05-5065 (DSF)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
Property Address:
ar' APN:.
Application description
Property Zoning:
'-►•,'. Application valuation:
J 47—
Applicant:
mi0:5= 0Off0:05"0-6:57M
78230 SAN TIMOTEO ST
646-160-017- -
DEMO - SINGLE FAMILY
LOW DENSITY RESIDENTIAL
Tit!t . 4 4Q"
Architect or Engineer:
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Owner:
BALL STERLING C
6886 OCUITT RD
SAN LUIS OBISPO, CA 93401
Contractor:
SIPOVAC CONSTRUCTION, INC. D
72651 THOEDORA LANE
PALM DESERT, CA 92260
(760)809-7538
Lic. No.: 581636
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 11/16/05
NOV33
161005 ' U
LICENSED CONTRACTOR'S DECLARATION
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with
1 hereby affirm under penalty of perjury one of the following declarations:
' Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect.
_ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
License Class: B License No.: 581636
for by Section 3700 of the.Labor Code, for the performance of the work for which this permit is
-
issued.
�
t:ontrac•�
_ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
. Code, for the performance of the work for which this permit is issued. My workers' compensation
OWNER -BUIL ER DECLARATION
insurance carrier and policy number are:
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
-
Carrier EXEMPT Policy Number EXEMPT
F' following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to
�1
_ I certify that, in the performance of the work for which this permit is issued, I shall not employ any
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
person in any manner so as to become subject to the worker c pensation laws of California,
+•+�+. permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
nd agree that, if I should become subject the workers' mp sation provisions of Section
� License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
37 0 of the Labor Cod hwit c ply with th a pr visions.
1 that he or she 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 IS5001.:
Date:, ;.Applicant:
(_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and
the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
and who does the work himself or herself through his or her own employees, provided that the
DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
improvements are not intended or offered for sale. If, however, the building or improvement is sold within
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
one year of completion, the owner -builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.).
APPLICANT ACKNOWLEDGEMENT
(_ 1 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
conditions and restrictions set forth on this application.
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed
1. Each person upon whose behalf this application is made, each person at whose request and for.
pursuant to the Contractors' State License Law.).
whose benefit work is performed under or pursuant to any permit issued as a result of this application,
( ) I am exempt under Sec. , 8.&P.C. for this reason
the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
Date: Owner:
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the
work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name:
Lender's Address:
LQPERMIT
of La Quinta, its officers, agents and employees for any act or omission related to the work being
performed under or following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is not commenced
within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject
permit to cancellation.
I certify that I have read this application and state that the above information is correct. I agree to comply with all
city and county ordinances and state laws relating to building construction, and hereby authorizer esentatives
of this county to j(nter upon the above-mentioned propaoF -f iinspectioD I grposes.
Application Number . . . . . 05-00005065
Permit, . . DEMO PERMIT
Additional desc .
r Permit Fee . . . . 45.00
Plan Check
Fee
00
Issue Date
Valuation
. . .
. 0
Expiration Date 5/15/06
Qty Unit Charge Per
Extension
BASE FEE
45.00
Special. Notes and Comments
----------
-
DEMO OF DRYWALL IN GARAGE & GARAGE
DOORS IN PREPARATION OF REMODEL IN PLAN
CHECK
Fee summary Charged Paid
Credited
Due
-- - - ------ - - -
Permit Fee Total 45.00
- ------ - - -
.00
- ---
.00
--- - - - - - -
45.00
Plan Check Total .00
.00
.00
.00
Grand Total 45.00
.00
.00
45.00
f
LQPERMIT
NOV-16-2005-WED 01:08 PM ORANGE COAST TITLE
;t
ALUANCF. TITLE Co.pApANY
1RECORD1Nr. REQUEITED BY:
Red Apple Escrow, Iv -
AND WHEN RECORDED MAILM
AND nAdL TAX gs jw
Air. Itnd Mrs.
