HomeMy WebLinkAbout2718 OBELISCO CT; ; 83-75; PermitJ
USE BALL POINT PEN ONLY & PRESS HARD -APPLICANT TO FILL IN I WIT'HIN SHADED AREA AND DECLARATIONS-
E3 I heribyJaifilIm that I am licensed under
0 =11s
Ions. of Chapter, 9, (comrp6nclng with
on 7000)_pi Division -3 of the, Buslne~s
i and Professions Code, and my license is in
f6ll*f6Fce and.effecl.
z LiL No. Class
0
I hereby affirm, that I arri* exempt rom~ the Contrac- for's License Law for the following r6ason,,(Sec. 7031.5 iusineis and Prnip.sqinn.q C.nrlw Any cify~r crumly which ie-,
-construct, q u Ires a permit. to after; improve, demolish. or'
re pair any structure, prior to its issuance also requires the ap- plicant for such peanit to-file' a signed 'slatement that he'is
licensed. pursuant, to L the , provisions of the Contractor's, License. Law (Chapter. 9 commencing'with Section 7000 of
Division 3 of the Business and Professions Code) or that is ex. empt therefrom and the basis for the alleged exemption
. Nify violation of Section 7031.5by an apFlicant for a permit su'_ jects. the applicant to a civil papally o not more than five hun-
dred dollars ($600). -
0 1, as owner-of the property, oi my employees with wages
as their's6le compensation, will do the work, and the struc;
tui&e.is not intended ot offered for sale (Sec. 7044, Business
_j and Professions Code: ' The Contractor's License Law does
not apply to an owner of property who builds or improves '10 thereon and who does such work himself or through his own e mployees; provided that such,improvements are.not Intend- W e d or offered for sale. 11, however, 06 building or improve- ment is sold within one year of completion, the owner-builder 3: will have the burden of proving that he.did not build or im- ~O -prove-for the-purpose of-,sale), -
1, as owner of, the property, 'am exclusively contracting
with licensed contractors to construct the project (Sec. 7044,
Business.and Professions Code: The Contractor's License
Law does not apply to an owner of property who builds or im'
-contracts proves'thereon, and who for 6ach'projects with a
contractoris) license pursuant. to the Contractor's License Law). 0 P 0 As a homeowner I arn Improving my home, and the folio
4C Ing conditions exist: , I % ' 11
1 . The work Is being performed prior to sale. 2.,
1
have lived in 'my'home for twelve months
prior to completion of, -work. 'this
Ulf 3. 1 have not claimed this exemption during the
last three years:
EI I am exempt under Sec. B & P. C.
for this reasiiii
7,
0 1 hereby affirm that I have a certificate of cor
to self-infiure. or a certificaite of Wor,
r Compensation Insurance.. or a certified copy the.
jSec 3900 Labor C e).
POLICY NO: Z 0 CO MPANY. 7A,
I* C] Copy is filed,.it,h the city. Z LIJ C] pertitied copy is hereby furnished. IL
PC?-, LOW 0 ICATE OF EXEMPTION FROM
WORKERS-COMPENSATION INSURANCE
his'section n6ed n6t,be,completed if"thei pe (T ~nn i.1
LU is for one hundred d6lilars'(SI.00)"or jess)
W nio
E] I cehity that in the joe rmance of the work for '_0 h,co this Permit is."issued 11'shall,hol any ~emplpy
31 person in any m5nner so as - o become subject to
i_- -the Workers' Compibrisation Laws of California.
_NOTICETO APPLICANT: It. after making this Cerli-
~,Aicate'of Exemption~ you should become suple
Ahe Workers' Compensation proyisioris of the L
Code, YbU 'Must forthwith comply ilh ' Such
provisions or this permit shall be deemed revoked
.1 'hereby affirm tha't there is a-construct,on
of a I: UJ _lending agency for the performance the won, to,
iCh this permit -,s,,ssLue Sec W97. C-t f~e)
UJ Lender's Name
L~ncle,'s Address
CARLSBADBUILDING DEPARTMENT APPLICATION Si IT
1200 Elm, Carlsbad, California 92008-198q (6,19) 438-5525
JOB ADDRESS AV. ST] DATE OF APPLICATION BUSINESS LICEA6f#
/17-1 R D.
, , i_>6q L_;~ T IV, _,D~,
OWNiER'S NAME OWNER'S PHONE CONTRACTOR C T A
=
IfflS
6.A241A-10
/ ;!Y~y
4 &2A60L 1 6 - /
YALUATION
— 7J
-PERMIT NUMBER
I ' . Z
d D~;).
,
I
zot', ~-` r,.
OW R MAILINt ADDRESS
LIT"
CUNI HACIUR'S ADDRESS LICENSE NO.
LICENSE #
P LAN 1:0. It
STAND4RD PLAN #
BLDG USE C06TE
BUILDil: O.,FOO AGE 'LOT
(a
~1_0;C ~K
5 WA ~5
N rSUBOI VISI . 0 ASSES S OR PARCEL NO. S E
DESCRIPTION OF WORK
DESIGNER'S ADDRESS DESIGNER'S PHONE
22 6 3 Oil, 9W boa% xv :,443Aii gmr. 4
Not Valid Unless Mach e C~,
F/P FLR'ELEV.
Y E3 INS 0,
S NO oclepi, EDU
'CENSUS TRACT 7GP LAND USE PARKING SPACE' RES UNITS GR40ING PERMIT ISSUED
YO N
V REDE ELQPMENT AREA
0; y NO
y
T
OCt,LOAo FIRE SPR
YO IN
-OTY. PLUMBING PER MIT - ISS - UE -7.5-0 OTY. MECHANICAL PERMIT - ISSUE. :SUMMARY/ACCOUNT NUMBER
EACH FIXTURE TRAP INSTALL FURN. DUCTS UP TO 100,000 BTU BUILDING PERMIT 01-00-00-8220
EACH B.UILDING SEWER OVER 100,000 BTU SIGN PERMIT 01-00-00-8221
W4T E A'H' EACH. -EATER AND/OR VENT BO - ILER - /COMPRESSOR UPT03 HP. -PLAN CHECK -00-00-8806 --,--,Ol
EACH GAS SYSTEM IIJO 4 OUTLETS S/ BOILER/COMPRESSOR.3-15 HIP TOTAL PLUMBING 01-00-00-8222 rV__
-,SYSTEM 5 OR MORE H G~S. M ETAL FIREPLACE 'ELECTRICAL 01-00-00-8223 r-f
EACH INSTAL.. ALTER, REPAIR WATER PIPE VENT FAN SINGLE DUCT MECHANICAL 01-00-00-8224
EACH VACUOM,BREAKER MECH'-EXHAUST HOOD/06CTS' MOBIdHOME 01-00-0-8225
'WATE R _~6F TN E 0 RELOCATION OF EA FURNACE/HEATER MOBILEHOME PARKdNSP
EACH ROOF DRAIN (INSIDE) SOLAR 01-00-00-8226
TOTAL MECHANICAL STRONG MOTION '80-92-33-0519
JOTA
I
'L PLUMBING FIRE SPRINKLERS 01-00-00-8227
CITY. ELECTRICAL PERMIT ISSUE
A
5~_ QTY. SOLAR - ISSUE PUBLIC FACILITIES FEE 32-00-00-8923
BRIDGE FEE
NEWCONST-EA AMP/SWT/BkR COLLr0TORS SCHOOL FEE - DISTRICT
PH 3 PH STORAGE TANKS Carlsbad, 80-92-21-0519
EXIST BLDG_EA'A - MP/SWT/YK R R66K 9TORAGE Encinitas 80-92-22-0519
I PH 3 PH PUMP San Dieguito 80 -92-23-0519
WE M O'IJE L ~AI;T E R PER CIRCUIT PLAN CHECK FEE San Wircosi 4' 51
TEMP PO LEI 200 AMPS
bVE ~ 206 AMPS
TEMP OCC,UPANCY (30 DAYS~ A
T 6TA L ELECTRICAL TO~AL.SOLAR TOTAL FEES PAYAB~ L77 qi,.~
I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT"A"ND DO HERE13Y Expiration. Every permit issued by the Building Official under the provisions 0(this AN OSHA PERMIT IS REQAJIRED FOR EXCAVATIONS OVER
CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE Code shall expire by limitation and become null and void. If the building or work
authorized by such permit is not commenced within 180 days from the date of such -5'0- DEEP AND DEMOLITION OR CONSTRUCTION OF
._E~ECLAFIATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permit, or if the building or work authorized by such permit is suspended or STRUCTURES OVER 3 STORIES IN HEIGHT
ISSUED: TO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING CON- abandoned at any time after toe work is c2,rpaenced, for a period of 180 d
~~MRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY MIND A I ANT' SIGNATU ~O)AiNER O~CONT~ iter; 7A. P _PR QIV E I" Y VFKEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND
'49nENSES WHICHWAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF TH _0' ANTINI~ OF THIS PERMIT. t:::7 ltq '4
. .
