HomeMy WebLinkAbout2465 GARFIELD ST; ; 85-297; Permit- USE BALI POINT PEN ONLY & PRESS HARD APPLICANT TO FILL IN INFORMATION WITHIN qWAnFn ARFA ANr-) flf'I AQATI(mic
C P
Q I hereby affirm that I am licensed under
o 'pr001510n8'of Chapter 9'(commencing with
I- , "Section 7000) of Division 3 of the .Business
andProfeaslons Code, and my license is in
lcNoj42I Class
- i hereby aithm that i am exempt from the Conirac-
mr's License law for the following reason (Sec. 7031.5 Business and Protessions Code: Any city or county which re-
quires a permit to construct, alter, improve, demolish, or
repair any structure, prior to its issuance also requires the ap'
phcani for such permit to tile a signed statement that he is
licensed pursuant to the provisions or the Contractors -
License law (Chapter 9 commencing with Section 7000 of
Division 3 of the Business and Professions Code) or that is ex-
empt therefrom and the basis for the alleged exemption. Any :1 violation of Section 7031,5 by an applicant for a permit sub-
jects the applicant to a civil penalty of not more than Foe hun'
dred dollars ($500).
0 i, as owner of the property, or my employees with wages
* as their note compensation, will do the work, and the strac'
tore is not intended or offered Or safe (Sec. 7044, Business
.J and Professions Cede: The Contractor's license law does
not apply to an owner of property who builds or improves
thereon and who does such work himseg or through his own
employees, provided that such improvements are not intend'
W 'ed or offered for sate. ii, however, the building or improve Z mont is sold within one year of completion, the owner-builder
will have the harden of proving that he did not build or im'
.0 prove or the purpose Of sale).
XI, as owner of the property, am exclusively contracting
nh ircensed contractors to construct the 7044, project )Sec;
Business and Professions Code: The Contractor's license
Law does not apply to an owner of property who builds or im'
proves thereon, and who contracts for each projects with a
U) Z '
contractor(s) license pursuant 'to the Contractor's License
2
- - law). '
. o'
0 As a homeowner lam improving my home, and the follow- ing conditions exist:,Cr. .
- 1. The work is being performed prior to sale.
.
,.
.2. I have lived in 'my home for twelve 'months
o prior to completion or this work.
w • 3. have not claimed this exemption during the iast O three years. '
tam exempt under Sec. ' . B & P.C. Or this reason . -
0 i hereby affirmthat i have a certificate of consent
10' self-insure. , or a certificate 01 Workers'
- , Corrrpensaroe tnsurance, or a certified copy thereof
(Sec. 3809. Labor Coder
POliCY NO. 1 Z
-COMPANY!)
0 Copy •s trIed wrth the city
UJI 2
. 'O Certrired copy is hereby rurrxsrredIL
-
8 CERTIFICATE OF EXEMPTION FROM
- WORKERS' COMPENSATION tNSURANCE '
, (This sectionneed not be completed1 the perrel
is for one hundred dollars )0109) or less)
cc
UJI
,,, t certify rinat 0 he performance of the work to,
o which this permit is issued. t shall not emptoy any
person in any manner so as to become subject 10
nsa in E.TO AP te Ce
't,cate or Enernrpt , you 5 utO becorrre bteCl ro
dIne Workers' Compensation provisions of he labor
Code,. you must forthwith comply with, such
provisions or this permit stratI be deemed revoked
- t hereby altrerr mar mere is a construction
) lending agency for rue performance of the work for
l wInch this permit is issued ISec 3097, Curl Code)
I'.'lende,'sName1LER
,-
L lender's-Address -
/ • , \ •...CARLSBAD BUILDING DEPARTMENT' . APPLICATION & PERMIT 1200 Elm, Carlsbad, California 92008-1989 (619) 438'5525
JOB ADPREyS 0., AV, ST. RD. NEAREST CROSS ST. DATE OF APPLtCATION ,'tnT'uESS LICENSE it VALUATION PERMIT NUMBER
G1RFIEL$T, LOT BLOCK • SUBDIVISION 'ASSESSOR PARCEL NO. - CONTRACTOR -, PHONE C ZO' WE ' - I
L'E, ZOc)Z
~CONTRACTORS
. OWNER'S NAME \j ,4'\ OWNER'S PHONE V.J,(LLIt'-/1 L I'iU1e'.T
.. 7I - (59 SO
PLAN 1,0. # BLOC USE CODE "'''' . - CONTRACTOR'S ADDRESS 4iT5 'j 1tL-S2'1-- I22 LICENSE NO,
, ' OWNER'S MAILING ADDRESS - EZ+O9 L)-Ct.'.LS SO r'4 34 - - '• - -
DE SIGNER all p ,, 609 mu-tzFls LICENSE # STANDARD PLAN # • BUILDING SO. FOOTAGE
DSCRTtONOFWORK ,
cct.&r DESIGNER'S ADDRESS . DESIGNER'S PRONE - - 0/LUF00JL3'.JLJ I
-v Pc!,'Io24O - 7zq -'9sS cwJ65o t3/V5 itl6o.
