HomeMy WebLinkAbout1135 CAPE AIRE LN; ; CB920003; PermitB U I L
03/30/92 11 : 09
Page 1 of 1
Job Address: 1135 CAPE AX RE LN
Permit Type: RES I DENTAL ADD /AL
Parcel N o : 2 0 6 - 1 4 0 - 6 6 - 0 0
Valuation: 22; 064
Construction Type: VN
Occupancy Group: R3
D I N G PERMIT
S t r
P e rm it No: C E 9 2 0 0 0 3
P r o j e c t No: A y 2 0 0 0 1 0
Development No:
' V008 03/30/9f "OOOi 01
C-PRMT
02
316-00
Class Code
Description:
Appl/Ownr
224 SF
HOUSE
ADD REMODEL TO GUEST
OCHELTREE, PAUL
200 MARINE VIEW AV
DEL MAR, CA 92014
619 755-
Status:
Applied:
Apr/Issue:
Validated By:
-4414
ISSUED
0 I/'; 2/92
03/30/42
SB3
*** Fees Required * * ***#Pees Collected & Credits
Fees: 433.00
Ad jus trnen ts : .00
Total Fees: 433,00
Fee description
Total Credits?
Total Payments*
Balance Dues
Units Fee/Unit
. 00
11 7 . U 0
316. 0 0
Ext fee Data
Building Permit
Plan Check
Strong Motion Fee
A BUILDING TOTAL
Enter "Y" for Plumbing Issue Fee /
Eacn Plumbing Fixture or Trap >
* PLUMBING TOTAL
Enter "Y" for Electric',:"
Single Phase Per AMP
* ELECTRICAL TOTAL
2,5-0
X > ,&-, '
\\.p^^'f-- «?•«<«,
234.00
152.0 0
2.00
38b.Od
7 . r. :j Y
2 . 50
10.0 U
1 0 . 0 0 Y
25.0 0
3 5 . 0 U
CITY OF CARLSBAD
2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161
PERMIT APPLICATION
City of Carlsbad Building Department
2075 Las Palms Dr.. Carlsbad, CA 92009 (619) 438-1161
I. PERMIT TYPE
A - U Commercial U New Building U Tenant Improvement
B - D Industrial D New Building O Tenant Improvement
C - D Residential D Apartment DCondo O Single Family Dwelling ^\ddition/Alteration
D Duplex D Demolition D Relocation D Mobile Home D Electrical O Plumbing
D Mechanical DPool D Spa D Retaining Wall D Solar D Other
2. PROJECT INFORMATION
PLAN CHECK NO. ~
EST.VAL
PLANCK
VALID. BY
DATE
5786 01/02/92 0001 01 02
C-PRMT 117.00
FOR OFFICE USE ONLY
Address CAPB
Nearest Cross Street
Building or suite MO.
LEGAL DESCRIPTION t No. subdivision Name/iMumuer
6LKC MP2.
CHECK BELOW IF SUBMI1TEU:
Energy Gales DC Structural Calcs D 2 Soils Report D1 Addressed Envelope
Phase No.
ASSESSOR'S PARCEL
DESCRIPTION OF WORK ft0QiriOfiJ TO
2246Q.FT. / # OF STORIES
EXISTING USE PROPOSED USE
(JLJNIAL.I
CITY
\u different trom applicant.)
.fSTATE
ADDRESS
ZIP CODE
200
AY TELEPHONE 44-14-
4. APPLICANT
NAME
CITY
TOR LTAGE OR CONTRACTOR
ADDRESS
ZIP CODE
ER U AGENT FOR OW
DAY TELEPHONE
5. PROPERTY_pWN
NAME
CITY STATE
ADDRESS
ZIP CODE DAY TELEPHONE ^ I I
6. CONTRACTOR
NAME
CITY
CITY
STATE
STATE LIC. #
ADDRESS
ZIP CODE
LICENSE CLASS
DAY TELEPHONE
CITY BUSINESS LIC. #
STATE ZIP CODE DAY TELEPHONE STATE LIC. #
7. WUKKEKJy GUMI'KNSAIION
Workers Compensation Declaration: I hereby attirm that I have a certificate ot consent to self-insure issued by the Director ot Industrial
Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified
by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C).
INSURANCE COMPANY POLICY NO.EXPIRATION DATE
Certificate of Exemption: I certify that in the performance ot the work tor 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.
SIGNATURE DATE
8. OWNER-BUILDER DECLARATION
Owner-Builder Declaration: I hereby attirm that 1 am exempt trom the Contractors License Law for the following reason:
D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or
offered for sale (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 himself or through his own employees, provided that such improvements are not intended
or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden
of proving that he did not build or improve for the purpose of sale.).
D I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (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 contracts for such projects
with contractor^) licensed pursuant to the Contractor's License Law).
D I am exempt under Section _ Business and Professions Code for this reason:
(Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair
any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the
provisions of the Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code)
or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit
subjects the applicant to a civil penalty of not more than five hundred dollars [$500]).
SIGNATURE DATE
COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY:
Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and
prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act?
D YES D NO
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district?
D YES n NO
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site?
D YES D NO
IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT
HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT.
UUNSIKUUTHJN LtNlJlNU AUKNCY9.
I hereby attirm that there is a construction lending agency lor the performance ot the work tor which this permit is issued (Sec 3097(0 Civil Code).
LENDER'S NAME LENDER'S ADDRESS
10. APPLICANT CERTIFICATION
I certify that I have read the application and state that the a Dove information is correct. I agree to comply with all Lity ordinances and State laws
relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection
AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CTTY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.
OSIIA: AnOSHA uired for excavations over S'O" deep and demolition or construction of structures over 3 stories in height.•N
tit issbed b^sthe Building Official under the provisions of this Code shall expire by limitation and become null and void if the
irizedlby sucnWrmit is not commenced within 365 days from the date of such permit or if the building or work authorized by
or/abandoned at any time after the work is commenced for a period of 180 days (Section 303 (d) Uniform BuildingyCode).
DATE:
WHITE: File YELLOW: Applicant PINK: Finance
STATE OF CALIFORNIA—THE RESOURCES AGENCY PETE WILSON, Governor
CALIFORNIA COASTAL COMMISSION
SAN DIEGO COAST AREA
3111 CAMINO DEI RIO NORTH, SUITE 200
SAN DIEGO, CA 92108-1725
(619) 521-8036
Date:
Permit No.:
March 10. 1992
6-92-02
PERMIT AUTHORIZATION
Applicant:Anna Singh
Please be advised that you are hereby authorized to proceed with development
of your project, permit number 6-92-02 which was reported to the
Commission on March 10. 1992 . Development of your project is subject to
compliance with all terms and conditions specified in the Administrative
Permit which was sent to you on February 15. 1992 .
Should you have any questions, please contact our office.
