09-1206 (PAT)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
Property Address:
APN:
Application description:
Property Zoning:
Application valuation:
//Applicant:
09-00001206'
48250 VISTA
649 -530 -037 -
PATIO COVER
LOW DENSITY
3830
c&ty�, 4 sCP Q" -
BUILDING & SAFETY- DEPARTMENT
BUILDING PERMIT
CALICO
- RESIDENTIAL
RESIDENTIAL
Architect or Engineer:
GuR.T, s rz . S�u�s
Owner:
MAGUIRE GEORGE O
C/O GEORGE O MAGUIRE
930 TAHOE BLV NO 802
INCLINE VILLAGE, NV 89
Contractor:
SANTUCCI BUILDERS IN
72529 BEAVERTAI STR
PALM DESERT, CA 26
(760)578-7757
Lic. No.: 820801
VOICE (760).777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date:. 12/04/09
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:
LQPE%NIIT
of La Quinta, its officers, agents and employees for any act or omission related to the work being -
performed under or following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is not commenced
within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject
permit to cancellation.
I certify that I have read this application and state that the above information is correct. I agree to comply with all
city and county ordinances and state laws relating to bui ing construction, and hereby authorize representatives
ofthis c�oyumty t Qenntyerr upon the above-mentioned proper" for inspection purp e . r
Date: I " l W Signature (Applicant or Agent): ��
LICENSED CONTRACTOR'S DECLARATION
WORKER'S COMPENSATION DECLAR ION
" 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 Bu ness and Professionals Code, and my License is in full force and effect.
I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
License Class: B License No.: 820801
_
- for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
/ !� �7 ontractor:w�
issued.
_ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
VDate:
VV r.
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 at I am exempt from the Contractor's State License Law for the
Carrier EXEMPT Policy Number EXEMPT
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
3700 of he Labor ode, I shall forth i comoly.with those provisions.
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by
I
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:
Date: _ pplicant:
(_ 1 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and
the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The
WARNING: FAILURE TO SECURE W
RKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
SUBJECT AN EMPLOYER TO CRI
AL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
and who does the work himself or herself through his or her own employees, provided that the
DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
improvements are not intended or offered for sale. If, however, the building or improvement is sold within
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
one year of completion, the owner -builder will have the burden of proving that he or, she did not build or
improve for the purpose of sale.). -
APPLICANT ACKNOWLEDGEMENT
(_ 1 I, as.owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
conditions and restrictions set forth on this application.
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed
1. Each person upon whose behalf this application is made, each person at whose request and for
pursuant to the Contractors' State License Law.).
whose benefit work is performed under or pursuant to any permit issued as a result of this application,
- ( ) I am exempt under Seca , B.&P.C. for this reason
the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
Date:
Owner`
CONSTRUCTION LENDING AGENCY
I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the
work for which this permit is issued (Sec. 3097, Civ. C.).
Lender's Name: _
Lender's Address:
LQPE%NIIT
of La Quinta, its officers, agents and employees for any act or omission related to the work being -
performed under or following issuance of this permit.
2. Any permit issued as a result of this application becomes null and void if work is not commenced
within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject
permit to cancellation.
I certify that I have read this application and state that the above information is correct. I agree to comply with all
city and county ordinances and state laws relating to bui ing construction, and hereby authorize representatives
ofthis c�oyumty t Qenntyerr upon the above-mentioned proper" for inspection purp e . r
Date: I " l W Signature (Applicant or Agent): ��
Application Number . . . . . 09-00001206.
Permit, PATIO COVER PERMIT
Additional desc . 288 SF TRELLIS Q REAR OF PROPT
Permit Fee 63.00 Plan Check Fee
40.95
Issue Date Valuation . . .".
3830
Expiration Date 6/02/10
Qty" Unit Charge Per
Extension
BASE FEE
45.00
2.00 91.0000 THOU BLDG 2,001-25,000
18.00
-----_-_____e=
Special Notes and Comments-
11.5 FTX 25FT (288 SF) X LOFT HGT
FREESTANDING TRELLIS PER ENGINEERED"
PLANS. "(REAR YARD LOCATION) 2007 CODES.
