RR (07-0175) + RER (12176)77569 Avenida Madrugada
07-0175
15801
12176
7
P.O. BOX 1504
-78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number: 07'-00000175
Property Address: 77569 AVENIDA MADRUGADA
APN: 773-340-020-20 -14496
Application description: RE -ROOF
Property Zoning: LOW DENSITY RESIDENTIAL
Application valuation: 3445
Applicant:
Architect or Engineer:
r
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Owner:
TAYLOR DANIEL J
9323 E 37TH N
WICHITA, KS 67226
Contractor:
WESTERN PACIFIC ROOFING
VOICE (760) 777-7012
FAX (760) 777=7011
INSPECTIONS (760) 777-7153
Date: 1/x'8/07
DJAN 29 2007 Ill.
(_ 1 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
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
and who does the work himself or herself through his or her own employees, provided that the
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 or she did not build or
.improve for the purpose of sale.).
(_ 1 I; as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.).
(_ 1 I am exempt under Sec. , B.&P.C. for this reason
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: 01 VA
LQPE%NlTT
WARNING:. .FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS (.$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.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
conditions and restrictions set forth on this 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 application,
the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
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 notcommenced
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 authorize representatives
of this co y to enter upon a above-mentioned property f sp purpose .
e: Z gnature (Applicant or Agent .
3462 LA CAMPANA WAY
,1
r/
PALM SPRINGS, CA 92262
( 760) 416 - 5877 CIN OF LA QUINTA
FINANCE DEPT.
Lic. No.: 235717
-------------------------------------------------------------------------------------------------
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
I 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 C39 License No.: 235717
V
e: ntractoc _ &/I, 7e.11
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
• OWNER -BUILDER 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 STATE FUND Policy Number 046001635506
following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to
_ 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 workers' compensation laws of California,
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
and agree that, if I should become subject to the workers' compensation provisions of Section
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
P700 of th abor Code, I s II for twit omply itfyt se provisions.
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 ($500).:
te: "s/&';1.Applicant:
(_ 1 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
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
and who does the work himself or herself through his or her own employees, provided that the
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 or she did not build or
.improve for the purpose of sale.).
(_ 1 I; as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.).
(_ 1 I am exempt under Sec. , B.&P.C. for this reason
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: 01 VA
LQPE%NlTT
WARNING:. .FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS (.$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.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
conditions and restrictions set forth on this 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 application,
the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
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 notcommenced
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 authorize representatives
of this co y to enter upon a above-mentioned property f sp purpose .
e: Z gnature (Applicant or Agent .
-i .
LQPERAIIT
Application Number . . . . . 07-00000175
Permit . . . RE -ROOF
Additional desc.
Permit Fee 30.00
Issue Date
Expiration Date 7/17/07
Plan Check Fee .00
Valuation . . . . 0
Qty Unit Charge Per Extension
. BASE FEE 30.00
----------------------------------------------------------------------------
Special Notes and Comments
REMOVE EXISTING TILES & INSTALL NEW
UNDERLAYMENT. REPLACE ORIGINAL TILES
Fee summary Charged Paid.. Credited Due
---------------------------------------------------------
Permit ^ee Total 30.00 .00 .00 30.00
Plan Check Total .00 .00 .00 .00
Grand Total 30.00 .00 .00 30.00
I
T-itif QUA&
Ma0rugada P.O. BOX 1504
Building 9549,539 78-495 CALLE TAMPICO
Address (i ,et:: ' ' ' LA QUINTA, CALIFORNIA 92253
Owner
Santa Rosa Cove H.O.A.
Mailing 53107 Calle 0aaca
Address
Cit Zip " Tel.
Quinta. 92253:
Contractor
Bryant Universal
Address
34.62 L& Campana
Cit alm Springs Zip92260 Tel 320mCO22
State Lic. City
& Classif. 365357 Lic.# 2293
Arch., Engr.,
Designer
Address I Tel.
City (Zip ( State I
Lic. #
LICENSED CONTRACTOR'S DECLARATION
I hereby alfirfn that I am licensed under provisions of Chapter 9 (commencing with Section
7000) of D;vision 3 of the Business and Professions Code, and my license is in full force and
effect.. f' ,
_ `s
SIGNATURE - `DATE
OWNER -BUILDER DECLARATION
1 hereby affirm that 1 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, atter, 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 8 (commencing with Section 7000) or
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 penally of not more than rove hundred dollars (E500).
O I, as owner of the property, or my employees with wages as their sole compensation, will
do the work, and the structure isnot intended or offered for sale. (Sec. 7044, auisness 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. ff, 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 knprove for the purpose of sale.)
❑ 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) jicensed pursuant to the Contractor's License Law.)
❑ 1 am exempt under Sec..B.
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 ceryfied'copy thereof. (Sec. 3800, Labor Code.)
Polic y o. Company . `.
I3 Copy is filed with the city. ❑ Certified copy is hereby furnished.