78230 San Timeteo
Palm Desert, CA 92253
Order No. 15104258
Escrow No. 2858 -SA
FAX No. 7605685184 P.003
t �
AIDC O 2065-000075Y
t0/83/2M ft -M F46130.00
Pett I of 2
Placarded In 09Flolel Records
C"My of Riverside
Larry W. Nerd
Aeseaeor, Dowdy Clerk L Recorder
I I III�� IN IN 111111111111 N1111
M s U wn PAN we o� Precon AM s�sc
-1H
A R t to MM I190 SMD E7111Y�
%R1%'. okq GRANT DEED
1njx cvrmeyw= umtm the Vntas intetnst iaro his ottla tevoe6ble livliog trap, R6T 11911
THE UNDERSIGNED ORAhTOR(S) DF-CLAM(S) THAT DOCUMENTARY TRANSFER TAX 15 i0A0 i nd CITY 50.00
computed on hill value ofproperty conveyed, or
computed on full value less liens or caownbrenees temeiniog at the time of rale.
unincorporated area: palm DSM% and
EOR. A VALUABLE CONSIDERATION, n=ipt of whieb is hereby adowwletlged, '
Sterlipg C. Dalt and JANtlkbti, busband and wife as joint tenants
Stacey 1. Sall(vho acquired title as Stacy L. Hall)
hereby GRANTS to Sterling C Ball, Trustees of the Sterling andAuf/8aa 2'aret4 trust, dated
November 7, 200g• Stacey
the following described real pmperpr in dre County of Rivexside, Stale of California:
See Attached Exhibit "A"
Date September 23, 2005
"
t Nle cr flet
r*qrjs PAT 11990
siryees Signature
�
StediAg C . cal' L lbw
_...... _ ... __.. Stacey. ... - _ .... .
I '
STATE OF CALIFORNIA }
COUNTY OF' ivt4s; ee.) .
On
personal y appeared Sterling Conley Bdl andL. Ball (or proved, to me on the basis
of satisfactory evidme) to be the perso>iU wh is/ane subscribed to the within iasburnent and
I admawledged to me Chet hdslle *q executed tilt: same in bWhedtbeir authorized eapacirAiggy). and tical by
hiftar/their sigDam%W on tht: inettumem the pemS®r. , or the entity upon behalf of wbkh the pen=(s) acted.
eaeeueed the fiUMUMM
VATNESS and official EL yE•lNOICS
•: Cmam. f 136172
' 6;��l' �tsm 9utuc•cwfcttw N .
signattas 8i&zg6 COMM 19.
+h cam• i0::s�,� k
pesaipZtion: Riverside, CA Document -Year Doc►D 2005.825757 Page. 1 of 2
~ Ordtar ES=��6�2db5�2=2'r5tTPIV1 ommeni�" .
r%
NOV-16-2005-WED 01:08 PM ORANGE COAST TITLE FAX No,7605685184 P 005
bdhbod 1411 COIpOlW"
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j POIt A VALVI►BLB OpNSIbB11/1770N. Reoelpt of %>shh ts>sUft T ndgtowlodpad,
nsstrtttw G. Gia=WU, a MWWW Un s Ub 1010 a" t>,ptlrat: ppetl,)i
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the fWoteg dt�-tib W pmMq in'fho Clry of La Qbltttn, Coney of Rh"d0 Rafe of Califosfla,
W 17 of La Qdn1a tier Koem No. 2, In ttbe tUy of pdm Desert, C+064tf at itlmd&, as E0t map roes d d to
Boob SS. hgWo) 26 sod 27, of INOpe to the Office Of *9 Csusb Rsoower of Wd C601*-
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Ik b 1,low► m am (of p vma er w oa du bub of mMmW evNim) d be On penoat» Mime nrm w Wtlb Rfiaed in ow rrhfsia bobYew
aid adirtovldtaA M RD do AUftfoory aiewrd !M yes ee kWbwMmb e.dteftatd apaoMM) Od Opt by hlsft beh 4WAMM an dve 'n*U edl
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pltTpPaS ey h -A -Mftftill eo03:
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Mail Tau Sfutw=y to: SAME AS ABOVE. dr AddmB Nuwd Btdow
DesGi on: Riverside CA Document-Year.DoWD 2001.86138 Page: 1.of 2
.Order. E$-11-16-200512-25-50 PM Comment:
November 16, 2005
Attn: Sterling Ball
78-230 San Timoteo .