PETER DOUGLAS
Executive Director
by:
CITY OF CARLSBAD
INSPECTION REQUEST
PERMIT* CB920003 FOR 08/31/92
DESCRIPTION: 224 SF ADD -I- REMODEL TO GUEST
HOUSE
TYPE: RAD
JOB ADDRESS: 1135 CAPE AIRE LN
APPLICANT: OCHELTREE, PAUL PHONE:
CONTRACTOR: PHONE:
OWNER: PHONE:
INSPECTOR AREA PY
PLANCK* CB920003
- OCC GRP R3
CONSTR. TYPE VN
STR: FL: STE:
619 755-4414
REMARKS: MH/ INSPECTOR
SPECIAL INSTRUCT: CORRECTIONS HAVE BEEN MADE
TOTAL TIME:
CD LVL DESCRIPTION ACT COMMENTS
19
29
39
49
ST Final Structural
PL Final Plumbing
EL Final Electrical
ME Final Mechanical
***** INSPECTION HISTORY *****
DATE DESCRIPTION
082792 Final Combo
082492 Final Combo
082092 Final Combo
071392 Interior Lath/Drywall
070792 Insulation
070792 Exterior Lath/Drywall
062492 Frame/Steel/Bolting/Welding
062292 Shear Panels/HD's
061292 Underground/Under Floor
060592 Ftg/Foundation/Piers
060492 Underground/Under Floor
ACT
CO
CO
CO
AP
AP
AP
AP
AP
AP
AP
AP
INSP
PY
PY
PD
PY
PY
PY
PY
PY
PY
PD
PY
COMMENTS
STRAP WATER HEATER
STRAP DROP CEIL/ND HTNG
SEE NOTES
LAU UNDERGRND/STRAP PLATES
CORRECTION NOTICE
ADDRESS: /A3S"
D APPROVED PLANS SHALL BE ON JOB SITE
BUILDING
D FOUNDATION
D REINFORCING STEEL
D MASONRY
D GROUT-GUNITE
D FLOOR AND CEILING FRAME -j.1
D SHEATHING ^(/^V-
D FRAME
D EXTERIOR LATH
D INSULATION
D INTERIOR LATH OR DRYWALL
PLUMBING
D UNDERGROUND PLUMBING
D UNDERGROUND WATER
D ROUGH PLUMBING
D TOP OUT PLUMBING
D SEWER AND PL/CO.
D TUB OR SHOWER PAN
D GAS TEST
D WATER HEATER
ELECTRICAL
D TEMPORARY SERVICE
D ELECTRIC UNDERGROUND
D ROUGH ELECTRIC
D POOL BONDING
D ELECTRIC SERVICE
D UFER GROUND
D G.F.I.
D SMOKE DETECTOR
MISCELLANEOUS
D PLENUM AND DUCTS
D COMBUSTION AIR
D CONDITIONED AIR SYSTEMS
D SOLAR
D GRADING
D POOL
D PATIO
D SIGN
D OTHER
TIME:
DATE:
INSPECTOR
CltV OF CARLSBAD/
BUILDING INSPECTION DEPARTMENT
PHONE - 438-3550
Note: Final Inspection Required
CITY OF CARLSBAD
BUILDING DEPARTMENT
DATE
NOTICE 438-3550
2075 LAS PALMAS DRIVE
ECTION CALL 438-3101. RE-INSPECTION FEE DUE?YES
RTHER INFORMATION, CONTACTS PHONE
BUILDING INSPECTOR CODE ENFORCEMENT OFFICER
ESGIL CORPORATION
932O CHESAPEAKE DR., SUITE 2O8
SAN DIEGO, CA 92123
(619)560-1468
DATE:
JURISDICTION:
PLAN CHECK NO:
PROJECT ADDRESS:,
PROJECT NAME:
~ ooo3 SET: ~jr
//3S C/v
ADD
LJPLAN CHECKER
QFILE COPY
QUPS
QDESIGNER
D
D
The plans transmitted herewith have been corrected where
necessary and substantially comply with the jurisdiction's
building codes.
The plans transmitted herewith will substantially comply
with the jurisdiction's building codes when minor deficien-
cies identified o*> ~nte, ,-*r7*Cff*j Sw^r- are resolved and
checked by building department staff.
The plans transmitted herewith have significant deficiencies
identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
The check list transmitted herewith is for your information.
The plans are being held at Esgil Corp. until corrected
plans are submitted for recheck.
The applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
I) The applicant's copy of the check list has been sent to:
Wfa Esgil staff did not advise the applicant contact person that
plan check has been completed.
I| Esgil staff did advise applicant that the plan check has
—' been completed. Person contacted:
Date contacted:
REMARKS:
Telephone
By;
ESGIL CORPORATION
DGA DCM
Enclosures
J »
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) 560-1468
DATE:
JURISDICTION:
PLAN CHECK NO:
CARLSBAD
SET:
PROJECT ADDRESS:
PROJECT NAME:AOO
!AP_L_
.-.ISDICTlb^' JPLAN CHECKER^[HFILE COPY
jUPS
~\ DESIGNER
D
D
D
D
The plans transmitted herewith have been corrected where
necessary and substantially comply with the jurisdiction's
building codes.
The plans transmitted herewith will substantially comply
with the jurisdiction's-building codes when minor deficien-
cies identified are resolved and
checked by building department staff.
The plans transmitted herewith have significant deficiencies
identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
The check list transmitted herewith is for your information.
The plans are being held at Esgil Corp. until corrected
plans are submitted for recheck.
The applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
The applicant's copy of the check list has been sent to:
| |
Esgil staff did not advise the applicant contact person that
plan check has been completed.
Esgil staff did advise applicant that the plan check has
been completed. Person contacted: _
Date contacted:
REMARKS:
Telephone
P&TLBy:_
ESGIL CORPORATION
DGA DCM
Enclosures
FLAN CHECK NO:- 000 \FOREWORD: PLEASE READ
JURISDICTION; CITY OF CARLSBAD
TO:
ENCLOSURES:
PROJECT ADDRESS; /J3S"
FLOOR AREA:_
STORIES:
HEIGHT:
REMARKS:
FLAN CORRBCTIOH SHEET
SINGLE FAMILY AND DUPLEX DWELLINGS
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 by the Planning Department,
Engineering Department or other departments.
Present California law mandates that residential
construction comply with Title 24 and the following
model codes:
1988 UBC (eff. 1/1/90)
1988 UPC (eff. 1/1/90)
1990 NEC (eff. 7/1/91)
1988 UMC (eff. 1/1/90)
The above regulations
construction, regardless
adopted by ordinance.
apply to residential
of the code editions
The circled items listed need clarification,
modification or change. All items have to be
satisfied before the plans will be in conformance
with the cited codes and regulations. Per Sec.
303(c), 1988 Uniform Building Code, the approval of
the plans does not permit the violation of any
state, county or city law.
To speed UP the recheck process, note on this list
for a copy) where each correction item has been
addressed i.e.. plan sheet, specification, etc. Be
sure to enclose the marked UP list when you submit
the revised plans.
Date plans received by jurisdiction:
Date plans received by Esgil Corporation:
T /7 A t,
Date initial plan check completed:
Applicant contact person:
Telephone:,
NOTE: PAGE NUMBERS ARE NOT IN SHJUENCE AS PAGES HAVING NO ITEMS NEEDING CORRECTIONS HERE DELETED.
List No. 12, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1988 UBC)
•4
f-
PLANS
Please nake 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:
Esgil Corporation, 9320 Chesapeake Drive,
Suite #208, San Diego, California 92123,
(619) 560-1468.
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:
The jurisdiction's building department.
Indicate on the Title Sheet of the plans, the
naoe of the legal owner and name of person
responsible for the preparation of the plans.
Section 302(a)7.
All sheets of plans must be signed by the
person responsible for their preparation.
(California Business and Professions Code).
Flans, specifications and calculations shall be
signed by the California state licensed
engineer or architect responsible for their
preparation, for . plans deviating from
conventional wood frame construction. Specify
expiration date of license. (California
Business and Professions Code).
Specify on the Title Sheet of the plans the
gross floor area of each element of this
project including dwelling, garage, carport,
patio, deck and balcony. Section 302(d).
Provide a statement on the Title Sheet of the
plans that this project shall comply with Title
24 and 1988 UBC, UMC and UPC and 1990 NEC.
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 cut or
fill slopes. Show finish floor elevations and
show elevations of adjacent finish grade.
Show drainage patterns with minimum slopes.
Section 302(d).
