HomeMy WebLinkAbout2526 LA GOLONDRINA ST; ; CB921135; PermitBUILDING PERMIT
02/02/93 12:53
Page 1 of 1
Job Address: 2526 LA GOLONDRINA ST Suite:
Permit Type: RESIDENTAL ADD/ALT
Parcel No: 215-561-08-00 Lot#:
Valuation: 48,941
Construction Type: VN
Occupancy Group: R3 Ref erence#:
Description: 412 SF ADD + 165 SF DECK + KIT
REMODEL
Permit No: CB921135
Project No: A9202330
Development No:
1033 02/02/93 0001 01 02
C-PRMT 539 00
Status: ISSUED
Applied: 10/22/92
Apr/Issue: 02/02/93
Entered By: DC
Appl/Ownr : PARADISE, DENNIS 619 438-9224
2526 LA GOLONDRINA -
CARLSBAD, CA 9209
** Fees Required .k 1 .-' C!lected & Credits
Fees: 7 15 4uO
Adjustments: / - / -'ot- :rit-.'. .00
Total Fees: / 74,r / Pvet. 215.00
Bala':- p'--• 539.00
Fee description -. -- -. -Ut3 \ /U:t Ext fee Data
- -T
--- -- - -. --- _________________
Building Permit I 0 f 408.00
Plan Check ( \ / u J 265.00
Stronq Motion Fee 5.00
* BUILDING TOTAL \ J (I-)J;' 678.00
Enter "Y for PlumUii. 1.uL' . I , 20.00 Y
Each Plumbing Fixt\x or 'p 7' 4 / / . 14.00
Each Building Sewer\ > - ..9 15.00
\ NCr 'HA / Gas Piping System 1 .' '-00 7,00
* PLUMBING TOTAL _- 0 56.00
Enter 'Y" for Electric\Tjc-.'F'e 10,00 Y
Enter "Y " for Remodel / '- '- 10.00 Y
A ELECTRICAL TOTAL - 20,00
INSP.
'APPROVAL
DATE ..z.
CLEARANCE
CITY OF CARLSBAD
2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161
c44~q3 /
B U I L D I N G P E R M I T Permit No: CB921135
07/2 /93 10:44 Project No: A9202330
Page 1 of 1 Development No:
Job Address: 2526 LA GOLONDRINA ST Suite:
Permit Type: RESIDENTAL ADD/ALT
Parcel No: 215-561-08-00 Lot#: 380 07/27/Q7 0001 01 02 Valuation: 48,941 c-p ioo Construction Type: VN
Occupancy Group: R3 Reference#: Status: ISSUED
Description: 412 SF ADD + 165 SF DECK ± KIT Applied: 10/22/92
REMODEL Apr/Issue: 02/02/93
Entered By: DC
Appl/Ownr : PARADISE, DENNIS 619 438-9224
2526 LA GOLONDRINA
CARLSBAD, CA 92009
*** Fees Reciuied )1.?cted & Credits
------------------------/__J --
Fees cj (0 1 r Adjustments: I 00
Total Fees / 79 / 'fr' OtcJ. P5tt 754 00
Blane. 19-00
Fee description \ Ext f ee Data
Building Permit I 0 p\ 408.00
Plan Check 0 265,00
Strong Motion Fee - iV 5.00
BUILDING TOTAL . / 678 00
Enter Y for Plumbatj 20.00 Y
Each Plumbing Fixture or Trap Each Building Sewer > 1 5
Gas Piping System N CO ( 7 0
* PLUMBING TOTAL Enter "V for Electric ' Fe Other N LI 7 * ELECTRICAL TOTAL
-
FINAL APPROVAL
:NSP. -DATE
CLEARANCE
CITY OF CARLSBAD
2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161
14.00
15. 00
7.00
56.00
10.00 Y
25.00 UPT0200AMP
35.00
PERMIT APPIICA11O4 S
City of Carlsbad Building Department
2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161
1. PERMIT TYPE
A - 0 Commercial U New Building U Tenant Improvement
B - 0 Industrial 0 New Building 0 Tenant Improvement
C - $Jesidential 0 Apartment 0 Condo 0 Single Family Dwelling Addition/Alteration
0 Duplex 0 Demolition 0 Relocation 0 Mobile Home 0 Electrical 0 Plumbing
0 Mechanical 0 Pool 0 Spa 0 Retaining Wall 0 Solar 0 Other.
PLAN CHECK NO. ?2 //jj —
EST. VAL
PLAN CK DEPOSIT c2 /.S
VALID. BY
DATE oe
9804 10/22/92 0001 01 02
C-PRMT 215.00
2. PROJECT INFORMATION I FOR OFFICE USE ONLY
Address Q5 L.i4 Building or Suite No.
Nearest Cross Street COT. fN-r/4 LEGAL DESCRIPTION Lot No. subdivision Name/Number Unit No. Phase No.
Energy Calcs Structural Calcs 02 Soils Report 1 Addressed Envelope
DESCRIPTION OF WORK ADD - F,4-/'I1L'f x)
SQ. FT. 4<D4, , # OF STORIES
NAME PCW4L..f) ,pov4a.. ADDRESS IS L1vp.pL. PR, 'uI 7
CITE 4ZP 1FF 6Y -e ASTATE (4. ZIP CODE 1'2c71f-) 7 DAY TELEPHONE 43l -45/
NAME , (r13d,5(ADDRESS zIc,44
CITE Ce-rlh44 STATE (2,4, ZIP CODE (/2<0C9 DAY TELEPHONE -
k'I{UFS.KIY
NAME ,tlr. A M rs, €4J..4J1' ,y44d) (ADDRE55
CITE STATE ZIP CODE DAY TELEPHONE
(X)NTRAC'IDR
NAME ADDRESS
CITE STATE ZIP CODE DAY TELEPHONE
STATE UC. # LICENSE CLASS CITE BUSINESS UC. #
DESIGNER NAME Qt ,4pcN,TEA #HLSS J3g p4 - ,
CITEC),-C. b 4k 'j STATE £ft. ZIP CODE 92ec'7 DAY TELEPHONE 4'J -4457 STATE IJC. # woiRIks WMPATRJN
Workers' Compensation Declaration: I hereby affirm that I have a certificate of consent to sell-insure issued by the Director of 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. Q.
INSURANCE COMPANY POLICY NO. EXPIRATION DATE
Certificate of Exemption: I certify that in the performance of the work [or 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
OWNER-BUILDER DECLARA11ON
Owner-Builder Declaration: I hereby affirm that I am exempt from the Contractor's License Law for the following reason:
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 Cede: 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.).
. 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(s) licensed pursuant to the Contractor's License Law).
I am exempt under Section Business and Professions Code for this reason:
(Sec. 7031.5 Business and Professions Cede: 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 [$5001).
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?
DYES ONO
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district?
DYES ONO
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site?
DYES ONO
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 TIlE REQUIREMENTS OF 11W OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DIS'IIUCF.
eretiy affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(i) Civil Code).
LENDER'S NAME LENDER'S ADDRESS
10. APPLICANT CERIlFICAllON
I certify that 1 have read the application and state that the above information is correct. I agree to comply with all City 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
purposes. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, CX)STS
AND EXPENSES WHICII MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.
OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height.
Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the
building or work authorized by su.b1-permit is not commenced within 365 days from the date of such permit or if the building or work authorized by
such permkJ suy591ed o5pI6ned at any time after the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code).
DATE:/' Zz--?z
FInance
Me
CITY OF CARLSBAD
INSPECTION REQUEST
PERMIT# CB921135 FOR 12/07/93 INSPECTOR AREA TP
DESCRIPTION: 412 SF ADD + 165 SF DECK + KIT PLANCK# CB921135
REMODEL 0CC GRP P3
TYPE: PAD CONSTR. TYPE VN
JOB ADDRESS: 2526 LA GOLONDRINA ST STE: LOT:
APPLICANT: PARADISE, DENNIS PHONE: 619 438-9224
CONTRACTOR: PHONE:
OWNER: PHONE:
REMARKS: MH/JOANN/438-9224 INSPECTOR _ ____________________ SPECIAL INSTRUCT: PERMIT IS ABOUT TO EXPIRE/WILL CALL I AM FOR TIME
TOTAL TIME:
CD LVL DESCRIPTION ACT COMMENTS
19 ST Final Structural
29 PL Final Plumbing
39 EL Final Electrical
49 ME Final Mechanical
***** INSPECTION HISTORY *****
DATE DESCRIPTION ACT INSP COMMENTS
080493 Final Combo CO TP SEE JOB CARD
060193 Exterior Lath/Drywall AP PK
051893 Interior Lath/Drywall AP PY
051893 Exterior Lath/Drywall AP PY
051293 Insulation AP TP
051293 Frame/Steel/Bolting/Welding AP TP
051293 Rough/Topout AP TP
051293 Rough Electric AP TP WALLS & CEILING ONLY
051293 Rough/Ducts/Dampers AP TP
050693 Frame/Steel/Bolting/Welding NR TP CORP NOT COMP
050693 Rough Electric NR TP
050493 Rough Combo CO TP SEE CALL SLIP/OK TO INStIL
042893 Rough Combo CO TP SEE LIST
042693 Rough Combo CO TP
031593 Underground/Under Floor AP TP EXTENSIONS
031593 Ftg/Foundation/Piers AP TP
031193 Ftg/Foundation/Piers CO TP
PROFESSIONAL REGISTERED INSPECTIONS, INC 7895 Convoy Court
San Diego, California 92111
Phone 292-061
INSPECTORS WEEKLY REPORT 1No.3 ENDING ON I.......
COVERING WORK PERFORMED
WHICH REQUIRED APPROVAL BY
THE SPECIAL INSPECTOR OF
J REINFORCED CONCRETE
PRE-STRESSED CONCRETE
Ll REINFORCED MASONRY
l STRUCT. STEEL ASSEMBLY GLUE . LAM. FAGRICATIOI
U REINFORCED GYPSUM OTHER
PILE DRIVING .
JOB ADDRESS
o1zc'g C,/qcl
BUILDING PERMIT NUMBER
C92 //5-5'
PLAN FILE NUMBER
OWNER OR PROJECT NAME
c/t e /
. ARCHITECT
CONSTR. MAT'L. (TYPE, GRADE, ETC.) DESIGN STRENGTH SOURCE OR MFGR. ENGINEER
DESCRIBE MAT'L. (MIX DESIGN. RE-BAR GRADE & MFGR., WELD-ROD. ETC.)
A Cr sle, Af c
GENERAL CONTRACTOR/
CONTR. DOING REPORTED WORK
LAB. RECEIVING & TESTING CONSTR. MAT'L SAMPLES
INSP'N.
DATE
LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC
INCLUDES INFORMATION ABOUT - AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED: NUMBER, TYPE, & (DENT. NO'S.
OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS (WELDS MADE, H.T. BOLTS TORQUED) CHECKED; ETC.
I
AN cc/ 2 Y1 c-tc Aü/'r
c ,'/, - e
(9 / /J /c p s .. c/ oor
y
e
/ ~ ~ /-," "/, Zj, -
SI NATURE OF R ISTERED INSPECTOR
2' DATE OF .EPORT REGISTER NUMBER
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) 560-1468
DATE: /1 - /7-
JURISDICTION: C
PLAN CHECK NO: 9 2113 SET: /J...
PROJECT ADDRESS:2.
PROJECT NAME: oP 4 1J
3URISDIC N
PLAN CHECKER
OFILE COPY
E UPS
DDESIGNER
119 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 El with-the jurisdict ion's building codes when minor deficien-
cies identified are resolved and
checked by building department staff.
LI The plans transmitted herewith have significant deficiencies
identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
LI The check list transmitted herewith is for your information.
The plans are being held at Esgil Corp. until corrected
plans are submitted for recheck.
LI The applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
LI The applicant's copy of the check list has been sent to:
Li Esgil staff didnot advise the applicant contact person that
plan check has been completed.
LI Esgil staff did advise applicant that the plan check has
been completed. Person contacted:
Date contacted: Telephone
LI REMARKS:
Ey:L)L. Enclosures:
SGILCOR I
EJGA 11CM
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) 560-1468
DATE:
JURISDICTION: CARLSBAD
PLAN CHECK NO: /SET: 1
PROJECT ADDRESS:
PROJECT NAME: c5
fl3URISDICT
LJPLAN CHEC
OFILE COPY
o U PS
f--.DESIGNER
-
r-1 Theplans transmitted herewith have been corrected where U 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.
D The plans transmitted herewith have significant deficiencies
identified on the enclosed check list and should be corrected
and resubmitted for a comolete 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.
fl 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:
- IUcL b, Sr-c (?rrFCft 2007
fl 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: /1— 2 - - Telephone a5 /1?c?,/
[]REMARKS:
By: Enclosures:
ESGIL CORPORATIOJ
DGA El CM
PLAN NO: _____________
JURISDICTION: CITY OF CARLSBAD
PROJECT ADDRESS: CP //1L1
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:
1991 UBC (eff. 8/14/92)
1991 UPC (eff. 8/14/92)
1990 NEC (eff. 7/1/91)
1991 UNC (eff. 8/14/92)
The above regulations apply to residential
construction, regardless of the code editions
flOOR AREA: I V2 adopted by ordinance.
STORIES:
]HEIGHT:
PLAN CORRECTION SHEET
crr OF CARLSBAD
SINGLE FAMILY AND DUPLEX DWELLINGS
Date plans received by jurisdiction:
///
Date plans received by Esgil Corporation:
///9
Date initial plan check comleted:/)
///2)By: 6f, C,
'1•
Applicant contact person:
CtVelephone: t7L3 "3 lOe
The 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), 1991 Uniform Building Code, the approval of
the plans does not permit the violation of any
state, county or city law.
To Sneed up the recheck process, _note on this list
(or 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.
NOTE: PAGE NUMM ARE NOT IN SEQUENCE AS PAGES HAVING NO ITF4S NEEDING CORRECTIONS WERE DRr.rrF:D.
List No. 2, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1991 UBC)
7. Indicate distance from property lines to / proposed construction. Section 302(d).
PLANS
1. Please make. all corrections on the original
tracings and submit two new sets of prints, to:
Esgil Corporation, 9320 Chesapeake Drive,
Suite #208, San Diego, California 92123,
(619) 560-11468.
/1. Please make all corrections on the original
tracings and submit two new sets of prints, to:
The jurisdiction's building department.
