9908-118 (SFD)54395 Avenida Madero
9908-118
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.
-'@iccnse # Lic. Class Exp. Date
Signature of Contraco "*t 4""-
OWNER -BUILDER' DECLARATION i`'
I hereby affirm under penalty of perjury that I am exempt from the Contractor's
License Law for the following reason: I .
(K) I, as owner of the property, or my employees with wages -as thei sole
compensation, will do the work, and the structure is not intended or, off' . ed for
sale (Sec. 7044, Business & Professionals Code). • . - s
( ) I, as owner of the property, am exclusively contracting with censed `1
contractors to construct the project (Sec. 7044, Business & Professionals !
Code).
O Il,arn exempt tinder Section B&P.1S+. f9r this'reason ✓
,,.,Date -/,7 ' 79 Signature of. Owner / .t{ r! v3 ;+ !%' ✓ di
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:
Carierr,7. n; q y Policy No.
(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•4mploy any person in any manner so as to become subject to the
workers`lcompensation laws of California, and agree that if I should become
subjolct to the workers' compensatfori provisions of Section 3700 of the Labor
de, I shall forthwith comply with those provisions'
ate:!/- / 1-114 Applicant';:"fry
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 be 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 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. .1 -agree to comply with all City, and State laws relating to the building
construction, and hereby authorize representatives of this City to enter upon
tthhe'above-mentioned prope y,,foor inspectionpp"urp ses.
Signature (Owner/Agent!'f>' - . j J 1 Date L/
fs p
BUILDING PERMIT PERMITf T1
DATE j VALUATION LOT LOT ) TRACT .f1t>t, U24
f1,/,I G
JOB SITE' 54-395 AVENIDA MtADBRO APN tl74-,i31-06
ADDRESS ,
OWNER COI`
PALM DESERT CA 92211..
RACTOR / DESIGNER / ENGINEER ;
t
USE OF PERMIT
&S Nc:y1X FlIVI ULY DW.t l.i1Fi;G
, l . iLI! ,!ON S'fI UC T.1,0N 1.7611.00 31r'
C;Attll ;iF:di,;Ai(1 +;3lt'I' • e]'+'.'t+tt { 5 Fr. WCX7XVr,-WH 20,00 LIF
r
.rD .l LXTED WST Or Ct?N9i,''.; UC` O mr
1.19,448,7$0.
YUAN Fi+:,'I P1.1--1
1-00(11-439-* 19
NICAL ;
ivlM-111th
tDi-(3iNi-+}2a f)f
,$53,50
t C C"f7tlt'A , C
3Cii vini-+szfl-U SG
SAL58
,SMRC>f34?YancWMN- JT-, REvtl7
101 140)1-241-006
G;E, +u9rv6; 3 fiTs
# -•>v( 1•+ . :$UO+Q
$2+.?.t;0
PRECISE PLAN
01-1000-441-345
$1 fi+D:i3(i
AR, Tf14 01JTbLIC RL AMS- aa,41 03-2`;i40
j%Sa1s ► '1'U5.1`t'
Y. .(.-i r Pi- : 9•-. i;~: ' ;
-$ StT. 10
CON9f'RUC;
' ONi AND F'11AN CHECK
LESS PRE i . ' 5
2411) i;
TOM PERNUT YCEIS DUO; NOW 1 $3,45910
RECEIPT I DATE I BY I DATE FINALED I INSPECTOR
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
�(�O 5 7
Exhaust Fans
O.K. to Wrap
/
F.A.U.
Framing
_
5'[
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
-Ot>
2 -
Final
Final
_
-
POOLS - SPAS
BLOCKWALL.APPROVALS
steel
Set Hacks
Electric Bond
Footings
Main Drain
Bond Beam
Approval to Cover
Equipment Location
Underground Electric
Underground Pibg. Test
Final
Gas Piping
PLUMBING APPROVALS
Gas Test
Electric Final
Waste Lines
Water Piping
/
J,/ �C' %
��-(((
Heater Final
Plumbing Final
Plumbing Top Out
Equipment Enclosure
Shower Pans
OX for Finish Plaster
Sewer Lateral
Pool Cover
Sewer Connection
/ �7� cam
Encapsulation
Gas Piping
Gas Test
Appliances
Final
COMMENTS:
Final
Utility Notice (Gas)
ELECTRICAL 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)
' *{' '' •'""rrS "'*'-+ r.+e. '+ 'q;' A*' 'i .fir*+ -Ta ' ' _; i- ,ra. .+ w...- .--,.- .w-Y-•.,
. qo ua► crcv .
