HomeMy WebLinkAbout2440 STROMBERG CIR; ; 82-133; Permitti) z 0 ~ ac
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0 I herel,7 ittlrm that I am I
provisions of Chapter 9 (com
Section 7000) of Division 3 of
and Professions Code, and my
full force and effect. lie No _____ Class _
,m lhe Con-I hereby artirm that I am exem'1
¥:~~-~~~f::: ~w ~t~'::1~~ reason (Sec . . Any city or onstruct county which requires a permit t
alter. imp,ove, demolish, or r&pai1
prior to its issuance also requires t such pennit to tile a signed statemen
Ucensed pursuant to the provisions
tractor's license Law (Chacter 9 com Section 7(XX) of D1v1s,on 3 ot the Bus;
fesstOns Code) or that 1s e,cempt thet
basis f0t the alleged exemptK>n. A
Section 7031 5 by an applicant tor a
1y structure,
applicant for
1t that he IS DI lhe Con-
tencing with tss and Pro-rom and the
vtOlattOn of -nit subjects
tne applicant to a civil penalty of no
hundred dollars ($50()) .
□ I, as owner ol the property, or
.. 11h wages as their sole compensa
wOf'k, and the strvcture is not intended
sale (Sec 7044, Business and Pro The Contractor's Lteense Law does
owner of property who builds or irr and who does such WOfit himself or
employees. provided that such im
:>re than five
employees
, will do the ,rotfe<ed for
sions Code: apply to an
ves thereon ugh his own
'effle;'lts are
owever, the not mtende1 or ottered for sale I
building or improvement 1s sold w11
completion. the owner-buildef' will have
of proving that he did not build or
one year of
the burden rove for the
purpose of sale).
□ I, as owner ot the property,
contractin9 with licensed contractOf the P,OJect (Sec. 704A, Busmes·s and
Code: The Contractor's License Law to an owner of property who bu1h
thereon, and who contracts for each
contractorts~ hcense pursuant to t License Law)
e•r.lus1vely
o construct
Prt>fess1ons
es not apply
>r improves ~ects with a ...ontr.ctor·s
0 I am exempt under Sec __ _ __ ,B.&PC.
for this reason ______ _
0 I hereby affirm that I ha·..-e a cert11
10 self-insure, or a cert1hca1e
Compensation Insurance, or a cert1f
(Sec 3800. Labor Code).
POLICYNO~,
COMPANY
ate of con~n1
of Work.,,s·
:I copy the"401
~'1EJ8
. -
-------. -----. --------~ )--CARLSBAD BUILDING DEPARTMENT 0 ----------. ----r --------·-. ---
APPLICATION & PERMIT .... 7' 1200 Elm, Carlsbad, California 92008 (71<1) "38-5525
JOB ADDRESS
A~:Trr;1;p Ir~
BUSINESS LICEI\ISE # VALUATION PERMIT NUMBER
B4t\D g1.1Q'J•J u,o,,,, s-"L1,,,05 ti,3o(p
~-1?3
I OWNER'S NAME .. . 11~:;~ ~,~~~RACTOA vi ~ CONTIIACTORS PHONE t ZONE cL..ll'~ .... \ Kl\. n ~.....__\ ~• ~ \I ,'2.A-2A44
I OWNER'S'MAILING ADDRESS
M,TZ:ADD~ lU.. ~,~ UCENSENO. PLAN 1.0, # BLOG USE CODE ' ~()/,,,JI
I LOT I BLOCK I SUBDIVISION I PARCEL NO. r1 0£S1GN£R STATE LICENSE# STANDARD PLAN # BUILDING SO. FOOTAGE
I 11,;1--~-::----~ -nn 1A~ ~:t?:r I DESCRIPTION OF WORK .
I . OESIOIMR'S ADDRESS DESIGNER'S PHONE
I &QOIJ\.( I '1..lb..,.__~·1 (wpm 6/07 IB26uJi9 i i'-~ I -)Jc,o\L ' ~l)t..}-, F/P F LR ELEV. NO OCCGP EDU ~ao 1_e45r -~ 01102 STORIES t vO NO '2/ 12-3 --' CENSUS TRACT I GP LANO USE I PARKING SPACE RES UNITS I GRADING J'.ERMIT ISSUED I REDEVELOPMENT OCC LOAD r ~~ FIRE SPR
TO N izr AREA ,rt' ~ YON /0 vO NO Not Valid Un~s ~chine Certifi«I
f
SUMMARY/ACCOUNT NU~ _ ~ 1 QTY. PLUMBING PERMIT -ISSUE )1,5;) QTY. MECHANICAL PERMIT -ISSUE .5'. l)i I ~---t 4 EACH FIXTURE TRAP f AJ .171 INSTALL FURN. DUCTS UP TO 100,000 BTU BUILDING PERMIT 01-Mt>/4"o ~l',,Jn t EACH BUILDING SEWER OVER 100,000 BTU SIGN PERMIT ...-111-000-4221 l --I EACH WATER HEATER ANO /OR VENT I'/ -/1!£, BOILER/COMPRESSOR UP TO 3 HP PlAN CHECK ~ 01-000-4806 /,,..U-,f)J t
f I EACH GAS SYSTEM 1 TO 4 OUTLETS 11 -.4". BOILER/COMPRESSOR 3-15 HP 'TOTAL PLUMBING_/ 01-000-4222 ~n_.4n
EACH GAS SYSTEM 5 OR MORE I METAL FIREPLACE ,;;t.dl} ELECTR~ 01 -000·4223 --, ~ (Ft)
f EACH INSTA~ .. ALTER, REPAIR WATER PIPE VENT FAN SINGLE DUCT ,,
~NICAL /., vl) I 01 ·000-4224
V MOBILEHOME I EACH VACUUM BREAKER MECH EXHAUST -HOOD/DUCTS 01-000-4225
f WATER SOFTNER RELOCATION Of EA FURNACE/HEATER J_,"IJ / MOBILEHOME PARK INSP
I EACH ROOF DRAIN (INSIDE) II /IV-SOLAR 01 ·000-4226 I TOT.t;L MECHANICAL
_.11'}P(t:,d)
STRONG MOTION 65-640-0519 ~.t.. I I
I TOTAL PLUMBING I 1/J ~· FIRE SPRINKLERS 01 ·000-4227 t -P' PUBLIC FACILITIES FEE f QTY. ELECTRICAL PERMIT · ISSUE QTY. SOLAR · IS) UE 25-000-4933
_,.,, 00 BRIDGE FEE
□ Copy IS hied with the city
~rt,hed CoPY IS hereby furnished ~~ NEW CONST EA AMP/SWT/BKR
1 PH 3 PH
COLLECTORS ✓
STORAGE TANKS /
//IV -.J V SCHOOL FEE • DISTRICT
JY /jff / Carlsbad 65-623-0519
FROM ,URANCE CERTIFICATl OF EXEMPTIO WORKERS' COMPENSATION II
(This section need not be completed 1f the permit
1s tor one hundred oonars {$100
D I certify that in the performance
which lh1s permI1 IS !$Sued, I shall
person ,n any manner so as to bee
lhe WOOl,ers· Compensa11on Laws o
NOTICE TO APPLICANT II. alter m
ficate of Exemption, you should bee
the Wof11.ers· Compensatton prov1s1on
Code, you must forthwith compl
provisions or lh1s perm11 shall be dee
0 I hereby affirm that !here 1s
lending aoency tor the performance
wh,ch this permI1 Is ,ssued (Sec J09
l ender's Name ______ _
LenOef's Address _____ _
IOt' ~SS)
t the wont for
>1 employ any
ne sub,ect to
::a11torma
In~ this Cert• me sub1ect t?
s of the Labor t with such
med revokeo
construction
ff the work tor r. C1v1I Code)
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EXIST BLOG EA AMP/SWT/BKR ROCK STORAGE / Au I Encinitas 65-624-0519
I PH 3 PH PUMP / // V San Oieguito 65-625-0519
I REMODEL/ALTER PER CIRCUIT c::; C;£,, PlAN CHECyfE San Marcos 65-626-0519
TEMP POLE 200 AMPS / _,,,,.., /'""'\ -r J /" -... ) OVER 200 AMPS / .:Jl.t-( ~ -i 'T".~ \I'~ { /7/.S -
TEMP OCCUPANCY (30 DAYSI ./ '-.
