HomeMy WebLinkAbout2423 UNICORNIO ST; ; 83-29; PermitUSE BALL POINT PEN ONLY & PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS.
'CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT 1200 Elm, Carlsbad, California 92008-1989 (61g)i38-5525,
JOB ADDRESS - AV. ST I DATE OF APPLICATION BUSINE ICENSE # 'M t4eo ULo RD
c Zf OWNER'S NAME OWNER'S PHONE
1G IbwA 1,
VALUATION PERMIT NUMBER
ZONE
OWNER'S MAILING ADDRESS
-5I tP1E t
CONjTZMD
____________________
LICENSE NO. PLAN P.D. #
______ ______
BLDG USE CODE
______ ______ LOT BLOCK SUBDIVISION I — l2_. DESIGNER
_____
LICENSE # STANDARD PLAN # BUILDING SO 14çOOIGE
DESCRIPTION OF WORK t.Ai1)( DESIGNER'S ADDRESS
F/P_-FLRELEV.
DESIGNER'S PHONE
Not Valid Unless Machine Certified
-
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YO NA I—
NO I STORIES
OCCGP
0CC LOAD
4.j Q
EDU
I FIRE SPR
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1 5'LO
CENSUS TRACT
—
I OP LAND USE PARKING SPACE I I RES UNITS I
I I
GRADING PERMIT ISSUED
Yo N 0
I REDEVELOPMENT
AREA I "O te
I
I
I TYPE I CONST I \I-1J
OTY. PLUMBING PERMIT- ISSUE OTY. MECHANICAL PERMIT - ISSUE 3 SUMMARY/ACCOUNT NUMBER
EACH FIXTURE TRAP INSTALL FURN. DUCTS UP TO 100,000 BTU BUILDING PERMIT 01-00-00-8220
EACH BUILDING SEWER OVER 100,000 BTU :°' SIGN PERMIT 01-00-00-8221
EACH WATER HEATER AND/OR VENT BOILER/COMPRESSOR UP TO 3 HP PLAN CHECK 01-00-00-8806 477o 1 EACH GAS SYSTEM 1 TO 4 OUTLETS
J
j .9 , BOILER/COMPRESSOR 3-15 HP - TOTAL PLUMBING 01-00-00-8222
EACH GAS SYSTEM 5 OR MORE METAL FIREPLACE / ELECTRICAL 01-00-00-8223
EACH INSTAL.. ALTER, REPAIR WATER PIPE
' 11= VENT FAN SINGLE DUCT TJ,. .O 0 MECHANICAL 01-00-00-8224 (, 00
EACH VACUUM BREAKER . MECH EXHAUST — HOOD/DUCTS - MOBILEHOME 01-00-00-8225
WATER SO'FTNER - RELOCATION OF EA FURNACE/HEATER - MOBILEHOME PARK INSP
EACH ROOF DRAIN (INSIDE) - SOLAR 01-00-00-8226
TOTAL PLUMBING —
TOTAL MECHANICAL i I f' IO
STRONG MOTION 80-92-33-0519
FIRE SPRINKLERS 01-00-00-8227
QTY. ELECTRICAL PERMIT - ISSUE OTY. SOLAR-ISSUE PUBLIC FACILITIES FEE 32'00-00'8923
BRIDGE FEE
NEWCONST EA AMP/SWT/BKR — COLLECTORS - — SCHOOL FEE - DISTRICT
1 PH 3 PH 7 .TJ STORAGE TANKS —--. - Carlsbad 80-92-21-0519
EXIST BLDG EA AMP/SWT/BKR ROCK STORAGE ' Encinitas 80'92-22'0519
1 PH 3 PH . PUMP ______________________________ -
- San Dieguito 80-92-23-0519
REMODEL/ALTER PER CIRCUIT -
)
PLAN CHECK FU . tan Marcos 80-92-24-0519 jg7p 00
TEMPPOLE 200AMPS
. /611117
OVER 200 AMPS .
\_••• ?E1%1•-r __________________
'4q, c
TEMP OCCUPANCY (30 DAYS)
TOTAL ELECTRICAL 1 — TOTAL SOLAR TOTAL FEES PAYABLE T 4 751
n. EveryperrnitiusudbytheBuiIdingOfficiaIundertheprojsion.9tDJ$ * AN OSHA PEAIT ISREOUmED FOR EXCAVATIONS OVER
CERTIY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE expire by limitation and become null and void. If th..buxlldlng or work -5'0 DEEP AND DEMOUTIOI4 OR CONSTRUCTION OF
I 7E
CAREFULLY
EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY7
nd
RATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS by such permit is not commenced within 180dysftom the date of ouch - STRUCTLJ OVER 3 STORIES IN HEIGHT ifthe building or work authorized by duch per$lit iu.sUspendeaLOr i
TION, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVEINDEMNIFY AND _______________DATE
D: TO COMPLY WITH ALL CITY. COUNTY AND STATE LAWS GOVERNING BUILDING CON- at any time after-the work Is commenced for a /ril.6 180 daysx_...L. A
HARMLESS THE COY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND APPLICANT'S SIGNATURE - 'i.. '-
NSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE BY PHONE TING OF THIS PERMIT.
I hereby affirm that I am licensed under
provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business
and Professions Code, and my licence is in
full force and effect.
tic. No __________ Class
i hereby affirm that i am exempt from the Controc' 1sf 5 License Law for the following reason (Sec. 7031.5 Business and Pretensions Code: Any city or county which re' quires a permit to construct, alter. improve, demolish, or
repair any structure, prior foils issuance also requires the ap-plicant for such permit is file a signed statement that he is
iicensed pursuani 10 the provisions of the Contractors License Law (Chapter 9 commencing with Section 7000 of
Division 3 of the Business and Professions Code) or that is cx-empi therefrom and the basis for the alleged exemption. Any
violation of Section 7031,5 by an applicant furs permit sub-jects the applicant to civil penalty of not more than live hun-
dred dollars ($500).
O I, as owner of the property, or my employees with wages
as their sole compensaiinn, will do the work, and the struc-
ture is not intended or Offered for sate (Sec. 7044. Business and Professions Code: The Contractor's License Law does
not apply to an owner of property who builds or improves thereon and who does such work himsuli or through his own
employees, provided that such improvements are not intend' ad or offered for sale, it, however, the building or Improve-ment is sold within one year of completion, the owner-builder
will have the burden of proving that he did not build or im-prove for the purpose of sate).
I, as owner 01 the property, am exclusively contracting
with licensed contractors 10 construct the project (Sec. 7044.
Business and Professions Code: The Contractor's License
Law does not apply to an owner 01 property who builds or im-proves ihereon, and who contracts for each projucis with a
costroctor(s) itcense pursuant to ihe Contractor's License
As a homeowner lam improving my home, and the follow-ing conditions exist:
The work is being performed prior to sale. I have lived In my home for twelve months
prior to completion of this work, I have not claimed this exemption during the last three years.
lam exempt under Sec. ,B & P.C. for this reason
(3 I hereby affirm that Ihave a certificate 01 consent
to sell-insure, or a certificate of Workers'
Compensation Insurance, or a certified copy thereof
(Sec. 3800, Labor Code). /
POLICY NO._
COMPANY
O Copy is filed with lh
O Certified copy is hereby fished
CERTIFICATE OF EXEMPTION FROM
WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit
is for one hundred dollars (8100) or tess)
i certify that in the performance of the work for which this permit is issued. I shall not employ any
person in any manner so as to become subject to
the Workers' Compensation Laws of California
NOTICE TO APPLICANT If, after making this Certi- - I ucate of Euremption, you should become subject to
the Workers' Compensation provisions of the Labor
Code, you must forthwith comply with such provisions or this permit shall be deemed revoked
r 0 I hereby affirm that there is a construction I lending agency 'Or the performance 01 the work for
Which this permit is issued (Sec 3097. Civil Code)
Lender's Name
L Lender's Address
0
INSPECTION TYPE DATE INSPECTOR
BUILDING
FOUNDATION
REINFOROED STEEL N. 33/fl 7I'
MASONRY
GUNITEOR GROUT
FLOOR & CEILING SUB FRAME
SHEATHING
FRAME f
EXTERIOR LATH 1NSULATI N
INTERIOR LATH & DRYWALL
PLUMBING -
SEWER AND BL/CO
PLUMBING UNDERGROUND I
PLUMBING TOP OUT 7- 70
TUB AND SHOWER PAN
GAS TEST
ELECTRICAL
TEMPORARY POWER
ELECTRIC UNDERGROUND
ROUGH ELECTRIC
ELECTRIC SERVICE
BONDING
G. F. I. - SMOKE DETECTOR
MECHANICAL
DUCT & PLEM.. REF. PIPING
7! HEAT - AIR COND. - SOLAR SYSTEMS .
VENTILATING SYSTEMS . .
CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE
ITEMS ABOVE HAVE BEEN APPROVED.
JOBSLTE FINAL
PLUMBING
ELECTRICAL
MECHANICAL
GAS
BUILDING
SPECIAL CONDITIONS
CERT OF OCCUPANCY ISSUED
FIELD INSPECTION RECORD
REQUIRED SPECIAL INSPECTIONS INSPECTORS NOTES
REQ.IF INSPECTOR'S INSPECTION CHECKED APPROVAL DATE 7
SOILS COMPLIANCE ak
FOUND ATION
PRIOR TO
INSP
STRUCTURAL CONCRETE
OVER 2000 PSI
PRESTRESSED -.
CONCRETE
POST TENSIONED
CONCRETE
FIELD WELDING
HIGH STRENGTH
BOLTS
SPECIAL MASONRY'
PILES' CA ISSONS
- ';•r-
_______________ ______ _______- -. • -
- -.- C
'.-
E:J,APPLICANT COPY
tZ1 CITY COPY
D PLAN CHECKER COPY
Citp at Car1bab
tc't-
JIRISDICTION: DATE____
PP)JECT ADDRESS:
TC: 16'P1_1C/9 Al •7
PLAN CORRECTION SHEET
Plan Chock No.
'it.' plans received by jurisdiction______________
ate plans received by plan checker.5/1'
Date initial plan check completed âi byfl
FflREWCiRD: PLEASE READ
nan check is limited to technical requirements
contained in the Uniform Building Code, Uniform
Plumbing Code. Uniform Mechanical Code, National
Electrical Code and state laws regulating energy
conservation, noise attenuation and access for
the handicapped. The plan check is based on
regulations enforced by the Building Inspection
Department. You may have other corrections
based on laws and ordinances enforced by the
Planning Department, Engineering Department
or other departments.
The items circled below need clarification,
rodification or change. All circled items have
tc be satisfied before the plans will be in
conformance with the cited codes and regulations.
Per Sec. 303 (C), 1979 Uniform Building Code,
the approval of the plans does not permit the
violation of any state, county or city law.
.. PLANS
Please make all corrections on the original ' tracings and a two new sets of prints,
an. y on inal plan fet9-4,hat _MAy have
ift fleturned to you by the jurisdict
tG: d, ec,ns , Be
>n4 / n ie d in °1 cW-a cJs
dt-IQ.c .q,—eva,124gl
To e rechecking, please identify/
next to each cled item, the sheet Of
the plans :upon each BYtion on
this sheet has been made and return this
check sheet with the revised plans.
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SOIL-S
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€/$J 'URISDZCTXON: DATE ''
07" PROJECT ADDRESS: _ (iñ'/c.'z'Sfic Sr /
TO:
c ARRZICANT COPY
da"C"i-TY COPY
El PLAN CHECKER COPY
,,..4Submit fully dimensioned plot plan drawn
to scale showing location size, and use
of all existing and proposed structures
on the lot. Identify property lines and
show lot dimensions and all easements.
Show location of all cut or fill slopes
and approximate finish floor elevations
for all structures and show elevations at
all corners. Sec. 302(b)7.
Indicate distance from center-line of street
or alley to property line and distance from
curb to property line. Sec. 302(b)7
Plans, specifications and calculations shall
be signed by a California State licensed
engineer or architect. (California
Business and Professions Code)
B. FIRR PROTECTION
PLAN CORRECTION SHEET
SINGLE FAMILY AND DUPLEX DWELLINGS
Plan Check No._______________________________
Date plans received by jurisdiction-7C/3
Date plans received by plan checker 64fiv.c3/7
Date initial plan check completed 4/429 by______
FOREWORD: PLEASE READ
Plan check is limited to technical requirements
contained in the Uniform Building Code, Uniform
Plumbing Code, Uniform Mechanical Code, National
Electrical Code and state laws regulating energy
conservation, noise attenuation and access for
the handicapped. The plan check is based on
regulations enforced by the Building Inspection
Department. You may have other corrections
based on laws and ordinances enforced by the
Planning Department, Engineering Department
or other departments.
The items circled below need clarification,
modification or change. All circled items have
to be satisfied before the plans will be in
conformance with the cited codes and regulations.
Per Sec. 303 (c), 1979 Uniform Building Code,
the approval of the plans does not permit the
violation of any state, county or city law.
Walls closer than 3 feet to property lines / shall be one-hour fire-rated construction,
have no openings, and shall have 30 inch
parapets when the building floor area exceeds
1,000 square feet on any floor. (Table 5-A
Sec. 1709(a)
/,Projections, including eaves, may not extend "more than 12 inches into the 3 foot setback
from the property line. Sec. 1710 and
Sec. 504(b)
Projections, including eaves, shall be one-
hour fire-resistive construction, heavy
timber or of non-combustible material if
they project into the 3' setback area from
the property line. Sec. 1710
Show location of permanently wired smoke
detector. Sec. 1210
C. ROOM SIZES, LIGHT, VENTILATIONS AND GLAZING
One room must contain a minimum of 150 square
." }eet of superficial floor area. Sec. 1207(b)
Habitable rooms, other than kitchens, shall f contain at least 70 square feet of floor
area. Sec. 1207(b)
//Window area must be at least 1/10 of the
floor area and a minimum of 10 square feet
per Sec. 1207(a). Appears to be deficient
in
A. PLANS
1. Please make all corrections on the original
tracings and submit two new sets of prints,
and any original plan sets that may have
been returned to you by the jurisdiction, to: DL-7Pr.