P.O. BOX 1504 APPLIC LY
Building78-495 CALLE TAMPICO
Address M,4 r) QUINTA, CALIFORNIA 92253
Mailing
Address
City Zip Tel.
Contractor
Address
Zip
State Lic.I City
& Classif. Lic. #
Arch., Engr.,r" _) `
Designer f +✓y'
Address Tel.
City Zip/' State
* ',: ,(c 7, 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•13UILDER 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 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 Law, Chapter 9 (commencing with Section 7000) of
Division 3 of (he 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)•
I.: 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, 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 or 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.)
i 7 I am exempt under Sec. B. & P.C. 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
n Copy is filed with the city. ❑ 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, I shall not
employ any person in any manner so as to become subject to the Workers' Compensation
Laws of California.
Date Owner
NOTICE TO APPLICANT: If, after making this Certificate of Exemptionyou 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
I hereby 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 slate 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 -of this city to enter the above-
mentioned property for inspection purposes.
Signature of ailplicanl Date
Mailing Address
City, State, Zip
LDING: TYPE'CONST. OCC. GRP.
, Number
Legal Description
Project Description .,! G r 1'i► 1# f '1'f r r.- i +JT
ZONE: BY:
Minimum Setback Distances:
Front Setback from Center Line
Rear Setback from Rear Prop. Line
Side Street Setback from Center Line
Side Setbfrom Property Line
FINAL DATE 46M. TOR
Issued by: A balp-Permit
N
Validated by: vx I r A 999
r
Validation:
WHITE = FINANCE YELLOW = APPLICANT PINK = BUILDING DIVISION
Sq. Ft. t _ ,
Size r. 1
No. No. Dw.
Stories Units
New ❑ Add ❑
Alter ❑ Repair ❑ Demolition ❑
719'19 -/-'.-' 7
Estimated Valuation
PERMIT
AMOUNT
Plan Chk. Dep.
Plan Chk. Bal.
Const.
Mech.
Electrical
Plumbing
S.M.I.
Grading
Driveway Enc.
I
Infrastructure
1
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 Setbfrom Property Line
FINAL DATE 46M. TOR
Issued by: A balp-Permit
N
Validated by: vx I r A 999
r
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
n
CERTIFICATE OF COMPLIANCE
Date 11/17/99
No. 19617 Jurisdiction
Owner NameKelly & Nancy Edwards
No. 54-395 Street Avenida Madero
City La Quinta zip 92253
APN # 774-231-006
La Quinta
Permit # 9908-118
Log #
Study Area
Tract # B260,U24 Lot # 6 Square Footage 1764
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 1,764 or $ 3,404.52 the property listed above and that building
permits and/or Certificates of Occupancy for this square footage in this proposed project may new be issued '*
Fees Paid By cc/1st Bank/Kelly D. Edwards Telephone,568=5388
y
Name on the check
By Dr. Doris Wilson
Superintendent
Fee collected /exempted by Juanita Green Payment Received $3,405.00
,--I J Check No. 52210
Signature
NOTICE: Pursuant of Assenjoy Bill 3081 (CHAP 549, STATS. 1996) this will serve to notify you that the 90 -day approval period in which you may protest the fees or other payment identified
above will begin to run from JAe date on which the building or installation permit for this project is sssued or on which they are paid to the District(s) or to another public entity authorized to
collect them on the District('s)(s') behalf, whichever is earlier.
Collector: Attach a copy of county or city plan check application form to district copy for all waivers.
Embossed Original- Building Dept./Applicant Copy - Applicant/Receipt Copy - Accounting
RC District - Planning Review Form
This form is to be used by CDD staff for review of single family dwellings in the RC (Cove
Residential) District, in order to determine the applicabitity of compatibility issues -6r need
to require the filing of Master Design Guidelines by the applicant. It shall be transmitted to
Building & Safety as your correction list. Please attach additional explanations as necessary.
APPLICANT: Kelly & Nancy Edwards
PROJECT
ADDRESS: 54-395 Avenida Madera t" G
APN:
LEGAL:
CK'D BY:
LOT ; BLOCK . , UNIT , S.C. @ V.L.Q.
