HomeMy WebLinkAbout1252 BASSWOOD AVE; ; CB910184; PermitBUILDING PERMIT Permit No: CB910184
03/07/91 13: 59 Project No: A9100237
Page 1 of 1 Development No:
.Job Address: 1252 BASSWOOD AV Str: F1: St.e :
Permit Type: RESIDENTAL ADD/ALT (UNDR $10K)
Parcel No: 205-052-11-00 j.257 o.>,iC'7i'9; 03:>1 $2 '
.., ji.i f,? C-+$pT <c, Valuation: 3,500
Construction Type: VN Pfi 84 Occupancy Group: Class Code: Status: ISSUED
Description: ADD BAY WINDOW AND ENCLOSE FRO Applied: 02/13/91
: N'r PORCH Apr/Issue: 03/07/93.
Validated By: KZH
Appl/Ownr : COLE, SHIRLEY 619-434-6595
1252 BASSWOOD AV
.oo
41.00
64. 00
Ext fee Data
63.00
41.00
1.00
105.00
CrrY OF CARLSBAD
2075 Las Palmas Dr., carisbad CA 92009 (619) 438-1161
PERMIT APPLICATION City of Carlsbad Building Department
2075 Las Palnas Or., Carlsbad, CA 92009 (619) 438-1161
1. PERMIT TYPE A - OCWMERCIAL UNEU UTENANT IMPROVEMENT
B - INDUSTRIAL ONEU OTENANT IMPROVEMENT
c - ORESIDENTIAL OAPARTMENT OCONDO OSINGLE FAMILY DUELLING ~ADOITIONIALTERATION
ODUPLEX ODEMOLITION ORELOCATION OMWILE HWE OELECTRICAL OPLUMBING
OMECHANICAL OPOOL USPA ORETAINING WALL OSOLAR OOTHER /u */I /7'r 2. PROJECT INFORMATION PLAN CHECK No.
-.. 26 y' 45 ,.3':
'g/ FOR OFFlCF USF ON1 y
SIGNATURE e ~-
4. APPLICANT " 0 +TRACTOR ~AGENT FOR CONTRACTOR ~NER -- ADDRESS (1 S a . __ __ ~ NAME SHraLm LOCC
CITY CpRq 0 6.D STATE cfi ZIP CWE 4ZOOs DAY TELEPHONE y3y-6%9&- 72
5. PROPERTY OWNER OUNER nLESSEE nTENANT I ADDRESS NAME SAuG IL)BaJk/ -.- CITY STATE ZIP CWE DAY TELEPHONE
ADDRESS 555' 50 @ s' H 'pb- 6. CONTRACTOR bAtiL NAME
CITY ec CAS0 AJ STATE CA ZIP CWE 4 2025 DAY TELEPHONE 9Y-l - Y 3 ss
CITY BUSINESS LIC. # STATE LIC. X LICENSE CLASS
SIGNATURE TITLE DATE
DESIGNER NAME ADDRESS
CITY STATE ZIP CODE DAY TELEPHONE STATE LIC. #
6N,dG PL
a 7. WORKERS' COMPENSATION Workers' Canpensation Declaration: I hereby affirm that I have a certificate of consent to self-insure issued by the Director of Industrial Relations,
or a certificate of Uorkers' Conpensation Insurance by an adnitted insurer, or an exact copy or duplicate thereof certified by the Director of the insurer thereof filed uith the Building Inspection Department (Section 3800, Lab. C).
