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LICENSED CONTRACTOR DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of
-Chapter 9 (commencing with Section 7000) of Division 3 of the Business and
Professionals Code, and my License is in full force and effect.
License # Lic. Class Exp. Date
35-5655 I3 � r I Ii30i 201
D fe �/ /x t Signature of Contractor _ ��/ A = k
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's
License Law for the following reason:
( ) I, as owner of the property, or my employees with wages as their sole
compensation, will do the work, and the structure is not intended or offered for
sale (Sec. 7044, Business & Professionals Code).
( ) I, as owner of the property, am exclusively contracting with licensed
contractors to construct the project (Sec. 7044, Business & Professionals
Code).
( ) I am exempt under Section , B&P.C. for this reason
Date Signature of Owner
WORKER'S COMPENSATION DECLARATION
I hereby,affirm under penalty of perjury one of the following declarations:
( ) I have and will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by Section 3700 of the Labor Code, for the
performance of the work for which this permit is issued.
( ',)� 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 insurance carrier & policy no. are:
Carrier Policy No.
aiiVrA UND > 22'1 -GC UNi', w1,Saw
(This section need not be completed if the permit valuation is for $100.00 or less).
() I certify that in the performance of the work for which this permit is issued,
I shall not employ any person in any manner so as to become subject to the
workers' compensation laws of -California, and agree that if I should become
subject to the workers' compensationprovisions of Section 3700 of the Labor
Cof�e, I shall forthwith comply with those provislons� /J
VDate: * -%. Applicant \ \ { • I `�� ,42
Warning: Failure to secure Workers' Compensation coverage is unlawful and
shall subject an employer to criminal penalties and civil fines up to $100,000, in
addition to the cost of compensation, damages as provided for in Section 3706
of the Labor Code, interest and attorney's fees.
IMPORTANT Application is hereby made to the Director of Building and Safety
for a permit subject to .the conditions and restrictions set forth on his
application.
1. Each person upon whose behalf this application is made & each person atl''
whose request and for whose benefit work is performed under or pursuant to
any permit issued as a result of this applicaton agrees to, & shall, indemnify
& hold harmless the City of La Quinta, its officers, agents and employees.
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 State laws relating to the building
construction, and hereby authorize representatives of this City to enter upon
the above-mentioned property for inspection purposes.
`��.1/
i nature (Owner/Agent) .j �� f A". Date �* .��1
PERMIT #
BUILDING PERMIT
"12-146
DATE 03/14MI41VALUATION Sa:57,tfi2.6j► LOT E�J1() TRACT RX ISI (J23
JOB SITE
ADDRESS �? ��� t. �iI EAT I3 ' t i ri.�
APN r74-175.022
OWNER
CONTRACTOR / / ENGINEER
t q 7 C �.tp n i
IDESISIGNER
:0551 VEMIDA Bi;iicMIA)AS
22582 CJ1NY'I31N1 LA -KE DR S
I.,A QL LIMA CA 92253
SUM tr:lT CA 142587
(400)744-9584 G.(31,# 17;9/4
USE OF PERMIT
SlIV4i�.t? t/E\hltk.k t�Wli�,r✓FIe!i.:i
SM - F'ERNhIT DOES NOT INCLIi(RBLOCK WALL (7R I' 0L.
" BUILUINO OF IC;AL, N(:A*P' *M` L)LA.R00A4 NQT O OH' 0SO) AS A
SLEEPINO.t'tl=ifjM - NO hGlK 33 PX V1D1:U,
TRACT 1C1?1tU CtYVN1n n YtT
�, atiV.l)iJ Jk
PiDkC,IOAT IO I.10.0 SF
t ARA,iJFJ('AtCV( K17 S
E.STIAIAT.ED CS;4i
157,052.60
14,N i T FEE SUMMARY
CC7NliTRUC" fI.CJPI' rFY_ 101 -000 -1118 -ow
1)], A'N (K!f C; I+, Y FF? I Ci I. -00f1_4 -N-11 R
&MCIIANICAL, iTTL,' 1101-000-421-000
ELECTRICAL iris f01 -W-47.0-000 S.t7v.C�2
PL.UMMNG FEE
�t'Y's(1NC.RR(ytfCl�ff�Frk;. i't#'SIT) i(){-(Kf(1-�IQt-f1(►f1 R1S?I
GRADINO I'v% 101-000.923.000
fl7iiV.C:i.0Pr-Jt VN1I-1A0T HE
PRSCt SHPLAN to) _K10 -44-1-34S SI(.itMI)
701-(N.?_5i..(X)0 $142.63
i✓•- Ik,r.1�gCSI�'1
AND M.AN CHRCK.