Fred Baker
BIN NO:. CASE NO. 99-98 ...CHECK DATE:
Inform the assigned Building plan checker upon. your assignment to this case. The CDD
Executive Secretary maintains a log book to track applications and assign case numbers.
REQUIRED ITEM
Y N I COMMENT/CORRECTION
'\��"�'{+:.+�
::'•ki•J •"{h\,+'?i�\'}?2\ : .:.'i::;{' ��,. \\ti:; J}:}{j{�i• �::rid'i4\:�$:�\�vi;•'n``•\?�N'�4����t^{\ "\Oi In
•`v,:^$.?yv:::;•i.`•}`�:iw>}w{i.�:4.\� •4 �3$;50i�¢;k�,,��,,..��;:;\ti.„\ti}}ki¢•,F:;%,:,b i}•\+`A . '�z;±. �• �,4,? �'
`.}\,,W.;•:v:{;$:`4'„%:\:{,:•",\ti.,y�'�. \ y v; "•�{:41.�,: x:5}4 r�. ,+M1•A+v.
}?�\\:..•...Y•h?•i\:J�.'�}�}<:•.$?.:.:..:.. •�•\...:.. \i..v.•\4�� .
:C3.iYF.?,1381l.`1 ".:.. v:k,{::d\{.}}.\.:R:.,::
Case logged and number assigned
Verify legal and APN information
Consistent with MDG on file las applicable)
.
7TD BY COMMUNITY MOMENT DEFTURIL
MDG filing required (5+ filings since 9/3/98)
„• xlil
Consistency -with-street/surrounding area:. I CASE NO.
Colors
Materials
Architecture
o+
OTHER REQUIREMENTS:
The Toning 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.
A
P.O. Box 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
August 18, 1998
Dear Mr. Anderholt,
(760) 777-7000
(TDD) (760) 777-1227
A partial plan check has been performed and suspended for the single family dwelling at
54-395 Avenida Madero. The structure requires a three car garage for single family dwellings'
that have four bedrooms on lots that exceed 6000sgft: The single family dwelling submitted
shows the lot size @ 157.46' by 50.00'. Total 7873sgft. Per the Municipal Code observed by this
municipality the den is considered a bedroom and requires your structure to include a third car
garage. I have confirmed the third car garage requirement with the Planning Department
Manager Christine Di Lorio.
The plans are being returned to you to address this issue. If you have any questions, or if I can
be of any assistance, please contact me at 777-7027. Thank you.
Sincerely,
ianiel P. Cra or/
Jr.
Inspector II
NOV—IG-99 T U E 15:16 E D W A R D S SONS P_01
C:01 x��®nwealth
L.
i 'TitCompany
73855 FrO Waring Dr., Suite AS
P ?a D' -ert,. CA 92260
(76Q)A;�547%6 - Phone
(760)341-3815 = Fax
ESCROW AMENDMENT/SUPPLEMENT
Escrow No. 99.8357KC Date: April 7, 1999
Escro. Kelly Collier
Property : APN 774-231-006, LA QUINTA, CALIFORNIA 92253
TO: COMMONWEALTH LAND TITLE COMPANY
My pre.v_ious instructions in the above numbered escrow are hereby modified and/or
suppTO,*nted in the following particulars only:
THE CLOSE OF ESCROW IS EXTENDED TO BE ON OR BEFORE MAY 23, 1999. IN
CONSIDERATION FOR .THE EXTENSION OF CLOSING, BUYERS' SHALL IMMEDIATELY
DEPOSIT AN ADDITIONAL $5,000.00 TO BE APPLIED TOWARDS THE PURCHASE PRICE AND
CONSIDERED NON-REFUNDABLE IN THE EVENT THE BUYERS FAIL TO CLOSE THIS ESCROW
FOR ANY REASON.
Escrow Holder is instructed to release to seller the sum -of $$5,000.00, from
the NON-REFUNDABLE funds deposited by buyer in this escrow, immediately upon
clearance of said funds into Commonwealth Land Title Company's escrow
account. All parties understand that this escrow has not been completed,
that no documents have been recorded to comply with the instructions given.
herein and this authority for releasing said funds is given with full
knowledge of the condition of said escrow and title to the property that is
the subject thereof. The release of said funds is without liability or
recourse upon you for the ultimate outcome of this escrow or.for...the..returp_,..,_w_
of -541d funds 1n the event this escrow is not consnmmare&�'��
All.other terms and conditions not in direct conflict with the foregoing remain
uncharged.
