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S DECLARATIONINSPECTION VALIDATE*
1200 ELM AVENUE iff ^S&7 fel TELEPHONE:
CARLSBAD, CALIFORIVJIA 92008
Citp of Cattetmfc
To- La Casa Development 7 80-57 Date. 8.5.8o
P. 0. Box 9719
San Diego, CA. 92109
From: Building Department— City of Carlsbad
Subject: Plan Check Expiration */ -y~~~J A //
The plan check for your project at: 6Sa§^fifll2Ave. 11 units
has become null and void due to the limitation of time. (7.9-80)
See 1976 Uniform Building Code Section 303 (c) , Expiration of plan •
check. "Applications for which no permit is issued within 180 days
following the date of application shall expire by limitation and plans
submitted for checking may thereafter be returned to the applicant or
destroyed by the Building Official. In order to renew action on the
application after expiration, the applicant shall resubmit plans and
pay a new plan-check fee."
To. renew your application please submit two new plans designed to the
1976 Uniform Building Code.
If you have any questions please contact the Carlsbad Building Depart-
ment at (438-5525).
Very truly yours,
Ma*rtinOren)
Building Offi^riaJ:
MO: hh
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ESGIL CORPORATION
932O CHESAPEAKE DR., SUITE 122
SAN DIEGO, CA 92123
(T14) 56O-1468
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0-^ U^ F9
3U1TE 122. 92113
PUN CH5CK LIST
INCLE FAKILY HES1D?NC-J. D'JPL-X53. AND GARAGES
Jurisdiction Of Carlsbad
A. RECORD DATA
Job Address CKSSTVtH/T
Owners Name _^___
Plan Check No. &&'(3
Type ConBtructl
Fire Zone >. J
Remarkai
No. Storlea
Floor Are
Valueti
Calculated Plan Check Fee J 0 9-
Plan Check Fee Collected
Date plans received complete in City.
Date plans available to ES3IL.
Date plans picked up/received by E5GIL.
Date first plan check series completed by ESCIL_
Date applicant notified of corrections needed^
Method; used to notify applicant was_
Date applicant submitted corrected plans_
Date recheck aeries completed by ESGIL_
Date substantially complete plans delivered to City_
Additional chronology remarkei
8-3
Corrections checked below are to be made on plans before permit i« issued.The approval of plans and specifications does not permit the violation ofany section of the Building Code, or other City Ordinance or State Law.The following list does not necessarily include all errors and ommissions.See Sec. 302(c) of the 1976 Uniform Building Code. Plans require correctionas Indicated by circled items below before a building permit can be issued*Return this correction sheet with corrected plans.
FACILITATE RECHECKIM5 PLEASE IDENTIFY. KEXT TO EACH CIRCLED ITEM BELOW.SHEET OF THE PLANS SPC;. WHICH THE COBRECTIOi. HAS EEEK KAPE. ^*TH£
licate on plans the nans of the legal owner and naste of pereonsponsible for the preparation of the plans. (Sec. 301)ubnit fully dimensioned plot plan drawn to scale shoving locationsize, and use of all existing and proposed structures on the lot.' ;
Identify property lines and show lot dimensions and alX easements.Show location of all cut or fill slopes and approximate finishfloor elevations for all structures and show elevations at all lotcorners. (Sec. 301b7)
Indicate distance from center-line of street ar alley to property line
I distance from curt to property line.e all corrections on original
Provid
12.
13-
. ._ _ 1 tracings before reBubmifting to theInspection Department for rocheck. Return two eats of .corrected plan*
an4 one set^of original" -plans used for plan cheek. ^'.--'/~.p(e owner or designer muat sign two copies of the at^i.c>ned^aiinijBuBi
construction" specifications to evidence having receive4"'the instruction*and agreeing to equal or exceed the specifications.Provide fully dimensioned foundation plan drawn to scale.fully dimensioned floor plan drawn to scale.fully dimensioned elevations drawn to scale.complete freeing details to show how the proposed structurebe framed and how elements will be connected,and specifications shall be signed by a California State
scd engineer or architect.
Calculations signed by a California -State licensed engineer or architect
shall be provided for ; : •'•••'"'
Plans are not legible. Resubmit legible plans.
Reverse plans nay not be used. Resubmit showing actual configuration
to be built.
22.23- .24. '
25.26. f
IAT10N REOUIBEKEK-S •
'Submit a soils report prepared by a licensed architect or engineer if
the site has either compacted fill, expansive soil (per I'BC Std. 29-2)
•or_if you wish to use acre than 1000 PSF bearing value. (Sec. 2905a)
Provide spread footings for concentrated loads designed for 1OOO PSF
soil bearing or per tatle 29-B as determined by an engineer or architect.
Show height of all fo-jndation walls.
Show height of retained earth on all foundation walls.
Show distance of foundation to edge of cut or fill slopes and show
steepness and heights of cuts and fills.
Note on plans that wocd shall be 6" above finish grade.
Note on plans that surface water will drain away from building and *how
drainage pattern and key elevations.
Dimension foundation per table 29-A.
TABLE NO. 29-A - FOUNDATIONS FCR STUD BEARING
VAILS MINIMUM REQUIREMENTS
NumberOfStories
1
2
3
Thickness OfFoundation Wall(Inches)
Concrete
68
/"
Init
Kaaonry
6
8
10
WidthOf
Footing
(Inches)
12
15IB
ThicknessOfFooting(Inches)
6
78
Depth OfFoundationBelow
NaturalSurface
And Finish
Grade
(Inches )
121824
-IK. Show foundation lill. , . _, treated, or equal. (Sec. 2517
29' Show foundation bolt alia. spacing and penetration.
< 30. Specify size. ICBO number and manufacturer of powar driven pins.
Show edge and end distances and apacing.
, 31* Show a ice. imbednent and location of hold down anchors on foundation
plan.
32. Note on plan that hold down anchor! suit be tied in place prior to
foundation inopection.
^•'33- Show adequate footinga under all ahear walla.
34. Show atepped footings for alopea steeper than lilo.
' 35- Show minimum 16' clearance from grade to bottom of floor joists and
minimum 12" clearance to bottom of girders. (Sec. 2517)
.'36. Show pier Bice, spacing and depth into undisturbed soil.
37. Show minimum under floor access of IB- x 2k-. (Sec. 2517)
J38. Show miniDun under floor ventilation equal to If sq. ft. for each
25 lineal feet of exterior foundation with openinga as close to cornet
as practicable to provide cross ventilation on at least two approximal
opposite side!. (Sec. 2517)
JOCK SIZES. LIGHT AND VENTILATION *
^rOne room must contain a minimum of 150 Bq. ft. of . floor area. (Sec. J
/Habitable rooms other than kitchens shall contain at least 70 Bq. ft.