CERTIFICATE OF EXEMPTION FROM
WORKERS' COMPENSATION INSURANCE
(This section need not be completed ff Me 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
L aw 'of California. ;
Liffe Owner iL
NOTICE TO APPLICANT:l making this Certirrcate 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.
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND
SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE
HUNDRED THOUSAND DOLLARS ($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. '
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 -of this city to enter the above-
mentioned property for inspection purposes. `
Signature of applicant -Date-
Mailing
ateMailing Address
City, State, ZIp
t
No. 15801
BUILDING: TYPE CONST. OCC. GRP.
A.P. Number
Legal Description
Project Description Install new poly urethane iomm
roof anirl coating_ over exsistinq built up
roof .
Sq. Ft. No. No. Dw.
Size Stories Units
New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑
Estimated Valuation $18,531.00.
PERMIT AMOUNT
Plan Chk. Dep.
Plan Chk. Bal.
Const. $30.00
Mech.
Electrical
Plumbing
S.M.I.
Grading
Driveway Enc.
Infrastructure
TOTAL ;30, 00
REMARKS
ZONE: BY:
Minimum Setback Distances:
Front Setback from Center Line
Rear Setback from Rear Prop. Line
Side Street Setback from Center Line
Side Setback from Property Line
FINAL DATE INSPECTOR
Issued by: Date Permit
Validated by:
Validation:
di
Addrress 77-569 Madrugada
Owner
Dan . Taylor
Mailing
Address Sam
Cita Quinta, Cpi ZIp92253
Contractor
DOD= Construction
Address
P.O. PDX 1012
Citta Quinta, CA ZIp92253
State Lic.
& Classif. B-1 397830
Arch., Engr.,
Designer
Address
4
P.O. BOX 1504
78-105 CALLE ESTADO
LA QUINTA, CALIFORNIA 92253
Tel.
Tel.554-647$
City
Lic. # 1375
Tel.
CityI Zip I State
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. r
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 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 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).
❑ 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 of completion, the owner -builder will have the burden
of proving that he did not build or improve for the purpose of sale.)
❑ 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.)
❑ 1 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"gompensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.)
Policy o. Company
Copy is filed with the city. ❑ Certified copy is hereby furnished.
CERTIFICATE OF EXEMPTION FROM
WORKERS' COMPENSATION INSURANCE
(This section need not be completed i1 the permit is for one hundred dollars ($100) valuation
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.
Date Owner
NOTICE TO APPLICANT: If, after making this Certificate or 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
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 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 of this city to enter the above-
mentioned property for inspection purposes.
Signature of applicant Date
Mailing Address
City, State, Zip
LDING: TYPE CONST.
P. Number
No.
OCC. GRP.
1.2176
Legal Description
Project Description Ritchort rn—,odfi1., fite-il3ace
ral T.r a: nta
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 DATE
INSPECTOR
Issued by: Date Perm
Validated by:
Validation:
Sq. Ft.
Size
No. No. Dw.
Stories Units
New ❑ Add ❑
Alter ❑ Repair ❑ Demolition ❑
Estimated Valuation
$30,000.00
PERMIT
AMOUNT
Plan Chk. Dep.
--
Plan Chk. Bal.
Const.
294.50
Mech. (
1.00
Electrical i
15.00
Plumbing
S.M.I.
Grading
Driveway Enc.
InfrastructureBy
r
3.rio
Vol 6 199
i
is,
i
TOTAL
332.50
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 DATE
INSPECTOR
Issued by: Date Perm
Validated by:
Validation:
CONSTRUCTION ESTIMATE
NO. ELECTRICAL FEES
NO. PLUMBING FEES
1ST FL. SQ. FT. ® $
UNITS
COLL. AREA
+
ROUGH PLUMB.
2ND FL. SQ. FT.
HEATING (ROUGH)
YARD SPKLR SYSTEM
POR. SQ. FT. ®
MOBILEHOME SVC.
BAR SINK
GAR. SQ. FT. ®
POWER OUTLET
ROOF DRAINS
CAR P. SQ. FT. p
DRAINAGE PIPING
WALL SQ. FT.
HEATING (FINAL)
DRINKING FOUNTAIN
SQ FT ®
URINAL
ESTIMATED CONSTRUCTION VALUATION $
WATER PIPING
NOTE: Not to be used as property tax valuation
FLOOR DRAIN
MECHANICAL FEES
FINAL INSP.
WATER SOFTENER
VENT SYSTEM FAN EVAP.COOL HOOD
SIGN
WASHER(AUTO)(DISH)
APPLIANCE DRYER
GRADING
cu. yd.
$ plus x$
GARBAGE DISPOSAL
FURNACE UNIT WALL FLOOR SUSPENDED
LAUNDRYTRAY
AIR HANDLING UNIT CFM
FINAL INSP. 2
KITCHEN SINK
ABSORPTION SYSTEM B.T.U.
TEMP USE PERMIT SVC
WATER CLOSET'
COMPRESSOR HP
POLE, TEM/PERM
LAVATORY
HEATING SYSTEM FORCED GRAVITY
AMPERES SERV ENT
SHOWER
BOILER B.T.U.