1. .
I— . 'FINAC JOB SITE-.
PLUMBING.
ELECTRICAL
-MECHANICAC
GAS'
BU I LDI N6
.SPECIAL CONDITIONS"'
CERT OF OCCUPANCY ISSUED
lmQPr-rTI()N TYPF DATE~ INSPECTOR-'.-~'
.#,~VENTil_'Afl~N'G'SYSTEMS
.~,CAL'L,'FORI-FINAL -INSPECTION -WHEN
TEMS ABOVE-HAVE% BEEN IAPPR9.,~ED.
'BUILDING
FOUNDATION,
REINFORCED STEEL
MASONRY
'GUNITE-bR`dRj0bT
._FLoORt.*&.CEILIN' SUB FRAME I
.SHEATH ING
FRAME
tXTERIOR,LATH INS fl~Tiqk~F A
INTERIOR LATH &''DRYWALL,
PLUMBING
SEWER~AND BL/CO%t 44
~PLUNVBING IJNDtER`GROU'ND
PLUMBINGTOP OUT.,
TUB AND SHO\kER PAN
GAS TEST
E L ECTR I CAL
TEM PORAR~._ POWER
ELECTRIC UNDE R -
GROUND,
-ROUGH ELECTRIC t-
ELECTRIC SERVIC~E,l-
BONbING-'~
G., F. 1. ~mbl<E-~ -,DETECTOR'
~.,~.MECHAN16AL'
DUICT & PLEM.~, 'RLF.,~PIPING-
HEAT—AIRCOND" 'SOLARSYSTEMS-
INSPECTIOI`4~14ECORD,
REQUIRED SPECIAL INSPE~C:~IONS INSPECTOR,s r~OTES
REO' IF INSPECTOR'S. INSPECTIGN-t,, CHECKED ARPROVAL DATE
SOILSICOMPLIANCEs
'PR I OR TO
FOUNDATION INSP
STRUCTURALZON CRETE N OVER 2000 PSI OF lli~lo
PRESTRESSED
CONCRETE
POST TENSIONED
CONCRETE
,HIGH-STRENGTH
~OLTS It-
'SPEC IAL'MASONRY-1
PILES~CAISSONS
4
P L
-awl' lkV-, :s A- -V--,
x,,: Iry
Z
V
-4 L 0 Co
_Jr 1.
Citp- of,-.~'Carfihab
12er 2-4 C_ L i42 i vt~~Cl
JURISDICTION. DATE
PROJECT ADDRESS: .0/"/- Ise-,o C-0 C, 'e- 7-
TO:
PLAN CORRECTION SHEET
SINGLE PAXILY~AND 0 PLEX DWELLINGS
Plan Check No. s -_ —/-S—
Date plans received by jurisdiction
Date plans received by plan checker./Mol- ~412
Date initial plan check completed 34. by
FOREWORD: PLEASE R EAD.
Plan check is limi
'
ted to technical requirements
contained in the.Uniform-Building Code, Uniform
Plumbing Code, Uniform Mechanical Code, National
Electrical Code and state laws regulating energy
conservation, noise attenuation and access for
the handicapped. The plan Check is based on
regulations enforced-,by the Building Inspection
Department. You may have other corrections
based on laws and ordinances enforced'by the
Planning Department,--'Engine6ring Department
or other departments.
The items circled below need clarification,
modification or change. All circled items have
to be satisfied before the plans will be in
conformance with the cited codes and regulations'.
Per Sec. 303 (c), 1979 Uniform Building Code,
the approval of the plans does not permit the
violation of any state, county or city law.
A. PLANS
Please make all corrections on the original
tracings and submit two new sets of prints,
and any original .plan sets that-may have
been reAurned to -AbI the jurisdiction,
to
c P
2. o facilitate rechecking, please identify,
n ext to each circled item, the sheet.of
the plans upon which each correction on
this sheet has been made and*return this
c heck sheet with the revised plans.
Indicate on plans the name of the legal
cwner and name of person responsible for
the preparation of the plans.* Sec. 302(b)
Submit fully dimensioned plot plan drawn.
to scale showing location size, and use
of all existing and proposed structures
on the lot. Identify property lines and.
show lot dimensions and all easementsi
Show locat
'
io n of all cut or fill'slopes..
and approximate finish floor elevations :
for all structures and show elevations at
all corners. Sec. 302(b)7.
Indicate distance from center-line of street:*
or alley to property line and distance from
Curb to property line. Sec. 302(b)7'
Plans, specifications and calculations -shall
si7gned by a California State licensed
engineer or architect. (California
Business and'Professions Code)
B.'. FIRE PROTECTION
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 are& exceeds
1,000 square feet. on any floor. (Table 5-A
Sec. 1709(a)
,
~iy.,~
,
Projections, including eaves, may not extend.
more than 12 inches into the 3 foot setback
from the .property line. Sec. 1710 and
Sec. 504(b)
Projections, including eaves,shal.1 be one-
hour fire-resistive construction, heavy
timber or of.non-combustible material if.
they project into the 3' setback-area from
the property line. Sec. 1710
Show location of permanently wired smoke
det,ctor. Sec. 1210
/
C. 'ROOM SIZES, LIGHT, VENTILATIONS AND GLAZING ,
'One room must Contain a minimum of 150 square
,"'feet of superficial floor area. 'Sec. 1-207(b)
Habitable rooms, other than kitchens, shall
contain at least 70 square feet of floor.
area. Sec. 1207(b)
Window area must be at least 1/10 of the.
Floor area and a minimum of 10 square feet per.Sec. 1207(a). Appears to be deficient
in
Openable window area must be 1/20 of the floor area and a minimum of 5 square feet.
In bathrooms, laundry rooms and similar
rooms. Minimum is 1.5 sq.ft. (Sec.l20.5'(.a)-
/
2. One-half of all required window area must
be openable in
1//
Provide mechanical ventilation capable of
providing five air' changes per hour in .
bathrooms, water closet compartments, laundry
rooms and similar rooms if required windows
are not provided. Sec. 1205(a)
No habitable room,. other than a kitchen,
shall'be less than 7'0'.' in any dimension. .
Sec. 1207(c)
at ceiling heig~i for habitable
rooms is a minimum of 7'6". Selc..1207(a).
A-~_ -_- "
shall satisfy the following: 33. Show ceiling height'-for laundry rooms, ~_S(;.Handrails
hallways, corridors, and bathrooms is a a. Provide handrail for stairways over 30" minimum.of 7'0". Sec. 1207(a) high when serving a single dwelling.
