HomeMy WebLinkAbout2845 CAZADERO DR; ; 85-465; PermitDECLARATIONS
LENDER WORKER'S COMPENSATION OWNER/BUILDER CONTRACTOR
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City of Carlsbad
1200 ELM, CARLSBAD, CA 92008 • TEL (619) 438-5525
MISCELLANEOUS
RECEIPT
A°ad ess 2 8 Vr" /• 2- ^ y 7 ^-OAv^Jtfix^
Owne-s* i/& r L I/MO $ \//$rU
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Address$ 777 j" X?, /»/>u74: /f^^
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COMPLETE FOR PLAN CHECK ONL)T
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LEGAL DESCRIPTION U fa t f ^2- Ad ftfl
ft- £?4<T LOTJ//.
ASSESSORS PARCEL NO "Z. / b"" " ? V ^7 " / J^
DESCRIPTION OF WORK (^0^57/^1^^710 A^
OP 0 \/fLK* APT5 .
PLAN ID NO 9l5~"y ^S
DESIGNER ADDRESS '727 U AS / V £ /? $ / 7 Y
/i^^ svtjG ^ $, ft, CA <?^/oJ
PHONE ^.93" - ty^Tf
CONTACT PERSON AV /d 6"/^ / TAl/t}
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MISCELLANEOUS FEE RECEIPT l/^OLUn
, tM ( M«JU(J //U | /
H PLAN CHECK FEE 0,00008806
D VALUATION 5 > ri , C)^ /
[~1 DEMOLITION
D HOUSE MOVING
l~~l PARKS AND RFHRFATIDN FFF
PI PURI IP, FAHII ITIFS FFF
PI Carlsharl
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TOTAL FEE
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•WARNING PLAN CHECK FEES WHERE NO ACTION is TAKEN BY THE
APPLICANT IN 180 DAYS AND NO BUILDING PERMIT IS ISSUED ARE
FORFEITED TO THE CITY
COMMENTS
J
White — Applicant Yellow — File Pink — (1) Finance (2) Data Process Gold — Assessor
V
PLAN CHECK NUMBER
PROJECT NAME N/A
FINAL BUILDING INSPECTION
85-465 DATE 2-28-86
ADDRESS 2845/2847 Cazadero
PROJECT NO N/A
TYPE OF UNIT
CONTACT PERSON
UNIT NUMBER N/A
Duplex NUMBER OF UNITS
PHASE NO N/A
CONTACT TELEPHONE
Rev 1/86 WHITE Suspense/GREEN Engineering JCANARY Utilities PINK Planning GOLD Fire
FINAL BUILDING INSPECTION
PLAN CHECK NUMBER
PROJECT NAME
85-465
ADDRESS 2845/2647 Cazadero
PROJECT NO
TYPE OF UNIT
M/A UNIT NUMBER N/A
Duplex
DATE 2-28-86
CONTACT PERSON
CONTACT TELEPHONE
NUMBER OF UNITS
PHASE NO N/A
Phillip Gaitaud
729-7752
INSPECTED
BY
INSPECTED
BY
INSPECTED
BY
DATE s
INSPECTED _2J
DATE
INSPECTED
DATE
INSPECTED
APPROVED
APPROVED
APPROVED
DISAPPROVED
DISAPPROVED
DISAPPROVED
COMMENTS
Rev 1/B6 WHITE Suspense GREEN Engineering^ CANARY Utilities I PINK Planning GOLD Fire
ESGIL CORPORATION
932O CHESAPEAKE DR , SUITE 2O8
SAN DIEGO, CA 92123
(619) 5GO-I468
DATE
JURISDICTION: 6 /^tZL<,&#£2 [] PLAN CHECKER
QFILE COPY
PLAN CHECK NO: (5*5"" <¥6>5~--Z£ D UPS
DESIGNER
PROJECT ADDRESS: ~ ~ ' "~
PROJECT NAME: .C/AJD l/JS~7~
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-
I I cies identified ~ are resolved and
checked by building department staff.
The plans transmitted herewith have significant deficiencies
Ij 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.
I—. The applicant"s copy of the check list is enclosed for the
I I 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 bee.n completed.
Esgil staff did advise applicant that the plan check has
been completed. Person contacted:
Date contacted: ?//ff S"~ Telephone # /u /P(~r2<>o V
REMARKS;
RESIDENTIAL VALUATION CHART EFFECTIVE 7/1/85
SFD & DUPLEXES
APT. HOUSES &
GARAGE /<2
CARPORT A*
COVERED PORCH
COVERED PATIO
BALCONIES/STAI
_5 (J^> 0
ATTACHED MULTI-FAMILY UNITS
v/
'/A
/t///h
/t/S*
RS/DECKS 2 /£?
RETAINING WALLS "? 2- %
POOLS A/t
SPAS (GUNITE)^
x :
X
X
X
X
X
X
X
X
\ 58.00 $ Ji>-> , 5 /
46.00
14.00 * /4/)5"74
10.00
5.50
5.50
9.00 / 5?f6
n .00 y, o^
' I
23.00
Ay^4 VALUATION 4,500.00
* SPAS (PLASTIC/FACTORY MADE) M//j VALUATION 2,050.00
AIR CONDITIONING A//A X 2.40
MOBIL OR MODULAR HOME ON SINGLE-FAMILY LOT
(1/2 OF BUILDING PERMIT FEE)
TOTAL VALUATION $ 3*5"<f
PLAN CHECK FEE $
* POLICY:
IT IS OUR POLICY TO CHARGE A BLANKET PERMIT FEE OF $75.00 FOR A
FACTORY-MADE PLASTIC SPA. THIS FEE"COVERS ALL WORK INCLUDING
PLUMBING AND ELECTRIC.
THIS PERMIT FEE APPLIES TO AN IN-THE-GROUND, PERMANENTLY INSTALLED,
FACTORY-MADE PLASTIC SPA NOT TO EXCEED 400 GALLONS IN CAPACITY.
THE PLUG-IN TYPE SPA IS AN APPLIANCE AND DOES NOT REQUIRE A PERMIT
ESGIL CORPORATION
932O CHESAPEAKE DR., SUITE 2O8
SAN DIEGO, CA 92123
(619) 56O-1468
DATE:
JURISDICTION:
PLAN CHECK NO:'$ *T'
PROJECT ADDRESS:
PROJECT NAME:
Q]APPLICANT
^JURISDICTION
QPLAN CHECKER
QFILE COPY
QUPS
DESIGNER
O /V '^7"
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
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:
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:
Telephone #
BY
ESG^L CORPORATION
ENCL
APPLICANT COPY
CITY COPY
PLAN CHECKER COPY
Citp of
JURISDICTION:DATE
PROJECT ADDRESS i.
TOt
PLAM COPJECTIOH SHEET
SIHCIJ FJWILY AMD DJIPLgX
Plan Check Ho.
Date plans received by ^risdiecton &£&> ~$1^'f
/t
Hate plana received by plan checkar_IL
Date initial plan ch*ck eompleted^Zv^-^ ay
PLEASE BEAD TeL (619)
Plan check is limited to technical requirement*
contained in Ute Uniform Building Coda, Uniform
Plumbing Coda, Unifora Mechanical Coda, National
Electrical Cod* and state laws replacing 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 th*
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 b* inconformance with the cited codes and regulation*.
Per Sec. 303 (cl, 1979 Uniform Building Code,
tha approval of the plans does not p*rnit th*
violation of any state, county or city law.
p\**se nake all corrections on th* original
tracings and jubait two new aets of prints,
and any original plan sets that nay hav*
been returned to you by the jurisdiction.