SQ. FT. ® c
BATH TUB
FIRE ZONE ROOFING
SQ. FT. ® c
WATER HEATER
MAX. HEATER OUTPUT, B.T.U.
SQ. FT. RESID ® 11/4 c
SEWAGE DISPOSAL
SO.FT.GAR ® 3/ac
HOUSE SEWER
GAS PIPING
PERMIT FEE
PERMIT FEE
PERMIT FEE
DBL
TOTAL FEES
MICRO FEE
MECH.FEE PL.CK.FEE
CONST. FEE ELECT. FEE
SMI FEE PLUMB. FEE
STRUCTURE / PLUMBING ELECTRICAL HEATING & AIR COND. SOLAR
SETBACK
GROUND PLUMBING
UNDERGROUND,
A.C. UNIT
COLL. AREA
SLAB GRADE
ROUGH PLUMB.
BONDING
HEATING (ROUGH)
STORAGE TANK
FORMS
SEWER OR SEPTIC TANK
ROUGH WIRING
DUCT WORK
ROCK STORAGE
FOUND. REINF.
GAS (ROUGH)
METER LOOP
HEATING (FINAL)
OTHER APP.IEQUIP.
REINF. STEEL
GAS (FINAL)
TEMP. POLE
GROUT
WATER HEATER
SERVICE
FINAL INSP.
BOND BEAM
WATER SYSTEM
GRADING
cu. yd.
$ plus x$
_$
LUMBER GR.
FINAL INSP.
FRAMING ZU 2
•J
FINAL INSP. 2
ROOFING
Lt/j
Y
REMARKS:
VENTILATION
FIRE ZONE ROOFING
FIREPLACE
SPARK ARRESTOR
GAR. FIREWAL
LATHING
MESH
INSULATION/SOUND -
FINISH GRADING
FINAL INSPECTION '2✓
CERT. OCC.
FENCE FINAL
INSPECTOR'S SIGNATURES/INITIALS
GARDEN WALL FINAL
Hogancamp
Engineering
Civil Engineering • Structures
Hydrology • Land Planning
August 4, 1993
Mr. Mark Harold
Building Department
CITY OF LA QUINTA, CALIFORNIA
78-105 Calle Estado
La Quinta, California 92253
(619)564-2246
n
72-855 Fred Waring Drive
Suite #C-18
Palm Desert, CA 92260
(619)773-9373
(619)340-0601 FAX
Donald A. Hogancamp, P.E.
RCE 38239
Re: Structural Calculations for a portion of * the Taylor
Residence; located at 77-569 Madrugada, in the City of La
Quinta, CA.
Dear Mr. Harold:
I am a Registered Civil Engineer, licensed to practice in the
State of California and I have performed the following
calculations for the referenced project at the request of Mr.
Daniel Featheringill of DODCO CONSTRUCTION. This calculation is
performed in accordance with the Uniform Building Code, 1991
Edition. All normal vertical and lateral loads are considered.
If I can answer any questions or be of further assistance, please
don't hesitate to call me at (619)773-9373.
Respectfully Submitted,
QROF ESS/
HOGANCAMP ENGINEERING OO P. H06-
LW
06-o
No. 38239
Donald A. Hogancamp; RCE 38239
License Expires March 31, 1997
oF cr, _ r°
r
Hogancamp
Engineering SHEET Z OF 9
72-855 Fred Waring Drive PROJECT TgU/U RCVS/d -f7c
Suite NC -19
Hogancamp
Engineering SHEET 3 OF 19
72-833 Fred Waring Drive PROJECT %a V 1Q r ReSI de-00r
Suite kC-19 --7
Hogancamp
Engineering SHEET 4 OF 19
72-833 Fred Waring Drive PROJECT 7ay/a r IPCS/ d2r7C
Suite N419
_ Mb Y:... .. I.w+ ..N . - . .i Vi :` 'r+'•!' ..'. it .. ..- w• i • .. •r 1 NIM .... Mb`iN•-xY' nevN:•.. . -
Hogancamp
Engineering SHEET s OF 9
72-855 Fred Waring Drive TQ U U l` S/ de -r cc
PROJECT
Hogancamp
Engineering SHEET 6 OF 19
71-g55Fr ed Waring Drive %(/ U - /QCS/dQ occ
PROJECT
Hogancamp
Engineering SHEET 7 OF 17
lo—U4 72-853 Fred Waring Drive PROJECT T % Ur R 'S dQrJCe'
Suite Nc-18
Palm Desist, 922611 Dcdco Cons'• DATE 4 QQ3
(619)773-93737 3 CLIENT
1 l4g K/'n1(412:1 SO/'/ . . . . . . . . . . . . . . . . . .
,. ,. ,. + +
67 K LC */U 5 4u Kf) . . . . . . . .
mcx= 2670 / S. !.: ', /78d ps.(. (0j,
c%J. .