_D Title 24,'Sec. T25-22(b) Provide 30* clear width for water c oset
compartments and:24" clearance in fron t 9;,, -A - b. Handrail shall be 30" to 34" above the
of water close i. Sec ..1711(b), -S al nosing of treads. Sec. 3305( j)
c. Handrail projecting from a wall shall 'oom shall be used for'sleeping No cooking r have a space not less than 1 1/2" between X purposes, unless complying as an efficiency the _w - and the—handra
p t n
or
1
10
/ than 4 r glazing in hazardou sect ions 1 . d
e i
_. .411
1 living unit. -Sec. 1208 he ORd a
e _at less Specify safety glazing fo S. 2
c
ross_
S c 5 (j) s tt c locations such as glass doors, glazing e 330 ee a a adjacent to such,doors and glazing'adjacent
Every stairway landing shall have a dimension, to walking surf.aces....Sec.'5406*
ures Glazing in shower and tub enclos' .. - -~ 0- measured in the direction of travel, at
(including windows) shall'
. be tempered V, 00' least equal to the stairway width..
laminated 'or approved plastic. IV-r :Toe e:. 3305(g)
Sec. 1711 (f)(g)- ve
I
r a stairway landing A oor may open a
Sleeping rooms shall have a window or provided the door, in any position, does
exterior door for'emergency exit. Sill not^reduce the clear area of the landing,
height shall not exceed 44* above the floor. in the di-rection of-stairway travel, to
The window must have an.openable area-of lesd than one-half-the required.width 'of
at least 5.7 square.feet with the minimum he stairway.'. Sec. 3.305(g)
openable width 20" and the minimum openable
height 24"., Sec. 1204 /5. A door may open inward at the top step of
a stairway provided the topstep is not*.
Eaves and'cornices may no . t I project 'into More*than 7 1/2' lower than the floor level.-
a required yard.more than 2 inches for each Sec. 3303(i)2
foot of yard width if required windows 5 Provi
.
d
I
e details'of winding
.
stairway. open into the..yard. Sec. 206(d)
X a. minimum tread is 6 inches at anypoint~ 4 .' A mezzanine is an intermediate floor and and minimum 9 inches at a point 12-.inchois. ,~~may pot have a floor area exceeding 33 11/3. from the side of the stairway. percent.of the total floor area -in the room
below, and the mezzanine floor must have b. Maximum rise is 9 inches.
a clear -height of*7 feet, above and below,and c. Minimum width I is 30 inches. Sec. 3305(4) must have 65%~of the long -side open to the (see attachedi room below.
~Provide spiral stairway details: The loft you show does not comply as a
.6ezzanine floor.and is, by Building Code a..',Minimum run is 1 1/2 inches at a point
definition, a sto.ky from where the tread is the narrowest.
b.'Maximum rise is 9 1/2 inches.
c. Minimum headroom is 6 feet 6 inches-.
Sec. 3303(f)
(see attached)
D. EXITS, STAIRWAYS, AND RArLINGS- Spiral stairways may not be used Ear required
i area served is greater.than' exits when the Floors above the,secohd story 'shall have
not 400 sq. Sec. less than. 2, exits. Sec. 3,302(a)
7. Spiral stairways must have a clear walking Required exit doorways shall be-not less space of 26 inches between the column and than 36" in width and,not less than 6'-8" handrail. Sec. 3305(f) in height, and shall*be.capable of opening
at least 90 degrees.. Sec~ .3303(a) 5 Provide I.C.B.O. Reasearch Report and Number
Provide 36—high protective railing for for metal stairway, or submit plans . and'
porches, balconies,'and open sides of landings . calculations.and approved fabricator
registered-with the Building Department Maximum opening between railings shall be or note that the stairway fabrication shall less than 9*. Sec. 1716 be done under special inspection per the
approved ,fabrication plans. Sec. 306(a)4B. 48. Show how guardrail connection'detalls are and Sec. 306 . (f I
adequate to support 20 pounds.per lineal
foot at a right.angle -to the top eail. rn buildings over 2 stories in height, provide Table 23-B /~ ~ 44 - A ~1; C 11
49. Provide-stairway and landing details.
Sec. 3305(b) & (c)
a. maximum rise 8" and minimum run is 9.
b.. minimum head room,is V-6".
c. Minimum width is 30".
our re rate ass'em es or a
openings -in the exterior wall below or within
10 feet horizontally of an exterior stair-
way. An exit.balcony with 2 separated
stairways is exempt. Sec. 3305
—Exterior stairways shall not project into
the 3 foot setback from the property lines.
Sec. 3305(n)
\S
Y-~C.T , Z- --h V-1 ek C%,& x2c,
-o 9 ca I iz) 0 (, G~ ILQAM C V W- CIO I-JP
Vslve L-Ahuc& AtA IWI.;i r~:r =JLq-rUr -41
-1-7- L 6 L V+tj I'V-- L( 9 7 M ZAA--'L& (Z % ' I IV C-1 :_ -d 1~?OSh2w 1.% 3/8" solid core self-closing oor
for openings between garage and dwelling.-
Sec * 503(d)
,~~1 . Garages are not permitted to open into
a room used for sleeping purposes. Sec. i104
Openings between carport and residence
require self-closing doors and stationary
windows. Sec. 1214
Show garage framing section, size of header -
over garage opening, lateral cross bracing
at plate line and method of bracing garage.
front. Chapter 23
NOTE: Minimum plywood diaphragm ratio is
3 1/2 to 1,or 2'8". Table 24-1
Doors between dwellings and attached garages,.'
may swing in either direction provided
the difference in floor elevation between
the dwelling and.garage does not exceed
7 1/2 inches and provided the door is not
used as the primary means of egress from'
the building.
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 steas or landing must be provided
in accordance ~ith stairway requirements, '
and the door must not swing over the depressed
level. (see 3303(i)2 and 3305 (g).
Provide 19" raised platforms for any FAU,
water heater, or any other device which
.~~
ay generate a flame or spark.
Note that continuous fire wall protection
shall be installed'behind raised platform(s)
prior to framing platform.
H. FOUNDATION REQUIREMENTS
119. Note on plans that'A soils engineershall
eva-luate any unanticipated uncompacted fill
a r expansive soil or other soil problems
disc 1 osed during construction". Sec.366(a)12.
20~~,
Submit soils'classification determination
by a licensed engineer or architect based
n observation, tests, borings, or excavations,
nd containing comments on the degree of
xpansiveness, compressibility and bearing
alue. Sec. 2905
~21W_ ate on the plan the soils classification,'*
nether or not the soil is expansive, and
ote the allowable bearing value. Sec.' 2905
122' he foundation plan does not comply with
he soil report recommendation for this
roject
T
'A
V1 123~rovide notes on the foundation plan listing 1,
he soils report recommendations for foundations.
slab and building pad preparation.-
1-24 ' Note on the foundation plan that "Prior U ij I to the Contractor requesting a Building
0 ~!: Department foundation inspection, the
V '
23,
124
r h
s 1 No
a e
a
t
b
v e
J to th
I s
d
0
a
e
i
nd
on
e
Co
n
9
t
0 b
h
n
0
e partment
soils engineer shall advise the Building
f
L
~7_ Officia.L in writing that:
e b 1. the building pad was prepared in accor-
dance with the *soils report:
2 the . the utility trenches have been properly
c
ba ckfilled and compacted, and:
3.,the foundation excavations, forming
and reinforcement comply with the soil-s
report and approved plan."
?rovide spread footings Ear concentrated
loads designed for 1,000 PSF soil bearing
or per bearing value.as determined by
an engineer or architect. Chapter 29
usable .he walls and soffits of the enclosed
space under-interior stairs shall be protected
on the enclosed side as required for one-hour
fire-resistive construction. Sec. 3305(m)
X6 Minimum construction specifications shall
be made a part of the approved plans.