/
/
TO facilitate rechecking, please identify.
n«xt to each circled Item, th* sheet of
the plan* upon which each correction on
this sheet nas been nade and return this
check sheet with the revised plans.
Indicate on plans th* na»e of tn* legal
ovner and na*w of person responsible for
th* preparation gt th* plans. S*c. J02(b)
I,
3ub«it fully dimensioned plot plan drawn
to seal* showing location size, and us*
of all existing and proposed structures
on tti* loe. Identify property lines and
Show lot diawnsions and all *as*SMnts.
Show location of all cut or (ill slopes
«nd approximate finish floor elevation*
(or all structures and show elevation! att
•11 corners. Sac. J02fb)7.
rndicst* distanc* fro* c*nt*r-lin* or str*«t
or all*y to propvrcy lin« and diatanc* Cro«
eurh to prop«rcy lin*. 3«c. J02(b)7
plane, >p«<:ificatlon« and calculation! shall
b* signed by a California State lictnaad
engine*r or architect. [California
Buaineaa *nd Profeeaions Code)
Halls closer tnan 3 f««e to property lines
snail b« on*-hour fira-rated conitructxan,
h*v-s no openings, and shall have 30 inch
parapet! when th« building floor araa exc*«d*
1,000 squara feat on any floor. (Table 5-A
S*c. 1709f«)
Ptoj«<rtionm, Including ««v«s, aay Rot «xt*nd
mar* than 12 inches into the 3 foot setback
front th* property line. Sec. 1710 *nd
Sac. 50*(b)
Projections, including eavas, shall be one'
hour £ire-r«sistiv« construction. heavy
timber or of non-combustible natarial if
they projact into the 3* setback area
tha property line. S*c. 1710
Show location of permanently wirad smoke
detector. Sec. 1210
C. ROOM SIZES, LIGHT, VgNTILATIOHS GLAZING
Ono roon muit contain a •inimua of 130 squar*
feec of superficial floor area. Sec. 1207(b)
Habitable rooms, oth-sr than kitchens, shall
contain at least 70 square C«et of Eloorarea. S«c. 1207fbl
Window area must b« at least 1/10 of th*
floor area and a minimum of 10 square feet
per Sec. 1207(a). Appears to be deficient
Op«n«ble window area must b* 1/20 of th*
floor are* and a mnimun of S square feet.
In bathrooms, laundry rooas and similar
rooms. Minimum is 1.3 sq.ft. (£ec.l203(a)
On*-half of
b* openabl*
all
in
required window »r»i iwat
Provide mechanical ventilation cspabl* ofproviding fi"« air changes per hour in
bathrooMS, water closet cowpartiMnts, laundry
rooms and similar rooms if required windowssr* not provided. Sec. 12051*)
Mo habitable room, other than a kitchen,
shall b* U»» than TO* in my dimension.
Sec. 1207(0
2. Show that celling height for habitablt
rooms is a minimum of Vf. Sec. 1^)7(«)
</
Show ceiling nei<?ht for laundry rooms,
hallways, corr.dtfrs, and bathrooms is a
minimum of 7'0*. Sac. 1207la)
Provide 30" clear width for water closet
compartments and 24" clearance in front
of water closet. Sec. 17lUb)
Mo cooking room shall be used for sleeping
purposes, unless comolying as an efficiency
living jnic. Setf 1203
Specify safety glazing for glazing s,-\ hazardous
locations such as alass doors, glazing
adjacent to such doors and glazing adjacent
to walking surfaces. Sec 5406
Glazing in shower and tub enclosures
(including windows) shall be tempered,
laminated or approved plastic.
Sec 1711 (f)(g)
Sleeping rooms shall have a window or
exterior door for emergency exit. Sill
height shall not exceed 44" above the floor.
The window must have an openable area of
at least 5 7 square feet with the Tiinimum
openable width 20" and the minimum openable
height 24". Sec. 1204
Eaves *nd cornices may not project into
a required yard more than 2 inches for each
foot of yard width if required windows
open into the yard. Sec. 1206(d)
A mezzanine is an intermediate floor and
may not have a floor area exceeding 33 1/3
percent of the total floor area in Che room
below, and the mezzanine floor must have
a clear height of 7 feet, above and below,and
must have 65% of the long side open to the
room below.
The loft you show does not comply as a
mezzanine floor and is, by Building Code
definition, a story
P. EXITS, STAIRWAYS. AND RAILINGS
Floors above the second story shall have
not less than 2 exits. Sec. 3302(a)
Required exit doorways shall be not less
than 36" in width and not less than 6'-8"
11 height, and shall be capable of opening
at least 90 degrees. Sec 3303le)
Provide 36" high nrotective railing for
porches, balconies, and opei sides of landings
Maximum opening becween 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 cne top rail
Table 23-3
Provide stairway and landing details.
Sec. 3305(b) s. (c)
a. Maximum rise 9" and minimum run is 9".
b. Minimum head room is 6'-6".
c. Minimum width LS 30"
MJ-
Handrails shall satisfy the following
Provide handrail for stairways over 30"
hign wnen serving a single dwelling
Title 24, Sac T2S-22(b(
Handrail shall be 30" to 34" above the
nosing of treads Sec. 33QS(})
Handrail projecting from a wall shall
have a space not less than 1 1/2" between
the *all and the handrailThe hand grip portion of handrail shall
be not less than I I/*" nor more Chan
2" in cross-sectional dimension
Sec. 3305(j> [see attached)
Every stairway landing shall have a dimension.
measured in the direction of travel, at
least equal to the stairway width.
Sec. 3305(g)
A door may open over a stairway landing
provided the door, in any position, does
not reduce the clear area of the landing,
in the direction of stairway travel, to
less Chan one-half che required width of
the stairway Sec. 3305(gl
A door may open inward at the top step of
a stairway provided the cop step is not
more Chan 7 1/2" lower than Che floor level.
Sec. 3303(i)2
Provide deCails of winding stairway
a. Minimum tread is 6 inches at any point
and minmum 9 inches at a point 12 »nches
from the side of the stairway.
b Maximum rise is 9 inches
Minimum width 13
(see attached)
30 inches. Sec. 3305(d)
5p. Provide spiral stairway details-
a Minimum run is 7 1/2 inches at a point
from where the tread is the narrowest.
b. Maximum rise is 9 1/2 inches.
c. Minimum headroom is 6 feet 6 inches.
Sec. 3305(f)
(see attached)
Sprial stairways may not 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 Che column and
handrail. Sec 33051f)
Provide I.C.3.0. Reasearch Report and dumber
for metal stairway, or submit plans and
calculations and approved fabricator
registered with the Building Department
or noce that the stairway fabrication shall
be done under special inspection per the
approved fabrication plans Sec. 306(a)4B
and Sec. 306(f)
In buildings over 2 stories in height, provide
3/4 hour fire-raced assemblies for all
openings in the exterior wall below or within
10 feec horizontally of an exterior stair-
way An exit balcony •rfith 2 separated
stairways is et*»mpt. Sec 3305
Exterior stairways shall not project into
the 3 fooc setback from the property lines.
Sec. 330S(n)
The walls and soffits of the enclosad jseabl*
soace under interior stairs snail be protected
on "he enclosed side as required for one-hour
si.c3-cssi.atj.va construction. Sec JlOStmt
Mini-Hum construction specifications shall
be iiade a oart of the aoproved plans
(See attached)
E. ROOFING
JO. Specify roof pitch
X-
/.
Roof pitch is not adequate for roof type
specified. Specify minimum pitch of
Specify roof material and application
Sp«cifv I.e.3.0 aoproval number for roof
naterials rot covered in UBC.