S 60. ps . Sfa'c,, L,C . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . .
SiSi.(-1 . . f .,. .,. + .,.
CO ct11I 1 Gonlvj'n(ccf S i-z of ,S, 1.4, 00, Psi Lc, 9 mv)l; /2 •:je 7) .
CCmd !r Oec.Ta1 . . . . . . . . . . . . . . . . . . . . . .
. . K.in (L,C ii n Cnllj .8. pcQ
C=Mu dZ{ o.. o.3Z.9
t,&i _rWy =. a• G34 /f; z /c C) = o. Wes . . . . . .
+;. ,. ,.
C.fs2:. . . . . . . . . . . . . . . . .
+ o
(card) . . . . . . . . . . . . . . .
/8'
0. ,. +
(may cor . . #4> ,6 C-7m 4o .16 . . . . . . . . . . .
Hogancamp
Engineering SHEET OF 157
Fred Waring Drive
Suite me -l8 PROJECT
Hogancamp
Engineering SHEET I OF
72-855 Fred Waring Drive PROJECT TgV to r RD'S' denCkc
Suite #C-18 I
Hogancamp
Engineering SHEET /0 OF /9
72-855 Fred Waring Drive PROJECT 7Q- /U f- Rest'de-oCr
Suite #C-18
PAGE NO. 1
**************************************************
* *
* STAAD-III *
* REVISION 14.1 (VERSION 14 LEVEL 1) *
* PROPRIETARY PROGRAM OF *
* RESEARCH EN8INEERS,INC. *
* DATE= AUG 3, 1993 *
* TIME= 17: 0:34 *
* *
**************************************************
1.
STAAD PLANE PORTAL ON GRADE BEAM - TAYLOR RESIDENCE
2.
UNIT FT KIPS
3.
JOINT COORDINATES
4.
1 0.0 0.0 0.0 12 11.0 0.0 0.0
5.
13 0.0 10.0 0.0
6.
14 11.0 10.0 0.0
7.
MEMBER INCIDENCES
8.
1 1 2 11
9.
12 1 13
10.
13 12 14
11.
14 13 14
12.
UNIT INCHES
13.
MEMBER PROPERTIES
14.
1 TO 11 PRIS YD 18.0 ZD 18.0
15.
12 13 TABLE ST TUB50506
16.
14 PRIS YD 12.0 ZD 5.125
17.
CONSTANTS
18.
E 29000. MEMB 12 13
19.
E 3000. MEMB 1 TO 11
20.
E 1800. MEMB 14
21.
DENSITY CONCRETE MEMB 1 TO 11
22.
DENSITY STEEL MEMB 11 12 13
23.
UNIT FT
24.
MEMBER RELEASE
25.
12 13 END MY MZ
26.
SUPPORTS
27.
1 TO 12 FIXED BUT MZ KFY 1000.
28.
LOADING 1 DEAD LOAD
29.
SELFWEIGHT
30.
MEMBER LOAD
31.
14 UNI BY -0.380
32.
JOINT LOAD
33.
13 FY -1.140
34.
LOADING 2 LIVE LOAD
35.
MEMBER LOAD
36.
14 UNI BY -0.475
37.
JOINT LOAD
38.
13 FY -1.425
39.
LOADING 3 SEISMIC ACTING SOUTH
40.
MEMBER LOAD
41.
14 UNI GX 0.173
42.
LOADING 4 SEISMIC ACTING NORTH
43.
MEMBER LOAD
44.
13 UNI GX -0.173
45.
LOADING COMBINATION 5
46.
1 1.4 2 1.7
47.
LOADING COMBINATION 6
48.
1 1.4 2 1.7 3 1.9
PORTAL ON GRADE BEAM - TAYLOR RESIDENCE
-- PAGE NO. 2
49. LOADING COMBINATION 7
50. 1 1.4 2 1.7 4 1.9
51. LOADING COMBINATION 8
52. 1 1.0 2 1.0
53. LOADING COMBINATION 9
54. 1 1.0 2 1.0 3 1.0
55. LOADING COMBINATION 10
56. 1 1.0 2 1.0 4 1.0
57. LOADING COMBINATION 11
58. 1 1.0 3 1.0
59. LOADING COMBINATION 12
60. 1 1.0 4 1.0
61. PERFORM ANALYSIS
PROBLEM STATISTICS
-----------------------------------
NUMBER OF JOINTS/MEMBER+ELEMENTS/SUPPORTS =
14/ 14/
ORIGINAL/FINAL BAND -WIDTH = 12/ 2
TOTAL PRIMARY LOAD CASES = 4, TOTAL DEGREES
OF FREEDOM
SIZE OF STIFFNESS MATRIX = 240 DOUBLE PREC.
WORDS
TOTAL REQUIRED DISK SPACE = 0.03 MEGA -BYTES
++ PROCESSING ELEMENT STIFFNESS MATRIX.
17: 0:49
++ PROCESSING GLOBAL STIFFNESS MATRIX.