1,174.1'
LESS PRT -PAID F[313 i
4250.00
rR O'fikl, Pc.'.R;Y I IPA*a KS DID C NOW
f` r+
RECEIPT
DATE �BY�
If It
DA E ALE
INSPECTOR
F
INSPECTION RECORD
OPERATION
DATE INSPECTOR
OPERATION
DATE
INSPECTOR
BUILDING
APPROVALS
MECHANICAL APPROVALS
Set Backs
Underground Ducts
Forms & Footings
Ducts
Slab Grade
Return Air
Steel
Combustion Air
Roof Deck
Z (s po 7
Exhaust Fans
O.K. to Wrap
_ Z S
F.A.U.
Framing
Compressor
Insulation
Vents
Fireplace P.L.
Grills
Fireplace T.O.
Fans & Controls
Party Wall Insulation
Condensate Lines
Party Wall Firewall
Exterior Lath
Drywall - Int. Lath
-Ql�
Final
_
Final
BLOCKWALL APPROVALS
POOLS - SPAS
steel
Set Backs
Electric Bond
Footings
Main Drain
Bond Beam
Approval to Cover
Equipment Location
Underground Electric
Underground Plbg. Test
Final
I I
Gas Piping
PLUMBING APPROVALS
Gas Test
Electric Final
Waste Lines
Heater Final
Water Piping
Plumbing Final
Plumbing Top Out
Equipment Enclosure
Shower Pans
O.K. for Finish Plaster
Sewer Lateral
Pool Cover
Sewer Connection
ing
Encapsulation
Gas Piping
Gas Test
Appliances
Final
Final
Utility Notice (Gas)
ELECTRICAL APPROVALS
Temp. Power Pole - ZS—cc
Underground Conduit
Rough Wiring
Low Voltage Wiring
Fixtures
Main Service
Sub Panels
Exterior Receptacles
G.F.I.
Smoke Detectors
Temp. Use of Power
Final za
Utility Notice (Perm)
COMMENTS:
W6
P.O. BOX 1504
Building `� t
�j 78-495 CALLE TAMPICO APPLI
- `
Address / ` f"1 va �� M Uf'A,$ LA OUINTA, CALIFORNIA 92253
Owner U
t -'Ce BUILDING: TYPE'CONST. OCC. GRP.
Mailing
Address 41 , - ,� 0
A.P. Number
City Zip Tel. --
Legal Description ��s�i `"! I Q L. I -S�%
Contractd 1 )
tLhrir P.I /r
Address_ L cj / re{
ek
ZiyI ridS -7T%"1 P500
State Lic.,. ,r City
& Classif.� �� Lic. N
Arch., Engr., 'JZA N r=
Designer r",ja- aF:T �icNii� C-jrcSl�a{JIcMZ�
Address �'O ,L1�V �N t La,y Tel. 1
M rcN C7oZz.,A. 'tt,,c' - �-
y -ate!
CitZip State
L-A rviNT,e �ZZ �? Lic.#
LICENSED CONTRACTOR'S DECLARATION
I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section
7000) of Division 3 of the Business and Professions Code, and my license is in full force and
effect.
SIGNATURE DATE
OWNER -BUILDER DECLARATION
I hereby affirm that I am exempt from the Contractor's License Law for the following
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'/ts issuance also
requires the applicant for such permit to file a signed statement that he is licensed pursuant to
the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of
Division 3 of the Business and Professions Code, or that. he is exempt therefrom, and the basis
for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit
subjects the applicant to a civil penalty of not more than five hundred dollars ($500).
1-2 1, 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, Buisness and
Professions Code: The Contractor's License Law does not apply to an owner of property who
builds or improves thereon and who does such work himself or through his own employees,
provided that such improvements are not intended or offered for sale. If, however, the building
or improvement is sold within one year of completion, the owner -builder will have the burden
of proving that he did not build or improve for the purpose of sale.)
I1
I, as owner of the property, am exclusively contracting with licensed contractors to con-
struct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law
does not apply to an owner of property who builds or improves thereon, and who contracts for
such projects with a contractor(s) licensed pursuant to the Contractor's License Law.)