To facilitate rechecking, please identify,
next to each circled item, the sheet of
the plans upon which each correction on
this sheet has been made and return this
check sheet with the revised plans.
Indicate on lans he name ibr on
irepaan
d
tiond .
res
j theers plans Sec 302(b)
Openable window area must be 1/20 of the / floor area and a minimum of 5 square feet.
In bathrooms, laundry rooms and similar
rooms. Minimum is 1.5 sq.ft. (Sec.1205(a)
9. One-half of all required window area must be openable in
4Y Provide mechanical ventilation capable of
providing five air changes per hour in
bathrooms, water closet compartments, laundry
rooms and similar rooms if required windows
are not provided.. Sec. 1205(a)
No habitable room, other than a kitchen,
shall be less than 7'0" in any dimension.
Sec. 1207(c)
Show that ceiling height for habitable
rooms is a minimum of 716". Sec. 1207(a)
10
35. No cooking room shall be used for sleeping
purposes, unless complying as an efficiency
r) .lciwr6 7- lb 3flZ'( Spe~MiPytafety glazing for glazing in hazardous'"
locations such as glass doors, glazing
50 Handrails shall satisfy the following:
Provide handrail for stairways over 30"
high when serving a single dwelling.
Title 24, Sec. T25-22(b)
Handrail shall be 30" to 34" above the
nosing of treads. Sec. 3305(j)
Handrail projecting from a wall shall
have a space not less than 1 1/2" between
the wall and the handrail. The hand grip2 ~Lionof handrail shall
) 6teithan I
iicosectiona'l dimensi,
/ Sec. 3305(j) (see attached) - adjacent to such doors and glazing ad jacent
to walkin surfaces. Sec. 5406 ------------------ -------' 37 Glazing in shower and tub enclosures
(including windows) shall be tempered.
Imi,i*pd or annroved olactie.
34. Provide 30" clear width for water closet
compartments and 24" clearance in front
of-water closet. Sec. 1711(b)
33. Show ceiling height for laundry rooms,
hallways, corridors, and bathrooms is a minimum of 7'0'. Sec. 1207(a)
jEvery stairway landing shall have a dimension,
( measured in the direction of travel, at
least equal to the stairway width.
Sec. 3305(g) - Sec. 1711. (f)(g) 5 • A door may open over a stairway landing / provided the door, in apy position, does
not reduce the clear area of the landing,
in the direction of stairway travel, to
less than one-half the required width of
the stairway. Sec. 3305(g)
A door may open inward at the top step of
1' a stairway provided the top step is not
more than 7 1/2" lower than the floor level.
Sec. 3303(1)2
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 minimum
openable width 20" and the minimum openable
height 24". Sec. 1204
Eaves and cornices may not project into I 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 the room
below, and the mezzanine floor must have
a clear height of 7 feet, above and below,and
must have 65% of the long side open to the
room below.
The loft you show does not comply as a 101"mezzanine floor and is, by Building Code
definition, a story_____________________
D. EXITS, STAIRWAYS, AND RAILINGS
J'(Floors above the second story shall have
.' not less than 2 exits. Sec. 3302(a)
Required exit doorways shall be not less
t' than 36" in width and not less than 6'-8"
in height, and shall be capable of opening
at least 90 degrees. Sec. 3303(e)
J.rProvide 36" high protective railing for / porches, balconies, and open sides of landings.
Maximum opening between railings shall be xss than 9". Sec. 1716
4fr{Show how guardrail connection details are
adequate to support 20 pounds per lineal
foot at a right angle to the top rail.
Table 23-B
Provide stairway and landing details.
f Sec. 3305(b) & (c)
Maximum rise 8" and minimum run is 9".
Minimum head room is 61-6".
Minimum width is 30".
Provide details of winding stairway.
Minimum tread is 6 inches at any point
and minimum 9 inches at a point 12 inches
from the side of the stairway.
Maximum rise is 9 inches.
Minimum width is 30 inches. Sec. 3305(d)
(see attached)
5/ Provide spiral stairway details:
Minimum run is 7 1/2 inches at a point
from where the tread is the narrowest.
Maximum rise is 9 1/2 inches.
Minimum headroom is 6 feet 6 inches.
j Sec. 3305(f) / (see attached)
46. Spiral stairways may not be used for required
exits when the area served is greater than
400 sq. ft. Sec. 3305(f)
Spiral stairways must have a clear walking
space of 26 inches between the column and
handrail. Sec. 3305(f)
Provide I.C.B.O. Reasearch Report and Number / for metal stairway, or submit plans and
calculations and approved fabricator
registered with the Building Department
or note that the stairway fabrication shall
be done under special inspection per the
approved fabrication plans. Sec. '306(a)48
,and Sec. 306(f)
In buildings over 2 stories in height, provide
3/4 hour fire-rated assemblies for all
openings in the exterior wall below or within
10 feet horizontally of an exterior stair-
way. An exit balcony with 2 separated
stairways is exempt. Sec. 3305
4. Exterior stairways shall not project into
the 3 foot setback from the property lines.
Sec. 3305(n)
o•• h
61 The walls and soffits of the enclosed usablei_
space under interior stairs shall be protected
on the enclosed side as required for one-hour
fire-resistive construction. Sec. 3305(m)
62 Minimum
be made a part of the approved plaZ%
(
~c.
(See attached)oW 1\)S OR ' U.
ci E. ROOFING
,)OSpecify roof Pitch.
Roof pitch is not adequate for roof type
specified. Specify minimum pitch of__________
72. pecify roof material and application. rvLL. Ace
73 Specify I.C.B.O. approval number for rogf ttdQQ
materials not covered in UBC.
Specify roof slope for drainage or design
.to support 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 ICBO
approval number.
)#YProvide plastic roof panel details to show
compliance with Section 5206 or provide
ICBO number.
Show attic ventilation. Minimum vent area
is 1/150 of attic area or 1/300 of attice
area if at least 50% of the required vent
is at least 3 feet above ceiling joists.
Sec. 3205(c)
Show 1 3/8" solid core self-closing door
for openings between garage and dwelling.
Sec. 503(d)
lJW ' Garages are not permitted to open into i a room used for sleeping purposes. Sec. 1104
Openings between carport and residence
require self-closing doors and stationary
windows. Sec. 1214
Show garage framing section, size of header
over garage opening, lateral cross bracing
at plate line and method of bracing garage
front. Chapter 23
NOTE: Minimum plywood diaphragm ratio is
3 1/2 to I or 218". Table 24-I
Doors between dwellings and attached garages
may swing in either direction provided
the difference in floor elevation between
the dwelling and garage does not exceed
7 1/2 inches and provided the door is not
used as the primary means of egress from
the building.
If the difference in floor elevation exceeds
7 1/2 inches, or if the door is used as
the primary means of egress from the building,
additional steps or landing must be provided
in accordance with stairway requirements,
and the door must not swing over the depressed
level. (see 3303(i)2 and 3305 (g).
1,18. Provide 18" raised platforms for any FAD, f water heater, or any other device which
may generate a flame or spark.
J 109_J Note that continuous fire wall protection
shall be installed behind raised platform(s)
prior to framing platform.
105.
n.e- conatrustte*-to be per attached fireplace) ' evaluate any unanticipated uncompacted fill
standard drawing. Sec. 3707 or expansive soil or other soil problems
nird.-€ireplace construction details- \ lZ. Note on plans that"A soils engineer shall
OT-1=112e 'L.1)C(FS N. f FOUNDATION REQUIREMENTS
/ disclosed during construction". Sec.306(a)12.
(36)' Show veneer support and connections comply Submit soils classification determination ) with Sec. 3002, 4,5,6, and Sec. 2516(a) by a licensed engineer or architect based
74 regarding ties and #9 wire in horizontal on observation, tests, borings, or excavations, joints or note construction to be per attached and containing comments on the degree of sheets 30-1 or 30-2. expansiveness, compressibility and bearing
value. Sec. 2905 ,.Ie. Show height and construction details of
/i - Note on the plan the soils classification, all masonry walls. Chapter 24 whether or not the soil is expansive, and ft4. Note that cleanout openings shall be-provided note the allowable bearing value. Sec. 2905 at the bottom of all cells to be grout filled 1. The foundation plan does not comply with over 4' in a single pour. Cleanout shall the soil report recommendation for this be sealed before grouting, after inspection. project ) Sec. 2415
Al. Show floor and roof connections to masonry
walls. Connection shall resist 200 pounds -' per lineal foot or the actual design load, 12 . Provide notes on the foundation plan listing ) whichever is greater. Sec. 2310 .4/ \,the soils report recommendations for foundations.
/2. Provide material specifications for mortar, slab and building pad preparatio . detws grout, masonry and reinforcing steel. 174. Note on the foundation plan that "Prior 'Sec. 2403 I f to the Contractor requesting a Building 3. Show how masonry house walls retaining earth Department foundation inspection, the are to be waternrnnfpd Provide detail. -- -- ----- --------- soils engineer shall advise the Building 31. Note that special inspection of the masonry Official in writing that:
will be required for . I. the building pad was prepared in accor-
G. GARAGE AND CARPORTS
lJO'Garage requires one-hour fire protection
" on the garage side of walls and ceilings
common to the dwelling. Table 5-B Sec.503(b)
01 All elements supporting floor above garage
to have one-hour fire-resistive protection
on the garage side. Sec. 503. Beams and
posts, not within the wall or ceiling con-
struction, must comply with UBC, Table 43-A,
b.jinirnum6" dimension beam and minimum
8" by8" Pop
(tya ,t,i 4-kee \
CQ.%1C V4 O,i,*.
dance with the soils report:
the utility trenches have been properly
backfilled and compacted, and:
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 l6( joists and rafters more than 12" in depth
cross bridging or blocking. Floor
/' Show height of retained earth on all foundation and spanning more than 8 feet shall be walls. Chapter 23 supported laterally by bridging at intervals
y Show distance of foundation to edge of not exceeding 8 feet. Sec. 2506(g)
cut or fill slopes and show steepness and Show blocking at ends and at supports heights of cuts and fills. Chapter 29 7 of floor joists, and for rafters at exterior
))4? Note on plans that wood shall be 6" above, walls. Sec. 2506(g)
finish grade. Sec. 2417(c) 7 (1604 Show solid blocking at ridge line and
I
30 Note on plans that surface water will drain at exterior walls on trussed roofs.
away from building and show drainage pattern1 rSec. 2506(g)
and key elevations. Sec. 29051 r l64' Show double joists. Floor joists shall
C0imension foundation per Table 29A.-4''%%4 j/' be doubled under bearing partitions running
---- ---------- -
/6-
parallel with the joists. Sec. 2518(d) 5
Show rafter ties. Rafter ties shall be TABLE NO. 29.A—FOUNDATIONS FOR STUD BEARING spaced not more than 4 feet on center WALLS—MINIMUM REQUIREMENTS where rafters and ceiling joists are not
parallel. Sec. 2518(h)
Show rafter purlin braces to be not Less
d
than 45 degrees
Sec.
to the horizontal.
Show 1/2" minimum clearance between top
plate of interior partitions and bottom
.1 chord of trusses. (To ensure loading
will be as designed.)
(1691 Show double top platie 'itTnim'\ "-' lap splice. Sec.
17 Show nailing will be in camp1tanc,..jii.th-" Table 25-P.
(1711 Provide fire stops between stories, between NOTES; top story and roof space, at ceilings Where unusual conditioft, or frost conditions are found, footings and - and floor levels in interior and exterior
T foundations shall be as required in Section 2907(a). walls, in mansard roof or eyebrow so no The ground under the floor may be excavated to the elevation of the concealed or furred space is greater than top of the fooling. 10 horizontally or vertically, between stair stringers at top and bottom and
13 Show foundation sills to be pressure treated, between studs along and in line with Stair run adjoining stud walls and partitions, or equal. Sec. 2517(c) , at perimeter of sliding door pockets. Show foundation bolt size and spacing. between chimney and wood frame using metal Sec. 2907(e) or incombustibles for the fire stop and
Specify size, ICBO number and manufacturer at other places that could afford passage
of flame. Sec. 2517(f) of power driven pins. Show edge and end
7' distance and spacing. Sec. 306(f) li( Show stud size and spacing. Maximum allow-
fr Show size, imbedment and location of hold 3"x4"&2"x6"@ 16"o.c. is 20'. Sec. 2518(g)2 able stud heights: 2"x4"@ 16" is 14';
,- down anchors on foundation plan. Sec. 2312(f)
L)1"Note an A.I.T.C. Certificate of Compliance Note on plan that hold down anchors must 'V4' for glued laminated wood members shall be tied in place prior to foundation inspection.
Sec. 2312(f) be given to the Building Inspector prior
.erecion.., Sec. 306(f)
174 ' Show adequate footings under all shear 'Detail all post to beambnd post to footing walls. Sec. 2311(e) flotiff nn 4 p((Show stepped footings for slopes steeper Specify nail size and spacing for all than 1:10. Sec. 2907(c) shear walls, floor and roof diaphragms.
7
Show minimum 18" clearance from grade to Indicate required blocking. Maintain bottom of floor joists and minimum 12" maximum diaphragm dimension ratios. clearance to bottom of girders. Sec. 2517/""\ (Tables I,J,K).