17: 0:51
++ PROCESSING TRIANGULAR FACTORIZATION.
17: 0:52
++ CALCULATING JOINT DISPLACEMENTS.
17: 0:52
++ CALCULATING ELEMENT FORCES.
17: 0:53
62. LOAD LIST 9 10
63. PRINT JOINT DISPLACEMENTS
12
= 30
PORTAL ON GRADE BEAM - TAYLOR RESIDENCE -- PAGE NO. 3
. .
JOINT DISPLACEMENT (INCH RADIANS) STRUCTURE TYPE = PLANE
JOINT
LOAD
X -TRANS
Y -TRANS
Z -TRANS
X-ROTAN
Y-ROTAN
Z-ROTAN
1
9
0.00000
-0.01813
0.00000
0.00000
0.00000
0.00007
10
0.00000
-0.03204
0.00000
0.00000
0.00000
0.00043
2
9
0.00000
-0.01684
0.00000
0.00000
0.00000
0.00011
10
0.00000
-0.02694
0.00000
0.00000
0.00000
0.00040
3
9
0.00000
-0.01532
0.00000
0.00000
0.00000
0.00012
10
0.00000
-0.02239
0.00000
0.00000
0.00000
0.00035
4
9
0.00000
-0.01390
0.00000
0.00000
0.00000
0.00010
10
0.00000
-0.01858
0.00000
0.00000
0.00000
0.00028
5
9
0.00000
-0.01285
0.00000
0.00000
0.00000
0.00006
10
0.00000
-0.01562
0.00000
0.00000
0.00000
0.00021
6
9
0.00000
-0.01240
0.00000
0.00000
0.00000
0.00000
10
0.00000
-0.01351
0.00000
0.00000
0.00000
0.00014
7
9
0.00000
-0.01270
0.00000
0.00000
0.00000
-0.00006
10
0.00000
-0.01222
0.00000
0.00000
0.00000
0.00008
8
9
0.00000
-0.01389
0.00000
0.00000
0.00000
-0.00014
10
0.00000
-0.01166
0.00000
0.00000
0.00000
0.00003
9
9
0.00000
-0.01604
0.00000
0.00000
0.00000
-0.00022
10
0.00000
-0.01168
0.00000
0.00000
0.00000
-0.00002
10
9
0.00000
-0.01918
0.00000
0.00000
0.00000
-0.00030
10
0.00000
-0.01210
0.00000
0.00000
0.00000
-0.00004
11
9
0.00000
-0.02327
0.00000
0.00000
0.00000
-0.00037
10
0.00000
-0.01271
0.00000
0.00000
0.00000
-0.00004
12
9
0.00000
-0.02819
0.00000
0.00000
0.00000
-0.00043
10
0.00000
-0.01324
0.00000
0.00000
0.00000
-0.00002
13
9
0.85243
-0.02277
0.00000
0.00000
0.00000
-0.00520
10
-0.30763
-0.03668
0.00000
0.00000
0.00000
-0.00499
14
9
0.85247
-0.03122
0.00000
0.00000
0.00000
0.00508
10
-0.30798
-0.01626
0.00000
0.00000
0.00000
0.00529
************** END OF LATEST ANALYSIS RESULT **************
64. LOAD LIST 4 TO 8
65. PRINT MEMBER FORCES LIST 12 TO 14
' 'PORTAL ON
GRADE
BEAM -
TAYLOR RESIDENCE
_- PAGE
`
NO. 4
MEMBER ENO
------------------
________________ALL
FORCES
STRUCTURE
TYPE =
PLANE
ALL
UNITS
ARE --
KIPS FEET
MEMB
LOAD
JT
AXIAL
SHEAR -Y SHEAR
-Z
TORSION
MOM -Y
MOM -Z
12
4
1
0.00
-0.33
0.00
0.00
0.00
-3.28
13
0.00
0.33
0.00
0.00
0.00
0.00
5
1
11.70
0.05
0.00
0.00
0.00
0.54
13
-11.39
-0.05
0.00
0.00
0.00
0.00
6
1
11.70
1.86
0.00
. 0.00
0.00
18.62
13
-11.39
-1.86
0.00
0.00
0.00
0.00
7
1
11.70
-0.57
0.00
0.00
0.00
-5.70
13
-11.39
0.57
0.00
0.00
0.00
0.00
8
1
7.49
0.03
0.00
0.00
0.00
0.35
13
-7.27
-0.03
0.00
0.00
0.00
0.00
13
4
12
0.00
-1.40
0.00
0.00
0.00
-5.37
14
0.00
-0.33
0.00
0.00
0.00
0.00
5
12
7.68