' - - F/P FLRELEV, NO
'
OCCGP EDU '- - -
SAE - YO NO - -
' CENSUS TRACT.,: 1IGP,LAND USE. PARKING SPACE RES UNITS GRADING PERMIT ISSUED REDEVELOPMENT TYPE' 0CC LOAD FIRE SPR
- - AREA CObIST
— ,., . ,•,.,• ' ' . . 0.-c 0 , ND YO ND . ' Not Valid Unless Machine Certified' -
- I
PLUMBING PERMIT- ISSUEl QTY. MECHANICAL PERMIT- ISSUE 3 •,
SUMMARY/ACCOUNT NUMBER
EACH FIXTURE TRAP ('ID _ , INSTALL FURN. DUCTS UP TO 100,000 BTU - ' BUILDING PERMIT 01-00'00-8220
EAC 8,UItDIN'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 -
vl_ EACH GAS SYSTEM) TO 4 OUTLETS ' . .5t BOILER/COMPRESSOR 3-15 HP - TOTAL PLUMBING • 01-00-00-8222
- , EACH GAS SYSTEM S OR MORE - ,, , , 'V METAL FIREPLACE • - , - ELECTRICAL . - - 0100-00-8223 --•\- C) EACH INSTAL.. ALTER, REPAIR WATER PIPE VENT FAN SINGLE OUCTc .erlo - MECHANICAL .' ' 1-00-00-8224
- EACH VACUUM BREAKER ',• MECHEXHAUST - HOOD/DUCTS -' -'- -MOBILEI-IOME _01-00-00-8225
WATER SfYFTNER\';J w \'". ',• RELOCATION OFEA FURNACE/HEATER ' .'..•'•
EACH ROOF DRAIN (INSIDE)• ' • '
MOBILEHOMEPARKINSP __'.
SOLAR Ar 01'O0kL7-8226
- ' -
TOTAL MECHANICAL
' ' =
-
I_
STRONG MOTION - 8O-I3,1,61 -
TOTAL "TOTALPLUM8IN'..'.•_I' FIRE SPRINKLERS -
QTY ELECTRICAL PERMIT ISSUE ' QTY SOLAR ISSUE
_O1-227
PUBIJCFACILITI_FE_\I10O'6O_8933
RIDGE FEE
NEW CONST EA AMPISWTiBKR ' " COLLECTORS - '- SCHOOLFEE - DISTRICT
IPH -3PH STORAGE TANKS - - - . ' Carlsbad 80-92-21-0519
-
ExIST-'BL0G1EkAMI/SWT/BKR
-- '_
- ROCK STORAGE ' '- --._Encinitas - _80-92-22-0519 - • '
• - 3-PH __
• . PUMP ' . - San Diegajlo -80-92-23-0519
REMOOEL.ALTR PER'CiRCUiT' ' ' . PLAN CHECK FEE ' San Marcos -'80-92-24'0519
TEMPP,OLE2O0 AMPS .,,_• - . -. ' '-- _-'---,'' -
OVEIT200'AMPS,,__•' .._._, -._- LICENSETAX01-00-00-8162 -'
TEMPOCCUPANCY(30DAYS) _- ,••'- - .• . - MFF 80-92-57-0519
- -
• '
-
. - CREDIT DEPOSIT , - O
TOTAL ELECTRICAL
- - i -. ,, TOTAL SOLAR
TOTAL FEES PAYABLE
I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY Expiration. Every permit issued by the BuiidinOIficial under the provisionsobthis * AN OSHA pERMiT IS REQUIRED FOR EXCAVATIONS OVER Code shall by limitation void.become null and void. If the buildingor work CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE 50" DEEP AND DEMOLITION OR CONSTRUCTION OF expire authorized by suc permit is not commenced within 180 days from the date of such DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permil, or if the buildina or work authorized by Such permit 5 suspended or STRUCTURES OVER 3 STORIES IN HEIGHT ISSUED-TO COMPLY WITH ALL CITY. COUNty. AND STATE LAWS GOVERNING BUILDING CON- abandoned at any time aFrer Ihework is commenced for a period of 180 days' STRUCTIOt4 WHETHER SPECIFIEIT'HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND
. 'AP ROVED BY * - KEEP HARMLESS 'THEbmTY OF,.,CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND APPLICANTS SIGNATURE // 9WNER 0 CONTRACTO - •••' • DATE
EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEOUENCE-OF THE • - GRANTING OF THIS PERMIT. BYHONE -
a)
I
TYPE ,p AT, INSPEC
..BUILDING.,
FOUNDATION
REINFORCEDSTEEL
MASONRY
GUNITE OR GROUT
FLOOR &CEILINGSUB FRAME'
SHEATHING ROFftJ.SHAR
FRAME. ... ..
EXTERIOR LATH
INSULATION -
INTERIOR LATH & DRYWALL
PLUMBING
SEWER AND BL/CO DIPL/CO
UNDERGROUND 0 WASTE 0 VATER
TOP OUT 0 WASTE 0 WATER //,7d rZiZ
TUB AND SHOWER PAN
GAS TEST
O WATER HEATER 0 SOLAR WArER
ELECTRICAL
O ELECTRIC UNDERGROUND 0 WFFjER
ROUGH ELECTRIC /7ii ri7Z
O ELECTRIC SERVICE 0 TEMPORARY -
O BONDING 0 POOL
MECHANICAL
O DUCT & PLEM., 0 REF. PIPING
HEAT — AIR COND. SYSTEMS
VENTILATING SYSTEMS
-
CALL FOR FINAL INSPECTIQN WHEN ALL APPROPRIATE
IIMP.UV AV VRI.'IJHUVL).1 .zr ) cs
'FINAL I
PLUMBING.
ELECTRICAL
MECHANICAL - J\\- I
Pyfl
BUILDING
P(
SPECIAL CONDITIONS
I
ç ì -
-
' FIELD INSPECTION RECORD 4 -
REQUIRED SPECIAL INSPECTIONS INSPECTOR S NOTES
REQIF INSPECTORS INSPECTION CHECKED APPROVAL . ATE .. . -
SOILS COMPLIANCE . .
PRIORTO FOUNDATION INSP
STRUCTURAL CONCRETE OVER 2000 PSI
PRESTRESSED
CONCRETE,,,, .. . .*
POST TENSIONED _1 I
CONCRETE . . - . * •1
FIELD WELDING
HIGH STRENGTH.