3/ Indicate on the Title Sheet of the plans, the
name 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 Co e).
5. Plans, specifications andcalculations shall be
signed by the Californiastat1icensed
engineer or architect responsible for their
preparation, for plans deviating from
conventional wood frame construction. Specify
expirati:n date of license. (California
Business and Professions Code). C_CL I c-.--s ccA_L 2f\.1 - o( 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 1991 UBC, UMC and UPC and 1990 NEC.
ie-, G-.-t. AJcYj I o rcILt,J
Submit fully dimensioned plot plan drawn t0
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
j1L...alcwas.. Show finish floor elevations and —
show 1. elevations of adjacent finish grade.
02d'
with minimum Elopes.
Section
10. 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."
l( Clearly show if the lower level is abasement
/ 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.
17. 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 INSPECTIONS
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 REMARKS
CHECKED
SOILS COMPLIANCE
PRIOR TO
FOUNDATION INS?.
FIELD WELDING
HIGH STRENGTH BOLTS
EXPANSION ANCHORS
SPECIAL MASONRY
SPRAYED ON FIRE
PROOFING
PILES /CAISSONS.
DESIGNER-SPECIFIED
OTHER
STRUCTURAL CONCRETE
OVER 2500 PSI
PRESTRESSED STEEL
11 -
Exterior walls closer than 3 feet to property
/ lines shall be one-hour rated construction and
have no openings. Table 5-A.
8/5/92 2
lk'L Exterior walls closer than 3 feet to a )' Sleeping rooms shall have a window or exterior
7 property line shall have 30 inch parapets when / height door for emergency exit. Sill shall
the floor area per floor exceeds 1,000 square not exceed 44" above the floor. The window
feet. See Section 1710 for possible exception. must have an openable area of at least 5.7
square feet with the minimum openable width
15<' Projections, including eaves, may not extend 20" and the minimum openable height 24".
/ more than 12 inches into the 3 foot setback Section 1206.
from the property line. Section 504(b).
6. Basements in dwelling units shall comly with
y. Eaves over required windows shall be not less /4the above (even if not designated as sleeping
than 30 inches from the side and rear property rooms). Section 1204.
lines. Section 504(a). /
Window area must be at least 1/10 of the floor
Projections, including eaves, shall be one-hour 7 area and a minimum of 10 square feet per
/ fire-resistive construction, heavy timber or of Section 1205 (b). Appears to be deficient in
noncombustible material if they project into
the 3' setback area from the property line.
Section 1711.
lft(
/
Plastic skylights shall not be installed within
that portion of a roof located within a ,26. Openable window area in habitable rooms must
distance to property line where openings in 7 be 1/20 of the floor area and a minimum of 5
exterior walls are prohibited or required to be square feet. In bathrooms, laundry rooms and
protected. Section 5207 (a) 7. similar rooms 1/20 of area is required and
minimum is 1.5 sq. ft. Section 1205 (c).
19. Show locations of permanently wired smoke
detector with battery backup: 27 At least 1/2 of the coon wall must be open
Inside each bedroom. and have an opening not less than 25 sq. ft.
Centrally located in corridor or area nor one tenth of the floor area of the
giving access to sleeping rooms, interior room if light and ventilation is
On each story. being supplied from an adjacent room.
In the basement, if part of the dwelling
unit. ,
Sectio 105 (a). / Jf) ç; L (5 ii ,4e I 7
When sleeping rooms are upstairs, at the /8. R'equired windows hall not open into a robfed
upper level in close proximity to the porch unless the ceiling height is at least 7
stair. feet, the longer side is at least 65% open,
In rooms adjacent to hallways serving and the porch abuts a street, yard or court.
bedrooms, when such rooms have a ceiling Section 1205 (a).
height 24 inches or more above the
ceiling height in the hallway.
11Y.
Provide mechanical ventilation capable of
NOTE: Detectors shall sound an alarm audible 7 providing five air changes per hour in
in jj sleeping areas of the unit. Section bathrooms, water closet compartments, laundry
0. 121 rooms and similar rooms if required openable
windows are not provided. Section 1205 (c).
2,0. When the valuation of a room addition or
/ repair exceeds $1,000, or when sleeping rooms ) Note that the discharge point for exhaust air
are created, smoke detectors shall be provided / will be at least 3 feet from any opening into
at existing bedrooms per item 19 above, the building. Section 1205(c).
Section 1210.
/ 1. Ductless fans cannot be used in bathrooms if a
_______ GENERAL IDTIAL RBuixr2TS / tub or shower is present. Section 1205(c).
Habitable rooms, other than kitchens, shall Show that ceiling height for habitable rooms
is 7'611. Section 1207 (a). a minimum of contain at least 70 feet floor square of area. / At least one room shall have not less than 120
square feet of floor area. Section 1207 (b). 33v Show ceiling height for laundry rooms,
No habitable room, other than a kitchen, shall hallways, corridors, and bathrooms is a
minimum of 71 0". Section 1207 (a).
be less than 710" in any dimension. Section
1207 (c). $. Dimension on the plans 30" clear width for
/ water closet compartments and 24" clearance in
front of water closet. Section 511 (a).
5/22/92 3
35 Show safety glazing in the following Provide 36" high protective railing for
G balconies, and open sides of stair ations, per Section 5406(d): porches,
Where the nearest edge of glazing is landings. Openings between railings shall be
within a 24-inch are of either side of a -less than 4". The triangular openings formed _..mow"
door in a closed position (unless there is by the riser, tread and bottom elements of a
an intervening wall between the door and
the glazing or if the glazing is 5'-O" or
guardrail at a stair shall be less than 6".
Section 7l2.
higher above the walking surface). ki e.c<
Glazing greater than 9 square feet with ,43. Show how gua'drail connection details are
lineal foot the bottom edge less than 18" above the Z adequate to support 20 pounds per
floor and the top edge greater than 36" at a right angle to the top rail. Table 23-B.
above the floor (unless the glazing is
more than 36" horizontally away from j4. Provide stairway and landing details. Section
walking surfaces or if a complying 3306 (b), (c) and (o).
protective bar is installed).
C. Glazing in shower and tub enclosures Maximum rise is 7" and minimum run is
(including windows within 5 feet of tub 1111 . When the stairs serves less than 10
or shower floor.), - occupants, or serves an unoccupied roof,
rise may be 8" maximum and run 9"
PUW / /t". iUt vi /i.-t
3. Walls and floors separating units in a duplex minimum.
/ shall be of one-hour fire-resistive
construction. Provide details of the Minimum headroom is 61 -811.
assemblies. Section 1202(b).
C. Minimum width is 36".
3x A mezzanine is an intermediate floor and may
/ not have a floor area exceeding 33 1/3 percent 4,5< All handrails per Section 3306 (i), shall
of the total floor area in the room below. The / satisfy the following:
mezzanine floor must have a clear height of 7
feet, above and below, and must have the long Provide handrail for stairways with 4 or
side open to the room below except for posts more risers.
and protective walls or railings not exceeding
44" in height. Section 1717. Handrails and handrail extensions shall
be 34" to 38" above the nosing of treads.
37 The loft you show does not comply as a
/ mezzanine floor and is, by Uniform Building C. The handgrip portion of handrail shall be
Code definition, a story. Section 1717. not less than 1 1/211, nor more than 2" in
cross-sectional dimension.