11 1 am exempt under Sec. B. & P.C. for this reason n
Date) r� 1; 'f y Owner \�--'t-s'r`-•'�...-�"�
WORKERS' COMPENSATION DECLARATION
Ihereby affirm that I have a certificate of consent to self -insure, or a certificate of
Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.)
Policy No. Company
n Copy is filed with the city. O Certified copy is hereby furnished.
CERTIFICATE OF EXEMPTION FROM
WORKERS' COMPENSATION INSURANCE
(This section need not be completed if the permit is for -one hundred dollars ($100) valuation
or less.)
I certify that in the performance of thg work for which this permit is issued, 1 shall not
employ any person in any manner so as to become subject to the Workers' Compensation
Laws of California.
Date Owner
NOTICE TD APPLICANT: U, after making this Certificate of Exemption you should become
subject to the Workers' Compensation provisions of the Labor Code, you must forthwith
comply with such provisions or this permit shall be deemed revoked.
CONSTRUCTION LENDING AGENCY
Ihereby affirm that there is a construction lending agency for the performance of the
work for which this permit is issued. (Sec. 3097, Civil Code.)
Lender's Name
Lender's Address
This is a building permit when properly filled out, signed and validated, and is subject to
expiration if work thereunder is suspended for 180 days.
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 authorize representatives sof this city to enter the above•
mentioned property for inspection purposes.
Signature of applicant Date
Mailing Address
City, State, Zip
Description
Sq. Ft. No. No. Dw.
Size Stories Units
New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑
121.6 &&& 61L S HARCJ
gr'!19 9 -AA - c sus+
Estimated Valuation
PERMIT t AMOUNT
Plan Chk. Dep. 2 ' ap
Plan Chk. Bal.
Const.
Mech.
Electrical
Plumbing
S.M.I.
Grading
Driveway Enc.
Infrastructure
TOTAL
REMARKS
ZONE: BY:
Minimum Setback Distances:
Front Setback from Center Line
Rear Setback from Rear Prop. Line
Side Street Setback from Center Line
Side Setback from Property Line
FINAL DA
INSPECTOR
Issued by: ' Date Permit
Validated by:
Validation:
WHITE = FINANCE YELLOW = APPLICANT PINK = BUILDING DIVISION
Desert Sands Unified School District
47-950 Dune Palms Road
Notice: La Quinta, CA 92253
Document Cannot Be Duplicated 760-771-8515
CERTIFICATE OF COMPLIANCE
Date 3/14/00
No. 20157
Owner NamJ&- & Mrs. Eddie Gilreath
APN # 774-175-022
Jurisdiction La Quinta
No. 53-955 Street Avenida Bermudas
City La Quinta zip 92253
Permit # 9912-146
Log #
Study Area
Tract # BLK 251 Lot # 9/10 Square Footage 2560
Type of Development Single Family Residence No. of Units 1
Comments
At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered
patios/walkways, residential additions under 500 square feet, detached accessory structures or replacement mobilehomes. It
has been determined the above-named owner is exempt from paying school fees at this time due to the following reason:
EXEMPTION NOT APPLICABLE
This certifies that school facility fees imposed pursuant to Government Code 53080 in the amount of
1.93 X 2,560 or $ 4,940.80 the property listed above and that building
permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued
Fees Paid By CC/Bank of America/Eddie Gilreath
Name on the check
By Dr. Doris Wilson
Superintendent
Fee collected /exempted by Mary Ann L. Boda Payment Received
Check No.
Signature
Telephone,
'<\L
% I S •1 J �
$4;940.80
f.
4 _
2004427057..
NOTICE: Pursuant of Assembly Bill 3081 (CHAP 549, STATS. 1996) this will serve to notify you that the 90 -day approval period in which you may protest the fees or other payment identified
above will begin to run from the date on which the building or installation permit for this project is sssued or on which they are paid to the District(s) or to another public entity authorized to
collect them on the District('s)(s') behalf, whichever is earlier.
Collector: Attach a copy of county or city plan check application form to district copy for all waivers.
Embossed Original- Building Dept./Applicant Copy - Applicant/Receipt Copy - Accounting
b
2
RC MW -Planning Review Form)1 Rico
�.
This form is to be used by CDD staff for review of single family dwellings in the RC (Cove
Residential) District, in order to determine the applicability of compatibility issues or need
to require the filing of Master Design Guidelines by the applicant. It shall be transmitted to
Building & Safety as your correction list. Please attach additional explanations as necessary.
APPLICANT:.
PROJECT
ADDRESS:
APN:
LEGAL:
CK'D BY:
BIN NO: .
