9909-264 (SFD) (STRUCTURAL & TRUSS CALCS)r `
` �.rte _ ' �.. .._' i a. - • 1f -
"ROOF
~ (OR FLOOR) FRAMING EDGE NAIL PLYWOOD•
'
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TOP. CONNECTORS''TO
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SHEAR PLYWOOD FROM
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' To specify your title block on
Title:
Job #
these five lines, use the SETTINGS
Dsgnr:
Date: 5:07AM, 1 NOV 99
Description
selection on the main menu and
enter your title block information
Scope:
will be printed on each page.
c
Rev. Steel Column Base Plate
User: KW�0603671, Ver 5.1.3, 22•Jun•1999, Win32
KW -06 S
(c) 19a3-99 ENERCALC
Page 1
hAcadd\draw\9h0102•ke1l \c Ics\kelt ecw:Cal
Description Base Plate at Roof Gravity Frame
General Information Calculations are designed to AISC 9th Edition Aso and 1997 UBC Requirements
Loads ' Steel Section
TS6x6x114
Section Length
6.000 in
A)dal Load 5.00 k
Section Width
6.000 in
X -X A)as Moment 0.00 k -ft
Flange Thickness
0.250 in
Web Thickness
0.250 in '
Plate Dimensions
Plate Length 12.000 in
Allowable Stresses
n
Plate Width 12.000 in %
Concrete fc
2,500.0 psi .
Plate Thickness 0.750 in
Base Plate Fy
36.00 ksi
Load Duration Factor
1.000
Support Pier Size Anchor Bolt Data
Pier Length 42.000 in
Dist. from Plate Edge
2.000 in
Pier Width 42.000 in
Bolt Count per Side
2
Tension Capacity
5.500 k
Bolt Area
0.442 in2
Summary
Baseplate OK
Concrete Bearing Stress Thickness OK
Actual Bearing Stress 34.7 psi
Allow per ACI 10.15 2,975.0 psi
Full Bearing: No Bolt Tension
Allow per AISC J9 1,750.0 psi
Plate Bending Stress Bearing Stress OK d�
Actual fb ' 2,100.0 psi.
Max Allow Plate Fb 27,000.0 psi
Tension Bolt Force Bolt Tension OK
Actual Tension 0.000 k
Allowable 5.500 k
. P
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JR Engineering
Kelly Residence 1332BordmumSireet
78-411 Tailing Rock Turn, Lot 57, Tract 28470-2 Pleasanton, California 94566
La Quints, California Job.Number 9HO102 (925) 484-9330 (x9340 Fax) Par
JREhlmt@Home.com
' LATERAL ANALYSIS I
SEISMIC LOAD FACTORS':
t '
'
Page 1 of 3 -
SEISMIC ZONE:
.4
SOIL PROFILE TYPE:
Sd !
' "R" FACTOR (TABLE 16-N):
5.5
SEISMIC SOURCE TYPE: y
A',
IMPORTANCE FACTOR: +
DISTANCE TO SEISMIC SOURCE:
MAX. BUILDING HEIGHT:
NEAR SOURCE FACTOR, Na
.1.2
UBC Table 16-S • •
1
NEAR SOURCE FACTOR, Nv
1.6 , ,
UBC Table 16-T
SEISMIC COEFFICIENT, Ca . •
0.53
UBC Table 16-Q
SEISMIC COEFFICIENT, Cv
1.02
UBC Table 16-R
DESIGN BASE SHEAR EQUATIONS (UBC
SECTION 1630.2)
EQUATION 30-4 sa
r
V=Cv*I/[R*T] *W.'^
1.065 *w
y
where T = 0.020 * H"0.75
0.175
EQUATION 30-5
V = 2.5 * Ca * I / [R] * W
0.240 • *W
V need not exceed this value
si
V = 0.11 * Ca * I * W
0.058 *w
V must be at least this value _
d
F.Q,i�ATION 30-7
V '_ 0.8 **Z * Nv * I / [R] * W
0.093 *w
In Zone 4, V must be at least this value
'
Controlling Base'Shear Coefficient =
ti 0.240
Reduction for Allowable Stress Design =
1.4
-UBC Section 1612.3
BaseShearoeffic>ent11122RI
MINIM
' ,t� lYi
•. 4
�a
c
n
/ V
# Y
LATERAL ANALYSIS y
Page 1 of 3 '
SEISMIC LOAD FACTORS,i
- SEISMIC ZONE:, 4
SOIL PROFILE TYPE: « Sd '
"R:,; FACTOR (TABLE 16-N): 5.5
SEISMIC SOURCE TYPE:
IMPORTANCE FACTOR: 1. -
DISTANCE TO SEISMIC SOURCE:,-
3 . km*
MAX. BUILDING HEIGHT: 10 ft
i
NEAR SOURCE FACTOR, Na . 1.2
UBC Table 16-S
NEAR SOURCE FACTOR,'Nv 1.6
UBC Table,16-T
4 �i
SEISMIC'COEFFICIENT, Ca 0.53
UBC ,Table 16-Q
SEISMIC COEFFICIENT, Cv 1.02
UBC Table 16-R'
DESIGN BASE SHEAR EQUATIONS (UBC SECTION 1630.2)
�i
t - EQUATION 304
v=Cv*>/[R*T] *W 1.655 *w
«
- where T = 0.020 * H'0.75', { 0.112
: - • '
'
EQUATION 30-5
V = 2.5 *Ca * I / [R] * W '; 0.240 *W
• V need not exceed this value
k
�
` '
F.nUATION 30-6 • •' ••
V = 0:11'* Ca * I * W j 0.058 *W `
- ,
V must be at least this value
EQUATION 30-7
V = 0:8-* Z * Nv *'I / [R] * WL 0.093M1*W
In Zone 4, V must be at least this value
sJ "
t Controlling Base .Shear. Coefficient = -
_ '; t 0.240
,k ,
Reduction for Allowable Stress Design =
: ' g y ' 1.4.
UBC Section 1612.3
�Y
s
Sr C`,a- �" �q• 20"1 �1
Base'�l�eaoefficYent ��
r I, ..
tM.
r •
'
«
� • 0 �
' • it ~�
'• "•• , �� ' e
L
SEA................:::::.::................:....:.....::::::::::........:.:.::::.........
e,
- SPAN (ft):
8.51
8.5
`
`
UNIFORM LOADS:
• ROOF TRIB (ft): t
11'.0
11.0
ROOF DL (psf):
22.2
22.2
'
... ROOF LL (psf):,
16.0
16.0
CEILING TRIB (ft):
0.0
0.0
CEILING DL (psf):
6.0 .
6.0
�r
' CEILING LL (psf):
10.0
10.0
t
I
FLOOR/DECK TRIB (ft):
0.0
0.0
FLOOR/DECK DL (psf):'
0.0
0:0
• FLOOR/DECK LL (psf):
0.0..
0.0
WALL TRIG (ft):: '
0.0
0.0 ,
WALL DL (psf): ,
18.4
.18.4 '
SELF WEIGHT (plf):
22
2S
h
TOTAL DL (plf):
253.5 j
253:4
TOT LL w/RF (plf):
176.0
176.0' -
a'
TOT LL w/oRF (plf):.
0.0
0.0
•`
POINT LOAD P 1: FROM > ".;
ROOF
ROOF
.
DEAD "LOAD ( - .,;
975
975
!'
r LIVE LOAD (i):
704
704
�!
TOTAL LOAD (:
1679
1679
3
DIST TO PI (ft): ..
2.0
2.0
REACTIONS /'FORCES:
' Rl: DL(#): " '
1823
1822
ji
TL(#�:
3109
3109
.
!
t
1307:
1306
LL(#):
` 914
214
+ tl
TL(#):.
2220
2220
V max (#) =
2823
2679
1V1 max (ft-#) =
6447
6446
t .
DURATION FACTOR:
1.25.
1.25
•
tt
a
>
'
quo
a
`?``i
;j
w�,,t�p0
..
}•
y
< <OK> >
< <OK> >
ff(psi):
1284
838
fv (psi): r
t 85
82
'
- Defl LL(in):
0.1.1 -
0.04
'•
Defl. TL(in):
.0.26
0:10 ,
l
l
Camber Reqd:
,
' � '
,
` •
it
L"
CARLOS ELIAS
REGISTERED CIVIL ENGINEER
38825 Charlesworth Drive.
Cathedral City, California 92234
Telephone (760) 328-7271
January 14,,2000
City of La Quinta
Department of Building & Safety
78495 Calle Tampico
La Qu i nta ,, ' Ca 1 i f . 92253
Gentlemen:
This letter concerns the residence.being
constructed'at
8�4�11 Ta�T-ki-ng—Rock Turn, La Quinta, California.
On this date I inspected the structural
foundation for
said residence. 'T.he footings, holdowns and re
-bars are con-
structed and installed in-accord.ance with the
architectural
plans.
Q�OFESS/pN
-
��o
Very truly yours,
w O� O/ N• m
°C No. 16839 7D
r
Carlos .Elias
C E : j e ,��� CIVIL. p�\�
�rC AI�F�
CARLOS ELIAS
REGISTERED CIVIL ENGINEER
38825 Charlesworth Drive
Cathedral City, California 92234
Telephone (760) 328-7271
March 9;.2000
City of La Quinta
Department of Building & Safety' -
78495 Calle Tampico.
La Qui.nta, Calif. 92253
Gentlemen:
This letter concerns,the residence being constructed at
4718=411 Tlal_king Rocket;urn, La Quinta, California.
On this.date I'•did a framing inspection for said residence.
The -framing, straps and connectors have been constructed and in
stalled .in accordance with the.architectural.plans.
Very•truly yours,
�„ Carlos. El i a s
Ui
Ido. 16839 m
CE: je
d!A Civic F��Q
6OF CAUF�
TITLE ,24 REPORT FOR:
Kelly Residence
78-411 Talking Rock Turn
La Quinta, California
PROJECT DESIGNER:
Mr., Jarvis Moore
Hunt Hale Jones Architects
636 Fourth Street
San Francisco, CA 94107
(415) 512-1300
REPORT PREPARED BY:
Accurate Energy
9339 Matador Way
Sacramento, CA 95826
(916) 368-866.6
Job Number: 99438
September 17, 1999
r
Building iaartrnent; Copy
rro3ect Aaaress........ i6-411 •raiKing .Kocx Turn wwwwwww
La Quinta, California *x5.00*
Documentation Author... Todd Ferris *******
Accurate Energy
9339 Matador .Way
Sacramento,.CA .9.5826.:
916-368-8666 '
Climate Zone 15'
Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp,-Inc.
MICROPAS5 v5.00 File -99438, Wth-CTZ15.S92 .Program -TOC
' User#-MP2093 User -Accurate Energy, Run -Compliance Documentation
TABLE OF'CONTENTS
.Report Page.
,'FORM CF -1R.....:..... . .... 1
FORM MF -1R.. .... .6
FORM C, -2R ...................
9
FORM C -3R........ 14
+HVAC SIZING. .. ...... 21
,,
ti
• r
4
• a
I
4
TABLE OF'CONTENTS
.Report Page.
,'FORM CF -1R.....:..... . .... 1
FORM MF -1R.. .... .6
FORM C, -2R ...................
9
FORM C -3R........ 14
+HVAC SIZING. .. ...... 21
,,
ti
• r
4
CERTIFICATE OF COMPLIANCE: RESIDENTIAL
Page 1
CF -1R
Project Title..........
Kelly Residence
Date..09/16/99
16:34:25
Project Address........
78-411 Talking Rock Turn
*******
R -value
R -value R -value U -value
Location/Comments
La Quinta, California
*v5.00*
Wood
R-17.8
Documentation Author...
Todd Ferris
*******
Building Permit
Wall
Accurate Energy
R-17.8
R-0
R-17.8 0.061
Garage Wall
9339 Matador Way
Wall
Plan Check
Date
R-0
Sacramento, CA 95826
Attic Wall
Door
None
916-368-8666
R-0
Field Check/
Date
Climate Zone...........
15
Wood
R-38
R-0
R-38 0.035
Vaulted Roof
Compliance Method......
MICROPAS5 v5.00 for 1999
Standards by Enercomp,
Inc.
MICROPAS5 v5.00 File -99438 Wth-CTZ15S92 Program -FORM CF -1R
User#-MP2093 User -Accurate Energy Run -.Compliance Documentation
GENERAL INFORMATION
Conditioned Floor Area.....
Building Type ..............
Construction Type .........
Building Front Orientation.
Number of Dwelling Units...
Number of Stories..........
Floor Construction Type....
Glazing Percentage.........
Average Glazing U -value....
Average Glazing SHGC.......
4790 sf
Single Family Detached
New
Front Facing 317 deg (NW)
1
1
Slab On Grade
29 % of floor area
0.37 Btu/hr-sf-F
0.29
BUILDING SHELL INSULATION
Component
Frame
Cavity
Sheathing Total Assembly
Type
Type
R -value
R -value R -value U -value
Location/Comments
Wall
Wood
R-17.8
R-0
R-17.8 0.063
Typical 2x6
Wall
Wood
R-17.8
R-0
R-17.8 0.061
Garage Wall
Wall
Wood.
R-19
R-0
R-19 0.064
Attic Wall
Door
None
R-0
R-0
R-0 0.324
To Garage
Roof
Wood
R-38
R-0
R-38 0.035
Vaulted Roof
Roof
Wood
R-19
R-0
R-19 0.049
Flat Roof 2x8
Roof
Wood
R-38
R-0
R-38 0.028
Flat Roof Trus
SlabEdge
n/a
R-n/a
R-n/a
F2=0.760
Slab to Extr
SlabEdge
n/a
R-n/a
R-n/a
F2=0.510
Slab to Slab
FENESTRATION
Over -
Area
U-
Interior
Exterior
hang/
Orientation
(sf)
Value
SHGC Shading
Shading
Fins
Window
Front (NW)
4.0
0.370
0.290 Standard
Standard
None
Window
Front (NW)
4.0
0.370
0.290 Standard
Standard
None
Window
Front (NW)
4.0
0.370
0.290 Standard
Standard
None
Window
Front (NW)
8.3
0.340
0.290 Standard
Standard
None
Window
Front (NW)
22.0
0.340
0.290 Standard
Standard
None
Window
Front (NW)
8.3
0.340
0.290 Standard
Standard
None
Window
Front (NW)
40.0
0.340
0.290 Standard
Standard
Yes
Window
Front (NW),
10.0
0.340
0.290 Standard
Standard
Yes
Door
Front (NW)
40.0
0.360
0.270 Standard
Standard
Yes
Window
Front (NW)
10.0
0.340
0.290 Standard
Standard
Yes
Window
Front (NW)
40.0
0.340
0.290 Standard
Standard
Yes
Window
Front (NW)
10.0
0.340
0.290 Standard
Standard
Yes
CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R
Project Title.......... Kelly Residence Date..09/16/99 16:34:25
MICROPAS5 v5.00 File -99438 Wth-CTZ15S92 Program -FORM CF -1R
User#-MP2093 User -Accurate Energy Run -Compliance Documentation
FENESTRATION
Over -
Area
U-
Interior
Exterior
hang/
Orientation
(sf)
Value
SHGC
Shading
Shading
Fins
Window
Front
(NW)
.8.3
0.370
0.290
Standard
Standard
None
Window
Front
(NW)
3.0
0.340
0.290
Standard
Standard
None
Window
Front
(NW)
20.0
0.340
0.290
Standard
Standard
None
Window
Front
(N)
9.0
0.370
0.290
Standard
Standard
None
Window
Front
(N)
4.0
0.340
0.290
Standard
Standard
None
Window
Front
(N)
9.0
0.370
0.290
Standard
Standard
None
Window
Front
(N)
4.0
0.340
0.290
Standard
Standard
None
Window
Front
(N)
24.0
0.340
0.290
Standard
Standard
None
Window
Front
(N)
6.0
0.340
0.290
Standard
Standard
None
Door
Front
(N)
`48.0
0.360
0.270
Standard
Standard
None
Window
Front
(N)
12.0
0.340
0.290
Standard
Standard
None
Window
Front
(N)
24.0
0.340
0.290
Standard
Standard
None
Window
Front
(N)
6.0
0.340
0.290
Standard
Standard
None
Window
Left
(NE)
27.5
0.370
'0.290
Standard
Standard
None
Window
Left
(NE)
8.3
0.370
0.290
Standard
Standard
None
Window
Left
(NE)
3.0
0.340
0.290
Standard
Standard
None
Window
Left
(NE)
24.0
0.340
0.290
Standard
Standard
None
Window
Left
(NE)
6.0
0.340
0.290
Standard
Standard
None
Door
Left
(NE)
24.0
0.360
0.270
Standard
Standard
None
Window
Left
(NE)
6.0
0.340
0.290
Standard
Standard
None
Window
Left
(NE)
24.0
0.340
0.290
Standard
Standard
None
Window
Left
(NE)
6.0
0.340
0.290
Standard
Standard
None
Window
Left
(NE)
2'0.0
0.340
0.290
Standard
Standard
None
Window
Left
(E)
11.0
0.370
0.290
Standard
Standard
None
Window
Left
(E)
4.0
0.340
0.290
Standard
Standard
None
Window
Left
(E)
56.0
0.340
0.290
Standard
Standard
None
Window
Left
(E)
14.0
0.340
0.290
Standard
Standard
None
Window
Left
(E)
24.0
0.370
0.290
Standard
Standard
None
Window
Left
(E)
6.0
0.340
0.290
Standard
Standard
None
Window
Left
(E)
48.0
0.340
0.290
Standard
Standard
None
Window
Left
(E)
12.0
0.340
0.290
Standard
Standard
None
Window
Left
(E)
24.0
0.370
0.290
Standard
Standard
None
Window
Left
(E)
6.0
0.340
0.290
Standard
Standard
None
Window
Back
(SE)
8.3
0.370
0.290
Standard
Standard
None
Window
Back
(SE)
3.0
0.340
0.290
Standard
Standard
None
Door
Back
(SE)
40.0
0.360
0.270
Standard
Standard
None
Window
Back
(SE)
10.0
0.340
0.290
Standard
Standard
None
Window
Back
(SE)
22.5
1.280
0.800
Standard
Standard
None
Window
Back
(SE)
10.0
0.340
0.290
Standard
Standard
None
Door
Back
(SE)
40.0
0.360
0.270
Standard
Standard
None
Window
Back
(SE)
10.0
0.340
0.290
Standard
Standard
None
Door
Back
(SE)
21.3
0.360
0.270
Standard
Standard
None
Window
Back
(SE)
11.0
0.370
0.290
Standard
Standard
None
Window
Back
(SE)
4.0
0.340
0.290
Standard
Standard
None
Window
Back
(SE)
22.0
0.370
0.290
Standard
Standard
None
Window
Back
(SE)
8.0
0.340
0.290
Standard
Standard
None
Window
Back
(SE)
11.0
0.370
0.290
Standard
Standard
None
Window
Back
(SE)
4.0
0.340
0.290
Standard
Standard
None
Window
Back
(SE)
20.0
0.340
0.290
Standard
Standard
None
Window
Back
(S)
24.0
0.370
0.290
Standard
Standard
None
CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R
Project Title.......... Kelly Residence Date..09/16/99 16:34:25
MICROPAS5 v5.00 File -99438 Wth-CTZ15S92 Program -FORM CF -1R
User#-MP2093 User -Accurate Energy Run -Compliance Documentation
FENESTRATION
11
Over -
Area
U-
Interior
Exterior
hang/ -
Orientation
(sf)
Value
SHGC
Shading
Shading
Fins
Window
Back
(S)
6.0
0.340
0.290
Standard
Standard
None
Window
Back
(S)
48.0
0.340
0.290
Standard
Standard
None
Window
Back
(S)
12.0
0.340
0.290
Standard
Standard
None
Window
Back
(S)
24.0
0.370
0.290
Standard
Standard
None
Window
Back
(S)
6.0
0.340
0.290
Standard
Standard
None
Window
Back
(S)
56.0
0.340
0.290
Standard
Standard
None
Window
Back
(S)
14.0
0.340
0.290
Standard
Standard
None
Window
Back
(S)
11.0
0.370
0.290
Standard
Standard
None
Window
Back
(S)
4.0
0.340
0.290,Standard
Standard
None
Window
Right
(SW)
9.0
0.370
0.290
Standard
Standard
None
Window
Right
(SW)
4.0
0.340
0.290
Standard
Standard
None
Window
Right
(SW)
24.0
0.340
0.290
Standard
Standard
None
Window
Right
(SW)
6.0
0.340
0.290
Standard
Standard
None
Door
Right
(SW)
24.0
0.360
0.270
Standard
Standard
None
Window
Right
(SW)
6.0
0.340
0.290
Standard
Standard
None
Window
Right
(SW)
24.0
0.340
0.290
Standard
Standard
None
Window
Right
(SW)
6.0
0.340
0.290
Standard
Standard
None
Window
Right
(SW)
9.0
0.370
0.290
Standard
Standard
None
Window
Right
(SW)
4.0
0.340
0.290
Standard
Standard
None
Window
Right
(SW)
11.0
0.370
0.290
Standard'
Standard
None
Window
Right
(SW)
20.0
0.340
0.290
Standard
Standard
None
Window
Right
(W)
5.0
0.370
0.290
Standard
Standard
None
Window
Right
(W)
5.0
0.370
0.290
Standard
Standard
None
Window
Right
(W)
5.0
0.370
0.290
Standard
Standard
None
Window
Right
(W)
33.0
0.370
0.290
Standard
Standard
None
Window
Right
(W)
12.0
0.340
0.290
Standard
Standard
None
`
THERMAL
MASS
Area Thickness
Type
Exposed
(sf)
(in) Location/Comments
SlabOnGrade
Yes
1905
4.0
SlabOnGrade
No
2885
4.0
HVAC SYSTEMS
Minimum
Duct
Duct Tested
Duct ACCA
Thermostat
Equipment
Type
Efficiency
Location
R -value
Leakage Manual
D - Type
Furnace
0.800 AFUE
Attic
R-4.2
No No
Setback
AirCond
11.00
SEER
Attic
R-4.2
No No
Setback
11
CERTIFICATE OF
COMPLIANCE: RESIDENTIAL
Page 4 '
CF -1R
Project Title........... Kelly Residence
Date'.09/16/99
16:34:25
'MICROPAS5 v5.00 iFile-99438 Wth-CTZ15S92 Program. FORM CF -1R,;
User#-MP2093 User -Accurate Energy. Run -Compliance Documentation
WATER HEATING SYSTEMS
Number Tank External
in Energy Size Insulation
Tank Type Heater Type Distribution Type System Factor (gal) R -value
Storage Gas .Recirc/Timer 2 0.60 50.0 R- n/a
SPECIAL FEATURES AND MODELING ASSUMPTIONS
***.Items in this section should be documented on the plans, ***
*** installed to manufacturer and CEC specifications, and ***
*** verified during plan check and field inspection. ***
This building incorporates a•High Mass Design.