39 Dwellings used for daycare for 7 to 12 children
/ shall comply with the special requirements in d. Except for stairs serving only one
Chapter iz of Title 24. tenant, handrails shall be extended 12"
beyond the top and bottom of the stair.
lTS, STAI1JAYS. AND RAILINGS
6. Every stairway landing shall have a
4ft' Floors above the second story shall have not / dimension, measured in the direction of
/ less than 2 exits. Exceptions: 1. Occupied travel, at least equal to the stairway width.
roofs may have one exit if such occupied areas If a door occurs at the landing, such
are less than 500 square feet and located no dimension need not exceed 36 inches. Section
higher than immediately above the second story. 3306 (g), 3304 (j).
2. When the third floor within a unit does not
exceed 500 sq. ft., only one exit need be }c1. An interior door may open at a landing that is
provided. Section 3303(a). not more than 8" lower than the floor level,
provided the door does not swing over the
Al. Required exit doorways shall be not less than landing. Section 3304(i).
7 36" in width and not less than 618" in height.
j( Provide details of winding stairway complying
/ with Section 3306 (d):
Minimum tread is 6 inches at any point
and minimum 9 inches at a point 12 inches
from where the treads are narrowest.
Maximum rise is 8 inches.
C. Minimum width is 36 inches.
9/2/9
49 Pró'ide spiral stairway details, per Section
3306 (f):
Minimum run is 7 1/2 inches measured at a
point 12 inches from where the treads are
the narrowest.
Maximum rise is 9 1/2 inches. Maximum
clear opening between risers is 6 inches.
C. Minimum headroom is 6 feet 8 inches
d. The tread must provide a clear walking
area measuring at least 26 inches from the
outer edge of the supporting column-to the
inner edge of the handrail.
Spiral stairways may not be used for required
exits when the area served is greater than 400
sq. ft. Section 3306 (f). -
5/ Provide I.C.B.0. Research Report and number for
/ metal stairway, or submit plans and
calculations and approved fabricator registered
with the building department or note that the
stairway fabrication plans shall be submitted
to and approved by the building official prior
to installation.
Exterior stairways shall not project into the 3
foot setback from the property lines. Section
3306 (m).
5 The walls and soffits of the enclosed usable / space under interior stairs shall be protected
- on the enclosed side as required for one-hour
fire-resistive construction. Section 3306 (1).
Within units, show that corridors have a
/ minimum width of 36 inches. Section 3305 (b).
ROOFPG
Specify roof slope.
. Roof slope is not adequate for roof type / specified. Table 32-B, D and E.
Specify roof material and application.
Chapter 32.
,1. Specify I.C.B.0. or U.L. approval number for / roof materials not covered in U.B.C., e.g.,
tile, etc. Section 107.
59 Specify minimum 1/4 inch per foot roof slope 7 for drainage or -design to support accumulated
water. Section 3207 (a) and Section 2305 (f).
Show roof drains and overflows. Section 3207.
61 Provide skylight details to show compliance
with Sections 3401 and 5207 or provide
I.C.B.0. approval number.
Plastic skylights must be separated from each
other by at least 4 feet, unless they are over
the sane room and their combined area does not
exceed 100 square feet (or 200 square feet if
the plastic is a "CCI" material). Section
5207 (a) 6.
/3. Show attic ventilation. Minimum vent area is
1/150 of attic area or 1/300 of attic area if
at least 50 of the required vent is at least
3 feet above eave vents or cornice vents.
Show required area and area provided.
Section 3205 (c).
,64. Provide fireplace construction details or note
construction to be per attached fireplace
standard drawing. Chapter 37.
65. Show anchored veneer support and connections
attached to wood in Seismic Zones 3 and 4,
comply with Section 3006 (d)1 and Section 2515
(a). Show ties, #9 wire in horizontal
joints, etc.
66 Show height and construction details of all
concrete and masonry walls. Chapters 24 and
26.
Show floor and roof connections to masonry and
concrete walls. Connection shall resist 200
pounds per lineal foot or the actual design
load, whichever is greater. Cross grain
tension or bending in wood ledgers is not
permitted.
Section 2310.
Show a minimum 2" air space and flashing
- between planter and building walls.
Section 2516 (c) 7.
GARAGE MW CARS
69< Garage requires one-hour fire protection on
the garage side of walls and ceiling coimon to
the dwelling. Table 5-B, Section 503- (d).
/761 All elements supporting floor above garage,
including walls supporting floor joists, must
have one-hour fire-resistive protection on the
garage side. Section 503 (b)
7X Show a self-closing door, either 1-3/8" solid
core or a listed 20-minute assembly, for
openings between garage and dwelling.
Section 503 (d).
5/22/92 5
72/ Garages are not permitted to open into a room
/ used for sleeping purposes. Section 1104.
An occupancy separation is not required between
carport and residence, provided the carport is
open on two or more sides and has no enclosed
uses above. Section 503 (a) Exception 3.
7/ Show garage framing sections, size of header
/ over garage opening, lateral cross bracing at
plate line, method bracing garage front and
holddowns if required. Chapter 23.
NOTE: Maximum shear panel height-to-width
ratio is 3 1/2 to 1 for plywood. Table 25-I.
Doors may open into the garage only if the / floor or landing in the garage is not more than
one inch lower than the door threshold.
Section 3304 (i).
Provide an 18" raised platform for any FATJ, / water heater, or other device in the garage
which may generate a flame or spark. UHC
Section 508, UPC Section 1310 (a).
1"s yall.%omm
Per soils report, note on the plan the soils
/ classification, whether or not the soil is
expansive and the allowable bearing value.
Section 2905 (c).
The foundation plan does not comply with the /1 soils report recommendations for this project.
Please review the report and modify design,
notes and details as required to show
compliance:___________________________________
/9. Provide notes on the foundation plan listing
/ the soils report recommendation for
foundations, slab and building pad preparation.
46. The soils engineer recommended that he/she
/ review the foundation excavations. Note on
the foundation plan that "Prior to the
contractor requesting a Building Department
foundation inspection, the soils engineer
shall advise the building official in writing
that: -
The building pad was prepared in
accordance with the soils report,
The utility trenches have been properly
backfilled and compacted, and
The foundation excavations comply with
the intent of the soils report".
/
-81. Provide a letter from the soils engineer
confirming that the foundation plan, grading
plan and specifications have been reviewed and
that it has been determined that the
recommendations in the soils report are
properly incorporated into the construction
documents (when required by the soil report).
82/ Show height of all foundation walls. Chapter / 23.
,81. Show height of retained earth on all
foundation walls. Chapter 23.
If cut or fill slopes exist, show distance
from foundation to edge of cut or fill slopes
and show steepness and heights of cuts and
fills.
Chapter 29.
85. Note on plans that wood shall be 6" minimum
above finish grade. Section 2907 (a).
/ ,86. Note on plans that surface water will drain
away from building and show drainage pattern
and key elevations. Section 2905 (f).
87. Dimension foundation per U.B.C. Table 29A:
Floors Footing
Supported Stenwall Width Depth Thickness
1 6" 12" 12" 6"
2 8" 15" 18" 7"
3 10" 18" 24" 8"
Foundations may support a roof in addition to the
floors. Where only a roof is supported, use
foundation for one floor.
,88. Show foundation sills to be pressure treated,
/ or equal. Section 2516 (c) 3.