RICHARD SWALVE
Avenida Bermudas
774-175-021 & 022 '
LOT' 9 & 1�$LOCK 251 , UNIT , S.C. @ V.L.Q.
Stan Sawa
CASE N0. '99-170 CHECK -DATE:
Inform -'the assigned Building plan checker upon your assignment to this case. The CDD
Executive Secretary maintains a log book to track applications and assign case numbers.
REQUIRED ITEM
Y-1
N I
COMMENT/CORRECTION
.. vn
_•. ..
,
CTC �
Case logged and number assigned
Verify legal and APN information
Consistent with MDG on file las applicable)
MDG filing required (5+ filings since 9/3/98)
Consistency -with street/surrounding area:.
Colors
Materials
Architecture .
maw
V
G
�
�
0TH R REO IRF ENTS:
�v►Gv C�
I a�
`
The zoning code, architectural and landscaping manuals, and/or assigned inspector should
be consulted where uncertainties arise. The completed checklist shall be -maintained-in the
Building '& Safety address file.
02-0>;',;.00 11:33 City of LaQuinta Comm•Dev.Dept ID= 760 777 1233 P.01
January 27, 2000
Mr. and Mrs. Edward L. Gilreath
SUBJECT: PARCEL MERGER 2000-369
Dear Mr. and Mrs. Gilreath:
The Community Development Department has approved PM 2000-369 for recordation. Enclosed
is the approved information for this application. Once recorded, please send a copy of the material
to our office for filing. Enclosed is a letter addressed to the County Recorder stating that PM 2000-
369 can be recorded.
The City has approved this parcel merger based on zoning compliance and correctness of the
attached exhibits. Any potential conflicts with utility easements should be investigated before
development of the property. By execution of this approval, the applicant and/or property owner
agrees to indemnify, defend, and hold harmless the City of La Quinta from any legal claim or
ligation arising out of the City's approval of this parcel merger.
Should you have any questions, please contact me at (760) 777-7067.
Sincerely,
,PERRY HERMAN
COMMUNITY DEVELOPMENT DIRECTOR
GREG TROUSDELL
Associate Planner
GT.
Enclosures
c: Community Development Director
PM 369 Gil -38
SIMPSON
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return
24" min.
7603247146
CDGARLAND PAGE 01
Sknpaon 6trong-Tis introduces Its latest Mrovat on --ha Simpson Strong -Wall. An with all Simpaon producEl.
ttN StfOng•WaN was gsneraded with input from people in the cox fructlon industrt.--engkNows, architects,
building officials, contractors and developers. They cold they were looking for a coet•elfeetive wag shat would
offer guaranteed quality, Incraewed l OMO tesisume and easy Inatsiladon fvaurres, Wall, here it let The
Strong -W41111 not 0111y meets these requirements but also works In conjunction Nath the 1907 untform aupding
Code changes. CODE: Submtttsd to ItBp 5/96.
FEATURE BENEFIT
I Wood Wall Higher R value than steel wall.
Continuous Top Plate Acnleves higner drop strut capacity,
j 3 112 Inches Thick No diaphragm sticking out of the plane of the wall; no furring out
fy adjacent walls --Wes on installation costs.
H Pre•Aftaehed Holdowns Assures high Quality control, saves Installation time.
Slotted Holes for Field adjustabiHty results in fewer problems
Perpendicular Adjustments associated with misplaced anchor bofts.
Factory Bu►h Cuts down time needed to manufacture wall on site.
Floperprinted, Conaistenl 0lallty and perlormanca.
v ' co
.v
Standard StraWWall
Petard Pending
High Quality Materials
Allows for Less Than
Can use less expensive wood wall, steel -type is labor-intensive.
2•to-1 Aspect Ratio
Template avaliaue for
low-
AV-
Placement of Anchor Bons
Saves time tar concrete nmd framing contractor.
Design Load Values Derived
Much higher degree of confidence in building
from Cyclic Testing of
performance for owner, engineer and
Complete Wall system
iIs � �
c i l r• I
I•,I .< �,
Higher C16s there conventional
Requires 30-70% less lineal footage of conventional shearwall.
iott-site bunt shearwalls
Eliminating excess shear panels can reduce water entrapment
ry
I((�
,•S II
Sknpaon 6trong-Tis introduces Its latest Mrovat on --ha Simpson Strong -Wall. An with all Simpaon producEl.
ttN StfOng•WaN was gsneraded with input from people in the cox fructlon industrt.--engkNows, architects,
building officials, contractors and developers. They cold they were looking for a coet•elfeetive wag shat would
offer guaranteed quality, Incraewed l OMO tesisume and easy Inatsiladon fvaurres, Wall, here it let The
Strong -W41111 not 0111y meets these requirements but also works In conjunction Nath the 1907 untform aupding
Code changes. CODE: Submtttsd to ItBp 5/96.
