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ESGIL CORPORATION
932O CHESAPEAKE DR., SUITE 2O8
SAN DIEGO, CA 92123
(619) 5GO-1468
DATE:
JURISDICTION:
PLAN CHECK NO
&#£?
PROJECT ADDRESS:
PROJECT NAME:
Z&/V &
QPLAN CHECKER
QFILE COPY
QUPS
[J DESIGNER
I/ 1 <>
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The plans transmitted herewith have been corrected where
necessary and substantially comply with the jurisdiction's
building codes.
The plans transmitted herewith will substantially comply
with the jurisdiction rs building codes when minor def icien-
cies identified _ \ _ are resolved and
checked by building department staff.
The plans transmitted herewith have significant deficiencies
identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
The check list transmitted herewith is the jurisdiction's
copy for your information. The plans are being held at
Esgil Corp. until corrected plans are submitted for recheck.
The applicant's copy of the check list is enclosed for the
"jurisdiction to return to the applicant contact person.
The applicant's copy of the check list has been sent to:
D Esgil staff did not advise the applicant contact person that
plan check has been completed.
Esgil staff did advise applicant that the plan check has
been completed. Person contacted:
Date contacted:
REMARKS *
?/'//? 6 Telephone # / u /f?(~&<>Q V
~7~b Ci -fy
BY:ENCL:
ESCSIL CORPORATION
RESIDENTIAL VALUATION CHART EFFECTIVE 7/1/85
SFD & DUPLEXES O^ fT X $ 58.00 $ 3^5, Sl^
APT. HOUSES & ATTACHED MULTI-FAMILY UNITS
GARAGE /& V/
CARPORT ^/A
COVERED PORCH /tS/'rf-
COVERED PATIO /I'/'/f
BALCONIES/STAIRS/DECKS 2 /&
RETAINING WALLS "? 2- %
POOLS AS/A
SPAS (GUNITE) ^C^
* SPAS (PLASTIC/FACTORY MADE) t^/A
AIR CONDITIONING t//A
X
X
X
X
X
X
X
X
46.00
14.00
10.00
5.50
5.50
9.00
11 .00
23.00
VALUATION
VALUATION
X 2.40
M574
/. 5?fd
1
4,500.00
2,050.00
MOBIL OR MODULAR HOME ON SINGLE-FAMILY LOT
(1/2 OF BUILDING PERMIT FEE)
TOTAL VALUAT
PLAN CHECK F
ION
EE
$ ,
$
3st, 05-
* POLICY:
IT IS OUR POLICY TO CHARGE A BLANKET PERMIT FEE OF $75.00 FOR A
FACTORY-MADE PLASTIC SPA. THIS FEE'COVERS ALL WORK INCLUDING
PLUMBING AND ELECTRIC.
THIS PERMIT FEE APPLIES TO AN IN-THE-GROUND, PERMANENTLY INSTALLED,
FACTORY-MADE PLASTIC SPA NOT TO EXCEED 400 GALLONS IN CAPACITY.
THE PLUG-IN TYPE SPA IS AN APPLIANCE AND DOES NOT REQUIRE A PERMIT
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 2O8
SAN DIEGO, CA 92123
(619) 560-1468
DATE:
JURISDICTION:
PLAN CHECK NO '$ 5*'
A
QAPPLICANT
^JURISDICTION
QPLAN CHECKER
[JFILE COPY
DUPS
DESIGNER
PROJECT ADDRESS:
PROJECT NAME: 2. U // £> Q |//5 T
fJfi/D
D
D
The plans transmitted herewith have been corrected where
necessary and substantially comply with the jurisdiction's
building codes .
The plans transmitted herewith will substantially comply
with the jurisdiction's building codes when minor deficien-
cies identified _ _ are resolved and
checked by building department staff.
The plans transmitted herewith have significant deficiencies
identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
The check list transmitted herewith is the jurisdiction ' s
copy for your information. The plans are being held at
Corp. until corrected plans are submitted for recheck.
The applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
The applicant's copy of the check list has been sent to:
Esgil staff did not advise the applicant contact person that
plan check has been completed.
staff did advise applicant that the plan check has
been completed. Person contacted:
Date contacted:
REMARKS :
Telephone #
BY:ENCL:
ESGIL CORPORATION
APPLICANT COPY
i~1 CITY COPY
PLAN CHECKER COPY
1\
Citp o£ Cartefaab
JURISDICTION:DATE
PROJECT AJDBESS.
TCi
PL*H CORRECTION
Plan Cheek Mo.
Dato plans received by Jurisdiction,
Date plans received by plan checker //
Data initial pl*n check completed /£?/}£. sv
FOREWORD- PLEASE REAP T«L (619)
Plan check is limited to technical requirements
contained in the Uniform Building Coda, Qnifons
Plumbing Code, Unifora Mechanical Coda, National
Electrical Cod* and state lav* regulating energy
conservation, nois* attenuation and access for
the handicapped. The plan check is based on
regulations enforced by the Building Inspection
Department. You may have other corrections
based on laws and ordinances enforced by the
Planning Department, engineering Department
or other departments.
The items circled below need clarification,
•edification or change. All circled iteas have
tc be satisfied before the plans will be in
conformtnce with the cited codes and regulations.
Per Sec. 303 tc). 1979 Uniform Building Code,
the approval of the plans does not Demit the
violation of any state, county or city law.
PLANS
Please make all corrections on the original
tracings and submit two new sets of prints,
and any original plan sets that nay have
b««n returned to you by the Jurisdiction,
Subait fully dimensioned plot plan drawn
to scale showing location slie, 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 elevstions at
all comers. Sec. 302(b]7.
Indicate distance fro* center-line of street
or all*/ to property line and distance frost
curb to property line. Sec. 302(bl7
Plans, specifications and calculations shall
be signed by a California State licensed
engineer or architect. (California
Business and professions Code!
0. FIR*' PROTECTION
12. Halls closer tJian 3 feet to property lines
/ shall be one-hour fire-raced construction,
have no openings, and shall have 30 inch
parapets when Che building floor area exceeds
1,000 square feet on any floor. (Table 5-A
Sec. 17Q9U)
/'
i-
To facilitat* rechecklng, please identify,
next to each circled Item, the sheet of
the plans upon which each correction on
this stieec h*s been made and return this
check she«t *ith the revised plans.
Indicate on plans the name of the legal
owner and na*e of person responsible for
Che preparation jt the plans. Sec. 302(b)
I
Projections, including eaves, nay not extend
more than 12 inches into the 3 foot setback
from the property line. Sec. 1710 and
Sec. 504(b)
Projections, including eaves, shall be one-
hour fire-resistive construction, heavy
timber or of non-combustible material if
they project into ttia 3* setback area frost
the property line. Sec, 1710
Show location of permanently wired smoke
detector. Sec. 1210
C. .ROOM SIZES, trCfny. VENTILATIONS AHP
Ono room must contain a minimum of 150 square
feet of superficial floor area. Sec. 1207tb)
Habitable rooms, other than kitchens, shall
contain at lease 70 square feet of floor
area. Sec. 1207(b)
Window area muse be at least l/lo of the
floor area and a minimum of 10 square feet
per Sec. 1207(a). Appears to be deficient
in
8. Openable window area must be 1/20 of the
floor area and a minimun of 5 square feet.
In bathrooms, laundry rooms and similar
rooms. Minimum is 1.5 sq.ft. (£ec.l203(a)
One-half of all required window ares must
be openable in
Provide Bechanlcal 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. 120J(al
Ko habitable room, other than a kitchen,
shall be less than 7*0" In any dimension.
Sec. 1207(c>
2. Show that celling height for habitablerooms 1* a minimum of T't*. Sec.
Show ceil 4.19 neight for laundr/ rooms,
hallways, corridors, and backrooms is a
minimum of 7'0" Sec. I207la)
Provide 30" clear width for watar closet
compartments and 24" clearance in front
of water closec Sec 17U!b)
No cooking room shall be used far sleeping
Durpases, unless comolying as an efficiency
living unit Sec 1208
Specify safety glazng for glazing n hazardous
locations such as alass doors, glazng
adjacent to such doors and glazing adjacent
to wal/cing surfaces Sec 5406
Glazing in shower and tub enclosures
(incljdng windows) shall be tempered,
laminated or approved plastic.
Sec. 1711 (f)<g")
Sleeping rooms shall have a window or
exterior door for emergency exit Sill
height shall not exceed 44" aoove the floor.
The window must have an openable area of
at least 5.7 square feet with the -ninimum
openable width 20" and the minimum openaole
height 24". Sec. 1204
Eaves a*id cornices may not project into
a required yard tiore than 2 inches for each
coot of yard width if required windows
open into the yard Sea 1206(d)
A mezzanine is an intermediate floor and
may not have a floor araa 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
The loft you show does not comoly as a
mezzanine floor and is, by Building Code
definition, a seorv
Handrails shall satisfy the following
Provide handrail for stairways over 30"
hign wnen servng a single dwelling
Title 24, Sec. T25-22(b)
Handrail shal 1 be
nosing of treads
30" to 34" above the
Sec 3305(3)
D. EXITSj 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'-8"
11 height, and shall be capable of opening
at least 90 degrees Sec 3303(a)
Provide 36" high orotective 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 suoport 20 pounds per lineal
foot at a right angle to the top rail
Table 23-3
Provide stairway and landing details.
Sec. 3305!b) & (c)
a. Maximum rise 3" and minimum run is 9".
b. Minimum head room is 6'-6".
c. Minimum width is 30".
/
'/
Handrail projecting from a wall shall
have a space lot less than 1 1/2" between
the -all and tie handrailThe hand grip portion of handrail shall
be not less than L 1/4" nor more tnan
2" in cross-sectional dimension
Sec 3305(j) (sea attached)
Every stairway landing shall have a dimension.
measured in tha direction of travel, ac
least equal to the stair-way width.