V
TOTAL ELECTRICAL I -,_a TOTAL SOLAR TOTAL FEES PAYABLE I €31 ,{pb
I HAVE CAREFULLY EXAMINED THE OOMPLETEO k~NI) :=:!E · .,. ~.,,.,,._.,,. ........... Olflcllllunclar-=oftllia * AN 0INA PERMIT IS IIEQUIAED FOR EXCAVATIOMS OVER CERTIFY UNDER PENALTY OF PERJURY THAT ALL i110N . THE ...... . llld~nullMd'IGlcl N'-Dr-'! .5• 0-DEEP ANO DEM0UllON OR CONSTRUCTION OF
DECLARATIONSARETRUEANOCORRECTANDtfURl'lllfltl!RnfYANDAORl!l!IPA . IS ~Mll--ll-____,wllllln-,-,.hM.. °'-" STAUCnNSOVEA3SlORIES W HEIGHT ISSUED: TO COMPLY WITH ALL CITY, COUNTY ANO sj,.,. l.AV$GOVEANINQ ~ OOH, Pl(!lllt. « ~ ~ ...._ • 1111111. -:-a-11J -e ...... ~ ~ •-...._ or
STRUCTION. WHETHER SPECIFIED HEREIN OR NOT. I A"8() AGREE TO SAVE INPBIIIIF'l MfD N'l'UC'NIIP8 IIGNAW • 0 0 APPROVED BY DATE KEEP HARMLESS THE CITY OF CARLSBAD AGAINST AU. UAaUTa, JUll8MEN18, 0081S ANO OWNER CONTRACTOR ~ EXPENSES WHICH MAY IN ANY WAY ACCRUE ACW1!!8f .,_., Qt'Y IN C01Ailjlli1ll!M'(E qtF nil: BYPHONI 0 I h·,-~ GRANTING OF THIS PERMIT.
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INSPECTION TYPE DATE INSPECTOR
BUILDING i .
FO~NDATION
I
' REINFORCED STEEL ' MASONRY i
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GUNITE OR GROUT r
FLOOR & CEILING SUB FRAME I '
SHEATHING I
FRAME I I
EXTERIOR LATH lNSULATION I
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INTERIOR LATH & DRYWALL I -,, ~g ,,I),-?_ t .JJ.
PLUMBING I ~,
...._~_j --
SEWER AND BL/CO
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PLUMBING UNDERGROUND 11
T PLUMBING TOP OUT I
TUB AND ~HOWER PAN j
GAS TEST i
ELECTRICAL T
TEMPORARY POWER I I
ELECTRIC UNDERGROUND ~I
I ROUGH ELECTRIC I
ELECTRIC SERVICE t
BONDING A I
'
G. F. I. -SMOKE DETECTOR t
MECHANICAL r
l
DUCT & PLEM., REF. PIPING
,
I
HEAT -AIR COND. -SOLAR SYST6JMS • I
VENTILATING SYSTEMS : • I . . ~
CALL FOR FINAL INSPECTION ~HEN All APPROPRIATE
ITEMS ABOVE HAVEi BEEN APPROVED.
' JOB SITE FINAL
PLUMBING
ELECTRICAL
MECHANICAL
GAS
BUILDING
SPECIAL CONDITIONS
CERT OF OCCUP.:..:A.:..:N-=C..:...Y...:.IS::.:S=-:U::.:E=-=D=--------,.---1.-__ __. _ ___,._
FIELD INSPECTION RECORD
REOUl~ED SPECIAL INSPECTIONS
REQ IF INSPECTOR'S INSPECTION CHECKED APPROVAL DATE
SOILS COMPLIANCE
PRIOR TO
FOUNDATION INSP
STRUCTURAL CONCRETE
OVER 2000 PSI
PRESTRESSED > I CONCRETE ' POST TENSIONED
CONCRETE
FIELD WELDING <'.,
HIGH STRENGTH .
BOLTS
SPECIAL MASONRY
PILES CAISSONS
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INSPECTOR'S NOTES
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ESGIL CORPORATION
9320 CHEl'IAPEAKE DR., !ilt_TJTE 122
HAN DIEGO, CA 9212:J 9 (). _;_ I 3 3 (Tl•t.) 1'580-140~
t< 11/ /(-:::el-. ~ I lfc51Z
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Qtitp of Qtarl.ubab
Pr~:
~ 0 Q. A-H.-
tf\ I~ • CvY1 <;.T. S(?3C~ I
d -r. L-1u/J2._;, JUR ISDICTION ,"l'J~{3tif'-,V DATE~
PROJECT ADDRESS: "l.44/J Sd.aJl/l[B~ C'Jl2Cl.t::-
TO : _______________________ _
PLAN CORRECTION SHEET
SINGLE FAMILY AND DUPLEX DWELLINGS
Plan Check No. 82.-/33 _::o::_
:)ate plans received by plan checker_,_.....;: __ -J.....;.,.==.-
natc i nitial plan check completed~by '
CiiizoRDY~~b7Z-1/-/
?lan check~l imited t o technical requirements
contained in the Uniform Building Code , Uniform
Plumbing Code, Uniform Mechanical Code, National
Electrical Code and state l aws r egul ating 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
o r other departme nts.
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 per mit 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 or igina l pl a n sets that may have
been returne d to l:'u by the j urisdiction,
tc,: R.PI LVPK~ :::pe:er:
To facilitate r echecking, please identify,
next to each circled item, the sheet of
the plans upon which each correction on
thi s sheet has been made and return this
check sheet with the r evised plans.
Indicate on plans the name of the l egal
own<'r and name of person responsibl e for
the preparation of the pl ans. Sec. 302(b)
D APPLICANT COPY
<:::'.'. -□ CITY COPY > D PLAN CHECKER COPY
.✓.-----submit ~ul ly dimensioned plot pl an drawn
/ to scale showing loc3tion size, and use
of all existing and proposed structures
on the lot. Ide ntify property lines and
show l ot dimensions and all easeme nts.
Show location of all cut or fill slopes
and approximate finish floor elevati ons
for all structur es and show e l evations at
all corners. Sec. 302Cbl 7.
/,ndicate distance from center-li ne of stree t
/. ~r a lley to property line and distance f rom
curh to property line. Sec. 302(bl7
Plans, specifications and cal culations shall
be s igned by a Cal ifornia State l icensed
e ngineer or architect. (California
Business and Professions Code)
n . FIR~ PROTECTION
'~alls c loser than 3 feet to property lines r· ;hal l be one-hour fire-rated construction,
have no openings, and shall have 30 i nch
parapets when the building floor a r ea exceeds
1,000 square f eet on any f l oor. (Table 5-A
Sec. l 709 (al
/Projections, incl uding eaves, may not extend
more than 12 inches into the 3 foot setback
from the property line. Sec. 1710 and
Sec. 504(b)
~Projections, inc l uding eaves, s hall be one-✓· hour fire -resisti ve construction, heavy
timber or of non-combustible material if
t hey pr oject into the 3' setback ~,ea from
the property line. Sec. 1710
Show location of p..:rn,,,ne ntly wir,sd smoke
dr t ~ctor. Sec. 1210
t"c_ ROOM SI ZES 1 l,IGHT1 VENTILATIONS AND GLAZING
,/ One room must contain a mini m•Jm of 150 square
/ ·· feet of superficia l floor ari:•,1. Sec. I 207(b)
/·
ll<1 bi table r ooms , oth••r t.han k1 tcr•cns, s hall
contain at least 70 sq•rnrt' f eet o f Cloer
<1rea . Sec. 1207(h)
~indow area must Le at least 1/10 of the
floo r are a and a minimum of 10 square feet
per Sec. 1207(a). Appears to be deficient
in
Openable window area muse be 1/20 of the
floor a r ea and a minimu~ of 5 square f eet.
In bathrooms , laundr y rooms and similar
rooms. Mi nimum is 1 .5 sq.ft. (Sec.1205(a)
One -half of all required window area must
be openable in
Provide mechanLcal ventilation capable of
provid ing five air changes per hour in
bathrooms, wate r closet compartments, laundry
r ooms and similar r ooms if required windows
arc not provid~d. Sec. 12051a)
,✓ No habitable room, 0 ther than a kitchen,
/ · s hall b~ less than 7 '(1'' in any riimension.
Ser.. 1207 (c)
Show that ceiling he ight for habitable
r ooms i s a minimum of 7'6". Sec. 1207(a)
( ~t.A)S~u 1 ·, • ·, .n . .c·"'•·, · · p,, ,t,,1L s c, t-1
~ . ~ \I,.(? \ \ll"'lc.. _,,,,,., ' ... _ \:•\,c::.. +~«
.• 'A-;1),'\hl"'1-
y· Show ceiling height for laundry rooms,
hallways, corridors, and bathrooms is a
minimum of 7'0". Sec. 1207(a)
~Provide JO" clear width for water closet /' --compartments and 24" clearance in front
of water closet. Sec, 17ll(b)
../,o cooking room shall be used for sleeping
/· ~urposes, unless complying as an efficiency
living unit. Sec, 1208
/ Specify safety glazing for glazing in hazardous
/~· locations such as glass doors, glazing
adjacent to such doors and glazing adjacent
/
to walking surfaces. Sec. 5406
Glazing in shower and tub enclosures
(including windows) shall be tempered,
laminated or approved plastic.