FEATURE BENEFIT
I Wood Wall Higher R value than steel wall.
Continuous Top Plate Acnleves higner drop strut capacity,
j 3 112 Inches Thick No diaphragm sticking out of the plane of the wall; no furring out
fy adjacent walls --Wes on installation costs.
H Pre•Aftaehed Holdowns Assures high Quality control, saves Installation time.
Slotted Holes for Field adjustabiHty results in fewer problems
Perpendicular Adjustments associated with misplaced anchor bofts.
Factory Bu►h Cuts down time needed to manufacture wall on site.
Floperprinted, Conaistenl 0lallty and perlormanca.
v ' co
.v
Standard StraWWall
Petard Pending
High Quality Materials
Allows for Less Than
Can use less expensive wood wall, steel -type is labor-intensive.
2•to-1 Aspect Ratio
Template avaliaue for
Anchor boos lees like)y to be off layout.
Placement of Anchor Bons
Saves time tar concrete nmd framing contractor.
Design Load Values Derived
Much higher degree of confidence in building
from Cyclic Testing of
performance for owner, engineer and
Complete Wall system
Insurance company.
(not just commientsj,
Higher C16s there conventional
Requires 30-70% less lineal footage of conventional shearwall.
iott-site bunt shearwalls
Eliminating excess shear panels can reduce water entrapment
problems associated with some stucco irwtallatfon moods,
10d NAILS
a O.C.
40RIZONTAL
2,r Owego Portal
(outside view) Outside EsrraPe--
corner requires
e minimae of
1A" conceals ib
the ad" of the
81rong-Well
Netlonal Toll Free Number 1.800-999-5099
Web Site: httpJtstronatio.com
zr Qareps Portal
(Inside view)
14' Oarege Portal
(outside view)
ITRAP WITH
I NAILS
ACH END
MIN. hEADER
♦eta DOUQLAa FIR,
ern' ■ l r'
OLUMM BEAM.
IVaYttp'
'ARAL!.AM or
e>, K 11'A
TtMOEABTRAN0
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14 NAILS
Outelds Garage corow 16' Qara a ►octal
reqtuires a tmtnkntutr of Inside g
1',4" coetwete to the view)
edge of *w otrono-Wali
0 Copyripht 1996 Simpson Steono-Tie Co.. Inc. form fSTRONGMLL3 t 1Na exp 12199
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1_1/10/1999 15:03 7603247146 CDGARLAND DAa6 02
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CONNECTICUS v r
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STANDARD WALL DATA
Model
W
H
T
Number of
Number of
Holdown
Allowable
Drift at
Allowable Assembled
Set Up
(in)
(In)
fin)
Faetesers In
, Mudsll)
'
Anchor
Shear V
Allosrabte
Sheer V
Shear V
I Load
Well
Weight
I Mudsill
Holdown
Load (Ib)
Allowable
Top of Wali
Anchors
Balt
Load (lb)
(In) In Top
IWall
i Anchors
Anchors
i
for Portal
Shear
V load
Weight
of
(In)
(11/lt)
(the)
SW24x8-4
124
93y,
3,r,
12 -SDS ,x6
I 2
SS7828
1610
1 .388
1 804
91
S'N32x8-4
32
S5y—,7
3y,
16-S0Syx6 I 2-y.
ISST928
2875
.5jU
1078
116
SW
48
93y .
3y,
24-SDSyx6
3- a
SSTB28
4545
380
1136
149
SW24x9 244-41 4
24
105y,.
3
12-SDSyx6
2-% ISST828
1585
.396
793
101
SW32x9-d
32
105y,
3,5
16 SDSyx6
2
SSTB28
2600
427
975
126
SW48x9.4
48
105y
3y
24-SDSyx6
3-%
SSTB28
4370
.439
1093
165
5'N32x10-4
32117.