>f floor area. (Sec. 1407b)
Window area must be at least 1/10 of the floor area (Minimum 10 aq. f1
in _ ; _ ' _ (Sec. 1405a;
Window area must be at least 1/20 of the floor area (Minimum It eq. f1
'
x>f/Wi
in bathrooms, laundry 'rooms and similar rooms. (Sec. 1405a)
One-half of all required window area must be openable in
ff No habitable room other than a kitchen shall be less than 7'-0" in "anj
dimension. (Sec. 1407c)
'''Show a 7'-6" minimum ceiling height for habitable rooms, storage roomc
and laundry rooms. (Sec. 1407a)
Show a 7'-0" minimum ceiling height for hallways, corridors and bath-
rooms. (Sec. 14O?a)
Provide 30 inches clear width for water closet compartments and 24
.inchea clearance in front of water closet. (Sec. 1711b)
Eaves shall not project within 30' of property line where required
light is being provided.
Provide mechanical ventilation capable of providing five air changes p
bathrooms, water closet compartments. laundry rooms and aiaila
thout required windows. (Sec. 1405a)
70
71 / R
Floors above the second story Bhall have not less than 2 exits. (Sec.
"quired exit doorways shall be not less than 36" in width and not leaan 6'-B- in height. No door leaf shall exceed 4' in width. (Sec. 3
72./'provide 36- high protective railing for porches, balconiee and open
sides of landings. Maximum opening between railings is 9". (See. 171
73./Show how guardrail connection details are adequate to support 20 pound
/per lineal foot at a right angle to the top rail.74./ Show stairways and landings. (Sec. 3305)75./1Maximum rise 8" and minimum run is 9".76./'Minimum headroom is 6'-6" at.stairway.77. /Minimum clear width of 30" is required for stairway.78. '''Handrails must be 30" to 34- above tread*.79* .Bouble handrails are required.80. 'Return handrails to wall.81. '-Show structural details of stair*.
62. '^Spiral stairway shall not serve as a required exit for sn area over^«00 so. ft.83.^ Exterior stairways shall not project into yards where protection of
openings is required.84. f All openings in the exterior walls of s building below or within ten
feet measured horizontally of an exterior exit stairway shall be
protected by a self closing or automatically closing fire assembly
have a 3/4 hour fire resistive rating unless stairway does not exceed16 feet in vertical projection or there are two separate exterior• .stairways to serve an exterior exit balcony.
Protect walls and soffit* under Interior stairs with one-hourconstruction when there is enclosed usable space. {Sec. 3305)si «H room must have a window or exterio^er for emergency exit.ll«?^n°?_°Ter **! «^v«.floor. 5.7 *o. ft. of openable are*iTilng 24* juul oiniinun ntt
F. FRAMING
100.\X^how all joists, rafters, beams, and posts 2*to 4" thick to be No. 2Grade Douglas Fir-Larch or better. All posts and beams 5" end thicker
shall be No. 1 Grade Douglao Fir-Larch or better.
102
i 1OJ
104105.
113.
wall bracing. Every exterior wood stud wall and main cross
partition shall be braced at each end and atleastevery 25 feet of
length with 1 x I> diagonal let-in braces or equivalent. (Sec. 251Bg5)Note cross bridging. Floor joists and rafters more than 12* in depthand spanning more than 8 feet shall be supported laterally by bridging«t intervals not exceeding B feet. (Sec. 2j06()/Show blocking at ends and at supports of floor joists, and for rafteri
at exterior walls. (Sec. 2506g) ,, • ('
^Show blocking at ends and supports of rafters more than 8' in depth. 4<
''Show solid blocking at ridge line and at exterior walls on trussed -'fs.
__w double joists. Floor joists shall be doubled under bearing
partitions running parallel with the joists. (Sec. 2518d5)
/Show rafter purlin braces to be not leas than 45 degrees to the horizo
ec. 2J18h)ow rafter ties. Rafter ties shall be spaced not more than 4 feet oncenter where rafters and ceiling joists are not parallel. (Sec. 2518hShow $" minimum clearance between top plate of interior partitions andbottom chord of trusses.. Show double top plate with minimum 48* lap splice. (Sec. 251Bg4)Show nailing will be in compliance with table 25-P.
Provide fire stops between stories, between top story and roof space,
at ceilings and floor levels in interior and exterior walls, in mansar
roof or eyebrow so no concealed or furred space is greater than 10'
horizontally or vertically, between stair stringers at top and bottomand between studs along and in line with stair run adjoining stud walland partitions, at perimeter of sliding door pockets, between chimneyand wood frame using metal or incombustibles for the fire stop and atother places that could afford passage of flame.
Show studs. In one or two story buildings, studs for exterior walls a
interior bearing walls shall be not less than 2 x 4 at 16' o.c. Studs
for interior nonbearing partitions may be 2 x 3 at 16 o.c. Studs 2*
- 4- thick and 2* - 4" wide and not more than 8 feet long shall be
"stud grade" Douglas Fir-Larch or better, when supporting not more thaone floor and a roof. (Sec. 2518g).Note an A.I.T.C. Certificate of Conformance for glued laminated woodmembers shall be given to the Building Inspector prior to erection.
Detai^all post to beam and post to footing connections.
Specify nail size and spacing for all shear walls, floor and roof
diaanrapns. Indicate required blocking. Maintain maximum diaphragm
dimension ratios.w solid sleathing on 25* of linear length of first story exteriors in two story building. (Sec. 2518f)w 3" x 4" or 2" x 6" studs in first story of three story building.
(Sec. 251Bf)
Specify truss manufacturer and truss indentlfication.
Provide a roof framing plan. Al«O=l A — PlU'T'MProvide framing sections through -Y.nO VgU. A i Hrtv,* \
Specify all header sizes for opening over 4' wide.
Provide calculations for _ _ _ ' _ _
1?» *^i «r.«i subject to water splash and In exterior locations, wood oolu_u
-* " and poet* shall be supported by plere proJ.cUn* at leaet 2- above the/
finished grsdc end shall bt*r on • »«tal b*ae plate or treated wood 'unless the columns or pouts are foundation gr.de redwood or cedar.
