BRES2015-0085 Truss CalcsCITY . o E -�
BUILDING & SAFETY DEPT
'1� �,l N
FOR CON RUC
DATE
17
. 4 J. : CTS 6•
.909
t• -Vista, Ck,'92083
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Crry OF LA QUINTA TOMEI
COMMUNnY �.: / •MElif
VI MALLORCA
LA.,Jwo%UINTA'CA
RESIDENCE'
T440
Ply: 1
SEQN: 251005/ T75 / SCIS
TOMEI RESIDENCE TOMEI RESIDENCE
Qty: 14
FROM: SGH
DRW:
A SCIS
Wgt: 161.0 lbs
/ ... 02/10/15
676 11'2"9 15'6" 19'97 24'2"10 31'
6'9"6 4'5"3 4'3'7 4'3"7 ., 45"3 6'9"6
D =6X6
12
4 ,3X4 C Ea3X4
.n - ,3X4 B FIQ3X4
in
J =10X10
3X6(F9) K3X4=3X
3X6(F9) A � =3X6( 9)
�=
M 12X4 a 1112X4
3X6(F9)
0 2 � .
12
10 4'6"15 4'6"15 4'3"7 67"10
Tr:
T'10 10'11"1 15'6" 20'0"15 24'4"6 31'
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct NA CAT: NA PP Deflection in loc Udefl U# Loc R /U / Rw / Rh / RL /W
TCDL: 14.00 Speed: 110 mph Pf: NA ` Ce: NA VERT(LL): 0.495 J 744 240 M 1392 / - /1175/- / 149 /5.5
BCLL: 0.00 Enclosure: Open Clear Lu: NA Cs: NA VERT(TL): 1.726 J 213 180 G 1392 / - /1175/- / - /5.5
BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.226 H '- Wind reactions based on C&C
Des Ld: 44.00 EXP: C HORZ(TL): 0.789 H M Min Brg Width Req = 1.5
NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 G Min Brg Width Req = 1.5
Soffit: 2.00 TCDL: 8.4 psf Bldg Code: CBC 2013 Res Max TC CSI: 0.754 Bearings M & G are a rigid surface.
Load Duration: 1.25 BCDL: 6.0 psf TPI Std: 2007 Max BC CSI: 0.752
Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: No Max Web CSI: 0.983 Maximum Top Chord Forces Per Pty (Ibs)
C&C Dist a: 3.00 ft FT/RT: 20.0%(0.0%)/0(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp.
GCp!: 0.00 Plate Type(s): A - B 0 -6M D - E 0 -4353
Wind Duration: 1.33 WAVE VIEW Ver. 13.02.06.0219.19 B - C 0 -5547 E - F 0 -5547
Lumber C- D 0 -4353 F- G 0 -6228
Top chord 2x4 DF-L#1 y
Bot chord 2x6 DF-L Maximum Bot Chord Forces Per Pty (Ibs)
F-L SS(g)
Webs 2x4 DF-L Standard(g) Chords Tens.Comp. Chords Tens. Comp.
' , '
Plating Notes A- L 5948 0 J- 1 5262 0
Connectors in green lumber (g) designed using L - K 5968 0 I - H 5968 0
NDS/TPI reduction factors. K - J . 5252 0 H - G 5948 0
Purlins Maximum Web Forces Per Ply (Ibs)
r
In lieu of structural panels or rigid ceiling use purlins Webs Tens.Comp. Webs Tens. Comp.
to laterally brace chords as follows:
91
91
27 J - E 0 -1135
Chord Spacing(in oc) Start(ft) End(ft) L-13
BC 120 0.15 30.85 - K -648 E - I 385 0
Apply purlins to any chords above or below fillers `• ' K - C 385 0 I - F 38 -651
at 24" OC unless shown otherwise above. C - J 0 -1135 F - H 91 -Z7
+' D - J 2420 0
Loading
-
ESS�pNq
Bottom chord checked for 10.00 psf non-concurrentOQ�Qf
live load. ON M
Wind
Member design based on both MWFRS and C&C. r"
} 0028710
JTgl C1\A\1 giitallly
O�A\
016
'OF CA1�F
09-30-
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, b TPI SBCA) r
ane safety practices prior to performing these functions. Installers shall provide temporary
bracin Der SCSI. Unless noted o herwise,top chord shall have goperigY attached structural sheathin and bottom hord ¢Ball have a properly
attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins�alled per BCI sections B3, B7 or 810,
as applicable. Apply plates to each face of Wss and position as shown above and on the JoinCDetails, unless noted otherwise. (tefer to
drawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,an failure to build the truss in conformance
with ANSI 41 1, 8r for ha dling h' in installation and bracing of•trusses. A seal on this draw Ii tin
, or cover ppacctts this drawingg
indicates acceptance o' pro ssponalq enggsneering res�onsib!lity solely for the design shown. The sui3a6i% an% use of th3
drawing for any structure is the responsibl"rty of the Building Designer per AlSI/TPI gSec.2.
For more information see this'ob's general notes a e and these web sites: ITWBCG: www.i .com; TPI: www. inst.o • SBCA: www.slacindustry.00ME ICC: www.iccsafe.o
T440
Ply: 1
SEQN: 251021 / T77 / GABL
TOMEI RESIDENCE TOMEI RESIDENCE
Qty: 1
FROM: SGH
I
DRW:
BG STUB GABLE
Wgt: 176.4 lbs
Page 1 of 2
/
... 02/10/15
'- '-''i 'T7f 2�322-" If
H 16-"-1 F 9'r-II--1°1
14" 14
257287
1-
3''6"
1--11114
57" 8310'111413714163 1418'11 4217 142431426'11 14297
,4" f I ." -I I
,414" ,,4.,;
,4
,.4"
L =4X4
K
J M N
3p
H I O P
T
F G Q
R
E
D
S
T
B C
U
V
—3X4(A1)
1I A AS
37 {
W=3XT(62)
8'14
AR AQ AP AO AN AM AL AK AJ Al AF AE AD AC
AB AA Z Y
X
1 —5X AG
30'6'
2'11" 1'4" 1'4" 1'4" 1'4" 1'4" 1'4" 1'4" 1'4" 1'4" 1'4"
-2-6-„-
I- z,,,--i'4 -8f -,a,�FI F
F"14I-'4I 17"II-'-4"13"II ,811 F1-4-1 27.
6-—'24
111--43'3-2211
23I '41
F2-1 '41
27.iI
--'''"
-I
1'4"-II
T7
1411-203
2--3
31'6"
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSl Criteria
♦ Maximum Reactions (lbs), or •=PLF
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct NA CAT: NA PP Deflection in loc L/defl L/#
Loc R /U / Rw
/ Rh / RL
/W
TCDL: 14.00 Speed: 110 mph Pf: NA Ce: NA VERT(LL): 0.006 AR 999 95
AS-2799 / - /2327/- / 135
/366
BCLL: 0.00 Enclosure: Open Clear Lu: NA Cs: NA VERT(TL): 0.021 AR 563 90
Wind reactions based on C&C
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.001 C - -
AS Min Brg Width Req = -
Des Ld: 44.00 EXP: C HORZ(TL): -0.004 C
Bearing AS is a rigid surface.
NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0
Soffit: 2.00 TCDL: 8.4 psf Bldg Code: CBC 2013 Res Max TC CSI: 0.089
Maximum Top Chord
Fontes Per Ply (lbs)
Load Duration: 1.25 BCDL: 6.0 psf TPI Std: 2007 Max BC CSI: 0.107
Chords Tens.Comp.
Chords
Tens. Comp.
Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: No Max Web CSI: 0.033
A - B 91 -64
L - M
75
-54
C&C Dist a: 3.00 ft FT/RT: 20iO%(O.0%)/O(0) Mfg Specified Camber.
B - C 70 -50
M - N
67
-45
GCp!: 0.00 Plate Type(s): I
C - D 71 -45
N-0
58
-37
Wind Duration: 1.33 WAVE VIEW Ver. 13.02.06.0219.19
D - E 63 -42
O - P
50
-29
Lumber
E-F 58 -38
P-Q
50
-23
Top chord 2x4 DF-L
t(g)
F-G 58 -35
Q-R
51
-26
Bot chord 2x4 DF-L 1&Be )
G - H 58 -32
R - S
51
-29
Webs 2x4 DF-L Standd ard(g)rd(g)
H -1 58 - 29
S - T
54
- 32
1-1 58 -37
T - U
61
-36
Plating Notes
J - K 67 -45
U - V
66
-39
Connectors in green lumber (g) designed using
K - L 75 -54
V - W
77
-51
NDS/TPI reduction factors.
All plates are 2X4 except as noted.
Maximum Bot Chord Forces Per Pty (lbs)
Chords Tens.Comp.
Chords
Tens. Comp.
Purlins
A-AR 129 -171
AH-AG
54
-88
In lieu of structural panels or rigid ceiling use purlins
AR-AQ 65 -93
AG-AF
53
-87
to laterally brace chords as follows:
Chord Spacing(in oc) StEnd(ft)
AQ-AP 66 94
AF-AE
53
86
0.00
BC 75 0.00 31.466
AP-AO 66 -96
AE-AD
53
-85
Apply purlins to any chords above or below fillers
AO-AN 66 -97
AD-AC
53
-84
at 24" OC unless shown otherwise above. pf EJS/Q
AN-AM 67 -99
AC-AB
53
-83
QR N.Q
Loading �,0 N �.
AM-AL 67 -100
AL-AK 67
AB-AA
AA-Z
53
-82
-101
AK-AJ 67 -101
Z - Y '
52
52
-81
-79
Bottom chord checked for 10.00 psf non-concurrent �w� Q�
live load. _ �,
AJ-AI 67 -102
Y - X
52
-77
C9
AI-AH 67 -103
X-W
51
-71
Wind CO280
Member design based on both MWFRS and C&C:
Maximum Gable Forces Per Ply (Ibs)
Left cantilever is exposed to wind *
Gables Tens.Comp.
Gables
Tens. Comp.
Additional Notes �%9j CIVtL 0��, DigitallysealedB-AR
25 -196
AG-M
13
-102
See DWGS Al 1515ENC1002012, GBLLETIN0212, & EUF CA�Fe
C-AQ 10 -57
AF-N
13
-91
GABRST100212 for more requirements. F.�P
D-AP 13 -95
AE-O
13
-91
o�6
09-30 2
E -AO 13 -91
AD- P
13
-92
F-AN 13 -91
AC-Q
13
-91
G-AM 13 -91
AB-R
13
-91
H-AL 13 -92
AA-S
13
-91
1-AK 13 -91
Z-T
13
-92
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition
Component Safety Information, by TPI SBCA) t
of BCSI (Building
an c7 safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI.. Unless noted o){herwise,top chord shall have proper )Yy attached structural sheathing and bottom gftord shall have a progerrly
attached riggid ceillnp. Locations shown for Permanent lateral restraint Of webs shall have bracingg installed per SCSI sections B3, B7 or 610,
as appllcab�e. Apply places to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to
drawings 160A-Z for standard plate positions.
ITW Buildiqn4 Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance
with ANSI/TP1 1, r for handling, shipping, instpilatiori and bracing of trusses. A seal on this drawing or cover ppaccl1e listing this drawingg�
indicates acceptance of proTessionaT en neering responsibility sole for the design shown. The sutta6ility and use of thi3
drawing for any structure s the responsiblity of the Building Designer er ANSI/ TPI gSec.2.
For more information see this job's Aeneral notes page and these web sites: ITWBCG: wwwAybog.00m TPI: www. insLo SBCA: www.sbcindu .com; ICC: wwwAocsafe.o
r
T440 Ply: 1 SEON: 251021 / T77 / GABL '
TOMEI RE_ SIDENCE , Qty: 1 " FROM: SGH DRW:
BG STUB GABLE Wgt: 176.4 lbs Page 2 of 2 / ... 02/10/15
J -AJ 13 - 91 Y - U 11 -84
K -AI 13 -102 X -V 23 -126
L -AH 0 . -97
itallysealed
Feb.11,2015 FC
FkP 09-30-2��0 4
a
—WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS -
Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI anc7 WTCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracin Per BCSI. Unless noted o�herwise,top chord shall have property attache structural sheathing and bottom hord shall have a property
attach�a rigid ceiling. Locations shown for rrnanent lateral restraint bf webs s all have bracing ins ]led per BC I sections B3, B7 or 810,
as applicable. Apply plates to each face of truss and position as shown above and on the Joinf"Details, unless noted otherwise. kefer to
drawings 160A -Z for standard plate positions.
ITW Buildingq Components Group Inc. shall not be responsible for am deviation from this drawing,any failure to build the truss in conformance
with ANSIl7P1 1, r for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pang listing this drawing,
Indicates acceptance of ProTessionar engineering responsibility solei for the design shown. The sui 6i�ity an use of this
drawing for any structure is the responsibility of the Budding Designer per ANSIrrPI 9Sec.2.
Far more information see this'ob's general notes page and these web sites: ITWBCG: www.i .com• TPI: www.tpinsLoMm WfCA www.sbcindu .com& ICC: www.iocsare.o -
T440
Ply: 1
SEQN: 251015 / T76 / COMN
TOMEI RESIDENCE TOMEI RESIDENCE
Qty: 4
FROM: SGH
DRW:
B STUB COMN
Wgt: 137.2 Ibs
/ ... 02/10/15
8712 167 23'8'4 31'6"
r
8'9"12 T TS"4 TS"4 + T9"12
1
2 D=5X6
T3 t
`
o -_3X4 C E=3X4
_
'a
v g
=3X6�C6X4 W2 F 3X4
=3X4(C6 A
G=3X.8
1I
III 4 =5X8 1112)
J I H
r 1r
1 30'6"
TT' TT' T8„
16'3" 23'10" 31'6"
4
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R /U / Rw / Rh / RL
/W
TCDL: 14.00 Speed: 110 mph Pf: NA Ce: NA VERT(LL): 0.224 1 999 240 A 1451 / - /12061- / 135 /5.5
BCLL: 0.00 Enclosure: Open Clear Lu: NA Cs: NA VERT(TL): 0.777 1 465 180 G 1349 / - / 1121 / _
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.057 H - - Wind reactions based on C&C
Des Ld: 44.00 EXP: C HORZ(TL): 0.196 H A Min Brg Width Req = 1.5
NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 G Min Brg Width Req = -
Soffit: 2.00 TCDL: 8.4 psf Bldg Code: CBC 2013 Res Max TC CSI: 0.731 Bearing A is a rigid surface.
Load Duration: 1.25 BCDL: 6.0 psf TPI Std: 2007 Max BC CSI: 0.886
Spacing: 24.0 ", MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: No Max Web CSI: 0.891 Maximum Top Chord Forces Per Ply (Ibs)
C&C Dist a: 3.00 ft FT/RT: 20.0%(0.0%)/0(0) Mfg Specified Camber. Chords Tens.Comp. Chords
Tens. Comp.
GCpi: 0.00 Plate Type(s): A - B 0 -1239 D - E
0 - 2715
Wind Duration: 1.33 WAVE VIEW Ver: 13.02.06.0219.19 B - C 0 -3598 E - F
0 -3750
Lumber C- D 0 -2710 F- G
68 -3793
Top chord 2x4 DF-L #1&Bet.(g)
Bot chord 2x4 DF-L #1&Bet.(g) Maximum Bot Chord Forces Per Pty (Ibs)
Webs 2x4 DF-L Standard(g) Chords Tens.Comp. Chords
Tens. Comp.
:W2, W4 2x4 DF-L #1 &Bet.(g):
A - J 3441 0 I - H
3596 0
:Lt Slider 2x4 DF-L Standard(g): BLOCK LENGTH = 2.333' J-1 3437 0 H - G
3602 0
:Rt Slider 2x4 DF-L Standard(g): BLOCK LENGTH = 2.333'
Maximum Web Forces Per Ply (Ibs)
Plating Notes
Webs Tens.Comp. Webs
Tens. Comp.
Connectors in green lumber (g) designed using
NDS/TPI reduction factors. A-13 49 -2510 D - I
748 0
J- C 244 0 I- E
52 -1065
Purlins C-1 76 -899 E- H
257 0
In lieu of structural panels or rigid ceiling use purlinsQf EJlto
a
to laterally brace chords as follows: Q(><S�QNq
Chord Spaclng(in oc) Start(ft) End(ft) c`� N M
BC 120 0.00 31.50
Apply purlins to any chords above or below fillers ti 4
at 24" OC unless shown otherwise above. - C�
Hangers / Ties C�2�
Hanger support required, by others. �►
*
Loading fl CM
Bottom chord checked for 10.00 psf non-concurrent' .qJ O�l igitally sealed
live load. of CN ��C Feb. 11, 2015
�X�'.0930-
Wind
09302Member
Member design based on both MWFRS and C&C. r
Left cantilever is exposed to wind
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlingg shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, byy TPI and SBCA) foP safety to these functions. Installers
practices prior performing shall provide temporary
bracing per BCSI. Unless noted otherwise,top chord shall have property attached sVuctural shpathinp and bottom hord shall have a property
attaches rigid ceiling Locations shown for Aennanent lateral restraint yf webs shall have brawngg installed per BCI sections 63, B7 or 870,
as applicable. Ap Ty plates to each face of truss and position as shown above and on the JoinTDetails, unless noted otherwise. {2efer to
drawings 160A-Z for standard plate positions.
ITW Buildincl Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance
with ANSI 41 1, or for handling• installation
shipping, and bracing of trusses. A seal on this drawing or cover cafe Iistincithis drawin
Indicates acceptance of pro essiona en ineering responsibility solely for the design shown. The sufta6ility anTl use of thl
drawing for any structure is the responsibility of the Building Designer per ANSI/TPI QSec.2.
For more information see this mob's general notes page and these web sites: ITWBCG: www.i .00mE TPI: www. insl o • SBCA: www.abcindustry.00mm ICC: www.iocsafe.o
T440
Ply: 1
SEQN: 251025 / T78 / COMN
TOMEI RESIDENCE TOMEI RESIDENCE
Qty: 4
FROM: SGH
DRW:
B1 STUB COMN
Wgt: 121.8 Ibs
/ ... 02/10/15
t 8'9"12 16'3" 23,8"4 256"
t 8'9"12 f' 7-5..4 7-5,.4 1'9"12 'I
D= 5X6
12
3 C::—
::—s3X4
:—:::3X4C E 3X4
F 4X6
a T
B
=3X6(06 X4 W2
l =2X4(06 N
714
1112X4 =5X8 =4X6 II2X4
J I H G
f Z 24'6"
8'8" 77" 7 8' 121 6 4
8'8" 16'3" 23'11"12 25 6"
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct NA CAT: NA PP Deflection in lot Udefl L/# Loc R /U / Rw / Rh / RL /W
TCDL: 14.00 Speed: 110 mph Pf. NA Ce: NA VERT(LL): 0.122 C 999 240 A 1190 / - /988 / - 1122 /5.5
BOLL: 0.00 Enclosure: Open Clear Lu: NA Cs: NA VERT(TL): 0.421 C 692 180 G 1077 / - /896-
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.026 G - - Wind reactions based on C&C
Des Ld: 44.00 EXP: C HORZ(TL): 0.091 G A Min Brg Width Req = 1.5
NCBCLL: 10.00 Mean Height: 15.00 it Code / Misc Criteria Creep Factor. 2.0 G Min Brg Width Req = -
Soffit: 2.00 TCDL: 8.4 psf Bldg Code: CBC 2013 Res Max TC CSI: 0.520 Bearing A is a rigid surface.
Load Duration: 1.25 BCDL: 6.0 psf TPI Std: 2007 Max BC CSI: 0.648
Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: No Max Web CSI: 0.862 Maximum Top Chord Forces Per Ply (Ibs)
C&C Dist a: 3.00 ft FT/RT: 20.0%(0.0%)/0(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.00 Plate Type(s): I A - B 0 -877 D - E 0 -1723
Wind Duration: 1.33 WAVE VIEW Ver. 13.02.06.0219.19 B - C 0 -2730 E - F 0 -840
Lumber C - D 0 -1721
Top chord 2x4 DF-L #1 &Bet.(g)
Bot chord 2x4 DF-L #1&Bet.(g) Maximum Bot Chord Forces Per Pty (Ibs)
Webs 2x4 DF-L Standard(g) Chords Tens.Comp. Chords Tens. Comp.
:W2, W4 2x4 DF-L #1 &Bet.(g):
A , J 2606 0 I - H 931 0
:Lt Slider 2x4 DF-L Standard(g): BLOCK LENGTH = 2.333' J-1 2601 0 H - G 1 0
Plating Notes Maximum Web Forces Per Pty (Ibs)
Connectors in green lumber (g) designed using : Webs - Tens.Comp. Webs Tens. Comp.
NDS/TPI reduction factors.
A- B 67 -2066 I- E 712 0
Purlins J- C 263 0 E- H 40 -851
In lieu of structural panels or rigid ceiling use purlins C-1 44 .-1030 H - F 1280 0
to laterally brace chords as follows: D-1 386 0 F - G 0 -1102
Chord Spacing(in oc) Start(ft) End(ft) e,
BC 120 0.00 25.50
Apply purlins to any chords above or below fillers EJSIQNq
at 24" OC unless shown otherwise above. OQ�9f
Hangers / Ties
Hanger by � d
support required, others.
0028710
Loading
Bottom chord checked for 10.00 psf non-concurrent �!
live load *
Windfl QVA A��� igitalrysealed
Feb. 11, 2015 .
Member design based on both MWFRS and C&C. F OF IC A���
Right end vertical not exposed to wind pressure. ��A
09-30-1W(C)
Left cantilever is exposed to wind
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI SBCA)
an cJ for safety practices prior to performing these functions. Installers shall provide temporary
bracin er BCSI. Unless noted otherwise,top chord shall have proper )vV attached structural sheathing and bottom chord shall hav a properly
attach),frigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, �7 or 810,
Apply
as applicable. plates to each face of truss and position as shown above and on the Join T Details, unless noted otherwise. kefer to
drawings 160A-Z for standard plate positions.
ITW BuildingQ Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance
with ANSI/1P1 1, r for handlin shi pin , inst Ilation and bracing o trusses. A seal o this drawing or cover paf II tin this drawfnq'
indicates acceptance of pro�'esstPonal engineering res ponsibility solei for the design shown. The sup J ity anti use of tnQ
gSec.2.
drawing for any structure is the responsiti lty of the Building Designer ler ANSVTPI
For more information see this mob's general notes page and these web sites: ITWBCG: www.i .com• TPI: www. inst.o ; SBCA: www.sbcindu .00m• ICC: www.iCasafe.o
T440
Ply: 1
SEQN: 251028 / T79 / GABL
TOMEI RESIDENCE TOMEI RESIDENCE
Qty: 1
FROM: SGH
DRW:
B1G STUB GABLE
Wgt: 151.2 lbs
Page 1 of 2
.. / ...
02/10/15
57" 8'3" 10'11" 137" 16'3"
18'11" 217"
24'3"
2'11" 4-3"6-11" 9'7" 12'3" 14'11" 177"
f'
20'3" 22'11"
25'6"
2,11,. 1-4„ — 4" 1,4„ �,4„ 1-4„
1,4„ 1,4„
1-3-
-3-L=4X4
L 4X4
K
M
T 12 J
N
C:----
3 I
0
H
pq
G
F
R
E
S
v
C °
T
. e
= 2X4(A1)
AAL
N
F14 0 8 U b1
AK AJ At A A A E AD AC AB AA
Z Y X
V
=5X5
24,6„
L� 11:: 14„ '1 1—"� i t�l
2'1 1" 4'3" „ 6'11" „ 9'7" 12'3' 4 14'11" 177"
1-4"
20'3" 4 22'11"
25'6"
u ��
f '1 f � �
� f �
4
57" 8�'3" 10'11" 137" 16'3"
18'11" 217"
24'3"
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria
♦ Maximum Reactions (Ibs), or'=PLF
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R /U / Rw
/ Rh / RL /W
TCDL: 14.00 Speed: 110 mph Pf: NA Ce: NA VERT(LL): 0.007 AK 999
95 AL-2266 / - /1884/-
/ 122 /294
BCLL: 0.00 Enclosure: Open Clear Lu: NA Cs: NA VERT(fL): 0.024 AK 503-90
Wind reactions based on
C&C
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.002 R -
- AL Min Brg Width Req = -
Des Ld: 44.00 EXP: C HORZ(TL): -0.007 C
Bearing AL is a rigid surface.
NCBCLL: 10.00 Mean Height: 15.00 It Code I Misc Criteria Creep Factor. 2.0
Soffit: 2.00 TCDL: 8.4 psf Bldg Code: CBC 2013 Res Max TC CSI: 0.081
Maximum Top Chord Forces Per
Pty (Ibs)
Load Duration: 1.25 BCDL: 6.0 psf TPI Std: 2007 Max BC CSI: 0.140
Chords Tens.Comp.
Chords
Tens. Comp.
Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: No Max Web CSI: 0.030
A - B 111 -109
J - K
65
-62
C&C Dist a: 3.00 ft FT/RT; 20.0%(0.0%)/0(0) Mfg Specified Camber.
B - C 92 -93
K - L
64
-59
GCpi: 0.00 Plate Type(s):
1 C - D 91 -85
L - M
60
-55
Wind Duration: 1.33 WAVE VIEW Ver. 13.02.06.0219.19
D - E 84 -82
M - N
51
-46
Lumber
E-F 77 -78
N-0
42
-38
Top chord 2x4 DF-L #1&Be11
F - G 70 - 75
O - P
34
- 30
Bot chord 2x4 DF-L .(g))
G - H 66 -72
P-0
25
-22
Webs 2x4 DF-L Standard(g)
Standard(g)
H - I 66 -68
Q - R
16
-15
1 - J 66 -65
R - S
13
-8
Plating Notes
Connectors in green lumber (g) designed using
Maximum Bot Chord Forces Per Pty (Ibs)
NDS/TPI reduction factors.
Chords Tens.Comp.
Chords
Tens. Comp.
All plates are 2X4 except as noted.
A -AK 209 -216
AC-AB
105
-122
Purlins -
AK-AJ 104 -113
AB-AA
105
-123
AJ-AI 104 -115
AA- Z
2
- 8
In lieu structural panels or rigid ceiling use purlins
AI-AH 104 -116
Z - Y
2
-7
al
to laterally brace chords) follows:
AH-AG 104 -117
Y - X
2
-6
Chord Spaclng(in oc) Start(ft) End(ft).50
BC 120 0.00 25lle
AG-AF 105 -119
X - W
1
-5
Apply purlins to any chords above or below fillers
AF-AE 105 -120
W-V
1
-4
at 24" OC unless shown otherwise above.
AE-AD 105 -121
V - U
1
-3
AD-AC 105 -122
U - T
1
-2
Loading
QRp4ESSI0N9
Bottom chord checked for 10.00 psf non-concurrent
�'
Maximum Web Forces Per Pty (lbs)
live load. ��� �N
Webs Tens.Comp.
Wind �,
S-T 4 -34
Member design based on both MWFRS and C&C.
Right end vertical not exposed to wind pressure.
Maximum Gable Forces Per Pty
(Ibs)
Left cantilever is exposed to wind
Gables Tens.Comp.
Gables
Tens. Comp.
Additional Notes J+ C10,\Q ..
l9l
B -AK 25 -197
C-AJ 12 -56
K -AB
L-AA
14
0
-101
O�� Feb�111,2otsd
See DWGS All 1515ENC1002012, GBLLETIN0212, & f OF C AL��
D -Al 13 -95
Z - M
13
-82
-102
GABRST100212 for more requirements. b
E -AH 13 -91
Y - N
14
-91
kP �9-30-21
F-AG 13 -91
X-0
13
-91
G-AF 13 -91
W-P
13
-91
H -AE 13 -92
V - Q
13
-92
-WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, byY TPI SBCA) fo'r
anc7 safety practices prior to performing these functions. Installers shall
bracin per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin� and bottom hord
provide temporarryY
shall have a propeify
attach�rigid ceiling Locations shown for pennanent lateral restraint 8f webs shall have bracing ins ailed per BCI sections 63, 67 or BB10,
as applicable. Apply plates to each face of truss
and position as shown above and on the JoinT Details, unless noted otherwise.
drawings 160A-Z for standard plate positions.
Refer to
ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance
with ANSI 11, or for handling, shipping, instpllation and bracing of trusses. A seal on this drawing or coverppm�e listinggthis drawingg
Indicates acceptance of ppro essiona engineering responsibility sole for the design shown. The suiTa6ility
gSec.2.
and use of this)
drawing for any structure is the responsibfiity of the Building Designer oar ANSI/TPI
For more information see this iob's neneral notes page and these web sites: ITWBCG: www.i .com; TPI: www. inst.o • SBCA: www.sbcindu
.mm• ICC: www.imsafe.o
t
T440 Ply: 1 SEAN: 251028 / T79 / GABL
TOMEI RESIDENCE Qty: 1 FROM: SGH DRW:
B1 G STUB GABLE Wgt: 151.2 lbs Page 2 of 2 / ... 02/10/15
J -AC 13 -91
'inn t A
A. ,. }
oQROf ESSCz
IpN�
0028710
- - sjglc CIry ���Q DDigitallysealed
oitCNV Feb. 11. 2015 -
R FkP �9-30-206
A
, r
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricat*n , handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and WTCA) for saf�ty practices Prior to performing these functions. Installers shall provide temporary
bracin per BCSI. Unless noted olherwise,top chord shall have gropej attached structural sheathing and bottom chord shall have a progeny
attach�d rigid ceiling Locations shown for permanent lateral restraint 0Of webs shall have bracing installed per BCSI sections B3, 87 or B10y
as applicable. Apply Agates to each face of truss and position as shown above and on the JoinCDataIIs, unless noted otherwise. {defer to
drawings 160A -Z for standard plate positions.
ITW Build*np Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance
with ANSI/TP1 1, r for hapolin% shipping, installation and bracing of trusses. A seat on this drawing or cover ppaccl1e listingg� this drra�wingg''
Indicates acceptance of pro essiona engrneering responsibility solely for the des*gn shown. The sulal3llity an use of thr8
drawing for any structure is the responsibility of the Building Designer iter ANSI/TPI TSec.2.
For more information see this job's neneral notes page and these web sites: ITWBCG: www.i .eom% TPI: www. inst.o ; WfCA: www.sbcindu .com; ICC: www.iccsafe.o
T440 Ply: 1 SEAN: 251044 / T81 / GABL
TOMEI RESIDENCE TOMEI RESIDENCE Qty: 2 FROM: SGH DRW:
CG GABLE Wgt: 88.2 lbs / ... 02/10/15
n
f 2'5"8 '1 1-4" 1 1'4'8 1 1'4" 1 1'4'8 + 9'4'8 10'5"8,
'4" 8 1 8 1
1 1'4" 1 1'4" 81 14" '1 1 '
1'4" 1 2'5"8
3 12
D
G= -4X4
iF 1' 17'3" 1
2'5"8 1 1'4" 1 1'4" 1 1'4" 1'4" 1'4" 1 1'4" 1 1'4" 1 1'4" 1'4" 1'4" 1 2'5"8
2'5"8 1 3'9"8 5'1"8 6'5"8 7'9"8 9'1"8 10'5"8 11'9"8 13'1"8 14'5"8 15'9"8 18'3"
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefi L/#
TCDL: 14.00
Speed: 110 mph
Pf: NA Ce: NA
VERT(LL): 0.004 N 999 95
BCLL: 0.00
Enclosure: Open Clear
Lu: NA Cs: NA
VERT(fL): 0.015 X 794 90
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.001 N - -
Des Ld: 44.00
EXP: C
102
HORZ(TL): -0.003 B
Code I Misc Criteria
NCBCLL: 10.00
Mean Height: 17.52 ft
Creep Factor. 2.0
Soffit: 2.00
TCDL: 8.4 psf
Bldg Code: CBC 2013 Res
Max TC CSI: 0.073
Load Duration: 1.25
BCDL: 6.0 psf
TPI Std: 2007
Max BC CSI: 0.080
Spacing: 24.0 "
MWFRS Parallel Dist: 0 to h/2
Rep Factors Used: No
Max Web CSI: 0.019
C&C Dist a: 3.00 ft
FT/RT: 20.0%(0.0%)/0(0)
Mfg Specified Camber:
GCpi: 0.00
Plate Type(s):
VIEW Ver. 13.02.06.0219.19
Wind Duration: 1.33
WAVE
Lumber
Top chord 2x4 DF -L #1&Bet.(g)
Bot chord 2x4 DF -L #1&Bet(g)
Webs 2x4 DF -L Standard(g)
Plating Notes
Connectors in green lumber (g) designed using
NDS/TPI reduction factors.
All plates are 2X4 except as noted.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 75 0.00 18.25
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Loading
�pf ESS A,
q
COQ N
M
Bottom chord checked for 10.00 psf non -concurrent
0
live load.Q-
Wind
t.7
Member design based on both MWFRS and C&C.
C�28Jt O
1
Left and right cantilevers are exposed to wind
* dl
Additional Notes
if►J CIO- \Q
See DWGS A11530ENC100212, GBLLETIN0212, 8
GABRST100212
igisealed
'9%E' �(��� Feb. 111'01
1 11, 2015
OF CN
for more requirements.
FSA
09-30-206
♦ Maximum Reactions (lbs), or •=PLF
Loc R /U /Rw /Rh /RL /W
Y' 1622 / - /1363/- / 80 /195
Wind reactions based on C&C
Y Min Brg Width Req = -
Bearing Y is a rigid surface.
Maximum Top Chord Forces Per Pty (Ibs)
Chords Tens.Comp. Chords Tens. Comp
A -B
101
-29
G -H
106
0
B -C
93
-15
H -I
106
0
C -D
102
-7
I -J
104
0
D -E
104
0
J -K
102
0
E -F
106
0
K -L
93
0
F -G
106
0
L -M
101
-14
Maximum Bot Chord Forces Per Pty (Ibs)
Chords Tens.Comp. Chords Tens. Comp
A -X
62 -186
S -R
19
-94
X -W
21
-87
R -Q
18
-92
W -V
21
-88
Q -P
18
-90
V -U
20
-90
P-0
18
-88
U -T
19
-92
O -N
17
-85
T -S
19
-94
N -M
32
-153
Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp. Gables Tens. Comp
B -X
24 -167
R -H
15
-103
C -W
12 -71
Q-1
14
-90
D -V
14 -94
P -J
14
-94
E -U
14 -90
0-K
11
-62
F -T
15 -103
N -L
24
-168
G -S
0 -124
"WARNING'* READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) toi safety practices prior to performing these functions. Installers shall provide temporary
bracin per BCSI. Unless noted oyherwise,top chord shall have proper)Y attached structural sheathing and bottom hord shall hav a properyy
attach�d rigid ceiling Locations shown for permanent lateral restraint Of webs shall have bradng installed per BCI sections B3, �7 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the JoingDetails, unless noted otherwise. (tefer to
drawings 160A -Z for standard plate positions.
ITW Buildincl Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in Conformance
with ANSI/TP1 1, pr for handling, shipping, installation and bracing of,trusses. A seal on this drawing or cover Par listin4this drawing
indicates acceptance of pro) sslonal engineering responsibility solely for the design shown. The suitability anTl use of th3'
drawing for any structure lathe responsibility of the Building Designer er ANSI/TPI gSec.2.
T440 Ply: 1 SEQN: 251039 / T80 / COMN
TOMEI RESIDENCE TOME[ RESIDENCE Qty: 19 FROM: SGH [DR:
C COMN Wgt: 77.0 Ibs / ... 02/10/15
5'5"4 9.1"8 12'9"12 18'3"
r• 5'5"4 r 3'8"4 } 3'8"4 + 5'5"4
I� ,
C =
3 4X4
T. 2X4 B D�2X4
v
N 1113X7 1113X7
3X5(A1) A E=3X4(A1)
314
3X7
F
1 16'3"
1'8" , 7'5"8 7'5"81'8"
1'8" + 9'1"8 + 16'7" '�' 18'3" ,
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct NA CAT: NA PP Deflection in loc L/defl L/# Loc R /U / Rw / Rh / RL /W
TCDL: 14.00 Speed: 110 mph Pf: NA Ce: NA VERT(LL): 0.149 D 999 240 A 813 /43 /934 / - /3348/5.5
BCLL: 0.00 Enclosure: Open Clear Lu: NA Cs: NA VERT(TL): 0.281 F 675 180 E 813 /43 /934 / - / - /5.5
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.069 F - Wind reactions based on C&C
Des Ld: 44.00 EXP: C HORZ(TL): 0.105 F " - A Min Brg Width Req = 1.5
NCBCLL: 10.00 Mean Height: 17.52 ft Code / Misc Criteria Creep Factor. 2.0 E Min Brg Width Req = 1.5
Soffit: 2.00 TCDL: 8.4 psf Bldg Code: CBC 2013 Res Max TC CSI: 0.356 Bearings A & E are a rigid surface.
Load Duration: 1.25 BCDL: 6.0 psf TPI Std: 2007 Max BC CSI: 0.983
Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: No Max Web CSI: 0.137 Maximum Top Chord Forces Per Ply (Ibs)
C&C Dist a: 3.00 ft FT/RT: 20.0%(0.0%)/0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.00 Plate Type(s): A - B 272 -1898 C - D 0 -1405
Wind Duration: 1.33 WAVE VIEW Ver. 13.02.06.0219.19 1 B - C 0 -1422 D - E 208 -1835
Lumber
Top chord 2x4 DF-L #1 &Bet.(g) Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord 2x4 DF-L #1&Bet(g) Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 DF-L Standard(g) A - F 2682 -1137 F - E 2145 600
:Lt Wedge 2x4 DF-L Standard(g):
:Rt Wedge 2x4 DF-L Standard(g):
Maximum Web Forces Per Ply (Ibs)
Plating Notes Webs Tens.Comp. Webs Tens. Comp.
Connectors in green lumber (g) designed using B - F 170 -346 F - D 226 403
NDS/TPI reduction factors.
C - F 337 0
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 70 0.00 18.25
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Loading oQ�Q4 ESSI'QNq
Truss transfers a maximum horizontal load of �� O(J M .
3350 # ( 183.56 plf ) along top chord, from either
direction, to supports where indicated. Diaphragm and ?�
connections are to be designed by Engineer of Record.
Drag Loads: Force(#) (PLF) Mbr Start End CO281 O
Case 1: 3350 183.56 TC 0.00 18.25
3350 BC 1.00 * �►
Bottom chord checked for 10.00 psf non-concurrent
live load.Cc CM gitally \F� Fen. zoos
ly sealed
Wind OF CA1
Member design based on both MWFRS and C&C. b
pg-30 Z .
Left and right cantilevers are exposed to wind
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI an r7 SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracih per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a property
attachotl rigid ceiling Locations shown for permanent lateral restraint Of webs shall have bracing ins ]led per BCSI sections 43, B7 or 810,
as applicable. Apply lates to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to
drawings 160A-Z for s�andard plate positions.
ITW Build in4 Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance
with ANSI g l 1, pr for handling shipping, installation and bracing9 of trusses. A seal on this drawing or cover pa4e listing this dr Ini
indicates acceptance of profiesslonar engineering responsibility solely for the desi n shown. The suitability an use o this'
drawing for any structure is the responsibility of the Building Designer per ANSI/TPI ( Sec.2.
For more information see this'ob's general notes pane and these web sites: ITWBCG: WwwAwbCQ.0om TPI: www. insto • SOCA: www.sbandu .00m& ICC: www.iccsafe.o
T440
Wind Criteria
Ply: 1
SEQN: 251049 / T82 / CHIP
TCDL: 14.00
TOMEI RESIDENCE TOMEI RESIDENCE
BCLL: 0.00
Qty: 2
FROM: SGH
Risk Category: II
DRW:
D HIP H6
NCBCLL: 10.00
Wgt: 70.0 lbs
Soffit: 2.00
TCDL: 8.4 psf
/ ... 02/10/15
BCDL: 6.0 psf
Spacing: 24.0 "
MWFRS Parallel Dist: 0 to h/2
u: NA Cs: NA
5,5„
911„1
GCpi: 0.00
15'
5'5” }
3'81
Top chord 2x4 DF -L #1&Bet.(g)
5'10"15
123
:Lt Slider 2x4 DF -L Standard(g): BLOCK LENGTH = 2.333'
:Rt Slider 2x4 DF -L Standard(g): BLOCK LENGTH = 2.333'
Plating Notes
Connectors in green lumber (g) designed using
NDS/TPI reduction factors.
Loading
Bottom chord checked for 10.00 psf non -concurrent
,4X6 C
#1 hip supports 5-10-15 jacks. Jacks are BC
D :6X8
Extend sloping top chord of truss and jacks to hip
rafter. Support extensions every 2.00 ft to flat TC.
Spacing of supports originates from #1 hip. Attach 2x4
lateral bracing to flat TC @ 32" OC with 2-16d Box or
Gun nails(0.135"x3.5",min.) and diagonally brace per
5� 3X4 B
cripples at 2-9-15 OC.
Purlins
In lieu of structural panels use purlins to brace all flat
E Z 3X4
9)
o,=3X6(C6)
Member design based on both MWFRS and C&C.
Left and right cantilevers are exposed to wind
C - D 215 -2493 D - E
=3X6(C6)
2X4(C6 I
Ver. 13.02.06.0219.19
A - B 0 -740 E - F
0 -820
Additional Notes
=2X4(C6)
B - C 200 -2602
Building designer is responsible for conventional
framing.
14
Maximum Bot Chord Forces Per Pty (lbs)
_=3X4
Tens. Comp.
11124
A - H 2759 -149 G - F
2560 -148
1'
13'
5'5"
5'5"
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 14.00
Speed: 110 mph
BCLL: 0.00
Enclosure: Open Clear L
BCDL: 10.00
Risk Category: II
Des Ld: 44.00
EXP: C
NCBCLL: 10.00
Mean Height: 17.12 ft
Soffit: 2.00
TCDL: 8.4 psf
Load Duration: 1.25
BCDL: 6.0 psf
Spacing: 24.0 "
MWFRS Parallel Dist: 0 to h/2
u: NA Cs: NA
C&C Dist a: 3.00 ft F
F 1182 /125 /186 / - / -
GCpi: 0.00
Duration: NA
Wind Duration: 1.33
Lumber
Top chord 2x4 DF -L #1&Bet.(g)
Bot chord 2x4 DF -L #1 &Bet.(g)
Webs 2x4 DF -L Standard(g)
:Lt Slider 2x4 DF -L Standard(g): BLOCK LENGTH = 2.333'
:Rt Slider 2x4 DF -L Standard(g): BLOCK LENGTH = 2.333'
Plating Notes
Connectors in green lumber (g) designed using
NDS/TPI reduction factors.
Loading
Bottom chord checked for 10.00 psf non -concurrent
live load.
#1 hip supports 5-10-15 jacks. Jacks are BC
supported. Corner sets are conventionally framed.
Extend sloping top chord of truss and jacks to hip
rafter. Support extensions every 2.00 ft to flat TC.
Spacing of supports originates from #1 hip. Attach 2x4
lateral bracing to flat TC @ 32" OC with 2-16d Box or
Gun nails(0.135"x3.5",min.) and diagonally brace per
DWG. BRCALHIP1213. Support hip rafter with
cripples at 2-9-15 OC.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 32" OC.
Wind
Member design based on both MWFRS and C&C.
Left and right cantilevers are exposed to wind
Snow
Pg:
Snow
Code
Bldg
TPI
Rep
Plate
WAVEVIEW
4'3"1 2
5'3"4
l
9,8"12 f
15'
Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (lbs)
NA Ct: NA CAT: NA
PP Deflection in loc Udefi L/#
Loc R /U / Rw / Rh / RL
/W
If. NA Ce: NA
VERT(LL): 0.083 D 999 240
A 1179 /125 /186 / - /12
/5.5
u: NA Cs: NA
VERT(TL): 0.293 D 512 180
F 1182 /125 /186 / - / -
/5.5
Duration: NA
HORZ(LL): 0.022 E - -
Wind reactions based on C&C
HORZ(TL): 0.078 E
A Min Brg Width Req = 1.5
I M!sc Criteria
Creep Factor: 2.0
F Min Brg Width Req = 1.5
Code: CBC 2013 Res
Max TC CSI: 0.603
Bearings A & F are a rigid surface.
Std: 2007
Max BC CSI: 0.721
Factors Used: No
Max Web CSI: 0.733
Maximum Top Chord Forces Per
Pty (Ibs)
T/RT: 20.0%(0.0%)/0(0)
Mfg Specified Camber.
Chords Tens.Comp. Chords
Tens. Comp.
Type(s):
C - D 215 -2493 D - E
198 -2669
Ver. 13.02.06.0219.19
A - B 0 -740 E - F
0 -820
Additional Notes
B - C 200 -2602
Building designer is responsible for conventional
framing.
Maximum Bot Chord Forces Per Pty (lbs)
Chords Tens.Comp. Chords
Tens. Comp.
A - H 2759 -149 G - F
2560 -148
H - G 2543 -152
Maximum Web Forces Per Pty (lbs)
Webs Tens.Comp. Webs
Tens. Comp.
A- B 314 -2008 D- G
205 0
H -D 56 -81 E -F
312 -1929
OQ�pf E�SIQN�
M
$ O
eb.11,2015
eb.11,2015
gTFOF CAS.\F��
Fk '09 -30 -
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI anc7 SBCA)1oi safety practices prior to performing these functions. Installers shall provide temporary
bracifl er BCSI. Unless noted oy erwise,top chord shall have propedY attached structural sheathing and bottom chord shall have a propeily
attach��rigld ceiling Locations shown for permanent lateral restraint yf webs shall have bracing installed per BCSI sections 63, 67 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the JoingDetails, unless noted otherwise. Refer to
drawings 160A -Z for standard plate positions.
ITW Buildingq Compponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance
with ANSI/TP1 1, or for handling shipping, installation and bracing of trusses. A seal on this drawmg or cover page listin this drawing
indicates acceptance of pro ess ona enggineering responsibility solely for the des i n shown. The sulc ility an use of thQ'
drawing for any structure is the responsibi ity of the Building Designer per ANSUTPI IpSec.2.
For more information see this'ob's general notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinst.org; SBCA: www.sbcindusW.com: ICC: www.iccsafe.oro
T440 Pty: 1 SEQN: 251057 / T83 / COMN
TOMEI RESIDENCE TOMEI RESIDENCE Qty: 9 FROM: SGH DRW:
D1 COMN Wgt: 61.6 Itis / ... 02/10/15
4'9"8 T6" 10'2"8 1 15'
4,9„8 2'8"8 2'8"8 4,9„8
12
3 E C=4X4
T2X4 B D 02X4
N 1113X7 1113X7
2X4(A1) 2X4(A1)
3 41
1'
1'
13
5'10” 5'10"
1'8”
7'6" 13,4"
15' '1
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
DefI1CSl Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct NA CAT: NA
PP Deflection in loc Udefl l./#
Loc R /U / Rw / Rh / RL /W
TCDL: 14.00
Speed: 110 mph.
Pf: NA Ce: NA
VERT(LL): 0.048 F 999 240
A 669 1133 /188 / - /15 /5.5
BCLL: 0.00
Enclosure: Open Clear
Lu: NA Cs: NA
VERT(TL): 0.167 F 898 180
E 669 / 133 /188 / - / - /5.5
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.010 F - -
Wind reactions based on C&C
Des Ld: 44.00
EXP: C
HORZ(TL): 0.035 F
A Min Brg Width Req = 1.5
NCBCLL: 10.00
Mean Height: 17.32 ft
Code I Misc Criteria
Creep Factor. 2.0
E Min Brg Width Req = 1.5
Soffit: 2.00
TCDL: 8.4 psf
Bldg Code: CBC 2013 Res
Max TC CSL 0.190
Bearings A & E are a rigid surface.
Load Duration: 1.25
BCDL: 6.0 psf
TPI Std: 2007
Max BC CSI: 0.245
Spacing: 24.0 "
MWFRS Parallel Dist: 0 to h/2
Rep Factors Used: No
Max Web CSI: 0.094
Maximum Top Chord Forces Per Pty (Ibs)
C&C Dist a: 3.00 ft .
FT/RT: 20.0%(0.0%)/0(0) .
Mfg Specified Camber.
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.00
Plate Type(s):
IA
- B 222 -1102 C - D 171 -963
Wind Duration: 1.33
WAVE
VIEW Ver. 13.02.06.0219.19
B - C 171 -963 D - E 222 -1102
Lumber
+
Top chord 2x4 DF -L #1&Bet.(g)
:.
Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord 2x4 DF -L #1&Bet.(g)
Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 DF -L Standard(g)
:Lt Wedge 2x4 DF -L Standard(g):
A'- F 1036• -175 F - E 1036 -175
:Rt Wedge 2x4 DF -L Standard(g):
+
"
Maximum Web Forces Per Ply (Ibs)
Plating Notes
'
,
Webs Tens.Comp. Webs Tens. Comp.
Connectors in green lumber (g) designed using
_
NDS/TPI reduction factors.
� � �
B - F 89 -124 F - D- 89 -124
C - F 231 0
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
,
BC 120 0.00 15.00
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
E ESS/QNq
Loading
��0 0� M.
Bottom chord checked for 10.00 psf non -concurrent
�w Q
live load.
Wind
Member design based on both MWFRS and C&C.