3y
16-SDSjx6
2
SST828
2460
.453
923
134
SW48x10-4
48
117y
3y
24-SDSYx6
3 6;
SST928
4095
.435
1024 1
171
1 For plywuos shear panel, add 'P' to model nam: (t.g. SW24x8-4i'), and multiply
rhe table loads by 0.88,
2. For two•pour applicailons, use the SSTB34.
GARAGE PORTAL DATA
I. For plywood sheer panel, add T' to model name (e.g SW248-4P), and multiply
the table loads by 0.88,
2 For two -pout applications, use the 5ST834,
3.A portal system consists of 2 retum walls wilh a Mader spanning over the top And
connected as shown.
4.STHD145W requires a minimum 12" grade beam.
$,Recommended header moisture content is 1614 at time M installation.
STRONG -WALL CONCRETE TEMPLATE
MN el
Corresponding Strong -Wall
Lengt(In) h
SWT16
SW16x7.4
16
SW722
SW22x7.4
22
SVd722-6
SW22x7.6
Number of
titlmberof
SW24x8-4, SVV24x9-4
Allowable
ShearV
Drift at
Allowable
Ascembled
Model
W H
T Fasteners
I Mudsill
Holdown
Load (Ib)
Allowable
Shear
Wall
Set Up
(in) (In)
(In) In Top
IWall
i Anchors
Anchors
i
for Portal
Shear
V load
Weight
of
System 9
V (In)
(ID/ft)
(I ba)
SW16x7.4
16 78
1 4 8-SDSyx6
2-
STH014SVV
3020.346
1133
71
SW22x7-4
22 1 78
, 4 12-SDSyx6
2-j
SST828
4820 1
.369
1315
95
SW22x7-6
22 1 78 1
6 12-SDSy4x6
2-y
9STB28
4820
.389
1315
117
I. For plywood sheer panel, add T' to model name (e.g SW248-4P), and multiply
the table loads by 0.88,
2 For two -pout applications, use the 5ST834,
3.A portal system consists of 2 retum walls wilh a Mader spanning over the top And
connected as shown.
4.STHD145W requires a minimum 12" grade beam.
$,Recommended header moisture content is 1614 at time M installation.
STRONG -WALL CONCRETE TEMPLATE
MN el
Corresponding Strong -Wall
Lengt(In) h
SWT16
SW16x7.4
16
SW722
SW22x7.4
22
SVd722-6
SW22x7.6
22
S%724SWT124
SW24x8-4, SVV24x9-4
24
Form F•STRONGWALL3 11198 erg 12/99
SW32x8-4, SW320.4,
SWT32, SWTI32
SVv32x10-4
32
SVr48, SIA 148
SW48x6.4, SW48x9.4,
48
SW4800.4
1.SWT! models are for interior shearwall applications.
SWT Strong -Well Template
Th:s flier Is effective until December 31, 1999, and reflects Information available as of November 1, 1998. This information
is updated periodically and should not be relied upon after December 31, 1999: contact Simpson for current information.
SIMPSON STRONG -TIE COMPANY, INC.
Home Office Northwest Reglon southwest Region Southeast Region Northeast Region
Sun Coast Western Canada
4637 Chabot Dr, ,r 20C 145D Doolittle Dr. 260 N. Palm St, 1720 Couch Dr. 2800 International St.
Jacksonville Surrey, B.L.
Pleasantoi, CA 94588 San Leandro, CA 94577 Brea, CA 92821 McKinney, TX 75069 Columba, DH 43228
Warehouse Warehouse
FAX: 925/647.0694 FAX: 510/632.8925 FAX: 714;871.9167 FAX: 972/541.5379 FAX: 614/876-0636
National Toll Free Number: 1-SM999-5099 ® Copyright 1998 Simpson Strong -Tie Co.. Inc.
Form F•STRONGWALL3 11198 erg 12/99
Web Site: http://Strongtie.com Printed in the USA
i"Certificate of Occupancy
City of La Quinta
Building and Safety Department
This Certificate issued pursuant to the requirements of Section 109 of the Uniform Building Code,
certifying that, at the time of issuance, this structure was in compliance with the various ordinances
of the City regulating building construction or use. For the following:
BUILDING ADDRESS:
Use Classification: SFD
53-955 AVENIDA BERMUDAS
Bldg. Permit No.: 9912-146
Occupancy Group: R 3 Type of Construction: VN Land Use. Zone: RC
Owner of Building: M/M EDDIE GILREATH Address: 53=955 AVENIDA BERMUDAS
City: LA QUINTA, CA 92253
-77-2-11,
Building Official
By: STEVE TRAXEL
Date: 09-21-00
POST IN A CONSPICUOUS PLACE