Show pier size, spacing and depth into (\ p'Show 3"x4" or 2'x6" studs in first story undisturbed soil. Table 29-A of three story building. Sec. 2518(f)
2517 Show minimum under floor access of 18"x 24 ,7 Provide truss details and truss calculations.
).?(Provide roof framing plan. Sec. 302(a)7 Show minimum under floor ventilation equal
to 1 1/2 sq. ft. for each 25 lineal feet Provide framing sections through_____________ of exterior foundation with openings as close to corners as practicable to provide cross ventilation on at least two approximate- Section 302(a) 7 ly opposite sides. Sec. 2517 ,6' Specify all header sizes for opening over
4' wide. Sec. I. FRAMING
r-vid; ca1ulat nsforMII)
'iV veo 2" to 4" thick to be No. 2 Grad Douglas
Show all joists, rafters, beams and posts .SWJUJ
Fir-Larch or better. All posts and beams f Si902raT'7 5" and thicker shall be No. I Grade Douglas f ,J8'In areas subject to water splash and in 25-A-I) exterior locations, wood columns and posts Fir-Larch or better. (Table
,P Show wall bracing. Every exterior wod(d shall be supported by piers projecting stud wall and main cross partition shall at least 2" above the finished grade and be braced at each end and at least every shall bear on a metal base plate or treated 25 feet of length with 1x4 diagonal t wood unless the columns or posts are foun- let-in braçe or equivalest. Sec. 2518(9)5 dation grade redwood or cedar. Sec. 2517(c)4
I L2i4!A £V c' uJ-.
. 1CM) 1t
DEPTH OF FOUNDATION WIDTH THICKNESS BELOW NUMBER THICKNESS OF OF OF NATURAL OF FOUNDATION WALL FOOTING FOOTING SURFACE STORIES (Inches) (Inch,.) (Inches) OF GROUND AND FINISH
CONCRETE MASONRY (Inches) UNIT GRADE
1 6 12 6 12
2 (1 8 15 7 18
3 10 10 18 8 24
)P((Show access to the attic or under floor
furnace to be minimum 30 inches by 30
,....-Vs inches. Sec. 708 & 709 UMC
209 Note that passageway to the attic furnace
shall be unobstructed and have continuous
/.-7' solid flooring not less than 24 inches
wide. Sec 708 UMC
6') Show permanent electrical outlet and ,\_.d lighting fixture controlled by a switch
for the attic furnace. Sec. 708 UMC
Show details to comply with Section q09
for furnace under the floor, Section 708
for attic furnace, or Section 710 for
)p Wood shear walls shall not be used to roof or outside furnace.
resist horizontal forces contributed by Note on plan, gas vents and non-combustible masonry in buildings over one story in piping passing through three floors or height. Sec. 2516(b) less shall be effectively draft stopped
Gypsum lath and plaster, gypsum sheathing at each floor or ceiling. (JBC Sec. 1706(a)6
board and gypsum wallboard shall not be
used in vertical diaphragms to resist K. ELECTRICAL (National Electrical Code)
forces imposed by masonry or concrete All wiring shall comply with the National Electrical construction. Table 47-I Code.
If cripple wall studs are less than 14'. )6
ArC2
Note on the plan the ampe framing shall be solid blocking. Sec.2518(g 'electrical)
U the Lnstallaton i.s more Cripple wall studs exceeding 4 feet in Pfl_electheight shall be 3 inch by 4 inch or 2 Ian 200 amperes, show panel location inches by 6 inches when supporting 2 stories. and provide a single tine diagram and Sec. 2518(g)6 load calculations including:
19 Show plywood sheathing over exposed eaves, a. Wiring method employed.
b. Sizes of all conductors, switches, or other weather exposed areas, is exterior circuit breakers, fuses, and conduits.
'~e_
grade. Sec. 2517(g) 3 C. Approximate length of service feeders. 19 Show a weep screed at the foundation plate d. Provide plot plan showing services, line on all exterior stud walls to be all panel locations, circuit arrangement stuccoed. Sec. 4706(e) and load distribution on panel busses.
.19 Provide an approved waterproof building e. Provide typical panel schedule(s).
paper under wood siding. Sec. 1701(a) 223? Dwellings require minimum 100 amp service.
19 Specify an approved flashing for exterior Show location of all electrical receptacle5. openings and parapet walls. Sec. 3208 Electrical receptacle locations and/or Show corridor width to be minimum 36". spacing is not adequate in
Sec. 3304(b)
7. Specify truss layout for 30" x 30" attic 22L6 At least one receptacle shall be installed a
idges, hips, and valleys shall be at
ccess. outdoors, in basements and attached garages,
other than laundry outlets. Art. 210-25(b) R
least one size larger than supported 02?2 Show rafters. Sec. 2518(h) 3 "O-261edGFI'S in garage, baths Provide metal straps across ridge bean and outdoors. NEC Art. 210-8(a)." and rafters. 28 vided1(NEC).
Art. 250-81 J. MECHANICAL
Note UFER ground to be Pr;
eQC.o !,( All heating, ventilating, and cooling systems C-0 Nand appliances shall comply with the Uniform _..
fechnical Code.
' ('all L. PLUMBING (Uniform Plumbing Code) 200. Show the z?locatio! and
heating a - cling appliancesor systems. All plumbing shall comply with the Uniform
).BtShow source of combustion air for furnace Plumbing Code.
will comply with Chaper 6, U.M.C. 6S
location on plans.
how water heater size, type and
)P(
Every dwelling unit shall be provided with
heating facilities capable of maintain- 2..3TShow method of providing combustion air
to fuel burning water heater. Sec. 1307 ing a room temperature of 70 F. at 3
feet above the floor in all habitable Fuel combustion water heater shall not be rooms. Show basis for compliance. UBC installed in bath or bedroom or in a closet Sec. 1211 opening
,
Show minimum 30" deep unobstructed working . Provide adequate barrier to protect water3 e19
into bath or bedroom. Sec. 1309
\ space in front of furnace. heater from vehicle damage. Sec. 1310 ORE.
0. Note on plans,clearances to be per manufac- e2~ Show T and P valve on water heater and \turers listing. Sec. 704 UMC 9 show route of discharge line to exterio COILy)
Sec. 1007(e) Furnace shall not be installed under any -
Provide dryer vent t stairway. Sec. 704 UMC ()We UMC
)' Furnace shall not be installed in any
_.
Sec. l903 O9ifl& -- bedroom, bathroom, closet, or in confined . Note on the plan that hose bibbs space with access only through such room, sprinkler systems shall have approved unless specified as direct vent appliance, backflow prevention devices. Sec. 1003
24 . Shower stall shall accomodae a 30 ci ole Sec. 704 UMC
and have a minimum floor area of 900 sq
enclosed furnace or electric heating appliance. -
)p
Show ICSO approval for prefab fireplace UPC 909(d)C
at job site. I
and provide approved installation instructions G.M (1L4A-
0S ow location of attic access with minimun
. size 22 x 30. Sec. 3205
3)4Show draft separation for attic areas
in excess of 3,000 sq.ft. Sec. 3205
$. Show draft separation. for space between
' dropped ceilings and floor above in excess
of 1.000 sq.ft. Sec. 2517
86 Specify plywood grade and panel indenti-
fication index. Table 25-J
When roof pitch is less than 3:12, design
ridge as a beam. Sec. 2518 (h)
N. NOISE INSULATION (DUPLEXES)
Show details of duplex common (party) walls
/ and floor/ceiling assemblies to achieve
a Sound Transmission Class (STC) rating
in walls of 50 decibles and an Impact
Insulation Class (tIC) rating on floor/
/ ceiling of 50 decibles. Title 25
Show how penetration of assemblies for
/ piping, electrical devices, recessed cabinets,
bathtubs, soffits, or heating ventilating,
or exhaust ducts shall be sealed, lined.
J or insulated to maintain required sound
/ transmission rating. Title 25
Provide insulation in walls and ceiling
to achieve STC of 50 between garage and V living area if garage use is not controlled
by resident Title 25.
TI / ENERGY CONSERVATION
271. All additions to existing residential
buildings must comply with Title 24
energy regulations. Additions exceeding
30% of the existing building requires the
existing and addition to have R-19 ceiling
insulation if the existing ceiling area
is accessible for insulation installation
(P20-1401(c)
Specify the insulation values for walls,
roof and ceiling. (R-ll for walls: R-19
for ceilings, or provide details and analysis
for alternate design. P20-1403 Table A & 23.
273 Specify the gross floor area or heated.
portions of the dwelling, and the area
of glazed openings on the plan. (T20-1430)
274 Provide an analysis justifying increasing
the single glazed area beyond 16% of the
gross floor area. Show method to reduce
heat loss to that which would occur with
basic glazing. (T20-1402,def.)
275 Provide energy analysis to show that the
bonnet capacity of the gas central furnace
\( does not exceed the building design heat
Loss by more than 30%. (Exceptions:
48,000 BTU Hr. output furnace. See also
California Efficiency Adjustment.) P24-1404
Note on plan that all tranverse ducts,
plenums, and fitting joints of HVAC system
shall be sealed with pressure sensitive
tape or mastic to prevent air loss. T20-1404
7 . Note on plan that insulation of ducts shall
conform to UMC Section 1005. (T20-1404)
7 . Note on plan that all doors and windows
to the exterior or to unconditioned areas
shall be fully weather striped per ANSI
Standard. (P20-1403).
279. Note on plan that back draft dampers are
required on all fan systems exhausting
air from the building. P20-1403
2ffid. Electrical resistance space heating shall
/ not be used unless:
60% of heating/cooling is supplied
by a nondepletable source.
supplements a heat pump system.
less than 10% of total heating system.
life cycle cost analysis justifies.
P20-1404
28 . Note on plan that all heating and cooling
equipment efficiencies shall conform to
Title 20-Chapter 2, Subchapter 4, Article 4.
(75% for forced air furnaces).
28 . Note on plan that no natural gas, central.
heating plant may be installed without
an Intermittent Ignition Device. T20-1405
23.! Electric resistance water heating is not
/ permitted unless verfied as cost effective
by a life cycle cost analysis. T20-1406
Outdoor pools with fossil fuel heaters
require pool covers as well as other energy
saving devices such as time clocks, etc.
P20-1406
0. . MISCELLANEOUS
011- Show a minimum 2" air space and flashing
between planter and building walls.
,.Sec. 2517(e)
O1. Specify material to be used under the
shower tile. Sec. 1707(a)
30 . Specify lath and plaster to comply with
Chapter 47, UBC.
Two 3/4" copper pipes must be installed
from water heater location to convenient
location of future solar panels (City Ord.)
30 . Provide sleeves (roof jacks) in roof for
two future 3/4" copper pipes to cunvenient
location of future solar panels (City Ord.)
Note that solar water piping is to be insulated in areas that are not heated or cooled.
(City Ord.)
See attachment for roofing requirements.
NOTE:
The plans were reviewed based on the information shown on
the plans. If the plans are in error, or changed during
construction, the permittee shall contact the Building
Department for review and prior approval before proceeding
with the work:
0 Building plans are substantially correct
and complete.
By:
Date:
0 Building plans would be substantially correct
and complete if minor corrections are made
at counter.
By:
Date:__________________________________
(D)Building plans require major corrections and
/ complete plan recheck, by plan check
engineer, is required.
By: 1t L I &vl
Date:___________________________
If you have any questions regarding this plan check, please
call ____at9) 5 _ ('Ks
We would also be pleased to meet with you, at no charge, if
additional assistance is needed.
Date s
4
ate $______ Jurisdiction_________________
Prepae,bys t3 Bldg. Dept.
VALUATION AND PLAN CHECK FEE a Esgil
PLAN "'CHECK NO
BUILDING ADDRESS c-24-P3 6111)16'6401.0 S7'-
APPLICANT/CONTACT V/,vgA/.5 PHONE NO.7I 77ó 41
BUILDING OCCUPANCY _Lc'3 - DESIGNER PHONE_____________
TYPE OF CONSTRUCTION _V Al CONTRACTOR PHONE___________
i OA
BUILING PORTION BUILDING AREA VALUATION
MULTIPLIER
VALUE
Z, z i'-111B1--a
'-cM .1114;011 c2/c2, L57) 32
P'Q-7T' C) 52 J 1
Res. Baths (over 3) @2,200
Res. Fireplaces (
ov
2
er
@1,760
Air Conditioning
Commercial 2.80
- Residential _@ 240
Res. or Comm.
Fire Srinklers 1.50
-
--
Total Value I 9 2 p
Adjustment for State
Building Permit Fee $
iL')'77C) Plan Check Fee —$
COM ME NI S:
8/4/82
0
BRIAN"'SMITH ENGINLERb, INC. Client. Hermosa Homes SHEET
266 State Street
Carlebad, C . 92008 Job No. 5470 ] of 5
. Brian rui k.crwr'n 983
Structural calculations for a proposed
residence fo r. & Mrs. Gary Winans.
a
N-'-.
2
N. 'L70 ..
Poor W1D C T2OSS ROOF)
RoaP,n
72 11 PL)''D 1.5
€bo( ? ei c. 410
3.0
/4.0 #'
L.L./(o.0
C41ci/Sra1S cm ci 4&516,bl ir Abe PrOLIOCiOd /r
(4 Mt rrz&s Fthjr.
900P, LOA D (C flOJAL
mQ* / 4.5 4
7z"PLY
1.0
. -
i. PF
I.) 5J /5.5 (.L#Iin2DoffI)
,. 5PIiC1J
=37 ox
/4 = 37 /5 5?... 8 "
8 — 74 3
— . F,)
= - 33 39,4
#73o . -
= /"3 s -A Mv c,5.5 = 339 44;n
2?o
/3,/4In
I
POR CH i.oO
4.5
I/2 1 PLYvo. 1.5
e00 1.5
I P.L.
L.L-.