125. Show location of attic scuttle with nlnlnun site 22" I JO'. (Sec. 3205) 1
126. Show draft separation for attic amaa in excess of 3000 aq. ft. (Sec. 3205J
127. Show draft aeparation for apace between dropped ceilinga and floor in,, -*
ejceoe.of" 1000 aq. ft. (Sec. 2517)128. Specify plywood grade and panel identification index. (table 25-J)
1JO. When roof pitch la lean than 3'12. design ridge a> a vertical load
carrying member. (Sec. 2518h)1J1. Wood Bhear walls shall not be uaed to resist horizontal forces contributedby masonry in buildings over one story in height. (Sec. 2516b)132. GypBum Isth and plaster, gypsum sheathing board and gypsum wallboard
shall not be used in vertical diaphragms to resist forces imposed by
masonry or concrete construction.
y01SE
1UO. Specify roof pitch.HI. Roof pitch is not adequate
__mil>*»<J»A pitch of
SPV
150.
1J1.
152-153-
156.
157-:
158.;
Provide fireplace construction details.
Show veneer support and specify veneer connections.
Show height and construction details of all masonry walls.
Note that cleanout openings shall be provided at the bottom of all
cells to be grout filled over *»' in a single pour. Cleanout ahall be
sealed before grouting, after inspection. (Sec. 2U15)
1^4. Provide engineering calculations for masonry wall design and
connections.
155. .Show floor and roof connections to masonry walls. Connection shall
resist 200 pound per foot or the actual design loads whichever is
greater. (Sec. 2310)
Provide material specifications for.mortar, grout, masonry and
reinforcing steel,
Show how masonry house walls retaining earth are to be waterproofed.
. Note that special inspection will be required for
; table 2**-H.
I. OARAGES AKD CARPORTS
160 **" Garage requires one-hour occupancy separation .from the rest of the
building. (Table S-B>-••-(Sec. 50?b)
l6l-V*^ elements supporting floor above garage to have one-hour fireresistive protection on the garage side. (Sec. 5n3)162 Show 1 3/8" solid wood self-closing door for opening between garage
and dwelling. (Sec. 503d)161 v Garages are not permitted to open Into a'Toon used for Bleepingpurposes. (Sec. 150*0164. Openings between carport and residence require self-cloeing doors andand stationary windows.. (Sec. 1U12)165 Show garage framing section, size of header over garage opening, lateralcross bracing at piste line and method of bracing garage front.
J. MECHANICAL
All heating, ventilating and cooling systems and appliances shall comply withthe ,,1976 edition of the Uniform Mechanical Code.
170. . Show location and type of all heating and cooling appliances or
eystems.
171. , Show minimus 30" deep unobstructed working space In front of furnace.
173. Show furnace apace mini mum 12" wider than furnace or per listing.
f (Sec. 704).173. Show minimum 3' clear working space along the eides. back and top of
/ furnace or clearance per listing. (Sec. 704)
174. Furnace shall not be installed under any stairway. (Sec. 704)175.-' Furnace shall not be installed in any bedroom, bathroom, closet or>inconfined space with access only through such room.unless specified
ae direct vent appliance, enclosed furnace or electric heating
appliance. (Sec. 704)
176. Attic furnace installed in a space less than 5' high shall be listed
for such installation. (Sec. ?06)17?..- Show ICBO approval for prefab fireplace and provide approved installatiop
instructions.
K. ELECTRICAL
All wiring shall comply with the 1978 National Electrical_Cpde.^
otirfP' Mote on plan amperage of electrical service.
(191':> Note on plan that minimum dwelling lighting an*
—"^" shall be provided per attachment. (EC-201) '
192. Note on plan that kitchen electrical receptacles sh;
_^ attachment. (EC-202)
''193./ Note on plan that dwelling receptacle spacingv- "' requirements shown on attachment. (EC-203)
194. Electrical installations of more than 200 amperes,
and provide a single line diagram and load calculations including!
a) Wiring method employed.
- b) Sires of all conductors, switches, circuit breakers, fuses and
conduits.
c) Approximate length of oervice and feeders,
d) Provide plot plan showing services, all panel locations, circuit
erranpeAftnt and load- die tritoution on panel busses.
e) Provide^typlcal panel Schedule(s).
Show, location of all electrical receptacles.
Elettrical receptacle locations and/or Ppacing is not
Provide minimum loo arap Ecrvj ce. tondominiuj^s require 100 ?.33p
At leas-V one receptacle eViall be installed outdoors and in gar*
Note on pian"tMat"tnr electj-iral - eyetem shall—be •growitfe'a' by "a
Uffer Ground ".^City of Carlsbad Section 18.12.240. <^ ^
•roply with the 1976 edition of the Uniform Plumbing Code.
burners, heating elements and switches ofIB above garage floor. " (Sec. 1310)
an)c type water/ closets Khali be State approved low flush types "\\ GPK•ho* water header type and location on plans.
Show method oT providing combustion air to fuel burning waterheater. (S^c. 130?) . *
Show water/heater clearance from combustible wall. (Sec. 1308)
"ater heater shall not be installed in bath or bedroom
:ning into bath or bedroom. (Sec, 1309)
adequate barrier to -protect water heater iron vehicle
--i\. (Sec. 13w; ^\
•5J\Provide flow control devVc/*• on.. Khu-ers. lavatory faucets and sinkm^^^^r^"to a ™*™ " ""••• ^io™ »*r
lEnji^^ioc:;^;?2/!;?r line-
water prcr.cure ri'^ulator ia required If serving
FLWBINC
water heaters shall be
21l>.
215.
Z16/\$^Vdamape.
^now w
l$\jl?d
?2W Not^...—-* i j\ rC~^— \~"J??' " ~" ~^' *" ^ '>"uj c i t'r'U-<&,n.preKStil-e "« ovfie'BO p.s.i. (Sec. 100?)
%3Jp'\lnsulale hot water lines.122. FVovide dryer vent to outside.
Show details of duplex common (party) walls and floor/cellingassemblies to achieve a Sound Transmission Claea (STC) rating inwalls of 50 decibels and an Impact Insulation Class (ITC) rating onfloor/celling of 50 decibels. If using detail .h.et fron jurisdictioicircle applicable details for this project.
G1 CONSERVATION
iubmit two copies of the Residential Energy Law Statement on Plan
Sonformance completed and signed.
Specify insulation P values lor walls, roof and ceiling.
Provide calculations justifying increasing single glazed area beyond
20* of floor area (skylight areas should be multiplied by 1.6 to get
equivalent single glazed area).
Specify on plans total gross floor area of heated zones and total
glazed areas (multiply single wall skylight areas by 1.6),
'Show detailed dimensioned wsll, roof and/or celling assembly to
support alternate design calculations.
Specify that exterior swingingdoors and windows will be weatherstrippe
0. MISCELLANEOUS
250.
251.
252.
253-
251.
255.
256.
257.
258.
259-
260.
261.
