0104-035 (SFD)N LLU
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LICENSED CONTRACTOR DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of
Chapter 9 (cc+,nmencing 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
Date < -,' ;. f gnature of Contractor•,_; -
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's
License Lasa 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
SCcRion 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.
FEMP`t`
(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,
F'sh'all 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' compensation provisions of Section 3700 of the Labor
Code, I shall forthwith comply with those. provisions.
Date: y / ! • • ADDlicant '
WarMng:-IFiiTure 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 370¢,
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 ons his
application.
1. Each person upon whose behalf this application is made & each person at
whose request and for whose benefit work is performed under or pursuant to
any permit issued as a result of this applicaton agrees toi & 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.
Signature-(Owner/Agent) f �' r`r p* Date- •` •/� • 7
BUILDING PERMIT PERMITp
DATE VALUATION LOT 0104-0M TRACT
W) t/ 0C $327,959;W 23 2559.7
JOB SITE
APN ti+
ADDRESS
55-7 1.0 C=*RRY HULLS
70-023
OWNER
CONTRACTOR / DESIGNER / EN [NEER
UT AH IJM*301, CC%k4:SM. IJCv17' N CORP,
(YrAH LTKDELL C0k-RrrRTjC'y;10N'CURP.
3i-395.11 VTNIILA,
57.395 itEMl A
1A t?' W. fA CA 92253
LA Ql:llNTA CA 92253
(760)564-9158 f_ML41 1518
USE OF PERMIT
MtO1ILFd3WLY E. WE L124 3
S?D • PERMIT f,. O&S NOT INCLUDE HLOCK WALL/P0011SPA OR.
DRIVEWAY APPROACH,
CU."n'016 CONSTRUCTION Q10.09 SS
: sWf.'b*$_E SUAWA Y
S:017tyI'I'l.UCITION F ..9 ]OYI.Ot 1 .,4tYdf $7,464. 0
PLAN CHECK "M 101-00OA39-318 $1,187756
P11ir .D POSIT 101-000-439-318 -spoom
IFFYHA ,JiCA1: I'VE 101-t'ktYtl-421-000 $148.00
FL.F+� , rPIC,AL M., 101.000.420-000 $241.07
PLMMBIWO FEE 101 -000-419-00.0 $221.40
31"RONG MOTION PER-1t1301D ', 01 "000-24 1-000 $36.99
ORAI3INO rdt 141-000-423-4)40 $20.00
DP/'Gl.,t VER I!I?I".y,C" € U $1,907.00
Awr Ili PUl3i.,IC PlaACES - ItESIL 701-000-2-35-000 $323: ?$
�lit',110H JVM) PLAN Cl,1C�,.CkC
$5,€ -19.3'7
1 1' .g'KnW.tr 8.b1LTP.* NOW
t1200]1
;� ,0759. 7
MAY
CITY OF LA OUINTA
FINANCE DEPT
RECEIPT
Y
DATE FINALED
INSPECTOR
�/6 v .i
MSPECMN RECORD
OPERATION
DATE
INSPECTOR
OPERATION
DATE
INSPECTOR
BUIL DING
APPROVALS
i MECHAMCAL APPROVALS
Set Backs
Underground Ducts
Forms & Footings MU
_4
Ducts
Slab Grade
1 6
Return Air
Steel
Combustion Air
Roof Deck
Exhaust Fans
O.K. to Wrap
-
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
Final
_
(� IYL
Final
,[�!�
POOLS e SPAS
BLL OCG` WALLL APPROVALS
Steel
Set Backs
Electric Bond
Footings
Main Drain
Bond Beam
Approval to Cover
Equipment Location
Underground Electric
Underground Plbg. Test
[finalGas
Piping
_a PLMMMMG APPROVALS
Gas Test
Waste Lines
_
�a _7/
Electric Final
Heater Final
Water Piping
Plumbing Final
Plumbing Top Out
Equipment Enclosure
Showar Pans
O.K. for Finish Plaster
Sewer Lateral
Pool Cover
Sewer Connection
3 /
Encapsulation
Gas Piping
Gas Test
/ �Z4
Appliances
_
al
Final
COMMENTS:
Final
Utility Notice (Gas)
FELECMCAL APPROVALS
Temp. Power Pole
Underground Conduit
Rough Wiring .
Low Voltage Wiring
Fixtures
Main Service
Sub Panels
Exterior Receptacles
G.F.I.
Smoke Detectors
Temp. Use of Power
Final
Utility Notice (Perm)
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: 55-710 CHERRY HILLS
Use Classification: SINGLE FAMILY DWELLING
Bldg. Permit No.: 0104-035
Occupancy Group: R-3 Type of Construction: VN Land Use Zone: RL
Owner of Building: UTAH LINDELL CONST. CORP. Address: 57-395 RIVIERA
City: LA QUINTA, CA., 922.53,
By: RICHARD KIRKLAND
Date: 1/15/02
Building Official
POST IN A CONSPICUOUS PLACE '
4
P.O. BOX 1504
j 78=495 CALLE TAMPICO
d7 �i1 LAQUINTA, CALIFOONIA92253
OW
ner
Mailing
Address,.]
AS -4 V "
Zip / Tell. � '7/� C
[ % <--? w V — 4. A c /
0 1A
APPLICATION ONLY
BUILDING: TYPE'CONST,a�OCC: GRP.
A.P: Number -A-1S t 0 8 z.