INSURANCE COnPANY POLICY NO. EXPIRATION DATE
Certificate of Exemption: I certify that in the performance of the uork for which this permit is issued, I shall not employ any person in any mamer
8. OWNER-BUILDER DECLhATION Ouner-Builder Declaration: I hereby affirm that I am exempt from the Contractor's License Lau for the follouing reason:
0 I as ouner of the property or my employees uith uages as their sole canpensation, uill do the uork and the structure is not intended or offered for sale
(Sec. 7044, Business and Professions Code: The Contractor's License Lau does not apply to an ouner of property uho builds or inproves thereon,, and uho
does such uork himself or through his oun employees, provided that such improvements are not intended or offered for sale. If, houever, the building
or inprovement is sold uithin one year of completion, the ouner-builder uill have the burden of proving that he did not build or inprove for the purpose
of sale.). XI, as ouner of the property, am exclusively contracting uith licensed contractors to construct the project (Sec. 7044, Business and Professions Code:
The Contractor's License Lau does not apply to an ouner of property uho builds or inproves thereon, and contracts for such projects uith contractor(s)
licensed pursuant to the Contractor's License Lau).
0 I am exenpt under Section Business and Professions Code for this reason:
(Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish. or repair any structure,
prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the
Contractor's License Lau (Chapter 9, cunnencing uith Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefra,
.5 by any applicant for a permit subjects the applicant to a civil penalty of not
DATE a/ ca/q f
T
Is the applicant or future building occupant required to subrnit 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 Accovlt Act?
Is the applicant or future building occupant required to obtain a permit fra the air pollution control district or air quality management district?
IS the facility to be constructed uithin 1,000 feet of the outer bandary of a school site?
0 YES 0 NO
OYES 0 NO
OYES 0 NO
IF ANY OF TIE AWSYERS ARE YES, A FINAL CERTIFICATE OF OC(xIp~ MY WDT BE IS- AFTER JULY 1, 1989 WLESS THE APPLICANT HAS ET OR IS IEETIY; THE REpUIREl€NTS
OF THE OFFICE Of mRGENCY SERVICES AND THE AIR POLWTlOY CONTROL DISTRICT.
9. CONSTRUCTION LENDING AGENCY
I hereby affirm that there is a construction lending agency for the performance of the uork for uhich this permit is issued (Sec 3097Ci) Civil Code).
LENDER'S NAME LENDER'S ADDRESS
10. APPLICANT'S SIGNATURE I certify that 1 have read the amlication and state that the above information is correct. I agree to conply uith all City ordinances and State laus relating
to tuilding construction. I ALSO
AGREE TO SAVE IYDEMNIFY Ay) KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JIBQEYTS, COSTS AKJ EXPENSES UHlCH MY IN ANY UAY ACCRUE AGAINST SAID
CITY IN CWSEQlEYCE OF THE GRANTING OF THIS PERMIT.
Expiration. Every permit isswd by the Building Official under the provisions of this Code shall expire by limitation and becane null and void if the building
or uork authorized by such permit is not conmenced ulthin 180 days from the date of such permit or If the building or uork authorized by such permit is suspended
or abandoned a
I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes.
nced for a period of 180 days (Section 303(d) Uniform Building Code).
WHITE: File YELLOW: Applicant PINK: Finance
12/ 11/ 9 1 INSPECTION HISTORY LISTING FOR PERMIT# CB910184
DATE INSPECTION TYPE INSP ACT COMMENTS
12/09/91 Final Structural RI RI MH/SHIRLEY/434-6595 06/24/91 Frarne/Steel/Bolting/Wel RI RI MH/SHIRLEY/434-6595
0 6/ 2 4/ 9 1 Frarne/Steel/Bolt ing/Wel PY AP
HIT <RETURN> TO CONTINUE...
\
DATE 42- /9-9(
PERMIT #
INSPECTOR ‘1 ‘ 6/53?