Indicate distance from propertyproposed building. Section 302(d).lines to
Show on the title sheet all structures, pools,
walls, etc. included under this application.
Any portion of the project shown on the site
plan that is not included with the building
permit application filed should be clearly
identified as "not included."
Clearly show if the lower level is a basement
or a story, based on the definitions in
Sections 403 and 420. Plot the finish grade
(as defined) on the elevations and dimension
the distance to the floor above, for story
determination.
On the cover sheet of the plans, specify any
items requiring special inspection, in a
format similar to that shown below or sticky
back.
" REQUIRED SPECIAL INSPECTION'S
In addition to the regular inspections, the
following checked items will also require
Special Inspection in accordance with Sec. 306
of the Uniform Building Code.
ITEM REQ. IF
CHECKED
REMARKS
SOILS COMPLIANCE
PRIOR TO
FOUNDATION INSP.
STRUCTURAL CONCRETE
OVER 2500 PSI
PRESTRESSED STEEL
FIELD WELDING
HIGH STRENGTH BOLTS
EXPANSION ANCHORS
SPECIAL MASONRY
SPRAYED ON FIRE
PROOFING
PILES/CAISSONS
DESIGNER-SPECIFIED
OTHER
FIRE FROIEC1-ION
Exterior walls closer than 3 feet to property
lines shall be one-hour rated construction and
have no openings. Table 5-A.
7/9/91
Exterior walls closer than 3 feet to a property
line shall have 30 inch parapets when the floor
area per floor exceeds 1,000 square feet.
Section 1709.
Projections, including eaves, may not extend
more than 12 inches into the 3 foot setback
from the property line. Section 1710.
Eaves over required windows shall be not less
than 30 inches from the side and rear property
lines. Section 504.
Plastic skylights shall not be installed within
that portion of a roof located within a
distance to property line where openings in
exterior walls are prohibited or required to be
protected. Section 5207 (a) 7.
Projections, including eaves, shall be one-
hour fire-resistive construction, heavy timber
or of noncombustible material if they project
into the 3' setback area from the property
line. Section 1710.
Show location of permanently wired smoke
detector:
a. Centrally located —in corridor or area
giving access to sleeping rooms.
b. On each story.
c. In the basement.
d. When sleeping "rooms are upstairs, at the
upper level in close proximity to the
stair.
e. In rooms adjacent to hallways serving
bedrooms, when such rooms have a ceiling
height 24 inches or more above the ceiling
height in the hallway.
NOTE: Detectors shall sound an alarm audible in
all sleeping areas of the unit. Section 1210
When the valuation of a room addition or repair
exceeds $1,000, or when sleeping rooms are
created, smoke detectors shall be provided at
existing bedrooms per item 19 above. Section1210.
GEiuatAL tes
Habitable rooms, other than kitchens, shall
contain at least 70 square feet of floor area.
At least one room shall have not less than 120
square feet of floor area. Section 1207 (b).
Window area must be at least 1/10 of the floor
area and a minimum of 10 square feet per
Section 1205 (a). Appears to be deficient in
X-
Openable window area in habitable rooms must
be 1/20 of the floor area and a minimum of 5
square feet. In bathrooms, laundry rooms and
similar rooms 1/20 of area is required and
minimum is 1.5 sq. ft. Section 1205 (a).
At least 1/2 of the common wall must be open
and have an opening not less than 25 sq. ft.
nor one tenth of the floor area of the
interior room if light and ventilation is
being supplied from an adjacent room. Section
1205 (a).
Required windows shall not open into a roofed
porch unless the ceiling height is at least 7
feet, the longer side is at least 65% open,
and the porch abuts a street, yard or court.
Section 1205 (a).
Provide mechanical ventilation capable of
providing five air changes per hour in
bathrooms, water closet compartments, laundry
rooms and similar rooms if required openable
windows are not provided. Section 1205 (c).
Note that the discharge point for exhaust air
will be at least 5 feet from any mechanical
ventilating intake. Section 1205(c).
Ductless fans cannot be used in bathrooms if a
tub or shower is present. Section 1205(c).
No habitable room, other than a kitchen, shall
be less than 7
1207 (c).
'0" in any dimension. Section
Show that ceiling height for habitable rooms
is a minimum of 7'6". Section 1207 (a).
Show ceiling height for laundry rooms,
hallways, corridors, and bathrooms is a
minimum of 7'0". Section 1207 (a).
Dimension on the plans the 30" clear width for
water closet compartments and 24" clearance in
front of water closet. Section 511 (a).
Glazing, in the same wall plane as a door,
must be safety glazing if within 12" of the
door and less than 60" above the walking
surface, unless the glazing is leaded or
faceted glass. Section 5406 (d) 6.
Glazing in shower and tub enclosures shall be
tempered, laminated or approved plastic
(including windows within 5 feet of tub or
shower floor). Section 5406 (d) 5.
10/2/91
(l38'.)Note on the plans that "all weather-exposed
\ / surfaces shall have a weather-resistive barrier
to protect the interior wall covering and that
exterior openings shall be flashed in such a
manner as to make them weatherproof". Section
1707.
All heating, ventilating, and cooling systems and
appliances shall comply with the Uniform Mechanical
Code.
129. Show the size, location and type of all heating
' and coolin aliances or sstem
14/.
and cooling appliances or systems.
Every dwelling unit, shall be provided with
heating facilities capable of maintaining a
room temperature of 70 degrees F. at 3 feet
above the floor in all habitable rooms. Show
basis for compliance. UBC, Sec. 1212.
Note on the plans that the FAU closet or alcove
must be 12 inches wider than the furnace or
furnaces being installed. UMC Section 704.
Show minimum 30" deep... unobstructed working
space in front of furnace. Section 505, UMC.
Furnace shall not be installed in any bedroom,
bathroom or in a closet or confined space with
access only through such room unless specified
as direct vent appliance, enclosed furnace or
electric heating appliance.
Section 704 UMC.
14A. Show source of combustion air to furnace, per
' Chapter 6, UMC.
Show access to the attic containing equipment
to be minimum 30 inches by 30 inches. The
opening may be 22 inches by 30 inches if the
equipment can be removed through such opening.
Section 708 UMC.
147.
/
'l46.)Note that passageway to the attic furnace shall
unobstructed »"* hflv ""nti'mr"'" solid
flooring not less thafc-,24 inches wide])
Section 708 UMC.
Show permanent electrical outlet and lighting
fixture controlled by a switch for furnace
located in attic or underfloor space. Section708 & 709 UMC.
Show details to comply
furnace under the floor,
roof or outside furnace.
with Section 709 for
or Section 710 for
¥Show I.C.B.O. approval number for prefab
fireplace. Show height of chimney above roof
per I.C.B.O. approval or Table 37-B.
Note on the plans that approved spark
arrestors shall be installed on all chimneys.
Section 3704(h), Title 24.
161. Note on plan: Gas vents and non-combustible
piping, in walls, passing through three floors
or less shall be effectively draft stopped at
each floor or ceiling.
UBC, Section 1706 (a) 6.
Provide dryer vent to
1903.
outside. UMC, Section
ELECTRICAL (RATIONAL ELECTRICAL CODE)
All wiring shall
Electrical Code.
comply with the National
Show on the plan the amperage of the
electrical service, the location of the
service panel and the location of any sub-
panels. If service is over 200 amps, submit
single line diagram, panel schedule and load
calculations.
(Note on the plans: "Electrical outlets shall
be installed in accordance with NEC Article
210-52".
Note on the plans: "Lighting outlets
controlled by a wall switch shall be provided
in accordance with NEC Article 210-70".
r156jf Note on the plans: "Light fixtures installed
in clothes closets will comply with NEC
Article 410-8".