Sec. 1711 (f)(gl
£steeping 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 square feet with the minimum
openable width 20• and the minimum openable
height 24•. Sec. 1204
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)
40/'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 651 of the long side open to the
room below.
A'.,.-;he loft you show does not comply as a y· ~ezzanine floor and is, by Building Code
D.
4&.
definition, a story ______________ _
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 1 -a·
in height, and shall be capable of opening
at least 90 degrees. Sec. 3J03(e)
Provide 36" high protective railing for
porches, balconies, and open sides of landings.
Maximum opening between railings shall be
less than 9•. Sec. 1716
Show how guardrail connection details are
adequate to support 20 pounds per lineal
foot at a right angle to the top rail.
Table 23-B
✓-· Provide stairway and landing details.
/ Sec. 3305fbl & (cl
a. Maximum rise a• and minimum run is 9".
b.
c.
Min1mum head room is 6'-6".
Minimum width is 30".
. Handrails shall satisfy the following:
a. Provide handrail for stairways over 30•
high when serving a single dwelling.
Title 24, Sec, T25-22(bl
Handrail shall be 30• to 34• above the
nosing of treads. Sec. 330S(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. 3305(j) (see attached!
✓ Every stairway landing shall have a dimension, / •. measured in the direction of travel, at
least equal to the stairway width.
sec. 33051gl
5~ 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 of
a stairway provided the top step is not
more than 7 1/2" lower than the floor level. _ /e. 3303(il2
/· ~rovide 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 JO inches. Sec. JJ05(d)
// (see attached)
_J'!· 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.
Sec. 3305(f)
(see attached)
Sprial 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
/
pace of 26 inches between the column and
andrail, Sec. 3305(f)
5)L
rovide I.C.8.0. Reasearch Report and Number
or 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(fl
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 stair-
way. An exit balcony with 2 separated
stairways is ~:-c~mpt.. Sec. 3305
Exterior stairways 5hall not project into
the 3 foot setback from the property lines.
Sec. 3305(n)
'.
~\-fT.~. Sbou~ 2.1e.1t: •~,•~I I \' j>. The walls and soffits of the enclosed us~able
space under interior stairs shall be prote cted
1 o n the enclosed side as r equired for one-hour
fire-resistive construction. Sec. 330S(m)
/
E.
Minimum construction specifications shall
be made a part of the approved plans ...............
(See attachedl \M U;? o 't4 YL '"'_tJS, l
ROOFING '-----'----'
~ Specify roof pitch.
//Roof pitch is not adequate for roof type
/ specified. Specify minimum pitch of ____ _
/.. Specify roof material and application.
'Jo<.' Specify I.C.B .O. approval number for roof
/--materials not covered in UBC.
_,;,<. Specify roof slope for drainage or des:gn
~o support accumulated water. Sec. 3207(a) d-Show roof drains and overflows. Sec. 3207(a)
/
Provide skylight details to show compliance
with Sections 3401 and S207 or provide ICBO
approva 1 number. ~~ ~ ) O , J . ,...,
~rovide plastic roof panel details to show
ff.
compliance with Section 5206 or provide
ICBO number .
Show attic ventilation. Minimum vent area
is l /150 of attic area or l /300 of attice
area if at least SO\ of the required vent
is at least 3 feet above ceiling joists.
Sec. 3205(c)
MASONRY
✓.'Provide fireplace construction details or
/ note construction to be per attached fireplace
A andard drawing . Sec. 3707
ow veneer support and connections comply
th 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 /Y• all masonry walls. Chapter 24
89 . Note that cleanout openings shall be· provided
at the bottom of all cells to be grout fill ed
o ver 4' in a single pour. Cl e ano ut s hall
,.. , ,,,8 2 •
be sealed before grouting, after inspection.
Sec. 2415
Show floor and roof connections to masonry
walls. Connectio n shdll resist 200 pounds
per lineal foot or the actual design load,
~hichever is greater. Sec. 2310
Provide material specifications for mortar,
grout, masonry and reinforcing steel.
Sec. 2403 ✓ Show how masonry house walls retaining earth
1/:re to be waterproofed. Provide detail.
Note that special inspection of the maso nry will be required for _____________ _
G. GARAGE ANO CARPORTS
.>,-PO.Garage requires one-hour fire pro tection
_,.. o n the garage side of walls and ceilings
common to the dwelling. Table 5-B Sec.SOJ(b)
.A ll eJe~~ suppor,ing floor wve gara~ /"' ;"'on'av~ o~e-hou: fi:e-res!sti~ protect ion ~ ~ 1 on the 9a~age side. Sec. SO 3. Oeams and 'J\ posts, not within the wal l o r ce1l1ng co n-
\ struction , must comply with UBC, Table 4 3-A ,
(
1 · • \ 1 o r be minimum 6 • d imension beam and m1n1mum
:, 1, 8 " b' 8 " post.
''-' \
-"'("\ I • \
I c:'
..--.. '(%' • . Show 1 3/8" solid core self-closing door
for openings between garage and dwelling.
Sec. 503(d)
1,...8".l. Garages are not permitted to open into
/ ~ r oom used for s leeping purposes. Sec. 1104
y><. Openings between carport and residence
/ require sel f-closing doors and stationary
windows. Sec. 1214
'~Show garage framing section, s ize of header r·· over garage opening, lateral cross bracing
at pl ate line and method of bracing garage
front. Chapter 23
NOTE: Minimum plywood diaphragm ratio is
3 1/2 to l or 2'8". Table 24-I
1~ Doors between d wellings and attached garages
./ may swing in either direction provided
the difference in floor elevation between
the dwel ling and garage does not exceed
7 1/2 inches and provided the door is not
used as the primary means of egress from
the building.
If the difference in floor elevation exceeds
7 1/2 inches, or if the door is used as
the primary means of egress from the building,
additional steps o r landing must be provided
in accordance with stairway requirements,
and the door must not swing over the depressed
level. (see 3303( i)2 and 3305 (g).
Provide 18" raised platforms for any FAU,
water heater, or any other device which
.may generate a flame or spark. ~ Note that continuous fire wall protection ✓-· shall be installed behind raised p latform(s)
prior to framing platform.
H. ,FOUNDATION REQUIREMENTS
~ Note on plans that"A soils engineer shall
/ eva1uate any unanticipated uncompacted fi l l
or expansive soil or other soil problems
A isclosed during construction". Sec.306(al12.
ubmit soils classification determination
ya licensed e ngineer or a rchitect based
on obser vation, tests, borings, or excavations,
and containing comments on the degree of
e xpansiveness, compr essibility and bearing
/~lue. Sec. 2905
>-21"· Note on the plan the soils classification,
/ whether o r not the soil is expansive, and
note t he a l lowab le bearing value . Sec. 2905
l22. The foundation plan does not comply with
the soil report recommendat ion for this project ____________________ _
l~Provide notes on the foundation plan listing
/ the soils repor t recommendations for foundations.
slab and building pad preparation.
Note on the foundation plan that "Pr ior
to the Contractor requesting a Building
Department foundation inspection, the
soils engineer shall advise the Building
Official in writing that:
1. the building pad was prepar ed in accor-
dance with the soil s report:
2. the utility trenches have been properly
backfilled and compacted, and:
3. the foundation excavations, forming
and reinforcement c omply with t he soils
report and appro ve d plan."
12-6 . ....-Provide spr ead footing s for concent r ated
' l oads de stgned for I ,000 PSF sot l bearing
or per bea r tng va lue as determined by
an engineer o r 3 r c hitcct. Ch~pt er 29
p( Show height of all foundation walls. Chapter 23 'y. Show height of retained earth on all foundation
walls. Chapter 23
i/4 Show distance of foundation to edge of /•v• cut or fill slopes and show steepness and
heights of cuts and fills. Chapter 29
12'1". :)lote on plans that wood shall be 6" above 7 · · finish grade. Sec. 24l 7 (c) 7.
Note on plans that surface water will drain
away from building and show drainage pattern
and key elevations . Sec. 2905(fl
Dimension foundation per Table 29A.
TABLE NO. 29-A-FOUNDATIONS FOR STUD BEARING
WALLS-MINIMUM REQUIREMENTS
Dr,TH or
FOUNDATION WIDTH THICKNESS IUOW
NUMIEII TNICllNUS Of o, OF NATUUL
OF FOUNDATION WALL FOOTING FOOTING SUIIFAC[
STOIIIU (IIICbtl) (lnchtsJ (lnchtsl OF CIIOUND
AND FINISH
CONCIICTE UNIT CIIAOE
MASONIIY (Inches)
>---· --
l 6 6 12 6 12
2 8 8 15 7 18
3 10 10 18 8 24
~OTES:
\Vhett unusu:Ll condition., or frost conditions are found, footU'\gs an<l foundations shnll h• as r<(luirtd in S<etion 2907 1a ).