SPECIAL MASONRY — ' I I - - -
..-
PILES CAISSONS
I ..0 .I*..__.... .
• :- ...- .
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1. •-
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208 *
'SAN DIEGO. CA 92123
(6 19) 560-1468
DATE: 0 APPLICANT
4 JURISDICTION
JURISDICTION: CQLTAD 0 PLAN CHECKER
DFILECOPY
PLAN CHECK NO: _* 0 u's
DESIGNER
PROJECT ADDRESS:_24G _cenI_D .
0, The plans transmitted herewith have been corrected where
necessary and substantially comply with the jurisdiction's
building codes. '.
El The plans transmitted herewith willsubstantiàlly comply
with the jurisdiction's building codes, when 'minor deficien-
cies identified on'the enclosed check list are resolved and
- .. checked by building department staff.
SM The plans transmitted herewith have major deficiencies
identified oh the ,enclosed check list and should be corrected
and resubmitted for a complete recheck,. •
0 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 submitte,d for recheck.
The applicants 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.
0 Esgi]Y staff did advise applicant that the plan check has
been completed. Person contacted:____________________________
Date contacted:. Telephone #
. .
a
BY :
E AG
Form 31584
' I
6-W (z
CORPORATION..) -.
ENCL:____________
aAJ CK
*
Al
APPLICANT COPY
C3 CITY COPY
o PLAN CHECKER COPY
Citp of Cartbab • 41 Submit fully dimensioned plot plan drawn / to scale showing location size, and use • of all existing and proposed structures
on the lot. Identify property lines and show lot dimensions and all easements. Show location of all cutor fill slopes
and approximate finish floor elevations for all structures and show elevations at • all. corners. Sec. 302(b)7.
• Indicate distance from canter-line of street - or alley to property liiie and distance from • curb to property line. Sec. 362(b)7
JURISDICTIONi A.LAC' DATE d. Plans, specifications and calculations shall PROJECT ADORESSz 24(o &ALt / be signed by a California State licensed engineer or architect. (California TO. 09A17- rJ (j çq Business and Professions Cods)
P.O. Esi 7_40 3. £!R' PRO?EC?tO
(LA6-> tAur-n(411A 2 O8 1.. Walls closer than 3 feet-to property lines
/ shall be one-hour fire-rated construction.
PLAN conrtot sn, have no openings, and shall have 30 inch parapets when the building floor area .xce.ds
SINGLE FAMILY AND DUPLEX DWELLINGS 1.000 square feet on any floor. (Table S-A Sec. 1709(a)
Plan Check NO•Pt •2t•?
S Projections. including eaves, may not extend Date plans received by jurisdiction '--S more than 12 inches into the 3 foot setback from the property tin.. S.c. 1710 and Date plans received by plan checker Sec. 504(b)
Date initial plan check comp1.t.d.S-30-S0y. iI. Projections, including eaves, shall be one- hour fire-resistive construction, heavy FOREWORD: PLEAS! READ Tel. (619) 360.1662) timber or of non-combustible material if
they project into the 3' setback area from Plan check is limited to technical requirements the property line. Sec . 1710 contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National I' Show location of pormanenti wired smoke l2l0ovJ ETI(. ,.)detcctor. Sec. Electrical Code and state laws regulating "orgy
conservation, noise nois. attenuation and access for / VAUJE bc,rno&) the handicapped. The plan check is based on / C. ROOM SIZES, LICWF, VVITILA?ONS AND GLAZING regulations enforced by the Building Inspection Department. You may have other corrections i,i. Ono room must contain a minimum of 150 square based on laws and ordinances enforced by the feet of superficial floor area. Sec. 1207(b) Planning Department, Engineering Department
or other departments. 34. Rabitable rooms, other than kitchen,, shall
• , contain at least 70 square feet of floor The items circled below need clarification, area. Sec. 1207(b) modification or change. All circled items have to be satisfied before the plans will ha in . Window area must be at least 1/10 of. the conformance with the cited codes.and regulations. floor area and a minimum of 10 square feet Per Sec. 303 (c). 1979 Uniform Building Code, per Sec. 1207(a). Appears to be deficient the approval of the plans does not permit the in violation of any state, county or city law.
21. Openable window area must be 1/20 of the / floor ares and a minimum of S square feet. In bathrooms, laundry rooms and similar . PLANS rooms. Minimum is 1.5 sq.ft. (Sec.1205(a) (7 Please make all corrections on the original ).1 tracings and submit two new sets of prints.
z4. One-half of all required window area most / be openable in and any original plan sets that may have - been returned to you by the jurisdiction, tGS C-iT4'i OF CL1i4t io. Provide mechanical ventilation capable of ' providing five air changes par hour in bathrooms. water closet compartment., laundry To • facilitate rechecking. lease identify. rooms and similar rooms if required windows n.*r to each circled it.., the sheet of are not provided. Sec. 1205(4) the plans upon which each correction on this sheet has been made and return this no habitable room other than a kitchen check sh.et with the revised plan.. shall be less than 7'0 In any dimension.
Indicate on plans the name of the legal
Sec. 1207(c)
/ owner and name of person responsible for Show that ceiling height for habitabl• the preparation jf the plans. Sec. 302(b) SOOSS 15 a minimum of 76. S.C. l27(a)
. 2'•-•'l•%
S., ••'
. Show ceiling height for laundry rooms,
/ hallways, corridors, and bathrooms is a minimum of 7'0 • Sac. 1207(a)
4. Provide 30 clear width for water closet
compartments and 24 clearance in front
of water closet. Sec. 1711(b)
31. No cooking room shall be used for steeping
purposes, unless complying as an efficiency living unit. Sec. 1208
Specify safety glazing for glazing in hazardous
locations such as glass doors, glazing adjacent to such doors and glazing adjacent
to walking surfaces. Sac. 5406
37. Glazing in shower and tub enclosures
(including windowal shall be tampered,
laminated or approved plastic.