Legal. Description 4_4
Project Description
f.i • �
State Lic. City /
8 CI'assif. �o (p Lic. A /�'�"y Sq. Ft:
Arch., Engr., Size -
Designer �,� V) 1 (,j. It J -e Let, -New
AddressTel. 2' 3
C!ty� Zip State
LICENSED CONTRACTOR'S DECLARATION
1, hereby affirm that I am licensed under orovislons•of'Chapter 9'.(commencing with, S
7000) of Dlvis the Business and Profen/§tons Codd amend I nse Is in fullA50AT
t.0,ice-•- .�Ji`.�.G v??
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 Prolessions Code: Any city or county which requires e
-permit to.� construct, after. -.Improve, demolish, or repair any structure,prior to ,ft, issuance also
requires the applicant for such permit to Ole-- a signed. statement that' he Is licensed pursuant to
the provisions. of,,the Contractor's License Law, Chapter9 (canmencing with Section 7000), of
Divialon 3 of the Business. and Professions Code, of that, he 78 exempt therefrom, and the basis
for thei alleged exemption. Any, violation of Section 7031.5 by 'any applicant for a permit
subjects theapplicant to,a civil penalty of not more than five hundred dollars ($500).
1-1 I,.as owner of t-he,property; or my employees with'Wagesas theicsole compensation, will
do the work, and the structure is not Intended or offered for bate. (Sec.. 7044, Bulkiness and
Professions Code:. The Coetiaetor's License Lew does not apply to an owner ;of property who
builds or "proves thereon and who does such w'olk himself or through his own employees,
provided that such improvements are not Intended o`r offered for sale. M, however, the Auiklhip
or improvement is sold within one year of 6omplotkmn, fhb owner builder will heire the burden
of proving, that
he not Improve forth purpose of saleo
I'1 1, as owner of -the property, am exclusively contracting with licensed contractors to con.
struct the project. (Sec.. 704 fi
.4, Business and Professions Code: e Contractoi's License Law
does, not apply to an owner of'property who builds or Improves thereon; and who cordiacts for
such.pro)ects with a contractors) licensed -pursuant. to the Contractor's License Lew.)
17 1 am exempt under Sec. & B.PC. for this reason
Date Owner
WORKERS' COMPENSATION DECLARATION
I hereby affirm that. I''have a certificate of consent: to self -Insure, or a certificate of
Worker's Compensation Insurance„or a certified copy thereof. (Sec. 3800, Labor Code.)
Policy No Company
17 Copy is•filed with•the city. ❑ Certified copy,ia hereby furnished.
i
L CERTIFICATE OF EXEMPTION FROM
WORKERS' COMPENSATION INSURANCE
(This section need not be completed If the permit is for one hundred dollars .(1100) vahrstion
or lass.) _
I certify that in the performance,of th f work, for which thio permit Is Issued, I shall not
Laweany er Is in any mann
er so;;Inla�;Ceriftele
become -subject to the W�rka C$riipAnsatlon
Date J Owner f./-^
NOT/ 0 PPLICANT: M, aof Exemption you should become
subject to the, Workers' Companeatlon provisions of the Labor Code, you, must forthwith
comply with,suchproviskms of this permit "I be deemed revoked:
CONSTRUCTION LENDING AGENCY
I hereby affirm that there Is a construction lending agency for the performance of the
work for,which this'p Pis Issued. (Sec. 30 7; Ivll Q 0AI
Lender's Name .0"'t _ Q- �.+
Lender.'s Address
This is a building permit_ hen properlyfilled out, signed and Q end sublegt to
expiration It work Cher iunder'ms.suapended for 180 days.LL�A....(
I certffy that I have read,611' application and state that the • e.infor. _ is co et.
I agree to comply with all cityand county ordinances and state laws relating to bull Inp
construction, and hereby authorize representatives -of, this Of to enter the above-
mentioned property forte ion purpose
Signature of adpilcant�”' Date
Mailing Address'
City„ state. zip
No. No: DW: /
1-a Stories Units
Add ❑ Alter ❑ Repair ❑ Demolition O
'USS
cation
PERMIT
Plan Chk. Dep.
Plan Ch -k. Bal.
Const.
ng
C\A 1
IntraStructu
ZONE:_
Minimum
AMOUNT,'
b Q
t
r
XAT
1: r1
,as:
Se;back from Centeil Line
Setback fromRearProp. Line
Street:Setback from Centefi Line
Setback from,' Werty Line
FINAL DATE i a y F—INSPECTOR a
Issued by: Date Permit.
Validated .by:
Validation:
WHITE = FINANCE YELLOW =APPLICANT PINK = BUILDING DIVISION
it
CITY OF LA QUINTA
PLAN CHECK CORRECTION LIST
Andrzej_ W. Weber, Architect
74 133 El Paseo, .Ste. A
Palm Desert, CA 92260
PLAN CHECK NO.: 0104-035
JOB' ADDRESS: 55-710 Cherry Hills.
AREA-S.F.- ; 4,210/936/1408 hse/gar/patio
May 9, 2001
SECOND/FINAL CHECK
OCCUPANCY: sfr'w/ att gst.hse
TYPE -OF -CONST.: V -N
The submitted plans and specifications have been reviewed by VANDORPE CHOU ASSOCIATES. It is
our professional opinion than the plans are in substantial conformance with the building codes and
regulations adopted by the CITY OF LA QUINTAand the State of'California Amendment.
APPROVAL.FOR A BUILDING PERMTf IS HEREBY RECOMMENDED SUBJECT TO OBTAINING
APPROVALS/CLEARANCES FROM ALL APPLICABLE CITY DEPARTMENTS, AGENCIES, AND
ASSOCIATIONS.
Plans checked by;
Y � 1
Peter Knowlton
VANDORPE CHOu ASSOCIATES:
295 N Rampart Street; .Suite A
Orange CA 92868
(714) 978-9780 VCA File No. LQ -13075.2.