2ao#fL,
HEE
(EP EvPlno,J)
La'7D pecM rus - /5.4,7X 3OWD 470
/
##D. WT, 4 75', 225
PI= 47 Y. 4
,, -I I
'-" "-
1300 x Z15
: B o ; /780
ILL. 2SO4' =
2370 5 I7.,n
4#cC £7FfiPR.3.X 43.S
(wer Mom v.ro)
PAP4 =
LOA 'e'-'
HOE. sjr; (e5r)
?4 Z75 '-
Re 27912 2O?iu /3ø~ iZS
/780
- 2,53'
usg; 4L'-iDS. s= 7143
I:
= 7O" ( Ac3ou Js,.JQQL.J snr /M s2vmi2vS p.t-1.)
Loow poni 17u&S 3.0')( 3Q4'
to-T. AI4L /2
.j 2. tsr. 8
2? /,
,f-1EET
H ..
p-I = 22(p7Zg /3$4l
..i... 48 7
2370
..... ..
U5E4X(o OF #-io1S 4 5
I 485;nl
(oe1-i.i FSTIONA
;4) :5PAsa = 5 -O" *
1-060 eoii Tevss 3.O'(30
WT~ WA LA-= (o4
PL 78 1*40
COI., LOAD 454
=.
L'oF 8E7311S
1.) SPA') = S
•' C s?up,P )
1-060 = :3o6•
582 #1,
M
RE&bs 45(oo7''z 3373
Coo '2S
27S)C '= c.o;n4
/78o
304 x a37
7' 4o er-i d4 = 32 375 ,n
4;1 5L€2(-1.(p7)/zJ Cc8psi (65p3
3a75 't'I.?S
isa: 4)(/2iJo./ 1 /icR. S 49.9mn
- 1= 2y0.8;n 4
57flPsJ = 4'O"
cocriq-re-o se Peo,i Cfleie T2US
30#/a9LI4(53
A es /c2,80 F
ICoOX4
'1- 4
,n 3
1300
T12 4Y/ot1
. E S4OJ . 40ps
UJsE: 4 %IZtio. PF HOR,lb r-#TrM
5g51#
-
Ra 1303N5
3H€E7
51:3
ôc
SPFW =I/o
N
1i ei ic' tO 4430 h = 33c #, £TEi55 t2oF)
tJFbesj IOOFLoO / 79
1- 11o80(3 s) - /-c(3)3
(PO + I (33) +:5(179) 28440 -A
2731
211
I. iim
8=
0 A 3O(o7
—284(9
-I I6"I(3) 4y214)ZiI
,os= 7797,tga = 7.o;
/oo
4I /a3(275)#)... CPS P5; 83ps
OSE 8 (o*LIZ IJO. I HD 5 = 1Zl,Z3
A =
Tvp
ee o rvOveo Pxr
•• 7,s I .
r
5i3
OF-
35
á(2' POH pasr
'iz" S&
27r 4
A--' 12?O = ?7 )LI000P3; 7oo
£d)IO +
5HT5Pr .....
L2E: &c(D JL/ P3r
35
#1'' FLr. 0.5 °
PL1c/ 0.0
2' I? ism & I& & 3•. 5
c.iaii CeéIi 3.5
MISC.
L.L :400
. .
ELOO Jl'/5T,
HX S19AJ = AI3ouE pt'4tr.1.)
5PAPico/1o'LC
LoAO/.33X61 :
/
e *ar(D
1Eb s 'O.G,7n3 /450
/(a =
r /7o
I33 X 40,/1a = ql,;n 4
Z3 70
'i' 2 /2 YS7 i:' "OS , /4: /(• S 7 ;
Iry /55Lb(I.oZ)k1-40J 453;
I
9 2u2 jPism/D 0. C.
9iE T
35
- -.
I.) 5P1 r4 /0 9" (!3WiAJ U S A 1 iou eze)
772/8 (AJlzr/-/ /0,_iS'
LOarLoa1 = /075'
zrro DL/3(D4
'5,(/075..
S: &I7(O3(/Z - 755;,..3
/300
Ip, = /3Co1O.7.5
178°
I.,L.., . 43ô i
- 27-4 ;4
-
7Y.-xi2 /3ft1. =
/ 5 Coco (/b72)/J 85
Use th,a OF !JO.I Bmj S 21,
_z_= c,97.I14
coLu,-1I'J TO suPPoer c/ 13P-IS.
LOAO W COL... = 54'c ' c2085
77e (o,cc Pa.sr
Ll-d
5 4 1s
30 25r /000 = 35# c0Ô5 m
USE Z Co -Ado o., POSr '-'J siiPsoJ cc POSTCAP
,4#'W P8 i2(, posl-843E
CHEZ. i.. = 3043
= 75*5.5
-
---'
i;L . ii..oee
I
2c,o .7'(!44s') 2I4'>"
R.L...L... /4W/a'
.) AN LIUlIJ(, iri,)
=
tee Teuss ,.- S7.
/'[ .. ''3
r
480#/,
1,2.5
L'Oe ( 5/ ''
so
3OCp
ii4 fr!.r =
,84 x a. I
.
9,75 /O504
.8
/p504 x/2. ;3
1300
0 237,4i ,
i4 428 9,75 = /Co74;4
2.70
all x ia oe -
P
v i5[4(95.0')/aJ ei.aps'
VSE; (/2 &O,/ DP "DI.
p.
. Co i.. It') .S 0 PPotr / z 81.
m z 894 /, x C), 757
7R Po5r
Lld 27.5 ..
= (34X It-), 25
- OsE 4' )0. / PST
.
--
r
4 = C0325 i,,
FIE = 63'p1
/2O5 43/0 or
FS EA
vr. -'o-' E30C.3o. rJ i-t t. pêaer,J 4L- W '3
/c,54t/1
Fo 2
/8
2
/ - 7/76
4e
33 7
eb s 7/7thx/Z =
4
EcX 8.
2370
= 4375 " 7WY 4'x 114 SM.
97(8-Y2
4Cp,%75
os a.: 4I4NO. /024/n
- 00 -Mft • 4
COL. SPoT 4 /4 at1
I. jooqqo TO (!o L. S97 $4'
7y 4c4POT
-
z -.34 psi'
.. t, x 2.25 ,n 7 7 (i7 3586
3.5
056 COW LAM Cc =
SHeET
224 w )200? /0
. fLAQ 6t7WY)s
•. 14
28
wr ROoP 7WUS = /61"a' 358
£()7; Bec. L4I4LL — c' laB
Air. x5/4' 408
wr ALCOV E ROOF /75' x 28 " = 39
/25 8
95ts/4, 23,309 '-#
= ?31 309 ,(Z 3
o.qqx 2400
= 4g7)143 — 7(o(piv 4
I7Bc,
454i gq 3
_ 52( in4
S. s"er&/z 2400F Cc c 099 , =69 2
— — r-.
:.. - I' L' /2/ psi 1&5 PSI,
O$o 5x/324"C1 s
.1=
4401-, 7D s.'pfloQr 5 '4 /3 '/z (DL-e.
1-040 To COL. 7 C 5 / = (p57#
7' 4t (o PosT
____
= 775 = th3q ,as;
P,9aa = /9.25 b,2 x (p34 /2205 , 5
ç.. .2.. = ais pcmi d 385Ps" 0g
3.5'i.5.5 -
os:4 sr Cal ,"ic,,.iEPc P
.HET
/1
01-
35
31
406
3Z
I12
/0
/074 = Olz
c2,3.3 In4
• (F4HILV R
.aT O0F T2JS5 = /( 'X 30
FL.R.. '-- =
MI r. AJOAJ 13SQ.. ti...i..
L.4If.
1.25
.M•=
/074,'(pZ 4533—#
eb s 4.33'/Z
I ZL.L... 552,cC
aLt.•/ HL# = 39375,nz
E /o74 2
______________
/Z = 8/.S,'ss 8Opsi
39-375
L'sE: 4%/Z NI 0t HD 3•= 73$;, 3
r= d4/5,2 1r13
: PosT 70 CF)' 4 %I oz I ••
HO
104 r 3222
7Th# 4c4 Fbsr
74 F'c- 34ps/
12.25, (o39 = 77,* ) 32zz
CHri
• • use ; 4x4 itjO. /
SHEET
12
35
'SPAM = 4-0 ( iz.iNOOW __
t'r. L4I4LL % i = 48 -
5'1,M/T. (&7) = 7
H 5&5x
4z
=
8
2E4)o '3 =
dO- 80 7Y 4xc$ 4
400 )C 4
237O
')/23 = 7G'.0 p5. ' 55.Qp
/92S
o; 4x 0 Mo,, pj=I7:274lf)
z= 4S.52;,
,1 !sTF1. /-1EJD -E3
.ç4orH ,c•nO
ROOF 1.040 3.0 3&'/a'/i.ZS 7 2-
L.4J7 LJL.L.
1u'ae = 0.07X51 #4.
30(1, h
=. 245. /74;,)4 7' 4Ca
/750
)Z ia5E3ékoC5i)/.J/,q.25 477p5; d5P
oLE: 4x tJ0.i OPHO.
,SHET
13
57-
-n-4
2.) PJ$-O" PI.)iPsJ RH.
LPi0lt4JC. 5mIEA-5 P,,ouS L. =
245 k"
,#1 3O(oXCD /377I
72 P2.71 Rb S /300
4
2s.375 ;a
' • ° P s
V. 2.375
DI P0,, -1O 5 3O.cTo"3
I. I/I. ,;4
IH ) F4' ,o -o"
Lono = F. 6' x '/d /1.25 : 5
HPe. wr.(T) /0
.• 1-1= _____ZqZ5
25%'2
: .•
•.
/300
= _____ 730;n4
/04 /0 43.9 4 f)
772y 4 ,o ,.o.' ,.,oQ = 32.3 "
234(10 -I('7)/3 45.2p5 os625;
347$
vs; 4%/o vv' o,=
- 1
EL7
lde!r Ezes/. - -
3'AkI 0" E?J71'
Roo zoo
PuI75T) 7
p•1= ,#i,
eezo : &fIO2 -
7,c)-7;.3
= 81 4
P70
4'
237a
OsE 4x8 JLJl Hpa. .Z = CD M73
= -a" ('c'CE I-tOes)
= 3.0' o/' /i.?5 =
41/ 72
WALL-- L0190 a.o .
• , , = 2 3dx 26) = /3'q
L0,40 = 5,0"y, , / 255
• /-1p'. tar.(r4) =
/0
599 #f
H :599 54/0 P. L. = 3o7"
54/0 /Z = 5o;n 3
I Zp.L. 307 A 9-
/78 0
22
97.370
I 7R'( 4c/2 ko'a. A39.375,'-
,.Ls(8.~2')1z.J : 74/pi d5O /25
'39.375
os;HDe
L Z = 4i5.2;,
fri : /87)( /o.s
05 77
REMO is 2577(/Z
4(o,In 4
2370
49 JO., VJ= Ht,2S. S
'
44t
f7/0 Tb,srs
P#CItiJ(D= /&o.c.
LOA 28.0*/dx/,33 37 *h
H = 37 /0,
FEO 5
ly Y. /?? /0
20tc13b%10
Z7o
5"E7
/5 0,r
S5
USE:; 2(o PF T57L. (! IC4"O,C. •S: 7;,:3
PTIO
1):''J
Lbo = 23/'X ' I So
/25
hoe. (sr. tasr.2 7
I&7" 7/
OPtr= I5D ,
t4er UPLIFT
1 -(D c = /33c8G /J*/7sjS
; 3— 8d reVAt L rsr. TO
3 34 Y. /33
0
5HEET
l.o OF-
F2or tEVATLO4
PL-A?J I) I W Rb TSS
wr. 1Oop
T. /a 41JAIL5 = so/ I S ra #JA 4' = 6240
WT. Iz ex r. w A LLS = = 1 2032
-
41 a40
= CL,240*
tZO32.
= 223 Co
5oSO
= I 49 7
540e
(ø &E72*
2vJ= /0&,4!2
LQT. 1/2 u s.sr. W A LLS CA 1O%JE)
WT- /2 T. P i-LS C "
.FLOO1. 1,#/cL$s2/+ &'xiJ
lT• Yz IP-)T, .-au- iow Ciz-i'J'4'
C234'J ,'4'
uir. Pno oJE = a' L5a'I3J
IC. o3E =4
eNtC LOAD V = = 0.18(0'jJ
=
41.84 17' 711. = /310.41
;457 9'
Fy. =
Fx =1 ' lhi!O.i411
.4C(2,105) q,a -75
lCoA
,. tI
TYPES OF SHEATHING
•
--- 1 x DIAG SULATHING P 45° w/(3) Rd NAILS ALONG STUDS
(4) (8)d @ BOUNDARIES UBC SEC. 2514 b
* A2 --- 1/2" DRYWALL WITH Sd COOLER NAILS @ 7" o.c. EDGES AND
FIELD (TABLE 47-I UBC) .100. #/1.
5/8" DRYWALL WITH 6d COOLER NAILS M 7" O.C. EDGES AND
FIELD (TABLE 47-I UBC)100. 0 1
c4 1/2" DRYWALL WITH Sd COOLER NAILS P 4" o.c. EDGES AND
FIELD (TABLE 47-I UBC) 125. #/L
/'\ --- 5/8" DRYWALL WITH 6d COOLER NAILS • 4" o.c. EDGES AND
FIELD (TABLE 47-I UBC) 125."/i
--- 1/2" BLOCKED DRYWALL WITH 5d COOLER NAILS M 4" o.c.
• EDGES t FIELD (TABLE 47-I UBC)
• f :A ---,5/8" BLOCKED DRYWALL WITH 6d COOLER NAILS 4" o.c.
- EDGES & FIELD (TABLE 47-I UBC) ni.*/1.