89' Show foundation bolt size and spacing. / Section 2907 (f).
Specify size, I.C.B.O. number and manufacturer / of power driven pins and expansion anchors.
Show edge, end distances and spacing.
Section 302 (d).
If required, show size, embedment and location
/ of hold down anchors on foundation plan.
Section 302 (d).
If hold downs are required, note on plan that
hold down anchors must be tied in place prior
to foundation inspection. Section 305 (e) 1.
Show adequate footings under all bearing walls
and shear walls. Section 2907 (b).
5/22/92 6
94/ Show on the plans stepped footings for slopes
/ steeper than 1:10. Section 2907 (c)
Show minimum 18" clearance from grade to
bottom of floor joists and minimum 12"
clearance to bottom of girders. Section 2516
(c) 2.
6. Show pier size, spacing and depth into
/ undisturbed soil. Table 29-A.
92. Show minimum underfloor access of 18" x 24".
7 Section 2516 (c)2. -
Show minimum underfloor ventilation equal to 1
sq. ft. for each 150 sq. ft. of underfloor
area. Openings shall be as close to corners as
practicable and shall provide cross ventilation
on at least two approximately opposite sides.
Section 2516 (c) 6.
,99. Show wall bracing. Every exterior wood stud
/ wall and main cross-stud partition shall be
braced at each end at least every 25 feet of
length with 1 x 4 diagonal let-in braces or
equivalent. Section 2517 (g) 3, Table 25-V.
ióo. In 2-story buildings, shear panels at the
first story (at least 48 inches in width)
shall be located at each end or as near
thereto as possible and comprise at least 25
percent of the linear length of the wall, or
provide design. Section 2517(g)3, Table 25-V.
101. Note cross bridging or blocking. Floor joists
and rafters 12" or more in depth shall be 7 supported laterally by bridging at intervals
not exceeding 8 feet, unless both edges are
held inline. Sec. 2506 (h).
10. Show blocking at ends and at supports of floor / joists, rafters and trusses at exterior walls.
Section 2517 (d) 3, 2517 (h) 7.
T- Bearing partitions, perpendicular to joists,
shall not be offset from supporting girders,
beams, walls or partitions, more than the depth
/ of the joist. Section 2517 (d) 5.
Show rafter ties. Rafter ties shall be spaced
not more than 4 feet on center and be just
above the ceiling joists, where rafters and
ceiling joists are not parallel. Section 2517
(h) 5.
5. Show rafter purlin braces to be not less than
45 degrees to the horizontal.
Section 2517 (h) 6.
3,66. Show double top plate with minimum 48" lap
7 splice. Section 2517 (g) 2.
1,07. Show nailing will be in compliance with Table
25-Q.
108. Show or note fire blocks at the following
/ locations per Section 2516 (f):
In concealed spaces of stud walls and
partitions, including furred spaces, at
the ceiling and floor levels and at 10
foot intervals both vertical and
horizontal;
At all interconnections between concealed
vertical and horizontal spaces such as
occur at soffits, drop ceilings and cove
ceilings;
C. In concealed spaces between stair
stringers at the top and bottom of the
run and between studs along and inline
with the run of stairs if the walls under
the stairs are unfinished;
In openings around vents, pipes, ducts,
chimneys, fireplaces and similar openings
which afford a passage for fire at
ceiling and floor levels, with
noncombustible materials; and
At openings between attic spaces and
chimney chases for factory-built
chimneys.
iA. In duplexes, draft stops shall be provided in
floor-ceiling assemblies and attics in line
with walls separating units and separating
units from common areas. Section 2516(f)4.
/ 110. Show stud size and spacing. Maximum allowable
stud heights: Bearing wall: 2 x4 and 2 x 6
max. 10'; Non-bearing: 2 x 4 max. 141 , 2 x 6
max. 201. Table 25-R-3.
I'll. Studs supporting two floors, a roof and
ceiling must be 3 x 4 or 2 x 6 at -16" o.c.
Table 25-R-3.
112. Note on A.I.T.C. Certificate of Compliance for
glued laminated wood members shall be given to
the building inspector prior to installation.
Section 2505.
Detail all post-to-beam and post-to-footing
/ connections and reference the detail to the
plan. Section 2516 (ix).
ll'. Detail shear transfer connections, including
roof and floor diaphragms, to shear walls.
Section 2513.
5/22/92 7
115/ Specify nail size and spacing for all shear
/ walls, floor and roof diaphragms. Indicate
/ required blocking. Maintain maximum diaphragm
dimension ratios. (Tables 25 I, 3, IC and
Section 4714 (d)].
1 ,
94. Provide truss details and truss calculations
for this project. Specify truss identification
numbers on the plans.
17. Show 1/2" minimum clearance between top plate
/ of interior partitions and bottom chord of
trusses. (To ensure loading will be as
designed).
i8. Provide roof framing plan and floor framing
/ plan. Section 302 (d).
/
119. Provide framing sections through
Section 302 (d).
iO. Specify all header sizes for opening over 4'
/ wide. Section 2517 (g) 5.
Provide calculations for main vertical and
/ horizontal framing members and post footings. / Section 302 (b).
Provide calculations for lateral loads, shear
panels, shear transfer and related. Section
302 (b).
12. In Seismic Zones 3 and 4, the allowable shear / wall values for drywall in Table 47-I must be
reduced 50 percent when considering earthquake
loads. This does not apply to wind loads.
Footnote 1.
114. Show on the plans all structural requirements / developed in the structural calculations.
Section 302 (d). (See comments below or at
end.)
1'5. Columns and posts located on concrete or / masonry floors or decks exposed to the weather
or to water splash or in basements and which
support permanent structures shall be
supported by concrete piers or metal pedestals
projecting above floors unless approved wood
of natural resistance to decay or treated wood
is used. Section 2516 (c) 4.
Individual concrete or masonry piers shall / project at least 8 inches above exposed ground
/ unless the columns or posts which they support
are of approved wood of natural resistance to
decay or treated wood is used.
Section 2516 (c) 4.
-127. Show location of attic access with a minimum
size of 22"x30", unless the maximum vertical
headroom height in the attic is less than 30".
Access must be provided to each separated
attic area, shall be located in a hallway or
other readily accessible location and 30"
headroom clearance is required above the
opening. Section 3205(a).
/28. Show location of attic access with minimum
size 2211,x 30". Section 3205.
A. Detail truss layout for 30" x 30" attic
/ access, if required for equipment in the
attic, and detail 30" x 30" clearance through
truss webs.
Specify plywood and/or particle board
/ thickness, grade and panel span rating.
Table 25-S.
1I1. Show plywood sheathing over exposed saves, or
/ other weather exposed areas, is "bonded with
exterior glue." Plywood used for exterior
wall covering shall be the exterior type.
Section 2516 (i), 2516(g)3.
When roof pitch is less than 3:12, design
/ ridge as a beam. Section 2517 (h).
)13. Ridges, hips, and valleys shall be at least
one size larger than supported rafters.
Section 2517 (h) 3.
In open beam construction, provide strap ties
/ across the beams at the ridge support.
Section 2501 (b).
,35. If foundation cripple wall studs are less
than 14" high, framing shall be solid
blocking, or sheathed with plywood. Section
2517 (g) 4.