1
PGA WEST
.RESIDENTIAL ASSOCIATION, INC.
May 01, 2001
Bruce and Helen Lindell
55-71.0 Cherry Hills
La Quinta, CA 92253
Dear Mr. and Mrs. Lindell:
Mr. Don Adolph, Architectural Committee Member, has reviewed your plans to construct a custom
home at 55-710 Cherry Hills. Approval has been granted for the construction of the residence,
however, ,please note the following:
Landscape plan approved; however per our discussion on or about May 23, please add small
planters on each popout between garage doors and planting vines or possible planters in driveway
perpendicular with garage.
We reserve the right to make a final inspection of this change to make sure that it matches the
original request. An approval is based only on the aesthetics of your proposed plan and should not
be taken as any certification as to the construction worthiness or' structural integrity of the proposed
change.
We appreciate your cooperation in submitting this request for approval. If I may be of further
assistance, please contact me at the HOA office, (760) 771-1234, Extension 15.
Sincere y,
K Galliard
Operations Manager
cc: Architectural Committee
PO.B0x 1060, La:Quinta, California 92253, Telephone 760-771-1234 FAX 760-771-5125
GO UVIS ENGINEERING
• C A L I F O R N I A •
E-MAIL TO • SUPPORT@GOUVISGROUP.COM • SALES@GOUVISGROUP.COM
CALIFORNIA
August 15, 2001
Utah Lindell Construction
54625 Tanglewood
La Quinta, CA 92253
Attn: Bruce C. Lindell
Re: Lot 23, 55710 Cherry Hills
Follow-up to Walk Through
GEC Job No.: 21305
Dear Mr. Lindell:
Pursuant to your request regarding the above captioned project, we submit the following:
On 8/15/01 a walk-through for the above project was conducted in accordance with the
universal building code (UBC) chapter 1702 and a list of corrections was presented to the
homeowner representative.
Our walk-through covered structural items visible at the time, excluding, the roof
sheathing and top plates nailing and all straps and clips above the top plates.
If you have any questions, please do not hesitate to contact this office.
Sincerely,
GOUVIS ENGII
Saeed J. Bekam
President
SJB : cb
21305
� Z �y4 No. C38276 m
"k'�, ' lExp. 3/31/05 Er
C1Vt���
OF CA0
Hanie Vinoya
Project Manager
GOUVIS ENGINEERING GROUP OF COMPANIES WITH OFFICES IN. WEB -SITE: WWW.GOUVISGROUP.COM
4400 CAMPUSDRIVE, SUITEA * NEWPORTBEACH, CALIFORNIA 92660 * (949) 752-1612 * FAX (949) 752-5321
2150 EAST TAHQUITZ CANYON, SUITE 9 * PALMSPRINGS, CALIFORNIA 92262 * (760) 323-5090 * FAX (760) 325-2863
FIELD OFFICES * SAN DIEGO * PLEASANTON * INTERNATIONAL OFFICE: VIETNAM
e Apr -,20-01 10:21
Andvzo j Wabov Arch i tact 760 340. 9502 ^ Av' * /'Refi
e004-aew
A ,N D R Z E J W WE R
♦. M .
7 4 1 3 3 E L P A S E O S U I T E A
PALM DESERT, CALIF0RN IA 92260
P H O N E 7 6 0. 3 4 0. 3 0 0 2 >
Fax Transmittal Memo 7672-
Caw"
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F�sI 3� O'C44 T060WISIF
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G O U VI S ENGINEERING
', • C A L I F O R N I A •
E-MAIL TO • SUPPORT@GOUVISGROUP.COM • SALES@GOUVISGROUP.COM
CALIFORNIA
August 23, 2001
Utah Lindell Construction
54625 Tanglewood
La Quinta, CA 92283
Attn: Bruce Lindell
Re: PGA West, Lot 23, 55710 Cherry Hills
Alternate Detail
G.E.C. Job No. 21305
Dear Mr. Lindell:
Pursuant to your request regarding the above captioned project, per our phone
conversation on 8/22/01, we submit the following:
Follow the attached detail "A" as an alternate for detail 6/S3 called -out on the framing
plan at rear of Casita/Bedroom #4.
Note: Please verify the above with the building department prior to construction.
If you have any
Saeed J. Bekam
President
Attachments (1)
SJB:RF;ig
21305
;ate to contact this office.