Sec. 3305<g)
A door may open over a stairway landing
provided Che door, in any position, does
not reduce che 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 too step is noc
more than 7 1/2" lower than the floor level
Sec. 3303(1)2
Provide details of wnding stairway
a Minimum tread is 6 inches at any point
and mmmum 9 inches at a point 12 inches
from the side of the stairway
b Maximum rise is 9 inches
Minimum width is 30 inches.
(see attached)
Sec. 3305(dl
Provide spiral stair-way details-
a Minimum run is 7 1/2 inches at a point
from where the tread is the narrowest.
Maximum rise is 9 1/2 inches.
feet & inches:. Minimum headroom is 6
Sac. 3305(f)
(see attached)
. Sprial stairways -nay not oe used for required
exits when the area served is greater than
400 sq ft. Sec. 3305(f)
Spiral stairways must have a clear walxing
space of 26 inches between the column and
handrail. Sec 3305! f)
Provide I.C.a 0. Reasearch Report and Dumber
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 par the
approved fabrication plans Sec 306(a)4B
and Sec. 306(f)
tn buildings over 2 stories in height, provide
3/4 hour fire-raced 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 exempt Sec 3305
Exterior stairways shall not project into
the 1 foot setback from the property lines.
Sec 3305(n)
r<y\)°s
The walla ard soffits of the enclosed jaeabla
soace under inter.or stairs snail be protected
on the enclosed side as required for one-hour
fire-res ist.ve constrjct.on Sec. 3305 iml
. Minimum construction specifications shall
be Tiade a oart 01 the approved plans
(See attached)
6. ROOFING
"w. Sp«cif/ roof pitch.
Td. Hoof pitch is not adequate for roof type
•=•-J Specify -lunimum pitch ofsoecifled
l , 1 ix ".yl 2
>ffi&
W$
78.
Specify roof material and application
Specifv I c 3 0 aoproval numoer for roof
materials not covered in UBC.
Specify roof slooe for drainage ar design
to supoort accumulated water Sec. 3207(a)
Show roof drains and overflows Sec 3207(a}
Provide skylight details to show compliance
with Sections 3401 and 5207 or provide tC30
approval number
Provide plastic roof panel details to show
compliance with Section 5206 or provide
ICBO number
Show attic ventilation. Minimum venc area
is 1/150 of attic area or 1/300 of attics
area if at least 50% of the required vent
is at least 3 feet above ceiling joists.
Sec. 3205(c!
H. MASONSY
/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. 2516U)
regarding tiea and *9 wire in horizontal
Joints or note construction to be per attached
sheets 30-1 or 30-2
Show height and construction details of
all masonry walls Chapter 24
Note that cleanout openings shall b* nrovided
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
9l\ Show floor and roof connections co masonrv
walls. Connection shall resist 200 pounds
per lineal foot or the actual design load,
whichever is greater Sec. 2310
Provide material specifications for mortar,
grout, masonry and reinforcing steel
Sec. 2403
Show how masonry house walls retaining earth
are to be waterproofed. Provide detail.
Note that special inspection of the masonry
will be required for
in
4-
GARAGE AND CARPORTS
lOOjGarage requires one-hour fire protection
on the garage side of walls and ceilings
common to the dwelling. Table 5-B Sec 503(b)
All elements supporting floor above garaga
to have one-hour f ire-reaistive protection
on the garage side Sec 503 Beams and
posts, not within th« wall or ceiling con-
struction, must comply with UBC, Table 43-A,
or be minimum 5" dimension beam and minimum
8' by 3" post.
CKI J.
Show 13/3" solid core self-closing door
for opennga between garage -ind dwelling
Sec 503ld)
Garages are not permitted to ooen into
a room used for sleeping purposes Sec 1104
Ooenngs between caroort and residence
require self-closing doara and stationar/
windows Sec 1214
Show garage framing section, size of header
over garage opening, lateral cross bracing
at plate line and itethod oc bracing garage
front. Chapter 23
NOTE Minimum plywood diaphragm ratio is
3 1/2 to 1 or 2'3" Table 24-1
Doors between dwellings and attached garagea
nay swng .n either direction provided
the difference in floor elevation between
the dwelling and garage does lot exceed
7 1/2 inches and orov^ded the door is not
used as the orimary 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 prmar/ means of egress from the buildng,
additional steos or landing must be provided
in accordance with stairway require-nents,
and the door must not swing over the depressed
level (see 3303fi>2 and 3305 (g)
Provide 18" raised platforms for anv FAU,
water heater, or any other device which
may generate a flame or spark.
Note that continuous fire *all protection
shall be installed behind raised plaeform(s)
prior to Cramng platfor-n.
POONDATIOH REQUIREMENTS
Note on plans that"A soils engineer shall
eva-luate any unanticipated jncompacced fill
or expansive soil or other soil problems
disclosed during construction" Sec 306(a)12
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, comoressibility and bearing
value. Sec. 2905
Note on the plan the soils classification,
whether or not the soil is expansive, and
note the allowable bearing value. Sec 2905
The foundation plan does not comply with
the soil report recommendation for this
project
Provide notes on the foundation plan listing
the soils report recommendations for foundations
sLao and building pad preparation.
Note on the foundation plan that "Prior
to the Contractor requesting a Building
Department foundation inspection, tne
soils engineer shall advise the Building
Official in writing that-
1 the building pad was preoared in accor-
dance with the soils report-
2 the utilit/ trenches have been properly
backfilled and compacted, and
3. the foundation excavations, forming
and reinforcement comply with the soils
report and approved plan "
Provide spread footings for concentrated
loads designed for 1,000 PSF soil bearing
or per bearing value as determined by
an engineer or architect. Chapter 29
Show height of all foundation walls Chapter 23
Show height oc retained earth on all foundation
waLls Chanter Z3
Show distance of foundation to edge of
CJt or till slopes and snow steennass and
heights of cuta and rills Chapter 29
Note on olana that wood shall be 6" above
finish grade Sec 24l7lc) 7
Note on olans that surface water wi.l dran
away from building and show drainage oattarn
and <ey elevations Sec 2905(f!
Dimension foundation per Taole 29A
TABLE NO 29-A—FOUNDATIONS FOR STUD BEARI
WALLS—MINIMUM REQUIREMENTS
NUMBERor
STORIES
1
2
3
THICKNESS Of
FOUNDATION WALL
11MB«1)
CONCim
6
8
10
UNIT
MASONKY
6
8
10
WIDTHOF
FOOTING;lncfl«f)
12
15
18
THICKNESS
OFFOOTING
(Incnit)
6
7
8
DEPTH OFFOUNDATION
BELOW
NATURAL
SURFACE
OF CROUNO
CKAOE
[IncRii)
V
IS
24
NOTES
\Vher« unuiual conditions or frost coaditioni ate found, footing! andfoundation* ihall be u required in b«clion 2907 (a)
The uround under the floor may be excavated 10 the ile\ttion of thr
lop of the fool me
Show foundation sills to be pressure treated,
or equal. Sec 2517[c) 3.
Show foundation bolt size and spacing
Sec. 2907(e)
Specify size, IC3O number and manufacturer
of power driven pina. Show edge and end
distance and spacing. Sec. 306(f)
Show size, uobedment and location of hold
down anchors on foundation plan Sec 2312(f)
Note on plan that hold down anchors must
be tied in place prior to foundation inspection.
Sec 2312ff)
Show adequate footings under all shear
walls. Sec. 2311(ei
Show stepped footings for slopes steeper
than 1 10" Sec. 2907(c)
Show minimum 18" clearance from grade to
bottom of floor joists and minimum 12"
clearance to bottom of girders. Sec. 2517
Show pier size, spacing and depth into
undisturbed soil. Table 29-A
Show minimum under floor access of 18"x 24"
Sec 2517
Show minimum under floor ventilation equal
to 1 1/2 aq. 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 aides. Sec. 2517
FRAMING
yf
y*
Show all joists, rafters, oeams, and posts
2" eo 4" thick to be No 2 Grade Douglas
Fir-Larch or batter. All posts and beams
5" and thicker shall be *Jo I Grade Douglas
Fir-Larch or better (Taole 25-A-l)
Show wall bracing Every exterior wood
stud wall and main cross partition shall
be braced ac each end and at least every
25 feet of length with 1x4 diagonal
let-in brace or equivalent. Sec 2S18(g)5
lote cross bridging or bloc'cina ?loor
joists and raftara -nore than 12" in depth
and scanning -nora ~Tan 3 feet snail be
supported lateraLl, bv sr-daing at intervals
not exceeding a caet Sec 2506ig)
Show alocfcng at ends and at auoports
of floor joists, and Jar rafters at exte
2506(g)
nor
walls Sec
Show solid blocking at ridge line and
ac exterior walla on truased roofs
Sec. 2506(g)
Show double joiats "loor joists shall
be doubled under bearing partitions running
parallel with cha ]oiacs. Sec 25lfl(d) 5
Show rafter ties. Rafter t~«a shall be
spaced not more than 4 feet on cancer
where rafters and ceilng poises are not
parallel Sec 251SIn)
Show rafter purlin braces to be not leas
than 45 decrees to the horizontal
Sec 2Sia(ft)
Show 1/2" nun mum clearance oet^een top
plate of interior partitions and aottotn
chord of trusses (To ensure loading
will be as designed.)