SELLER(S) SIGNATURE(S):
r. 1.ri,.^r_xw.-A, :�..,
54 -3�r Mia
���%�C 54-625 Avenida Bermudas
Denn:JS 5`h�.K/.rJ' .� La Quinta, California 92253
760.564.0884 Phone (208) 361-5447 E -Fax
Structural Engineering Consultant Email: seconsuftant@earthlink.net
CLIENT Kelly Edwards Job No. 0011
PROJECT Montezuma Residence SHEET I OF
CALCULATION DESCRIPTION: Lateral support for patio and porch
Project Description: The small patio at the rear of the home is laterally unsupported on the West end. The
same condition occurs at the deep porch at the front of the building (East end). The building has been designed
in compliance with prescriptive Conventional Construction Methods. The building official is requiring the builder
to hire an engineer to resolve this one area of the home only.
The engineer is not responsible for any other portion of this building except the laterally unsupported west edge
of the patio cover. This is in conformance with the provisions and exceptions in Chapter 2320 for Conventional
Lightweight Wood structures.
Roof Dead Load
Rdl:= 20•psf
Patio Roof Structure:
Lpatio 8 -ft
Dpatio 15 -ft
Lateral Force Analysis:
Assumptions
Zone := 4
Porch Roof Structure:
Lw,,:h 9 -ft
Dporah 15 -ft
Leave := 1.5 -ft
1:= 1.0
Na := 1.0 For distance greater than 10Km to nearest active fault
N, := 1.2 For distance greater than 10km to nearest active fault
Seismic Source Type = A (Table 16-U)
Soil Profile Type = SD (Table 16-J)
Ca := 0.44 R:= 2.2 For Cantilevered Column Lateral Restraint
C,:= 0.77 T := 0.145 For Hn (overall height of 14 -feet)
V. := 1.4 -R -T V1,= 1.724 Wd But need not exceed Vb :_
1.
0��SPF�
of, oO J �c
V r.=
D wz,,�. TY
Structural Engineering Consultant
54-625 Avenida Bermudas
La Quinta, California 92253
760.564.0884 Phone (208) 361-5447 E -Fax
Email: seconsuftant@earthlink.net
CLIENT Kelly Edwards Job No 0011
PROJECT Montezuma Residence SHEET 2 OF 2
CALCULATION DESCRIPTION: Lateral support for patio and porch
Patio Tributary Force to Columns
W _ (I -patio +Lea Rdl W 1.65 x 103ft if
patio — ( 2 eave patio' patio = p
Vlat = V. Wpatio Vlat = 589.05 lb
Vcol := Vlat Vcol = 294.525 lb per column
Porch Tributary Force at 2 Columns
Provide:
P4Std 4" dia. Schedule 40 Pipe Column
12" square X 3/8" thick Base Plate w/
(4) 3/4" dia. x 7" long "J" Bolts (7" minimum into
footing - plus additional length for pedistal).
30" square x 12" deep fy=2,000 psi concrete
footing w/ (#4) rebar @ 12" on center (minimum 3
bars) each direction. Hook "J" bolt around lower
bars - 3" cover to nearest steel and earth.
Wporch :_ l Lporch +Leave -Dporoh•Rd] W�ch = 1.8 x 103ftp1f
I\ 2 /
Vlat V• Wporch
Vim
V�1:= 2
Vlat = 642.6 lb
V.l = 321.3 lb per column
217/00 2
Provide:
P4Std 4" dia. Schedule 40 Pipe Column
12" square X 3/8" thick Base Plate w/
(4) 3/4" dia. x 7" long "J" Bolts (7" minimum into
footing - plus additional length for pedistal).
30" square x 12" deep fy=2,000 psi concrete
footing w/ (#4) rebar @ 12" on center (minimum 3
bars) each direction. Hook "J" bolt around lower
bars - 3" cover to nearest steel and earth.
To specify your title block on Title : Lateral Restraint System Job # 0011
these five lines, use the SETTINGS Dsgnr: Dennis S. Wish, PE Date: 3:42PM, 7 FEB 00
main menu selection, choose the Description : Residence for builder Kelly Edwards
Avenida Montezuma
Printing & Title Block tab, and ent Scope : Design Lateral Support for Soft Story of Patio and
your title block information. Porch.
