HomeMy WebLinkAbout1700 ANDREA AVE; ; 87-628; Permit~ ~~~. . ..
DECLARATIONS
LENDER WORKER'SCOYPENSATION OWNERiBUlLOER CONTRACTOR -1 "- II In
fl
L. 1
Whlle - Inspector Green - (1) Flnance Yellow ~ Assessor Plnk ~ Applicant Gold ~~ Temporary Flle
I
L
DEVELOPMENT PROCESSING SERVICES DIVISION 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009-4859 (619) 438-1161
MISCELLANEOUS FEE RECEIPT
Appllcant Please Print And Flll In Shaded Area Only
CITY ZIP 2006 TEL. 'i7zq-3~~ VALIDATION AREA
CONTRACTOR / ESTMATED VALUATION
CONTRACTORS
ADDRESS MAILING PLAN CHECK FEE 001-810-00-00-8821 in- 5ELc: I
/ IF THE APPLICANT TAKES NO ACTION f WITHIN 180 DAYS, PLAN CHECK FEES WILL BE FORFEITED. CiTY ZIP TEL.
STATE RUSIWESS
LICENSE NO. LICENSE NO.
SUBDIVISION\Ja\~~~ Mudoe LOT(S) t
LEGAL DESCRIPTION fihf qgq/ CHECK IF SUBMITTED: -
2 ENERGY CALCS
DATE GIVEN/ SENT TO APPLICANT DATE
CONTACT PERSON s/pt h-dE LA COSTA LETTER
ADDRESS SCHOOL FEE FORM
CITY ZIP P & E CORRECTIONS LIST TEL. I CERTlFiCATE OF OCCUPANCY
APPLICANT'S SIGNATURE
White. Flle Yellow. Applicant Pink - Finance Goid. Assessor
CITY OF CARLSBAD
INSPECTION REQUEST ..
P&RkIT# CB870628 FOR 04/02/90 INSPECTOR AREA PK
DESCRIPTION: REMODEL FAMILY ROOM-350 SF PLANCK# CB870628 OCC GRP
TYPE: RAD CONSTR. TYPE ADD JOB ADDRESS: 1700 ANDREA AV APPLICANT: MCDONOUGH, CHRIS PHONE :
OWNER: PHONE :
REMARKS: Tl/MH/CHRIS/729-3798 INSPECTOR
SPECIAL INSTRUCT:
STR: FL: STE :
CONTRACTOR:
PHONE: 619-729-3798
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 101789 Frame/Steel/Bolting/Welding AP WM
ESGIL CORPORATION,
SAN DIEGO. CA 92 123
(619) 5601468
DATE : II \el08
JURISDICTION: GWOfM;,
PLAN CHECK NO: [jUPS
PROJECT ADDRESS: 1700 &uD(Lbq STb
PROJECT NAME: ky+(l/lq Ewt ADO.
8q-628 SET:
:-)FILE COPY
!"1DESIGNER "2
#
@ necessary and substantially comply with the jurisdiction's
The plans transmitted herewith have been corrected where
building codes.
The plans transmitted herewith will substantially comply 0 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
and resubmitted for a complete recheck.
The plans are being held at Esgil Corp. until corrected The check list transmitted herewith is for your information.
plans are submitted for recheck.
The applicant's copy of the check list is enclosed for the
0 identified on the enclosed check list and should be corrected
0 jurisdiction to return to the applicant contact person.
0 The applicant's copy of the check list has been sent to:
Esgil staff did not advise the applicant contact person that plan check has been completed.
0 Esgil staff did advise applicant that the plan check has been completed. Person contacted:
\ Date contacted: Telephone #
REMARKS :
By : rv2 (S\LSHrw Enc1osures:fi
ESGIL CORPORATION
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208 a-dD,k'SGI L I Zl IL ID7
SAN DIEGO. CA 92123
(6 I 9) 56Q 1468
DATE : 121 17 1 g7
JURISDICTION: zlsaa3
0q C]FILE COPY
!-?DESIGNER PLAN CHECK NO: - ~Z~SSET: .IC CjUPS
PROJECT ADDRESS : 1 '"f 0 0 I4 yv Dr2c"R 511 "
0 necessary and substantially comply with the .jurisdiction's The plans transmitted herewith have been corrected where
building codes.
The plans transmitted herewith will substantially comply 0 with the jurisdiction's building codes when minor deficien-
cies identified
checked by building department staff.
The plans transmitted herewith have significant deficiencies
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
are resolved and
0 identified on the enclosed check list and should be corrected
0 jurisdiction to return to the applicant contact person.
@ The applicant's copy of the check list has been sent to:
CURIS WC-YO N oucu I700 ArUDem4 &Gt
@ 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: Telephone #
REMARKS :
DATE :
JURISDICTION: CITY OF CARLSBAD
PLAN CHECK NO: 87-628 -1
PROJECT ADDRESS : 7 00 AM offib5 537 0 DESIGNER
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
and resubmitted for a ccmplete recheck. identified on the enclosed check list and shoulti be corrected
The check list transmitted herewith is the jurisdiction's
copy for your information. The plans are being held at
Esgil Corp:until corrected plans are 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:
CHRIS WlcDo~ooGH I700 AuD\2s1=, WE,
L CR.