La Quinta, Ca. 92253
Dear Mr Ball,
Task Summary
Demo all items noted on demo plan
dated 11/16/05 @ 78-230 San Timoteo Dr. La Quinta Ca.
Schedule Dates
State Date: Nov 16, 2005
Completion Date: Nov 22, 2005
Estimated Labor-hours
LM Rate Estimated Total Cost
N/A
N/A $32,750.00
Contractor Personnel
To Be Assigned
Job Classification/Skill Level
Julians Earthworks demo crew
Sub-Contractor
This task will be performed in accordance with this Work Authorization and the provisions of Contract
Approval
Contractor Project Manager
Owner
Sincerely,
smd �yWo a
Pres.
11/16/2005 00:20 7603237743 PAGE 01
- a ,./, _
SCOTT MORRISON.& ASSOCIATES
P.O. Box 55329 a 31655 Date Pabn Drive, Ste. >1i3-507
Riverside, CA 92517
(909) 624-1665 Cadre" City, CA 92234
(760)32377743
ASBESTOS -SURVEY REPORT
Completed On
November 16, 2005
PLMl l It#0502
Client: Shipovack Construction
72-051 Theodora Lane
Palm Desert, CA 92260
Project: 78„230 San Timoteo
La Quinta, CA
(garage only)
On November"! 1, 2005 an asbestos inspection and bulk sampling was conducted at the above project
address. Bulk samples were taken of all suspect asbestos containing building materials (ACBM) at the
request of the client named above. Bulk samples were submitted to Carolina Environmental; Inc, located
a1: 107 Now Edition Court:in.Cary, NC,(NVLAP Code 101768=0 ;and CaL-Environ. Lab. Cert. #2483) to
estimate the percentage of asbestos by volume and determine the type(s) present. Carolina
Environmental's telephone number is (919)481-1413.
Carolina Environmental, Inc. determines percentages and type of asbestos by using EPA approved
method 600/M4-82-020: Interim Method for the Determination of Asbestos in Bulk Samples. Bulk
samples are analyzed by PLM (Polarized Light Microscopy). Asbestos is quw Pied by using the visual
arena estimation technique and can only determine the approximate percentage of asbestos present.
After a thorough search is conducted and no asbestos is detected 'none detected' will be noted in the
report. The essence of polarized light microscopy is not to emphatically determine that no asbestos is
present, merely that none was detected or, if it was, it was likely to be less than 1.0% of the sample.
When findings reveal less than or close to 1.0% asbestos contained in a sample, further analysis may be
called for on additional samples to confirm or denounce the initial findings. The California Code of
Regulations (CCR 1529) requires bulk sampling be conducted according to the A,H.E.R.A. protocol
provisions of 40 CFR Part 763.86. The A.H.E.R.A" protocol recommends three (3) or more friable
surfacing samples from a homogeneous area be collected and analyzed before any building material is
determined to be non -asbestos containing. Scott Morrison 8 Associates conducts asbestos inspection
surveys following the A.H.E.R.A. inspection protocol:
ASBESTOS INSPECTION BY: Scott Morrison, GOSH #92-0248
BULK SAMPLES ANALYZED ABY: Carolina Environmental, Inc.. NVLAP #101768-0
The results on the following page($) indicate that asbestos was detected in 00 of the 05 samples
analyzed.