Sec. 1711 (f)(g).juUCOuJ F
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 3.7. square feet with the minimum
openable width 20 and the minimum openable
height 24. Sec. 1204
79. Eaves and cornices may not project into
a required yard more than 2 inches for each
foot of yard width if required windows
open into the yard. Sec. 1206(d)
jo. 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.
/1. The loft you show does not comply as a mezzanine floor and is, by Building Code
definition, a story___________________________
D. EXITS, STAIRWAYS, AND RAILINGS
Ploors above the second story shall have
not less than 2 exits. Sec. 3302(a) 7'. Required exit doorways shalt be net less 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)
Provide 36 high protective railing for
porches, balconies, and open sides of landings. Maximum opening between railings shall be
less than 9. Sec. 1716
48. Show how guardrail connection details are
adequate to support 20 pounds per lineal
foot at a right angle to the top rail.
Table 23-a
0. Provide stairway and landing details. / S.c. .3305(b) 6 (c)
Maximum rise V and minimum run is 9.
Minimum head room is 6'-6.
C. Minimum width is 30.
7'. Handrails shall satisfy the following:
Provide handrail for stairways over 30
high when serving a single dwelling.
Title 24. See. T25-22(b)
Handrail shall b. 30 to 34 above the
nosing of treads. Sec. 3305(j)
C. Handrail projecting from awaIt shall
have a space not teas than 1 1/2 between
the walland the handrail. The hand grip portion of handrail shalt be net lass than I l/4 nor more than
2 in cross-sectional dimension.
Sac. 3305(j) (see attached)
sj. Every stairway Landing shall have a dimension,
measured in the direction of travel, at
least equal to the stairway width.
Sec. 3305(g)
A doer may open over a stairway landing
provided the door, in any position, does
net reduce the clear area of the landing,
in the direction of stairway travel, to
less than one-half the required width of
the stairway. Sec. 3305(g)
A door may open inward at the top step of
a stairway provided the top step is not
more than 7 1/2 lower than the floor level.
Sec. 3303(i)2
s/. 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)
Provide spiral stairway details:
Minimum run is 1 1/2 inches at a point
from where the tread is the narrowest.
Maximum rise is 9 1/2 inches.
Minimum headroom is 6 feat 6 inches.
Sec. 3305(f)
(see attached)
$'G. Sprial stairways may net be used for required
exits when the area served is greater than
400 sq. ft. Sac. 3305(f)
sft. Spiral stairways must have a clear walking
7 space of 26 inches between the column and
handrail. S.C. 3305(f)
Provide Z.C.3.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 p.r the approved fabrication plans. Sac. 306(a)48
and Sec. 306(f)
4. In buildings over 2 stories in height, provide
3/4 hour fire-rated assemblies for all
openings in the exterior well below or within i
10 feet horizontally of an exterior stair-
way. An exit balcony with 2 separated
stairways is .x.impt. Sec. 3305
lo. Exterior stairways shall not project into
the 3 foot setback from the property Lines.
Sec. 3305(n)
61 The walls and soffits of the enclosed useable
soace under interior stairs shall be protected
O
n the enclosed side as required for one-hour
fire-resistive construction. Sec. 3305(m)
VJun
/2. Minimum construction specifications shall
be made a part of the approved plans.
(See attached)
B. ROOFING
Specify, roof pitch.
Roof pitch is not adequate for roof type / specified. Specify minimum pitch of
7'. Spe&fy roof material and application.
Specify t.C.3.O. approval number for roof
materials not covered in UBC.
(74.) Specify roof slope for drainage or design
t su ort accumulated water. Sec. 3207(a) I 4 ,/I- - '//V1 a PjALLOt¼) / p Show roof drains and overflows. Sec. 207(a)
Provide skylight details to show compliance
/ with Sections 3401. and 5207 or provide ZCBO
approval number.
71c. Provide plastic roof panel details to show / compliance with Section 5206 or provide
ICBO number.
(78.) Show attic ventilation. Minimum vent area )...../ is 1/150 of attic area or 1/300 of attica
J area if at least 50% of the required vent
is at least 3 feet above.ceiling joists.'
Sec. 3205(06o) riT u(eEo
H. MASONRY
§4. Provide fireplace construction details or
/ note,construction to be per attached fireplace
standard drawing. Sec. 3707
8,. Show veneer support and connections comply
/ with Sec. 3002. 4.5,6. and Sec. 2516(a)
regarding ties and P9 wire in horizontal
joints or note construction to be per attached
sheets 30-1 or 30-2.
Show height and construction details of
/ all masonry walls. Chapter 24
Note that cleanout openings shall beprovided
/ at the bottom of all cells to be grout filled
over 4' in a single pour. • Cleanout shall
be sealed before grouting, after inspection.
Sec. 2415
97. 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
94. Show how masonry house walls retaining earth
are to be waterproofed. Provide detail.
94. Note that special inspection of the masonry
will be required forVSOO 0!si Cc&CS2E1
C. GARAGE AND CARPORTS
100 Garage requires one-hour fire protection
on the garage side of walls and ceilings 7 common to the dwelling. TabThB Sec.3UJ(b)
7 19'l.All elements supporting floor above garage
/ to have one-hour fire-resistive protection
on the garage side. Sec. 303. Beams and
Posts. not within the wall or ceiling con-
struction, must comply with CiSC. Table 43-A,
or be minimum 6" dimension beam and minimum
8" by 8" post.
104. Show 1. 3/8" solid core self-closing door
for openings between garage and dwelling.