� — Ra no-7rangie
Proje • nager
GOUVIS ENGINEERING GROUP OF COMPANIES WITH OFFICES IN: WEB -SITE: WWW.GOUVISGROUP.COM
4400 CAMPUSDRIVE, SUITEA * NEWPORTBEACH, CALIFORNIA 92660 * (949) 752-1612 * FAX (949) 752-5321
2150 EAST TAHQUITZ CANYON, SUITE 9 * PALM SPRINGS, CALIFORNIA 92262 * (760) 323-5090 * FAX (760) 325-2863
FIELD OFFICES * SANDIEGO * PLEASANTON * INTERNATIONAL OFFICE: VIETNAM
p0.A�', --23, of
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STRAM
GOUVIS ENGINEER G CALIFORNIA
FLEX®L16 D HRAGM
IIS 97
Shat : L. -2.--)
Job No 21303-111
Plan No : LINDELL
Client SONNY
N LINDELL CO
Dm : 03/19/2001(Ved3 00)
364 144 13
A B C
10.0
12 12 12
6.0 2R0 53 9.0 5.3
• S[RAM ■ mAC pow
B A
9:0
6.0
B
293
34.0
Drag Force Analysis
A: SIMPSON ST22 (1150 LB) ALT (12.) f 16d
B: SIMPSON ST6224(21161B) ALT (18) 1E 16d
A 8
46.4
39:3 4><.3 33.8
V5" 6 l6
/� 3sc?33 1
sinker peg op late;; - ice
sinker per top plata ice
ZONE 4 REAR OF GREAT RM MIXED WALL
1ST FLOOR TWO POUR FOUNDATION BASS AREA= 6550(SFT) SOIL BEARING -1000(
TOTAL WALL LENGTH =
53.75(FT) 'TOTAL PANEL LENGTH = 16.75(FT)
= 112 (PrWUNDANCY FACTOR: pM=LOO
SHEAR DIAPHRAGM =
6005/ 53.75
SHEAR = 6005/16.75=
35.9(PLF)(FLHaIBLE) MAXIMUM DRAG - 1647(LB)
USE TYPE * w/ S/8" DIA. x12" LONG AJL @4" a/c MAX. w/PL. WASEUR(3x SEEX PLATE)
DEAD LOADS:
wall 100.0= 10 * 10.0'
9A0
DVER ANALYSIS
UPLIFT(T) DOWN(C)
C= 3882(LB)
?ANEL A LEFT SIDE :
T= 3477(LB)
RIGHT SIDE:
T= 3477('LB) C- 3882(LB.) 22/4x4
PANEL@ LEFT SIDE c
T- 3442(LB) C= -3796{LB)
RIGHT SIDE:
T- 3442(LB) C- 3796.(LB) SPAHD22/4x4
C LEFT SIDE :
_ ANELO
T- 3664(LB) C= 3911(LB) HPA35/4x4 Og�
RIGHT SIDE:
T- 3664(LB) C- 3911(LB) Z
Use HPA35J4z4 t�& L. A (2)SPAB=-2P/4=S R
GOUVIS ENGINEERING CALIFORNIA
FLZ=LZ DIAPHRAGM
UBC 97
• Wmd 4289
Monk 4168 3959+ 210
1 •
STRAP(E) ® DRAG POW
r
A:
B.
C:
T
10:0
S
ShM : L -I
Job No :2130? -11i
Plan No : LINDELL
Client : UTAH LINDELL CO
Engineer: SONNY
Date :03/19/2001(Wr5.00)
0.0 6.4 .11.8
16.0 24.0
Drag Force Analysis
SIMPSON ST22 (1.150 LB)
SIMPSON ST6224(2116 LB)
SIMPSON ST6236(28.80 LB)
UA?r> �d fl�5
ALT (12)
#
16d
sinker
per
top
plate
splice
ALT (18)
#
16d
sinker
per
top
plate
splice
ALT (24)
#
16d
sinker
per
top
plate
splice
X16 ZONE 4 FRONT OF EXERCISE RM FJ=RIOR WALL
11ST FLOOR TWO POUR FOUNDATION BASE AREA-- 6550(SFT) SOIL BEARING --1000(
TOTAL WALL LENGTH = 24.00(FT) TOTAL PANEL LENGTH = 8.00(FT) `
SHEAR DIAPHRAGM = 4289/ 24.00 = 179 (PIWUNDANCY FACTOR p('I')=L00
SHEAR =4289/ 8.00= 536(PLF)(FLEXIBLE) MAXIMUM DRAG= 2859(LB)
r USE TYPE 13 / 5/8" DIA. x1211 LONG A.B..0" o% MAX. w/PL. WASHER(3x SILL PLATE)
DEAD LOADS:
i
Wall 150.0= 15 * 10.0'
OVERTANALYSIS UPL (T) DOWN(C)
PANEL A LEFT SIDS T= 5 (LB) C= 5815(LB) (2)HP —2P/4s
W��
RIGHT—SIDE: T= 5 LB) C= 5815(LB) (2)HP 22-2P/4x
ends
7
COUNTS ENGINEERING��B�G'GM1hU1tN1A
UBC 97
Wind, 3729
Sammie 3707 3273+ 432
• STRAP(E) ® DRAGPOQrr
15:0 1 8.0
Drag Force Analysis
Job No : 21305-111
plan No: LINDELL
Client :,UTAH LINDELL CO
Engineer: SONNY
Date :03/19/2001(VerS.00)
TkYe.ca
W
(A)
23.0 LJ
S, uJ"A1 f;
A: STMPSON ST2.2 (1150 LB) ALT (12) # 16d sinker per top plate splice
B: SIMPSON ST6224(2116 LB) ALT (18) # 16d sinker per top plate splice
17 ZONE 4 REAR OF CASITA EXTERIOR WALL
1ST FLOOR TWO ,POUR FOUNDATION BASE AREA= 6550(SFT) SOIL BEARING=1000(
TOTAL WALL LENGTH = 23.00(FT) TOTAL PANEL LENGTH 1.5.00(FT)
SHEAR DIAPHRAGM = 3729/ 23.00 = 16'2 (PiWDUNDANCY FACTOR Pm- =Loo
SHEAR = 3729/15.00= 249('.PLF)(FLEXIBLE) MAXIMUM DRAG = 1297(LH)
USE TYPE15M/ 5/3" DIA. ie' LONG A.B. (9 fft" O/c MAX. W/PL. WASHER.