Rev: 510301
WKW-060390, Ver 5.1.3, 22-J-1999, M.32 Steel Column Page
i 1
(c) 983.99 ENERCALC r•5mu dnnimnn�elnrnGr�<lM 1 1 - aW,.a. r ; A
Description Worst Case Lateral Load Column at Porch
General Information
Calculations are designed to AISC 9th Edition ASD and 1997 UBC Requiremerrts
Steel Section P4STD
Fy
46.00 ksi
dAm. i s
X -X Sidesway : Sway Allowed
Analysis Values
Duration Factor
1-330
Y -Y Sidesway : Sway Allowed
Column Height 8.000 ft
Elastic Modulus
29,000.00 ksi
8,380 psi
End Fixity Fox -Free
X -X Unbraced
8.000 ft
Kxx 2.100
Live & Short Term Loads Combined
Y -Y Unbraced
8.000 ft
Kyy 2.100
Loads
Fb:xx : Allow [F3.11
30.36 ksi
fb : xx Actual
.:......... :
Axial Load...
Fb:yy : Allow [F3.1]
30.36 ksi
1.00
Dead Load 1.13 k
11,146 psi
Ecc- for X -X Axis Moments
in
Live Load 0.90 k
1.75
Ecc. for Y -Y Axis Moments
in
Short Term Load k
Deflection
0.000 in at
0.000 ft
Point lateral Loads...
DL
LL ST
Height
Along Y -Y (strong axis moments)
0.321 k 8.000 ft
Along X -X (y moments)
k ft
Section: P4STD, Height= 8.00ft, Axial Loads: DL =
Unbraced Lengths: X -X = 8.00ft, Y -Y = 8.00ft
Combined Stress Ratios Dead
1.13, LL = 0.90, ST = 0.00k, Ecc. = 0.000in
Live
0.0339
Nr dC
Live
8.38 ksi
0.28 ksi
30.36 ksi
0.00 ksi
30.36 ksi
Column Design OK
DL + LL DL + ST + (LL if Chosen)
0.0762 0.2948
DL + LL DL + Short
8.38 ksi 11.15 ksi
0.64 ksi 0.64 ksi
30.36 ksi 40.38 ksi
0.00 ksi 9.59 ksi
30.36 ksi 40.38 ksi
fb : yy Actual
AISC Formula H1 -1
0.00 ksi 0.00 ksi
AISC Formula H1 -2
0.00 ksi
Analysis Values
AISC Formula H1 - 3
0.0423
XX Axis : Fa calc'd per 1.5-2, K*LJr > Cc
8,380 psi
YY Axis : Fa calc'd per 1.5-2, 14*Lfr > Cc
0.85
Stresses
1.75
Allowable & Actual Stresses Dead
Fa : Allowable
8.38 ksi
fa : Actual
0.35 ksi
Fb:xx : Allow [F3.11
30.36 ksi
fb : xx Actual
0.00 ksi
Fb:yy : Allow [F3.1]
30.36 ksi
Live
0.0339
Nr dC
Live
8.38 ksi
0.28 ksi
30.36 ksi
0.00 ksi
30.36 ksi
Column Design OK
DL + LL DL + ST + (LL if Chosen)
0.0762 0.2948
DL + LL DL + Short
8.38 ksi 11.15 ksi
0.64 ksi 0.64 ksi
30.36 ksi 40.38 ksi
0.00 ksi 9.59 ksi
30.36 ksi 40.38 ksi
fb : yy Actual
0.00 ksi 0.00 ksi
0.00 ksi
0.00 ksi
Analysis Values
,
Pex : DL+LL
8,380 psi
Cm:x DL+LL
0.85
Cb -x DL+LL
1.75
F'ey : DL+LL
8,380 psi
Cm:y DL+LL
0.85
Cb:y DL+LL
1.75
F'ex : DL+LL+ST
11,146 psi
Cm:x DL+LL+ST
0.85
Cb:x DL+LL+ST
1.00
F'ey:DL+LL+ST
11,146 psi
Cm:y DL+LL+ST
0.85
Cb:y DL+LL+ST
1.75
Max X -X Axis Deflection
-0.452 in
at 8.000 ft Max Y -Y Axis
Deflection
0.000 in at
0.000 ft
I
To specify your title block on Title : Lateral Restraint System Job # 0011
these five lines, use the SETTINGS Dsgnr: Dennis S. Wish, PE Date: 3:42PM, 7 FEB 00
Description : Residence for builder Kelly Edwards
main menu selection, choose the Avenida Montezuma
Printing Sr Title Block tab, and ent Scope: Design Lateral Support for Soft Story of Patio and
your title block information. Porch.