L5v. Note on the plans: "Convenience outlets in
/ bathrooms, kitchen counter top(s) within 6
feet of the kitchen sink, outdoors, and in
garages and basements (other than for laundry
and similar equipment) shall be GFI
protected." NEC, Art. 210-8.
15fi> Note electrical system ground to be provided7 per NEC, Art. 250-80(a), 81(c).
PLCMBIHG (UNIFORM PLUMBIHG CODE)
Show water heater size, type and location on
plans. UPC, Section 1301.
10/2/91
Show source for providing combustion air to
fuel burning water heater. If wall openings in
an enclosure are used, at least one-half of the
required opening area shall extend into the
upper twelve inches of the enclosure and one-
half within the lower twelve inches. UPC,
Section 1307.
Fuel combustion water heater shall not be
installed in bath or bedroom or in a closet
opening into bath or bedroom. UPC, Section
1309.
Provide adequate barrier to protect water
heater from vehicle damage. An 18" platform
for the water heater does not satisfy this
requirement. UPC, Section 1310.
Show T and P valve on water heater and show
route of discharge line to exterior.
UPC, Section 1007 (e).
/Show that water heater is adequately braced to
resist seismic forces, when not connected by
rigid pipe. UMC Section 504(d).
Show shower stall can accommodate a 30" circle
and has a minimum floor area of 1,024 sq. in.
UPC 909 (d).
Provide clothes washer hook-up for each unit.
Title 24, Part 3.
HPISK uisuLATIOli (mif
16$.
Show details of duplex common (party) walls and
floor/ceiling assemblies to achieve a Sound
Transmission Class (STC) rating in walls of 50
decibels and an Impact Insulation Class (IIC)
rating on floor/ceiling of 50 decibels.
Title 24.
Show how penetrations of assemblies for piping,
electrical devices, recessed cabinets,
bathtubs, soffits, or heating ventilating, or
exhaust ducts shall be sealed, lined, or
insulated to maintain required sound
transmission rating. Title 24.
Provide insulation in walls and ceiling to
achieve STC of 50 between garage and living
area if garage use is not controlled by
resident. Title 24.
MA. The regulations require a properly completed
and properly signed Form CF-1R to be either
imprinted on the plans, taped to the plans or
"sticky backed" on the plans, to allow the
building inspector to readily compare the
actual construction with the requirements of
the approved energy design.
All energy items shown on the plans must be in
agreement with the information shown on the
properly completed Form CF-1R.
1M. Specify on the building plans all of the
' mandatory energy conservation requirements as
listed on the enclosure titled, "Mandatory
Energy Conservation Requirements".
Show the make, model and
space heating (or cooling)
heat loss calculations if
45,000 BTU/Hr.
efficiency of the
system and provide
the output exceeds
For room additions, show that the glazing area
of the addition does not exceed 16% of the
newly-conditioned floor area, plus glazing
removed or relocated due to the addition.
/Provide fluorescent general lighting in
kitchen(s) per CAC, Title 24, 2-5352(J).
CARLSBAD S.F.D. & DOPTJ^X SDP'FTja'>aCr
. Energy conservation design should be for Zone
7.
17». Floor drains must have auto-prime (city7 policy).
For gas piping under slabs that serve kitchen
island cooktops, see the attached Policy 91-46
for special sleeve and clean-out requirements.
181.
Note exhaust
(city policy).
fans cannot be ductless type
Provide plans, calculations and worksheets to
show compliance with current energy standards.
New residential units must be pre-plumbed for
future solar water heating. Note "two roof
jacks must be installed" where the water
heater is in the one story garage and directly
below the most south facing roof (City
Ordinance No. 8093).
Note "two 3/4" copper pipes must be installed
to the most convenient future solar panel
location when the water heater is not in a one
story garage and is not directly below the
most south facing roof. (City Ordinance No.
8093).
10/3/91 10
All piping for present or future solar water
heating must be insulated when in areas that
are not heated or cooled by mechanical means
(city policy).
Incorporate the waterproofing details, on the
attached Policy 80-8, where interior living
space occurs below grade at the masonry
wall(s).
Show on the Title Sheet on the plans, the
information required by the attached
Developmental Services Sheet 112383.
-new rocidontial buildingct—including
• li.,' iequiie a nil*, lepuxh Piease-
-two copies* Exception: If a room
limited to one story and 1000 sq.
then a soils report is not
Corporation will advise the
soils notice stamp on the
-submit
187.
addition is
ft. in area,
required. Esgil
City to place their
plans.
Heavy timber framing, minimum 6" x 10" beams
and minimum 8" x 8" post, for the structural
beam and column supporting the fire separation
between the garage and living area above, is
acceptable if shown on the plans. (city
policy).
All structures require a Class B roof covering,
except room additions. If a room addition
covers all of the existing building (2nd story
addition), then the above exception doesn't
apply.
City Ordinance
spaces/unit with
9792 requires two parking
clear area of 20'x20' i.e. no
washing machines, etc. Show compliance.
All chimneys attached to any appliance or
fireplace that burns solid fuel shall be
equipped with an approved spark arrester. The
net free area of the spark arrester shall be
not less than four times the net free ara of
the outlet of the chimney. The spark arrester
screen shall have heat and corrosion resistance
equivalent to 12 gauge wire, 19 gauge
galvanized wire or 24 gauge stainless steel.
Openings shall ' not permit the passage of
spheres having a diameter larger than 1/2-inch
and shall not block the passage of spheres
having a diameter of less than 3/8-inch.
Only tank-type water closets that use an
average of 1.6 gallons of water per flush or
less, and urinals and associated flushometer
valves, that use an average of 1 gallon of
water per flush or less shall be installed in
new construction. These provisions shall
apply to existing buildings only when toilets
are being replaced in existing bathrooms or
installed in new bathrooms.
Please see additional corrections, or remarks,
on the following page.
To speed up the recheck process, note on this
list (or a copy) where each correction item
has been addressed, i.e., plan sheet, note or
detail number, calculation page, etc.
(194J Please indicate here if any changes have been
\_x made to the plans that are not a result of
corrections from this list. If there are
other changes, please briefly describe them
and where they are located in the plans.
Have changes been made to the plans not
resulting from this correction list? Please
check.
Yes No
The City of Carlsbad has contracted with Esgil
Corporation located at 9320 Chesapeake Drive, Suite
208, San Diego, California 92123; telephone number
619/560-1468, to perform the plan check for your
project. If you have any questions regarding these
plan check items, please contact
at Esgil Corporation. If you have any questions
regarding City Building permit procedures, please
contact Carter Darnell at the City of Carlsbad,
2075 Las Palmas Dr., telephone 619/438-1161.
Thank you.
Enclosures:
1.
11/13/91 11
C-5 °il - 0003,
Cm)
C/S)
CW
0017-CH
&'
fftvo /^TT/C 7)O/O
TO
Date l Jurisdiction
Prepared byt
Pf- T£VALUATION AND PLAN CHECK FEE
Bldg. Dept,
Esgil
PLAN CHECK NO.
BUILDING ADDRESS ___
APPLICANT/CONTACT _
BUILDING OCCUPANCY
TYPE OF CONSTRUCTION
-0003
PHONE NO.
DESIGNER PHONE
CONTRACTOR PHONE
BUILDING PORTION
£i • APo
(23, tf-L^ooeu.
'
Air Conditionine
Commercial
Residential
Res. or Conun.
Fire Surinklers
Total Value
BUILDING AREA
ZZV
T,-?^
—
-
.
VALUATION
•1ULTIPLIER
7300
T^l °°
•
'@
p
@ • •
VALUE
/£3rz_
S-7/T-
.