DEAD LOADS:
Wall 165.0= 1* * 11.0' 0.0=24.0* 0.0/2 @ 23.0'
Roof P 192.0= 24 16.0./2 @ 0.0' TO
OVERTU ANALYSIS UPLIFT4T) DOWN(C)
PANEL LEFT SIDET= 1 � ) C= 2917(LB)
RIGHT 3IDE: „
_ i _ ai —
� PA
a
STEEL COLUMN AT'GATE STRUCTURE
OVER—ALL LENGTH: 13..00 RCTS AT: .00 1.00
APPLIED LOADS (DOWN +)
0.5 AT 13 CONC LOAD R I P
CC 6 AT 1 MOMENT FT.KIP
2C AXIAL FORCE RIP
REACTIONS (UP +):
LEFT: .00'0 RIGHT: .500
BRACED AT RCTN PTS + :
****** USE: PSW 6 FY- .36,
A= 5.580 S= 8.500 I= 28.100 RG --2.250
R=2.00 CRIT. KL/R=128.0 FA= 9.11
CRIT SECT MOM AT 1.00 = —6.00 MOM AT 13.00 = .00
MOM AT 1.00 = —6.00 LB= 12.00
FB=24.00
P/(A*FA) + M/(S*FB) _ .39 <= 1.00
MAX SHEAR = .50 AT 1.00 V/(AV*FV)= .01
DEFL .00 AT .00 L/240.= .05
DEFL= —.61 AT 13.00 L/180.= .80 `
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Data: 04=1 Peggy
DESIGN OF EMBEDDED POLE FOOTINGS
FLAG POLE FOOTING AT GATE STRUCTURE
OWN DATA
VAddMameter 24.0 in
Surface Restraint ? Free
5111111ARY
Mww is @ swfaoa...
—I—
Allow Paaave
300.0 Pal,
Max Pood"
0.0 pd
Load Duration Factor
1.330
Pant Load
500.0. #
Load Height
1200 ft
Dist. load
0.0 plf
Start Height
0.00 ft
End Height
0.00 ft
Pole Type
: Rectw*dar
VAddMameter 24.0 in
Surface Restraint ? Free
5111111ARY
Mww is @ swfaoa...
1
Point Load
60M ft4
Uniform Load
OA ft4
... Total Moment
6000A ft4
Total Lateral Load
500.0,4
- NONAESTIW® RESULTS -
Min. Refit 6nbednlait
A(1 +0 +4:36h /Ar5)2
A-2:34PAS 1 b)
3.75 ft
Prw @ 1/3Embed
Actual
497.3 pd
All w*e
498.3 pd
— 613T� IiIMTS —
Min. R4Wd Em. 1 ' t
(4.250POWWbr.5
Rama e @ Battom
Actual
Allowable
Surface Restnint
Farce
V4.40 (c)198M 1348WALC MMS.13=40M CAUFORNIX KIMO1IM16
Ap
-30-01 09:51 Andrzej Weber Architect 760 340 9502
MAXIMUM SPAN TABLE. FOR DFL No. 2 FLOOR
sl JOISTS, OEC Job N:
Client:
Date:
�kiE FOLLOWING TABLE HAS BEEN CREATED AS A GUIDE TO ASSIST IN THE CONTROL OF TME "80UNCE" OR
TRAMPOUNE EFFECT OF RESIDENTIAL FLOOR JOISTS OF VARIOUS SIZES. AND RELATING TO THEIR MAXIMUM
SPANS TO MINIMIZE THE<SAID EFFECT.
6 r f -r.f 1
P.03
7
At 12" o.c.
At 16" o.c.
At 24' o.c.
2 X 4
5..a
5' -1"
._._.
2X6
6'-11"
8'-2"
6'-11"
2X8
11'-11'
10'-6'
e'-10'
2X10
14'-11"
13'-10"
11'-4"
2X12
18'-3"
18'-7"
13'-9"
2X 14
21'-6'
19'-4"
16'-3'
6 r f -r.f 1
P.03
7
Apr -30-01 09252 Andrzej Weber Architect 760 340 9502 P.04
G01NI8 EAGIMMING CA iroiwlA
' (YsC 97)
SHEET rj 3
JOB NO. : 21305-111
CLIENT : UTAH LINDELL CONSTRU
PLAN NO.: LINDELL
DATE : 03/19/2001
ENGINEER: SONNY(VER5.60)
1UN2SR : 3 HDR AT FRONT OF' GARAGE
YER-ALL LENGTH (FT): 9.50 REACTION AT: 0.00 9.50
OARS (DOWNWARD +)
UN WEIGHT : 20.0 PLF FROM 0.0' TO 9.5'
OINT LOAD : 8 3.0(G- 4938 )
OINT LOAD : @ 4.6(G- 1889 )
RINAR'Y ROOF. : 220 PLF-11.0*(24+16)/2 FROM 0.00' TO 3.00'
RIMARY ROOF : 500 PLF=25.0*(24+16)/2 FROM 3.00' TO 4.75'
R114AARY ROOF : 220 PLFvl l . 0* (24+16) /2 @ 4,.75' TO
120 PLF-6.0 *(24+1.6)/2 ! 9.50'
XTERIOR WALL 30 PLF = 2.0' * 15.0 FROM 0.00' To 9.50'
EACT.I.ONS (LBS)
OWNWARD(DL+LL/MAX.) 15749::749 372.1/3721
PLIFT (DL+LL/MAX.) 0/0 C
��f
AwA USX PARALLM 5 114 x 9 1/2 DROP ON/NOR
•• W/ LEFT: 2-256 TRIMMER/STUD
RIT MOMENT - 15062 LB*FT @ 3.17' RATIO=0.680(Fb- 3592 S= 78.97)
RIT DEFLTN - -0..320 INCH @ 4.50' BASEDON (L/ 240)- 0.475 `
RIT SHEAR = 550.6 LB 0 0.92' I.5*SHEAR/FV*A-0.465(Fv=356 A= 49.88.)