(See attached)
E ROOFING
'T0. Specify roof pitch.
,XRoof pitch is not adequate for roof type 7 . ! specified. Specify minimum pitch of
~
7 S ecify roof material and application.
7 Specify r.C.B.O. approval number for roof
Sp materials not-dovered-in UBC.
Specify roof slope for drainage or design
to support accumulated water. Sec. 3207(a)
7 Show roof drains and overflows. Sec.. 3207(a)
76 Provide skylight details to sha;,cgp !Iian5Le
with and 3207 a ov
ip
1~ _~~ns 1, 3.07 -J-401 ovide I BO
ap roval number.
Provide plastic roof panel details to show
compliance with Section 5206 or provide
ICB0 number.
7 Show attic ventilation. Minimum vent area
1/150 of attic area or 1/300 of attic
area if at least 50% of the required vent
is at least 3 feet above ceiling joists.
Sec. 3205(c)
H. 14ASONRY
Provide fireplace construction details or
note construction to be per attached fireplace
standard drawing. Sec. 3707 .
Show veneer support and connections comply
with Sec. 3002, 4.5.6, and Sec. 2516(a) /4""Iregarding ties and #9 wire in horizontal
joints or note construction to be perattached
sheets 30-1 or 30-2.
8 Show height and construction details of
~
all masonry walls. Chapter 24
N
Note that cleanout openings shall be'provided
at the bottom of all cells to be grout filled
over 4' in a single pour. Cleanout shall .be sealed before grouting, after inspection.
Sec. 2415
Show floor and roof connections to masonry
walls. Connec t ion'shall resist 200 pounds
per lineal foot or the actual design load,
whichever is greater. 'Sec. 2310
Provide material specifications for mortar,
grout, masonry and reinforcing steel.
Sec. 2403
Show how masonry house walls retaining earth
are to be wa,terproofed. Provide detail,
Note that special inspection of the masonry
will be required for
G. GARAGE AND CARPORTS
,;WGarage requires one-hour fire protection
-2 .nT!t,he garage side of walls and ceiling
mmon to the dwelling. Table 5-B Sec.503(b)
elements.supporting floor above garage
to
to have one-hour fire-resistive protection
on the garage side. Sec. 503. Beams and
posts, not within the wall or ceiiing con-
struction, must comply with UBCi Table 43-Al
or be minimum 6" dimension beam and minimum
3" by 8'* post.
Show height of all foundation walls. Chapter 23
Show heicht of retained earth on all'foundation
walls. ~hapter 23
Show distance of foundation to edge of
cut or fill slopes and show steepness and
heights of cuts and fills. Chapter 29
9. Note on plans that wood sh
'
all be 6" above
finish grade. Sec. 2417(c) 7.
13 Note on plans that surface wate will drain
away from building and show drainag~ee pattern
and key elevations. Sec. 2905(f) Sk -V—~ +V~c QI
131. Oimension foundation per Table 29
TABLE NO. 29-A-FOUNDATIONS FOR STUD SEA I
WALLS-MINIMUM REQUIREMENTS
DEPTH or
FOUNDATION
WIDTH THICKNESS BELOW
NUMBER THICKNESS OF OF OF NATURAL OF FOUNDATION WALL FOOTING FOOTING SURFACE
STORIES (inches) ,inches) (Inches) OF GROUND
AND FINISH
CONCRETE UNIT MASONRY GRADE (inches)
1 6 6 12 6 12
2 8 8 15 7 18
3 10 1 10. 18 8 24
1 Note cross bridging or blocking. Floor. joistsand rafters -nore than 12" in depth
and spanning more than 8 feet shall be
supported laterally by bridging at inter-ials
not exceeding 8 feet. Sec. 2506(g)
./
Show blocking at ends and at supports
.I. of floor joists, and for rafters at exterior
walls. Sec. 2506(g) X4. Show solid blocking at ridge line and
at exterior walls on trussed roofs.'
Sec. 2506(g)
Show double joists. Floor joists shall
be doubled under bearing partitions running .
parallel with the:joists. Sec. 2518(d) 5
Show ~after ties. Rafter ties shall be
soaced not more than 4 feet'on center
witere rafters and ceiling joists are not .-
parallel. sec. 2518(h)
Show rafter purlin braces to be not.less
than 45 de rees to the horizontal. :ec. 2518(g)
,how 1/2" minimum clearance between top
p.late of interior partitions and bottom
chord of trusses. (To ensure loading
will be as designed.)
1/9 Show double top plate with minimum.48"
lap.splice. Sec. 2518(g)4
1 Show nailing will be in compliance with
T ble 25-P.
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.
f flame. Sec. 2517(f)
Y
1 Show stud size and spacing. Maximum allow-
le stud heights: 2"x4"@ 16" is 14';
3"x4"&2"x6"@ 16"o.c. . is 20'. Sec..2518(g)2
1. Note an A;I.T.C. Certificate of Compliance
~ofor glued laminated'wood members shall
be given to t~~Ru.ijding Inspector prior
o ere~ct'.,,
t
.5ec. .410 Ct,Lf' TT-~ ~1:;7, A~Detail all^.post to beam and post to footin
t il c 4 40v connections. Sec. 2517(c)
Speci y nail size and spacing for ,all 1*1
shear walls, floor And roof diaphragms ';;D~j4w
Indicate required blocking. maintain,
maximum diaphragm dimension ratios.
(Tables 1,J,K).
NOTES:
%Vhere unusual canditior.4 or frost conditions are found. footings and
foundations shall be as required in Section .19071ai.
The ground under the floor may be excavated to the elevation of the
top of the footinc. . .
I Show foundation sills to be pressure treated,
or equal. Sec. 2517(c) 3.
Show foundation bolt size and spacing.
ZVIZSec. 2907(e)
1 Specify size, ICSO number and manufacturer
of power driven pins. Show edge.and end
distance and spacing. Sec. 306(f)
13 Show size, imbedment and location of hold
down anchors on foundation plan. Sec. 2312(f)
13 Note on plan that hold down anchors must
be tied in place prior to foundation inspection
Sec. 2312(f)
Show adequate footings under all. shear
walls. Sec. 2311(e)
Show stepped footings for slopes steeper
than 1:10. Sec. 2907(c)
I
Show minimum 18". clearance from grade t.
bottom of floor joists and minimum'12"
clearance to bottom of girders. Sec. 2517
1 . Show nier size, spacing and depth into
ix_ Show 3"x4" or Vx6" studs in first story undisiurbed sail. Table 29-A of three story building. Sec. 2518(f)
Show minimum under floor access of 18"x 24". Provide truss details and truss ca lculations. Sec. 2517
Show minimum under floor ventilation equal
to 1 1/2 sq. ft. for 25 lineal feet each
Provide too .. f framing plan. Sec-342-(:4-~
sections
of exterior foundation with openings as
79 Provide framing
C_kC,_ce%i-A
close to corners as practicable. to provide
cross ventilation on At,least two approximate-
ly opposite sides. Sec; 2517 18 . 8 7163
Specify all header sizes for opening over
1. FRAMING
Provide calculations forAA%16V11C-AaT1-XI1L I Show all joists,. rafters, beams, and posts
4' wide. Sec. 2518(g) 7
" ~v 2" to 4" thick to be No. 2 Grade Douglas (Z 0 SK
Fir-Larch or better. All posts and beams
5" and thicker shall be No. I Grade Douglas In areas subject to water splash and in Fir-Larch or better. ITable 21-A-1) exterior loc3tions, wood columns.and posts
Show wall bracing. Every exterior wood shall be supported by ~iers projecting
stud wall and main cross partition shall at least-2" above the finished grade and
be braced at each end and at least every shall bear on a metal base plate or treated
25 feet of length with lx4 diagonal wood unless the columns or posts are foun-
let-in brace or equivalent. Sec. 2518(g)5 dation grade'redwood or cedar. Sec. 2517(C)4
T
L Y1,C
Show location of attic access with minimun ~:D. 1~2 ~O. Show access to the-."Uis alp
size 22" x 30'. Sec. 3205. VAO~~ f urnace to be minimum'30 inches by 30
inches. Sec. 708 & 709 UMC Show draft separation for ~tti. —areas
~n excess of 3,000 sq.ft. Sec. 3205 Note that passageway to the attic furnace
shall be unobstructed and have continuous Show draft separation~ 'or soace between solid floorinq not less than 24 inches dropped ceilings and floor 'above in excess wide. Sec .