•
ZZ06V
Building Permit Fee $.
Plan Check Fee $/o
COM MENTSs
SHEET ( OF 12/87
^~ BUILDING PLANCHECK
3J ENGINEERING CHECKLIST
3 ^ ^
^5 DATE; 1 ~ 1 S - R Z L^J ITEM COMPLETE
2'r PLANCHECK NO. £R. ^Z-OOO?> "^ ITEM INCOMPLETE
ft- NEEDS YOUR ACTION
123 7/.5S C-apg. f-t/re. ITEM SELECTED
S N R X £2f , , /TDD (22H Aridi-tion -fn
C C C PROJECT ID; ARM
H H H
E E E LEGAL REQUIREMENTS
K.K K Site Plan
1^1 '—' '—' 1. Provide a fully dimensioned site plan drawn to scale.
Show: north arrow, property lines, easements.. existing and
proposed structures, streets, existing street improvements,
riqht-of-wav width and dimension setbacks.
^ '—' '—' 2. Show on site plan: Finish floor elevations, pad
elevations, elevations of finish grade adjacent to
building, existing topographical lines, existing and
proposed slopes, driveway with percent (%) grade and
drainage patterns.nnn 3. Provide legal description and Assessors Parcel Number.
Discretionary Approval Compliancen4. No Discretionary approvals were required.
'—' '—' '—' 5. Project complies with all Engineering Conditions of
Approval for Project No. .
'—' '—' '—' 6. Project does not comply with the following Engineering
Conditions of Approval for Project No.
Conditions complied with by: Date:
Field Review
'—' '—' '—' 7. Field review completed. No issues raised.
I—I'—I'—I 8. Field review completed. The following issues or
discrepancies with the site plan were found:
'—I'—' '—' A. Site lacks adequate public improvements
'—'I—'I—' B. Existing drainage improvements not shown or in
conflict with site plan.
I—I'—'I—' C. Site is served by overhead power lines.
P:\DOCS\M1SFORMS\FRM0010.0H REV. 02/27/91
'—' '—' '—' D. Grading is required to access site, create pad or
provide for ultimate street improvement.
'—' '—' '—' E. Site access visibility problems exist. Provide onsite
turnaround or engineered solution to problem.
nnn F. Other:
5/D
Dedication Requirements
9. No dedication required.
'—' '—' '—' 10. Dedication required. Please have a registered Civil
Engineer or Land Surveyor prepare the appropriate legal
description together with an 8V x 11" plat map and submit
with a title report and the required processing fee. All
easement documents must be approved and signed by owner(s)
prior to issuance of Building Permit. The description of
the dedication is as follows:
Dedication completed, Date By:.
Improvement Requirements
'—' 11. No public improvements required. SPECIAL NOTE; Damaged or
defective improvements found adjacent to building site must
be repaired to the satisfaction of the City inspector prior
to occupancy.
'—''—I'—'12. Public improvements required. This project requires
construction of public improvements pursuant to Section
18.40 of the City Code. Please have a registered Civil
Engineer prepare appropriate improvement plans and submit
for separate plancheck process through the Engineering
Department. Improvement plans must be approved,
appropriate securities posted and fees paid prior to
issuance of permit. The required improvements are:
Improvement plans signed, Date: by:.
P:\DOCS\MISFORMS\FRM0010.DH REV. 02/27/91
'—' '—' '—' 13. Improvements are required. Construction of the public
improvements may be deferred in accordance with Section
18.40 of the City Code. Please submit a letter requesting
deferral of the required improvements together with a
recent title report on the property and the appropriate
processing fee so we may prepare the necessary Future
Improvement Agreement. The Future Improvement Agreement
must be signed, notarized and approved by the City prior to
issuance of a Building Permit.
Future Improvement Agreement completed, Date:
By:one1—' 13a. Inadequate information available on site plan to make a
determination on grading requirements. Please provide more
detailed proposed and existing elevations and contours.
Include accurate estimates of the grading quantities (cut,
fill, import, export).
'—' '—' 14. No grading required as determined by the information
provided on the site plan.
'—' '—' '—' 15. Grading Permit required. A separate grading plan prepared
by a registered Civil Engineer must be submitted for
separate plan check and approval through the Engineering
Department. NOTE: The Grading Permit must be issued and
grading substantially complete and found acceptable to the
City Inspector prior to issuance of Building Permits.
Grading Inspector sign off. Date: by:
Miscellaneous Permits
'—' 16. Right-of-Way Permit not required
I—I I—I I—I 17. Right-of-Way Permit required. A separate Right-of-Way
T5*»vm-i+- i ce-iiAi-4 Imr ^VtA Wri/fi rn=navi Tirt Hiana r-+'Tnor>+' i a vf*rrf\ i f-oA fn-r-
.
Permit issued by the Engineering Department is required for
the following:
s!fnn 18. Sewer Permit is not required.
'—' '—' '—' 19. Sewer Permit is required. A sewer Permit is required
concurrent with Building Permit issuance. The fee required
is noted below in the fees section.
20. Industrial Waste Permit is not required.Erf
P:\OOCS\HISFORMS\FRM0010.0H MV. 02/27/91
• '—' '—' '—' 21. Industrial Waste Permit is required. Applicant must
complete Industrial Waste Permit Application Form and
submit for City approval prior to issuance of a Building
Permits. Permits must be issued prior to occupancy.
Industrial Waster Permit accepted -
Date: By:
D
n
n
D
n
D
D
Fees Required
I 27. Park-in-Lieu Fee
Quadrant:
Total Fees:
.Fee per Unit:.
23
24,
Traffic Impact Fee
Fee Per Unit:
Bridge and Thorough fare Fee
Fee Per Unit:
.Total Fee:.
Total Fee:
25. Public Facilities Fee required.
26. Facilities Management Fee Zone:
27. Sewer Fees Permit No.
Benefit Area:
Fee:
EDU's
Fee:
28. Sewer Lateral Required:.
Fee:
29. REMARKS:
ENGINEERING AUTHORIZATION TO ISSUE PERMIT
BY:DATE:
P:\DOCS\M1SFORMS\FRM0010.DH REV. 02/27/91
PLANNING CHECKLIST
N \
Plan Check No. 9Z~PC®3Address )|3$ C&f»-
Planner D«-*A fcc^ Phone 438-1161 ext.
(Name)
APN: 'Z^ -
Type of Project and Use A-g/Jr'/>'«M
/
i | i
a. a. a.
LS \Zone (^ I Facilities Management Zone /
Legend
LiJ Item Complete
I I Item Incomplete - Needs your action
1, 2, 3 Number in circle indicates plancheck number where deficiency was
identified
D D Environmental Review Required: YES NO i^-
DATE OF COMPLETION:
^TYPE
Compliance with conditions of approval? If not, state conditions which require action.
Conditions of Approval
D D Discretionary Action Required: YES NO
APPROVAL/RESO. NO. DATE:
PROJECT NO.
OTHER RELATED CASES:
Compliance with conditions of approval? If not, state conditions which require action.
Conditions of Approval
D D California Coastal Commission Permit Required: YES NO _
DATE OF APPROVAL:
San Diego Coast District, 3111 Camino Del Rio North, Suite 200, San Diego, CA. 92108-1725
(619) 521-8036
Compliance with conditions of approval? If not, state conditions which require action.
Conditions of Approval _ __
Em
DD
DD
D Landscape Plan Required: YES NO
See attached submittal requirements for landscape plans
he Plan:
1. Provide a fully dimensioned site plan drawn to scale. Show: North
arrow, property lines, easements, existing and proposed structures,
streets, existing street improvements, right-of-way width and
dimensioned setbacks.