_ Other Fees BLDG STDS"ADMIN (SB1473)
1.00
STRONG.MOTION (SMI) -. RES
.50"
Fee summary Charged Paid Credited
Due
Permit Fee Total. 63.00 .00 00
63.00
Plan Check Total 40.95 .00 .00
40.95
Other Fee Total 1.50 .00 .00
1.50
Grand Total 105.45 .00 .00
105.45
LQPERDIIT'
-
Bin # �<
9
City of La Quinta
Building & Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
ppk,
Project Address: q0460 WAR Wtio
Owner's Name: Cam- f e
A. P. Number: 37
Address: Q' - Z fo th !-�o ewfiC0
Legal Description: tot 3 7 M8 2 i'9 G 7 % 7e 2 Q306
City, ST, Zip: CQ &,V,,* f. Cj q Z Z S 3
Contractor: o/e s-kq
Telephone: 76 D - 7 7 / ' 7; 1 '
z .
Address:
Project Description:
City, ST, Zip:
c�l0 h ff l7
hone:
CityLic. #;
woad
oCdl6rTel
State Lic. # :
oe
ll! f e,% bO/^J
Arch., Engr., Designer. &.1 I fop /TI e G4;.l�it
Address: 7d. PPO F/'e %! 4 ' ,a"• dk, 47
/
1 • y )C vJ p
City., ST, Zip:A?14, deGv( C4 IZZ40
Telephone:76O I T G 73 3'51
�V ''ya:.
,r
`
Construction Type: Ocarpancy: i2 - r
State Lic. #: C 3f°`'�"':
Project circle one New Add'n Alter Repair Demo
Name of Contact Person: CV*- s�► we
Sq. Ft.:
# Stories:
# Units:
Telephone # of Contact Person: 7(p o
Estimated Value of Project: g�
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Recd
TRACKING PERMIT FEES
Plan Sets
Pian Check submitted'
1 iljl Item Amount
Structural Cales.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
i, Plan Check Balance.
Tide 24 Calcs.
Plans picked up X-C an
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2" Review, ready for correction ue
Electrical
Subeontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
'`' Review, ready for correctionsTssue
Developer Impact Fee
Planning Approval
Called Contact Person
A.LP.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees Oq-
l��f ��p�y'syae
RANCHO LA QUIN TA
IIVIf\.STER 'AJSOCIATION
Architectura.Control Committee
CIO
December 3, 2009
-Mr. and Mrs. George Maguire
48-250 Vista Calico
La Quinta, CA 92253
Re: 48-250 Vista Calico
Approval of Submission ,
The Architectural Committee reviewed .your submission for an addition of a wood
Patio Trellis'cover. The submission as presented is approved upon condition ot.
1
The Committee requires thefiollowing:
• Height of the cover/trellis can be no higher than the existing roof eave sill
plate.
• All work is to be done in accordance with all applicable requirements of
-governmental entities, including the City of La Quinta and in accordance with
all Homeowners Association architectural guidelines and governing
documents.
If applicable, a Cit of La ''
• pp y Quinta building permit be obtained and copy
fiurnished to the Association prior to commencement of work..
•. • No access from the Golf Course may be used.
The wood .must be painted the same as the existing residence.
• New columns must match theexisting precast columns.
When the work has been finished, please return "Notice of Completion," to the
Association Office. The Association's architectural consultant will perform a final
inspection after receipt of such notice; when verification ,of the approved plan
modifications have been concluded, your Security Depositwill be processed for
refund:
Thanking you in advance and if any questions please do not hesitate to call me at the
on-site office 777.8807:
SinterI/
G .
Mary E. Wa er, CCAM
Association General Manager C ��
760:777.8807 fax 760.777.8961
Email.: mwalker(a drminternet.com
cc: Architectural Comm.
79-285 RANCHO LA QHINTA DI:. • LA QMwrA, CA 92253 • 760-777-8807 • FAX 760-777-8961.