REMARKS
L •
1Y
CERTIFICATE OF COMPLIANCE: RESIDENTIAL- Page 5 CF -1R
Project Title..........'. Kelly Residence Date..09/16/99 16:34:25
MICROPAS5 v5.00 •File -99438. Wth-CTZ15S92 Program -FORM CF -1R
User#-MP2093 User -Accurate. Energy 'Run -Compliance Documentation
f,
COMPLIANCE STATEMENT
This certificate of compliance lists'the building features and performance
specifications needed: to comply with Title -24, Parts 1 and 6 of the
California Code of Regulations, and the administrative regulations. to
implement them. This certificate has,been signed by the individual with
overall design responsibility. When this certificate of compliance is
submitted for a single building plan to be built in multiple orientations,
any 'shading feature that is'varied is indicated in the Special Features
Modeling Assumptions section. -
DESIGNER or OWNER DOCUMENTATION AUTHOR
41
Name....Mr. Jarvis Moore Name.... Todd Ferris.
Company. Hunt Hale Jones Arch% Company. Accurate Energy
Address. 636 -Street, Address'. 9339 Matador Way
S, Franci co; CA 94107. Sacramento, CA 95826
Phone... 415) 512- 300 Phone... 916-368-8666
License.
Signed.. � � Signed. _441
� ci�/G h
ate (date)
ENFORCEME T AGEN
Name....
Title...
Agency..
Phone...
Signed..
ate
n
MANDATORY MEASURES
CHECKLIST:
RESIDENTIAL
Page 6 MF -1R
Project Title.......... Kelly
Residence
Date..09/16/99 16:34:25
Project A ress........ 78-411 Ta ing Roc Turn
La Quinta, California *v5.00*
Documentation Author... Todd Ferris ******* Building Permit
Accurate Energy
9339 Matador Way Plan Check Date
Sacramento, CA 95826
916-368-8666 Field Check/ Date
Climate Zone........... 15
Compliance Method...... MICROPASS v5.00 for 1999 Standards by Enercomp, Inc.
MICROPAS5 v5.00 File -99438 Wth-CTZ15S92 Program -FORM MF -1R•
User#-MP2093 User -Accurate Energy Run -Compliance Documentation
Note: Lowrise residential buildings subject to the Standards must contain these
measures regardless of the compliance approach used. Items marked with an
asterisk (*) may be superseded by more stringent'compliance requirements listed
on the Certificate of Compliance. When this checklist is incorporated into the
permit documents, the features noted shall be considered by all parties as
minimum component performance specifications for the mandatory measures whether
they are shown elsewhere in the documents or on this checklist only.
BUILDING ENVELOPE MEASURES
Design- Enforce-
er ment
*150(a): Minimum R-19 ceiling insulation.
150(b): Loose fill insulation manufacturer's labeled R -Value.
*150(c): Minimum R-13 wall insulation in wood framed walls or
equivalent U -value in metal frame walls (does not apply
to exterior mass walls).
*150(d): Minimum R-13 raised floor insulation in framed floors.
150(1): Slab edge insulation - water absorption rate no greater
than 0.3%, water vapor transmission rate no greater than 2.0
perm/inch.
118: Insulation specified or installed meets CEC quality
standards. Indicate type and form.
116-17: Fenestration Products, Exterior Doors and Infiltration/
exfiltration controls
1. Doors and windows between conditioned and unconditioned
spaces designed to limit air leakage.
2. Fenestration products (except field fabricated) have
label with certified U -value, certified solar heat gain
coefficient, and infiltration certification.
3. Exterior doors and windows weatherstripped; all joints
and penetrations caulked and sealed.
150(g): Vapor barriers mandatory in Climate Zones 14 and 16
only.
150(f): Special infiltration barrier installed to comply with
Sec. 151 meets Commission quality standards.
150(e): Installation of Fireplaces, Decorative Gas Appliances
and Gas Logs
1. Masonry and factory -built fireplaces have:
a. Closeable metal or glass door
b. Outside air intake with damper and control
c. Flue damper and control
2. No continuous burning gas pilots allowed.
MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 7 MF -1R
Project Title.......... Kelly Residence Date..09/16/99 16:34:25
MICROPAS5 v5.00 File -99438 Wth-CTZ15S92 Program -FORM MF -1R
User#-MP2093 User -Accurate Energy Run -Compliance Documentation
SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES
Design- Enforce-
er ment
110-113: HVAC equipment, water heaters, showerheads and
faucets certified by the Commission.
150(h): Heating and/or cooling loads calculated in accordance
with ASHRAE, SMACNA or ACCA.
150(1): Setback thermostat on all applicable heating and/or
cooling systems.
150(j): Pipe and Tank insulation
1. Storage gas water heaters rated with an Energy Factor of
less than 0.58 must be externally wrapped with insulation
having an installed thermal resistance of R-12 or greater.
2. First 5 feet of pipes closest to water heater tank, non -
recirculating systems, insulated (R-4 or greater).
3. Back-up tanks for solar systems, unfired storage tanks, or
other indirect hot water tanks have R-12 external
insulation or R-16 combined internal/external insulation.
4. All buried or exposed piping insulated in recirculating
sections of hot water system.
5. Cooling system piping below 55 degrees insulated.
6. Piping insulated between heating source and indirect
hot water tank.
*150(m): Ducts and Fans
1. All ducts and plenums constructed, installed, in-
sulated, fastened, and sealed to comply with the ICBO
1997 UMC sections 601 and 603; ducts insulated to a
minimum installed R-4.2 or ducts enclosed entirely
within conditioned space. Openings shall be sealed
with mastic, tape, aerosol sealant or other duct closure
system that meets the applicable requirements of UL181,
UL181A, or UL181B and other applicable specified tests
for longevity given in Sec. 150(m).
2. Exhaust fan systems have backdraft or automatic dampers.
3. Gravity ventilating systems serving conditioned space have
either automatic or readily accessible, manually
operated dampers.
114: Pool and Spa Heating Systems and Equipment
1. System is certified with 78% thermal efficiency, on-off
switch, weatherproof operating instructions, no electric
resistance heating and no pilot light.
2. System is installed with:
a. At least 36 inches of pipe between filter and heater
for future solar heating.
b. Cover for.outdoor pools or outdoor spas.
3. Pool system has directional inlets and a circulation
pump time switch.
115: Gas-fired central furnaces, pool heaters, spa heaters or
household cooking appliances have no continuously burning
pilot light (Exception: Non -electrical cooking appliances
with pilot < 150 Btu/hr).
MANDATORY MEASURES'CHECKLIST: RESIDENTIAL Page 8 MF-1R
Project Title.......... Kelly Residence Date..09/16/99 16:34:25
MICROPAS5 v5.00 File-99438 Wth-CTZ15S92 Program-FORM MF-1R'
User#-MP2093 ,User-Accurate Energy Run-Compliance Documentation
LIGHTING. MEASURES
Design;'-- Enforce-
er ment
150(k)l: Luminaires for general lighting in,kitchens shall
have lamps with an efficacy of 40.1umens/watt or greater,
for general lighting in kitchens. This general lighting
shall be controlled by a switch'on a.readily accessible
lighting control panel at an entrance to the kitchen.
150(k)2: Rooms with a shower or.bathtub must either have at
least one luminaire with lamps with an efficacy of 40
lumens/watt or greater switched at the entrance to the
room or one of the alternatives to this requirement
allowed in Sec. 150(k)2.; and recessed ceiling fixtures
are IC (insulation cover) approved.
COMPUTER METHOD SUMMARY Page 9 C -2R
Project Title.......... Kelly Residence Date..09/16/99 16:34:25
*******
Project Address........ 78-411 Talking Rock Turn
La Quinta, California *v5.00*
Documentation Author... Todd.Ferris ******* Building Permit
Accurate Energy
9339 Matador Way Plan Check Date
Sacramento, CA 95826
916-368-8666 Field Check/ Date
Climate Zone........... 15
Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc.
MICROPAS5 v5.00 File -99438 Wth-CTZ15S92 Program -FORM C -2R
User#-MP2093 User -Accurate Energy Run -Compliance Documentation
MICROPASS ENERGY USE SUMMARY
Energy Use
(kBtu/sf=yr)
Space Heating..........
Space Cooling..........
Water Heating..........
Total
Standard
Proposed
Compliance
Design
Design
Margin
3.55
2.95
0.60
40.98
39.56
1.42
5.95
7.71
-1.76
50.48,
50.22
0.26
*** Building complies with Computer Performance ***
GENERAL INFORMATION
Conditioned Floor Area.....
4790 sf
Building Type ..............
Single Family
Detached
Construction Type .........
New
Building Front Orientation.
Front Facing
317 deg
(NW)
Number of Dwelling Units...
1
Number of Building Stories.
1
Weather Data Type..........
ReducedYear
Floor Construction Type....
Slab On Grade
Number of Building Zones...
1
Conditioned Volume.........
62469.5 cf
Slab -On -Grade Area..........
4790 sf,
Glazing Percentage.........'
29 s of floor
area
Average Glazing U -value....
0.37 Btu/hr-sf-'F
Average Glazing SHGC.......
0.29'
Average Ceiling Height.....
13 ft'
BUILDING ZONE
INFORMATION
'Floor # of
Vent
Vent Air
Area Volume Dwell Cond-
Thermostat
Height
Area Leakage
Zone Type (sf) (cf) Units itioned Type
(ft)
(sf) Credit
HOUSE
,
Residence 4790 62470 1.00 Yes
Setback
2.0 Standard No
COMPUTER METHOD SUMMARY Page 10 C -2R
Project Title.......... Kelly Residence Date..09/16/99 16:34:25
MICROPAS5 v5.00 File -99438 Wth-CTZ15S92 Program -FORM C -2R
User#-MP2093 User -Accurate Energy Run -Compliance Documentation
OPAQUE SURFACES
Area
U- Insul Act
Solar
Form 3
Location/
Surface
(sf)
value R-val Azm Tilt
Gains
Reference
Comments
HOUSE
1
Wall
80.9
0.063 17.8 317
90 Yes
W.19.2X6.24 Typical 2x6
2
Wall
262
0.063 17.8 2
90 Yes
W.19.2X6.24
3
Wall
656
0.063 17.8 47
90 Yes
W.19.2X6.24
4
Wall
467
0.063 17.8 92
90 Yes
W.19.2X6.24
5
Wall
631
0.063 17.8 137
90 Yes
W.19.2X6.24
6
Wall
467
0.063 17.8 182
90 Yes
W.19.2X6.24
7
Wall
680
0.063 17.8 227
90 Yes
W.19.2X6.24
8
Wall
348
0.063 17.8 272
90 Yes
W.19.2X6.24
9
Wall
191
0.061 17.8 317
90 No
W.19.GARAGE Garage Wall
10
Wall
388
0.064 19 317
90 Yes
W.19.ATTIC Attic Wall
11
Door
18
0.324 0 317
90 No
GARAGE DOOR To
Garage
12
Roof
1322
0.035 38 317
18 Yes
R.38.VAULT Vaulted Roof
13
Roof
1402
0.049 19 n/a
0 Yes
R.19.2X8.24 Flat Roof 2x8
14
Roof
2134
0.028 38 n/a
0 Yes
R.38.2X12.24 Flat Roof Trus
PERIMETER LOSSES
Length F2 Insul
Solar
Surface (ft)
Factor R-val
Gains
Location/Comments
HOUSE
15 S1abEdge 427
0.760 R-0
No
Slab to Extr
16 SlabEdge
19 0.510 R-0
No
Slab to Slab
FENESTRATION SURFACES
Area U-
Act
Exterior Shade
Interior Shade
Orientation
(sf) Value SHGC
Azm Tilt Type/SHGC
Type/SHGC
HOUSE
1
Window
Front (NW)
4.0 0.370 0.290
317 90
Standard/0.76
Standard/0.68
2
Window
Front (NW)
4.0 0.370 0.290
317 90
Standard/0.76
Standard/0.68
3
Window
Front (NW)
4.0 0.370 0.290
317 90
Standard/0.76
Standard/0.68
4
Window
Front (NW)
8.3 0.340 0.290
317 90
Standard/0.76
Standard/0.68
5
Window
Front (NW)
22.0 0.340 0.290
317 90
Standard/0.76
Standard/0.68
6
Window
Front (NW)
8.3 0.340 0.290
317 90
Standard/0.76
Standard/0.68
7
Window
Front (NW)
40.0 0.340 0.290
317 90
Standard/0.76
Standard/0.68
8
Window
Front (NW)
10.0 0.340 0.290
317 90
Standard/0.76
Standard/0.68
9
Door
Front (NW)
40.0 0.360 0.270
317 90
Standard/0.76
Standard/0.68
10
Window
Front (NW)
10.0 0.340 0.290
317 90
Standard/0.76
Standard/0.68
11
Window
Front (NW)
40.0 0.340 0.290
317 90
Standard/0.76
Standard/0.68
12
Window
Front (NW)
10.0 0.340 0.290
317 90
Standard/0.76
Standard/0.68
13
Window
Front (NW)
8.3 0.370 0.290
317 90
Standard/0.76
Standard/0.68
14
Window
Front (NW)
3.0 0.340 0.290
317 90
Standard/0.76
Standard/0.68
15
Window
Front (NW)
20.0 0.340 0.290
317 90
Standard/0.76
Standard/0.68
16
Window
Front (N)
9.0 0.370 0.290
2 90
Standard/0.76
Standard/0.68
17
Window
Front (N)
4.0 0.340 0.290
2 90
Standard/0.76
Standard/0.68
18
Window
Front (N)
9.0 0.370 0.290
2 90
Standard/0.76
Standard/0.68
19
Window
Front (N)
4.0 0.340 0.290
2 90
Standard/0.76
Standard/0.68
20
Window
.Front (N)
24.0 0.340 0.290
2 90
Standard/0.76
Standard/0.68
COMPUTER METHOD SUMMARY Page 11 C -2R
Project Title.......... Kelly Residence Date..09/16/99 16:34:25
MICROPAS5 v5.00 File -99438 Wth-CTZ15S92 Program -FORM C -2R
User#-MP2093 User -Accurate Energy Run -Compliance Documentation
FENESTRATION SURFACES
Area
U-
Act
Exterior Shade
Interior Shade
Orientation
(sf)
Value
SHGC
Azm
Tilt
Type/SHGC
Type/SHGC
21
Window
Front
(N)
6.0
0.340
0.290
2
90
Standard/0.76
Standard/0.68
22
Door
Front
(N)
48.0
0.360
0.270
2
90
Standard/0.76
Standard/0.68
23
Window
Front
(N)
12.0
0.340
0.290
2
90
Standard/0.76
Standard/0.68
24
Window
Front
(N)
24.0
0.340
0.290
2
90
Standard/0.76
Standard/0.68
25
Window
Front
(N)
6.0
0.340
0.290
2
90
Standard/0.76
Standard/0.68
26
Window
Left
(NE)
27.5
0.370
0.290
47
90
Standard/0.76
Standard/0.68
27
Window
Left
(NE)
8.3
0.370
0.290
47
90
Standard/0.76
Standard/0.68
28
Window
Left
(NE)
3.0
0.340
0.290
47
90
Standard/0.76
Standard/0.68
29
Window
Left
(NE)
24.0
0.340
0.290
47
90
Standard/0.76
Standard/0.68
30
Window
Left
(NE)
6.0
0.340
0.290
47
90
Standard/0.76
Standard/0.68
31
Door
Left
(NE)
24.0
0.360
0.270
47
90
Standard/0.76
Standard/0.68
32
Window
Left
(NE)
6.0
0.340
0.290
47
90
Standard/0.76
Standard/0.68
33
Window
Left
(NE)
24.0
0.340
0.290
47
90
Standard/0.76
Standard/0.68
34
Window
Left
(NE)
6.0
0.340
0.290
47
90
Standard/0.76
Standard/0.68
35
Window
Left
(NE)
20.0
0.340
0.290
47
90
Standard/0.76
Standard/0.68
36
Window
Left
(E)
11.0
0.370
0.290
92
90
Standard/0.76
Standard/0.68
37
Window
Left
(E)
4.0
0.340
0.290
92
90
Standard/0.76
Standard/0.68
38
Window
Left
(E)
56.0
0.340
0.290
92
90
Standard/0.76
Standard/0.68
39
Window
Left
(E)
14.0
0.340
0.290
92
90
Standard/0.76
Standard/0.68
40
Window
Left
(E)
24.0
0.370
0.290
92
90
Standard/0.76
Standard/0.68
41
Window
Left
(E)
6.0
0.340
0.290
92
90
Standard/0.76
Standard/0.68
42
Window
Left
(E)
48.0
0.340
0.290
92
90
Standard/0.76
Standard/0.68
43
Window
Left
(E)
12.0
0.340
0.290
92
90
Standard/0.76
Standard/0.68
44
Window
Left
(E)
24.0
0.370
0.290
92
90
Standard/0.76
Standard/0.68
45
Window
Left
(E)
6.0
0.340
0.290
92
90
Standard/0.76
Standard/0.68
46
Window
Back
(SE)
8.3
0.370
0.290
137
90
Standard/0.76
Standard/0.68
47
Window
Back
(SE)
3.0
0.340
0.290
137
90
Standard/0.76
Standard/0.68
48
Door
Back
(SE)
40.0
0.360
0.270
137
90
Standard/0.76
Standard/0.68
49
Window
Back
(SE)
10.0
0.340
0.290
137
90
Standard/0.76
Standard/0.68
50
Window
Back
(SE)
22.5
1.280
0.800
137
90
Standard/0.76
Standard/0.68
51
Window
Back
(SE)
10.0
0.340
0.290
137
90
Standard/0.76
Standard/0.68
52
Door
Back
(SE)
40.0
0.360
0.270
137
90
Standard/0.76
Standard/0.68
53
Window
Back
(SE)
10.0
0.340
0.290
137
90
Standard/0.76
Standard/0.68
54
Door
Back
(SE)
21.3
0.360
0.270
137
90
Standard/0.76
Standard/0.68
55
Window
Back
(SE)
11.0
0.370
0.290
137
90
Standard/0.76
Standard/0.68
56
Window
Back
(SE)
4.0
0.340
0.290
137
90
Standard/0.76
Standard/0.68
57
Window
Back
(SE)
22.0
0.370
0.290
137
90
Standard/0.76
Standard/0.68
58
Window
Back
(SE)
8.0
0.340
0.290
137
90
Standard/0.76
Standard/0.68
59
Window
Back
(SE)
11.0
0.370
0.290
137
90
Standard/0.76
Standard/0.68
60
Window
Back
(SE)
4.0
0.340
0.290
137
90
Standard/0.76
Standard/0.68
61
Window
Back
(SE)
20.0
0.340
0.290
137
90
Standard/0.76
Standard/0.68
62
Window
Back
(S)
24.0
0.370
0.290
182
90
Standard/0.76
Standard/0.68
63
Window
Back
(S)
6.0
0.340
0.290
182
90
Standard/0.76
Standard/0.68
64
Window
Back
(S)
48.0
0.340
0.290
182
90
Standard/0.76
Standard/0.68
65
Window
Back
(S)
12.0
0.340
0.290
182
90
Standard/0.76
Standard/0.68
66
Window
Back
(S)
24.0
0.370
0.290
182
90
Standard/0.76
Standard/0.68
67
Window
Back
(S)
6.0
0.340
0.290
182
90
Standard/0.76
Standard/0.68
68
Window
Back
(S)
56.0
0.340
0.290
182
90
Standard/0.76
Standard/0.68
69
Window
Back
(S)
14.0
0.340
0.290
182
90
Standard/0.76
Standard/0.68
70
Window
Back
(S)
11.0
0.370
0.290
182
90
Standard/0.76
Standard/0.68
71
Window
Back
(S)
4.0
0.340
0.290
182
90
Standard/0.76
Standard/0.68
COMPUTER METHOD SUMMARY Page 12 C -2R
Project Title.......... Kelly Residence Date..09/16/99 16:34:25
MICROPAS5 v5.00 File -99438 Wth-CTZ15S92 Program -FORM C -2R
User#-MP2093 User -Accurate Energy Run -Compliance Documentation
FENESTRATION SURFACES
Area U- Act Exterior Shade Interior Shade
Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC
72 Window Right (SW) 9.0 0.370 0.290 227 90 Standard/0.76 Standard/0.68
73 Window Right (SW) 4.0 0.340 0.290 227 90 Standard/0.76 Standard/0.68
74 Window Right (SW) 24.0 0.340 0.290 227 90 Standard/0.76 Standard/0.68
75 Window Right (SW) 6.0 0.340 0.290 227 90 Standard/0.76 Standard/0.68
76 Door Right (SW) 24.0 0.360 0.270 227 90 Standard/0.76 Standard/0.68
77 Window Right (SW) 6.0 0.340 0.290 227 90 Standard/0.76 Standard/0.68
78 Window Right (SW) 24.0 0.340 0.290 227 90 Standard/0.76 Standard/0.68
79 Window Right (SW) 6.0 0.340 0.290 227 90 Standard/0.76 Standard/0.68
80 Window Right (SW) 9.0 0.370 0.290 227 90 Standard/0.76 Standard/0.68
81 Window Right (SW) 4.0 0.340 0.290 227 90 Standard/0.76 Standard/0.68
82 Window Right (SW) 11.0 0.370 0.290 227 90 Standard/0.76 Standard/0.68
83 Window Right (SW) 20.0 0.340 0.290 227 90 Standard/0.76 Standard/0.68
84 Window Right (W) 5.0 0.370 0.290 272 90 Standard/0.76 Standard/0.68
85 Window Right (W) 5.0 0.370 0.290 272 90 Standard/0.76 Standard/0.68
86 Window Right (W) 5.0 0.370 0.290 272 90 Standard/0.76 Standard/0.68
87 Window Right (W) 33.0 0.370 0.290 272 90 Standard/0.76 Standard/0.68
88 Window Right (W) 12.0 0.340 0.290 272 90 Standard/0.76 Standard/0.68
OVERHANGS AND SIDE FINS
Window- overhang Left Fin Right Fin-
Area- Left Rght
Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght
HOUSE
7 Window 40.0 6.00 8.00 7.00 2.67 17.0 2.50 n/a n/a n/a n/a n/a n/a
8 Window 10.0 6.00 8.00 7.00 0.67 17.0 2.50 n/a n/a n/a n/a n/a n/a
9 Door 40.0 6.00 2.00 7.00 2.67 9.00 9.00 n/a n/a n/a n/a n/a n/a
10 Window 10.0 6.00 2.00 7.00 0.67 9.00 9.00 n/a n/a n/a n/a n/a n/a
11 Window 40.0 6.00 8.00 7.00 2.67 2.50 17.0 n/a n/a n/a n/a n/a n/a
12 Window 10.0 6.00 8.00 7.00 0.67 2.50 17.0 n/a n/a n/a n/a n/a n/a
THERMAL MASS
Area Thick Heat Conduct- Surface
Mass Type (sf) (in) Cap ivity UIMC R -value Location/Comments
HOUSE
1 SlabOnGrade 1905 4.0 28.0 0.98 4.60 R-0.0
2 S1abOnGrade 2885 4.0 28.0 0.98 1.80 R-2.0
HVAC SYSTEMS
Minimum Duct Duct Tested Duct ACCA Duct
System Type Efficiency Location R -value Leakage Manual D Eff
HOUSE
Furnace 0.800 AFUE Attic R-4.2 No No 0.743
AirCond 11.00 SEER Attic- R-4.2 No No 0.596
COMPUTER METHOD SUMMARY -Page 13 C -2R
Project Title............ Kelly Residence Date. .09/16/9'9 16:34:25
MICROPAS5 v5.00., File -99.43'8 Wth-CTZ15S92 Program -FORM C -2R
User#-MP2093 User -Accurate Energy Run -,Compliance Documentation.
