HomeMy WebLinkAbout1241 CARLSBAD VILLAGE DR; ; 77-7377; Permit\ ' #-"' / ' " •"-
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CARLSBAD, CALIFORNIA 92008 f __;. _
Phone 729-1181 peTS.rNn^'^'/^^V1 ^
ASSESSOR S
PARCEL NUMBER
TRACT BOOK PAGE PAR
OWNER i j" MAIL ADDRESS ZIP PHOME
CONTACTOR MAIL ADDRESS PHONE STATE LIC NO CITY LIC^NQ
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ENGINEER ..-1 It AIL ADDHESS PHONE LICENSE NO
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8 Class of work OvNEW O ADDITION
NO BDRMS NO BATHS
C ALTERATION D REPAIR D MOVE D REMOVE A
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11 Valuation of work $ y ^ .* /f*g*\t>i O
SPECIAL CONDITIONS
1
i
APPLICATION ACCEPTED 8v PLANS CHECKED BV AF
DATE LV
NOTICE
SEPARATE PERMITS ARE REQUIRED FOR EL
ING HEATING, VENTILATING OR AIR CONDITI
THIS PERMIT BECOMES NULL AND VOID IF WO
TION AUTHORIZED IS NOT COMMENCED WITH
CONSTRUCTION OR WORK IS SUSPENDED OR A
PERIOD OF 120 DAYS AT ANY TIME AFTE
MENCED
1 HEREBY CERTIFY THAT 1 HAVE READ ANAPPLICATION AND KNOW THE SAME TO BE TR
ALL PROVISIONS OF LAWS AND ORDINANCES
TYPE OF WORK WILL BE COMPLIED WITH WH
HEREIN OR NOT, THE GRANTING OF A P
PRESUME TO GIVE AUTHORITY TO VIOLATE
PROVISIONS OF ANY OTHER STATE OR LOCAL
CONSTRUCTION OR; THE^rPERFORMANCE OF
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Type of._,.~, f • 1 CSi(upancy , /•-»!*'?
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Zone JJj /<J^"^ Z°ne fT^^'Osf Required QYes QNO
^ OTFSTREET PARKING SPACES
Dwell, ngunlts & CoveredO SQFl' Ooen /^T"
Special Approvals Required Received Not Required
PLANNING DEPT
HEALTH DEPT
FIRE DEPT
SOIL REPORT
OTHER (Specify)
ENGINEERING DEPT
WATER DEPT
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PLAN CHECK VALIDATION CK
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INSPECTOR
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INSPECTION RECORD
FOUNDATIONS
SET BACK
TRENCH
REINFORCING -
FOUNDATION WALL &
WEATHER PROOFING
CONCRETE SLAB
FRAMING
INT LATHING OR DRY-WALL
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MASONRY
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FINAL
DATE
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REMARKS
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INSPECTOR
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PLUMBING PERMIT APPLICATION
City of CARLSBAD, CALIFORNIA
Applicant to coniplete numbered spaces only Permit No 7
JOB ADDR ESS
WAIL ADDRESS
"l^* * X**" --"'c MAIL ADDRESS l_ 1 C E H S C N O STATE CITY
MAIL ADDRESS LICENSE NO
EfJOINEEH MAIL ADDBE55 LICENSE NO
COMPENSATION fN5 CARRIER MAIL AOOBESS
USE OF BUILDING
8 Class of work Q ADDITION D ALTERATION D REPAIR
PERMIT FEES
No Type of Fixture or Item Fee
SPECIAL CONDITIONS WATER CLOSET (TOILET)
BATHTUB
LAVATORY (WASH BASIN)
SHOWER
KITCHEN SINK & DISP
DISHWASHER
APPLICATION ACCEPTED BV PLANS CHECKED BY APPROVED FOR ISSUANCE BY LAUNDRY TRAY
CLOTHES WASHER
±
WATER HEATER
NOTICE
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC
TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF
CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR APERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM
MENCED
i HEREBY CERTIFY THAT i HAVE READ AND EXAMINED THIS
APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT
ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS
TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED
HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT
PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE
PROVISIONS'QF ANY OTHER STATE OR LOCAL LAW REGULATING
CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION
URINAL
DRINKING FOUNTAIN
FLOOR— SINK OR DRAIN
SLOP SINK
GAS SYSTEMS NO OUTLETS
WATER PIPING & TREATING EQUIP
WASTE INTERCEPTOR
VACUUM BREAKERS
LAWN SPRINKLER SYSTEM
SEWER
CESSPOOL
SEPTIC TANK & PIT
NATURE OF CONTRACTOR OH Ay TH O R I i E D/»C EMT ~ / (DATE)/ ~*
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ROOF DRAINS
— ,
PERMIT
SIGNATURE OF OWNER (F OWNER BUILDER)TOTAL FEE
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PLAN CHECK VALIDATION CK M O CASH PERMIT VALIDATION CK M O CASH
INSPECTOR
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DATE
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ITEM REMARKS
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INSPECTOR
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PLUMBING PERMIT APPLICATION
City of CARLSBAD, CALIFORNIA 92008
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AIL ADDRESS PHONE LICENSE NO
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NOTICE _X
THIS PERMIT BECOMES NULL AND VOID IF WO
TION AUTHORIZED IS NOT COMMENCED WITH
CONSTRUCTION OR WORK IS SUSPENDED OR ft
PERIOD OF 120 DAYS AT ANY TIME AFTE
MENCED
1 HEREBY CERTIFY THAT 1 HAVE READ AN
APPLICATION AND KNOW THE SAME TO BE TR
ALL PROVISIONS OF LAWS AND ORDINANCES
TYPE OF WORK WILL BE COMPLIED WITH Wh
HEREIN OR NOT THE GRANTING OF A P
PRESUME TO GIVE AUTHORITY TO VIOLATE
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GOVERNING THIS
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ERMIT DOES NOT
OR CANCEL THE
LAW REGULA1 ING- CONSTRUCTION
1 (OATtl
(DATE)
PERMIT FEES ,
No
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F
Type of Fixture or Item
WATER CLOSET (TOILET)
BATHTUB
LAVATORY (WASH BASIN)
SHOWER
KITCHEN SINK & DISP
DISHWASHER
LAUNDRY TRAY
CLOTHES WASHER
WATER HEATER
URINAL
DRINKING FOUNTAIN
FLOOR— SINK OR DRAIN
SLOP SINK
GAS SYSTEMS NO OUTLETS
WATER PIPING 4 TREATING EQUIP
WASTE INTERCEPTOR
^"VACUUM BREAKERS
LAWN SPRINKLER SYSTEM
SEWER NUMBER CLEAN01ITS
CESSPOOL
SEPTIC TANK 8. PIT
ROOF DRAINS