-0.05
0.00
0.00
0.00
-0.54
14
-7.37
0.05
0.00
0.00
0.00
0.00
6
12
7.68
1.75
0.00
0.00
0.00
17.54
14
-7.37
-1.75
0.00
0.00
0.00
0.00'
7
12
7.68
-2.72
0.00
0.00
0.00
-10.74
14
-7.37
-0.57
0.00
0.00
0.00
0.00
8
12
4.93
-0.03
0.00
0.00
0.00
-0.35
14
-4.70
0.03
0.00
0.00
0.00
0.00
14
4
13
0.33
0.00
0.00
0.00
0.00
0.00
14
-0.33
0.00
0.00
0.00
0.00
0.00
5
13
-0.05
7.37
0.00
0.00
0.00
0.00
14
0.05
7.37
0.00
0.00
0.00
0.00
6
13
-1.86
7.37
0.00
0.00
0.00
0.00
14
-1.75
7.37
0.00
0.00
0.00
0.00
7
13
0.57
7.37
0.00
0.00
0.00
0.00
14
-0.57
7.37
0.00
0.60
0.00
0.00
8
13
-0.03
4.70
0.00
0.00
0.00
0.00
14
0.03
4.70
0.00
0.00
0.00
0.00
************** END OF LATEST ANALYSIS RESULT **************
66. LOAD LIST 1 8 9 10 11 12
67. PRINT SUPPORT REACTIONS
. PORTAL
ON
GRADE BEAM -
TAYLOR
RESIDENCE
--
PAGE NO. 5
SUPPORT
-------------------
________________JOINT
REACTIONS -UNIT
KIPS FEET STRUCTURE TYPE
= PLANE
JOINTLOAD
FORCE -X FORCE -Y
FORCE -Z
MOM -X
MOM -Y
MOM Z
1
1
-0.02
1.20
0.00
0.00
0.00
0.00
8
-0.03
2.34
0.00
0.00
0.00
0.00
9
-0.99
1.51
0.00
0.00
0.00
0.00
10
0.29
2.67
0.00
0.00
0.00
0.00
11
-0.97
0.37
0.00
0.00
0.00
0.00
12
0.31
1.53
0.00
0.00
0.00
0.00
2
1
0.00
1.06
0.00
0.00
0.00
0.00
8
0.00
2.00
0.00
0.00
0.00
0.00
9
0.00
1.40,
0.00
0.00
0.00
0.00
10
0.00
2.25
0.00
0.00
0.00
0.00
11
0.00
0.46
0.00
0.00
0.00
0.00
12
0.00
1.31
0.00
0.00
0.00
0.00
3
1
0.00
0.93
0.00
0.00
0.00
0.00
8
0.00
1.68
0.00
0.00
0.00
0.00
9
0.00
1.28
0.00
0.00
0.00
0.00
10
0.00
1.87
0.00
0.00
0.00
0.00
11
0.00
0.52
0.00
0.00
0.00
0.00
12
0.00
1.11
0.00
0.00
0.00
0.00
4
1
0.00
0.82
0.00
0.00
0.00
0.00
8
0.00
1.42
0.00
0.00
0.00
0.00
9
0.00
1.16
0.00
0.00
0.00
0.00
10
0.00
1.55
0.00
0.00
0.00
0.00
11
0.00
0.56
0.00
0.00
0.00
0.00
12
0.00
0.95
0.00
0.00
0.00
0.00
5
1
0.00
0.74
0.00
0.00
0.00
0.00
8
0.00
1.21
0.00
0.00
0.00
0.00
9
0.00
1.07
0.00
0.00
0.00
0.00
10
0.00
1.30
0.00
0.00
0.00
0.00
11
0.00
0.59
W00
0.00
0.00
0.00
12
0.00
0.82
0.00
0.00
0.00
0.00
6
1
0.00
0.69
0.00
0.00
0.00
0.00
8
0.00
1.08
0.00
0.00
0.00
0.00
9
1.03
0.00
0.00
0.00
0.00 '
10
.0.00
0.00
1.13
0.00
0.00
0.00
0.00
11
0.00
0.64
0.00
0.00
0.00
0.00
12
0.00
0.74
0.00
0.00
0.00
0.00
7
1
0.00
0.67
0.00
0.00
0.00
0.00
8
0.00
1.01
0.00
0.00
0.00
0.00
9
0.00
1.06
0.00
0.00
0.00
0.00
10
0.00
1.02
0.00
0.00
0.00
0.00
11
0.00
0.72
0.00
0.00
0.00
0.00
12
0.00
0.68
0.00
0.00
0.00
0.00
8
1
0.00
0.69
0.00
0.00
0.00
0.00
8
0.00
1.01
0.00
0.00
0.00
0.00
9
0.00
1.16
0.00
0.00
0.00
0.00
10
0.00
0.97
0.00
0.00
0.00
0.00
11
0.00
0.83
0.00
0.00
0.00
0.00
12
0.00
0.65
0.00
0.00
0.00
0.00
9
1
0.00
0.74
0.00
0.00
0.00
0.00
8
0.00
1.08
0.00
0.00
0.00
0.00
'PORTAL
ON
GRADE BEAM -
TAYLOR
RESIDENCE
--
PAGE NO.