-708 UMC of 1 ,0_00 sq.ft. Sec. 2517 ,zn . Show permanent electrical outlet and 1 Specify plywood grade and panel indenti- lighting fixture controlled by a switch fication index. Table 25-J for the attic furnace. Sec. 708 UMC
>
1 . when roof oitch is less than 3:12,design Show details to comply with Section 109 PTI*'ridge* as a' beam~ Sec~. 2518 (h) for furnace under the floor, Section 708
for attic furnace, or Section 710 for
wood shear walls shall..not be used to roof or outside furnace.
resist horizontal- forces contributed.by Note on plan, gas vents and non-combustible masonry in buildings over one story in piping passing*through three floors or height. Sec. 2516(b) less'shall be effectively draft stopped
Gyp and plaster, gypsum sheathing at each floor or ceiling. USC Sec. 1706(a)6 sum lath
board and gypsum wallboard shall not be
used in vertical. diaphragms to resist K. ELECTRICAL (National Electrical Code)
forces imposed by masonry or concrete All wiri ng shall comply with . the National Electrical construction...Table 47-1 Code
if cripple wall studs are less than 14", Note on the plan the amperage of electrical framing shall be .solid blocking. Sec,.2518(g)6 Zservice.
Cripple wall studs exceeding 4 feet.in Lf the electrical installation is more heig'ht shall be 3 inch by 4 inch or 2 'I~Z thaln'200 amperes, show panel location inches by 6 inches when.supporting 2 stories. and provide a'single line diagram and Sec. 2518(g)6 I load calculations including:
19 Show plywood sheathing over exposed eaves,' a. Wiring method.employed.
or other weather exposed areas, is,exterior b. Sizes of all conductors, switches,
grade. Sec. 2517(g) 3 circuit breakers, fuses, and conduits.
c. Approximate length of service feeders.' Show a weep screed at the foundation plate d. Provide plot plan'showing services,
line on all exterior stud walls to be all panel locations, circu i t.arrangemq . nt
stuccoed. Sec. 4706(e) and load distribution on,panel busses..
Provide an approved waterproof building J%. Provide typical panel schedule(s),.,
paper under wood siding. Sec. 1701(a) Dwellings require minimum 100 amp service'.
Specify an approved flashing for exterior ":~Show location of all electrical receptactes. peninqs and parapet walls. Sec. 3208 2 Electrical receptacle locations and/or l Show corridor width to be minimum 36". 1,% (9~ ' spacing is not adequate in I)G Sec. 3304(b)
/
7. Specify truss 1 . ayout for 30" x 30" attic shall be installed.. access. ;,Zt . At least one receptacle
outdoors, in basements and attached garage~s,
9 Ridges, hips, and valleys shall be at other than laundry outlets. Art.-210-25(b) least one size larger.than supported 22 Show minimum dwelling lighting (NEC rafters. Sec. 2510(h) 3 Art. 210-26(a) and GLkLZjnI rAage, a h OS~= gt ~19
- _q_ r Provide metal sstrap 9—r and outdoors. NEC Art. 210-8(a). .01-) and raf 0,5 6
4
. C~ \12, Note "UFER" ground to be provided (NEC)*.
9 -
.5, ~O_V.Io ter.
KECHANICAL Art. 250-81 NX- Y5%t ;PJ
All heating, ventilating, and cooling systems
and appliances shall comply with the Uniform
mechanical Code.
ize, 1"ocation and ty ~eof all L. PLUMBING (Uniform Plumbing Code)
loc heating an- ~q app'lianc s or iystems. Uniform
20 Show the
I;;IIP_ ~4i c . o 1 i n~l i a Enc t Y. All plumbing shall comply with the
0
Show source of combustion air for furnace P.1 mbi Code.
0- will comply with Chaper 6, U.M.C. 2 Show water heater size, type and
location on plans. Every dwelling Unit shall be provided with
heating facilities capable of maintain- 23 Show method of providing combustion air
ing a room temperature of 70* F. at 3 to fuel burning water heater. Sec. 1307
feet above the floor in all-habitable
rooms. Show basis for compliance. UBC Fuel combustion water heater~ shall not be
Sec. 1211 installed in bath or bedroom or in a closet
opening into bath or bedroom. Sec. 1309
220- Show minimum 30" deep unobstructed working 39"' provide adequate barrier to protect'water space in front of furnace. heater from vehicle damage. Sec. 1310
204 Note on plans,clearances to be per manufac- P4. Show T and P valve on water heater and turers listing. Sec. 704 UMC show route of discharge line to exterior
Furnace shall not be installed u nder any Sec. 1007(e)
stairway. Sec. 704 UMC 204'. Provide dryer vent to outside. UMC
Furnace shall not be installed in any Sec. 1903
bedroom, bathroom, closet, or in confined 4 Note on the plan that hose bibbs and lawn space with access only through s.uch room, sprinkler systems.shall have approved unless specified as direct vent appliance, ~.G_
enclosed furnace or electric heating appliance. backflow prevention devices.. Sec..1003
Sec. 704 UMC P24 4 Shower st-a-1-1 shall accomo~date a 30"circle
'cr Show ICSO-approval for prefab fireplace . and have a minimum floor area of~9600 sq.in.
and provide approved installation instructions UPC 9 0 9 (d)
at. job site.
M morsE INSULATION (DUPLEXES) Outdoor,pools with fossil fuel heaters
require pool covers as well as other energy Show details of duplex common (oarty) walls saving devices such as time clocks, etc.
T20-1406 X and floor/cei ing assemblies 'to'achieve
a Sound Transmission Class (STC) rating
in walls of 50 decibles an _Tmpact and MISCELLANEOUS Insulation Class (11C) rating on floor/
ceiling of 50 decibles. Title 25 3 Op. Show a minimum 2* air space and flashing
Show how nenetration of assemblies for between planter and. building walls.
Sec. 2517(e) piping, electrical devices, recessed cabinets,
bathtubs, soffits, or heating ventilating, 30 Specify material to be used under the
or exhaust ducts shall be~sealed, lined, shower tile. Sec *. 1707(a)
or insulated to maintain required sound Specify lath and plaster to comply with transmission rating. T*ItYe 25 Chapter 47, UBC..
Provide insulation in.walls and ceiling Two 3/4" copper pipes must be installed to achieve STC of 50 between garage and from water heater location to convenient living area if garage use is.not controlled location of future solar panels (City Ord') by resident Title 25., 305 Provide sleeves (roof jacks) in roof for
N. ENERGY CONSERVATION two future 3/4" copper pipes to cunvenient
location of future solar panels (City Ord.) All additions to existing residential
'Y' buildings must comply with Title 24 - Note that solar water piping is to be insulated.
energy regulations. Additions exceeding in areas that are not heated or cooled.