ISSUANCE FEE S
TOTAL FEES $
Fee
$
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INSPECTOR
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INSPECTION REPORTS
DATE
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HEM REMARKS
-
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INSPECTOR
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ELECTRICAL PERMIT APPLICATION
:. City of CARLSBAD, CALIFORNIA 92008
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JOB A CO
1 LEGAL
OWNER
2 Kim
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LOT NO
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ARCHIT(CT OR DESIGNER "
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COMPENSATION INS CARRIER
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USE OF BUI LDINC
7
8 Class of work LI
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NEW D
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ADDITION
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MAIL
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ADDRESS ZIP PHONE
ADDRESS PMONE L CENSE NO STATE CITY
ADDRESS PHONE L CENSE NO
ADDRESS PHONE LICENSE NO
ADDRESS BRANCH
D ALTERATION D REPAIR
f
SPECIAL CONDITIONS
-
•
-
APPLICATION ACCEPTED BY PLANS CHECKED BY APPROVED FOH ISSUANCE BY
DATE
NOTICE
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC-
TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF
CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A
PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM
MENCED
1 HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED THISAPPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECTALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THISTYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIEDHEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOTPRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THEPROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATINGCONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION
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SI 6NAT-URC OP OWNER (1 r OWNER BUILDC O
WHEN PROPERLY
(OATEJ
PERMIT FEES
ISSUANCE OF EACH PERMIT
NEW CONSTRUCTION, FOR EACH
FUSE OR BREAKER
NEW SERVICE ON EXISTING BLDG
FOR EA AMPERE OF INCREASE
IN MAIN SERVICE, SWITCH, FUSE
OR BREAKER
REMODEL, ALTERATION, NO CHANGE
IN SERVICE, FOR EA AMPERE OF
INCREASE
TEMP SERVICE UP TO AND INCLUD-
ING 200 AMP
TEMP SERVICE OVER 200 AMP
PER 100
PERMIT FEE
No
400
Each
,PS
Fee
y
ion
irra
VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT
PLAN CHECK VALIDATION CK MO CASH PERMIT VALIDATION CK M O CASH
INSPECTOR
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INSPECTION REPORTS
DATE ITEM
•
REMARKS
•
-
INSPECTOR
USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC
*./_'
MECHANICAL PERMIT APPLICATION
/ r "-City"of CARLSBAD, CALIFORNIA 92008
Applicant to complete numbered spaces only PnOflG 7 29~1 181 Permit No
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JOB ADDR ESS " "
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MAIL ADDRESS ZIP PHONE
MAIL ADDRESS PHONE STATE LIC NO CITY LIC NO
MAIL ADDRESS "HOUE LICENSE NO *
MAIL ADDRESS PHONE LICENSE NO
MAIL ADDRESS BRkNCH
D ALTERATION D REPAIR
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SPECIAL CONDITIONS
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APPLICATION ACCEPTED BY
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PLANS CHECKED BY
NOTICE
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TION AUTHORIZED IS NOT COMMENCED Wl
CONSTRUCTION OR WORK IS SUSPENDED OF
PERIOD OF 120 DAYS AT ANY TIME AF
MENCED
I HEREBY CERTIFY THAT I HAVE READ P
APPLICATION AND KNOW THE SAME TO BE
ALL PROVISIONS OF LAWS AND ORDINANCTYPE OF WORK WILL. BE COMPLIED WITH
HEREIN OR NOT, THE GRANTING OF APRESUME TO GIVE AUTHORITY TO VIOLA
PROVISIONS OF ANY OTHER STATE OR LOC/
CONSTRUCTION OR THE PERFORMANCE
SIGNATURE Of CONTRACTOR OR AUTHORIZED AGENT
SIGNATURE OF OWNER (1 'OWNER BU ILDER)
APPROVED FOR ISSUANCE B/
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VORK OR CONSTnW
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TER WORK IS ;0v1
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TRUE AND CORF E :T
ES GOVERNING THIS
WHETHER SPECIFI ED
PERMIT DOES N DT
TE OR CANCEL THEkL LAW REGULATING
OF CONSTRUCTIOnL
(DATE) /
(OATE)
Type of Fuel Oil Q Nat Gas D LPG D
PERMIT FEES -
No
t/
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f
/
1
^
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Type of Equipment
Air Cond Units-H P Ea t/~f 3f j /^- "*£. &S '/"^
Refrigeration Units-H P Ea
Boilers-H P Ea
-spas Fired AC Units-Tonnage Ea
F\rced Air Svstems-B T U M Ea
Gra\ity Systems— B T U M Ea
Floof Furnaces— B T U M
WallHeaters.-B TU M
UnidHefaters-BTU M
Evaporative Coolers
Ck/thes Dryers
Y/entilation Fan
^ange Hood
/Air Handling Unit- C F M
Incinerator ,,
ISSUANCE FEE $
- TOTAL FEES $
, Fee
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WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT
PLAN CHECK VALIDATION CK M O CASH PERMIT VALIDATION CK M O
INSPECTOR
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INSPECTION REPORTS
DATE ITEM REMARKS
•
-
"
INSPECTOR
USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC
MECHANICAL PERMIT APPLICATION
City of CARLSBAD, CALIFORNIA 92008
^_ ' *
Applicant to complete numbered spaces only , PhOfie 729-1181 Permit No
JOB AOOR ESS ~^~7 r * "
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OWNER MAIL ADDRESS ZIP PHONE
CONTRACTOR MAIL ADDRESS PHOSE STATE LIC NQ CITY LIC NO
3 / -
4
ENGINEER MAIL ADDRESS PHONE LICENSE NO
5
L«6,ClDjy*C»' MAIL ADDRESS BRANCH
6 f ^7 f ^f..^ /.-TITS?