Specify roof slope for drainage or design
to supoort accumulated water Sec. 3207(a)
Show roof drains and overflows Sec 3207(al
Provide skylight details to show compliance
wiCh Sections 3401 and 5207 or provide IC30
approval number.
Provide plastic roof panel details to show
compliance with Section 5206 or provide
IC9O number.
78. Show attic ventilation. Minimum vent area
is 1/150 of attic area or 1/300 of attice
area if at least 501 of the required vent
is at least 3 feet above ceiling joists
SeC. 3205(c)
g. MAgQHRY
/
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. 2S16(a)
regarding ties and *9 wire in horizontal
joints or note construction to be per attached
sheets 30-1 or 30-2.
height and construction details of
all masonry walls. Chapter 24
Note that cleanout openings shall be* provided
at the bottom of all cells to be grout filled
over 4' in a single pour. Cleanout shall
be sealed before grouting, after inspection.
See. 2415
Show floor and roof connections to masonry
walls. Connection shall resist 200 pounds
per lineal foot or the actual design load,
whichever is greater. Sec. 2310
Provide material specifications for mortar,
grout, masonry and reinforcing steel
Sec 2403
Show how masonry house walls retaining earth
are Co be waterproofed. Provide detail.
Note that special inspection of the nasonry
will be required for
C. GARAGE AND CARPORTS
*' j i /"^v~~~(15 / (lOplGarage requires one-nour fire protection
• ' -^^*—^on the garage side of walls and ceilings
common to the dwelling Table 5-3 Sec 303lb)
•All elements supporting floor above garage
to have one-hour fira-resistive protection
on the garage side. Sec. 503 Seams and
posts, not within tha wall or ceiling con-
struction, must comply with UBC, Table 43-A,
or be minimum 6" dimension beam and minimum
8" by 3" post.
lofe
Show I3/8" solid core self-closing door
for ooenings between garage and dwelling
Sec. 503(d)
Garages are not permitted to ooen into
a room used for sleeping purposes. Sec. 1104
Ooenngs between caroort and residence
require self-closing doors and stationary
windows Sec 1214
Show garage framing section, size of header
ovar garage opening, lateral cross bracing
at plate line and method of bracing garage
front. Chaoter 23
MOTE- Minimum plywood diaphragm ratio is
3 1/2 to 1 or 2'8" Table 24-r
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 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 primary means of egress from the building,
additional steos or landing must be provided
in accordance with stairway requirements,
and the door must not swing aver t*ie depressed
level. (see 3303(i)2 and 3305 (g)
Provide 18" raised platforms for any FAU,
water heater, or any other device which
may generate a flame or sparfe.
Note Chat continuous fire *all protection
shall be installed behind raised platform(s)
prior to framing plat£or-n.
H. . FOUNDATION REQUIREMENTS
Note on plans that"A soils engineer shall
eva-luate any unanticipated ancompacted fill
or expansive soil or other soil problems
disclosed during construction" Sec.306(a)l2
Submit soils classification determination
by a licensed engineer or architect based
on observation, tests, borings, or excavations,
and containing comments on the degree of
expansiveness, compressibility and bearing
value Sec. 2905
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 t'le foundation plan that "Prior
to the Contractor requesting a Building
Department foundation inspection, tne
soils engineer shall advise the Building
Official in writing that-
I. tha building pad was prepared in accor-
dance with the soils report
2 the utility trenches have been properly
backfilled and compacted, and
3. tha foundation excavations, forming
and reinforcement comply with the soils
report and approved plan."
Provide spread footings for concentrated
loads designed for 1,000 ?S? soil bearing
or per bearing value as determined by
an engineer or architect. Chapter 29
4
/
/ ^'
i Show height of all foundation .valla Chapter 33
Show he.ght oc retained earth on all foundation
walls Chaoter ;3
I Show distance of foundation to edge of
cut or fill slopes and snow steeorass and
Heights of cuts and fills. Chapter 29
* Vote on olana thaC wood shall be 6" above
finish grade Sec. 24l7(cJ 7
I. vote on plans that surface water will drain
away from building and show drainage oattern
and <ey elevations Sec 2905(f)
.. Dimension foundation per Table 29A.
TABLE NO. 29-A—FOUNDATIONS FOR STUD BEARI
WALLS—MINIMUM REQUIREMENTS
NUMBER
OF
STORIES
1
2
3
THICKNESS OF
FQUMOAT10H WM.L
(Inc&n)
CONCRETE
6
8
10
UNIT
MJUONRT
6
3
10
WIDTH
OF
TOOTIMG
ilncftti)
12
15
IS
THICKNESS
OF
TOOTING(lncH*i)
6
i
&
DEPTH OF
FOUNDATION
BELOW
NATURAL
SURFACEOF GROUND
GRADE
(IncMll
\2
13
24
.NOTES
Where u/iusual condition.* or frost conditionj atr found, footuigi andfoundation! ^hill be M required in Section S07 (al
The gnufld under the floor may be excavated to the ile\ition of thrlop of the fool me
Show foundation sills to be pressure treated,
or equal. Sec. 2S17[c) 3.
Show foundation bolt size and spacing
Sec. 2907(e>
Specify size, ICEO number and manufacturer
of po"er driven pins. Show edge and and
distance and spacing. Sec, 306lf)
Show size, unbedment and location of hold
down anchors on foundation plan Sec. 23l2(f)
Note on plan that hold down anchors must
be tied in place prior to foundation inspection.Sec. 2312m
Show adequate footings under all shear
walls. Sec. 2311(a)
Show stepoed footings Cor slopes steeper
than 1 10 Sec. 29071c)
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 sq. ft. for each 25 lineal feet
of exterior foundation with openings as
close to corners as practicable to provide
cross ventilation on at least two approximate-
ly opposite sides. Sec. 2517
PHAWING
yf.
yi.
Show all joists, rafcers, beams, and posts
2" to 4" thick to b« Mo 2 Grade Douglas
Fir-Larch or better. All posts and beams
5" and thicker shall be No. 1 Grad* Douglas
Fir-Larch or better. (Taola 25-A-l)
Show wall bracing Every exterior wood
stud wall and main cross partition shall
ba braced at «ac*i end and at least every
25 f«et of length with 1x4 diagonal
let-in brace or equivalent. Sac 2513(g)5
Note cross bridging or bloctina Floor
joists and rafters nore than 12" in deptl
and scanning mora tlan 3 feet anall be
supported lateraLlf bv 3r.dgi.ng at intervals
not exceeding 3 ceet Sec 2506igl
Show blocking at ends and at suoports
of floor joists, and for ratters at exterior
walls Sac 25061?)
Show solid blocking at ridge line and
at exterior walls on trussed roofs
Sac. 25G6<g)
Show double joists Floor joists shall
be doubled under bearing partitions running
parallel with eh a joists. Sec. 25l8(d) 5
Show rafter ties. Rafter t_es shall ba
spaced not uore than 4 feet on center
where rafters and ceiling joists are not
parallel. Sac 2S13{h)
Show rafter purlin braces to be not less
than 45 dearees to the horizontal.Sac. 2518(5)
Show 1/2" minmum clearance betveen top
plate or interior partitions and aottom
chord of trusses. (To ensure loading
will be as designed.)
Show double too plate wi.th minimum 48"
lap splice. Sec, 2518lgM
Show nailing will be n comoliance with
Table 25-P.