301 of the existing building requires the (City Ord.)
existing and addition to have R-19 ceiling
if the existing ceiling area insulation 13e~ See attachment for roofing requirements.*
is accessible for insulation.installation, C~IC-04 C—L-vt 4G'C-,)0 (T20-1401(c). C-Ti-poe 2,t) o,,-w C M L,
~_ 1~
Specify the insulation R values for walls,
roof and ceiling. (R-11 for walls: R-19
for ceilinas or nrovide.details and analvsis
for alternate design. T20-1403 Table A 2B.
Specify the gross floor area or heated
portions of the dwellinq,-and the area
of glazed openings on the plan. (T20-1430)
74 Provide an analysis justifying increasing,
the single glazed area beyond 16% of the
gross floor area. Show method to reduce.
heat loss to that which would o~ccur wi~th
basic glazing. - (T20-140~22~,def.
Provide ener an-a-vy—si-s- to show that.,the
bonnet capacity of the gas centralfurnace-
does not exceed the building design heat
loss by more than 30%. (Exceptions:
48,000 STU Hr. output furnace See also
-1404 2J California Efficiency Adjustm;nt.) T24
76 Note on olan that all tranverse ducts,
plenums, and fitting joints of HVAC system
shall be sealed with pressure sensitive
tape or mastic to prevent air loss. T20-1404
Note on plan that insulation of ducts shall
conform to UMC Section 1005. (T20-1404)
Note on plan that all doors and windows
to the exterior or to unconditioned areas
shall be fully weather striped per ANSI Standard. (T20-1403).
V27 Note on plan that back draft dampers 'are '
required on all fan systems.exhausting
air from the buildi.g.* T20-1403
Electrical resistance space heating shall
not be used-unless:
60% of heating/cooling is supplied
by a,nondepletable source.
supplements a heat pump system.
C. less than 10% of total heating system.
d. life cycle cost analysis justifies.
T20-1404
Note on plan that all heating and cooling
equipment efficiencies shall conform to
Title 20-Chapter 2, Subchapter 4, Article 4.
(751 for forced air furnaces).
L8f Note on plan that no natural gas, central
heating plant may be installed without
an Intermittent Ignition Device. T20-1405
Electr 4 c resistance water heating is not
permitted unless verf;ed as cost effective
by a life cycle cost analysis. T20-1406
NOTE:
The plans.were reviewed based on the information shown on
the plans. If the .plans are in error, or changed during
construction, the permittee shall contact the Building .
Department for review and prior approval before proceeding
with the work:
Building plans.are substantially correc . t-.
and complete.
By:
Date:
Building plans would be substantially correct,
and complete if minor corrections are made
at counter.
By:
Date:
uilding plans require major corrections and-
complete plan recheck; by plan check
engineer, is required.
BY: V\11 6._~
Date: ~2
If you have any questions regarding this plan che . ck, please
call a(G\9 ) L3_(.0
We would also be pleased to meet with you, at no charge,.if
additional assistance is needed.
4- v 7. . eo c7l'S -S IS,
Res. Baths (overL3) 2,200
Res.Fireplac'es(01F r 1,760
Air.Conditioning
Commercial- @ 2.80
Residential @ 2- 40
Res. or Comm
ire SDrinkl-em 1-.50
Total Valule:-
Z a t, e i Jurisdiction
.Prep d b 1 .y [3 Bldg. De$t~ P
VALUATION AND ,PLAN CHECK FEE Ej Esgil
PLAN CHECK M...
BUILDING ADDRESS
APPLICANT/ CONTACT 614 0" '54-3 2L)s PHONE N' 67,
BUILDING OCCUPANCY ..DESIGNER PHONE
TYPE CONSTRUCTION OF CONTRACTOR PHONE
BUILDING PORTION BUILDING AREA VALUATIO4 VALUE
MULTIPLIER
A dj
Millid, land I ca p9d P
Building PermiL Fee
n* Check Fee -Pl, $ x 1 .065 $
C 0 M M E N I S:
8/4/82
Iv-
: -.7,
A
r4
N IRDEPARIM TAL INFORMATION SHEET I MEN
BUILDING DEPARTMENT DATE:
BUILDING ADDRESS: It 0 C)e-(-f IS c4i)
A. P. N: X-7-0 C. T:
PLAINNING H-PARTMEN/1
ZONE: r_)SCHOOL FEES: SAN DIEGUITO SAN MARCO.S 02
ENCINITAS CARLSBAD
REQID: PROVIDED:
% COVERAGE ALLOWED: PROVIDED:
PARKING SPACES.REO'D: 'PROVIDED: 1: f
BUILDING .HEIGHT REQ'D:. PROVIDED:
FRONT SETBACK SIDE SETBACK
AL.LOWED: z
PROVIDED:' A\ I Q__ 0,v K
!NTRUSIONS:
V
RE-DtVELOPMENT APPROVAL REQID: fm
LANDSCAPE IRRIGATION. PLAN COMMENTS:
ENVIRONMENTAL PROTECTION REQ:
REAR'SETBACK
t q /&3
sz_
ADDITIONAL COMMENTS:
OK TO ISSUE: DATE : 3 /'?J&3 OK TO FINAL: DATE:
ENGINEERING DEPARTMENT -
R.O.W: IMPROVEMENTS:
.~P,UBLIC FACILITIES FEE..: SEWER CONNECTION:
DRIVEWAY LOCATION(S):
GRADING PERMIT:
EASEMENTS: DRAINAGE:
T LEGAL DESCRIPTION:
ADDITIONAL COMMENTS:
*CIIIECK -IF EN INSPECTION REQ'D. ON FINAL:
M, - OK TO IS.SUE: ATE: m ) - - Pwl: OK TO FI14AL:
uv -, , ~ , v-
DATE:
IF THIS ITEM -IS NOT CHECKED, 13UILDING DEPARTMENT WILL MAKE
FINAL INSPECTION.
Vow
PRC..JECT DATA SUMMARY Form I
MR. M ICHAEL KENNFDY
owner
'NEW RESIMENCE OBELISCO CT., CARLSBAD
d project
GAS—FAU
CK-ecked bY
y
-F~.R. NAGY 3/1~/83
date
date
<0
SITE INFORMATION USED ENCINITAS . . , , ..I, i '195?4
HeatingDcgree Day (from AppendixC) ..... . . .. . ... HOD *F-day
Outside.Design Temperature (from Appendix C or APpendix G)..... . ........ ...... . Jow 2 39 OF
PROPOSED BUILDING ENVELOPE INFORMATION k 1 6
Gross Floor Arne if Low-Rise (from Calculations) .... . ...... .... . ..... Af 3-1— 2i2O ft2
Gross Wall Area if High-Rise (from Calculatiorl ............. . .......... . ....
ncludes sk
Aw 4 — ft2
434
Designed Glazi yjIg. ng Area (from Calcul.t . .. ... .. ............................ Ag 5 ft2
Basic Glazing Area (16%of,Line 3 if low-rise or40%of Line4 if high-rise) ........ Abq 6— .339 ft2
Description of Assembly
single
Glazing UgI .7 1.10 13tu/ (hr- ft2 -OF)
doubIe Ug2 8. 0.58 Stu/ (hr . ft2 - OF)
skyllghts U93 9 0-72 Stu/ (hr- ft2 - OF)
Wall ced.ar siding UW1 .10 0.074 Btu/ (hr - f t2 :OF)
gypsum7gypsum.-. Uw2 I I o.o76 Btu/ (hr- ft2 -OF)
Uw3 12 Btu/ (hr - ft2 - OF)
Uw4 13 Stu/ (hr - ft? - OF)
Ceiling/Root concrete .tile LIC, 14 0,045 Btu/ (hr - ft2 -OF)
~Jc2 15 Btu/ (hr. ft2-OF)
Floor slab Lift 16 x 21 Stu/ (hr - ft2'. OF)
Uf2 17 Btu/ (hr-ft.2 OF)
PROPOSED SPACE HEATING SYSTEM (Chapter 7)
.3as Fvrnece r 44,536 Building Design Hour'ly Heat Loss (from Form 21 ..................................... qh 1 8— Btu/hr
Maximum Allowed Sonnet CapacityXk5E x Li no 18 .............................................. 19 5? 189? Btu/hr
Proposed Furnace 1.3
Make
Model Descril5tion .