NIAILING- P.O. BON 6419 • LA QUINTA, CA 92218-6=1.19
T: "♦ ICY � - . ' - .. ,
Trellis Members; 24x8 r.s.
by Weyerhaeuser 2 PCs of 3 1/2" x 7 1/4" 1.7E Solid Sawn Douglas Fir #1
TJ -Beam® 6.35 Serial Number.
User.2 11117/2M5:02:39PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
Page 1 Engine Version: 6.35.0
CONTROLS FOR THE APPLICATION AND LOADS LISTED r
Member Slope: 0M2 Roof SlopeOH2 Overall Dimension: 11'6"
8. S.
All dimensions are horizontal!. Product Diagram Is Conceptual
LOADS:
Analysis is for a Header (Flush Beam) Member. Tributary Load Width: 3'4" w
Primary Load Group - Roof-(psf): 20.0 Live at 125 % duration, 15.0 Dead
SUPPORTS:
Input Bearing Vertical Reactions Detail Other
Width Length- (Ibs)
Live/Dead/U pl ift/Total
1 Glulam or solid sawn lumber . 5.50" 1.50" 390 / 35710 / 746 By Others - Blocking: Shear 1 Pay 1 1/7'x 7 1/4" 1.5E
beam Blocking TirrberStrandO LSL
2 Glulam or solid sawn lumber . 5.50" 1.50" 390 / 357 / 0 / 746 By Others - Blocking: Shear 1 Py 1 1/2" x 7 1/4" 1.5E .
beam Blocking Tin-berStrandO LSL
See iLevel® Specifier'sBuilder's Guide for detail(s): By Others - Blocking: Shear Blocking
DESIGN CONTROLS:
Maximum Design Control Result Location
Shear (lbs) -524 -417 7613 Passed (5%) Rt. end Span 1 under Roof ADJACENT span loading
Moment (Ft -Lbs) 898 898 8304 Passed (11%) ' MID Span 1 under Roof ALTERNATE span bading
Live Load Defl (in) 0.015 0.268 Passed (U999+) MID Span 1 under Roof ALTERNATE span bading
-Total Load Defl (in) 0.027 0.313 Passed (U999+) MID Span 1 under Roof ALTERNATE span bading
-Deflection Criteria: STANDARD(LL:U360,TL:L/240). Additional checks follow. '
-Left Overhang: (LL: 0.200", TL:0.200" ).
-Right Overhang:(LL:0.200", TL:0.2091. y
-TL:0:313''
-Bracing(Lu): All compression edges (top and bottom) must be braced at 11'6" o% unless detailed otherwise. Proper attachment and positioning of lateral
bracing is required to achieve member stability.
-The allowable shear stress (Fv) has not been increased due to the potential of `splits, checks and shakes. See NDS for applicability of increase.
-Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not considered in this analysis.
-Analysis assumes continuous member. Lap joints, splices and finger joints significantly reduce member performance and have not been considered.
-The load conditions considered in this design analysis include alternate and adjacent member pattern loading.
-Design assumes adequate continuous lateral support of the compression edge. W
PROJECT INFORMATION:
OPERATOR INFORMATION -
Maguire Residence Trellis wAkan Curtis Shupe' re;. ARO
48250 Vista Calico CITY. OF LA Q U I 1 V TA C R Shupe, Architect
Rancho La Quinta CC 72-880 Fred Waring Drive
La Quinta,'Califarhia . BUILDING & SAFETY DEPT. Suite 15 VI,
w y. A l P R OVE D Palm Desert, CA 92260-9374 • O 1 88
!'01 Y Phone: (760)346-7354 /
FOR CONSTRUCTION cshupe�juno.com (P REN6 I/
Copyright ® 2009 by iLevel® Federal Way, WA. A "Q -OP tt��
cA�
DArE l2 D .1 BY E�. S
■
s
Trellis Members; 24x8 r.s.
by Weyerhaeuser
2 PCS of 3 1/2" x 7 1/4" 1.7E Solid Sawn Douglas Fir #1
TJ -Beam® 6.35 Serial Number.