Provide fire stops between stories, between
top story and roof space, at ceilings
and floor levels in interior and exterior
walls, in mansard roof or evebrow so no
concealed or furred space is greater than
10* horizontally or vertically, between
stair stringers at top and bottom and
b«*twe«n studs along and in line with
stair run adjoining stud walls and partitions,
at perimeter of sliding door pocicets,
between chimney and ^ood frame using metal
or incombustibles for t*ie f*re stop and
at other places that could afford passage
of flame Sec. 25l7{f)
Show stud size and soacing Maximum allow-
able stud heights 2"x4"3 16" is 14',
3"x4"S2"x6"? 16-0, c is 201 Sec. 25l3(g)2
Note an A.I.T.C. Certificate of Compliance
for glued laminated wood members snail
be given to the Building Inspector prior
to erection. Sec. 306(f)
Detail all post to beam and post to footing
connections . Sec. 25 1 7 ( c ) 4
Specify nail size and spacing for all
shear walls, floor and roof diaohragms.
Indicate required blocxino. Maintain
maximum, diapnragm dimension ratios
(Tables I,J,K).
Show 3"x4" or 2"x6" studs in first story
of thres story building. Sec. 2518(f)
Provide truss details and truss calculations.
Provide roof framing plan Sec. 302(a)7
Provide framing sections t
Section 302{a) 7
Specify all header sizes for opening over
4' wide Sec. 25181 g) 7
Provide calculations for ~Jrt-\£- _£LgTft-A ..
Section 302(a) 7 \* ___ >^___
In aroas subject to water solash and in
exterior locations , wood columns and posts
shall ba supported by piers projecting
at least 2" above the finished grade and
shall bear on a metal base plate or treated
wood unless the columns or posts are foun-
dation grad* redwood or cedar. Sac. 2517(c>4
A
Show location
size 22" x 30"
attic access with minimun
Sac 3205
4
L/6
19-D.
Show draft secaration for attic areas
n excess of 3,000 sq ft. Sec 3205
Show draft aaoaration for apace between
droooed ceiling* *&& floor above n excess
oc 1,000 sq ft Sec 2517
Soecify plywood grade and oanal indenti-
fication" index Taole 25-J
whan roof oitch is lass than 3 12, design
ridge as a aeatf Sac 2513 (h)
Wood shear walls shall not bs used to
resist horizontal forces contributed by
•nasonry in buildings over one 3tory in
height. Sec 2516(b)
Gyosum lath and plaster, gypsum sheathing
board and gypsum wallboard shall not be
used in vertical diaphragms to resist
forces imposed by masonr/ or concrete
con a tract ion Table 47-1
If cripple wall studs are less than 14",
framing shall b« solid blocking. Sec.2518(gl6
Crioole wall studs exceeding 4 feet in
height shall be 3 inch oy 4 i-cl or 2
inches by a inches when supporting 2 stories
Sec 2S13(g)6
Show plywood sheathing over exoosed eaves,
or other weather exposed areas, is exterior
grade Sec. 25l7(gt 3
Show a weep scr««d at che foundation plate
line on all exterior scud walls to be
stuccoed. Sec. 4706(e)
Provide an approved wacerproof building
paper under wood siding. Sec 1701 (a)
Specify an approved flashing for exterior
openings and pafapat walla. Sec. 3208
Show corridor wJ-dth to be minimum 36"
Sec. 3304(b)
Specify truss layout for 30" x 30" attic
access.
Ridges, hips, afld valleys shall be at
least one size larger than supported
rafters. Sec. 2513(h) 3
Provide metal scraps across ridge beam
and rafters.
MECHANICAL
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 Cjrnace
will comply witfl Chaper 6, U.M.C.
Every dwelling unit shall be provided with
heating facilities capable of maintain-
ing a room temp«ratjre of 70° F at 3
feet above the tfloor in all habitable
rooms. Show basis for compliance. U3C
Sec. 1211
Show minimum 30* deep unobstructed working
space in front ot furnace.
Note on plans,clearances to be per manufac-
turers listing. Sec. 704 JMC
Furnace shall n<?t b« installed under any
stairway. Sac. 704 UMC
Furnace shall not be installed in any
bedroom, bathroom, closet, or .n confined
apace wit.1 access only through such room,
unless specified as direct vent apoliance,
enclosed furnac* or electric heating appliance,
Sec. 704 UMC
Show IC30 approval for prefab fireplace
3/o
>/
K.
Show access to the attic or under floor
furnace to be minimum 30 inches oy 30
inches Sec. 708 » 709 UMC
Note that passageway to the attic furnace
shail be unobstructed and have continuous
solid flooring -tot Less Chan 24 inches
vide. Sec 708 UMC
Show oemanent electrical outlet and
lighting fixture controlled by a switch
for the attic furnace Sec 708 UMC
Show details to comply with Section TQ9
for furnace ander the floor, Section 70S
Cor attic furnace, or Section 710 for
roof or outside furnace.
Note on plan, gas vents and non-combustible
piping passing through three floors or
leas shall be effectively draft stopoed
at each floor or ceiling. CJBC Sec. 1706la)6
ELECTSICflL_J national El^ectnca_L_Cpde)
All wiring shall comely vith the National Electrical
Code.
Note on the plan the amperage of electrical
service
If tne electrical installation is more
than 200 amperes, show aanel location
and orovide a single line diagram and
load calculations including
a Hiring method employed
b. Sizes of all conductors, switches,
circuit breakers, fuses, and conduits,
c Aporoximate length of service feeders.
d Provide plot plan showing services,
all panel locations, circuit arrange-riant
and load distribution on panel buases.
e. Provide t/pical panel sc"iedule(s)
Dwellings reqjire minimum 100 amp service.
Show location of all electrical receptacles.
Electrical receptacle locations and/or
spacing is not adequate in latUCBLgr C&l 9.1 C&J
UPPgtt. UMil thBgfr-O.Uj A-LL ftT poo'2 3gf". &)
At least one receptacle shall be installed
outdoors, in basements and attached garages,
other than laundry outlets Art 210-25(b)
Show minimum dwelling lighting (NEC
Art. 210-2S(a) and GFI'S in garage, batns
and outdoors NEC Art 210-9(a).
Note "iJFER" ground to be provided (NEC!
Art. 250-31
L^ PLUMBING (UniformPlumbing Code!
All plumbing shall comply with the Unifrom
Plumbing Code.
2^6 Show water heater size, type and
S location on plans.
2^7. Show method of providing combustion air
to fuel burning water heater. Sec. 1307
2*8, Fuel combustion water heater shall not be
' installed in bath or bedroom or in a closet
opening into bath or bedroom. Sec 1309
210. Provide adequate barrier to protect water
/ heater from vehicle damage. Sac 13*10
Show T and P valve on water heater and
snow route of discharge line to exterior
Sec. I007<e)
Provide dryer vent to outside UMC
Sac. 1903
Note on the plan that hose bibbs and lawn
sprinkler systems shall nave approved
backflow orevention devices Sec 1003
Shower stall shall accomodata a 30"circle
and have a minimum floor area of 900 sq in.
UPC 909(d)
VJiEPr of- KIT SiWfc
271.
274.
.BO.
•*orsE :N
5how iatii'.s a* dupl** rammon >p*rt<» -
ind ".oar seilina jss*imaU*s to ic-ii«ve
j Sound -raninusjion ^'.iss -5T-,1) racing
in **IM oc 1il <ieciOl<*s ind art impact
Insulation <-Uss (CtO rating on Clour
of ^<J JeciDA**- TLtL* 23
Show tt» penetration af «ssee>oliss forpiping, electrical de«««. recessed caninets,
Satntuos. socdts. or leecing ventilating.
or exneust duets snail oe sealed. lined.
or insulated to maintain required sound
transfusion racing. Title 23
Provide insulation m wells *«d ceiling
ca aenieve STC at 50 &ecw*en garsqe and
living area if garage «• >•» a« controlled
by resident Title 23
PTOCTf COMSEBVATIOMi Pleeae Bead
Hew State Mandated Regulations
(Calif Admin. Cod*) became «f;«ctiv«
June 16. 1983 and rcquir* that tA«design satisfy on* of tti« «lt»rnativ*
•n*rgy packages Is** »tt«cti*d pac)cag**
A, B." C, 1. 2, 3. 4 and AB U3). Th«
law also roquiras that many mandatory
consucvatton ions b* satisfied.
is in Ion* 1
Copies of th« Residential Energy
Conservation Manual may be. obtained
from i Publications Unit, California
Energy Commission, 1111 Howe A«e, NS-50,
Sacramento, California 95325, (Tel.