(1)
11/16/2005 00:20 7603237743 PAGE 02
SCOTT MORRISON & ASSOCIATES
P.O. Box 55329
Riverside, CA, 92517 31855 Date Palm Drive, Ste. #3-507
(909) 624-1665 Cethedrat City, CA -92234
(760)323-7743
PLM1111 #0502
Sample #85-1
Type of matedal:final coat/ white
Location: interior S. wall, garage
Friable:no
Area: interior wall -1st layer
Results: none detected
Semple ItBS-2
Type of material:dryweiv tan
Location: interior S. wall, garage
Friable:no
Arewinterior wall -2nd layer
Results: none detected
SamPie #E4
Type of materielAnal Coat/ white
Locabon:garage ceiling
Area:garage interior ceiling
Friabla:no
Results none detected
Sample #BS4 Type of material:final coat/ tan
Location: exterior S. wall, garage
Area: exterior wall -1st layer
Friable:no Results: none detected
Sample #BS -5 Type of materiatbase coat/ grey
Location:exterior S. wall, garage
Area:exterior wall -2nd layer
Friable:no Results: none detected
Note: All asbestos containing building material(s) containing greater than 1.0°x5 asbestos by volume or
weight, must be removed by a state certified asbestos abatement contractor prior to any demolition or
renovation of the property.
inspector
Scott C. Morrison
Certified Asbestos Consultant.
DOSH#92-0248
(2)
Contractor & Owner shall verify all existing on-site conditions and measurements.
Foundation plain and Framing plan design is based on assumed existing framing
conditions as shown on the plans. The General Contractor is responsible for coordination
between foundation and framing when existing conditions differ for any reason from the
assumed condiltions upon which the structural design is based. The Architect shall be
notified of any variance from design conditions and solutions.
Promptly make any discrepancies between site observations and these construction
documents known to Architect.
All materials, ifinishes and duality of workmanship shall match or exceed existing.
Plaster, doors and windows, fixtures, fittings, textures and paint colors shall match
existing, unless noted otherwise.
The General Contractor shall patch and repair all transitions and additions to match
existing where necessary to achieve a uniform appearance and a water -tight condition.
The General Contractor shall ensure the integrity of the roof assembly and achieve a
water -Dight canditlor,. Flashing, counter•flashing, cap ehUte, caulking and sealing teks
Will bd utilized se I • In, to prevent rainwater infiltration,
� � ii► rr ";rrr '
Noies
Special Inspection *hail be required for all field welding, the placing of all concretg with an r c In exetav
bolts, any other Items as
�
General
of 2500 psi, all certified compacted fill, the installation of high-strength or
9i ,
maybe required by the plans. Inspectors shall be certified and approved by the Building Department
1
Provide that property hubs placed by a licensed surveyor with identifying RCE tags attached are in
and the structural Engineer or Architect, and shall be employed by the owner. The General Contractor
or the Owner/Builder shall verify all special or Continuous Inspection conditions with the Architect.
d
place prior to request for first Inspection.
Storage of building materials or debris shall be confined to the lot for which permit is Issued, Adjacent
The Contractor shall provide safe and adequate braces and connections to support the component
vacant properties may not be utilized for this pu:'pose unless written permission of owner is on file with
parts ofthe structure until the structure itself (Including the floor and roof diaphragms) is complete
U
the City. The public right-of-way shall be maintained in a clear condition at all times,
enough to adequately support itself.
- The Contractor and/or the Owner shall provide a trash Mn to insure proper clean-up of all building
All work shall comply with local City or County codes and ordinances. Agency -approved plans shall be
materials,
kept at the job site and shall not be used by workmen.
N
All contractors shalt have a current valid city bus'ness license prior to permit issuance,
The Contractor shall be responsible for the method and safety of all persons and property
i
continuously during the performance of his work, both during and after working hours. Contractors
�D
All contractors and/or Owner -Builders must submit Certificate of Workman's Compensation Insurance
shall exercise all necessary precautions to protect lives, property and adjacent work or bulldinge.
Exieting Keeidence
to Remain
I
I
A.
1
_ e. }.