WATER HEATING SYSTEMS
Number `' .Tank External
in Energy Size Insulation
Tank Type •Heater,Type Distribution Type System Factor (gal) R -value
1 Storage Gas Recirc/Timer 12 0.60 50.0 R- n/a
SPECIAL FEATURES AND MODELING ASSUMPTIONS i
*** Items in this section should be documented on the.plans,,'***`
*** installed to manufacturer and CEC'specifications, and ***
*** verified during plan -check and,field%inspection. ***
This building incorporates•a HighMassDesign:
REMARKS
f
• I
}
t
CONSTRUCTION ASSEMBLY Page 14 3R
Project Title.......... Kelly Residence Date..09/16/99 16:34:25
MICROPAS5 v5_00 File -99438 Wth-CTZ15S92 Program -FORM 3R
User#-MP2093 User -Accurate Energy Run -Compliance Documentation
Parallel Path Method
Reference Name . W.19.2X6.24 b
Description Wall R-19 2x6 24oc
Type Wall ,
R -Value ... 17:8 Hr-sf-F/Btu
Framing
Material ......FIR.2X6
Type ........ Wood
Description ., . ` 2x6 fir
Spacing ...... 24 inches on center
Framing Frac.. 0.12
Sketch of Construction'Assembly
LIST OF CONSTRUCTION COMPONENTS
Material Cavity Frame
Name Description f R -Value R -Value
O.
FILM.EX
Exterior air film: winter value
0.17
0.17
1.
STUCCO.0.88
0.875�in stucco
0.17
0.17
2.
BLDG.PAPER
Building paper
(felt)
0.06
0.06
3c:
BATT.R19
R-19 batt insul
(cavity = 5.5 in)
17.80
--
3f,.
FIR.2X6
2x6 fir
--
5.45
4.
GYP.0.50
0.50 in gypsum
or plaster board
0.45
0.45
I.
FILM.IN.WLL
Inside air film:
heat sideways
0.68
0.68
Total Unadjusted.R-Values
19.34
6.98
FRAMING
ADJUSTMENT
CALCULATION
Cavity
Framing
Total
U -Value: (1 / 19.34 x 0.88) + (1
/ 6-.98''x.0.12) =
0.063 Btu/hr-sf-F
Total
R -Value:
1./ 0.063 =
15.95 hr-sf-F/Btu
1
r
a
CONSTRUCTION ASSEMBLY Page 15 3R
Project Title.......... Kelly Residence Date..09/16/99 16:34:25
MICROPAS5 v5.00 ,File -99438 Wth-CTZ15S92 Program -FORM 3R
User#-MP2093 User -Accurate Energy„ Run -Compliance Documentation
Parallel Path Method
Reference Name W.19.GARAGE
Description .... Wall R-19 Garage
Type Wall
R -Value ........ 17..8 Hr-sf-F/Btu
Framing
Material ... FIR.2X6
Type ......... Wood
Description .. 2x6 fir
Spacing 16 inches on center
Framing Frac.. 0.15
Sketch of Construction Assembly
LIST OF CONSTRUCTION COMPONENTS
Material
Cavity
Frame
Name Description
R -Value
R -Value
0. FILM.IN.WLL Inside air film:
heat sideways,.
0.68
0.68
1. GYP.0.63 0.625 in gypsum
or plaster board
0.56
0.56
2c. BATT.R19 R-19 batt insul
(cavity = 5.5 in)
17.80
--
2f. FIR.2X6 2x6 fir
--
5.45
3. GYP.0.50 0.50 in gypsum or plaster board
0.45
0.45
I. FILM.IN.WLL Inside air film:
heat sideways
0.68
0.68
` Total Unadjusted R -Values
.20.17
7.82
FRAMING ADJUSTMENT CALCULATION
+
Cavity
Framing
Total
;
U -Value: (1` / 20.17"x 0.85) + (1
/ 7.82 x 0.15) =
0.061 Btu/hr-sf-F
Total R -Value:
1 / 0.061 =
16.3.0 hr-sf-F/Btu
CONSTRUCTION ASSEMBLY Page 16 3R
Project Title.......... Kelly Residence Date..09/16/99 16:34:25
.MICROPAS5 v5.00 File -99438 Wth-CTZ15S92 Program -FORM 3R
User#-MP2093 User -Accurate Energy Run -Compliance Documentation
Parallel Path Method
Reference Name . W.19.ATTIC
Description .... Wall R-19 Attic Wall
Type ............ Wall
R -Value ........ 19 Hr-sf-F/Btu
Framing
Material ..... FIR.2X6
Type ......... Wood
Description .,. 2x6 fir
Spacing ...... 16 -inches on center
Framing Frac.. 0.15
once i1 vi i.i u�.0 lull A�,M0=LL w lY
t
LIST
OF CONSTRUCTION COMPONENTS
Material
Cavity
Frame
Name`. Description
R -Value
R -Value
O.
FILM.EX Exterior air film: winter value
0.17
0.17
lc.
BATT.RI9.0 R-19 batt insul (cavity > 5.'5 in)
1-9.00
--
lf.
FIR.2X6 2x6 fir
--
5.45
2.
GYP.0.50 0.50 in gypsum or plaster board
0.45
_0.45
I.
FILM.IN.WLL Inside air film: heat -sideways.
0.68
0.68
Total Unadjusted R -Values
20.30
6.74
FRAMING
ADJUSTMENT CALCULATION
Cavity Framing
Total
U -Value:
(1 / 20.30.,x 01.85) + (1 / 6.74 x 0.15) =
0.064 %Btu/hr-sf-F
Total
R -Value: 1 / 0.064 =
i5.60 hr-sf-F/Btu
a
CONSTRUCTION ASSEMBLY Page 17 3R
Project Title.......... Kelly ,Residence Date..09/16/99 16:34:25
MICROPAS5 v5.00 File -99438 Wth-CTZ15S92 Program -FORM 3R
User#-MP2093 User -Accurate Energy Run -Compliance Documentation
Parallel Path Method
Reference Name . GARAGE DOOR
Description Garage Solid Wood Door
Type Door
R -Value ........ 0•Hr-sf-F/Btu
{
Framing
Material .... .-NO.FRAME
Type None
Description .. no framing
Spacing ...... O'inches on center
Framing Frac.. 0.00
Sketch of Construction Assembly
LIST
OF CONSTRUCTION COMPONENTS
5 '
{
1
Material
Cavity
Frame
Name- Description-
R -Value
R -Value
0.
FILM.IN•.WLL Inside air film: heat sideways
0.68
0.68
1.
WOOD DOUGFIR Wood Douglas Fir
1.73
1.73
I.
FILM.IN.WLL Inside air film: heat sideways
0.68
0.68
'Total Unadjusted R -Values
3.09
3.09
•
FRAMING ADJUSTMENT CALCULATION
Cavity Framing Total
U -Value: (1 / 3.09 x 1.00) + (1 / 3.09 x 0.00) = 0.324 Btu/hr-sf-F,
Total R -Value: 1•/ 0.324 = 3.09 hr-sf-F/Btu
5 '
{
1
CONSTRUCTION ASSEMBLY
,
Page 18
3R
Project Title..........
Kelly Residence
Date..09/16/99
16:34:25
MICROPAS5 v5.00 File -99438. Wth-CTZ15S92 Program -FORM 3R
User#-MP2093 User -Accurate Energy Run -Compliance Documentation
Parallel Path Method
Reference Name R.38.VAULT.
Description .... Roof R-38 2x4 24oc
Type ........... Roof
R -Value ........ 38 Hr-sf-F/Btu
Framing
Material ..... FIR.2X4
Type ......... Wood
Description .. 2x4 fir
Spacing ...... 24 inches on center•
Framing Frac.. 0.07
Sketch of Construction Assembly
4
.LIST
OF CONSTRUCTION'COMPONENTS
Material
Cavity Frame
Name
Description'.
R -Value R -Value
O.
FILM.EX
Exterior air film: winter value
0.17
0.17
1.
SHNGL.ASPHLT
Asphault shingle roofing
0.44
0.44
2.
BLDG.PAPER
Building paper (felt)
0.06
0.06
3.
PLY.0.50
0.50 in plywood
0.62 .0.62
4c.
1
AIR.RF.1.00
1.00.in (approx) air space: heat flow up
0.76
--
4f:
FIR.2X4
2x4 fir
--
3.46
5c.
BATT.R38.0
R-38 batt insul (cavity > 11.25 in)
38.00
--
6.
GYP.0.50
0.50 in gypsum or plaster board
0.45
0.45
I.
FILM.IN.RF
Inside air film: heat flow straight up
0.61.
0.61
Total Unadjusted R -Values
41.11
5.82
FRAMING ADJUSTMENT
CALCULATION
Cavity Framing Total
U -Value.: (1 / 41.11
x 0.93) + (1 / 5.82 x 0.07) _ *0.035
Btu/hr-sf-F
Total R -Value:
1 / 0.035 = 28.85
hr-sf-F/Btu
CONSTRUCTION ASSEMBLY Page 19 3R
Project Title.......... Kelly Residence Date..09/16/99 16:34:25
.MICROPAS5 v5.00 File -99438 Wth-CTZ15S92 Program -FORM 3R
User#-MP2093 User -Accurate Energy Run -Compliance Documentation
Parallel Path Method
:w
Reference Name . R.19.2X8.24
Description .... Roof R-19 2x8 24oc
Type ...... .. Roof
R -Value ......... 19 Hr-sf-F/Btu
Framing
Material ..... FIR.2X8
Type ......... Wood,
Description .. 2x8 fir
Spacing ...... 24 inches on center
Framing Frac.. .0.07
JrIt'-U .:11 UL 1.U115ULLIUU-Lull ii55CllLU1y
LIST
OF CONSTRUCTION COMPONENTS
Material
Cavity
Frame
Name
Description
R -Value
R -Value
O.
FILM.EX
Exterior air film: winter value
0.17
0.17
1.
SHNGL.ASPHLT
Asphault shingle roofing
0.44
0.44
2.
BLDG.PAPER
Building paper -(felt)
0.06
0.06
3.
PLY.0.50
0.50 in plywood
0.62
0.62
4c.
AIR.RF.0.75
0.75 in (approx) air space: heat flow up
0.75
--
4f.
FIR.2X8
2x8 fir
--
7.18
5c.
BATT.RI9.0
R-19 batt insul (cavity >-5.5 in)
19.00
--
6.
GYP.0.50
0.50 in gypsum or plaster board
0.45
0.45
I.
FILM.IN.RF
Inside air film: heat flow straight up
0.61
0.61
Total Unadjusted R -Values
22.10
9.53
FRAMING ADJUSTMENT
CALCULATION
Cavity Framing Total
U -Value: (1 / 22:10
x 0.93) + (1 / 9.53 x 0.07) = 0.049
Btu/hr-sf-F
Total R -Value:
1 / 0.049 = 20.23
hr-sf-F/Btu
CONSTRUCTION ASSEMBLY Page 20 3R
Project Title.......... Kelly Residence Date..09/16/99 16:34:25
MICROPAS5 v5.00 File -99438 Wth-CTZ15S92 Program -FORM 3R
User#-MP2093 User -Accurate -Energy Run -Compliance Documentation
Sketch of Construction Assembly
Parallel Path Method
Reference Name R.3.8.2X12.24
Description .... Roof R-38 2x12 24oc
Type Roof
R -Value ........ 38,Hr-sf-F/Btu
Framing
Material ..... FIR.2X12
Type .......... Wood
Description .. 2x12 fir
Spacing ....... 24 inches on center
Framing Frac.. 0.07
LIST OF CONSTRUCTION COMPONENTS
Material.
NTA ma Tlaczrri nt- i nn
Cavity Frame.
R -Value R -Value
O.
FILM.EX
Exterior air film: winter value
0.17
0.17
1.
SHNGL.ASPHLT
Asphault shingle roofing
0.44
0.44
2.
BLDG.PAPER
Building paper (felt)
0.06
0.06
3.
PLY.0.50
0.50 in plywood
0.62
0.62
4c.
AIR.RF.3.50
3.5 in & greater air space: heat flow up
0.80
--
4f.
FIR.2X12
2x12 fir
--
11.14
5c.
BATT.R38.0
R-38 batt insul (cavity > 11.25 in)
38.00
--
6.
GYP.0.50
0.50 in gypsum or plaster board
0.45
0.45
I.
FILM.IN.RF
Inside air film: heat flow straight up
0.61
0.61
Total Unadjusted R -Values
41.15
13.49
FRAMING ADJUSTMENT
CALCULATION
Cavity Framing' Total
U -Value: (1'/ 41.15
x 0.93)-+ (1 / .13.49 x 0.07)'= 0.028
Btu/hr-sf-F
Total R -Value:.
1 / 0.028 = 35.98
hr-sf-F/Btu
HVAC -SIZING Page 21 HVAC
Project Title.......... Kelly Residence Date..09/16/99 16:34:25
Project Address........ 78-411 Talking Rock Turn *******
La Quinta, California *v5.00*
Documentation Author... Todd Ferris
Accurate Energy
9339 Matador Way
Sacramento, CA 95826
916-368-8666
Climate Zone........... 15'
Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc.
Building Permit
P an C ec Date
Field Check/ Date
MICROPAS5 v5.00 File -99438 Wth-CTZ15S92 Program-HVAC,SIZING
User#-MP2093 User -Accurate Energy Run -Compliance Documentation
GENERAL INFORMATION
Floor Area .................
Volume .....................
Front Orientation..........
Sizing Location............
Latitude ...................
Winter Outside Design......
Winter Inside Design.......
Summer Outside Design......
Summer Inside Design.....,..
Summer Range ...............
Interior Shading Used......
Exterior Shading Used......
Overhang Shading Used......
Latent Load Fraction.......
Description
4790 sf
62469.5 cf
Front Facing
PALM DESERT
33.7 degrees
32 F
70 F
112 F
78 F
34 F
No
No
No
0.20
HEATING AND COOLING LOAD SUMMARY
317 deg (NW)
Heating Cooling
(Btuh) (Btuh)
Opaque Conduction and Solar......
31238
19304
Glazing Conduction ...............
19291
17260
Glazing Solar.'.......... .... ..
n/a
25012
Infiltration. .................
44609
29323
Internal Gain." ...................
n/a
3950
Ducts ............................
9514
9485
Sensible Load ..................... 104652 104334
Latent Load.. .................. n/a 20867
Minimum Total Load 104652 125201
Note: The loads shown are only one of the criteria affecting the selection
of HVAC equipment. Other relevant design factors such as air flow
requirements, outdoor design temperatures, coil sizing, availability of
equipment,,oversizing safety margin, .etc., must also be considered. It is
the HVAC designer's responsibility to consider all factors when selecting
the.HVAC equipment.
V�
BARR LUMBER TRUSS DIV. (760) 365-8 ' 408
54461 29 Palms Hwy - Fax: 365-3870
Yucca Valley,. CA. 92284
B A
R_ R L U M.
BARR LBR TRUSS
CL CERTIFIED INSPECTION IN STRICT TRU-SS DIVE
IS ACCORDANCE WITH U.B.C. 2311.6
PREFABRICATED'
Convenient Locations To Serve You NAME:el,14.