(916} 920-6216)1. California Building
Officials also maintain a telephone
•hotline* between 10.00 A.M. and Noon
and 1:00 P.M. to 4:00 P.M. at (916)
456-3823.
Show on the title she«t of the plan*,
the alternative energy package that
was selected i.e. A. B. C, 1, 2, 1,
4, or AB 163 to show co»pii*nc*» and
provide calculations and other data,
appropriate to that selected package.
The responsible designer should sign
a statement, on the olan title sheet,
"The design submitted substantially
conforms to the Energy Regulations
Cor Residential Buildings*
Show the -R* value for the walls and
ceiling and related areas.
Note that the insulation used shall
comply with California Quality Standards.
Note the insulation installer shall
post a signed certificate, in * conspicioue
place in the building, stating the
insulation complies with Title 24, Chapter
2-93 and Title 20, Chapter 2, Subchapter
4. Article 3.
Mote doors and windows, including skylights,
betwcan conditioned and non-conditioned
space shall be fully weatharstnpped.
Note on the framing plan that weather-
stripping. caulking or sealants must
be used to limit filtration in the
building envelope at the following locaeionsii
Exterior joints around window* and door
frames; b*tw**n wall sol* plates and floors,and ut.tw«*n «xt«rior wall panels;
penetrations in walls, ceiling*. «nd
floors for plumbing, electricity, and
gas lin«s, openings in attic floors;
and all otfter openings in the building
*nv* 1 opu
Wot* cttat doors and windows eo be certified
and UB*l«d »» complying with the Energy
Regulations.
Mote fans exhausting air to have back
draft dampers.
Note at che *«e*rtor wall fireplace
"Fir'plac* to nave minimum JLX square
inches of outside air to have glass
or 0etal door covering ch* antira
of the f.reoox- to have tight-fitting
damper with raadily accessible control
and should not have a continuous burning
pilot light".
Note ducts shall comply with Chaptar 10,
1976 UMC and shall be tightly sealed
with mastic or tape.
Hot* at the water heater location "water
heater to have wrap of H-U external
insulation".
Not*, where water heater is in unconditioned
space, the first five feet of outlet
pipe to have ft-J wrap.
Koto all circulating hot wat*r pipe*
in unconditioned spaces shall be insulated.
Note 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 shall have an efficiency
of not less Chan 23 lumens per watt
i.e. f 1 orescent.
Note that heating or cooling systems
(except heat pumps) shall have an autos
thermostat with mechanism which can be
manually programmed to automatically
set back the thermostat set points for
at laast two periods within 24 hours.
Show the size, type and location of
the space heating (or cooling) system
and provide energy calculations if the
output BTUVHr. exceeds 45,000 BTU/Hr.
output.
Shew make and eodel for FJU] «nd weter neecer
are on State approved lise.
Outdoor pools -ttn fossil fuel heater*
require pool covers *m well t* oener energy
sa.vi.rte; devisee sucn t« tL«* clocks., «ee.
eir
282.
213.
2*4.
283.
286.
287.
288.
219.
290.
.
2*1 •
'
O-_ . MISCSLLAMEOOS
30*1. Show a minimum 2" air soace and flashing
/ between planter and building walls.
Sec. 2S17(e)
Specify material to be used under the
shower tile. Sec. 1707(a)
Specify lath and plaster to comply with
Chapter 47, USC.
Two 3/4" copper pipes must be installed
from watar heater location co convenient
location of future solar panels (City Ord.)
Provide sleeves (roof jac'ts) in roof cor
two future 3/4" copper pipes ca convenient
location of future solar panels (C-ty Ord.)
Mote Eiat solar watar o ID ing is to oe. insulated
in areas that ar» -oc Seated oc cooled.
(City Ord )
Q Building plans are substantially correct
and complete.
fly<
Oatei __
Building plans would be substantially correct
and complete is minor corrections are made
at counter.
Bvi
Oa te. _
IBuilding plans r*quir* raa^or correction* and
complete plan rech*ck. by plan check
engineer, is required. _^
Byi Z3 I AA•• f ' -
I* you have any questions regarding
this plan cheek, please ea, 1 1
We would also be pleased to meet with
you, at no charge, if additional assistance
is needed.
o-e/i
rat^v*-vvi U - ------ y-
VrpyZ. ^j- I L» J^gr^w^ tVy S^^v^o^ f. L»VJ \Jt~ Ar. Av^Q ^
:) t n^^i Mf5v^7^"Li grz, Cowi VVA i^..rr- '.g&-v*u.o
A-
I " ' -
' J2\OifS' SpH-yfJ
Date:Jurisdiction
Prepared byt
VALUATION AND PLAN CHECK FEE
Q Bldg. Dept.
p Esgil
PLAN CHECK NO.
BUILDING ADDRESS
APPLICANT/CONTACT ffi// £&j-r&u£> PHONE NO. 7^f -775^2. ,
BUILDING OCCUPANCY /2~3 DESIGNER PHONE /
TYPE OF CONSTRUCTION \/-H
BUILDING PORTION
-/ZT/Wi. ^ A//>L,
yo/7^. <^m«
/^/. £W/
2?eo^
Air Conditioning
Commercial
Residential
Res. or Comm.
Fire Surinklers
Total Value
BUILDING AREA
^ 5~g$Z>#t
/&3 4 ^(S
5~^¥^ &>
3,/Q # &
CONTRACTOR
VALUATION
MULTIPLIER
/4/,^o
//•+d)
<?,*&
@
@
@
PHONE ^
VALUE
33?6tf?/-
74/^7^
'
6>$2^
/.¥?&
*
j tsy ^ ^~^-£%
Fee Adjusted To Reflect
Building Permit Fee $
Plan Check Fee $
D Energy Regulations (Fee x 1.1)
Q Handicapped Regulations (Fee x 1.065)
_1
C 0 M HE NTS:
8/4/82
PLAN CHECK ADDRESS
PLANNING: TYPE OF STRUCTURE
SCHOOL FEES: SAN DIEG'JITO_
CARLSBAD_
% COVLRAGE
DATE
ZONE:
ENCINITAS
SAN MARCOS
BUILDING HEIGHT,
FENCES/WALLS
atLt-l
3=U.I
LJ
TWO CAR GARAGE
REQUIRED SETBACKS
FRONT sr\\ /_
7
SIDE
REAR
UJH-
CJ
COMMENTS
00
o
UJ -»•a:
n REDEVELOPMENT APPROVAL REQUIRED
, .a* r n. j p
J 01 L.tJ LANDSCAPE PLAN COMMENTS
:KVir.O,\hEMTAl REQUIRE!):
ADDITIONAL COMMENTS:
OK 70 ISSUE: A£\JWQ. DATE: /jQ^T._.uK TO FINAL: DATE:
LEGAL DESCRIPTION VERIFIED?A.P.N. CHECKED?ENGINEETONG
IN
IMPROVEMENTS:
SEWER:
LATERAL:
RADING PERMIT:
ADDITIONAL COMMENTSEASEMENTS:
OK TO ISSUE:
ENGINEERING INSPECTION REQUIRED:
PUBLIC WORKS INSPECTOR:
FINAL OK:
IF THIS ITEM IS NOT CHECKED, BUILDING DEPARTMENT WI1L MAKE ALL INSPECTIONS
(DRIVEWAYS, CURB CUT, DRAINAGE, ETC.)