The General Contractor and/or Owner -Builders shall complete and submit a subcontractors list form
written permission from the adjacent property owner prior proceeding
Contractor and/or the Owner/Builder agree to Indemnify and hold the Architect hermlees from any and
to the City prior to a request for final Inspection.
all liability, real or alleged, in connection with the performance of work on this project, excepting liability
r7_
arising from the sole negligence of the Architect.
Approved temporary sanitary facilities (chemical toilets) shall be on the construction site prior to a
request for first inspection.
f
-CAY6011
�r f
l
4T
i
i �
3
..
:.. :
`
1
Existing
x
to
garage
et' doore
ng Garage
be remodeled
to be removed
t
�
i
plans are to be considered approximate only. Verify the exact location of all utilities prior to the start
z
Dimensional Inconsistencies and errors shall be brought to the Architect's attention and corrected
of any work, including excavation.
j
7
ff
These plans, prepared exclusively for the Owner, shall not be assigned to any third party without the
to the start of the work, and shall verify on-site all dimensions andjobstte conditions.
ek
rt46&>0
CO ?
n tv
VIM
M6
44,o
AIM
0
remain the property of Curtis R. Shupe, Architect, whether the project for which they are produced is
"
lk
x
U 111MExisting curved
wall to be removed
1
f
e
any field changes, and shall have written concurrence from the Architect and the structural Engineer of -
r
1
Stan
Tl leo
All work shall comply with the California Building Standards Code found in State of California Title 24
Landscaping work shall be completed prior to any request for final inspection.
,
Contractor & Owner shall verify all existing on-site conditions and measurements.
Foundation plain and Framing plan design is based on assumed existing framing
conditions as shown on the plans. The General Contractor is responsible for coordination
between foundation and framing when existing conditions differ for any reason from the
assumed condiltions upon which the structural design is based. The Architect shall be
notified of any variance from design conditions and solutions.
Promptly make any discrepancies between site observations and these construction
documents known to Architect.
All materials, ifinishes and duality of workmanship shall match or exceed existing.
Plaster, doors and windows, fixtures, fittings, textures and paint colors shall match
existing, unless noted otherwise.
The General Contractor shall patch and repair all transitions and additions to match
existing where necessary to achieve a uniform appearance and a water -tight condition.
The General Contractor shall ensure the integrity of the roof assembly and achieve a
water -Dight canditlor,. Flashing, counter•flashing, cap ehUte, caulking and sealing teks
Will bd utilized se I • In, to prevent rainwater infiltration,
� � ii► rr ";rrr '
Noies
Special Inspection *hail be required for all field welding, the placing of all concretg with an r c In exetav
bolts, any other Items as
�
General
of 2500 psi, all certified compacted fill, the installation of high-strength or
9i ,
maybe required by the plans. Inspectors shall be certified and approved by the Building Department
Provide that property hubs placed by a licensed surveyor with identifying RCE tags attached are in
and the structural Engineer or Architect, and shall be employed by the owner. The General Contractor
or the Owner/Builder shall verify all special or Continuous Inspection conditions with the Architect.
d
place prior to request for first Inspection.
Storage of building materials or debris shall be confined to the lot for which permit is Issued, Adjacent
The Contractor shall provide safe and adequate braces and connections to support the component
vacant properties may not be utilized for this pu:'pose unless written permission of owner is on file with
parts ofthe structure until the structure itself (Including the floor and roof diaphragms) is complete
U
the City. The public right-of-way shall be maintained in a clear condition at all times,
enough to adequately support itself.
- The Contractor and/or the Owner shall provide a trash Mn to insure proper clean-up of all building
All work shall comply with local City or County codes and ordinances. Agency -approved plans shall be
materials,
kept at the job site and shall not be used by workmen.