K
Rosemead San Bernardino JOB NAME:
(626) 288-0860 (909) 884-4744 ADDRESS
Twenty -Nine Palms Yucca Valley
(760) 367-7581 (760) 365-2357STORE
(760) 365-8408 TRUSS !'� Z
Long B each DATE:
(562)438-1124 Apple Valley CHECK BY
(760) 247-7204
ORNIA LUMBER INSPECTION SERVICE
SUPERVISORY FIELD INSPECTION REPORT
(:?.C. Inspector: DAVID LONG Date of Inspection 10/4/99
',icensed Plant: BARD LUMBER & TRUSS
54461 29 PALMS HWY
YUCCA VALLEY, CA 92284 Arrival 7:00 Departed 8:00
NON-SCHEDULED IN -PLANT WOOD TRUSS INSPECTION
�1.s per Uniform Building Codes Standards Sec. 2311.6 and Sec. 2343.7 in accordance with engineered plan
specifications.
Lumber Grade & Storage
Connector Plates
Workmanship,
Accuracy of wood cuts
Bearing of wood joints
Knots in plate area
Split limitation
Position of plates
Condition of plate teeth
Plate to Wood tolerance
In -Plant Handling & Storage
Bundling and Loading
Marking Legibility
Jig & Press Adequacy
In Accordance Non -Conforming
X ;
X
X
X
X
X
X
X
i X
X
X
X
X
General Appearance and Condition of Inventoried Trusses:
Excellent X Good Satisfactory Poor Not Acceptable
REMARKS: Only a few trusses in stock. Those that where there meet UBC standards.
CORPORATE HEADQUARTERS
P.O. Box 6989
San Jose, CA 95150
(408) 993-1633 FAX (408) 993-1642
� BRANCH OFFICES
Los Angeles
(714) 962-9994
Sacramento
Inspector Al Lytton
Coup—
Oregon
(514) 929-3337
HIP I'KG
Residence Ro
w: No Exception Taken=' 4/12
_ i
--- A�-------
Roof truss designer sop co rdinaie wi eWr- iife�u 1 plans
to provide non-struct rale menis" acfic accesse .
I 6RRFIGE This;eview is oilly for general conformance wi h theesign conce bYThe pr6j-ef a d general
com3'fia& ViTCi'& info anon given m he cc ntract acnm ti Ur M iments '�•-
made on the sho drawir s this re iew o not elieve ttul- co tr forp 1; th
g c � �m co lance
the requirements of the pans and specific tions App ova 6f a sp ci i 'item sh`a 1 n include,
approval of an assembly f v4W9 Lghe ite is a ompo V No attempt was made eview -
GUI=ST BIIRI&firm dimensions sho on the shop dr win . Co ensions to
96-,mfrrme&aafd correlated at the jobsite; 2) information that p� ins�to the fabrication
.
\\ HIP PKI'; oordinatiotyof
\\ manner. j
-----�� -� ginee
.s
— — — — — — — -�VAk�Gf�
1 Z--- �saetrG-al
-------- -5 484 9330-
----7112
----- -
---------
7 \
Ill P PKI; \\
HIP F'KG
\\\
`
I
il`
/
/
/ HIP
HIP
B1
PK G
i
112
su
Its ofKG
st
tural Rev'
F/12
Orn
en
HIP I'KG
Residence Ro
w: No Exception Taken=' 4/12
_ i
--- A�-------
Roof truss designer sop co rdinaie wi eWr- iife�u 1 plans
to provide non-struct rale menis" acfic accesse .
I 6RRFIGE This;eview is oilly for general conformance wi h theesign conce bYThe pr6j-ef a d general
com3'fia& ViTCi'& info anon given m he cc ntract acnm ti Ur M iments '�•-
made on the sho drawir s this re iew o not elieve ttul- co tr forp 1; th
g c � �m co lance
the requirements of the pans and specific tions App ova 6f a sp ci i 'item sh`a 1 n include,
approval of an assembly f v4W9 Lghe ite is a ompo V No attempt was made eview -
GUI=ST BIIRI&firm dimensions sho on the shop dr win . Co ensions to
96-,mfrrme&aafd correlated at the jobsite; 2) information that p� ins�to the fabrication
.
\\ HIP PKI'; oordinatiotyof
\\ manner. j
-----�� -� ginee
.s
— — — — — — — -�VAk�Gf�
1 Z--- �saetrG-al
-------- -5 484 9330-
----7112
----- -
---------
7 \
Ill P PKI; \\
HIP F'KG
\\\
can , m s, ec ques, seq a ion, 3)
he work ofall tra es; nd 4) performing all work in a safe and satisfactory
NIRS1E11 SUVE
John R./ hlert
treet
forma 94566
a1
,
\\ HIP PI:G /
7•---
----7112
--------
----�-----------
7 \
HIP F'KG
\\\
KELLY RESIMENCE
TRROITIONS C.C.
LR QUI NTR, CH.
a:
PITCH - -till
0 IN - •-0"
BFIRR TRUSS -DRI
54461 29 P RIMS HU14
YUCCR URI.LEY, CR.
768-:365-3-4118
768-:365-31178- -FFIH
job Name: TRADITIONS
Truss ID: A
2 Drwg; C099314207-001
8
0- 0- 0
63' - X-LCc REP= SIZE RD2'D
TC 2x4 EFL #2
Plating spec : ANSI/�IPI - 1995
----------LOAD CASE #1 LE4IGN ICADS ----------------
1 0- 1-12 1781 3.50 1.90
BC 2r6 LFL #1 & Btr.
'THIS MSICV IS THE CQ4PCiSI'IE REST. Z C&'
Dir
L.Plf L.Ioc
R.Plf
R.Loc L4'1L
2 21-10- 4 1781 3.50" 1.90"
I -EB 2x4 HF UraM
NLLTIPLE LCIAAD CASES.
TC Vert
60.0 0- 0- 0
60.0
8- 0- 0 .53
13
PLATE VALLES FLR ICBG RESEARCH RE= #1607.
HEARING, RIWIREMIS shD n are based ONLY
TL Vert
145.6 8- 0- 0
145.6
14- 0- 0 .53
F=TC FAM BND CSI
Ind for 10 PSF n=n-ocnan-r nt WTI .
c i the truss natexial at each bearing.
'IC Vert
60.0 14- 0- 0
60.0
22- 0- 0 .53
1 -3679 .15 .73 .88
2 -3835
Ferns nIt bracing is rnmirecl (by others) to
rctation/tq�pl' See HIB -91 and
Drainage must be provided to avoid paYlirrg.
PLA17M BASED CN GZEM IN LU4EER VALLES.
BC Vert
48.5 0- 0- 0
Me X.Loc
48.5
IL/M
22- 0- 0 .00
.20 .31 .51
3 -3843 .17 .20 .37
ppr�•�t
FfSI/rPI 1-1995; 10.3.4.5 arra 10.3.4.6.
.Type...
TC Vert
.
176.0 8- 0- 0
1.00
_
4 -3843 .17 .20 .37
TC Vert
154.0 8- 0- 0
.00
5 -3835 .20 .31 .51
TL Vit
176.0 14- 0- 0
1.00
6 -3679 .15 .73 .88
7C Vert
154.0 14- 0- 0
.00
BC FORCE AM EH) CSI
1 3428 .33 .64 .97
2 3444 .33 .35 .69
3 3604 .35 .09 .44
4 3603 .35 .09 .44
5 3499 .33 .35 .69
6 3428 .33 .64 .97
N® FLTYE CSI VM FClR E CSI
2-9 -248 .05 5-11 329 .33
2-10 188 .19 5-12 279 .28
3-10 279 .28 6-12 188 .19
`
3-11 329 .33 6-13 -248 .05
4-11 -421 .10
MN 11ET•1WrRTN (q.-nr)
LV999 1N 1%al 10-1.1 (LIVE)
4_I-13 3-10-.1
3-0-1) 3-0-0 3-10-3
4-1-13
IF -.13" D= -.19" T= -.32-
4-1-13 8-0-0
1
II -0-0 14-0-1) 17-10-3
-�
22-0-0
-= Joint I ccatiaLs =--
1
0- 0- 0
8
0- 0- 0
2
4- 1-13
9
4- 1-13
3
8- 0- 0
10
8- 0- 0
4
11- 0- 0
11
11- 0- 0
5
14- 0- 0
12
14- 0- 0
6
17-10- 3
13
17-10- 3
7
22- 0- 0
14
22- 0-. 0
1
3-4-0
5-6
D-841
1 2 3 4 '5 6 7
4 00 330# 330# -47001
22-0-0 I
x v 10 11 12 13 14
4-1-13, 3=10-3 3-0-0' 3-0-0 3-10-3� 4-1-13
4-1-13 8-0-0 II -0-0 14-0-0 17-10-3 22-0-0
ToQ�OFESS/pyq
®
3 4-0
SHIT'
I0 -g-01
�FQ� M.Fss`F�
Q 'ern.
WC: SB -024
045982 :30
This dcsign is for:nr individlLd building compuueut. It has been based ou specifications provided by the cwmponeru mmufacntrer and done in
A' xp.12/31/02
M F
STQTFOF 2
11/10/99
Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or Scale: 7/32" - 1'
H"(16 ga.), positioned per Joint Report. Circled plates and false
frame Plates are Positioned as shown above.
®
WARNING Read all notes on this sheet and ;rifle a cony of it to the Erecting Contractor.
TBF: 62.7
WC: SB -024
This dcsign is for:nr individlLd building compuueut. It has been based ou specifications provided by the cwmponeru mmufacntrer and done in
Chk: BG
Custcmter Names
❑ecurd ice with the current versions uf'T H oud ALTA dcsign simuLuds. No respousibility is assumed for dimensiotul accuracy. Dimensions are to be
lsiliep�plobi
BARB LUMBER
verified by the commmponent ufacnucr:uld/ur building designer prior w L`abricatiuu. The buildhig designer Shull ascerlahr that the Inds utilized on
design the loading imposed by lued building is
Degnr: BG #LC = 2
KELLY
TC Live 16.0 pef
DurFace L=1.25 P=1.25
this meet or exceed the coda It assumed dt:u the top chord is Literally braced by the roof or floor
®Yucca Valley
ing and the bottom chord is laterdly braced by a rigid sheathing mwerLd directly atuached, unless otherwise noted. aracbrg shown is for laterad
of components members only u) reduce buckling length. This component shcdl not he lAiced in any euviroumcut that will cause tilt moisture
TC Dead 14.0 pef
Rep Mr Bnd 1.00
(RFL)
'I'Hllti\V.\I. SYSI'f:MS
umlcm of the wood exceed 197 ::d/or cause cunncclor I'Lde corrosion. I :abricow, lundle, insudl and brace this Miss hr accord uce with the followhig
sudtd:ards: "IRU\CUM MANUAL', by Trusw:d, '(111ALITY CONTROL S'T'ANDARD FOR MIA'AL. PLAIT' CONNGCI'IA) WOOD TRUSSES' -
BC Live .0 e f
P
O. C. S ae 2- '0- 0
P ing
4445 Norlhparl Ur., Colo 3priugs, CO g0907
(()S'I'-uu), 'IIANDI..ING INS'1�1L1.ING AND BRACING ME I'AI. I'LA'I'I? CONNIsCI'IiD \VOOD'IRUSSES' - (1118-91) aud'1118-91 SUMMARY
BC Dead 10.0 pof
Design Spec UBC -97
SIII:I'f' by TPI. The'fntss I'Late Insliuuc (TH) is located w 5S3 D'Ouufriu Drive, Madison, Wisconsin 53719. The Americ:ur Forest:md Paper
l�fl Ratio: It/240 7L: L/290
Tp5. 0 Version 06.05.99
AsuKLdiun (APPA) is Incased :d 1350 ('unncciicut Ave, NW, Sic 21x), Washingimi, DC 2(x)30.
TOTAL 40.0 pef
ob Namei'TRADITIONS.
Truss ID: Al : 2 Drw :
Ka-'X-t.CC RV= SIZE RFl2'D
TC 2x4 LFL #2
Plating spec : ANSI/'IPI - 1995
1 0- 1-12 880 3.50 1.50
Er 2x4 EFL #2
THIS LESIIN IS THE CavSMrrE FES= CP
2 21-10- 4 880 3.50" 1.50"
4FB 2x4 HF UIZIdTY
r BARB LUMBER
1 iLAPLE maD CP.SES.
BG #LC - 2
SLUER 2x4 EFL #2
TC Live 16.0 pef
EEARIM SIS slrxm are based ONLY
TC_ _FCI�E. A?7. all), CSI
'
PI.IJE VAIM FFR ICSO REMkPC I REKRT #1607.
cis the truss naterial at each bearing.
1 =261 .00 .32 .32
Drainage must be prvvid d
to avoid pa-ilirg.
Toaded for 10 PSF rrn-ea-rcanrre nt SZi .
2 -1736 .03 .32' .36
TC Dead 14.0 pef
Rep Mr Bnd 1.15
FLA= SASED CN GEEN IL142R VAILES.
3 -1410 .03 .32 .35
BC Live . 0 o f
p
O.C. ae
Sp ing 2' 0- 0
_
4 =1270 .02 .14 .16
BC Dead 10.0 pef'
Design Spec UBC -97
'
Tp5 : 0 Version 06.05.99
5 -1270 .02 .14 .16
hrfl Ratio: L/240 TC': Lt/240
6 -1410 .03 .32 .36
TOTAL 40.0 pef
7 -1736 .03 .32 .36
8 -251 .00 .32 .32
BC FCFC2 AM EN) CSI
ri
1 1605 .28 .20 .48
1602 .28 .10 .38
3 1251 .23 .09 .31
-
4 1251 .23 .09 .31
5 1602 .28 .10 .38
6 16(15 .28 .20 .48
4',EB F= CSI V EB FCFSE CSI
2-9 88 .09 5-12 235 .24
2-10-329 .22 6-12 -329 .22
3-10 235 .24 6-13 88 .09
3-11 -80 .03 SILEL -1535 .24
4-11 111 .11 SLEM -1535 .24
5-11 -80 '.03
5-0-0
5-0-0 I 7-0_0----, 5-0-1)
5-0-0Ill-ll-11
17-0-0 22-0-0
i>�rl (span)
14/9
L{/5 55 IN F1FI4 1 12-13 (LIVE)
11.041
2-11-11 10-04)
f3 t5
L= -.07" D= -.10" T= -.16"
I
2
4 6 71
--= Joint Tia -s.
1 0- 0- 0 8 0- 0- 0
4.00
-q,ppl
2 5- 0- 0 9 5- 0- 0
3 10- 0- 0 10 10- 0- 0
4 11- 0- 0 11 11- 0- 0
5 12- 0- 0 12 12- 0- 0
6 17- 0- 0 13 17- 0- 0
7 22- 0- 0 14 22- 0- 0
4-0-0
l3
3.5-5
Io -8-o
1.5-3
4-K 4-8
3-(+
l
4-0-0
SHIP
0-8-0
1 22-0-0 `
N 9 III 11 12 13 14
5-0-0 5-0-(_ 1 7-0-0 5 -0 -per
5-0-0 10-041 17-0-0 22-0-0
o/OF ESS/pNq'%S
y�.• MFss9Fy
AC45982 M
Exp. 12/31/02
7p C� 1
SOF �AL�Fi
11/10/99
Truswal Systems Plates are 20 ga. unless shown by "1811(18 ga.) or Scale: 7/3211 = 11
"H"(16 ga.), positioned per Joint Report. Circled plates and false
frame plates are Positioned as shown above.
WARNING Read all notes on this sheet and give a copv 1)f it to the Erecting Contractor.
TBF: 62.7•
WO: SB -024
This design is for all individual building component, It Ic1s been based on specifications provided by the component (ren ufacmrcr and dune in
Qyg: B(;
Cust®ter Name:
nccnrd:ance with the current versions of Tl'I and APPA design s(:ntdards. No responsibility is assumed for dimensional accuracy. Dimensions are to be
r BARB LUMBER
verified by the component rnanufacmrer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized oilDsgnr;
design loading imposed
BG #LC - 2
KELLY
TC Live 16.0 pef
DurFace L=1.25 P=1.25
this meet or exceed the by the local building code. It is assumed than the top chord is blerally braced by the roofor floor
bosom
®r
� lll'l'a Valley
sheathing and the chord is Laterally braced by a rigid sheathing Internal directly attached, unless otherwise noted. Bracing shown is for L'terd
suppon of components members only u: reduce buckling lengln. This component shall not be placed in any environment (hal will cause the moisture
TC Dead 14.0 pef
Rep Mr Bnd 1.15
(RFL)
Tnuti:YAl till f,.,
aaJs ::..nf�p:,rk car., a:,,l.� Spring>, CO xo5u7
content of the waned exceed 191, :rad/car c:wse connector plate corrueioa - P: bricae, (candle, install and brace this mass in accordance with the following
vlanaLods:'IRUSCOM MANUAL', b lausw:d,' It1
)' � � (! -r I.I'I'Y CU N'I'KOI. S'I'ANUAItU Pult METAL VLATE CUNNICI'I'iD WUOD 'I'KI.ISS13' -
BC Live . 0 o f
p
O.C. ae
Sp ing 2' 0- 0
((1ST-itx), '1IANDUN(l INSTALLING AND BRACING METAL HATE CONNBCI'171) WOOD TRUSSES' - (1110.91) and '1110.91 SUMMARY
BC Dead 10.0 pef'
Design Spec UBC -97
'
Tp5 : 0 Version 06.05.99
Sl 1171:1- by'r111. The'rnnss I'Lte Institute ('1131) is located in 583 D'Onofriu Drive, Madison, Wisconsin 53719. The American Forest and paper
.-W-ci tion (APPA) is located at 1250 Connecticut Ave, NW, Ste 21X1, Washington, DC 2(x)36;.
hrfl Ratio: L/240 TC': Lt/240
TOTAL 40.0 pef
=r
ob Name: TRADITIONS
'
Truss ID: A2 5 Drw :
BM" X- COC RFACP SIZE FEQ'D 71C
2x4 EFL #2
Plating spa : ANSI/IPI - 1995
1 0- 1-12 880 3.50" 1.50 B_
2x4 EFL #2
THIS MIIN IS Tf•E CUVEMME RESLILT OF
2 21-10- 4 880 3.501 "1.50" Pi1B
2x4 HF UPILTIY
14XnPLE LOAD CPSES.
SLI7;EI2
2x4 DFL c #2
BEARIM R[WEUPWIS sIxmn are lased ONLY
TIC FORE AYL BND GSI R -;a
, VALLES FER IC90 RESEPRai MCRr #1607.
ai U -B truss naterial at each bearmg.
1-420 .00 .21 .22 PLATA];
BASED CN GEM LUSER VALLES.
Loaded for 10 PSF ncn-ocnaa -ert TrT7
2 -1687 .04 .21 .25
SHIP
3 -1372 .63 .33 .37
`
4 -1372 .03 .33 .37
�34.5-5
I0
5 -1687 .04 .21 .25
��QQJ
(D �
6 -420 .00 .21 .22
-8-U1
)3r FORE ;-,`l. HZ CSI
LU Q ON
1 1571 .19 .61 .80
2 1571 .19 .61 .80
VEP FCFfE CSI V03 FMCS CSI
-
2-7 -336 .27 SUM -1326 .23
3-7 460 .47 SLUR -1.326 .23
4-7 ' -336 .27
P1ax_Tr�Li CN (s�7)
22-0-0
1,/999 Tn DET -1 7-8 . (LIVE)
sT CW -
AlFOFCA\-% F
IF -.12" D= -.17" T= -.29" ,
6 7 8
IIII1111 II -04)
Joint T-t-iahs =_
t
11-04) 22-0-0
1 0- 0- 0 5 22- 0- 0
2 5- 6- 0 6 0- 0- 0 5-65-6-0 5-6-0 1 5-6-0 5-6-111
3 • 1- 6- 0 7 22. 0- 0 5-6-1) 11-0-I1 16-6-0 22-0-0
4 166 o
- - 0 8 • .._ 0- 0
11-0-0 I 11-0-0
1 22 3 4 .5
4 1
4.00 n
'
3-5
I 1.5-3
1.5-3
I "
4-4-0
>
4 4 0
3-4
3.5-5 4 3-4
SHIP
s:; MES's9F?r��
1 D-8-0
�34.5-5
I0
��QQJ
(D �
-8-U1
LU Q ON
5-7
-
1 0 5982 77
Ex 12;31/02 �t
22-0-0
sT CW -
AlFOFCA\-% F
6 7 8
IIII1111 II -04)
t
11-04) 22-0-0
11/10/99
Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or
Scale: 7/32" = 1'
1114"(16 ga.), positioned per Joint Report. Circled plates and false
`
frame plates are Positioned as shown above.
WARNING Rend all notes oil this sheet and Five it colq of it to the Erecting Contractor.