PRESIDENT
MARY A NEWPORT
VICE PRESIDENT
BERNEITA K RUTHERFORD
DIRECTORSMARGARET E FERGUSON
STANLEY A MAHR
DALE MASON
GENERAL MANAGER
WILLIAM W RUCKER
ATTORNEY
VERNON A PELTZER
son morcos 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
(UU/
Cheryl Sc^ili
Engineeering Tech.
CS/dit
WATER — BASIC TO LIFE HEALTH AND PROGRESS
LEUCADIA COUNTY WATER DISTRICT
APPLICATION FOR SEWER SERVICE
Owner's Name James E]]l's
Mailing Address 7331 Viar Av.
San Diego, Ca. 92120
Phone No.
SEW
583-2228
Service Address:
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 APPLIED .^. B O1 TT ™r "M
No. Units 2
Saddle _
Extra Depth:
Connection Fee $ 1,200.00
Easement Connects >re-pd (400 00)
Amount Rec'd $_£QQ_C_O
Ck. No/Cash i
Date
Rec'd By
QfT-Q
Lateral Fee
Prorated Sewer
Service Fee
Total $1.000 00
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. '~^-'r
If a service lateral is required, it will be installed by the Leucadia County Water
District. The service lateral is that part of the sev/er system that extends front
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 applr-'
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.
The^w^ersigned hereby agrees that the above information given is correct and agrees
:onditions as stated. , •>"? r % * \
Owner's Signature
V
Account No.
LOG NO
SAN MARCOS UNIFIED SCHOOL DISTRICT
PROJECT SERVICE AVAILABILITY LETTEF
(Applicant fill in - print legibly)
APPLICANT
Addiess
OWNER
Phone No
A/. L 1//V&T Phone No g -
Address
PROJECT DESCRIPTION
/?X
Project Address/Location 2 T" "2. "g" V x
Proiect Name £)
Project located on
Assessor's Parcel No (s)
( Attach legal description
if necessary)
Census Tract No £-00 iQ 3
AFisess'i" ' s Parcel Numbers3 ITTI'
Project Type (check one or moic)
fj Minor Subdivision (TPM)
I [ 1'a.jor Subdivision
Housing Type No of D U 's No^ of^BedrocnK
Single Family _
Multiple Fimily 2-J
Mobilchome Units
1 Owner/applicant apiees to reconfirm this nroiect with the issuing school district every 6 months
unless such action is not required b\ the district District Phone 619-744-4776
2 Owner/applicant understand that the cei tification for school service conl ainod in this ProTCct
Service Ayai.labilityL Letter is no longer effective il the project is disapproved or if the con-
ditional project approval (subdivision, permit, or other conditional use processes) expires
3 The information I have provided is 0071ect^
APPLICANT'S SIGNATURE Date
SAN MARCOS UNIFIED SCHOOL DISlPICP
CERTIFICATION OF SCHOOL AVAILABILITY OR iNON-
Date
TO
FROM School District
DAY
San Marcos Unified Gt ades Serverl K* \
j I School services and facilities are cormiitted for this ntoioct Scrvict-s will bo available
concurrent with project need based on a secured afn eemenl with the dcvelopei \\hich has
adequate financing and clear intent The termination date of the document is
Sec jttached copy
pOf The undersigned school district hereby ceitifies that it will be able to provide adequate
school services and facilities to the above described pioiect concurrently with the need of
such project Owner /applicant has pud the lequiiecl develoiioi's fee
1j The undersigned school district hereby certifies that it will not be able to piovide adequate
school services and facilities lo the above described project concurrently with the need of
such project because ___^_
DISTRICT REPRESENTATIVE'S SIGNATURE Date October 8, 1985
ities Technician phone 744-4776
WHTTF-rrVIC ENTITY YFUCOT-DISTRICT PINK-OWNER/APPLICANT
Daniel C. Mannix AIA Architect
1727 University Avenue, Suite A, San Diego, Ca 92103
Lundqvist 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 ie 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 24" 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.
14.) Sidewalk/driveway control joints shall occur at if'-O" O.C. max.
-J" expansion joints shall occur at 20!-0n 0,C. max. Joints shall
alaign with architectural features of the structure whenever possible.
1%) Contractor shall verify the location of all underground utilities
prior to commencing work.
16.) Sewer: Arrange for connection to street main or sewer lateral. Pay
connection charges and/or install sewer 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
1?.) 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.
4,) 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.
6t) 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.; 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 ;vork.
12.) Refer to Foundation / Framing plans for structural notes and require-
ments*
13.) The work of this contract shall include all v,ork 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 v/ork 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.
24.) 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 occurs0
25.) Details marked "typical" shall apply in all cases unless specifically
indicated otherwise.
26.) -Vhere 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 A3°7.
29.) UBC Section j>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.
standard flat washers between bolt heads or nuts and wood members.
* , <~y~~* ~~ * -
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
ar-esigned by the architect and the owner/client.
35* ) These drawings are instruments of service and are the property of
Daniel C. f'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. Hannix, AIA Architect.
36.) AIA document A201 "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 the location of all utilities.
38») Mechanical and electrical drawings are supplementary to the archi-
tectural drawings. It shall be the responsibility of the general
contractor to check with the architectural drav/ings before the in-
stallation of mechanical and electrical work, any discrepancy between
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.
It)
2.)
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 k7 UBC.
Exterior stucco where occurs shall be woven or welded wire lath
with 7/8" Portland cement plaster w/No.11 gauge x 1--J-" 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, l70lf.
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?S 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 raech design 3/V 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 1210/fb.
FRAMING NOTES
1.) Maximum unbraced height for 2 x k studs is 1 if* and 20* for 3x6 studs.
Section 2518.
2.) AH 2 x if studs over l/t'-O" shall be doubled & nailed at 12" O.C.
3.) All studs to be 2 x if No, 2. unless otherwise noted.
4.) Balloon frame walls of rooms with sloping ceilings. Ridges should be
at least one size larger than rafters, (sec. 2518 H (3)»
5.) All wood resting on concrete must be foundation grade or approved
pressure treated. ~~
6.) All joists, rafters, beams and posts 2" to V 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.) AH exterior walls to be 2 x k studs @ 16" O.C, -> Other walls to be
2 x if or 2 x 6 studs @ 16" O.C» as indicateu on drawings, unless noted
or required otherwise.
10.) 1 x TSt G decking: select resawo. spruca.
11.) Structural plywood shall be glued in accordance with U.S. products
standard PS-1-?if.
12.) Sill plates shall be bolted to concrete with 5/8"x 1C?1 anchor bolts
imbeded 7" mm. & 2'-8" 0,0. max.
13.) 2 x 3 or steel cross bridging shall be placed between joists or rafters
where spans exceed 8f-0". 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.
1^*) Bolts in wood shall be not less than 7 diameters from the end and if
diameters from the edge.
15.) Top plates of all wood stud walls to be two pieces same size as studs
except as shown otherwise. Lap if'-O" min. with not less than 6-16 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.
16.) Provide herringbone or staggered bridging between studs at not more
than 8f-0n vertical interval.
17.) 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.
18.) Framing connectors shall be Simpson strong-tie or equal as noted on
drawings. All connectors shall be 1CBO approved and installed accord-
ingly.
19*) Ceiling joists: 2 x if & 16" O.C. Maximum span 11 •-6"; 2 x 6 @ 16"
O.C. maximum span 18!-0".