Sec'
503(d)
IL Garages are not permitted to open into
a room used for sleeping purposes. Sec. 1104
1,/4. Openings between carport and residence
require self-closing doors and stationary
windows. Sec. 1214
1/5. Show garage framing section, size-of header
over garage opening, lateral cross bracing
at plate line and method of bracing garage
front. Chapter 23
NOTE: Minimum plywood diaphragm ratio is
3 1/2 to 1 or 2'8". Table 24-I
116. 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).
1p. Provide 18" raised platforms for any FAU,
water heater, or any other device which
may generate a flame or spark.
Note that continuous fire wall protection
shall be installed behind raised platform(s)
prior to framing platform.
B. FOUNDATION REQUIREMENTS
1/9. Note on plans that"A soils engineer shall
eva.luate any unanticipated uncompacted fill
or expansive soil or other soii problems disclosed during construction". Sec.306(a)12.
14. Submit soils classification determination
/ by a licensed engineer or architect based
on observation, test, borings, or excavations,
and containing comments on the degree of
expansiveness, compressibility and bearing
value. Sec. 2905
l?'l. Note on the plan the soils classification,
/ whether or not the soil is expansive, and
note the allowable bearing value. Sec. 2905
l,A. The foundation plan does not comply with
the soil report recommendation for this
project
l3. Provide notes on the foundation plan listing
/ the soils report recommendations for foundations.
slab and.building pad preparation.
1~4. Note on the foundation plan that "Prior / to the Contractor. requesting a Building
Department foundation inspection, the
soils engineer shall advise the Building
Official in writing that:
the building pad was prepared in accor-
dance with the soils report:
the utility trenches have been properly
backtilled and compacted, and:
the foundation excavations, forming
and reinforcement comply with the soils
report and approved plan."
l. 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
1,2'6. Show height of all foundation walls. Chapter 23
13I. Show height of retained earth on all foundation
walls. Chapter 23
l. Show distance of foundation to edge of
cut or fill slopes and show steepness and
heights of cuts and fills. Chapter 29
1$. Note on-plans thát'wood shall be 6" above
finish grade. Sec. 2417(c) 7.
t,io. Note on plans that surface water will drain
away from building and show drainage pattern
and key elevations. Sec. 2905(f)
1/i. Dimension foundation per Table 29A.
TABLE NO. 29.A—FOUNDATIONS FOR STUD BEARING
WALLS—MINIMUM REQUIREMENTS
DEPIII OF
FOUNDATION
WIDTH TNICZN(U sftow NUMBER THICKNESS OF OF OF NATUKAI. OF FOUNDATION W*U. FOOTING FOOTING suaFac STORIES (ISeflus) (lnslt,$) (Iac5ss) OF GROUND AND FINISH
CONCRETE UNIT MASONRY GRADE (locus)
1 6 6 12 6 12
2 8 8 15 7 18
3 10 10 18 8 24
NOTES:.
Where unusual conditions or frost conditions are found, footings and foundations shall be as required in Section 29074a).
The ground under the Boor may be excavated to the elevation of the top of the footing.
1,á2. Show foundation sills to be pressure treated,
or equal. Sec. 2517(c) 3..
1/3. Show foundation bolt size and spacing.
Sec. 2907(e)
Specify size, IC20 number and manufacturer I of power driven pins. Show edge and end
distance and spacing. Sec, 306(f)
1. Show size, imbedment and location of hold
down anchors on foundation plan. Sec. 2312(f)
Note on plan that hold down anchors must
be tied in place prior to foundation inspection
Sec. 2312(f)
1)7. Show adequate footings under all shear I walls. Sec. 2311(e)
Le. Show stepped footings for slopes steeper
than.l:lQ. Sec. 2907(c)
19. Show minimum 18" clearance from grade to 1 bottom of floor joists and minimum 12"
clearance to bottom of girders. Sec. 2517 lb. Show pier size, spacing and depth into
.undisturbed soil. Table 29-A
l/l. Show minimum under floor access of lB"x 24".
Sec. 2517
Show minimum under floor ventilation equal
to 1 1/2 sq. ft. for each 23 lineal feet
of exterior foundation with openings as
close to corners as practicable, to provide
cross ventilation on at least two approximate-
ly opposite sides. .Sec. 2517
I. FRAMING
160 Show all joists, rafters, beams, and posts
2 to 4" thick to be No. 2 Grade Douglas 9' Fir-Larch or better. All posts and beams / 5" and thicker shall be No. I Grade Douglas Fir-Larch or better. (Table 25-A-I)
I. Show wall bracing. Every exterior wood
stud wall and main cross partition shall
be braced at each end and at least every
25 feet of length with 1x4 diagonal
let-in brace or equivalent. Sec. 2518(9)5
164. Note cross bridging or blocking. Floor
joists and rafters more than 12" in depth
and spanning more than 8 feet shall be
supported laterally by bridging at intervals
not exceeding 8 feet. Sec. 2306(g)
1/3. Show blocking at ends and at supports
of floor joists, and for rafters at exterior
walls. Sac. 2506(g)
1/4. Show solid blocking at ridge line' and
at exterior walls on trussed roofs.
Sec. 2506(g)
1/5. Show double joists. Floor joists shall
be doubled under bearing partitions running
parallel with the joists. Sec. 2518(d) S
10. Show rafter ties. Rafter ties shall be
spaced not more than 4 feet on center -
where rafters and ceiling joists are not :nArAlIpl Sec 251*fhl
1/7. .Show rafter purlin braces to be not less
than 45 degrees to the horizontal. Sec. 2518(h)
1,0. Show 1/2" minimum clearance between top
plate of interior partitions and bottom
chord of trusses. (To ensure loading
will be as designed.)