Show double top place with -iinimum 43"
lap splice. Sec 2513(g)4
Show nailing will be n comoliance with
Table 25-P
Provide fire stops between, scones, between
top story and roof space, at ceilings
and floor levels in incer.or and exterior
walls, in manaard roof or evebrow 30 no
concealed or furred space _s greater than
10' horizontally or vertically, between
stair stringers at too and bottom and
between atuda along and in line with
stair run adjoining stud walls and partitions,
ac perimeter ot sliding door pocxeta,
between chimney and wood frame usng metal
or incombustiblea for the f^re stop and
ac oCher places thac could afford passage
of flame Sec 2517{f)
Show scud size and soacing. Maximum allow-
able stud heights 2"x4"1 16" is 14',
3"x4"i2"t6"1 16"O.C. is 20' Sec. 25ia<g>2
Note an A.I T C. Cercificace of Compliance
for glued laminated wood memcera shall
be given co the Building Inapector prior
to erection Sec 3Q6(£1
Detail all post to beam and post to footing
connections Sec 2517(c) 4
Specify nail size and spacing for all
ahear walls, floor and roof diaohragms
Indicate required blocking, lantain
maximum diapnragm dimension ratios
(Tables I,J,K>
Show 3"x4" or 2"x6' studs in first story
of three story building Sec. 25IB(f)
Provide truaa details and cruss calculations
Provide roof framing plan. Sec. 302(aI7
Provide learning sections through <gtO|_f
Section 302ta) 7
flOJ. Specify all header sizes for opening over
4* wide. Sec. 2518(gJ 7
Up Provide calculations for ~\t"il~' £l^TTPr^
Section 302(a) 7
In areas subject to water aplaah and in
exterior locations, wood columns and poata
shall be supported by piers projecting
at least 2" above the finished grad* 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
L/6
yv
Show location of attic access Jlth minimun
Size 22" x 30' Sec. 3205
Show draft separation for attic areas
in excess oc 1,000 sq.ft Sec. 3205
Show drart seoaratian for apaca between
draooed ceilings ard lloor above in excess
ac 1,000 sq.ft. Sec 2517
Soecif / olywood grade and oaneL indent i-
fication index Table 25-J
whan roof oiten i
ridge as a seam.
lass than 3 12, design
Sac. 2513 (hi
Wood shear walla shall not be used co
resist hor-zontal forces contributed by
•nasonry in buildings over one story n
heignt S«c. 2S16(t>)
Gypsum lath and plaster, gypsum sheathing
board and gypsum wallboard shall not be
used in vertical diaphragms to resist
forces imposed by masonrv or concrete
construction Tabla 47-1
If cripple vail studs are less than 14",
framing shall be solid blocking Sec.2513(g)6
Cripola wall studs exceeding 4 feet in
height shall be 3 inch oy 4 i-ch or 2
inches by 3 inches when supportirg 2 stories
Sec. 25l3(g)6
Show plvwood sheathing over exoosed eaves,
or other weather exposed areas, is exterior
grade. Sec. 2S17|g) 3
Show a weep screed at the foundation plate
line on all exterior" stud walls to be
stuccoed Sec. 4706(e)
Provide an approved waterproof building
paper unaer wood siding. Sec. I70l(a)
Specify an approved flashing for exterior
openings and parapec walls. Sec. 3208
Show corridor width to be mininum 36"
Sec. 3304(b)
Specif/ truss layout for 30" x 30" attic
access.
Ridges, nips, and valleys shall be at
least one size larger than supported
rafters. Sec. 2513(h) 3
Provide metal straps across ridge beam
and rafters.
MECHANICAL
Show access to the attic or undar floor
furnace to ba minimum 30 inches oy 30
incnes. Sec 703 * 709 UMC
Note tnat passageway to the attic furnace
shall be unobstructed and have continuous
solid flooring not i.ess than 24 inches
*ida Sec 703 UMC
Show oerrianent electrical outlet and
lighting r-xture controlled by a switch
for the attic furnace Sec 708 UMC
Show details to comply with Section T09
for furnace under the floor. Section 703
cor att.c furnace, or Section 710 for
roof or outside furnace
Note on plan, gas vents and non-combustible
piping passing through three floors or
less shall be effectively draft stopoed
at each floor or ceiling UBC Sec 1706(a)6
K. ELECTRICAL fNational Electrical Code|
All wirina shall comely «tith the National Electrical
Code
Note on the plan the amperage of electrical
service
If Cne electrical installation is more
than 200 amperes, show aanel location
and provide a single line diagram and
load calculations including
a. Wiring •netkod employed
b. Sizes of all conductors, switches,
circuit breakers, fuses, and conduits
c Aporox.mate length of service feeders
d Provide plot plan showing services,
all panel locations, circuit arrangement
and load distribution on panel busses.
e. Provide t/pical panel scnedule(s)
Dwellings require minimum 100 amp service
Show location of all electrical receptacles.
Electrical receptacle locations and/or
soacing is not adequate n Lfl^JtZ T2T CO'd &<2 £JQ
All heating, ventilating, and cooling systems
and appliances shall comply with the Uniform
Mechanical Code
Show the size, location and type of all
heating and cooling appliances or systems
Show source of combustion air for furnace
will comply with Chaper 6, U M C
Every dwelling unit shall be provided with
heating facilities capable of maintain-
ing a room temperature of 70 a F at 3
feet above the floor in all habitaole
rooms Show basis for compliance. 'JBC
Sec 1211
Show minimum 30" deep unobstructed working
space in front of furnace
Note on plans,clearances to be per manufac-
turers list.ng Sec 704 JMC
Furnace shall not be installed under any
stairway Sec 704 UMC
Furnace shall not be installed in any
bedroom, oathroom, closet, or *n confined
apace with access only through such room,
jnless specified as direct vent appliance,
enclosed furnace or electric heating appliance
Sec 704 UMC
Show IC30 approval for prefab fireplace
At least one receptacle shall be installed
outdoors, in basements and attached garages,
other flan laundry outlets Art 2lO-25(b)
Show minimum dwelling lighting (NEC
Art 2lO-26(a) and GFI'S in garage, baths
and outdoors. VEC Art. 210-3(a)
Note "OFER" ground to be provided (NEC)
Art 250-31
^ PLUMBING (Uniformplumbing Code)
All plumbing shall comply with the Unifrom
Plumbing Code.
Show water heater size, type and
location on plans.
Show method of providing combustion air
to fuel burning water heater. Sec. 1307
Fuel combustion *ater heater shall not be
installed in bath or bedroom, or in a closet
opening into bath or bedroom. Sec. 1309
Provide adequate barrier to protect wator
h«ater from vehicle damage Sac 1J10
Show T and P valve on water heater and
show route of discharge line to exterior
Sec I007(e)
Provide dryer vent to outside UMC
Sec 1903
Note on the plan that hose bibbs and lawn
sprinkler systems shall have approved
bacxflow prevention devices. Sec 1003
Shower stall shall accomodate a 30'circle
and have a minimum floor area of 900 sq in.
UPC 909<d)
yt.
7^4- pv2oHvB\TS
181
27J.
27S,
276.
J79.
show Jat:»i:s J* duple* samraon .part/i -a* La
and I'ooc ;»iVi"w isstimat ves to ic-M«ve
j Sound Tammisjion >_ ass ' 5T, I racing
in -*Ui oe 10 <i«CiOlfi »nd .in ^moact
:nauueian <-la*s iCX! racing on 'loor
ceiling of 10 J*ciol*s. Tide 23
Show iow penecrition at «sa*Malies -ot
piping. electrical devices. r*cssa*d caninecs,
Saentuos. soffits, or -i*aeing ventilating,
or exnaust duc^s mall Be> »*ai«d. lined.
or inaul*e*d ca maintain required sound
transmission racing. TXti* 13
Provide insulation in walls *nd oiling
CO acniav* STC o( 50 0«cw»*n ga*sq« *nd
living area Li garag* ua*> is not controlled
by rstsudent Title 23
EMO»CT COHSEflVATIOHt Pt*ae« Bead
MM State Mandated Regulations
(Calif. Adnin. Code) became effective;
Jun« IS. 1983 «nd t«quit« th»C th«
d*sign s*tufy on* at tfl* *lt«rn*tiv«
•nvray p«cJc*g«9 Is** «erach*d p«ck*q*»
A. B. C, L, 2. 3, 4 *nd AB 163) Th*
lew *lso requires that tuny mandatory
consvcvacion items b* satisfied.
CflrZUgtap ia in Son* 1
Copies of the Residential £n*cgy
Conservacion Manual may bm obtained
front Publications Unit. California
Energy Commission, 1111 How* Av*. MS-50,
Sacramento, California 9S825, (Tel.
(916) 920-6216)1. California Buildiag
Officials also maintain a telephone
"hotline" between 10-00 A.M. and Noon
and 1:00 P.M. to 4tOO P.M. at (916)
456-3023.
Show on the title sheet of the plane,
the alternative energy package ttiat
was selected i.e. A. B, C, 1, 2, J,
4, or AB 163 Co show co»oliance, and
provide calculations and other data,
appropriate to that selected packages.
Tn* responsible designer should sign
a statement, on the olan title sheet,
"The desiqn submitted substantially
conforas to the Energy Regulation*
for Residential Buildings".
Show the "a* value for the walls and
ceiling and related *raa*.
Note that the insulation used shall
comply with California Quality Standards.
Note the insulation installer shall
post a signed certificate, in a conspiciou*
place in the building, stating the
insulation complies with Title 24, Chapter
2-53 and Title 20, Chapter 2, Subchapter
4, Article 3.
Note doors and windows, including skylight*,
between conditioned and non-conditioned
space snail be fully weatherstripp*d.
Mote on the framing plan that weather-
stripping, caulking or sealants must
be used to limit filtration in the
building envelope at the following locationai
Exterior joints around windows and door
frajMB. between wall jole plates and floore.and u^twwen exterior waii panels,
penetrations in walls. c*ilmgs, and
floors (oc plumbing, electricity, and
gas lirnja, opening* in attic floors)
and jll otner openings in the building
• nvlop-J
Noce chat doors and windows to b* certified
*nd labeled »» complying with tn« Energy
Regulations.