The ground undtr the floor may be-e-xcavate-d to th(' t·lt-\·:lt1on of tht·
lop of the footioc:.
Show foundation sills to be pressure treated,
or equal. Sec. 2517(c) 3.
Show foundation bolt size and spacing.
Sec. 2907(el
l ~ecify size, ICBC number and manufacturer
~--~£power driven pins. Show edge and end
how size, imbedment and location of hold A istance and spacing. Sec. 306(f)
A n anchors on foundation plan. Sec. 2312(f)
l . Note on plan that hold down anchors must
be tied in place prior to foundation inspection.
Sec. 2312(fl
1 7. Show adequate foot i ngs under al l s hear
walls. Sec. 23ll!e l
_1)<. Show stepped footings for slopes steeper
/ ~ than 1:10. Sec. 2907(cl
-~ Show minimum 18" clearance from grade to
/ bottom of floor joists and minimum 12"
clearance to bottom of girders. Sec. 2517
uef.'" Show pier size, spacing and depth into
/ undisturbed soil. Tabl e 29-A
I l~ Show minimum under floor access of l8"x 24".
Sec. 2517
....
Note cross bridging or blocking. Floor
joists and rafters more than 12" in depth
and spanning mor e than 8 fe et 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(gl
Show solid blocking at ridge line and
at exterior walls on trussed roofs.
Sec. 2506(g)
165. Show double joists. Floor joists shall
y6.
~-
be doubled under bearing partitions running
parallel with the joists. Sec. 2518(dl 5
Show rafter ties. Rafter ties shall be
spaced not more than 4 feet on center
where rafters and ceiling joists are not
parall el . Sec. 2518(hl
Show rafter purl i n braces to be not less
than 45 degrees to the horizontal. Sec. 2518(hl
Show 1/2" minimum clearance between top
plate of interior partitions and bott om
chord of trusses. (To ensure loading
will be as designed.)
Show double top plate with minimum 48"
lap splice. Sec. 2518(gl4
Show nailing will be i n compliance with
Table 25-P.
Vl . Provide fire stops between stories, between r top story and roof space, at ceilings
and floor l evels 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 l ine 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 flame. Sec. 25171fl
,✓ Show stud size and spacing. Maximum al l ow-7-· able stud heights: 2"x4"@ l6" is 14 ';
3"x4"&2"x6"@ l6"o.c. is 20 '. Sec. 25 18(g) 2
1 / Note an A.I.T.C. Certificate of Compliance .,.Y'· for glued laminated wood members shall
be given t o t he Building r nspector prior
to erecti on. Sec. J06 (f l
Detail all post t o beam and post t o footing
connections . Sec. 2517(c) 4
Specify natl size and spacing for all
shear walls, floor and roof diaphragms.
Indicate required blocking. Maintain
maximum diaphragm dimens i o n ratios.
I Tables [,J,K).
Show J"x4" or 2"x6" studs in first story
of three story building. Sec. 2518(f)
ty.Show minimum under floor ventilation equal
/ to l 1/2 sq . ft. for each 25 lineal feet
of exterior foundation with openings as
/77. Provide truss details and t russ calculations. ·_ A Provide roof framing plan. Sec. 302 (a )7
~ Provide framing sections through ~yJ fl•~l~g
f°{?.bN,\;f 1\ (' • ,-: 'I ,,·.:... 1 i...!..\\ 1 \~.....> .
I.
6 l. /
close to corners as practicable to provide
cross ventilation o n at least two approximate-
ly opposite sides. Sec. 2517
FRAMING
Section 302(al 7 (:f-/l'" .. 11 1J C,r -m,v~!: l.,..u,\ 0 ",
,-\l. P. ,.; S r-~'l 1 ll 1.::--0 '7 ~ Specify all header sizes for opening over •
4' wide . Sec. 2518(gl 7
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 thic ker s hall be No. 1 Grade Douglas
Fir-Larch or better. (Table 25-A-l l
~ Provide calculati ons for 4 '>(.\ "2-, ~e"" ~ H:e:!,V(;:;'1 7, tt nn., C:,\(.1 4 P,.;>.), ~T
Show wall bracing. Every exterior wood
stud wall and main c ross partiti on shal l
be braced at e ach e nd and at le ast every
25 feet of length with lx4 diagona l
let-1n brace or equivalent . Sec. 2518(q)S
Section J02(a l 7 , ,-,
In are as sub ject to wate r splash and in
e xte r ior l oca t i o ns , wood c olumns and posts
shall be supported by pie r s projecting
at least 2" above the f ini shed grade and
s hall bea r on a metal base p lat e or tre ated
wood unless t he columns or pos t s are foun-
dation gra de redwood or cedar. Sec . 251 7(c l 4
l~Show location of attic access with minimun
s ·ze 22" x 30". Sec. 3205
ow draft separation for attic areas
1~ excess of 3,000 sq.ft. Sec. 3205
y."show draft separation for space between
dropped ceilings and floor above in excess
of l ,000 sq.ft. Sec. 2517 }'8( ecify plywood grade a nd panel i ndenti-
cation index. Table 25-J
hen roof pitch is less than 3:12, design
ridge as a oeam. Sec. 2518 (hl
,..,.,...---wood shear walls shall not be used to 7". ~esist horizontal forces contributed by
masonry in buildings over one story in
A eight. Sec. 2516(b)
Gypsum lath and plaster, gypsum s heathing
board and gypsum wallboard shall not be
used 1n vertical diaphragms to resist
forces imposed by masonry or concrete
construction. Table 47-I fa If cripple wall studs are less than 14",
~aming shall be solid blocking. Sec.2518(g)6
Cripple wall studs exceeding 4 feet in
height shall be 3 inch by 4 inch or 2 .
inches by 6 inches when supporting 2 s tories.
Sec. 2518(gl6
Show plywood sheathing over exposed eaves,
or other weather exposed areas, is exterior
grade. Sec. 2517(gJ 3
,/Showa weep screed at the foundation plate 7·· line on all exterior stud walls to be
uccoed. Sec. 4706(e)
ovide an approved waterproof building
per under wood siding. Sec. l70l(a)
~ Show access to the attic or under floor
furnace to be minimum 30 inches by 30
inches. Sec. 708, 709 UMC
,,_/Note that passageway to the attic furnace ,7'" ~hall be unobstru~ted and have continuous
solid flooring not less than 24 inches
wide. Sec 708 UMC
v~: Show permanent electrical outlet and
/ lighting fixture controlled by a switch
for the attic furnace. Sec. 708 UMC
u f-show details to comply with Section qo9
./ for furnace under the floor, Section 708
for attic furnace, or Section 710 for
/.of or outside furnace.
2~. 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. l706(a)6
IL ELECTRICAL (National Electrical Code)
All wiring shall comply with the National Electrical
Code 7 Note.on the plan the amperage of e l ectrical ervi ce.
_J_ the electrical installation is ~ore
than 200 amperes, show panel location
and provide a single line diagram and
load calculations including:
a. Wiring method employed.
b. Sizes of all conductors, switches,
c .
d.
e.
circuit breakers, fuses, and conduits.
Approximate length of service feeders.
Provide plot plan showing services,
all panel locations, circuit arrangement
and load distribution on panel busses.
Provide typical panel schedule(s J.
195. Specify an approved flashing for exterior
openings and parapet walls. Sec. 3208
,✓ Show corridor width to be minimum 36". ✓-~ec . 3304(bl
JJ"'· :pecify truss layout for 30" x 30" attic
~ ;tr~ 5-
. Y'·
Dwellings require minimum 100 amp service.
Show location of all electrical receptacles.
Electrical receptacle locations and/or
spacing is not adequate in NQ.u.., CI\ '.B \IVGJ":
l"t.e c.o..i, ¼>A
.
access.
Ridges, hips, and valleys shall be at
least one size larger than supported
Y9·
rafters. Sec. 2518(h) 3
Provide metal straps across ridge beam
and rafters.
J. MECHANICAL
All heating, ventilating, and cooling systems
and appliances shall comply with the Uniform
Me~ical Code.
_.)-61)-~how the s ize, location and type of all
heating and cooling appliances or systems.
,o.-<r""' Show source of combustion air for furnace 7•· will comply with Chaper 6, U.M.C.
y-1.
At least o ne receptacle shall be installed
outdoors, in basements and attached garages,
other than laundry outlets. Art. 210-25(b)
Show minimum dwelling lighting (NEC
Art. 210-26(a) and GFI'S in garage, baths
and outdoors. NEC Art. 210-8(a).