PLANCK #
TIME ARRIVE: TIME LEAVE:
LVL DESCRIPTION ACT COMMENTS
PERXITS
6/15/09
CITY OF CARLSBAD
INSPECTION REQUEST
PERMIT# CB910184 FOR 12/17/91 DESCRIPTION: ADD BAY WINDOW AND ENCLOSE FRO NT PORCH TYPE: RAD JOB ADDRESS: 1252 BASSWOOD AV APPLICANT: COLE, SHIRLEY CONTRACTOR: OWNER: COLE, SHIRLEY
REMARKS: MH/434-6595
SPECIAL INSTRUCT: BAY WINDOW
INSPECTOR AREA PY
PLANCK# CB910184
OCC GRP
CONSTR. TYPE VN
STR: FL: STE :
PHONE: 619-434-6595
PHONE :
PHONE :
INSPECTOR
TOTAL TIME:
CD LVL DESCRIPTION ACT COMMENTS
19 ST Final Structural
***** INSPECTION HISTORY *****
DATE DESCRIPTION ACT INSP COMMENTS
120991 Final Structural CO PY SEE INSP NOTES
062491 Frame/Steel/Bolting/Welding AP PY
PERMIT# CB910184 FOR 12/09/91 INSPECTOR AREA PY DESCRIPTION: ADD BAY WINDOW AND ENCLOSE FRO PLANCK# CB910184
TYPE: RAD CONSTR. TYPE VN
JOB ADDRESS: 1252 BASSWOOD AV STR: FL: STE :
APPLICANT: COLE, SHIRLEY PHONE: 619-434-6595
CONTRACTOR : PHONE :
OWNER: COLE, SHIRLEY PHONE :
REMARKS: MH/SHIRLEY/434-6595 INSPECTOR
SPECIAL INSTRUCT:
NT PORCH OCC GRP
TOTAL TIME:
CD LVL DESCRIPTION
19 ST Final Structural
I / x ACT COMMENTS
***** INSPECTION HISTORY *****
DATE DESCRIPTION ACT INSP COMMENTS
062491 Frame/Steel/Bolting/Welding AP PY
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DlEGO, CA 92123
(619) 5601468
“J(rls\ ; DATE :
JURISDICTION: Ci‘+tZI s OG+I> FILE COPY
PLAN CHECK NO: 9\-\34- SET: 1IL DUPS FDESIGNER
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 bWLJ are resolved and checked by building department staff.
The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck.
The check list transmitted herewith is for your information.
The plans are being held at Esgil Corp. until corrected plans are submitted for recheck.
The applicant’s copy of the check list is enclosed for the jurisdiction to return to the applicant contact person.
The applicant’s copy of the check list has been sent to:
Esgil staff did not advise the applicant contact person that plan check has been completed.
Esgil staff - did advise t the plan check has been completed. Perso
Date contacted:
ESGIL CORPORATION
0320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 02123
(610) 560-1468
DATE : %\\SI91 ON
JURISDICTION: CpdEJ Bel7 ER
PLAN CHECK NO: 9\-\84 SET: z DUPS EDESIGNER
PROJECT ADDRESS: I252 ~FIss~oo~ &=,
The plans transmitted herewith have been corrected where
building codes.
0 necessary and substantially comply with the jurisdiction's
The plans transmitted herewith will substantially comply 0 with the jurisdiction's -building codes when minor def icien-
I
I
zies identified are resolved and checked by building department staff.
rhe plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
The check list transmitted herewith is for your information. The plans are being held at Esgil Corp, until corrected plans are submitted for recheck.
The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person.
The applicant's copy of the check list has been sent to:
SH\ ht EY COLO I2zScZ 'FSfl55Wmn &IC *I
t t%LS I3lw CCS. 97.mF5
Esgil staff did not advise the applicant contact person that plan check has been completed, oc~tr\a WL+~.~L-~L+,
Esgil staff - did advise applicant that the plan check has been completed, Person contacted:
..
Date contacted: Telephone Is
REMARKS :
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, Fire Department or other
departments.
Present California law mandates that residential
construction comply with Title 24 and the following
model codes:
I SIDRIES:
Applicant contact person: 4346G9S my cu \CLE q Telephone: 7 26 G3 9 b "
%
RDTG:
Lisd 10, General Single Family Dwelling and Duplex Without Supp
PAGStmmms ARE mI rn SEQUmcE As PAGE3 EAMlGND rm6 ~OxS~DEtgpgD.