User „1,7rzoo95M. '.43PM THIS PRODUCT
MEETS OR EXCEEDS THE SET DESIGN
.Page 3 Engine Version: 6.35.0
CONTROLS
FOR THE APPLICATION AND LOADS LISTED
Load Group: Primary Load Group
1' 8.7511 „ 8' 0.50" l' 8.75"
Max. Vertical Reaction Total (lbs)
746 - 746
Max. Vertical Reaction Live (lbs)
390 390
Required Bearing Length in
1.50(W) 1.50(W)
Max. Unbraced Length (in)
138: 138 138 138 138
Loading on all spans,
LDF = 0.90 1.0 Dead
Shear at Support (lbs)
-56 198 -198' 56 .
Max Shear at Support (lbs).'.
-107 ,250 -250 107 .
Member Reaction (lbs)
357 357
Support Reaction (lbs)
357 357
Moment (Ft -Lbs)
0 -93 409 -93 N/A
Loading on all spans, LDF `= 1.25
1.0.Dead + 1.0 Floor + 1.0 Roof
Shear at Support (lbs)
-115 410 -410 115
Max Shear at Support (lbs)
-223 518 -518 223
Member Reaction (lbs)
740 740
Support Reaction (lbs)
740 790
Moment (Ft -Lbs)
0 -.192 848 -192 0
Live Deflection (in)
-0.008 0.013 -0.008
Total Deflection (in)
-0.015 0.025 -0.015
ALTERNATE span loading on odd # spans, LDF = 1.25 1.0 Dead + 1.0 Floor + 1.0 Roof -
Shear at Support (lbs)
-115 304 -304 115
Max Shear at Support (lbs)
-223 384 -384 223
Member Reaction (lbs)
606 606
Support Reaction (lbs)
606 606
- Moment (Ft -Lbs)
0 -192 579 -192 0
Live Deflection (in)
-0.002 0.005 -0.002
Total Deflection (in)
-0.010 0.017 -0.010
ALTERNATE span loading on even # spans,
LDF = 1.25 1.0 Dead + 1.0 Floor + 1.0 Roof
Shear at Support (lbs)
-85 410 -410 85
Max Shear at Support (lbs)
-1.65 518 -518 165
Member Reaction (lbs)
683 683
Support Reaction (lbs),
683 683
Moment (Ft -Lbs)
0 -143 898 -143 N/A
Live Deflection (in)
-0.010 0.015 -0.010
Total Deflection (in)
-0.017 0.027 -0.017
ADJACENT span.loading over support
# 1, LDF = 1.25,'l.0 Dead + 1.0 Floor + 1.0 Roof
Shear at Support (lbs)
-115 417 -404 85
Max Shear at Support (lbs)
-223 524 =511 165
Member Reaction (lbs)
746 676
Support Reaction (lbs)
746 676
Moment (Ft -Lbs).
0 -192 873 -143 N/A
Live Deflection (in)
-0.008 0.019 -0.009
Total Deflection (in)
-0.016 0.026 -0.017
PROJECT INFORMATION:
OPERATOR INFORMATIOM
.Maguire Residence Trellis Addition
Curtis Shupe
48250 Vista Calico
C R Shupe, Architect
Rancho La Quinta CC
72-880 Fred Waring Drive
La Quinta, California
Sufte A-5
Palm Desert, CA 92260-9374
Phone: (760)346-7354
cshupe@juno.com
Copyright 0 2009 by iLevel®, Federal Way, WA. - -
Trellis Members; 24x8 r.s.
by Weyorhaeuser
2 PCS of 3 1/2" x 7 1/4" 1.7E Solid Sawn Douglas Fir #1
TJ-Beam® 6.35 Serial Number.
UsePage
wrneVesion:6.
THIS PRODUCT MEETS OR EXCEEDS THE SET
Page 4 Engine Version: 6.35.0
5.0
DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
ADJACENT span loading over support # 2, LDF = 1.25, 1.0 Dead + 1.0 Floor + 1.0 Roof
Shear at Support (lbs)
-85 404 -417 115
Max Shear at Support (lbs) -165 511• -524 223'
Member Reaction (lbs)
676 746 -
Support Reaction (lbs)
676 746 +
Moment (Ft-Lbs)
0 -143 873 -1920
Live Deflection (in)
-0.009 ' 0.014 -0.008
Total Deflection (in)
,'. -0.017 0.026 -0.016 A
PROJECT INFORMATION:'
OPERATOR INFORMATIOlt
Maguire Residence Trellis Addition
Curtis Shupe
48250 Vista Calico , -
C R Shupe, Architect
Rancho La Quinta CC
72-880 Fred Waring Drive
La Quinta, California
'Suite A-5
Palm Desert, CA • 92260-9374
Phone: (760)346-7354
cshupe@juno.com
Copyright 0 2009 by iLevel®, Federal Way, WA.