Show minimum 2" wide air space and flashing between planter and
building walla. (Sec. 251?c)
Show a weep screed at the foundation plate line on all exterior stud
walls to be stuccoed.
Shower stall shall be minimum width 30" with a minimum floor area of
900 eq. in.
Specify material to be used under the shower tile.
Show walls closer than__ ^to property line to be
Show openings closer than_
fire rated construction.
hour fire rated.
_to property line to be
Show attic ventilation. Minimum vent area is 1/150 of attic area
or 1/300 of attic area if at least 50£ of required vent is at least
3 feet above ceiling joists (eave venta are not recommended).
Specify lath and plaster to comply with Chapter **7, UBC.
Provide an approved waterproof building paper under wood siding.
Specify an approved flashing for exterior openings and parapet
walls.
Show approved products of ccrabualon detectors, other than heat
actuated, which will provide an alarm when actuated. (Sec.
Specify safety glazing for glazing in hazardous locations such
aa glass doors, glasing adjacent to such doors and glazing adjacent
to walking surfaces unless exempted by S*c. 5*106.
ADDITIONAL REMARKS
NOTEi
The plans were reviewed JJased o-. thr Information Ehown on the p3ariB. If
the plans are in errocir or chai i • •"• ''uring construction, the permittee
should contact the O^ty of Car."!' ' .jf! for review and approval.
BuildiCig plans are i;j>'correct and complete,
d a te i
t:.;laritially correct and complete If
^| Building plaXs Vequire najor correctior.B and coiiplrte
recheck is reqyVed h t _
,y. _^_ ... /\_..t.,_yn_j-^ _ _,(ty
Where plans would be BubKtajrr.ial lyare cade. the owner or the owner * t> ;'.'.iconf inn the correct 3 ons ere u.-idf: ,•:
lor the project.
complete if minor corrections
a pent shall cif n t>d ow tobe made on all Claris uRed
. 5V1TE 122
i*. 92113
FL*N Chi'CK LIST
^SINGLE FAKILY HESIDFM;^. r V nji XS5 . AND CABASES
j Jurladi ctlon Of Carlsbad
A . PECORD DATA
Job Address
Owners Name "^ '*-'~*1 rs VJ *•. '
Plan Check No. rSO ~ \ O
Occupancy r^v ~ 3 ___
M; . S torie»_
^ • ^ <n Area
Vfc luuTion
Type Construction_
Fire Zone .3
Remarksi
Calculated Plan Check Pee_
PUii Check Fee Collected
Date plans received complete in Ci ty. .
Date plans available to ESSIL
Date plans picked up/received by E3GTL
Date first plan check series completed by E5GIL_
Date applicant notified of corrections needed
Method used to notify applicant was
Date applicant-Bubmitted corrected plane
Date recheck series completed by ESGIL
Date substantially complete plane delivered to City_
Additional chronology remarksi
_t>y_
Corrections checked oelow are to be nade on plana before permit is iaaued.
The approval of plans and specificstions does not permit the violation of
any section of the Building Code, or other City Ordinance or State Law.
The following list does not necessarily include all errors and ommissiona.
See See. 302(c) of the 1976 Uniform Building Code. Plans require correction
an indicated by circled items below before a building permit can b* issued*
Return this correction sheet with corrected plans. ••Mni_»».
JLITATE RECHECKIKS FLSASE
IEET OF THE PLAN'S iiPl., MHICI3'0 FACILITATE
|Ht
?»v
IDENTIFY. NEXT TO EACH CIRCLED ITEM BELOW
ICH THE COSRECflOi. HAS BEEN HADE.n,owT\
PLANS- •- -
Indicate on plans the name of the legal owner and name of personresponsible for the preparation of the plans. (Sec. 301)Submit fully dimensioned plot plan drawn to scale showing locationsice, 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 B-|1 structures and show elevations at all lot
corners. (Sec. 301b7)
. /'IncKcat* distance from center-line of street or alley to property lins
a/id distance from curb to property line.
\pake/all corrections on original tracings before resubnitting to the
Inspection Department for recheck. Return two sets of corrected plans
ana one Bet of original plans used for plan check.
^The owner or designer must sign two copies cf the attached minimum
construction specifications to evidence having received the instructions
and agreeing to equal or exceed the specifications.
Provide fully dimensioned foundation plan drawn to scale.
Provide fully dimensioned floor plan drawn to seals.
.J^rovitie fully dimensioned elevations drawn to scale.
^Pro/ide complete fraoijig details to show how the proposed structure
i will be framed and how elements will be connected.
t&ans and specifications shall be signed by a California State
^licensed engineer or architect.
Calculations signed by a California State licensed engineer or architect
shall be provided for_ -
Plans are not legible. Kesubmit legible plans.
Reverse plans may not be used. Kesubmit showing actual configuration
be built.
'
21.'
[20.br Submit a soils report prenared by a licensed architect or engineer if
^~~S the site has either compacted fill, expansive soil (per I'EC Std. 29-2)
or If you wish to use gore than' 1000 P3F bearing value. (Sec. 2905sj
Provide spread f oo tirurz for concentrated loads designed for 1000 PSF
soil bearing or per tatle 29-B as determined by an engineer or architect.
22.f Show height of all fc-^r.dation walls.
23. ../Show height of retained earth on all foundation walls.
7jSho« distance of four.cation to edge of cut or fill
/yateepnese and heights of cuts and fills.
Z5/*/Kote on plans that wocd shall be 6" above finish
I 2W I Note on plans that surface water will drain, away.drainage pattern and key elevations.
^Dimension"foundation per table 29-A.
TABLE NO. 29-A - FOUNDATIONS FORMINIKUK REQUIR
\Depth Of
Foundation
Eelow
natural
Surface
Of Ground
And Finish
Grade
(Inches)
29*30.
31 *
32 .
33 •3^*.'
35-•
3° •37-38.
2>now rounOsiiion •: a tr*«t«a, or *qu«i. »s«c. z^J
Show foundation be stnd penetration.
' Specify 8i*e. 1CBO i .,f»ctur»r of pow«r driven pins.
Show mdg • and and dl u > , v;«» ATid * pacing.
Show s it« . imbedmant »nd location of hold down anchor a on foundation
plan.
Note on plan that hold down anchor a must be tied in place prior to
f o initiation lnep«ction.
Show adequa te foo tinge under all shear walls .
Show stepped footings for slopes steeper than lilO.
Show minimum 18" clearance from grade to bottom of floor jplats and
minimum 12" clearance to bottom of girders. (Sec. 2517)
Show pier size , spacing and depth into undisturbed soil .