mit: 4 MDR AT RIGHT OF GARAOU
ALL LENGTH
(FT):
16.50 REACTION AT:
0.00 16.50
(DOWNWARD
+)
WEIGHT
: 30.0
PLY FROM 0.0' TO
16.5'
RY ROOF
: 120
PLF- .6..0*(24+16)/2
@ 0.00'
TO
220
PLY=11.0*(24+16)/2
@ 5.00'
RY ROOF
220
PLY-11.0*(24+16)/2
FROM
5.00' TO 11.50'
RY ROOF
220
PLFs11.0*(24+16)/2
@ 11.50'
TO
140
PLF-7.0 *(24+16)./2
! 16.50'
IOR WALL
30
PLF - 2.0' * 15.0
FROM
0.00' TO 16.50'
ACTIONS (LBS) LEFT. RIGHT
W1i'tiTARD(DL+LL/MA%. ) 2065/2065 2105/2105
LIFT (DL+ZL/MAX.) 0/0 0/0
1v
* *' USE DFL vol 6 x .2STDROP Bit/NOR w a w
IT MOMENT - 9.154 LB*FT @ 8.25' RATIO=0.787(Fbm 1688 S= 82.73)
IT DEFLTN 0.709 INCH @ 8.25' BASED ON (L/ 240)'- 0.825
IT SKX R - 1915 LB a 15.58' 1.5*SHE.1R/FV*.A-0.517(Fs=-1.06 A= 52.25)
Apr -.30-01 09:SZ Andrzej'W4bor ArchitQct 760 340 9502 P.05
cow=s su(;X=ZRYNG CALIFORNIA
(93C 97)
SHEET
JOB NO. : 21305-111
CLIENT : UTAH LINDELL CONSTRU
PLAN NO. LINDELL
DATE 03/19/2001
ENGINEER: SONNY(VER5.60)
SSW ■UMMM: 7 DRP IN AT OMST 5ZD 3 PA210
0799 -ALL LENGTH (rT) 1,8.00 REACTION AT: 0.0.0 18.0.0
LOADS (DOWNWARD +)
SLAM WEIGHT : 30.0 PLF FROM 0.0' TO 18.0'
.PRIMARY ROOF : 200 PLY-10.0*(24+16)/2 FROM 0.00' TO 12.50 —
pRIIKARY ROOF : 620 PLF=31.0*(24+16)./2 FROM 12.50' TO 19.001 4
IN'T'ERIOR WALL : 20 PLY = 2.0' * 10.0 FROM 0.00' TO 18.00'
txTERIOR WALL : 30 PLY = 2.0' * 1.5.0 FROM 0.00' TO 18.00'
REACTIONS LDS LENT --RIGHT �� ��
DOWNWARD(DL+LL/MAR.} 2873/28713 4477/477 r
UPLIFT (DL+LL/MAX.)%'"°�0/0
962 GLB tar v4 3 1/8 x 12 DROP BK/,HDR
***IN, CAMBER UP @ SPAN( :9.2')
CRIT XONM = 14739 L8*FT a 10.25' RATIO=0.492(Fb- 2925 S- 123.00) ®G
CRIT.DSFLTN - -0..655 INCH @ 9.25' SUED ON (L/ 240)= 0.900
CRIT SHEAR s 3690 L8 1 16.88' 1.5,*SH3AR/Fv*A-0.300'(F V -300 A= 61.50 )
RLAOER: S HDR AT LB" OF TAMSL,
ALL LZNGTH (FT): 8.25 REACTION AT: 0.00 , 8.25
( DOWNWARD +)
WEIGHT 20.0 PLF FROM 0.0' TO 8.2'
,RY ROOF : 460 PLF•23.0*(24+1.6)/2 FROM 0.00' TO 8.25'
IOR WALL : 30 PLF,a 2.0' * 15.0 FROM 0.0'01 'TO 8.25'
CTIONS (LHS) LEFT RIGHT
KWARD(DL+LL/MAX.) 2104/2104 2104/2104
IFT ('DL+LL/MAR.) 0/0 0/0
* * * 082 DVL 101 6 s S 01t0P ZM/AIDR * * *
MOMENT'- 4339 LB*hT 4.17' RATIO-01673(Fbi- 1500 3- 51.56)
DEFLTN - -0.172 INCH 4.08' BASED ON (L/ 2401)- 0.412
SHEAR - 1721 LB 1 7.5'0' 1.5*SKEAR/4v*A=0.S89(Fv-106 A= 41.25)
Apr. -30-01 09:52 Andrzej Weber Archltmct 760 340 9502 P.07
cowlS ENGIVERRZKO CALIFORNIA
(UNC 97) 3
SHEET
JOB NO. : 21305::-11
CLIENT : UTAH LINDELL CONSTRU
PLAN NO.: LTNDEIJI
DATE 03/19/;001
Nr ` a A , �, ENGINEER: SONNY (VER5 60 ) 24
W MBER 23;lDR AT FRONT OF May (um)
R�ALL LENGTH (FT): .10.7 5 REACTION AT :0 10.75 fS (,DOWNWARD +)
Am WEIGHT : 20.0-PLF FROM 0.0' I 'TO 10.8' ,��y'INTFROM . DOWN 6975 09.00 (R. OF BN IMlARY ROOF : 180 PLF- 9.0*(24+16)/2 FROM.00' TO 10.75' `
LRIOR WALL : 25 PLF = 2.3' * 10.0 FROM 0.00' TO 10.751'
RIOR WALL i 30 PLF - 2.0' * 15.0 FROM 0.00' TO 10.75'