Left and right cantilevers are exposed to wind
bitir. ois
-OF CA1��
9-30-1'3 \b
-302'31b
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
—IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary
bracin per BCSI. Unless noted otherwise,top chord shall have groper�v attached structu I sheathing and bottom chord shall hav a propeily
attachod rigid ceiling Locations shown for Dennanent lateral restraint Gf webs shall have bracing installed per BCS( sections B3, �7 or 810,
as applicable. Apply plates to each face of truss and position as shown above and on the Join 9Details, unless noted otherwise. kefer to
drawings 160A -Z for standard plate positions.
ITW Buildinqcl Components Group Inc. shall not be responsible for any deviation from this drawing ry failure to build the truss in conformance
with ANSI/TP1 1, r for handl% shipping, installation and bracing of trusses. A seal on this drawing or cover pag listin this drawing
indicates acceptance of pro'essione en sneering responsibility sole) for the design shown. The suitability an�l use of thM
drawing for any structure Is the responsibi4 of the Building Designer per ANSI/TPI QSec.2.
For more information see this mob's general notes pane and these web sites: ITWBCG: www.itw .comb TPI: www. inst.o • SBCA: wwwsbcindustry.00mm ICC: www.iccsafe.org
T440 Ply: 1 SEAN: 251060 / T84 / MONO -
TOMEI RESIDENCE TOMEI RESIDENCE Qty: 10 FROM: SGH DRW:
E MONO Wgt: 23.8 lbs .. / ... 02/10/15
2X4(A1;
r
3 12 1112X4 B
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! '
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme can: in fabricating, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, b TPI an c3 SBCA) r safety practices prior to performing these functions. Installers shall provide temporary
bracin per BCSI. Unless noted c1herwise,top chord shall have goperW attached structural sheathing and bottom chord g ell have a properly
attach�d rigid ceiling. Locations shown for permanent lateral restraint Of webs shall have bracing installed per BCSI sections B3, B7 or 810,
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to
drawings 160 -Z for standard plate positions.
ITW Buildi_n4 Components Group Inc. shall not be responsible for any deviation from this drawing,awV failure to build the truss in conformance
with ANSI/TP1 1, or for handling, shipping, installation and bracing of,trusses. A seal on this draw ng or cover page listing this drawing'
Indicates acceptance of pro-fessional en sneering responsibility so el for the desi n shown. The suitability an% use of thi
drawing for any structure is the responsib�'rty of the Building Designer ger ANSI/TPI igSec.2.
For more information see this'ob's general notes page and these web sites: ITWBCG: www.i .mm: TPI: www. inst.org; SBCA: www.sbcinduslry.com; ICC: www.iccsafe.oru
i
1112X4
i�
6'
L71
7•
�I
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Deft/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
Loc R /U / Rw / Rh / RL /W
TCDL: 14.00
Speed: 110 mph
Pf: NA Ce: NA
VERT(LL): -0.030 C 493 117
D 377 / 109 / 108 / - /92 /5.5
BCLL: 0.00
Enclosure: Open Clear
Lu: NA Cs: NA
VERT(TL): 0.077 C 191 90
C 250 / 105 /68-
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.007 B - -
Wind reactions based on C&C
Des Ld: 44.00
EXP: C
HORZ(TL): -0.018 B
D Min Brg Width Req = 1.5
NCBCLL: 10.00
Mean Height: 15.00 ft
Code / M!sc Criteria
Creep Factor. 2.0
C' Min Brg Width Req =
Soffit: 2.00
TCDL: 8.4 psf
Bldg Code: CBC 2013 Res
Max TC CSI: 0.544
Bearing D is a rigid surface
Load Duration: 1.25
BCDL: 6.0 psf -
TPI Std: 2007
Max BC CSI: 0.316
Spacing: 24.0 "
MWFRS Parallel Dist: 0 to h/2.
Rep Factors Used: No
Max Web CSI: 0.490
Maximum Top Chord Forces Per Pty (Ibs)
C&C Dist a: 3.00 ft
FT/RT: 20.0%(0.0%)/0(0)
Mfg Specified Camber.
Chords Tens.Comp.
GCpi: 0.00
Plate Type(s):
A _ B 21 _94
Wind Duration: 1.33.
WAVE
VIEW Ver. 13.02.06.0219.19
Lumber
Maximum Bot Chord Forces Per Pty (Ibs)
Top chord 2x4 DF -L #1&Bet.(g)
Chords Tens.Comp.
Bot chord 2x4 DF -L #1&Bet.(g)
4 .
A - C 118 14 -
Webs 2x4 DF -L Standard(g)
Plating Notes
'
Maximum Web Forces Per Ply (Ibs)
Connectors in green lumber (g) designed using
,
Webs Tens.Comp.
NDS/TPI reduction factors.
B - C 145 -216
Purlins
,'
Y
In lieu of structural panels or rigid ceiling use purlins
,
to laterally brace chords as follows:
'
Chord Spacing(in oc) Start(ft) • End(ft) ..
BC 84 0.00 7.00 ,
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Hangers I Ties , '.
Q�pf ES'to
Hanger support required, by others.
�O M ,
ON
Loading
1/�
Bottom chord checked for 10.00 psf non -concurrent
Ch
•
live load.
CO2871O zo
Wind
* dt
Member design based on both MWFRS and C&C.
-
fl C10,���
Right end vertical not exposed to wind pressure.
,�
lF
Digitally sealed
Left cantilever is exposed to wind
OF GA����
Feb.
11, 2015
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! '
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme can: in fabricating, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, b TPI an c3 SBCA) r safety practices prior to performing these functions. Installers shall provide temporary
bracin per BCSI. Unless noted c1herwise,top chord shall have goperW attached structural sheathing and bottom chord g ell have a properly
attach�d rigid ceiling. Locations shown for permanent lateral restraint Of webs shall have bracing installed per BCSI sections B3, B7 or 810,
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to
drawings 160 -Z for standard plate positions.
ITW Buildi_n4 Components Group Inc. shall not be responsible for any deviation from this drawing,awV failure to build the truss in conformance
with ANSI/TP1 1, or for handling, shipping, installation and bracing of,trusses. A seal on this draw ng or cover page listing this drawing'
Indicates acceptance of pro-fessional en sneering responsibility so el for the desi n shown. The suitability an% use of thi
drawing for any structure is the responsib�'rty of the Building Designer ger ANSI/TPI igSec.2.
For more information see this'ob's general notes page and these web sites: ITWBCG: www.i .mm: TPI: www. inst.org; SBCA: www.sbcinduslry.com; ICC: www.iccsafe.oru
T440 4 Ply: 1 SEAN: 251071 / T86 / GABL
TOMEI RESIDENCE TOMEI RESIDENCE Qty: 1 FROM: SGH DRW:
FG MONO GABLE Wgt: 43.4 lbs / ... 02/10/15
78" 4'5.4" 8,8,. 8' 10"4
1
2,8" V4" �' 1,4" 1,4" 1.4" 'I A2
19 G
2X4(A1)
2,8" 1'4" , 1'4" + 1,4.. . 1'4"
11,12
Ig'
+ } +
2'8" 4' 64" 8,8,. g'
10..4
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
g imum Reactions (lbs), or'=PLF
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct NA CAT: NA
PP Deflection in loc Udefl L/#
Loc R /U / Rw / Rh / RL /W
TCDL: 14.00
Speed: 110 mph
Pf: NA , Ce: NA
VERT(LL): 0.006 M 999 95
N' 800 / 162 / 227 / - /106 /96.0
BCLL: 0.00
Enclosure: Open Clear
Lu: NA Cs: NA
VERT(TL): 0.021 M 556 90
Wind reactions based on C&C
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.002 G •-
N Min Brg Width Req = -
Des Ld: 44.00
EXP: C
HORZ(TL): -0.006 G
Bearing N is a rigid surface.
NCBCLL: 10.00
Mean Height: 15.00 ft _
Code I Misc Criteria
Creep Factor: 2.0
Soffit: 2.00
TCDL: 8.4 psf
Bldg Code: CBC 2013 Res
Max TC CSI: 0.080
Maximum Top Chord Forces Per Ply (Ibs)
Load Duration: 1.25
BCDL: 6.0 psf
TPI Std: 2007
Max BC CSI: 0.132
Chords Tens.Comp. Chords Tens. Comp.
Spacing: 24.0 "
MWFRS Parallel Dist: 0 to h/2
Rep Factors Used: No '
Max Web CSI: 0.020
A - B 7 -95 D - E 8 -48
C&C Dist a: 3.00 ft
FT/RT: 20.0%(0.0%)/0(0)
Mfg Specified Camber. '
B - C 0 -72 E - F 10 -29
GCpi: 0.00
Plate Type(s):
C - D 6 -62 F - G 7 -10
Wind Duration: 1.33
WAVE
VIEW Ver. 13.02.06.0219.19
Lumber
Maximum Bot Chord Forces Per Ply (Ibs)
Top chord 2x4 DF -L #1&Bet.(g)
Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 DF -L #1 &Bet.(g) t '
A - M 197 0 K - J 105 0
Webs 2x4 DF -L Standard(g)
M - L 104 0 J-1 106 0
Plating Notes *
L = K 104 0 , i - H 106 1
Connectors in green lumber (g) designed using
NDS/TPI reduction factors.
Maximum Gable Forces Per Ply (Ibs)
All plates are 2X4 except as noted. _
Gables Tens.Comp. Gables Tens. Comp.
Purlins
B -M 117 -184 E -J 63 -94
C -L 25 -62 F -I 62 -86
In lieu of structural panels or rigid ceiling use purlins
D - K 36 -94 G - H 21 -28
to laterally brace chords as follows: ,
Chord Spacing(in oc) Start(ft) End(ft) -
BC 108 0.00 9.00 . --
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Loading
N
'
QRpEESS
Bottom chord checked for 10.00 psf non -concurrent
live load. w�tv0 ON
Wind r _
Member design based on both MWFRS and C&C. �OZQ
a
Right end vertical not exposed to wind pressure.
r'
Left cantilever is exposed to wind
Additional Notes fl�T clv\\-
e Rally 01ed
Ot`l�
See DWGS Al 1515ENC1002012, GBLLETIN0212, & . E OF AVIkF
GABRST100212 for more requirements.
'
0g-30-20��
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI SBCA)
an r7 toy safety practices prior to performing these functions. Installers shall�pprovide temporarryY
brad In per BCSI. Unless noted otherwise,top chord shall have prope�v attached sVucturdl sheathing and bottom hob glial) have a propeity
attach �d rigid ceilingg Locations shown for permanent lateral restraint df webs shall have bracing installed per BCI sections B3, B7 or B10,
as applicable. Appply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise.
kefer to
drawings 160A -Z fbr standard plate positions.
ITW Buildin4q Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss
with ANSI%I 1, or for handling installation
in conformance
shipping, and bracing of trusses. A seal on this drawing or cover Crstingg� this drawing
Indicates acceptance of pro ess ona engineering res ponsrbihty solely for the desi n shown. The surTa6ility an71 use of this
drawing for any structure Is the responsib�ity of the Building Designer per ANSI/TPI igSec.2.
For more information see this'ob•s general notes page and these web sites: ITWBCG: www.i .00m• TPI: www. inst.o • SBCA: www.sbcindustry.comm ICC: www.iccsafe.org
T440 Pty: 1 SEQN: 251066 / T85 / MONO
TOMEI RESIDENCE TOMEI RESIDENCE Qty: 3 FROM: SGH DRW:
F MONO Wgt: 39.2 lbs / ... 02/10/15
5,0„8 g,
5'0"8 3'11 "8
5
12 1112X4 C
3 p T
r' 2X4 B
• a
io
1113X7
2X4(A1)
T
3"14 Li L
i
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI ((Building
Component Safety Information, byy TPI an' SBCA) r safety practices prior to performing these functions. Installers shall provide temporary
bracingg per BCSI. Unless noted 0 herwise,top chord shall have properlyy attached structural sheathing and bottom gghord ghall have a properly
attach€tl ri Id ceiling Locations shhown for permanent lateral restraint Of webs shall have bracingg installed per BC51 sections B3, B7 or 810,
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. refer to
drawings 160A -Z for standard plate positions.
ITW Buildingp Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance
with ANSI/TP1 1, or for handlind. shipping, installation and bracing of trusses. A seal on this drawing or coverpa�e listingg� this drawing
indicates acceptance of pro) essionaf engineering respons bility sole) for the design shown. The suitability an71 use of th l
drawing for any structure is the responsibility of the Building Designer ler ANSI/'TPI TSec.2.
For more information see this'ob's general notes page and these web sites: rWBCG: wwwAwbco.comm TPI: www. inst.o ; SBCA www.sbcindu .com• ICC: www.iccsafe.org
-
=14A'+ -
- 1'
6
1'8"
g'
1
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct NA CAT: NA
PP Deflection in loc Udefl L/#
Loc R /U / Rw / Rh / RL /W
TCDL: 14.00
Speed: 110 mph
Pf: NA Ce: NA
VERT(LL): 0.013 B 999 240
A 463 /105 /133 / - /106 / 5.5
BCLL: 0.00
Enclosure: Open Clear
Lu: NA Cs: NA
VERT(TL): 0.044 B 999 180
D 341 /112 /94-
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): -0.003 C - -
Wind reactions based on C&C
Des Ld: 44.00
EXP: C
HORZ(TL): 0.013 D
A Min Brg Width Req = 1.5
NCBCLL: 10.00
Mean Height: 15.00 it
Code I Mlsc Criteria
Creep Factor: 2.0
D Min Brg Width Req = -
Soffit: 2.00
TCDL: 8.4 psf
Bldg Code: CBC 2013 Res
Max TC CSI: 0.156
Bearing A is a rigid surface.
Load Duration: 1.25
BCDL: 6.0 psf
TPI Std: 2007
Max BC CSI: 0.314
Spacing: 24.0 "
MWFRS Parallel Dist: 0 to h/2
Rep Factors Used: No
Max Web CSI: 0.253
Maximum Top Chord Forces Per Ply (Ibs)
C&C Dist a: 3.00 ft
FT/RT: 20.0%(0.0%)/0(0)
Mfg Specified Camber.
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.00
Plate Type(s):
A -8 121 -547 B - C 19 -49
Wind Duration: 1.33
WAVE r
VIEW Ver. 13.02.06.0219.19
Lumber
Maximum Bot Chord Forces Per Pty (Ibs)
Top chord 2x4 DF -L #1&Bet.(g)
Chords Tens.Comp.
Bot chord 2x4 DF -L #1&Bet.(g)
A - D 517 -179
Webs 2x4 DF -L Standard(g)
:Lt Wedge 2x4 DF -L Standard(g):
Maximum Web Forces Per Pty (Ibs)
Plating Notes
Webs Tens.Comp. Webs Tens. Comp.
Connectors in green lumber (g) designed using
B - D 188 -532 C - D 92 -119
NDS/TPI reduction factors.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 108 0.00 9.00
Apply purlins to any chords above or below fillers
24” OC
r
Qf Milo
Nq
unless shown otherwise above.
OQR
Hangers I Ties
Hanger support required, by others.
Loading
0012 7710
Bottom chord checked for 10.00 psf non -concurrent
-
live load.
Wind
+
fl C10,
Member design based on both MWFRS and C&C.
�r£OF CA���O� gitaltysealed
Right end vertical not exposed to wind pressure.
,
,
F'�" Feb. 11 2015
Left cantilever is exposed to wind
,
. 09_30-201
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI ((Building
Component Safety Information, byy TPI an' SBCA) r safety practices prior to performing these functions. Installers shall provide temporary
bracingg per BCSI. Unless noted 0 herwise,top chord shall have properlyy attached structural sheathing and bottom gghord ghall have a properly
attach€tl ri Id ceiling Locations shhown for permanent lateral restraint Of webs shall have bracingg installed per BC51 sections B3, B7 or 810,
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. refer to
drawings 160A -Z for standard plate positions.
ITW Buildingp Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance
with ANSI/TP1 1, or for handlind. shipping, installation and bracing of trusses. A seal on this drawing or coverpa�e listingg� this drawing
indicates acceptance of pro) essionaf engineering respons bility sole) for the design shown. The suitability an71 use of th l
drawing for any structure is the responsibility of the Building Designer ler ANSI/'TPI TSec.2.
For more information see this'ob's general notes page and these web sites: rWBCG: wwwAwbco.comm TPI: www. inst.o ; SBCA www.sbcindu .com• ICC: www.iccsafe.org
11
V
T440
TOMEI RESIDENCE TOMEI RESIDENCE
F1 2PLY MONO GIRDER
=3X6(A
3 14
Pty: 2 SEQN: 251075 / T87 /
Qty: 1 FROM: SGH
Wgt: 46.2 Itis
5'2"4 i 9'
5'2"4 3'9"12
12 1112X4
C
T�
N
1
f' f 8'
510"8 '3'11"8 I
r 5,0„8 9, '1
DRW
... / ... 02/10/15
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct NA CAT: NA
PP Deflection in loc Udefl L/#
Loc R /U / Rw / Rh / RL /W
TCDL: 14.00
Speed: 110 mph
Pf: NA Ce: NA
VERT(LL): 0.038 E 999 240
A 3791 / - /375 / - / - /5.5
BCLL: 0.00
Enclosure: Open Clear
Lu: NA . Cs: NA
VERT(TL): 0.130 E 740 180
D 2949 / - /292
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.007 D - -
Wind reactions based on MWFRS
Des Ld: 44.00
EXP: C
HORZ(TL): 0.024 D -
A Min Brg Width Req = 1.6
NCBCLL: 10.00
Mean Height: 15.00 ft
Code / Misc Criteria
Creep Factor. 2.0
D Min Brg Width Req = -
Soffit: 2.00
TCDL: 8.4 psf
Bldg Code: CBC 2013 Res
Max TC CSI: 0.333
Bearing A is a rigid surface.
Load Duration: 1.25
BCDL: 6.0 psf
TPI Std: 2007
Max BC CSI: 0.890
Spacing: 24.0 ”
MWFRS Parallel Dist: 0 to h/2
Rep Factors Used: No
Max Web CSI: 0.546
Maximum Top Chord Forces Per Pty (Ibs)
C&C Dist a: 3.00 it
FT/RT: 20.0%(0.0%)/0(0)
Mfg Specified Camber
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.00
Plate Type(s):
A - B 0 -2660 B - C 3 -29
Wind Duration: 1.33
WAVE
VIEW Ver. 13.02.06.0219.19
Lumber
Wind
Maximum Bot Chord Forces Per Pty (Ibs)
Top chord 2x4 DF -L #1 &Bet.(g)
Wind loads and reactions based on MWFRS.
Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x6 DF -L #2(g)
Webs 2x4 DF -L Standard(g)
Right end vertical not exposed to wind pressure.
A - E 2563 0 E - D 2445 0
Left cantilever is exposed to wind
Nailnote
Maximum Web Forces Per Ply (Ibs)
Nail Schedule:0.128"x3", min. nails
Webs Tens.Comp. Webs Tens. Comp.
Top Chord: 1 Row @12.00" o.c.
E - B 1322 0 C - D 0 74
Bot Chord: 2 Rows @ 5.50" o.c. (Each Row)
Webs : 1 Row @ 4" o.c.
B - D 0 -2550
Use equal spacing between rows and stagger nails
-
in each row to avoid splitting.
Plating Notes
Connectors in green lumber (g) designed using
NDS/TPI reduction factors.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) - End(ft)
BC 96 1.00 9.00
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Hangers I Ties
Hanger support required, by others.
ILoading
Girder supports 32-0-0 span to BC one face and 2-0-0 •
span to TC/BC split opposite face.
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building
Component S fety Information, by TPI and SBCA) y safety practices prior to performing these functions. Installers shall provide temporary
bracing per BG�SI. Unless noted olherwise,top chord shall have roper attached structur�I sheathing and bottom fiord ghall have a properly
attach etl rigid ceiling Locations shown for permanent lateral restraint Of webs shall have bracingg installed per BCSI sections 83, 67 or 810,
as applicable. Apply plates to each face, of truss and position as shown above and on the Join Details, unless noted otherwise. (tefer to
drawings 160A -Z for standard plate positions.
ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance
with ANSI/TP1 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover Cg listinithis drawing'
indicates acceptance of professtonar engineering responsibility solely for the design shown. The suitability anal use of this
drawing for any structure is the responsibi ity of the Bui ding Designer per ANSI1TPI gSec.2.
For more information see this job's Aeneral notes page and these web sites: ITWBCG: www.itwbcg.com; TPI: www.tpinsLoro: SBCA www.sbcindusW.com: ICC: www.icasafe.om
JI
T440 Ply: 1 SEQN: 251077 / T88! CHIP
TOME[ RESIDENCE TOMEI RESIDENCE Qty: 2 FROM: SGH DRW:
G HIP H4 Wgt 44.8 lbs / ... 02/10/15
TY } 2'81 �- 3,10"15
3 12
D
T ;3X4 B C=6X8 "
M=2X4(A1) G - H=2X4(Al
A
3"14
=3X4 1112X4
68"12 3.3„4
6'8"12 10'
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL /W
TCDL: - 14.00 Speed: 110 mph Pf: NA , Ce: NA VERT(LL): 0.041 B 999 240 G 612 / 140 / 124 / 0 /8 /5.5
BCLL: 0.00 Enclosure: Open Clear Lu: NA Cs: NA VERT(TL): 0.141 B 641 -180 H 616 / 140 /124 /0 / - /5.5
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.005 E - - Wind reactions based on C&C
Des Ld: 44.00 EXP: C HORZ(TL): 0.016 E G Min Brg Width Req = 1.5
NCBCLL: 10.00 Mean Height: 16.87 ft Code / Misc Criteria Creep Factor: 2.0 H Min Brg Width Req = 1.5
Soffit: 2.00 TCDL: 8.4 psf Bldg Code: CBC 2013 Res Max TC CSI: 0.136 Bearings G & H are a rigid surface.
Load Duration: 1.25 BCDL: 6.0 psf TPI Std: 2007 Max BC CSI: 0.753
Spacing: 24.0 " MWFRS Parallel Dist:0 to h/2 Rep Factors Used: No Max Web CSI: 0.037 Maximum Top Chord Forces Per Ply (Ibs)
C&C Dist a: 3.00 ft FT/RT: 20.0%(0.0%)/0(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.00 Plate Type(s): I B - C 163 -820 C - D 137 -882
Wind Duration: 1.33 WAVE VIEW Ver. 13.02.06.0219.19 A - B 145 -869
Lumber
Top chord 2x4 DF -L #1&Bet.(g) Maximum Bot Chord Forces Per Ply (Ibs)
Bot chord 2x4 DF -L #1&Bet.(g) ` Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 DF -L Standard(g) A - F 1641 -221 E - D 1658 206
Plating Notes F - E 846 -115
Connectors in green lumber (g) designed using
NDS/TPI reduction factors. Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
Loading • �
Bottom chord checked for 10.00 psf non -concurrent F -C 41 -90 C -E 96 -124B - F 97 -98
live load.
#1 hip supports 3-10-15 jacks. Jacks are BC
supported. Corner sets are conventionally framed.
Extend sloping top chord of truss and jacks to hip
rafter. Support extensions every 2.00 ft to flat TC.
Spacing of supports originates from #1 hip. Attach 2x4
lateral bracing to flat TC @ 32" OC with 2-16d Box or Q�pf ESSI04,,
Gun nails(0.135"x3.5",min.) and diagonally brace per 5
DWG. BRCALHIP1213. Support hip rafter with M •
cripples at 2-9-15 OC.
C9 R�
ns VA
In esu of structural panels use purlins to brace all Flat
TC @ 32" OC. -
Wind >!t
Member design based on both MWFRS and C&C. (,'10- igita y sealed
Feb. 11, 2015
Left and right cantilevers are exposed to wind 9jF OF Ch
Additional Notes FAN 09-30-201
Building designer is responsible for conventional -
framing.
'"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, ha dl' shippin installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI an c7 SBCA) fo'r safety �ractices prior to performing these functions. Installers shall provide te4orary
bracing per SCSI. Unless noted otherwise,top chord shall have proper )Y attached structural sheathing and bottom chord shall have a erly
attach8tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per SCSI sections B3, 137,E9 10,
as applicable. Apply Plates to each face of truss and position as shown above and on the JolnfDetails, unless noted otherwise. r to
drawings 160A -Z for standard plate positions.
ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,an failure to build the truss in conformance
with ANSI A 11, pr for handlins, shipping, installation and bracing of trusses. A seal on this draw or cover Pa a listing this drawing
Indicates acceptance of proiessionaf encqlsneering responsibility sole for the design shown. The suiia�lky anal use of tints
drawing for any structure is the responsibtiity of the Building Designer er ANSI1 TPI gSec.2.
For more information see this job's general notes pane and these web sites: ITWBCG: www.itwb .com• TPI: www. inst.o ; SBCA: www.sbcindus .comm ICC: www.imwe.o
W•
T440 Ply: 1 SEQN: 251085 / T90 / GABL -
TOMEI RESIDENCE TOMEI RESIDENCE Qty: 2 FROM: SGH DRW:
HG MONO GABLE Wgt: 25.2 lbs / ... 02/10/15
2.8" 4' 5.1 "4 1 2
2.8„ 1'4" 1'1"4
12
3 C D
B
2X4(A1) A .. H
2.8" 4• 5'1'•4 1 2
T
o
1
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria _
♦ Maximum Reactions (Ibs), or'=PLF
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/#
Loc R /U / Rw / Rh / RL /W
TCDL: 14.00 Speed: 110 mph Pf: NA • Ce: NA VERT(LL): 0.006 G 999 95
H' 467 /155 /132 /- /77 /51.0
BCLL: 0.00 Enclosure: Open Clear Lu: NA Cs: NA VERT(TL): 0.021 G 577 90
Wind reactions based on C&C
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.002 D -
H Min Brg Width Req = -
Des Ld: 44.00 EXP: C HORZ(TL): -0.006 D
Bearing H is a rigid surface.
NCBCLL: 10.00 Mean Height: 15.00 ft, Code / Misc Criteria Creep Factor. 2.0
Soffit: 2.00 TCDL: 8.4 psf Bldg Code: CBC 2013 Res Max TC CSI: 0.079 a
Maximum Top Chord Forces Per Ply (Ibs)
Load Duration: 1.25 BCDL: 6.0 psf TPI Std: 2007 Max BC CSI: 0.128
Chords Tens.Comp. Chords Tens. Comp.
Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 • Rep Factors Used: No Max Web CSI: 0.020
A - B 14 -63 C - D 11 -12
C&C Dist a: 3.00 It FT/RT: 20.0%(0.0%)/0(0) Mfg Specified Camber:
B - C 3 -32
GCpi: 0.00 - Plate Type(s):
Wind Duration: 1.33 WAVE VIEW Ver. 13.02.06.0219.19
Maximum Bot Chord Forces Per Ply (Ibs)
Lumber
Chords Tens.Comp. Chords Tens. Comp.
Top chord 2x4 DF -L #1 &Bet.(g)- s.
A - G 140 0 F - E 77 1
Bot chord 2x4 DF -L #1&Bet.(g)
G - F 77 1
Webs 2x4 DF -L Standard(g)
Plating Notes
Maximum Gable Forces Per Ply (Ibs)
Connectors in green lumber (g) designed using
Gables Tens.Comp. Gables Tens. Comp.
NDS/TPI reduction factors. r - •
B - G 137 -183 D - E 31 39
All plates are 2X4 except as noted. „
C - F 69 -69
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows: '
Chord Spacing(in oc) Start(ft) End(ft) .
BC 63 0.00 5.25
Apply purlins to any chords above or below fillers '
at 24" OC unless shown otherwise above.
Loading pf ESSIpN�
o�
Bottom chord checked for 10.00 psf non -concurrent
live load.
Z
Wind ..
Member design based on both MWFRS and C&C. CO2�
Left cantilever is exposed to wind >�
*
Additional Notes
`rlgj C'V!� ly sealed
11, 015
See DWGS Al 1515ENC1002012, GBLLETIN0212, & Q��� ebt
GABRST100212 for more requirements. OF CN
~
ON (0
-09-30-
t
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, ti TPI an9 SBCA) for safety to these functions. Installers tempora
practices prior performing shall provide
bracin per BCSI.• Unless noted oiherwise,top chord shall have property attached structural sheathing and bottWn ghord shall
attach otl rigid ceillnp Locations shown for permanent lateral re§traint df webs shall have bracing installed CSI
have a pro pefly
B3, B7
per sections or 810,
as applicable. Apply plates to each face. oftrussand position as shown above and on the Join Details, unless noted otherwise. Defer to
drawings 160 -Z for standard plate positions.,
Q
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss
in conformance
with ANSI 11, or for handlin j shipping, installation and bracing of trusses. A seal on this drawing or cover Calistin this drawing,
indicates acceptance of pproTesslonal engineering responsibility solety for the design shown. The suiTa6ility an use of thus
drawing for any structure is the responsiblity of the Building Designer Per ANSVTPI TSec.2.
For more information see this job's general notes page and these web sites: ITWBCG: www i .com� TPI: wwwApinsLorq& SBCA: www.sbcindu .comes ICC: www.tccsafe.o
T440 Ply: 1 SEAN: 251080 / T89 / MONO
TOMEI RESIDENCE TOMEI RESIDENCE Qty: 13FROM: SGH DRW
H MONO Will: 19.6 lbs / ... 02/10/15
12
3 :B
1112X4
O
2X4(A1) A p ti
3+4
1112X4
L 5m3mi
• 51311 -
Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc•Udefl L/# Loc R /U / Rw / Rh / RL /W
TCDL: 14.00 Speed: 110 mph - Pf: NA Ce: NA VERT(LL): -0.023 C • 626 117 D 305 / 108 / 88 / - /77 /5.5
BCLL: 0.00 Enclosure: Open Clear Lu: NA Cs: NA VERT(TL): 0.078 C 188 90 C 169 / 89 /45-
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.006 B - Wind reactions based on C&C
Des Ld 44.00 EXP: C HORZ(TL): -0.020 B - - D Min Brg Width Req = 1.5
NCBCLL: 10.00 Mean Height: 15.00 ft Code I Misc Criteria Creep Factor. 2.0 C Min Brg Width Req = -
Soffit: 2.00 TCDL: 8.4 psf Bldg Code: CBC 2013 Res Max TC CSI: 0.296 Bearing D is a rigid surface.
Load Duration: 1.25 BCDL: 6.0 psf - TPI Std: 2007 . Max BC CSI: 0.215
Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: No Max Web CSI: 0.213 Maximum Top Chord Forces Per Pty (Ibs)
C&C Dist a: 3.00 It FT/RT: 20.0%(0.0%)/0(0) Mfg Specified Camber. Chords Tens.Comp.
GCpi: 0.00 Plate Type(s): q B 26 -60
Wind Duration: 1.33 WAVE VIEW Ver: 13.02.06.0219.19
Lumber Maximum Bot Chord Forces Per Pty (Ibs)
Top chord 2x4 DF-L #1&Bet.(g) Chords Tens.Comp.
Bot chord 2x4 DF-L #1 &Bet.(g) a A - C 88 9
Webs 2x4 DF-L Standard(g)
Plating Notes Maximum Web Forces Per Ply (Ibs)
Connectors in green lumber (g) designed using Webs Tens.Comp.
NDSfrPI reduction factors. B - C 125 -163
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft) -
BC 63 0.00 5.25
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Hangers I Ties Of ESS/Q
Hanger support required, by others. OQ� Nq
Loading
Bottom chord checked for 10.00 psf non-concurrent Q4VA
live toad.
Wind
Member design based on both MWFRS and C&C: ,
Left cantilever is exposed to wind. fJ C101\Q Digitally sealed '
91E.0F CAFeb. 11, 2015
09
-30'201 r
—WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI anc7 SBCA) r safety practices prior to performing these functions. Installers shall provide temporary
bracin per BCSI. Unless noted otherwise,top chord shall have proper)Y attached structural sheathing and bottom chord shall have a properly
attachltl rigid ceilingq Locations shown for permanent lateral restraint bf webs shall have bracingg installed per BCSI sections B3, B7 or 810,
as applicable. Ap iy plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to
drawings 160A-Z fgr standard plate positions.
ITW Buildingp Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance
with ANSI/TP1 1, or for handling shipping, installation and bracing of trusses. A seal on this dravnng or cover pag listin4 this drawing'
indicates acceptance of pro ess ona engineering responsibility sole) for the design shown. The suita6llity anal use of thrs
drawing for any structure is the responslbi f of the Building Designer ger ANSI/TPI TSec.2.
For more information see this'ob's general notes page and these web sites: ITWBCG: www.i .corn; TPI: www. inst.o ; SBCA: www.sbdndustry.00rnalCQ www.iccsafe.o
.✓
T440 Ply: 1 SEQN: 251096 / T93 / GABL
TOMEI RESIDENCE TOMEI RESIDENCE Qty: 1 FROM: SGH DRW:
KG MONO GABLE Wgt: 79.8 lbs / ... 02/10/15
=2X4(A1
3"74
t 2'8" 4' 1 5'4" 6'8"8' 9'4" 10,8" 12' i 13'4"
r 2,8„ 1--1,4, 1 1,4,E 1,4„ 1' 1,4„ 'i- 1,4,E -f- 1,4„ '1 . r4„ r 14„ '1 1"12
OM
K
U T-` S R 13' Q ,P O N M
- �
2'8" + 1W' 1'4" 1'4" 1'4" 1'4" 1'4"1'4" _ 1-4" 1"'2
r I$'
2,8„ 4' 5,4„ 6 " 8, 9,4„ 10'8" "{' 12, ��.. 134„'ii 6„ 1{
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximu R tUlons (Ibs), or.=PLF
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct NA CAT: NA
PP Deflection in loc L/defl L/#
Loc R /U / Rw / Rh / RL /W
V' 1244 / 139 / 353 / - /137 /156
Wind reactions based on C&C
TCDL: 14.00
BCLL: 0.00
Speed: 110 mph
Enclosure: Open Clear
Pf: NA Ce: NA
Lu: NA Cs: NA
VERT(LL): 0.006 U 999 95
VERT(TL): 0.022 U 543 90
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.003 J - -
V Min Brg Width Req = -
Des Ld: 44.00
EXP: C I
0
HORZ(TL): -0.006 K
Bearing V is a rigid surface.
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 15.00 It
Creep Factor: 2.0
Soffit: 2.00
TCDL: 8.4 psf
Bldg Code; CBC 2013 Res
Max TC CSI: 0.080
Maximum Top Chord Forces Per Pty (Ibs)
Load Duration: 1.25
BCDL: 6.0 psf
TPI Std: 2007
Max BC CSI: 0.135
Chords Tens.Comp. Chords Tens. Comp.
Spacing: 24.0 "
MWFRS Parallel Dist: 0 to h/2
C&C Dista: 3.00 ft
GCpi: 0.00
Rep Factors Used: No
FT/RT: 20.0%(0.0%)/0(0)
Plate Type(s):
Max Web CSI: 0.038
Mfg Specified Camber. `
A-13 3 -129 F - G 7 -65
B - C 0 -109 G - H 8 -54
C - D 1 -99 H - I 9 -41
VIEW Ver. 13.02.06.0219.19
Wind Duration: 1.33
WAVE
D - E 3 -88 I - J 9 -21
E- F 5 -77 J- K 4 -7
Lumber
Top chord 2x4 DF -L #1 &Bet.(g)
Bot chord 2x4 DF -L #1&Bet.(g)
Webs 20 DF -L Standard(g)
Plating Notes
Connectors in green lumber (g) designed using
NDS/TPI reduction factors.
All plates are 2X4 except as noted.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 120 0.00 14.00
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Loading
Bottom chord checked for 10.00 psf non -concurrent
live load.
Wind
Member design based on both MWFRS and C&C.
Right end vertical not exposed to wind pressure.
Left cantilever is exposed to wind
Additional Notes
See DWGS Al 1515ENC1002012, GBLLETIN0212, &
GABRST100212 for more requirements. , '
Maximum Bot Chord Forces Per Ply (Ibs)
99 -184
Chords Tens.Comp.
Chords
Tens. Comp.
A -U 260 0
Q -P
136
0
U -T 134 0
P -O
136
0
T -S 134 0
O -N
137
0
S -R 135 0
N -M
137
0
R -Q 135 0
M -L
137
0
Maximum Gable Forces Per Ply (Ibs)
Gables Tens.Comp. Gables Tens. Comp
B -U
99 -184
G -P
26
-91
C -T
22 -62
H-0
34
-92
D - S
27 -95
I - N
58
-96
E -R
25 -91
J - M
45
-72
F - Q
26 -91
K -L
11
-18
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricatingg, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
t Safety Information, byY TPI anc7 SBCA ) 9i safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted olherwise,to chord shall have pro erlY attached structural sheathing and bottom chord shall havg a property
]id ceiling Locations shown for prmanent lateral reptraPnt of webs shall have bracingg installed per BCSI sections 63, B7 or 810,
le. Ap Ty plate'to each face ot�Vuss and position as shown above and on the JOinTDetaflS, unless noted otherwise. kefer to
60A -Z for standard plate positions.
i Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance
fPl 1, Or for handling shipping, instpllation and bracing of trusses. A seal on this drawing or cover pacie listing this drawing
acceptance of pro ss ona en�rneering responslbili�v solely for the design shown. The sup 4lity ant! use of thi8'
r any structure ps the responsiblity of the Building Designer per ANSI/TPI If Sec.2.
T440 Ply: 1 SEAN: 251088 / T91 / MONO
TOMEI RESIDENCE TOMEI RESIDENCE Qty: 2 FROM: SGH DRW:
K MONO Wgt: 63.0 lbs / ... 02/10/15
t 7'8"4 14' i
r 7,8„4 } 6'3"12
�l eb. 11, 2015
gT£OF CA11�� "
.09 -30-
-WARNING—
09 -30 -"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatin , handling shipping, installing and bracing. -Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI anr3 SBCA) tiny safety practices prior to performing these functions. Installers shall provide temporary
bracin per BCSt. Unless noted otherwise,top chord shall have properly attached structu%I sheathing and bottom ghord shall have a progeny
attach�tl rigid ceiling Locations shown for permanent lateral restraint 8f webs shall have bracingp installed per BCSI sections B3, B7 or 810,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint"Details, unless noted otherwise. kefer to
drawings 160 _Z for standard plate positions.
ITW Buildiqng Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance
with ANSI/TP1 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover ppa4ge listin this drawing
Indicates acceptance of pro essrona enggineering responsibility solely for the desiggn shown. The surTa6ility ant! use of this
drawing for any structure is the responsibMIty of the Building Designer per ANSI/TPI TSec.2.
For more information see this'ob's general notes page and these web sites: ITWBCG: www.i .com% TPI: www.tpinst.omw SBCA: www.sbdndustry.00rnd ICC: www.iocsafe.o
„
- 3 12
1112X4 C
3X4
B .
c
'o)
1113X7
2X4(A1)
rya
1112)4
D
f =4X4
13
1'8" I
5'10"8 "
6,5„8
1-8” t
7'6"8
+ 14'
,
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
DefI/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl L/#
Loc R /U / Rw / Rh / RL /W
TCDL: 14.00
Speed: 110 mph
Pf: NA Ce: NA
VERT(LL): 0.042 E 999 240
A 682 / 87 /196 / - 1137 /5.5
BCLL: 0.00
Enclosure: Open Clear
Lu: NA Cs: NA
VERT(TL): 0.145 E 999 180
D 565 / 112 /158 / - / - /5.5
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.010 C
Wind reactions based on C&C
Des Ld: 44.00
EXP: C
HORZ(rL): -0.035 C
A Min Brg Width Req = 1.5
NCBCLL: 10.00
Mean Height: 15.00 ft
Code / Misc Criteria
Creep Factor: 2.0
D Min Brg Width Req = 1.5
Soffit: 2.00
TCDL: 8.4 psf
Bldg Code: CBC 2013 Res
Max TC CSI: 0.385
Bearings A & D are a rigid surface.
Load Duration: 1.25
BCDL: 6.0 psf
TPI Std: 2007
Max BC CSI: 0.343
Spacing: 24.0 ”
MWFRS Parallel Dist: 0 to h/2
Rep Factors Used: No
Max Web CSI: 0.818
Maximum Top Chord Forces Per Pty (Ibs)
C&C Dist a: 3.00 ft
FT/RT: 20.0%(0.0%)/0(0)
Mfg Specified Camber:
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.00
Plate Type(s):
1A - B 54 -1135 B - C 30 -76
Wind Duration: 1.33
WAVE
VIEW Ver. 13.02.06.0219.19
Lumber
-
Maximum Bot Chord Forces Per Pty (lbs)
Top chord 2x4 DF -L #1 &Bet.(g)
Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 DF -L #1 &Bet.(g)
Webs 2x4 DF -L Standard(g)
A - E 1065 -140 E - D 1058 -145
:Lt Wedge 2x4 DF -L Standard(g):
Maximum Web Forces Per Pty (Ibs)
Plating Notes
Webs Tens.Comp. Webs Tens. Comp.
Connectors in green lumber (g) designed using
'
E - B 259 0 C - D 101 -185
NDS/TPI reduction factors.
B - D 148 -1090
Purlins
s
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 120 0.00 14.00
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Loading
EJS/�iN9
Bottom chord checked for 10.00 psf non -concurrent
live load.
OQ���
Q
Wind
Member design based on both MWFRS and C&C.
Qj
Right end vertical not exposed to wind pressure.
'
Left cantilever is exposed to wind
gitaltysealed
�l eb. 11, 2015
gT£OF CA11�� "
.09 -30-
-WARNING—
09 -30 -"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatin , handling shipping, installing and bracing. -Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI anr3 SBCA) tiny safety practices prior to performing these functions. Installers shall provide temporary
bracin per BCSt. Unless noted otherwise,top chord shall have properly attached structu%I sheathing and bottom ghord shall have a progeny
attach�tl rigid ceiling Locations shown for permanent lateral restraint 8f webs shall have bracingp installed per BCSI sections B3, B7 or 810,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint"Details, unless noted otherwise. kefer to
drawings 160 _Z for standard plate positions.
ITW Buildiqng Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance
with ANSI/TP1 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover ppa4ge listin this drawing
Indicates acceptance of pro essrona enggineering responsibility solely for the desiggn shown. The surTa6ility ant! use of this
drawing for any structure is the responsibMIty of the Building Designer per ANSI/TPI TSec.2.
For more information see this'ob's general notes page and these web sites: ITWBCG: www.i .com% TPI: www.tpinst.omw SBCA: www.sbdndustry.00rnd ICC: www.iocsafe.o
T440 Ply: 1SEAN: 251091,/ T92 / MONO
TOMEI RESIDENCE TOMEI RESIDENCE Qty: 2 FROM: SGH DRW:'
K1 STUB MONO Wgi 60.2 Ibs / ... 02/10/15
L 6,8„4 >` 13
r 6.8"4 6.312 1
1112X4 C
. 3 112
3X4 B
. v
` Cl)
3X4(82) III X7 I
F
6.14
1
1112)4 D
�.. 5'10'x8 ' 6.5..6 =4X4
♦ 6.6..8 r. 13'
H
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria" ♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R /U / Rw / Rh / RL /W
TCDL: 14.00 Speed: 110 mph Pf: NA . Ce; NA VERT(LL): 0.029 E 999 240 A 579 / 81 /166 / - /132 /5.5
BCLL: 0.00 Enclosure: Open Clear Lu: NA Cs: NA VERT(TL): 0.099 E 999 180 D 576 / 118 /162 / - / - /5.5
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.007 D - - Wind reactions based on C&C
Des Ld: 44.00 EXP: C HORZ(TL): 0.024 'D A Min Brg Width Req = 1.5
NCBCLL: 10.00 Mean Height: 15.00 it Code / Misc Criteria Creep Factor. 2.0 D Min Brg Width Req = 1.5
Soffit: 2.00 TCDL: 8.4 psf Bldg Code: CBC 2013 Res Max TC CSI: 0.379 Bearings A & D are a rigid surface.
Load Duration: 1.25 BCDL: 6.0 psf TPI Std: 2007 Max BC CSI: 0.363
Spacing: 24.0” MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: No Max Web CSI: 0.871 Maximum Top Chord Forces Per Ply (Ibs)
C&C Dist a: 3.00 ft FT/RT' 20.0%(0.0%)/0(0) Mfg Specified Camber. • Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.00 Plate,Type(s): A - B 80 -1204 B - C 30 -76
Wind Duration: 1.33 WAVE VIEW Ver. 13.02.06.0219:19
Lumber Maximum Bot Chord Forces Per Pty (Ibs)
Top chord 2x4 DF-L #1 &Bet.(g) Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 DF-L #1 &Bet.(g)
Webs 2x4 DF-L Standard(g) A - E 1132 -153 E - D 1124 157
:Lt Wedge 2x4 DF-L Standard(g): Maximum Web Forces Per Ply (Ibs),
Plating Notes Webs Tens.Comp. Webs Tens. Comp.
Connectors in green lumber (g) designed using E-13 279 0 C - D 104 -180
NDS/TPI reduction factors. B - D 163 -1161
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft),
BC 120 1.04 14.00
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Loading Q�pf ESS N
Bottom chord checked for 10.00 psf non-concurrent
live load,
Wind
Member design based on both MWFRS and C&C.
Right end vertical not exposed to wind pressure: +
C[I/V.I, igitalrysealed
F-�p- _
. "• ATC U1 litt�.``O` Feb. 17, 2015 q .
09-30-
0.\
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require exfreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, byY TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary
bract' per BCSI., Unless noted oTherwise,top chord shall have proper`Y attached structural sheathing and bottom C►�ord shall have a pro 9efly
attach d rigid ceillnp Locations shown for Dernanent lateral restraint of webs shall have bracing9 installed per BCSI sections B3, B7 or 610,
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to
drawings 160A-Z for standard plate positions.
ITW Buildin��gq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance
with ANSIlTP1 1, or for handling, shippinlq, installation and bracing of trusses. A seal on this drawing or coverpage listing� this drawing
indicates acceptance of pro essiona engineering responsibility sole for the design shown. The, suitability an use of thfs'
drawing for any structure Is the responsibility of the Building Designer er ANS_ I/TPI gSec.2.
For more information see this'ob's general notes page and these web sites: ITWBCG: www.i .comm TPI: www. insLo • SBCA: www.sbcindu .com• ICC: www.ic safe.o .
T440
Ply: 1
SEAN: 251104 / T95 / GABL
TOMEI RESIDENCE TOME[ RESIDENCE
Qty: 1
FROM: SGH
DRW:
LG GABLE
W9t: 23.8 Itis
/ ... 02/10/15
3,6.. 7-
3'6" 3,6„
12
B =4X4
E
_. A
C
14 Li
1112X4. D 6,
r
7'
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (lbs), or'=PLF
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udell L/#
Loc R /U / Rw / Rh / RL /W
E' 622 / 231 / 177 / - /6 /60.0
TCDL: 14.00
Speed: 110 mph
Pf: NA Ce: NA
VERT(LL): -0.005 D 999 95
BCLL: 0.00
Enclosure: Open Clear
Lu: NA Cs: NA
VERT(fL): 0.017 D 684 90
Wind reactions based on C&C
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.001 D -
E Min Brg Width Req = -
Des Ld: 44.00
EXP: C
HORZ(TL): -0.002 B
Bearing E is a rigid surface.
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 15.00 ft
Creep Factor: 2.0
Soffit: 2.00
TCDL: 8.4 psf
Bldg Code: CBC 2013 Res
Max TC CSI: 0.187
Maximum Top Chord Forces Per Pty (lbs)
Load Duration: 1.25
BCDL: 6.0 psf '
TPI Std: 2007
Max BC CSI: 0.110
Chords Tens.Comp. Chords Tens. Comp.
Spacing: 24.0 "
MWFRS Parallel Dist: 0 to h/2
Rep Factors Used: No
Max Web CSI: 0.077
A-13 241 -125 B - C 241 -125
C&C Dist a: 3.00 It
FT/RT: 20.0%(0.0%)/0(0)
Mfg Specified Camber.
GCpi: 0.00
Plate Type(s):.
Maximum Bot Chord Forces Per Pty (lbs)
Wind Duration: 1.33
WAVE
VIEW Ver. 13.02.06.0219.19
Chords Tens.Comp. Chords Tens. Comp.
Lumber
Top chord 2x4 DF-L #1 &Bet.(g) . • � _ •A- D 283 -419 D - C 283 -419
Bot chord 2x4 DF-L #1&Bet.(g)
Webs 2x4 DF-L Standard(g) Maximum Gable Forces Per Pty (lbs)
Gables Tens.Comp.
Plating Notes °
B - D 203 -326
Connectors in green lumber (g) designed using • -
NDS/TPI reduction factors.
All plates are 2X4(A1) except as noted: j
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows: ,.
Chord Spacing(in oc) Start(ft) End(ft)
BC 75 -1.00 6.00 .
Apply purlins to any chords above or below fillers ESS/0
at 24' OC unless shown otherwise above.. pf
Loading
titi���ON.
Bottom chord checked for 10.00 psf non-concurrentr Q -1/�
live load.
0028710
Wind
Member design based on both MWFRS and C&C . -
Left and right cantilevers are exposed to wind �lq CIVIL igilally
��sealed
Feb. 11, 2015
jEOF
Additional Notes 0
CA1���
See DWGS Al 1515ENC1002012, GBLLETIN0212, &. +,
p 01(p
GABRST100212 for more requirements. 09-30 2
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlin shigpin installing and bracing.. Refer to and follow the latest edition of BCSI ((Building
Component Safety Information, by TPI an c7 SBCA) toF safety �ractices to these functions. Installers
prior performing shall provide terhpora
bracing r BCSI. Unless noted otherwise,top chord shall have groperIv attached structurdl sheathing and bottom ghord shall have a progpeeflly
attache ri id ceiling Locations shown for permanent lateral regtralnt bf webs shall have bracingg installed per BCSI sections B3, B7 or B10,
as applicable. Appijr plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to
drawings 160A-Z for standard plate positions.