SUPPORT
_________________
REACTIONS -UNIT
KIPS FEET STRUCTURE
TYPE
= PLANE
JOlNT LOAD
FORCE -X FORCE
-Y
FORCE -Z
MOM -X
MOM -Y
MOM Z
9
0.00
1.34
0.00
0.00
0.00
0.00
10
0.00
0.97
0.00
0.00
0.00
0.00
11
0.00
1.00
0.00
0.00
0.00
0.00
12
0.00
0.63
0.00
0.00
0.00
0.00
10
1
0.00
0.81
0.00
0.00
0.00
0.00
8
0.00
1.19
0.00
0.00
0.00
0.00
9
0.00
1.60
0.00
0.00
0.00
0.00
10
0.00
1.01
0.00
0.00
0.00
0.00
11
0.00
1.22
0.00
0.00
0.00
0.00
12
0.00
0.63
0.00
0.00
0.00
0.00
11
1
0.00
0.90
0.00
0.00
0.00
0.00
8
0.00
1.35
0.00
0.00
0.00
0.00
9
0.00
1.94
0.00
0.00
0.00
0.00
10
0.00
1.06
0.00
0.00
0.00
0.00
11
0.00
1.49
0.00
0.00
0.00
0.00
12
0.00
0.61
0.00
0.00
0.00
0.00
12
A.
0.02
1.00
0.00
0.00
0.00
0.00
8
0.03
1.52
0.00
0.00
0.00
0.00
9
-0.92
2.35
0.00
0.00
0.00
0.00
10
1.44
1.10
0.00
0.00
0.00
0.00
11
-0.94
1.83
0.00
0.00
0.00
0.00
12
1.42
0.58
0.00
0.00
0.00
0.00
************** END OF LATEST ANALYSIS RESULT **************
68. UNIT INCHES
69, LOAD LIST 8 9 10
70. PRINT MEMBER STRESSES LIST 12 TO 14
6
_ _PORTAL ON GRADE BEAM - TAYLOR RESIDENCE -- PAGE NO. 7
MEMBER STRESSES
-----------------
ALL
______________ALL UNITS ARE KIPS/SQ INCH
MEMB LD SECT AXIAL BEND -Y
12 8
.0
1.1
C
0.0
1.1
1.00
1.1
C
0.0
9
.0
1.1
C
0.0
0.0
1.00
1.1
C
0.0
10
.0
1.1
C
0.0
1.2
1.00
1.1
C
0.0
13 8
.0
0.7
C
0.0
0.0
1.00
0.7
C
0.0
9
.0
0.7
C
0.0
0.7
1.00
0.7
C
0.0
10
.0
0.7
C
0.0
0.0
1.00
0.7
C
0.0
14 8
.0
0.0
T
0.0
0.0
1.00
0.0
T
.0.0
9
.0
0.0
T
0.0
1.00
0.0
T
0.0
10
.0
0.0
C
0.0
1.00
0.0
C
0.0
BEND -Z COMBINED SHEAR -Y SHEAR -Z
0.5
1.6
0.0
0.0
0.0
1.1
0.0
0.0
13.0
14.1
0.3
0.0
0.0
1.1
0.3
0.0
3.9
5.0
0.1
0.0
0.0
1.1
0.1
0.0
0.5
1.2
0.0
0.0
0.0
0.7
0.0
0.0
12.1
12.8
0.2
0.0
0.0
0.7
0.2
0.0
7.5
8.3
0.4
0.0
0.0
0.7
0.1
0.0
0.0
0.0
0.1
0.0
0.0
0.0
0.1
0.0
0.0
0.0
0.1
0.0
0.0
0.0
0.1
0.0
0.0
0.0
0.1
0.0
0.0
0.0
0.1
0.0
************** END OF LATEST ANALYSIS RESULT **************
71. LOAD LIST 5 6 7
72. PRINT MEMBER FORCES LIST 1 TO 11
_ ,PORTAL ON GRADE BEAM - TAYLOR RESIDENCE -- PAGE NO. 8
MEMBER END FORCES STRUCTURE TYPE = PLANE
------------------
ALL
________________ALL UNITS ARE -- KIPS INCH '
MEMB LOAD JT AXIAL SHEAR -Y SHEAR -Z TORSION
MOM -Y MOM -Z
1 5
1
0.00
-8.08
0.00
0.00
0.00
-6.47
2
0.00
8.56
0.00
0.00
0.00
-9j.37
6
1
0.00
-9.66
0.00
0.00
0.00
-223.41
2
0.00
10.13
0.00
0.00
0.00
104.72
7
1
0.00
-7.45
0.00
0.00
0.00
68.35
2
0.00
7.92
0.00
0.00
0.00
-160.61
2 5
2
0.00
-5.48
0.00
0.00
0.00
93.37
3
0.00
5.95
0.00
0.00
0.00
-161.99
6
2
0.00
-8.18
0.00
0.00
0.00
-104.72
3
0.00
8.65
0.00
0.00
0.00
3.75
7
2
0.00
-4.37
0.00
0.00
0.00
160.61
3
0.00
4.85
0.00
0.00
0.00
-215.94
3 5
3
0.00
-3.37
0.00
0.00
0.00
161.99
4
0.00
3.84
0.00
0.00
0.00
-205.29
6
3
0.00
-6.84
0.00
0.00
0.00
-3.75
4
0.00
7.31
0.00
0.00
0.00
-81.14
7
3
0.00
-1.92
0.00
0.00
0.00
215.94
4
0.00
2.39
0.00
0.00
0.00
-241.77
4 5
4
0.00
-1.68
0.00
0.00
0.00
205.29
5
0.00
2.15
0.00
0.00
0.00
-228.30
6
4
0.00
-5.64
0.00
0.00
0.00
81.14
5
0.00
6.11
0.00
0.00
0.00
-151.64
7
4
0.00
0.03
0.00
0.00
0.00
241.77
5
0.00
0.45
0.00
0.00
0.00
044.30
5 5
5
0.00
-0.31
0.00
0.00
0.00
228.29
6
0.00
0.78
0.00
0.00
0.00
-234.85
6
5
0,00
-4.54
0.00
0.00
0.00
151.64
6
0.00
5.01
0.00
0.00
0.00
-208.95
7
5
0.00
1.56
0.00
0.00
0.00
244.30
6
0.00
-1.09
0.00
0.00
0.00
-22039
6 5
6
0.00
0.84
0.00
0.00
0.00
234.85
7
0.00
-0.37
0.00
0.00
0.00
-227.56
6
6.