Note "LIFER" ground to be provided (NEC).
Art. 250-81
PLUMBING (Uniform Plumbing Code)
All plumbing shall comply with the Unifrom
Plumbing Code.
236.
t,;;')_ .~very dwelling unit shall be provided with
~,h\iheating facilities capable of maintain-
,i..,;J) ,~· ing a room temperature of 70° F. at 3 ,-r1:.>1 .I feet above the floor in all habitable
.fi·
Show water heater size, type and
l ocation on plans.
Show method of providing combustion air
to fuel burning water heater. Sec. 1307
\~ ,t}) 1rooms. Show basis for compliance. UBC f/1 • Sec. 1211 ~ •• Show minimum 30" deep unobstructed working
20~.
space in front of furnace .
Note on plans.clearances to be
turers listing. Sec. 704 UMC
per manufac-
Furnace shall not be installed under any
stairway. Sec. 704 UMC
Furnace shall not be installed in any
bedroom, bathroom, closet, or 1n confined
space wit h access o nly t hrough such room,
~nless spe c 1f 1ed as direct vent appliance,
~nclosea furnace o r e l ectric heating appliance.
Sec. 70 4 .JMC
2])1. Show ICBO approval for prefab fireplace
and provide approved installation instructions
at )Ob site.
238.
/
r·
Fuel combustion water heater shall not be
installed in bath or bedroom or in a closet
opening into bath o r bedroom. Sec. 1309
Provide adequate barrier to protect water
heater from vehicle damage. Sec. 1110
Show T and P val ve on water heater and
show route of discharge line to exterior
Sec. 1007(e)
Provi de dryer vent to outside.
Sec. 1903
UMC
Note on t he plan that hose bibbs and lawn
sprinkler s ystems s hall have approved
backflow p r e vent i o n dev ices. Sec . 1003
Shower s tal l shal l accomodat e a 30"c 1rcle
and have a m1n1mum f l oor area of 900 sq.i n.
UPC 909(d l
!!..:_ fiOISE INSULATION (DUPLEXES)
~-~how details of duplex common (party) wa l ls
and floor/ceiling assemblies to achieve
a Sound Transmission Class (STC) rating
in walls of 50 decibles a nd an Impact
Insulation Class (IIC) rating on floor/
eiling of 50 decibles. Title 25
how how pe netrat ion of assemblies for
piping, electrical devices, recessed cabinets,
bathtubs, soffits, or heating ventilating,
or exhaust ducts shall be sealed, lined, A insulated to maintain required sound
ransmission rating. Titre 25
rovide insulation i n walls and ceiling
to achieve STC of 50 between garage and
living area if garage use is not controlled
by resident Title 25.
NERGY CONSERVATION
11 addi tions to existing residential
uildings must comply with Title 24
energy regulations. Additions exceeding
30\ of the exist ing building requires t he
existing and addition to have R-19 ce iling
insulation if the existing c eiling area
is accessible for insulation installation
a20-l40l (cl.
,/Specify the insulation R valves for walls, r· roof and ceiling. (R-11 for walls: R-19
for ceilings, or provide details and analysis
or alternate design. T20-1403 Table A & 28.
pecify the gross floor area or heated
portions of the dwelling, and the area
• f glazed openings on the plan. (T20-l430l
rovide an analysis justifying i ncreasing
he single glazed area beyond 161 of the
gross floor area. Show method to reduce
heat loss to that which would occur with
basic glazing. (T20-l402,def.l 21✓.-'Provide energy analysis to show that the ✓-bonnet capa cit y of the gas central furnace
does not exceed the building design heat
loss by more than 301. (Exceptions :
48,000 BTU Hr. output furnace. See also
Ca lifornia Efficiency Adj ustment.) T24-1404
Note on plan that all tranverse ducts,
plenums, and fitting joints of HVAC system
s hall be s ealed 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-l404l
Note on p lan that all doors and windows
to the exterior or to unconditioned areas
shall be fully weather striped per ANSI
Standard. (T20-l403).
. Note on plan that back draft dampers are
required on all fan sys t ems exhausting
;/
air from the building. T20-1403
Electrical resistance space heating shall
not be used unless:
a. 60\ of heating/cooling is supplied
by a nondepletabl e source.
b. supplements a heat pump system.
c . less than 10\ of total heating system.
d . life cycle cost analysis justifies.
/.
T20-l404
Note on plan that all heating and cooling
equipment efficiencies shall confo rm to
Title 20-Chapter 2, Subchapter 4, Article 4.
(75\ tor forced air furnaces).
/' Note on plan that no natural gas, centr al
heating plant may be installed without
_ /an Intermittent Ignition Device. T20-1 405 ,J. Electric resistance water heating is not
permitted unless verfied as cost effective
by a life cycle cost anal ysis. T20-1406
~
Outdoor pools with fossil fuel heaters
require pool covers as well as other energy
saving devices such as time clocks, etc.
T20-1406
MISCELLANEOUS
Show a minimum 2" air space and f l ashi ng
between planter and building walls.
Sec. 2517(e)
Specify material to be used under the
shower tile. Sec. l707(a)
Specify· lath and plaster to comply with
Chapter 47, UBC.
Two 3/4" copper pipes must be installed
from water heater location to co nvenient
location of future solar panels (City Ord.)
Provide sleeves (roof jacks) in roof for
t future 3/4" copper pipes to cvnvenient
ation of future solar panels (City Ord.)
e that solar water piping is to be insulated
in areas that are not heated or cooled.
(City Ord. l
See attachment for roofing requirements.
The plans were reviewed based on the information shown on
the plans. If the plans are in error, or changed during
cons truction, the permittee shall contact the Building
Department for review and prior approval before proceeding
with the work:
0 Building plans are substantially correct
and complete.
By: ________________ _
Date: __________________ _
0 Building plans would be substantially correct
and complete if mino r corrections are made
at counter.
By: ________________ _
Da te: __________________ _
Building plans require major corrections and
complete plan recheck, by plan check
ed.
If you have any questions regarding this plan check, please
call ___________________ at _________ _
We ..,ould also be pleased to meet with you, at no charge, if
additional assistance is needed.
" I ·'
/ D APPLICANT COPY
_fr~~\C..AvJT' ·, ~ ~L~ fhl.e q()\-~'\ t ~ I e't-e . \{e,,~~--:a~~C~IT~Y:"""".c~O~P~Y---->
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µcv' UJIU...P.:,e l'Yl jl\-0&" l'\-FiE1'2 61 1 )~II , \.?.ec t>' P" Qtitp of Qtarl~bab , ·
~ (:-~. Cl1'\.LuL,flrl10 ll)..!S. t\-fl.E'" 1Z~1 llt;U
TO <9-vt Su ta?, ~ I ~ Tl fl-Ct a.o::)'~ d:::::. 1 C 1+1 W1 r\iQ(.J .
.Su~fc)12,f o~1 So\l .... '3!2.&, t(J1it,,n I 52'.o tt--/rl,J
L14=r"ct2AL f\-09.QUAGL,fJ COYiY)e.diCll1S I o..,;k., .'P~
\? \1.{) \,)I \)Q CoJ UJL.14-11 6t'U~ 6:, ..,-0 D rt, C\ I tJ D 8if\ 1 L..S. , s .
Submit fully dimensioned plot plan drawn
to scale showing l oc3tion 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 e l e vations at
a ll corners. Sec. 302(b)7.
Indi cate distance from cente r-line of street
or alley to property line and distance from
c urh to property line. Sec. 302(b)7
JURISD ICTION: CY-h'U-51bA:;O DATF. 5'\':\\ ~z.,
PROJECT ADDRESS: "Z 44-o S.:::rrzoM al.:::~-G\ ,i..u..e-~. Plans, specifications and calculations shall
be s igned by a California State licensed
e ngineer or architect. (California
P.'ltf! plans
~ate plans received by plan checkerc:'-"-La...=.....;;:=--t--
Date i nitial plan check completed f 12,. \ by~
fOREWClRD: PLEASE READ 1:5'\"\
0 lan check is limited to technical requirements
contained in the Uniform Building Code, Uniform
?l umb1ng 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
De par tment. You may have other corrections
based on laws and ordinances enforced by the
Planning Department, Engineering Department
o r other departments.
The ite ms circled below need c larification,
modification or change. All circled items have
t o be s atisfied before the plans will be in
conformance with the cited codes and regulations.
Pe r Sec. 303 (c), 1979 Uniform Building Code,
the approval of the plans does not permit the
v iolat i o n of any state, county or city law.