' Show minimum under floor accrue of 18" x 2U". (Sec. 2517)
Show minimum under floor ventilation equal to If sq . ft. for each
25 lineal feet of exterior foundation with openings as clone to corni
as practicable to provide cross ventilation on st least two appro* ion
ojpposlte sides. (Sec. 2517) _
D .
50.
51.
52.
.
53.
^p— ~• 5**;
55*
56-
57 •'•
58.
59.
60..
ROO: SIZES. LIGHT AND VENTILATION,
' One room must contain a minimum of 150 so,. ft. of floor area. (Sec.
• Habitable rooms other than kitchens shall contain at leaat ?0 Bq . ft
of floor area. (Sec. H*0?b)
Window area must be at least 1/10 of the floor area (Minimum 10 aq .
in ___ ; _ __ (Sec.
Window area must be at leaat 1/20 of the floor area (Minimum U
in bathrooms, laundry rooms and similar rooms. (Sec.
One-half of all required window area must be openable in
No habitable room other than a kitchen shall be less than 7'~0" in aj
dimension. (Sec. l**07c)
Show a 7*-6" minimum ceiling height for habitable rooms, storage rooi
and laundry rooms. (Sec. 140?a)
Show a ?'-0" minimum ceiling height for hallways, corridors and bath
rooms. (Sec. 1407a)
Provide JO inches clear width for water closet compartments and 2k
inches clearance in front of water closet. (Sec. 1711b)
Eaves shall not project within 3°" of property line where required
light is being provided.light is being provided.
Provide mechanical ventilation capable of providing five air changes
hour in bathrooms, water closet compartments, laundry rooms and simi!
ro.oma without required windows. (Sec. 1405&)
' •
E. KITS. STAIBtf*YS AND HAILInCS
70 /Floors above the second story shall have not lesB than 2 exits. (Sec.
71. Required exit doorways shall be not lesn than 36" in width and not li
' than 6'-8- in height, ho door leaf shall exceed V in width. (Sec.
3303» )
72./ Provide 3&" hle" protective railing for porches, balconies and opensides of landings. Maximum opening between railings is 9'. (Sec. 1"
73..1/6how how guardrail connection details are adequate to support 20 poui
per lineal foot at a right angle to the top rail.
Show stairways and landings. (Sec. 3305)
Maximum rise 8* and minimum run is 9*.
Minimum headroom is 6 '-6* at stairway.
Minimum clear width of 30* IB required for stairway.
Handrails oust be 30* to 31*- above treads.
Double handrails are required.
Return handrails to wall.
Show structural details of stairs.
^ Spiral stair-way shall not serve aa a required exit for an area over
400 sq. ft.
Exterior stairways shall not project into yards where protection of
openings is required.
("'All openings in the exterior walls of a building below or within ten
feet measured horizontally of an exterior exit stairway shall be
protected by a self closing or automatically closing fire assembly
have a 3/^ hour fire resistive rating unless stairway does not exceec16 feet in vertical projection or there are two separate exteriorstairways to serve an exterior exit balcony.
Protect walis and soffits under interior stairs with one-hourconstruction whan there in enclon.d usable space. (Sec. ^305)
"™"' DUSt hay' * window or exterior door for emergency exitt not over V>- above floor. 5.7 sq. ft. of openable areaor
82.'
83.
th of opening 20 "1UO4)
F. yRAMINS
103.
104.
105.
11U.
Show all joists, rafters, beams, and poets 2"to *** thick to be No. 2
''ade Douglas Fir-Larch or better. All posts and beams 5" and thick
'shall be No. 1 Grade Douglas Fir-Larch or better.
Show wall bracing. Every exterior wood stud wall and main cross
partition shall be braced at each end and atleastevery 25 feet of
length with 1 x U diagonal let-in braces or equivalent. (Sec. 25l8g5
Note cross bridging. Floor joists and rafters more than 12" in dept
end B panning more than 6 feet shall be supported laterally by bridgi
at intervals not exceeding 8 feet. (Sec. 2506g)
Show blocking at ends and at supports ol floor joists* and for ra/te
at exterior walls. (Sec. Z506g)
Show blocking at ends and supports of rafters more than 8" in depth.
Show solid blocking at ridge line and at exterior walls on trussed
roofs.
Show double joists. Floor jolste shall be doubled under bearing
partitions running parallel with the joists. (Sec. 25l8d5)
Show rafter purlin braces to be not less than U*i degrees to the hori
(Sec. 2518h)
Show rafter ties. Rafter ties shall be spaced not more than k feetcenter where rafters and ceiling joists aj-e not parallel. (Sec. 251
Show } " minimum clearance between top plate of interior partitions a,
bottom chord of trusses.
Show double top plate with minimum **8* lap splice. (Sec. 25l8gU)
Show nailing will be in compliance with table 25-P*
Provide fire stops between stories, between top story and roof space
at ceilings and floor levels in interior and exterior walls, in mans
roof or eyebrow so no concealed or furred space is greater than 10*
horizontally Qr vertically, between stair stringers at top and bottoi
and between studs along and in line with stair run adjoining stud wa
and partitions, at perimeter of eliding door pockets, between chimne;
and wood frajne using metal or incoabustibles for the fire stop and a
other places that could afford passage of flame.
Show studs. In one or two story buildings, studs for exterior walls
interior bearing walls shal2 be not less than 2 x k at 16" o.c. Stui
for interior nonbeaxing partitions may be 2 x 3 at 16 o.c. Studs 2"
- U" thick and 2" - ii" wide and not more than 8 feet long shall be
"stud grade" Douglas Fir-Larch or better when supporting not more tJ
one floor and a roof. (Sec. 25l8g).
Note"* an A.I.T.C. Certificate of Confoncance for gUied laminated woodgembers shall bt given to the Building Inspector prior to erection.'etail all post to beam and post to footing connections.Specify nail site and spacing for all shear walls, floor and roofdiaphragms. Indicate required blocking. Maintain maximum diaphragm
dimension ratios.
Show solid sleathing on 25* of linear length of first story exterior
walls in two story building. (Sec. 25l8f)Show 3" x U" or 2" x 6" studs in first story of three story building
(Sec. 251flf)
Specify truss manufacturer and truse indentif 1 cation.
Provide a roof framing plan.
Provide framing sections through
Specify all header sites for opening over
Provide calculations for ___
wide.
1205)
'C. JZ05)
"lZ4. In area* aubject to water splash and in exterior locations, wood o
and posts «h«ll be supported by piere projecting at least 2* above
finished gride and (hail bear on a Betel base plat* or treated wood
unless the columns or posts ar> foundation grade redwood or cedar.