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: Telephone #
REMARKS :
pan-
UIFWcAUSMD
m-
sIII;LgFMtUm
Date plans received by jurisdiction:
II\I~\ 87
h123\ 01
Date plans received by %gil Corporation:
Data initial plan check completed:
'\\,El i9-I Bv: 3, -A
Appliwt contact person:
Mf?,flY\CbNOU(.flTelephona: 129 314 8
JoPsuoao: PlxAsE~
Plan check is limited to technical requirements
contained in the Uniform Building Code, Uniform
Plumbing Code, Uniform Mechanical Code, NatiOMl
Electrical Code and state laws regulating energy
handicapped. The plan check is based on
conservation, noise attenuation and access for the
Depsrtment. You may have other corrections based
regulations enforced by the Building Inspection
hgineering Department or other departments.
on lava and ordinances by the Planning Department,
Present California law dates that residential
construction comply with Title 24 and the following
model codes:
1985 UBC (eff. 7/31/87)
1985 UPC (eff. 3130187)
1987 NEC (eff. 10/28/87)
1985 W4C (eff. 8/28/87)
The abova regulations apply to residential
adopted by ordinance.
construction, regardlass of the code editions
Tho circled item listed need clarification,
modification or change. All item have to be
satisfied before the plans will be in contormame
with the cited codas and regulations. Per Sec.
303(c), 1985 Uniform Building code. the approval of
the plans does not permit the violation of any
state, Mmty or city law.
To SDead UI) the recheck Drocess. mate on this list
for a cow) where each correction item has been
addressed i.e.. ~lan sheet. mecification. etc. BQ
the revised Dlans.
sure to enclose the marked w list when you sutaoit
P 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:
(&& Suite t208, San Diego, California 92123, Esgil Corporation, 9320 Chesapeake Drive,
(619) 560-1468.
Please make all corrections on the original
and any original plan sets that may have bean tracings and submit two new sets of prints,
returned to you by the jurisdiction, to:
Ihe jurisdiction's building department.
name of the legal owner and mom of person Indicate on the Title Sheet of the plans, the
responsible for the preparation of the plans. Section 302(a)7.
Plans mst be signed by the person responsible for their preparation.
Plans, specifications and calculations shall be si@ by the California state licensed engineer or architect responsible for their preparation. Specify expiration date of license. (California Business and Professions Code).
Specify on the Title Sheet of the plans the
project including dwelling, garage, carport, patio, deck and balcony. Section 302(c). .
Provide a statmt on the Title Sheet of the plans that this project shall comply with Title 24 and 1985 UBC, W and UPC and 1987 NEC.
jf! Submit fully dimensioned plot plan drawn to
existing and proposed structures on the lot. scale showing location, size, and use of all
and all easements. Show location of all cut or Identify property lines and show lot dimensions
fill slopes. Show finish floor elevations and show elevations of adjacent finish grade. Show drainage patterns with minimm slopes. Section 302(c). ,$! Indicate distance from center line of street or
property lines to proposed building. Section alley to property line and distance from
302 ( c) .
P
Show on the title sheet all structures, pools, walls, etc. included under this application.
plan that is not included with the building Any portion of the project shown on the site
permit application filed should be clearly identified as "not included."
FmKPRUIsmIm y! walls closer than 3 feet to property lines
openings, and shall have 30 inch parapets when shall be one-hour rated construction, have no
the building floor area exceeds 1,000 Square
feet on any floor. (Table 5-A, Section 1709 (a)).
Projections, including eaves, may not extend
windows shall be not less than 30 inches frm from the proparty line. Eaves over required
the side and rear property lines. Section 1710 and Section 504 (a) and (b).
8' of an exterior wall located where openings in'such exterior wall are prohibited
Section 5207 (a) 7.
hour fire-resistive construction, heavy timber Projections, including eaves, shall be one-
or of noncombustible material if they project into the 3' setback area from the property line. Section 1710.
detector, centrally located in corridor or Show location of permanently wired smoke
area giving access to sleeping rooms or abow stair if sleeping rooms are on upper level. Section 1210.
A smoke detector shall be installed in the basement of dwelling units having a stairway which opens from the basement into the
a sounding device or other detector to provide dwelling. Such detector shall be connected to
area. Section 1210. an alarm which will be audible in the sleeping
Plastic Skylights Shall not be installed
. or required to be protected.
mm-
Habitable rooms, other than kitchens, shall
At least one room shall have not less than 120 contain at least 70 square feet of floor area.
Section 1207 (b). square feet of floor area.
Window area mst be at least 1/10 of the floor and a minimum of 10 square feet per +. Sleeping rooma shall have a window or exterior
section 1205 (a). Appears to be deficient in door for emergency exit. Sill height shall
Mt exceed U" above the floor. The window mast have an openable .area of at least 5.7 square feet with the minimum openable width
20" and the minh openable height 24". Section 1204.
OpeMble window area in habitable ro- mst be 1/20 of the floor area and a minimum of 5 sqtlare feet. In bathrooms, laundry rooms and
minimum is 1.5 sq. ft. (Section 1205 ?a)). similar rooms 1/20 of area is re uired and
y' At least 112 of the cOmwn wall mast be open and have an opening not less than 25 sq. ft. if lipht and ventilation is being supplied from an
6. A mezzanine is an intermediate floor and may not have a floor area exceeding 33 113 percent
The mezzanine floor pwt have a clear height of the total floor area in the room below.
of 7 feet, above and below, and mst have the
posts and protective walls or railings not long side open to the room below except for
exceeding 42" in height. Section 1716. adjacent rm. section 1205 (a). ~~
. Required windows shall not open into a roofed
!Ihe loft you show does not comply as a mezzanine floor and is, by Uniform Building P MI-& unless the ceilim heizht is at least 7 Code definition, a story. Section 1716. ="." ~~~ feet, the longer side i; at lkt 65% open, and the porch abuts a street, yard or court. Section 1205 (a).
providing five air ChMges per hour in Pmvide mechanical ventilation capable of
barhroomr, water closet compartments, larmdry rmms and similar room if required openable windows are not provided. Section 1205 (a).