•
--- 7/8" STUCCO OVER PAPER BACKED LATH w/16 GAUGE STAP1.F.
AT 6" o.c. AT TOP 6 BOTTOM PLATES, EDGE OF SHEAR WAI.I.
• AND ON FIELD (ICBO REPORT NO. 1.823, MAY 1972)
.. ;•••. OR (ICBO REPORT NO. 1.318, FEBRUARY 197) IRflI/I
7/8" STUCCO OVER PAPER BACKED LATH w/16 GAUGE STAPLES
. • AT 3" n.c. AT TOP & BOTTOM PLATES, EDGE OF SHEAR WAI.I. •
• AND 6" nc. ON FIELD (ICSO REPORT NO. 1823, MAY 072)
OR (ICBO 'REPORT NO 1318, FtRH 19 11) 12 /I
3/8" STRUCTURAL IT PLYWOOD WITH Rd NAILS AT 6" o.c.
AT ED;-; & 12" o.c. FIELD (TABLE 25K USC) 24.0/1
(USE CDX OR STD. W. EXT. GLUE IN--LIEU OF TR. TT)
A. 3/8" STR(JCTURAL II PLYWOOD WITH Rd NAILS AT 4" o.c. -
• AT EDGES & 12" O.C. FIELD (TABLE 25K URC) 384.1/1
3/8" STRUCTURAL II PLYWOOD WITII Rd NAILS AT 2-1/2 o.c.
AT EDGES & 12" O.C. FIELD (TABLE ?K (IBC) 564.1/1
3/8" STIflJrTUflAL II PLYWOOD WITH Rd NA 11.5 AT 2" O.C.
AT LD(1 ii" o.c. FIELD (TARI.F: 2K hIi 636.ltl
STRUCTURALIr PLYWOOD WITH gQd NAILS AI2. o.c.
.AT ED(;L;. 6 I)" oc. FIELD (TABLE 25K h'fl(*) •
-
-
5ET
1-7
L0AIS %4 t\- 0'ecn0-4 ROOF
LOAD
.
.vN
W100 LO'PD 'M'' L'/(s)ii 1-3c1i&) 1- = Jo, 17
14
c •. £IEMCI.
S e TO LJ LL. LI
)3049 = 2733h. (, ago* 49.33
LJCTh oF6Hee. 'su 12.5 '+ /(5' /2.0'
= 74#/
- 41
U SE • W ALL S k TH i C,
i*LLOC.J1.r
R00a Co AJ IVEMJ 70
....
'3o - 2r 1549
NA-IL- PR 0.8 C. Th13LE 25-P
L &ifti-L- co i"v ro Pwo
59#/,
.......
.1
JrnIL p Ua3.C. m& 25-P
SI-lEE
• f8
+ o.as,) io,go . 5115
.4,33
eicThi OF 6HEPJ1 w qs'+/625'- 575 ' L
r544
2575
OS E T'r'Pg 'ri ,p4,
Zrm
Pa COFVfJeZnOPJ 70 Wntj~ 41
AMIL PER O.B,C ThBL-E 2s-P
W 4 LL. CO?JI) EZ77 0 PJ 70 P4oR.
445 211
25.75'
USE- /c/ 8"C, 8'O77,'4 IL-I1J..
ZJ = /O7 X/. 33'x /,5
= l35' I4*/b =
r < H
Id uj 9 71uss P. L1 1.0 1'1 Ii
JL H zU .- O.T. ov t4OM [ P MT MOM t)E &T
5 E J2i(, -j_I /2,28 /277
os S/MP3o) Src224 sTPpP 776 - 8LD, LthJE :
on= /87SO.35) 24t934
•
1C)
• OF
35 : T'ibk L4PJe (Q)
V Cl -.-0..25-050) /0, ago
23'
:4 • /1)
= 239
/0'
c.)SES Tr'PE /WALL SHeMWJAJ&
4LLot/J2T• 2Ca4"
'P ... /Op IV,'J zsna , 70
ot
'2r 39(o 77
j4ifl-IL pg. U. B.C. P? ME 2. P
(JAU-. cfloIJ TO FWO
2r 0'59(10 Vc
10'
')SE Q CoO1 80TO'1 i t '4-C
4LL.O.i 7r= /O7x/,3325,
CH eZAg 0 .r.
iQO L.9#0: 3"1
H 5 /4 D....MoN UI'WM. I'JCIUP'L4(
-
: 50"I98 (D4D II' /53 E34(o6' /4*
S Si M P$oiJ $T&, 22-4 T'M' 77 #T JI3 S 0 F
HE) L'fti-4-,
• At-Low wqo /97503&
. 4q3*t
LOFLQS I.!SJ 'S., L.) -,-e'oc ~ F--- w e - -
E7r1IC. L'Pr/' /o8qo
w 0 I
IV
H w A LL- L-1 W E (D
V 31.o'/z ((7-70*) 0. 2-7 34716
56,
*
L- &TH as: 'sHerto, WAU. = 20'
'Zr= 2= I74f,
S TYPE A L1 E77-/ /PJ(
LLDt-J
ROOF CQiJ t%J:flO?S , rr' (IJALL
3475#
49,33'
Arnu- PE-P O,13z. 716L as-P
(-i) At-!-.. Cc & .) EJ7o , TO FLoO .
3475 /74
USE go17M ~t. ppritapj<1
ALLcw2r fO7x/.33/,514
68 tO.27) 12B740 #05o(tZ -io) 435#
OP 3 H e fte W &LL lieS'
2r
os 7WE A (Al ?) L.4. SH flT7-/ I MCi
,4LLOcJ zr
ooP CC IQ ' -rios.i Li) hLL.
vse: S,PSOtQ ,1'35tJ -PJ(.twRs
-
- i 4 iL, .J A) ZT7O J TV FWO Z
'zr 4:2,435 =
OSEg .SiMP.S,J Pr5tJ /JC.1-jOS
--=
'a' 2/0 -ra)ss
L] L H Rj I-L' X. mom '/4 PNo1 k)6T tJE$-t4F[
1115 2435 147a 1 Z74 I r.2 5 75 I(p7(p3 358R
o5:ssMPsoJ STG023, PT?E
' I'
ñLOLAJLO* /3(243c) 35&1*
I
•
V -0-0- 0-27 -0.-5 0 ):10870 0.e3CIZ70 2o*
O SI-fR )A .S'+8.2S' I75
29(O 215 *%
vss7yps A CAIL. Smii,
f LLO- v- 325 /
k'oôF EZT10 ,i TO
'7,- =. /05 "
?.JAIL PER V.8. C. 7 aLE 05 -P
14) LL CC Z..'rZOP TO c LOO
:
os: /(ad € ' ,. C. somm - #'Ji9#t1iJ
C4 Q.T. RooF t. 1.. = 3 l.
V L14WJ&r,t-4oi1. 314L0 WEFT 010L-1 FT'
55 1183 70i 131 9q 000
16 2S l's I05 '(p IOI7o0 433' 563C7
all,5j mPs1 grcoaz4 s-re,'iP T1E Q I4O$ O S-1 LI/PrLL
ALLO LOP%) /33(1875) 2495
V
5HE7
23 or 35 L m a Fi2. g
$C = Zt, IC5 - 5HT /7
WhJD LAO */# E.9 ,449.33J
•
S H E Tb U) P LI- LI 4 a
10
, LEJ('Th OF OF S JALLS = 5.75 + 2.33 +'40t3.I +55
=
i•_ I A
?r
LUAL.L CO J PJtZ.%T?OIJ TO C..)PA045Q FLO0#.
#
r: ?J411 V.B.C. Th-LE 2P
ALA . ..jPJZfl OJ 7 1Qi¼J U 1T iOtJ
= *zr
Q3E 4. €0. C,
u'j- -
(..O
•
V
1.
.5.
V t O.KV) 2010S O.2S(ovos)
GKePie 3'*I3.5't7'+t3'.i36,5'
Sr 5&4(e /5 #/,
TYPE (,'1i%45.. 3H,1377-1IiJ(à (ine
.. .2 £ i 2 50 '
L' A IL CotJ IfloJ TO u PP Fwola
'2r 109 #1,
52'
PAIL PeO.8.c. 77981e -P
- WALL Cø 'rro'4 TO Fean
'Zr 3&5
_ i #,
O$E ")( lo"
LLO 7.r /00041.33 3331*/
-
40
,SHEDCQ> TO U) A LL LI
\/+o.sz)2o(5 0.34(20I6a5)
LeJJfl. o. 25 -H5.5t Z2&+ 3.'+ 3.0
,);-- -
vs 8 TYPE A W A L-L. $ 4 Thu /;"J
ALL.OJ "Lr 'Z(a4 ?,
19 -7r
25
0F
.LJ1zL &,t1erIo,.J 7V _ciPPE€ P-LOC,
S /39
4C)•5'
AJAII-- PEe U.8.. reu 25-P
• ____ 219
O$E 4I0"/B' 45N
ALWL,i = /IX1I 33 333 #f
410
cz: o -r ROoF DL = f4tt4c3'+ '$.IZ/c' =
O.L. = 90
DL.
O.T MOv'i A p toj p--
I 3.o c33b3 S7
75 i733 q,o 1Oc34 ±L -
USZ
-
M P.Op4 A 9 @ EtJ 0 of= SH €P LQI L L
/U.OI.,J LO = 2130*
H1'Q..iO1Ot4 = 2I'0") I307*1
FY4 8 Q OS OtJuY OF SKEPrQ L.) ALL.
3 Iii
FT
PPrIS
0. FZ( 2O I(AS)
4.'2
.-.,.
= ('.o 0.1(0-0. Z 0.34) Z0165=
Le J (øT)4 OF .4%4eAQ W A LL: Z. 4(0'+ 2. 44'
443c,# 04
4.91
USE . N p E __ w ci u- S44 Wk714 I w C-2 (BOTH s , 01E -5)
______ ALLOiV a(so4=
L4I 1 LL diOJ O ')PC FLOOR T BZ(t43).
.• 2.'-
df = 143 ' P"
6!
tJ/fL.. Pe ii. B.C.ThØLE 2 - c
cjeio,j ,-o &te
p0 2Z.i8 / SN eAa LLL
2
5/?P,o"ts4a, tei
Auxxj 'v-= a(iaoo) /.33 = (oG, /SHe?LL
. L. 42
7. L.
Fi-oo- PIL. S II 55
L 1 H O -To MOM 314 L N'1 O J'' mu" MET UfJLatI
2.44' 231O L5 5') q s 7, I 2.3 Co 74 I 3*
No of= SHeyW w4tL
jItU L° AD = /,33 (&sco) = & (0(03
($E S Ihi $0p..j FH A 9 Dm , -n Gs ,' c o SS H 09-S.
O() L.00 /.3(535L
I1O7?J
'.1
4
E*LO PUP
Sarisc LOAO =
;.(,QsPJO 1-01'rO . p'cq'-A SJ +
k.: • AdiJO
14A4 10 W ALL. LIVE
ç'-SHt 20
I2870 = 20,700
= 3/a (2c -700) = O.Z7(ZO,700)
69
s589#
LJcTH OF SHtQ. &.AILL
254*/I
V
r
®
__Z7) ZO, 7a:) o.so(zoloo)
275
TYPE i,i SH434TH WICO
#L1UJ 2J 304 *-h
H (.A/ILL c) ?J i'd tflO 10 ()PPE FCo
'Zr - !O 350
4"0,c, CoLTO
ro 'rbP
iuoi v- /ql(3 3/3'
O&) &iE.7l Os.J i 'yr
I I
It
bcc P.L. . 14
-
. 4Z'
WALL 1L. = ize
022.L..-67)'ll 7
/77/,
-
- - 5HEE7
09
SEfl7ciJftLL Lii'JE 3
02'7 - 0 .50 2c-)700 0. Z3C20oo 4761
LJc'Th OF t-t& (A LL 2.75
4 -761 247*/I
us E; Li EH 71-1 I
• zio w V 32 S
iPf LL. o JToij TD WPPCR FLOOR
:: 47CI. PZ56 39'
W A IL. Pe ThBLE ?-S--P
ri C.
'2r =. 7
'30'
vE: 5/ i,io" 4's Q '- oil
" V •
Il, - 22Z
/
_I
p1d
r. -toti '5/4 9. z.-• )Jem-t ruPi --
2.75 680 35Z C45 6701 865 483' /758
T0 I487&8 V43 1242-7 - 4iiS 3!O 7;is
1)SE: &MPSOtJ p4 IS AwatoeS.Q6t..0 Or-
3 0
.--- -
---.-----.------
30
-
.5
--ROOF P1/PH2ft,fr-i
,vj y S-j = ,1 s a i 4q.33
4x PL't'ooD ,3LocED L,uJ&cj jAi$
b"O• EDCE APJO BOQWD A?J 2 C,
:.:.
___________ ° /
-... FZMe Di 4PHeACqt4
41-k' 5HTh zrn
ZCDE cNO 8CJi'J tDe' AJO IC" o
4:
.,•.
HL
3,.
UcAfloiJ
F
cSL9(P2S= 30 Ps
POIrITLnO
OCT,
rz7I
I3LD. LI 4 E
Ro0twRO = I(ox _no */r, 34*/l
l -
1.25
:k'= 2Co
P4770 COL1E2 -
5# 8d%# HZ
F00,Z LLAO = , = 40
Fm. w r (E)
1535
= PEzo wTh /930p$
use,: /S 1p Li) I D 24 'OFEP F / e- 5 8RS
jP 14i'JO /070P1 COM 77tWOU S.
e& P35 = 2 /25
CI4EZK Rx5fl '.J (, .4'I4eEE pcw L.cP,O b ccu e.
3a
oF.