349. Show double top plate with minimum 48"
Lap splice. Sec. '2518(g)4
l73. Show nailing will be in compliance with
/ Table 25-P.
1/7. Provide fire stops between stories, between
top story and roof space, at ceilings
and floor levels in interior and exterior
walls, in mansard roof or eyebrow so no
concealed or furred space is greater than
10' horizontally or vertically, between
stair stringers at top and bottom and
between studs along and in line with
stair run adjoining stud walls and partitions,
at perimeter of sliding door pockets,
between chimney and wood frame using metal
or inco,nbustibles for the fire stop and
at other places that could afford passage
of flame. Sec. 2517(f)
l. Show stud size and spacing. Maximum allow-
able stud heights: 20c4"8 16" is 14':
3"x4"&2"x6"@ 16"o.c. is 20. Sec. 2518(g)2
173 Note an A.I.T.C. Certificate of Compliance
for glued laminated wood members shall
be given to the Building Inspector prior
to erection. Sec. 306(fhitsTE IF6 . E oF IArrt
/4. Detail all post to beam and post to footing
connections. Sec. 2517(c) 4
i/s.. Specify nail size and spacing for all
shear walls, floor and roof diaphragms.
Indicate required blocking. Maintain
maximum diaphragm dimension ratios.
(Tables £,J, K).
),46. Show 3"x4" or 2"x6" studs in first story
of three story building. Sec. 2518(f)
1/7. Provide truss details and truss calculations.
3,18. Provide roof framing plan. Sec.
/9. Provide framing sections through____________
Section 302(a) 7
Specify all header sizes for opening over
4 wide. Sec. 2518(g) 7
i/Il. Provide calculations for____________________
Section 302(a) 7
1/2. In areas subject to water splash and in
exterior locations, wood columns and posts
shall be supported by piers projecting
at least 2" above the finished grad, and
shall bear on a'm.tal base'plate or treated
wood unless the columns or posts are foun-
dation grade redwood or cedar. Sec. 2517(c)4
2Ø. Show access to the attic or under floor / furnace to be minimum 30 inches by 30
'. inches. Sec. 708 & 709 UMC
219. Note that passageway to the attic furnace
I shall be unobstructed and have continuous
solid flooring not Less than 24 inches
wide. Sec 708 UMC
i'io. Show permanent electrical outlet and,
lighting fixture controlled by a switch
for the attic furnace. Sac. 708 (iNC
2/1. Show details to comply with Section '709
for furnace under the floor, Section 708'
for attic furnace, or Section 710 for
Wood shear walls shall not be used to roof or outside furnace. resist horizontal forces contributed by Note on plan, gas vents and non-combustible masonry in buildings over one story in piping passing through three floors or height. Sec. 2516(b) less shall be effectively draft stopped
Gypsum lath and plaster, gypsum sheathing , at each floor or ceiling. hOC 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
If cripple wall studs are Less than 14", 221 Note on the plan the amperage of electrical framing shall be solid blocking. Sec.2518(g)6RIZ2- service. V EXj'311&X.. UI ADIucr1' Cripple wall studs exceeding 4 feet in If the electrical installation is more height shall be 3 inch -by 4 inch or 2 an 200 amperes, show panel location inches by 6 inches when supporting '2 stories, and provide a single line diagram and Sec. 2518(g)6 load calculations including:
Show plywood sheathing over exposed eaves, Wiring method employed.
Sizes of all conductors, switches, or other weather exposed areas, is exterior circuit breakers, fuses, and conduits. grade. Sec. 2517(g) 3 C. Approximate length of service feeders. Show a weep screed at the foundation plate 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.
Provide an approved waterproof building Provide typical panel schedule(s). paper under wood siding. Sec. 1701(a) 2X3. Dwellings require minimum 100 amp service.
Specify an approved flashing for exterior 2,2'4 Show location of all electrical receptacle!. openings and parapet walls. Sec. 3208 2f'5. Electrical receptacle locations and/or Show corridor width to be minimum 36". spacing is not adequate in Sec. 3304(b)
Specify truss layout for 30" x 30" attic 2/6. At least one receptacle shall be installed access. outdoors, in basements and, attached garages, Ridges, hips, and valleys shall be at other than laundry outlets. Art. 210-25(b) least one size larger than supported rafters. Sec. 2518(h) 3 O.L) 247. Show minimum dwelling 1i4hting (NEC
Art. 210-26(a) and GEl'S in garage, baths Provide metal straps across ridge beam and outdoors. NEC Art. 210-8(a). and rafters. , "..-.'-
J. )CEA&XCA1.
All heating, ventilating, and cooling systems
and appliances shall comply with the Uniform
Mechanical Coda.
-------- 4'O. I'IQUC UCC4S 9QU4IU U &JC prov / Art. 250-81
-
' L. PLUMBING (Uniform Plumbing Code) 0. Show the size, location and type of all
heating and cooling appliances or systems. All plumbing shall comply with the' Unifrom
201 Show source of combustion air for' furnace Plumbing Code.
Show water heater size, type and 316.
7 2)12.
will comply with Chaper 6, U.M.C.
Every dwellingunit shall be provided with location on plans.
heating facilities capable of maintain- Show method of providing combustion air
ing a room temperature of 70 F. at 3 to fuel burning water heater. Sec. 1.307 feet above- the floor in all habitable 2 . 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 into bath or bedroom. Sec. 1309 20. Show minimum 30" deep unobstructed working 2,9. Provide adequate barrier to protect water space in front of-furnace. heater from vehicle damage. Sec. 1310 2'4. Note on plans,clearances to be per manufac- Show T and P valve on water heater and turers listing. Sec. 704 (iNC show route of discharge line to exterior
215. Furnace shall not be installed under any
42.