Cripple wall studs exceeding 4 feet in height / shall be 3 inch by 4 inch or 2 inches by 6
inches when supporting 2 stories.
Section 2517 (g) 4.
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 1708.
MECHANICAL (UNIFORM MEANICAL (X)DE)
All heating, ventilating, and cooling systems and
appliances shall comply with the Uniform Mechanical
Code.
5/22/92 8
138.--Show. the .size, location and type of all
heating 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.
140'. Note on the plans that the FAIJ closet or / alcove must be 12 inches wider than the
furnace or furnaces being installed. UMC
Section 704. -
Show minimum 30t deep unobstructed working /7 space in front of furnace. Section 505, UMC.
12. 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.
I 4. 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.
15. Note that passageway to the attic furnace / shall be unobstructed and have continuous
solid flooring not less than 24 inches wide,
not more than 20 feet in length through the
attic.
Section 708 UMC.
Show permanent electrical outlet and lighting
/ fixture controlled by a switch for furnace
located in attic or underfloor space. Section 708 & 709 UMC.
Show details to comply with Section 709 for / furnace under the floor, or Section 710 for
roof or outside furnace.
Show I.C.B.0. approval number for prefab
./ fireplace. Show height of chimney above roof
per I.C.B.0. approval or Table 37-B.
/ 1,51. Provide dryer vent to outside. UMC, Section
,, 1903.
ELxIcAL (NATIONAL ELE=CAL CODE)
All wiring shall comply with the National
Electrical Code.
152. 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.
l3. Show on the plan that receptacle outlets
7 comply with 1990 NEC Art. 210-52(a), which
reads as follows:
In every kitchen, dining room, parlor,
library, den, sunroom, bedroom, recreation
room, or similar rooms or area of dwelling
units, receptacle outlets shall be installed
so that no point along the floor line in any
wall space is more than 6 feet, measured
horizontally, from an outlet in that space,
including any wall space 2 feet or more in
width and the wall space occupied by fixed
panels in exterior walls, but excluding
sliding panels in exterior walls. The wall
space fforded by fixed room dividers, such as
free-standing bar-type counters, shall be
included in the 6-foot measurement.
Dwelling Unit Receptacle Outlets
210-52(e)
I LJ' 1
- e-
-
Sliding Panels or Doors
-
.91 I -___ L.
149. Note on the plans that approved spark
arrestors shall be installed on all chimneys.
Section 3703(h)
l0. 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 (c).
8/5/92 9
j5I Show on the plan that countertop receptacle
/ outlets comply with 1990 NEC Art. 210-52(c),
/ which reads as follows:
In kitchens and dining areas of dwelling units
a receptacle outlet shall be installed at each
counter space wider than 12 inches.
Receptacles shall be installed so that no point
along the wall line is more than 26 inches
measured horizontally from a receptacle outlet
in that space. Island and peninsular
countertops 12 inches or wider shall have at
least one receptacle for each four feet of
counter top. Counter top spaces separated by
range tops, refrigerators, or sinks shall be
considered as separate counter top spaces.
Receptacles rendered inaccessible by appliances
fastened in place or appliances occupying
dedicated space shall not be considered as
these required outlets.
Dwelling Unit Receptacle Outlets
Counter Tops
210.52(c)
F
--2--1 i-2-+-2'H —a 0
o o 0 - 4 Re GF GFt
-re
2 .1. - 10chen0r -
Dining Area C,
155. Show on the plan that receptacle outlets in / hallways comply with 1990 NEC Art. 210-52(h),
/ which reads as follows:
For hallways of 10 feet or more in length at
least one receptacle outlet shall be required.
As used in this subsection the hail length
shall be considered the length along the
centerline of the hail without passing through
a doorway.
Dwelling Unit Receptacle Outlets
Hallways
210.52(h)
BR Levi K DR E—
BR e.çS Sit I I c u'I
15E. Show on the plan that lighting outlets in
dwelling units comply with 1990 NEC Art. 210-
70(a) and (c), which read as follows:
(a) Dwelling Unit(s). At least one wall
switch-controlled lighting outlet shall be
installed in every habitable room; in
bathrooms, hallways, stairways, attached
garages, and detached garages with electric
power; and at outdoor entrances or exits.
(FPN): A vehicle door in an attached garage
is not considered as an outdoor entrance.
At least one lighting outlet controlled by a
-light switch located at the point of entry to
the attic, underfloor space, utility room, and
basement shall be installed only where these
spaces are used for storage or contain
equipment requiring servicing. The lighting
outlet shall be provided at or near the
equipment requiring servicing.
Where lighting outlets are installed according
to (a) above in interior stairways, there
shall be a wall switch at each floor level to
control the lighting outlet where the
difference between floor levels is six steps
or more.
Exception No. 1: In habitable rooms, o ther
than kitchens and bathrooms, or more
receptacles controlled by a wall switch shall
be permitted in lieu of lighting outlets.
Exception No. 2: In hallways, stairways, and
at outdoor entrances remote, central, or
automatic control of lighting shall be
permitted.
8/6/92 10
(c) Other Locations. At least one wall switch-
controlled lighting outlet shall be installed
at or near heating, air-conditioning, and
refrigeration equipment in attics or underfloor
spaces. The light switch shall be located at
the point of entry to the attic or underfloor
space.
157. Show on the plan that ground-fault circuit-
interrupter protection complies with 1990 NEC
Art. 210-8, which reads as follows:
(a) Dwelling Units.
All 125-volt, s1ng1e-phase, 15- and 20-
ampere receptacles installed in bathrooms
shall have ground-fault circuit-interrupter
protection for personnel.
All 125-volt, single-phase, 15- or 20-
ampere receptacles installed in garages shall
have ground-fault circuit-interrupter
protection for personnel.
Exception No. 1 to (a)(2): Receptacles which
are not readily accessible.
Exception No. 2 to (a)(2): Receptacles for
appliances occupying dedicated space which are
cord- and plug-connected in accordance with
Section 400-7(a)(6), (a)(7), or (a)(8).
Receptacles installed under Exceptions to
Section 210-8(a)(2) shall not be consideed as
meeting the requirements of Section 210-52(g).
All 125-volt, single-phase, 15- and 20-
ampere receptacles installed outdoors where
there is direct grade level access to the
dwelling unit and to the receptacles shall have
ground-fault circuit-interrupter protection for
personnel.
(FPN): See Section 215-9 for feeder
protection.
For the purposes of this section, "direct grade
level access" is defined as being located not
more than 6 feet, 6 inches (1.98m) above grade
level and being readily accessible.
All 125-volt, single-phase, 15- and 20-
ampere receptacles installed in crawl spaces at
or below grade level and in unfinished
basements shall have ground-fault circuit-
interrupter protection for personnel.
Exception No. 1: A single receptacle supplied
by a dedicated branch circuit which is located
and identified for specific use by a cord- and
plug-connected appliance, such as a
refrigerator or freezer.
Exception No. 2: The laundry circuit as
required by Sections 210-52(f) and 220-4(c).
Exception No. 3: A single receptacle
supplying a permanently installed sump pump.
All 125-volt, single-phase, 15- and 20-
ampere receptacles installed within 6 feet of
a kitchen sink to serve counter top surfaces
shall have ground-fault circuit-interrupter
protection for personnel.