ITW Build ingp Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance
ANSI/TPI 1, r for haDdlincl shipping, installation and bracingg of trusses. A seal on this drawngor coverppale listin this drawingg
�nith
dicates acceptance of proTesstonar enggineering responsibility solely for the design shown. The surTability an% use of this
drawing for any structure is the responsiblAity of the Building Designer ANSI/TPI 'Sec.2.
15er
For more information see this'ob•s general notes page and these web sites: ITWBCG: www.itw .coma TPI: www. inst.o ; SBCA: www.sbcindusbry.com ICC: www.io safe.o
T440 -I
Ply: 1
SEQN: 251098 / T94 / COMN
TOMEI RESIDENCE TOMEI RESIDENCE
Qty: 2
FROM: SGH
DRW:
L COMN
Wgt: 23.8 Ibs
/ ... 02/10/15
f
3,6„
7'
3-15"
T6 ,
"1
-
- 12 '
3 p
B =4X4 ,
2X4(A1A
E„
=2X4(A1)C
` 1`
D
1112X4 r
5,
L�ti
7�.
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc L/defl L/#
Loc R /U / Rw / Rh / RL /W
TCDL: 14.00
Speed: 110 mph
Pf: NAA - Ce: NA
VERT(LL): 0.011 B 999 240
E 318 / 124 /88 / - /6 /5.5
BCLL: 0.00
Enclosure: Open Clear ..
Lu: NA Cs:,NA
VERT(TL): 0.039 B 999 180
F 318 / 124 /88 / - / - /5.5
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.001 B - - -
Wind reactions based on C&C
Des Ld: ; 44.00
EXP: C
HORZ(TL): 0.003 B ' -
E Min Brg Width Req = 1.5
NCBCLL: 10.00
Mean Height: 15.00 it
Code / Misc Criteria
Creep Factor. 2.0
F Min Brg Width Req = 1.5
Soffit: 2.00
TCDL: 8.4 psf
Bldg Code: CBC 2013 Res
Max TC CSL 0.089
Bearings E & F are a rigid surface.
Load Duration: 1.25
BCDL: 6.0 psf
TPI Std: 2007
Max BC CSI: 0.233
Spacing: 24.0 "
MWFRS Parallel Dist:'0 to h/2',,
Rep Factors Used: No
Max Web CSI: 0.057
Maximum Top Chord Forces Per Ply (Ibs)
C&C Dist a: 3.00 it •
FT/RT: 20.0%(0.0%)/0(0)
Mfg Specified Camber.
Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.00
Plate Type(s):
A - B 59 -163 B - C 59 -163
Wind Duration: 1.33
WAVE
VIEW Ver. 13.02.06.0219.19
Lumber
Maximum Bot Chord Forces Per Pty (Ibs)
Top chord 2x4 DF -L #1&Bet.(g)
-
Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 DF -L #1 &Bet.(g)
Webs 2x4 DF -L Standard(g)
A - D 261 45 D - C 261 -45
Plating Notes
Maximum Web Forces Per Ply (Ibs)
Connectors in green lumber designed usi ng
Webs Tens.Comp. _
NDS/TPI reduction factors. _
r
B -,D 150 -199
Purlins
In lieu of structural panels or rigid ceiling use purlins
,
to laterally brace chords as follows:
Chord . Spacing(in oc) Start(ft) End(ft)
BC 84 0.00 7.00
Apply purlins to any chords above or below fillers •'
'
at 24" OC unless shown otherwise above.
Loading
Bottom chord checked for 10.00 psf non -concurrent •
�pE ESS/0
De M 9
live load.
Wind
Member design based on both MWFRS and C&C:+,
Left and right cantilevers are exposed to wind
qlE.�`F b=` 111, 0154
OF CAI
-N
t F'F"P 09-30-2O
—WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS'
Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component S fety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary
bracin per B SI. Unless noted olherwise,top chord shall have proper attached structurdl sheathing and bottom ghord ghall have a property
attachod rigid ceiling Locations shown for permanent lateral restraint�f webs shall have bracingg insla!led per BG51 sections B3, B7 or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to
drawings 160A -Z for standard plate positions.
ITW Buildin4q Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance
with ANSI/TP1 1, or for hapolin9 shippin , installation and bracing of,trusses. A seal on this drawing or cover pa3e Ilstin4this drawl
n
indicates acceptance of pr Ressfonar an rneering res c .bility solely for the desiggn shown. The suitability and use of th '
drawing for any structure is the responsibr of the Bui din, Deslioner der ANSI/TPI TSec.2.
T440 Ply: 1 SEAN: 251117 / T97 / GABL
TOMEI RESIDENCE TOMEI RESIDENCE Qty: 1 FROM: SGH DRW:
MG GABLE Wgt: 107.8 Ibs / ... 02/10/15
3�9"12� 6'5"12
2� 5"12 1'4" 5� 1'4' 7'9"12
2'5"12 1'4' 1'4"
3 12
9�'1 11�� 14�� 17�� 2�"I
1'4" 1'4" 1'4" 1'4" 2'0"4
�� 10'5"12 13'1"12 15'9"12 18'5"12
1��
H =4X4
AB AA Z Y X W V U T S R Q P
�- 1' — 5X5 19'6"
2'5"12 J 5'1"12 7'9"12 10'5"12 J13'1"12 15'9"12 18'5"12
1-4",1f"
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCDL: 14.00 Speed: 110 mph
BCLL: 0.00 Enclosure: Open Clear
BCDL: 10.00 Risk Category: II
Des Ld: 44.00 EXP: C
NCBCLL: 10.00 Mean Height: 15.00 ft
Soffit: 2.00 TCDL: 8.4 psf
Load Duration: 1.25 BCDL: 6.0 psf
Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
GCpi: 0.00
Wind Duration: 1.33
Lumber
Top chord 2x4 DF -L #1&Bet.(g)
Bot chord 2x4 DF -L #1&Bet(g)
Webs 2x4 DF -L Standard(g)
Plating Notes
Connectors in green lumber (g) designed using
NDS/TPI reduction factors.
All plates are 2X4 except as noted.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 75 0.00 20.35
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Loading
Bottom chord checked for 10.00 psf non -concurrent
live load.
Wind .
Member design based on both MWFRS and C&C.
Left cantilever is exposed to wind
Additional Notes
See DWGS At 1515ENC1002012, GBLLETIN0212, &
GABRST100212 for more requirements.
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct NA CAT: Ni
Pf: NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
Code I Misc Criteria
Bldg Code: CBC 2013 Res
TPI Std: 2007
Rep Factors Used: No
FT/RT: 20.0%(0.0%)/0(0)
Plate Type(s):
WAVE
Defl/CSI Criteria
PP Deflection in loc L/defl L/#
VERT(LL): 0.005 AB 999 95
VERT(TL): 0.017 AB 701 90
HORZ(LL): -0.001 B - -
HORZ(TL): -0.003 B
Creep Factor. 2.0
Max TC CSI: 0.074
Max BC CSI: 0.090
Max Web CSI: 0.019
Mfg Specified Camber.
VIEW Ver: 13.02.06.0219.19
Fkp
09-30-20b
'-2X4(A1)
sa
♦ Maximum Reactions (Ibs), or •=PLF
Loc R /U /Rw /Rh /RL /W
AC'1822 / - /1514/- / 88 /234
Wind reactions based on C&C
AC Min Brg Width Req = -
Bearing AC is a rigid surface.
Maximum Top Chord Forces Per Pty (Ibs)
Chords Tens.Comp. Chords Tens. Comp
A - B
70
-37
H-1
60
-20
B -C
55
-23
I -J
60
-11
C -D
55
-18
J -K
59
-4
D -E
56
-15
K -L
56
-7
E -F
59
-12
L -M
54
-11
F -G
60
-11
M -N
51
-17
G - H
60
-20
N-0
60
-25
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
A -AB
76 -132
V - U
32
-71
AB -AA
39
-73
U - T
31
-70
AA- Z
40
-75
T - S
31
-68
Z -Y
40
-77
S -R
31
-67
Y -X
40
-79
R -Q
31
-65
X - W
40
-80
Q - P
30
-62
W -V
41
-81
P-0
29
-57
Maximum Gable Forces Per Pty (Ibs)
Gables Tens.Comp. Gables Tens. Comp
B -AB
22 -171
U-1
14
-102
C -AA
11 -68
T - J
13
-90
D -Z
13 -94
S -K
13
-91
E -Y
13 -91
R -L
13
-92
F -X
13 -90
Q -M
12
-85
G -W
14 -102
P -N
16
-118
H -V
0 -102
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlingq shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
t Safety Information, byy TPI ancJ SBCA) ioF safety practices prior to performing these functions. Installers shall provide temporarny
BCSI. Unless noted oiherwise,top chord shall have proper)Yy attached structural sheathin and bottom hob $hall have a propeily
'iid ceiling Locations shown for permanent lateral restraint Of webs shall have braclngg ins�alled per BCI sections 63, B7 or 810,
e. Apply plate. to each face of truss and position as shown above and on the JoinfDetails, unless noted othervvise. )tefer to
60A -Z for standard plate positions.
r Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance
IPI 1, r for handling shipping, installation and bracing o trusses. A seal on this drawing or cover p icle ilstin this drawin
acceptance of pro essrona en33rneering res ponsrbilitt�y solely for the design shown. The suitability anis use of thil,
it any structure is the responsiblity of the Building Deslgner der ANSI/TPI 'FSec.2.
If
T440
TOMEI RESIDENCE TOMEI RESIDENCE
M COMN
T
1
5'9"6 + 10'5"12
5'9"6 4'8"6
12
Ply: 1 SEQN: 251112 / T96 / COMN
Qty: 4 FROM: SGH DRW:
Wgt:88.2Itis ! ..
1572 + 20'6"
4'8"6, 51"14
C= 4X6
02/10/15
1)
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatin , handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
omponent S fety Information, b TPI an� SBCA) fo'r safety practices prior to performing these functions. Installers shall provide tempora
bracingbracin per B SI. Unless noted oY�herwise,top chord shall have roperlY attached sfcturdl sheathing and bottom fiord *Mall have a props y
attach �tl rigid ceilingg Locations shown for permanent lateral re�traint of webs shall have bracing installed per BCSI sections B3, B7 or 810,
as applicable. Ap 7y plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. kefer to
drawings 160A -Z for standard plate positions.
ITW Buildi_n_gct Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance
with ANSIlTP1 1, gr for handling shipping, installation and bracing of trusses. A seal on this drawing or cover pacts listin4this drawin
indicates acceptance of proTessfonaf englneerin responsibility solety for the desi n shown. The surta6iifty anti use of ini
drawing for any structure is the responsibility of the Bui ding Designer per ANSUTPI igSec.2.
For more information see thisJob's general notes page and these web sites: ITWBCG: www.itwb .com: TPI: www.lpinst.or% SBCA: www.sbdndu .00m& ICC: www.iocsafe.org
19'6"
1-8"
8'912
10,0,"4
.1.8.,
10"5"12
20"6"".
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pfin PSF)-
Defl/CSI Criteria
A Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct NA CAT: NA
PP Deflection in loc Udefl L/#
Loc R / U / Rw / Rh / RL /W
TCDL: 14.00
Speed: 110 mph
Pf NA 'Ce: NA
VERT(LL): 0.108 B 999 240
A 963 / - /801 / - /88 /5.5
BCLL: 0.00
Enclosure: Open Clear
Lu: NA Cs: NA
VERT(TL): 0.373 B 616 180
E 860 / - /713
BCDL: 10.00
Risk Category: 11
Snow Duration: NA
HORZ(LL): 0.022 F - -
Wind reactions based on C&C
Des Ld: 44.00
EXP: C
HORZ(rL): 0.075 F
A Min Brg Width Req = 1.5
NCBCLL: 10.00
Mean Height: 15.00 ft
Code / Misc Criteria
Creep Factor: 2.0 -
E Min Brg Width Req = -
Soffit: 2.00
TCDL: 8.4 psf
Bldg Code: CBC 2013 Res
Max TC CSI: 0.484
Bearing A is a rigid surface.
Load Duration: 1.25
BCDL: 6.0 psf
TPI Std: 2007
Max BC CSI: 0.660
Spacing: 24.0 "
MWFRS Parallel Dist: 0 to h/2
Rep Factors Used: No
Max Web CSI: 0.247
Maximum Top Chord Forces Per Pty (Ibs)
C&C Dist a: 3-00 ft
FT/RT: 20.0%(0.0%)/0(0)
Mfg Specified Camber.
Chords Tens.Comp. ' Chords Tens. Comp.
GCpi: 0.00
Plate Type(s):
A - B 0 -2021 C - D 0 -1705
Wind Duration: 1.33
WAVE'
VIEW Ver. 13.02.06.0219.19
B - C 0 -1698 D - E 0 -2266
Lumber
i
Top chord 2x4 DF -L #1 &Bet.(g)
r
Maximum Bot Chord Forces Per Pty (Ibs)
Bot chord 2x4 DF -L #1&Bet.(g)
,
Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 DF -L Standard(g)
+ ' '
'
:Lt Wedge 2x4 DF -L Standard(g):
A - F 1916 0 F - E 2159 0
Plating Notes
Maximum Web Forces Per Ply (Ibs)
Connectors in green lumber (g) designed using
Webs Tens.Comp. Webs Tens. Comp.
NDS/TPI reduction factors.
B - F 116 -321 F - 0 97 564
Purlins
C - F 490 0
In lieu of structural panels or rigid ceiling use purlins
}
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 120 0.00 20.38
Apply purlins to any chords above or below fillers
OQRaEESSIQN�
at 24" OC unless shown otherwise above.
Hangers / Ties
Q s
Hanger support required, by others.
X020
Loading
Bottom chord checked for 10.00 psf non -concurrent
live load.
ff Cl'W_
Wind
qT� OCA
OF CA1�\F
Fbitall1,2015tl
Member design based on both MWFRS and C&C.
kP 1b
Left cantilever is exposed to wind
09-30-20 `
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricatin , handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building
omponent S fety Information, b TPI an� SBCA) fo'r safety practices prior to performing these functions. Installers shall provide tempora
bracingbracin per B SI. Unless noted oY�herwise,top chord shall have roperlY attached sfcturdl sheathing and bottom fiord *Mall have a props y
attach �tl rigid ceilingg Locations shown for permanent lateral re�traint of webs shall have bracing installed per BCSI sections B3, B7 or 810,
as applicable. Ap 7y plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. kefer to
drawings 160A -Z for standard plate positions.
ITW Buildi_n_gct Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance
with ANSIlTP1 1, gr for handling shipping, installation and bracing of trusses. A seal on this drawing or cover pacts listin4this drawin
indicates acceptance of proTessfonaf englneerin responsibility solety for the desi n shown. The surta6iifty anti use of ini
drawing for any structure is the responsibility of the Bui ding Designer per ANSUTPI igSec.2.
For more information see thisJob's general notes page and these web sites: ITWBCG: www.itwb .com: TPI: www.lpinst.or% SBCA: www.sbdndu .00m& ICC: www.iocsafe.org
V
T440 Ply: 1 SEQN: 251128 / T98 / CHIP
TOMEI RESIDENCE TOMEI RESIDENCE Qty: 2 FROM: SGH DRW
N HIP H8 Wgt: 102.2 lbs .. / ... 02/10/15
16'
4'9"15 2'1"5 4'3"4 1'11119 4'915
4'9"15 6-11 "4 11'2"8 113'2"1 1 18'
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCDL: 14.00 Speed: 110 mph
BCLL: 0.00 Enclosure: Open Clear
BCDL: 10.00 Risk Category: II
Des Ld: 44.00 EXP: C
NCBCLL: 10.00 Mean Height: 17.37 ft
Soffit: 2.00 TCDL: 8.4 psf
Load Duration: 1.25 BCDL: 6.0 psf
Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 It
GCpi: 0.00
Wind Duration: 1.33
Lumber
Top chord 2x4 DF -L #1 &Bet.(g) :T2 2x6 DF -L #2(g):
Bot chord 2x4 DF -L #1&Bet.(g)
Webs 2x4 DF -L Standard(g)
:Lt Slider 2x4 DF -L #1 &Bet.(g): BLOCK LENGTH = 2.333'
:Rt Slider 2x4 DF -L #1&Bet.(g): BLOCK LENGTH = 2.333'
Plating Notes
Connectors in green lumber (g) designed using
NDS/TPI reduction factors.
Loading
Bottom chord checked for 10.00 psf non -concurrent
live load.
#1 hip supports 7-10-15 jacks. Jacks are BC
supported. Corner sets are conventionally framed.
Extend sloping top chord of truss and jacks to hip
rafter. Support extensions every 2.00 ft to flat TC.
Spacing of supports originates from #1 hip. Attach 2x4
lateral bracing to flat TC @ 32" OC with 2-16d Box or
Gun nails(0.135"x3.5",min.) and diagonally brace per
DWG. BRCALHIP1213. Support hip rafter with
cripples at 2-9-15 OC.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 32" OC.
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
4'11"11 7'1" L 1011"1
13'0"5
18'
Pg: NA Ct NA CAT: NA
4'11"11 2'1"5 T 3'0"1 }
2'11"4
+ 4'1111
Pf: NA Ce: NA
12
A 1723 / - /666 / - /69
/5.5
Lu: NA Cs: NA
3 D
C T2
:r_4X10X10
E =8T
/5.5
Snow Duration: NA
B
Wind reactions based on C&C
F ; 3X4
3X5 v
A Min Brg Width Req = 1.5
G =3X5
N
=3X6(C6)
H Min Brg Width Req = 1.5
=3X6(C6)
Bldg Code: CBC 2013 Res
2X4(C6)ri
Bearings A & H are a rigid surface.
=2X4(C6)
TPI Std: 2007
F14
Rep Factors Used: No
Max Web CSI: 0.332
Maximum Top Chord Forces Per
Ply (Ibs)
FT/RT: 20.0%(0.0%)/0(0)
1112X4 -3X7
-3Xd
1112XA
16'
4'9"15 2'1"5 4'3"4 1'11119 4'915
4'9"15 6-11 "4 11'2"8 113'2"1 1 18'
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCDL: 14.00 Speed: 110 mph
BCLL: 0.00 Enclosure: Open Clear
BCDL: 10.00 Risk Category: II
Des Ld: 44.00 EXP: C
NCBCLL: 10.00 Mean Height: 17.37 ft
Soffit: 2.00 TCDL: 8.4 psf
Load Duration: 1.25 BCDL: 6.0 psf
Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 It
GCpi: 0.00
Wind Duration: 1.33
Lumber
Top chord 2x4 DF -L #1 &Bet.(g) :T2 2x6 DF -L #2(g):
Bot chord 2x4 DF -L #1&Bet.(g)
Webs 2x4 DF -L Standard(g)
:Lt Slider 2x4 DF -L #1 &Bet.(g): BLOCK LENGTH = 2.333'
:Rt Slider 2x4 DF -L #1&Bet.(g): BLOCK LENGTH = 2.333'
Plating Notes
Connectors in green lumber (g) designed using
NDS/TPI reduction factors.
Loading
Bottom chord checked for 10.00 psf non -concurrent
live load.
#1 hip supports 7-10-15 jacks. Jacks are BC
supported. Corner sets are conventionally framed.
Extend sloping top chord of truss and jacks to hip
rafter. Support extensions every 2.00 ft to flat TC.
Spacing of supports originates from #1 hip. Attach 2x4
lateral bracing to flat TC @ 32" OC with 2-16d Box or
Gun nails(0.135"x3.5",min.) and diagonally brace per
DWG. BRCALHIP1213. Support hip rafter with
cripples at 2-9-15 OC.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 32" OC.
Wind
Member design based on both MWFRS and C&C.
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (lbs)
Pg: NA Ct NA CAT: NA
PP Deflection in loc Udefl L/#
Loc R IU / Rw / Rh / RL
/W
Pf: NA Ce: NA
VERT(LL): 0.122 E 999 240
A 1723 / - /666 / - /69
/5.5
Lu: NA Cs: NA
VERT(TL): 0.439 E 424 180
H 1725 / - /666 / - / -
/5.5
Snow Duration: NA
HORZ(LL): 0.032 1 - -
Wind reactions based on C&C
HORZ(TL): 0.117 1
A Min Brg Width Req = 1.5
Code / Misc Criteria
Creep Factor. 2.0
H Min Brg Width Req = 1.5
Bldg Code: CBC 2013 Res
Max TC CSI: 0.747
Bearings A & H are a rigid surface.
TPI Std: 2007
Max BC CSI: 0.853
Rep Factors Used: No
Max Web CSI: 0.332
Maximum Top Chord Forces Per
Ply (Ibs)
FT/RT: 20.0%(0.0%)/0(0)
Mfg Specified Camber.
Chords Tens.Comp. Chords
Tens. Comp.
Plate Type(s):
D- E 0 -4092 E- F
0 -4329
WAVE
VIEW Ver: 13.02.06.0219.19
A - B 0 -1045 F - G
0 -3774
Additional Notes
B- C 0 -3812 G- H
0 -925
Building designer is responsible for conventional
C - D 0 -4211
framing.
Maximum Bot Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords
Tens. Comp.
A- L 3624 0 J-1
3592 0
L- K 3635 0 I- H
3583 0
K - J 4277 0
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs
Tens. Comp.
A - B 16 -2924 E - J
149 -165
L -C 43 -126 J - F
816 -63
C -K 566 -81 F -I
39 -113
K -D 210 0 G -H
16 -2954
K - E 133 -220
Left and right cantilevers are exposed to wind,.i
a
F'rP 09-30'9-0\b
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses re ire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component S felly Information, by TPI an c7 SBCA) r safety practices prior to performing these functions. Installers shall pprovide tempora
bracing per BG�St. Unless noted 0 herwise,top chord shall have properly attached structural sheathin aril bottom hord slSall have a properyrly
attach ri id ceiling Locations shown for permanent lateral restraint bf webs shall have bracingQ ins �alled per BC I sections B3, B7 or B10,
as applicable. Apply plates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise. kefer to
drawings 160A -Z for standard plate positions.
ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance
with ANSI/TP1 1, or for hapoling shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing
Indicates acceptance of proTesstonar engineering responsibility sole) for the desiggn shown. The suiTa6ility an71 use of this'
drawing for any structure s the responsibil-rty of the Building Designer per ANSI/TPI TSec.2.
For more information see this'ob's general notes page and these web sites: ITWBCG: www.itwbco.com: TPI: www.toinst.om: SBCA: www.sbdndushv.mm• ICC www.ic sof nm
T440
TOMEI RESIDENCE TOMEI RESIDENCE
N1 COMN
v
co
(V
=2X4(CE
F14
5'0"8
5'0"8
12
3 p
Pty: 1 SEAN: 251132 / T99 /
Qty: 2 FROM: SGH
Will: 78.4 Ibs
9' 12'11 "8
3'11 "8 3'11 "8
D=4X4
DRW:
18'
5'0"8
02/10/15
- 16'
(4(C6)
9.
9
9'
18'
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defi/CSI Criteria
♦ Maximum Reactions (Ibs)
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct NA CAT: NA
PP Deflection in loc Udefl L/#
Loc R / U / Rw / Rh / RL
/W
TCDL: 14.00
Speed: 110 mph
Pf: NA Ce: NA
VERT(LL): 0.048 H 999 240
A 802 / - /672 / - /78
/5.5
BCLL: 0.00
Enclosure: Open Clear
Lu: NA Cs: NA
VERT(TL): 0.167 H 999 180
G 802 / - /672 / - / -
/5.5
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): 0.013 H - -
Wind reactions based on C&C
Des Ld: 44.00
EXP: C
HORZ(TL): 0.045 H
A Min Brg Width Req = 1.5
NCBCLL: 10.00
Mean Height: 17.51 it
Code / Misc Criteria
Creep Factor. 2.0
G Min Brg Width Req = 1.5
Soffit: 2.00
TCDL: 8.4 psf
Bldg Code: CBC 2013 Res
Max TC CSI: 0.179
Bearings A & G are a rigid surface.
Load Duration: 1.25
BCDL: 6.0 psf
TPI Std: 2007
Max BC CSI: 0.426
Spacing: 24.0 "
MWFRS Parallel Dist: 0 to h/2
Rep Factors Used: No
Max Web CSI: 0.513
Maximum Top Chord Forces Per
Ply (Ibs)
C&C Dist a: 3.00 it
FT/RT: 20.0%(0.0%)/0(0)
Mfg Specified Camber.
Chords Tens.Comp. Chords
Tens. Comp.
GCpi: 0.00
Plate Type(s):
A - B 0 -409 D - E
0 -1296
Wind Duration: 1.33
WAVE
VIEW Ver: 13.02.06.0219.19
B - C 0 -1533 E - F
0 -1533
Lumber
C- D 0 -1296 F- G
0 -409
Top chord 2x4 DF -L #1&Bet.(g) ,
Bot chord 2x4 DF -L #1&Bet.(g)
Maximum Bot Chord Forces Per Ply (Ibs)
Webs 2x4 DF -L Standard(g)
Chords Tens.Comp. Chords
Tens. Comp.
:Lt Slider 2x4 DF -L Standard(g): BLOCK LENGTH = 2.333'
A - H 1466 0 H - G
1466 0
:Rt Slider 2x4 DF -L Standard(g): BLOCK LENGTH = 2.333'
-
Maximum Web Forces Per Ply (Ibs)
Plating Notes
Webs Tens.Comp. Webs
Tens. Comp.
Connectors in green lumber (g) designed using
NDS/TPI reduction factors.
A - B 95 -1338 H - E
116 260
C - H 115 -259 F - G
95 -1338
Purlins
D - H 347 0
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 120 0.00 18.00
Apply purlins to any chords above or below fillers
t
QE ESS�Q
at 24" OC unless shown otherwise above.
Nq
OQR
Loading
Bottom chord checked for 10.00 psf non -concurrent
~
live load.
"
i2�
s
co2a7 0
Wind
Member design based on both MWFRS and C&C:
r
Left and right cantilevers are exposed to wind
C,'V`� ���
igitally
sealed
OF CALF Feb. 11, 2015
.09-
09-30-2016
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI an � SBCA) r safety practices prior to performing these functions. Installers shall provide terhporary
bracing Per BCSI.. Unless noted oiherwise,top chord shall have groper)y attached sructural sheathing and bottom chord ghall have a proAefly
attached rigpid ceilingg Locations shown for permanent lateral re tralnt Of webs shall have bracing ins all ed per BCSI sections B3, B7 or B10,
as applicable. Appply Tates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. {defer to
drawings 160A-7 fbr standard plate positions.
ITW Buildiqncl Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance
with ANSI/TP1 1, gr for handling, shippintq, installation and bracing of trusses. A seal on this drawing or cover page listin4thia drawing'
Indicates acceptance of pro) essionar an nearing res�onslbllity solely for the design shown.. The suitaeility anal use of the
drawing for any structure is the responsibl Ity of the Building Designer er ANSI/TPI inec.2.
For more information see this lob's general notes page and these web sites: ITWBCG: www.i .com; TPI: www.tipinsLoncid SBCA: www.sbdndu :oom; ICC: www.iccsafe.o
T440 Ply: 2 SEQN: 251134 / T100 / COM
TOMEI RESIDENCE TOMEI RESIDENCE Qty: 1 FROM: SGH DRW:
P 2PLY GIRDER Wgt: 58.8 Itis.. / ... . 02/10/15
4'0"4 + 6' I 7'11"12 .1 12'
4'0"4 1'11"12 1'11"12 1 4'0"4
3 p
11
v
-3X5(A1)
3"14
3'10"8
3'10"8
Loading Criteria (psf) Wind Criteria
TCLL: 20.00 Wind Std: ASCE 7-10
TCDL: 14.00 Speed: 110 mph
BCLL: 0.00 Enclosure: Open Clear
BCDL: 10.00 Risk Category: II
Des Ld: 44.00 EXP: C
NCBCLL: 10.00 Mean Height: 17.13 ft
Soffit: 2.00 TCDL: 8.4 psf
Load Duration: 1.25 BCDL: 6.0 psf
Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 ft
GCpi: 0.00
Wind Duration: 1.33
Lumber
Top chord 2x4 DF -L #1&Bet.(g)
Bot chord 2x6 DF -L #2(g)
Webs 2x4 DF -L Standard(g)
Nailnote
Nail Schedule:0.128"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @ 5.00" o.c.
Webs : 1 Row @ 4" o.c.
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special Loads
----(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)
TC- From 69 plf at 0.00 to 69 plf at 6.00
TC- From 69 plf at 6.00 to 69 plf at 12.00
BC- From 20 plf at 0.00 to 20 plf at 12.00
BC- 2250 Ib Conc. Load at 6.00
Plating Notes
Connectors in green lumber (g) designed using
NDS/TPI reduction factors.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 120 1.00 11.00
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
C =4X4
3X4 B_
D ; 3X4
3X5(A1)
H G F
1112X4 = 5X8 1112X4
101-
2'1
0'
2'1 "8
2'1 "8 1
3,10"8
6'
8-1 "8 112'
Snow Criteria (Pg,Pf in PSF)
Defl/CSl Criteria
♦ Maximum Reactions (lbs)
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl L/#
Loc R /U / Rw / Rh / RL
/W
Pf: NA Ce: NA
VERT(LL): 0.038 G 999 240
A 1660 / 138 / 151 / - /12
/5.5
Lu: NA Cs: NA
VERT(TL): , 0.129 G 930 180
E 1660 / 138 /151 / - / -
/5.5
Snow Duration: NA
HORZ(LL): 0.007 F - -
Wind reactions based on C&C
HORZ(CL): 0.023 F
A Min Brg Width Req = 1.5
Code / Misc Criteria
Creep Factor. 2.0
E Min Brg Width Req = 1.5
Bldg Code: CBC 2013 Res
Max TC CSI: 0.131
Bearings A & E are a rigid surface.
TPI Std: 2007
Max BC CSI: 0.467
Rep Factors Used: No
Max Web CSI: 0.403
Maximum Top Chord Forces Per
Pty (Ibs)
FT/RT: 20.0%(0.0%)/0(0)
Mfg Specified Camber.
Chords Tens.Comp. Chords
Tens. Comp.
Plate Type(s):
A - B 110 -2027 C - D
101 -2343
WAVE
VIEW Ver. 13.02.06.0219.19
B - C 101 -2343 D - E
110 -2027
Loading
Bottom chord checked for 10.00 psf non -concurrent
Maximum Bot Chord Forces Per Pty (lbs)
live load.
Chords Tens.Comp. Chords
Tens. Comp.
Wind
A -H 1944 -91 G -F
1968 -94
H - G 1968 -94 F - E
1944 -91
Member design based on both MWFRS and C&C.
Left and right cantilevers are exposed to wind
Maximum Web Forces Per Pty (itis)
F�-P o�16
Webs Tens.Comp. Webs Tens. Comp.
H - B 26 -209 G - D 373 -36
B - G 373 -36 D - F 26 -209
C -G 992 -16
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
-IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, h
and
lin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
t S fety Information, bhTPI and SBCA) fo'r safety prapcticesr�prior to performing these functioans. Installers shall provide terhporpae
id�ceilin9nl Locations shown fo�tpoerma^ent letehral reeStroa t df Webs shall haV braGna9th s�alled pettBCSI sect onsl 8387 oro610y
e. Apply pplates to each face of truss and posdion as shown above and on the JomTDetails, unless noted otherwise. (2efer to
60A -Z for standard plate positions.
rp Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance
TPI 1, or for handling, shipping, installation and bracing Qf trusses. A seal on this drawing or coverpage Ilstin4this drawing'
acceptance of pro7essionar engineering responsibility solely for the design shown. The surZa6illty an use of thi
rr any structure s the responslbr rty of the Building Designer per ANSI/TPI gSec.2.
e
---- - - - ---
T440 Ply: 1 SEQN: 251141 / T1 01 / COM
TOMEI RESIDENCE TOMEI RESIDENCE Qty: 6 FROM: SGH DRW:
P1 MONO GIRDER Wgt: 29.4 lbs .. / ... 02/10/15
= 2X
12
3 r77:— rll ^W
I
4'10"8 —�
5'10"8
5'10"8 '
T
1
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,
Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R /U / Rw / Rh / RL 1W
TCDL: 14.00 Speed: 110 mph . Pf: NA Ce: NA VERT(LL): 0.011 C 999' 240 A 629 /195 /'180 / - /158 /5.5
BOLL: 0.00 Enclosure: Open Clear Lu: NA Cs: NA VERT(TL): 0.042 C 999 180 C 423 /178 /116
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.004 C Wind reactions based on C&C
Des Ld: 44.00 EXP: C HORZ(fL): 0.016 C A Min Brg Width Req = 1.5
NCBCLL: 10.00 Mean Height: 17.12 ft Code l Misc Criteria Creep Factor. 2.0 C Min Brg Width Req = -
Soffit: 2.00 TCDL: 8.4 psf Bldg Code: CBC 2013 Res Max TC CSL 0.392 Bearing A is a rigid surface.
Load Duration: 1.25 BCDL: 6.0 psf TPI Std: 2007 Max BC CSI: 0.339
Spacing: 48.0" MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: No Max Web CSI: 0.278 Maximum Top Chord Forces Per Ply (Ibs)
C&C Dist a: 3.00 ft FT/RT: 20.0%(0.0°/x)/0(0) Mfg Specified Camber. Chords Tens.Comp.
GCpi: 0.00 Plate Type(s): I A - B 33 -106
Wind Duration: 1.33 WAVE VIEW Ver. 13.02.06.0219.19
Lumber Maximum Bot Chord Forces Per Ply (Ibs)
Top chord 2x4 DF -L #1&Bet.(g) Chords Tens.Comp.
Bot chord 2x6 DF -L #2(g) A - C 32 17
Webs 2x4 DF -L Standard(g)
Plating Notes Maximum Web Forces Per Ply (Ibs)
Connectors in green lumber (g) designed using - / - Webs Tens.Comp.
NDS/TPI reduction factors. B - C 188 -265
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in.oc) Start(ft) End(ft)
TC 24 0.00 . 5.88
BC 59 1.00 5.88
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above. `
�pf ESSI�N
Hangers / Ties
Hanger support required, by others.
Loading Q �,
Bottom chord checked for 10.00 psfnon-concurrent�Q28] 0 '
live load.
Wind
Member design based on both MWFRS and C&C:' J'J (,'w�\• t>�� Digitalry sealed
Left cantilever is exposed to wind �Tf lJF CAL�!(O� Feb. 11, 2015
FkP 09-30-2P1%b .
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) handling, safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted 0 erwise,top chord shall have proper lyy attached structurdl sheathing and bottom fiord shall have a propetly
attached rad ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 810,
as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. kefer to
drawings 160A -Z for standard plate positions.
ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance
with ANSIffP1 1, or for handling shippin , installation and bracin of truss s. A seal on this drawing or coverpa listing this drawing
indicates acceptance of proTessionalq en%!neering responsibility solely for the desiggn shown. The sufta�Tty an, use of this
drawing for any structure Is the responsitil ty of the Building Designer per ANSUTPI TSec.2.
For more information see this'ob's general notes page and these web sites: ITWBM www.i .comw TPI: www.tpinsLomm SBCA: www.sbdndustry.comr ICC: www.iocsafe.org
IT440 Ply: 1 SEQN: 251151 / T103 / GAB
TOMEI RESIDENCE TOMEI RESIDENCE Qty: 1 FROM: SGH DRW:
RG GABLE Wgt: 78.4 lbs / ... 02/10/15
n
3'5" + 4'9" 6'1" + 7'5" 1 8'9" 1 10'1"+ 11 '5" 12'9"+ 14'1" 17'6"
TY 1'4 1'4" 1'4" 1 1'4" 1 1'4" 1'4" 1'4" 1'4" + 35'
3 12
F =4X4 ^
�- 1' 1 16'6" i
3'5" 14" 1'4" 1'4" 1 1'4" 1 1'4" 1 1'4" 1 1'4" 1 1'4" 1 35"
35" 4'9" 6'1" 7'5 8'9" 1 10'1" 1 11'5" 1 12'9" 1 14'1" 1 17'6"
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 14.00
Speed: 110 mph
BCLL: 0.00
Enclosure: Open Clear
BCDL: 10.00
Risk Category: II
Des Ld: 44.00
EXP: C
NCBCLL: 10.00
Mean Height: 15.00 ft
Soffit: 2.00
TCDL: 8.4 psf
Load Duration: 1.25
BCDL: 6.0 psf
Spacing: 24.0 "
MWFRS Parallel Dist: 0 to h/2
Max Web CSI: 0.025
C&C Dist a: 3.00 ft
Mfg Specified Camber.
GCpi: 0.00
E -F
Wind Duration: 1.33
Lumber
Top chord 2x4 DF -L #1&Bet(g)
Bot chord 2x4 DF -L #1 &Bet.(g)
Webs 2x4 DF -L Standard(g)
Plating Notes
Connectors in green lumber (g) designed using
NDS/TPI reduction factors.
All plates are 2X4 except as noted.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 75 0.00 17.50
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Loading
Bottom chord checked for 10.00 psf non -concurrent
live load.
Wind
Member design based on both MWFRS and C&C.
Left and right cantilevers are exposed to wind .
Additional Notes
See DWGS At 1515ENC1002012, GBLLETIN0212, &
GABRST100212 for more requirements.
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl L/#
Pf: NA Ce: NA
VERT(LL): 0.005 L 999 95
Lu: NA Cs: NA
VERT(TL): 0.019 L 627 90
Snow Duration: NA
HORZ(LL): -0.001 L - -
1380
HORZ(TL): -0.004 B
C -D
Code / Misc Criteria
Creep Factor: 2.0
Bldg Code: CBC 2013 Res
Max TC CSI: 0.121
TPI Std: 2007
Max BC CSI: 0.100
Rep Factors Used: No
Max Web CSI: 0.025
FT/RT: 20.0%(0.0%)/0(0)
Mfg Specified Camber.
Plate Type(s):
E -F
WAVE -
VIEW Ver. 13.02.06.0219.19
♦Maximum Reactions (Ibs), or •=PLF
Loc R /U /Rw /Rh /RL /W
U' 1555 / - /1292/- / 74 /186
Wind reactions based on C&C
U Min Brg Width Req = -
Bearing U is a rigid surface.
Maximum Top Chord Forces Per Ply (Ibs)
Chords Tens.Comp. Chords Tens. Comp
A -B
145
-24
F -G
138
0
B -C
122
-3
G -H
1380
22
C -D
137
0
H-1
137
0
D -E
138
0
1-1
122
0
E -F
138
0
J - K
145
-18
Maximum Bot Chord Forces Per Ply (Ibs)
31 -224
Chords Tens.Comp.
Chords
Tens. Comp.
„ A - T 52 -223
P-0
23
-125
T - S 22 -120
O - N
22
-123
S -R 22 -121
N -M
22
-121
R -Q 22 -123
M -L
22
-120
Q - P 23 -125
L - K
42
-223
F�-p
09-30'?-O'\
��fo
Maximum Gable Forces Per Pty (Ibs)
Gables Tens.Comp. Gables Tens. Comp
B -T
31 -224
O -G
14
-103
C -S
6 -45
N -H
14
-94
D -R
14 -94
M-1
6
-37
E -Q
14 -103
L -J
31
-224
F. -P
0 -139
'"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handling9 shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
t Safety Information, by TPI and SBCA) fo) safety practices prior to pertormmg these functions. Installers shall provide temporary
BCSI. Unless noted olherwise,top chord shall have grope,y attached structural sheathingg aand bottom chord shall have a proAeity
id ceilingp Locations shown for Dernanent lateral restraint bf webs shall have bracingq ms7alled per BCSI sections B3, 67 or 810,
e. Ap Ty lates to each face of truss and position as shown above and on the Join et
unless noted otherwise. i2efer to
60A -Z for standard plate positions.
i from this drawing,any failure to build the trussin conformance
A seal on this drawing or cover pa4e� anti use of in,
for the desi n shown. The suf
it ANSI/TPI TSec.2.
u
T440 I I
1 Ply: 1 SEQN: 251145 / T102 / COM
TOMEI RESIDENCE TOMEI RESIDENCE Qty: 9 FROM: SGH DRW:
R COMN Wgt: 75.6 lbs . / ... 02/10/15
4'11" 8'9" - 127" 17'6"
r' 4'11" + 310" 3-10" '} 4'11° '1
12
3 C= 4X4
N
2X4 B D -
2X4
N 1113X7 1113X7
3X4(A1) A E =3X4(A1)
F1_4 Li
=3X7
F
1' 166" 1'
1,8„ 7,1,, 7-1, 1.8"
1.8.. 8,9„ 15'10, 17'6"
Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (lbs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL /W
TCDL: 14.00_ . Speed: 110 mph Pf: NA Ce: NA VERT(LL): 0.072 F 999 240 A 780 / - /646 / - /74 /5.5
BCLL: 0.00 Enclosure: Open Clear Lu: NA Cs: NA VERT(fL): 0.249 F 724 '180 E 780 / - /646 / - ! - / 5.5
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.016 F - - Wind reactions based on C&C
Des Ld: 44.00 EXP: C HORZ(TL): 0.055 F A Min Brg Width Req = 1.5
NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 E Min Brg Width Req = 1.5
Soffit: 2.00 TCDL: 8.4 psf Bldg Code: CBC 2013 Res Max TC CSI: 0.263 Bearings A & E are a rigid surface.
Load Duration: 1.25 BCDL: 6.0 psf TPI Std: 2007 Max BC CSI: 0.331
Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: No Max Web CSI: 0.123 Maximum Top Chord Forces Per Pty (lbs)
C&C Dist a: 3.00 It FT/RT: 20.0%(0.0%)/0(0) - Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.00 Plate Type(s): A - B 0 -1436 C - D 0 -1231
Wind Duration: 1.33 WAVE VIEW Ver. 13.02.06.0219.19 B - C 0 -1231 D - E 0 -1436
Lumber
Top chord 2x4 DF -L #1 &Bet.(g) Maximum Bot Chord Forces Per Pty (Ibs)
Bot chord 2x4 DF -L #1&Bet(g) Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 DF -L Standard(g)
:Lt Wedge 2x4 DF -L Standard(g): • ° A - F 1356 , 0 F - E 1356 0
:Rt Wedge 2x4 DF -L Standard(g): +
Maximum Web Forces Per Ply (lbs)
Plating Notes Webs Tens.Comp. Webs Tens. Comp.
Connectors in green lumber (g) designed using B - F 94 -213 F - D 95 215
NDS!TPI reduction factors.
- C - F 302 0
Purlins
In lieu of structural panels or rigid ceiling use purlins ,
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft) z -
BC 120 0.00 17.50
Apply purlins to any chords above or below fillers r
at 24" OC unless shown otherwise above.. „ Q�Qf ESS/0
Loading
Bottom chord checked for 10.00 psf non -concurrent
live load. _ trVA
Wind C�2�
Member design based on both MWFRS and C&C.
Left and right cantilevers are exposed to wind
J'lgT CIVIL" � e itally e sd
y ' f OF CA1�ti
F�'f. 09-30-20��
"WARNING" READ AND FOLLOW ALL NOTES ON THIS
—IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS It
as shown above and on
THE INSTALLERS '
id follow the latest edition of BCSI(Building
inctions. Installers shall provide terhporary
iinp and twttom ghord shall have a progeny
Installed per BC51 sections B3, B7 or 910,
)etails, unless noted otherwise. refer to
no. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance
;hipping, installation and bracing of truss s. A seal on this drawing or cover pale IisUnctthis drawing
:sronaT
engineering responsibility sol7ely for the design shown. The suitatjility an use of thil,
responsibl of the Building Designer per ANSI/TPI TSec.2.
notes page and these web sites: ITWBCG: www.iW0cg.com; TPI: www.tpinst.orgo SBCA: www.sbcindustry.com• ICC: www.iccsafe
I
if
T440
Ply: 1
SEAN: 251153 / T104 / COM
TOMEI RESIDENCE TOMEI RESIDENCE
Qty: 4
FROM: SGH
DRW:
S COMN
Wgt: 44.8 lbs
/ ... 02/10/15
691 13'6"
6,9,. 6,9„ '1
12
-
3 l�
B= 5X5
N=2X4(A1)
F =2XA/A
3" 41
11124
V
1'
11'6" 1,
6'9" 6'9"
6'9". 136"
Loading Criteria (psf) Wind Criteria
Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs)
TCLL: 20.00 Wind Std: ASCE 7-10
Pg: NA Ct NA CAT: NA PP Deflection in loc L/defl L/# Loc R /U / Rw / Rh / RL /W
TCDL: 14.00 Speed: 110 mph
Pf: NA Ce: NA VERT(LL): 0.070 B 999 240, E 603 / 127 / 170 / - /11 /5.5
BCLL: 0.00 Enclosure: Open Clear
Lu: NA Cs: NA VERT(TL): 0.240 B 552 180 F 603 / 127 /170 ! - / - /5.5 .
BCDL: 10.00 Risk Category: 11
Snow Duration: NA HORZ(LL): 0.006 D - Wind reactions based on C&C
Des Ld: 44.00 EXP: C
HORZ(TL): 0.022 D- - E Min Brg Width Req = 1.5
NCBCLL: 10.00: Mean Height: 15.00 ft
Code / Misc Criteria Creep Factor. 2.0 F Min Brg Width Req = 1.5
Soffit: 2.00 - TCDL: 8.4 psf
Bldg Code: CBC 2013 Res Max TC CSL 0.343 Bearings E & F are a rigid surface.
Load Duration: 1.25 BCDL: 6.0 psf
TPI Std: 2007 Max BC CSI: 0.636
Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2
Rep Factors Used: No Max Web CSI: 0.050. Maximum Top Chord Forces Per Ply (Ibs)
C&C Dist a: 3.00 ft
FT/RT: 20.0%(0.0%)/0(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.00
Plate Type(s): , A - B 162 -870 B - C 162 -870
Wind Duration: 1.33
WAVE VIEW Ver. 13.02.06.0219.19
Lumber
Maximum Bot Chord Forces Per Pty (Ibs)
Top chord 2x4 DF -L #1&Bet.(g)
Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 DF -L #1 &Bet.(g)
Webs 2x4 DF -L Standard(g)
A - D 1581 -205 D - C 1581 205
Plating Notes
Maximum Web Forces Per Ply (Ibs)
Connectors in green lumber (g) designed using
Webs Tens.Comp.
NDS/TPI reduction factors.
B - D 131 95
Purlins
In lieu of structural panels or rigid ceiling use purlins
r '
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
• . _.
BC 120 0.00 13.50 .
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Loading
N
Bottom chord checked for 10.00 psf non -concurrent
live load.
OQROEEJS
Wind
VA d
Member design based on both MWFRS and C&C.
'
��qo
Left and right cantilevers are exposed to wind
OF CAOP F b't 11� seal01ed
1
0^1
-09-30
"WARNING" READ AND FOLLOW
ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI anc7'SBCA) y to
safety practices prior performing these functions. Installers shall provide temporary
bracingg er BCSI. Unless noted otherwise,top chord shall have proper lyy attached structural sheathing and bottopm hord ghall have a propedy
attache rigid ceiling Locations shown for rmanent lateral restraint of webs shall have bracingg installed per eCS�I sections B3, B7 or 610,
as applicable. Apply plates to each face oftrussand position
as shown above and on the Join Details, unless noted otherwise. kefer to
drawings 160A -Z for standard plate positions. -
ITW Buildi�n�4g Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance
ANSIlTP1 1, for hafidlinn
with r shi ping, installation and bracing of trusses. A seal on this drawing or cover ppag4e listing this drawing
Indicates acceptance of pro�essYponalq enclineering responsibility sole) for the design shown. The suiTa6illty ants use of this'
drawing for any structure is the responsibe-rty of the
Building Designer Der ANSI/TPI TSec.2.
For more information see this'ob•s general notes page and these web sites: ITNBCG: www.i .com• TPI: www.tPinst.om SBCA: www.sbandu .comE ICC: www.iocsafe.org
IN
T440 Ply: 1 SEAN: 251160 / T106 / GAB
TOMEI RESIDENCE TOMEI RESIDENCE Qty: 1 FROM: SGH DRW:
TG GABLE Wgt: 61.6 Ibs / ... 02/10/15
3' 1 1'4" 1 1,4" 1'4" 1-4" i 9 4" 1'4" 'f 3' i
T
N=2X4(A1Y
1 3"14
3 p
E=4X4
�1 } P •O N ML K J
13
3' 1-4" 1'4" 1'4" 1,4" 1'4" 1-4" 3'
3' 4'4" 5'8" 7' 8'4" 9'8" 11' 14'
Loading Criteria (psf)
Wind Criteria
Snow Criteria (Pg,Pf in PSF)
Defl/CSI Criteria
♦ Maximum Reactions (Ibs), or.=PLF
TCLL: 20.00
Wind Std: ASCE 7-10
Pg: NA Ct: NA CAT: NA
PP Deflection in loc Udefl L/#
Loc R /U / Rw / Rh / RL /W
Q' 1244 / 203 / 353 / - /11 /144
Wind reactions based on C&C
TCDL: 14.00
BCLL: 0.00
Speed: 110 mph
Enclosure: Open Clear
Pf: NA Ce: NA
Lu: NA Cs: NA
VERT(LL): 0.004 J 999 95
VERT(TL): 0.016P P 740 90
BCDL: 10.00
Risk Category: II
Snow Duration: NA
HORZ(LL): -0.001 J - -
Q Min Brg Width Req = -
Des Ld: 44.00
EXP: C
HORZ(TL): -0.003 B
Bearing Q is a rigid surface.