Sec. 1007(e)
stairway. Sec. 704 (iNC Provide dryer vent to outside. (iNC
$I6. Furnace shall not be installed in any
-
Sec. 1903
bedroom, bathroom, closet, or in confined 2/3. Note on the plan that hose bibbs and lawn space with access only through such room, sprinkler systems shall have approved unless specified as direct vent appliance, backf low prevention devices. -Sac. 1003 enclosed furnace or electric heating appliance.
Sec. 704 (iNC 2,44. Shower stall shall accomodate a
and have minimum floor area of 900 sq.in. .a 7. t Show IC3O approval for prefab fireplace
and provide approved installation instructions
UPC 909(d)
at job site.
Show Location of attic access with minimum
size 22" x 30". Sec. 3203
4. Show draft separation for attic areas .
in excess of 3.000 sq.ft. Sec. 3205
1 Show draft separation. for space between
/ dropped ceilings and floor above in excess
of 1.000 sq.ft. Sec. 2517
186. Specify plywood grade and panel indenti-
fication index. Table 25-J
When roof pitch is less, than 3:12, design
ridge as a beam. Sec. 2518 (h)
14. 40CSE tNSUt'.ttON i0UPtXZ$1
Show ,ec*LL5 of duplex Coffman .party) W.21 Is
and !oar. 3ssumotlas to ac:t&eve
Sound ?r3nsmtsllOfl .155 15f racing
in wAlLs of SO .tectl,I .1nd an (apact
(nlaclon tasa (11L) rcng on (tour.
ce&t&stq Of 50 i.a. Title 23
Show now penetration of assonolial for
piping. .Lect:ical devices. recessed cabinets.
34t1*tuSs. soffits. or heating ventilating.
or exhaust ducts snail he seated. Lined.
or insulated to ma&ncazn required sound
transmission rating. Title 23
l4. Provide insulation in walls and ceiling
to achieve S?C of 50 betWeen garage and
Living area if garage is. is not controlLed
by resident Title 25.
IERCY CooSESVA?!ON, Pt.... Read
New State Mandated Regulations
(Calif.Main. Cod.) became effective Jun. 16. 1963 and require that the design satisfy one of the alt.rnative energy packages (see attached packages A B, C, 1. 2. 3. 4 and All 163). The
law also requires that many mandatory
consurvacion items be satisfied. is in Zone_____
Copies of the Residential Energy Conservation Manual may be obtained
from: Publications Unit.' California
Energy Commission, 1111 flows Ave. I50.
Sacramento, California 95825, (tel. (916) 920-6216)). California Building
Officials also maintain a telephone 'hotline' between los0o A.M. and Noon
and, 1:00 P.M. to 4*00 P.M. at (916) 456-3823.
Show on the title sheet of the plans.
the alternative energy package that was selected i.e. A. B. C. 1. 2, 3. 4. or AS 163 to show co.plianc., and
provide calculations and other data, -
appropriate to that selected package.
2ft3. The responsible designer should sign a statement, on the elan title sheet. The design submitted substantially
conforms to the Energy Regulations
for Residential Buildings'.
Show the R value for the walls and ceiling and related areas.
S. Note that the insulation used shall
comply with California Quality Standards.
21$. Note the insulation installer shall
post a signed certificate, in a conspicious
place in the building, itating the
insulation complies with title 24. Chapter
2-53 and Title 20, Chapter 2, Subchapter 4. Article 3.
27ft. Note doors and windows, including skylights, between conditioned and non-conditioned
space shall be fully weatherstripped.
Note on the framing plan that weather-
stripping. caulking or sealants must be used to limit filtration in the building envelope at the following locatiooas Exterior joints around windows and door frames; between wall sole plates and floor., and u.twven exterior waiL paneis;
penetrations in walls, ceilings, and
floors for plumbing, electricity. and
gas lines; openings in attic floor.:
and all other openings in the building
envolopu.
19. Not# that doors and window, to be certified
and tacelad as complying with the Energy
Regulations.
.,10. Note fans exhausting air to have back
draft dampers.
2SI. Note at the exterior wall fireplace
?ir.ptace to have minimum six square
inches of outside air: to have glass
or metal door covering the entire opening
of the firebox; to have tight-fitting
damper with readily accessible control
and should not have a continuous burning
pilot light'.
212. Note ducts shall comply with Chapter 10,
1976 (iNC and shall be tightly sealed
with mastic or tape.
3. Note at the water heater location water
heater to have wrap of R-12 external Insulation'.
2&4. Not., where water heater is in unconditioned
( 'space. the-first five feet of outlet
pipe to have R-3 wrap.
20%. Note all circulating hot water pipes
I in unconditioned spaces shall be insulated.
26. Note that all gas fired heating and f cooling appliances, showers and faucets
shall comply with the Energy Efficiency
Standards.
287 Show, at bath and kitchen, that the
general lighting shall have an efficiency
of not less than 25 lumen.' per watt
i.e. florescent.
Note that heating or cooling systems/ (except heat pumps) shall have an auttig
thermostat with mechanism which can be
manually programmed to automatically
not back the thermostat set points for at meat two periods within 24 hours.
219. Show'the size, type and location of / the space heating (or cooling) system
and provide energy calculations if the output BTU/Mr. exceeds 45.000 BTU/Mr.
A output.
2f0• Show make and medal for PAN and water hoster
are on State ampgd list.
21. Outdoor p0011 w&tfl fossil fuel heaters
/ r.quze pool covers as well a otner energy
saving devices sucS as time clocks, etc.
T .2O-L 406
MISCLLANEOUS
3A1. Show a minimum 2' air space and flashing
between planter and building walls.
Sec. 2517(e)
302. Specify material to be used under the
shower tile. Sec. 1707(a)
39'3. Specify Lath and plaster to comply with
/ Chapter 47, UBC.