2. Show on Site Plan: Finish floor elevations, elevations of finish grade
adjacent to building, existing topographical lines, existing and proposed
slopes and driveway.
3. Provide legal description of property.
4. Provide assessor's parcel number.
Zoning:
1. Setbacks:
B/DJ>'- 2.
/C3/LJ D Additional Comments
Front:
Int. Side:
Street Side:
Rear:
Lot coverage:
Height:
Parking:
(i&aiJ^t
Required
Required
Required
Required
Required
Required
Spaces Required
Guest Spaces Required
'
<*O Shown AS
^'^ Shown 6' - "* t
iJfic ShowrtJH- "" w
l& ' Shown 59'
y&o Shown c */0/*
3 d ' Shown ( ? '
^ , Shown <2.#
Shown
yte<^D v^//^s^ — -?) ! >*-
/^\
^)c~^
OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE -^
PLNCK.FRM
Point System Summary: Climate Zone 7 P-2R
xE"XA57/A/6? -h A OOIT/O^I
ProJeclTUte ^l^O^'ADD
BUILDING DATA
Conditioned Floor Area A ^ &>
/T/OA//PEMOD&L csu/rsr/
Number of Stories 1
Slab/Raised Floor -S Z- A B
Check all applicable Unit Type condition(s):
[ ] Single Family Detached (SFD) [ ] Addition Alone
[ ] Single Family Attached (SFA) [ ] Existing Building
[ ] Multi-Family (MF) ty\ Existing-Plus-Addition
SCORE CARD
1. Ceiling Insulation
2. Wall Insulation
3. Raised Floor Insulation
4. Slab Edge Insulation
5. Infiltration
6. Glass Heat Loss
7. Shading (Shade Open)
a. North
b. East
c. South
d. West
e. Skylight
8. Shading (Shade Closed)
a. North
b. East
c. South
d. West
e. Skylight
9. Interior Thermal Mass
10. Exterior Wall Mass
11. Heating System
Zonal Control? (Y/N)
12. Cooling System
Zonal Control? (Y/N)
13. Water Heating
Measures
f?//9 pfaa or O.O38
R-value $0] U-valuc [0.035]
R-11 or
R-value [11] U-value [0.098]
A/A or
R-value [19] U-value [0.037]
O or
R-value [0] F2 factor [0.77]
Standard
MS7::Date /3~//<3/7/
Glass Area
North 2O
East «?7
South • O
West .39
Skylight O
Total iSCo
% Glass
A
20
0
8
O
32%
Point Scores
- f
O
0
o
0
SMG/nnL. /.OO/O.(oS~ 3.2/0 ~^\
Typefdouble] U-valu'e [0.65] % Total Glass [20]
% Glass SC Eff. % Glass
-? x ,77 = 3 O
*~)f\ V JS. ^T" •— I--iO A . O-_? ~" '
O x —
8 x . 7-S
O x -
7 -/O
J> 2.
G? - 2-
0 0
-5
Sum 1-6
% Glass SC Eff. % Glass
-7 x .2<? = 2.
2O x ..30 = (b -^
O x — = o 5
8 x .1?^
Ox — =
,/'" ""' *-• •::£:'/.
Interior Mass/CFA
Exterior Wall Mass
/-; x^'i. x • / ••;, = •- ,-
2 3
C) O
O
O
^SEorHSPF Duct Efficiency [0.78] Effective SE or
[0.72/6.6] HSPF [0.56/5. 15]
— x — = —
SEER [8.9] Duct Efficiency [0.74] Effective SEER [6.59]
<5 EL /VQA/F
Type [SO] Credit [none]
PO//I/ Total:
-5"
Sum 7-10
O
o
-3-4
-44
Form Revised March 1988 POINT
Point System Summary: Climate Zone 7 P-2R
^ 7,577 AJG &L/DO.
Project Title ^/ft£fl -/£f)/7/OA///?e/>tyJE/, &1/E3T ^~£~ ^ / 2- //&/<?/
BUILDING DATA
Conditioned Floor Area 2. '1 '•'-Number of Stories /
Slab/Raised Floor _S/_/A r-
Check all applicable Unit Type condition(s):
[ ] Single Family Detached (SFD) [ ] Addition Alone
[ ] Single Family Attached (SFA) [X] Existing Building
[ ] Multi-Family (MF) [ ] Existing-Plus-Addition
SCORE CARD
1. Ceiling Insulation
2. Wall Insulation
3. Raised Floor Insulation
4. Slab Edge Insulation
5. Infiltration
6. Glass Heat Loss
7. . Shading (Shade Open)
a. North
b. East
c. South
d. West
e. Skylight
8. Shading (Shade Closed)
a. North
b. East
c. South
d. West
e. Skylight
9. Interior Thermal Mass
10. Exterior Wall Mass
11. Heating System
Zonal Control? (Y/N)
12. Cooling System
Zonal Control? (Y/N)
13. Water Heating
Measures
R-O or
R-value[30] U-value [0.035]
R-O or
R-value[ll] U-value [0.098]
/VA or
R-vaIue(19] U-value [0.037]
O or
R-value [0] F2 factor [0.77]
Standard
^ i\l :''—; / .Ocl.' .—
Glass Area % Glass
North ^2 /-'/
East O O
South o ,D
West ^ 9
Skylight o O
Total . --•-/ 2 1 '/,:•
Point Scores
-ICo
O
O
0
./% -2. -74
Type [double] U-value [0.65] % Total Glass [20] Sum 1-6
% Glass SC Eff. % Glass
• •-/ x c •"• = / V - ,£>
OX = o ^L
OX - =
X . : - =
X - =
% Glass SC Eff. 9
x -
x -
~ x . -: j =
x ••• =
.-&r :-j.:ec
In tenor Mass/CFA
Exterior Wall Massn 72. x n v/3 - ,0( / s 1 "*— ^ \r^ ' fC^/ — S / ''
Z 1
0
o Glass
,j -^
c.
/ c,
••O
0
O +/3
Sum 7-10s<:^ <^
SEorHSPF Duct Efficiency [0.78] Effective SE or
[0.72/6.6] HSPF [0.56/5. 15]
x - = - 0
SEER [8.9] Duct Efficiency [0.74] Effective SEER [6.59]
^E. A/OAJE '34
Type [SG] Credit [none]
Pom/ To/fl/: — ^5
Form Revised March 1988
Interpolation, Weighted Average & Addition Worksheet WS-2R
Project-Title Date /Z//8/9/
a The use of interpolation is illustrated in Section 4.3 of the Energy Conservation Manual (ECM). Evaluate the
expression between the vertical brackets, make it positive (+) whether negative or positive and add the value to the
"Low Points" to obtain the Point Score.
b Mixed raised floor/slab-on-grade construction and Glass Heat Loss are area-weighted according to point scores not
U-values. Other measures are weighted according to their respective values (e.g., U-value, shading coefficient,
HVAC efficiency) as explained in Section 4.2 of the ECM. Insulation may be weighted by point scores or U-values.
C Different slab edge types and duct conditions (duct insulation and location) are weighted by length. All other
measures are area-weighted as explained in Section 4.2 of the ECM.
d Compliance of additions with the point system is described in Section 4.4 of the ECM.
INTERPOLATION3
Low
Item Points
No. (A)
+
+
+
+
+
+
+
' +
+
+
+
Value Value Value
for Low Actual High Low for Low for High
Points Value Points Points Points Points
(B) (C) (D) (A) (B) (E)
( - ) x( - )•*•( - )
( - )x( - )•*•( - )
( - )x( - )•*-( - )
( - )x( - ) •*• ( - )
( - )x( - ) •*- ( - )( - )x( - ) •*• ( - )
( - ) x ( - )•*•( • )
( - )x( - ) •*• ( - )
( - )x( - ) •*• ( - )
( - )x( - )•*•( - )( - )x( - ) + ( - )
Point
Score
=1
=
=
r=
=
=
=
=
=
=
=r
WEIGHTED AVERAGE
Item
No.
