0302-106 (PAT) Structural CalcsREV►SE �
SOn Ports r ®�
International Inc..
CITY OF LA QUINTA
BUILDINGA SAFETY DEPT.
A�?PROVED
FOR CONSTRUCTION
DAM—�1)03rw
STR`UCTURAIL: CA;LCU-LLATIOIVS
PROJECT: LA QUINTA. RESORT
LA QUINTA, CA
STRUCTURE: 29' X 400-X" 13' ENTRY HIPIROOF
MODULE
MARCH 209 2003
(REVISED)
Simports International, Inc
Shade Solutions for Everything under the Sun
�QROFESS/p,4/
C �� c
LU
No. C 13537 a
V . _\ /4-,
PARAMETERS AND ASSUMPTIONS:
STRUCTURAL STEEL AND FOUNDATION DESIGN.:
1) CODES: CBC 2001 & ASD Latest Edition Edition.
2) SOFTWARE: RISA -31) Version 4.5b.
3) LOADS:
A) DEAD LOAD: Selfweight is calculated by the program.
B) LIVE LOAD: 10 psf applied to the plates
C) WIND: Ce = 1.06 (Exposure C)
Cq = 0.9 outward / 0.3 inward
qs = 16.4 psf (80 mph)
I = 1.0
D) SEISMIC:
Seismic loads are usually much smaller than Wind loads for light structures like
these shade frames and will not control the analysis and design.
4) SOILS PARAMETERS:
We are assuming the following minimum values:
- End Bearing Pressure: 1500 psf at a depth equal or greater than 3 ft.
- Skin Friction: 60 psf applicable below the first two feet of pier depth.
- Allowable Lateral Bearing Pressure: 200 psf/ft at ground level.
These conditions shall require that the footings remain free of accumulated
rainwater and that positive drainage away from them is provided. The footing
shall be located at least 12 inches below undisturbed soil.
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. SohAWn: EmeloOe
Sunports International Inc, 29X40X13 HIP March 20, 2003
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Sunports International Inc, 29X40X13 HIP March 20, 2003
JM 3:05 PM
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Loads: BLC 3, WIND X
Solution: Envelope
Sunports International Inc,
JM
551
29X40X13 HIP
March 20, 2003
3:05 PM
29X40x13 HIPAd
Solullon: Envelope I
Sunports International Inc,
JM
551
29X40X13 HIP
March 20, 2003
3:06 PM
29X40x13 HIPAd
Resuss for LC 1, DL -LL I
Sunports International Inc,
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551
29X40X13 HIP
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March 20, 2003
3:08 PM
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Sunports International Inc,
29X40X13 HIP
March 20, 2003
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Solution: Envelope
Sunports International Inc,
29X40X13 HIP
March 20, 2003
JM
3:06 PM
551
29X40x13 HIPAd
KING ENGINEERS, a division of Title: POLIGON Job #
DUDEK & ASSOCIATES' Dsgnri KKING Date: 1:20PM, 3 APR 03
Description
10 E. Vine'Street, Suite,214
Redlands :CA 92373,, Scope
(909) 793-3858 fax (909) 798-3766
�Rey: 560000er.KW-060937,�er5.6.0,2sep2oo2 PoleEmbedment in SoilPage 1
1983-2002 ENERCACC Engineering Software c:1ec551poligon.ecw Calculations
Description SUN PORTS LA QUINTA RESORTS
General
Allow Passive "
Max Passive
Load duration factor
Pole is Circular
Diameter
Restrained @ Surface
Moments @ Surface...
Point load
Distributed load
With Surface Restraint...
Req'd Depth
Pressure @ Base...
Actual
Allowable
Surface Restraint Force
100:00 pd
Applied Loads...
1,500.00 Psf
Point Load
1,560.00 lbs
1.330
distance from base
7.000 ft
24.000 in
Distributed Load
0.00 #/ft
distance to top
8.000 ft
distance to bottom
0.000 ft
10,920.00 ft-# Total Moment 10,920.00 ft-#
0.00 Total Lateral 1,560.00 lbs
5`588 ft ^. V
7.43.18.psf
743.18 psf
4,206.38. lbs
O� • H •c �.
Q
w Y No. C 13537
d EXP. 3-31-2005
. W 4,3,r>-;5
I&
F
2 "-L2.'. 17-J" RIDGE 906-1083
181-1 10 EXTENSION, RAFTER 9100-1063:1
ITEM MEASURE DIMENSION DESCRIPTION DRAWING No
APPLICATION
.... . ... .. ...