(Sec. ZS17c4) ^
125. Show location of attic acuttla with minimal Bite 2Z" I 30". (Sac.
126. Show draft separation for attic areaa in exceaa of 3000 aq. ft. (_
127. Show draft separation for apace between dropped ceilings and floor in
eicess of 1000 aq. ft. (Sec. 2517)
128. Specify plywood grade and panel identification index, (table 25-j)
130. When roof pitch la leaa than 3<12. daaign ridge aa a vertical load
carrying member. (Sec. 2J18H;
131. Wood shear walla ehall not be uaed to reeiat horizontal forces contributed
by masonry in buildings over ont story in height. (Sec. 2516b)
132. Gypsum lath and plaster, gypsum sheathing board and gypaum wallboard
shall not be uaed in vertical diaphragaa to resist force* imposed by
masonry or concrete conatruction.
. cify roof pitch. . •_
Roof pitch is not adequate for roof type specified,
minimum pitch of , .—Specify roof material and application.
Specify
Specify 1CBO approval number for roof materials not covered inuse. ^r7
144. Specify roof slope for drainage or design to support accumulated
water. (Secf3Z07a)145* Show roof^draina and overflows.ii»c. Fire rei^ardant roofing la required. Show roofing specification onSec. 3203e)
K. MASONRX
150. Provide fireplace conatruction details.
151. Show veneer support and apecify veneer cormectiona.
152. Show height and construction details of all masonry walla.
153. Note that eleanout 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)
154. Provide engineering calculations for masonry wall design and
connections.
155. Show floor and roof connections: to masonry walla. Connection shall
resiat 200 pound per foot or the actual design loads whichever is
greater. (Sec. 2310)
156. Provide material specifications for mortar, 'groat, masonry and
reinforcing ateal.
157. Showhow masonry house walla retaining earth are to be) waterproofed.
1<8. Hot* that special inspection will be required tot ... .... . , '
• table *MBi .. . • ' •,•",--- ~:
I. CARACES' 'AfrP CARPORTS
i.*x/Car^ge require* one-hour occnpancy separation from tike raat ot Hietiding. (Table 5-B) (Sec. 503b) . • ;•1 elements supporting floor above garage to have one-hour flr«,;esistive protection on the gsrape side. (See. 503)how 1 3/B" 0O116 wood self-closing door, for opening betweend dwelling. (Sec. 503d)rages are not permitted to open into a'xoorn used for sl^purposes. (Sec. .1504)164.1- Openings between cajrport and residence require 0elf-c2oand stationary windows. (Sec. 1412) j165V 'Show garage framing section, aize of header over garadi opening, lateral- - '--at plate line ajid method of bracing ,
160
>Cara
"ur
cross brae
doorfl and
front.
All heating, ventilating and coaling systems and appliances shall comply withthe 1976 edition of the Uniform Mechanical Code.
170./ Show location and type- of all heating and cooling appliances orsystems.171 / Show minimum 30* deep unobstructed working space in front of furnace.172. /Show furnace apace minimum 12" wider than furnace or per listing.(Sec. 704).173.. Show minimum 3* clear working space along the sides, back and top offurnace or clearance per listing. (Sec. 704)174. . Furnace shall not be installed under any atairway. (Sec. 704)175-y Furnace shall not be installed in any bedroom, bathroom, closet or, inconfined space,with access only -through such room,unless specifiedas direct vent appliance, enclosed furnace or electric heatingappliance. (Sec. 704)176*^, Attic furnace installed in a space less than 5* high shall be listedfor such installation. (Sec. 708) J177* /Show 1CBO approval for prefab fireplace and provide approved installationinstructions.
£. ELECTRICAL ...
All wiring shall comply with the 1978 National
Note on plan amperage of electrical serviceNote on plan that minimum dwelling light!shall be provided per attachment. (EC-Note on plan that kitgrl*n electattachment. (EC-202)Ce<S c* W193,/'Note on plan that dwellr^a^rjsce^^requirements shown on attachment. (EC-203)194.«XElectrical installations of more than 200 amperes, show panel locationand provide a single line diagram and load calculations including!a) Wiring method employed.b) Sixes of all conductors, switches, circuit breakers, fuses andconduits.c) Approximate lenrth of service and feeders.d) Provide plot plan showing services, all panel locations, circuitarrangement and load distribution on panel busses.) Provide typical panel echedule(s).
leal receptacle locations-
i.
All
jvide minimum 100 amp service. Cc^ndoTniniums"r>t[uire*~100 amp seAt Te'fft'i" UIIB t»eee|»1in<j3iei BliaBJft**tfyi^ns tailed outdoors and in garagesNote on plan that the electrical system shall be grounded by a-Uffer Ground", City of Carlfbad Section 18.12.24O. ^n^?
PLUKSINC '''
plumbing shall conply with the 1976 edition of the Uniform Plumbing Code.
214
215
- ,*.'„ burners- |j«»ting eJ.eWnts and switches of water heaters sha:above garage floor. (Sec. 1J1O)
ank type water closets shall be State approved low flush type, J^GPit.f Show water heater type and location on plans.
hester^Iec' l5u7)di"* coffibUBtion air to Tuel Burning water
/Show water heater clearance from combustible wall. (Sec 1308)el combustion water heater shall not be installed In bath or*}lnjfloset opening into bath or bedroom. (Sec. 1309)adequate barrier to protect water heater from vehicle^ - l-sec. 1310)
Provide flow control devices on showers, lavatory faucets andfaucets tOjMmit total flow to a maximum of three pUlona per
and P valve on water heater and show route of discharge
^iSJ^J^i "Ot *" locate<! b*low etairway or landing.-^-plptryuiat a water pressure regu'jre=BurC4p ottr 80 p.a.i. (Sec: 1007)Jnsulate hot water-lines.Provide dryer vent to outside.
*7
/details of duplex comon (party) walls and floor/celling^.vbliea to achieve a Sound TransmlssionClasa (STC) rating inwalla of 50 decibels and an Impact Insulation Claes (IfC) rating onfloor/celling of 50 decibels. If using detail sheet from jurlsdictioicircle applicable details for this project.
CONSERVATION
/2«;
t-242.
^3-
ii*..:$»
Sutoit two copies of the Residential Energy Law Statement on PlanConformancs completed and algned.Specify Insulation I) values for walls, roof and ceiling.i Provide calculations justifying increasing single glated area beyond•IOH:of floor area (skylight areas should be multiplied by 1.6 to get.equivalent aihgle glaxed area).. Specify on plans total gross floor area of heated zones and total.gleied areas (multiply single wall skylight areas by 1.6).' ShowJ detailed dimensioned wall, roof and/or ceiling assembly toBuBpojcJialternate design calculations.exterior swinging-doors and windows will be westherstrippe
o.