/ - -h - )r
Date plans received by jurisdiction:
Date plans received by Esgil Corporation:
2 4151
Date initial plan check completed:
1988 UBC (eff. 1/1/90)
1988 UPC (eff. 1/1/90)
1987 NEC (eff. 10/28/87)
1988 UMC (eff. 1/1/90)
The above regulations apply to residential
construction, regardless of the code editions
adopted by ordinance.
The circled items listed need clarification,
modification or change. All items have to be
satisfied before the plans will be in conformance
with the cited codes and regulations. Per Sec.
303(c), 1988 Uniform Building Code, the approval of
the plans does not permit the violation of any
state, county or city law.
Jor a CODY) where each correction item has been
am
sure to enclose the marked uu list when vou submit
the revised plans.
P
9 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:
Esgil Corporation, 9320 Chesapeake Drive, Suite t208, San Diego, California 92123, (619) 560-1468.
de all corrections on the orininal
r!
J
r!
p.
B P
3!
tracings and submit two new sets of prints'; and any original plan sets that may have been returned to you by the jurisdiction, to:
The jurisdiction's building department.
Indicate on the Title Sheet of the plans, the name of the legal owner and NMB of person responsible for the preparation of the plans. Section 302(a)7.
All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code).
Plans, specifications and calculations shall be signed by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction. Specify expiration date of license. (California Business and Professions Code).
Specify on the Title Sheet of the plans the gross floor area of each element of this project including dwelling, .garage, carport, patio, deck and balcony.
Provide a statement on the Title Sheet of the plans that this project shall comply with Title 24 and 1988 UBC, UMC and UPC and 1987 NEC.
Submit fully dimensioned -plan e dremrta
SV si-1
Ma. I-- -. -
Section 302(d).
a
Indicate distance from property lines to proposed building. Section 302(d).
Show on the title sheet all structures, pools, walls, etc. included under this application. hy portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included."
Clearly show if the lower level is a basement or a story, based on the definitions in Sections 403 and 420. Plot the finish grade (as defined) on the elevations and dimension the distance to the floor above, for story determination.
On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below or sticky back.
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.
REOUIRED SPECIAL INSPECTIONS
REO. IF RplARKS
PRIOR TO FouMlATION INSP.
STRUCTURAL CON=
OVER 2500 PSI
PRESTRESSED STEEL
FIELD WELDING
HIGH STRENGTH BOLTS
EXPANSION ANCHORS
SPECIAL MASONRY
SPRAYED ON FIRE PROOFING
PILES/CAISSONS
DESIGNER-SPECIFIED
Exterior walls closer than 3 feet to property lines shall be one-hour rated construction and have no openings. Table 5-A.
1/19/90 2 i
'1 .I
..
Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 44" above the floor. The window must have an openable area of at least 5.7 square feet with the minimum openable width 20" and the minimum openable height 24". Section 120C.
Basements in dwelling units shall comly with the above (even if not designated as sleeping rooms). Section 1204.
Walls and floors separating units in a duplex shall be of one-hour fire-resistive construction. Section 1202(b).
A mezzanine is an intermediate floor and may not have a floor area exceeding 33 113 percent of the total floor area in the room below. The mezzanine floor must have a clear height of 7 feet, above and below, and must have the long side open to the room below except for posts and protective walls or railings not exceeding 42" in height. Section 1716.
The loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716.
EXITS. STAIRWAYS. AND RAlLMGs
Floors above the second story shall have not less than 2 exits. Exceptions: 1. Occupied roofs may have one exit if such occupied areas are less than 500 square feet and located no higher than immediately above the second story. 2. When the third floor within a unit does not exceed 500 sq. ft., only one exit need be provided. Section 3303(a).
Required exit doorways shall be not less than 36" in width and not less than 6'8" in height, and shall be capable of opening at least 90 degrees. Section 3304 (f).
Provide 36" high protective railing for porches, balconies, and open sides of stair landings. Openings between railings shall be less than 6". Section 1711..