Rated Sonnet Capacity
Elcaric Resistance Alone n/a
Electric Resistance Life Cycle Cost (from Form 5) ........... . ....................... . LCC, 20 $
Lowest Life Cycle Cost of the Other Systems (fronli Form 5) ................... . . LCC O,,est 21 $
Non-Depletable Energy w/Electri6 Resistance Back-Up
Percentage of Annual Heat Loss Met by Non-Oppletable Energy
22 n/a- source (frorii Calculations! ...............................................................................
Heat Pump with Electric Resistance Supplementary Heat
Percentage of Annual Heat Loss Met by Electric Resistance
(from Calculations) .......................................................... ................................. 23 n/a %
PROPOSED WATER HEATING SYSTEM INFORMATION (Chapter 8)
Ele.ctric Resistance Alone nat'l gas
Electric ResisiarIce Life Cycle Cost (from Form 6) ................................. LCC. 24
Lowe%t Life Cycle Cost of the Other Systems (from Form 6) ................... wLCCO;"t.25 $
PROPOSED SWIMMING POOL HEATING SYSTEM INFORMATION (Chapter 9)
Solar Life Cycle Cost (from Form 7) ........ . ..................................................... 6LCC- 26— nZa s
Natural Gas Life Cycle Cost (from Form 7) .. . ............................................ .... pLCCng 27
HOURLY AND ANNUAL
BUILDINd HEAT LOSS'RATE
''STANDARD ANALYSIS
M. KENNEDY
owner
RESIDENCE,' OBELISCO CT
project checked by
system type date
documentation author date
HOURLY HEAT LOSS
DESIGN TEMPERATURE DIFFERENCE
I For'All C6n.ditiong Other Then the Following 70OF 39' OF ATWI 1 .31 OF
Tow from Form 1'
For Insulated Floor Ov.er Vented Unheated Sp~ace . . . . . . . . . Line 1 2.- &Tw2 .2 OF
For U
I
ninsulated Floor Over Vented Unheated Space . . . . . Line 2 — 5OF ATW3 3 10, 5 .~OF
CONDUCTIVE HEAT LOSS U from Form' Framing AT
W, Area, ft2 or 1, or F,from, Factor from from
Description of Assembly Length, ft Table 4-1' Table 3- 6 above
Glazing STANDARD 339 1.10~ n/a — 31 n567 Btulhr
x x X
STANDARD 2796 0.095 - 31
Wall x xl(included~ 8234
x X . X
x 'X—.X
~x X
X — STANDARD 1593 0.06 x~includ 31
Ceiling/Roof
x 2963
x X X
SLAB 223 Floor x X X 4683
x x— x
X Other KX1rPRToR T)nr)RS ()0— x 0 49 n/a x' 911
X x X —
7
X x X
-28358 Subto tal 4 Btu/hr
iNFLITRATION (Enter'O on Line.5 if there is positive ventilation)
2120 9 0.018 4 31 lo647
ft2 x ft x X OF 5
Gross Floor Area weighted I from Table3-7 ATw from
Average ght Line I Calling Hal
.'VENTILATION JEnter 0 on Line 6 if there is no positive ventilation)
ft3hmin x OF x 1.08 . .. . . . . . . . . . . . . . . 6 0
Ventilation Rate from ATW from Line
Calcuiathons 3960'5 Subtotal 7 —.Btu/hr
DUCT HEAT LOSS (Enter 0 on Line 8 if there are no ducts) 5851 0.15 x Line 7 8
45456
TOTAL (Line 7+8) qh 9 Btu/hr
ANNUAL HEAT LOSS
1952 OF-cla*y/yr x 45456 Btu/hr x 1 x 24 hr/day,
HOD from Appendix C Hourly Heat Loss C from
from Line 9 Table 3-8 Qh 10 68 - 6Q3, §0 1 Btu/yr
31 OF
ATw from
r
Line 1
HOURLY AND ANNUAL
BUI.LDING HEAT LOSS RATE
PROPOSED ANALYSIS
M. KENNEDY
owner
RESIDENCE, OBELISCO CT.
project checked by
system type date
documentation author date
HOU RLY H EAT LOSS
DESIGNTEMPERATURE-DIFFERENCE 39 31 For All Conditions Other Than the Following 700P OF ATw1 -'1 OF
Tow from Form 1 7
For Insulated Floor Over Vented Unheated Space . . . . . . . . . Line 1 2 &Tw2 2 15-5 OF
For Uninsulited Floor Over'Vented Unheated Space Line 2 — 50F &Tw3 z 10.5 OF.
CONDUCTIVE HEAT LOSS U from Form Framing ATw
Area; ft2 or J, or Ffrom Factor from from
Description of Assembly Length, ft Table 4-1 Table 3-6 above
SINGLE 368 1.1,o n/a 31
Glazing X- X , 12.549
01 ~/a DOUBLE 5 0.38—, 31 X_ X x 899
Btu/hr .
.. CEDAR SIDINU— —2410 —0.074- 1. 0T_ _x - 31 5860
wall x x —
—_ ----------- -M-176000-PS1 'T.06— 3:~ x _Z_-U76_ x x 562
x ''X X_
X _ X. x
Ceiling/Roof CONCRETE TILE 1527 x 0-045 x' .1 -05 x' 31 '2259
x X_ x 7
Floor SLAB 223 LE x 21 x '-x 4683
x X_ x
Other EXTERIOR DOORS 6o,~ o.49- x x 31 21t
SKYLIGHT 16.,_ x. 0.72 x n La x 31' 3 T
x x x
Subtotal '4 28080 Btu/hr
INFLITRATION (Enter 0 on Line 5 if there is positive ventilation)
2120 ft2 x 9 ft x .0.018-- x 31 OF 5' 10647'
Gross Floor Area Weighted I from Table3-7 &Tw from
A" eage Line 1
Ceilln g He, ght
VENTILATION 0 on Line 6 if there is no positive ventilation)
ft3/min x OF x 1.08 . . . . .. . . . . . . . . . . 6 .. 0
Ventilation Rate from &Tw,from Line 1
Calculations 38727 Subtotal 7 Btu/hr
DUCT HEAT LOSS (Enter 0 on Line 8 if there.are no ducts)
0.15 x Line 7 8 5809
TOTAL (Line 7+8) qh 9 44536 Btu/-hr
ANNUAL HEAT LOSS
1952 OF-day/yr x 44536 Btu/hr x 'X 24 hr/day
HDO from A~penclix C Hourly Heat Loss C from
from Line 9 Table 3-8 Oh 10 67,304,023'B~ tu/yr
31 OF
a I w from
Line 1 . . 4
HEAT'TRANSFER COEFFICIENT -.F0TM PROPOSED .'CONSTRUCTION ASSEMBLY
M KMEDY
owner
RESIDENCE, OBE CT, —LISCO -project.,". checked by'
system type date .7
documentation author dat.e
Li*% of. Construction Components R
:L GYPSUM o.46,
R-11,MINERAL IiATT. Al. '00.
GYPSUM 0-.461
z
4.
6.
Sketch of Constructici~ 'Assembly 7.
8.