,$. Floors above the second =tory shail have Mt
OM exit if such occupied areas are less than less than 2 .axits. Occupied roofs may have
500 square feet and located M higher than imdiately above the second story, Section
3303 (a). /
No habitable room, other than a kitchen, shall
' 46: be less than 7'0" in any dimansion. Section
1207 (c). f. Show that ceiling height for habitable ma is 4. sow ceiling height for ~ry rooms, hallways, corridors, and bathrooms is a minimum of 7'0'. Section 1207 (a). 4. Dimansion on the plana the 30" clear width for water closet cmnrtmants and 24" clearance in
a minirmnn of 7'6". Section 1207 (a).
width and not less than 6'8" in height, ed exit dw-p shall be Mt hSS thM
and shall be capable of opening at least 90 degrees. Section 3304 (e).
porches, balconies, and open sides of stair Provide 36'' high protective railing for
landings. openings between railing shall be less than 6". Saction 1711.
slow how guardrail collMction details are adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B. front of water cioset. Section 511 (a).
Specify safety glazing for glaring in hazardous 3306 (b) & (c). locations such as glass doors. glaring adjacent to such doors and glaring adjacent to walking surfaces. Section 5406.
Rovide stairway and landing details. Section
a. Wimm rise is 7" and minium run is 11". when the stairs serves less than 10 occwants, or serves an unoccupied roof, b f be safety glazing if within 12" of the door and Glazing, in the same wall plane as a door, mst
less than 60" above the walking surface, unless the glazing is leaded or faceted glass. Seetiin 5406 (d) 6.
Glaring in shower and tub enclosures rhall be tempered, laminated or approved plastic (including windows within 5 feet of tub or shower floor). Section 5hO6 (d) 5.
rise- may. be 8'' msximm and- nm 9"
ninh.
b. Hinirmrm headroom is 6'6".
C. lllnirmrm width is 36".
..
1. - All handrails per Section 3306 (j), shall satisfy the following: In buildings over 2 stories in height, provide 314 hour fire-rated assemblies for all openings in the exterior wall below or witin
a. Provide handrail for stairways with 4 or 10 feet horizontally of an exterior stairway. more risers. ~n exit balcony with 2 separated stairways is ex-t. Section 3306 (11.
b. Handrail shall be 30" to 34" above the nosing of treads.
C. !lhe handgrip portion of handrail shall be not less than 1 114" nor more .than 2" in cross-sectional d-ion.
mery stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width. Such d-ion need not exceed 36 inches. Section 3306 (g),
stairway pdded the top step is not more than 7 112" lower than the floor level. Section 3304 (h). . Provide details of winding stairway complying with Section 3306 (d):
a. Minimum tread is 6 inches at any point and minh 9 inches at a point 12 inches from where the treads are narrowest.
b. Harh ri6e is 8 inches.
C. Hinimm width is 36 inches.
3306 (f): Provide spiral stairway details, per Section
I a. Minimum nm is 7 112 inches mearrured at a point 12 inches from where the treads are the narrowest.
b. pbwh rise is 9 112 inches.
c. Hinh headroom is 6 feet 6 inches
d. Ihe tread mst provide a clear walking area measusing at least 26 inches from the outer edge of the supporting column to the her 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).
metal stairway, or sutmit plans and Provide I.C.B.O. Research Report and mber for
with the building department or note that the calculations and approved fabricator registered
to end approved by the building official prior stairway fabrication plans shall be submitted
to installation.
openings in exterior walls below or within 10 feet, measured horizontally, of an exterior
assermblies having a three-fourths-hour fire stair shall be protected by self-closing fire
protection rating when the stair serves a floor level having openings in two or more floors below it. An exit balcony with two separated stairways is exempt. Section 3306 (1).
Exterior stairnays shall not project into the
Section 3306 (n). 3 foot setback from the property lines.
Ihe walls and soffits of the enclosed usable
on the enclosed side as required for one-hour space under interior stairs shall be protected
fire-resistive construction. Section 3306
+*
7!
(4.
Within units, show ulat corridors have a minh width of 36 inches. Section 3305 (b).
4 specified. Table 32-B; Section 3203 (h). . Roof slope is not adequate for roof type
Olapter 32. specify roof material and application.
specify I.C.B.O. or U.L. approval number for roof materials not covered in U.B.C., e.&, tile, etc. Section 107.
up roof, with rock or gravel surfacing, is 3 The maxh slope for a fire retardant built-
inches in 12 inches. Section 3203 (e) 2.
Ihe minimum slope for a fire retardant built-
up roof, with cap sheet surfacing, is 112 inch in 12 inches. Section 3203 (e) 3.
Specify minimum 114 inch per foot roof Slope
water. Section 3207 (a), Section 2305 (f) and for drainage or design to support accmlated
Section 2511 (d) 6.
Show roof drains and overflows. Section 3207.
with Sections 3401 and 5207 or provide I.C.B.O. Provide. skylight details to show compliance
approval number.
Plastic skylights mst be separated from each other by at least 4 feet. Section 5207 (a) 6.
Show attic ventilation. Hinimum vent area is lll5.0 of attic area or 11300 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 (e).
construction to be per attached fireplace Provide fireplace construction details or note
standard drawing. Chapter 37. -
Show anchored veneer support and COMectiOns attached to wood in Seismic Zones 3 and 4, comply with Section 3006 (d)l and Section 2515 (a). Show ties and 19 wire in horizontal joints.
masonry walls. Chapter 24. Show height and construction details of all
Note ulat cleanout openings shall be provided at the bottom of all cells to be grout filled in accordance with Table 24-6. Cleanouts shall be senled before grouting, after inspection.
Show floor and roof COMectiOns to masonry 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 & 2312 (j)3A.
Provide details for damp proofing the foundation walls, below finish grade, where useable space exists on the interior side of the walls. Section 1707 (a).
between planter and building walls. Show a minima! 2" air space and flashing
Section 2516 (e) 7.