Note fans exhausting *ir to have back
draft dampers
282
283.
284.
286.
287.
288
2S9.
290.
O.
Note at the exterior wa11 fireplace
"Fir-olace to have minimum nx square
inches of outside air eo lave glass
or nets! door covering tn* entire opening
of Che f.rebox, to nave tight-fitting
damper with readily accessible control
and should not have a continuous burning
pilot light"
Note ducts shall comply with Chapter 10,
1976 UMC and shall b* tightly sealed
with mastic or tap*
Hot* at the water heater location "water
heater to have wrap of R-12 external
insulation"
Note, where water heater is in unconditioned
space, the first five feet of outlet
pipe eo have H-3 wrap.
Hoto all circulating hat water pip*e
in unconditioned spaces shall be insulated.
Mote that all gas fired heating and
cooling appliances, showers and faucets
shall comply with the Energy Efficiency
Standards.
Show, at bath and kitchen, that the
general lighting shell have an efficiency
of not less than 25 lumens per watt
i.e. florescent
Mote that heating or cooling systems
(except heat pumps) shall have an •utoemtir
thermostat with mechanism which can b*
manually programmed to automatically
set back th* th«raostat set points Car
at least two periods within 24 hours.
Show th* six*, type* and location of
th* ipac* heating (or cooling) system
and provide energy calculations if th*
output BTU/Hr. exceeds 45,000 BTU/Hr.
output.
Show ••«* and *ade>l for PJUI and w*ter h**e*r
are on State approved Use.
Outdoor pools 4itn Josail, fuel heatars
require pool cavers as well «e otner energy
saving; devices sucn «* CUM clocks, etc.
T20-UOC
HISC*LLAHgOPS
Show a minimum 2" air soace and flashing
b*tu«en planter and building walls
S«C. 2S17t«)
Specify material to be used andor the
ghow«r til«- Sec.
Specify lath and plaster to comply with
Chapter 47, CISC.
Two 3/4" copper oipes must be installed
from w&tax heater location, to convenient
location of futura solar panels (City Ord.)
Provide sleeves (roof jac'ts) in roof for
C"O tuCjre 3/4" copoer aipea to convenient
location of fatura solar panels (C*ty Ord )
Mote :iat solar watar oioing is to oe insulated
in areas •'•at ar* -ot seated sc -ooled
I City Ord )
Q Building plans are substantially correct
and complete.
By.
Oatei
Building plans would b* substantially correct
and complete is minor corrections are made
at counter
By_
Date-
fr**tI Lj/Building plans require ma]or corrections and
V^/ complete plan recheck, by plan check
jfi engineer, is required. ^
/V By i ' ""*
/
I! you have any questions regarding
this plan check, pleas* call r^"' *"^
W* would also b* pl*aa*d to neet with
you. at no charge, if additional assistance
ia needed.
w\I I?U y \T 3, (
Date* 8/tf/**>~ Jurisdiction
Prepared byt
VALUATION AND PLAN CHECK FEE
PLAN CHECK NO.
Fee Adjusted To Reflect D Energy Regulations (Fee x 1.1)
Q Handicapped Regulations (Fee x 1.065)
Building Permit Fee $
Plan Check Fee $
Bldg. Dept.
Esgil
BUILDING ADDRESS
APPLICANT/CONTACT /^// £fj ~mu£> PHONE NO. 7^f -TTS'Z ,
BUILDING OCCUPANCY /?-3
TYPE OF CONSTRUCTION I/-H
BUILDING PORTION
"7*;T773£_ L~ J'-s/tl,
"7^ /T^^i. e^-A?-7 "£
ICS--T ' Csjfj //
*Z?€So£.
Air Conditioning
Commercial
Residential
Res. or Conun.
Fire Sprinklers
Total Value
BUILDING AREA
4 5~35&#ti r
/03 V ^(5
5~J¥^ &
**)/ A ^r (*)
DESIGNER PHONE /
CONTRACTOR
VALUATION
MULTIPLIER
2- 5"c9 >*
/¥'*&
/j.#t>
<?,*&
@
P
@
PHONE ^-""i
VALUE
35?6¥?'
/#tj.7t.
'
&231/-
/ ¥ ?01
j f ^? ^~T't^~ $,
COMMENTS;
8/4/82
PLAN CHECK ADDRESS
TfPE OF STRUCTURE
J)ATE_
ZONE:
SCHOOL FEES: SAN DIEG'JITO_
CARLS3AO__
% COVERAGE
ENCINITAS
3AN MARCOS
BUILDING HEIGHT^
FENCES/WALLS
(X.u-ia
LU
— TWO CAR GARAGED
& COMMENTS'
REQUIRED SETBACKS
FRONT
SIDE
REAR
Cl
C_)
LUCE;
L j REDEVELOPMENT APPROVAL REQUIRED:I d
wos L..LANDSCAPE PLAN COMMENTS:
. REQUIRE!^,
ADDITIONAL COMMENTS:
OK TO ISSUE;DATE:TO FINAL:DATE:
EMGINEERING
P.F.F.
' ,V** ***«£* W^VllfW***** *************»!
LEGAL DESCRIPTION VERIFIED?
PARK IN
A.P.N. CHECKED?^
IMPROVEMENTS: ^\j M3L-C
E.D.U:
SFWER:
LATERAL:
GRADING PERMIT:
$&>n 5~/MC f^ P
DPiIVEWAY
EASEMENTS:ADDITIONAL COMMENTS
— OK TO ISSUE:
ENGINEERING INSPECTION REQUIRED:
PUBLIC WJRKS INSPECTOR:
FINAL OK:DATE:
IF THIS ITEM IS NOT CHECKED, BUILDING DEPARFMENT WILL MAKE ALL INSPECTIONS
/
(DRIVEWAYS, CURB CUT, DRAINAGE, ETC.) /
PRESIDENT
MARY A NEWPORT
VICE PRESIDENT
BERNEITA K RUTHERFORD
DIRECTORS
MARGARETE FERGUSON
STANLEY A MAHR
DALE MASON
GENERAL MANAGER
WILLIAM W RUCKER
ATTORNEY
VERNONA PELTZER
son marcos county water district
PHONE (619) 744-0460 • 788 SAN MARCOS BOULEVARD • SAN MARCOS CALIFORNIA 92069
October 1, 1985
City of Carlsbad
1200 Elm Avenue
Carlsbad, Ca. 92008
RE: 2845 and 2847 Cazadero
To Whom It May Concern:
This is to confirm that upon payment of water connection and
installation fees, domestic water service will be provided to
the above project by the San Marcos County Water District.
Please contact the undersigned if there are any questions.
Sincerely,
SAN MARCOS COUNTY WATER DISTRICT
CJU/
Cheryl Sc(]_])il:
Engineeering Tech.
CS/dit
WATER — BASIC TO LIFE HEALTH AND PROGRESS
LEUCADIA COUNTY WATER DISTRICT
APPLICATION FOR SEWER SERVICE
Owner's Name James E11">s 'hone No.583-2228
Mailing Address 7331 Viar Av.
San Diego, Ca. 92120
Service Address: oct/r" Al4sw» >Ct
Tract Description- lot 311 La Costa Meadows #2
Assessor's Parcel no.
Type of Building duplex
lateral Size* 4" __ 6" _
Extra Footage. _ @ $
215-340-15 APPLJED
No. Units 2
Saddle _
Extra Depth-
__ Connection Fee $ 1,200.00
Easement Connection pre-pd (400 00)
@ $
Amount Rec'd $_PjQO
Ck. Mo/Cash
Date
By "
Lateral Fee
Prorated Sewer
Service F-ee
Total $1,000
The application must be signea 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. •"--*'rr T*fc'
^V"
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,
the main collection line in the street (or easement) to the point in the^strtet Cat
or near the applicant'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 service lateral. ^
The connection of the applicant's building 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 PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED
INVALID AND WILL NOT BE ACKNOWLEDGED.
The prorated sewer service fee is based upon the date the District estimates that
service will begin and covers the balance of the fiscal year. There 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 property taxes.
jrsigned hereby agrees that the above information given is correct and agrees
:onditions as stated. , \
~
Owner's Sionature Date Account No.
V
LJDG NO
SAN '1ARCOS UNIFIED SCHOOL DISTRICT
PROJECT SERVICE AVAILABILITY LLTi'M
(Applicant C:ll in - print legibly)
APPLICANT ^///^-£-// //,
Address / 7 7 f~ /? . /?&/ t^ /"/
OWNER S" y/7 /L/. /_ j//J/^7 <3
C3 /I / TA^O Phone No V^ f ' 7 7^ 1
: /}!/£„ £_#&{"{£/}& £-A c? 2,00%
. l//^" T~ Phone No VJ 5 * 6"^ ^
Address 2 &9O~ £3 £- tf 'T- A &/£ /20 /? g C A £t-S tf A/3 £#, tyZ-OOft
PROJECT DESCRIPTION Project Address/Location 2 o <r J v~£-&ty's
Project Name £ (/ /? L. /? X <£ A ?. A && *? 0 &/? • £~A £-03 TSt
Project located on
Assessor's Parcel No (s)
( Attach le^al description
if necessary)
Census Tract No <zr~O@ tO^>
Project Type (check one or more)
| i Minor Subdivision (TPM)
\^\ Major Subdivision (TM)
^, ., Asse&s'.'"'s Parcel Numbersi ii?t /fAIi^l^l I/I5T s i i i II t i !t l !