N
All contractors shalt have a current valid city bus'ness license prior to permit issuance,
The Contractor shall be responsible for the method and safety of all persons and property
41
continuously during the performance of his work, both during and after working hours. Contractors
�D
All contractors and/or Owner -Builders must submit Certificate of Workman's Compensation Insurance
shall exercise all necessary precautions to protect lives, property and adjacent work or bulldinge.
�S_
coverage prior to issuance of building permits.
Should the Contractor need to work on or over adjacent property, It shall be his responsibility to get
to with this work. The General
The General Contractor and/or Owner -Builders shall complete and submit a subcontractors list form
written permission from the adjacent property owner prior proceeding
Contractor and/or the Owner/Builder agree to Indemnify and hold the Architect hermlees from any and
to the City prior to a request for final Inspection.
all liability, real or alleged, in connection with the performance of work on this project, excepting liability
V
arising from the sole negligence of the Architect.
Approved temporary sanitary facilities (chemical toilets) shall be on the construction site prior to a
request for first inspection.
It shall be the responsibility ofthe Contractor to comply with all utility installation requirements,
including but not limited to gas, water, electrical, telephone, television and sewer, Where utilities or
Address numerals shall be a minimum of 5" high on a contrasting background.
their appurtenances are installed as a part of these contract documents, the Contractor shall comply
with the utility company's installation and equipment requirements, and specifications and drawings.
boxes, splice boxes and other appurtenances required for utility
Retaining walls, pools, spas and property tine block walls require separate submittals for approval and
Locations of transformers, vaults, pull
services and/or meters any of which require the approval of the utility company having jurisdiction,
permitting.
shall be located in accordance with said utility company's approved plans. Locations shown on these
The General Contractor shell be responsible for coordination of the work of all trades on the site.
plans are to be considered approximate only. Verify the exact location of all utilities prior to the start
Dimensional Inconsistencies and errors shall be brought to the Architect's attention and corrected
of any work, including excavation.
i
before formwork for concrete and layout of framing walls occurs. The General Contractor shall
coordinate the work of foundation, framing, plumbing, electrical and mechanical subcontractors prior
These plans, prepared exclusively for the Owner, shall not be assigned to any third party without the
to the start of the work, and shall verify on-site all dimensions andjobstte conditions.
written approval of the Architect, Drawings and Specifications as instruments of service are and shall
-
remain the property of Curtis R. Shupe, Architect, whether the project for which they are produced is
No deviations of any kind shall be made from these drawings without the written approval of the
executed or not. They and any and all Ideas and designs contained therein are not to be used by any
Architect. Revisions and Addendums to plans shall be submitted to the Building Department prior to
other party, on other projects or on extensions to this project except by agreement in writing and with
any field changes, and shall have written concurrence from the Architect and the structural Engineer of -
appropriate compensation to the Architect.
Record.
All work shall comply with the California Building Standards Code found in State of California Title 24
Landscaping work shall be completed prior to any request for final inspection.
CCR as amended and adopted by the County of Riverside and the City of La Quints.
No work is to proceed on this site until all permits and approvals have been obtained, all easements of
record Interfering with the work are eliminated, and all required dedications made. The Issuance of a
All construction I�hall comply with the 2001 California Building, plumbing,
building permit does not authorize the installation of mechanical, plumbing, or electrical work that
Energy Codes and all other local codes and
requires a separate permit.
mechanical, Electrical, and
ordinances.
All "or Equal" substitutions must be submitted to, and approved by the
Building Official prior to installation of the item,
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Framing Notes
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' This project is proposed to meet the requirements of CBC 5ection 2320 for ,N
Conventional Light -Frame, Construction. Sheathe all exterior perimeter wall$ of
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new addition with one layer 3/8" COX plywood str. I with 8d @ 4" o.c. edges _"____._ .,..__.__ .___ _ __ _ __ __.._..__._- _._........ _..._.._
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a and boundary, l2" o.c, field. Sheathing shall extend from sill plate unbroken to� A
d"MIN top plate. Provide 5/8" 0x 14" long anchor bolts at 48" o.c. at all perimeter " "'""" ""' " - t z �O
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walls, within 12" of all ends. Provide approved washers at all anchor bolts per
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�....� a code.