USE OF BIMUJINC ' ' " "~ "" >•" ~S~
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8 Classofwork C NEW D ADDITION D ALTERATION D REPAIR
9 Describe work v . '
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SPECIAL CONDITIONS
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APPLICATION ACCEPTED BV PLANS CHECKED BY APPROVEQ'FOfe ISSUANCE BY
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NOTICE
THIS PERMIT BECOMES NULL AND VOID 1 F WORK OR CONSTRUC-
TION AUTHORIZED IS NOT COMMENCED WITHIN 120 DAYS, OR IF
CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A
PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM
MENCED
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS
APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT
ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS
TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED
HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT
PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING
CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION
^
3I6NATI RE OF OWNFH IIP OWNER BUILDEH) [DATE)
Type of Fuel Oil D Nat Gas D LPG' D / * '""'
PERMIT FEES ;,/
No
IA*
Type of Equipment
Air Cond Umts-H P Ea
Refrigeration Units-H P Ea
Boilers-H P Ea
Gas Fired AC Units-Tonnage Ea
Forced Air Systems— B T U MEa
Gravity Systems-B T U M Ea
Floor Furnaces— B T U M
Wall Heateri-BTU M
Unit HeDters-BT U M
Evaporative Coolers
f Clothes Dryers
» Ventilation Fan
Range Hood
Air Handling Unit- C F M
Incinerator
ISSUANCE FEE $
TOTAL FEES $
Fee
$
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PLAN CHECK VALIDATION CK M O CASH PERMIT VALIDATION CK CASH
INSPECTOR
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DATE ITEM REMARKS
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REQUEST, FOR INSPECTION
INSPECTOR
OWNER
PERMIT NO
TIME
DATE
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d ROUGH ELECTRIC
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n SIGN
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PERSON TAKING REPORT
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INSPECT*OR_U_
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TIME
DATE
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SPECIAL INSTRUCTIONS.
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D GROUT -GUNITE
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D SHEATHING D ROOF D SHEAR
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D FINAL
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D TEMPORARY SERVICE
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D SOLAR WATER
D FINAL
SPECIAL INSTRUCTIONS
MISCELLANEOUS
D CONDITIONED AIR SYSTEMS
D SOLAR HEAT
D PATIO
D POOL D SPA
D SIGN
D GRADING
D DRIVEWAY
D FINAL
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INSPECTION TIME
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Address..
BUILDING
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Drywall
Fdn Forms
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Total Allowable Floor Area
Basis for Increase
GENERAL PLAN CORRECTION LIST
Based on 1973 Edition of the Uniform Building Code
Plan Check No uation
Use
Type of -t7—_
Construction^- .T
Sq Ft Fire Zone No
Floor Area — 5^77/^
Floor (Max )
Floor (Total) . .
Occupant Load . .
ccupancy
Classification * ".^
<7Stones - ~-~.
Sq Ft
Sq Ft
COMMENTS OR ASSUMPTIONS
Corrections checked below are to be made on plans before permit is issued
The approval of plans and specifications does not permit the violation of any section of the Building Code, or other City Ordinance or
State Law
-
1
2
3
4
5
6
7
8
9
GENERAL
Valuation should be $
Show job address on plans
Give name of person responsible for plans
Submit fully dimensioned plot plan
Give all dimensions on plot plan v
AREA LIMITATIONS AND GENERAL
OCCUPANCY REQUIREMENTS
Ground elevations should be shown at corners
The ground elevations should be taken at the
lowest point between the exterior wall and a
point 5 feet out or at the property line, if
within 5 feet of a public sidewalk, alley, or
other public way, the ground elevations should
be the elevation of the public way The number
of stories m this building cannot be determined
until this data is furnished
The total floor area is limited to
square feet Sections 505 and 506
Unobstructed yards of feet should
be maintained on sides
Provide details to show that
hour area separation walls should comply with
Section 505 (c)
(a) Extend vertically from the foundation to a
(b) Total width of all openings limited to 25 per
cent of the wall length in the story under
consideration
-
• A
^r*>
10
11
12
13
<1
lV
MJB-?