2 i i i ii ( MI i r 4 i i i ir i i IF i i
Housing Type No of D U 's No of Bedrooms
Single Family
Multiple Family 2- IS ^ /T 2- *^* 3 & £ 0&0*
Mobilohome Units
1 Owner/applicant agrees to reconfirm this protect with the issuing school district everv 6 months
unless such action is not required bv the district District Phone 619-744-4776
2 Owner/applicant, understand that the certification for school service contained in this Project
Service Availability Letter is no longei effective if the project is disapproved or if the con-
ditional project approval (subdivision, permit, or other conditional use processes) expires
The information I have provided is coj/rect^
APPLICANT'S SIGNATURE Date
Date
SAN MARCOS UNIFIED SCHOOL DISTRICT
CERTIFICATION OF SCHOOL AVAILABILITY OH NON-AVAIIABILITY
DAY
TO
FROM School District San Marcos Unified Grades Served K-12
1 j | School services and facilities are cormutted for this oiojecl &PI \icrs \\ill be available
concurrent with project need based on a GOCUI ed ag-ecmenl \\iih the developer which has
adequate financing and clear intent The termination cUte ot Lho document is
See attached copy
2 jlOf The undersized school district hereby certifies that it will be itale to provide adequate
school services and facilities to the above described pi oject concurrently with the need of
such project Owner/applicant has pnd the tequncd rloveloixn's fee
3 |~J The undersigned school district hereby certifies that it will not be able to provide adequate
school services and facilities to the above described project concurrently with the need of
such project because
DISTRICT REPRESEOTATIVE'S SIGNATURE Date October 8, 1985
TiTLEFacil ities Technician phone 744-4776
PT NK-OWNER/APPLICANT
Daniel C. Mannix AIA Architect
1727 University Avenue, Suite A, San Diego, Ca. 92103
Lundgvist Residence General Notes
Site Notes
General Notes
Construction Notes
Framing"Notes
Electrical Notes
Mechanical / Plumbing Notes
Energy Notes
SITE NOTES
1.) Daniel C. Mannix, AIA architect is not responsible for accuracy of
boundaries and dimensions of site, contractor to investigate and
verify all conditions and dimensions on site. Any inconsistency
shall be brought to the attention of Daniel C. Mannix immediately.
2,) Should any loose fill, expansive soil, ground water or other dangerous
conditions be encountered during the excavations for the foundations,
the architect shall be notified and all foundation work shall cease
immediately.
3.) All grading shall be performed in accordance with the City of
Carlsbad requirements and details.
4.) All slopes over 3 feet to be planted and maintained per the City of
Carlsbad standards.
5.) Excess fill material to be mounded per direction of architect or
otherwise disposed of off site.
6.) Soils report with compaction test is required for all fill over 12"
in depth.
7,) All grading & foundation work per soils report.
8.) All debris of any kind except for good topsoil shall be removed from
all planting areas at least 2V deep. All turpentine, plaster, paint
thinner, etc, must absolutely be removed. These elements are ex-
tremely hazardous to healthy plant growth and cannot be allowed to
remain in the planted areas.
9.) Finish grading of planted areas shall be 2" below curbs, sidewalks,
and driveways.
10.) Contractor to dispose of excavated earth and clean-up site in areas
affected by this work.
11.) Perform all excavations including shoring of earth banks to prevent
cave-ins. Restore all surfaces, existing underground installations,
etc. damaged or cut as a result of the excavations to their original
condition.
12,) All surface water to drain away from building and out to street as
indicated on site plan.
13») See landscape drawings for additional notes and details of planters
and landscape areas.
lif.) Sidewalk/driveway control joints shall occur at V-0" O.C. max.
•J-" expansion joints shall occur at 20!-0M O.C. max. Joints shall
alaign with architectural features of the structure whenever possible.
15«) Contractor shall verify the location of all underground utilities
prior to coirmencing work.
16.) Sewer: Arrange for connection to street main or sewer lateral. Pay
connection charges and/or install scwcr lateral as required.
Physically verify that building/site sewers can be installed with
proper slope and connected to sewer main prior to installing any piping,
17.) Water service and meter: Arrange for installation of water service
and meter. Pay all installation costs and assessments as required.
18.) Gas service and meters: Arrange for installation of gas service and
meters. Pay all charges and provide excavation and backfill as re-
quired.
19.) Telephone/cable TV installation as required.
20.) Contractor shall exercise extreme care to avoid damage in exposing
underground services. The contractor should request that utility
agencies locate and mark any underground piping or cables that may
be in the area of work. Where an underground facility is encountered
which is not shown on the plans or mentioned in any other contract
document, the contractor shall discontinue the excavation and im-
mediately contact the city of Carlsbad/Utility agencies for direction,
21.) Prior to installation of any sewer line, the contractor shall phy-
sically verify the elevation, size and material at the point of con-
nection.
22.) Condensate drainage: coordinate elevation of air conditioning units
requiring connections with HVAC section of the work so that proper
slope of condensate lines can be met.
GENERAL NOTES
1.) Contractor shall, as part of this contract, furnish all insurance
required by the owner and furnish all material, labor, transportation
and equipment and properly install all work specified herein, shown
on the drawings, or reasonably implied to complete the construction.
Included as a part of the work of these sections, but not necessarily
limited by them, are the following: All materials, labor, tools and
equipment required to properly execute and complete his work accord-
ing to the plans and specifications.
2.) Contractor shall be responsible for the finishing of the work in the
manner and forms prescribed by the plans and specifications.
3.) Contractors are to protect all property and the work of all other
trades against damage or injury caused by his activity and the activity
of the subcontractor.
Z^.) Contractors shall individually warrant for one year minimum, all
materials and workmanship except as otherwise agreed, after notice of
completion,
5.) The owner reserves the right to change, increase, or reduce the work
as may be necessary.
6.) Contractor shall not make changes nor do extra work without written
authorization from the owner or his representative.
7.) The architect will in no way be responsible for how the field work
is performed; safety, in, on, or about the job site; methods of per-
formance or timeliness of performance of the work,
8.J The contractor shall carefully study and compare documents and shall
report to the architect any discrepancy or omission he may discover
before proceeding with the work.
9.) Subcontractors to provide brochures, shop drawings or samples of all
exposed finish materials to owner for approval prior to installation.
(I.E. cone, finishes, paint, stain samples, etc.)
100) All materials and workmanship shall comply with latest edition of the
Uniform Building Code and all other applicable codes and ordinances.
11.) Contractors shall investigate, verify and be responsible for all con-
ditions and dimensions of the project and shall notify the architect
about any condition requiring modification or change before proceed-
ing with the work.
12.) Refer to Foundation / Framing Plans for structural notes and require-
ments*
13.) The work of this contract shall include all work indicated on the
drawings or specifications.
14.) Contractor warrants good title to all materials, supplies and equip-
ment incorporated into the work.
15.) Each contractor shall clean up debris resulting-from his work.
16.) Dimensions:
All dimensions are to the rough unless othwise noted.
All dimensions to stud partitions are to F.O.S. (face of stud) unless
otherwise noted.
Ceiling height dimensions are from rough floor to top of double top
plate.
Written dimensions on these drawings shall have precedence over scaled
dimensions. Contractors shall verify and be responsible for all di-
mensions and conditions on the job and the architect shall be notified
on any variations from the dimensions and conditions shown by these
drawings.
The following shop drawings shall be submitted to the architect/con-
tractor prior to commencing fabrication; cabinetry & mil work, sheet
metaJ, iron work/hand rails, fabricated structural steel/landscape/
irregation. Two sets each of the shop drawings shall be supplied
to the architect/contractor.
17.) Each contractor/trade shall be responsible for their damage to the
work of other trades and arrange for acceptable correction.
18.) All materials shall be as indicated on the drawings. Any substitu-
tions shall be permitted only upon receiving a written consent from
the architect or owner. The contractor shall submit samples of materials
and finishes for approval prior to ordering the same.
19.) All work shall be performed in the best and most professional manner
by mechanics skilled in their respective trades.
20.) All materials and equipment shall be installed in strict conformance
with the manufactures recommendations.
21.) Bidding contractors, by the submission of their bid, indicate that they
have visited the site to verify existing conditions prior to submitting
their bid.
22.) All selections of color, texture and finish shall be approved by the
architect/owner/contractor prior of ordering and installation of
materials.
23.) Provide all necessary blocking, footings, backing, framing for cabinet
light fixtures, electrical units, a/c equipment, drapery or water heaters
and all other items requiring same.
2/t.) Where larger studs or furring required to cover ducts, piping, conduit,
etc., the larger stud size or furring shall extend the full width of wall
surface where furring occurs*,
25.) Details marked "typical" shall apply in all cases unless specifically
indicated otherwise.
26.) -'/here no specific detail is shown, the framing or construction shall be
identical or similar to that indicated for like cases of construction on
this project.
27») UBC Section 25l(f). Fire-stop all concealed draft openings at ceiling
and floor lines, furred area, stair stringers, chinmey enclosures and
walls at 10 ft, horizontally and vertically.
28.) All bolts shall comply with ASTM A307.
29.) UBC Section ^205(c). provided attic ventilation. Vents shall not be
located within 3' laterally above window or door openings in the story
immediately below.
30.) UBC Section 3205(a). Provide 22" x 30" mm. access to attic with -
minimum 30" clear headroom.
31.) Glass in doors and all glass within 18" of floor and over 18" wide
must be laminated safety, full tempered or wire glass and comply with
Chapter 54 UBC.
•provide standard flat washers between bolt heads or nuts and wood members,
32.) install approved flashing at all exterior openings. '; -
33.) Exterior metal flashing vents, valleys, gravel stops, etc. to be
26 gauge minimum galvanized.
,\34.) These drawings are not final or to be used for construction until they
^resigned by the architect and the owner/client.