Show how guardrail conn&ion details are adequate to support 20. pounds per lineal foot at a right angle to the top rail. Table 23-B.
Provide stairway and landing details. Section
Maximum rise is 7" and minimum run is 11". When the stairs serves less than 10 occupants, or serves an unoccupied roof, rise may be 8" maximum and run 9'l miniman.
3306 (b), (c) and (PI.
b. MininruD headroom is 6'-8".
c. Minimum width is 36".
@ handrails per Section 3306 (j), shall
Provide handrail for stairways with 4 or
Handrail shall be 34" to 38" above the nosing of treads.
The handgrip portion of handrail shall be not less than 1 1/2". nor more than 2" in cross-sectional dimensiofi.
Every stainsay landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width. Such dimension need not exiceed 36 inches. Section 3306 (g),
3304 (j).
An interior door may open inward at the top
step of a stairway provided the top step is not more than 7 1/2" lcwer than the floor level. Section 3304 (i).
Provide details with Section 3306 (a):
a. Minimum tread is 6 inches at any point . and minimum 9 inches at a point 12 inches from where the treads are narrowest.
b. Maximum rise is 8 inches.
c. Minimum width is 36 inches.
satisfy the following:
.-
of winding stairway complying
If required, show size, imbedment and location
of hold down anchors on foundation plan. Section 302 (a).
If hold downs are required, note on plan that hold down anchors must be tied in place prior to foundation inspection.
Show adequate footings under all bearing walls and shear walls.
Show on the plans stepped footings for slopes steeper than 1:lO.
Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders.
Show pier size, spacing and depth into undisturbed soil. Table 29-A.
Show minimum underfloor access of 18" x 24". Section 2516 (c).
Show minimum underfloor ventilation equal to 1 sq. ft. for each 150 sq. ft. of underfloor area. Openings shall be as close to comers as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c) 6.
Section 305 (e) 1.
Section 2907 (b).
Section 2907 (c).
Section 2516 (c) 2.
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.
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.
Section 2517 (8) 3, Table 25-V.
. Note cross bridging or blocking. Floor joists and rafters 12" or more in depth shall be supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held inline.
$3. Show blocking at ends and at supports of floor joists, rafters and trusses at exterior walls. Section 2517 (d) 3, 2517 (h) 6.
Sec. 2506 (h), 2517 (4) 6.
I . 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
1 6. Show rafter purlin braces to be not less than / rd:irees to the horizontal.
107 Show double top plate with minimum 48" lap
Section 2517 (h) 5.
I splice. Section 2517 (g) 2.
f@. Show nailing will be in compliance with Table , 25-Q. . 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 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 nan of stairs if the walls under the stairs are unfinished; and
d. In openings around vents? pipes, ducts, chimneys, fireplaces and smilar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials.
In duplexes, draft stops shall be provided in floor-ceiling assemblies and attics in line with walls separating units and separating ' units from conanon areas.
1. Show stud size and spacing. Maxh allowable stud heights: Bearing 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. . 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. . Note on A.I.T.C. Certificate of Compliance for l# glued laminated wood members shall be given to inspector prior to installation.
d
J +
the building Section 2505.
..
Detail all post-to-beam and post-to-footing connections and reference the detail to the plan. Section 2516 (m).
roof and floor diaphragms, to shear walls. f Section 2513.
Specify nail size and spacing for all shear ' @ walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. [Tables 25 I, J, K and ' Section 4714 (d)]. . Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans.
8. Show 1/2" minh clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed).
Provide roof framing plan and floor framing
Detail shear transfer connections, including
J
Section 302 (d).
framing sections through
Section 302 (a).
l+ 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).
123 Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (b).
In Seismic Zones 3 and 4, the allowable shear wall values for drywall in Table 47-1 must be reduced 50 percent when considering earthquake loads. This does not apply to wind loads. Footnote 1.
5. Show on the plans all structural requirements developed in the structural calcul+tions. Section 302 (a). (See coannents below or at end.)