Typel
Valueb
Typel
Area
Type 2
Value ,
Type 2
Area
Type 3
Value
Type3
Area
Total
Area0
Weighted
Average
Value"
7b
Id
= "-3-5
= '35"
= .79
= >-3O
= ..2*7
POINT GOAL OF EXISTING-PLUS-ADDITIONd
Existing
Building
Point Total
Existing
Building
Area
Addition
Point Goal
Addition
Area
Existing-Plus
Addition
Area
Point
Goal
[( - 9S" ) x ( 2 7 3. )( 0 ) x ()]-5Z
Fonn Revised March 1988
PROJECT NAME: SlNGH -ZONE AREA # 7
»2./6/y/HOUSE
HEATING SYSTEM DESIGN LOAD:
OUTDOOR TEMP.: 28 DEGREES F.
INDOOR TEMP.: 75 DEGREES F.
GLASS (DOUBLE GLAZED) .........
GLASS (SINGLE GLAZED)
WALL INSULATION (R-11)
BASEMENT WALL INSULATION (R-11)
FLOOR 0/UNHEATED SPACE INSUL. (R-19)
CEILING INSULATION (R-30)
U
U
U
U
U
U
0.65
1.00
0.091
0.091
0.053
0.033
DESCRIPTION
GLASS AREA (DOUBLE):
GLASS AREA (SINGLE):
WALL AREA (R-11):
BASEMENT WALL AREA (R-11):
FLR 0/UNHEATED AREA (R-19)
CEILING/ROOF AREA (R-30):
SKYLIGHT AREA:
AREA x
77
79
Q
Q
O
U
0.65
1.00
0.091
0.091
0.053
0.033
LOO
O
TEMP.
47 F.
47 F.
47 F.
47 F.
U7 F.
47 F.
47 F.
BTUH
£352.
= 3 7 /
Q
O
INFILTRATION
WINDOWS & SKYLIGHTS
DOORS SWING
DOORS SLIDING
CRACK LENGTH x CFM x TEMP.
0.5 47 F.
0.5 47 F.
0.5 47 F.
BTUH
228O
SLAB ON GRADE
UNINSULATED
PERIMETER
94
BTU/FT
47
BTUH
16
TOTAL DESIGN LOAD BTUH
PROJECT: ANNA SINGH GUEST HOUSE ADDITIONADDRESS: 1135 CAPE AIRE LANE CARLSBAD CA
12/1/91
* THE DEAD LOAD ROOF MATERIALS AND WEIGHT *
PLYWOOD SHEATHING 1/2 IN.
CEILING JOISTS, BLOCKING & RAFTERS
GYP BOARD CEILING
SHAKE ROOF
THE TOTAL DEAD ROOF LOAD
1.7 #/SF
2.7 #/SF
2.0 #/SF
3.0 #/SF
= 9.399999 #/F
LIVE LOAD
FLAT LESS THAN 200 SF. AREA
TOTAL LIVE LOAD '
= 20.0 #/SF
= 20#/SF
THE TOTAL DEAD + LIVE LOAD
* DEAD LOAD FLOOR MATERIALS *
: 29.4 #/SF
**********
= 0 #/SF
DECU11991
SINGH PAGE 0
++++B E A M # 101 ++++ WOOD ++++ GLULAM + + STEEL ++++
THIS IS A COMPUTER CALC. BM. DESIGN - UNIF. LD. OR CONC. OR BOTH
THE S FOR WOOD = 47.04 GLULAM = 35.28 STEEL = 3.536842
THE I FOR WD. = 274.4 FOR GLULAM = 219.52 FOR STEEL = 14.83243
THE FIBER STRESS F"= 1500 PSI
THE DEFLECTION IS LIMITED TO 1/360 OF THE SPAN
FOR WOOD BEAM : S = 47.04 INS :::::::::::::::::USE 2X14 ii ^ ^ '
FOR WOOD BEAM : I = 274.4 IN4: ::::::::::::::::: :USE 2X14 "f j (2.S. P- F.
********NOTE USE WHICHEVER IS LARGER ABOVE !!!!!!************
FOR BEAM CONNECTOR USE :
FOR GLULAM BEAM S = 35.28 INS ::::::::::USE 5X8
FOR GLULAM BEAM I = 219.52 IN4 :::::::::::::::::USE 5X8
*********NOTE USE WHICHEVER IS LARGER ABOVE !!!!!!!*************
FOR BEAM CONNECTOR USE :
FOR STEEL BEAM S = 3.536842 INS ::::::::::::::USE 7JR5
FOR STEEL BEAM I = 14.83243 IN4 ::::::::::::::::::USE 8JR6
**********NOTE USE WHICHEVER IS LARGER ABOVE MM!!!**************
FOR BEAM CONNECTOR USE :
THE UNIF.LD.= 30 #/SQ.FT. TL.LD.= 3.36
THE SPACING ON CENTER = 8 FT.
////////////////////UNIF. LD./////////////////////
L = 14 FT.*• / ___________________________________—___———
Rl = 1.68 KIP R2= 1.68
SINGH PAGE 0
V++B E A M # 102 ++++ WOOD ++++ GLULAM ++ STEEL ++++
-IIS IS A COMPUTER CALC. BM. DESIGN - UNIF. LD. OR CONC. OR BOTH
4E S FOR WOOD = 115.2 GLULAM = 86.39999 STEEL = 8.651548
-IE I FOR WD. = 554.752 FOR GLULAM = 456.704 FOR STEEL = 29.88198
rlE FIBER STRESS F = 1500 PSI
HE DEFLECTION IS LIMITED TO 1/360 OF THE SPAN
DR WOOD BEAM : S = 115.2 INS :::::::::::::::::USE 6X12
DR WOOD BEAM : I = 554.752 IN4:::::::::::::::::::USE 6X12
*******NOTE USE WHICHEVER IS LARGER ABOVE !!!!!!************
DR BEAM CONNECTOR USE :
DR GLULAM BEAM S = 86.39999 INS ::::::::::USE 5X13
DR GLULAM BEAM I = 456.704 IN4 :::::::::::::::::USE 5X13
********NOTE USE WHICHEVER IS LARGER ABOVE !!!!!!!*************
DR BEAM CONNECTOR USE :
DR STEEL BEAM S = 8.651548 INS ::::::::::::::USE 12JR[10
DR STEEL BEAM I = 29.88198 IN4 ::::::::::::::::::USE 10JR[8
*********NOTE USE WHICHEVER IS LARGER ABOVE !!!!!!!**************
DR BEAM CONNECTOR USE :
HE UNIF.LD.= 30 #/SQ.FT. TL.LD.= 3.84
HE SPACING ON CENTER = 8 FT.
p.p. ,50. THAT
BeAT
Y = 8 FT.
DNCENTRATED LD. = 1.68 KIP
*
*
< Y >
*
*
V
////////////////////UNIF. LD./////////////////////
L = 16 FT,
Rl = 2.76 KIP R2= 2.76
t-THIS IS A **HORIZ. SHEAR** TEST OF A HIGH LOADED WOOD BEAM**
ic******THE SHEAR IS LIMITED TO 95 tt/SQ.IN. AS PER UBC********
HE LOAD PER LINEAR FT. ~ 360
HE SPAN = 16 FT. :::::::::THE LOAD SPAN -
HE TOTAL LOAD IS = 1.4 KIP
HE REACTION R -- V IS 2700 LBS
HE BEAM TESTED IS 6 X 5.5 AREA - 33 SQ.IN,
NCREASE SIZE OF BEAM TO 42.66 SQ.IN.