C
Copyright
Sun Ports Intemstlonal Inc.
2=
sun Ports
Intemational. Inc.
8319 Chancellor Row
Dallas, TX 75247
(214) 905-9500
Project
La Quanta Resort
Project code:
SPI -03-M015
Plan dnd4ile name:�
1-70 0=117116:
Locatloh:
La Quints
OWnew;
86h -Ports Intemati6nal Inc.
Data:
March, 2003
C6ntentx
Design:
,SPI j
Prawn by:,, =id.�r
. �` e ,
-- - -
OUILDING & SAFEN'DEPT.
APPROVED
FOR CONSTRUCTION
)ATEAZI?
29'x 40' HIP
''Jrl"'
001
TOP LEVEL
1.0
6-
900-1083-d01
RIDGE
APPLICATION
STANDARD PART
111-7
2.0
5
900-1073-001
CROSSPIECE
STANDARD PART
4.0
4
900-1063-001
EXTENSION, RAFTER
STANDARD PART
"Ll"
4.0
3
900-1053-001
RAFTER
STANDARD PART
4.0
2
700-1718-001
COLUMN
REF
1
700-1717
OUTLINE DWG
QTY
TEM
INO.
PART NO.
DESCRIPTION
MATERIAL
SPI No
NOTES
WT/LBS
PARTS LIST
-- - -
OUILDING & SAFEN'DEPT.
APPROVED
FOR CONSTRUCTION
)ATEAZI?
,-
y::1 -of I
f.
scale: Dimensions:
-None
Feet
Approved:
I FonvanfinnalSInnn,
(D- ITEM NO.
i2ITEM NO.
QTY
R&slcns
ussimETon I
29'x 40'HIP B For Approval
D
700-1716
E D C
29'x 40' HIP
''Jrl"'
001
TOP LEVEL
ffl 3- ENTRY
DASH NO.
NEXT ASSY
i
-USED ON
APPLICATION
,-
y::1 -of I
f.
scale: Dimensions:
-None
Feet
Approved:
I FonvanfinnalSInnn,
(D- ITEM NO.
i2ITEM NO.
QTY
R&slcns
ussimETon I
29'x 40'HIP B For Approval
D
700-1716
E D C
.- F
T
13'
61
i
40'
FRONT VIEW
PLAN VIEW
W
T
13'
I
C
QPpFESSIONq
VA R
C-9 C, 135
37 j0
t EXP . 3-31-20" 1
SIDE VIEW
OUTLINE DRAWING
700-1717
Copyright
Sun Ports International Inc.
Zoog
Sun Ports
International. Inc.
8319 Chancellor Row
Dallas, TX 75247
1(214) 9055,9500
Project:
La Quinta Resort
Project code:
SPI-03-M0I5
Plan and file name:
700-1717.dwg
Location:
La QuInta
CA
Owners:
Sun Ports Internaflonall Inc,
Date:
March, 2003
Contents:
Design:
SPI
Fo-;&- by:
EFe;7-5b7y
�. MaMift
F. Pena
Sheet
1 of 2
Scale:
Dimensions:
None
Feet
Approved:
Conventional Signs:
AN
(D- MEM NO.
n'r-M NO.
QTY
Revisions
R-- Description I Date:
AI For Approval
B
c
D
r
3
STEEL COLUMN
F
PIER DETAIL
E
C
0
GENERAL NOTES
STRUCTURAL STEEL
ALL STRUCTURAL STEEL SHALL BE A.S.T.M. A-36. ALL PIPE SHALL BE
ASTM A-500 GRADE B UNLESS OTHERWISE NOTED (SEE MATERIAL INFORMATION ON
DRAWINGS).
STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH
A.I.S.C. SPECIFICATIONS.
ALL SHOP AND FIELD WELDS SHALL BE EXECUTED IN ACCORDANCE WITH THE LATEST EDITION
OF THE AMERICAN WELDING SOCIETY SPECIFICATIONS.
ALL WELDS SHALL BE CONTINUOUS WHERE LENGTH IS NOT GIVEN, UNLESS OTHERWISE
SHOWN OR NOTED ON DRAWINGS.
ALL WELDS SHALL DEVELOP THE FULL STRENGTH OF THE WEAKER MEMBER. ALL WELDS
SHALL BE MADE WITH E70XX ELECTRODES.
ALL STEEL TUBING SHALL BE TRIPLE COATED FOR RUST PROTECTION USING THE
IN-LINE ELECTROPLATING FLO COAT PROCESS.
TUBING SHALL BE INTERNALLY COATED WITH ZINC AND ORGANIC COATINGS TO
PREVENT CORROSION.