*•«
(c) All openings protected with fire assemblies
having a fire-resistive rating of one and-one-
half (three) hours
(d) Ducts through area separation walls should
be avoided If allowed, fire dampers on each
30 102, U B C Standards
A fire -resistive occupancy separation in conform
required between the
( hours)
( -hours)
( hours)
Horizontal occupancy separations should be sup
ported with a structural system having equiva-
lent fire resistive protection Section 503 (b)
The building is limited to stories
( feet in height) as a Type
structure Section 507 and Table No 5 D
A room in which a water closet is located should
i/be separated from food preparation or storagerooms by a tight fitting door
«0JYPE OF CONSTRUCTION
r2u'rTvpe V (III N) (IV N) buildings are not permitted
^n.Fire Zone No 1 Section 1602 (a)
Roof coverings should be fire retardant Section
1603 (a) or 1704 Details or specifications
complying with Section 3203 (e) are required
Form 200 3
Sheet No 1 of 6 Sheets
w
V
ff'/
-
/,V
(
w
17
18
19
20
21
22
23
24
25/7
<f
27
^
S8P4*1
29
30
Exterior (court) walls within /'-' feet of
lines should be of -hour construction
Section 03 (a)
Openings in exterior (court) walls within
feet of property lines should be protected with
three-fourths hour fire assemblies Section
03 (b)
Usable space under the first floor except in
Group 1 (J) Occupancies should be enclosed
as required in Section 1703
Fire-resistive construction for structural frame
elements in the exterior walls should comply
with Footnote No 1 of Table No 17 A and
Section „ See Section 1702 for .
clarification //jj, (jr/p 5&f& *y ^/fy^fw *+<• f\£
Building paper should- be applied to exterior
walls as specified in Section 1707 (a)
Enclosures for floor openings should comply
with Table No 17 A, Section 1706 Details
should clearly indicate this
Structural members carrying masonry or con-
crete walls in buildings over one story in height
should be protected with minimum one-hour
fire protection Section 1708
Nonabsorbent finish and backing for toilet room
walls and floor should conform with Section
1711 (a)
Shower stall walls should be finished with a
hard, nonabsorbent surface to a height of 6
feet Section 1711 (b)
Doors and panels of shower and bathtub en-
^Closure should comply with Section 1711 (e)
/to (g)
Parapet walls not less than $& inches in -
height are required Section 1709 cA»Jr^i«rW^
Eave overhangs and similar architectural pro
-\iections should comply with Section 1710
Projections w$"or(a)the exterior wall should con-
\ form with the least restrictive of the following
(a) A point one-third the distance to the proper
ty line from an exterior wall Section 504
(b)
(b) A point one-third the distance from an as
sumed vertical plane located where fire
resistive protection of openings is first re
quired due to location of property Section
504 (b)
Envelope ceilings should satisfy the following
conditions [Section 4303 (b) 6 ]
(a) Should not be used to provide fire protec
tion beam and girders supporting more than
one floor
(b) Columns should be individually fire pro-
tected
(c) Duct and outlet openings are limited to 100
square inches in each 100 square feet of
ceiling area and should be protected with
approved fire dampers
(d) Electrical outlet boxes should be of steel
and not greater than 16 square inches in
area
Gypsurn board ceilings in conjunction with fire
resistive assemblies should be supported at
intervals not exceeding 16 inches Item 27,
Table No 43 C
31
32
33
34
35
Wood stripping or suspended wood systems for
gypsum board ceilings should be not less than
2-inch nominal thickness Section 4704 (b)
[Section 4703 (b) for wall stripping ]
Final partition layouts and details should be sub
mitted prior to installation to justify compli-
ance with occupancy, fire resistive, structural,
and exit requirements
Justifying test data in conformance with Section
106 or an ICBO research recommendation is
required for
Rooms m which rubbish (linen) chutes terminate
should be separated from the remainder of the
building with a one hour occupancy separation
Section 1706 (c)
Openings into rubbish and linen chutes should
not be located in required exit corridors or
stairways Section 1706 (c)
SPECIAL OCCUPANCY REQUIREMENTS
Group B
/
36
37
38
39
40
41/
B 3 Occupancies should be of one-hour fipe
resistive construction if located in a basewlent
or above the first story Section 702Xb)
B-2 Occupancies with an occupantJ<Jad of 1000
or more should be in Type 1, ILJll one-hour, III
Heavy Timber or IV one-hour buildings The
assembly room should nor be m a basement
if it contains this high^rccupant load Section
702 (b) /
The mam entrance/snould front directly upon or
have a 20 footyrfide access to a public way at
least 20 feet/fi width Section 703
Light and ventilation should comply with Section
705 /
A Ona'Hour Fire Resistive Occupancy Separation
is/required between the boiler or central heat
ing plant and the rest of the building Section
/708
Exterior openings for rooms containing a boiler
or central heating plant should be protected
with three-fourths hour fire resistive assemblies
that are fixed, automatic, or self-closing if lo
cated below openings m another story or if less
than 10 feet from other doors or windows in
the same building Section 708
Group C
/
42
43
44
45
46
/
Atmospheric separations should comply with
Section 802 (b) /
Use of rooms should be clari^eo Note that
rooms in Divisions 1 and 2 fitcupancies used