3E A 7.1 X 6 BEAM OR 5.5 X 7.8 BEAM
cipe feAi^-(lf TApgpLcur -po" u). A <* "H . Ar ou rs i pg PLATE-
COMPONENT:
THIS PROGRAM WILL TABULATE SHEAR LOADS DUE TO WIND OR EARTHQUAKE
ON A BUILDING OR BUILDING COMPONENT EITHER ON THE 1ST FLOOR
OR ABOVE THE 1ST FLOOR BUT NOT TO EXCEED THREE FLOORS IN HT.
**** THE BUILDING OR COMPONENT IS ONLY ONE STORY ****
THE HEIGHT IS 8 FT. THE TOTAL LENGTH OF PARTITIONS =42 FT.
WTS USED: WALLS= 18 LBS. ROOF= 10 LBS. PARTITIONS= 10 LBS.
THE WIND PRESSURE IS 15 LBS./SQ.FT.
TOTAL SHEAR= 1100 OR ROTATIONAL SHEAR= 0 LBS.
ACTUAL SOLID WALL= 11 FT.
SHEAR/LF.= 100 LBS. r,
LENGTH L= 16 FT. J j^ l^All
*********************************•***'*********
* *
* *
ROTATIONAL SHEAR = 0 LBS. ROTATIONAL SHEAR = 0 LBS.
TL SHEAR= 1100 LBS. TL SHEAR= 1100 LBS.
ACTUAL SOLID WALL 18 FT. ACTUAL SOLID WALL 13 FT.
SHEAR/LF= 61 LBS. SHEAR/LF= 84 LBS.
WIDTH W= 31 FT. WIDTH W= 31 uFT.
3 * * ~
•3:; 3* *
************************** ** *****************
~; LENGTH L= 16 FT.
ACTUAL SOLID WALL= 16 FT.
SHEAR/LF.= 68 LBS.
TOTAL SHEAR= 1100 OR ROTATIONAL SHEAR = 0 LBS.
: LPRINT
WHEN ALL SIDES HAVE SHEAR WALLS THEN NO ROTATIONAL SHEAR FORCE IS SHOWN
IF ONE SIDE HAS NO ACTUAL WALL AT ALL THEN A ROTATIONAL FORCE IS
CALLED FOR::: USE THE LARGER FORCE (TL. OR ROTATIONAL)!
TOTAL EARTHQUAKE FORCE =2.2 KIP
TOTAL WIND FORCE ON LONG WALL= 1 KIP
TOTAL WIND FORCE ON END WALL= 1.9 KIP
FORCE USED IN LONG DIRECTION: 2.2 KIP
FORCE USED IN SHORT DIRECTION: 2.2 KIP
TOTAL WEIGHT OF BUILDING= 10 KIP
EARTHQUAKE
PF :
B$ :
D$ :
Q :
L :
W :
H :
P :
S :
Nl :
SI :
Wl :
El =
DG =
DD =
ZW :
ZR =
ZP =
WT =
RT =
PT =
TL =
TE =
K =
K2 =
WZ =
WW =
WM =
Y =
Z =
XT =
XEQ =
N9 =
S9 =
W9 =
E9 =
D9 =
D8 =
NX =
SX =
wx =
EX =
DX =
GX =
QX =
HI =
Q =
Z5 =
Y5 =
KK =
TT =
EQ =
NN =
PP =
QQ =
D7 =
AND WIND DESIGN CONTINUED PAGE: 0
**** LEGEND OF VARIABLES ****
: PAGE NO. A$=PROJECT NAME
ADDRESS OF PROJECT C$=DATE
DESCRIPTION OF THE COMPONENT Q =TRI. COMPONENT
TRIANGULAR COMPONENT
LENGTH OF COMPONENT
WIDTH OF COMPONENT
HEIGHT OF COMPONENT
TOTAL LENGTH OF INSIDE
STORY HEIGHT NO.
ACTUAL LENGTH OF SHEAR
ACTUAL LENGTH OF SHEAR
ACTUAL LENGTH OF SHEAR
ACTUAL LENGTH OF SHEAR
ACTUAL LENGTH OF SHEAR
DIAG WALL OR HYPOTENUS
WT. OF WALLS
WT. OF ROOF
WT. OF PARTITIONS
TL. WT. OF WALLS
TL. WT. OF ROOF
TL. WT. OF PARTITIONS
TL. WT. OF BUILDING
TL. EQ. LOAD ON BUILDING
INTEGER OF TE
INTEGER OF THE TRIANGULAR EQ.
WIND LOAD NORMAL TO WALL
MAX. WIND LD. ON THE L
MIN. WIND LD. ON THE W
MAX. OF EITHER WIND OR EQ.
MAX. OF EITHER WIND OR EQ.
TL. WT. OF TRIANGULAR
TL. EQ. LOAD
TL. SHEAR ON Nl WALL
TL. SHEAR ON SI WALL
TL. SHEAR ON Wl WALL
TL. SHEAR ON El WALL
TL. SHEAR ON THE DIAG.
TL. SHEAR ON THE DIAG.
SHEAR/LF ON Nl WALL
SHEAR/LF ON SI WALL
SHEAR/LF ON Wl WALL
SHEAR/LF ON El WALL
SHEAR/LF ON DIAG. WALL
SHEAR/LF ON DIAG. WALL
#/LF FOR DG WALL
ADJ. HT. FOR 1 OR MORE
INDICATES A TRIANGULAR
MAX OF EITHER WIND OR
MAX OF EITHER WIND OR EQ.
KK/1000
TL/1000
EARTHQUAKE FORCE 20.0
Nl OR SI FOR TRIANGLE
LARGER OF SI OR Nl
LARGER OF El OR Wl
60% OF DG WALL @ EA.
PARTITIONS
SOLID WALL NORTH
SOLID WALL SOUTH
SOLID WALL WEST
SOLID WALL EAST
SOLID WALL DIAG.
1 OF TRIANGLE = 34
G
AR EQ. LOAD
L
SIDE (LONG)
SIDE (END WALL)
EQ. IN SHORT DIR
EQ. IN LONG DIR
OMPONENT
WALL(N-S) DIR
WALL(E-W) DIR
IN (N-S) DIR.
IN (E-W) DIR.
THAN 1 STORY HT .
COMPONENT
Q. ON TRIAN, COMP
Q. ON TRIAN. COMP
1ST FL 18.6% 2ND
R . COMPONENT
= 16 FT.
= 31 FT.
= 8 FT.
= 42 FT.
=fll FT.
= 16 FT. ;
= 18 FT.
= 113 FT.,
= 0 FT.""
FT __
= djD#/SF= Jcnft/SF
= <TO)#/SF
= 4176 ft
= 4960 ft
= 1680 ft
= 10816 # X 'ZC'% -~
= 2200 ft ,
- 1667.2 ft *'^/t r/
= 15 #/SF
= 960 #
= 1860 ft
= 2200 ft
= 2200 ft
= 8336 ft
= 1667.2 ft
= 1100 # •*-
= 1100 #«<-
= 1100 #•* —
= 0 ft
= <1*
= [151.5636 #/LF
= 10412 #/LF
= 103/3333 #/LF
= 184/61539 #/LF
= 0 #/LF
= 0 #/LF
= 0 #/LF
= 4 FT.
= 0
= 1860 ft
= 1667.2 ft
=2.2 KIP
= 10>*-8-U6 KIP
FT ~" I 2 \ ert
- 0 FT
= 16 FT
= 0 FT