R. L-
SHOP.CONNECTIONS SHALL BE WELDED UNLESS,NOTED OTHERWISE.
FIELD CONNECTIONS SHALL BE AS INDICATED ON THE DRAWINGS. _ c
ALL FILLET WELDS SHALL BE 1/4 UNLESS OTHERWISE NOTED NO �' 1 2p05
ly SO.33
1ALL BOLTS MUST BE STAINLESS STEEL PER ASTM F593, ALLOY GROUP 1 OR 2.
ALL
L NUTS MUST BE STAINLESS STEEL PER ASTM F594, ALLOY GROUP 1 OR 2.
ALL ANCHOR BOLTS SHALL BE HOT DIPPED GALVANIZED PER ASTM -A-36.
)UL STR'6CTURAL STEEL EXCEPT EMBEDDED ITEMS,.SHALL WPAINTED WITH ONE SHOP
f OAT (2.5 TO 3.5 M. THICK MIN) U.V. INHIBITED WEATHER RESISTANT POWDER COAT.
WIRE,.ROPE SHALL BE 1/4" NOMINAL DIAMETER (7x7) STRAND AND CORD AS ..
PRODUCED BY BRODERICK AND BASCOM ROPE COMPANY. THE NOMINAL STRENGTH
.16.,.6.00 0*. POUNDS.
PROVIDE THE NECESSARY FITTINGS REQUIRED,FOR PROPER SECURING OF THE
WIRE ROPE AS PRODUCED'BY CROSBY GROUP.,'INC.
ALL ANCHOR BOLTS SET IN NEW CONCRETE SHALL BE 1" DIAMETER X 1'-6" MIN. ASTM A-307.
REINFORCED CONCRETE
D
CONCRETE WORK SHALL BE EXECUTED IN ACCORDANCE WITH THE LATEST EDITION OF THE
AMERICAN CONCRETE INSTITUTE BUILDING CODE.
CONCRETE SPECIFICATIONS PER SPEC. SECTION 03300, AND DETAILED PER PLANS, SHALL BE AS FOLLOWS:
- 28 DAY STRENGTH: 2500 PSI
-AGGREGATE: HR
-SLUMP: 35
- PORTLAND CEMENT SHALL CONFORM TO C-150
- AGREGATE SHALL CONFORM TO ASTM C-33
ALL REINFORCEMENT SHALL CONFORM TO ASTM A-615 GRADE 60
REINFORCING STEEL SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH
THE LATEST ACI DETAILING MANUAL AND CRSI MANUAL OF STANDARD PRACTICE
NEW FOUNDATION DOES NOT REQUIRE TO BE TIED INTO THE EXISTING SLAB
700-1717
Project
La Quinta Resort
Project code:
SRI -03-M015
Plan and fie namw
700-ii7.dwg
Location'`
Le Quinta
CA
Owners:
Sun PortsInternational Inc.
Date.
March, 2003
Contents:
Design:
SPI
Drawn bj :
Checked by:
J. Margarito
F. Pena
tidet:'2of2
F
Scale: Dimensions:
None Feet
'Approved:
Conventional Signs:
10-- REM N0.
1
3
In
-003
031
2
4"
-004
E D C B A
R2"; 4 PL
2
18'-2 3/8"
1
4' 1' 0
2'
-002
1
3
700-1718-004
TUBE
0 3 1/2" 8 GA
international. Inc.
8319 Chancellor Row
Dallas, TX 75247
1
2
700-1718-003
PLATE, TOP
1/2" THK
Plan and file name:
700-1718.dwg
Location:
1
1
700-1718-002
TUBE
HSS 7 x 7 x 1'/4" THK
March, 2003
Contents:
OTY
ITEM
PART NO.
I
DESCRIPTION
I
MATERIAL
i
SPI NO.
I
NOTESNO.
I
WT/LBS
PARTS LIST
FESSIOA/
R.
Y o: C 1353?
d �XP.3-3i-2pQ5 �"3'
PERSPECTIVE VIEW
COLUMN
700-1718
.. - , . -,711
cower
Sun Ports International Inc
2003 .
Suri forts
international. Inc.
8319 Chancellor Row
Dallas, TX 75247
(214) 9059500
Pmject
La Quinta Resort
Project wde:
SPI-03-MO15
Plan and file name:
700-1718.dwg
Location:
La Quanta
CA
Owners:
Sun Ports International Inc.
Date: .