Code / Misc Criteria
NCBCLL: 10.00
Mean Height: 15.00 it
Creep Factor. 2.0
Soffit: 2.00
TCDL: 8.4 psf
Bldg Code: CBC 2013 Res
Max TC CSI: 0.117
Maximum Top Chord Forces Per Ply (Ibs)
Load Duration: 1.25
BCDL: 6.0 psf
TPI Std: 2007
Max BC CSI: 0.089
Chords Tens.Comp. Chords Tens. Comp.
Spacing: 24.0 "
MWFRS Parallel Dist: 0 to h/2
C&C Dist a: 3.00 It
GCpi: 0.00
Rep Factors Used: No
FT/RT: 20.0%(0.0%)/0(0)
Plate Type(s):
Max Web CSI: 0.042
Mfg Specified Camber.
A-13 145 -50 E - F 141 0
B - C 130 -27 F - G 142 -14
C - D 142 -14 G - H 130 -77
VIEW Ver. 13.02.06.0219.19
Wind Duration: 1.33
WAVE
D - E 141 0 H-1 145 -50
Lumber
Top chord 2x4 DF -L #1 &Bet.(g)
Bot chord 2x4 DF -L #1&Bet(g)
Webs 2x4 DF -L Standard(g)
Plating Notes
Connectors in green lumber (g) designed using
NDS/TPI reduction factors.
All plates are 2X4 except as noted.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(in oc) Start(ft) End(ft)
BC 75 0.00 14.00
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Loading
Bottom chord checked for 10.00 psf non -concurrent
live load.
Wind
Member design based on both MWFRS and C&C.
Left and right cantilevers are exposed to wind
Additional Notes
See DWGS Al 1515ENC1002012, GBLLETIN0212, &
GABRST100212 for more requirements.
Maximum Bot Chord Forces Per Ply (Ibs)
Gables
Chords Tens.Comp.
Chords
Tens. Comp.
A - P 109 -231
M - L
60
-128
P -O 59 -124
L -K
59
-126
O -N 59 -126
K -J
59
-124
N -M 60 -128
J-1
109
-231
Maximum Gable Forces Per Ply (Ibs)
Gables
Tens.Comp.
Gables Tens. Comp.
B -P
109 -197
L - F 65 -106
C-0
37 -57
K - G 37 -48
D -N
65 -106
J -H 109 -198
E -M
26 -140
0�b
\
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
t Safety Information, by TPI anr7 SBCA) to) safety practices prior to performing these functions. Installers shall provide temporary
BCSI. Unless noted 0 he-._ top chord shall have properlyy attached structural sheathing and bottom chord shall have a properryly
ilid ceiling Locations shown for permanent lateral restraint Of webs shall have bracingg installed per BCSI sections B3, B7 or 810,
e. Apply plates to each face, of truss and position as shown above and on the JoinTDetails, unless noted otherwise. kefer to
60A -Z for standard plate positions.
iqQ Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance
fP1 1, or for handl!n shipping, installation and bracing of trusses. A seal on this drawing or cover pa
44e IisUng this drawingg''
accepacceptance of pro) essional en3Ineering responsibility solely for the design shown. The suitability ants use of tha
tance
structure is the responsibl-ity of the Budding Designer Fier ANSIITPI 9Sec.2.
I
T440 Pty: 1 SEQN: 251167 / T105 / COM
TOMEI RESIDENCE TOMEI RESIDENCE Qty: 3 FROM: SGH DRW:
T STUB COMN Wgt: 49.0 lbs / ... 02/10/15
I 7' 13'
I 7, 6,12
1
3
B =4X4
T.
P IA=3X4(B2) 1113VC_B2
2X4(A1) T )
X14
11124
1' 12'
Loading Criteria (par) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (lbs)
TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R /U / Rw / Rh / RL /W
TCDL: 14.00 Speed: 110 mph Pf: NA Ce: NA VERT(LL): 0.028 D 999 240 A 636 / 134 /181 / - /14 /5.5
BCLL: 0.00 Enclosure: Open Clear Lu: NA Cs: NA VERT(TL): 0.097 D 999 180 C 522 / 118 /147 / - / - 16.5
BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.006 D - - Wind reactions based on C&C
Des Ld: 44.00 EXP: C HORZ(TL): 0.019 D A Min Big Width Req = 1.5
NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 C Min Big Width Req = 1.5
Soffit: 2.00 TCDL: 8.4 psf Bldg Code: CBC 2013 Res Max TC CSI: 0.228 Bearings A & C are a rigid surface.
Load Duration: 1.25 BCDL: 6.0 psf TPI Std: 2007 Max BC CSI: 0.243
Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 Rep Factors Used: No Max Web CSI: 0.085 Maximum Top Chord Forces Per Pty (Ibs)
C&C Dist a: 3.00 ft FT/RT: 20.0%(0.0%)/0(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp.
GCpi: 0.00 Plate Type(s): I A-13 215 -1001 B - C 223 -1001
Wind Duration: 1.33 WAVE VIEW Ver. 13.02.06.0219.19
Lumber Maximum Bot Chord Forces Per Ply (lbs)
Top chord 2x4 DF -L #1&Bet.(g) Chords Tens.Comp. Chords Tens. Comp.
Bot chord 2x4 DF -L #1 &BeL(g) A - D 935 -163 D - C 935 163
Webs 2x4 DF -L Standard(g)
:Lt Wedge 2x4 DF -L Standard(g):
:Rt Wedge 2x4 DF -L Standard(g): Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp.
Plating Notes '
Connectors in green lumber (g) designed using
B - D 208 0
NDS/TPI reduction factors.
Purlins
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
Chord Spacing(inoc) Startift) End(ft) R�EE$S/pN
BC 120 0.00 12.96
Apply purlins to any chords above or below fillers �Q A
at 24" OC unless shown otherwise above. C. ON M
Loading IM
Bottom chord checked for 10.00 psf non -concurrent 1 ago
live load.
Wind * dt
Member design based on both MWFRS and C&C. 'vt A
'
Left cantilever is exposed to wind q �`� p�bt 1111.2015d
_ IFOF CA1�F�
F�"A 09-30-2016
"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING!
—IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI an c7 SBCA) r safety practices prior to performing these functions. Installers shall provide temporary
bracin r SCSI. Unless noted olherwise,top chord shall have proper tyry attached structurdl sheathing and bottom chord shall have a proAeriy
attach rigid ceiling Locations shown for Dennanent lateral restraint df webs shall have bracing installed per BCSI sections B3, B7 or p10,
as applicable. Apply plates to each face of truss and position as shown above and on the Join9Details, unless noted otherwise. kefer to
drawings 160A -Z for standard plate positions.
ITW Buildin__qq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance
with ANSI/TP1 1, r for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover npge listing� this drawn
i, acceptance of pro essiona engineering responsibility solei for the design shown. The surTa6ility an use of th'
drawing for any structure is the responsibility of the Building Designer ler ANSI/TPI 9Sec.2.
For more information see this'ob's general notes page and these web sites: ITWBCG: wwwAwbeii.com TPI: www. insl.o � SBCA www.sbcindu .com: ICC: www.iocWe.org
•
41
T440
TOMEI RESIDENCE TOMEI RESIDENCE
V HIP H6
9)
2X4(C6)
1 3
5'5"
5'5"
3 p
Ply: 1 SEQN: 251172 / T107 /CHIP
Qty: 2 FROM: SGH DRW
Wgt:64.4lbs / ...
14'
2'81 5'10"15
c'IY7 C D�RYQ
02/10/15
1' 12' 1
L 5'5"
r 5'5"
Loading Criteria (psf)
Wind Criteria
TCLL: 20.00
Wind Std: ASCE 7-10
TCDL: 14.00
Speed: 110 mph
BCLL: 0.00
Enclosure: Open Clear
BCDL: 10.00
Risk Category: II
Des Ld: 44.00
EXP: C
NCBCLL: 10.00
Mean Height: 17.12 it
Soffit: 2.00 •
TCDL: 8.4 psf
Load Duration: 1.25
BCDL: 6.0 psf
Spacing: 24.0 "
MWFRS Parallel Dist: 0 to h/2
CBC Dist a: 3.00 it
GCpi: 0.00
Wind Duration: 1.33
Lumber
Top chord 2x4 DF -L #1 &Bet.(g)
Bot chord 2x4 DF -L #1&Bet(g)
Webs 2x4 DF -L Standard(g)
:Lt Slider 2x4 DF -L Standard(g): BLOCK LENGTH = 2.333'
:Rt Slider 2x4 DF -L Standard(g): BLOCK LENGTH = 2.333'
Plating Notes
Connectors in green lumber (g) designed using
NDS/TPI reduction factors.
Loading
Bottom chord checked for 10.00 psf non -concurrent
live load.
#1 hip supports 5-10-15 jacks. Jacks are BC
supported. Corner sets are conventionally framed.
Extend sloping top chord of truss and jacks to hip
rafter. Support extensions every 2.00 ft to flat TC.
Spacing of supports originates from #1 hip. Attach 2x4
lateral bracing to flat TC @ 32" OC with 2-16d Box or
Gun nails(0.135"x3.5",min.) and diagonally brace per
DWG. BRCALHIP1213. Support hip rafter with
cripples at 2-9-15 OC.
Purlins
In lieu of structural panels use purlins to brace all flat
TC @ 32" OC.
Wind
Member design based on both MWFRS and C&C.
Left and right cantilevers are exposed to wind -
Snow Criteria (Pg,Pf in PSF)
Pg: NA Ct: NA CAT: Ni
Pf. NA Ce: NA
Lu: NA Cs: NA
Snow Duration: NA
3'3"12
8'8"12
Defl/CSI Criteria
PP Deflection in loc Udefl L/#
VERT(LL): 0.069 D 999 240
VERT(TL): 0.245 D 566 180
HORZ(LL): 0.018 E - -
HORZ(TL): 0.069 E - -
Code / Misc Criteria Creep Factor: 2.0
Bldg Code: CBC 2013 Res Max TC CSI: 0.523
TPI Std: 2007 Max BC CSI: 0.612
Rep Factors Used: No Max Web CSI: 0.656
FT/RT: 20.0%(0.0%)/0(0) Mfg Specified Camber:
Plate Type(s):
WAVE VIEW Ver. 13.02.06.0219.19
Additional Notes -
Building designer is responsible for conventional
framing.
X4(C6)
5'3"4
14'
♦ Maximum Reactions (Ibs)
Loc R /U /Rw /Rh /RL /W
A 1107 /131 /174 /- /12 /5.5
F 1110 /131 /174 !- /- /5.5
Wind reactions based on CBC
A Min Big Width Req = 1.5
F Min Brg Width Req = 1.5
Bearings A & F are a rigid surface.
Maximum Top Chord Forces Per Pty (Ibs)
Chords Tens.Comp. Chords Tens. Comp
C - D 219 -2238 D - E 202 -2401
A- B 0 -650 E- F 0 -751
B - C 203 -2336
Maximum Bot Chord Forces Per Pty (Ibs)
Chords Tens.Comp. Chords Tens. Comp.
A - H 2450 -151 G - F 2304 -150
H - G 2293 -154
Maximum Web Forces Per Ply (Ibs)
Webs Tens.Comp. Webs Tens. Comp.
A -B 331 -1829 D -G 136 0
H - D 49 -84 E - F 329 -1750
Ftp 09\(o
"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING!
"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
quire extreme care in fabncatin!handn, shipping, installS fety Informationb TIanSBCA) to)fetypracticesBSnlessnoted oherwisetop chord shallhave propeid celingLocationss own fopemtanent lateral restraint f webs shall have bracing9 installed per BCSI sections B3, 87 or 8810,
e. Apply plates to each face of truss and position as shown above and on the JoinTDetails, unless noted otherwise. Refer to
60A -Z for standard plate positions.
r�pComponents Group Inc. shall not be responsible for an deviation from this drawing,any failure to build the truss in conformance
fP1 1, or for handling, shipping, installation and bracing Q trusses. A seal on this drawing or cover ale listin4this drawing'
acceptance of pro essiona engineering respons tooility sole) for the design shown. The suiPtagMY anal use o thrs
it any structure is the responsibl-tty of the Building Designer ger ANSI/TPI 9Sec.2.
L
Earth. Systems
�,. Southwest 79-811 ii Cuunlry Club Drive
liernwda Dunes, CA 92201
(760) 345-1588
(800)924-7015
FAX (760) 345-7315
August 28, 2002
171 le No.: 07117-11
01-07-718
NRI-LQ.LP, L.L.C.
c/o Country Club of the Desert_
P.O. Box 1,5=10
La Quinta, California 92253
Attention: Mr, Jolulny Potts
Project: Country Club of the.Desert
La Quinta, California
Subject: Reportof Testing and Observations
Performed During Rough Grading
Reference: 1. Geotechnical Engineering Report, prepared by Earth Systems Consultants
Southwest, dated September 22, 2000, Report No.: 00-09-772.
2. Interinl.Repol t of Testing and Observation for the Maintenance area, prepared
by Earth Systeins' Southwest, dated January 25, 2001 Report No.: 01-01-746.
3. Interim Report of Testing and Observation for the Clubhouse area, prepared
by .Earth Systems Southwest, dated June 6, 2001, .Report No:A1-06-713. ,
Submitted herewith is a report of testing' and intermittent observations performed during the
grading on the above referenced project. Grading operations were performed by Nuevo
Engineering Using COI]Ventiollail heavy equipment. Testing was per.fonned as per authorization of
Mr. Johnny Potts.
Test results are presented on (he 'attached test report sheet with their estimated locations plotted
on the accompanying plan. Compaction tests were performed in accordance with ASTM D 2922-
8l , Method A or B, _and AS: N4 D 3017-88 Nuclear Density Test Procedures.
Maximum Density-Optinlurrl Moisture were determined in the .laboratory in accordance with
ASTM D 1557-91, Method.A or C. ,
':fest results are as follows:
Soil Description ° USCS " MaxinlunrDensity I Optimum Moisture
Gray brown silty Sand,
SP -SM 105.5 pcf 15.50
fine grained
Gray brown silty Sand,
SM .106.0 pcf 15.5%
fine grained
a
i
August 2S. He No.: 071 17-1 1
01-07-718
Soil Descrimion LJSCS Maxinlum Density Gptinlrml lmolsture
Brown silty Sand, tine SM 120.0 pcf 11.00/4)
to'nledllllll `'ramcd
Brown Saliva, fine to SP-S.M 12].0 pcf 10.01if,
mcdlunl 4.11'allled with
silt Jumps
Gray brown sandy Silt.
NIL 108.0 pcf 17.0°%
w/ silt lenses
Brown silty Sand, SP, -SM, 109.0 pcf 12 01A
line grained
Brown sandy Silt ML 109.0 pcf 18.0%
Brown sand, line to SP=SM 7 11.0 pcf 12.5°/�
medium grained
Brown silty Sand, fine SM 112:0 pcf 14.5%
grained w/silt layer "
Dark yellow brown silty SM 114.5 pcf I2.5'Yo
Sand, fine grainer]
DISCUSSION:
1. The project .is located oil- the south side of Avenue 52 between Jefferson Street and
Madison Street in.the City o.fLa Quinta, California.
2. .Prior to grading, the site consisted of a mixture of undeveloped land, agricultural land and
ranches.
3. The .proposed development will consist of one eighteen -hole golf course, one nine -hole
golf course, and approximately GOO homes of wood frame and stucco construction.,
4. The scope of our work was based on the referenced geotechnical engineering report, and
plans and staking by others.
S. The site was cleared of any p.re-existing vegetation and prewatered prior to grading
operations. -
G. The building pails were over -excavated to a depth o.f 2.5 feet below existing grade or 2
feet below bottom of footings, whichever was greater, and to a distance of 5 feet beyond
the perimeter footings., The exposed surface was processed by scarification, moisture
conditioning and recompaction.
7. The wall grade areas were over -excavated. toa depth of 2.5 feet below existing grade or 2
feet below bottom -of footings; whichever was greater, and to a distance of 3 feet beyond
EARTH SYSTEMS SOUTHWEST.
e
August 28'2002 3 1-ile No.: 071 17-I 1
01-07-718
S.
9.
l 0.
ll.
12.
13.
14.
15.
16.
17.
is.
19.
20.
21:
21 .
23.
the perimeter .foonnos. The exposed surfrce was processed by scari.licatiorr. 1110isture
conditioning and recompaction.
.In areas where the bottoms of the oyer -excavations were unstable due to high moisture
cotnent, the bottorims Nvere either _excavated_ to 7 feet below pad grade or to 'a depth where
stable soils we.re.encountered.
The wall grade area along, Avenue 52 .upas not over -excavated due to the existing
IlTigation'line_ This area Was pre -watered and compacted from the existing'gradc.
Fill materials consisting ole previously removed soils as well as otlier on-site soils were
placed in relatively'thin lilts and compacted into place
Debris, roots, and large pieces of concrete Were 'either placed in large golf course fills or
were exported from the site.
During grading .operations, concrete irrigation lines were either removed or crushedin
place, andplastic irrigation lines were removed from all structural areas.
Avenue 53 was pulverized between Jefferson Street and Madison. Street. The grindings
were placed in deep fills in parking lot and street areas.
During grading a contaminated trash pit was encountered in the back yards of Lots 273
and 274, and into the.golf course.
During cleanup of the pit, iwo abandoned wells were 'found. The wells were cut to
approximately l0 feet below pad and recapped.
Lots 222 thru 236 were left approximately 6 to S feet low, except for the backyards which
were brought to grade to build the golf course..
A total of 2145 compaction tests were performed.
Test results indicate that after reworking areas of low density and/or low moisture a
minimum of 90% of maxinnim dry density, and moisture near optimum has-been obtained
in the areas tested.
The test locations are approximate and were determined by pacing and sighting from
prominent field .features. . In our work, we' have relied on ..topographic and survey
information provided by others.'
Bearing values given in the referenced report remain applicable.
The foundation designs criteria as outlined in the referenced report still apply.
Please refer,to the reference Geotech.mcai 1✓ngineering.Report .for a:urther inforniation.
Based upon fulltirile` observations and testing. during the grading operations, from
December 11, 2000 through June 7, 2001 on this project, it is our opinion that the grading
has met the intent of the recommendations of the referenced Geoteclinical Engineering
Report, as well as the grading ordinances of the City of La Quinta, .Californ.ia.
ALIOUst ?S, 2002 4 _
File .No.: 07117-11
01-07-718
24. As used herein. the _ tont " observation" implies only'Ahat we observed :the progress of
work we agreed to be involved with, and performed test on which together we based our
opinion as to whether the %v rk essentially complies with job requirements.
25. With any manufactured prOduct, there are statistical variations in its uni.formity and in tile'
accuracy of tests used to measureits quality. As compared with other manufactured.
products, field construction usually presents lame statistical variations in Its 'Uni- Ornllty
and accuracy of test results used to measure its quality. Thus, even with very careful
observation and testing, it cmulot be said that all parts of the product comply with the job
requirements and the degree of certainly is greater Nvith full-time observation than it is
with intennittent observations and testing. Therefore, oiir opinion based oil observing
and testing the work means that there 'is only,a statistically-based, reasonable certainty
that the work essentially complies with the job requirements.
26. We make no warranty, express or implied, except. that our services were performed in
accordance with engineering principles generally accepted at this time and location.
27. It is recommended thatEarth Systems Southwest (ESSW) be provided the opportunity .for
•a general review .of any changes to the findl design and/or location of the proposed
structures in order that earthwork .and foundation recommendations may be properly
interpreted. If ESSW is not accorded the privilege of making this recommended review,'
we can assume no responsibi lity, for misinterpretation of our recommendations.
28. This report is issued with the understanding that it is the responsibility of the owner, or of
his representative; to insure.that.the information and recommendations contained herein
are called to the attention of the architect and engineers for the project and are
incorporated into the plans' and- specifications for the project. It is also the owners.
responsibility, or his representative, to ensure that the necessary'steps are taken to see that .
the general contractor and all subcontractors carry out such recommendations. in the field.
It is further. understood that the owner or his representative is responsible for submittal of
this report to the,appropriate governing agencies.
If there are any questions concerning this report, please do not hesitate' to contact this office.
Respectfully submitted,
EARTH SYSTEMS SOUTIMES'T Reviewed by,
Steven Clanton Shelton L. Stringer
Field Technician GE 2266
Grading/sc/csh/dac
vv OF E SSlpN
Distribution: 4/NRI-LQLP; L.L.C.
c/o Country Club of the Desert
1/RC File LU w No. 2266
2/13D rile Exp.. 6-30-04
FOTfCHN��P
9lFOF Cpl_IF���
EAR"rt•1 SYSTEMS SOUTHWEST
REPORT OF RI?LA'r1VE CONIPAGI'IONS
JOB NAME: Country Club of the Desert JOB NO: 07117-11
LOCA'T'ION: La Quinta, California REPORT NO: 01-07-715
Pape 1 of 60
Test No
Date Tested
Description Elevation (feet)
%Moistu.rcDry
Densit
Relative .
klaxlnIM11
In Place
IIl Place
Compaction
Density
1
12/11/00
PerPlan-MV Lot 124 5.0
18.3
--
--
--
12/11/00
Per Plan -MV Lot. 12 3) 4.5
25.4
--
--
--
12/11/00
Per Plan -MV Lot 122 3.5
17.3
--
--
4
12/11/00
Per Plan Lot 121 3.5
9.0
95.0
90
105.5
5
12/I1/00
Per Plan Lot 121 3.5
12.2
96.5
91
105.5
6
12/11/00
Per Plan Lot 122 4.0
18.2
99.4
94
105.5
7
12/11/00
Per Plan Lot 123 4.5
16.4
97.6
93
105.5
8
12/11/00
Per Plan Lot 123/124 . 4.5
15.3-
96.3
91
105.5
9
12/11/00
Per Plan Lot 124 5.0
18.1
99.8
95
105.5
10
12/11/00
Per Plan Lot 124 5.0
17.2
97.1
.92
105.5
Tests 11-14'
15
12/12/00
Per Plan Lot 124 6.0
1.1.8
103.9
9S
105.5
16 •
12/12/00
Per Plan Lot 124 7.0
16.1
97.9
93
105.5
17
12/12/00
Per Plan Street 5.5
14.6
97.8
93
105.5
18
12/12/00
Per Plan Street 6.5
10.9
100.8
96
105.5
19
12/12/00
Per Plan Lot 123 55
7.6
98.7
94
105.5
20
.12/12/00
Per Plan Lot 123 6.5
12.7
97.5
93
105.5
21
12/12/00
Per .Plan Street 6.0
8.7
101.1
96
105.5
22
12/12/00
Per Plan. :Street 7.0
18.1
94.9
90
105.5
23
12/12/00
Per Plait Lot 122 5.0
9.1
100.3
95
105.5
24
12/12/00
Per Plan Lot 122 6.5
15.1
96.3
91
105.5
25
12/12/00
Per Plan Strut 5.5
10.7
99.4
94
105.5
26
12/12/00
Per Plan Street 7.0
1.3.2
96.1
91
105.5
27
12/12/00
Per Plan Lot 121. 3.5
7.8
100.2
95
105.5
28
12/12/00
Per PIan Lot 121 5.0
9.6
97.6
93
105.5
29
12/12/00
Per Plan Lot 121 7.0
15.2
98.1
93
105.5
30
12/12/00
Per Plan Street 5.5
10.7
100.2
95
105.5
31
12/12/00
Per.Plan. Street 7.0
12.4
95.9
91
105.5
32
12/13/00
Per Plan -MV Lot.] I 1 9.0
11.6
92.1
87*
105.5
33
12/13/00
Per Plan -MV Lot 114 10.0
11.1
95.8
91
105.5
34
12/13/00
Per Plan -MV Lot 117 9.5
7.6
95.1
90
105.5
35
12/13/00
Per Plan -MV Lot 89 8.5
20.1
89.5
84*
105.5
36
12/13/00
Retest #35
17.6
99.1
94**
105.5
37
12/13/00
Per Plan Lot 88 10.0
12.7
96.1
91 .
105.5
38
12/13/00
Per Plan Lot l 18/1 19 9.0
14.4
103.8
98
105.5
39 1
12/13/00 1
Per Plan Lot 118/119 10.5
11.0
102.2
97
105.5
August 28, 2.002
EARTH SYSTEMS SOUTHWEST
REVO.R'I' OI R1+.LATIVE COAJP:ICTIONS .
.JOB NAa\7E Country Club of the Desert
.LOCATION:. La Quinta. California
.JOB NO: 07117-11
RE PO.RT' N O: 0 1 -07-71 S
Pnon 7 of hit
Test No
Date Tested
.Description_ Elevation (feet)
%,.Moister
Dry Density
Relative
Maximum
In Place
In Place
Compaction
Density
40
12/13/00
Per Plan 1lot 116/117 9.5
16.2
103.5
98
105.5
41
12/13/00
Per Plan Lot 1'1;6/1 17 11.0
7.74
100.2
95
105.5
42
12/13/00
Per Plan Lot 115/116, 10.0
11.7
104:3
98
105.5
43
12/13/00
Per Plan Lot 115/116 11.5
18.8
97.3
92
105.5
44
12/13/00
Per Plan Lot 114/115 10.5
12.6
100.6
95
105.5
45
12/13/00
Per Plan Lot 114/115 12.0
7.9#
96:2
91
105.5
46
12/13/00
Per Plan Lot 113 10.5.
15.7
101.0
96
105.5
47
12/13/00 .
Per Plan-. Lot 113 12.0
7.1 #
98.2
93
105.5
48
1.2/13/00
Retest #32
1'4.9
100.6
95`"
105.5
49
12/13/00
Per Plan Lot 111/112 '' 10.5
8.7#
96.7
92
105.5
Tests 50-67'
68
12/14/00
Per Plan Lot 109 _ 12.0
19.8
.97:6
93
105.5
69
12/14/00
Per Plan Lot 109 13.5
19.6
99.1
94
105.5
70
12/1'4/00
Per .Plan L.ot 102/103 10.5
20.7
97.1
93
105.5
71
12/1.4/00
Per Plan Lot 102/103 12.5
17.4
100.4
95
105.5
72.
12/14/00
Per Plan Lot 105/109 10.5
19.6
96.6
92
105.5
73
12/14/00
Per Plan Lot 108/109 12:5
13.2
99.8
95
105.5
74
12/14/00
Per Plan Lot 108/109 1.4.0
14.6
95.2
90
105.5
75
12/14/00
Per Plan Lot 105 10.5
10.0
.99.8
95
105.5
76
12/14/00
Per Plan Lot 105 12.5
16.9
95.6
91
105.5
77
12/14/00
Per Plan Lot. 1,01 12.5.
13.8
96.9
92
105.5
78
12/14/00
Per Plan Lot 101 14.5
16.8
95.1
90
105.5
79
12/14/00
Retest 441 for ttiloisture .
12.7#
99.7
95
105.5
80
12/14/00
Retest #45 for Moisture
11.90
100.2
95
105.5
81
12/14/00
Retest #47 for Moisture -
13.204
98.6
94
105.5
82
12/14/00-
Retest #49 for Moisture
12. IA
.993
95
105.5
Tests 83-94'
95
12/15/00
Per Plan Lot 97/98 10.0
,21.5
95.4
90
105.5
96
12/15/00
Per Plan Lot 97/98 10.5
11.4
100.5.
95
105.5
97
12/15/00
Per Plan . Lot 97/9S 1 l .5
13.6
94.9
90
105.5
98
12/15/00
Per Plan Lot, 99 10.01-,.
12.1
99.8
95
105.5
99
12/15/00
Per Plan Lot 99 11.0
13.6
95:6
91
105.5
100
12/15/00
Per Plan Lot 100 12.5
179
.97.2
92
105.5
101
12/15/00
Per Plan Lot. 100 13.5
12.1
100.2
95
'105.5
102
12/15/00
Per Plan Lot 100 14.5
14.6
95.9 ,
91
105.5
103
.12/15/00
Per Plan Lot 101/102 13.0
19.6
94.5
90
105.5
104
12/15/00
Per Plan Lot 101/102 14.0
14.7
102.4
97
105.5
105
12/15/00
Per Plan Lot 102/103; I3.5
17.1
104.6
99
105.5
IRLPORC Or RELATIVE COMPACTIONS
JOB NAME: Country Club of the Desert
LOCATION: La Quintet, California
JOB NO: 071.17-11
REPORT NO: 01-07-71 S
Peron 1 of 9(1
Test No
Date Tested
Description Elevation (feet)
'%Moister
Dry Density
Relative
Maximum
111 Place
1.11 Place
C0111paGllon
Density
106
12/15/00
Per Plan Lot 102/103: 15.0
14.4
103.2
97
105.5
107
12/15/00
Per Plan Lot 103/104 14.0
13.6
97.6
93
105.5
108.
12/15/00
Per Plan Lot 103/104 15.5
12.1
99.4
94
105.5
109
12/15/00
Per Plan Lot 106/107 13.5'
14.2
101.3
96
105.5
110
12/15/00
Per Plan Lot 106/1.07. 14.5
10.8
98.5.
93
105.5
111,
12/15/00
Per Plan Lot 108 13.5
11.7
102.6
97
105.5
112
12/15/00
Per Plan Lot l 01 ' 13.0
15.3
98.7
94
105.5
.113
12/15/00
Per Plan Lot 101 14.5
22.1
95.4
90
105.5
114
12/15/00
Per Plan Lot 96 12.0
10.4
95.0
90
105.5
115,
12/15/00
Per Plan Lot 96 13.0
12.5
95.7
90
105.5
116
12/15/00
Per Plan Lot 97 14.5
13.6
98.1
93
105.5
117
12/15/00
Per Plan Lot 94- 13.5
14.7
9.9.3
94
I05.5
Hs
12/15/0.0
Per Plan Lot 94 14.5
12.8
95.7
91
105.5
119
12/15/00.
Per Plan Lot 92 14.0
11.9
98.1
93
105.5
120
12/15/00
Per Plan Lot 92 15.0
16.7
99.2
94
105.5
121
12/15/00
Per Plan Lot 95 12.0.
15.2
101..3
96
105.5
122
12/15/00
Per Plan Lot 95 13.5
18.9
94.9
90
105.5
123
12/15/00
Per Plan Lot 99 12.5
12.6
101.4
96
105.5
124
12/15/00
Per Plan Lot 99 74.5
14.7
98.1
93
105.5
125
12/15/00
Per Plan Lot 96 14.5
10.7
.97.3
92
105.5
126
12/15/00
Per Plan Lot 96 15.5
11.9.
96.5
91
105.5
127
12/18/00
Per Plan Lot 120 3.0
10.5
97.3
92
105.5
128
12/18/00
.Per Plan Lot 120 5.0
10.0.
949
90
105.5
129
12/18/00.
Per Plan Lot 120 5.0
. 9.9
99.4
94
105.5
130
12/18/00
Per Plan Lot 120 7.0
9.0
95.8
91
105.5
Tests 131-1321
133
12/18/00
.Per Plan Lot 121 8.0
10.7
99.9
95-
105.5
134
12/18/00
Per Plan Lot 121. 9.5
12.3
96.7
92
105.5
135
12/18/00
Per Plan Lot 122 5.0
10.7
98.3
93
105.5
136
12/18/00
Per Plan Lot 122 9.5
11.1
. 95.9
91
105.5
'137
12/18/00
Per Plan Lot 123 8.0
12.7
100.4
95
105.5
138
12/18/00
Per 'Plan Lot 120 8.5
13.2
94.9
.90
105.5
139
12/18/00
Per .Plan Lot 120 10.5
11.4
95.7
91
105.5
140
12/18/004
Per Plan Lot 91 17.0
13.7
102.2
97
105.5
141
12/18/00
Per Plan Lot 91 18.0
15.9
97.3
92
105.5
142
12/18/00
Per Plan Lot 93 16.0
16.2
100.2
95
105.5
143
12/18/00 1
Per Plan Lot 93 18.0
18.3
96.1
91
105.5
August 28, 2002 EARTH SYSTEMS SOUTHAVEST
REPORT Or RELATI VE CONIPACTIONS
JOB NAME: Country Club of the .Desert
LOCATION: La Quinta, California
JOB NO: 071 17-1 1
REPORT NO: 0 1 -07 -71 S
Test No
Date Tested Description Elevation (.feet)
-. %Moistur-
Dry Densit
Relative
Max.imuni
hi .Place
In Place
Compaction
Density
144
12/18/00 Per Plan Lot 95 17.0
14.1
95.3
93
105.5
145
12/18/00 Per Plan Lot 95 18.5
17.4
95.1
90
105.5
146
12/19/00 Per Plan Lot i S9 9.5
12.5
99.8
95.
105.5
147
12/19/00 Per Plan Lot 'l 89 10.5
13.3
99.2
94
105.5 .
148
12/19/00 Per Plan Lot '191 11.0
10.4
96.9
92
105.5
149
12/19/00 Per Plan Lot 193 14.0
9.5
97.9
93
105.5
150
12/19/00 Per Plan Lot 193 15.0
9.8
101:6
96
105.5
151
12/19/00 Per Plan Lot 197. 14.0
9.5
110.5
92
120.0
152
12/19/00 Per Plan Lot 197 15.0
15.6
99. ]
94
105.5
153
12/19/00 Per Plan Lot 195 11.5.
9.2
962
9I
105.5
154
12/19/00 Per PlanLot 198 13.0
9.0
99.9
95
105.5
155
12/19/00 Per Plan Lot 200 11.5
I0.2
96.7
92
105.5
156
12/19/00 Per Plan Lot 200 12.5
11.4.
100.3
95
105.5
157
12/19/00 Per Plan Lot 192 12:5
10.2.
97.2
92
105.5
158
12/19/00 Per Plan Lot 192 13.5.
11.1
99.3
94
105.5
159
12/19/00 Per Plan, Lot 194 14.0
9.6.
95.9
91
105.5
160
12/19/00 Per Plan Lot 194. 15.0
11.3
98:3.
93
105.5
161
12/19/00 Per Plan Lot 199 11.5
10.7
99.3
94
105.5
162
12/19/60 Per Plan Lot 199 12.5
11.9
100.2
95
105:5
163
12/19/00 Per Plan Lot ISS 9.5
9.6
97.6
93
105.5
164
12/19/00 Per Plan Lot-] 88 . 10.5
10.2
99.9
95
1.05.5
165
12%19/00 Per Plan Lot 193 15:0
6.4
103.7
98
105.5
166
12/19/00 Per Plan Lot 193 16.0
14.2
99.5
94
105.5
167
12/19/00 Per Plan Lot 194 15.5
1.4:4
101.1
96
105.5
168
12/19/00 Per Plan Lot 194 16.5
18.6
96.7
92
105.5
169
12/19/00 Per Plan Lot 198 13.5
14.0
98.6
94
105.5
170
12/19/00 Per Plan Lot 198 14.5
10.6
102:9
93
105.5
171,12/20/00
Per Plan Lot 125 5.5
16:4
95.3
93
105.5
172
12/20/00 Per Plan Lot 125 6.5
110
99.1
94
105.5
173
12/20/00 Per Plan Lot 179 .6.5
11.4
100.9
96
105.5
174
12/20/00 Per Plan Lot 179 7;5
11.0.
104.1
98
105.5
175
12/20/00 Per Plan Lot 180 6.5
11.3
94.9
90.
105.5
176
12/20/00 Per Plan Lot 180 ' 7.5
14.3
101.3
96
I05.5
177
12/20/00 Per Plan Lot_ 18 1 7.0
15.2
101.1
96
105.5
178
12/20/00 Per Plan Lot 1 S 1 8.0
10.0
101.3
96
106.0
179
12/20/00 Per Plan Lot 182 8.0
15.5 1
101.0-
95
106.0
August 25,,2002
EARTH SYSTEMS SOUTHWEST
REPORT' OF REI-ATIVE COINIPACTIONS
.1013 NAME: COLH-itry Club -of -the Desert
JOB NO: 07117-11
LOCATION: La QuInta, California REPORT NO: 01-07-718
Test No
Date Tested
Description Elevation (feet)
%moistureDi-yDensit):
Relative
Maximum
In Ilace,
In Place
Compaction
Density
ISO
12/20/00
Per Plan Lot 182 9.0
14.7
104.7
.99
106.0
181
12/20/00
Per Plan Lot 183 .8-5
13.4
103.6
98
106.0
1 S2
12/20/00
Per Plan Lot 183 9.5
14.5
104.0
98
106.0
183
12/20/00
Per Plan Lot 184 9.0
15.9
98.6
93
105.5
184
12/20/00
Per Plan Lot 184 10.5
17.1
103.8
9S
105.5
IS5
12/20/00
Per Plan Lot 186 8.5
13.1
100.3
95
105.5
186
12/20/00
Per Plan Lot 186 10.0
16.3
103.2
93
105.5
187
12/20/00
Per Plan Lot 186 1.1.0
17.3
99.8
95
105.5
188
12/20/00
Per Plan Lot 184 11-5
15.2
97.6.
93
105.5
189
12/20/00
Per Plan Lot 183 11.0
14.19
101.3
96
105.5
190
12/20/00
Per Plan Lot 182 10.0.
15.3
100.8
96
105.5
191
12/20/00
Per Plan Lot ISO 9.0
12.1
97.6
93
105.5
192
12/20/00
Per Plan Lot 179 8.5.
15.7
99 1 .7
95
105.5
19.31
12/20/00
Per.Plan Lot 125 9.0 .
14. 2
101.2
96
105.5
194
12/21/00
Per Plan Lot 174 5.5
13. 4
103.1
95
109.0
.195
12/21/00
Per Plan Lot 174 6.5
10.2
103.2
95
109.0
I * 96
12/21/00
Per Plan Lot 174 7.5
12.7
98.7
94
105.5
197
12/21/00
Per Plan Lot 175 6.0.
10.8
101.2
96
105.5
198
12/21/00
Per Plan Lot 175 7.5
12.4
100.2
95
105.5
199
12/21/00
Per Plan Lot 175 S.5
14.6
99.3
94
105.5
200
12/21/00
Per Plan Lot 175 6.5
10.5
1 Ol �9
97
105.5
201
12/21 /00
Per Plan Lot 175 S.0
11.2
100.1
95
105.5
202
12/21/00
Per Plan Lot 176 7.0
12.3
103.3
95
109.0
203
12/21/00
Per Plan Lot 176 8.0
14.1
104.3
96
109.0
204
12/21/00
Per Plan Lot 176 9.0
14.9
95.5
91
105.5
205
12/21/00
Per Plan Lot 177 7.0
13.7
l 00.1
95
105.5
206
12/21/00
Per Plan Lot 177 8.5
14.2
97.6
93
105.5
207
12/21/00
Per Plan Lot 178, 6.5
9.2
96.3
91
105.5
208
12/21/00
Pei Plan Lot 178 S.0
11-4
90.0
85*
105.5
209
12/21/00
Retest #208
10.7
95.4
90**
105.5
Tests 210-2121
213
12/21/00
Per.Plan Lot 186 11.5
11.2
99.5
94
105.5
214
.12/21/00
Per Plan' Lot IS6 13.0
13.0
97.9
93
105.5
2.15
12/21/00
Per Plan Lot I S5 12.0
14.2
98.7
94
105.5
2,16
12/21
Per Plan Lot I SS 12.0
116.8
104.0
95
109.0
217
12/21/00
Per Plan Lot I SS 13.0
13.0
100.3
95
105.5
218
12/21/00
Per Plan Lot 191 13.0
'12.7
99.7
95
105.5
ALIgUst, 28, 2002 EARTH SYSTEMS SOUTHWEST
REPORT OF RELATIVE COi11PACTIONS
JOB NAME: Country Club of -the Desert
LOCATION: Lei QUIrita, California
JOB NO: 07117-11
REPORT NO: 0 1 -07-71 S
Pa e o '60
Test No
Date Tested
Description 'Elevation (feet)
%MoisturDry
ry
eJ llt�sit� Relative
.
Maximum
1.11 Place
In Place Compaction
Density
219
12/21/00
Per Plan Lot 191 14.5
14.2
96.7 92
105.5
220
12/21/00
Per Plan Lot 193 15.5
13.6
101.2 96
105.5
221.
12/21/00'
Per Plan Lot 193 16.5
14.5
98.7 94
105.5
222
12/21/00
Per Plan. Lot 190 12.5
10.9
95.1 93
105.5
223
12/21/00
Per Plan Lot 190 14.0
13.6
94.8 90
105.5
224
12/27/00
Per Plan Lot 90 18.0
6.5
110.9 99
112.0
225
12/27/00
Per Plan .Lot 90 19.5
9.5
95? 90
105.5
226
12/27/00
Per Plan Lot 91 16.5
.19.5
101.2 93
109.0
227
12/27/00
Pet Plan Lot 91 18.0
9.0.
108.2 97
112.0
22S
12/27/00
Per Plan Lot 91 19.0
7.4
97.1 92
105.5
229
12/27/00
Per Plan Lot 93 16.5
13.0
105.6 .94
112.0
230
12/27/00'
Per Plan Lot 93 18.5
10.5
1 l 2.3 100
112.0
231
12/27/00
Per Plan Lot 94 16.0.
9.6
105.9 97
112.0
232
12/27/00
Per Plan Lot 94 18.0
10.2
98.7 99
105.5
233
12/27/00
Per Plan .Lot. 95 15.5
12.7
105.S 94
112.0
234
12/27/00
Per .Plan Lot 95 17.5
10.4
99.4 99
105.5
235
12/29/00
Per Plan Lot 125 8.4
8.7
96.3 91
105.5
236
12/29/00
Per Plan. Lot 124 8.7
9.6
99.2 94
105.5
237
12/29/00
.Per Plan Lot 123 9.4
7.3
95.5 91
105.5
238
12/29/00
Per Plan Lot 122 10.2
9.1
96.'9 92
105.5
239
12/29/00
Per .Plan Lot 121 11.0
8.4
99.6 94
105.5
240
12/29/00
Per Plan Lot 120 11.S
7.9
100.3 95
105.5
241
12/29/00
Per Plan Lot 89 11.2
9.2
97.6 93
105.5
242
12/29/00
Per Plan Lot 88 11.6
8.7
99.2 94
105.5
243
12/29/00
Per Pian Lot 119 12.0
9.8
96.1 91
105.5
244
12/29/00
Per Plan Lot 11 S 12.3
7.6
97.3 92
105.5
245
12/29/00
Per Plan Lot 117 12.5
'10.1
95.9 94
105.5
246
12/29/00
Per Plan Lot'] 16 12.8
8.5
98.1 93
105.5
247
12/29/00
Per Plan Lot 115 13.0
9.1
99.4 93
105.5
248
1.2/29/00
Per Plan Lot 114 13.3
7.3
97.8 93.
105.5
249
12/29/00
Per Plan Lot l 13 13.6
7.9
96.5 91
105.5
250
12/29/00,
Per Plan Lot 112 13.9
8.4
95.3 93
105.5
251
12/29/00
Per Plan Lot 190 10.0 BPG
28.9
S6.9 82*
105.5
252
12/29/00
Per Plan Lot 191 11.0 BPG
21.7
91.5 8V:
105.5
ALl ll5t 25, 2002 EARTH SYSTEMS SOUTHIVEST
REPORT 0 REL.ATIV CONI.PACTIONS
.JOB NA.ME: Colintry Club of the Descrt JOB NO: 071 17-1 1
LOCATION: La Quints, California REPORT NO: U1-07-715
:Pi nn 7 -f A
Test No
-Date Tested
DescriptionElevation (feet)
1/uMoistureDry-Density
Relative
TvIaximum
1.n Place
1n Place,
Compaction
Density
253
01/03/01
I Per Plan Lot 83 16.5
15.0
101.8
96
105.5
254
01/03/01
Per Plan Lot S3 17.5
11.4
97.8
93
105.5
255
01/03/01
Per Plan Lot 84 16.5
13.7
100.2
95
105.5
256
01/03/01
Per Plan Lot Sl 13.5
22.5
95.7
91
105.5
257
01/03/01
Per Plan Lot S1 15.0
18.6
95.7
94
105.5
258
01/03/01
Per Plan Lot 82 14:0
14.2
100.9
96
105.5
259
01/03/01
Per Plan Lot 79 16.0
15.3
97.6
93
105.5
260
01/03/01
.Per Plan Lot 79 17.0
13.2
96.1
91
105.5
261
01/03/01
Per Plan Lot SO 17.0
I4.2
9 9. 3
94
105.5
262
01/03/01
Per Pian Lot SO 18.0
13.7
9S.7
94
105.5
263
01/03/01
Per Plan Lot 77 19.0
14.2
95.6
91
105.5
264
01/04/01
Per .Plan Lot S4 18.0
15.1
99.5
94
105.5
265
01/04/01
Per Plan Lot 84. 19.0
11.8
99.6
94
105.5
266
01/04/01
Per Plan Lot S3 19.0
14.6
98.7
.94
105.5
267
01/04/01
Per Plan Lot 92 18.0
16.5
96.9
92
105.5
268
01/04/01
I Per Plan Lot 82 19.0
11.2.
99.1
94
105.5
269
01/04/01,
Per Plan Lot 81 18.0
13.1.
100.2
95
105.5
270
01/04/01
Per Plan Lot.80 17.5
13.7
101.2.
96
109.0
271
01/04/01
.Per Plan Lot SO 19.5
9.2
105.8
97
109.0
272
01/04/01
Per Plan Lot 79 18.0
12.7
98.3
93
105.5
273
01/04/01
Per Plan Lot 205 7.5
9.3
105.8
97
109.0
274
01/04/01
Per Plan ': Lot 205 9.0
15.7
100.6
92
109.0
275.
01/04/01
Per Plan Lot 205 .10.5
6.5
97.4
93
105.5
276
0I/04/01
Per Plan Lot 206 7.5
7.8
107.8
96
112.0
277
01%04/01
Per Plan. Lot 206 9.0
13.6
106.4
95
112.0
278
01/04/01
Per Plan Lot 206 10.5
8.2
95.1
90
105.5
279
01/04/01
Per Plan Lot 207 8.0
9.2
103.1
98 .
105.5
280
01/04/01
Per Plan Lot 207 9.5
16.0
102.1
100+
109.0
281
01 /04/01
Per Plan Lot 208 3.0
10.6.
104.9
96
109.0
282
01/04/01
Per Plan Lot 208 I0.0 .
14.2
101.7
93
109.0
293
01/04/01
Per Plan Lot 209 7.0
9.3
104.0
95
109.0
284
01/04/01
Per Plan Lot 209 8.5
12.3
100.1
92
109.0
285
U1/04/01.
Per Plan Lot 210 6.5
10.2
105.6
97
109.0
286
01104101
Per .Plan Lot 210 8.0
14.2
101.8
93
109.0
287
01/04/01
Per Plan Lot 211 7.0
8.6
107.2
98
109.0
289
01/04/01
Per Plan Lot 2 L 1 8.5
12.3
102.2
94
109.0
289
01/04/01 1
Per Plan Lot 212 6.0
10.1 1
104.3
96
109.0
August 28, 2002 EARTH SYSTEMS SOUTHWEST
11EPORT OF RELATIVE CO11IP 1C'TIONS
JOB NAI IE: Country Club of the -Desert
LOCATION: La Quinta.. California
JOB NO: 07117-11
1111" PORT NO: 0 1 -07-71 S
Paae 4 of 61)
Test No
Date Tested
Description Elevation (feet)
%Ivloistur
Dry Densit}
Relative
Maximum
In Place
In Place
Compaction
Density
290
01/04/01
Per Plan Lot 212 8.0.
15.2
99.7
91
109.0
291
01/04/01
Per Plan Lot 213 5.0
8.3.
106-4
9S
109.0
292
01/04/01
Per Plan Lot '213 . 7.0
14.3
99.9
9.1
109.0 .
293
01/04/01
Per Plan Lot 75 18.0
6.9
102.4
9S
105.5
294
01/04/01
Per Plan Lot 75 19.0
15.4
97.9.
93
105.5
295
01/04/01
Per'Plan Lot 190 7.5
7.9
100.3
95
105.5
296
01/04/01
Per Plan Lot 190 8.5
7.8
105.6
97
109.0
.297
01/04/01
Per Plain "Lot 191 7.5
9.2
101.2
96
105-5
298
01./04/01
Per Plan Lot 191 8:5
S.7
104-1
95
109.0
299
01/08/01
Per Plan Lot I 0 FPG
7:6
100.1
95
105.5
300
01/08/01
Per Plan Lot 107 FPG
6.3
98.3
93
105.5
301
01./0S/01
Per Plan Lot 106, FPG
8.1
.99.2
94
105.5
302
01 /OS/O1.
Per Plan Lot 105 FPG
7.4
96.8
92
105.5
303
01 /OS/01
Per Plan Lot 104 FPG
7.9
99.4
94
105.5 .
304
01/08/01
Per Plan Lot 103 FPG
. 6.7
98.7
94
105.5
305
01/08/01
Per Plan .-Lot 102 FPG
7.1
100.6
95
105.5
306
01/0S/01
Per Plan Lot 101 FPG
S.3
102.3
94
109.0
307
01/08/01
Per Plan Lot 100- :. FPG
6.9
104.7.