.� � - � • ark ..
Trellis Members; 2-4x8 r.s.
by Weyorhaeuser
T.6Bearne 6.35 Serial Number: 2 PCS of 3 1/2" x 7 1/4" 1.7E Solid Sawn Douglas Fir #1
User.2 „/17200g5M. :42 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
Paget Engine Versions 8.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED
ADDITIONAL NOTES:
-IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel® warrants the sizing of its poducts by this software will be
accomplished in accordance with iLevel® product design criteria and code accepted design values. The specific product application, input design loads, and
stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel® Associate:
-Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability.
-THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with
2001 NDS methodology.
-Allowable Stress Design methodology was used for Building Code IBC analyzing the solid sawn lumber material listed above.
-Note: See iLevel® Specifier's/Builder's Guide for multiple ply connection.
Operator Notes:
light dead load/full live load
f
s
PROJECT INFORMATION: OPERATOR INFORMATION:
Maguire Residence Trellis Addition Curtis Shupe
48250 Vista Calico C R Shupe, Architect
Rancho La Quinta CC 72-880 Fred Waring Drive
La Quinta, California Suite A-5
Palm Desert, CA 92260-9374
Phone: (760)346-7354
cshupe@juno.com
Copyright 0'2009 by iLevel®, Federal Way, WA.
Trellis Members; 24x8 Cs.
by Weyerhaeuser
2 PCS of 3 1/2" x 7 1/4" 1.7E Solid Sawn Douglas Fir #1
Ti -Beare® 6.35 Serial Number.
UserPage
""'aoos5°r.35.0 THIS PRODUCT MEETS OR EXCEEDS
Page4 Engine Version: 6.35.0
THE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
ADJACENT span -loading over support
# 2, LDF = 1.25, 1.0 Dead + 1.0 Floor + 1.0 Roof
Shear at Support (lbs)
-85 ,404 -417 115
Max Shear at Support (lbs)
-165 '511 -524 223 .
Member Reaction (lbs)
676' 746 _
Support Reaction (lbs)
676 746
Moment (Ft -Lbs)
0, -14.3 873 -192 0
Live Deflection ' (in)
r,-0.009 0.014 -0.008
Total Deflection (in) _
-0.017 0.026 -0.016. ..'
'
.
F
s
i
• - r3 ,
PROJECT INFORMATION:
OPERATOR INFORMATION:
Maguire Residence,Trellis Addition
Curtis Shupe
48250 Vista Calico
'" C R Shupe, Architect
Rancho La Quinta CC ;�
72-880 Fred Waring Drive
La Quinta, California
Suite A-5
"
Palm Desert, CA. 92260-9374
.. #:.
Phone: (760)3464354
cshupe@juno.com
p @juno.com ,
Copyright 0 2009 by iLevel®, Federal Way,. WA.
- •->`
d
Trellis Members; 2-4x8 r.s.