TBF: 48.0
WO: SB -024
This design is for -.tri individted building component. It has been based oo specificstioos provided by the component imoutfacmrer:otd done hi
Chk: BG
Customer Name:
occord:mce with the cun-em versions of'1'111 :oil AFI'A design stwi&rds. No responsibility is assumed for dimensiond accomey. Dimensions are to be
BARB LUMBER
s`rified by the component tremoLtc(orer and/or building desigoer prior it) fabrication. The building designer sludi ascertain fluo the loads utilized on
design exceed the larding imposed by load building It is flim by
Dsgnr: BG
#LC - 2
KELLY
this meet or the code. assumed the top chord is Loerally braced the roof or floor
TC Live
16.0 psf
DurFacs L=1.25 P=1.25
® V uCca Valles'
she:ohiog :md the bo0om chord is L'uerdly braced by:t rigid sheathing nt:oci-W directly wi;iched, unless otherwise noted. Ortchtg shown is for Wend
soppon of components members only to reduce buckling length. This component sliAl not be placed iu :uty environment that will cause the moisture
TC Dead
14.0 psf
Rep Mbr Bnd 1.15
( RFL)
'I'Iitisu•:fit. sl'SI'r:518
contem of the wood exceed 197 mid/or cause connector pLoe corrasion. Fabricate, It:mdle, insedl :md bmce this moss hi accordance with the followhtg
'TRUSCOM -'QUALI'T'Y
BC Live
.0 sf
P
O.C. ae 2- 0- 0
SP j
444.i. :..nhparL Dr.. colo spring:, co on9w
standards: NIANUA1. , by Tivswal, CONTROL S'T'ANDARD FOR MIA'AL H -An'. CONNLCI'I?D WOOD'IRUSSLS' -
-n4
1
(Q."I'-tax), 'IIANDLINU INSTALLING AND BRACING A41"s'I'AI. I'LA'I'L• CONNIiCI'fiD WOOD'IRUSSfS' - (FIIIlJI) and'FIIIiJI SUMMARY
BC Dead
10.0 of
P
Desi Sec UBC -97
gn P
Slil' Fl- by TI'I. The Tntss I'Lue Instioue ('1111) is located at 583 D'Ooofrio Drive, Madison, Wisconsin 53719. The American Forest and paper
-TA)
Den Ratio: LV240 TC: W240
Tp5 . 0 Version 06.05.99
jAssockoiori (Al is locoed :a 1250 Couueuiew Ave, W, Sic 21M), Washington, DC 2(9)36. ITOTAL
40.0 pef
job Nafe: TRADITIONS
AY.L,
Truss ID: B :
2 Drw :
0-0-0
1 3219
BIG ' -X-1.00
REPLT
SIZE RM'D
IC
2x4 DFL #2 '
Plating spec : AMI/'IPI - 1995
----------MAD
CASE #1 EESIGI I ----------------
1
0- 1=12
1878
3.50" 2.00"
11- 6- 0
2xG rFL #2 4-6
'THIS EE9IGN IS TIE CCNFWrIE Rte` II.,T CF
Dir
L.Plf L.Lcc
R.Plf
R.Lcc 110L
2
22-10-w4
1878
3.50" 2.00"
EC
2,c4 EFL #2
P'LILTIPLE MAD CAMS.
_
'IC Vert
60.0 0- 0- 0
60.0
8- 0- 0 .53
.57
.25 .82
BARR LUMBER
lFB
2x4 HF urn=
BEPRIIC R112JI]IMIENM shorn are based a LY
'IC Vert
145.6 8- 0- 0
145.6
15- 0- 0 .53
'IC
FCiZC£ AM
HID
CSI
SLIER
2x4 EFL #2
ah the truss naterial at each bearirng.
TC Vit
60.0 15- 0- 0
60.0
23- 0- 0 .53
1
-357 .00
.78
.78
L. ibI x-
shear allonebles are per Iii -97.
ff-A E \ J23 PER ICED RESE UKH RZI' #1607.
BC Vert
48.5 0- 0- 0
48.5
23- 0- 0 .00
2
-3565 .13
.78
.92
Drainage nest be prvridad to avoid pc2mh g.
Tndad fcr 10 PSF rim-micurreht PACT .
.7jve...
The X.Lx
LL/'II,
3
-4019 .19
'
.68
.87 -
PLATl n BASED CN G2EFN UVEFR VPILL-3.
Parnanat- bracing is required (bar cthers) to
See HIB -91
'IC Vert
TC Vert
176.0 8- 0- 0
154.0 8- 0- 0
1.00
4
5
-3966 .17
-4237 .09
.12
.21
.28
.30
prevrs)t rotati&Vtc p irg. and
ANSI/TPI 1-1995; 10.3.4.5 and 10.3.4.6.
TL Vert
176.0 15- 0- 0
.00
1.00
6
-4237 .09
.21
.30
TL Vert
154.0 1.5- 0- 0
.00
7
-3966 .17
.12
.28
8
-4018 .19
.68
.87
9
-3565 :13
.78
.92
10
-357 .00
.78
.78
EC FCRCE
AY.L,
a1D GSI
10
0-0-0
1 3219
.57
.34 .91
2- 8- 0
3
2 3221
.57
.25 .82
4
8- 0- 0
3 3542
.68
.08 .76
11- 6- 0
14
4 3759
.66
.11 .77
15
15- 0- 0
5 3759
.66
.11 .77
17- 8- 0
8
6 3842
.68
.08 .76
9
23- 0- 0
7 3221
.57
.25 .82
BARR LUMBER
8 3219
.57
.34 .91
'
-
DurFace L=1.25 P-1.25
4EB FCE
CSI
l'>EB FCRCE
sheshhiog and the bottom chord is Literally braced by a rigid sheathing outicrLd directly attached, unless otherwise noted. Bracing shown is for laterad
'this
CSI
2-11 29
.03
6-15
273
.28
2-12 685
.70
.7-15
-134
.04
3-12 -159
.03
7-16
-159
.03
3-13 -134
.04
8-16
685
.70
4-13 273
.28
8-17
29
.03
4-14 559
.61
SLLRL -3322
.41
5-14 -551
.13
SLAM -3322
.41
6-14 555
.61
Ala . U:F=aa (e:tah)
LV959 DI M4 13-14 (LIVE)
IF -.14" D= -.20" 71- -.34"
=--== Joint T -t-iahs =---
1
0-0-0
10
0-0-0
2
2- 8- 0
11
2- 8- 0
3
5- 4- 0
12
5- 4- 0
4
8- 0- 0
13
8- 0- 0
5
11- 6- 0
14
11- 6- 0
6
15- 0- 0
15
15- 0- 0
7
17- 8- 0
16
17- 8- 0
8
20- 4- 0
17
20- 4- 0
9
23- 0- 0
18
23- 0- 0
2-8-0 22-8-1) 2-8-0 i 3-6-11 3-6-0 2-8-0 2-8-0 2-5-0
2-8-0 5-4-0 8-0o 11-6-0 15-0-0 17-8-0 20-4-0 23-0-0
8-0-0 1 7-0-1) t 8-0-11 1
1 2 3 4 5 6 7 8 9
1 4.00 330# 330# -4.001
T _
3-4-0 - -_
10 SHIT'
C
Io -8-01
W
fi
J 045982 D 7
>t Exp. 12/31/02 ft
IL /
I0 II 12 13 14 15 16 17 18
Slq��P'W\5n
2-8-0 2-8-(I 2-8-0 13-6-0 13-6-0 2 -8 -II 2-8-0 2-8-(I
2-8-0 5-4-0 8-0-0 11-6-0 15-0-0 17-8-0 20-4-0 23-0-0
11/10/99
Truswal Systems Plates are 20 ga. unless slhown by "18"(18 ga.) or
Scale: 7/32" = 1'
1I"(16 ga.), positioned per Joint Report. Circled plates and false
frame plates are Positioned as shown above.
WARNING Rend all notes on this street and give a cony of it to the Erecting Contractor..
TBF: 72.0
w0: SB -024
®
This desien is foram individual building component. It lets been based ou specilica ions provided by the component neuutfacturer and done in
Chk: BG
Cuatcater Name:
scord:o& with the currem versions of'I'h'I and AFI'A design semd:ods. , No responsibility is assumed for dimensional accuracy. Dimensions are to be
BARR LUMBER
verified by the componeut nmufacmrcr:md/or building desiguer prior to C,bricatioa. The building designer shall ascerwi i that the loads utilized oo
this drsigu the lading imposed b). local building h is:essumed flus braced by
Dsgnr: BG #LC = 2
KELLY
TC Live 16.0 paf
-
DurFace L=1.25 P-1.25
meet or exceed the code. the top chord is Literally the roof or flour
® Yucca Valley
sheshhiog and the bottom chord is Literally braced by a rigid sheathing outicrLd directly attached, unless otherwise noted. Bracing shown is for laterad
'this
supp"n of components members only to reduce bucklhhg Icugth. component slcdl nut be placed io any environment that will cause the moisture
TC Dead 14.0 paf
Rep Mbr Bnd 1.00
(RFL)
'I'xusw:xl.
comem of the wood exceed 197 and/or cause connector pLne corrosion. Fabricate, h:mdle, install and brace this truss hiaccord:mtx with the followhhg
BC Live .0 of
P
O. C. S ae 2- 0- 0
P �4'
sYSTr.. C
aaas ::nlpad• u�., c;a„ 51orb,g>. CO xnvo7
sc,nd.,rds: ' FRUSCOM MANUAL', by Tmscal, 'QI rALITY CONTROI. STANDARD FOR NI1'I'Al- PLATE CONNECI'I:D WOOD'rRUSSGs' -
h, , , ,
((,.'I'-xx), 'IL\NDLIN(i 1NS'I'ALLIN(i,WU 1SHACIN(i Ml3'I'AL �'Ln'I'Ii CO(\NGCI'IsD NOOD'I'RUssi'ss' - (11113-JQ:md'IIIS-91 SUMMARY
BC Dead 10.0 of
P
Desi Sec UBC -97
4n P
SI IIi1:l" by TI'I. 'I'hc Truss I'I:xc Institut. ('TI'I) is located ai 5x3 D'Ouofrio Drive, Madison, Wisconsin 53719. The Amerimm Forest :md Paper
Dan Ratio: L/240 TC: 1(/240
Tp5. 0 Version 06.05.99
Assoccniun (Al-'I'A) is loc:ued at 1250 Connecticut Ave, NW, Sic 2(X), W:,shingtou, DC 2(X)36.
TOTAL 40:0 psf
ob_Name TRADITIONS
Truss ID: B 1
2
Drw :
w0: SB -024
I X -SDC REACt SIZE REQ'D
TC 2x4 DFL #2
Plating spec : AMI/`IPI - 1995
Customer Name:
;,ccurd: icc with the current versions uf'T'1'1 ;rad NTA design scmdards. No responsibility is assumed for dimeosiomil accuracy. Dimensions are to be
1 0- 1-12 920 3.50" 1.50"
B2 2x4 DFL #2
THIS DSICN IS THE CCPIICSME RESLLT CF
vuiiied by the cunquarcot immif.morcr and/or building designer prior to iabricmion. The building designer sludl ascenaht dud the loads utilized on
his design the heading imposed
Dem : BG #LC = 2
ILLY
2 22-10- 4 920 3.50" 1.50"
I -ES 2x4 HF UTII,TIY
P' mPLE LOAD CASES.
meet or exceed by ilia local building coda. Ii is assumed duo the top chord is Laterally braced by the roof m• fluor
bonm
®YR Valle,
sh",ihing and the ochord is btcrlly braced by a rigid sheathing tmuet-Ld dirccdy attached, unless dlhenvise noted. Bracing shown is for Lateral
qr MT 2 2x4 DFL #2
BFARM M JIRMNIS shonnz are based QTLY
support of components members only m reduce buckling length. This component shill not be placed in any environment dial will catise the moisture
TC Dead 14.0 pef
Rep b1br Bnd 1.15 '
TC FCPLE AYL; END CSI,-
PLATE VALLES PER ICBG RESEARCH REFC I #1607.
ah the truss material at each bearing.
O.C. Spec ing 2- 0- 0
(QST -HK). -11ANDLING INSTALI.TNO AND BRACING MI I'AI. PLATE CONNECTED WOOD TROSSES' - (IBIs-91)and '11111-91 SUMMARY
'rhe'friss
1 =273 .'M .35 .35- -
Drairnge nest be pru ddBd to avoid pa-,dh-,3.
T cal -,`1 for 10 PSF non-oc rxuzant BOIL.
SIIIirr by,rvi. I'Ldc Institute ('I'I'I) is located ai 583 Wimo(rio Drive, Madison, Wisconsin 53719. The American Furcal and Paper
2 -1832 .C4 .35. .39
Assoccdioo (Al"PA) is hwaicd;u 1250 (molecticuNW
t Ave, W. Sic 2M, W:ishinglon, W:2tM)36.
PLA= BASED CN CREEN LJ14EER VALLES.
Ll_fl Ratio: Lt/240 T`: L4/290
3 -1523 .04 .33 .37
4 -1381 .02 .14 .17
5 -1381 .02 .14 .17
6 -1523 .04 .33 .37
7 -1833 .04 • .35' .39
8 -273 .00 .35 .35
BC FORCE AST, END CS.I '
1 1695 .30 ".21 .51
2 1691 .30 .10 .40
+
3 1398 .25 .09 .34
4 1399 .25 .09 .34
5 1691 .30 .10 .40
6 1695 .30 .21 .51
WEB FLYS CSI VEE F= CSI
2-9 85 .09 5-12 236 .24
2-10 -310 .21 6-12 -310 .21
3-10 236 .24 6-13 85 .09
3-11 -45 .02 SIM -1621 .25
4-11 47 .05 SUM -1621 .25
-45 .02
5-11-11
5-
5-11-11 3 -11 -II 11-15-0-05-11
, � �
S-
�
5-0-0
10-0-0 13-0-0 18-0-0
23-0-0
MAX Lgr..FrizQr
LV999-IN ME14 12-13 '(LIVE)
10-04)
I 3-11-11 I 10-0-0
Lr- -.07" D= -.11" '1--.18"
I 2
3 4 5 6
7
o-
Joint I -rials -
1 0- 0- 0 8 0- 0- 0
4-8
2 5- 0- 0 9 5- 0- 0
4-8 1.5-3
3 10- 0- 0 10 10-'0- 0
9 13- 6- 0 11 11- 6- 0
T
T
`
5 13- 0- 0 12 13- 0- 0
6 18- 0- 0 13 18- 0- 0
7 23- 0- 0 14 23- 0- 0
3.4
4110 3-4 34
D:�j34
3-4
4-U-0
3.6
3
6
SHIP
t
OQ�OFc g/0/y9
Jo -8-0
IU -s -O
MES
EEI
-
1.5-3
3-4 5-7 3-4 1.5-3
cc m m
045982 , X
A
23-0-0
k Exp. 12/31/02
8 0
111 12 13
-
d}CF
5-0-11
5 -0 -II 3 IIID 5-0-0
S-0_
o"
5-0-0
10-0-0 13-0-0 18-0-0
23-0-0
.11/10/99
Truswal Systems Plates are 20 ga. unless shown by "1811(18 ga.) or Scale: 7/32" - 1'
"H"(16 ga.), positioned per Joint Report. Circled plates and false
frame Plates are Positioned as shown above.
®
WARNING Rend all notes on orissheet and a cony of it to the Erecting Contractor.
TBF: 64.0
w0: SB -024
,,give
This design is for all individual boilding'c onpunent. It has been based on speeilicaidoas provided by the componeol tnuutBacmu'er and June iu
Chk: BG
Customer Name:
;,ccurd: icc with the current versions uf'T'1'1 ;rad NTA design scmdards. No responsibility is assumed for dimeosiomil accuracy. Dimensions are to be
BARR LUMBER
vuiiied by the cunquarcot immif.morcr and/or building designer prior to iabricmion. The building designer sludl ascenaht dud the loads utilized on
his design the heading imposed
Dem : BG #LC = 2
ILLY
TC Live 16.0 pef
DurFaee L=1.25 P=1.25
meet or exceed by ilia local building coda. Ii is assumed duo the top chord is Laterally braced by the roof m• fluor
bonm
®YR Valle,
sh",ihing and the ochord is btcrlly braced by a rigid sheathing tmuet-Ld dirccdy attached, unless dlhenvise noted. Bracing shown is for Lateral
support of components members only m reduce buckling length. This component shill not be placed in any environment dial will catise the moisture
TC Dead 14.0 pef
Rep b1br Bnd 1.15 '
ca
TR OS%%Al. Sl'SI'I:.%
4445 Nombpsrk Dr., a,h, Springs, cu 150907
nt
conteof the wood exceed I9% and/or cause connector pL•oc corrosion. Ftabricaie, luutdle, install and brace this mass ht accordance with the following
sumdards: 'TRUSCOiN1 MANUAL', by'1'raswal, 'QUALI'T'Y CONTROL STANDARD FOR morAL. N.An: CONNEC'111D Wool) 'I'RIISSES' -
BC Live .0 pef
O.C. Spec ing 2- 0- 0
(QST -HK). -11ANDLING INSTALI.TNO AND BRACING MI I'AI. PLATE CONNECTED WOOD TROSSES' - (IBIs-91)and '11111-91 SUMMARY
'rhe'friss
BC Dead 10.0 pef
Design Spec UBC -97
SIIIirr by,rvi. I'Ldc Institute ('I'I'I) is located ai 583 Wimo(rio Drive, Madison, Wisconsin 53719. The American Furcal and Paper
Tp5.0 Version 06.05.99
Assoccdioo (Al"PA) is hwaicd;u 1250 (molecticuNW
t Ave, W. Sic 2M, W:ishinglon, W:2tM)36.
TOTAL 40.0 pef
Ll_fl Ratio: Lt/240 T`: L4/290
job -Name: TRADITIONS
Truss ID: B2 13
Drw :
R37SIZE REQ 'D
TC 2x4 DFL, #2
Plating spec • AN3I/IPI - 1995
II-fi-I� 11-6-0
1 0- 1-12 r' 920, 3.50 1.50
BC 2x4 DFL #2
'THIS IESICN IS TIE CCMPCSIIE RESLLT OF
`
2 22-10- 4 920 3.50" 1.50"
IiEB 2x4 HF UITLXIY
h LITPLE LOAD CASES.
Truswal Systems Plates are 20
y ga. unless shown by "18"(18 ga.) or
` `t
SLII:FR 2x4 EFL #2
BFARIM RID2JIRE vEM shoanh are based CNLY
` 'IC ' FCFSE AXL'i END CSI
PLATE VALLES PM ICI37 RFSE kRal FE=#1607.
at the tniss material at each bearing.
WARNING /lead all notes on this sheet and a copy of It to the Erecting Contractor.
TBF: 53.3
` 1 X462, 001 .21 .21
P=r. BASH CN GUIN LU -FE 2 VALIES.
Leach l for 10 PSF rah-carurrart Dal
Qom: Bp
Customer Name:
2 -1781 .C4 .21 .25'
_
BARR LUMBER
heritied by the component m:nm8tcturer and/or building designer prior to fabrication. The building designer shall ascenahh that the loads utilized on
design loading imposed
Dag=: Ba #LC = 2
3 -1442 04 .36 .40
TC Live 16.0 psf
DurFacs , L=1.25 P=1.25
--
� ICY
®r
4 -1442 W. .36 .40
-
RF.w.1
suppon of compooculs members only to reduce buckling letgih. This component shall not be placed ill any environment that will cause the moisture
TC Dead 14.0 pef
5 -1781 .C4 .21 .25
TRIcouicnt
aaa.t r:onbparl Dr.. ::"L. springs, Co xuiu7
444.5 sv,v-SYsrr..
of the wood exceed 19% :md/or cause connector pLue corrosion. Fabricate, handle, install and brace this truss in accord:ace with the following
scmdards: "I'R1. SUUM MANIJAI. , by'I'rusw:d, 'QUALITY CUN'I'R(11. S'I'ANIhrRU FOR Mfr I'AI. I'1-A'fli C(JNNLCI'ISD WOOD'I'RIJSSIIS' -
BC Live 0 pef
O. C. Spacing 2- 0- 0
6 -462 .00 .21 .21
BC Dead 10.0 psf
Design'Spec UBC -97
SIIITT' by 'fl'I. The Truss Plate Institne ('I'I'I) is located a1593 D'Unofrio Drive, Madison, Wiscousin 53719. The American Forest and Paper
DC FLRM A:\L BND CSI
TP5. 0 Version 06.05.99
Assoccdiou (AFTA) is lucaied at 1250 Connecticut Avc, N\V; Sac 2(X), Woshiugiou, 1)(:2(X)16.
TOTAL 40.0 pef
1 1660 .20 .70 .90
2 1660 .20 .70 .90
-
VM FCFSE FiEB FCFSE CSI
_CSI
2-7 -363 .32 STEFU -1380 .26
3-7 489 .50 . SCIRR -1380 .26
4-7 -363 .32
I -AX LEFII7TICi`1 (span) '
14/999 IN h1Q,l 7-8 (LIVE) .