96
109.0
308
0HOS/01
Per Plan Lot 99 FPG
7.5
1.03.6
95
109.0
309
01/OS/01
Per Plein Lot 98 FPG
7-7
101.9
93
109.0
310
01/08/01
Per Plan. Lot*97FPG
6.S -
104.2
96
109.0
311
0110S101
Per Plan Lot 96 FPG
S.7
103.1
95
109,0
312
01/08/01
Per Plan Lot 95 FPG
7.4
'98.7
94
105.5
313
01/08/01
Per Plan Lot 94 FPG
6.6
101.3
93
109.0
314
01/OS/01
Per Plan Lot 93 FPG
7.2
107.6
96
112.0
315
01/08/01
Per Plan 'Lot 92 FPG
6.7
.103.1
95
109.0
316
01/08/01
Per Plan Lot 91 FPG
.7:5
104.7
96
109.0
317
01/08/01
Per Plan Lot 90 FPG
8.1
101.2
93
109.0
318
01/08/01
Per Plan . Lot 74 21,0
10.1
111.6.'-
99
112.0
319
01/08/01
Per Plan Lot 74" 22:5
8.2
109.3
98
112.0
320
01/08/01
Per Plan Lot 74 24.0
7.9
101.8
93
109.0
321
01/08/01
Per Plan Lot 76 21.0
9.9 "
102.8
94
109.0 .
322
01/OS/0I
Per Plan Lot 76 22.0
9.0
105.5
97
109.0
323
01/08/01
Per Plan Lot 76 24.0
S:3
101.3
93
.109.0
324.
01/08/01
Per Plan Lot 78 20.0
13.9.
107.3
96
1.12.0
325
01/08/01
Per Plan Lot 78 21.5-
7.9
108.8
97
112.0
326 -
01/08/01
Per Plan Lot 78 23:0
8.3 1
102:7
92 1
112.0
August 28, 2002
EA.RTII SYSTEMS SOUTI:IWEST
REPORT OFRELATIVL COMPACTIONS
.JOB NAME: Country Club of the Desert
LOC:ITION:.La Quinta, California
.JOB NO: 071.17-11
REPORT NO: 0l -07-718
Page 9 of 60
Test No
Date Tested
Description Elevation (feet)
. %Moisture
Dry Density
Relative
Maximum
In Place
In Place
Compaction
Density
327
01/08/01
Per Pian Lot 81 21.0
13.3
104.3
93
1 12.0
32S
01/08/01
Per Plan Lot 81 23.0
10.9
10'1.5
93
112.0
329
01/08/0.1
Per .Plan Lot S3 21.5
12.2
105.3
94
l 12.0
330
01/08/01
Per Plan Lot 83 22.5
10.9
103.7
93
112.0
331 '
01/09/01
Per Plan Street 3.5 .BSG
10.2
101.3
93
109.0
332
01/09/01
Per Plan Street 1.5 BSG
9.7
100.1
92
109.0
333
01/09/01
Per Plan Street 3.0 BSG.
11.3
103.7
95
109.0
334
01/09/01
Per Plan Street 1.5 BSG
8.9
104.2
96
109.0
335
01/09/01
Per Plan Street 3.0 _BSG
10.8
102.8
94
109.0
336
01/09/01
Per Plan _ Street - 1.5 BSG-
11.2
101.7
93
109.0
337
01/09/01
Per Plan Lot 213 8.5
8.7
101.8
93
109.0
3.38
01/09/01
Per Plan Lot 212 9.0
7.9
100.7
92
109.0
339
01/09/01
Per Plan Lot 211 9.0 .
9:1
104.8
96
109.0
340
01/09/01.
o
Per Plan Lot. 210 9.0
8.3 .
103.6
95
109.0
341
01/10/01
Per Plan 14.0
10.2
98.7
94
105.5
342
01/10/01
Per Plan 16.0
11.6
99.1
94
105.5
343
01/10/01
Per Plan 15.0
10.9
96.7
92
105.5
344
01/10/01
Per Plan , 16.5
9.3
98.9
94
105.5
345
01/10/01
Per Plan 17.5
10.4
95.8
91
105.5
346
01/10/01
Per Plan 20.0
9.7
102.7
94
109.0
347
01/10/01
Per Plan 21.5
. 10.2
103.5
95
109.0
348
01/10/01
Per Plan '20.5
11.3
101.6
93
109.0
349
01/10/01
.Per Plan 22.5
12.4
105.7
97
109.0
350
01/10/01
Per Plan '24.0
10.9
100.9
93
109.0
351
01/16/01
Per Plan Street 15.5
6.3
104.7
96
109.0
352
01/16/01
Per Plan Street 16.5
14.3
103.3
95
-109.0
353
01/16/01
Per Plan Street 16.0
5.6
101.0
96
105.5
354
01/16/01
Per Plan Street 18.0
18.6
103.7
95
109.0
355
01/16/01
Per Plan Street 20.0
21.6
101.7
93
109.0
356
01/16/01
Per Plan Street 16.5
7.2
100.6
95
105.5
357
01/16/01
Per Plan Street 18.5
16.8
107.3
97
109.0
358
01/16/01
Per Pian. Street 20.5
19.1
104.1
96'
109.0
359
01/16/01.
Per Plan Street 17.5
17.2
105.2
97
109.0
360
01/16/01
.Per Plan Street 19.5
18.8
101.8
93
109.0
361
01/16/01
Per Plan Street 18.0
7.6
101.1
96
109.0
August 28, 2002 EARTH SYSTEMS SOUTHWEST
REPORT, 011 RI' l-ATIVE COiNIPACTIONS
JOB NAIME: Country Club of the Desert JOB NO: 07117-11
LOCATION: La Quinta, California REPORT NO: 0 1 -07-71 S
Paor 10 of 110
Test No
Date Tested
Description Elevation (feet)
%Moistur
DryDensit
Relative
Mia"imam
in Place
In Place
Compaction
Density
362
01/1.6/01
Per Plan Street 20.0
16.3
102.7
94
109.0
363
01/16/01
Per Plan Lot 186 14.5
12.3
I04.7
96
109.0
364
01/16/01
Per Plan Lot 185 13.5
13.6
102.8
94
109.0
365
01/16/01
Per Plan Lot 184 12.5'
14.2
105.6
97
109.0
366
01/16/01
Per Plan Lot 183 11.5
12. 3,
106.1
97
109.0
367
01/16/01
Per PIan Lot 182 10.5
13.2
103.3
95
109.0
3.68
01/16/01
Per Plan Lot 1 S l 10.0
10.9
104.1
95
109.0
369
01/16/01
Per Plan Lot ISO 10.0'
11.6
104.7
96
109:0
370
01/16/01
Per Plan Lot 179 9.5
11.3.
103..9
95
109.0
371
01/16/01
Per Plan Lot 205 14.0
12.1
102.5
94
109.0
372
01/16/01
Per Plan Lot 206 13.5.
14.2
105.7
97.
109.0
373
01/16/01
Per Plan Lot. 207 1.2.5
13.6
104.1.
96
109.0
374
01/16/01
Per Plan Lot 208 11.5
14.1
103.9
95
109.0
375
01/16/01
Per Plan Lot 209 10.5.
12.8
102.8
94
.109.0
376.
01/17/01
Per Plan. Building 8.5
12.3
101.2
96
105.5
377
01/17/01
Per Plan Building 13.0,
14.2
99.7
95
105.5
373
01/17/01
Per Plan Building 10.0
19.1
96.6
86*
112.0
379
01/17/01
Per Plan . Building 11.0
17.3
97.1
87*
112.0
3SO
01/18/01
Per Plan Lot 63 11.0
10.6
96.8
92
•105.5
381
01/18/01
Per Plan Lot 63 12.5
9.S
97.5
92
105.5
382
01/18/01
Per Plan Lot 62 12.0.
10.5
95.7
91
105.5
383
01/18/01
Per Plan Lot 62 13.5
9.9
96.6
92
105.5
384
O1/l S/O1
Per Plan Lot 61 14:5
9.6
97.2
93
105.5
385
01/18/01
Per Plan Lot 61 16.0
10.7
96.7
92
105.5
3S6
O1/18/O1
Per Plan Lot 60 14.0
11.6
98.9
94
105.5
387
01/18/01
Per Plan Lot 60 15.5
11.9
1.01.0
96
105.5
3SS
01/18/01
Per Plan Lot 59 11.5
9.1
103.4
95
109.0
389
01/18/01
Per Plan Lot 59 13.0
13.1
103.3
95
109.0
390
01/18/01
Per Plan Lot 58 .15.0
10.7
102.3
93
109.0
391
01/18/01
Per Plan Lot 58 16.5
14.2
104.2
96
109.0
392
01/18/01
Per. Plan Lot 57 16.0
10.1
103.8
95
109.0
393
01/I8/01
Per Plan Lot 57 17.5
13.2
101.7
93
109.0
394
01/18/01
Per Plan Lot 56 14.5
11.1
111.5
99
112.0
395
01/18/01
Per Plan Lot 56 16.5
11.7
102.0
90
112.0
396
Ol/l S/Ol
Per Plan Lot 52 14.5
14.0.
99.8
91
109.0
397
01 /18/01 1
Per Plan Lot 52 15.5
.13.8 1
100.8 1
91 1
109.0
August 28, 2002 EARTH SYSTLINIS SOUTHWEST
REP0)12T OF REI,A'1'IVE coivwACTIONS
..JOB NA11'I.E: Country Club of the Desert
LOCATION: La nui►ita, California
JOB NO: 07117-11
REPORT NO: 0 1 -07-718
13-10p 1 1 nf' 11h
Test No
Date Tested
Description Elevation (feet)
%moister
Dry Density
Relative
]vla�imurn
In Place
In Place
Compaction
Density
398
01/18/01
Per Plan Lot 49 14.5
10.7
100.9
95
105.5
399
01/18/01
Per Plan Lot 49 15.5
10.3
98.3
93
105.5
400.
01/18/01
Per Plan Lat 4S , . 15.0
10.7
l Ol .5
93
109.0
401
01/18/01
Per Plan Lot 45 16.5
11.6
105.1
96
109.0
402
01/18/01
Per Plan Lot 47 15:5
10.8
103.6
95
109.0
403
01/18/01
Per Plan Lot 51. 15.5
11.2
102.8
94
109.0
404
01/18/01
Per Plan Lot 51 17.0
9.7
104.6
96
109.0
405
01 /18/01
Per Plan Lot 54, ` ] 6:5
10.1
107.2
96
112.0
406
01/18/01
Per Plan Lot 53 17.0
9.6
106.3
95
112.0
407
01/18/01
Retest#378
19.6
103.0
91**
112.0
408
01/18/01
Per Plan Building 12.0
17.2
1019
91
112.0
409
01/18/01
Retest #379
12.7
101.8
W" .
105.5
410
01./18/01
Per Plan Building 13.0
11.3
97.1
92
105.5
411
01/151,01
Per Plan Building 15.0
18.2
107.0
95
112.0
412
01/18/01
Per Plan Building 17.0
15.9
107.9
96
1 12.0
413
01/18/01
Per Plan Lot ISS 12.5
12.5
.105.2
97
109.0
414
01/18/01
Per Plan Lot 188 14.0
9.1
107.2
98
109:0
415
01/18/01
Per .Plan- Lot 188 15.5
10.8
100.1
92
109.0
416
01/18/61
Per Plan Lot 190 13.0
13.4
101.8
96
105.5
417
0.1/18/01
Per Plan. Lot 190 15.0
10.8
98.8
93
105.5
418
01 /18/01
.Per Plan Lot 190 16.5
11.3
100.0
95
105.5
419
01/18/01
Per Plan Lot 191 11.0
12.6
10113
96
105.5
420
01/18/01
Per Plan Lot 191 13.0
14.2
99.7
95
105.5
421
01/18/01
Per Plan Lot 192 14.5
13.8
104.2
96
109.0
422
01/18/01
Per Plan Lot 192 16.5
12.0
1.07.2
96
112.0
423
01/18/011
Per Plan Lot 192 18.0
11.8
105.7
94
112.0
424
01/18/01
Per Plan Lot 193 14.5,
12.1
I04.3
93
112.0
425
01/18/01
Per Plan Lot 193 16.0
10.4
107.8
96
112.0
426 ,
01/18/01
Per Plan Lot 1.93 18.0
10.3
101.7
91
112.0
427
01/18/01
Per Plan Lot 194 16.0
10.6
104.0
93
112.0 .
428
01/18/01
Per Plan Lot 194 18.0
11.7
102.6
92
112.0
429
01/18/01
Per Plan Lot 194 19.0
9.7
95.9
91
105.5
4 30 :
01/18/01
Per Plan .Lot 191. 14.5
12.6
99.7
95
105.5
431
01/18/01
Per Plan Lot 191 16.5
13.2
96.7
92
105.5
432
01/18/01 .
Per Plan Lot 189 14.5
12.6
101.2
93
109.0
433
01/18/01
Per Plan Lot 159 16.0
10.8
100.3
92
109.0
434
01/18/01
Per Plan Lot 192 .19.0
13.7
100.9
93
109.0
435 1
01/18/01
Per Plan Lot 192 20.5
11.6
101.2
93
109.0
August 28, 2002 EARTH SYSTEMS SOUTHWEST
a 11
REPORT OF RI LATIVE COMPACTIONS
JOB NAME: Country Club of the Desert J013 NO.: 071 17-1 1
LOCATION: La nlll.ntel, CaliJoi-nia
01/19/0I
Per Plan Lot 61 17.0
9.7
REPORT NO:
Pa
0 1 -07-71 S
e 12 o1' 60
Test No
Date Tested
Description
Elevation
(feet)
%VIoistur-
DryDensit
Relative
MaxiMLIIII
01/19/01
Per Plan Lot 197 17.0
10.8
96.7
92
I:n Place*
In Place
Compaction Density
436
01/18/01
Per Plan
Lot 194
20.0
10.2
103.7
95
109.0
437
01/18/01
Per Plan
Lot 194
21.0.
14.2
100.3
92
109.0
43 8
01/1S/01
Per Plan
Lot 175
9.4
10.3
99.S
95
10-5.5
439
01/18/01
Per Plan
Lot 176
9.7
9.6
100.2
95
105.5
440
01/18/01
Per Plan
Lot 177
10.0
.9.6
96.7
92
105.5
441
01/18/01
Per Plan
Lot 178
9.5
10.2
99.8
95
105.5
4=42
01/18/01
Per Plan
Lot 212
9.4
8.7
97.3
92
105.5
443
01/18/01
Per Plan
Lot 2-11
9.7
9.3
982
93
105.5
444
01/18/01
Per Plan
Lot 210
10.0
8.5
100.1
95
105.5
=445
01/18/01
Per Plan
Lot 203
10.0-
7.9
106.8
98
109.0
446
01/18/01
Per Plan
Lot 203
11.5
8.7
99.5
92
109.0
447
01/18/01
Per Plar
Lot 202
10.0
13.6
94.5
90
105.5
44S
01/18/01
Per Plan
Lot 202
12.0
10.2
95.2
90
105.5
449
01/18/01
Per Plan
'Lot 201
09.0
9.6
103.6
9S
105.5
450
01/19/-01
Per Plan
Lot 201
10.0
10.2
104.1
99
105.5
451
01/18/01
Per Plan
Lot 200
12.0
10.8
103.9
98
1055
452
01/18/01
Per Plan
Lot 200
13.5
12.2
103.1
98
105.5
453
01/18/01
Per Plan
Lot 199.
14.0
9.7
104.2
99
105.5
45=4
01/18/01
Per Plan
Lot 199
15.0
12.8
103.9
9S
105.5
=455
01/18/01
Per Plan .
Lot 198
15.5
1 l .7
101.3
96
105.5
456
01/18/01
Per Plan
Lot 198
16.5
14.2
99.7
95
105.5
457
01/19/0I
Per Plan Lot 61 17.0
9.7
96.5
92
105.5
-158
01/19/01
Per Plan Lot 197 14.5
12.3
99.8
95
105.5
459
01/19/01
Per Plan Lot 197 17.0
10.8
96.7
92
105.5
460'
01/19/01
Per Plan Lot 197 19.0
.11.6
96.9
92
105.5
461
01/19/01
Per Plan Lot 203 12.5
11.5
101.7
96
105.5
4(i2
01/19/01
Per Plan Lot 203 14.5
10.8
99.1
94
105.5
463
01/19/01
Per Plan Lot 201 12.0.
12.6
100.2
95
105.5
464
01/19/01
Per Plan Lot 201 13.5
10.4.
98.3
93
105.5
465
01/19/01
Per Plan Lot 201 15.0
11.4
95.3
90
105.5
466
01/19/01
Per Plan Lot 199 16.5
8.1
105.1
92
112.0
467
01/19/01
Per Plan Lot 199 .18.0.
17.2
96.9
92
105.5
468
01/19/01-
Per Plan Lot 19S 19.0
15.7
102.0
97
105.5
46.9
01/19/01
'Per Plan Lot 198 20.0
10.5
102.1
97
105.5
470
01/19/01
Per Plan Lot 200 17.5
12.3
101.1
96
105.5
471
01/19/01
Per Plan Lot202 16.0
14.2
99.6
95
105.5
ALH"I t 28 2002
EARTH SYSTEMS SOUTHWEST'
RE 11010", OF IU
COI•I:I'.4C"I IONS
.JOB NAME: Country.Club of the Desert
LOCATION: La Quinta, California"
JOB NO: 07117-11
REPORT NO: 01-07-718
Pnnn 7 Z of A(1
Test No
.Date Tested
Description Elevation (feet)
%Moistur
Dr_y Densit
Relative
Maximum
In Place
In Place
Compaction
Density
472
01/22/0)
Per Plan Lot 58 17.5
9.S
99.2
95
I05.5
473
01/22/01
Per Plan Lot 58 19.0
9.1
l 12.5-
97
1.16.0
474
01/22/01
Per Plan Lot '55 16.5
12.2
103.2
95
109.0
475.
01/22/01
Per Plan Lot 55 1S.0
10.9
101.9
93
109.0
476
01/22/01
Per Plan Lot 60. 17.5
12.6
101.1
96
105.5
477
01/22/01
Per Plan Lot 60 19.01
10.1
1132
98
116.0
47S
01/22/01
Per Plan Lot 63 15.0
10.7
102.7
94
109.0
479
01/22/01
Per Plan Lot 63 16.5
8.7
100.1
92
109.0
480
01/22/01
Per Plan Lot 48 15.5
14.1
97.7
93
105.5
481
01/22/01
Per Plan Lot 48 17.5
17.8
105.9
95
112.0
432
01/22/01
Per Plan Lot 51 16.0
13.6
99.3
95
105.5
483
01/22/01
Per Plan Lot 51 17.5
15.8
106.5
96
112.0
484
01/22/01
Per Plan Lot 45 15.0
.14.7
103.2
95
109.0
4S5
01/22/01.
Per Plan Lot 45 16.5
.10.8
100.8
92
109.0
4S6
01/22/01
Per Plan Lot 37 10.5
20.2
101.6
93
109.0
487
01/22/01
Pei Plan Lot 37- 12.0
10.8
101.3
90
112.0
488
01/22/01Per
Plan Lot 39 13.0
12..8
102.7
94
109.0
489
01/22/01
Per Plan Lot 39 14.5
10.3
105.6
94
112.0
490
01/22/01
Per Plan Lot 41 12.0
11.6
102.9
94
109.0
491
01%22/0]
Per Plan.Lot 41 13.5 -
10.9
100.4
92
109.0
492
01/22/01
Per Plan Lot 43 .13.5
11.6
102.3
94
109.0
493
01/22/01
Per Plan Lot 43 15.0
10.2
100.1
92
109.0
.494
01/22/01
Per Plan Lot 43 16-0
12.6
99.8
92
109.0
495
01/22/01
Per Plan Lot 40 15.0
10.9
101-3
93
109.0
496
O1 /22/01.
Per Plan Lot 42 16.0
11.3
102.7
94
109.0
497
01/23/01
Per Plan Lot 52 17.5
11.2
109.9
96
114.5
49S
01/23/01
Per Plan Lot'52, 1S.5
18.7
108.1
94
114.5
499
01/24/01
Per Plan Lot 15 110
9.9
96.8
92
105.5
500
01/24/01
Per Plan Lot 15` : 14.0
7.6
97.8
93
105.5.
501
01/24/01
Per Plan Lot 15 15.0
10.6
96.6
92
105.5
502
01/24/01
Per Plan LotIs 14.0
10.9
99.8
95
105.5
503
01/24/01
Per Plan Lot IS 15.0
8.7
97.2
92
105.5
504
01/24/01
Per Plan Lot IS 16.0
9.6
100.1
95
105.5
505
01/24/01
Per Plan Lot 21 16.5
.9.3
95.9
91
105.5
506
01/24/01
Per Plan Lot 21 1,7.5
10.2
97.3
92
105.5
nugust 2S, 2002 EARTH SYSTI.Ci MS SOUTI-INVEST
IIE,PORT OF RELA'riv1:;
R.I.P012'I'.Ofl' RELATIVI? COMPACTIONS
JOB N:i.1\rIE: Country Club of the Desert
LOCATION: La Quinta, CaliJIbmia
JOB NO: 07117-11
REPORT NO: 01-07-71 S
August 28, 2002 EARTH SYSTEMS SOUTHWEST
Page
15 of 60
'Test No
Date Tested
Description
Elevation (feet)
%Moister-
Dry Densit
Relative
Maximum
In Place
In Place
Compaction
Density
543
01/29/01
Per Plan
Lot I SS
16.4
6.8
102.8'
94
109.0
544
01 /29/01
Per Plan
Lot 189
17.5
8.9
.102.2
94
109.0
545
01,/29/01
Per. Plan
Lot 190
18.5
7.S
95.3
90
105.5
546
01/29/01
Per Plan
Lot 191
19.1
8.9
96.1
91
105.5
547
01/29/01
Per Plan
Lot 191
20.3
9.3
98.5
94
105.5
545
01/29/01
Per Plan
Lot 193
21.6
7.8
99.1
94
105.5
549
01/29/01
Per Plan
Lot, 194
22.0
7.5
96.3
91
105.5
550
01/29/01
Per Plan _
Lot 197
22.0
16.4
96.1
91
105.5
551
01/29/01
Per Plan
Lot 198
21:6
15.3
99.7,
95
105.5 '
552
01/29/01
Per Plan
Lot 199
20.1
8.2
99.0
94
105.5
553
01/29/01
Per Plan"
Lot.200
19.0 "
8.7
101..1
96
105.5
554
01/29%01
Per Plan
Lot 201
18.4
13.3
94.9
90
105.5
555
01/29/01
Per Plan
Lot -202
17.5
9.7
100.2'
95
105.5
556
01 /29/01.
Per Plan.:
Lot 203
16.4
8.6
98.3
93
105.5
557.
01/30/01
Per Plan
13.0
14.9
112.3
98
114.5
55S
01/30/01
Per Plan
15'.0'
12:2
107.1
94114.5
559
01/30/01
Per Plan
12.5
10.4
109.8
96
114.5
560
01/30/01
Per Plan
14.5
. 10.2
105.0'
92
114.5
561
01/30/01'
Per Plan
11.0.
9.8
102.5
.97
105.5
562
01/30/01
Per Plan
13.0
12.0
99.2
91
109.0
56 3
01/30/01
Per Plan
10.5
10.1
101.3
96
105.5
564
01/30/01
Per Plan
12.5
10.9
100.3
92
109.0
565
02/01/01
Per Plan
17:5.
14.4
110.5
97
114.5
566
02/01/01
Per Plan
19.0
15.2
109.5
96
114.5
567
02/01/01
Per Plan
16.0
14.1
100.6
92
109.0
56S
02/01/01
-Per Plan
17.5
1.0.8
96.6
92
105:5
569
02/01/01
Per Plan
16.0 1
13.6
102.6
'94
109.0
570
02/01./01
Per Plan
] 7:5
14.2
97.1
92
105.5
571'
"
-02/02/01
Per Plan
Lot 63
21:0
11.1
102.8
94
109.0
572
02/02/01
Per Plan
Lot 63
.23.0.
12.3
96.7
92
.
105.5
573
02/02/01
Per.Plan
Lot"60
20.0
10.9
100.1
92
109.0
5.74
02/02/01
Per Plan
Lot 60
21.5
10.1
95.7
91
105.5
575
02/02/01
Per Plan
Lot -57
19.0
11.3
99.7
91
109.0
576
02/02/0I .Per
Plan
Lot 57
21.0
9.7
`100.1
92 "
109.0
577
02/02/01 1
Per Plan
Lot 53
18.5
10.8
103.2
95
109.0
August 28, 2002 EARTH SYSTEMS SOUTHWEST
REPORT OF RELATIVE COINIPACT.IONS
JOB NAME: Country Club of the Desert JOB NO: 07117-11
LOCATION: La Quinta, California
REPORT NO: 01-07-718
Annn 1 ( of �!1
Test No .Date Tested
Description Elevation (feet)
`:4,MoistureDry
Densit)
Relative
Maximum
In Place
In Place
Compaction
Density
578 02/02/01
Per .Plan Lot 53 20.0
12.2
104.5
96
I09.0
579 02/02/01
_
Per Plan Lot 48 17.0
13.3
101.9
93
109.0
580 02/02/01
Per Plan Lot 48 19.0
16.0
104.7
96
109.0
581 02/02/01
Per Plan Lot 45 16.0
14.2
100.1
92
109.0
582 02/02/01
Per,Plan Lot 45 17.5
13.9
99:3
91
109.0
583 02/02/01
Per Plan Lot 41 16.0
16.7
IO2.3
94
109.0
584 02/02/01
Per Plan Lot 41 17.0
15.7
101.1
93
109.0
585 02/02/01
Per Plan Lot 38 15.0
14.3
104.3
96
109.0
586 02/02/01
Per Plan Lot 38 16.5
16.9
101.1
93
109.0
° 587 02/02/01
Per Plan Lot 37 14.5
15.7
100.1
92
109.0
588 02/02/01
Per Plan Lot 37 16.0
18.1
102.3
94
109.0
589 02/02/01
Per :Plan Lot 37 19.0
15.6
97.6
93
105-5
590 02/02/01
Per Plan Lot 37 21.0
14.2
99.7
95
105.5
591
(\o test taken
592 ,02/05/01
Per Plan Lot 15.. 18.0
{ 8.4
99.5
92
109.0
593 02/05/01
Per Plan Lot 15 19.5
102
99.2
92
109.0
594, 02/05/01
Per Plan Lot 18 17.0
14.9
102.7
92
112.0
595 02/05/01
Per Plan Lot•18 18.5
13.2
103.2
92
112.0
596 02/05/01
Per Plan Lot 23/24 15.5
9.4
102.6
92
112.0
597 02/05/01
Per Plan Lot 24 17.0
9.8
101.1
90
112.0
598 02/05/01
Per Plan Lot 2.5/26 15.0
18.1
104.7
91
114.5
599 02/05/01
Per .Plan Lot 25 16.5
9.8
103.4
90
114.5
600 02/05/01
Per Plan Lot 63 24.5
18.7
9S.5
90
109.0
601 02/05/01
Per Plan Lot 62 24.0
1.5.5
102.9
94
109.0
602 02/05/01
Per Plan Lot 6,1 23.1
14.4
104.3
96
109.0
603 02/05/01
Per Plan Lot 60 22.7
12.0
101.6
93
109.0
604 02/06/01
Per Plan 20.0
9.3
103.3
90
114.5
605 02/06/01
Per Plan 22.0
8.5,
104.7
91
114.5
606 02/06/01
Per Plan 18.5
17.2
109.5
96
114.5
607 02/06/01
Per Plan 20.5
15.4
110.8
97
114.5
608 02/06/01
Per Plan 16.5
11.1
104.3
93
1110
609 02/06/01
Per Plan 18.5
14.7
101.7
91
1 12.0
610 02/06/01
Per Plan 15.0
12.9
103.4
92
112.0
611 02/06/01
Per Plan 20.0
152
100.9
90
112.0
612 02/06/01
Per Plan 17.5
11.9
107.6
94
114.5
613 1. 02/06/01
Per Plan 19.5
12.3
104.9
92
114.5
August 28, 2002 EARTH SYSTEMS SOUTH�VF,ST
REPORT Or 12ELA`I'IVE CONIPACTIONS
JOB NAME: Country Club.of the Desert JOB NO: 07117-1'l
-.LOCATION: La Quinta. California REPORT NO: 0 1 -07-718
pubo 17 n1' ('n
Test No
Date Tested
Description Elevation (feet)
MuNloistur-
Dry Densit�
Relative
Maxin711111
In Place
In Place
Compaction
Density
614
02/06/01
Per Plan 16.0.
9.8
103.8
91
114.5
61.5
02/06/01
Per .Plan 18.0
10.9
104.5
91
114.5
616
02/06/01
Per Plan Lot'59 X2.5
10.9
110,.5
97
114.5
617
02/06/01
Per Plan Lot 5S .222
6.4
103.7
91114.5
618
02/06/01
Per Plan Lot 57 22.0
14.1
105.6
92
114.5
619
02/06/0.1
Per Plan Lot 56 21.7
11.3
103.3
90
114.5 ,
620
..02/06/01
Per Plan Lot 55 21.5
13.1
106.1
93
114.5
621
02/06/01
Per Plan Lot 54 21.2
10.9
110.5
97
114.5
622
02/06/01
Per Plan Lot 53 21.1
S.2 :.
103.8
91
114.5
623
02/09/01
Per Plan Lot 229 9.5
12.4
105.5
94
112.0
624
02/09/01
Per Plan Lot 229 11.5
8.5
103.9,
93
112.0
625
02/09/01
Per Plan Lot 227 -10.0
:11.1
106.1
95
112.0
626
02/09/01-
Per Plan Lot 227 12.0
9.2
103.4
92
112.0
627
02/09/01
Per Plan Lot 225 10.0
10.1
109.0
95
114.5 .
628
02/09/01
Per Plan Lot 225 12.0
10.3
104:2
91
114.5
629
02/09/01
Per Plan Lot 228 14.0
9.8
105.2
94
112.0
630
02/09/01
Per Plan Lot 226 I3.5
10.2
I 04.9
92
l 14.5
631
02/09/01
Per Plan Lot 52 20.8
13.9
102.8
90
114.5
632
02/09/01.
Per Plan Lot 51 20.6
9.8
110.3
96
114.5-
633
-02/09/01
Per Plan Lot 50 20.4
11.3
111.4
97
114.5
634
02/09/01
Per PlanLot 49 20.2
12.2
109.2
95
114.5
635
02/09/01
'Per Plan Lot 48 20.0-
14.1
111.4
97
114.5
636
02/09/01
Per Plan Lot 47 19.7
10.8
113.9 "
99
637
02/09/01
Per Plan Lot 46 19:5
8.9
103.1
95
109.0
638
02/09/01
Per Plan - Parking Lot 17.5
10.9
.107.6
94
114.5
639
02/09/01
Per Plan Parking Lot , 19.5
11.2
.104.3
91'
114.5
640
02/09/01
Per Pian Lot 14 17.5
9.7
105:6
92
114.5
64.1
02/09/01
Per Plan Lot 14 19.5
11.3
103.9
91
114.5
642
02/09/01
Per Plan Lot 16. 18.0
12.8
102.1
94
109.0
643
02/09/01
Per Plan Lot 16 19:5
13.6
.100.4
92
109.0
644
02/09/01
Per Plan Lot 18 17..0
10.6
101:3
93
109.0
645
02/09/01
Per. Plan Lot 1`S 18.5
9.7
99.7
91
109.0
646
02/09/01
Per Plan Parking -Lot 21.0
11.3
102.7
94
109.0
647
02/09/01:
Per Plan Lot 15 20.E
10.5
100.4.
92
109.0
648
02/12/01
Per Plan Lot 45 19.2
4.9
104.3
91
111.5:
649
L 02/12/01
Per Plan : Lot 44 19.0
6.2
108.0
94
114.5
EARTH SYSTEMS SOUTHWEST
REPORT OF RELATIVE COMPACTIONS
.JOB N.,kME: Country Club of the Desert JOB NO: 07117-11
LOCATION:_I:a Quinta, California
REPORT NO: 01-07-715
Pa a 18 of 60
Test No
Date Tested
Description
Elevation
(feet)
: %,`Ioistur
ry Dc.nsit�
Relative
Maximum
In Place
In Place
Compaction
Density
650
02/12/01
Per Plan
Lot 43.
15.7
8.4
106.7
93
114:5
651
02/12/01
Per Plan
Lot 42
18.5
8.7
106.3
93
114.5
652
02/12/01
Per Plan
Lot 41
18.2"
8.8
106.1
93
114.5
653
02/12/01
Per Plan
Lot 226
15.0
9.7
101.2.
96
105.5
654
02/12/01
Per Plan
Lot 226
16.5
.9.3
99.3
94
105.5
655
02/12/01
Per Plan
Lot 22S
16.0
8.5
102.4
94
109.0
656
02/12/0)
Per Plan
Lot 225
18.0
10.4
102.S
94
109.0
657
02/12/01
Per Plan
Lot 22
17.5
16.5
106.8
93
114.5
658
02/12/01
Per Plan
Lot 22
19.0
17.5
105.4
92
114.5
659
02/12/01
Per Plan
Lot 20
18.0
16.3
109.4
96
114.5
660
02/12/01
Per.Plan
Lot 20
19.5 .
L5.1
107.0
93
114.5
661
02/12/01
Per Plan
Lot 26
17.0
] 1.9
1 12.0.98
114.5
662
02/12/01
Per Plan
Lot 26
18.5
14.9
104.6
93
114.5
663
02/12/01
Per Plan
Lot 2S.
16.5
16:9.
106.0
97
109.0
664
02/12/01
Per Plan
Lot 28
17.5
14.7.
1.07.6.
.94
114.5
665
02/12/01
Per Plan
Lot 30
16.5
13.1
112.1
98
1.14.5
666
02/12/01.
Per Plan
Lot 30
17.5
12.9
112.6
98
11=4.5
667
02/12/01
Per Plan
Lot 32
16:0
.10.9
109.7
96
114.5
668
02/12/01
Per Plan
Lot 32
17.0
13.1
105.6
92
114.5
669
02/12/01
Per Plan
Lot 34
14.5
12.8
106.9
93
114.5
670
02/12/01
Per Plan
Lot 34
16.0
14.2
104.3
91
114.5
671
02/12/01
Per Plan
Lot 36
14.51
1.2.1
109.4
96
114.5
672
02/12/01
Per Plan
Lot 36
16.0
13.4
105.5
92
114.5
673
02/12/01
Per Plan
Lot 24 ,,
17.0
12.4
108.7
95
114.5
674
02/12/01
Per.Plan
Lot 24 _
18.5
14.3
103.9
91
114.5
675
02/12/01
Per Plan
Lot 227
18.0
8.2
. 99.3
94
106.0
676
02/12/01
Per Plan
Lot 227
20.0
17.8
102.1
97
106.0
677
02/12/01
Per Plan
Lot 229
14.5
12.8
99.9
94
106.0
678
02/12/01
Per Plan
Lot 229
16:5
13.6
97.4
92
106.0
679
02;12/01
Per Plan
Bldg N/O Termis
19.0
10.8
101.3
93
109.0
680
02/12/01 .
Per Plan
Bldg N/O Tennis
.21.0
9.6
100.8
92
109.0
681
02/12/01
:Per Plan
Bldg N/O Tennis
20.0.
11.7
103.1
95
109.0
682
02/12/01
Per Plan
Bldg N/O Tennis
22.0
9.8.
100.1
92
109.0
683
02/12/01
Per Plan
Bldg S/O Tennis
11.0 .
10.8
100.3
95
105.5
684
02/12/01
Per Plan
Bldg S/O Tennis_
12:5
11.3
101.9
97
105.5
685
02/12/01
Per Plan
Lot 40
18.0
8.4
103.8
93
112.0
686
02/12/01
Per Plan
Lot 39
17.S
7.0
105.0
94
112.0
August 28, 2002Er1RTh1 SYSTEI\IS SOUTHWEST
REPORT OF RLt-A'fIVE COi1-IPA C"PIONS
.JOB NA-NIE: Country Clul) of the Dcscrt JOB NO: 071 17-1 1
LOCATION: La Quinta, California RE, PORT .NO: 01 -07-71 S
Prior I Q nf* 6A
Test No
Date Tested
Description Elevation (feet)
'X,Moistur-
Dry Densit
Relative
Maximum
In Place
Iia Place
Compaction
Density
687
02/12/01
Per Plan Lot 3S 17.6
7.1
1022
91
112.0
68S
02/12/01
Per Plan Lot 37 17.5
.14.7
105.7
94
112.0
689
02/13/01
Per Plan Bldg S/0 Tennis 14.0
7.S
107.7
99
109.0
690
02/13/01
Per Plan Bldg S/0 Tennis 15.5,
18.3.
106.8
96
112.0
691
02/13/01
Per Plan Bldg S/0 Tennis 13.0
12.0
111.6
99
112.0
692
02/13/01
Per Plan Bldg S/0 Tennis 14.0
10.2
105.4
94
112.0
693
02/13/0 1
Per Plan Parking .Lot 19.5
9.6
101.3
93
109.0
694
02/13/01
Per Plan Parking Lot 21.5
10.2
99.8
91
109.0
695
02/131/01
Per Plan Bldg N/0 Tennis 22.0
9.6
99.3 -
94
106.0
696
02/13/01
Per Plan Bldg N/0 "Tennis 23.5
11.3
97.8
92
106.0
697
02/13/01
Per 'Plan Bldg N/O Tennis 22.0
9.1
101.2
96
106.0
698
02/13/01
Per Plan Bldg N/0 Tennis 23.5
10.8
96.9
91
106.0
699
02/13/0I
Per .Plan Parking Lot 20.0
7.6
101.8
93
109.0
700
02/13/01
Per Plan Parking Lot 21.5
9.4
102.4
94
109.0
701
02/13/01
Per. Plan Parking .Lot 20.0
10.3
101.2
93
109.0
.702
02/13/01
Per Plan Parking Lot 21.5
12.7
104.1
96
109.0
703
02/13/01
Per Plan Parking Lot 22.0
11.9
107.6
96
112.0
704
02/13/01
Per Plan Parking Lot 23.5
13.1
105.5
97
109.0
705
02/13/01
Per Plan Teiviis Courts 17.0
9.6
109.7
98
112.0
706
02/13/01
Per Plan Tennis Courts 19.0
-11.7
108.9
97
112'.0
707
02/13/01
Per Plein Teiumis Courts_ 20.0
10.8
110.3
98
112.0
708
02/13/01
Per Plan Termis Courts 21.5
12.2
105.6
97
109.0
709
02/14/01
Per Plan . Lot 27 19.1
11.4
113.9
99
114.5
710
02/14/01
Per Plan Lot 28 18:8
12.1
107.8
94
114.5
711
02/14/01
Per Plan Lot 29 18.6
10.9
105.5
92
114.5
712
02114/01
Per Plan Lot 30 18.4
10.1
104.8
92
112.0
713
02/14/01
Per Plan Lot 31 is.)
6.1
105.7
94
112.0
714
02/14/01
Per Plan Lot 32 17.9
l l .1
101.8
91'
112.0
715
02/14/0.1
Per Plan Lot 33 l T.6
11.4
103.9
93.
112.0
716
02/14/01
Per Plan Lot 34 17.5
11.9
108.5
95
114.5
717
02/14/01
Per :Plan Lot 35 17.5
11.1
102.5
92
112.0
718
02/14/01
Per,Plan Lot 36 17.5
9.9
102.7
92
112.0
Tests 719-7281
729„
02/14/01
Per Plan Lot 229 21.0
11.1.
1092
95
114.5
73 0
02/14/01
Per.Plan Lot 229 23.0
9.6
11 l .3
97
114.5
731
02/14/01
Per Plan Lot 227 21.0
13.9
104.0
95
109.0
732
02/14/01
Per Plan Lot 227 23.0
8.0
108.8
95
114.5
August 28, 2002 EARTH SYSTEMS SOUTHWEST
-- -- REPORTOF RELA'1"1VL COMPACTIONS
.JOB NAME: ConntTr Club of the Desert
LOCATION: La Quinta, California
JOB NO: 07117-11
REPORT NO: 01 -07-71 S
110,1"a'n .,r rn
Test No Date Tcsted
Description Elevation (.feet)
Moisture
Dry Densit
Relative
Maxinnun
In Place
Ln Place
Compaction
Density
733 02/14/01
Per Plan Lot 225 17.0.
9.9
104.1
93
112.0
734 02/14/01
Per Plan Lot225 19.0
S.2
105.9
95
112.0
735 02/14/01
Per .Plan Lot 224 12.0
9.6
-.104.3
93
112.0
736 02/14/01
Per Plan Lot 224 14.0
9.9
103.0
92
112.0
737 02/14/01
Per Plan, Lot 223 9.0
8.7
105.2
94
112.0
738 02/14/01
Per Plan Lot 223 .11.0
9.3
102.7
92
112.0
Tests 739-7421
743 .02/15/01
Per Plan Parking Lot 20.0
I4.2
106.6
95
112.0
744 02/15/01
Per Plan Parking Lot 22.0
15.1
104.3
93
112.0
745 02/15/01
Per Plan Parking .Lot 26.0-
10.9
108.8
95
114.5
746 02/15/01
Per Plan Parking Lot 28.0
9.6
105.7
.92
114.5
747 02/15/01
Per Plan Street 18.0
1131
103.2
92
112.0
748 02/15/01
Per Plan Street 20.0
17.3
102.4
91
112.0
749 02/15/01
Per Plan Street 19.0
12.6
105.7
94
112.0
750 02/15/01
Per Plan Street 21.0
16.3
l 03.1
92
1190
Tests 751-756 .
757 02/15/0.1
Per Plan Lot 14 22.6
10.4
104.9
96,
109.0
758 02/15/01
Per Plan Lot 15 22.3
10.0
102.7
94
109.0
759 02/15/01
Per Plan Lot 16 22.1
7.0
102.8
94
109.0
760 02/15/01
Per PIan Lot 17 21.8
13.4
102.5
94
109.0
761 62/15/01
Per Plan Lot 18. 21.6
9.4
101.0
95
106.0
762 02/15/01
Per Plan Lot, 19 21 .3
8.9 -
106.5
95
172.0
763 02/16/01
Per Plan Lot 20 21.1
17.1
108.2
94
114.5.
764 02/16/01
Per Plan Lot 21 20.8
1 l .8
102.7
94
109.0
765 02/16/01
Per Plan Lot 22 20.5
6.3
103.4
95
109.0
766 02/16/01
Per Plan Lot 23 20:2
7.4
106.1
95
112.0
767 02/16/01
Per Plan Lot 24 19.9
8.5
-103.8
93
112.0
768 02/16/01
Per Plan Lot 25 19.7:
8.1
.102.9
92 -
112.0'
769 02/16/01
Per Plan Lot 26 19.4
10.3
105.7
94
112.0
770 02/16/01
Per Plan Lot 224 17.0
10.6
104.2
92
112.0
771 02/16/01
Per Plan Lot 224 18.5
11.3
102.9
92
112.0
772 02/16/01
Per Plan Lot 222" 11.5
11.7
106.8
95
112.0
773 02/16/01
Per Plan Lot 222 13. 5
I3.2
105.1
94
1110
77=4 02/16/01
Per Plan Lot 223 1,6.0
9.7
103.9
93
112.0
775 02/16/01
Per Plan Lot 223 17.5
11.1
101.4
91
112.0
776 02/16/01
Per Plan Building 20.0
13.2
102.7
94
109.0
777 02/16/01
Per Plan Building -)2.0
14.7
I04.3
96
109.0
August 28, 200)
EARTH SYSTEMS SOt1THWEST
REPORT OF RELATIVE CONIPAC''r`t0)\'S
JOB NAME: Country C.lufa of the Desert JOB NO: 071 17-1 l
LOCATION: La Quinta, California
REPORT NO: 01-07-71 S
13. a 21 of 60
Test No
Date Tested
Description.
Elevalion (Feet)
1x(A1oistLire
Dry Dens]t}
Relative
Maximum
l.n Place
In Place
Compaction
Density
77S
02/16/01
Per Plan
Parking -Lot
25.0.
12.6
109.66
96
114.5
779
02/16/01
Per Plan
Parking Lot
26.0
9.7
107.4
94
11.4.5
780
02/16/01
Per Plan
Buildinu
24.0
1,0.3
101.3
93
109.0
781
02/16/01
Per Plan
Building
26:0
11.2
100.4
92
109.0
7S2
02/16/01
Per Plan
Building
28.0
13.1 -
103.6
95
109.0
Tests 7S3-792
793
02/20/01
Per Plan!'ennis
Courts
21.0
9.7
101.3
93
109.0
794
02/20/01
Per Plan
Tennis Courts
22.0
10.8
-104:2
96
109.0
795
02/20/01
Per Plan
Tennis Courts
21.5
9.6
101.4
93
109.0
796
02/20/01
Per Plan
Parking Lot -
27.5
10.2
102.5.
94
109.0
797
02/20/01
Per Plan
Parking Lot
26.5
11.1
101.7
93
109.0
798
02/20/01
Per Plan
Parking Lot
26.0
9.S
105.2
97
109.0
799
02/20/01
Per Plan
Parking Lot
25.5
7.6
104.1
96
109.0
800
02/20/01
Per Plan
Building Pad
23. 0
9.7
109.1
97
112.0
Sol
02/20/01
Per Plan
Building Pad
24.0
_ 10.1
107.6
96
112.0
S02
02/20/01
Per Plan
Building Pad
22.5
12.3
108.3
97
112.0
803
02/20/01
Per Plan
Building Pad
23.5
10.9
105.2
94
112.0
804
02/20/01
Per Plan
Building Pad
14:0
9.4
104.8
94
112.0
S05
02/20/01
Per Plan
Building Pad `
15.0
10.2
107.9
96
112.0
806
02/20/01
Per Plan
Building Pad
27.0
11.1
103.3
92
112.0
S07
02/20/01
Per Plan
Building Pad
2S.5
10-S
105.2
94
112.0
SOS
02/20/01
Per Plan
Lot 12
999.5.
12.1
105.3
92
1.14.5
809
02/20/01
Per Plan
Lot 12
0:5
10.9
104.1
91
114.5
S10.
02/20/01
Per Plan
Lot 10
3.0
14.2
106.7
93
114.5
S11
02/20/01
Per Plata
Lot 10
5.0
10.1
105.8'
92
114.5
812
02/20/01
Per Plan
Lot 8
6.5
12.3
104.7
91
114.5
813
02/20/01
Per Plan
Lot S
S.5
10.9
103.9
90
114.5
814
02/20/01
Per Plan,',
Lot 6
'6
S.0
14.2
107.8
94
114.5
815
02/20/01
Per Plan
Lot
10.0
13.9
104.1
91
114.5
816
02/20/01
Per Plan
Lot 4 .
10.5
11.6
106.3
93
114.5
817
02/20/01
Per Plan
Lot 4
12.5
9.9
103.4'
90
114.5
SIS
02/20/01
Per Plan
Lot 2
12.0
12.1
105.6
92
114.5
819
02/20/01
Per Plan
Lot ?
13.5
10.1.
104.5
92
114.5
S20
02/20/01
Per Plan
Lot 306
12.5
9.7
106.S
93
114.5
821
02/20/01
Per Plan
Lot 306
14.5
9.3
105.1
92
114.5
S22
02/20/01
Per Plan
Lot 305
14.0
10.2
104.7
93
112.0
823
02/20/01
Per Plan
Lot 1
14.0
9.8
105.2
94
112.0
August 28;2002 EARTH SYSTEMS SOUTHWEST
REPORT Or REI-ATIVE, COMPACTIONS
JOB NAME: COLlntry Club of the Dcsert JOB NO: 07117-11
LOC:�1`ION: La (�uinta, Califort�ia REPORT NO: 01-07-715
1'llu LL OI bll
Test No
Date Tested
Description Elevation 0ect)
4<,Moistur-
Dr_y Densil_
Relative
Maximum
In Place
In Place
Compaction
Density
824
02/20/01
Per Plan Lot 3 12.5
U.3
103.9
93
112.0
825
02/20/01
Per Plan Lot 5 9.5
12.7
107.6
94
114.5
S26
02/20/01
Per Plan Lot 7 .8.0
13.2
105.3
92
114.5
827
02/20/01
Per Alan Lot 9 5.0
10.2
106.1
93
114.5
S 2S
02/20/01
Per Plan Lot 11 4.0
H .3
104.6
91
114.5
S29
02/21/01
Per Plan Lot 305 16.0
10.6
104.4
91
114.5
830
02/21/01
Per Plan Lot 305 1S.0
12.5
97.4
92
106.0
831
02/21/01
.Per Plan :Lot l 15.5
16.6
100.3
92
109.0.
S32
02/21/01
Per Plan Lot 1 17.0
8.2
103.5
90
114.5
833
02/21/01
Per Plan Lot 3 14.5
9.1
100.3
92
109.0
834
02/21/01
Pei- Plan Lot 3 16.0.
9.5
99.8
92
109.0
835
02/21/01
Per Plan Lot 5. 12.5
11.2
106.9
93
114.5
S36
02/21/01
Per Plan Lot 5 13.5
16.S
99.7
91
109.0
837
02/21/01
Per Plan Street 9.0
10.21
01.3
93
109.0
83S
02/21/01
Per Plan Street 11.0
9.7
104.2
96
109.0
S39
02/21/01
Per Plan Street 13.0
11.3
103.8
95
109.0
840
02/21/01
Per Plan Street 12.0
8.6
102.1
94
109.0
841
02/21/01
Per Plan Street 14.0
11.4
99.3.