I . Please make all corrections on the original
tracings and submit two new sets of prints,
and any original plan sets that may have
been returne d to you by the jurisdiction,
to:
~-To facilitate rechecking, pl ease ide ntify,
next to each circled item, the sheet of
the plans upon which each correction on
t his sheet has been made and return this
check sheet with the revised plans .
Indicate on plans the name of the l e gal
owner and name of person responsible for
t he prepara tion of the p lans. Sec. 302(b)
Business and Professions Code )
n . FIR~ PROTF.CTION
12 . Walls closer than 3 feet to property lines
shall be one-hour fire-rated construction,
have no openings, and shall have 30 inch
parapets when the building floor area exceeds
1,000 square feet on any floor. (Table 5-A
Sec. l 709(a)
13. Projections, including eaves, may not extend
more than 12 inches into the 3 foot setback
from the property line . Sec. 1710 and
Sec. 5041b)
14. Projections, inc luding eaves,shall be one-
hour fire-r esistive construction, heavy
timber or of non-combustible material if
they project into the 3 ' setback area from
the prope rty line. Sec. 1710
I ,. Show l ocation of p.:-rn1,1ne ntl y wircd smoke
d~t c c tor. Sec. 1210
C ~--ROOM SIZES, l,IGHT, VF.NTILI\TIONS ANO GLI\ZIN<l
~~. One room must contain a mi n imum of 150 square
feet of superficial floor area, Sec. 1207(b)
2r,. ll11hi table r ooms, oth,,r than kitchens, shall
contain at least 70 squar e feet o f floor
area. Sec. l 2 O 7 ( b)
27. ~indow a r ea must teat l east l/10 of the
floor area and a mi nimum of 10 square feet
per Sec. l207(a). Appears to be deficient
in
28. Openable window area must be 1/20 of the
f loor area and a mi nimum of 5 square feet.
In bathrooms , laundrv rooms and similar
rooms. Minimum i s 1:s sq.ft. (Sec.l205(a)
29. One-half of a ll required window area must
be openable in
30. Provide mechanical ventil ation capable of
providing five air changes per hour in
bathrooms, water closet compartments, laundry
rooms and similar r ooms if required windows
are not provided. Sec. 12051a)
31. No habitable room, other t han a kitchen,
shall be less than 7'0" in any dimension.
Sec. l207(c)
12. Show that ceiling heigh t for habitable
rooms is a minimum of 7'6". Sec. l207(a)
. '
3 3.
34.
35.
36.
37.
38.
39.
40.
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
of water closet. Sec. 17ll(b)
No cooking room shall be used for sleeping
purposes, unless complying as an efficiency
living unit. Sec. 1208
Specify safety glazing for glazing in hazardous
locations such as glass doors, glazing
adjacent to such doors and glazing adjacent
to walking surfaces. Sec. 5406
Glazing in shower and tub enclosures
(including windows) shall be tempered,
laminated or approved plastic.
Sec. 1711 (fl(gl
Sleeping rooms shall have a window or
exterior door for emergency exit. Sill
height shall not exceed 44n above the floor.
The window must have an openable area of
at least 5.7 square feet with the minimum
openable width 20n and the minimum openable
height 24n. Sec. 1204
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. l206(dl
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.
41. The loft you show does not comply as a
mezzanine floor and is, by Building Code definition, a story ______________ _
D. EXITS, STAIRWAYS, AND RAILINGS
45. Floors above the second story shall have
not less than 2 exits. Sec. 3302(a)
46. Required exit doorways shall be not less
than 36" in width and not less than 6'-8"
in height, and shall be capable of opening
at least 90 degrees. Sec. 3J03fel
47. Provide 36" high protective railing for
porches, balconies, and open sides of landings.
Maximum opening between railings shall be
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 the top rail.
Table 23-B
49. Provide stairway and landing details.
Sec. 3305(bl & (c)
a. Maximum rise 8• and minimum run is 9".
b. Minimum head room is 6'-6".
c. Minimum width is JO".
50. Handrails shall satisfy the following:
a. Provide handrail for stairways over 30•
high when serving a single dwelling.
Title 24, Sec. T25-22(b)
b. Handrail shall be 30• to 34" above the
nosing of treads. Sec. 330S(j)
c. 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 l 1 / 4" nor more than
2" in cross-sectional ,dimension.
Sec. 330S(jl (see attached)
51. Every stairway landing shall have a dimension,
measured in the direction of· travel, at
least equal to the stairway width.
Sec. 3305{g)
52. 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)
53. A door may open inward at the top step of
a stairway provided the top step is not
more than 7 1/2• lower than the floor level.
Sec. 3303(i)2
54. 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)
55. Provide spiral stairway details:
56.
57.
58.
59.
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.
Sec. 3305(f)
(see attached)
Sprial stairways may not be used for required
exits when the area served is greater than
400 sq. ft. Sec. 3305(fl
Spiral stairways must have a clear walking
space of 26 inches between the column and
handrail. Sec. 330S(f)
Provide I.C.B.0. 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(fl
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 stair-
way. An exit balcony with 2 separated
stairways is exP.mpt. Sec. 3305
60. Exterior stairways shall not project into
the 3 foot setback from the property lines.
Sec. 3305(n)
. ;
61. The walls and soffits of the enclosed useable
space under interior stairs shall be protected
on the enclosed side as required for one-hour
fire-resistive construction. Sec. 330S(m)
62. Minimum construction specifications shall
be made a part of the approved plans.
(See attached)
B. ROOFING
70. Specify roof pitch.
71. Roof pitch is not adequate for roof type
specified. Specify minimum pitch of _____ _
72. Specify roof material and application.
73. Specify r.c.e.o. approval number for roof
materials not covered in USC.
74. Specify roof slope for drainage or design
to support accumulated water. Sec. 3207(a)
75. Show roof drains and overflows. Sec. 3207(~)
76. ?rovide skylight details to show compliance
with Sections 3401 and 5207 or provide ICBC
approval number.
77. Provide plastic roof panel details to show
compliance with Section 5206 or provide
ICBC number.
78. Show attic ventilation. Minimum vent area
is l/150 of attic area or l/300 of attice
area if at least 50% of the required vent
is at least 3 feet above ceiling joists.
Sec. 3205(c)
8. MASONRY
85. Provide fireplace construction details or
note construction to be per attached fireplace
standard drawing. Sec. 3707
86, Show veneer support and connections comply
with sec. 3002, 4,5,6, and Sec. 25l6(al
regarding ties and #9 wire in horizontal
joints or note construction to be per attached
sheets 30-1 or 30-2.
88. Show height and construction details of
all masonry walls. Chapter 24
89. 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. 241S
91. 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
92. Provide material specifications for mortar,
grout, masonry and reinforcing steel.
Sec. 2403
93. Show how masonry house walls retairiing earth
are to be waterproofed. Provide detail.
94. Note that special inspection of the masonry will be required for _____________ _
G. GARAGE AND CARPORTS
100.Garage requires one-hour fire protection
on the garage side of walls and ceilings
common to the dwelling. Table 5-B Sec.503{b)
101,All 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 uec, Table 43-A,
or be minimum 6" dimension beam and minimum
8" by 8" post.
102. Show l 3/8" solid core self-closing door
for openings between garage and dwelling.
Sec. 503(d)
103. Garages are not permitted to open into a room used for sleeping purposes. Sec. 1104
104. Openings between carport and residence
require self-closing doors and stationary
windows. Sec. 1214
105. 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 l or 2' 8". Table 24-I
106. 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.
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 stairway requirements,
and the door must not swing over the depressed
level. {see 3303(il2 and 3305 (g).
108. Provide 18" raised platforms for any FAU,
water heater, or any other device which
may generate a flame or spark.
109. Note that continuous fire wall protection
shall be installed behind raised platform(sl
prior to framing platform.
ff. FOUNDATION REQUIREMENTS
119. Note on plans that"A soils engineer shall eva-luate any unanticipated uncompacted fill
or expansive soil or other soil problems
disclosed during construction". Sec.306(a)l2.
120. Submit soils classification determination
by a licensed engineer or architect based
on observation, tests, borings, or excavations,
and containing comments on the degree of
expansiveness, compressibility and bearing
value. Sec. 2905
121. Note on the plan the soils classification,
whether or not the soil is expansive, and
note the allowable bearing value. Sec. 2905
122. The foundation plan does not comply with
the soil report recommendation for this project ·
123. Provide notes 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 Department foundation inspection, the
soils engineer shall advise the Building
Official in writing that:
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
loads designed for 1,000 PSF soil bearing
or per bearing value as determined by
an engineer or architect. Chapter 29
'
126. Show height of all foundation walls. Chapter 23
127. Show height of retained earth on all foundation
walls. Chapter 23
128. Show distance of foundation
cut or fill slopes and show
heights of cuts and fills.
to edge at
steepness and
Chapter 29
129. Note on plans that wood shall be 6" above
finish grade. Sec. 2417(c) 7.