CTIONS (LBS) LEFT RIGHT
NWARD(DL+LL/MAX.) .2522/2522 7359/7359 •
IFT (DL+LL/MAX.) 0/0 0/0
*** USE GLO 24F V4 5 1/8 s 10 1/2 DROP BM/IDR •+�*
* w/ RIGHT: 2-2x6 TRIMMER/STUD
*0.125" CAMBER UP 5 SPAN( 5.81)
IT MOMENT - 12491 LH*FT 0 9.00' RATIO=0.531(Fb= 3000 S- 94.1.7)
IT DEFLTN - -0.257 INCH I 5.83' BASED ON (L/ 240)- 0.537
IT SHEAR = 7106 LB 9 9.75' 1.5*SHEAR/Fv*A=0.660(Fv-300 A- 53.@1)
EimR: 24 RDA AT FROMT OF 8 (L010) Pa ESN 6
ER -ALL LENGTH (FT): 6. REACTION AT: 0.00 6.00
ADS (DOWNWARD +)
A1S WEIGHT .0 PLF FAOM 0.0' TO 6.0'
INTFROM DOWN -3887 03.00'(R. OF BM 21)
TERIOR W 60 PLF = 4.0' * 15.0 FROM 0.00' TO 6.00'
A NS (LBS) LEFT RIGHT
ARD(DL+LL/MAX.) 2191/2191 2191/2191
LIFT (DL+LL/MAX.) 0/0 0/0
*** USE DFL N01 6 Y 8. DROP BM[/UDR ***
-''T !MOMENT - 6214 LB*FT 0 3.00' RATIO-0.964(.Fb- 1500 S- 51.56)
=T DEFLTN = -0.106 INCH @ 3.00'
IT SHEAR - 213.1 L9 9 0.75' 1.5*SHEAR/Fv*A•0.729(Fvs106 A-.41.25)
GOUVIS ENGINEERING CALIFORNIA
(UHC 97)
SHEET
JOB NO. :
CLIENT :
PLAN NO..:
DATE
ENGINEER:
BEAM NUMBER: 23 HDR AT FRONT OF ENTRY (LOW)
21305-1.11
UTAH LINDELL CONSTRU
LINDELL
03/19/2001
SONNY(VER5.60)
OVER-ALL LENGTH (FT): 10.75 REACTION AT: 0.00 , 10.75
LOADS ( DOWNWARD +)
BEAM WEIGHT : 20.0 PLF FROM '0.0' TO 10.8'
POINTFROM :DOWN=3887 @3.50'(L. OF BM 21)
PRIMARY ROOF : 180 PLF= 9.0*(24+16)/2 FROM 0.00' TO 10.75'
.INTERIOR WALL : 25 PLF = 2.5' * 10.0 FROM 0.0.0' TO 10.75'
EXTERIOR WALL' : 30 PLF = 2.0' * 15.0 FROM 0.00' TO 10.75'
REACTIONS (LBS) LEFT RIGHT
DOWNWARD(DL+LL/MAX.) .4003/4003' 2641/2641
UPLIFT (DL+LL/MAX.) 0/0 0/0
*** USE GLB 24F V4 5 1/8 x 10 1/2 DROP BK/HDR ***
***0.125•" CAMBER UP @ SPAN( 5.11)
CRIT MOMENT = 12447 LB*FT @ 3.50' RATIO=0.529(-Fb= 3000 S= 94.17)
CRIT.DEFLTN = -0.252 INCH @ 5.08' BASED ON ('L/ 240)= 0.538
CRIT SHEAR = 3748 LB @ 1.00' 1.5*SHEAR/Fv*A=0.348(Fv=300 A= 53.81)
Apr, -30-01 09:52 Andrzej Weber Architact 760 340 9502
Itlo290WIS SNOINBERIm9�=lFOW1IA
P.06
SHEET :
JOB N0. 21305-111
CLIENT UTAH LINDELL CONSTRU
LAN NO.: LINDELL
DATE : 03/19/2001
E GI : SONNY(V$R5.60)
AM W BER IDR AT RBAR/ OF GR871 ( I 1
LR -ALL LENGTH (FT): 30.50 REACTION AT: 0.00 , 10.50
ADS (DOWNWARD +)
AM WEIGHT : 20.0 P1�,!FROM 0.0' TO 10.5'
INTFROM DO $97 @5.25'(L. OF BM 201
TERIOR WALL : 30 PU 2.0' * I .0 FROM 0.00' TO 10..50'
ACTIONS (LBS) LEFT RIGHT ,
WNWARD(DL+LL/MAX.) 3887/3887 3887/3887:
LIFT ('DL+LL/MAX.) 0./0 0/0
46
*** OSB WA 24F V4 S 1/8 s 10 1/2 DROP BM/HDR ***
**0.250" CAMBER VP I SPAN( 5.21)
KIT MOMENT - 19719 LB*FT ! 5.25' RATIO-0.838(Fb- 3000 So 94.17)
KIT DEFLTN - -0.358 INCH $ 5.25' BASED ON (L/ 240)- 0.525
KIT SHEAR - 3837 L8 @ 1.00' 1.5*SHEAR/FV*A=0.357(FV=300 A= 53.81)
AM NUMBER 22 R AT REAR OF ift7(Lfow)
ER -ALL LENGTH (FT'): 18.50 REACTION AT: 0.00 , 18.50
ADS (DOWNWARD +)
AM WEIGHT : 30.0 PLP FROM 0.0' TO 18.5' ,,SMO* sbel 7��I
INTFROM : DOWN -3887 04.00'(L. OF SM 21) ,.Cdr1•.� ?