for day care purposes aftG rooms used for
kindergarten, first, or second grade pupils and
Division 3 Occupancies cannot be located
above the first stocy Section 802 (c)
Special hazard rooms should be separated from
other portionx/of the building by not less than
a One Houi/Fire-Resistive Occupancy separa-
tion SecfAn 802 (d)
One required exit should front directly upon, or
haycfti 20 foot wide access to, a public way at
leXst 20 feet in width Section 803 (a)
^anitary facilities should be provided in accord
ance with Section 805
Light and ventilation should comply with Section
805
Sheet No 2 of 6 Sheets
48 A One-Hour Fire-Resistive Occupancy Separation
is required between the boiler or central heat
ing plant and the rest of the building Section
808
Group D
/
49
50
51
52
/-
Group D, Division 1 Occupancies jsfiould be of
Type 1 or II construction unless^om plying with
the Exception in Section SO^fb)
Group D, Division 2 (3) Occupancies should be
of one hour fire resistive construction Table
No 5C /
Light and ventilation should comply with Section
905 /
A One Ho*fr Fire-Resistive Occupancy Separation
is required between the boiler or central heat
me/(5lant and the rest of the budding Section
'Exterior openings for rooms containing a boiler
or central heating plant should be protected
with three fourths hour frre resistive assemblies
that are fixed, automatic, or self-closing if
located below openings in another story or if
less than 10 feet from other doors or windows
in the same building Section 908
Group F
t/
54
55
56
57
58
Motor vehicle service stations should be of non
combustible fire retardant treated wood or one
hour fire resistive construction Section 1102
(b)
Storage areas in excess of 1000 square feet in
connection with wholesale or retail sales should
be separated from the public areas by a One
Hour Fire-Resistive Occupancy Separation un-
less the building is equipped throughout with
an automatic fire extinguishing system Section
1102 (b)
Light and ventilation should comply with Section
1105
Exhaust ventilation at or near floor level is re
quired by Section 1105
A One Hour Fire Resistive Occupancy Separation
ts required between a boiler room or central
heating plant and the rest of the building Sec
tion 1108
Group H
//
59
60
61
62
/
63
A Group H Occupancy more than two stones'm
height or having more than 3000 squares-feet
above the first story should be oieme hour
fire resistive construction throughout Section
1302 (b) /
The following rooms shouldjrave window areas
as specified in Section >305 (a), one half of
which is openable ,/
Mechanical/Ventilating system in bathrooms
should ^provide five air changes per hour di-
rectly/fo the outside Section 1305 (a)
W>rraows from should
/not be considered as furnishing required light
or ventilation since they do not open to a yard,
court, or street in accordance with Section
1305 (a)
Courts bounded on four sides with walls should
be at least 10 feet in length For courts more
than two stories m height, the required width
should be increased by one foot and the re
quired length by 2 feet for each additional
story Section 1306 (c)
/
64
65
66
67
68
/
69
Every sleeping room below the/Yourth floor
should have at least one window or exterior
door approved for emergency exit or rescue
Section 1304 /
S room should
have the minimum/ceiling height required in
Section 1307 (ay
jf room should
have a ratnimum superficial floor area of
/ square feet Section 1307 (b)
Efficiency dwelling units should comply with
Senion 1308
/fi One Hour Fire Resistive Occupancy Separation
is required between a boiler room or central
heating plant and the rest of the building
Section 1312
Every dwelling unit and guest room should have
comfort heating facilities as specified in Sec-
tion 1311
70
71
72
Group
Group $ Division 1 Occupancies are lim^ed-to
1000 (3000) square feet in floor acea-and one
story in height Section 1502,
Garages should not open directly into a room
used for sleeping-purposes Section 1504
An apj}p*ri(d noncombustible material or asphal-
>avmg material is required for garage floor
'surfaces Section 1504
EXIT REQUIREMENTS
73
74
75
76
77
78
79
80
81
An occupant load sign is required in classrooms,
assembly areas, etc , having an occupant load
of more than 50 Section 3301 (j) See
Conforming exits are required from the areas
below as specified in Section 3302 (a)
Exits should have a minimum separation of one
half the maximum overall diagonal of the build-
ing or area served Section 3302 (c)
No point in the building should be more than
150 (200) feet from an exterior exit, horizontal
exit, enclosed stairway, or exit passageway,
measured in the direction of travel Section
3302 (d)
Exit door should swing in the direction of
egress Section 3303 (b) See doors
Double acting doors are not allowed where serv
ing a tributary occupant load of more than 100
Section 3303 (b)
Exit doors should be openable from the inside
without the use of a key, special knowledge, or
effort Section 3303 (c) Note also that flush
bolts or surface bolts are prohibited
Exit doors should be a minimum size of 3' x 6'8"
with a minimum door swing of 90 degrees
Section 3303 (d)
The net dimension (clear width) at doorways
should be used in determining exit widths
required by Section 3302 (b) Section 3303
(d) In consideration of door thicknesses, panic
hardware, door swing, etc , the required exit
widths have not been furnished See door
Sheet No 3 of 6 Sheets
&^g?