130. Note on plans that surface water will drain
away from building and show drainage pattern
and key elevations. Sec. 2905{£)
131. Dimension. foundation per Table 29A.
TABLE NO. 29-A-FOUNDATIONS FOR STUD BEARING
WALLS-MINIMUM REQUIREMENTS
DEPTN OF FOUNOAflON WIDTH THICKNESS BELOW NUMIH THICKNESS OF OF OF NATURAL OF FOUNDATION WALL FOOTING FOOTING SURFACE
STORIES (lncllles) (lnclles) (lncflH) OF CROUND lND FINISH
CONCRETE UNIT HADE MASONRY (Inches)
I 6 6 12 6 12
2 8 8 15 7 18
3 10 10 18 8 24
XOTES:
\Vhere unusual condition., or frost conditions are found. footings and foundations shall be as re-quire-d in Section 2907 (a).
Thie !(round under thie floor may be e•cavate-d to the t-levation of tht-
top of the footinQ:.
132. Show foundation sills to be pressure treated,
or equal. Sec. 2517(cl 3.
133. Show foundation bolt size and spacing.
Sec. 2907(el
134. Specify size, ICBC number and manufacturer
of power driven pins. Show edge and end
distance and spacing. Sec. 306(£)
135. Show size, imbedment and location of hold
down anchors on foundation plan. Sec. 2312(f)
136. Note on plan that hold down anchors must
be tied in place prior to foundation inspection.
Sac. 2312(fl
137. Show adequate footings under all shear
walls. Sec. 23ll(el
13~. Show stepped footings for slopes steeper
than 1:10. Sec. 2907(c)
139. Show minimum 18" clearance from grade to bottom of floor joists and minimum 12"
clearance to bottom of girders. Sec. 2517
140. Show pier size, spacing and depth into
undisturbed soil. Table 29-A
141. Show minimum under floor access of 18"x 24".
sec. 2517
142. Show minimum under floor ventilation equal
to l 1/2 sq. ft. for each 25 lineal feet
of exterior foundation with openings as
close to corners as practicable to provide
cross ventilation on at least two approximate-
ly opposite sides. Sec. 2517
I. FRAMING
160. 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-l)
161. Show wall bracing. Every exterior wood
stud wall and main cross partition shall
be braced at each end and at least every
25 feet of length with lx4 diagonal
let-in brace or equivalent. Sec. 2518(gl5
162. 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)
163. Show blocking at ends and at supports
of floor joists, and for rafters at exterior
walls. Sec. 2506(gl
164. Show solid blocking at ridge line and
at exterior walls on trussed roofs.
Sec. 2506(g)
165. Show double joists. Floor joists shall
be doubled under bearing partitions running
parallel with the joists. Sec. 2518(dl S
166. Show rafter ties. Rafter ties shall be
spaced not more than 4 feet on center
where rafters and ceiling joists are not
parallel. Sec. 2518(h)
167. Show rafter purlin braces to be not less
than 45 degrees to the horizontal. Sec. 2518(h)
168. Show 1/2" minimum clearance between top
plate of interior partitions and bottom
chord of trusses. (To ensure loading
will be as designed.)
169. Show double top plate with minimum 48"
lap splice. Sec. 2518(gl4
170. Show nailing will be in compliance with
Table 25-P.
171. Provide fire stops between stories, between
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,
between chimney and wood frame using metal
or incombustibles for the fire stop and
at other places that could afford passage
of flame. Sec. 2517(f)
172. Show stud size and spacing. Maximum allow-
able stud heights: 2"x4"@ 16" is 14';
3"x4"&2"x6"@ 16"o.c. is 20'. Sec. 2518(gl2
173. Note an A.I.T.C. Certificate of Compliance
for glued laminated wood members shall
be given to the Building Inspector prior
to erection. Sec. 306(f)
174. Detail all post to beam and post to footing
connections. Sec. 2517(c) 4
175. Specify nail size and spacing for all
shear walls, floor and roof diaphragms.
Indicate required blocking. Maintain
maximum diaphragm dimension ratios. (Tables I,J,K).
176. Show 3"x4" or 2"x6" studs in first story
of three story building. Sec. 2518{fl
177. Provide truss details and truss calculations.
178. Provide roof framing plan. Sec. 302(a)7
179. Provide framing sections through ______ _
Section 302(a) 7
180. Specify all header sizes for opening over
4' wide. Sec. 2518{gl 7
181. Provide calculations for __________ _
Section 302(a) 7
182, In areas subject to water splash and in
exterior locations, wood columns and posts
shall be supported by piers projecting
at least 2" above the finished grade and
shall bear on a metal base plate or treated
wood unless the columns or posts are foun-
dation grade redwood or cedar. Sec. 2517(c)4
183. Show location of attic access with minimun
size 22" x 30". Sec. 3205
184. Shaw draft separation for attic areas
in excess of 3,000 sq.ft. Sec. 3205
185. Show draft separation. for space between
dropped ceilings and floor above in excess
of 1,000 sq.ft. Sec. 2517
186. Specify plywood grade and panel indenti-
fication index. Table 25-J
187. When roof pitch is less than 3:12, design
ridge as a beam. Sec. 2518 (hl
188. Wood shear walls shall not be used to
resist horizontal forces contributed by
masonry in buildings over one story in
height. Sec. 2516(b)
189. 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-I
190. If cripple wall studs are less than 14",
framing shall be solid blocking. Sec.2518(g)6
191. Cripple wall studs exceeding 4 feet in
height shall be 3 inch by 4 inch or 2
inches by 6 inches when supporting 2 stories.
Sec. 2518(g)6
192. Show plywood sheathing over exposed eaves,
or other weather exposed areas, is exterior
grade. Sec. 2517(g) 3
193. Show a weep screed at the foundation plate
line on all exterior stud walls to be
stuccoed. Sec. 4706(e)
194. Provide an approved waterproof building
paper under wood siding. Sec. 170l(a)
195. Specify an approved flashing for exterior
openings and parapet walls. Sec. 3208
196. Show corridor width to be minimum 36".
Sec. 3304{bl
197. Specify truss layout for 30" x 30" attic
access.
198. Ridges, hips, and valleys shall be at
least one size larger than supported
rafters. Sec. 2518{h) 3
199. Provide metal straps across ridge beam
and rafters.
J. MECHANICAL
All heating, ventilating, and cooling systems
and appliances shall comply with the Uniform
Mechanical Code.
200. Show the size, location and type of all
heating and cooling apPliances or systems.
201. Show source of combustion air for furnace
will comply with Chaper 6, U.M.C.
202. Every dwelling unit shall be provided with
heating facilities capable of maintain-ing a room temperature of 70g F. at 3
feet above the floor in all habitable
rooms. Show basis for compliance. UBC
Sec. 1211
203. Show minimum 30" deep unobstructed working
space in front of furnace.
204. Note on plans,clearances to be per manufac-
turers listing. sec. 704 UMC
205. Furnace shall not be installed under any
stairway. Sec. 704 UMC
206. Furnace shall not be installed in any
bedroom, bathroom, closet, or in confined
space with access only through such room,
unless specified as direct vent appliance,
enclosed furnace or electric heating appliance.
Sec. 704 UMC
207. Show ICBC approval for prefab fireplace
and provide approved installation instructions
at job site.
208. Show access to the attic or under floor
furnace to be minimum 30 inches by 30
inches. Sec. 708 & 709 UMC
209. Note that passageway to the attic furnace
shall be unobstructed and have continuous
solid flooring not less than 24 inches
wide. Sec 708 UMC
210. Show permanent electrical outlet and
lighting fixture controlled by a switch
for the attic furnace. Sec. 708 UMC
211. Show details to comply with Section ~09
for furnace under the floor, Section 708
for attic furnace, or Section 710 for
roof or outside furnace.
212. Note on plan, gas vents and non-combustible
piping passing through three floors or
less shall be effectively draft stopped
at each floor or ceiling. UBC Sec. 1706(al6
K. ELECTRICAL (National Electrical Code)
All wiring shall comply with the National Electrical
Code.
221. Note on the plan the amperage of electrical
service.
222. If the electrical installation is more
than 200 amperes, show panel location
and provide a single line diagram and
load calculations including:
a. Wiring method employed.
b. Sizes of all conductors, switches,
circuit breakers, fuses, and conduits.
c. ApprOximate length of service feeders.
d. Provide plot plan sbowing services,
all panel locations, circuit arrangement
and load distribution on panel busses.
e. Provide typical panel schedule(s).
223. Dwellings require minimum 100 amp service.
224
225.
226.
227.
228.