INTFROM : DOWN -3687 614.50'(R.' QF BH }
IMARY ROOF : 80 PLF- 4.'0k?T4+16)/2 FROM 0.00' 18.50'
TERIOR WALL : 60 PLY 4.0' * 15.0 FROM 0.00' TO 18.50'
BACTIONS (LBS) LEFT RIGHT
OWNWARD(DL+LL/MAX.) 5420/5420 5420/S420
PLIFT (DL+LL/MAX.) 0/0 0/0
24F V4 5 1L8�x 13
'' W/ LEFT: 2-2x6 TRII�QIER/ i � - z TRIMMER/STUD �
**3.375* CAMBER UP 0 SPAW"f.2') ;
K:T MOMENT a 22556 L&Vf I'@ 9.25' RATIO-0.495(Fb= 2855 Sit x92.19)
K:T DEFLTN —0.584. -~INCH ! 9.25' BASED ON ('L/ 2401= _�75
K:T SHEAR LB @ 17.12' 1.5 *$HEAR/FV*A=0.3.3.7-t v-300 A= 76.88
c
i
AE
ire -30-01 09:53 Andrzaj WebQ.r Architect 760 340 9502 P.09
GOUVIS ENGINEERING CALIFORNIA SHEET :
L 3
LATERAL ANALYSIS JOB NO. :
21305
CLIENT :
UTAH LINDELL CONS
POURING NON MONO PLAN NO.:
LINDELL
-- -- DATE
3-23.-2001
SECTION 1 LONGITUDINAL
dvd'f
TovII
IST ?LR RT:15.00 BLDG
HT:17.00 FT��,,
WIND HEIGHT ( FT) : 15 20 ��;- �„/
WIND FORCE (PSI) : 17.36 1:8.51
WIND LD ROOF = 167.24 PLY
TOTAL LOAD = 167.24. PLY
gy = 4.5 SOIL: Sd Na - 1.00 Ca: =.44(1.00)
1 = 2.5(.44)(1.00)(1.00)W/(1.4X4.5) _ .175W
SEISMIC ROOF :
R'
DL ROOF -24..00X 34.00 a 816.00
DL EXT WALL =15.00X 2X(15.00- 7.50) a 225.00
DL INT WALL=10.00X 1X(15.00- 7.5.0) 75.00
SHEAR m .175X( 816.00 + 225.00 + 75.00)- 194.86 PLF
TOTAL LOAD = 1.94.86 PLY
SEISMIC GOVERNS ••> ROOF: 294.86 PLF
ROOF DIAPSRAGM : V-1.94.86 PLF
MAX SHEAR -194..86X 39.00/(2 X 34.00)=111.76 PLY
USE: 1./2" CDX STR II ONBLKD 24/0 W/8D COMMON NAILS AT 611,12"
OC
CHORD FORCE --194.86X 39.00X 39.00/(8 X 34.00)- 1089.62
USE 12-16D CO NON NAILS MINIMUM STM SPLICE PMTS
ALT 12-16D SINKER NAILS MINIMUM BTWN SPLICE PHT
SECTION 2 LONGITUDINAL
IST FLR HT:10.00 BLDG HT:14..00 FT
WIND HEIGHT (FT) : 15
WIND FORCE (PSF) : 17.36
MIND LD ROOF 156.27 .PLF ®'
TOTAL LOAD a 156.27 PLF
Ry • 4.3 SOIL: Sd Na - 1.90 Ca =.44:(1.00)
V • 2.5(.44)(1.00)(1.00)W/(1.4X4,.5) _ .175W
SEISMIC ROOF : '^
DL ROOF -24.00X 89.50 214.8.0.0
OL EXT WALL -15.00X 2X(10.00- 5.00) 150.00
X INT WALL =10.00X 3X(10.00- 5.00) Q 150.00
SHEAR = .175X(2148.00 + 150.00 + 150.00),- 427.43 PLF
TOTAL LOAD - 427.43 PLF
SEISMIC GOVERNS 's> ROOF: 427.43 PLP
ROOF 01APHRAGM : V-427.43 PLF
MAX SHEAR=427.43X 21.00/(2 X 89.50)= 50-.15 PLF
SE: ./2" Cox m II uwBLKD 24/0 W,/80 COMMON NAILS AT 6",12" OC
CHORD FORCE•427.43X.21.00X 1:.00/(8 X 89-90)- 263.26
SPLICE WITH 16D COMMON BAILS S 16" O.C. (STANDARD CONSTRucTI08)
Apr -30-O'1 09:64 Andrzej Weber Architect
0
FOUNDATION ANALYSIS
a,
760 340 9502 P.10
Sheet: 1-1
CIE Job M: •Z 1 3 o ,S
CHWt uTa 0 L.tia9CLI,
PIa4 No. L. t *Jo E 1. L
Date: 3 ( %� io 1
(SB) SOIL BEARING s 1 o d o PSF
TO BE CONFIRMEDPRIOR TO
CONSTRUCTION
CONFIRMS) BY SOILS REPORT
pNTINUOUS FOOTING ® T• .
PADS TO FOOTING:
QOF ( 14,o• ted)
(ALL ( Is ) X (I ) i s o
1T. OF Fro. • (1 Ste) )L (�z.x � • l S s
14
4yTOTAL ( YIco
IT
4 WIDTH REQUIRED • 10. t,
IE 1 -13' " WIDE X 1 z " DEEP CONTINUOUS FOOTING I -STORY PORTIONS
IE " WIDER DEEP CONTINUOUS FOOTING @.2 -STORY PORTIONS
LOWABLE POW LOAD ON CONTINUOUS FOOTING
4AX•SB�XSX�W
N4 y
we ®(i -STORY) 3 33
WC ®(2•STORY) -
ILLOW • P w►x - TOTAL• (S/12))
• 1 1E—Posr
6
)O-r-v-
��J