3a'4. Two 3/4' copper pipes must be installed
/ from water heater location to convenient
location of future solar panels (City Ord.)
3. Provide sleeves (roof jacks) in roof for
/ two future' 3/4 copper pipes to cunvenient
location of future solar panels (City Ord.)
39g. Not that solar water Diping is to be insulated
/ in areas that are not teated or tooted.
(City Ord.)
o Building plans are substantially correct and complete.
Sys
Dates
O Building plans would be substantially correct
and complete is minor corrections are made at counter.
Bys
Dates
Building plans require major corrections and complete plan recheck, by plan check
engineer, is required.
8ys C.,MV AK16PEI
Oat., PVA'1 3), 1,16,95
If you have any questions regarding
this plan check, please call _oA'1
at O- 14LO
We would also be pleased to meet with
you, at no charge, if additional assistance is needed.
Dates -3o-fc ' Jui'isdiction CAktgpP
Prepared -
B1d. Dept.
VALUATION AND PLAN CHECK FEE E3 Esgil
PLAN CHECK. NO •, ' - '
BUILDING ADDRESS -24. 1ARL.D ¶1 - ?oo bDrn'1\i
APPLICANT/CONTACT lyntj p y PHONE NO.________________
BUILDING, OCCUPANCY -L • DESIGNER PHONE___________
.-TYPE OF CONSTRUCTION CONTRACTOR PHONE____________
BUILDING PORTION ' BUILDING AREA 'VALUATION
MULTIPLIER
VALUE .,
bjiNt, AQi 1-s -:70
Air Conditioning
Commercial '
Residential
-
@
Fire Sprinklers
Res. or Comm.
@ ' -
Total-Value ' S67Z-
Fee Adjusted To Reflect ' 0 Energy Regulations (Fee x 1.1) • • '•'
[3 Handicapped Regu1a4tions (Fee'x 1.065)
Building Permit Fee. $ • ' .' S
Plan Check Fee $ ' '• $ ZD1O
C'OM MEN TS: ' ' :' • ...•
44 • • '
4 •
8/4/82
DAT PLAN CHECK NUMBERLL2__~z ADDRESS -
- PLANNING:_
,J
TYPE OF STRUCTURE 2 ticofll -Ofloo - . ZONE:______________
SCHOOL FEES: SAN DIEGUITO
ENCINITAS_____________________
CARLSBAD_______________________ SAN MARCOS______________________
% COVERAGE REQUIRED SETBACKS______________
BUILDING HEIGHT__________________________
FENCES/WALLS________________________________
TWO CAR GARAGE______________________________
COMMENTS:
FRONT •
SIDE
REAR
Of
con
REDEVELOPPIENT APPROVAL REQUIRED:________________________________________________
Lu
c:cr
LANDSCAPE PLAN COMMENTS:________________________________________________
_
_
_
_
ENVIROENT'AL REQUIRED:
ADDITIONAL COMENTS:
OK TO TO FINAL: DATE:_____________
.ENGINEERING LEGAL DESCRIPTION VERIFIED? A.P.N. CHECKED?—
P.F.F. PARK IN LIEU
R.O.W: IMPROVEMENTS:
E..U:
SEWER:
LATERAL: DRIVEWAY:
LLJ GRADING PERMIT:Lu ui
DRAINAGE:
EASEMENTS: 7 w/f ADDITIONAL COMMENTS:
cm uj •
-
Cr
OKTO ISSUE DATE
* ENGINEERING INSPECTION REQUIRED: -
PUBLIC WORKS INSPECTOR:
S _-
FINAL OK: DATE:' •
* IF THIS ITEM IS NOT CHECKED, BUILDING DEPARTMENT WILL MAKE ALL INSPECTIONS
(DRIVEWAYS, CURB CUT, DRAINAGE, ETC.)
AR. Barry and Assoc.
Civil Engineer
Box 348, Encinitas, CA 92024
April 18, 1985
4-Design
P.O. Box .240
Carlsbad, CA
Attention: Daniel Goudy
Subject: Laboratory test results and soil bearing capacity
calculations for the 2nd story addition for 2465
Garfield Street, Carlsbad, California
Dear Mr. Goudy:
Due to a delay in shear test results, two letters were prepared indicating
that the existing 12" x 12" continuous.footing is adequate to support the
proposed 2nd story loading, based on density tests and observation.
The results of the direct shear test confirm our original conclusion.
Very truly yours,
Q'? 44tj T
A. R. rry2
RCE 27683
ARB:drp
[I
Laboratory Test Results
Test Number Test Pit Field Moist Dry Density Per Cent
% Dry Wt. Compaction
1 1 5.6 117.2 92.7
2 2 5.4 112.6 91.4
OPTIMUM MOISTURE, Maximum Density
Soil Description Max Dry Density Optimum Moisture
(lb./cu. ft.) 7. Dry Weight
SP (Sand with small
amount of SIH) 126.5 8.5
SP (Sand with small
amount of SIH) 126.0 8.0
Direct Shear (Undisturbed ring sample)
Pit 112 - bottom of footing level
= 30
C = 150 lb/ft2
= 112.6
Soil Bearing Capacity Calculation
q0 = ?IB x N ar + CN +DN
r = 112.6
B = 1.0
D = 1.0
N. = 5.0
NC = 18.0
= 7.4
Terzaghi
Local Shear
FO = 281.5 + 2700 + 833.24 = 3814
Based on a 2000 lb/ft loading on:the footing
Safety factor = 3814/2000 = 1.9 O.K.
Existing 12" x 12" footing is adequate to support the 2nd story load.
If you have any questions, please call me at 753-9940.
Sincerely,
(74fl
A.R. Barry/
RCE 27683
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