GblwamcbRpnars
Garage requires one-hour fire protection on the garage side of walls and ceiling comon to the dwelling. Table 5-B, Section 503 (a).
66:
79.
All elements supporting floor above garage, including walls supporting floor joists, mst have one-hour fire-resistive protection on the garage side. Section 503 (b)
Show 13/8" solid core self-closing door for openings between garage and dwelling. Section 503 (a).
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
110 enclosed uses above. Section 503 (a) Exception 3.
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: ~avim~m shear -1 ratio df height-to- width is 3 112 to 1. Table 25-1.
Doors may open into the garage only if the floor or landing in the garage is not mora than one ineh lower than the door threshold. Section 3304 (h).
Pmvide an 18" raised platform for any FAU, water heater, or other device in the garage which may generate a flame or spark. UMC Section 508, UPC Section 1310 (a).
Per soils report, not% on the plan the soils classification. whether or not the soil is
value. Section 2905 (e). axpfmsive and note the allowable bearing
Tne foundation plan does not comply with the soils report recommendations for this project. Please review the report and modify design, notes and details as required to show compliance:
Provide notes on the foundation plan listing the soils report reconmendation for
preparation. foundations, slab and building pad
a111187 5
79.
80.
81.
82.
83.
86.
Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewad and
recommendations in the soils report are that it has been determined that the
properly incorporated into the construction documents (when required by the soil report).
l%e soils report recomends excavations be reviewed by soils engineer. 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:
1. !the building pad was prepared in accordance with the soils report,
2. Tne utility trenches have been properly backfilled and compacted, and
3. Ibe foundation excavations, forming. and reinforcements comply with the soils report and^ approved plan."
Show height of all foundation walls. Chapter 23.
Show.height of retained earth on all foundation walls. Chapter 23.
If cut or fill slopes exist, show distance of foundation to edge of cut or fill slopes and
chapter 29. show steepness and heights of cuts and fills.
Note on plans that wood shall be 6" minimum
above finish grade. Section 2907 (a).
Note on plans that surface water will drain away from building and show drainage pattern and key elevations. On graded sites, the top of any exterior foundation shall extend ahave the street gutter at point of discharge or the inlet to a drainage device a mink of 12" plus 2 percent. Section 2905 (f), 2907 (d) 5.
Dimension foundation per U.B.C. Table 29A:
ELS222% Smarted* Stemwall Width De Ibicknesn
2 1 8" 6" 12" 12" 15" 18" 6"
3 7 "
10" 18" 24" 8"
*Poundations may support a roof in addition to the floors. %&ere only a roof is supported, use foundation for one floor.
Show foundation bolt size end spacing. Section 2907 (f).
Specify size, I.C.B.O. number and manufacturer of power driven pins. Show edge and end distances and spacing. Section 302 (c).
If required by structural calculations, show
anchors on foundation plan. Section 2312 (f), size, imbedment and location of hold down
302 (c).
If hold downs are required by calculations, note on plan that hold down anchors nust 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).
Show on the plans stepped footings for slopes steeper than 1:lO. Section 2907 (e).
Show minimm 18" clearance fmm .grade to bottom of floor joists and mink 12" clearance to bottom of girders. Section 2516 (c) 2.
Show pier size, spacing and depth into undisturbed soil. Table 29-A.
Show minim08 underfloor access of 18" x 24". Section 2516 (e).
Show dnimm underfloor ventilation equal to 1
area. Openings shall be as close to corners sq. ft. for each 150 sq. ft. of underfloor
as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c) 6.
Specify that posts emtedded in concrete shall
be pressure treated per UBC Std. No. 25-12. Section 2516 (c) 1.
Show wall bracing. Svery exterior wood stud wall and main cross 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 (8) 3.
Note cross bridging or blocking. Floor joists and rafters 12" or more in depth shall be supported laterally by bridging at intervals
held inline. Sec. 2506 (h), 2517 (a) 6. not exceeding 8 feet, unless both edges are
87. Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3.
. Show blocking. at ends and at supports of floor joists, rafters and trusses at exterior walls. Section 2517 (d) 3, 2517 (h) 6. +
9 +
9-
. Show double joists. Floor joists shall be
parallel with the joists. Section 2517 (d) 5. doubled under bearing partitions Nnning
. wing partitions, perpendicular to joists,
beams, walls or partitions, more than the depth shall not be offset from supporting girders,
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) 4.
Show rafter purlin braces to be not less than 45 degrees to the horizontal.
show 1/2" mh clearance between top plate of interior nartitions and bottom chord of
l~. Section 2517 (h) 5.
Show double top plate with minimum 48" lap splice. Section 2517 (g) 2.
Show nailing will be in coqliance with Table 25-9.
Show or note fire stops at the following locations per Section 2516 (f):
a. In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels and at 10 foot intervals along the length of the wall;
b. at a11 intercOMectiOns between concealed vertical and horizontal spaces such as =cur at soffits, drop ceilings and cove ceilings;
C. In concealed spaces bet- 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; and
d. in openings around vents, pipes, ducts, chimneys, fireplaces and similar openings which afford a passage for fire at celing and floor levels, with noncombustible materials.
Show stud size and spacing. Haximum allowable stud heights: Baaring wall: 2 x4 and 2 x 6 max. 10'; Non-bearing: 2 x 4 max. 14', 2 x 6 max. 20'. Table 25-R-3.
l/ Studs supporting two floors, a roof and
;td
Table 25-R-3. ceiling must be 3 x 4 or 2 x 6 at 16'' O.C.
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 306 (f).
Detail all post-to-beam and post-to-footing connections and reference the detail to the plan. Section 2516 (m).
Detail shear transfer connections, including roof and floor diaphrap, to shear walls. Section 2513.
Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maxjmum diaphraem dimension ratios. [Tables 25 I, J, K and Section 4713 (d)].
Show 3" x 4" or 2" x 6'' studs in first story of three story building. Table 25-R-3.
I+/ Provide truss details and truss calculations for this project. identification numbers on the plans. Specify truss +' plan. Section 302 (e). Provide roof framing plan and floor framing
l/kvide framing sectionfl through
Section 302 (e).
pd specify all header sizes for opening over 4' wide. Section 2517 (9) 5.
4 horizontal framing members and post footings. Provide calculations for main vertical and
Section 302 (b).
ld Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (b).
Show on the plans all structural requirements developed in the structural calculations. Section 302 (c). (See conumnts below or at
Columns and posts located on concrete or
masonry floors or decks exposed to the weather or to water splash or in basements and which
by concrete piers or metal pedestals projecting support permanent structures shall be supported
above floors unless approved wood of natural resistance to decay or treated wood is used. l~ Section 2516 (e) 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.
22" x 30". Seetion 3205.
Show location of attic access with minirmrm size
Show draft separation for attic areas between units in a duplex. Section 2516 (f).
Specify plyuood grade and panel identification index. Table 25-N.
When roof pitch is less than 3:12, design ridge as a beam. Section 2517 (h).
If foundation cripple wall studs are less than 14" high, framing shall be solid blocking. 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 (8) 4.
Show plyuood sheathing ova exposed eaves, or other weather exposed areas, is exterior grade. Section 2516 (i).
Show a weep screed at the foundation plate line on all exterior stud walls to be stuccoed. Section 4706 (e).
Detail tws layout for 30" x 30" attic access, if required for equipment in the attic.
Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517 (h) 3.
h In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b).
ImmAnIw IunImxm IBI(BMLcu -1
All heating, ventilating, and cooling systems and applicances shall comply with the Uniform Mechanical Code.
. Show the size, location and type of all
P
heating and cooling appliances or systems.
8 Show source of combustion air to furnace, per
'* Chapter 6. UMC.
139 Svery dwelling unit shall be provided with heating facilitites capable of maintaining a
above the floor in all habitable rooms. Show room temperature of 70 degrees F. at 3 feet
basis for compliance. UBC, Sec. 1211. 6. Show minimum 30" deep unobstructed working #. Note on pip, "clear~ees to be per
1d me shall not be htalled in any bedroom, bathmom or in a closet or confined space with access only through such room unless
furnace or electric heating appliance. specified as direct vent appliance, enclosed
Section 704 UMC.
space in front of furnace. Section 505, UMC.
manufacturer's llsting." Section 504, UHC.
approval number for prefab
. Show access to the attic or underfloor furnace to be minimum 30 inches by 30 inches. Section 708 h 709 UMC. . Note that passageway'to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Section 708 UMC.
Show pe-t electrical outlet and lighting fhture controlled by a switch for the attic furnace. Section 708 UMC.
Show details to cqly with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace.
Note on plan: Gas vents and non-combustible piping, in wells, 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 outside. UHC, Section 1903.
IaxCmIcAL IMPOIUG IaxCmIcAL am)
~11 wiring shall comply with the National Electrical
Code.
Show on the plan the amperage of the electrical service, me location of the service panel and the location of any sub-panels.
show location of all electrical receptacles. . Electrical receptacle locations andlor spacing is not adequate in
41W.L laaewI55 F)Q01ll0~
flnM t\WlnJb
Show at least one convenience outlet other than
and basements. NEC, Art. 210-52. outlets for laundry, etc., outdoors, in garages
Note convenience outlets in bathrooms, kitchen counter top(s) within 6 feet of the kitchen sink, outdoors, and in garages and baseuents
shall be GFI protected. NEC, Art. 210-8. (other than for laundry and similar equipment)
Note electrical system ground to be provided per NEC, Art. 250-81.
PImBIlEr"-) pd. Show water heater size, type and location on plans. UPC, Section 1301.
Show source for providing combstion air to
M enclosure are used, at least one-half of the fuel burning water heater. If wall openings in
uppa twelve inches of the enclosure and one- half within the lower twelve inches. UPC, Section 1307.
Fuel combstion water heater shall not be
installed in bath or bedroom or in a closet
opening into bath or bedroom. UPC, Section
required opening area shall extend into the
1309.
Provide adequate barrier to protect water heater from vehicle we. UPC, Section 1310.
0. Show T and P valve on water heater and show route of discharge line to exterior. UPC, Section 1007 (e).
Note on the plan that hose bibbs and lawn
prevention devices. UPC, Section 1003(h) & sprmkler system shall have approved backflow
(i).
Show shower stall can accommodate a 30" circle and has a minima floor area of 1,024 sq. in.
UPC 909 (d).
and floorlceiling assemblies to achieve a Show details of duplex cOmwn (party) walls
of 50 decibels and an Impact Insulation Class sound Transmission Class (STC) rating in walls
(IIC) rating on floorlceiling of 50 decibels.
# 25*
piping, electrical devices, recessed cabinets, Show how penetrations of assemblies for
bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintain required sound transmission rating. Title 25.
Pmvide insulation in walls and ceiling to achieve Sn: of 50 between garage and living area if garage use is not controlled by resident. Title 25.
that the design satisfy one of the attached State regulations (California Admin. Code) require
alternative energy packages or submit calculations.
I?M law also requires that many mandatory conservation items be satisfied. / lbe designer shall provide an Energy
plans. 'Ibis Certificate shall indicate the Certificate of Capliance imprinted on the
features and performance specifications neeeded to comply with Chapter 2-53 of Title 24. (1) The individual with overall responsibility for the design, (2) lhe owner of the building or property shall sip the Certificate of Compliance. Title 20,
Compliance Certificate Form. Section 1403 (a) 2. A. See the attached
show on the plans the "R" value for the walls,
Show double glazing as per Energy Design, on
floors, ceiling and related areas.