93
106.0
842
02/21/01
Per Plan Street 16.0
12.4
96.8
91
106.0
843
02/21/01
Per Plan Street 17.0
10.7
99.1
93
106.0
S44
02/21/01
Per Plan Street l 9:U
10.1
100.1
94
106.0
845
02/21/01,
Per Plan Street 21.0
8.3
97.2
92
106.0
846
02/21/01
Per Plan Lot 7 . 10,0
.11.2
99.3
91
109.0
S47
02/21./01
Per Plan Lot 7 12.0
10.8
102.1
94
109.0
848
02/21/01
Per Plan Lot 9 7.5
9.6
1019
93
109.0
849
02/21/01
Per Plan Lot 9 9.5
10.3
100.4
92
109.0
S50
02/21/01
Per Plan Lot 11 6.5
11.4
101.4
93.
109.0
851
02/21/01
Per Plan Lot 11 8.5
1.2.1
100.7
92
109.0
852
02/21/01.
Per Plan Lot 12 5.0
9.7
104.3
96
109.0
853
02/21/01.
Per Plan Lot S 9.0
9.9
102.1
94
109.0
854
02/22/01
Per Plan Lot 12 9.0
13.4
112.3
98
114.5 .
855
02/22/01
Per Plan Lot 12 10.0
13.8.
.103.9
91
114.5
856
02/22/01
Per Plan Lot 10 10.5
8.4
105.1
94
112.0
857
02/22/01
Per Plan Lot 10 12:5
8.1
102.1
91
112.0
858
02/22/01
Per Plan Street 1.0.0
9.7
103.8
92
112.0
859
02/22/01
Per Plan Street 12.0
13.3
103.1
92
112.0
ALIgust 28, 2002 EARTH SYSTEI1'IS SOUTFINVEST
REPORT OF RELATIVE COMPACTIONS
JOB NAME: Country Club of the .Desert
LOCATION: La Quinta, California
.JOB NO: 07117-11
REPORT NO: O 1 -07-71 S
Pace 23 o1' 60
Test No
Date Tested
Description Elevation (feet)
Oxokloisture
Dry Densit
Relative
Maximum
In Place
In Place
Compaction
Density
860
02/22/01
Per Plan Street 11.0
10.4
104.2
93
112.0
S61
02/22/01
Per Plan Street 13.0
1 1.6
103.1
92
112.0
862
02/22/01
Per Plan Lot 7 13.0
9.8
105.S
94
112.0
S63
02/22/01
Per Plan Lot 7 15.0
1 l . l
102.9
92
112.0
864
02/22/01
Per Plan Lot 5 14.5
12.3
99.6
94
106.0
S65
02/22/0.1
Per Plan Lot 5 16.5
13.1
97.6
92
106.0
866
02/22/01
Per Plan Street 12.5
11.4
109.7
96
114.5
867
02/22/01
'Per Plan Street 14.5
13.7
107.3
94
.114.5
868
02/22/01
Per Plan Lot 3 16.5
11.9
106.9
93
114.5
869
02/22/01
Per Plan Lot 3 18.5
12:3
104.1
91
114.5
870
02/22/01
Per Plan Lot 2 17.0
14.2
105.4
94
112.0
871
02/22/01
Per Plan Lot 2 19.0
10.8
103.1
92
112.0
S72
02/22/01
Per Plan Lot 305 17.0
9.9
104.4
93
112.0
873
02/22/01
Per Plan Lot 305 18.5
'101.9l
91
112.0
S74
02/22/01
Per Plan Lot 1 17.0 ,
10.3
109.9
96
114.5
875
02/22/01
Per Plan Lot 1 18.5
10.7
107.3
94
114.5
S76
02/22/01
Per Plan Street 14.0
12.4
JOS.]
94
114.5
877
02/22/01
Per Plan Street 16.0
9.9
104.1
91
114.5
878
02/23/01
Per Plan Building Pad 16.0*
11.4
106.1
95
112.0
879
02/23/01
Per Plan Building Pad 16.0
12.9
105.7
94
112.0
SSO
02/23/01
Per Plan Tennis 23.5
10.0
104.2
93
112.0
S81
02/23/01
Per Plan Tewnis 215
10.6
108.3
97
112.0
882
02/23/01
Per Plan Building Pad 25.3
8.0
102.1
91
112.0
883
02/23/01
Per Plan Building Pad 25.3
9.1
103.2
92
112.0
884
02/23/01
Per Plan Building Pad 26.0
9.9
105.8
94
112.0
885
03/05/01
Per Plan Lot 12 9.5
13.3
107.8*
96
112.0
SS6
03/05/01
Per Plan Lot 12 11.5
10.9
105.6
94
112.0
S87
03/05/01
Per Plan Lot 10 12:0
15.6
109.4
98
112.0
888
03/05/01
Per Plan .Lot 10 14.0
11.7
105.1
94
112.0
889
03/05/01
.Per Plan Lot S 13.5
16.1
106.3
95
112.0
S90
03/05/01
Per Plan Lot S 15.5
12.3
104.1
93
112.0
891
03/05/01
Per Plan Lot 6 15.0
14.2
103.1
95
109.0
892
03/05/01
Per Plan Lot 6 17.0
10.8
100.1,
92
109.0
893
03/05/01
Per Plan Lot 4 17.0.
13.1
105.4
97
109.0
S94
03/05/01
Per Plan Lot 4 19.0
12.S
103.6
95
109.0
895
03/05/01
Per Plan Lot 2 1S.0
13.7
1 113
98
114.5
August 28, 2002 EARTH SYSTEMS SOUTHWEST
REPORT OF Rf LATIVE COn1IPACTIONS°
JOB NAME: Country Club of the Desert
LOCA'T'ION: La Quinta, California
.JOB NO: 07117-11
R.EP012T NO: 0 1 -07-71 S
n.- I,i „#•.<n
Test No
Date Tested
Description
Elevation
(feet)
°ioMoisturt Dry Density
Relative
Maximum
_
I.11.Place
In Place
Compaction
.Density
996
03/05/01
Per.Plan
Lot 2
20.0
11.9.
110.4
.96
114.5
897
03/05/01
Per Plan
Lot, -3 06
19.5
14.2
103.5
95
109.0
898
03/05/01
Per.Plan
Lot 306 ...
21.5:
10.4
101.3
93
109.0
899
03/05/01.
Per Plan
Lot 11
13:5
11.3
106.8
95
112.0
900
03/05/0.1
Per Plan
Lot 1 l
15.5
10.8105
.1
94
112.0
901
03/05/01
Per Plan
Lot 9 :
15.0 ,
13.2
107.2
96
112.0
902
03/05/01
Per Plan
Lot 9 '
17.0
11.1
103.3
92
112.0
903
03/05/01
Per Plan
Lot 7.1
16.5
12.6
104.8
94
112.0
904
03/05/01
Per Plan
Lot 7
18.0
10.1
103..1
92
112.0
905
03/05/01
Per Plan
Lot 5,
17.5
10.4
106.6
95
112.0
906
03/05/01
Per.Plan
Lot 5
19.0
9.7
101.9
91.
112.0
907
03/07/01
Per.Plan
Lot 290 -
9.5.
I0.3
103.0
94
109.0
908
03/07/01
Per Plan
W290:,
1,1.5
13.4
101.3
93
109.0
909
03/07/01
Per Plan
Lot 292
10.0.,
14.9
1.00.4
92
109.0
910
03/07/01
Per Plan
Lot 292 ,
12.0
10.7
101:5
93
109.0
91.1
03/07/01
Per Plan
Lot 294
9.5
10.8
109.4
.96
114.5
912
03/07/01
Per Plan:
Lot 294
11.5
13.5
102.6
92
112.0
913
03/07/01
Per Plan
Lot 293
11.0,
12.6
- 102.9
94
109.0
914
03/07/01
Per Pian
Lot 291
11.0
10.8
104.3
97
109.0
915
03/07/01
Per Plan
Lot 295
SS
11.4
1 10.1
96
114.5
916
03/07/01
Per Pl<<n
Lot 295
10:5
12.6
107.5
94
114.5
917
03/07/01
Per Plan
Lot 296
8.0
11.6
104.6
96
109.0
918
03/07/01
Per Plan
Lot 291
13.0
12.8
10>.3
97
109.0
919
03/07/01
Per Plan.
Lot 291
15.0
13.1
103.7
95
109.0
920
03/07/01
Per Plali „Lot
293
13.0 '
10.9
106.8
95
109.0
921
03/07/01
Per Plan
Lot 293
15.0
12.7
103.3
92
112.0
922
03/07/01
Per Plan
Lot 296
11:5
11.4
103.1
95
112.0
923
03/07/01
Per Plan '
Lot 296
13.5
13.6
100.4.
92
109.0
924
03/07/01
Per Plan,.
Lot 290
1.4:5
10.8
102.7
94
109.0
925
03/0.7/01
Per Plan
Lot 290,
16.5
12.4
l 01.4
93
109.0
926
03/07/01
Per Plan
Lot 292
14.0
HA.
105.6
97
109.0
927
03/07/01
Per' Plan
Lot.29216.0
14.2
104.7
96
109.0
928
03/07/01
Per Plan
Lot 2S$
10.5
10.8
105.7
97
109.0
929
03/07/011
Per Plan
Lot 2SS
12.5
12.7
] 1 -1
95
109.0
930
03/07/01
Per Plan
Lot 287
11.0
14.2
110.7
97
114.5
931
03/07/01
Per Plan '
Lot 289
11.E
10.6
106.3
93
114.5
932
03/07/01
Per Plan
Lot 286
10.5
12.1 1
108.7
95
114.5
August 28, 2002 EARTH SYSTEMS SOUTHWEST
REPORTO1+ RELATIVE CONIPACTIONS
.IOI3 N MIS: Country Chib ofthe.Descrl
LOCATION: La Quinta, Czali.fornia
JOB NO: 07117-11
REPORT NO: 0 1 -07-71 S
p-Im- 71; nf' ff]
Test No
Date Tested
Description Elevation (feet) .
%Moistur
D.ry .Densit
Relative
Maxi.nniirl
In Place :
hi Place
Compaction
Density
933
03/07/01
Per Plan Lot 2S7 .12.5
10.9
105.9
92
.114..)
934
03/07/01
Per Plan Lot 287 14.5
11.4
106.9
95
112.0
935.
03/07/01
Per Plan Lot 289 12.5
12.6
102.3
91
112.0
936
03/07/01
Per Plan Lot `289 14.5
11".3
103.3
92
112.0
937
03/08/01
Per Plan Lot 329 3.5
12.4
97.6
92
106.0
938
03/08/01
Per Plan Lot 329 5.5
1 l .3
102.1
91
112.0
939
03/08/01
Per Plan Lot 330 4.5
12.5
-99.3
94
106.0
940
03/08/01
Per Plan Lot 330 6.5
10.8
104.3
93
112.0
941,
03/08/0.1
Per PlanLot 332/331. 6.0
13.1
110.3
96
114.5
942
03/08/01
Per Plan Lot 332/331 8.0
11.8
101.1
.90
112.0
943
03/08/01
Per-PlanLot 333 6.0
13.7
108.6
95
114.5
944
03/08/01
Per Plan Lot 333 8.0
10.9
105.1
92
114.5
945
03/08/01
Per Plan Lot 335 5.5
12.6
101.2
90
112.0
946
03/08/01
Per Plan Lot,335 7.5
1.1.3
100.9
90
112.0
947
03/08/0I
Per .Plein Lot, 312 5.0
13.6
97.2
92
106.0
948
03/08/01
Per Plan Lot 312 7.0
15.1
96.3
91
106.0
949
03/08/01
Per. Plan .. Lot 314' . 6.5
15.4 ,
98.4
93
106:0
950
03/08/01
Per .Plan Lot 314 8.0.
11.7
102.6
92
112.0
951
03/08/0I
Per Plan. Lot 316 5.0
13.9
96.1
91
106.0
952
03/08/01
Per- Plan Lot 31'6 7.0
15.3
99.8
92
109.0
953
03/08/01
Per Plan Lot 318 4.0
14.3
97.6
92
106.0
954
03/08/01
PerPlan Lot 31 S 6.0
14.6
100.1
92
109.0
955
03/12/01
Per Plan Lot'332 10.0
12.7
109.2
95
l 14.5.
956
03/12/01
Per Plan Lot 332 11.5
10.8
104.1
.91
114.5
957
03/12/01
Per Plan Lot 334 8.5
14.4
111.8
98
114.5
958
03/12/01
Per Plan :Lot 334 10.5
15.1
109.8
96
114.5
959
03/12/01
PerPlan Lot 335 9.0
11.9
102.6
94
109.0
960
03/12/01
Per Plan Lot 335 10.5
20.2
100.3
92
109.0
961
03/12/01
Per Plan Lot 336 8.5
14.8
108.9
97
112.0
962
03/12/01
Per Plan Lot 336 10.0
14.9
105.0.
94
112.0
963
03/12/01
Per Plan Lot 305 24.0
5.7
109.3
96
114.5
964'
03/12/01
Per Plan Lot 305 22.8
10.9
108.4
95
114.5
965
03/12/01
Per Plan Lot 2 22.1
7.6
106.7
93
114.5
966
03/12/01 'Per
Plana Lot 3 21.5
7.7
100.9
93
114.5
967
03/12/01
Per Plan Lot 4 21.0
10.8
100.4
93
109.0
96S
03/12/01 1
Per Plan Lot 5. 20.6
12.0
99.1
91
112.0
August 2S, 2002 EARTH SYSTEMS SOUTIMEST
RUORT O1♦ REU-MVE COA11'ACTIONS
JOB NA*NIr: Country Club 01 -the Desert JOB NO: 071 17-1 1
LOCATION: La Quinta, Calif6mia REPORT NO: 0 1 -07-71 S
1'aoe 26 of (i0
Test I��o Dale Tesfed Description Elevation (feet). %Moistur ry Density Relative N/Ifiximum
In Place In Place Compaction Density
969 03/12/01 Per Plate Lot 6 19.9 8.9 100.8 92 109.0
970 03/12/01 Per Plan. I_ot 7 19.4 10.4 1.06.S 93 109.0
971 03/12/01 Per Plan Lot S 1S.8 .5.3 1.06.9 93 114.5
972 03/12/01 Per Plan Lot 9 18.4 6-8 106.393 114.5
973 03/12/01 Per Plan Lot 10 18.0 9-6 103.1 90 114.5
974 03/12/01 Per Plan Lot 1117.5" 6.7'. 105.5 92 114.5
975 03/12/01 Per Plan Lot .12 17.1 13.7 99.S 92 109.0
976 03/12/01 Per Plan . Lot 313 8.0 11.3 102.8 94 109.0
977 03/12/01 Per Plan Lot 313 10.0 12.2 101.1 93 109.0
978 03/12/01 Pei -Plan Lot 315 9.5 .14.6 104.3 96 109.0
979 03/12/01 Per Plan Lot 315 11.5 12.7 101.6 93 109.0
980 03/12/01` Per Plan Lot 317
8.0 13.1 109.7 96 114.5
981 03/12/01' Per Plan Lot 31.7 10.0 14.2 105.5 92 114.5
982 03/12/01 Per Plan - Lot 319 6.5 10.8 105.6. 97 109.0
983 03/12/01 Per Plan Lot 319 8.5 1l :1 102.8 94 109.0
984 03/12/01 Per Plan Lot 3l l 7.0 13.1 103.6 95 109.0'
985 03/12/01 Per Plan Lot 31 F 9.0 14.2 101.4 93 109.0
936 03/12/01 Per .Plan Lot 312 9.0 13:7 105.1 96 109.0
987 03/12/01 Per Plan Lot 314 10.0 12.7 107.6 94 114.5
988 03/12/01 Per Plan Lot 316 10.5 10.7 106.3 92 114.5
9S9 03/12/01 Per Plan Lot 318 .9.0' 14-1 108.5 95 114.5
990 03/12/01 Per Plait Lot 320 - 4.0 13-3 106.1 93 .114.5
991. 03/13/01 Per Plan Lot 318 - 2.5 S.7 92.6 87* 105.5
992 03/13/01 Per Plan Lot 315 6.5 8.0 97.3 92 105.5
993 03/13/01 Per Plan Lot 318 7.5 17.2 99.4 91 109.0
994 03/13/01 Per PlanLoC 318 9.5 25.1 99.2 91 109.0
995 03/13/01 Per Plan Lot 319 7.0 15.1 111.5 97 114.5
996 03/13/01 Per Plan Lot 319 $.5 11.9 101.1. 93 - 109.0
997 03/13/01 Per Plan Lot 320 6.0 - S.8 . 110.3 96 114.5
998 03/13/01 Per Plan Lot 320 8.0 8.1 109.7 96 .114.5
999 03/13/01 Per Plan -Lot 321 4.0 8.3 109.1 95 114.5
1000 03/13/01 Per Plan Lot -32I G.0 `10.3 109.6 96 114.5
.1001 03/13/01 Per Plana Lot 322 4.5 9.6 1.11.3 97 114.5
1002 03/13/01 Pe.r,Plan _ Lot 323 3:5 . 12.4 1.12.3 98 114.5
1003 03/13/01 Per Plan Lot 323 5.5 9.3 106.8 93 114.5
1004 03/13/01 Per. Plan Lot 3 33 7.0 14:1 101 .2 92 109.0
1005 03/13/01 Per Plan Lot 333 9.0 15.6 105.8 92 114.5
August 28, 2002
EARTH SYSTEMS SOUTHWEST
17EPOR"1' OF RELATIVE COMPACTIONS
JOB NAME: Country Club of the Desert
LOCAT.ION:.La Quinta, California
JOTS NO: 07117-11
REPORT NO: 01 -07-71 S
P_IOP 77 of Fn
Test No
Date Tested
Description EI"evation (feet)
`ioMoistur-
Dry Density
Relative
Maximum
In Place
Ln Place
Compaction
Density
1006
03/13/01
Per Plan Lot 333 11.0
16.0
99.5
91
109.0
1007
03/13/01
Per Plan . Lot 314 7.0
16.1
95.2
91
105.5
1008
03/13/01
Per Plan Lot 314 9.0
15.2
.100.2
96
105.5
1009
03/13/01
Per Plane Loi 3-14 11.0'
14.6
98.7
94
105.5
1010
03/14/01
Retest #991
6.9
96.5
91
105.5
1011
03/14/01
Per Plan Lot 31 S 3.0
19.6
98.0
90
105.5
1012
03/14/01
Per Plan Lot 3.14 3.0
19.4
101.2
93
105.5
1013
03/14/01
Per Plan Lot 336 12.1
12.9
97.9
90
109.0 .
1014
03/14/01
Per Plan Lot 335 12.0
12.4
105.7
97
109.0
1015
03/14/01
Per Plan Lot 3.34 11.9
15.5
103.5
95
109.0
1.016
03/.14/01
Per Plan Lot 333 12.8
15.7
102.1
94
109.0
1017
03/14/01
Per Plan Lot 332 13.3
13.6
102.3
97
109.0
1018
03/14/01.
Per Plan Lot 312 .11.4
7.3
112.2
93
121.0
101.9
03/14/01
Per Plan Lot 313 11.8
12.1
109.2
90
121.0
1020
03/14/01
Per Plan Lot 314 12.8
11.3
109.1
90
121.0
1021
03/14/01
Per Plan Lot 315 13.3
11.6
109.8
91
121.0
1022
03/14/01
Per Plan -MV Lot 370 6.0
13.3
--
--
105.5
1023
03/14/01
Per Plan Lot 367 6.0
17.7
95.7
91
105.5
1024
03/16/01
Per Plan Lot 329 7.0
15.2
108.7
95
114.5
1025
03/16/01
Per Plan Lot 329 9.0
16.1
106.5
93
114.5
1026
03/16/01
Per Plan Lot 32S 5.5
14.3
104.5
96
109.0
1027
03/16/01
Per Plan Lot 328 7.5
13.8
101.1
93
109.0
1028
03/16/01
Per Plan Lot 326 2.5
12.9
105.8
97
109.0
1029
03/16/01
Per Plan Lot 326 4.5
14.2
101.7
93
109.0
1030
03/16/01
Per Plan Lot 324 1.0
15.1
. 103.3
95
109.0
1031
03/.16/01
Per Plan_ Lot 324 2.5
14.3
102.1
94
109.0
1032
03/16/01
Per Plan Lot 322 .3.0
12.7
105.5
97
109.0
1033
03/1.6/01
Per Plan Lot 322 5.0
14.2
99.6
94
105.5
1034
.03/16/01
Per Plan Lot 327 4,5
13.1 "
. 99.1
94
105.5
1035
03/16/01
Per Plan Lot 327 6.5
11.7
97.6
93
105.5
1036
03/16/01
Per Plan Lot 325 3.5
14.5
100.2
95
105.5
1037
03/16/01
Per Plan Lot 325 5.5
13.7
96.5
91
105.5
1038
03/16/01
Per Plan Lot 323 3.5
15.6
101.1
96
105.5
1039
03/16/01
Per Plan Lot 323 .5.5
10.8
97.3
92
105.5
1040
03/16/01
Per Plan Lot 324 6.5
13.1
95.9
94
105.5
1041 1
03/16/01
Per Plan Berm 10.0
10.7
104.3
93
112.0
August 28, 2002EARTII S 1'ST.ENIS SOUTUNVES'1'
REPORT OF Rl- LATIVE COMPAC`['IO.NS
JOB NAME: Country Club or the Desert JOB NO: 071 17-1 1
LOCATION: La Quinta, California REPORT NO: O1-07-71.5
Pnon 7R of (.(1
Test No
:Date Tested
Description Elevation (feet)
%MoistureDry
Density
Relative
Maximum
'hr Place
' In Place
Compaction
Density
1042
03/16/01
Per Plan .Berm .. 12.0
11.6
102.1
91
112.0
10'13.
03/16/01
Per Plan Berm 14.0
10.9
101.9
91
112.0
104=1
03/16/01
Per Plan Berm I I•.0
11.6
106.1
97
109.0
1045
03/16/01
Per Plan Bern 13.0
12.7
101.9
93
109.0
1046
03/16/01
Per Plan Benn 15.0
10.1
96.1
91
105.5
1047a
03/16/01
Per Plan Berm 12.0
13.2
99.2
94
105.5
1047b
03/16/01
Per Plan Berm - 14.0
12.S
97.3
, 92
105.5
1048a
03/20/01
Per Plan Lot348 7.0
10.5
95.4
90
I05.5
104Sb
03/20/01
Per Plan Lot 348 .8.5
12.8
95.1
90
105. 5
1049
03/20/01
Per Plan Lot 347 7.5
10.1
95.7
91
105.5
1050
03/20/01
Per Plan Lot 347 9.0
11.6
95.9
91
105.5
1051
03/20/01
Per Plan Lot 346 7.5.
13.4
95.4
90
105.5
1052
03/20/01
Per Plan Lot 346 9.0
14.6
100.3
95
105.5
1053
03/20/01
Per Plan Lot 345 7.0
12.6
96.3
92
105.E
1054
03/20/01
Per Plan Lot 345 8.0
14.2
99.7
95
105.5
1055
03/20/01
Per Plan Lot 286- 11.0
11.6
103.1
94
109.0
l 056
03/20/01
Per Plan Lot 286 12.0
9.8
95.9
91
105.5
1057
03/20/01
Per Plan Lot 285 9.5
20.1
103.8
93
112.0
1058
03/20/01
Per Plan Lot 285 11.5
14.4
101.2
93
109.0
1.059
03/20/01
Per Plan Lot 298 11.0
12.9
100.8
95
106.0
1060.
03/20/01
Per Plan Lot 298 12.5
9.5
101.8
96
106.0
1061
03/20/01
Per Plan Lot 297 - 12.0
10.9
99.0
93
106.0
1062
03/20/01
Per Plan Lot 297 13.5
12.2
96.6
91
106.0
1063
03/20/01
Per Plan Lot 295 13.0
14.3
100.3
95
106.0
1064
03/20/01
Per Plan Lot 295 14.5
16.8
97.3
92
106.0
1065
03/20/01
Per Plan Lot 294 14.0
12.1
101.6
96
106.0
1066
03/20/01
Per Plan Lot 294 15.5
10.9
96.1
90
106.0
1067
03/20/01
Per -Plan Lot 331 12.1
10.9
110.1
96
114.5
1068
03/20/01
Per Plan Lot 330 11.8
10.8
103.1
95
109.0
1069
03/20/01
Per Plan Lot 329 11.0
10.9
105.0
92
114.5
1070
03/20/01
Per Plan Lot 328 10.0
14.3
1079
94
114.5
1071
03/20/01
Per Plan, Lot 327 8.0
15.4
101.6
96
105.5
1072
03/20/01
Per Plan Lot 326 7.6
9.5
98.8
93
'106.0
1073
03/20/01
Per Plan Lot 325 7.3
7.2
97.6
92'
106.0
1074
03/20/01
Per.Plan Lot 324 7.5,
9.6
100.8
95
106.0
1075
03/20/01
Per Plan Lot 323 7.3 .
6.5
96.2
91
106.0
1076
03/20/01
Per Pian Lot 322 7.3
10.3
112.3
93
121.0
August 28, 2002 EARTH SYSTEMS SOUTHWEST
IZEPORT OF Rl:LA I'1N'E COMPACTIONS
.1013 NAME: Country Club of the Desert
LOCATION:.La Qumta, California
J0;3 NO: 07117-11
REPORT NO: 01-07-71 S
P-100 ,70 nF' I'A
Test No
Date Tested
I Description : Elevation (feet)
%Moister
Dry Density
Relative
Maximum
In Place
In Place
Compaction
Density
1077
03/20/01
.Per Plan Lot 321 7.8,
10.S
113.4
94
121.0
1078
03/20/01
Per Plan Lot 320 9.0
119
104.9
96
109.0
1.079
03/20/01
Per Plan Lot 319'10.2.
9.7
99.7
94
106.0
1080
03/20/01
Per Plan Lot 318 11.2
- S.2 :
1.11.8
92
121.0
1081
03/20/01
Per Plan Lot 317 12.1
9.2
114.7
95
121.0
1082
03/20/01
Per Plan Lot 316 13:1
7.5
104.7
91
114.5
1053
03/20/01
Per Plan Lot 287 13.0
14.2
99.7
94
106.0
1084
03/20/01
Per Plan Lot 287 1.5.0
15.3
97.1
92
106.0
1085
03/20/01
Per Plan Lot 285 12.5
13.1
101.3'
96
106.0
1086
03/20/01
Per Plan Lot 285 13.5
12J
96.2
91
106.0
1087
03/20/01
Per Plan Lot 284 8:5
15.6
98.6
93
106.0
FOSS
03/20/01
Per Plan . Lot 284 10.5.
14.7
97.3
92
106.0
1089
03/20/01
Per Plan Lot 286 14.0
10.8
100.2
95
106.0
1090
03/20/01
Per Plan Lot 286. ' 15.0.
12.4
95.9
93
106.0
1091.
03/21/01
Per Plan Lot 283 9.0
.14.2
101.1
95
106.0
1092
03/21/01
Per Plan Lot 283 10.0
13.6
96.7
91
106.0
1093
03/21/01
Per Plan Lot 282 9.0
16.1
100.3
95
106.0
1094
03/21/01
Per Plan Lot 282 10.0
118
99.8
94
106.0
1095
03/21/01
Per Plan Lot 285 13.5
14.7
104.7
93
112.0
1096
03/21/01
Per Plan Lot 28S 15.0
10.9
102.3
91
112.0
1.097
03/21 /01
Per Plan . Lot 284 12.0
1 1.3
106.7
95
112.0
1098
03/21/01
Per Plan Lot 284 13.0
12.8
101.4
91
112.0
1099
03/21/01
Per Plan Lot 283. 11.5
14.7
105.8
94
112.0
1100
03/21/01
Per Plan Lot 283 13.0
14.1
100.3
92
109.0
1101
03/21/01
Per Plan Lot 282 11.5
11.9
106.6
95
112.0
1102
03/21/01
Per Plan Lot 282 12.5
12.6
101.3
93
109.0
1 103
03/2.1/01
Per Plan Lot 284 15.0
14.2
103.7
95
109.0
1104
03/21/01
Per Plan Lot 282 -13.5
12.4
100.4
92
109.0
1 105
03/21/01
Per Plan Lot 338 6.0
11.6
99.6.
94
106.0
1 106
03/21/0 * I
Per Plan Lot 338 7.0
12.7
96.1
90
106.0
1 107
.03/21/01
Per Plan Lot 340. 8:0
13.1
100.2
95
106.0
1 105
03/21/01 .
Per Plan Lot 340 9.0
12.S
97.6
92
106.0
1 109
.03/21/01
Per Plan Lot 342 9.0
11.9
100.8
95
106.0
1 1 10
03/21/01
Per Plan Lot 342 10.0
13.6
96.9
91
106.0
1 11 1
03/21/01
Per Plan Lot 344 7.5
14.2
99.3
94
106.0
1 112
03/21/01
Per Plan Lot 344 8.5
10.8
97.2
92
106.0
1113 1
03/2 I /01 1
Per Plan Lot 341 10.5
16.3
104.1
93
112.0
:August 28, 2002
EAIITHH SYSTEMS SOUTHWEST
REPORT Or REI -ATM? COIN11'ACTONS
JOB NAAME: Country Club of the Desert
LOCATION: La Quinta, California
JOB NO: 07117-11
REPORT NO: 0 1 -07-71 S
Pave 10 of Clfl
Test No
Date Tested
Description Elevation (feet)
%Tvloistur-
DryDens.it
Relative
Maximum
In Place
In Place
Compaction
Density
l 1 14
03/2 1 /01
Per Plan Lot 341 11.5.
15.7
101:.9
9.1
112.0
1115
03/21/01
Per Plan Lot 343 9.5
15.9
103.2
92
112.0
1116
03/21/01
Per Plan Lot 343 11.0
12.7102.3
91
112.0
1117
03/21/01
Per Plan Lot 340 10.5
14.6
103.1
92
112.0
1118
03/21/01
Per Plan Lot 340 12.5
10.8
99.6
91
109.0
1119
03/21/01
Per Plan Lot 342 11.0
11.2
101.3
93
109.0
1120
03/21/01
Per Plan Lot 342 12.5
12.3
100.1
92
109.0
1121
03/21/01
Per Plan Lot 344 9.5
11.3
108.7
95
114.5
1 122
03/21/01
Per Plan Lot 344 11.0
14.3
103.1
.95
.109.0
1 123
03/''21 /01
Per Plan Lot 341 1_11.0
10.8
102.7
94
109.0
1 124
03/21/01
Per Plan Lot 343 12.5
11.9
102.2
94
109.0
1125
03/22/01
Per Plan Lot 289 17.6
10.7
104.7
93
109.0
1 126
03/22/01
Per Plan Lot 290 17.6
12.3
99.1
90
109.0
1 127
03/22/01
Per Plan Lot 291 17.5
12.4
105.6
94
112.0
1.128
03/22/01
Per Plan Lot 292 17.4
16.4,
99.7
94
106.0
1129,
03/22/01
Per Plan Lot 293 17.0
9.8
100.9
95
106.0
1 130
03/22/01
Per Plan Lot 294 16.7
16.7
98.0
92
106.0
1131
03/22/01
Per Plan Lot 295 16.2
17.4
100.7
95
106.0
113-1
03/22/01
Per Plan. Lot 296 15.5
1-1.1
99.5
94
106.0
1133
03/22/01
Per Plan Lot 297 14.8
11.1
101.9
96
106.0
1 134
03/22/01
Per Plan Lot 298 13.9
12.3
102.3
94
106.0
1.135
03/22/01
Per Plan. Lot 345 9.5
12.3
102.3
94
109.0
1 136
03/22/0.1
Per Plan Lot 345 10,5
13.1
100.7
92
109.0
1 137
03/22/01
Per Plan Lot 346 10.5
14.4
103.9
95
109.0
1138
03/22/01
Per Plan Lot 346 12.0
12.6
I04.7
93
112.0
1 139
03/22/01
Per Plan Lot 347 .10.0
10.8
108.9
95
114.5
1 140
03/22/01
Per Plan Lot 347 11.5
11.7
99.9
92
109.0
1141
03/22/01
Per Plan Lot 348 9.0
13.1
103.8
95
109.0
1 142
03/22/01
Per.Plan Lot 348 10.0
14.3
100.2
92
109.0
1143
03/22/01
Per Plan Lot 345 11.5
111
100.8
92
109.0
1144
03/22/01
Per Plan Lot 345 12:5
14.4
102.4
94
109.0
1 145
03/22/01
Per Plan Lot 346 13.0
14.3
97.8
92
106.0
1 146
03/22/01
Per Plan Lot 347 12:5
13.8
99.2
94
106.0
1 147
03/22/01
Per Plan Lot 350 4.0
11.6
100.1
92
109.0
1 148
03/22/01
Per PIan Lot 350 5.0
10.7
99.3
91
109.0
1 149
03/22/0I
Per Plan Lot 352 2.5
12.4
101.3
93
109.0
1 150 1
03/22/01
Per Plan Lot 352 3.5
14.3
99.7
91
109.0
AUoUSt 28, 2002 EARTH SYSTEMS SOUTHWEST
REI'OR'.1' O1,' R1:I_A'f'I'N;E COi•IP;ICTIONS .
J013 NAME: Country Club of the Desert JOB NO: 07117-11
LOCA'1'1ON:.La Quinta, California RE.POR'1' NO: O1-07-718
Pave 31 o1' 60
Test No
Date Tested
Description Elevation (feet)
%Moisture
Dry .Densit
Relative
Maximum
In Place
In Place
Compaction
Density
1151
03/22/01
Per Plan Lot 354 l .0
12.6
101.3
93
109.0
1 152
03/22/01
Per Plan Lot 354 2.0
15.6
100.7
92
109.0
1153
03/22/01
Per Plan Lot 351 4.0
12.7
97.3
92
106.0
1154
03/22/01
Per Plan Lot 353 2.Q
14.3
101.3
93
109.0
1155
03/22/01
Per Plan Lot 349 6.0
1 O.S
104:3
93
112.0
1 156
03/23/01
Per Plan Lot 288 17.5.
10.6
101.3
93
109.0
1157
03/23/01
Per Plan . Lot 287 . 17.2
9.8
1.03.4
-95
109.0
1155
03/23/01
Per Plan Lot 286 16.9
1 1.3.
101.9
93
109.0
1 159
03/23/Q 1
Per Plan Lot 285 16.5
10.4
102.7
94
109.0
1160
03/23/01
Per Plan Lot 284 1.5.9
1 l .9
101.6
96
109.0
1161
03/23/01
Per Plan Lot 283 15.4
12.7
103.1
92
112.0
1162
03/23/01
Per Plan Lot 282 15.0
10.1
101.1
90
112.0
1163
03/23/01
Per Plan Street 11.5
9.7
97.6
92
106.0
1 164
03/23/01
Per Pian -Street 13.5
10.S
96.1
91
106.0
1 165
03/23/01
Per Plan Street . 11.0
9.6
1.00.1
94
106.0
1.166
03/23/01
Per. Plan Street - 13.0
] 1.3
97.3
92
106.0
1 167
03/23/0.1
Per Plan Street - 10.5
12.1.
102.3
94
109.0
1168
03/23/01.
Per Plan Street 12.5
13.2
101.4
93
109.0
1 169
03/23/01
Per Plan Street 10.0
9.8
100.9
93
109.0
1 170
03%23/01
Per Plan Street 12.0
ILS
99.1
91
109.0
1171
03/23/01
Per Plan Street 9.5
10.6
96.8
91
106.0
1172
03/23/01
Per Plan Street 11.5'
11.2
95.9
90
106.0
1 173
03/23/01
Per. Plan Street S.0
9.3
101.3
96
106.0
1 174
03/23/01
Per Plan Street 10.0
8.6
96.7
91
106.0
1 175
03/23/01.
Per Plan Street 10.5-
10.3
105.8
94
112.0
1 176
03/23/01
Per Plan Street 12.5
11.7
l 02.1
91
112.0
1 177
03/23/01
Per Plan Street 8.0
9.6103.7
93
I ] 2.0
1.178
03/23/01
Per Plan Street 10.0
10.9
101.7
91 '
112.0
1 179
03/26/01
Per Plan Lot 359 3.5
11.0
100.8
95
106.0
1 1 SO
03/26/01
Per Plan Lot 359 4.5
12.8
103.7
93
112.0
1 181
03/26/01
Per .Plan Lot 359, 6.0
14.1
105.7
94
112.0
1182
03/26/01
Per Plan Lot 358. 2.0
12.9
98.8
93
106.0
1 I S3
03/26/0),
Per Plan Lot 358. - 3.5
10.3
9S.5
93
106.0
1 1 S4
03/26/01
Per Plan , Lot 358 4.5
12.6
101.3
93
109.0
1 I S5
03/26/01
Per Plan Lot -357 1.5
9.1
100.5
95
106.0
1 186
03/26/01
Per Plan Lot 357 3.5
11.1
97.0
92
106.0
August 28, 2002 EARTH SYSTEMS SOUI'11WEST
RE'T'ORT Or REL',VIIVE, ('OA;I'PAC'1'I6NS
JOB NAME: Counirn' Club of the Dcsert JOB NO: 07117-11
- LOCATION':.La Quinta, Califonua REPORT NO: 01-07-7.1S
Pnoa 27 n1' Mi
Test No
Date Testes]
Description Elevation (feet)
'YoMoistur
Dry Densit
Relative
Maximum
In Place
In Place
Compaction
Density
1187
03/26/01
Per Plan Lot 356 0.5
12.6
99.3
94
106.0
1188-
03/26/01
Per Plan. . Lot 356 .,2.5
14.2
97.8
92
106.0
1189
03/26/0I
Per Plan Lot 360 4. _5
12.7
99.3
94
106.0
1190
03/26/01
Per Plan Lot 360 6.0
14.0,
105.9
95
112.0
1191
03/26/01
Per Plan Lot 355 2.5
13.6.
104.7 .
93
112.0
1192
03/26/01
Per Plan Lot 355 3.5
15.2
102.1
91
112.0
1193
03/26/01
Per Plan Lot 353 2.5
10.8
.103.3
92
.112.0
.1194
03/26/01
Per Plan Lot.353 4.0
10.6
101.7
91
112.0
1 195
03/26/01
Per Plan Lot 351 5.0
12.4
101.2
93
109.0.
1196
.03/26/01
Per Plan Lot 351 7.0
10.8
98.9
91
109.0
1 197
03/26/01
Per Plan .Lot 352 4.0
11.7
103.6
95
109.0
1198
03/26/01
Per Plan Lot 352 6.0
12.4
l Q0.2
91
109.0
1199
03/26/01
Per Plan Lot 354 2.5
10.6
106,2
95
112.0
1200
03/26/01.
Per Plan Lot.354 4.0
11.7
102.1
91
112.0
1201
03/26/01
Per Plan Lot 355 5.0
12:S
103.1
95
109.0
1202
03/26/01
Per Plan., Lot 355 6.5
13.9
100.4
92
109.0
1203
03/26/01
Per Plan Lot 354 5.0
12.3
101.9
93.
109.0
1204
03/26/01
Per Plan. Lot 351 7.5
14.3
103.7
95
109.0
1205
03/26/01
Per Plan Lot 340. 13.9
10.0
104.5
93
112.0
1206
03/26/01
Per Plan Lot 341 14.5
8.4
103:8
93
112.0
1207
03/26/01
Per .Plan Lot 342 13.9
14.2
98.5
93
106.0
1208
03/26/01
Per Plan Lot 343 13.5
10.6
106.6
95
112.0
1209
03/26/01
Per Plan. Lot 356 4,5
12.7
100.0
94
106.0
1210
03/26/01
Per Pian Lot 356 6.0
12.3,
95.8
90
106.0
1211
03/26/01
Per Plan Lot 358 5.5
10.8
95.7
90
106.0
1212
03/26/01
Per Plan Lot 358 7.0 -
11.6
101.1
95
106.0
1213
03/26/01
Per Plan Lot 357 4.5
11.3
100.2
95
106.0
1214
03/26/01
Per Plan Lot 357 6.0
12.9
96.3
91
106.0
1215
03/26/01
Per Plan Lot 352 4.5
17.7
100.1
92
109.0
1216
03/26/01
Per Plan Lot 352 6.0
10.0
99.4
94
106.0
1217
03/26/01:
Per Plan Lot 345 6.0
9.3
102.5
94
109.0
1218
03/26/01
Per Plan . Lot 345 7.5
12:1
99.61
91
109.0
1219
03/26/01
Per Plan Lot 353 8.0
.11.5
101.3
93
109.0
1220
03/26/01
Per Plan Lot 355: 7.5
12.7
99.6
94
106.0
1221
03/26/01
Per. Plan Lot 344 13,1
10.8
104.3
93
112.0
1222
03/27/01
Per Plan Lot 355 7.0
14.2
99.9
90
111.0
1223.
03/27/01 jPer
Pian Lot 355. ' 8.5
20.1 1
99.7 1
90
111.0
EARTH SYSTEMS SOUTHIVTST
REPORTOIJ RELATIVE COMPACTIONS
JOB NAME: Country Club of the Desert -JOB NO: 07117-11
LOCATION: La Quinta, California REPORT NO: 0 1 -07-718
Test No
Date Tested
Description Elevation (feet)
%MoisturcDry
Densit
Relative
Maximum
In Place
In Place
Compaction
Density
1224
03/27/01
Per Plan Lot 353 6.5
13.9
100.2
90
111.0
1225.
03/27/01
Per Plan " Lot 353 8.0
16.8
101.5
91
111.0 .
1226
03/27/01
Per Plan Lot 350 5.5
15.4
99.9
90
111.0
1227
03/27/01
Per Plan Lot 350 7.0
18.7
103.1
93
111.0
1228
03/27/01
Per PIan Lot 354 7.5
14.8
1002
90
111.0
1229
03/27/01
Per Plan Lot 354 9.0
16.3
101.9
92
111.0
1230
03/27/01
Per Plan Lot 353 9.5
15.7
100.8
91
111.0
1231
03/28/01
Per Plan 5.5 BG
6.9
104.8
96
109.0
1232
03/28/01
Per Plan 4.0 BG
7.7
105.6
94
112.0
1233
03/28/01
Per Plan 6.0 BG
7.1
I'll.]
97
114.5
1234
03/28/01
Per Plan 5.0 BG
11.2
104.2
93
112.0-
1235
03/28/01 "
Per Plan3.5 BG
10.8'
].03.2
92
1 12.0
1236
03/28/01
Per Plan 5.0 BG
8.9
105.8
94
112.0'
1237
03/28/01
Per Plan 3.0 BG
10.6
101.3
90
112.0
1238
03/28/01
Per Plan 5.0 BG
7.2
102.1
94
109.0
1239
03/28/01
Per Plan 3.5 BG
8.9
100.3
92
109.0
1.246
03/28/01
Per :Plan Lot 350 7.0
11.2
101.2
91
111.0
1241
03/28/01
Per Plan Lot 350 8.5
10.1
.100.7
91
111.0
1242
03/28/01
Per.Plan Lot 351 8:0
122
103.4
93
111.0
1243
03/28/01
.Per Plan Lot 351 9.5
9.8
100.5
91
1 l 1.0
1244
03/28/01
Per Plan Lot 349 5.5
12.6
102.5
92
111.'0
1245
03/28/01
Per Plan Lot 349 7.0
11.1
99,6
90
1 l 1.0,
1246
03/28/01
Per Plan Lot 356 5.5
10.7
104.3
94
111.0
1247
03/28/01
Per Plan Lot 357 5.0
7.6
101.3
91
1 1 l .0
1248
03/28/01
Per Plan Lot 359 6.5
8.8
.102.1
92
111.0
1249
03/29/01.
Per Plan 2.5 BG
10.8
107.7
94
114.5
1250
03/29/01
Per Plan 1.0 BG
11.7
105.6
92
114.5
1251
03/29/01
Per Pian 2.0 BG
9.7
108.1
94
114.5
1252
03/29/01
Per Plan 0.5 BG
12.6
106.7
93
114.5
1253.
03/29/0I
Per Plan 2.5 BG
10.4
104.3
93
112.0
1254
03/29/01
Per Plan 1.0 BG
12.2
102.9
92
112.0
1255
03/29/01
Per Plan Lot 360 6.0
13.1
106.7
96
1 11.0
1256
03/29/01
Per Plan Lot 360 7.0
13.5
103.9
94
111.0
1257
03/29/01
Per Plan Lot 359 6.0.
10.5
110.4
96
114.5
1258
03/29/01
Per Plan Lot 359 7.0 .
16.4-
102.4
92
111.0
1259 1
03/29/01 1
Per Plan Lot 358 5.5
10.4
108.4
95
114.5
August 28, 2002
EARTH SYSTEMS SOUTHWEST
REPORT 017 RELATIVE COMPACTIONS
JOB NAME: Country Club of the .Desert
LOCATION: La Quinta, California
JOB NO: 07117-11
REPORT NO: 01-07-718
Pann 2d of t'n
Test No
DatcTested
Description Elevation (feet) %Moisture
Dry Dcnsit
Relative
Maximum
In Place
In Place
Compaction
Density
1260
03/29/Ol
Per Plan Lot 358 6.5 17.3-
99.5
92
109.0
1261
03/29/01
Per Plan Lot 349 6.0 9.6-
104.2
94
1 l 1.0
1262
03/29/01
Per Plan Lot 349 7.5 18.7.
9S.2
90
109.0
1263
03/29/01
Per Plan Lot 348 7.0 10.6
106.6
96
111.0
1264
03/29/01
Per Plan Lot 348 9.0 13.3
105.8
95
111.0
1265
03/29/01
Per PIan. Lot 347 10.5 12.3
104.8
94
1 l 1.0
1266
03/29/01
Per Plan Lot 347 12.0. 11.7
103.1
93
111.0
1267
03/29/01
Per Plan Lot 346 11.5 10.8
99.6
94
106.0
1268
03/29/01
Per Plan Lot 346 13:0 12.6
96.6.
91
106.0
1269
03/29/01
Per Plan Lot 345 10.5 10.7
101.3
96
106.0
1270
03/29/01
Per Plan Lot 345 12.0. 11.6
97.2
92
106.0
1271
03/29/01
Per Plan Street 2.0 10.8
103.7
93'
1 ] 1.0
1272
03/29/01
Per Plan Street 4.0 11.7
101.7
92
111.0
1273
03/29/01
Per Plan Street 3.0 9.6
1.01.6
94
111.0
1274
03/29/01
Per Plan Street 4.5 8:2
100.6
91
111.0
1275
03/29/01
Per Plan Street 4.5 10.5
103.1
93
1 1 1.0
1276
03/29/0I
Per Plan Street 6.5 11.7
101.9
92
111.0
1277
03/29/01
Per Plan Lot 361 5.0. 123
98.9
93
106.0
1278
03/29/01
Per Plan Lot 361 6.0 10.8
101.3
91
111.0
1279
03/29/01
Per Plan' Lot 363 7.0 13.1
99.2
94
106.0
1250
03/29/01
Per Plan Lot 363 8.0 12.7
103.0
94'
109.0
1.281
03/29/01
Per Plan Lot 362 6.5 10.8
102..1
94
109.0
1282
03/29/01
Per Plan Lot 362 8.0 11.6
100.6
92
109.0
1283
03/29/01
Per Plan Lot 361 6.5 12.3
103.5
94
111.0
1284
03/29/01
Per Plan Lot 361 7.5 13.3
101.9
92
11.1.0
1285
03/29/01
Per Plan Lot 349 7.0 12.6
104.6 .
-94
111.0
1286
03/29/01
Per Plan Lot 349 8.5 11.6
101.4
91
111.0
1287
03/29/01
Per Plan Lot 350 7.5 13.2
102.7
94
109.0
1238
03/29/01
Per Plan Lot 350 9.0 10.8
102.3
92
111.0
1289
03/29/01
Per Plan Lot 348 10.0 11.9
105.7
95
111.0
1290
03/29/01
Per Plan Lot 348 .1 I.5 12.6
100.5
91
111.0
1291
03/29/01
Per Plan Lot 350. 10.0 13.2
105.5
95
111.0
1292
03/29/01
Per -Plan Lot350 11.0 12.9
101.9
92
111.0
1293
03/29/01
Per Plan Lot 349 10.0 13.5
104.6
94
111.0
1294
03/29/01
Per Plan Lot 349, 11.5 10.7.
102.3
92
111.0
1295
03/29/01
Per Plan Lot 356, 6.5 12.6
102.4
94
109.0
1296
03/29/01
Per Plan Lot 356 7.5 10.8
100.8
92'
109.0
1297
03/29/01
Per Plan Lot 357 7.0 13.2
103.9
95
109.0
August 28, 2002 EARTH SYSTEMS SOUTHWEST
REPORT 017 RE LAT.IVE'COMPACTIONS
JOB NAME: Country Club of the Desert JOB NO: 07117-11
LOCA'nON:.La Quanta, California REPORT NO: 01-07-718
ra a i� of bu
Test No
Date Tesiecl-
Description Elevation (feet)
%Molsture
Dry Density
Relative
Maximum
In Place
In Place
Compaction
Density
1298
03/29/01
Per Plan . Lot 357 9.0
12.1,
100.1
92
109.0
1299
03/29/01
.Per Plan Street 5.0
14.3
105.6
95
111.0
1300,
03/29/01
Per. Plan Street 6.5
11.6
100.9
91
1 11.0
130.1
03/29/01
Per Plan Street 5.5
12.7
104.1.