Z5Z.. .25325*
255
jZ56
. nlnimuo 2" wide air space and flashing between planter andj building walls. (Sec. 2517c)^, Show a weep screed at the foundation plate line on all exterior studwall* to be stuccoed.^Shower atall ahall be minimum width .10 • with a minimum floor area of.« 900 .!».., in.Specify ttaterie.1 to be used under the shower tile.-Show>»li» closer tfcan _ to property line to be'. _ _"'Show openings closer than
'
_
fire rated construction .to property line to be
258 .259.
•;. .260.1 .'. .261.
' -• - •-••-' hour fire rated.
>XShow attic ventilation. Kin Ira um vent area is 1/150 of attic area
or 1/300 of attic area if at leaat 50* of required vent is at least
,3 feet above ceiling joists (eave vents are not recommended).
CSpeclfy l«th and plaster to comply with Chapter 47. UBC.
^ Provide an approved waterproof building paper under wood aiding.
/ Specify an approved flashing for exterior openings and parapet
" •'.
Show approved products of combuaion detectors, other than heat
actuated., which will provide an alarm when actuated. (Sec. 1413)
Specify aafety glazing Tor glaring in hninrdous locations such
as glaae doore, (lacing adjacent to such doora and glazing adjacent
to walking surfaces unless exempted by See. 54O6.
ADDITIONAL R01ABKS
<. :sUAXi^_*H_2£ifai.r_j
ewed based on the info
ror, or changed during
City of CarlBh;>d f on re
on shown on the p
truction. the
and approval
ans require major corrections and complete plan
quired. ^^ f \ \
s-l1-^ " '
Where plans would Ee p
re made . the owner or the owner
confirm the corrections are understoi
for the project.
complete If minor correctiona
agent shall sign below to
111 be made on all plans uaed
•"-•n«rvB authorized
ESGIL CORPORATION
9320 CHESAPEAKE DRIVE, SUITE 122
SAN DIEGO, CALIFORNIA 92123
IEC207I
RESIDENTIAL ENERGY LAW STATEMENT OF PLAN CONFORMANCE PLAN CHECK NO.
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 must be completed for each residential building permit applied
for.
A. STANDARD DESIGN STATEMENT
I have reviewed the plans being submitted for tlie proposed residential building at
JJfopflAtevd VftStifeVKSUttfr ftUfe. (site) for PYM^VN- Vo5»*>foM (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. Total window and skylight glazing does not exceed 20% of the gross floor area.
2. Ceilings, walls, and floors comply with the prescribed amounts of insulation.
(Refer to form DPL #408)
5. Electric resistance space heating does not exceed 10% of the annual heat load.
4. No electric service water heating proposed.
5. No fossile fueled swimming pool heaters. (Effective July 3, 1979)
[ev '"Signature" *" I/J
ALTERNATIVE DESIGN STATEMENT
Licensed as State of CA License No,
I have reviewed the plans and the required supporting calculations and data being
submitted for the proposed residential building at _ (site) for
(owner), and the design submitted substantially conforms
the alternative design method to the State Energy Conservation Standards mandated
CAC Title 24, Sections T20-1401 through T20-1414.
peck all items submitted to document compliance by the alternative design method.
Kerns I through 4 are required for alternative designs affecting the building envelope.
Q
Form 1 - Project Date Summary
Form 2 - Hourly and Annual Building Heat Loss Rate
Form 3 - Heat Transfer Coefficient, Proposed Construction Assembly
Form 4 - Alternative Design Summary
Form 5 - Life Cycle Cost Ana-lysis for HVAC Systems (Electric Resistance Heating)
Form 6 - Life Cycle Cost Analysis for Service Water Heating
- Statement for Swimming Pool Water Heating System
Specify Additional Supporting Data Submitted
Date Signature Licensed as State of CA License No.
1200 ELM AVENUE
CARLSBAD, CALIFORNIA 92008
TELEPHONE:
(714)729-1181
• '. Citp of Cartebafc
RESIDENTIAL VALUATION CHART
Living Area
Garage Area_
Covered Porch
Covered Patio
Balconies
;a ^tiyjo :- £-7£o x $ 38.oo =$ ll^t^ru
a C^ > 2-'"20/ ZT~¥& X\ ' •
•rch • ' X
.tio ' X
"""") / 5 *T^ -i — * !O '"H l^)v //S\~'/ vos ^ Cf^ - Q( lA / /^ ' 7*6/ J^? A
•oom over 3 *~3 X
ilace over 2 X/
Walls f . X
.ioning .X
9 . 00
4.00
4.00
6.50
1,800.00
1/400.00
7.50
2.25
'^t<*0 .
-.
^^5?/
)
Total Valuation
Plan Check Fee (50% of bldg. permit fee
Condominiums 65%)
-.. TOTAL VALUATION REE Total fees
$1.00 to $500.00
$501.00 to $2,000.00
$2.001.00 to $25.000.00
$5.00
$5.00 for the first $500.00 plus $1.00
for each additional $100.00 or frac-
tion thereof, to and including $2,000.
$20.00- for the first $2,000.00 plus
$4.00 for each additional $1,000.00
or fraction thereof, to and including$25,000.00
$25.001.00 to $50,000.00 $112.00 for the first $25,000.00 plus
$3.00 for each additional $1,000.00
or fraction thereof, "to and including
$50,000.00
550.001.COioS100.000.CO $187.00 for the first $50,000.00 plus
$2.00 for each additional $1.000.00
or fraction thereof, to and including
' ' $100,000.00 .
$500.000.00 $237.00 for the first $100.000.00 plus
$1.50 for each additional $1.000.00
'or fraction thereof, to and including
$500.000.00 . .
J100.0G1.00
_ __ _
(c) Expiration of Plan Check. -Applications for which no permit is
issued within ISO days following the date ofapplication'shnll expire by
limitation and plans submitted for checking may thereafter be returned to
the applicant or destroyed by the Building Official. The Uuildtiig Official
ir.ay extend the time for action by the applicant for a period not exceeding
180 days upon written request by the applicant showing that circumstances
beyond the control of ine applicant have prevented action from bcini<
taken. In order to renew action on an application after expiration, thcap'-
plicant shall rcsubmit plans and pay a new plan-check fee.