ALOtJ G ioc _t.E
C0LUMr4 tc =CDCD577 - Siff /0
u)T (g) =I 200
785
Remo 7857
= lgaopsf 4,0
24"E*EP rr uJ P3q(A
PO574SE L/ 2_*i3,s 774RU,
OOflLG Pct0I-CD L..DC, Lii
i.vA U. LO A 7
S
•• - FL) 2. LC) P 0 714
LQ ALL Lo Mmb ey.to
PT?. (g$.) 300
iDT1.i = = /q3oçzsl
F1. L/
i i3o wm coini tcvS /307
S7lpSl
F001 oc-.0 s ALc3vJG Mt..OG ut
ik
F00T, Li) $LL Cci ey .pr LoO
SPA = 02!.o"
rp-em- LOAC = I I = 3CDCa
T2W 4.%4 POSr
PA U.0 Lo Iaan c - 77CD7 1 7
P ES Pcs'r&E
i-
S
{J ckQ,
I: LO TO co'2De Th s /5.0 28. opsf - -
SHEET
33
OF
.:os 15 "u.' toe 24' c&' P77,. #3
IZ) P A JO 90 7!Vt4 CO$-fTiM Lou S
'OIL - PEr$ .= /I/3,
= 89 zps -P
j
g
3
. P66i7N(, L-OJ(, OL-p(-o. LiJt.t
CL LOP% C,oS5* .. 7
11z,. u.JT. J 2.O I.ZS'X ISO =175
I I0.115' 1
107' I IO.7S' u_)
L ii ii j 1b JI A J
Tb L 9 4
PD .JPDTh = 7T . 48 j5"u'E /c ops# MPK 24"OeEP
*1 S
o654P.54 '- Prb. mom
= /44 IK 2/
As in
I5 h'J,oy Z4 "DEEP Pr. ) a#584eS
ivP ,*jz i*i ori #4i(o u S
Roof- Lo'iO 'Arno) 2444
(Jf1 =x Ito
1930 psf
375
747
vi
- 3c
L .
I
j •••
sE I2"wic'IE X -4-"DEEP F7Zw/ Z-*5&/Y23
(_&77IJtO)
-
c1nIJ(,
9ier
35 OF
35
34aA,E HD,W'?O
AGE M 0 Q. 7i N MER Lt =
— 5"T: 14 ,
41,5
10
)( s3d tt/, =
I'Tz. t.'T. #11,
P: ZC.%'
491 4'
LMO TO SQU.. .3-7 15 + 75 014
(/75 -, i'ATh = /930 = Q.40
FrrD. ,4Oi'4 • •,( 4'C 2C9
fr1A t5"u)'O
M PrI- Z4" OtEP
As 12 M = 0. 4Z
144 '1 Z-1
/5l i ,,E 24speppT,. W
1VP /JO 5o11Vi1 oi'ThJ(Ov3
FøTThJCo /'cuJC,6LDG, LM)
',- 4 549Ae3
A5o13I
2- 0 584Q3
J200 I= wA =tke 0/0
LO
FWoa~WAO 90o 67 1. 5o =34
L4Jr T) = 75
,'073
;Fs 9 30
i)63 /5" )iE 8? 24 "It7' P1. W/
7-VIP ,171J0 S 7/CM 7iJOc)S.
— ,ILJ.. c'r#i F77JJ (5 f• p
fru oiIie& O1Th1G,5 tJOtJ B2j
Ae.b w.."
,f -
I.? >
PLAVVERIL CAL. W604.066
.L &.&
7TVVICA4.G&bLEr c640 A.
1• _
l.4.m %eb *1 41" am r*%6
L-IrA -06 as
MN MA!C05, CA 920e
(7143 744-4040
r_A±E. Et40 A&bS4b
)97. mavm4swo MSS *.b .IS $ S SO *% S SIS __ (..V5. . $S w—oa bWS
VIOL GLOCIC
At; aws., K va %VAN%
MAD SL 1.4 IWAN
0.s • F • I • • I . J I S I I . I u ' 9 t saii o.ai.sl I *.$.$ - '_w i j — Al i Ib.T.Ib- 4.ei 4.4 i • '' 6- CT Db IL " MGM -f ---•— I—•• •. -- •• • I PJIII)1Cr I4L1+pID _J*. I I I.4' I 'e•" '1 I 4'd 4.4' I
NaWN 't 'VILA L1& AL-A lizar w f-! r
.,•
LUMBER SPECIFICATIONS
TOP CHORD 2X'l SS HF lot OF II6SOF 5FF
SOT CHORD 2X'J2 HF ICON OF /1200F SPF WEBS 2Xq STANDARD DR STUD GRADE HEM-FIR PLATING IS FORR-5000 SERIES:/ OF
NOTE; LOCATE INTER-PANEL SPLICES AT I/S PANEL LENGTH /- 6 INCHES FROM
EITHER END OF THE PANEL INDICATED.
MEMBER FORCES:FROH LEFT TO RIGHT:
TOP CHORD BOTTOM CHORD WEBS REACTIONS 1 1= -2389 B 1= 2070 H 1=: 75 H 4= -624 REACTION v 1= 899 1 2= -1610 8 2= 2070 K 2= -624 H 5= 75 REACTION 0 5= 899 T 3= -IbID B 3= 2070 K 3= 1583 1 4= -2389 B 4= 2070
TRUSS LOADING ICON I) LL+DL ON TOP CHORD = 23.0 PSF DL ON CEILING = .10.0 PSF N
TOTAL DESIGN LOAD = 33.0 PSF H
)l 5 PSF CEILING REDUCTION TRI(EN(5/8 DAT HALL) LORD DURATION INCrEASE =
ON-CENTER SPACING .= 211.0
vt CA
No 2901'7 Irn
SYMMETRICAL ABOUT
7'-7.O"
PLATE ROTATED 90 DEC.
4060
T-t
12
AS
2445
("4045 (S)
2445(NS )/
12 6475
AS
2460
24754
5 1i/41t;
1630 (NS)
3100 OVERALL SPAN
F I LE=
10
DATE
DES I
SC
I
GND
1/25/83
-31--9/5-33N
..,
Br' RH .
1811 aLEoiR(c.wk1 ..11-5. ARE OF P61140 QUALITY 20 RhO 16CR. .GALVflZ1ZE0 SI!EET STEEL 6140 APE DISTI0011IEHED AS FOLLOHS BDCEJ.....W. 0 TEETH PER SO. In. .I2 X.ql LONG. TEETH ARE PUNCHED 1110 PER HOLE Al
. 10T.25 D.C. HOLES RilE IN LIIIE. I T ID 10 I PER ') II) 13110 TEETH Rn Flj1 Ch 0 TWO nih. .d...1.15' D.C. IDLES INTO IN LINE. 611.LLEiE IS A SPECIAl. R-S000 CONIIECTOR Ill TN EVERY 111160 ROM OF TEETH INID HOLES
PRcIIUIZlIhi'i: PLATES SHALL BE LOCATEDON BOTH FACES OF IRUSS AND PLACED SO THEIR LlI1j15 COINCIDE 111TH JOINT CEI1TERLII:ES. ..UNLESS OTHERHISE flUTED. DIGITS III01CRTE SIZE OF PLATE iN INCHES.
CUHTflhlC1ORREF.
- - •
..
TI L
SYSTEMS
1.
2
'I.
5.
FhIRR
3.DESIGN1SRES
NN1g. IUNLCSS OIHER:IISE SPECIFJEDI
IuSTRLLRl;Ctl IS ENTIRELY THE RESPONSIBILITY OF THE RESPECTIVE
ALl. BAilCIl C I 4PORRI AND PERMANENT. TO RESIST LATERAl. FORCES 10 BE 005101100 6110 PROVIDED 61 OTHERS. 'DRY CONDITION" OF USE IN NONCORROSIVE
0051011 ASSUhiCS LATERAL BRACING AT 9' DC TOP CHORD. 12' DC BUT 1014 CHORD.
DESIGN ASSUMES FULL BEARING AT SUPPORTS. SHIN OR HEDGE IF
CHECKED BY: t/- LNIIRR: 511611 91 OF IIIIIIIIUII GRADE A SPECIES AS 110100. 1iJUTLRS FR HAT 50 SUASIIIUTEO WHERE HEN-FIR IS SPECIFIEO. .. 3850 0. IItRflLO.16 flhlflhIIl1. CA. 92300 S.
NECESSARY.
CR140011 TRUSS TO L/120 BETWEEN SUPPORTS.
.., SUPPlE '0' I!I0ICAIES 10 GA. STOCK USED. ALL OTHERS RAE 20 GA. .
V.
0.
I100IIUATE URRIIIRGE IS RSSUIIEO.
TIIPACT BRIDGING OR LATERAL BRACING RECOIIHEII000 WHERE SHOWN.— BASIC 11551611 VALUES. SEA 1.0.0.0. RR..I6D7.
LUMBER SPECIFICATIONS MEMBER FORCES:FROII LEFT TO RIGHT:
TOP CHORD BOTTOM CHORD WEBS REACTIONS TOP CHORD M. 2 HF ICON OF /1200F SPF 1 1= -2074 0 1= 1797 H 1=. 65 N '1= -SIlO REACTION o 1= 737 SOT CHORD 2X4 CON HF ICON OF /1200F SPF T 2= -1q00 B 2= 1797 N 2= _5L!0 H 5= 65 REACTION 0 5= 737 WEBS 2X9 STANDARD OR STUD GARDE HEW-FIR 1 3= -1400 B 3= 1797 H 3= 1377 PLATING IS FORR-5000 SERIES/ OF T '1= _20711 B 4= 1797
NOTE; LOCATE IlITER-PANEL SPLICES AT I/S + TRUSS LOADING (CON I)
PANEL LENGTH 4/ 6 INCHES FRON LL DL ON TOP CHORD = 23.0 PSF DL ON CEILING = 10.0 PSF EITHER END OF THE PANEL INDICATED. TOTAL DESIGN LOAD = .33.0 PSF N
Ii 5 PSF CEILING REDUCTION TAKEN(S/Ir OAT WALL) LORD DURATION INCREASE .= 1.25
ON-CENTER SPACING .= 24.0 -
SYMMETRICAL ABOUT
6 • -11 . 0 6'-7. 0
PLATE ROTAYED O DEG.
4060 ''
4 11
12
4045(S)
2445 (N
12
AS 647.5
• '2445•
2460 S 1/41l1630(Ns)
0 .14860(S)
13-6.O
27'-0.0 OVERALL SPAN
F I LE= SC-27-9/S-33i WJSjII'J1,OTJuCS. "A-S. ARE OF PRIME DUALITY 20 ANO IBER. o.GR LVAHIZCO SHEET STEEL AND ARE UISTIUGUIS;IED AS FOLLOWS: GE.liEDiU_.J1LLE.. U;ILESS DIHEHWSE SPECIFIED;
fEF u-25-7
flEi2D B TEETh PER 50. 111. . 12'X.qI LONG. TEETH ARE PUNCHED THU PEA HOLE AT IU'X.TS D.C. HOLES fluE is; LINE. I I. IUSTALLATIOH IS ENTIRELT THE HESPONSIBILITT OF THE RESPECTIVE CONTRACIOR. [a_R-_SO!7G::0 TEETH PER EO.1H. - IOx.32 LONG. TEETH ARE PUNCHED TUD PEA IIDL2 AT EX.75 UC. HOLES ARE iN LISlE. IQi.; - I
-
ALL BRRCJNG.TENPDRART RHO PERMANENT. TO RESIST LATERAL POlICES 10 BE DESIGNED AND PROVIDED BY OTHERS. ORIE 1/25/83 i IS A 5ECIflL n-0000cOtmEcToR 111Th EvEnt THIRD ROW OF TEETH RHO IDLES SYSTEMS DE5IGNIISSUHES ORT CDIIDJTIDIr OF USE IN NONCOf1ADSIVE
DESIGNEfI 8Y RH oSiTIn:u:lr.: PLATES SHALL QE LOCATED ON BOTH FACES OF TRUSS Arm PLACED SO THEIR i'tiLT;iES CoI:cIo :11TH Jo;;:; CENTERLINES. UNLESS OTHERWISE NOtED.BDTTO;4
l/\i \,-7Sj 1. UESIG;I ASSUMES LATERAL BRACING AT 3 DC TOP CHORD. I2 DC cuono.
CHECKED BY: IA-
IGiTS INDICAE SIZE OF PLATE IN INCHES. . LUMBER: SHALL BE UP HI:1IHUH GRADE N SPECIES AS NOTED. bUUULAS FIR AlIT. BE SUBSTITUTED IIIIERE HEM-FIR IS SPECIFIED. ,,.- E. lILI'.ALOI;fl NUIIILLII. CR. 92J0E
DESIGN ASSUMES FULL BEARING AT SUPPORTS. SHIN OR HEDGE IF NECESSARY.
ClIMBER TRUSS TO L/720 BETWEEN SUPPORTS.
o. SUFFIX C INDICATES IB ER. STOCK USED. ALL OTHERS ARE 20 GR I1rJEDURIE DRAINAGE 15 ASSUMED. B. IMPACT 0151001116 OR LATERAL BRACING RECOMMENDED FOR BASIC IIE51G:l VALUES. SEE I.C.B.D. RR.I607. WHERE SHOWN...
flIlflLO HWfl157515.
I I
LUMBER SHALL BE OF MINIMUM GRADE & SPECIES FOR TRUSS SPANS AS NOTED BELOW: (Douglas Fir may be substituted where Hem-Fir is specified.)