Glazing Schedule. ' # sha~ o? the plan how shading requirements are satisfied.
Show on theplans the thermal -8 areas as indicated in the energy documentation.
171. The plans are not in compliance with the energy conservation compliance package selectad or design calculations provided. Show on plans conformance M follows:
Y 72 Specify on the buildins! Ohms all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Enerw Wnservation Rdreumnts".
show the size, type, malre, model and location of the space heating (or cooling) system and provide heat loss calculations if the output exceeds 45,000 Blv/€Ir.
CARISMD S.F.D. h DIIpLB( ?-;
Energy conservation design should be for Zone 7. See attached energy packages.
ty/
Heavy timber framing, midnun 6" x 10" beams and minh 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).
UBC Adopting Ordinance 8792 requires Fire Retardant roof on all structures (Sec. 18.04.230). Show compliance with UBC Section 3203(e).
City Ordinance 9792 requires two parking spaceshit with clear area of. ZO'x20' i.e. no washing machines, etc. Show compliance.
4
l{ lj Please see additional corrections, or remarks, on the following pap.
Ihe City of Carlabad has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite
208. SM Diego, California 92123; telephone number of 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact ~-
I#. Floor drains murt have auto-prbe (city J1 w\ policy).
policy).
atgagil Corporation. If you have any questions . Note exhaust fans. WIU)t be ductless type (City regarding City Build% permit procedures, please contact carter Darnell at the City of Carlsbad.
1200 Elm Avenue. teleshone 6191438-1161.
New residential units ut be pm-pltmbsd for future solar water heating. Note "two roof
is in the one story &arags and directly below Jacks mwlt be installed" where the water heater
the W6t South facing Wf (city Ordue NO- 8093).
Note "two 314'' copper pip nust be installed to the most convenient future solar panel 2. mY\F)YyeTbvM location when the water heater ir not in i one story garage and is not directly below the most swth facing roof. (City Ordinance No. 8093). 3.
~~~ J
. All piping for present or future solar water
are not heated or cooled by mechanical means heating wt be iIlsulatedwhen inareas that
(city policy).
Incorporate the waterproofing details, on the attached Policy 80-8, where interior living space mcurs below grade at the masonry wall(s).
P Developmental Services Sheet 112383.
All new residential buildings, including additions, require a soils report. Please submit two copies.
(1) All heating. ventilating, air conditioning, and vatmr heating equipment shall met all of the
requirements of the Appliance Efficiency SCandards and shall be certified by the California Energy
Conmission.
provided for hut pumps.
autaaatically set back tho thennostat trice in 24 hours.
wirh conplace rucusary maintuwce infomution.
shall be equipped with M intemittant ignition device.
(2) A two stage thennostat, which contra11 the supplemmntary hut on its second stage, shall be
(3) Ibmzuasuts shall be equipped with an automatic setback. vhich the building occupant can program to
(4) Equipmurt which requires prmventive maintenance to maintain mfficient operation shall ha furnishad
(5) All gas-find fan twe central furnarms, gas-fired fan type wall furnaces. and cooking applimces
(6) All fan systur exhausting air to the outside shall bo provided with hackddt dampers.
(7) All transversa duct, plurm, and fitting Joints shall be ruled with pressure ransiCivm tape or
mastic to prevent air loss and shall innrktd to conform to thm provisioiu of Section 1005 of
thm WC, 1982 Edition.
(8) A vapor barrier is =@rad in clhU Zona 1, 14, and 16.
(9) All manufactwed vbdows and sliding glus doors shall mat ttU 1972 U(S1 air infiltration
(10) All svbging doors and vindovr lamling to unconditid arw shall be fully wchu-strippad.
(U) Storage type vatu haters and storaga and hchrp Cdrs for solar ryatears shall ha &dly
(IZ) Iha five feet of pipe closut to Uu water hratrr, Lf outside condiriod space, -1 b. kuuhud
standards and shall be cartified and labald.
Kappad With R-l2 kuuhCion Or gXMtU.
With 6 minimm of R-3. Sm and st~n condensation rahvIL piping ad ncfrmlating hot Vater
piping outside the !wilding anorlope shall ba insulated in accordanem with CO-l406(d).
(33) Imps used in 1rmiwi.s for general lighting in kitchens and batbrooms ahall haor an afficimcy of
not lus than 25 1- par watt.
(U) Shwerhuds and faucets shall ba 4quipp.d with flow rutrictors as outllud in thm applfancm
(IS) Kasonry and factory-built firmplaces on rxterior walls, shall be quipped kth Cight-fitting
dficimcy standards and shall ha cmrtifiad to thm Enmrgy Cocdssion.
closeable w-1 or glass doors covering the entkr opening of the fkrbox; a combustion air in-
quipped with a readily accessible, operable, and eight fitting dsmpar to draw air from the outside
of Che building; and a tight fitting flru War with a rdily accessible control.
(Is) Insulation wed shall comply with Californip Puality Standards.
(17) me insulation installer shall port a signed certificats.. .Section. 27L Insulation Certificatq
in the building a certificate signed by the inxtaller and the builder stating Chat the installation
(All Occupancies). After installhg insulation. the installer shall post in a conspicuous location
conforms the requirements of Iitle 24, Part 2, Chapter 2-53, and that Ue materials installed
conform with the requirements of Title 20, Chapter 2, Subchapter 4, Article 3. nte cartificate
applications of loose fill insulation) thm mininnm installed veight per square foot consistent with
shall state the manufactursr's name and !daterial identification, the installed "R" value, and (in
the dacturer's labeled dansity for the desired "R" value.
windows, at sole plates, and openings for utility pipes and wires.