(d) ltcini;nrtlion Fee. The fee for each reinsncction shall be Si 0.00.
v-/;
^.
fetSC/U
X
/?tf
1200 ELM AVENUE
CARLSBAD, CALIFORNIA 92008
TELEPHONE:
(714)729-1181
Ctt? of Cartebab
Living Area
Garage Area X
Covered Porch
Covered Patio_
Balconies
Each Bathroom over 3
Each Fireplace over 2
Retaining Walls
Air Conditioning
Total Valuation
Plan Check
RESIDENTIAL VALUATION CHART
X $ 38.00 -$_
9.00 _
4.00 _
4.00 _
X 6.50 _
X 1,800.00
/X
/
$1.00 to $500.00
$501.00 to $2,000.00
$2,001.00 to $23.000.00
$25.001.00 to $50,000.00
s>
'• ' /
$5.00 ..
$5.00 for the first $500.00 plus $1.00
for each additional $100.00 or frac-
tion thereof, to and including $2,000.
$20.00- for the first $2,000.00 plus$4.00 for each additional $1,000.00
or fraction thereof, to and including$25,000.00
$112.00 for the first $25,000.00 plus
§3.00 for each additional $1,000.00
or fraction thereof, 'to and including•" • • ' $50,000.00
$50.001.00 is 3100.000.00 $187.00 for the Erst $50,000.00 plus
- §2.00 for each additional $3,000.00
or fraction thereof, to and including
'' $100,000.00
$100,002.00 io -5500,000.00 $287.00 for the first $100.000.00 plus
$1.50 for each additional $1,000.00
"or fraction thereof, to and including$500.000.00 . _.
(c) Expirasion of Plan Check. -Applications for which no permit is
hsucd within ISO days foliowins the date of application"shall expire by
limitation and plans submitted for checking may thereafter be returned to
{he applicant or destroyed by the Building Official. The Uuildinj; Official
ir.ay extend the time for action by the applicant for a period not exceeding
!3u days upon v/rittcn request by the applicant showing; that circumstances
beyond the control of the applicant have prevented action from beini{
taken. 11.1 order to renew action on an application after expiration, the ap~-
plicant shall rcsubmit plans and pay a new plan-check fee.
(d) Kcir>v,m.ti"i>n !•><?. The fee for each reinsnection shall be S 10.00.
\\
\7
5
INTERDEPARTMENTAL INFORMATION SHEET
BUILDING DEPARTMENT
•LDING ADDRESS:
PLANNING DEPARTMENT
ZONE LOT SIZE LOT WIDTH
UNITS ALLOWED UNITS PROVIDED
PARKING SPACES REQUIRED
% COVERAGE ALLOWED
BUILDING HEIGHT ALLOWED
FRONT SETBACK:
PROVIDED_
PROVIDED
PROVIDED
SIDE SETBACK:
ALLOWED
PROVIDED
INTRUSIONS
LANDSCAPE. & IRRIGATION PLAN COMMENTS:
ENVIRONMENTAL PROTECTION REQ :
DISTRICT;
DDITIONAL COMMENTS:
OK TO ISSUE:OK TO FINAL
ENGINEERING DEPARTMENT
INDUSTRIAL WASTE IMPROVEMENTS
S-EWER CONNECTION
GRADING PERMIT
DRIVEWAY LOCATIONS
EASEMENTS
LEGAL DESCRIPTION
ADDITIONAL COMMENTS Up
FIRE DEPARTMENT
SPRINKLING SYSTEM
FIRE ALARMS
ADDITIONAL COMMENTS
OK TO FINAL
WATER DEPARTMENT
REQUIREMENTS OF APPROPRIATE DISTRICTS MET_DATE
#0-13
NFORMATION SHEET
BUILDING DEPARTMENT DATE
BUILDING ADDRESS:
PLANNING DEPARTMENT
ZONE LOT SIZE LOT WIDTH
UNITS ALLOWED UNITS PROVIDED
PARKING SPACES REQUIRED
% COVERAGE ALLOWED
BUILDING HEIGHT ALLOWED
FRONT SETBACK; /
ALLOWED -' -'
PROVIDED
PROVIDED 31--
_PROVIDED
PROVIDED X
SIDE SETBACK:REAR SETBACK:
INTRUSIONS
LANDSCAPE & IRRIGATION PLAN COMMENTS:/
ENVIRONMENTAL PROTECTION REQ:-379
OK TO ISSUE:
WATER DEPARTMENT
REQUIREMENTS OF APPROPRIATE DISTRICTS MET
ADDITIONAL COMMENTS:
P.P.. VB&t $
OK TO ISSUE:OK TO FINAL
ENOilEERING DEPARTMENT
INDUSTRIAL WASTE
SEWER CONNECT
GRADING PERMIT
DRIVEWAY LOCATIO
EASEMENTS
LEGAL DESCRIPTION
ADDITIONAL COMMENTS
OK TO ISSUE:OK TO FINAL
FIRE DEPARTMENT
FIRE PROTfrc
EXKT
SPRINKLING SYSTEM
FIRE ALARMS
FIRE HYDRANTS
ADDITIONAL COMMENTS
DATE
ESGIL CORPORATION
9320 CHESAPEAKE DRIVE, SUITE 122
SAN DIEGO, CALIFORNIA 92123
IEC207I
RESIDENTIAL ENERGY LAW STATEMENT OF PLAN CONFORMANCE PLAN CHECK NO . oD" \
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 must be completed for each residential building permit applied
for.
A. STANDARD DESIGN STATEMENT
I have reviewed the plans being submiUjed for the proposed residential building at
"W^TAtiV rwt- (site) for yvfuOv\ - C&VYO/1 (owner) and the design
submitted substantially conforms to the fallowing State Energy Conservation Standards
mandated in CAC Title 24, Sections T20-1401 through T20-1414.
1. Total window and skylight glazing does not exceed 20% of the gross floor area.
2. Ceilings, walls, and floors comply with the prescribed amounts of insulation.
(Refer to form DPL #408)
3. Electric resistance space heating does not exceed 10% of the annual heat load.
4. No electric service water heating proposed.
5. No fossile fuelled^wimming pool heaters. (Effective July 3, 1979)
O
'Signature ' {//Licensed as State of CA License No.
B. ALTERNATIVE DESIGN STATEMENT
I have reviewed the plans and the required supporting calculations and data being
submitted for the proposed residential building at (site) for
(owner), and the design submitted substantially conforms
by the alternative design method to the State Energy Conservation Standards mandated
in CAC Title 24, Sections T20-1401 through T20-1414.
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.
Project Date Summary
Hourly and Annual Building Heat Loss Rate
Heat Transfer Coefficient, Proposed Construction Assembly
Alternative Design Summary
Life Cycle Cost Ana-lysis for HVAC Systems (Electric Resistance Heating)
Life Cycle Cost Analysis for Service Water Heating
Statement for Swimming Pool Water Heating System
Specify Additional Supporting Data Submitted
Form
i~~] Form
\
Form
Form
Form
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Date Signature Licensed as State of CA License No.