R— 510301
U--: KW -060390, Ver 5.1.3,22 -Jun -1999, Wi02 Steel Column Page 2 "
[c) 1983.99 ENERCAIC
c:5m documcnt:l ro'ect 50011 - edward: reid
Description Worst Case Lateral Load Column at Porch
Section Properties P4STD
Diamet 4.50 in Weight
10.77 #/ft I -roc
7.23in4
Area
3.17 in2 I-yy
7.23 in4
S -roc
3.213 in3
Thickness 0.237 in
S-yy
3.213 in3
r -roc
1.510 in
r-yy
1.510 in
To specify your title block on
Title : Lateral Restraint System Job # 0011
these five lines, use the SETTINGS
Dsgnr: Dennis S. Wish, PE Date: 3:42PM, 7 FEB 00
main menu selection, choose the
Description : Residence for builder Kelly Edwards
Col Dim. Along Y -Y Axis
Avenida Montezuma
Printing 8r Title Block tab, and ent
Scope: Design Lateral Support for Soft Story of Patio and
your title block information.
Porch.
Rev: 510301
W r.KW-060390,Ycr5.1.3,22-Jun-1999,Win32
General Footing Analysis & Design Page 1
(cJ 1983.99 ENERCAIC
c:5mu document.loroicct.-M 11 - edwu& re -id
Description Worst Case Foundation
General Information Calculations are designed to ACI 318-95 and 1997 UBC Requirements
Allowable Soil Bearing 1,500.0 psf
Short Term Increase 1.330
Base Pedestal Height 1.000 in
Seismic Zone 4
Width along X -X Axis 2.500 ft
Length along Y -Y Axis 2.500 ft
Footing Thickness 12.00 in
Overburden Weight
50.00 psf
Col Dim. Along X -X Axis
4.00 in
Live & Short Term Combined
k -ft
Col Dim. Along Y -Y Axis
4.00 in
fc
2,000.0 psi
Applied Shears...
(pressures @ left & right)
Fy
60,000.0 psi
Min Steel %
0.0014
Concrete Weight
145.00 pcf
Rebar Center To Edge Distance
3.50 in
Loads
1,995.0 psf
Required Steel Area
7.22 psi
Applied Vertical Load...
76.03 psi
"X Ecc, of Resultant
0.000 in
Dead Load
1.125 k
...ecc along X -X Axis
0.000 in
Live Load
0.900 k
...ecc along Y -Y Axis
0.000 in
Short Term Load
k
Vn • Phi
76.03 psi
Creates Rotation about Y -Y Axis
Applied Moments...
(pressures @ left & right)
Dead Load
k -ft
Live Load
k -ft
Short Term
2.568 k -ft
6.04 psi
Creates Rotation about Y -Y Axis
Applied Shears...
(pressures @ left & right)
Dead Load
k
Live Load
k
Short Term
k
Creates Rotation about X -X Axis
(pressures @ top & bot)
k -ft
k -ft
2.568 k -ft
Creates Rotation about X -X Axis
(pressures @ top & bot)
k
k
k
Footing Design OFC
Shear Forces
2.50ft x 2.50ft Footing,
12.Oin Thick, w/ Column Support 4.00 x 4.00in x 1.0in high
ACI 9-3Vn'
Phi -----------
DL+LL
DL+LL+ST
6.04 psi
Actual
Allowable
152.05 psi
Max Soil Pressure
519.0
1,887.3 psf
Max Mu
1.007 k -ft
per ft
Allowable
1,500.0
1,995.0 psf
Required Steel Area
7.22 psi
0.143 in2 per ft
76.03 psi
"X Ecc, of Resultant
0.000 in
9.500 in
1.69 psi
-1.00 psi
-0.65 psi
76.03 psi
"Y Ecc, of Resultant
0.000 in
9.500 in
Shear Stresses....