CHORD SEL. SIR. 1 NO.l NO.2 CONST. SEL. SIR. NO.1 NO.2 CONST. SIZE DOUG FIR I DOUG. FIR DOUG. FIR DOUG. FIR HEM-FIR HEM-FIR HEM-FIR HEM-FIR
TOP CHORD 2x4 X
BOTTOM CHD. 2x6 X
WEB MEMBERS 2n4 STANDARD OR STUD GRADE HEM-FIR. 9111101503MOR AS NOTED 014 DESIGN
I
.r
24001 1 21001 1 16501 1 14501
MSR .MSR MSR MSR
GENERAL NOTES: (unless otherwise specified)
I 12001 1.Installation It entirely the responsibility of [he respective contractor.
I MSR 2. All bracing. temporary and permanent. In resist lateral forces to he designed
and provided by others.
Design assumes dry condition - 01 use in noncorrosive environment.
Design assumes lateral bracing at 3 at lop chord. 12 ac bottom chord.
Design assumes lull bearing at supports. Shim or wedge it necessary.
5. Camber truss to 1.1720 between supports.
Adequate drainage is assumed.
103 continuous lateral bracing required where shown.*
Impact bridging recommended where shown. —
251 011 GIRO'CR TPJSS SL ';i4T1;G SPai. TO 27' G"
T— TWO cOMPLFE TRUSSES REQUIRED. JOIN TOGETHER
I WITH 16d NAILS STAGGERED AT 10"o.c. THROUGHOUT
IYI'I BOTTOMCHORD AND 12o.c. THROUGHOUT TOP CHORD
AND WEB MEMBERS. . L5r_6
SECTION A
4" I I
4890
Match adjacent'
HEEL HEIGHTS
EROER L0ADIG (CON 1)
LL-01- i).'4 TOP CrtP3 PLF
LL-L 04 NOTTOM Cl;010 = 320.0 PLF
TOTtiL LO..O = 3Er.0
LOAD DURArIC.;. ZlgCREAF = 1.25
LIFT RFACTCCN = 4436 RIGHT P.ELCTIOH = 4460
FORCES FOR A 2 MEM2EP. TRUSS (C(.-. 1)
1 1 —058 H 1 4416 U 1 2426 W S 1466
T 2 —2117 P 2 404. 4 2 —22°3 -J & —4211
T 3 —2v(17 0 3 20*1 J 3 305 1, 7 —1'1
T 4 0 e 4 20,1 W i+ 343
CANNED TRUSS TO L/720 = 0.42 FP GADI OHOJ;,
2445
5660
FILE NO.: SC -- 25(31): x 27 - 9 - 28 I . . are TRUSWAL CONNECTORS 1 8 5 e of prime quality 20 and 18 go. TI galvanized Sheet steel and are distinguished as follows:
DIGITS INDICATE SIZE OF PLATE IN INCHES. I
LUMBER: Shall he of minimum grade & species as MOk
1/25/83 I Model 20 (indicated by prefix T): 8 teeth per sq. in., .12"x.41" tong. Teeth are punched two per bole at .10u.25" nc. Notes are in lieu, noted. (Douglas Fir may be substituted where Hens.
DATE: .:R..). 8-5000 (indicated by prefix 10 teeth per sq. in., .10"x.32" long. Teeth are punchedetwn per hole at .25o.75 n.c. Hubs are in tine. Fir is specified.)
I RN-Plate (indicated by prefix RN): is u special R-5000 connector with every third row 01 teeth and hole' omitted. tSutlie 0 indicates 18 go. stock used. All others I
REF.: c-25-78 DES. BY:1 tIM CII. BY: I POSITIONING: Plates shelf be located on both faces 01 truss and placed no their centerlines coincide with joist centerlines,
oolnsa otherwise noted. -
are 20 go.
IFur basic design vatuos. see I.C.B.D. 8885607.
OL
*
It
-
I.UMSOP. SHALL US OF MI;liI/.UM GRADE S SPECIES FO;' °IRU,S ZMANS ;. t:i!ITF.D MLOVI. iDoatiI3:; F:. 01.1. 110 uiI45u:(:d whwe Hem-Fir , beec,I.ed.)
cllorio I sEt. Si., NO i NO 2 r.O:IS1 EEL. STR. ;O I • NO 2 COrIST 24601 2I0OI SIZE 1OU FIR OOUCI FIR DOUG FIR DOUC FIR HEI$.FIR IIEMFIR HEMFIR HEM.FIrI MHS MSR
CP CHORD
- I-
bOTTOM CPID. 2x4
:Ea MEMBERS 2.4 STANDARD OR STUD
GENERAL NOTES: (unless uIl.er,.ie SpiCl:NJI
I1.101 icc 1. lni.blllbllon 5 entirely bIll ies;:or.SilaI.: of hit .it14lecho cor.baclol.
I MSR I.SI4 2. 1.11 brOClnq. tempo;ary Ind i,o,rna,:.r,I to Jilleril forces 10 be
x designed and p;Ov:dcd by others.
I 3. Design assumes dry COidil,oq 01 u!11 in flZflC0rrC5iv10 efl,trOnme!.l.
I .1. Design assumes lateral btaCini at 3cc lop Chord I2nc flannel r.hotil X 5. Design CSSWIICS lull bearing CI sul;.OI!s Shure Or wedge II necessary -f 6. Camber buss to LP20 between supports
. Acic.q.:ale flra.n..ge Is assutrien.
1. IS3 C6rElr.uCu 13:c:;i t.zZmg ta:;:CC where br.cwn.
9. Impact bridging or lateral bracing rodornirneiToed where Shown,"
-
-,,.T-28-9-33* [IATE 2/ 6/80
OVERALL LENGTH OF 28' 0 SPACED 24.0 O.C.
TRUSS LOADING
LL+DL ON ROOF = 23.0 PSF
[IL ON CEILING = 10.0 PSF *
TOTAL DESIGN LOAD = 33.0 PSF *
* 5 PSF CEILING REDUCTION TAKEN(5/80RY WALL)
LOAD DURATION INCREASE = 1.25
T-56 LEFT REACTION = 765 RIGHT REACTION = 765 R 4x4.5 TRUSS MEMBER FORCES (CON 1)
T 1 -937 B 1 749 U 1 -262 U 3 362
-r..
r 1/2. T 2 -808 B 2 497 U 2 362 U 4 -262 T-44
4 R-4x4 .5 PANEL POINT SPLICE DETAIL T 3 -808 B 3 749
• T 4 -937
12
LEFT BRNG AREA REO'D 2.50HF/ 1.590F SQIN
T-34 RIGHT BRNG AREA REQ'D 2.50HF/ 1.59DF SQIN
Min. R-1.6x3
equal equal
T-34
ye
R-2.4x4.5 R-3.2x4.5 (No Spi)
T-34 R-4.8x6 (Spi) T-34 (No Spi)
T-56 (Spi)
7 to 28'-0"' I
Symmetrical ,bout Centerline . / 3 EQUAL PANELS BOT. CHORD
FILE NO T - 28 - . 9 - 33* TRUSWAL CONNECTORS I R.5.IFa.e 01 prime quarter 20 am is Its. it galeonued sneer cleat and are elSting.á500d an I000wn: DIGITS INDICATE SIZE OF PLATE IN INCHES.
DATE: I ,gg5j9 (interested by llreha T): booth 00' 55. in.. .12"..41" beg. Sects are panelled teapot Itie hi .110.25 or. Holed atom me. LUMBER: Shall be elnseaeatnglade 3 .pmees as naIad. (Douglas Fir may 2 / 6/,80
'aY• 'JO LBJ U4' (inolcalnd by prefix R): I 100111 p& 55 in,. .10.32 long. Teo:l. we 05002.08 100 per hole dl .25..5 00. Holes are in late. be nsssslened 01.0,0 Hees.Fo is 520052.1)
REF- R-25-78 DES RN-Plain 00icoled by p.01:. -AN-1: is caeeal P.5600 co.e,etlat e01. one.5 mid raw dl lanaI and holes 0111.1104. ttSaths •• darealas Ia fill. stock shed .100010.50r02093.
- POSITIONING: Plates 0ha5Sebaw5onxlhlacesetasssamplaeari moinea celdnrbnesmonedawihje.alceewllwaninssoawrm500olad rFcr base dcsgn values. See LC SO. Rae 5505 and RaE 1469
fI1YJ0014
campany
WILLIAM S. IIIOOSIOS &'ASSOCIATES
W. S. KROOSKOS, CIVIL ENGINEER FOUNDATION ENGINEERING
AL VENTON. ENGINEERING GEOLOGIST ENGINEERING GEOLOGY
4320 VANDEVER AVENUE SAN DIEGO, CALIFORNIA 92120 . PHONE 283-6506
March 30, 1983
Mr. Wally Rogers
Hermosa Construction Corporation
2551 State Street
Carlsbad, California 92008
SUBJECT: Inspection of Footin ure- .
Gary Winans Residenc z423
South End of Unicornio
La Costa Area, Carlsbad, California
Dear Mr. Rogers:
Job No. 83-6873
In accordance with your request we.have performed a moisture
inspection of the subject footings and slab area of the Gary
Winans residence.
On March 30, 1983, our staff engineering geologist performed
an on-stie inspection of the 24 inch deep continuous footings
and the proposed floor slab area. His inspection revealed that
the moisture content of the encountered soils is at least two
percent over optimum. conditions.
The scope of our services pertained only to the moisture inspec-
tion of the subject-footings and slab area. Previous soil
engineering services consisting of preliminary soil reports and
compaction reports have been performed by others which included
footing and reinforcement recommendations.
If you have any questions regarding this matter, please do not
hesitate to call. -
Respectfully submitted,
WILLIAM S. KROOSKOS & ASSOCIATES
William S. Krooskos, President
RCE 11318
/
& NG I NI_it I Nc;. INC.
APIC II I . I cil)PJIATIUN5
6*141 1 I C A NiN I•(.,I II I VAICfl
bAN liii I, .111 I.I.iA U21I
PHILIP II.NKIG ti! NILIlI , .AN iP,.fl !SR .!.i.54
PIIPIP.T 4..IVI& t'.. C.II M 0.. t iLl 1), 1 i/i LA MI A 44 I t.4
Rancho La Cc41a
route 1, Box 25O
Encinito, CLlllorllla 92024
. rIf Subject: hoject No, /0-1O-..oD
County P,init No. 13/35
Interim kc?oI I on Coiiip: . t .. ill :d O wl.,IiJ
And CIcsificciki of SiI ('t iidhiun;
Lots 1 to 10"I, inclusive, ) i 139, ilIJL JVC
192 to 253, in: li'Jvc, t' aJ CLr fain 'JIILLI Arcus
La Costa Mc.J._w Wit I .!.. 1
San Diego County, CJi1irnici
Gentlricn:
This is to rq;t thu results of tc5Is and ot rvutious iuJe in Otdc r to Inpcct tie LOVIPUCHCAI
of 111cd got.:.d placed on ccrtoin au:nc of L Ols I to 5, inclusive, 9 to 15, iiv:liivn, 23 i
inclusive, 53 to 59, incluivu, 61, 64, 6/ I., 72, i,iduve, 75 to 91, inclusive, 104 10 1(J),
Inclusive, 112 to 119, Inclusive, 121 to 1.4, incluivu, 160; 1/3 to 184, lncluive, 186 to 139,
inclusive, 192 to 218, inclu..ive, 220, 1, 222, 22.!, 231, 232, 23, 231 tu 24/, inclusive,
and portions at Unlcornlo Sttct, Aigci IicsJ, LucknluJ i Stiot, Luciwnaju I lace, AUsma
Street, Anlilcpo Street, Ahejoiro Sheet, Gillu Sticut, Petsa Street, Unicornio \'/oy, Unicornio
Place, Unicoinlo Court, Unicoinio SirLet, Ave Del Paruiso Street, Abdui Street, Abcdul Place,
and Zodiac Stie1t in La Costa Mcudow. Wit No. 1, San Diego County, California. Tests were
also token In soils placed as budJill over utility Iiii(:5 in Unit No. 1 and in cornpactcd fillcd
ground placed on Lots 466, 467, 48, 469, c'nd 470 of La Costa Mcado,is Unit No. 3. Compac-
tIng of fflkd wound has not ben comlikd on Lot 1 and the results of final tests and inspec-
tions on this lot will be included in our fi,jaI icjtrt en thh. unit. The fills on Unit No. 1 tcparted
herein wo.c placed during thu period Lck,coui NoVenibef 9, 1970 and ScpIeiilicr 20, 1971.
The cpproim te urcus and d.,tIis of fillvJioursJ placed under our inspection in accordance with
the approved seciuicqIions are shown on I lIe at tad 1.•d U awing No. I , enti I I ed "Location of
Compacted Flh.d Gro.mJ." The cliadino plan IIIeIJ br the placcinctit of ffl led ;iound was
prepared by tick Enginecu ing Company and lust tovised January 29, I ',11
The approximate locations at which the te.Is wumu ttikcn and the liii st results are presented
on pages 1-1 to 1-43, Inelusivu, uudci lie ' .laliiu of-'lest lesul is." jtoup of 9 tests taken
during the InitiiI grading of Alu 11xid ui i,iJuJod on pago 1-43 of io "Table of rest Results."