IF -.14" D= -.21" T= -.35"
r
= JoinLocatiah =
1 07-7-70 5 23- 0- 0
2 5- 9- 0 6 0- 0- 0
5-(15 -0
5-95 -O 5-9-0 5-9_-0--,
3 11- 6- 0 7 11- 6- 0
5-9-11
I I-6-11. 17-3-0 23-0-0
4 17- 3- 0 8 23- 0- 0
11-6-0
11-6-0
2
f3 4 5
F 4.00 --1
3-5
1.5-3
1:5-3
ESS/p4(9
4-6-i1
O QROF
t�
3-4
3 4 "
4-6-0
P�
ME
SS
3-4
3.5-5
3 3.5-5
SHIP
y
q�C2m
Io -8-0
III K
5-7
p
045982 X
p. 12/31 /02 A
CNI\- _..P
6 7
8
II-fi-I� 11-6-0
-6-II 23-0-0
`
11/10/99'
Truswal Systems Plates are 20
y ga. unless shown by "18"(18 ga.) or
Seale: .7/32" = 1'
"H"116 ga.),'.positioned per Joint Report. Circled plates and false
frame plates are Positioned as shown above.
WARNING /lead all notes on this sheet and a copy of It to the Erecting Contractor.
TBF: 53.3
WO: SB -024
,give
This design is for au iudividud building compoucm. It has becmbaxcd ou specifications provided by the component m:untf acturer will done o:
Qom: Bp
Customer Name:
accord:mce with the current versions of'1111 :md AFI'A design sumdards. No responsibility is assumed for dimcusiotul accuracy. Dimensions are to be
I'lu:athiogaud
BARR LUMBER
heritied by the component m:nm8tcturer and/or building designer prior to fabrication. The building designer shall ascenahh that the loads utilized on
design loading imposed
Dag=: Ba #LC = 2
KELLY
TC Live 16.0 psf
DurFacs , L=1.25 P=1.25
this meet or exceed the by the local building code. It is assumed that the top chord is laterally braced by the ruof or floor
� ICY
®r
the bottom chord is laterally braced by a rigid sheathing material directly :ladled, unless otherwise noted. Orachhg sho%m is for Lateral
RF.w.1
suppon of compooculs members only to reduce buckling letgih. This component shall not be placed ill any environment that will cause the moisture
TC Dead 14.0 pef
Rep Mbr Bnd 1.15
TRIcouicnt
aaa.t r:onbparl Dr.. ::"L. springs, Co xuiu7
444.5 sv,v-SYsrr..
of the wood exceed 19% :md/or cause connector pLue corrosion. Fabricate, handle, install and brace this truss in accord:ace with the following
scmdards: "I'R1. SUUM MANIJAI. , by'I'rusw:d, 'QUALITY CUN'I'R(11. S'I'ANIhrRU FOR Mfr I'AI. I'1-A'fli C(JNNLCI'ISD WOOD'I'RIJSSIIS' -
BC Live 0 pef
O. C. Spacing 2- 0- 0
(QST-kk),-HANDL.ING INSTAL.LIN(i AND BRACING MI'TAL PLATT: CONNIiCI'13) WOOD'I'RIJSSI?S' - (1118-91) aud'1118-91 SUMMARY
BC Dead 10.0 psf
Design'Spec UBC -97
SIIITT' by 'fl'I. The Truss Plate Institne ('I'I'I) is located a1593 D'Unofrio Drive, Madison, Wiscousin 53719. The American Forest and Paper
IJefl Fatio: 14/240 'IC: 14/240
TP5. 0 Version 06.05.99
Assoccdiou (AFTA) is lucaied at 1250 Connecticut Avc, N\V; Sac 2(X), Woshiugiou, 1)(:2(X)16.
TOTAL 40.0 pef
I�LUUI•114L'NDED cuNNli(:'1'lUN DL TAILS
THESE DETAILS .ARE INTENDED TO SHOW MINIMUM REQUIRED"CONNECTIONS RECOMMENDED
BY TRUSWAL SYSTEMS. THE DETAILS DO NOT REPLACE OR SUPERSEDE ANY DE'T'AILS
SPECIFIED BY A PROJECT ENGINEER OR ARCHITECT ON A PARTICULAR PROJECT, NOR
HAVE THEY BEEN ANALYZED FOR SEISMIC AND WIND FORCES ACTING 014 THE CONNEC-
TIONS FROM THE RESP014SE OF THE STRUCTURE TO SUCH LOADS. IT IS RECOMMENDED
THAT THE APPROVAL OF THE PROJECT ENGINEER OR ARCHITECT BE OBTAINED BEFORE
USING THESE DETAILS. BEARING REQUIREMENTS SHOWN ON SPECIFIC TRUSS DESIG14S
MUST BE SATISFIED, INCLUDING CONNECTIONS FOR UPLIFT REACTIONS.
TRUSS CONNECTION TO EXTERIOR BEARING WALLS
TRUSSES @ 24" O.C. (TYP.)
BLOCKJA-A
CIOL
BLOCK ) - BLOCK fn) BLOCK —�
' BOT
TOP PLATESCHORD
A LI-STUDS @
16" 0.C. RUSS
(TYP.) ` SE
PROCEDURE:
1 TOE -NAIL BLOCK TO TRUSS WITH' 1-16d COM_MO14 ?JAIL.
2 PLACE NEXT TRUSS AGAINST BLOCK AND TOE-14AIL TRUSS
TO TOP PLATE WITH 2-16d COMMON NAILS.
3 END 14AIL THROUGH TRUSS INTO BLOCK WITH 1-16d C0"1?1014 NAIL.
4 PLACE 14EXT BLOCK AGAI14ST TRUSS A.ND REPEAT STEPS 1 THROUGH 3.
5 BLOCKS NiTiY BE ATTACHED TO TOP PLATE WITH SIMPSON A35F (OR EQUIP'.
FpkMING ANCHORS. SEE MANUFACTURER'S CATALOG FOR DETAILS L1�'D
SPECIFICATIONS.
TRUSS C014NECTION TO INTERIOR BEARING WALLS
�1 'Y.' BRACING��
Or TRUSS OR
END VERTICAL RUN
THROUGH TO BE L.F._ NG .
I,,/ � , h1 Fri .` ,•
SALT L MUST BE AT HEIGHT SPECIFIED � DRAW!1`4%_3
� 5992 �
D 014 THE DESIGN DRA'v;_1Jv Or.
FUST BE SHINL*SED TO THE CORRECT HEIGHT.
USE 2-16d COl'UMON NAILS TOE -NAILED INTO THE TOP PLATE p. 1231,'02
THROUGH EACH TRUSS.
DIAGONAL 'X' BRACING IS REQUIRED AT ENDS OF THE BUILDING \' CM, FNP
(OR WALL) AND AT A YikX . 0 16' INTERVALS ALONG WALL.
'X' BRACING IS MIN.. 2x3 MATERIAL WITH 2'-Bd NAILS EACH END.
BLOCKING SIMILAR TO EXTERIOR WkLL DETAIL IS RECD YENDED.
TRUSS CONNECTION TO NON-BEARING PARTITION W'A.LLS
WALL PERI ENDICULAZ TO TRUSS
2 BOT CHORD
I
B2 X �---•-
TOP PLATE II
SECT. B
1-16d COMMON NAIL OR
SIM --SON STC (OR EQUIV.) TRUSS CLIP
FILE NO. CD -1
DATE: 9/10/92
REF.: DES. BY: L.M. CK. BY:
WALL PAR .LLSL TO TRUSS
�2}:4 FLOCKING
Z I BOT Cu
2X %f
SCAT. C
TOP PLATE) .
)�- 1-16d COMMON NAIL OR
24" O.C. SIMPSON STC (OR EQUIV.
(T='•) TRUSS CLIP
TRUSWAL
\VM,&r/ S nrE-S).
I -v
s
STRUCTURAL CALCULATIONS
Kelly Residence.
78-411 Talking Rock Turn
Lot 57, Tract 28470-2
La Quinta; California
Job No. 9H0102
Revision: 0
Date: September 17, 1999 .
Kelly Residence
78411 Talking Rock Turn, Lot 57; Tract 28470-2
La Quinta, California . Job Number 9H0102
JR Engineering
1332 Bordeaux Street
Pleasanton, California 94566
(925) 484_9330 (x9340 Fax) Page
Structural Calculation
Index
DesignCriteria......................................................2
LoadingSchedule.................................................3
Reduced Key Plans..............................................4
FramingDesign .............. ...... .......... ..0000- .......... ....
8
SteelFraming Design...........................................12
LateralAnalysis...................................................18
Spread Foundation Design..................................28
Soils Report Recommendations.... ... ..... oes-o—oo...29
P
Kelly Residence JR Engin1332 Bordeaux Street
78-411 Talldng Rock,Tum, Lot 57, Tract 28470-2 Pleasanton, California 94566
La Quinta, California Job Number 9H0102 (925) 484-9330 (x9340 Fax) Pae I
JREhlert@Home.com
Page
R`............................................................
.......................................... ......................................
Codes:
Ula hyy.,�t
..............................................................................;:: ;;;::::::�i: ` .
t
Material:
.. _- ,
Wood:
0
nsmaller:
2x a d
4x and larger:
>II r> ;
.Qty .. °.: :::.%.._:n
Glu Lams: ' .
Per A.I.T.C. 117-82
".
r
,
Fb:"
xx
Concrete: ,'
F'c:
.:;,:::;.:,;::>.:;:;:::.:,<:.:;.;::<;;;;;<::>::::»::::::»>::
used<f' tten<>><>
....
#4'and smaller:
><»>>``
#5 and larger: ............................................................
I````Reinforcing,"
f..<»»Steel: > ...`.>. ,
....
Soils Criteria:
r,
F
-
ry
undation:.
'
Soil Repo
> »''«'_< > >�>NF ><>
Basis f Nv & Na`
Bass o
_ •.i
..f w......
::.::..:.;:.::::.::.::.;
Type System:
Slab on Grade with Concrete Footings and Pads
Min Embedment:
<' (inches)
Bearin DL+LL :t3
9 ( ),
............. (PSF)
r,
r
Bearing (Total): a
`> (PSF)
].
1997 UBC Seismic
Load Factors '
"
Soil Profile Type:
YP
Seismic Zone: ;
Seismic Source Type: >�>>>'><»>><:..
Importance Factor:
Distance to Fault (km):
•k
R Factor.
JR Engineering
Keay Residence
,
1332 Bordeaux Street
I
78-411 Talking RockTurn, Lot 57, Tract 28470-2
Pleasanton, California 94566
La Quinta, California Job Number 9H0102(925)
484-9330 (x9340 Fax) s
page 2
JREhlert@Home.com
loom.. .. 1 ...............::::::.:::::::::::::.::::................:::::.:.::::::.......................::.:::
Roof:
(Pitch:
4:12)
S -Tile
12.6
PSF
2 Lrs 30# Felt
0.6
PSF
1%2in Plywood
1.6
PSF
Trusses @24
2.1 '
PSF
DEAD LOAD '€ PSF
LIVE LOAD < $Xl. PSF
TOTAL LOAD illi PSF
ROOF w/ Vaulted Ceilin
S -Tile
12.6
PSF
2 Lrs 30# Felt
0.6
PSF
1/2in Plywood
1.6
PSF
Trusses @24
2.1
PSF .
R30 Insulation
1.9
PSF
5/8in Gyp Bd
3.3
PSF
DEAD LOAD_ PSF
LIVE LOAD >>»"(>ts PSF
..........................
TOTAL LOAD <'y38 PSF
Seismic Load: (Zone 4
See Lateral Analysis for UBC Section
1630.2 Seismic Load Calculations
Wind: 70 mph Exposure C
p = Ce*Cq*qs
<15'p = 1.06*1.3*12.6 = 17.4 PSF
<25'p = 1.19*1.3*12.6 = 19.5 PSF
<35'p = 1.27*1.3*12.6 = 20.8 PSF
Ceiling:
2x8 CJs @24 1.3 PSF
R30 Insulation 1.6 PSF
5/8in Gyp Bd 3.1 PSF
DEAD LOAD
LIVE LOAD .
TOTAL LOAD
Exterior Walls:
7/8in Stucco
2x6 Studs @ 16
Plates/Blockng
R19 Insulation
5/8in Gyp Bd
3/8in Plywood
2 layers Wrap
DEAD LOAD
10.0 PSF
1.6 PSF
1.1 PSF
1.1 PSF
3.1 PSF
1.2 PSF
0.3 PSF
'+ PSF
Interior Walls:
(2) 5/8in GypBd 6.3 PSF
2x6 Studs @16 1.6 PSF
Plates/Blockng 1.1 PSF
..........................
..........................
DEAD LOAD £) PSF
w
Kelly Residence JR Engineering
1332 Bordeaux Street
78-411 Talldng Rock Turn, Lot 57, Tract 28470-2 Pleasanton California 94566
La Quinta, California Job Number 9H0102 (925) 484-9330 (x9340 Fax) Page
JREhlert@Home.com
PSF
::>::: :
>::......I#3.P
SF
««#
PSF
10.0 PSF
1.6 PSF
1.1 PSF
1.1 PSF
3.1 PSF
1.2 PSF
0.3 PSF
'+ PSF
Interior Walls:
(2) 5/8in GypBd 6.3 PSF
2x6 Studs @16 1.6 PSF
Plates/Blockng 1.1 PSF
..........................
..........................
DEAD LOAD £) PSF
w
Kelly Residence JR Engineering
1332 Bordeaux Street
78-411 Talldng Rock Turn, Lot 57, Tract 28470-2 Pleasanton California 94566
La Quinta, California Job Number 9H0102 (925) 484-9330 (x9340 Fax) Page
JREhlert@Home.com
PLAN SCALE 3/16" = 1'-0" Kef
8 BCF�DiAF ltix,1e °"��� Finan
m m 1
a u�m�N hui ms w -
Via• N
rIn"r I ( '/'
_ ale t+�1 '��
1\ _ N_ AM-
V,
M- b d
\ oaa �' ly1 �maa. s«erten W
_ I �` � � ��-- I� , .. ..1; ," 4aw+.emH 00 V1
t �
ws e., m «• I I I I 111 _� 2 BTf{TP8 o p�
I
INNEDULE
jam' nv
`. •« 'jJ� ' n%. p A wa .. I
M4 _V I I i j ia�e�c`�mi°° "aw m ma was ma /
FH1 17�i ii v u a . u
/
Ell d
I1�I i omanse+. ��
0 ! '•-•� agoiv .wti� w rrso .rl / / ^' j• t �'�y VL�,37S e
1,
ki
cwarLtvwts¢lemyutu�r1e5�3rwsaar4� s t rives01
RIC
,wuq
(� I j�/�/•I o
1 1 i
■ ,�• n 4 Ta er�e��cau _
ctOor- anato�xi itian - ,.a.: e.....r ....�.. �•"~�"� � �.^.WEVAo
( `�' __ —� � N soar fs�wNo warns - enrr®rs «,• •.> 2 a: C)= r
T'� s� IW W-t YWel r�Mn. M .+4 ««�rw'u �iw.�M . f.r � ��01•� �yy� �. `G4, - I, + � ,y.�m. r Y cn�'i,i�«w« }�Y�N.t� 16w wu rH_ *M. w. V* uc a .I e4 r M I +aP . it OrL�� r o0ae M'
M .4 n•Y.«s«Nti«. u� � �'�
J fKfwM�W u«a }wdwTN wt a4 uM <e _a.v ^W Mnsre Okw/ �cNMbn
a •.oa«..1 m a ..� roe pi..« �. m unw ��••� � •�•`• ��•: ' e .°i_r.r .`��r •'s "r v.... tin r ..re..,�. ��re.a ti.a ... a e.. ,,. ww,�..W..... w mw.r�, e.� r 6 FAAMif1 AT 81531.
SVM.Mwwr«..f «P IRp.�n«+eilgm«re«.Sw+.tM �,bw� Mwti rlw yl b.bw« wewa-.bMw biyef b+�«I l�.'i4�Y. mil wwsw«e�bmM TO �r~V
o«e«._sW�• Ne•«w..,i c. m —+n « ar m w_+« . a ti.ar. ` .*gnu ..'�°w�"."'�. '..�`:.":.wr+e..m'°"„ °'°` ' .:a'a".es «+wi+ o.Ne'namil r.."'p'..y xa.rt "t` �` 7 e• 7
• f,.� �} .iii?ii:,Ii:;i:i;:;%:::::}::::i:::i:::
.YF::..;:>i:�:, ....... •....y,; ••.:: ii, ,....:.i::i:ii>l`:::::::::::i:: iiiiii:
..Z:1 .. £a 1i7.1J1.0:..........
................:.�:.....:.:..::.�i: ::::v:::::::::::::.i:iw;::::...
- ...... ................... .......... .................... ......: Tiii::v:v:i::i:i:iiii:iii;:;:;i:;i::iiiiiit:;:ii:;:j;:i+iiiv:;:j;:jv;i•iiiiiiii;'iii:4iiii:4i:^:•iii?::Ji:isiv:ii:<:iiiiiiiiiii:i:S?iiiiiii:viiii:^i
..........
ii:: •iii'ii;::..s..::::::.::.:::i::i::i::i::::i::......
.: :::::.......................................-
:::iiiiiiiiii.. ii:i:;i:i iii:<:::i:!ii:y:)::S:t:'):tt:::i iY::j«?:::ilii::::>:::::::)::::}::::i::::?::::iii::?::'r::::?iiiiiiiii:4i'?
i::i::i.i ii::iii';:i:::.»»:::::i:?....:ist::::;:::i::i::i::i::i::i::i::i:
... .......
.
is '
.. ..............
SPAN (ft): �S
10.0
`
UNIFORM LOADS: y
,
MIN RF TRIB (ft): • .. q
0.0
MAX RF TRIB (ft):,
8.0
`
ROOF DL s
22.2
ROOF LL (psf)i
20.0
`.
SELF WEIGHT (plo:
TOTAL W DL (#)i
628
TOTAL W LL (#):
566
.
TOTAL w DL (plf):
0.0
TOTAL w LL (plf): ;
0.0 r
• �
{l: .
.
POINT LOAD P1: FROM>
DEAD LOAD (#):
0
r
LIVE LOAD
TOTAL LOAD (#):
0
r
DIST R1 TO P1 (ft):
0.0
Lt
^ REACTIONS / FORCES:
'e
R1: DL(#):
419
'
LL #O:
377
796•
R2: DL(#):
209
-
LL(#): `'"
189
TL(#):
398
V max (#) =
796
M max (ft-#) _
1531
'
DURATION FACTOR:'
1.25
2 �?y
;X411$:::::::::::::::::::`' : ?:::' : ?;?:::::::::
:ii::i;:;:::i:<:::i::i::i:<:::>::i
i:.::.::.::.i::i::i::ii::i::::;i:.i:.;:.i::i::i::i::iii::i::i::i:::;:i::i::i::ii::::::::;::i::i::i::i::i::i::::i::i::i::i::i:i:;iii:.;".i:::iii;;:o:.;;;:.::::::.;:.;:.i:.i:.ii:.i:.i:....
::i::i::i::i::i::ii::ii::i::i::i::i::i::i>:::;::::;:
ii:•i:o
:::.ii:.;i:.;:.:;.i:.iii:.;i:.;:.;:.;:.i:.i:.i:.;:.;;:.i:.i:.i:.;:.i:.;:.i:.>:.i:.;:.;:.;i:.ii:.ii:.i:
::.::.i:.:::::.::.::.::.:::.::...;:.;:.;;:.;:.i:.;:;:;•::•;:.i:.i:.;:.;:.;;;:.i:.i:.;:.;:.i:.i:.i:.i:.i:.i:.i:.i:.i:.i:.i:.:
::i:i:::::::::::::::::::::::::::::::::::i::i::i::i::>::i::i::i::i::i:::i:::
»:'. : :13 <' >€:::>::::>::::»::::::::::>::::>::>::::>::::>::::»::::>::::>::::>::: «:>::::>::»»»::>:
«OK>>
.....................................................................................................................................
-
.
LI
fb (psi): ,
1119
w
fv (psi): -.
88
Defl LL(in): ,
0.16
Defl TL(in):
0.33
4'
Max Defl (In: 240/360
JR Enfineering
Kelly Residence
_
1332 Bordeaux Street
'
78411 Talking Rock Turn, Lot 57, Tract 28470-2
Pleasanton, California 94566 -
La Quinta, California 'Job Number 9HO102
(925) 484-9330 (x9340 Fax)
Page
g
T i -
JREblert@Home.com
(7.
_
I)
TOTAL DL (plo: 44.3 12.1 12.1
L
TOT LL w/RF (plo:.