94
1 l 1.0
1302
03/2.9/01
Per Plan Street 7.0
13.8
102.3
92
111.0
1303,
03/29/01
Per Plan Street 6.0
12.9
I00.2 .
92
109.0
1304
03/29/01
PerPlan Street 7.5
11.5
98.9
91
109.0
1305
03/30/01
Per Plan Lot 356 6.5
1.0.0
102.3
92•
111.0
1306
03/30/01
Per Plan .Lot 356 8.0
9.5
'102.6
92
111.0
1307
03/30/01
Per Plan Lot 356 9:5
10.6
104.1
94
111.0
1308
03/30/01
Per Plan Lot 358. 7.0
13.1
105.8 °
95
111.0
1309
03/30/01'
Per Plan Lot 358 8.0
10.3
.105.1
95
111.0
1310
03/30/01
Per Plan Lot 358 9.5
'10.7
98.4
90
109.0
1311
03/30/01 '
Per Plan Lot 359 8.0
12.6
104.8
94
111.0
1312
03/30/01
Per Plan Lot 359 9.5
11.4
I'l10
98
114.5
1313
03/30/01
Per Plan Lot 359 10.5
14.2
108.1
94
114.5
1314
03/30/01
Per Plan Lot 361 8.5
10.0
111.4
97
114.5
1315
03/30/01
Per Plan Lot 361 10.0
11.4
108.6
95
114.5
1316
03/30/01.
Per Plan Lot, 357 8.0.
12.7
104.8
94
11 l .0
1317.
03/30/01
Per Plan " Lot 357 9.5
11.6
102.9
93
11 l .0
1318
03/30/01
Per Plan Lot 360 9.0
13.2
108.3
95
'114.5
1319
03/30/01
Per Plan Lot 360 11.0
14.5
105.6
92
114.5
1320
03/30/01
Per Plan Lot 362 9.0
10.81
104.1
.94
111.0
1321
03/30/01
Per Plana Lot 362 10.5
11.9
101.9
92
111.0
1322
03/30/01
Per Plan Lot 364 9.0'
13.1
106.6
96
111.0
1323.
03/30%01
Per PIan Lot 364 11.0
11.6
103.8
94
111.0
1324
03/30/01
Per Plan Lot 36- 8.0.,
14.3
101:3
93
.109.0
1325
03/30/01
Per Plan Lot 365 9.5.
10.9
99.7
91
109.0
1326
03/30/01
Per Plan Lot 366 7.0
12.7
103.1
95
109.0
1.327
03/30/01
Per Plan Lot 366 8.5
.1 1.8
101.2
93
109.0
1328
03/30/01
Per Plan Lot 363. 9.0
11.3
1.05.6
95
111.0.
1329
03/30/01
Per Plan Lot 363 10.0
10.1
102.8
93
111.0
1330
04/02/01
Per Plan Lot 362 10.5
10.2
103.1
93
111.0
1331
04/02/01
Per Plan Lot.362. 12.0
12.6
1009
91
1 1 1.0
1332
04/02/01
Per :Plan Lot 363 11.0
13.1
101.7
.92
111.0
1333
04/02/01
Per Plan Lot 363 12.5.
10.8
101.3
91
111.0
August 28, 2002 EARTH SYSTEMS SOUTHWEST
REPORT OF RIF, LATJVE COMPACTIONS
JOB NAME: Country Club ofthe Desert
LOCATION::La Quinta, CaliJbi-pi:1
JOB NO: 07117-11
REPORT NO: 01-07-71 S
D-.. zK „r Kn
Test No
Date Tested Description Elevation (feet)
%Moister
DryDensith
Relative
Masimu n
In Place
In Place
Compaction
Denslt-v
1334
04/02/01 Per Plan Lot 364 11.0
12.6
102.6
92
111.0
1335
04/02/01 Per Plan. Lot 364 12.5
11.7
101.1
91,
111.0
1336
04/02/01 Per Plan Lot 365 10.5
13.3 '
105.6
95
111.0
1337
04/02/01 Per Plan Lot 365 12.0
10.8
101.5
91
11 l .0
1338
04/02/01 Per Plan Lot 366 9.5
14.2
103.4
93
111.0
1339
04/02/01 Per Plan Lot 366 11.0
10.6
102.6
92
111.0
1340
04/02/01 Per Plan Lot 367 7.5
12.9
99.6
94
106.0
1341
04/02/01 Per Plan Lot 367 9.0
10.7
100.2
90
111.0
1342
.04/02/071 Per Plan .Lot 369 6.5
13:1
100.3
95
106.0
1343
04/02/01 Per P.Ian Loi 369 7.5
11.7
.98.9
.93
106.0
1344
04/02/01 Per Plan Lot 368 7.5
10.2
102.8
93
111.0
1345
04/02/01 Per Plan Lot 303 6.5
13.8
98.7
91
106.0
1346
04/02/01 Per Plan Lot 303 8.0
14.2
100.1
92
109.0
1347
04/02/01 Per Plan Lot 301 6.0
12.8
99.1
93
106.0
1348
04/02/01 Per Plan Lot 301 7.5
14.1
103.2
95
109.0
1349
04/02/01 Per Plan Lot 299 - 7.5
12.7
97.6
92
106.0
1350
04/02/01 Per Plan Lot 299 8.5
13.2
96.1
91.
106.0
1351
04/02/01 Per Plan .Lot 3.04. 7.5
13.6
98.2
93
106.0
1352
04/02/0.1 Per Plan Lot 302 6.0
11.7
100.3
92
109.0
1353
04/02/01 Per Plan . Lot 300 '8.0
13.1
101.9
93
109.0
1354
04/02/01 Per Plan Lot 303 7.5
14.5
108.9
95
114.5
1355
04/0-2/0 1 Per Plan Lot 303 8.5
9.4
107.1
94 "
114.5
1356
04/02/01 Per Plan Lot 301 7.5
11.8
106.3
92
114.5
1357
04/02/01 Per Plan . Lot 301 8.5
12.9
105.7
92
114.5
1358
04/02/01 Per Plan Lot 304 10.0
13.6
105.4
92
114.5
1359
04/02/01 Per. Plan Lot 302 7.5
14.3
104.8
92
114.5
1360
04/02/01 Per Plan Lot 300, 9.5
13.1
106.7
.93
114.5
1361
04/02/01. Per Plan Lot 279 8.0
12.8
99.6
94
106.0
11362
04/02/01 Per Plan Lot 279 9.5
13.2
103.3
92
112.0
1363
04/02/01 Per Plan Lot 308 7.5
14.9
100.3
95
106.0,
1364
04/02/01 Per Plan Lot 308 9.0
12.5
104.8
91
114.5
1365
04/02/01 Per Plan: Lot 310 6.5
13.6
101.1
93
109.0
1366
04/02/01 .Per Plan Lot 310 8.0
11.9
108.7
95
114.5
1367
04/02/01 Per Plan Lot 307 7.0
14.2
9S.7
93
106.0 -
1368
04/02/0) Per Plan Lot 307 8.0
12.7
103.9
91
114.5
1369
04/02/01 Per Plan. Lot 309 6.5
13.7
99. l
93
106.0
1370
04/02/01 Per Plan Lot 309 8.0
1 1.6
105.8
92
114.5
August 28, 2002 EARTH SYSTEMS SOUTHWEST
IZEPOIZ'I' Olr REI..:%TIN.'h, COMPACTIONS
JOB NAME: Country Club of the Desert JOB NO: 07117-11
LOCATION: La Quinta, California REPORT NO: 01-07-71S
Paue 37 of C10
Test No
Date Tested
Description Elevation (feet) .
`%Moisture
ry Density
Relative
Maximum
In Place
In Place
Compaction
Density
1371
04/03/01
Per Plan Lot 310 7.5
17.0
107.2
93
114:5
1372.
04/03/01
Per Plan Lot 310 9.0
16.3
103.6
90
114.5
1373
04/03/01
Per Plan Lot 308 8.5
16.S
10S.7
95
114.5
1374
04/03/01
Per Plan Lot 30S 10.0
15.2,
104.1
91
114.5
1375
04/03/01
Per Plan Lot 279 9.5
15-1
110.5
97
114.5
1376
04/03/01
Per Plan Lot 279 10.E
18.0
104.5
92
114.5
1377
04/03/01
Per Plan Lot 309 8.0
16.3
105.8
92
114.5
13 7 8
04/03/01
Per Plan Lot 307 S.5
14.4
106.7
93
114.5
1379
04/03/01
Per Plan Lot 304 10.5
15.5
10S.7
95
114.5
1350
04/03/01
Per Plan Lot 304 12.0
16.3
103.9
91.
114.5
1381
04/03/01
Per .Plan Lot 302 8.0 .
14.S.
107.3
94
114.5
1352
04/03/01
Per Plim Lot 302 9.5 .
13.7
104.3
91
114.5
1383
04/03/01
Per Plan Lot 300 9.5
15.S
106.9
93
114.5
13S4
04/03/01
Per PIan Lot,300 11.0
13.1
105.2
92
114.5
1355
04/03/01
Per Plan Lot 303 11.5
16.7
10S.8
95
l 1.4.5
1386
04/03/01
Per :Plan Lot 301 10.0
15.?
105.6
92
114.5
1387
04/03/01
Per Plan Lot 299 1 l .5
13.8
107.9
94
114.5
'I3SS
04/03/01
Per .Plan Lot 299 12.5
14.3
104.5
91
114.5
1389
04/03/01
Per Plan Lot 367 8.5
12.7
102.5
93
111.0
1390
04/03/01
Per Plan Lot 367 10.0
10.9
101.3
91
111.0
1391
04/03/01
Per Plan Lot 36S 8.5
13.9
99.9
94
106.0
1392
04/03/01
Per Plan Lot 368 10.0
11.8
96.3
91.
106.0
1.393
04/03/01
Per Plan Lot 369 7.5
15.8
100.3
95
106.0
1394
04/03/01
Per Plan Lot 369 9.0
12.S
102.7
93
111.0
1395
04/03/01
Per Plan Lot 345 13.1
9.0
109.2
98
111.0
1396
04/03/01
Per Plan Lot 346 13.5
9.3
102.4
92
111.0
1397
04/03/01.
Per Plan Lot 347 13.3
5.9
104.1
94
111.0
11398
04/03/01
Per Plan Lot 348 13.0
6.0`
98.3
93
106.0
1399
04/03/01
Per Plan Lot 349 T2.8
7.3
100.6
91
111.0
1400
04/03/01
Per Plan Lot 350 l I .S
10.9
104.6
94
111.0
1401
04/03/01
Per Plan Lot 351 11.3
7.5
.104.2
94
1.11.0
1402
04/03/0.1
Per Plan Lot 352 .10.5
1.1.3
110.5
97
114.5
1403
04/03/01
Per Plan Lot 337 6.5
13.1
95.9
93
106.0
1404
04/03/01
Per Plan Lot 337 7.5
15.3
.104.1
91
114.5
1405
04/03/01
Per Plan Lot 339 6.5
12.8
99.6
94'
106.0
1406
04/03/01
Per Plan Lot339 7.5
14.3
105.2
92
114.5
.1407
04/03/01
Per Plan Lot 309 10.0
15.3
106.7
93
114.5
1405 L
04/03/0I 1
Per Plan Lot 308. 11.5
13.2
104.9 1
92
114.5
August 28, 2002 EARTH SYSTEMS SOUTI-INV.EST
RLI'OI:'I' (:)h R1 Lz1'1'1�'l COMPACTIONS
JOB NAAM Country Club of the Desert
LOCATION: La QUinta, Calilornia
J013 NO: 07117-11
YtE PORT NO: 0 1 -07-718
Pa a 38 of 60
Test No
Date Tested
Description Elevation (feet)
'YoMoisture
Dry Density
Relative
Maximum
In Place
In Place
Compaction
Density
1400
04/03/01
Per Plan Lot 279 12.5
13.7.
106.1
93
114.5
1410
04/03/01
Per Plan Lot 307 10.5
14.9-
107.2
94
114.5
1411
04/03/01
Per Plan Lot 310 10.0
14.1
104.5
91
114.5
1412
04/03/01
Per .Plan Lot 353 10.4
9.6
103.2
93
111.0
1413
04/03/01
Per Plan Lot 354 10.5
8.1
102.7
93
111.0
1414
04/04/01
Per Plan Lot 355 10.3
1.4.8
106.3
96
11 l .0
1415
04/04/01
Per Plan Lot 356 1.0.3
12.7
104.7
94
111.0
1416
04/04/01
Per Plan Lot 357 10.9
10.3
103.5
93
111.0
1417
04/04/01
Per Plan Lot 35S 11.5
8.6
102.4
92
111.0
1418
04/04/01
Per .Plan Lot 359 12.4 ,
8.3
101.0
91
111.0
1419
04/04/01
Per Plan Lot 360 12.5
10.5-
108.3
98
111.0
1420
04/04/01
Per Plan Lot 361 I3.0-
9.1
102.0
92
111.0
1421
04/04/01
Per `Pian Lot 362 13.5
6.2
10 3. 6
93
111.0
1422.
04/04/01
Per Plan Lot 363 14.0
12.2
105.2.
95
111.0
1423
04/04/01
Per Plan Lot 364 14.0
12.4
103.4
94
111.0
1.424
04/04/01
Per Plan Lot 365 13.3
5:9
105.5
95
111.0
1425
04/04/01
Per Plan Lot 366 12.5
5.9
9S.9
93
106.0
1426
04/04/01.
Per Plan Lot 273 4.0 .
12.1
95.5
91
106.0
1427
-04/04/01
Per Pian Lot 273 6.0
13.6
100.2
95
106.0
1425
04/04/01
Per .Plan Lot 273 8.0
1 ] .9
99.6
94
111.0
1429
04/04/01
Per Plan Lot 274 8.0
12.0
95.9
90
111.0
1430
04/04/01
Per Plan Lot 274 10.0
14.7
96.5
91
111.0
1431
04/04/01
Per Plan Lot 270 S.CI
7.2#
98.2
93
111.0
1432
04/04/01
Per Plan Lot 270 9.0
8.34
94.5
89*
111.0
1433
-04/04/01
Per Plan L01.268 7.5
4.3#
104.6
94
111.0
1434
04/04/01
Per Plan Lot. 268 8.5
6.91
100.8
91
111.0
1435
04/04/01
Per Plan Lot 266 6.0
6.7#
102.4
92
111.0
1436
04/04/01
Per Plan Lot 266 7.5
5.8#
103.7
93
111.0
1437
04/04/01
Per Plan Lot 264 6:0
10.3
107.0
96.
112.0
1438
04/04/01
Per Plan Lot 264 7.0
7.8#
108.4
97
112.0
1439
04/04/01
Per Plan Lot 278 9.0
12.7
99.7
94
106.0
1440
04/04/01
Per.Pian Lot 278 10.5
13.1
96.S
91
106.0
1441
04/04/01
Per Plan Lot 276 9.0
10.9
100.1
94
106.0
1442
04/04/01
Per Plan Lot 276 10.5
11.1,
98.31
93
106.0
1443
04/04/01
Per Plan Lot 277 9.0
13.6
99.1
93
106.0
August 28, 2002 EARTH SYSTENIS SOUTFIWEST
12EPORr 01+ RELATIVE COMPACTIONS
,JOB NAME: Country Club of the Desert JOB NO: 07117-11
LOC:�'I'.[ON: La Quinta, Calirornia ]REPORT NO: 01-07-718
PiPL 39 of GO
Test No
Date Tested
Description Elevation (legit)
°Z1MoisturcDry
Density
Relative
Maximum
In Place
In Place
Compaction
Density
1444
04/05/01
Per Plan Lot 277 10.5.
10.9
97.2
92
106.0
1445
04/05/01
Per Plan Lot 275 11.0
12.7
9S.9
93.
106.0
1446
04/05/01
Per Plan Lot 275 12.5
11.9
96.3
91
106.0 l
1447
04/05/01
Per Plan Lot 278 I0.0
12.6
103.1
93
111.0 j
1448
04/05/01
Per Plan Lot 278 11.5
10.9
101.3
91
111.0
1449
04/05/01
Per Plan Lot 275 12.0
l l .S
104.7
94
111.0
1450
04/05/01
Per Plan Lot 275 13.0
12:6
103.3
93
111.0
1451
04/05/01
Per Plan Lot 277/276 11.5
10.6
102.5
92
111.0
1452
04/05/01
Per Plan Lot 277/276 12.5
11.3
100.9
91
111.0
1453
04/05/01
Retest 41431
S.0##
. 99.2
94
106.0
145=4
04/05/01
Retest # 1432.
S.7##
96.6
91**
106.0
1455
04/05/01
Retest #1433
SS##
101.0
91
111.0
1456
0=4/05/01
Retest #1434
10.94#
101.3
94
111.0
1457
04/05/01
Retest #1435
7.80
103.5
93
111.0
1458
04/05/01
Retest # 1436
14.60
101.5
91 *
I l 1.0
1459
04/05/01
Retest It1437
7.9##
106.7
95**
112.0
1460
04/05/0.1
Retest #1435
7.09#
97:7
87.1
112.0
1461
04/05/01
Per Plan Lot 272 10.0
11.2
.99.4
94
106.0
1462
04/05/01
Per Plan Lot 272 11.0
13.4
99.7
94
106.0
1463
04/05/01
Per Plan Lot 271 10.5
12.4
102.4
97
106.0
1464
04/05/01
,
Per Plan Lot 271 1 1.5
10.0
.96.8
91
106.0
1465
04/05/0.1
Per Plan Lot 270 9.5
10.7
100.2
95
106.0
1466
04/05/01
Per Plan Lot 270 11.0
10.5
108.0
94
114.5
1467
04/05/01
Per Plan Lot 273 10.5
8.1#
96.6
91
106.0
1468
04/05/01
Per Plan Lot 273 11.5
12.S
99.3
94
106.0
1469
04/05/01
Per Plan Lot 274 10.5
16.0
96.4
91
106.0
1470
04/05/01
Per Plan Lot 274 11.5
9.6
98.0
92
106.0
1471
04/05/01
Per Plan Lot 276 13.0
12.0
96.1
91
106.0
1472
04/05/01
Per Plan Lot 277 11.5
14.6
95.5
90
106.0
1473
04/05/01
Per Plan Lot 275 12.5
12.8
99.4
94
106.0
1474
04/05/01
Per Plan Lot 274 14.0
16.5
100.9'
95
106.0
1475
04/05/01
Per Plan Lot 264 6.5
11.5
90.0
85*
106.0
1.476
04/05/01
Per Plan Lot 264 8.0
13.5
95.4
90
106.0
1477
04/05/01
Per Plan Lot 266/267 7.5
1 l .1
90.2
S8*
106.0
1475
04/05/01
Per Plan, Lot 266/267 9:0
1 l .5
90.1
S5*
106.0
1479,
04/05/01
Per Plan Lot 269 9.5
7.3#
101.0
95
106.0
1450
04/05/01
Per Plan Lot 269 11.0
8.9#
94.5
89`1
106.0
August 28, 2002 EARTH SYSTEMS SOUTHWEST
REPORT OF REILATIVE COMPACTIONS
jOB NAINIE: Country Club ofthe. Desert
LOCATION: La Quinta, California
JOB NO: 07117-11
REPORT NO: 01 -07-71 S
Page 40 of 60
Test No
Date Testes]
Description Elevation (feet)
°,Moisture
Dry Density_
.Relative
Maximum
Ln Place
In Place
Compaction
Density
14S1
04/06/01
Per Plan Lot 337 S.5
12.6
103.6
9 3
111.0
1452
04/06/01
Per Plan Lot 337 9.5
11.3
101.4
91
11 1:0
1483
04/06/01
Per Plan Lot 33S 9.0
13.4
105.2
95
111.0
1484
04/06/01
Per Plein Lot 338. 10.0
10.9
100.9
91
l 1 1.0
1485
04/06/01
Per Plan Lot 10.0
12.8
A02.7
93
111.0
1456,
04/06/0I
Per PIan Lot 339 11.5
11.1
101.3
91
111.0
1487a
04/09/01
Per Plan Lot 368 l l .]
79
100.6
95
106.0
1487b
04/09/01
Per Plan Lot 367 11.6
6.1
97.6
92
106.0
1.488
04/09/01
Per Plan Stake 15050 4.5
11.2
95.3
90
106.0
1489
04/09/01
Per Plan + Stake 15050 6.0
10.2
101.3
90
112.0
1490
04/09/01
Per .Plan Stake 15082 4.0
16.9
97.1
92
106.0
1491
04/09/01
Per Plan Stake 15082 5.5
7.3
103.5
90
114.5
1492
041,109/01
Per Plan Stake 15054 3.5
11.8
98.7
93
106.0
1493
04/09/0]
Per Plan Stale 15084 5.5
9.0
104.2
91
114.5
1494
04/09/01
Per Plan Stake 15086 3.0
10.8
98.1
93
106.0
1495
04/09/01
Per Plan Stake 15056 6.0
13.6
99.1
93
106.0
1496
04/09/01
Per Plan Stake 15088 3.0
12.4
97.6
92
106.0
1497
04/09/01
Per Plan Stake 15088 5.5
7.1
104.1
98
106.0
149S
04/09/01
Per Plan . Stake 15090 2.5
8.3
100.9
95
106.0
1499
04/09/01
Per Plan Stake -15090 6.0
9.4
99.3
94
106.0
1500
04/09/01
Per Plan Stake 15092 2.5
7.5
100.5
95
106.0
1501
04/09/01
Per Plan Stale 15092 5.5
10.2
103.3
97
106.0
1502
04/09/01.
Per Plan Stake 15092 7.0
7.8
105.9
99
106.0
1503
04/10/01
Per Plan Stake 15073 6.0
8.9
103.2
97
106.0
1504
04/10/01
Per Plan Stake 15073 7.5 .
8.5
104.2
98
106.0
1505
04/10/01
Per Plan Stake 15075 6.5
12.6
100.3
95
106.0
1506
04/10/01
Per Plan Stake 15075 5.5
9.8
103.3
97
106.0
1507
04/10/01
Per Plan Stake 15077 5.0
14.7
101.5
96
106.0
1508
04/10/01
Per Plan Stake 15077 7.0
20.4
95.0
90
106.0
1509
04/10/01
Per Plan. Stake 15079 5.5
10.6
99.9
94
106.0
1510
04/10/01
Per Plan Stake 15079 5.7
10.2
99.2
94
106.0
1511
04/10/01
Per Plan Guardshack 7.5
12.3
96.9
91
106.0
1512
04/10/01
Per Plan Guardshack 7.5
13.8
96.1
91
106.0
1513
04/10/01
Per Plan Lot 279 - 13.7
6.6
100.6
95
106.0
1514
04/10/01
Per Plan Lot 307 12.0
17.2
99.6
94
106.0
1515
04/10/01
Per Plan Lot 308 12.6
9.4
99.3
94
106.0
August 28, 2002
EARTH SYSTEMS SOUTHWEST
REPORT OFR.ELATIVE COMPACTIONS
JOB NAME: Country Club of the Desert. JOB NO: 07117-11
LOCATION: La Quinta, California REPORT NO: 0 1 -07-71 S
Pa a 41 of 60
Test No Date Tested
Description Elevation, (feet)
%Moister-
Dry Density Relative
Maxinnmr
In .Place.
In Place Compaction
Density
1516 04/10/01
Per plan'' Lot 309 11.3
10.1.
110.3 98
112.0
1517 04/10/01
Per Plan Lot 31.0. 11.4
13.4
104.2 96
109.0
.1518 04/10/01
Per Plan Lot 299 14.1
6.6
96.9 91
106.0
1519 04/10/01
Per Plan Lot 300 13.1
11.6
99.4 94
106.0
1520 04/10/01
Per Plan Lot 301 12.2
1.7.4
98.2. 90
109.0
1521 04/10/01
Per Plan Lot 303 13.2
10.1
.100.7 92
109.0
1522 04/10/01
Per Plan Lot 304 13.7
8.1
102.0 94
109.0
1523 04/10/01
Per Plan Lot 302 11.0
9.7
100.9 93
109.0.
1524 04/10/01
Per Plan Lot 378 5.5
13.8
95.5 90
106.0
1525 04/10/01
Per Plan ' Lot 376. 6.5
9.S
99.0 93
106.0
1,526 04%10/01
Per Plan ° Lot 376 5.5
10.4
100.1 94
106.0
1527 04/10/01
Per Plan 'Lot 375 .6.5.
17.3
10.1.5 96
106.0
1528 04/10/01
Per Plan Lot 375 4.5
6.6
101.8 96
106.0
1529 04/10/01 -
Per Plan : Lot 385. 3.5
5.6
91.7 87*
106.0
1530 04/10/01
Per Plan Lot3S5 4.5
9.3-
93.8 S9*
106.0
1531 04/10/01
Per Plan Lot 388 2.0
6.9
96.8 91
106.0
1532 04/10/01
Per Plan Lot 388.5
l 5.6
101.5 96
106.0
1533 04/10/01
Per Plan Lot 386. 3.0
7:3
92.6 87*
106.0
l 534 04/10/01
Per Plan Lot 386 4.0
6_8
98.1 93
106.0
1535 04%10/01
Per Plan Lot 387 3.5
10.0
93.0 88*
106.0
1536 04/10/01
Per Plan Lot 387 4.5
12.7
99.3 94
106.0
1537 04/10/01
Per Plan Lot 383 3.5
9.2
103.7 98
106.0
1538 04/10/01
Per .Plan Lot 383 4.5
10.2
9S.8 93
106.0
1539 04/10/01
Per :Plan Guardshack 10.0
12.1
100.1 94
106.0
1540 04/10/01
Per Plan Guardshack 11.5
13.3
102.3. 97
106.0"
1541 04/11/01
Per Plan Lot 380 5.0
13.1
.107.2 '97
111.0
1542 04/.11/01
Per Plan Lot380 6.0
13.5
"103.8 94
111.0
1543 04/11/01
Per Plan Lot 382 5.5
12.7
106.1 96
111.0
1544 04/11/01
Per Plan Lot 382 7.0
13.6
101.9 92
111.0
1545 04/11/01
Per Plan Lot 384 3.5
11.6
104.3 94
111.0
1546 04/11/01
Per Plan Lot 384 4.5
10.9
103.193
111.0
1547` 04/11/01
Retest 41533.
10.4
101.1 91
1548. 04/11/01
Per Plan. Lot 3S6 4.5
11.4
102.6. 92
111.0
1549 04/11/01.
Per Plan Lot388, 3.5
12.9
105.3 95
111.0
1550 04/11/01
Per Plan Lot 388 4.5
11.7
103.2 93
111.0
1551 04/11/01
Per Plan Lot 370 4.5
10.6
103.3 93
111.0
1552 04/11/01
Per Plan :Lot 370 5.5
9.1
102.2 92
111.0
August 28, 2002 EARTH SYSTEMS SOUTHWEST
REPORT O.F RELATIVE COMPACTIONS
JOB NAME: Country Club of the Desert
LOCATION: La Quinta, California
JOB NO: 07117-11
REPORT NO: 0l -07-718
boon d7 of (,(1
Test No Date Tested
Description Elevation (feet) ,
%Moister
Dry Density
Relative
Maximum
In Place
In Place
Compaction
Density
1553 04/1.1/01
Per Plan Lot 389 4.0
12.8
107.1
96
111:0
1554. 04/11/01
Retest #1535
13.4
105.4
954'*
111.0
1555 04/11/01
Retest #1529
12.3
.106.2
96**
111.0.
1556 04/11/01
Per Plan Lot 383 4.0
111.9
103.1
93
111.0
1557 04/11/01
Per Plan Lot 38I 4.5
12.9
104.7
94
111.0
1558 04/11/01
Per Plan Lot 389 5.0
10.3
101.6
92
111.0
1559 04/11/01
PerPlan Lot3S9 6.0
11.9.
100.8
91
111.0
1560 04/11/01
Per Plan Lot 387 4.5
10.6
103.2
93
111.0
1561 04/11/01
Per Plan Lot 387 6.5
11.1
1 OU
91
1 l 1.0
1562 64/11/01
Retest #1530
12.6
103.1
93**
111.0
1563 04/11/01
Per Plan Lot 385 5.5
13.2
102.8
93
11 I.0
1564 04/11/01
Per Plan Lot 383 5.0.
10:9
105.7
95
111.0
1565 04/11/01
Per Plan Lot 383 6.0
11.7
102.5
92
111.0
1566 04/11/01
Per Plan Lot.381 5.5
13.2
103.9
'94
111.0
1567 04/11/01
Per Plan Lot 381 6.5
11:9
100.4
90
11 l .0
1568 04/11/01
Per Plan Lot 380 7.0
13..1
104.2
94
111.0
1569 04/11/01
Per Plan Lot 382 7.0
11.7
103.9
93
111.0
1570 04/11/01
Per Plan Lot 384 5.5
11.1
104.6
94 .
111.0
1571 04/11/01
Per Plan Lot 386 5.0
12.6
105.4
'95
111.0
1572 04/11/01
Per Plan Lot 388 5.5
10.8
102.6
92
111.0
1573 .04/11/01
Per Plan Lot 390 6.5
11.9
104.2
94
111.0
1574 04/11/01
Per Plan Lot 378 5:0
13.2
105.8
95
l l 1.0
1.575 04/11/01
Per Plan Lot 378 6.5
13.4
103.1
93
111.0
1576 04/11/01
Per Plan Lot379 5.0
12.7
106.9
96
111.0
1577 04/11/01
Per Plan Lot 379 6.5
13.3
101.7
92
111.0
1578 04/11/01
Per Plan Lot 391, 4.5
11.9
107.7
97
111.0
1579 04/11/01
Per Plan Lot 391 6.0
13.1
102.7
93
111.0
1580 04/12/01
-Per Plan Lot 377 5.0
13.4
102.4
92
111.0
1581 04/12/01
Per Plan Lot 377 6.0
10.8
102.8
93
106.0
1582 04/12/01
Per Plan Loi 376 5.5
10.6
102.1
96
1.06.0
1583 04/12/01
Per Plan Lot 376 6.5
9.9
100.6
95
111.0
1584 04/I2/01 .
Per Plan Lot 378 6.5
12.6
105.6
95
111.0
1585 04/12/01
Per Plan Lot 37S 7.5
13.2
101.9
92
111.0
1586 04/12/01
Per Plan Lot 379 6.0
1.2.S
104.8
94 `
111.0
1537 04/12/01
Per Plan -Lot 379 7.5.
12:1
102.6
92
111.0
1558 04/12/01
Per Plan Lot 3SO 6.0
1 1.9
104.5
94
111.0
1589 04/12/01
Per Plan Lot 380 7.5
13.0
103.2
93
111.0
August 28, 2002 EARTH SYSTEMS SOUTHWEST
REPORT OF R.ELAT'1 VE COMPACTIONS
JOB NAME': Country Club of the Desert
L,OCAT.ION:.La Quinla, California
JOB NO: 07117-11
REPORT NO: 01-07-718
PslaP dI n!' Afl
Test No
Date Tested
Description Elevation (feet)
°X)Moist.ur-
Dry Densit
Relative
Maxinnum
In Place
In Place
Compaction
Density
1590
04/12/01
Per Plan Lot 382 7.0
12.9
102.6
92'
111.0
1591
04/12/01
Per Plan Lot 384 6.0
10.9
104.2
94
1 I 1.0
1592
04/12/01
Per Plan Lot 386 6.0
12.7.
103.2
93
111.0
1593
04/12/01
Per Plan Lot 388 7.0'
11.7
105.6
95
111.0
1594
04/12/01
Per Plan Lot 389 8.0
12.3
103.9
94
111.0
1595
04/12/01
Per Plan Lot 379 8.0
13.1
105.8
95
1 l 1.0
1596
04/12/01
Per Plan Lot 379 9.0
11.6
101.8
92
111.0
1597
04/12/01
Per Plan Lot 377 7.0
12.1
103.6
93
111.0
1598
04/12/01
Per Plan Lot 377 8.0
10.8
100.8.
91
111.0
1599
04/12/01
Per Plan Lot 376 7.5
12.5
102.7
93
111.0
1600
04/12/0),
Per Plan Lot 376 8.5
10.1
101.8
92
1 1 1.0
1601
04/12/01
Per Plan Lot 374 7.0
14.2
100.8
95
106.0
1602
04/12/01
Per Plan Lot 374 8.5
12.7
100.1
94
106.0
1603
04/12/01
Per Plan Lot 372 8.5
12.9
99.9
94
106.0
1604
04/12/01
Per Plan Lot 372 10.0
2.1
100.3
95
106.0
1605
-04/12/01
Per Plan Lot 375 7.5
13.7
101.8
96
106.0
1606
04/12/01,
Per Plan Lot 373 8.0
12.8
100.5
95
106.0
1607
04/12/01
Per Plan Lot 371 9.0
1.2.1
100.6
95
106.0
1608
04/12/01
Per Plan Lot 371 10.0
10.7
98.6
93
106.0
1609
04/12/01
Per Plan Lot 370 9.0
11.S
1.00.1
94
106.0
1610
04/12/01
Per Plan Lot 370 10.0
9.9
98.9
93
106.0
1611
04/12/01
Per Plan Lot 378 8.5
12.6
103.8
94
111.0
.1612
04/12/01
Per Plan Lot 378 9.5
10.9
101.7
92
111.0
1613
04/12/01
Per Plan Lot 377 9.0
13.1
105.8
95
111.0
1614
04/12/01
Per Plan Lot 377 10.0
12.5
102.8
93
111.0
1615
04/12/01
Per Plan Lot 392 4.5
13.9
97.8.
92
106.0
1616
04/12/01
Per Plan Lot 392 5.5
10.8
101.9
92
111.0
1617
04/12/01
Per Plan Lot 394 5.0
12.8
99:2
94
106.0
1618
04/12/01
Per Plan Lot 394 6.5
11.4
103.1
93
111.0
1619
04/12/01
Per Plan Lot 395 5.5
13.1
99.7
94
106.0
1620
04/12/01
Per Plan Lot 395 7.0
11.6.
102.6
92
111.0
1621
04/12/01
Per Plan Lot 393 5.0
14.7
100.4
95
106.0
1622
04/12/01
Per Plan Lot 393 6.5
1 l .9
101.6
92
111.0
1623
.04/12/01
Per Plan Lot 391 6.5
12.6
105.2
95
111.0
1624
04/12/01
Per .Plan Lot 391 8.0
13.3
102.6
92
111-0
1625
04/12/0I
Per Plan' Lot 390 6.5
112
103.1
95
109.0
1626
04/12/01
Per Plan Lot 390 8.0
9.9
100:2
92
109.0
1627 1.
04/12/01 1
Per Plan Lot 392 6.5 1
10.8
101.7
93
109.0
August 28, 2002 EARTI-I SYSTEMS SOUTHWEST
REPORT Oh RELATIVE CONIPACr10NS
.JOB NAME: Country Club of the .Desert
I:OCATION: La Quinta, California
,10B NO: 07117-11
REPORT NO: 0 1 -07-718
n,t«p dd .,r 411
1'est No
Date Tested
Description Elevation (feet)
%Moisture
Dry Density
Relative
lVlasimum
l.n Place
Ln Place
Compaction
Density
1628
04/12/01
Per Plan Lot392 8.0
11.6
99.5
91
109.0
1629
04/12/01
Per Plan Lot 393. 7.0
13.9
107.6
94
109.0
1630.
04/12/01
Per Plan Lot 278 14.3
10.2
99.5
90
111.0
1631
04/12/01
Per Plan Lot 277 14.9
10.1
106.0
95
111.0
1632
04/12/01
Per Plan Loi 276 15.3
11.4
108.2
.97
111.0
1633
04/12/01
Per Plan Lot 275 15.7
13:2
108.5
98
111.0
1634
04/12/01
Per Plan Lot 274 ". 16.0
10.2
104.5
94
111.0
1635
04/12/01
Per Plan Lot 273 16.0
6.4
99.8
90
111.0
1636
04/12/01
Per Plan Lot 272 15.8
12.5
107.0
96
111.0
1637
04/12/01
Per Plan Lot 396 ' 6.0
17.9
98.3
93
106.0
1638
04/12/01
Per Plan Lot 397 6.5
11.0
100.3
.95
106.0
1639
04/12/01
Per Plan Lot 370 10.0
I2.6
103.1
93
111.0
1640
04/12/01
Per Plan Lot 370 11.5
10.5
100.9
91
111.0
1641
04/12/01
Per Plan Lot 371 11.5
10.6
101.3
91
111.0
1642
04/12/01
Per Plan Lot 372 11.5
11.9
104.6
94
111.0
1643
04/12/01
Per Plan Lot 372 13.0
9.8
101.8
92
111.0
1644
04/12/01
Per Plan Lot 373 9.0
11.7
103.6
93
111.0
1645
04/12/01
Per Plan Lot 373 10.5
12.6
102.3
92
111.0
1646
04/12/01
Per Plan Lot 270 11.5
13.1
99.7
94
106.0
1647
04/12/01
Per Plan. Lot 270 13.5
12.8
96.3
91
106.0
164S
04/12/01
Per Plan Lot 271 12.0
12.9
100.5
95
106.0
1649
.04/12/01
Per Plan Lot 271 14.0
10.7
99.1
93
106.0
1650
04/I2/01
Per Plan Lot 269 10.0
13.9
98.1
93
106.0
1651
04/12/01
Per Plan Lot 269 11.5
11.7
96.7
91
106.0
1652
04/12/01
Per Plan Lot 374 11.0
12.9
105.6
95
111.0
1653
04/12/01
Per Plan Lot 375 8.5
13.6
100.9
93
109.0
1654
04/12/01
Per Plan Lot 375 10.5
10.7
102.7
93
111.0
1655
04/13/01
Per Plan Lot 394 7.5
10.4
105.5
95
111.0
1656
04/13/01
Per Plan Lot 394 9.0
10.9
100.2
90
111.0
1657
04/13/01
Per Plan Loi 396 8.0
12.7
103.9
94
111.0
1658'
04/13/01
Per Plan Lot 396 9.5
11.1
101.7
92
111.0
1659
04/13/01
Per Plan Lot 398 8.0
15.7
101.8
96
106.0
1660
04/13/01
Per Plan Lot 398 9.5
10.3
101.4
92
111.0
1661
04/13/01
Per Plan Lot 393 8.5
13.9
99.7
94
106.0
1662
04/13/01
Per Plan -. Lot 393 10.0
12.2
97.1
92
106.0
1663
04/13/01
Per Plan Lot 395 8.5
14.7
100.6
95
106.0
1664 1
04/13/01 1
Per Plan Lot 395 10.0-
11.9
99:3
94
106.0
Auc"ust 28, 2002 EARTH SYSTEMS SOUTHWEST
REPORT OIC RELATIVE COMPACTIONS
.JOB NAME: Country Club of the Desert JOB NO: 071 17-1 1
I,OCATI.ON: La Quinta, California12EPORT NO: 01-07-718
n�n� ec .,i• �n
Test No
Date Tested
Description
Elevation
(feet)
%Moister
ry Density
.Relative
Maximum
In Place
In Place,,
Compaction
Density
1665
04/13/01
Per Plan
Lot 3971
9.0
10.4 "
101.1
93
109.0
1666
04/13/01
Pe.r Plan
Lot 397
10.5 "
14.8
100.5
92
1.09.0
1667
04/13/01
Per Plan
Lot.399
-8.5
10.6
100.7
98
111.0
1668
04/13/01
Per Plan
Lot 399
9.5
12.1
99.8
92
109.0
1669
04/13/01
Per Plan " ."
Lot -394
9.5.
13.2
103.2
93
111.0
1670
04/13/01
Per Plan
Lot 394
11.0
10.9
100.9
91
111.0
1671-
04/13/01
Per Plan ".
Lot 396
10.5
12.7
103.7
93
111.0
1672
04/13/01
Per "Plan
Lot 396
12.0
11.1
101.8
92
111.0
1673
04/13/01
Per Plan
Lot 398
l 0.0
I0".9
105.8
95
1 I 1.0
1674
04/13/01
Per Plan
:Lot 398
11.5
12.1
103,6
93
111.0
1675
04/13/01
Per Plan
Lot 400
6.5.
14.2
99.S
94
106.0
1676
04/13/01
Per Plan
Lot 400
8.5.
12.3.
100.1
90
l 1 1.0
1677
-04/13/0 ]
Per Plan
Lot 395
9.5
11.7
101.4
93
109.0
1678
04/13/01
Per .Plan
Lot 395
11:0
12.2
100.2
92 "
109.0
1679
04/13/01
Per Plan
Lot 397
11.0
14.2
103.1
.95
109.0
1680
04/1-3/01
Per Plan
Lot 397
12.5
10.7
100.9
93
109.0
1651
04/16/01
Per Plan
Lot 400/4.01 "
10.0 -
10.1
98.5
93
106.0
1682
04/16/01
Per Pian
Lot 400/401
11.5
15.8
95.6
90
106.0
1683
04/16/01
Per Plan
Lot 402
TO
15.2
103.3"
92
112.0
1.684
04/16/01
Per Plan "
Lot 402
9.0
18.5
102.3
91
112.0
1685
04/16/0.1
Per Plan
Lot 402
10.5 "
16.8
97.4
92
106.0
1686
04/16/01
Per Plan
Lot 3.97
i 1.0
13.1.
103.2
93
111.0
1687"
04/16%01
Per Plan
Lot.397
12.5
10.8
101.9
92
111.0
1688
04/16/01
Per Plan
Lot 398
12:0
11;6
103.8
94
111.0
1689
04/16/01
Per Plan
Lot 398
13.5
9.9
102.1
92
111.0
1690
04/16/01
Per Plan
Lot 399 -
11.5 .
14.1
98.6
93
106.0
1691
04/16/01
Per Plan
Lot 399
12.5
12:7
96.1
91
106.0
1692
04/16/01
Per Plan
Lot 370
13.0
6.3
103.8
94
111.0
1693
04/16/01
Per Plan "
Lot 371
13.7
5.1..
104.3
94
111.0
1694.
04/16/01
Per Plan
Lot 372
14.5
5.7
102.6
92
111.0
1695
04/16/01
Per Plan
Lot 373
13.7
6.8
103.1
93
111.0
1696
04/16/01
Per Plan.
Lot 374
13.0
5.3
1019
92
111.0
1697
04/16/01
Per ,Plan
Lot 375
12.3
6.2
102.7
93
111.0
1698
04/I6/01
Per Plan
Lot 376
11.7
5.4
104.2
94
111.0
1699
04/16/01.
Per Plan
Lot 377
11.0
8.7
102.1
92
111.0
1700
04/16/01
Per Plan
Lot 378
10.4
7.5
103.7.
93
111.0
1701
04/16/01 j
Per Plan
Lot 379
9.8
8.1
101.7
92
1.11.0
August 28, 2002
EARTH SYSTEMS SOUTHWEST
REPORT OF 11FILATIVE COIN]PACTIONS
JOB NAME: Country Club of the Desert
LOCA'T'ION: La Quinta, Cal1101-111a
JOB NO: 071 17-1 I
REPORT' NO: 0 1 -07-71 S
P•inn A4 n1' K11
Test No
Date Tested. Description Elevation (feet)
%Moisture
Dry Densit
Relative
Nlaxinrunl
In Place
In Place
Compaction
Density
1702
04/16/01 Per Plan Lot 380 9.1
8.9
1.04.1
94
-1 1 l .0
1703
04/16/01 Per Plan. Lot 399 12.5
13.9
99.7
94
106.0
1704
04/16/01 Per Plan ' Lot'399 13.5
12.1
97.2
92
106.0
.1705
04/16/01 Per Plan Lot 400 13.0
14.3
99.1
93
106.0
1706
04/16/01 Per Plan Lot 400 14.5
15.195.5.
93
106.0
1707
04/17/01 Per Plan Lot 407 1.5
10.4
972
92,
106.0
1708
04/17/01 Per Plan . Lot 407. 2.5
12.3
101.2.
95
106.0
1709
04/17/01 Per :Plan Lot 406 2.0
14.0
96.1
91
106.0.
1710
04/17/01 Pei- Plan Lot 406 3.5
13.1
98.1
93
106.0
1711
04/17/01 Per Plan Lot 404 3.0
9.1
101.1
94
108.0
1712
04/17/01 ' Per Plan Lot 404 .4.5
15.8
95.7
91
108.0
1713
04/17/01 Pcr Plan Lot 402 11.0
1 S.5
102.4
95
108.0
1714
04/17/01. Per Plan, Lot 402. - 12.5
17.5
95.9
92
105.0
1715
.04/17/01 Per Plan Lot 405 3.5
13.4
..97.1
92
106.0
1716
04/17/01 Per Plan Lot 403 7.0
14.1
99.2
92
108.0
1717
04/17/01 Per Plan Lot 403 8.5
13.1
99.2
92
10S.0
1718
04/1.7/01 Per Plan Lot 401 12.5
15.8
100.2
93
108.0
1719
04/17/01 Per Plan Lot 401 14.0
16.,5'
98.3.
91
108.0
1720
04/17/01 Per Plan Loi 381 8.5
7.2
105.7
95
111.0
1721
04/17/01 1 Per Plan Lot 382 7.8
6.1
103.1
93
1 1 1.0
1722
04/17/01 Per Plan Lot 383 7.3
6.7
'103.8
94
11 ] .0
1723
04/17/01 Per Plan Lot 384 6.8
4.3
104.7
94
111.0
1724
04/17/01 Per Plan Lot 385 6.8
5.1
103.4
93
i l ] .0
1725
04/17/01 Per Plan Lot 386 7.0
7.9
101.7
92
111.0
1726
04/17/01 Per Plan Lot 387 7.3
6.1
103.2
93
111.0
1727
04/17/01 Per Plan Lot 388 8.2
6.6
103.9
94
111.0
1728
04/17/01 Per Plan Lot 389 8.7
4.3
102:7
93
111.0
1729
04/17/01 Per Plan Lot 390 9.3
5.7
104.8
94,
111.0
1730
04/17/01 Per Plan Lot 391 10.0
5.5
100.9
91
1731
04/17/01 Per Plan Lot 392 10.6
'6.1
103.3
94
111.0
1732
04/17/01 Per Plan Lot 110, 11.5
10.5
97.2
92
105.5
1733
04/17/01 Per Plan Lot 110 11.5
10.8
05.2
90
105.5 .
1734
04/18/01 Per ]:']an Lot 1.10 13.0
14.1
100.5
95
105.5
1735
04/18/01 Per Plan Lot 110 .14.0
12.4
99.0
94
105.5
1736
04/18/01 Per Plan Berm 54th 10.0
18.7
I01.2
94
108.0
1737
04/18/01 Per Plan Berm 54`h -8.0
13.8
98.1
91
108.0
August 28, 2002
EARTH SYSTEMS SOUTHWEST
RI -PORT OF RELATIVIs CONIPACTIONS
.JOB NAME: Country Club of the Desert
LOCATION: La Quinta, California
JOB NO: 07117-11
REPORT NO: 01-07-718
PaoP 47 tf' 60
.Test No
'Date Tested
Description Elevation (feet)
%Moister-
Dry Densit}
Relative
Maxrrnum
In Place
In Place
Compaction
Density
1738
04/)S/01
Per Plan Berm 54"' 10.0
17.3
100.7
93
108.0
1739
04/18/01
Per Plan Berm 54"' 8.0
15.6
973
90
108.0
1740
04/18/01
Per Pian Berth 54°i 10.0
16.1
101.3
94
10S.0
1741
04/18/01
Per Plan Berm 54'h 8.0
14.3
99.2
92
l OS.O
1742.
04/18/01
Per Plan Berm 50' 6.0
12.7
99.9
93
108.0
1743
04/18/01
Per Plan Berm 54"' 4.0
15.1
96.8
90
108.0
1744
04/18/01
Per Plan Berm 54°i 6.0
13.8
100.2
93
108.0
1745
04/18/01
Per Plan Benn 54°' 4.0
12.7
100.1
93
1 OS.O
1746
04/18/01
Per Plan Berm 54`' 6.0
14.8
1009
93
105.0
1747
04/18/01
Per Plan Bernr 54"' 4.0
15.1.
98.7
91
108.0
1748
04/18/01
Per Plan Bcnn 54"' 8.0
14.1
101.3
94
108.0
1749
04/1 SIO I'
Per Plan Berm 54"' 6.0
11.7
100.0
93
108.0
1750
04/IS/01
Per Plan Bene 54"' 12.0
10.8
101.0
94
103.0
1751
04/1.8/01
Per Plan Berm 54'x' 10.0
.13.9
99.1
92
108.0
175?
04/18/01
Per Plan Bern 54`' 11.0
10.9
103.3
96
10S.0
1753
04/18/01
Per Plan Berm 5411' 9.0
14.1
98.7
91
108.0
1754
04/18/01
Per Plan Bern 54'h 12.0
11.7
103.1
95
108.0
1755
04/18/01
Per Plan Berm 54"' 10.0
13.1.
100.1
93
10S.0
1756
04/19/01
Per Plan . Lot 110 12.0
10.6
99.9
95
105.5
1757
04/19/01
Per Plan Lot 110 13.0
10.3
100.4
95
105.5 ;
1758
04/19/01
Per Plan Lot IH 11.5
12.2
100.1
95
105:5
1759
04/19/01
Per Plan Lot 111 12.5
10.8
97.3
92
105.5
1760
04/19/01
Per Plan Lot 1 I l 13.5
11.3
98.1
93
105.5
1761.
04/20/01
Per Plan Lot 204 11.0.
10.5.