The loboratoty dtorminatIons of thu rnairUuu dry densities and optirnutit moisturo contents of
It
.hoj No. -1O--2d1)
Oci.r 12, 12>1 'Rancho Lu ¼.ca
thc• major fill rtiicIs ere prcscnled oii 1,t. ts I.- 1 ' id L-2, undur lit Lobotito.y Test 1ult." Sothe of the maximum dry dcnsitics shown i
n
l
i
:
"
T
L
'
t
e
o
f
T
e
s
t
R
e
s
u
l
t
s
"
wow combinatio ns, OF those. The tests were tol:cn during the wJ
I
>
p
e
r
i
e
d
s
i
n
d
i
c
a
t
e
d
b
3
1
0
w
:
Test Number
Wodz Ending
1 to 12, inclusive November 14, 19/0 13 to 48, inc1uive NóvcrnLr 21, 1970 49 to: 79, inclusive November 28, 1970 8010 10, inclusive December 5, 1170 107 to 159; inclusive Dccombr 12, 1970 1591o. 200, inclusive
December 19, 1970 201 to 247, iiiclusva January 2, 1971 to 319, inclusive .24a
January 9, 1971 320 to 360, inclusive January 16, 1971 361 to 441, inclusive January 23, 1971 442 to 552, inclusive January 30, 1971 553 to 629, inclusive February 6, 1971 630 to 705, inclusive February 13, 1971 706 to 774, inclusive February 20, 1971 775 to 870, inclusive February 27, 1971 871 to 947, inclusive March 6, 1971 948 to 1039, Inclusive
March 13, 1971 1040 to 1121, inclusive March 20, 1971 1122 to'1167, inclusive March 27, 1971 1168 to 1216, inclusive
April 3, 1971 1217 to 1232, Inclusive
April tO, .1911 1233 to 12/4, inclusive
April 17, 1971 1275 to 1283, Inclusive
April 24, 1971 1284
May 15, 1971 1285 to 1291, inclusive
May 22, 1971 1292 to 1293, Inclusive
May 29, 1971 1294 to 1303, Inclusive
June 12, 19/1 1304 to 1307, Inclusive Juno 19, 1971 1308 to 1.320, Inclusive
July 17, 1971 1321 to 1329, inclusive
August 7, 1971 1330 to 1335, inclusive
August 14, 1971 1336 to 1350, Inclusive
August 21, 1971 1351 to 1356, inclusive August 28, 1971 1357 and 138
Soptombei 11, 1971 1359 to 1370, Inclusive
Septombor 18, 1971 1371 to 1376, Inclusive September 25, 1971
Lots 190 and 191 wciu not giaded and th
e
r
e
f
o
r
e
r
e
m
a
i
n
a
t
i
h
e
l
r
o
r
i
g
i
n
a
l
n
a
t
u
r
a
l
s
l
o
p
e
.
I
The fi_ iulls vf r!- •r lli'jt tl:" i:;.ipactid flit
. ui..uu v; Lrn plccd Ct 93 tcc;t cfi iaI', di' i C; ;rco:.:r. It has I.•. d:crmn:cl lI,'jt the (ft rrctc-i als, coock.tJ to ) j;rc:nl of 1.t:• I! •:'iiituni di>' ! nIty, hivc a sufc bearing w,li of 1930 pnd per squam foot for cm.' fcot v,i r,:IiiflL'ul'. fotin foi,J..d at a minimum depth of onz foot baton uinh ra!3 c1,d p!c.L.d I 't Ot mu iiid tilo 1(1) of COm)CCt(:CI (hind ground If fooU, fin plC!CiJ cic:._r hi l: to:c-J SIr'.S thati 5 fc.t insk 1ku top of corr.pcck.J lUled iounJ iops, Ih thot'IJ I. I.ncrI c-ne foot bolw a 1 1/2 liorzontd to I vert icI line pi cj&.cl cu uulwcrd cmd dovii I iOfl a point 5 (cot horLun loll y in d, the lop of compacted filled j::iutid slcp..s. ii iiii..tL ih..,t 11h 11ho csiiuctc.cI fiIL.d Eputind is ndrquato to sotisfcctorily stpj)ort tijo ropo.J Wouli dwollin!jr, %%41h0ut dolt ini:ntot sottIcrii..n1-s.
.Expansive clay, silty clay, and cy ck' ujl:,
pkeJ in tim Lq..p.i thwo feat in crtairi comactJ fill wis ciriJ cako c.i!J In !!. u?Is_m II...o (cut L.;tuw finsln.d Vic do in cct lain cut areas. TIlL, final clagificationd of Ili soil conditions oxi.Iing on each lot ore prcsontcd as follows:
t) Soils Lo Is
I to 16, inclu1vt 134 to 149, IncIusiv 1%4. to , Inclusivu 152, 153, 154 34 to 50, lncIulc 158 to 161, Inclusivu 52 and 53 167 to 176, inclusive
clusivo 179 1o 182, inciusiva 66, 67, c4nd 63 184, 106 to 109, indiiivi 70 to 02, inçlusivu 194 to 230, incluivo 87 to 92, hucIudvt 234, 237 105, 103, 107 239 to 243, lncluslvu 117 to 131, Inclusive 246 and 247
Iii° 8 - Marriinally bcponsivo, Soils
Lots Lots
17, 51,54, 55, 56, 57 132, 133, 150, 151 65, 69, 83,Q, 05,86 155, 156, 157, 162 .22Z lOU, 109, 110 177 and 170 112 to 1 1, inclusivu 183, 192, 193, 238, 244 and 248
.1% JIIS
Lots Lots
33 163 to 166, Inclusivo 94 to 90, InJusivo 231, 232, 233, 235, 236, 245 100 to 103Thicluslvu 249 to 253, InclusIve 111, 116
iii fa,i'It" I Ii .1141 1 shiM..
j)
4hcjLI N. 't-
fc;cc Lc C.
Octo!•,r 12, 1971
It 1icccr.:c:;dd that ti'-.r fc toviit; , cit I d;i :, d p; ecautions he taken for the houses to
be constructcd on the c&v lots:
iyp: A I.ot
Avoid ik uc of isoltil J iiitcrt'r pio.-rs . Use continuous lootii js throughout,
and pkc tLsa at a i.i .h;iui k1111 oi Iwo feet bciow the lowest adjacent
cxlerior liii;. I Uround ti. h l..i:
rroc ILl iistorconi.i.I iuiflini ouJy wifli stool bctis all interior and
exitlior fis with .... .5 L.1 vt a i'.c!:. above the bottom of the footings
and onu 15 Lar pIcic.J 1 1/2 indtu U low the top of I he stems of the footiHgs.
Excrcha cvoly effort to c:1jrc that 1113 soil mimier th foundations and slabs has
a uniforni mMurc coni. !il, 1 perci:nt to 3 percent qrt ater than uplir1iumn through-
out the tm 3 1--cat boow finilicd grciclJ at the time of plucimig foundations and
slabs.
Use iciszd vi .ckn lOai. Ilit 5p1n L'Iv.ecncOnttnuow footings, or use all
conctote slabs with 6 10/10 wuItld Wif C fabric and provid3 a minimum
of 4 lnchci of clean sand bnctl'i all ccnireto stabs. A moisture barrier
should be provided in ii ur,d lciyer 2 iiichcs below slabs under living areas.
Y Separate carao slo from perir.;utos fotings by a 1/2 inch thickness of con-
struction felt or, cquivikhl, toc.i k:' uidpmndcnt movement of garago slabs
roIutivt Ic p:rimnuter toI iij. Asui oiiiplutc sepumation by extending the
felt over tLc lull d.ptI1 ol -111U hunt IlIiLklied edge of tha gaicige slab. Also,
cut off tk gatojo door OoOs at kast 1/2 inch uboe the stub.
( 6. Provide positiva draincirio from all IrIrnc'tcr footings to a horizontal
distance of (A least 6 ket outse the hou walls.*
Type 13 Lots
Those tots listed as Type LI 1o6 should follow all the above-listed recommendations with the two
following exceptions:
I . Thu continuci' footinjs ini' Iij placed at a minimum dcpth of 10 hichus bolow
the lowest adjucent cixtumior final Epound surface rôiher than the two foot
recomrn3nded for Typo A lots.
2. SInlo 04 bars placed as dltcctod (obovu) near tops and Liotiorns of all interior
and extemlor Footings may b3 ubzIiIuk.d for the 05 bars recommended for
Typo A lots.
RecomrriL,ndations 3 to 6, inclusive, as listed for Typo A lots, are also applicable to the Typo
Blots.
.' Lc CcIi
Only iicaexpine sl 6ondi0e.-nz %VOIC U. (1 ire t upper tliro feet on thz Type C lots
and therefore £p:chlly dcinLd iooinj:, ond will not be requhed on these lots.
; RcspcIIully submitted"
BENTON ENGINEEVING, INC.
(By
'
R. C. ien;er
--
RevIowJ b_c: 10
Phil p'H. Benton, Civil Erifnccr
Dlstr: (7) A'Jdrcsscc
(2) Rancho La Costa, Inc.
Attention: Mr. Burton L • Krrnur
Rick Enginccrin Company
Scn Djo County Duildint, lnp'd ion
Vista Office
Fj
III NIC)11 I iI.1411 I 111144. Iri;.
Ordinary roof coverings may be used only on buildings of
Group M occupancies. (City Ord. 8093)
Fire-retardant roofing is required on all residential
dwellings per City Ord. 8093.
1979 EDITION UNIFORM BUILDING CODE 3203
(e) Fire-retardant Roof Coverings. A fire-retardant roof covering shall
be any one of the following roofings:
I. Any Class A or B built-up roofing assembly.
Any mineral aggregate surfaced built-up roof for application to
roofs having a slope not more than 3 inches to 12 inches applied as
specified in Section 3203 (d) I consisting of not less than the
following:
Roof Deck.
Solid surface on noncombustible materials or minimum of V.—inch
plywood or 1-inch nominal boards or other material approved by
the building official.
Base Sheet and Plies
Four layers of Type 15 perforated organic fiber felt, or
Three layers of Type IS organic or inorganic fiber felt, and
Surfacing Material
400 pounds per roofing square of gravel, crushed rock, ceramic or
approved similar surfacing material, or
300 pounds per roofing square of crushed slag.
(See U.B.C. Standard No. 32-5 for mineral roofing aggregate weigh-
ing less than 60 pounds per cubic foot.)
Any built-up roof for application to roofs having a slope not less
than ½ inch to 12 inches applied as specified in Section 3203 (d) I,
consisting of not less than the following:
Roof Deck
Solid surface on noncombustible materials or minimum of ½-inch
plywood or linch nominal boards or other material approved by
the building official.
Base Sheet and Plies
Two layers of Type 15 organic fiber felt, or
One layer of 14-pound glass fiber felt base sheet, or combination
sheet, or
One layer of Type 30 organic fiber felt, or
One layer of Type 45 asbestos fiber felt base sheet, and
Cap Sheets
One layer of 90-pound mineral surfaced organic fiber felt cap sheet
(requires not less than two layers of organic fiber felt), or
Two layers of 55-pound mineral surfaced organic fiber felt split
sheet, or
One layer of 80-pound mineral surfaced asbestos fiber felt cap sheet,
or
One layer of 72-pound mineral surfaced glass fiber felt cap sheet, or
Two layers of Type IS asbestos fiber finishing felts.
Any Class A or B prepared roofing...
Any Class C mineral surfaced asphalt shingles laid so that there are
not less than two thicknesses at any point and the total weight per
roofing square is not less than 235 pounds.
Asbestos-cement shingles or sheets.
Concrete slab roof.
Metal roof covering.
Slate shingles.
Clay or concrete roof tile.
II. Any roof covering systems of wood shingles or shakes having a
Class B rating.
1½N.
1979 EDITION UNIFORM BUILDING CODE
Sec. 3305.
(j) Handrails. Stairways shall have handrails on each side, and every
stairway required to be more than 88 inches in width shalt be provided
with not less than one intermediate handrail for each 88 inches of required
width. Intermediate handrails shall be spaced approximately equal within
the entire width of the stairway.
EXCEPTIONS: I. Stairways 44 inches or less in width and stairways serv-
ing one individual dwelling unit in Group R. Division I or 3 Occupancies may
have one handrail, except that such stairways open on one or both sides shall
have handrails provided on the open side or sides.
2. Private stairways 30 inches or less in height may have handrails on one
side only.
Handrails shall be placed not less than 30 inches nor more than 34
inches above the nosing of treads. They shall be continuous the full length
of the stairs and except for private stairways at least one handrail shall ex-
tend not less than 6 inches beyond the top and bottom risers, and ends
shall be returned or shall terminate in newel posts or safety terminals.
Handrails projecting from a wall shall have a space of not less than 11/2
inches between the wall and the handrail. The handgrip portion of hand-.
rails shall be not less than 3¼ inches nor more than 2 inches in cross-sec-
tional dimension and shall have a smooth surface with no sharp corners.
NOT
¼ ACCEPTABLE
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LEUCADIA COUNTY WATER DISTRICT
APPLICATION FOR SEWER SERVICE
Owner's Name Geneva Morrow Phone No. 714-232-0533
Mailing Address —1232 .34X....st..._ —
San Diego, Ca 92102 SEWER PERMIT ISSUED UPON
Service Address: Un.tco.rn1oSt RECEIPT OF BUILDING PERMIT.
Tract Description: lot 60 La Costa Meadows unit 1 BULDING PERMIT MUST BE
Assessor's Parcel No. 21525012 APPLIED FOR BY
Type of Building s.f. No. Units 1 Connection Fee $600.00
Lateral Size: 4" 6" 8" _$addle. - Easement. prt{r prepd (200.00)..
Extra Footage: @ $________ ExtraDepth: @ $
Lateral Fee
Prorated Sewer Amount Rec'd
Ck. No/Cash - . Service Fee Date ____ To -A - Rec'd By
The application must be signed by the owner (or his authorized representative) of
the property to be served. The total charges must be paid to the District at the
time the application is submitted.
If a service lateral is required, it will be. installed by the Leucadia County Water
District. The service lateral is that part of the sewer system that extends from
the main collection line in the street (or easement) to the punt in the street (at
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 c0nstr9cti0n,
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 DlslRrci WILL BE CONSIDERED
INVALID AND WILL NOT BE ACKNOWLEDGED.
The prorated sewer service fee i3 based upon the data the Dstrict 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 undersigned hereby agrees that the above information given is correct and agrees
to the conditions as stated.
91A7 k cri I to
Owner's Signature / Date Account No.
22110
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