20.J 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-
slve strecth in 28 days of 2000 PSI.UNO
22«) No pipes or ducts shall be placed in concrete slabs 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.
2*f») All masonry walls & columns shall be doweled to their supports with
bars of the same size & spacing.
25.) Typical splice in continuous reinforcing: lap bars 30 diameters or
1'-6" minimum.
26.) Minimum covor 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.) Ramps 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*
33*) 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
9*-0" in height.
3^«) Vertical bars in masonry are to be tied or otherwise placed in position
at intervals of not less than V-0" and at top and bottom.
36») Typical splice in continuous reinforcing: Lap bar ifO diameters or l1-
6" minimum.
37.) provide inspection and cleanout holes at base of vertical cell grout
lifts which are more than if'-O" in height.
3fi.) When grouting is stopped for one hour or longer horizontal construction
joints shall be formed by stopping the pour of grout 1—J" below *«he top
of the uppermost unit.
39.) Mortar and grout shall attain a comperssive strength of 1800 P.O.I. at
28 days. Mortar shall be type s in accordance with ASTM C2?0,
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.
ELECTRICAL NOTES
1.) liJlect service to be 1^0 amps to each dwelling.
2.) Electrical system shall be grounded by a "vffer ground"
(City of Carlsbad - section 18.12.240)
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)
7.) GFCI protection required for all outlets in bathrooms,
garages, laundry rooms and outdoors.
MECHANICAL /PLUMBING NOTES - -
-. ~*i
1.) All pilots, burners, heating elements and switches to be 18" above
garage slab.
2.) Tank type water closets shall be state approved low flush type:
2i G.P.M.
3.) Backdraft damper to be on all exhaust fans including dryer vents.
if.) 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 mm. 4" $ or equivalent. Contractor shall make
connection to dryer provide louvered vent cover @ exterior.
7.) Thermostats shall be located at 51 6" above floor.
8.) Gas piping & final connections shall be provided.
9.) Provide flexible connections at the inlet & outlet of all fans.
'. ~ ~ „ ENEHGY 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, subchapter 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 R-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.
V.) All exterior manufactured windows & sliding doors shall be fully
weatherstripped and must be certified to meet air infiltration
standards per ANSI standards. Provide screens @ 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 1?07(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 recirculating hot water 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.
15.) Provide minimum R-3 insulation for water heater outlet pipe for
first five feet in unconditioned space.
.•*•"
058:08 R2 3/Z8/84 VH/dr
Attachment C
rO Pom 2
£_> (Revised 3/84)
Climate Zones 1, 3, 5 ,£7*l and 16
COMPLIANCE CHECKLIST
For Low-Rise Residential 3uIIdings
(except hotels and motels}
Step 1: Enter on the form the values for each measure from your building pUn
and specifications sheet.
Step I Enter points on this pa,ge while working through the point system
5u lading _She11_ Measure Points
•Total Floor Area
1. Slao-on-5rouna, Perimete-_____ ft., Depth in R- —1
2. Raised "loor S-Vaiue '..... R- —__
3. Ce'ling Insulation or Construction Assembly fl*^p . ..<?_
Attic, Percent of Roof Over Conditioned Space jg\ & ft n£>^,
4. Jail Insulation or Construction Assembly . R- (\ ^ Q _
Glazing; Total 5 Floor Area Single Doubly Ti;rple
2 ,.2 .3.5. North-racing.
6. East-Facing . . . CL-L,S ft ft
7. South-Facing. . . ).e \ ra ft* ft,
8. West-Facing . . . A. 5 ' I^S ft; ft'~
O '- O ft; ft* ftf £>n o * £,'7 ftf 'f*£ —™—f£ ^j
9. Skylight Q7T"S ^S" ft7 ft2 ft2
10. Shading Coefficient
(excluding overnang}
*. East .6f SC £3
0. South 3'^^aC ............. _£?
c. West 7-^^SC
d. S<yUght . fe£ SC
11. Horizontal Sout*i Overhang Length. . . . ^ ft
12. Movable Insulation, ; Floor Area. . . . S __
13. Infiltration (Indicate Standard, Medium or Tight} ^fA)^/xg.g? Q
14. Thenoal Mass
Exterior Wall Thermal Mass .
Area, Heat Capacity, R-Value ft , HC, R-
Interior Thermal Mass . ~ "'
Area, Heat Capacity, R-Value ft , HC, R- +10
HVAC System"
15. Gas Furnace {Seasonal Efficiency)
•Heat Pumo (Energy E.ff1ciency Rat1o\
•Refrigeration Cooling {Seasonal Energy
Efficiency Ratio) . 0.ZSEER £>
16. Active Solar (Net Solar Fraction, 5) SHSF
17. Zonally Controlled Electric
Resistance Space Heating (Yes/Hoi
Donestjc aater Heating**
18. Solar with Gas 3ackup (Net Solar Fraction, 5} SNSF
19. Other Water Heating {Describe type)
3oint System Compliance Total "~O
"Checlcust items, not 4 ootnt system measure.
"•Attach documentation for efficiencies ana HSF.
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 thlj page while wr*1ng through the point system
Building Htasurt
ft., Depth
4.
"Total Floor Area
Slao-on-Ground, ?*r1rnetei
Ralsea :loor s-value. . . T
Ce'ling Insulation or Construction AssemDl/ . ._ R-
Attlc, Percent of Roof Over Conditioned Space _^_
Jail Insulation or Construction Assembly R-
Glaslng, Total * Floor Area
5. North-Facing, . . 2,5
6. East-Facing . . . ^ Q
South-racing. .
Vest-Facing . .
Skylight. . . .
Trlole
7.
8.
9.
JO.
11.
12.
13.
14.
Shading Coefficient
(excluding overhang)
a. East ,
b. South
c. 'Jest
d. Skylight .&& SC
Horizontal South Overhang Length. . . . ^,. ft
Movable Insulation, *» Floor Area. . . . *
Infiltration (indicate Standard, Medium or Tignt)
Thermal Mass
Exterior Mall Thermal Mass ,
Area, Heat Capacity, R-Value ft .
Interior Thermal Mass ^ -
Area, Heat Capacity, R-VaJue ....... 4"J2^ft .
HVAC System**
15. Gas Furnace (Seasonal Effldencv)
*Heat Pump Unergy Efficiency Ratio)
•Refrigeration Coohng (Seasonal energy
Efficiency Ratio)
IS. Active Solar (Net Solar Fraction, 5)
17. Zonally Controlled electric
Resistance Space Heating (Yes/Ho)
*ater Heating**
HC. a-
18. Soljr WUh Gas 3ackup (Set Solar Fraction, S]
19. Other water Heating {Describe type)
SKSr
?p.1nt System ComoHance Total
"•the«l ist i zeros, not a point system measure
"•Attacn doc'jmentatlon for efficiencies and M
n
26.30 CHA:
Table 33 Solar Optical Properties and Shading Coefficients
of Transparent Plastic Sheeting"--**
Type of Plastic
Acrylic
Clear
Gray Tint
*
*
*
*
Bronze Tim*•
*
*
Reflective*
Transmittance
Visible
0.92
0.16
0.33
045
059
076
010
027
049
0.61
075
0.14
Solar
085
0.27
041
0.55
062
0.74
020
035
056
062
075
012
SC
098
052
0.63
0.74
080
089
046
058
075
080
0.90
021
Polycarbonate
Clear (1/8-m)
Gray(l/8-m)
Bronze(l/8-in
0.88
050
050
082
057
057
098
074
074
•Aluminum metallized polyester film on pUttic
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.t9 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 m Table 37.