(FPN): The intent of this subsection is to
permit the exemption of receptacles which are
located specifically for appliances such as
refrigerators and freezers from ground-fault
circuit-interrupter protection for personnel.
PLUMBING (UNIFORM PLUMBING (X)UE)
Show water heater size, type and location on
plans. UPC, Section 1301.
Note on the plans that "combustion air for
fuel burning water heaters will be provided in
accordance with the Uniform Plumbing Code".
Fuel combustion water heater shall not be
installed in clothes closets, in a 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.
8/6/92 11
163/ Show T and P valve on water heater and show
route of discharge line to exterior.
UPC, Section 1007 (e).
l. Show that ater heater is adequately braced to
/ resist seis
w
mic forces. UPC, Section 1310.
164'. Show shower stall can accommodate a 30" circle / and has a minimum floor area of 1,024 sq. in.
UPC 909 (d).
$s. Provide clothes washer hook-up for each unit.
/ Title 24, Part 3.
6. New water closets -and associated flushometer
/ valves, if any, shall use no more than 1.6
gallons per flush and shall meet performance
standards established by the American National
Standards Institute Standard A112.19.2, and
urinals and associated flushometer valves, if
any, shall use no more than one gallon per
flush and shall meet performance standards
established by the American National Standards
Institute Standard A112.19.2. H & S Code,
Section 17921.3(b).
NOISE INSULATION (DUPLEXES)
Show details of duplex common (party) walls
/ and floor/ceiling assemblies to achieve a
Sound Transmission Class (STC) rating in walls
of 50 decibels and an Imp4ct Insulation Class
(IIC) rating on floor/ceiling of 50 decibels.
Title 24.
168'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.
169. Provide insulation in walls and ceiling to
achieve SIC of 50 between garage and living
area if garage use is not controlled by
resident. Title 24.
ENERGY CONSERVATION
)76. Provide plans, calculations and worksheets to
show compliance with current energy standards.
,X71. The regulations require a properly completed
Z 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.
43. Specify on the building plans all of the / mandatory energy conservation requirements as
listed on the enclosure titled, "Mandatory
Energy Conservation Requirements".
)7'4. Show the make, model and efficiency of the
./ space heating (or cooling) system and provide
heat loss calculations if the output exceeds
45,000 BTU/Hr.
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.
I,/6. Provide fluorescent general lighting in
/ kitchen(s) per CAC, Title 24, 2-5352(3).
CARLSBAD S .F.D. & DUPLEX SUPPLEMENT
ljñ' Energy conservation design should be for Zone
/7.
Floor drains must have auto-prime (city
/7 policy).
For gas piping under slabs that serve kitchen
/ island cooktops, see the attached Policy 91-46
for special sleeve and clean-out requirements.
18 Note exhaust fans cannot be ductless type ,/ (city policy).
la<''New residential units must be pre-plumbed for
future solar water heating. Note "two roof
/ jacks must be installed" where the water
.7 heater is in the one story garage and directly
below the most south facing roof (City
Ordinance No. 8093).
182. 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).
l8. 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).
l Incorporate the waterproofing details, on the
/ attached Policy 80-8, where interior living
space occurs below grade at the masonry
wall(s).
8/11/92 1
185. Show on the Title Sheet on the plans, the
information required by the attached
Developmental Services Sheet 112383.
All new residential buildings, including
/ additions, require a soils report. Please
submit two copies. Exception: If a room
addition is limited to one story and 1000 sq.
ft. in area, then a soils report is not
required. Esgil Corporation will advise the
City to place their soils notice stamp on the
plans.
1(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).
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
pl
Zi7
please con t
at Esgil Corporatlo If you have any questions
regarding City Building permit procedures, please
contact Carter Darnell at the City of Carlsbad,
2075 Las galmAs Dr., telephone 619/438-1161.
Thank you.
Enclosures:
l. 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 9792 requires two parking
/ spaces/unit with clear area of 20'x20' i.e. no
washing machines, etc. Show compliance.
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.
193 Please indicate here if any changes have been
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
8/11/92 13
Date 1L Jurisdiction. CARLSBAD
Prepared byi
Lkv—
VALUATION AND PLAN CHECK FEE
E3 Bldg. Dept.
El Esgil
PLAN CHECK NO. _2_l S
BUILDING ADDRS - ____c_
APPLICANT/CONTACT PHONE N.
BUILDING OCCUPANCY 3 DESIGNER PHONE______________
TYPE OF CONSTRUCTION (J /\J CONTRACTOR PHONE____________
BUILDING PORTION BUILDING AREA VALUATION
MULTIPLIER
VALUE
O 404-A _1_y1 77J
/ 0
Air Conditioning
Commercial
Residential
Res. or Comm.
Fire _Sprinklers
Total Value
Buildiri6 Per mit V e e $ - _
L71 9__$_78 -
Plan Check Fee $ s < '
COtiMENTS
Z/ Z. / ' SHEET / OF / 12/87
0'rzaA/ Lcrr W M/3P iOZ57 i
* CA,
of Carlsbad
BUILDING PLANCHECK CHECKLIST
DATE:. 2-9 T 2 PLANCHECK NOc92.' 1-35
BUILDING ADDRESS: 2524, LiC G00t4bR1J4
PROJECT DESCRIPTION: 1E
ASSESSOR's PARCEL NUMBER: 2115 - 561 '— 08 EST. VALUE____________
ENGINEERING DEPARTMENT
APPROVAL
The item you have submitted for review has been
approved. The approval is based on plans,
information and/or specifications provided in your
submittal; therefore any changes to these items
after this date, including field modifications, must
be reviewed by this office to insure continued
conformance with applicable codes. Please review
carefully all comments attached, as failure to
comply with instructions in this report can result in
suspension of permit to build.
DENIAL
Please see the attached report of deficiencies
marked with,IS. Make necessary corrections to
plans or specifications for compliance with
applicable codes and standards. Submit corrected
plans and/or specifications to this office for review.
By:! HELELL Date:20ZT2_
By:__ Date:_________
By: Date:_________
ATTACHMENTS
O Dedication Application
O Dedication Checklist
O Improvement Application
O Improvement Checklist
O Future Improvement Agreement
NAME:
ADDRESS:
CONTACT PERSON
PHONE:
P:\docs\chk1st\bp0001.lrm REV 6/5/92
2075 Las Palmas Dr. • Carlsbad, CA 92009-1576 • (619) 438-1161 • FAX (619) 438-0894
BUILDING PLANCHECK CHECKLIST
SITE PLAN
1 st/ 2ncW 3rdv'
DD 1. Provide a fully dimensioned site plan drawn to scale. Show:
North Arrow D. Property Lines Easements
Existing & Proposed Structures E. Easements
Existing Street Improvements F. Right-of-Way Width & Adjacent Streets
j1 D 2. Show on site plan:
C. Existing Topography
B. Existing &Proposed Slopes
/ LI D 0 3. Show on a section drawing or include a note stating that there is a minimum of 6"
difference between the finished floor and the finished grade elevation adjacent to the
structure.
0 4. Include note: "Surface water to be directed away from the building foundation at a 2%
gradient for no less than 5' or 213 the distance to the property line (whichever is less)."
[Per 1985,UBC 2907(d)5].
On graded sites, the top of any exterior foundation shall extend above the elevation
of the street gutter at point of discharge or the inlet of an approved drainage device
a minimum of 12 inches plus two percent" (per 1990 UBC 2907(d)5.).