0.00
-3.47
0.00
0.00
0.00
208.96
7
0.00
3.94
0.00
0.00
0.00
-253.46
7
6
0.00
2.81
0.00
0.00
0.00
228.39
7
0.00
-2.33
0.00
0.00
0.00
-197.56
7 5
7
0.00
1.89
0.00
0.00
0.00
227.56
8
0.00
-1.42
0.00
0.00
0.00
-207.71
6
7
0.00
-2.34
0.00
0.00
0.00
253.46
8
0.00
2.81
0.00
0.00
0.00
-284.36
7
7
0.00
3.86
0.00
0.00
0.00
197.56
8
0.00
-3.39
0.00
0.00
0.00
-154.02
. .r+r,.neiP.u:•a.•;.. ... - ... .. o ......... ...: :-.;. .. ...x •.Ygani ..'t f+Ymb.rscw.r...., .... ,. ....:.. .. ..
PORTAL ON GRADE BEAM - TAYLOR RESIDENCE -- PAGE NO. 9
MEMBER END FORCES STRUCTURE TYPE = FLAME
-----------------
ALL.. UNITS ARE: -- KIPS I NCH
MEMB LOAD JT AXIAL.. SHEAR -•Y SHEAR --Z TORSION
MOM• -Y MOM -7-
8
5
8
0.00
2.94
0.00
0.00
i i.00
207.71
9
0.00
--2.46
0.00
i i.00
0.00
-175.32
6
8
0.00
--1.02
0.00 00
t .00
0.00
' 84.:36
9
0.00
1.50
0.00 00
0.00
0.00
-299.47
7
8
0.00
4.83
0.00
0.00
0.00
154.62
9
0.00 00
--4„_:5
0.00
0.00
0.00
-98.93
9
5
9
0.00
4.07
0.00
0.00
i.00
175.32
10
0.00 00
- 3.60
0.00 00
i i.00
0.00 00
--129.28
6
9
0.00
0.61
.00
0.00
0.00
299.47
10
0.00
--0.13
0.00
0.00
0.00 00
-29 5.02
y98.9`'
7
9
0.00
5.77
i . 00
0.00
0.00
Iii
0.00
- 5.29
0.00 00
i . 00
0.00
-32.56
10
5
10
0.00
5.;39
0.00
i i.00
0.00
1:9.28
11
0.00
-•4.91
0.00 00
i i.00
0.00
-67.49
6
Iii
0.00
2.69
0.00
0.00
i . 00
295.02
11
0.00
- :.:i.. 22
.0 . i 0
0.00
0,i 0
-265.58
7
10
0.00 00
6.73
0.00
i.00
0.00
32.56
11
0.00
-6„26
0.00 00
0.00
0.00
45.36
.11
5
11
0.00
6.93
0.00
0 .iii ►
0.00
67.49
12
0.00
-5.39
i . 00
0.00
0.00
6.47
6
.1.1
0.00
5.36
0.00
0.00
0.00
265.58
12
0.00
--3.82
0.00
0.00
0.00
-216.47
7
11
0.00
7.7:_,
0.00
0.00
0.00
-45.36
12
0.00
-6.19
0.00 00
i i.00
0.00
128.87
EMD OF LATEST ANALYSIS RESULT**
73. FINISH
END OF STAAD-IIT
* K k DATES= AUG 3 , 199:: TIME= 17: 1: 5
K FOR QUESTIONS ON STAAD-III/ISUS, CONTACT:
RESEARCH ENGINEERS, INC AT (714) 974-2500
*
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