32.0
20.0
20.0
TOT LL w/oRF (plf):
0.0 •
20.0
20.0
POINT LOAD P1: FROM>
i:::: ii::i:::':ri:i:::i:: ii iiiiiii i? iiii:'iii::i:::::i?i vi i i i:fiii:<Jiiiiiiiiiiiiii:`v:
{A,
..11✓t3s..1::......................:::..::.:.............:.......:..:..........
i:i:: v:ii:iiiiiiiiii::ii:'
iiiv<ii;i:•i:iiii;iiiiiiii}iii}:
V
0
SPAN (ft):
_ 12.0
13.0
16.0' _
UNIFORM LOADS:'
0
0
;
DIST TO P 1 (ft):
ROOF TRIB (ft):"
• 2.0
• 0.0
0.0
ROOF DL (psf)i" +
k
22.2
17.0
17.0
_
79
ROOF LL'(psfJi
16.0
16.0
16.Ot
CEILING TRM (ft): •
0.0
2.0
2.0'
R2: DL(#):
CEILING DL (psf):
6.0
6.0
6.0 ,
}
CEILING LL (psf):
10.0
10.0
10.0
209 _
FLOOR/DECK TRIB (ft):
0.0
0.0
0.0'r
.
' FLOOR/DECK DL (psf):
.-0.0,
0.0
0.0
DURATION FACTOR: '
FLOOR/DECK LL (psf):
0.0
0.0
0.0`•4
i
WALL TRIB (ft):: y'
0.0'
0.0
0.0'
WALL DL (psf)i G'
18.4
"18.4
'18.4
SELF WEIGHT (plf):
4.4
4.4
Q4
TOTAL DL (plo: 44.3 12.1 12.1
L
TOT LL w/RF (plo:.
32.0
20.0
20.0
TOT LL w/oRF (plf):
0.0 •
20.0
20.0
POINT LOAD P1: FROM>
DEAD LOAD (#):
0
0
0 ' �!
LIVE LOAD
TOTAL LOAD
0
0
0 ..
DIST TO P 1 (ft):
0.0
0.0
0.0 ' z
REACTIONS / FORCES:
RI DL(#):
266
_
79
97 s
192
458
209
257 s
R2: DL(#):
266
79
97
TL(#):
458
209 _
, 257
V max (#) =
407 7
193
235 t }.
M max (ft-#) =
1374
678. '
1027 ;
DURATION FACTOR: '
1.25.
1.00
1.00.
«OK» <<OK>> <<OK>> . �.
fb(psi .1004 1076 938
fv (psi): 45 35 32
Dell LL(in): ry ' 0.20 0.39 0.39 ,
De fl TL(in): .. 0.47 0.62 0.62
Kelly Residence JR Engineering _
1332 Bordeaux Street
78-411 Talldng Rock.lTurn, Lot 57 Tract 28470-2 `Pleasanton; California 94566
La Quinta, California _ Job Number 9H0102 ' (925) 484-9330 (x9340 Fax) r e Pa
JREWert@Home.com g q
u
fb (Psi): '
fv (psi):
Defl LL(in):
Defl TL(in):
Camber Reqd:
<<OK>>
<<OK>>
<<OK»
<<OK>>
<<OK>> €
1 792
641
961
1142
817
J " 65
29,
53
63
52
0.05
�j�}. ., .• {.:i:i`:;:}i:'i: �iiiiiiiiiiiiiiiiiiiiiiiti:i::::•,::::
....................................:
_:::'::ii:::'iii::ii::isi':::::i?:ji::::::F�:�:::j:::i:':::::•::::i::iiti•'.::v:•::iii:::::::::::j'�::j:::i:
::}^isY:i i::i:i::i:'<'iYiii:i{ii:{ii:::^:::viiiC:::'::i:::
0.05
ii?:
::::ii` ....�iiiii::v:iiS}}:::::i::ilii:'isi::f:iS{:::::::•jY:}::::}:{?
0.53
'i:>F::��::
SPAN (ft):
0.13
8:5
22.0
225%
22.5 •
6,0
UNIFORM LOADS:
^;
ROOF TRIB (ft):
11.0
4.0+
10.0.E
13.0
7.5
ROOF DL (pst):
22.2' .
22.2
22.2 , ,
22.2
22.2
ROOF LL (psf):
16.0
16.0
16.0 `
16.0
16.0
+ CEILING TRIB (ft):
0.0
0.0
0.0 ,
0.0
0.0
CEILING DL (psf):
6.0
6.0
6.0 `
6.0
6.0
CEILING LL (psf):
, 10.0
10.0
10.0
10.0:
10.0
FLOOR/DECK TRIG (ft):
0.0
0.0
0.0
0.0
0.01,
FLOOR/DECK DL (psf):
0.0
0.0
0.0
.0.0
0.0
FLOOR/DECK LL (psf):
g
0.0
0.0
0.0
0.0
-0.0
WALL TRIB (ft)::
0.0
A0
8.0
8.0
0.0 -
WALL DL (psf):.
18.4 •
18.4
j
18.4 - ,
18.4
18.4
SELF WEIGHT (plf):
12,4 r
1Sz.$
22d
221
4 4
TOTAL DL (plo:
256.2
105.5
398.6
465.0
166.2
TOT LL w/RF (plo:
,!
V 176.0
64.0
160.0
208.0
120.0'-
20.0`TOT
TOTLL w/oRF (plo:
0.0
0.0
0.0 .. . ,
0.0
0.0
POINT LOAD Pl: FROM>
ROOF
"
DEAD LOAD (#):
975-
0
0 y
0
0
LIVE LOAD (#):
..+
704'
Q
-Q
TOTAL LOAD (#):
+
1679
0
0
0
0'
DIST TO PI (ft):
2.0
0.0
0.0 ,' '`
0.0
0.0
REACTIONS / FORCES:
"
R1"DL(#):
1834,
1160
4484
5232
499
12k
20A
1712
214Q
au
TL(#):
3121
1864
6203
7372
859
R2: DL(#):
,•1318
1160
4484
5232
499
LL(#):
214
794
1212
2141
afiQ
2232
1864
6203 `.
7372,
.859 • '
V max (#) _ .
-
2761
1673
. 5376
6389
716
M max (ft-#) _ '
6471
10253
34890 F
. 41465
1288
DURATION FACTOR:
1.25'
1.25
1.25
1.25
1.25
fb (Psi): '
fv (psi):
Defl LL(in):
Defl TL(in):
Camber Reqd:
<<OK>>
<<OK>>
<<OK»
<<OK>>
<<OK>> €
1 792
641
961
1142
817
J " 65
29,
53
63
52
0.05
0.20
0.17..
0.21
0.05
0.13
0.53
0.61
0.72
0.13
Kelly Residence
-78-411 Talking RockiTurn, Lot 57,;Tract 28470-2
La Quinta, California " Job Number 9H0102
1st STD 1st STD , 1st STD
i. h
JR Engineering
1332 Bordeaux Street
Pleasanton, California. 94566
(925)484-9330(x9340 Fax) Page
JREhlert@Home.com
��
' <<OK>> <<OK>> ' <<OK>> «OK» <<OK>>
.lb (psi):' -+6 724` 532 1.181 943 305
fv (psi): .i 35 29 57, 53 18
Defl LL(in): 0.14 0.08 0.24 0.17 0.04
Defl TL(in): i+•. 0.36 = 0.19 0.59; ' 0.41 0.09
Kell Residence JR Engineering ,
;1 ` 1332 Bordeauz'Street. ,
78 411 Talld,`g Rock;Tuin, Lot 57,, Tract 28470-2 Pleasanton, California 94566
La Quinta, California Job Ni tuber 9H0102 (925) 484-9330 (x9340 Fax) i
Page I
• V JREhlert@Home.com
0=
• :.:ii.�Aiji:�i::}}I•:'' ::. ;::::::ii.� 1liiCi+'':.::.:ffi,. :i:.ii:::.:..i.::.i.si.:.::.i:::.i.::.i.sL.:.i.s..si.:.:•.:::•.:.:::::•:::i::.:.::::isi'::i
:: ::: s :
:::::: :
:::..i:::::.i:.......
::
::i:::. ......:::;::.
..................... :: r : :'.: ::.::::
::ti:::.t
..
: ::::::
..
:::::
:i
.:'.:.;.i.i.i.i.;.:.:.:.i.i.i.i.i.:i.0..?.i.i.i.i.<.2
:
>0(1.
'SPAN (ft):
t
14.0
12.0
14.0.
14.5
11.0
UNIFORM LOADS:
ROOF TRIB (ft):
6.0 r :
6.0
10.0(
11.0
ROOF DL (pso: ,,
�'
22.2.
22.2
22.2 x
22.2,
212.
ROOF LL (psl):
16.0
16.0
16.0:._`
'16.0,.
16.0
CEILING TRE3 (ft):
1
• 0.0 :
0.0
0.0 t ;
0.0•
10.0
CEILING DL (psO:
,
6.0 i
6.0
6.0
6.0
6.0
CEILING LL (psO:
10.0
10.0
10.0Y
10.0
,10.0
FLOOR/DECK TRIB (ft):
0.0-
0:0
0.0
0.0
FLOOR/DECK DL (psD:
i
0.0
0.0
0.0
0.0
0.0
,FLObR/DECK LL (psf):
0.0
0.0
0.0
0.0
0.0
WALL TRIB (ft)::
0.0
0.0
0.0
0.0
_10.0
WALL DL (pso:
18.4
18.4
18.4 ',
18.4
18.4
- SELF WEIGHT (plo:
12`4
12.,4
-12`4 ,
15..Q
12.4
L TOTAL DL (plo:
"
145.3
145.3 •
234.0 _ "
258.8
,101.0
-TOT LL w/RF (plf):
��
96.0
96.0
160.0 '' '
176.0
64.0
TOT LL w/oRF (plo:
i
0.0
0.0
0.011.
0.0
0.0
POINT LOAD P 1: FROM>
_
1
DEAD LOAD (#):
0
0
-0
0
0
LIVE LOAD
TOTAL LOAD (#):
a
0`- r
0
0
0.
0
DIST TO P I (ft):
-
0.0
" `0.0 -
0.0
0.0
0.0
x
t.
REACTIONS / FORCES:
wr
'
R1 DL(#):
#
t 1017
872.
1638,4
1876 _
556
LL(#):
-
1120
:1269
TL(#): '
1689
1448
2758
3145
908
R21'.DL(#):
1017
872
1638
1876
556
•
LL(#): I
�Y
�
SZ¢
1124
122
TL(#):
' • -
1689 ' '
1448
2758 r
3145
_�
908 "
V max (#) =
g
1488--
1247 _
2430
2711'
-770
M max (ft-#) =
j 5913
4344
9653 ,•
11401
2496'
:DURATION FACTOR:'
yr
1.25
1.25
1.25»
1.25
1'.25
' <<OK>> <<OK>> ' <<OK>> «OK» <<OK>>
.lb (psi):' -+6 724` 532 1.181 943 305
fv (psi): .i 35 29 57, 53 18
Defl LL(in): 0.14 0.08 0.24 0.17 0.04
Defl TL(in): i+•. 0.36 = 0.19 0.59; ' 0.41 0.09
Kell Residence JR Engineering ,
;1 ` 1332 Bordeauz'Street. ,
78 411 Talld,`g Rock;Tuin, Lot 57,, Tract 28470-2 Pleasanton, California 94566
La Quinta, California Job Ni tuber 9H0102 (925) 484-9330 (x9340 Fax) i
Page I
• V JREhlert@Home.com
0=
5-rt L 4 C J VL LI /2AA &( TING 4*ft f
2 k �+tP R �iterrc oAI rc AoF
z Z /SFr I`
Z x f3oo' 350
Z000 I:QJ .
1 Y
-7 50 0 FT Las
-59 a- foo � r
O. 5o. L
SfUG _ 2 000 l53 x 123
50 �)
US C7 x t2.2S S =x.93 ►�3
S 24.2 i tj
Kell Residence JR Engineering
Kelly 1332 Bordeaux Street
78-411 Talking Rock,Tum, Lot 57, Tract 28470-2 Pleasanton, California 94566
La Quinta, California Job Number 9H0102 (925) 484-9330 (x9340 Fax) Pa
JREhlert@Home.com gfZ
Ft�
�= 2, X, 25, x
z y
3Cao o Z QS �L Z So o L SS L L
2S�
O
U5t ' Vu24-Ttu.J
z�
JAt,.�a,✓AQ�E = 12� (o�� X � x f2 = 0.625 �. ,
' 240
S 12� (c �I2 -Tvg'Z STE L-
t:
- 1- A R�4c i+f� e�4l.GS .
hh �,
O. l0 2 S o kC
D �s 1
Yb
,vNx
o �5
12 Kb -rv6E
13. 6 O t N3 vs sc itZ�,x I�'(M�n►)
SiL%Q — SPLlcf PL�iES
SP�«e P(fiT�
Kelly Residence
JR Engineering
1332 Bordeaux Street
78-411 Talking Rock Tum, Lot 57, Tract 28470-2 Pleasanton, California 94566
La Quinta, California Job Number 9H0102 (925) 484-9330 (x9340 Fax) Pa
JREhlert@Home.com gi J
RISA -3D (R) Version 3.01
Job : 9H0102
Page: 1
Date: 9/12/99.
Kelly Residence
Units.............................
Steel Code ........................
Allowable Stress Increase Factor..
Include Shear Deformation.........
Include Warping ...................
No. of Sections for Member Calcs..
Do Redesign .......................
P -Delta Analysis Tolerance........
Vertical Axis... ................
File: KellyRes
US Standard
AISC 9th Edition ASD
1.333
Yes
Yes
2
Yes
0.50%
Y
Joint Coordinates
Joint
X
Y
z
Joint
No
Coordinate
Coordinate
Coordinate
Temperature
------------------ ft ------------ ft ------------ ft -------------- oF------------
1
0.000
0.000
0.000
0.00
2
25.000
0.000
0.000
0.00
3
0.000
0.000
25.000
0.00
4
25.000
0.000
25.000
0.00
5
12.500
4.000
12.500
0.00
Boundary Conditions
Joint +--------- Translation --------+ +---------- Rotation ----------+
No X Y z Mx My Mz
----------- K/in------- K/in------- K/in------ K-ft/rad--- K-ft/rad--- K-ft/rad---
1 Reaction Reaction Reaction
2 Reaction Reaction Reaction
3 Reaction
4 Reaction
Materials (General)
Material Young's Shear Poisson's Thermal Weight Yield
Label Modulus Modulus Ratio Coef. Density Stress
------------- Ksi---------- Ksi---------------- 10^5oF--=-K/ft3------- Ksi------
STL 29000.00 11154.00 '0.3000 0.65000 0.490 36.000
-< Sections
Section Database Material As As I I Torsion T
Label Shape Label Area yy zz yy zz J C
-----------------------------in^2--------------in^4-- --in^4------in^4----
SEC TU12X6X8 STL 16:40 1.2 1.2 96.00 287.00 241.00
------------< Members =---------------------------
Member Joints x Axis Section End'Releases Offsets Inactive?
No I J K Rotate Set I: MMM J: MMM I -End J -End Label Length
--------------------------------- xyzxyz-xyzxyz--- in-----in-------------ft---
Kelly R�esic enc�e SEC JR En9ineering i .12
1332 Bordeaux Street
78-411 Talking Rock;Tum, Lot 57, Tract 28470-2 Pleasanton, California 94566
La Quinta, California Job Number 9H0102 (925) 484-9330 (x9340 Fax) Pa4e4-
JREhlert@Home.com
kISA-3D (R) Version 3.01
Job 9H0102
Page: .2
Date: 9/12/99
File: KellyRes
Kelly Residence
Members
Member Joints x Axis Section End Releases Offsets Inactive?
No I J K Rotate Set I: MMM J: MMM I -End J -End Label Length
--------------------------------- xyzxyz-xyzxyz--- in ----- in ------------- -ft---
4 4 5 SEC 18.12
_____________________< AISC,NDS Parameters
Section Length Lb-yy Lb-zz Lcomp K K Cmyy Cmzz Cb,B Sway
Member Set let lel le -bend yy zz CH y z
--=------- -----ft ------ ft ------ ft ------ ft-----------------------------------
1 SEC 18.12
2 SEC 18.12
3 SEC 18.12
4 SEC 18.12
Basic'Load Case Data
BLC. Basic Load Case Load Type Totals
No. Description Nodal Point Dist. Surface
----------------------------------------------------------------------------
1 Roof Loads 1
Joint Loads/Enforced Displacements, BLC 1 =_______-_______
Joint Is this a Load or Direction
Number a Displacement? (X,Y,Z,Mx,My,Mz) Magnitude
------- ----------------------------------------------- K,K-ft,in d--------
5 L Y -6.100
Load Patterns =_____________________________
Pattern Magnitudes Locations
Label Dir Start End Start . End
------------------- K/ft,F---------- K/ft,F----------- ft or %-------ft or %---
UNIFORM Y -1.000 -1.000 0.000 0.000
Load Combinations
RWPE
No. Description BLC Fac BLC Fac BLC Fac BLC Fac BLC Fac SSdv
--------------------------------- I
Roof Loads 1 1
Joint Displacements, LC 1 : Roof Loads
Joint +--------- Translation --------+ +----------- Rotation ----------+
No. X Y Z X Rotate Y Rotate Z Rotate
-----------in---------in---------in----------rad--------rad------ rad------
1 0.000 0.000 0.000 0.00312 -0.00090 -0.00280
2 0.000 0.000 0.000 0.00312 0.00090 0.00280
4 0.096 0.000 0.285JR 0.002 9
Kelly Residenbdoo -07-2_
0.190 ��ne�0 0.000 0
1332 Bordeaux Street
78-411 Talldng Rock Tum, Lot 57, Tract 28 X VE. Ft1M"8nXa1ifbmia 94566
La Quinta, California Job Number 9H0102 (925) 484-9330 (x9340 Fax) Pagq
JREhlert@Home.com
RISA -3D (R) Version 3.01
Job : 9HO102
Page: 3
Date: 9/12/99
File: KellyRes
Kelly Residence
Reactions, LC 1
Roof
Loads
Shear +-------------- Bending
--------------+
Joint
------------ +-----------
Forces -----------+
z -z
+-----------,Moments
y -bot
----------+
No.