by Weyorhaeuser
2 PCs Of 3 1/2" x 7 1/4" 1..7E Solid Sawn DOugfas Fir #1
TJ -Beam® 6.35 Serial Number:
user.2 11/17/200951)2:43PM THIS PRODUCT
Page Engine
MEETS OR EXCEEDS THE SET DESIGN
Version: 6.35.0 CONTROLS
FOR THE APPLICATION AND LOADS LISTED
Load Group: Primary Load Group
1' 8.7511. ^ 8' 0.50,, 1' 8.75"
Max. Vertical Reaction Total (lbs)
746 746
Max. Vertical Reaction Live (lbs)
390. 390
Required Bearing Length in
1.50(W) 1.50(W)
Max. Unbraced Length (in)
138 138 138 138 138
Loading on all spans,
LDF = 0.90 , 1.0 Dead
Shear at Support (lbs)
-56 198 1 -198 56
Max Shear at Support (lbs)
-107 250 -250 107
Member Reaction (lbs)
357 357
Support Reaction (lbs)
357 357
Moment (Ft -Lbs)
0 -93 409 -93 N/A
Loading on all spans, LDF = 1.25
1.0 Dead + 1.0 Floor + 1.0 Roof
Shear at Support (lbs)
-115 410 -410 115
Max Shear at support (lbs)
-223 518 -518 223
Member Reaction (lbs)
740 740
Support Reaction (lbs)
740 740
Moment (Ft -Lbs)
0 -192 848 -192 0
Live Deflection (in)
-0.008 0.013 -0.008
Total Deflection (in)
-0.015 0.025 -0.015
ALTERNATE span loading on. odd # spans, LDF = 1.25 1.0 Dead + 1.0 Floor + 1.0 Roof
Shear at Support (lbs)
-115 304 -304 115
Max Shear at Support (lbs)
-223 384 -384 223
Member Reaction (lbs)
606 606
'Support Reaction (lbs)
606 606
Moment (Ft -Lbs)
0 -192 .579 -192 0
Live Deflection (in)
-0.002 0.005 -0.002
Total Deflection (in)
-0.010 0.017 -0.010
ALTERNATE span loading on.even # spans, LDF = 1.25 1.0 Dead + 1.0 Floor + 1.0 Roof
Shear at Support (lbs)
-85 _410 -410 85
Max Shear at Support (lbs)
-165 518 -518 165
Member Reaction (lbs).
683, 683
Support Reaction (lbs)
683 683
Moment (Ft -Lbs)
0 -143 898 -143 N/A
Live Deflection (in)
-0.010 0.015 -0.010
Total Deflection (in)
-0.017. 0.027 -0.017
ADJACENT span loading over support ,#
1,.LDF 1.25, 1.0 Dead + 1.0 Floor + 1.0 Roof
Shear at Support'(lbs)
-115 417 -404 85
Max Shear at Support (lbs)
-223 524 -511 165
Member Reaction (lbs)
746 _ 676
Support Reaction (lbs)
746 676
Moment (Ft -Lbs)
0 -192 873 -143 N/A
Live Deflection (in)
-0.008 0.014 -0.009
Total Deflection (in)
-0.016 0.026 -0.017
PROJECT INFORMATION:
OPERATOR INFORMATION:
Maguire Residence Trellis Addition
Curtis Shupe
48250 Vista Calico
C R Shupe, Architect
Rancho La Quinta CC
72-880 Fred Waring Drive
La Quinta„ California
Suite A-5
Palm Desert, CA 92260-9374
Phone: (760)346-7354
cshupe@juno.com
Copyright 0 2009 by iLevel®, Federal Way, WA.
-
IZI
m
6x14 beams 24' span
by Weyerhaeuser 5 1/2" x 13 1/2" 1.6E Solid Sawn Douglas Fir #a
TJ -beam® 6.35 Serial Number.
User:2 ,ZPMM4:043213M ;THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
Page, Engine Version: 6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED
Member Slope: 0/12 Roof SlopeO/12
•
u ;U
24'
All dimensions are horizontal Product Diagram :is Conceptual.
LOADS:
Analysis is for a DropyBeam Member. Tributary Load Width: 4'
Primary Load Group - Roof (psf): 20.0 Live at 125 % duration, 15.0 Dead
SUPPORTS:
_ Input Bearing Vertical Reactions (Ibs) Detail Other
Width Length Live/Dead/UplifVTotal
1 Glulam or solid sawn lumber beam 5.50" Hanger 960 / 932 / 0 /1892 Custom Detail Custom Accessory
2 Glulam or solid sawn lumber beam 5.59' ,Hanger 960 / 93210 /1892 Custom Detail Custom Accessory �•
-User specified custom detail for support: 1.2.