Vu
Vn • Phi
76.03 psi
Vu @ Bottom
1 -Way
7.222
76.026 psi
76.03 psi
X -X Min. Stability Ratio
1.577
1.500 :1
2 -Way
6.567
152.053 psi
Ru / Phi
Y -Y Min. Stability Ratio
1.577
Mu @ Left
0.29 k -ft
-0.16 k -ft
-0.10 k -ft
Footina Desian
0.14 in2
per ft
Mu @ Right
0.29 k -ft
1.01 k -ft
Shear Forces
ACI 9-1
ACI 9-2
ACI 9-3Vn'
Phi -----------
Two -Way Shear
6.04 psi
6.57 psi
2.46 psi
152.05 psi
One -Way Shears...
Vu @ Left
1.69 psi
7.22 psi
3.18 psi
76.03 psi
Vu @ Right
1.69 psi
-1.00 psi
-0.65 psi
76.03 psi
Vu @ Top
1.69 psi
7.22 psi
3.18 psi
76.03 psi
Vu @ Bottom
1.69 psi
-1.00 psi
-0.65 psi
76.03 psi
Moments
ACI 9-1
ACI 9-2
ACI 9-3
Ru / Phi
As Redd
Mu @ Left
0.29 k -ft
-0.16 k -ft
-0.10 k -ft
4.5 psi
0.14 in2
per ft
Mu @ Right
0.29 k -ft
1.01 k -ft
0.44 k -ft
15.5 psi
0.14 in2
per ft
Mu @ Top
0.29 k -ft
1.01 k -ft
0.44 k -ft
15.5 psi
0.14 in2
per ft
Mu @ Bottom
0.29 k -ft
-0.16 k -ft
-0.10 k -ft
4.5 psi
0.14 in2
per ft
To specify your title block on Title : Lateral Restraint System Job # 0011
these five lines, use the SETTINGS Dsgnr: Dennis S. Wish, PE Date: 3:42PM, 7 FEB 00
Description : Residence for builder Kelly Edwards
main menu selection, choose the Avenida Montezuma
Printing & Title Block tab, and ent Scope : Design Lateral Support for Soft Story of Patio and
your title block information. Porch.
Ra•: 510301 Page 2
Ur: KW -060390. Ver 5.1.3, 22 -Jun- 1999, Win32 General Footing Analysis & Design 9
c 1963-99 ENERCALC .%m An .. nP,%n ;n t,t to 1 1 . aA-,,A,
Description Worst Case Foundation
Soil Pressure Summary
ter•...; -,-
Service Load Soil Pressures
Left Right
Top
Bottom
DL + LL
519.00 519.00
519.00
519.00 psf
DL + LL + ST
0.00 1,887.31
1,887.31
0.00 psf
Factored Load Soil Pressures
ACI Eq. 9-1
769.80 769.80
769.80
769.80 psf
ACI Eq. 9-2
0.00 2,642.24
2,642.24
0.00 psf
ACI Eq. 9-3
0.00 1,227.30
1,227.30
0.00 psf
ACI Factors (per ACI, applied internally to entered loads)
ACI 9-1 & 9-2 DL
1.400
ACI 9-2 Group Factor
0.750 UBC 1921.2.7 1.4" r Factor 1.400
ACI 9-1 & 9-2 LL
1.700
ACI 9-3 Dead Load Factor
0.900 UBC 1921.2.7
"0.9" Factor 0.900
ACI 9-1 & 9-2 ST
1.700
ACI 9-3 Short Term Factor
1.300
....seismic = ST ` :
1.100
Kelly Edwards Residence
Avenida Montezuma
La Quinta, California 92253
P4STD 4" DIA. STD SCHEDULE
40 PIPE COLUMN
V-6"
2"
CHAMFER EDGE OF
PEDISTAL TO ALLOW FOR
WATER RUNOFF
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BEAM PER ARCH'L PLAN
SIMPSON CC POST CAP
WELDED TO STD PIPE
COLUMN
4"
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~ DENNIS S. WISH
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12" E Q.x 3/8" THK BASE
PLA E W/ (4) 3/4" DIA. X 12"
LNG (MIN 7" EMBED INTO
LO ER FTG) 'J' BOLT
1-1/2" DRY PACK LEVEL
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2'-6"
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