Table 34 gives SCs 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 specifically 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 transmittance 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. The SC with no interior shading is included for
each classification of single and insulating glasses to give the
designer a reference point m understanding the effect of the
interior shading device on the SC. This facilitates estimation
of the benefit to bedenved from use of a common type of in-
tenor shading withaspecific 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 transmittaoceglazmg.
Fig. 16 presents the relationship of SC to solar radiation
transmittance for solar reflective single glasses, and can be
used to estimate the SC of such a glazing when the solar trans-
mittance and reflectance are known
For a single-gland fenestration shaded on the indoor side
by a fabric drape, ttw SC can be found in Fig. 17 While flat-
Table 34 Shading Coefficients for Single Glass with Indoor Shading by Venetian Blinds or Roller Shades
Type of Shading
Clear
Clear
Clear Pattern
Heat- Absorbing Pattern
Tinted
Heat-Absorbingd
Heat- Absorbing Pattern
Tinted
Heat-Absorbing
or pattern
Heat- Absorbing11
Heat-Absorbing
or Pattern
Reflective Coated
Glass
S C c* 0 30
040
050
060
Nominal
Thickness"
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
Solar
Trans. b
087 toO 80
08010071
087 toO 79
0 74, 0 71
046
059,045
04410030
034
029toO 15
024
Venetian Blinds Roller Shade
Medium
&
057
054
042
025
033
042
050
Opaque Tmnntnrenf
Lift)* Dark White * Light
0 55 0.59 0 25 0 39
0» 045 030 036
052 040 028 032
0* 036 028 031
0.2
03OB
0*
.Refer to (nanuraciurer'i literature for value*
e For vertical blmdt with opaque while and beice louvcn in the ii|tuly Jotcd potliton, SC I* 0 IJ andO J9 when u«d with|ia»«J*.7l loO 10 iranimtitance
.SC for f btu wuh no ihidlnt device
Refen to irey, btonic, and green limed heat abiorblni tlati
THERMAL.MASS
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 3-14a 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 of the
Compliance Checklist.
Table 3~l4e- Masonry or Concrete
Wall HC, Btu/*F-ft2
r
Wall Weight, lb/ft2 1
i
f
10-13 1
14-18 f
19-23 !
24-28 t
1 29-32 t
33-37 I
38-47 I
48-66 1
67-94 1
95 up 1
1
Table 3-1 4b. Solid Wood
R-Value
i
HC i
1T
2 I ,
3 i
4 1
5 1
6 t
7 I
8 t
10 1
14 i
20 1
Wall HC and
I 1
1 Wood Density, lb/ft3 i
Average
Thick-
ness,
inches
3
4
5
6
7
8-9
10 - 11
12 up
21 - 26
Cedar
Hem-Fir
HC/R
2/4.3
3/5.7
3/7.1
4/3.6
5/lO>0
6/11.4
7/14.3
1 8/17.1
27 - 31 1
Pine !
Hemlk. f
HC/R ]
1
3/3.6 1
4/4.8 1
4/6.0 1
5/7.2 (
6/3.4 t
7/9.6 !
9/11,9 !
11/14.3 i
1
32 - 37
Dg, Fir
So. Pine
HC/R
3/3.1
4/4.2
5/5.2
6/6.3
7/7.3
8/8.3
11/10.4
13/12.5
f
1
1
\4
1
1
t
f
1
f
!ii
'i
HC and R Total- Calculation:
^3,»
HC
4 6.52,
a cocal
Where:
C * specific heae in Btu/lb-*F
D * density in lb/ft3
t - thickness Jta ft
r * resistance per foot in
hr-ft2-*F/Btu-Ct
77
C-36 ECM-7
Usirr
14. THERMAL MASS
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 3-14a or 3-l4b, 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.
* *5 * - *•
.X— •"•* f \ -(f~Loo£- MDwsTr
Table 3-14a. Masonry c
Wall HC,
1
1 Wall Weight, Ib/ft*
I
1 10-13
1 14-18
1 19-23
t 24-28
1 29-32
1 33-37
I 38-47
! 48-66
! 67-94
i 95 up
* ""V -»
VTL1vs
>r Concrete
Btu/"F-et2
HC
2
3
4
5
6
7
8
10
14
20
*W
\^''iS*«Wi ™*V't t *S ,tXfi£1
*
'
Table 3-Ub. Solid Wood Wall HC and
R-Value
HC and R Total Calculation:
I4OD
1-0
ac
r t R total
Where:
C - specific heat in Btu/lo-9F
D • density in lb/ft3
t - thickness* in ft
r « resistance per foot in
hr-ft2-*F/Btu-ft
1i
I Average
I Thick-
1 ness,
1 inches!
1
! 3
! 4
1 5
I 6
1 7
18-9
1 10-11
1 12 up
t
•
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
Remlfc.
HC/R
3/3.6
4/4.8
4/6.0
5/7.2
5/8.4
7/9.6
9/11.9
11/14.3
b/ft^ !
1
32-37 j
Dg. Fir i
So. Pine f<
HC/R i
1
3/3.1 1
4/4.2 I
5/5.2 |
6/6.3 !
7/7.3 |
8/3.3 ,|
11/10.4 !
13/12.5 !
1
77
*.**•1
>36 ECM-7
Determine the exposed surface area
of the mass and enter ic 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 Che
result on line a. Do the same for
other mass types on lines b
through d> Add lines a through d
together and enter the sum in the
appropriate place on line e.
Eater the floor area from "Total
Floor Area" of the Compliance
Checklist in the appropriate place
on 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 3-14e
and enter ic 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 B.-
value requirement for mass walls.
Exposed Mass Factor I
Area of Type 1
X (?,
Exposed Mass Factor 2
Area of Type 2
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.
1
Thermal Mass Points
Total Mass Capacity
in Btu/°F 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
+4
+6
+8
+10
+12
+14
+16
+18
+20
+22
+24
+26
+28
+30
+32
+34
+36
+38
+40
+42
+44
446
+48
+50
+52
+54
+56
+58
+60
80
C-36 ECM-7
£»ctor from the appropriate Table
3-lAc or 3-1Ad and enter It on
line a following, and line 14 of
the checklist.
Table 3~l4c. Mass Capacity Factors for Interior Mass
Heat Canaclty,
Btu/ft^-'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
5.6 - 7.0
7.1 - 9.0
9.1 - 12.0
12.1 - 17.0
17.1 - 22.5
22.6 - 27.5
27.6 - 35.0
35.1 up
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)
j/7.2
A 8.0
/ 8.6
/ 9.1
9.4
9.7
9.9
\ 10.1
0.4-
1.7
3.1
3.6
4.1
4.7
5.2
A5^CS'JU6T2\
6.8 1
7.1
7.5
7.8
8.4
8.7
9.0
9.2
1
1
3
3
4
4
4
5
5
5
k 6
\6
\6vII\*
8
.8-
.2
.1
.6
.0
.5
.8
.2
.5
.7
.1
.6
.8
.1
.6
.9
.2
.6
1.3- 1.8-
1.7 2.5
3.0 2.9
3.4
3.9
4.3
4.5
4.8
5.1
5.3
5.5
5.9
6.2
6,4
7.1
7.5
7.8
8.2
3.3
3.7
4.0
4.3
4.5
4.7
2,6-
4.0
2.6
3.2
3.3
3.7
3.8
4,0
4.1
4.8 4.3
5,2 4.5
5.5 4.8
5.7 5.2
6-1 5.6
6.8
7.1
7.5
7.9
6.3
6.7
7.1
7.7
4.1-
7.5
2.5
2-9
3.L
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
7.6
up
2.1
2-3
2.4
2.5
2.6
2.8
2.9
2.9
3.1
3.4
3.8
4.4
5.2
5.7
5.3
7.1
1\
036 ECH-7
78