35«) These drawings are instruments of service and are the property of
Daniel C. >'annix, AIA Architect. All designs and other information
on the drawings are for the use on the specified profect and shall
not be used otherwise without the expressed written permission'of
Daniel C. Mannix, AIA Architect.
36.) AIA document A20l "General Conditions of Contract for Construction",
as published by the American Institute of Architects shall be con-
sidered a part of these construction documents and a copy is on file
in the office of the architect and may me seen and read by any interested
contractor,
37*) The contractor shall coordinate tho location of all utilities.
38.) Mechanical and electrical drawings are supplementary to the archi-
tectural drawings. Tt shall be the responsibility of the general
contractor to check with the architectural drawings before the in-
stallation of mechanical and electrical work, any discrepancy betv/een
the architectural and the consulting engineer'(s) drawings, shall be
brought to the architect!s attention for clarification. Any work,
installed in conflict with the architectural drawings shall be corrected
by the heneral contractor at his own expense and at no expense to the
owner or architect.
39,) Abbreviations throughout the plans are those in common use. Architect
will define intent of any in question.
40.) provide 15# felt over wood studs behind tub & showers.
1.)
3.)
4.)
5.)
6.)
7.)
8.)
9.)
10.)
11.)
12.)
Provide a weep screed at the foundation plate line on all stuccoed
'exterior stud walls. Provide flexible screeds at round columns.
Install 1/16" galvanized metal between posts and concrete.
All anchor bolts to be £" j> x 10" @ 32" D.L. embedded 7" / 15"
in masonry unless noted otherwise.
All drywall lath plaster to comply with chapter 47 UBC.
Exterior stucco where occurs shall be woven or welded wire lath
with 7/8" Portland cement plaster w/No.11 gauge x !-•£" long x 7/16"
tf head nails or #16 gauge x 7/8" long legs staples & 6" o/o.
Roof coverings shall comply with UBC sec. 1704.
Contractor is responsible for uniform colors, textures and finishes
of all surfaces, irrespective of the materials or number "of coats" ~
specified. Use only first line, top quality material throughout
project.
Paint finish:
A) Unprimed galvanized metal: paint; clean, etch and wash; one
coat zincoxide primer; two coats exterior oil paint. Color to
be selected.
B) Unprimed non-galanized ferrous metal: paint; one coat red load
or zinc-dust zinc-oxide primer; two coats exterior oil paint*
Color to be selected.
C) Wood to be stained; two coats semi-transparent stain. First
coat shall be thinned 50% with clear blending formula. Color
to be selected.
Building numbers shall be easily seen from street, (sec. 10,208 HFC)
All surfaces to be painted unless otherwise noted.
Undercut interior doors per mech design 3/4" as required for return
air flow.
All exits to be openable from the inside without the use of key or
any special knowledge.
UBC 3303L/UCC I2l04b.
FRAMING NOTES
U) Maximum unbraced height for 2x4 studs is 141 and 20» for 2 x 6 stud
Section 2518.
2.) All 2x4 studs over 14' -0" shall be doubled & nailed at 12" O.C.
3.) All studs to be 2 x if No. 2 unless otherwise noted.
if.) Balloon frame walls of rooms with sloping ceilings. Ridges should be
at least one size larger than rafters, (sec* 251Q H
5.) All wood resting on concrete must be foundation grade or approved
pressure treated.
6.) All joists, rafters, beams and posts 2" to 4" thick to be No. 2 D.F.
or better. All posts and beams 5" and thicker to be No, 1.
7.) Provide solid blocking on all bearing walls for rafters and joists,
and under partitions.
8.) All exterior nailing of wood trim to be done with non-corrosive nails.
9.) All exterior walls to be 2 x 4 studs @ 16" O.C, , Other walls to be
2 x if or 2 x 6 studs @ 16" O.C. as indicated on drawings, unless noted
or required otherwise,
10.) 1 x T& G decking: select resawn spruce*. ' '
11.) Structural plywood shall be glued in accordance with U.S. products
standard PS-1-74-
12.) Sill plates shall be bolted to concrete with 5/8"x id1 anchor bolts
imbeded 7" mm. & 2(-8" O.C. max.
1^.) 2 x 3 or steel cross bridging shall be placed between joists or rafters
where spans exceed S'-O". The distance between lines or bridging &
walls shall not exceed 8"-0". Cross bridging may be omitted for roof
& ceiling joists 8" & under in depth.
14O Bolts in wood shall be not less than 7 diameters from the end and 4
diameters from the edge.
1^.) Top plates of all wood stud walls to be two pieces same size as studs
except as shown otherwise. Lap 4'-0" rain, -with not less than 6-1& D
nails at each lap nor more than 12" between nails. Provide 1/8" thick
x 1-J" wide metal strap ties where plates are interrupted or broken.
l6. ) Provide herringbone or staggered bridging between studs at not more
than 8'-0" vertical interval.
1?») Provide 1 x if diagonal bracing let into face of stud walls unless
diagonal sheathing or plywood is used; one bracing line for each
25'-0" of wall.
1$.) Framing connectors shall be Simpson strong-tie or equal as noted on
drawings. All connectors shall be iCBO approved and installed accord-
ingly.
19O Ceiling joists: 2x4^ 16" O.C. Maximum span 41f-6"; 2 x 6 @ 16"
O.C. maximum span 18!-0".
20.) Provide rafter ties at 48" maximum O.C. where ceiling joints are
perpendicular to rafters,
21.) Reinforced concrete. concrete shall have a minimum ultimate compres-
sive strecth in 28 days of 2000 PSI.UNO
22.) No pipes or ducts shall be placed in concrete elabs unless specifically
detailed.
23.) Unless shown otherwise in details furnished 2 spacer ties at approx-
imately 2'-6" O.C. in all footings to keep reinforcing in place.
24*) All masonry walls & columns shall be doweled to their supports with
bars of the same size & spacing.
25O Typical splice in continuous reinforcing: lap bars 30 diameters or
1!-6" minimum.
26.) Minimum cover for footings: 3 inches.
27.) Reinforcing steel shall conform to ASTM A 615, Grade 60,
28.) Welded 'wire mesh shall conform to ASTM-A185.
29.) Clear spacing between reinforcement shall not be less than 1 bar diameter,
1 inch or 1 1/3 times the maximum aggregate size.
30,) Anchor bolts, holdown anchors, dowels and inserts must be anchored in
place prior to concrete placement.
31.) Paraps and walks to be provided with uniform non-slip broom finish.
Scoring to match existing walks, run joints straight and of uniform
size and appearance.
32.) Concrete block masonry: Concrete block units are to be grade N-D units
in accordance with ASTM specification C90-75.
33O Vertical bars in walls are to be placed in center of wall unless noted
otherwise.
34.) All vertical cells are to be grouted solid in lifts not exceeding
9i-O" in height.
35*) Vertical bars in masonry are to be tied or otherwise placed in position
at intervals of not less than if'-O" and at top and bottom.
3&») Typical splice in continuous reinforcing: Lap bar 40 diameters or 1!-
6" minimum.
37») Provide inspection and cleanout holes at base of vertical cell grout
lifts which are more than V-0" in height.
38.) When grouting is stopped for one hour or longer horizontal construction
joints shall be formed by stopping the pour of grout i—J-» below t,he top
of the uppermost unit.
39.) Mortar and grout shall attain a comperssive strength of 1800 P.S.L. at
28 days. Mortar shall be type s in accordance with ASTM C270,
proportions by volume- 1 part portland cement; £ parts dry hydrated
lime; 2--J- parts pea gravel grout mix: 1 part portland cement; 2 to 3
parts sand; 2 parts pea gravel.
t v
ELECTRICAL NOTES
1.) Elect service to be 150 amps to each dwelling.
2.) Electrical system shall he grounded by a "vffer ground"
(City of Carlsbad - section 18.12.2^0)
3») At least one receptacle shall be installed outdoors and in
garages.
If*) Minimum dwelling lighting and ground fault protection shall
be provided per attachment. (EC 210)
5*) Kitchen electrical receptacles shall be installed per
attachment.(EC 202)
6.) Dwelling recepticles spacing shall comply with minimum
requirements. (EC 203)
?•) GFCI protection required for all outlets in bathrooms,
garages, laundry rooms and outdoors.
MECHANICAL /PLUMBING NOTES - - ..:
i '"
K) All pilots, burners, heating elements and switches to be 18" above
garage slab.
2.) Tpnk type water closets shall be state approved low flush type:
21 G.P.M.
3») Backdraft damper to be on all exhaust fans including dryer vents.
/f,) Exhaust fan to provide 5 air changes per hour in baths and laundry
rooms where exterior windows are not provided.
5«) Hose bibbs must be protected by backflow prevention device, (or
vacuum breaker)
6.) Dryer vent shall be min. V i or equivalent. Contractor shall make
connection to dryer provide louvered vent cover @ exterior.
7.) Thermostats shall be located at 5' 6" above floor.
8.) Gas piping & final connections shall be provided.
9«) Provide flexible connections at the inlet & outlet of all fans.
:~J". ENERGY NOTES
1.) Building design meets the requirements of title 24 Part 2 chapter
2-53 of the C.A.C.
2.) Insulation installer shall post in aconsnicuous location in the
building a certificate signed by the installer & builder stating
that the installation conforms with the requirements of title 24)
chapter 2-53 and that the materials installed conform with the
requirements of title 20, chapter 2, eubchapter 4> article 3«
3.) All insulation materials shall be certified by the manufacturer as
complying with the calif, quality standards for insulating material,
4») All exterior walls shall be insulated. Provide minimum thermal
resistance of £-11.
5») All ceiling shall be insulated unless below heated areas. Provide
minimum thermal resistance of R-30« Roof insulation shall be
secured to underside of roof diaphram.