1.00.9
96
105.5
1762
04/20/01
Per Plan Lot 204 12.5
11.3
99.8
95
105.5
1763
04/20/01
Per Plan Lot 204 14.0
11.9
97.6
93
105.5
1764
04/20/01
Per Plan Lot 187 9.5
11.8
101.3
96
105.5
1765
04/20/01
Per Plan Lot 187 11.5 :'.
10.1
97.6
93
105.5
1766
04/20/01
Per Plan Lot 187 13.5
11.3
97.1
92
105.5
1767
04/23/01
Per Plan Lot 109 14.8
7.3
100.1
95
105.5
1768
04/23/01
Per Plan Lot .1 l 0 14.5
6.1
97.1
92
105.5
1769
04/23/01
Per Plan Lot'] 11 . . 14.2
6.7
98.4
93
105.5
1770
04/23/01
Per Plan Lot 204 15.3.
7.4
98.1
93
105.5
1771
04/23/01
Per Plan Lot 187 15.3
5.3
99..2
94
105.5
1772 1
04/23/01
Per Plan Lot 393 11.3
5.1
102.3
92
1 1 l .0
August 28, 2002 EARTH SYSTEMS SOUTI NVEST
0
REPORTOF RELATIVE CUMPACTIONS
JOB N:kiME: Country Club of the Desert
LOCATION: La Quinta, California
.1013 NO: 07117-11
REPORT NO: 0 1 -07-71 S
PaQl. 44 of 60
Test No
Date Tested
Description Elevation (feet)
%M.oistur-
Dry Density
Relative
Ma\imUnl
In Place
In Place
Compaction
Density
1773
04/23/01
Per Plan Lot 394 12.0
4.5
100.9
91
111.0
1774
04/23/01
Per Plan Lot 395 12.7
5.6
102.7
93
11 1.0
1775
04/23/01
Per Plan Lot 396 13.4
4.8
101.4
91
111.0
1776
04/23/01
Per Plan Lot 39 % 14.1
5.7
99.7
92
108.0
1777
04/23/01
Per Plan Lot 39S 15.2
5.7
100.2
93
108.0
177S
04/23/01
Per Plan Lot 399 15.7
5.3
99.1
92
108.0
1779
04/23/01
Per Plan Lot 400 16.2
4.6
99.6
92
108.0
17SO
04/23/01
Per Plan Lot 411 16.2
5.2
100.3
93
108.0
1781
04/23/01
Per Plan --Bern 54'x' 3.0 BG
9.9
100.9
93
108.0
1782
04/23/01
Per Plan Berm 54`x' 1.5 BG .
10.2
98.3
91
108.0
1783
04/23/01
Per -Plan Berm 54`}' 3.0 BG
10.8
102.3
95
108.0
1784
04/23/01
Per Plan _ Berm 54°i 1.5 BG
12.7
100.1
93
10S.0
1785.
04/23/01
Per Plan Berm 54'h 3.0 BG
12.6
102.1
95
105.0
17S6
04/23/01
Per Plan Berm 54'x' 1.5 BG
10.5
101.9
94
I OS.O
1757
04/23/01
Per Plan Berm 54'x' 3.0 BG
9.6
100.8
93
108.0
17SS
04/23/01
Per Plan Berm 54`x' 1.5 BG
10.1
99.5
92
108.0
1759 .
04/23/01
Per Plan Lot 420 0.0
12.7
104.4
94
111.0
1790
04/23/01
Per Plan Lot 420 1.0
13.1
.101.1
91
111.0
1791
04/23/01
Per Plan Lot 41 S 999.5
13.3
102.7
93
111.0
1792-
04/23/01
Per Plan Lot 418 0.5
11.6
100.5.
91
111.0
179")
04/23/01
Per Plan Lot 416 909.0
12.5
104.1
94
111.0
1794
04/23/01
Per Plan Lot 416 0.5
11.1
103.7
93
111.0
1795
04/23/01
Per Plan Lot 419 999.5
14.2
104.5
94
1 l 1.0
1796
04/23/01
Per Plan Lot 419 0.5
10.S
101.9
92
111.0
1797
04/23/01
Per Plan Lot 417 999.5
12.6
103.5
93
111.0 .
1798
04/23/01
Per Plan Lot 417 0.5
11.2
100.9
91
111.0
1799
04/23/01
Per Plan Lot 420 2.0
14.7
100.9
93
108.0
1800
04/23/01
Per Plan Lot 420 3.0
15.6
98.7
91
108.0
ISO]
04/23/01
Per Plan Lot 418 1.5
16.4
103.3
96
108.0
1.802
04/23/01
Per Plan Lot 418 3..0
13.7
100.1
93
108.0
1803
04/23/01
Per Plan Lot 417 1.5
14.3
104.1
9.6
108.0
1 SO4
04/23/01
Per Plan Lot 417 3.0
12.6
102.1
95
108.0
1805
04/23/01 .
.Per Plan Lot 19 1.5
15.8
103.7
96
108.0
1806
04/23/01
Per .Plan Lot 419 3.0
11.7
99.2
92
108.0
1807
04/23/01
Per Plan Lot 415 999.5
12.6
105.7
95
111.0
1808
04/23/01
Per .Plan Lot 415 1.0
10.9
101.3
91
111.0
1 S09
-04/23/01
Per Plan Lot 413 0.5
11.4
104.2
94
111.0
1810
04/23/01
Per Plan Lot 413 .2.0
10.0
100.7 1
91
111.0
Au�.;ust 28, 2002 EARTH SYSTEMS SOUTHWEST
REPORT OF RELA`d'IVE COMPACTIONS
JOB NAME: Country Club of the Desert :)018 NO: 07117-11
LOCATION: La nuinta, California REPORT NO: 01-07-718
Pa e 49 of 60
Test No
:Date Tested Description Elevation (feet)
'yomoisture
Dry Densil
Relative
Maximum
1:11 Place
In Place
Compaction
Density
1811
04/24/01 Per Plan Lot 421 0.0
11.1
102.3
97
106.0
1 S 12
04/24/01 Per Plan Lot 421 1.0
10.9
104.8
9S
106.0
1813
04/24/01 Per Plan Lot 421 2.5
10.4
101.8
94
108.0
1 S 14i
04/24/01 Per Plan Lot 423 999.0
11.3
100.2
95
106.0
I S 15
04/24/01 Per Plan Lot 423 0.5,
14.0
99.7
94
106.0
1816
04/24/01 Per Plan Lot 423 2.0
10.8
102.9
95
108.0
1817
04/24/01 Per Plan Lot 425 0.0
13.7
100.9
95
106.0
ISIS
04/24/01 Per Plan Lot 425 1.5
15.2
9S.3
91
108.0
1819
04/24/01 Per Plan Lot 425 3.0
12.0
101.4
94
108.0
1820
04/24/01 Per Plan Lot 427 999.5
10.8
101.8
94
108.0
1 821
04/24/01 Per Plan Lot 427 1.0
13.7
100.3
93
108.0
1 S22
04/24/01 Per Plan Lot 427 2.5
11.7
98.7
91.
108.0
1823
04/24/01.. Per Plan Lot 422 1.0
14.3
101.3
94
108.0
1824
04/24/01 Per Plan Lot 422 2.5
13.9
100.1
93
108.0
1 S25
04/24/01 Per Plan Lot 424 0.5
14.9
102.3
95
108.0
1 S26
04/24/01 Per Plan Lot 424 r 2.0
16.7
101.7
94
108.0
1827
04/24/01 Per Plan Lot 426 1.0
15.3
100.9
93
108.0
1828
04/24/01 .Per Plan Lot 426 2.5
16.1
98.2
91
108.0
1829
04/24/01 Per Plan Lot 429 0.5
12.7
99.7
94
106.0
1 S30
04/24/01 Per PIan Lot 429 2.0
13.2
102.7
97
106.0
183 1
04/24/01 Pcr Plan Lot 414 0.0
13.7
992
94
106.0
1832
04/24/01 Per Plan Lot 414 1.5
10.4
98.0
92
106.0
1833
04/24/01 .Per Plan Lot 416 2.0
10.9
101.6
96
106.0
1 S34
04/24/01 Per Plan Lot 416 3.5
13.5
102.3
92
111.0
1835
04/24/01 Per Plan Lot 422 1.0
12.7
103.7
93
111.0
1836
04/24/01 Per Plan Lot 422 2.5
10.9
100
92
111.0
1837
04/24/01 Per Plan Lot 424 1.5
13.7
100.1
93
108.0
183S
04/24/01 Per Plan Lot 424 3.01
14.2
99.0
92
108.0
1839
04/24/01 Per Plan Lot 426 2.0
14.9
101.3
94
108.0
1840
04/24/01 Per .Plan Lot 426 3.5
12.7
98.2
91
108.0
1841
04/24/01 Per Plan Lot 428 1.0
14.8
100.9
93
108.0
1842
04/24/01 Per Plan Lot 428 2.0
15.6
99.7
92
108.0
1843
04/24/01 Per Plan Lot 415 2.5
10.7
103.8
94
111.0
1844
04/24/01 Per Plan Lot 415. 4.0
14.8
101.3:
91
1 1 1.0
1845
04/25/01 Per Plan Lot 42S 2.0
14.6
103.9
93
112.0
1846
04/25/01 Per Plan Lot 428 3.1)
11.5
102.7
92
112.0
1847
04/25/01 Per Plan Lot 430 0.0
.13.1
96.7
91
106.0
August 28, 2002 EARTH SYSTEMS SOUTHWEST
REP0.111' Oh RI+.LATIVE CONI ACTIONS
.1013 NAME: Country Club of the Desert
LOC:A'I'ION: La Quinta, California.
JO.13 NO: 07117-11
REPORT NO: 01-07-71 S
Denn Gn „r,<n
Test No
Date Tested
Description Elevation (feet)
'.'•-b1\••IoisturcDry
Densil
Relative
Maximum
(n Place
In Place
Compaction
Density
1848
04/25/01
Per Plan Lot 430 1.5
15.2
97.1
92
106.0
1849
04%25/01
Per Plan Lot 432 0.5
12.8
100.1
94
106.0
1850
04/25/01
Per Plan Lot 432 2.0'
14.2
96.1
91
106.0
1851
04/25/01
Per Plan Lot 429 1.5
15.3
102.6
92
112.0
1852
04/25/01
Per Plan Lot 429 3.0
12.7
101.9
91
112.0
1853
04/25/01
Per Plan Lot 431 0.5'
12.1"
104.2
93
112.0
1854
04/25/01
Per Plan Lot 43.1 2.0.
13.3
102.5
92
112.0
1855
04/25/01
Per Plan, Lot 433 1.5 ,
15.1
103.6
93
112.0
1 S56 ,
04/25/01
Per Plan Lot 433 3.0
12.7
101.7
91
1.12.0
1857
04/25/01
Per Plan Lot 428 5.0
14.5
105.6
94
112.0
1858
04/25/01
Per Plan Lot 429 5.0
13.3
104.1
93
112.0
I S59
04/25/01 "
Per Plan Lot 427 4.5
12.5
103.2
92
112.0
1860
04/25/01
Per Plan Lot 426 4.0
14.3
101.1
94
1.08.0
1861
04/25/01
Per Plait Lot 425. 3.5
15.2
104.5
97 ..
10S.0
1862
04/25/01
Per Plan Lot 421 3.0
12.7
102.8
95
105.0
1863
04/26/01
Per Plan Lot 412 999.5
14.3
99.8
94
106.0
1864
04/26/01
Per Plan Lot 412 1.0
12.7
103.1
92
112.0
1865
04/26/01
Per Plan Lot 4.10 999.5
12.8
100.1
94
106.0
1866
04/26/01
Per Plan Lot 410 l .Q
13.1
102.7
92
112.0
1867
04/26/01
Per Playa Lot 40S- 999.5
12.9
9S.3
93
106.0
1 868
04/26/01
Per Plan Lot 40S 1.0 .
12.5
101.1
90,
112.0
1869
04/26/01
Per Plan Lot 414 2.5-
14.2
105.1
94
112.0
1870
04/26/01
Per Plan .Lot 414 4.0
11.7 :.
102.3
91
112.0
l S71
04/26/01
Per Plan Lot 413 2.0
12.8
103.7
93
112.0
1872
04/26/01
Per Plan Lot 413 3.5
11.5
101 .7'
91
112.0
1873
04/26/01
Per Plan Lot 411 999.5
13.9
98.8
93
106.0
1874
04/26/01
Per Plan Lot 411 0.5
10.6
1.03.2
92
112.0
1875
04/26/01
Per Plan Lot 409 999.5
12.9
99.5
94
106.0
1876
04/26/01
Per Plan Lot 409 0.5
11.5
1'04.7
93
112.0
1877
04/26/01
Per Plan Lot 430 -2.5
14.2
101.3
94
108.0
1875
04/26/01
Per Plan Lot 430 4.0
15.6
100.1
93
108.0
1879
04/26/01
Per Plan Lot 432 2.5
12.3
103.1
95
108.0
1880
04/26/01
Per Plan Lot 432 4.0
14.4
100.9
93
108.0
1881
04/26/01
Per Plan Lot 431 2.5 .
12.1
101.3
94 "
108.0
1 SS2
04/26/01
Per Plan Lot 431 4.0 .
11.9
98.7
91
108.0
1883.
0=4/26/01
Per Plan Lot 412 2.0
13.1
99:S
92
108.0
1 SS4
04/26/01
Per Plan Lot 412 3.5
12.7
9S.1
91
108.0
August 28', 2002
EARTH SYSTEMS SOUTIWES'T
12EPORT OI+ RELATIVE CO�IIPACTIONS
.1013 NAME: Country Club of the Desert JOI3 NO: 071 '17-1 }
LOCATION: La Quinti. California REPORT NO: U1 -U7 -71S
Vn- ci A 411
Test No
Date Tested
Description Elevation (feet)
%Moisture
Dry Densit)
Relative
IVlaziinum
In .Place
hi Place
Compaction
Density
1 SSS
04/26/01
Per Plan Lot 413 5.5
14.2
101.3
94
108.0
1 SS6
04/26/01
Per Plan Lot 414 - 5.0
13.6
99.2
92
108.0
1 SS7
0=1/26/01
Per Plan Lot 411 2.0
11.9
103.2
93
111.0
1 SSS
04/26/01
Per Plan Lot 411 3.5
13.1
101.6
92
111.0
1 889
04/30/01
Per Plan Lot 402 13.0
9.4
102.9
90
114.5
1890
04/30/01
Per Plan Lot 402 .14.0
14.5
106.6
94
114.5
1 S91
04/30/01
Per Plan Lot 404 10.0
11.4
97.8
92 .
106.0
1892
04/30/01
Per Plan Lot 404 9.0
7.0
99.5
94
106.0
1893
04/30/01
Per .Plan Lot 406 8.0
11.9
103.1
.92
109.0
1 S94
04/30/01
Per Plan Lot 406 9.5
10.5
99.7
91
109.0
1895
04/30/01
Per Plan Lot 40S 6.5
9.0
102.1
94
109.0
1896
04/30/01
Per Plan Lot 408 5.5
7.1
104.6
96
109.0
1897
05/01/01
Per Plan Lot 438 999.0
12.6
102.9
97
106.0
1 S98
05/01/01
Per Plan Lot 438 1.0
13.2
99.7
94
106.0
1899
05/01/01
Per Plan 'Lot 436 0.0
12.5
103.7
98 .
106.0
1900
05/01/01
Per Plan Lot 436 2.0
13.5
98.3
93
106.0
1901
05/01/01
Per Plan Lot 434 3.5
13.8
105.4.
98
108.0
1902
05/01/01
Per Plan Lot 434 5.5
14.2
102.1
95
10S.0
1.903
05101 /01
Per Plan Lot 439 998.5
13.3
101.9
96
106.0
1904
05/01/01
Per Plan Lot.439 0.5
10.8
100.1
94
106.0
1905
05/01/01
Per Plan Lot 437 0.5
12.6
99.7
94
106.0
1906
0510I101
Per Plan Lot 437 2.5
1 3.2
96.5
91
106.0
1907
05101101
Per Plan Lot 435 1.5
12.1
101.3
96
106.0
1905
05/01/01
Per Plan Lot 435 3.5
11.7
97.6
92
106.0
1909
05/01/01
Per Plan Lot 433 5.0
14.2
101.3
94
108.0
1910
05/01/01
'Per Plan Lot 433 6.5
12.4
99.1
92
108.0
1911
05/01/01
Per Plan Lot 250 0.0
14.3
101.9
96
106.0
1912
05/01/01
Per Plan Lot 250 1.5
12.7
96.8.
91
106.0
1913
05/01/01.
Per Plan Lot 252 999.0
13.S
103.1
97
106.0
1914
05/01/01
Per .Plan Lot 252 0.5
10.2
97.2
92
106.0
1915
05/01/01
Per Plan Lot 281 0.0
15.?
103.1
97
106.0
1916
05/01/01
Per Plan Lot 281 1.5
11.799.2
94
106.0
1917
05/01/01
Per Plan Lot 254 1.0
13?
100.5
95
106.0
1918
05101101
Per Plan Lot 254 2.5
10.5
96.3
91
106.0
1919
.05/01/01
Per Plan Lot 256 3.5
14.7
101.7
96
1.06.0
1920
05/01/01
Per Plan Lot 256 4.5
12.6
96.1
91
106.0
August 28, 2002 EARTH SYSTLivIS SOUTHWEST
REPORTOF R.11"LATIVE C 0,NIP.1-kCTIONS
JOB NAME: COLIJI(I-NI Club of the Desert JOB NO: 07117-11
LOCATION: La Quinta, California REPORT NO: 01-07-715
Pape 52 of 60
Test No
Date Tested
Description Elevation (.feet)
"XoMoisturdDry
Densit),
Relative
MaxiiiiiIIII
In Place
In Place
Compaction
Density
1921
05/01/01,
Per Plan Lot 258 3.5
13.1
1013
96
106,0
1922
05101101
Per Plan Lot 258 5.0
10.5
98.8
93
106.0
1'923
05101101
Per Plan Lot 260 2.0
14.2
103.4
98
106.0
1924
05/01/01,
Per Plan Lot 260 3.5
I1.6
97.5
92
106.0
1925
05101101
Per Plan Lot 249 1.0
12.8
102.6
97
106.0
1926
05101101
Per Plan Lot 251 0.0
11.1
100.4
95
106.0
1927
05/01/01
Per Plan Lot 253 1.5
13.2
101.1
95
106.0
1928
05101101
Per Plan Lot 255 3.0
10.4
103.2
97
.106.0
1929
05/01/01
Per Plan Lot257 2.5
14.3
100.9
95
106.0
1930
05/01/01.
Per Plan Lot 259 1.5
12.6
102.5
97
106.0
1'931
05/02/01
Per Plan Lot 403 9.5
13.2
99.1
93
106.0
102
05/02/01
Per Plan Lot, 403 11.0
10.9
96.8
91
106.0
1933
05/02/01
Per Plan Lot 405 6.0
13.9
100.4
95
106.0
1934
05/02/01
Per Plan Lot 405 7.5
12.6
99.5
94
106.0
1935
05/02/01
Per Plan Lot 407 6.0
121
100.1
94
106.0
1936
05/02/01
Per Plan Lot 407 7.5
10.4
97.6
92
106.0
1937
05/02/01.
Per Plan Lot 409 4.5
14.2
99.9
94
106.0
1938
05/02/01
Per Plan -Lot 409 6.0
12.1
98.1
93
106.0
1939
05/02/01
Per Plan Lot 402 12.0
13.3
101.3
96
106.0
1940
05/02/01
Per Plan Lot 404 9.0
11.7
1,00.9
95
106.0
1941
05/02/01
Per Plan Lot 406 7.0
12.6
100-5
95
106.0
1942
05/02/01
Per Plan Lot 408 6.5
13.1
101.1
95
106.0
1943
05/02/01
Per Plan Lot 435, 5.0
11.6
103.1-
93
106.0
1944
05/02/01
Per Plan Lot435 6.0
12.7
100.1
90
111.0
1945
05/02/01
Per Plan Lot 437 4.0
13.5
.100.2
95
111.0
1946
05/02/01
Per Plan Lot 437 5.5
10.9-
95.9
90
106.0
1947
05/02/01
Per Plan Lot 439 2.5
12.1
99.7
94
106.0
1948
05/02/01
Per Plan Loi 439 4.0
11.1
97.4
02
106.0
1949
05/02/01
Per Plan Lot 438 3.5
13.2
102.6
92
111.0
1950
05/02/01
Per 'Plan Lot 436 5.5
10.9
103.4
93
111.0
1951.
05/02/01
Per Plan Lot 434 5.5 -
13.8
99.7
94
106.0
1952
05/02/01
Per Plan Lot 402 12.5
12.0
100.3
95
106.0
1953
05/02/01
Per Plan Lot 402 14.0
10.9
98.2
93
'106.0
1954
05/02/01
Per Plan Lot 404 -9.0
'14.2
101.3
96
106.0
1955
05/02/01
Per Plan Lot,404 10.5
12.6
97.2
92
106.0
1956
05/02/01
Per Plan Lot 406 9.0
13.9
99.7
94
106.0
1957
05/02/01
Per Plan Lot 405 9.0
10.8
100.9
95
106.0
August 2S, 2002 EARTH SYSTEMS SOUTHWEST
REPORT OF R1�,LATIVE. COM]"AC:TIONS
3013 NAi1IE: Country Club of theDesert
LOCATION: La Quinta, California
30B NO: 07117-11
REMIT NO: 01-07-715
pncu- 1;1 nr rn
Test leo
.Date Tested
. Description Elevation (feet)
%Moistur-
Dry Density
Relative
Maximum
In Place
In :Place
Compaction
Density
195S
05/02/01
Per Plan Lot 403 12.5
12.6
99-3-
94
106.0
1959
05/02/01
Per Plan Lot 433 5.0
13.1.
103.2
93
111.0
1960
05/02/01
Per Plan Lot 433 6.5
11.8
101.9
92
111.0
1961
05/02/01
Per Plan Lot 259. 5.0
14.3
105.6
95
1111.0
1962
05/02/01
Per Plan Lot 259 6.5
11.7
101.7
92
111.0
1963
05/02/01
Per Plan Lot 257 4:0
12.6
102.9
93
111.0
1964
05/02/01
Per Plan- Lot 257 5.5
10.9
100.8
91
111.0
1965
05/02/01
Per Plan Lot 255 3.5.
13.8
103.1
93
111.0
1966
05/02/01
Per Plein Lot 255 5.0
12.6
101.7'
92
111.0
1967
05/02/01
Per Plan Lot 253 3.0
11.7
103.9
94
111.0
1965
05/02/01
Per. Plan Lot 253 4.5
12.1
102.4
92
111.0
1969
05/04/01
Per Plan Lot 409 7.9
4.2
100 9
93
109.0
1970
05/04/01
Per Plan Lot 410 7.5
5.6
102.3
94
.109.0
1971
05/04/01
Per Plan Lot 411 7.1
3.S
100.7
92
109.0
1972.
05/04/01
Per Plan Lot 412 6.7
4.7
101.6
93
109.0
1973
05/04/01
Per Plan Lot 413 6.3
4.9
99.9
92
109.0
1974
05/04/01
Per Plan Lot 414 5.9
4.1
101.1
93
109.0
1975
05/04/01
Per Plan Lot 415 5.5
5.2
103.6
95
109.0
1976
05/04/01
Per Plan Lot 416. 5.1
5.7
l 01.8
93
109.0
1977
05/04/01
Per Plan Lot 417 4.7
3.6
105.7
95
111.0.
1.978
05/04/01
Per Plan Lot 418 4.3
3.8
1'03.9
94
111.0
1979
05/04/01
Per Plan Lot 419 4.0
3.9
106.5
96
111.0
1980
05/04/01
Per Plan Lot 420 A.0
4.4
102.7
93
111.0
1951
05/04/01
Per Plan Lot 421 4.0
5.8
103.1.
93
111.0
1982
05/04/01
Per Plan Lot 422 4.0
4.2
104.8
94
111.0
1983
05/04/01
Per Plan Lot 423 4.0
4.4
99.3
94
106.0
1984
05/04/01
Per Plan Lot 4244.4
4.7
9$. l
93
106.0
1985
05/04/01
Per Plan Lot 425 4.8
59
100.1
94
106.0
1986
05/04/01
Per Plan Lot 426 5.2
4.1
99.7
94
106.0
1987
05/04/01
:Per Plan Lot 427 5.6
4.5
100.7
95
106.0
19S8
05/04/01
Per Plan Lot 428 6.0
5.1
98.9
9 3
106.0
1959
05/04/01
Per Plan Lot 429 6.4
3.6
102.7
94
109.0
1990
05/04/01
Per Plan Lot 430 6.8
4.S
100.4
95
109.0
1991
05/04/01
Per Plan Lot 431 7.2
4.1
103.8
95
109.0
1992
05/04/01
Per Plan Lot 432 7.6
4.7
100.2
92.
109.0
1993
05/04/01
Per Plan .Lot 433 8.0
5.2
101.4
93
109.0
1994
05/04/01
Per Plan Street . 9.5
13.1
105.8
95
111.0
August 28, 2002 _ EARTH SYSTEI\IS SOUTHWEST
y 4
REPORT OF RELATIVE CONIPACTiONS
,IO NAIVIE: CuuntIy Club of the Desert ,JOB NO: 07117-11
LOCATION: La Qeinta, California
REPORT NO: 0 1 -07-718
n.irrn C1 of An
Test No
Date Tested
Description Elevation (feet)
%Moister-
Dry Density
.Relative -
Maxims rn
1n -Place
hi Place
Compaction
Density
1995
05/04/01
Per Plan Street 1.1.0
ILS
100.9
91
' 1.1 l .0
1996
05/04/01
Per Plan Street 9.0
10.6.
103.6
93
111.0
1997
05/04/01
Per Plan Street 11.0
12.3
101.4
91
111.0
1998
05/04/01
Per Plan Street 9.0
12.1
103.9
94
111.0
1999
05/04/01
Per Plan Street ' l 1.0
11.6
102.5
92
111.0
2000.
05/04/01
Per Plan Lot 249 2.5
13:6
.107.5
94
yI 14.5
2001
05/04/01
Per Plan Lot 249 , 3.5
10.9
105.2
92
114.5
2002
05/04/01
Per Plan Lot 251 1.5
12.5
105.9
92
114.5
2003
05/04/01
Per Plan Lot 251 3.0
13. 2
104.1
91
114.5
2004
05/04/01
Per Plan Lot 250 2.5
14.1
106.8
93
114.5
2005
05/04/01
Per Plan Lot 252 2.5
12.7
104:0
91
114.5
2006
05/04/01
Per Plan Lot 2S 1 3.0
15.2
108.9
95
114.5
2007
05/04/01
Per Plan Lot 281 4.5.
13-1 -
_
105.3
92
9
114.5
2008
05/07/01
Per Plan Lot 25S 5.0
16.9
107.8
94
114.5
2009
05/07/01
Per Plan Lot 258 6.5
18.9
104.3
91
114.5
2010
05/07/01
Per Plan Lot 256 4.5
, 14.9
101..5
96
106.0
2011
05/07/01
Per Plan Lot 256 6.0
15.0
107.4-
94
114.5
2012
05/07/01
Per Plan Lot 254. 3.5
13.8
102.7
97
106.0
2013
05/07/01
Per Plan Lot 25.4 5.0
16.3
105.9
92
114.5
2014
05/07/01
Per Plan Lot 253 3.5
15.1
100.9
95
106.0
2015
05/07/01
Per Plan Lot -.253 "5.0
17.2
108.3
95
114.5
2016
05/07/01
Per Plan Lot 255 4.0
13.1
97.6
92
106.0
2017
05/07/01
Per Plan Lot 255 5.5
15.8
105.7
92 ,
114.5
2018
05/07/01
Per Plan Lot 257 4.5
16.3
107.9
94
114.5
2019
05/07/01
Per Plan Lot 257 6.0
17.2
105.5
92
11.4.5
2020
05/07/01
Per Plan Lot 260 4.5
13.9
102.1
96
106.0
2021
05/07/01
Per Plan Lot 260 6.0
14.5
99.6
94
106.0
2022
05/07/01
Per Plan Lot 262 5.0
11.8
100.5
95
106.0
2023
05/07/01
Per Plan Lot 262 6.5
13.7
98.3
93
106.0
2024
05/07/01
Retest #1475 _
13.10 h
100.1
94
106.0
'2025
05/07/01
Retest #1476
12.6#4
96.1
91
106.0
2026.
05/07/01
Retest #1477
14.711#
101.9
96
106.0
2027
05/07/01
Retest #1478
12.9## •
99.2
94
106.0
2028
05/07/01
Retest # 1455
1.4.0##t
103.9
9S
1.06.0
2029
05/07/01
Retest #1456 -
1.1.7#0
100.6
95
106:0
2030
05/07/01
Retest#1479
12.9###
101.2
95
106.0
2031
05/07/01
Retest #1480
14.2#
96.5
91 1
106.0
EARTH SYSTEMS SOUT.I-IWEST
REPORT Oh RELATIVE COMPACTIONS
.1013 NAME: Country Club of the Desert
LOCATION: La Qiiinta, Calil:ornia
JOB NO: 07117-11
REPORT NO: 0 1 -07-718
'Fest No
Date Tested
Description Elevation (feet)
%Moistur-
Dry Densit
Relative
Maximum
1» .Place
In Place
Compaction
Density
2032
05/07/01
Per Plan Lot 259 4.5
15.9
107.9
.94
114.5
2033.
05/07/01
Per Plan Lot 259 6.0
13.9
105.8
92
114.5
2034
05/07/01
Per Plan Lot 261 5.0
15.1
1079
94
1 14.5
2035
05/07/01
Per Plan Lot 261 6.5
14.7
105.1
92
114.5
2036
05/07/01
Per Plan Lot 263. 5.5
16.8
105.9
92
114.5
'M7
05/07/01
Per Plan Lot 263 7.0
13.9
104.1
91
114.5
2038
05/07/0.1
Per Plan Lot 265 7.0.
14.2
106.9
93
114.5
2039
05/07/01
Per Plan Lot265 8.5
11.9
1052
'92
114.5
2040
05/07/01
Per PIan Lot 267 7.5
15.3
108.3
95
1.14.5
2041
05/07/01
Per Plan Lot 267. 9.0
12.8
I04.0
91
114.5
2042
05/07/OI
Per Plan Lot 269 8.5
13.8
107.1
94
114.5
2043
.05/07/01
Per Plan Lot 269 10.0
12.1
103.5
91
114.5
2044
05/07/01-
Per -Plan Lot 270 11.0
14.7
107.9
94
114.5 .
2045
05/07/01
Per Plan Lot 268 9.5
1.6.9
108.7
95
114.5
2046
05/07/0I
Per Plan Lot 266 8.0
12.8
105.6
92
114.5
2047
05/07/01
Per Plan Lot 264 S.5
13.9
106.1
93
114.5
2048
05/07/01
Per Plan Lot 262 6.0
15.2
104.2
91
114.5
2049
05/07/01
Per Plan Lot 260 6.0
13.1
107.7
94
114.5
2050
05/08/01
Per Plan Lot 23I 11.'5
8.9
100.2
95
106.0
2051
05/08/01
Per Plan Lot 231 13.0
9.3
98..2
93
106.0
2052
05/08/01
Per Plan Lot 231 14.5.
9.9
105.6
92
114.5
2053
05/08/01
Per Plan Lot 233 10.0.
10.3
102.1
96
106.0
2054
05/08/01
Per.Plan Lot 233 11.5
9.7
99.4
94
106.0
2055
05/08/01
Per Plan Lot 233 13.0
11.3
104.5
91
114.5
2056
05/08/01
Per Plan Lot 235 9.0
8.3
101.7
96
106.0
2057
05/08/01
Per Plan . Lot.235 10.5
10.4
99.1
93
106.0
205S
05/08/01
Per Plan Lot 235 11.5
11.1
106.8 -
93
114.5
2059
05/08/01
Per Plan Lot 236 8.5
8.2
100.9
95
106.0
2060
05/08/01
Per Plan Lot 236 10.5
10.7.
105.3
92
114.5
2061
05/08/01
Per Plan Lot 234 1.0.0
9.6
99.7
94
106.0
2062
05/08/01
Per Plan Lot 234 l 2.0 '
12:2
107.4
94
114.5
2063
05/08/01
Per Plan Lot 232 11.0
10.6
.96.1
91
106.0
2064
05/08/01
Per Plan Lot 232 13.0
13.2
106.5*
93
114.5
2065
05/OS/01
Per Plan Lot 230 12.0
8.2
100.6
95
106.0
2066
05/08/01
Per Plan Lot 230 l 4.0,
12.4
104.5
91'
114.5
2067
05/08/01 -
Per Plan Lot 438 6.5
11.3
100.2-
93
108.0
2068,
05/08/01
Per Plan Lot 436 7.5
13.8
103.1.
95
108.0
August 28; 2002 EARTH SYSTEMS SOUTHWEST
12EI'OQZT C.)1' RFLP\"['IVI_; COMPACTIONS
JOB NAME: Country Club of the Dcscrt
LOCATION: La QuInta, California
JOB NO: 071,17-11
REPORT NO: 01-07-718
pnoP G(. of (.fl
Test No
Date Tested
Description Elevation (feet)
%Moisture
Dry De.ns.it
Relative
Maximum
In Place
In Place
Compaction
Density
2069
05/08/01
Per Plan Lot 261 6.0
12.6
107.9
94
114.5
2070
05/08/01
Per Plan Lot 261" 7.5
10.5
104.2
91
114.5
2071
05/OS/01
Per Plan Lot 263 6.5
14.S
108.9
95
114.5
2072
05/OS/01
Per Plan Lot 263 8.0
13.1
104.9
92
114.5
2073
05/08/01
Per Plan Lot 265 S.0
14.1
105.6
92
114.5
='074
05/08/01
Per Plan Lot 265 9.5
12.5
103.7
91
114.5
2075
05/08/01
Per Plan Lot 267 10.0
15.2
106.2
93
114.5
2076
05/08/01
Per Plan Lot 267 11.5
12.9
105.7
92
114.5
2077
05/08/01
Per Plan Lot 269 11.5
13.6
108.9
95
114.5
2078
05/08/01
Per Plan Lot 269 13.0
12.4
105.1
92
114.5
2079
05/08/01
Per Pian Lot -270 14.5
14.2
106.2
93
114.5
2U80
05/08/01
Per Plan Lot 26S 12.5
12.7
104.9
92
114.5
2081
05/08/01
Per Plan Lot 266 11.0
13.1
105.1
92
114.5
20S2
05/08/01
Per Plan l=ot 264 10.5
I L5
104.2
91
114.5
2083
05/08/01
Per Plan Lot 262 S.0
13.3
106.8
93
114.5
20S4
05/03/01
Per Plan Lot 260 8.0
12.7
106.1
93
114.5
2085
05/09/01
Per Plan Lot 233 14.0
10.9
107.2
94
114.5
2086
05/09/01
Per :Plan Lot 233 16.0.
11.3
105.9
92
114.5
2057
05/09/01 -
Per Pian' Lot 231 13.0
11.7
106.2
93
114.5
2088
05/09/01
Per Plan Lot 231 15.0
11.1
105.3
92
114.5
2089
05/09/01
Per Plan Lot 230 17.5
13.2
103.9
93
112'.0
2090
05/09/01
Per Plain Lot 230 19.5.
14.2
101.9
91
112.0
2091
05/09/01
Per Plan Lot 232 16.0
12.5
105.7
94
112.0
2092
05/09/01
Per Plan Lot 232 18.0
13.2
103.0
92
112.0
2093
05/09/01
Per'Plan ` Lot 233 19.5
10.7
.104.6
93
112.0
2094
05/09/01
Per Plan Lot 233 20.5
12.9
102.7
92
112.0
2095
05/09/01
.Per Plan Lot 230 20.5
11.6
106.9
95
112.0
2096
05/09/01
Per Plan Lot 230 22.5
12.4
101.3
90
112.0
2097
05/17/01
Per Plan Lot 72 14.5
12.4.
107.7
94
114.5
2098
05/17/01
Per Plan Lot 72 16.0
12.2
1062
93
114.5
2099
05/17/01
Per Plan Lot 70 15.0
13.1
108.2
94
114.5
2100
05/17/01
Per Plan Lot 70 16.5
11.9
105.4
92
114.5
2101
05/17/01
Per Plan Lot 71 15.0
"12.6
107.1
94
114.5
2102
0.5/17/01
Per Plan Lot 71 16.5.
109
105.7
92
114.5
2103
05/17/01
Per Plan Lot 403 13.9
3.9-
102.1
92
111.0
2104
05/17/01 1
Per Plan Lot 404 I2.2
4.2
101.7
92
111.0
August 28, 2002
EARTH SYSTEMS SOUTHWEST
1
REPORT OIRLL:AMVE COMPACTIONS
JOB N:A11IE: Country Club.of the Desert
JOB NO: 071 17-11
LOCATION: La Quinta, California REPORT NO: 0 1 -07-718
Pape 57 of 60
Test No
Date Tested
Description Elevation (feet)
%.Moistur
ry Densit}
Relative
Maxi]IILIm
I.n Place
In Place
Compaction
Density
2105
05/17/01
Per Plan Lot 40 10.6
4.1
100.9
92
I 1 1.0
2106
05/17/01
Per Plan, Lot 406 I0.2
3.7.
101.6
91
111.0
2107
05/17/01
Per Plan Lot 407 9.8
4.2
103.7
93
1 11.0
2108
05/17/01
Per Plan Lot 408 .` 8.6"
3.9
100.6
91
'111.0
2109
05/17/01
Per.Plan Lot 434 8.7
4.7
95.7
93
106.0
2110
05/17/01
Per Plan Lot 435 9.5
5.6
100.1
94
106.0
21 11
.05/17/01
Per Plan Lot 436 S.6
3.7 -
99.6
94
106.0
2112
05/17/01
Per Plan Lot 437 8.1
4.2
97.3
92
106.0
2113
05/17/01
Per Plan Lot 438 7.6
3.1
102.4
92
111.0
2114
05/17/01
Per Plan Lot 439 6.3
4.5.
.100.9
91
111.0
2115
05/17/01
Per -Plan Lot 68 16.0
I _ 10.7
106.1
93
114.5
2116
05/17/01
Per Plan Lot 68 -17.5
12.9
I
104.0
91
114.5
2117.
05/17/01
:Per Plan Lot 66 16.5
13.']
107.9
94
114.5
2118
05/17/01
Per Plan Lot 66 18.0
i 1 l .2
104.1
91
114'.5
2119
.05/17/01
Per Plan Lot 64 16.E
11.7
106.3_
93
114.5
2120
05/17/01
Per Plan Lot 64 18.0
12.7
• 104.1
91
114.5
2121
05/17/01
Per Plan Lot 72 18.0
J 14.0
105.3
92
114.5
2122
05/17/01
Per Plan Lot 72 19.5
12.3
11"0.5
97
114.5
2123
05/17/01
Per Plan Lot 69 17.0
13.2
102.4
94
109.0
2124
05/17/01
Per Plan Lot 69 19.0
114.1
106.4
93
114.5
2125
05/17/01
Per Plan Lot 65' 18.5
13.9
103.1
90
109.0
2126
05/17/01
Per Plan Lot 65_ 19.5
12.2
101.1
93
109.0
2127
05/17/01
Per Plan Lot 73 ?0.0 (
15.2
101.2
93
109.0
2128
05/17/01
Per Plan Lot 73 22.0
16.3
99.7
91
109.0
2129
05/17/01
Per Plan Lot 71 19.5
14.7
104.6
96
109.0
2130
05/17/01
Per Plan Lot 71 2I.5
16.8
100.0
92
109.0
2131
05/17/01
Per Plan Lot 70 19.5
16.9
102.7
94
109.0
2132
05/17/01
Per Plan. Lot 70 21.5.
15.8.
95.9
91
109.0
2133
05/17/01
Per Plan Lot 68 1.S.5
14.2
103.4
95
109.0
2134
05/17/01
Per Plan Lot 68 20.5
15.5
100.2
92
109.0
21.35
05/17/01
Per Plan Lot 66 18.0
15.9
103.1
95.
109.0
2136
05/17/01
Per Plan Lot 66 20.0
13.1
101.7
93
109.0
2137
05/17/01
Per.Pian Lot 64 17.5
16.3
101.3
93
109.0
2138
05/17/01
Per Plan Lot 64, 19.0
14.6
99.2
91
109.0
2139
0_15/ 17 ' /01 'Per
Plan Lot 72 23.0
15.7
100.7
92
109.0
2140
05/1701
Per,Plan Lot 70 23.0
13.9
101.5
93'
109.0
2141
05/17/01
Per Plan Lot 68 22.0
15.1 -
100.6'
92
109.0
2142
05/17/01 1
Per Plan Lot 67 22.0
14.9
102.3
94
109.0
August 2S, 2002 EARTIJ SYSTEMS SOUTHWEST
v
REPORT OF RELATIVE COMPACTIONS
JOB NAME: Country Club of the Desert
LOCATION: 1_a Quinta, California.
JOB NO: 07117-11
REPORT NO: 01 -07-71 S
August 28, 2002 .
EARTH SYSTEMS SOUTHWEST
Pag,
58 of 60
Test No
Dale Tested
Description
Elevation (feet)
`%Moistur
Dry Densit
Relative
Maximum
In Place
In Place
Compaction
Density
2143
05/17/01
Per Plan
Lot 65
.9-1.0
13.2
101.8
93
109.0
2144
05/17/01
Per Pian
Lot 270.
15.7.
3.7
105.8
95
111.0
2145
05/17/01
Per Plan ."
Lot 269
14.7
4.1
103.1
93
1 1 1.0
2146
05/17/01
Per Plan
Lot 268
13.7
3.6
104.5
94
111.0
2147
05/17/01
Per Pian
Lot 267
12.8
4.2 .
97.2
92
106.0
2148
05/17/01
Per Plan
Lot'266
11.9
39
100.9
95
106.0
2149
05/17/01
Per Pian
Lot 265
12.1'
3.1
98.3
93
106.0
2150
05/17/01
Per Plan
Lot 264
11.1
3.7
97.1
92
106.0
2151
05/17/01
Per Plan
Lot 263
9.5
4.1
102.0
92
111.0
2152
05/17/01
Per Plan
Lot 262
9.2
3.9
101.3
91
111.0
2153
05/17/01
Per Plan
Lot 261
9.0
4.3
101.6
92
111.0
2154
05/17/01.
Per Plan
Loi 260
S.S
4. F
100.7
91
1 ] 1.0
2155
05/17/01
Per Plan
Lot 259
S.5
3.2
102.3
92
111.0
2156
05/17/01
Per Plan
Lot 258
$.1
57
101.8
92
111.0
2157
05/21/01 '
Per Plan
Carport
6.5 BG
12.7
103.7
93
1 1 1.0
2155.
05/21/01
Per Plan
Carport
5.013G
10.9
1.00.5.
91
111.0
2159
05/21/01
Per Plan
Carport
6.0 BG "
13.1
105.7"
95
111.0
2160
05/21/01
Per Plan
Carport
4.5 BG
12.2
101.1
91
1 11.0
2161
05/21%01
Per Plan
Carport
6.0,BG
12.5
104.7
94
111.0
2162
05/21/01
Per Plan
Carport
4.5 BG
13.2
103.1
93
111.0
2163
05/21/01
Per Plan
Carport
5.0 BG
12.6
106.2
96
111.0
2164
05/21/01
Per Plan
Carport
3.5 BG
11.4
. -102.9
93
1.1 1.0
2165
05/21/01
Per Plan
Carport
3.5 BG
142
102.3
94
109.0
2166
05/21/01
. Per Plan
Carport
2.0 BG
15.4
100.1
92
109.0
2167
05/21/01
Per Plan
Carport ,
3.0 BG
13.7
103.7
95
109.0
2168
05/21/01
Per Plan
Carport
1.5 BG
12.9
99.8
92
109.0
2169
05/21/01
Per Plan _
Carport,-
-3.0 BG
15.2
102.1
94
109.0
2170.
05/21/01
Per Plan
Carport
1.5 1313.
13.1
100.8
92
109.0
2171
05/21/01
Per Plan
Lot 257 "
7:7
3.1
97.6
92
106.0 .
2172
05/21/01
Per Plan
Lot 256
7.4
3.7
98.1
93
106.0
2173
05/21/01
Per Plan
Lot 255
6.9
2.9
96.1.
91
106.0
2174..
05/21/01
Per Plan
Lot 254
6.3
3.8
99.7
94
106.0
2175
05/21/01
Per Plan
Lot 253.
6.3
4.0
100.1
94
106.0
2176
05/21/01
Per Plan
Lot 28 1,
5.9
3.3
95.2
93
106.0
2177
05/21/01
Per Plan
Lot 252
4.1
4.2
97.3
92 :
106.0
2178
05/21/01
Per Plan
Lot 251 "
4.3
4.5
97.1
92
106.0
August 28, 2002 .
EARTH SYSTEMS SOUTHWEST
y REPORT OF RELA` IVE COM P,ACTIONS
JOB NANTE: Cotintry Club of the Desert
LOCATION:_ La Quinta, Califonua
JOB NO: 07117-11
.REPORT NO: 01-07-71.8
P;tvr 4;n of 6f)
Test No
.Date Tested
Description, Elevation (feet)
%,Moistu.rc
Dry Densit
'Relative
Maximum
III Place
In Place
Compaction
Density
2179
05/211/01
Per Plan Lot 250 4.5
3.9
96.7
90
106.0
21SO
05/21/01
Per Plan Lot 249 4.9
4.7
98.3
93
106.0
21 S 1
05/22/01
Per Plan Lot 11 5.5
11.4
102:7
93
111.0
2182
05/22/01
Per Plan' Lot 11 " 7:0
13-1
103.7
95
109.0
2183
05/22/01.
Per Plan Lot l 1 8.5
13.8
105;2
97
109.0
2.184
05/22/01
Per Plan Lot 12, 6.0
10.7
107.7
97
111.0
2185.
05/22/01
Per Plan Lot 12 8:0
1 T.8
l 02.1
98
109.0
2186
05/23/01
Per Plan Lot 12 9.5
10.1 ,
106.7
95
112.0
2187
05/23/01
Per Plan Lot 12 11.S
14.2'
100.7
90
112.0
2188
05/23/01
Per Plan Lot 11 1.0.0
17.0
108.1
97
112.0
2189
05/23/01
Per Plan Lot 11 11.0
11.1
105.0
94
112.0
2190
05/23/01
Per Plan Lot 12 _ 5.0
12.7
103.1
92
112.0
2191
05/23/01
Per Plan Lot 12 7.0
11.6
108.3
97
112.0
2192
.05/23/01
Per Plan Lot 12. 9:0
13.2
105.1
94
112.0
2193
05%23/01
Per ]),]ail Lot 12 11.0
12.3
106.S
.95
112.0
2194
05/23/01
Per Plan, Lot 17 /12. 13.5
.13.1
1.07.9
96
112.0
2195
05/23/01
Per Plan Lot 11/12 15.5
11.8
l 04.5 ,
"93
112.0
2196
05/23/01
Per Plan Lot 12 13.0
12.5
105.8
94
112.0
2197
05/23/01
Per. Plan Lot 12' 15.0
10.8
1.02.1
91
112.0
21.98
05/29/01
Per Plan Lot 12 FPG
6.9
103.9
93
112.0
2199
05/29/01
Per Plan Lot l l FPG
S.2
102.1
91
112.0
2200
05/29/01
Per Plan Lot 64 FPG
3.2
99.8
92
109.0
2201
05/29/01
Per Plan Lot 65 FPG
4.1
100.1
92
109.0
2202
05/29/01
Per Plan Lot 66. FPG
.3.6
100.7
92
109.0
2203
05/29/01
Per Plan Lot 67 FPG
3.9
100.3
92
109.0
2204
05/29/01
Per Plan Lot 68 FPG
4.3
101.8
93
109.0
2205
05/29/01
Per Plan Lot 69 FPG
3.1
99.1
91
109.0
2206
05/29/01
Per.Plan Lot 70 FPG
3.6
100.3
92 .
109.0
2207
05/29/01
Per Plan Lot 71, FPG
-.3.1
102.7.
94
109.0
2205
06/04/01
Per Plan 994.5
4.7
95.4
90
105.5
2209
06/04/01
Per Plan 996.0
9.7
100.7
92
109.0
2210
06/04/01
Per Plan 997.5
11 .1
99.8
92
109.0
2211
06/04/01
Per Plan 999.0
10.3
101.3
93
109.0
REPORT OF RELATIVE COMPACTIONS
J013 NAA -1E: Country Club of the Desert
.LOCATION: La Quinta, California
JOB NO: 07117-11
REPORT NO: 01-07-718
Test No
Date Tested
Descriptioii': -Elevation (feet}
: %ivloistUre
ry Densit
a-u�a.
-Relative
vV Vl VV
Maximum
Iii Place
.Ln Place
Compaction
Density
2212
06/07/01
Per Plan
993.5
8.3 .
102.8
1 '93
111.0
2213
06/07/01
Per Plan
994:5
12.7
105.9
95
111.0
2214. •
06/07/01
Per Plan
995.5
11.1
105.0
95
111.0
BPG , =
Below Pad Grade
FPG _:
Finish Pad Grade
BG' ._
Below Grade
MV ' =
Moisture Verification
# =
Failing Moisture Test
## =
Failing Moisture Retest
### =
Passing Moisture Retest
* _ .
Failing Test
_
Passing Retest
1 =
Missing test numbers were
reported on previous reports as `
referenced
August 28 2002
a l
L