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
rA floor or landing not more than 1 inch below
the threshold is required on each side of an
exit door Section 3303 (h)
Doors should not project more than 7 inches in-
to the required corridor width when fully
opened or more than one-half into the required
corridor width when in any position Section
3304 (d)
Revolving (sliding) (overhead) doors are not per
mitted as exit doors Section 3303 (f)
Exit doors should provide immediate access to
an approved means of egress Section 3303
(g) Exiting through another room does not
comply
Corridors should have a minimum width of 44
inches Section 3304 (b)
Corridors serving nonambulatory persons should
have an 8 foot minimum width Section 3318
(c)
Dead end of corridors and exit balconies are
limited to 20 feet Section 3304 (f)
Walls and ceilings of corridors should be of one-
hour fire resistive construction Section 3304
(g) An architectural section through the corn
dor is necessary to determine how this is
accomplished
Exterior exit balconies cannot project into an
area where protected openings are required
due to location on property Section 3304 (i)
Interior openings into corridors should be pro
tected as specified in Section 3304 (h)
Stairway should have
a minimum width of inches Trim
and handrails should not project more than
3yz inches into the required width Section
3305 (b)
Risers on stairways should not exceed 7l/2inches and runs should not be less than 10
inches Section 3305 (c)
Landings on stairways should have a dimension
in the direction of travel equal to the width of
the Stairway but need not exceed 4 feet Sec-
tion 3305 (f)
Landings should not be reduced in width more
than 3J/2 inches by a door when fully open
Section 3305 (f)
Basement portion of stairways should have an
approved barrier where continuous to upper
floors in an exit enclosure Section 3305 (g)
Vertical distances between stairway landings are
limited to 12 feet Section 3305 (h)
Handrails should be placed not less than 30
inches nor more than 34 inches above the
tread Section 3305 (i) Two handrails are re-
quired where stairways exceed 44 inches m
width
Guardrails for stairs, balconies, and landings
should conform with Section 1714 Note that
maximum clearance between intermediate railsis 9 inches
Openings in exterior walls within 10 feet ofexterior stairways should be protected with
self closing three fourths hour fire resistive as
semblies Section 3305 (k)
Enclosed usable space under interior stairways
should be protected on the enclosed side as
required for one hour fire-resistive construe
tion Section 3305 (1)
Noncombustible exterior stairs are requiredSection 3305 (m)
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
Exterior stairs should not project into an area
(yards or courts) where wall openings must be
protected Section 3305 (m)
One stairway should extend to the roof Section3305 (n) It must be in a smokeproof enclosure
in buildings over 75 feet in height Section
3309 (b)
Six foot 6 inch minimum headroom clearance for
stairways should be indicated on plans Section
3305 (o) Note that this is from a plane tangent to the stairway tread nosings
Ramp slopes should not exceed one foot in
feet Section 3306 (c) (d)
Surface of ramps should be roughened or of a
nonslip material Section 3306 (f)
Stairways should be enclosed as specified in
Section 3308(a) One (two) hour fire resistive walls are re
quired
(b) Only exit doors are allowed to open into exit
enclosures
(c) Doors should be labeled one (one and onehalf) hour fire assemblies
(d) Exit enclosures should include a corridor on
the ground floor extending to the exteriorFire resistive construction should be as re-
quired for the exit enclosure, including pro-
tected openings Only exit doors are per-
mitted to open into the corridor
(e) An approved barrier is required at the
ground floor to prevent people from acci
dentally continuing to the lower level
(f) Usable space is not allowed under the
stairs
One exit from the building should be a smoke-
proof enclosure complying with Section 3309
Openings into exit courts less than 10 feet wide
should be protected with labeled 45 minute fire
assemblies Section 3310 (d) Also see "exit
court" definition in Section 3301 (c) Openings
more than 10 feet above the court floor are
exempt
No openings other than required exits are per-
mitted in exit passageways The passageways
should be of hour fire resistive
construction Section 3311 (a)
Exit illumination and signs should be provided in
conformance with Section 3312
Aisle (cross aisle) m auditorium should have a
minimum width of Section
3313 (b) Section 3313 (e)
Panic hardware is required on exit doors serving
Group B Occupancies having an occupant load
of more than 100 Section 3316 (a) In lieu
of this, doors shall have no locks or latches
Mam and side exits in conformance with Sec-
tion 3315 are required for B 2 (1) Occupancies
Section 3316 (a)
Corridors of Group C Occupancies should have a
width required by Section 3302 plus 2 feet, but
not less than 6 feet Section 3317 (e)
Each floor above or below the ground floor level
of Group C Occupancies should have no less
than two exit stairs Section 3317 (g)
Exit stairs serving an occupant load of more
than 100 m a Group C Occupancy should have
a minimum clear width of 5 feet Section 3317
(g)
Every room with an occupant load exceeding
300 should have one of its exits into a separate
jrfxit system Section 3317 (b)
120
121
122
123
124
125
126
When three or more exits are required, no more
than two required exits should exit into the
same exit system Section 3317 (b)
NO point in a room in a building should be more
than 75 feet lo an exit corridor, enclosed stair-
way or exterior of the building Section 3317
(c)
Exiting through adjoining rooms should complyWith Section 3317 (d)
Panic hardware is required on exit doors servingrooms containing more than 100 occupants
and in corridors of Group C Occupancies Section 3317 (j)
Every room in a Group D Occupancy should haveaccess to at least two legal means of egress
Section 3318 (a)
Doors from bedrooms and wards of Group D
Occupancies and all exit openings where nonambulatory patients are housed should have aminimum clear width of 44 inches No pro
jections in this width are allowed Section 3318
(b)
Panic hardware is required on exit doors servingrnore than 50 occupants in Group D Occupancies unless there is no latch or lock Section3318 (f)
FIREPLACES AND CHIMNEYS
SM-T.C
FLOOR, ROOF CONSTRUCTION, COVERING,
SKYLIGHTS, ROOF STRUCTURES
he space between wood floor construction and
a suspended ceiling below should be divided
into areas not exceeding 1000 square feetSection 2517 (e)
Attics of combustible material should be dividednto areas not exceeding 3000 (9000) square
Section 3205 (b)
Roof drainage should be conducted under the
public sidewalk Section 3207 (e)
Overflow drains having the same size as roof