6.) Doors & windows between conditioned and outside or unconditioned
spaces such as garages and compartments for central air gas furnaces
shall be fully weatherstripped.
7.) All exterior manufactured windows & sliding doors shall be fully
weatherstripped and must be certified to meet air infiltration
standards per ANSI standards. Provide screens <s operable openings.
Conditioned air ducts and re-circulating hot water pipes in un-
heated areas shall be insulated.
8.) All exterior openings to have approved flashing per UBC sec 1707(6).
Glass must comply with tables 54-A, 54-B, 54-C & 54-D UBC.
9.) All fan systems exhausting air from the building shall be provided
with back draft dampers.
10.) Caulk around all plumbing and electrical penetrations into the
building envelope.
11*) Caulk & seal around all window & door frames and between exterior
wall panels.
12.) Insulate recirculatinc hot mater piping in unheated spaces.
Mechanical duct work to be insulated per table 10-D, UMC.
13») Energy conservation: lavatory, showers and sink faucets used for
other than safety reasons shall be equipped with flow control devices
to limit total flow to a maximum of three gallons per minute. In
addition, no lavatory or sink faucet used for other than safety
reasons shall be installed unless samples have been certified by the
energy commission.
14.) Water heater(s) shall be listed on cal. energy commission directory
of approved heaters.
T5.) Provide minimum R-3 insulation for water heater outlet pipe for
first five feet in unconditioned space.
058:08 R2 3/28/84 YH/a>
Attachment C
Form 2
(Revised 3/84)
Climate Zones 1, 3, 5,f7) »nd 16
COMPLIANCE CHECKLIST
For Low-Rise Residential Buildings
(except hotels and motels)
Step 1: Enter on the form the values for each measure from your building plan
and specifications sheet.
Step 2: Enter points on this page while working through the point system
Building Jhe 1J_ Measure
ft., Depth
•Total Floor Area
1. Slao-on-Ground, Periaiete"
2. Raised Moor s-tfaiue
3. Ce'ling Insulation or Construction Assembly .
Attic, Percent of Roof Over Conditioner Space
4. Jail Insulation or Construction Assembly. . .
in.
Glazing, Total " Floor Area Triole
5.
6.
7.
8.
9
10.
11
1?
13.
14.
North-Facing. . . Q \ Q ftj
East-Facing . , oTj. S 'fe^T^ft^
South-Facing. . . j, . ft i r^_ft,
west-Facing . . . A.5 " HS ft.
Skylight Q^L^' ^-s^Ift
Shading Coefficient
(excluding overhang)
b. South
d. Sky! ight
Horizontal Sout^i Overhang Length. . , .
Infiltration (indicate Standard, Medium
Thermal Mass
Exterior Wall Thermal Mass
Interior Thermal Mass
ft* ftjft; ft*
ftj ft:
ft* ft*
^ ft£.
,6f $c
•*•• ^3:'5' •
"~2TS""SC
s* ft" *
or~7Tqn"t ) ^^•^f^'^.O'
. . . . ft2. MC. R-
J2.s
o
"" S1
_o
-HO
IS. Gas Furnace (Seasonal Efficiency) ............... "7S Sc
•Heat Pumo (Energy Efficiency Ratio)
•Refrigeration Cooling (Seasonal Energy
Efficiency Ratio) ...................... ^/2.ScER
le. Active Solar- (Net Solar Fraction, 1) ............. _______ _ss$F
17. Zonally Controlled Electric " "JTr~r
Resistance Space bating ............. (Yes/lte) _
£>
'
Ocuaestic Heating*
18. Solar With Gas 3ackup (Net Solar Fraction, 5)
19. Other ^ater Heating (Describe type) _
JHSf
System Camo11ance Tota1
*Che«TisTt'Tt*~ms7 not 4 point system measure,
••Attach documentation for efficiencies ana HSF.
COMPLIANCE CHECKLIST
For law.Rlse Residential Buildings
{eicept hotels and motels)
UMVT A
Step 1: Enter on the form the values for each measure from your building plan
and specifications sheet.
Step 2: Enter points on this page while working through the point system
Butldlnq Shell Measure Points
ft.. Depth
"Total Floor Area
ilao-on-Ground, Perlaiete* __
Safsea ^loor 3-value
Ci'ling Insulation or Construction Jssemft!/ .
Attic, P-rcent of Roof Over CondHlonea Space
Jail Insolation or Construction Assembly. . .
Glazing; Total 5 Floor Area
North-Facing. . . 7..O -
East-Facing . . . ^o 5
Soutn-racJng. , . Q •
'Jest-Facmg . . . 6,7""S
Skylight. . . .
Double
ft
'ft?
>3fti•ft*
"f>t?
"ft?"ft?Vtz
10 Shading Coefficient
(excluding overhang)
a. East
b. South
c. West
d. Skylight
Horizontal Sout1! Overhang Length,
Movable Insulation, 5 Floor Area.
13. Infiltration (indicate Standard, Medium or Tignc)
14. Thermal Mass
Exterior Wall Thermal Mass
Area, Heat Capacity, R-Value
Interior Thermal Mass
U.
12.
-jCL.o
ft HC, R-
hci i ui i -it i ma i * iaaa . A _
Area, Heat Capacity, R-Value 4 j2. fV. ^."7_HC. R-
HVAC System"*
15. Gas rurnace (Seasonal Efficiency) '. . *
*Heat Pumo i,£nergy Efficiency Ratio)
•Refrigeration Cooling (Seasonal Energy
Efficiency Ratio) ,
U. Active Solar (Xet Solar Fraction, 1) .
17. Zonally Controlled Electric
Resistance Space Heating (Yes/Ho)
Domestic ^ater Heating**
5NSF
18. Solar With Gas 3ackup (Net Solar Fraction, 5)
19, Other water Heating (Describe type/
IHSF
go1nt^System Compliance Total
"Meomst items. n0r a point system measure.
'•Attacn documentation for efficiencies and NSF.
n
26.30 CHA
Table 33 Solar Optical Properties and Shading Coefficients
of Transparent Plastic Sheeting"- *>
Transmittance
Type of Plastic
Acrylic
Clear
Gray Tint
*
•
*
•
Bronze Tint
•
*
«
*
Reflective"
Polycarbonate
Clear (l/8-m)
Gray(l/8-m )
Bronze (l/8-m )
Visible
0.92
016
033
045
059
076
010
027
049
0.61
0.75
0.14
0.88
0.50
050
Solar
085
027
0.41
055
0.62
074
0.20
035
056
062
075
012
082
057
0.57
SC
098
052
063
0.74
080
089
046
058
075
080
0.90
021
0.98
074
074
•Aluminum mm II lied polymer film on plastic
possible damage due to abrasion. Recently developed
materials have greatly reduced these problems, and plastics
are now used in many specialty glazing applications.
SUN CONTROL EFFECTIVENESS AND OTHER
CHARACTERISTICS OF SHADING DEVICES
Draperies, Venetian Blinds, and Roller Shades
Most fenestration has some type of internal shading to pro-
vide privacy and aesthetic effects, as well as to give varying
degrees of sun control." The SC's applicable to some of the
more widely used types of internal shading are given in Tables
34 to 36 and Fig. 17 The effectiveness of any internal shading
device depends on its ability to reflect incoming solar radia-
ER 26 1977 Fundamentals Handbook
tibn back through the fenestration before it can be absorbed
and converted into heat within the building Approximate
values of solar optical properties of typical indoor shading
devices are listed in Table 37
Table 34 gives SC's for Venetian blinds and roller shades
used with single glazing of four different transmittance
ranges These values apply both to sunlit fenestration and
fenestration on the shaded side of the building The tabulated
values apply speciffcatty to horizontal Venetian blinds, but are
quite accurate for vertical blinds when adjusted" so no direct
solar radiation can enter through them. Table 35 gives SC's
for Venetian blinds and roller shades used with insulating
glass. The first line applies for windows in which both lights
are high transmittaoce glass, the second line, for when the
outer light is heat-absorbing and the inner light is clear glass
Remember that blinds, roller shades, and drapes generally are
not tightly closed OB the shaded exposures of a building
The wide variety of available glasses makes it imperative
that the manufacturer be consulted for more precise data on a
given product. ThcSC with no interior shading is included for
each classification o/ single and insulating glasses to give the
designer a reference point in understanding the effect of the
interior shading device on the SC This facilitates estimation
of the benefit to be derived from use of a common type of in-
terior shading with a specific glazing Note that such an added
benefit decreases considerably as performance of the glazing
itself increases. Similarly, the flexibility of the fenestration
system decreases as performance of the glazing increases, due
to the extremely lowiransmittances encountered and inability
of the occupant of the space to change this1 factor, as he can
do with the use of indoor shading devices in combination with
higher transmittaacegtanng
Fig. 16 presents tfce relationship of SC to solar radiation
transmittance for solar reflective single glasses, and can be
used to estimate theSCof such a glazing when the solar trans-
mittance and reflectance are known,
For a single-glazed fenestration shaded on the indoor side
by a fabric drape, the SC can be found in Fig. 17 While flat-
Table 34 Shading Coefficients for Single Glass with Indoor Shading by Ycortian Blinds or Roller Shades
Nominal
Thickness'
Solar
Trans>
Type of Shading
Venetian Blinds Roller Shade
rirmnii?