DESIGN CONTROLS:
Maximum Design Control Result Location
Shear (Ibs) 1819 -1642 10519 Passed (16%) Rt. end Span 1 under Roof loading
Moment (Ft -Lbs) 10500 10500 23493 Passed (45%) MID Span 1 under Roof loading
Live Load Defl (in) 0.283 0.769 Passed (U978) MID Span 1 under Roof loading
Total Load Def! (in) - 0.558 1.154 Passed (U496) MID Span 1 under Roof loading
-Deflection Criteria: STANDARD(LL:U360,TL•L/240).
-Bracing(Lu): All compression edges (top and bottom) must be braced at 24' o/c unless detailed otherwise. Proper attachnent and positioning of lateral
bracing is required to achieve member stability.
-The allowable shear stress (Fv) has not been increased due to the potential of splits, checks and shakes. See NDS for s:pplicability of increase.
-Analysis based on vertical loads only and assumes structural supports as noted in the input. Axial loads are not consideed in this analysis.
-Design assumes adequate continuous lateral support of the compression edge.
ADDITIONAL NOTES:
-IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel® warrants the sizing of its products by this software will be
accomplished in accordance with iLevel® product design criteria and code accepted design values: The specific product application, input design loads, and
stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel® Associate
-Not all products are readily available. Check with your supplier or iLevel® technical representative for product availability.
-THIS ANALYSIS FOR iLevel® PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Solid sawn lumber analysis is in accordance with
2001 NDS methodology.
-Allowable Stress Design methodology was used for Building C 1N a yzi g the solid sawn lumber material listed above.
Operator Notes: U
light dead loadtfull live load OF �' EPT.
C SAFETY D
• BU1Lp1NG & �D
APP® oN
PROJECT INFORMATION FOR CO�STavCT1 OPERATOR INFORMATION
Maguire Residence Trellis Add
48250 Vista Calico,
Rancho La Quinta CC
La Quinta, California
pACE 1`
Copyright ® 2009 by iLevel®, Federal Way, WA.
D:\Program Files\Trus Joist\TJ-Beam\Job Files\maguire trellis 6x16.sms
v
Curtis Shupe
C R Shupe, Architect
72-880 Fred Waring Drive
Suite A-5
Palm Desert, CA 92260-9374
Phone: (760)346-7354
cshupe@juno.com'
y 6x14 beams 24' span •'
by Weyerhaeuser 5,1/2" x 13 1/2" 1.6E Solid Sawn Douglas Fir #1
TJ -Beam® 6.35 Serial Number:' '
User:2 1Z'&2 os4:04:36PM .THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
Paget Engine Version: 8.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED
Load Group: Primary Load Group
^ 23' 1.00"
Max. Vertical Reaction Total (lbs) 1892 1892
Max. Vertical Reaction Live (lbs) 960 960
Required Bearing Length in 1.50(W) 1.50(W)
Max. Unbraced Length (in) . 288 `
Loading on all spans, LDF = 0.90`, 1.0 Dead
Shear at Support (lbs) 809 -809
Max Shear at Support (lbs) 896 -896
Member Reaction (lbs) 896 896
Support Reaction (lbs) 932 932
Moment (Ft -Lbs) 5171
Loading on all spans, LDF = 1.25 1.0 Dead + 1.0 Floor + 1.0 Roof
Shear at Support (lbs) 0 1642 , -1642
Max Shear at Support (lbs) 1819 -1819 '
Member Reaction (lbs) " 1819 1819
Support Reaction '(lbs) 1892 1892
Moment (Ft -Lbs) 10500 '
Live Deflection
(in) 0.283
Total Deflection (in) 0.558 '
PROJECT INFORMATION: OPERATOR INFORMATION:
Maguire Residence Trellis Addition Curtis Shupe
48250 Vista Calico ' C R Shupe, Architect'
Rancho La Quinta CC 72-880 Fred Waring,Drive
La Quinta, California Suite A-5 ~
" Palm Desert, CA 92260-9374 ,
Phone: (760)34&7354
t
' cshupe@juno.com
Copyright-@ 2009 by iLevel®, Federal Way, WA. �
D:\Program Files\Trus.Joist\TJ-Beam\Job Files\maguire trellis 6x16.sm3 -