-Check one: Inside Surfaoe Air Film o.68
heating
xx Wa I I Outside Surface Air.Film 0.6&
14-16 heating,
Weight lb /ft 2
eiling/Roof 13.28 Total TKermal Resisianc~ (RT)'
loor heating
1/RT, Overall Heat Tranifer Coefficient (V) 0.076 Btu/ (hr..ft2 ~*F)
-HEATTRANSFER COEFFICIENT, Form PROPOSED CONSTRUCTION ASSEMBLY
M.
own er
ENCE -'OBELISCO CT
project cheCkGO by
sylitern tyqe date 0.-!:
dOCumentation author date
List of Construction Components R
%1 x 10 CEDAR,LAP'SIDING 1.25:
R 11 MINERAL'BATT .11.00
-2k"'GYPSUM 0.46
6.
Sketch of Construction Assembly 7.
8.
0 .62 Check one~: Inside Surface Air Film
hosting
XA Wall Qutside Su
.
rface'Air Film '0 - 17
nesting
'Weight 18-20 lb /ft 2 M
eiling/Roof 13-50 total Thernial Resistance IRT) -
lo or IN Ing cat
1 /RT Overall Heat Transfer.Coefficient (U) .0 -974 Btu/ (hr ft OF I
ALTERNATIVE DESIGN SUMMARY.— Form A
MR'. MICHAEL KENNEDY
own'ar
f NEW RESIDENCE OBELISCO CT., CARLSBAD
project Ch*CkOO by
GAS-FAU
systqni (sate
F R. NAGY-VIV83 cocumentatidn'autKor date
OOLED. BUILDINGS WITH EXCESS GLAZING (Chapter 10)
Designed Glazing Area (from building plans) ..... . .......... . .......................................................................... Ag n/a. ft2
Basic Glazing Area (from Form 1) .............................................. ............................ Ab9 2 ft2 'I.
North" Glazing Area (from building plans) ........ I ...................................... ...................................... 1~ ..... Ang 3 ft2,
Glazing Area Under RGgulation T20-1403(c)(4) ................ 7 ............. I ...................................... Line 1-2 3 4 tt 2,
If Lina.4.< 0, there Is compliance. Otherwise. complete Lines 5 and. 6_
Shaded Glazing Credit ............ ................................ (Area of glazing m "'ting shading requirements. A ).x 2 19 5 ft2,.
Area of glazing which must be tinted (if Line 6 < 0. tinted glazing is not required) Line 4-5 6 tt7
PASSIVE SOLAR EXEMPTION Ichapter io)
Total Thermal Mass, MT (from calculations) ....................... ..................................................................... 7_ n/a Stuto F
Basic Thermal Mass- Mb ..................... x 7.25 + x 2.25 - ft2 ft2 8 BtUPF -on flobr area of slab grade rema&ning floor area
Area of Spicial Glazing MIeeting Mass Requirements. A . . (Line 7--8) - 30 - "9 ft2 Igm .................... .........................
Area of Special Glazing Meeting Shading Requir;menis. Agp (from calculations) ............................................. 10 ft2
Area of special'glazing exempted, is the lesserof Lines 9'and 10.
ENVELOPE COMPONENT ADJUSTMENT (Chapter 5) 45,456 Standard Design Hourly Heat Loss (from Form 2) .................. ................................................................... qr' 14 Btu/hr
Proposed Design Hourly Heat Lou (from Form 2L ................................................................ ................... Q 15 44,536 Btulhr'
If Line 15'< Line 14, there is compliance.
NONDEPLETABLE ENERGY SOURCE CREDIT (Chapter 5)
Standard Design Annual Heat Loss (fr,.)m Form 2 using Line 14 abovel. ..................... .......................... Qh 16 Btu/vr
Pro I posed Design Annual Heat Loss.(from Form 2 using Line 15 abovel.: ... I .. ......................................... Clh 17' Btu/yr
Annual Heat Lou Met by Nondepletable Energy Source (from calculations) ........................ ....................... 18 Btu/yr
Annual Heat Loss Met by.Depletable Energy Source ................................ .................................................. 19 8tu/jr
If Line 19 < Line 16, there is compliance.
LIFE CYCLE COST DEFICIT ABSORBED BY THE BUILDING ENVELOPE (Chapter 5) -
Standard Design Hourly Heat Loss (from Form 2) ..................................... ........................................ qh 20- n/a Btu/.hr
'be Hourly Heat Loss,to Absorbed by the Building'Envolope
(s x U13 Btu/kWh x 0 F SLCCO SLCCIO-west wLCC,, wLCC,Owest Ea fromxATW —I,()- from Form 5 from Form 5 - from Form 5 from Form 5 Table 7.'7 F,3rm I
21 Btujhr
0 F -day/vr x x yr/kWh x 24 hr/day HOO from C from PW, from
Appendix C Table 3-8 Table 7-3
Allowable Hourly Heat Loss of Proposed Design. ................................................................. ..... Line 20-21 22— Btu/hr
ProposedDesign Hourly'Heat, Lou .................... .................................................................................... q 23 Btu/hr
If Line 23 < Line 22. there is compliance.
%
v I
Aj
LEUCADIA COUNTY WATER DISTRICT
APPLICATION FOR SEWER SERVICE
Owner's Narrie Andrea S. White Phone No. .203-646-5762
-Address- 341 Broad St. Suite 201 Mailing
Manchester, CONN 06040
Set-vice Address:,~74 Obelisco Court
Tract Description: -Lot 596 Meadows, #4
Assessor's Parcel No. 215-42n-26
Type of BUildifig f - ho. Units I Connection Fee $ 600.00
Lateral Size: 4"' 611 811 Saddle Easement Connection
pre-pd (2
.
00. 0)
-Extra Footage: @ $ Extra Depth:' @. $ 400.00
Lateral Fee
Amount Rec'd $ 400.00.
Ck. No/Cash 502 .,Prorated Sewer
Date 8-30-
.
79 Sd~vice Fee
Total $ 6M
Rec'd By j.g*
The application must be signed by the owner (or his authorized representative) of
the property to be served. The total charges must be paid to the District-at the
time the application is submitted.
If a service lateral is required, it will be installed by the Leucadia County Water
District. The service lateral is that part of the sewer system that 'extends from
Jhe main ~ollection line in the street (or easement) to -the point in the street (at
or near the applic'ant's.property line) where the service lateral is connected to-
the applicant's building sewer. The applicant is responsible. for the construction.,
.at the applicant"s expense, of the sewer pipeline (building sewer) from the appli-
cant's plumbing to the -point in the street., (or'easement) where a.connection is made
to the servicelateral.
The -connection of the aipplicant's buil'ding sewer to the service lateral
*
shall be
made by the applicant at his expense. The connection must be made in conformity
with the District's specifications,-rules and regulations;.and IT MUST BE INSPECTED
.AND. APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT.
THE APPLICANT,'-OR HIS AUTHORIZED'REPRESENTATIVE, MUST NOTIFY THE DISTRICT AT THE
TIME'INSPECTION IS DESIRED. ANY CONNECTION MADE TO.THE SERVICE LATERAL OR COLLEC-
TION LINE WITHOUT PRIIOR APPROVAL AND INSPECTION B Y THEPISTRICT WILL BE CONSIDERED
INVALID AND WILL NOT BE ACKNOWLEDGED. F
The proratod-sewer service fee is based upon the date the District'estimates that
service will*begin and c'overs.the balance of the fiscal year. Th ere will be no
additional fee or refund if service-actuAlly commences on-a-different date. For
succeeding fiscal years, the sewer service fee will .be collected on the .tax.roll
in the same manner as pro' perty taxes.
The undersigned hereby agreesthatthe above Information given is correct and agrees
to the conditions as stated.
August 2 7, 1979 V111 10022
Owner's Signature Date Account No~
Andrea S. White