All construction shall comply with the 2001 California Building, Plumbing,
mechanical, Electrical, and Energy Codes and all other local codes and (` L
ordinances. ! �
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All structural lumber shall be graded In accordance with "Grading &Dressing
co, ' �f i. Rules (#16) of the West Coast Lumberman's Association:' Provide A.A.I.T.C.
f certificate of compliance for glue laminated wood members to the building ; %3+
---- — - _ inspector prior to installation. r .
•- Block all rafters @ mid -span w/ solid blocking, same dimension as rafter. " �"" "'"'
ft
Fireblock at all intersections between concealed wall and horizontal spaces
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I II ii I such as soffits, roofs or ceilings. Fire -stop all concealed spaces of stud walls ( ( ® FslV
and partitions, Including furred spaces, at the ceiling and floor levels and at 10 �/�
01 4 i foot intervals along the length of any wall i r i Plan /�'
C-�� Top plates shall be continuous over openings if possible. Use common nails, p ,0 4ii�'c, E
t L typical. Use 10.16d nails on each side of all top plate splices. All nailing shall +
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be in full compliance with UBC Table 23-11-8-1. End joints shall be offset at
roriv-i co o t � ,},' o N ' (4" '9 least 48 inches,
Roof diaphragm nailing shall be Inspected prior to covering. Roof diaphragm
shall be 518" plywood, str. 11, panel ident. Index 32/16, w/10d @ 6"o.c. boundary
and supported ends, 12" o.c. field. Face grain of plywood shall be perpendicular
to supports. Minimum plywood sheeting dimension shall be 2'-0.
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11 is iElevation
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�' a �� %/�f die � I r � p 6 .,,.,.M,M...-..,...I•�M ,-"""'".." ..,...,�-.�.�.�i
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weer 95�1_ Map
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Elevation 1/q,"
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Coordinate
o i s slab posts, etc. Goor
Dimensions are to center line or face of fo t ng ,
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Garage -Face ra rn i n' Plan 1/4-"
with other plans for locations of posts, walls, plumbing fixtures, etc. General
responsible for coordination between foundation and framing when existing
anchor bolts at doors that extend to slab level. All anchor bolts shall have
Osie Simpson Company "U" series hangers ("LU", "LU5", or "HU") as Indicated
All horizontal framing shall be D.F. Larch #2 or better, base Fb=700psi. 4x and
on plan or properly sized hangers (U -212's @ 2x12's, etc.) at all flush beam to
6x beams shall be D.F.#1, base Fb=1700psq. unless noted otherwise. Glue -
joist and rafter connections. Hardware Manufacturer shall design hangers for
laminated beams shall be D.F., 24F -Y8, std. camber (radius=2000') unless
roof truss and rafter conditions as they occur. Install all hardware strictly per
noted otherwise on plan or beam calculations, structural grade unless noted
manufacturer's installation instructions.
otherwise (see plan for exact grade). 2x studs shall be D.F.#2 or better.
Provide 26 -gauge minimum galvanized weep screed at foundation plate
Ceiling Joists and furring: 10#/s.f. live load, w/stucco:
line. Weep screed shall be placed a minimum of 4 inches above the earth
2x6 @ 16"o.c„ 10'-8 maximum span
or 2 inches above paved areas.
2x6 @ 24"o.c., 6-6
At header beams, nail 2x trimmer stud to 2x king stud with 16d @ 8" o.c. At
Hardware noted on plan (all hangers, post caps, post bases, holdowns, etc.)
header beams with 2-2x trimmers, nail trimmers together with 16d @ 8" o.c,
shall be provided by Simpson Company, or equal as approved by Architect. All
Provide multiple studs at all beams for full bearing unless noted otherwise on
nail holes for strap ties and strap holdowns shall be filled with common nails,
plans. Provide stripping where required to provide a uniform surface where
Anchor bolts and post bases shall be in place prior to foundation inspection.
flush Joist and beams are different depth.