Medium Light Dark White
Clear
Clear
Clear Pattern
Heat-Absorbing Pattern
Timed
Heat-Absorbing11
Heat-Absorbing Pattern
Tinted
Heat-Absorbing
or pattern
Heat-Absorbing11
Heat-Absorbing
or Pattern
Reflective Coated
Glass
S.C e- 0 30
040
050
060
3/32 to 1/4
1/4 to 1/2
1/8 to 1/2
1/8
3/16,7/32
3/16, 1/4
3/16, 1/4
1/8,7/32
3/8
08710080
080to071
087 toO 79
074,071
046
0 59, 0 45
044 toO 30
034
029 toO 15
024
&
0.57
054
042
0.25
033
042
050
0 55 0.59 0 25
0 5J 0 45 0 30
0 52 0 40 0 28
0 m 0 36 0 28
023
03
OK
044
Translucent
L.ght
039
036
032
031
. RcTcr 10 manufacturer'i literature for valuri
For vertical blindj wuh opaque while and twite louver) in ihc nihtty iloied petition, SC ii 0 21 ind 019 when ui«4 witkalaHof*.?! to 0 10 trammitiance
.SC for (tail wuh no itiidtni dcvtce
lUrmioarcy.bronic, ind green limed heal absorbingflat*
TWi
.'4-
14. THERMAL HASS
This section of the point system
applies to both exterior and
interior thermal mass building
elements because equivalent ther-
mal mass factors have been
determined which are relative to
their performance. Lines a, b, c,
and d at the end of this section
are used to calculate the thermal
mass capacity of different mass
types.
Determine the heat capacity (HC)
and R-value of the mass element
from Table 3-14* or 3-14b, or if
the tables do not apply to the
proposed mass type, calculate HC
and R using the equation below,
Enter the two values in the appro-
priate place on line 14 of the
Compliance Checklist.
Table 3-14a. Masonry or Concrete
Wall HC, Btu/*F~ft21 1
! Wall Weight, Ib/fC* j
! I
1 1
1 10-13 !
! 14-18 !
1 19-23 1
I 24-28 i
1 29-32 I
1 33-37 1
! 38-47 |
1 48-66 I
t 67-94 I
i 95 up i
f 1
T
HC |
1
i
2 i
3 !
4 i
5 1
6 f
7 I
8 !
10 |
14 1
20 |
1
Table 3-14b.Solid Wood Wall HC and
R-Value
HC and R Total- Calculation:
HC
0.4 a.SX
R cocal
Where:
C - specific heat in Btu/lb~*F
D «• density in lb/ft3
t * thickness Ja ft
r • resistance per foot in
hr-ft2-*F/Btu-ft
Average
Thick- 1
ness,
inches
3
4
5
6
7
8-9
10 - 11
12 up
Wood
21 - 26
Cedar
Hem-Fir
HC/R
2/4.3
3/5.7
3/7.1
4/3.6
5/10.0
6/11.4
7/14.3
8/17.1
Density,
27 - 31
Pine
Hemlk.
HC"/R
3/3.6
4/4.8
4/6.0
5/7.2
6/8.4
7/9.6
9/11.9
11/14.3
i
1
[32-37 |
1 Dg. Fir i
1 So. Pine \f
I HC/R I
i 1
I 3/3.1 I
! 4/4.2 1
i 5/5.2 i
! 6/6.3 !
! 7/7.3 I
1 8/3.3 i
I 11/10.4 i
I 13/12.5 '(
1 1
77
C-36 ECM-7
14. THERMAL MASS
This section of the point system
applies to both exterior and
interior thermal mags building
elements because equivalent ther-
mal mass factors have been
determined which are relative to
their performance. Lines at b, c,
and d at the end of this section
are used to calculate the thermal
mass capacity of different mass
types.
Determine the heat capacity (HC)
and R-value of the mass element
from Table 3-14a or 3-14b, or if
the tables do not apply to the
proposed mass type, calculate HC
and R using the equation below.
Enter the two values in the appro-
priate place on line 14 a£ the
Compliance Checklist.
Table 3-14a.Masonry or Concrete
Wall HC, Btu/'F-fc2
Wall Weight,HC
i
t 10 -
i 14 -
i 19 -
! 24 -
1 29 -
1 33 -
I 38 -
! 48 -
1 67 -
! 95
1
13
18
23
28
32
37
47
66
94
up
1 1i 2 r
1 3 i
i 4 I
1 - - y I"
i 6 i! 7 I
t 8 iI 10 !
t 14 i
1 20 |
t 1
Table 3-14b.Solid Wood Wall HC and
R-Value" '
Average
Thick-
ness,
inches
3
4
5
6
7
8-9
10 - 11
12 up
Wood
21 - 26
Cedar
Hem-Fir
HC/R
2/4.3
3/5,7
3/7.1
4/3.6
5/10.0
6/11.4
7/14.3
1 3/17.1
I
Density,
27 - 31
Pine
Remlk.
HC/R
3/3,6
4/4.8
4/6.0
5/7.2
6/8.4
7/9.6
9/11.9
11/14.3
lb/ft3 1
1
i 32 - 37 i
t Dg. Fir t
1 So. Pine \£
\ HC/R !
t !
t 3/3.1 !
i 4/4.2 !
1 5/5.2 !
J 6/6.3 !
! 7/7.3 !
I 8/8.3 . 1
1 11/10.4 |
! 13/12.5 1
1 1
HC and R Total Calculation:
* 4.CL, « &!". -HC
1-0 tsi 6,7,
R total
Where:
C • specific heat in Btu/lb-aF
0 * density in lb/ft3
t - thickness in ft
r * resistance per foot in
hr-ft2-°F/8tu-ft
77
;-36 Eca-7
Determine Che exposed surface area
of the mass and enter it on line a
and on line 14 of the checklist
adjacent to its corresponding HC
and R values. Multiply the factor
times the area and enter the
result on line a. Do the same for
other mass types on lines b
through d. Add lines a through d
together and encer the sum in the
appropriate place on line e.
Enter the floor area from "Total
Floor Area" of the Compliance
Checklist in the appropriate place
oa line e. Perform the required
calculation and enter the result
as "Total Thermal Mass Capacity."
Using this total, find the corres-
ponding point value in Table 3-l4e
and enter it in the "Points"
column on line 14 of the
checklist.
Section 4 WALL must also be used
in conjunction with exterior mass
walls. There is no minimum R-
value requirement for mass walls.
Exposed Mass Factor 1
Area of Type 1
Exposed Mass Factor 1
Area of Type 2
_ X _
Exposed Mass Factor 3
Area of Type 3
Exposed Mass Factor 4
Area of Type 4
(a+b+c+d)Floor
Area
Total
Mass
Capacity
Table 3-14e. Thermal Mass Points
Total Mass Capacity
in Btu/9F per sq ft
of floor area
0 -
0.2 -
0.5 -
0.9 -
1.2 -
1.6 -
2.0 -
2.4 -
2.8 -
3.3 -
3.7 -
4.2 -
4.7 -
5.2 -
5,8 -
6.4 -
7.0 -
7.7 -
8.6 -
9,4 -
10.3 -
11-3 -
12.4 -
13.6 -
14.9 -
15.3 -
17.7 -
19.1 -
20.5 -
21.9 -
0.1
0.4
0.8
1.1
1.5
1.9
2.3
2.7
3.2
3.6
4.1
4.6
5.1
5.7
6'. 3
6.9
7.6
8.5
9,3
10,2
11.2
12.3
13.5
14,8
15.2
17,6
19.0'
20,4
21,8
23.3
23.4 up
Points
0
+2
-hi
+6
+8
+10
+12
+14
+16
+18
+20
+22
+24
+26
+28
+30
+32
+34
+36
+38
+40
+42
+44
+46
+48
+50
+52
+54
+56
+58
+60
80
C-36 ECM-7
factor from Che appropriate Table
3-14c or 3-14d and enter It on
line a following, and line 14 of
Che checklist.
Table 3-14c. Mass Capacity Factors for Interior Mass
Heat Capacity,
Bcu/fc*-*F
1.5 - 1.7
1.8 - 2.2
2.3 - 2.7
2.8 - 3.2
3.3 - 3.7
3.8 - 4.2
4.3 - 4.7
4.8 - 5.5
\
R-Value of Interior Mass Not Including Air Films !
0.3
Down
3.1
3.6
4.1
4.7
5.3 '
5.7
6.2(STT)
5.6 - 7.0 1/7.2
7,1 - 9.0 / 8.0
9.1 - 12.0 /
12.1 - 17.0 /
17.1 - 22.5
22.6 - 27.5
27.6 - 35.0
35.1 up > \
8.6
9.1
9.4
9.7
9.9
10.1
1 1
0.4- | 1.8-
1.7 | 1.2
1
1
3.1 1 3.1
3.6 1 3.6
4.1 I 4.0
4.7 I 4.5
5.2 1 4.8
1*1 \ 5.2
GvD I 5*5
67f\| 5.7
6.8 \ 6.1
7.1 i\6.6
7,5 l\6.87.8 i y.i
8,4 | 7.6
8,7 | 7i.9
9.0 ) a. 2
9*2 1 8.6
1 .
1
1.3- | 1.8-
1.7 | 2.5
1
3.0
3.4
3.9
4.3
2.9
3.3
3.7
4.0
4.5 i 4.3
4.8 4.5
5.1 I 4.7
5.3
5.5
5.9
6.2
6.4
7.1
7.5
7.8
8.2
4.3
5.2
5.5
5.7
6.1
6.8
7.1
7.5
7.9
2.6-
4.0
~i
2.6
3.2
3.3
3.7
3.8
4.0
4.1
4.3
4.5
4.8
5.2
5.6
6.3
6.7
7.1
7.7
4.1-
7.5
2,5
2.9
3.1
3.3
3.4
3.6
3.7
3.9
4.0
4.4
4.7
5.2
5.9
6.4
6.8
7.5
I
7.6 (
up i
1
" i
2.1 1
2.3 i
2.4 |
2.5 |
2.6 i
2.8 !
2.9 i
2.9 |
3.1 1
3.4 |
3.8 |
4.4 |
5.2 1
5.7 |
6.3 1
7.1 1
1\
78
C-36 ECM-7
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