(Is) For infiltration control a11 openings and penetrations must be caulked and sealed, such aa amund
Table 17. Notes for Tables 1 through 16
LEGEM): 198 - Not
MN - Minimum efficiencies required by Section 2-5306 of the required. N/A - Not applicable. REQ - Required,
re&ation. NO - Beating system type not alloved, YES - Beating
system type alloved.
3. Whenever M attic is required, ft must cover at least three-quarters
(3/4) of the ceiling area over conditioned space and be vented.
7. In alternative component packages which require them1 mass (other than
Package A). the specified percentage of aass must be directly exposed to
the conditioned SpACe. To determine the floor area directly exposed to
the conditioned apace.' To determine the floor area, count ody the first
floor in conditioned areas. Unurpeted fiat floor areas. such aa linoleum or tiled entry vays, kitchens. bathrooms. and utility closets
MY all be counted .towards this requirement.
8. *mal mss required for Padrages E.1.2.3 and 4 must ba either
area vlth a thickness of at least 2 inches and a volumetric heat capacity equivalent to a slab floor covering one-fourth (25 percent) of the floor
provide the minimum total mass capacity Uated fa Table 17 of Appendix A of 28 Btu/ft3 *P (see below for surface area of materials examples) or
(use the Point System to calculate the mass for other materials).
Clfmate block dermity. qoaed Slab 4' brick Concrete block 140 pcf Concrete block 90 pcf
Zone grouted one sfde Floor X
block density, solid
grouted
15 21 18 17 14 4'
20
6'
7
13
25
18 22 24 20 18
22 23 28 30 35
4' 6'
11. For' Packages 5 and B'electrfc resfstance and radirnc heating systms #ball have No or more separaccly controlled zones in each dwelling
unf t.
Dater ll/zq[ r/7 CITY OF CARGSBAD
Prepared byt 0 Bldg. Dept.
0 Esgil a-I vq VALUATION AND PLAN CHCCK PEE
PLAN CHECX NO. sq4(Oa-
’’ BUILDING ADDRESS I 7 0 9 qwD(Lb^A
AP?LICANT/CONTACT PHONE NO. 72s -379 8
BUILDING OCCUPANCY
TY?E OF CONSTRUCTION u- CONTRACTOR ?HONE
SlJILDING PORTION VALUE VALUATION BUILDING AREA MULTIPLIER I 1 I t I I I I
I I
Air Conditioninn Comercial e
Residential e
Fire Sorinklers @
To tal Value 2$; 5-42
Res. or Corn.
L
Plan Check Fee I \bCi. 03
COflMENTS;
Plans received by Esgil after July 31, 1987 shall have permit and plan check fees calculated per 1985 UBC.
ENGINEERING CHECKLIST
Date : /-2/-m 7 Item Complete
Plan Check No. 87-628
Project Address: /7@ ~dmzt?a 6%
Project Name: MCh,440~6# @D~W
Field Check Date:
@ Item Incomplete - Needs
Your Action
1,2,3 Number in circle
indicates plancheck
was identified
By : number that deficiency
LEGAL REQUIREMENTS
Site 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
and proposed slopes, driveway and percent (%) grade and drainage
grade adjacent to building, existing topographical lines, existing
patterns.
3. Provide legal description of property.
4. Provide assessor's parcel number.
PERMITS REQUIRED
Grading
5. Grading permit required. (Separate submittal to Engineering
Department required for Grading Permit).
6. Grading plans in plan check PE
7. Need the following completed prior to building permit issuance:
A. Grading plans signed.
B. Grading permit issued.
C. Grading completed.
D. Certification letter and compaction reports submitted.
E. Grading inspected and permit signed off by City Inspector.
8. Right-of-way Permit required for work in public right-of-way
etc) . (e.g., driveway approach, sidewalk, connection to water main,
9. Industrial Waste Permit application required. To be filled out
completely and returned to Development Processing.
0
c3
0
a
0
FEES REQUIRED
10. Park-in-Lieu fees required.
Quadrant: - , Fee Per Unit: , Total Fee: - -
11. Traffic impact fee required.
Fee Per Unit: - , Total Fee: -
12. Bridge and Thoroughfare fee required.
Fee Per Unit: - , Total Fee: -
13. Public facilities fee required.
0 14. Facilities management fee requir
15. Additional EDU's required:
Sewer connection fee: -
16. Sewer lateral required: 0
REMARKS: -
O.K. to issu - Date: /-z/- a
check, please call the Development Processing Department at 438-1 161. If you have any questions about any of the above items identified on this plan
on0
PLANNING CHECKLIST
Plan Check No. 87-626 Address /7Z9 6-T:
Type of Project and Use 5/=0 Aourvoh)
Zone R- 1 Use Allowed? YES A NO
Setback: Front Side Rear
Facilities Management Zone 1
School District: San Dieguito - Encinitas
-
-
Carlsbad 2 San Marcos -
Discretionary Action Required YES - NO K Type -
Environmental Required YES - NO P(
Landscape Plan Required YES NO x
Comments
000 Coastal Permit Required YES - NO i2.C
000 Additional Comments
OK TO ISSU ZL -
Date: March 30, 1990
TO: Chris McDonough
Carlsbad, CA 92008
1700 Andrea Avenue
Permit Number: 87-628
Issue Date: 11-1-88
Last Inspection: 10-17-89
PLEASE CALL FOR AN INSPECTION
IF WORK IS COMPLETE
350 SF Family Room Remodel
RE: BUILDING PERMIT EXPIRATION JOB ADDRESS: 1700 Andrea Avenue
Our records indicate that your building permit will expire by limitation of time
on 4-15-90
by the Building Official under the provisions of this code shall expire by
The provisions of UBC. Section 303(d) state: "EXPIRATION. Every permit issued
permit is not commenced within 180 days from the date of such permit, or if the
limitation and become null and void if the building or work authorized by such.