drains and on independent drain lines are re-
quired In lieu of this, overflow scuppers three
times the size of roof drains should be installed
in parapet walls Overflow system should have
inlets located 2 inches above the low points
the roof Section 3207 (c)j
The aggregate area of penthouses and other (j*of
structures cannot exceed 33 Va percent of thesupporting roof area Section 3601 (b)
FIRE-EXTINGUISHING' SYSTEM
132
133
134
135
136
137
An approved automatic fire extinguishing system
in the is requiredSection 3802 (b) This includes blind spaces
enclosed wholly or partly by combustible construction
Dry standpipes are required in buildings four orrnore stories in height Section 3803
Wet standpipes are required as specified in Sec-
tion 3804
Combination standpipes are required in build-
ings exeedmg 150 feet in height Section 3805
(b)
Buildings six stories or more in height should be
provided with not less than one standpipe dur-
ing construction Section 3806 (b)
Fire extinguishing system plans should be sub-
mitted to you to determine compliance with
applicable building, plumbing, and fire codes
138
139
Chimneys should comply with Sections 3703
and 3704
Fireplaces and barbecues should comply with
Section 3707
FINISH WORK
140
141
142
143
144
The interior wall and ceiling finishes should be
specified and comply with Table No 42 B and
Section 4203
Gypsum wallboard (interior lath and plaster)
cannot be installed on weather exposed sur-
faces Sections 4705, 1711 See Section 424
for definition of weather exposed surface
Skylights should comply with Chapter 34 Plastic
skylights are allowed only under the conditions
specified in Section 5205
Glass and glazing should comply with Chapter
54 Type and thickness of glass should be
specified
Glass and glazing in hazardous locations should
comply with Section 5406
STRUCTURAL
&
145
146
147
148
149
150
151
152
153
154
155
156
Special inspection in conformance with Section
305 is required for the following work
(a) Structural concrete where the design is
based on an ultimate compressive strength
in excess of 2000 pounds per square inch
(b) All welding except where done m the shop
of an approved fabricator
(c) Installation of high strength bolts
(d) Prestressmg work
(e) Masonry work required by Chapter 24
Soil classification m conformance with Table No
28-B and pounds per square
foot soil bearing value used in design should
be specified on plans Section 2905 (a)
The foundation investigation report mentioned in
plans was not included in data forwarded to usIt should be submitted for review
All masonry or concrete elements resisting seismic forces should qualify as reinforced ele
ments Section 2314 (k) 3
Precast concrete wall panels are limited to anh/t ratio of 36 (25) Section 2616 (c)
Wood members may support loads from ma-sonry or concrete only under the conditionsspecified in Section 2516 (a)
Structural calculations should be submitted tojustify the adequacy of the structural systemin resisting seismic and wind loads, and sup-
porting dead and live loads This includesfoundations
Justifying calculations and details should be pro
vided for
Roofs shall be designed for snow loads of
pounds per square foot Section
2305 (c)
The roof should be designed for uplift wind pres-sures with due consideration for lateral support
of compression flanges of flexural members
Floor load should consider a 20 pound per
square foot partition load Section 2302 (b)
Marquees should be designed for a 60 pound per
square foot live load Table No 23-A
Sheet No 5 of 6 Sheets
"
157
158
159
160
161
162
163
164
165
166
Garages for the storage of private pleasure cars
should be designed for a minimum 2000 pound
wheel load Section 2302 (b)
Live load signs are required Section 2309 See
Glued-laminated lumber should be fabricated inaccordance with Section 2511 (f)
Allowable stress in glued-lammated membersover 12 inches in depth should consider adepth reduction factor Section 2511 (d) 6
Bolted connections exposed to the weather are
limited to 75 percent of the allowable load
under protected conditions U B C Standard
No 25 17
Anchorage of concrete and masonry walls should
comply with Section 2313
Plywood grades should conform with Table No
25-B
Justification is required that sufficient slope or
camber is available to assure adequate roof
drainage after long time deflections In lieu of
this, roofs must be designed for possible pond-
ing of water Section 2305 (e)
Details on stressing method and hardware along
with justifying data are required on prestressed
concrete work This data should be submitted »and approved prior to ordering of material
Note that all tendons should comply with Sec
tion 4303 (c) 3, for fire resistive purposes
Welding data or details for steel decking used asa diaphragm should be provided Informationshould comply with a specific ICBO researchrecommendation or test data submitted incompliance with Section 106
167
168
169
170
171
172
173
174
175
Details should be provided on roof (floor) dia
phragm connections that indicate how the 9shears are transferred to vertical shear resist
ing elements Connections should be justified
with structural calculations for compliance with
allowable values
Nailing for gypsum board (lath, sheathing board)
used structurally on shear walls should be
specified to comply with Table No 47-1
Shear walls utilizing gypsum board (lath, sheath
ing board) cannot be used to resist loads im
posed by masonry or concrete walls Footnote
1, Table No 47-1
Railings should be designed to withstand a 20
(50) pound per foot horizontal force Table
No 23-C
Ceifmg joists should be designed for total load
of not less than 10 (20) pounds per square
foot Table No 23 C
Interior partitions should be justified structurally
for strength and deflection criteria specified in
Section 2312 (b)
should comply
with a specific ICBO research recommendation
or justifying test data should be submitted in
compliance with Section 106
Plans should indicate that foundations extend
below the frost line
Provide complete specification in conformance
wjth the design for
These sheets are a part of the plans and shall remain attached thereto Corrections as above indicated will be complied with
Rechecked and Approved (Sign Here).^<^c-^-- *
(Signature of Owner or Applicant)
INTERDEPARTMENTAL INFORMATION SHEET
BUILDING DEPARTMENT
'>
BUILDING ADDRESS:
.7-7-77
- PLANNING DEPARTMENT
70NE LOT SIZE LOT WIDTH
UNITS ALLOWED UNITS PROVIDED
PARKING SPACES REQUIRED
% COVERAGE ALLOWED
PROVIDED^
PROVIDED
BUILDING HEIGHT ALLOWED*
FRONT SETBACK:
^PROVIDED
REAR SETBACK:
ALLOWED
PROVIDED
INTRUSIONS
\ LANDSCAPE & IRRIGATON PLAN CMENTS:
ENVIRONMENTAL PROTECTION REQ•
ADDITIONAL COMMENTS:
"f-QK TO ISSUE:OK TO FINAL
. ENGINEERING DEPARTMENT
INDUSTRIAL WASTE
SEWER CONNECTION
GRADING PERMIT DRAINAGEEASEMENTS
LEGAL DESCRIPTION
ADDITIONAL COMMENTS
OK TO ISSUE
FIRE DEPARTMENT
SPPINKLING SYSTEM
FIRE ALARMS
FIRE PROTECTION EQUIP.