Shop drawings shall be submitted for all trusses, structural steel and glue
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laminated beams for Architect's review prior to fabrication.
Roof and Ceiling Notes
I k All new Interior ceilings shall be drywall sized to match existing adjacent Ceiling -
Built -up roofing at flat roof areas shall be 4layers reinforced felt
(30#/17#/17#/17#, base sheet nailed) hot mopped with 200# white rock cower,
over 5/8 CDX etr. 11 p.i.i. 32/16 plywood sheathing. Ail roof area shall have a
Exterior soffits and overhang eaves shall be 7/8'" exterior plaster finish on
minimum 1/4"/ft, positive sio a for full drainage. Use 2x rip strips for positive expanded metal lath and paper at eaves. Plaster ceiling finish shall match
pp -1-11 tia+.o a riaAti A f rn rating. existing exterior wall finishes In texture and color.
i -A'/ ,r I of . �,. ,. I t 1 r P f4i:,a- w r— T"' -I W Ym d /
Z2 X �+ VV� W'"�2 'Tem PGA W
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,.., ' �� '� r o 'n tion Plan
ara a5t Side Elevation r® Courtyard /
Foundation Plan Notes
existing
Foundation plan and Framing plan design is based on assumedg
lis shall have 5/8"diameter anchor bolts @ 48" o.c,
Ali perimeter bearing walls
Coordinate
o i s slab posts, etc. Goor
Dimensions are to center line or face of fo t ng ,
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framing conditions as shown on the plans. The General Contractor is
embedded 8" minimum into concrete footings, unless noted otherwise. Omit
with other plans for locations of posts, walls, plumbing fixtures, etc. General
responsible for coordination between foundation and framing when existing
anchor bolts at doors that extend to slab level. All anchor bolts shall have
Contractor shall verify all dimensions and existing conditions with the Owner
conditions differ for any reason from the assumed conditions upon which the
Simpson BP 5/8-2 3/16" thick 2"x2" plate washers (or equivalent) per UBC
and Architect prior to commencement of the work.
structural design is based. The Architect shall be notified of any variance from
section 1806.6.1.
design conditions and solutions.
Hardware and connectors noted are Simpson Company. CB: column base set in
All new concrete slab shall be 4'thick reinforced concrete (Fc = 2500 psi 28
concrete. Column bases, 55TB anchor bolts, and other hardware shall be
days, 5-1/2 sack Type Y Portland Cement per yard with water/cement ratio of
templated and tleel to concrete formwork prior to foundation inspaction.
0.55 by weight) with #3 bars @ 18" o.c. each way at slab center over 2" clean
Footings at 55T534 holdown anchor bolts shall be minimum 31" Aeep and 24"
sand @ 95% compaction over 10 mil visqueen vapor barrier over 12" min.
long.
compacted fill @ 95% compaction or as per soils report.
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Sipovac Construction Inc.
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• 72-651 Theodora Ln.
; Palm Desert Ca. 92260 r •#
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• Phone: 760-567-2347 Fax: 760-779-9525
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Work- Autho /
- -n-
November 16, 2005
Attn: Sterling Ball
78-230 San Timoteo
La Quinta, Ca. 92253
Dear Mr Ball,
Task Summary ..
Demo all items noted on demo plan dated 11/16/05 @ 78-230 San Timoteo Dr. La Quinta Ca.
Schedule Dates
State Date: Nov 16, 2005
Completion Date: Nov 22, 2005
Estimated Labor-hours L/H Rate Estimated Total Cost
N/A N/A $32,750.00
Contractor Personnel
To Be Assigned Job Classification/Skill Level
Julians Earthworks demo crew Sub-Contractor
This task will be performed in accordance with this Work Authorization and the provisions of Contract
Approval
��aa
.Waal CJ�
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Contractor Project Manager Owner
Sincerely,
Pres.