+ 4
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.
17. 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.
Show location of attic access with minimum #- size 22" x 30". Section 3205.
Show draft separation for attic areas between units in a duplex. Section 2516 (f).
130. Specify plywood and/or particle board thickness, grade and panel identification index. Table 25-S.
131. When roof pitch is less than 3:12, design ridge as a beam.
If foundation cripple wall studs are less than 14" high, framing shall be solid blocking, or sheathed with plywood.
Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when sup orting 2 stories. Section 2517 (gp 4.
P
Section 2517 (h).
Section 2517 (g) 4.
-ff Plywood used for exterior *ct.l.f- covering shall be the exterior type. Section 2516 (i) 2516(g)3. cT(G fLy W-D
Detail truss layout for 30" x 30" attic access, if required for equipment in the attic.
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).
T&z=d ryd W~WOOd Wd.LL)
Ridges, hips, and valleys shall be at least
All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code.
.
2/ 12/ 90 8
For room additions, show that the glazing area of the addition does not exceed 16% of the newly-conditioned floor area, plus glazing removed or relocated due to the addition. . Provide fluorescent general lighting in kitchen(s) per CAC, Title 24, 2-5352(J).
Show that water heater is adequately braced to resist seismic forces, when not connected by rigid pipe. UMC Section 504(d).
Show shower stall can accomdate a 30" circle and has a minimum floor area of 1,024 sq. in.
UPC 909 (a)
Provide clothes washer hook-up for each unit. Title 24, Part 3.
NOISE lJ?smmI(wI f-1
Show details of duplex common (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibels and an Impact Insulation Class (IIC) rating on f loor/ceiling of 50 decibels. Title 24.
Show how penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintain required sound transmission rating. Title 24.
Provide insulation in walls and ceiling to achieve STC of 50 between garage and living area if garage use is not controlled by resident. Title 24.
Provide plans, calculations and worksheets to show compliance with current energy standards.
The regulations require a properly completed and properly signed Form CF-1R to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans, to allow the building inspector to readily compare the actual construction with the requirements of the approved energy design.
All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-1R.
Specify on the building 01- all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatoq Enetev Conservation Reauirements".
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.
m!xmuNEw S
Please see additional corrections, or remarks,
on the following page.
76 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.
177 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.
175 z
P ///
.. Yes No
The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 6191560-1466, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact
at Esgil Corporation.
h
ElUILDING PORTION EUILDING AREA VALUATION VALUE MULTIPLIER
-.
t 73a y 2P0 - 52 si - kuwG \RrZ 4-4-
L*CZ.o5p, ? oacu 33 I I
-
I
Air Conditioning
.@ Commercial .
Residential @
Res. or Corn.
, Fire Sprinklers @
Total Value I I 5256 J
Prepared by1 'a
Jurisdiction (A%U60
VALUATION AND PLAN CHECK FEE
Bldg. Dept.
0 Esgil
PLAN CHECK NO. 91-184-
BUILDING ADDRESS \ z5 2-% 5sLc3ooD gsJs
BUILDING OCCUPANCY g-3 CMD\ DESIGNER PHONE Y
APPLICAN T/CONTACT ~\RLL CoLC-' PHONE N0.4sGB5fl% 639d
TYPE OF CONSTRUCTION v-d CONTRACTOR PHONE
Building Permit Fee $ BLao -
Plan Check Fee S 52 t6S s
COMMENTS;
. SHEET OF 12/87
PLANNINGIENGINEERING APPROVALS
PERMIT NUMBER C B ,@-/??v DATE 273-r
RESIDENTIAL ADDITION MINOR
( < $10,000.00)
TENANT IMPROVEMENT
PLAZA CAMINO REAL
VILLAGE FAlRE
COMPLETE OFFICE BUILDING
OTHER
ENGINEER DATE
C:\WP5 1 \FILES\BLDG.FRM Rev 11 /I 5/90