Show location of all electrical receptacleg_
Electrical receptacle locations and/or
spacing is not adequate in
At least one receptacle shall be installed
outdoors, in basements and attached garages,
other than laundry outlets. Art. 210-25Cb)
Show minimum dwelling lighting (NEC
Art. 210-26(a) and GFI'S in garage, baths
and outdoors. NEC Art. 210-8(al.
Note "UFER" ground to be provided (NEC).
Art. 250-81
PLUMBING (Uniform Plumbing Code)
All plumbing shall comply with the Unifrom
Plumbing Code.
236. Show water heater size, type and
location on plans.
237. Show method of providing combustion air
to fuel burning water heater. Sec. 1307
238. Fuel combustion water heater shall not be
installed in bath or bedroom or in a closet
opening into bath or bedroom. Sec. 1309
239. Provide adequate barrier to protect water
heater from vehicle damage. Sec. 13~0
240. Show T and P valve on water heater and
show route of discharge line to exterior
Sec. 1007(e)
242. Provide dryer vent to outside. UMC
Sec. 1903
243. Note on the plan that hose bibbs and lawn
sprinkler systems shall have approved
backflow prevention devices. Sec. 1003
244. Shower stall shall accomodate a 30"circle
and have a minimum floor area of 900 sq.in.
UPC 909(d)
M.
260.
261.
262.
.!!.,_
271.
NOISE INSULATION (DUPLEXES)
Show details of duplex common (party) walls
and floor/ceiling assemblies to achieve
a Sound Transmission Class {STC) rating
in walls of 50 decibles and an Impact
Insulation Class (IIC) rating on floor/
ceiling of 50 decibles. Title 25
Show how penetration of assemblies for
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. Title 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
(T20-140l(c).
272. Specify the insulation R valves for walls,
roof and ceiling. (R-ll for walls: R-19
for ceilings, or provide details and analysis
for alternate design. T20-1403 Table A & 2B.
273. specify the gross floor area or heated
portions of the dwelling, and the area
of glazed openings on the plan. (T20-1430)
274. Provide an an~lysis justifying increasing
the single glazed area beyond 16\ of the
gross floor area. Show method to reduce
heat loss to that which would occur with
basic glazing. (T20-l402,def.J
275. Provide energy analysis to show c~at the
bonnet capacity of the gas central furnace
does not exceed the building design heat
loss by more than 301. (Exceptions:
48,000 BTU Hr. output furnace. See also
California Efficiency Adjustment.) T24-l404
276. 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-l404
277. Note on plan that insulation of ducts shall
conform to UMC Section 100S. (T20-1404)
27B. Note on plan that all doors and windows
to the exterior or to unconditioned areas
shall be fully weather striped per ANSI
Standard. (T20-1403l.
279. Note on plan that back draft dampers are
required on all fan systems exhausting
air from the building. T20-l403
280. Electrical resistance space heating shall
not be used unless:
a. 601 of heating/cooling is supplied
by a nondeplet'able source.
b. supplements a heat pump system.
c. less i;han 101 of total heating system.
d. life cycle cost analysis justifies.
T20-1404
281. 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).
282. Note on plan that no natural gas, central
heating plant may be installed without
an Intermittent Ignition Device. T20-1405
283. Electric resistance water heating is not
permitted unless verfied as cost effective
by a life cycle cost analysis. T20-1406
NOTE:
284.
Q..,_
301.
302.
303.
304.
305.
306.
307.
Outdoor pools with fossil fuel heaters
require pool covers as well as other energy
saving devices such as time clocks, etc.
T20-1406
MISCELLANEOUS
Show a minimum 2" air space and flashing
between planter and building walls.
Sec. 2S17(e)
Specify material to be used under the
shower tile. Sec. l707(al
Specify lath and plaster to comply with Chapter 47, UBC.
Two 3/4" copper pipes must be installed
from water heater location to convenient
location of future solar panels (City Ord.)
Provide sleeves (roof jacks) in roof for
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.
(City Ord.)
See attachment for roofing requirements.
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:
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: _________________ _
Date: ________________ _
0 Building plans require major corrections and
complete plan recheck, by plan check
engineer, is required.
By: ________________ _
Date: ________________ _
If you have any questions regarding this plan check, please
call ___________________ ,at _________ _
We would also be pleased to meet with you, at no charge, if
additional assistance is needed.
►
Date,#'2, Jurisdiction <Ja,,r,/4[)~
VALUATION AND PLAN CHECK FEE
□ Bldg. Dept.
l. '.:":-~ ,.1 t.--
Pr~y,
PLAN CHECK NO. 92-/33 . c: ' BUILDING ADDRESS Z. st-4ta ..... :YT)/.-t', u I b ◊J 1 (. -r le' CL t::,~7
1 APPLICANT/CONTACT TQ G" lu t \ SOY) PHONE NO. '1"2.-°I '?.-4'~ 4-
BUILDING OCCUPANCY \c.-3 1 V\/) DESIGNER PHONE _____ _
TYPE OF CONSTRUCTION V-fV CONTRACTOR PHONE
~0D1·11b1\)
BUILDING PORTION BUILDING AREA VALUATION VALUE
MULTIPLIER
N Oo\2.. A-DO 11 6 ~1 ..,. '-+~ S-G,
' "2. A,) 1J '::)·+ti ) ~ '-1 \1~ 4-?-13':Jv
\ ' ~ I 2
/
-
Air Conditionin£
Commercial --
Residential
Fire S"Orinklers
Total Value l '2-?::/J & I
Building Fermi t Fee __ 1_8_, _9'_:::r--------
Plan Check Fee ~t,L-,C,fi --------'"--'----------
COMMENTS a _________________________ _
,/
INTERDEPARTMENTAL INFORMATION SHEET
DATE: 46'--~•<?'z-.. BUILDING DEPARTMENT
BUILDING ADDRESS: W'2.L.-ta
/ 7 Z 30 {'{
PLANNING DEPARTMENT
ZONE ____ ~_.__-_\ ____ LOT SIZE _________ LOT WIDTH ________ _
UN;TS ALLOWED \ UNITS PROVIDED --------------..J-------------
PARKING SPACES REQUIRED r-_ PROVIDED ___________ _
% COVERAGE ALLOWED ~GC9 PROVIDED
BUILDING HEIGHT ALL_O_W_E_D ___
4
,~,,~{;-+-+\------PROVIDED ======================
FRONT SETBACK: SIDE SETBACK: REAR SETBACK:
ALLOWED l
PROVIDED========\i=~~=C?"====
INTRUSIONS
LANDSCAPE & IRRIGATION PLAN COMMENTS:
ENVIRONMENTAL PROTECTION REQ:
ADDITIONAL COMMENTS:
OK TO ISSUE: .ATEfu OK TO FI NAL ________ DATE ____ _
ENGINEERING DEPARTMENT
R.O.W. ______ INDUSTRIAL WASTE _______ IMPROVEMENTS _______ _
SEWER CONNECTION ________ DRIVEWAY LOCATIONS ____________ _
______ EASEMENTS __________ DRAINAGE ____ _ I GRADING PERMIT
LEGAL DESCRIPTION ------------------------------
ADDITIONAL COMMENTS ________ ....,.._ ___________________ _
OK TO rssu:~ATE 6)\7Yh, ____ oK TO FINAL. ____ DATE ___ _
FIRE DEPARTMENT
SPRINKLING SYSTEM FIRE PROTECTION EQUIP. ______ _
FIRE ALARJl!S EXITS ________________ _
FIRE HYDRANTS ___________ LOCATION __________________ _
ADDITIONAL COMMENTS
OK TO ISSUE: DATE OK TO FINAL DATE -----·-----------------
WATER DEPARTMENT
REQUIREMENTS OF APPROPRIATE DISTRICTS MET ________ DATE ________ _
I
----------------··--·-----------------
May 5, 1982
Owners Clyde Ba rsdn
2440 Stromberg Circle
Carlsbad, Ca. 92008
-~ Locations 2440 Stromberg Ci rel e
Carlsbad, Ca. 92008
To whom it may concern:
Property Development
By
Registered Civil Engineer
JOHN £. VERNON
2860 Calmar Drive
Escondido. Calif. 92025
(714) 745-8882
Thie ie to certify that I have made a fieict investigation of your
foundation soil cond i ti one.
I recommend a bt1arin;; value of 1500#/&.F. tu be used thrc~gho,t the
planned foundation area. The existing footings can be used for support as
long as the bearing pressure does not exceed the allowable.
Thie value is b.']eed upon existing conditions with good ccnEt.ruction
practices and with surface drainage adequately provided and maintained.
away from the footings.
~~
John E. Vernon
RCE 21121
Surveys -Tentative and Parcel Maps -Percolation Tests -Soil Tests and Reports
Grading Plans -Improvement Plans -Engineering Calculations