0 0 5. Include on title sheet
Site address
Assessor's Parcel Number
Legal Description
For commercial/industrial buildings and tenant improvement projects, include: Total
building square footage with the square footage for each different use, existing sewer
permits showing square footage of different uses (manufacturing, warehouse, office,
etc.) previously approved.
EXISTING PERMIT NUMBER DESCRIPTION
P:\docs\chk1stbp0001.frm Page 1 of 4 REV 6/5/92
BUILDING PLANCHECK CHECKLIST
N/i DISCRETIONARY APPROVAL COMPLIANCE
1 sti/ 2nd./ 3rd./
LJDD 6. Project does not comply with the following Engineering Conditions of approval for
Project No.
Conditions were complied with by: Date:__________________
NIA DEDICATION REQUIREMENTS
O 0 0 7. Dedication for all street Rights-of-Way adjacent to the building site and any storm
drain or utility easements on the building site is required for all new buildings and for
remodels with a value at or exceeding $______________ -pursuant to Code Section
18.40.030.
Dedication required as follows:
Attached please find an application form and submittal checklist for the dedication
process. Provide the completed application form and the requirements on the
checklist at the time of resubmittal.
Dedication completed by Date:___________
IMPROVEMENT REQUIREMENTS
O 0 0 8a. All needed public improvements upon and adjacent to the building site must be
constructed at time of building construction whenever the value of the construction
exceeds $ -pursuant to Code Section 18.40.040.
Public improvements required as follows:
Please have a registered Civil Engineer prepare appropriate improvement plans and
submit them together with the requirements on the attached checklist for a separate
plancheck process through the Engineering Department. Improvement plans must be
approved, appropriate securities posted and fees paid prior to issuance of permit.
Attached please find an application form and submittal checklist for the public
improvements requirements. Provide the completed application form and the
requirements on the checklist at the time of resubmittal.
Improvement Plans signed by: Date:
P:\docs\chkl4t\bp0001.frm Page 2 of 4 1 REV 6/5/92
BUILDING PLANCHECK CHECKLIST
1 SW 2nd' 3rd DElEl 8b. Construction of the public improvements may be deferred pursuant to code Section
18.40. Please submit a recent property title report or current grant deed on the
property and processing fee of $____________________ so we may prepare the
necessary Future Improvement Agreement. This agreement must be signed, notarized
and approved by the City prior to issuance of a Building Permit.
Future public improvements required as follows:_______________________________
O El El 8c. Enclosed please find your Future Improvement Agreement. Please return signed and
notarized Agreement to the Engineering Department.
Future Improvement Agreement completed by:
/ Date:___________________
121 0 0 8d. 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.
GRADING PERMIT REQUIREMENTS
The conditions that invoke the need for a grading permit are found in Section 11.06.030
of the Municipal Code.
El 0 El 9a. Inadequate information available on Site Plan to make a determination on grading
requirements. Include accurate grading quantities (cut, fill import, export).
El El El 9b. Grading Permit required. A separate grading plan prepared by .a registered Civil
Engineer must be Submitted together with the completed application form attached.
NOTE: The Grading Permit must be issued and rough grading approval obtained prior
to issuance of a Building Permit.
Grading Inspector sign off by: Date:
I3I" 0 El 9c. No Grading Permit required.
BUILDING PLANCHECK CHECKLIST
P:\doc9\chk1st\bpOOO1.frm Page 3 of 4 REV 6/5/92
4
N//- MISCELLANEOUS PERMITS
1 SW 2nd/ 3rdv'
0 0 0 10. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or
private work adjacent to the public Right-of-Way. Types of work include, but are not
limited to: street improvements, trees, driveways.
A separate Right-of-Way permit issued by the Engineering Department is required for
the following:
Please complete attached Right-of-Way application form and return to the Engineering
Department together with the requirements on the attached Right-of-Way checklist, at
the time Of resubmittal.
EJ 0 0 11. A SEWER PERMIT is required concurrent with the building permit issuance. The fee
is noted in the fees section on the following page.
O 0 0 12. INDUSTRIAL WASTE PERMIT is required. Applicant must complete Industrial
Waste Permit Application Form and submit for City approval prior to issuance of a
Permit.
Industrial waste permit accepted by: Date:
P:\docs\chklst\bp0001.1rm Page 4 of 4 REV 6/5/92
CALCULATIONS WORKSHEET
EDU CALCULATIONS: EDU's:
ADT CALCULATIONS: ADT's:
t,A/)q FEES REQUIRED:
WITHIN CFD:
0 YES (NO BRIDGE & THOROUGHFARE FEE, REDUCED TRAFFIC IMPACT FEE)
DNO
O 1. PARK-IN-LIEU FEE
PARK AREA: FEE/UNIT:_________
O 2.TRAFFIC IMPACT FEE
ADT's: FEE/ADT:
El 3. BRIDGE AND THOROUGHFARE FEE
ADT's: FEE/ADT:____________
FACILITIES MANAGEMENT FEE
ZONE: FEE/EDU:_________
PUBLIC FACILITIES FEE
Cl 6. SEWER FEES PERMIT No.
EDU's: FEE/EDU:_________
BENEFIT AREA: FEE:
0 7. SEWER LATERAL REQUIRED (2,500 DEPOSIT)
REMARKS:
P:\docs\chklst\bp000l.frm REV 6/5/92
PLANNING CI-IEC}UIST
Plan Check No. CBQ2/(5'Address 25Z Lii 60L.O,c1b12./,t/,4
Planner VAN LYNCH Phone 438-1161 ext. 4325
(Name)
APN:
Type of Project and Use ,e-6f1) 9J77t- 1 bb t 77O M'
Zone /2--1 Facilities Management Zone ______________
Legend
. - . cl U U 4, 41 41 Item Complete ci ci ci
C C C 41 41
Item Incomplete - Needs your action
1, 2, 3 Number in circle indicates plancheck number where deficiency was
identified
Environmental Review Required: YES - NO 4 TYPE
DATE OF COMPLETION:
Compliance with conditions of approval? If not, state conditions which require action.
Conditions of Approval
Discretionary Action Required: YES - NO 2 TYPE
APPROVALJRESO. NO. DATE:
PROJECT NO.
OTHER RELATED CASES:
Compliance with conditions of approval? If not, state conditions which require action.
Conditions of Approval
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
Landscape Plan Required: YES NO ___
See attached submittal requirements for landscape plans
Site Plaw-
M-16"C-3
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.
[1iE] 0 2. Show on Site Plan: Finish floor elevations, elevations of finish grade
adjacent to building, existing topographical lines, existing and proposed
slopes and driveway.
0 3. Provide legal description of property.
21fI10 4. Provide assessor's parcel number.
Zoning:
'6o 1. Setbacks:
Front: Required
Ent. Side: Required
Street Side: Required
Rear: Required
'Ii [ 0 Lot coverage: Required
C!EY'f 0 Height: Required
0 Parking: Spaces Required
Guest Spaces Required
0 0 0 Additional Comments
2Z) Shown jyf
Shown 7'
-Shown
/4"LShown +-,gz-
____ Shown <Lk2
Shown 24
2 Shown a_
Shown
OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER 11 l.-VN S' DATE /o-Z 7—q
PLNCK.FRM