EXITS
FIRE HYDRANTS LOCATION
ADDITIONAL COMMENTS
OK TO ISSUED A DATE /- 7 7 TO DATE
DATE
MEMORANDUM - APRIL 21, 1977
TO: PLANNING COMMISSION
FROM: PLANNING DEPARTMENT
SUBJECT: HOUSE MOVE - 1241 ELM AVENUE TO
2665 WILSON STREET.
On April 19, the Planning Department received the attached
correspondence from the Building Director regarding the subject
house move,
It is proposed that the existing house and garage at 1241 Elm
Avenue be moved to the Wilson Street site (R-l Zone). The
small existing house at the Wilson Street site will be attached
to the move-on structure to create a master bedroom (see attached
site plan).
Staff has evaluated the proposal under the requirements of Title
21. The subject request meets the requirements with one exception
The garage structure must be located a minimum of 10 feet from
the residence (Section 21.10.050 l.C). Adequate lot size is
available to accommodate this modification.
Staff feels that the move on structure will be compatible with
the surrounding residences. It is recommended that the Planning
Commission approve the subject request.
Attachments:
Letter from Building Director, dated April 19, 1977.
Site Plan
Photos (5)
TH:ar
MEMORANDUM
TO;
FROM:
DATE:
SUBJECT,
PLANNING COMMISSION
BUILDING DIRECTOR
APRIL 19, 1977
HOUSE MOVE- 1241 ELM TO 2665 WILSON STREET
On April 15, 1977 this department was notified
of an intention to move a _single family residence
from 1241 Elm Ave. to a vacant lot on Wilson St.
in the City of Carlsbad.
Enclosed are photographs of both the residence
located at 1241 Elm Ave. and the vacant lot
on Wilson Street.
The Building Department would recommend aporoval
with the understanding that the building must be
completed in conformance with the 1973 Uniform
Building Code, Section 105.
:CHARD" S. OSBURN
Director of Building and Housing
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THE ATTACHED PLANS HAVE BEEN REVIEWED BY
CITY ENGINEER
(
BUILDING DIRECTOR:*"•%
THIS PROJECT DOES NOT REQUIRE A SEWER PERMIT
DATE c? -3 " //
COMMENTS:
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ENGINEERING, INC.
1650 Linda Vista Dr., Suite 21 2
San Marcos, California 92069
Bus.: 727-1818 Res.: 292-0485 1977
RECEIVEDC»TVOFCA_RLSBAD
Building
SFPG 19T7 >?
Jobcm-77
August so, 1977
Minich Investment Properties CITY OF CARLSBAD
2971 Carlsbad Blvd , P 0 Box Hiding Department
Carlsbad, California 92008
Reference Fill Control for Lot at 1241 Elm Avenue, Carlsbad
Dear1Mr Yocum
In accordance with your request this report has been prepared to
establish the degree of compaction of the compacted fill as tested
by tPV Engineering, Inc on August 26, 1977
Prior to grading operations, the site was cleared of grass and
debris Adequate keys were then made in the proposed fill area
in order to establish a good base for supporting the proposed
compacted fills The fill was then placed in six (6) to eight (8)
inch!lifts and compacted by means of heavy construction equipment
Field density tests were performed in accordance with ASTM D-1556-64
Moisture content was determined for each density sample The results
and location of the tests are given on the attached figures A rep-
resentative sample of the tested material was obtained for labora-
tory tests.
Laboratory compaction tests to determine maximum dry density and
optimum moisture were performed in accordance with ASTM Test Method
D-1557-70, Method A. The results of the laboratory compaction test
are given on the attached sheet
Slopes should bo planted with erosion resisting plants and natural
drainage should be directed away from the top of all slopes and
buildings
If you should- have any questions, please contact us
Very, truly yours,
MV ENGINEERING, INC
RalpJTM Vinje
RCE,:25115
RMV/'mlb
JOB 1035-77! . 1
NAME YOCUM< , ,
(
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TESTjRESULTS
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Laboratory Compaction Tests
Soil Type #1 - Brown F Sand D G'
Maximum dry density 131 8 pcf
Optimum moisture 9 0%
Field Density Tests
1
Date1
8/26/77
8/26/77
8/26/77
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8/26/77
Test
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2
3
4
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Fill Tested
2
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4-F.G
2
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Field
Moist
11
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9
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1
Field Dry Lab Dry* , % Rel
Density Density Comp
121
119
120
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6
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131 {
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MV ENGINEERING, INC 1650 LINDA VISTA DRIVE SAN MARCOS, CA 92069 727-1818/744-1818
SOILS TESTING P£BC TEST PARCEL MAPS GRADING PLANS STRUCTURAL CALCULATIONS
M V ENGINEERING INC
1650 UNOA .VISTA OR, O^i^g^xi^W
SAN MARCOS, CALIF.
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