building or work authorized by such permit is suspended or abandoned at any time
after the work is commenced for a period of 180 days. Before such work can be
recommenced, a new permit shall be first obtained so to do, and the fee
therefore shall be one-half the amount required for the original plans and
specifications for such work; and provided further that such suspension or
abandonment has not exceeded one (1) year. Any permittee holding an unexpired
permit may apply for an extension of the time within which he may commence work
under that permit when he is unable to commence work within the time required by
this section for good and satisfactory reasons. The Building Official may
upon written request by the permittee showing that circumstances beyond the
extend the time for action by the permittee for a period not exceeding 180 days
control of the permittee have prevented action from being taken. No permit
shall be extended more than once. In order to renew action on a permit after
expiration, the permittee shall pay a new full permit fee.
Please check below indicating your intentions and return this letter to US.
Project abandoned. New permit will be obtained prior to commencing work.
- Maximum 180-day time extension requested. (NOTE: A separate letter for
an extension request and reason for such, must accompany this form.)
If you have any questions, please contact this department at 438-3550.
TONY MAjA
Principal Building Inspector
2075 Las Palrnas Drive - Carlsbad, California 92009 - (619) 438-1161
~ ""
~~
TO: CITY OF CARLSBAD/BUILDING
FROM: CHRIS MCDONOUGH
REF: REQUEST FOR BUILDING EXTENTION
DATE: APRIL,ZO 1989
DEAR SIRS:
AT 1700 ANDREA AVE CARLSBAD. (PERMIT #87-628) I ESTIMATE THE WORK TO BE COMPLETED IN
I AM WRITTING THIS LETTER TO REQUEST AN EXTENTION ON MY PERMIT FOR WORK BEING DONE
ABOUT FIVE MONTHS AS I AM DOING IT MYSELF. THANK YOU.
CHRIS~PHER MCDONOUG~
1700 ANDREA AVE
.
Date: March 24, 1989 Permit Number: 87-628
Issue Date: 11-1-88
Last Inspection: none
TO: Chris McDonough 1700 Andrea Avenue Carlsbad, CA 92008
PLEASE CALL FOR AN INSPECTION IF WORK
IS COMPLETE
RE: BUILDING PERMIT EXPIRATION
of time on May 1 , 19 89. Our records indicate that your building permit will expire by limitation
The provisions of UBC, Section 303(d) state: "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 such permit is not commenced within 180 days from the date
of such permit, or if the building or work authorized by such permit is
suspended or abandoned at any time after the work is commenced for a
period of 180 days. Before such work can be recommenced, a new permit
shall be first obtained so to do, and the fee therefor shall be one-half
work; and provided further that such suspension or abandonment has not the amount required for the original plans and specifications for such
exceeded one (1) year. Any permittee holding an unexpired permit may
apply for an extension of the time within which he may commence work under that permit when he is unable to commence work within the time required by this section for good and satisfactory reasons. The Building Official may extend the time for action by the permittee for a period not
exceeding 180 days upon written request by the permittee showing that circumstances beyond the control of the permittee have prevented action from being taken. No permit shall be extended more than once. In order
tu renew action or. a permit arter expiration, the permittee shail pay a
new full permit fee."
Please check below indicating your intentions and return this letter to us.
Project abandoned. New permit will be obtained prior to commencing work.
Maximum 180-day time extension requested. NOTE: A separate letter
form. for an extension request and reason for such must accompany this
)..
If you have any questions, please contact this department at 438-1161.
Building Official
2075 Las Palrnas Drive- Carlsbad, California 92009-4859-(619) 438-1 161
DEVELOPMENTAL SERVICES
BUILDING DEPARTMENT
Caitp of Caarlsfiab
2075 LAS PALMAS DRIVE
CARLSBAO. CALIFORNIA 92008-1989
(619) 438-1161
April 14, 1988
Chris McDonough
1700 Andrea
CArlsbad, CA 92008
Re: Plan Check Extension
In answer to your request of -41 11 " 1 QRQ - , an
extension of 180 days has been granted to November 19, 1988
Section 304(c) of the 1979 Uniform Building Code prohibits any
further extension of time.
Building and Planning
MO : ky
DEVELOPMENTAL SERVICES
BUILDING DEPARTMENT
2075 LAS PALMAS DRIVE CARLSBAD. CALIFORNIA 92008-1989
TELEPHONE (619) 438-1161
Citp of CarMbab
Date: April 5, 1988
TO: Chris NcDonough PC# 8 7- 62 8 Dated November 19, 1987 Remodel 1700 Andrea
Carlsbad, CA 92008
Subject: Plan Check Expiration
Our records indicate that you have not obtayned your building permit for which
you filed an application on the date shown above.
The provisions of Section 304(c) of the Uniform Building Code state:
Sec. 304(c) Expiration of Plan Check. Applications for which no permit is
issued within 180 days following the date of application shall expire by
applicant or destroyed by the Building Official. The Building Official may
limitation and plans submitted for checking may thereafter be returned to the
extend the time for action by the applicant for a period not exceeding 180
days upon written request by the applicant showing that circumstances beyond
order to renew action on an application after expiration, the applicant shall
the control of the applicant have prevented action from being taken. In
resubmit plans and pay a new plan check fee.
For your convenience, please check the appropriate box below indicating your
intentions and return this letter to the address above.
- Project abandoned. I will pick up plans in 10 days.
Signature Date
- Project abandoned, plans may be destroyed.
Signsture Date
_x Maximum 180-day time extension requested for the following reason:
SHOW HAW THEN REwLW.
438-1161. If you have any questions, please contact lding Department at