March, 2003
Contents:
Design:
SPI
Drawn by
Checked by:
J. Marganlo
F. Pena
Sheet'
71
Scale:
Dlmenslons:
None
Feet
Approved:
Conventonal Signs:
(1 REM NO.
1 ITEM NO.
OTr
Revisions
Rev.I Desmon I Date:
A I For Approval I
aI I
�I I
Df I
01
'5%I
Iml
--
"L1"
-002
SWAGE TO
0 3 5/8"
6"
Qn, ESSIO/V4,
� H R. 2
m
U-1 Y �o, C 13537
d s=XP. 3 31-12.1305
WELDING PROCEDURE
TOLERANCING B DIMENSIONING
STANDARD PIAT
1.0
1
900-1063-002 TUBE
04" 8 GA
EXT. RAFTER
QTY
ITEM NO.
PART NO. DESCRIPTION
MATERIAL SPI NO.
NOTES
WT/LBS
PARTS LIST
--
"L1"
-002
SWAGE TO
0 3 5/8"
6"
Qn, ESSIO/V4,
� H R. 2
m
U-1 Y �o, C 13537
d s=XP. 3 31-12.1305
WELDING PROCEDURE
TOLERANCING B DIMENSIONING
STANDARD PIAT
SPECIFICATION: AWS 01.1(')
UNLESS OTHERWISE SPECIFIED
EXT. RAFTER
WELDING PROCESS: GMAW
DIMENSIONS ARE IN INCHES
Sun Ports'
TYPE: SEMI-AUTOMATIC
TOLERANCESARE:
Intemational, Inc.
CONTENT=
FILLER META L' ER7ose
FRACTIONS
! 1r8"
8318 Chancellor Raw
TX 75247
EXTENSION RAFTER (RE)
FOR ANGULAR MEASURE:
Dallas,
PROTECTIVE COATING
t 1,
(214) 905.9500
ONE SHOP COAT (2.5 TO 3.5 M.
THICK MIN) U. V. INHIBITED
DRAWN IN
SIZE FILE No STANDARDPAR No R
9P -w
WEATHER RESISTANT POWDER
DON NOT SCALE DRAIMNGS
J. MARGARITO
900_1063 RE/400/1- 0
(See Welding Procedure
COAT.
COAT.
CNECKEDBT
Specification Manual)
PENA
DATE November, 02 =NEE I ort
�- ...
-3 - ...
2---- �.. .
9"
04"
L
CUT AS REQUIRED TO FORM
SMOOTH TRANSITION
-003 SHOWN
-004 OPPOSITE
10"
SWAGE TO
035/9'
6„
CUT AS REQUIRED TO FORM
A SMOOTH TRANSITION
-002
i
A
VIEW B -B
1.0
3
900-1074-004
TUBE No 3
0 4" 8 GA
1.0
2
900-1074-003
TUBE No 2
0 4" 8 GA
1.0
1
900.1074-002
TUBE No 1
OW' 8 GA
QTY
ITEM
PART NO.
DESCRIPTION
MATERIAL SPI NO. NOTES WT/LBS
UNLESS OTHERWISE SPECIFIED`
CROSSPIECE
'
PARTS LIST
i
8'
---- I ..--6 —4
TOP VIEW:
B
jA
C
26.8° -Quo -� H q X � �t
L Y No. C 1353
VIEW A -A P. 3-31 2005 E
VIEW C -C
WELDING PROCEDURE
TOLERANCING 8 DIMENSIONING
STANDAROPART
SPECIFICATION: AWSD1.1(1)
UNLESS OTHERWISE SPECIFIED`
CROSSPIECE
'
WELDING PROCESS: GMAW
DIMENSIONS ARE IN INCHES
5�� �Or}�
,
TYPE SEMI-AUTOMATIC
TOLERANCESARE:
Intemational. Inc.
coNTEws
-
FILLER METAL: ER70S-6
FRACTIONS
8319 Chancellor Rav
*1/8,
Dallas. TX 75247
CROSSPIECE, 3 WAY (CR)
(.)
PROTECTIVE COATING
FOR ANGULAR MEASURE
(214) 905-9500
SP -0)O(
ONE SHOP COAT (2.5 TO 3.5 M.
±1*
(See Welding Procedure
THICK MIN) U.V. INHIBITED
DRAWN
J. MARGARITO
IL AN No RE`/
C 900-1073 CR3/400 0
Specification ManuapW
RESISTANT POWDER
DON NOT SCALE DRAWINGS
CNECKEDw
AT.HER
F. PEVA
I
DATE December. 02 -SHEET t oft
5----- ----9-
— 3--- - - -
- - - 2
. . .