X
Y
Z
Ksi------- Ksi-------
Mx
My
Mz
-----------
K ---------- K ----------
K -----------
K
-ft ------- K -ft ------- K -ft -----
1
0.15
1.52
0.00
0.15
0.00
0.00
0.00
2
-0.15
1.52
0.00
0.15
0.00
0.00
0.00
3
0.00
1.52
0.00
0.15
0.00
0.00
0.00
.4
0.00
1.52
0.00
0.15
0.00
0.00
0.00
Totals:
0.00
6.10
0.00
0.15
-----------------------------------------------------
0.00
6.76
-6.76
Center
of Gravity Coords (X,Y,Z)
(ft)
0.02
12.500,
4.000,
12.500
0.00
Member Section
Forces,
LC 1
: Roof Loads
Member
Joints
�-----0-00------0_00
Shear
Shear
Moment
Moment
I- J Sec
Axial
y -y
z -z
Torque
y -y
z -z
----------------------K
--------
K --------
K -------
K -ft ------ K -ft ------- K -ft ---
1
1- 5 1
0.44
1.46
-0.11
0.00
0.00
0.00
----------------------------------------------------------------------------
2
0.44
1.46
-0.11
0.00
-1.96
-26.53
2
2- 5 1
0.44
1.46
0.11
0.00
0.00
`0.00
----------------------------------------------------------------------------
2
0.44
1.46
0.11
0.00
1:96
-26.53
3
3- 5 1
0.34
1.49
0.00
0.00
0.00
0.00
----------------------------------------------------------------------------
2
0.34
1.49
0.00
0.00
0.00
-26.96
4
4- 5 1
0.34
1.49
0.00
0.00
0.00
0.00
----------------------------------------------------------------------------
2
0.34
1.49
0.00
0.00
0.00
-26.96
__________________< Member Stresses, LC 1 : Roof Loads
Member
Shear
Shear +-------------- Bending
--------------+
Sec
Axial
y -y
z -z
y -top
y -bot
z -top
z -bot
-------------
Ksi-------Ksi
----- Ksi------
Ksi------- Ksi-------
Ksi-------
Ksi---
1 1
0.03
0.15
-0.02
0.00
0.00
0.00
0.00
2
----------------------------------------------------------------------------
0.03
0.15
-0.02
6.65
-6.65
-0.73
0.73
2 1
0.03
0.15
0.02
0.00
0.00
0.00
0.00
2
----------------------------------------------------------------------------
0.03
0.15
0.02
6.65
-6.65
0.73
-0.73
3 1
0.02
0.15
0.00
0.00
0.00
0.00
0.00
2
----------------------
0.02
0.15
-----------------------------------------------------
0.00
6.76
-6.76
0.00
0.00
4 1
0.02
0.15
0.00
0.00
0.00
0.00
0.00
2
------------------------0-15--------------6-76
0.02
0.00
�-----0-00------0_00
Kelly Residence JR Engineering
1332 Bordeaux Street
78-411 Talldng RocksTum, Lot 57, Tract 28470-2 Pleasanton, California 94566
La Quinta, California Job Number 9H0102 (925) 484-9330 (x9340 Fax) P4
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RISA -3D (R),Version 3.01
Job : 9H0102
Page: 4 . 1
Date: 9/12/99
Kelly Residence
File: KellyRes
Member Deflections, LC 1 : Roof Loads
Member +--------- Translation ---------+ Defls as L/n Ratios
Sec x y z x Rotate L/n (y) L/n (z)
------- -----.
in---------in---------in---------rad---------------------------
1 1 0.000 0.000 0.000 0.00002 NC NC
2 0.000 -0.611 0.135 0.00002 NC' NC
-------------------7--------------------------7-----------------------------
2 1 0.000 0.000 0.000 -0.00002 NC NC
2 0.000 -0.611 -0.135 -0.00002 NC NC
-----------------------=-----------------------------------------------=----
3 1 -0.263 0.059 0.134 0.00002 NC NC
2 -0.263 -0.551 0.135 0.00002 NC NC
------------------------------------------------------------ -----------
4 1 -0.263 0.059 -0.134 -0.00002 NC. NC
2 -0.263. -0.551 -0.135 -0.00002 NC NC
-----7----------------------------------------------------------------------
______________< Member AISC Unity Checks, LC 1 : Roof Loads
Member Joints Unity Shear Fb Fb Cm Cm ASD
I - J Chk Loc Chk Loc Fa yy zz Cb yy zz Eqn
----------------------------- i --------- Ksi--- Ksi--- Ksi----------------------
1 1 5(0.312 2 0.010 ly 14.22 23.76 23.76 1.00 0.60 0.60 H1-2
2 2 5 0.312 2 0.010 ly 1.4.22 23.76 23.76 1.00 0.60 0.,60 H1-2
3. 3 5 0.286 2 0.010 ly 14.22 23.76 23.76 1.00 0.60 0.60 H1-2
4 4 5 0.286 2 0.010 ly 14.22 23.76 23.76 1.00 0.60 0.60 H1-2
____________< Material Takeoff, LC 1 : Roof Loads
Section Database Total Total
Set Shape Length Weight
-----------------------------------ft----------------K----------------------
SEC TU12X6X8 72.50- 4.05
Total Wts: 4.05
Kelly Residence
78-411 Talldng Rock Turn, Lot 57, Tract 28470-2
La Quinta, California Job,Number 9H0102
13
JR Engineering
1332 Bordeaux Street
Pleasanton, California 94566
(925)484-9330(x9340 Fax)
JREhlert@Home.com
LATERAL ANALYSIS
Pagel of 3
SEISMIC LOAD FACTORS
SEISMIC ZONE:
4
SOIL PROFILE TYPE: Sd
"R" FACTOR (TABLE 16-N):
5.5
SEISMIC SOURCE TYPE: A
IMPORTANCE FACTOR:
1.0
DISTANCE TO SEISMIC SOURCE: 10 km
MAX. BUILDING HEIGHT:
40 ft
NEAR SOURCE FACTOR, Na
1.0
UBC Table 16-5
NEAR SOURCE FACTOR, Nv'
1.2
UBC Table 16-T
SEISMIC COEFFICIENT, Ca
0.44
UBC Table 16-Q
SEISMIC COEFFICIENT, Cv
0.77
UBC Table 16-R
DESIGN BASE SHEAR EOUATIONS (LBC SECTION 1630.2
V=Cv*l/[R*T] *W 0.439 *w
where T = 0.020 H^0.75 0.318
EQUATION 30-5
V = 2.5 * Ca' I / [R] *W 0.200 *w V need not exceed this value
EQUATION 30-6
V =0.11 * Ca *I ' W 0.048 *w V must be at least this value
EQUATION 30-7
V = 0.8 * Z * Nv * I / [R] *W 0.070 *w In Zone 4, V must be at least this value
Controlling Base Shear Coefficient = 0.200
Reduction for Allowable Stress Design = 1.4 UBC Section 1612.3
Kelly Residence JR Engineering
1332 Bordeaux Street
78411 Talldng Rock;Tum, Lot 57, Tract 28470-2 Pleasanton, California 94566
La Quinta, California Job Number 9H0102 (925) 484-9330 (x9340 Fax) Page
g
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LATERAL ANALYSIS Page 2 of 3
CALCULATE DEAD LOADS
@ ROOF
AREA
WEIGHT (pso
TOTAL
ROOF
6212
17.0
105423
CEILINGS
6212
6.0
37552
EXT. WALLS
3456
18.4
63677
INT. WALLS.
2400
9.0
21480
TOTAL
228132
(lbs.)
@ UPPER LEVEL
AREA
WEIGHT (pso
TOTAL
L.L. ROOF
0
17.0
0
U.L. FLOOR
0
0.0
0
U.L. DECK
0
0.0
0.
EXT. WALLS
0
18.4
0
INT. WALLS
9.0
TOTAL
0
(tbs.)
@LOWER LEVEL
AREA
WEIGHT (pso
TOTAL
L.L. FLOOR,
0
0.0
0
L.L. DECK
0
0.0
0
EXT. WALLS
0
18.4
0
INT. WALLS
0
9.0
.0
TOTAL
0
(tbs.)
Total DL =
228132
(tbs.)
Redundacy Factor =
1.00
Seismic Coef.
.
................
.................
.......
...
......
...............
...........
DISTRIBUTE SEISMIC SHEAR
Tributary DL Ht.
Redun.*Coef.
Tributary Shear
Unit Shear
ROOF
228132 12
0.143
32590
5.2 (pso
U.L.
0 0
0.143
0
0.0 (psf)'
L.L.
0 0
0.143
0
0.0 (pso
TOTAL
228132 (tbs.)
32590
(tbs.).
DIAPHRAGMAREAS
ROOF
6212 SF
U.L.
0 SF
L.L.
0' SF
Kelly Res - idence JR Endneering.
1332 Bordeaux Street
78-411 Talking RocklTurn, Lot 57, Tract 28470-2 Pleasanton, California 94566
La Quinta, California Job Number 9H0102 (925) 484-9330 (x9340 Fax) Page
JREhlert@,Home.com I Q
r
r 1
" Unit design loads may be reduced so total design base shear does not
exceed seismic base shear or wind base shear, (N/S or E/W). .. r
KKeil Residence JR Engineering
elly 1332 Bordeaux Street
78-411 Tallarig Rock Tum, Lot 57, Tract 28470-2 Pleasanton, Califo'inia 94566
La Quinta, California . ' Job Number 9H0102 925 4 4-
8 9330 x9340 Fax
. � ) i )
Pa
a
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WN
�e
LATERAL ANALYSIS ;
Page 3 of
CALCULATE WIND LOADS
«70 mph,
EXPOSURE C >>
Ce "
C9
9s.
P (Pso
<15 ft
1.06 "
1.3
12.6
17.4
<20 ft
1.13.
1.3
12.6
18.5
<25 ft
1.1911
1.3
12.6
19.5
r
'I <30 ft
1,23
1.3
12.6
20.1
. <35ft
1.27
1.3
12.6
20.8
1
DISTRIBUTE WIND SHEAR BASED ON PROJECTED AREA
PROJECTED AREA, FT^2
SHEAR -
SHEAR..
- <15 ft ;i
<20 ft
<25 ft
<30 ft <35 ft
FORCE
LOAD (pso
ROOF N/S
1900 „
189
27
0 '•
0 19651
3.2
ROOF E/W
-900189
189
27
0
0 19651
3.2
,
U.L. N/S
0 r
0
'0
0
0 0
0.0
U.L. E/W
0`
0
0"
0
0 y 0
0.0
L.L. N/S
0
0.
0
0 4 a
0 0
0.0
`
L.L. E/W
0 ''
0
0
0
0 "0
0.0
1
19b1....16s..;;
::::::::...........:..
LATERAL DESIGN LOAD SUMMARY
-
SEISMIC
UNIT
WIND
UNIT
DESIGN
DESIGN
'+
FORCE....'.,; ,'SHEAR
FORCE
SHEAR'
FORCE**
LOAD **=
t
5
x
..................
4ii:.i:.i:.i:i.i:.i:v.i
i
.:' �}:' :p''..'' �;FY�:::::{iv:viii:{:;:;Yi
v i?:: iiiiiin':::::::i:::::::::....::::::::i::i.('��{::::::
i::::i::i:: YLi : (:.:::::i
::::i::::::::::i::::::::isf .'::.j.�:�:::::
r 1
" Unit design loads may be reduced so total design base shear does not
exceed seismic base shear or wind base shear, (N/S or E/W). .. r
KKeil Residence JR Engineering
elly 1332 Bordeaux Street
78-411 Tallarig Rock Tum, Lot 57, Tract 28470-2 Pleasanton, Califo'inia 94566
La Quinta, California . ' Job Number 9H0102 925 4 4-
8 9330 x9340 Fax
. � ) i )
Pa
a
' JREhlert@Home.com
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WN
�e
.ti
Reliability/Redundancy Factor - UBC Section 1630.1.1
Ab; Ground Floor Area = 6212 � sf
East/West Direction
Total Shear (lbs) vlax SW Load, (plf) Rmax Rho
ROOF 32590 527 0.16 0.43 `
North/South Direction
Max SW Load, (plf) , ; Rmax Rho
ROOF 32590 393 0.12 -0.10
102.00- MIS WA110"he
i
e
Keay Residence JR Engineering
1332 Bordeaux Street
78411 Talldng Rock;Turn, Lot 57; Tract 28470-2 Pleasanton, California 94566
La Quints, California Job Number 9H0102 (925) 484-9330 (x9340 Fax) Pa
JREhlert@Home.com ( '
SHEAR WALL ANALYSIS - ROOF LEVEL
LINE ID:
1
2
3
4
5
TRIB AREA:.
352.0
352.0
368.0
300.0
2340.0
SHEAR LOAD (psf):
5.2
5.2
5.2
5.2
5.2
SHEAR FORCE (lbs.):
1847
1847
1931
1574
12276
WALL LENGTHS (ft.):
#1
10.0
2.7
1.8
5.0
6.0
#2
0.0
5.5
1.8
0.0
14.0
Others
0.0
0.0
0.0
0.0
22.0
SHEAR STRESS (p10:
185
226.
527
315
292
USES
:::::::::.::.........
. I >>>
z><>><>..............................................:...................'.....................:.:..:::::::::::::::::::::::::::::::::::::::::::::.
« < >< ::.:..............................
. ..................
.
WALL HEIGHT:
12.0
12.0
12.0
12.0
12.0
WALL WEIGHT:
18.4.
18.4
18.4
18.4
9.0
ROOF TRIB:
0.0
0.0
0.0
5.0
7.5
ROOF WEIGHT:
17.0
17.0
17.0
17.0
17.0
CEILING TRIB:
0.0
0.0
0.0
5.0
7.5
CEILING WEIGHT:
6.0
6.0
6.0
6.0
6.0
DEAD LOAD/Fr:
221
221
221•=
336
280
HOLDOWN FORCE (lbs.):
WALL #1
1475
2516
6183
3214
2945
WALL #2
0
2306
6183
0
2194
OTHERS
0
0
0
0
1444
USE HOEDOWN:
::>::C t [ >[>::.:::............................:.::::::::::::
°`a:::::::::::::::::::......::...................::::::::.::._:::::::
ALTERNATEHOLDOWN:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::.::.::::::::::::::::::::::::.:::..
.....................::::::::::::::::::.:::::...:....
Trib Sum: 13712
Kelly Residence JR Engineering
1332 Bordeaux Street
78411 Talldng Rock ITum, Lot 57, Tract 28470-2 Pleasanton, California 94566
La Quinta, California Job Number 9HO102 (925) 484-9330 (x9340 Fax) p
AM
JREhlert@Home.com
SHEAR WALL ANALYSIS - ROOF LEVEL
LINE ID:
6
7
8
9
TRIB AREA:
2386.0
300.0
414.0
352.0
SHEAR LOAD (pso:
5.2
5.2
5.2
5.2
SHEAR FORCE (lbs.):
12518
1574
21.72
1847
WALL LENGTHS (ft.):
#1
6.0
8.0
18.0
7.5
#2
8.0
0.0
0.0
0.0
Others
28.0
0.0
0.0
0.0
SHEAR STRESS (plf):
298
197
121
246
USES
':`':<:::>':>>»><r«<
..........................................................
' <`< .........................
..
WALL HEIGHT:
12.0
12.0
12.0
12.0
WALL WEIGHT:
9.0
18.4
18.4
18.4
ROOF TRB:
4.0
0.0
4.0
0.0
ROOF WEIGHT:
17.0
17.0
17.0
17.0
CEILING TRB:
4.0
0.0
4.0
0.0
CEILING WEIGHT:
6.0
6.0
6.0
6.0
DEAD LOAD/FT:
199
221
313
221
HOLDOWN FORCE (lbs.):
WALL #1
3176
1768
440.
2399
WALL #2
3042
0
0
0
OTHERS
1706
0
0
0
USEHD#:
:::>::>::;:;:.;:.:.;;:.;;:.;:;.:::.;;::.::::.::::.::
«<:: �...... > <«<:
..:...............................................:.:::::::::..:.::::::::::::::::::::.:::::::::::::::............
ALTERNATE HOLDOWN:
:»>::»»»: ««<;;:.;:.;:.:>:;:::»: <:
>>1'1>>`:' - -':..,,.:
_.............................................................
Trib Sum: 3452
Kelly Residence JR Engineering
1332 Bordeaux Street
78411 Talldng Rock Turn, Lot 57, Tract 28470-2 Pleasanton, California 94566
La Quinta, California Job Number 9H0102 (925) 484-9330 (x9340 Fax) Pa
JREhlert@,Home.com g i-3
SHEAR WALL ANALYSIS - ROOF LEVEL
LINE ID:
A
B
C
D
E
TRB AREA:
368.0
414.0
1442.0
900.0
1080.0
SHEAR LOAD (ps0:
5.2
5.2
5.2
5.2
5.2
SHEAR FORCE (lbs.):
1931
2172
7565
4722
5666
WALL LENGTHS (ft.):
# 1
11.0
7.5
9.0
7.5
9.0
#2
0.0
9.0
16.0
16.0
16.0
Others
0.0
0.0
0.0
0.0
0.0
SHEAR STRESS (p10:
176
132
303
201
227
USE SW#:
..........;>.......•:
... ........................................................................................................................................................... .
Z
WALL HEIGHT:
12.0
12.0
12.0
Z.
12.0
12.0
WALL WEIGHT:
18.4
18.4
18.4
18.4
18.4
ROOF TRB:
4.0
2.0
0.0
0.0
0.0
ROOF WEIGHT:
17.0
17.0
17.0
17.0
17.0
CEILING TRB:
4.0
2.0
0.0
0.0
0.0
CEILING WEIGHT:
6.0
6.0
6.0
6.0
6.0
DEAD LOAD/FT:
313
267
221
221
221
HOLDOWN FORCE (lbs.):
WALL #1
952
908
2965
1856
2053
WALL #2
0
774
2446
1226
1535
OTHERS
0
0
0
0
0
E HD #:
....................................................................................................................................................................
RNA H LD WN:
ALTERNATE 0 O
.;:::::::::::;:::.:::.::.;:.;:.;:...........;*:.;;;;;:.;;:.;:.;,.*",","
::>:::.:.,...:.•.:.:::::.::...........:..:.:............::........................................................................
::»::<::P11»»»»`<`:':IJ<<z`<''1««««««<`'1?i''
"';:.;;:.::.......................*"**;:.;:.;:.;:.".'.';:.;:.;;;:
<'€'z```.1'HE; ................
Trib Sum: 4204
Kelly Residence JR Engineering
1332 Bordeaux Street
78-411 TaIldng Rock•aTum, Lot 57, Tract 28470-2 Pleasanton, California 94566
La Quinta, California Job Number 9H0102 (925) 484-9330 (x9340 Fax) Paa
]REhlert@Home.com
SHEAR WALL ANALYSIS - ROOF LEVEL
LIKE ID:
F
G
H
I
TRIB AREA:
600.0
352.0.
-352.0
352.0
SHEAR LOAD (psO:
5.2
5.2
5.2
5.2
SHEAR FORCE (Ibs.):
3148
1847
1847
1847
WALL LENGTHS (ft.):
#1
2.0
12.0
2.7
7.5
#2
2.0
0.0
5.5
0.0
Others
4.0
0.0
0.0
0.0
y
SHEAR STRESS (plo:
393
154
226
246
USESW#.
::;;;;t°a......::.::.::.:::::::::::::::::::::::::::::::.:::::::::::::::::::.
WALL HEIGHT:
12.0
12.0
12.0
12.0
WALL WEIGHT:
18.4
18.4
18.4
18.4
ROOF TRIB:
0.0
0.0
0.0
0.0
ROOF WEIGHT:
17.0
17.0
17.0
17.0
CEILING TRJB:
0.0
0.0
0.0
0.0
CEILING WEIGHT:
6.0
6.0
6.0
. 6.0
DEAD LOAD/Fr:
221
221
221
221
HOLDOWN FORCE (lbs.):
WALL #1
4574
958
2516
2399
WALL #2
4574
0
2306
0
OTHERS
4425
0
0
0
USE HD#:
ALTERNATE HOLDOWN
Trib Sum: 1656
a
KellyResidence JR Engineering
1332 Bordeaux Street
78-411 Talking Rock Turn, Lot 57, Tract 28470-2 'Pleasanton, California 94566
La Quinta, California Job Number 9H0102 (925) 484-9330 (x9340 Fax) Paq y
JREhlert@Home.com
• • � u s7%�� PPY1� WIrtDo�-J �4r•,,/�. l.�'S I S,
SHEAR WALL ANALYSIS - UPPER LEVEL ? } r
.. Z1YRn........;::::.;:..;:.;:.;:.;:.;:::.;;:.;;;;;:.
...........
:::::::::::::::::::..:::.::::::::::..::.;:.;:.:.;:.;
b:
TRIB AREA:
352.0
300.0
368.0
414.0
1.900.0
SHEAR LOAD:
5.2
5.2
5.2 . •
5.2 '
.�5.2
SHEAR FORCE: _
1847
1574
1931. ,
2172
4722
WALL' LENGTHS:
PANEL #1
14.0
10.0
13.0 '
18.0.
'' .7.5
PANEL #2
0.0
0.0
0.0,+,,
; .0.0
18.0
PANEL #3:'
0.0
0.0
0,04
0.0
0.0
'TOTAL OPENING WIDTH:
PANEL,#1
4.0
10
2.0
4.0
0.0 .
= PANEL #2.
0.0
0.0 ='
0.0,
0.0
2.0
PANEL #3
0.0
_
. 0.0
0.0; '
0.0
0.0
MAXIMUM OPENING HEIGHT:
4 • • .
X2.0
a
PANEL 1#1
',
6.0
•5.0
2.0
0.0
.PANEL #2
0.0 •
,0.0
0.0.
0.0
6.0
PANEL #3
0.0
0.0
0.0
0.0
0.0
HORIZ SHEAR STRESS:
185 :'
197 '• .
176
155
201
VERT SHEAR STRESS:
"
225
166 r.
132
294
..................................................................
........201'
..................
WALL HEIGHT:
,,
12.0,
12.0
12.0
12.0
12.0
WALL WEIGHT:
18.4
18.4
18.4.-
18.4
18.4
ROOF TRIB:
" 0.0
0.0
,0.0
0.0
0.0
ROOF WEIGHT: ••
"17.0,
17.01
17.0
17.0
17.0
CEILING TRIB:
0.0
0.0.
0.0 •
0.•0 -
• 0.0
CEILING WEIGHT:
6.0
-6.0
6.0►
6.0
6.0
DEAD LOAD/FT:
' 221
221
221 i
221
221
HOLD DOWN FORCE:
PANEL 1
1054, «'
1415
1093 ,
641
T 1856
PANEL #2 ,
0
0
0
0
1090
`
_
,.
PANEL #3..
.0
, ' 0
0
0
0 ,
HORIZ SHEAR STRESS:
227
145
264
264, r
VERT SHEAR STRESS:
308
192
347
347
SHEAR WALL ANALYSIS UPPER LEVEL
STR A'!" b ' LVIA D
AA14 L (S S
1 .::::.::::::::::::::.::::: 2:::::.:::::.::::......::::.:.::::::::::::::::::::.
......
-
i
:
WALL HEIGHT`.{
12.0
12:0•,
.:..Z :.::::::::::::.:::::::.:::::::::::::::::.::................::::::::::
.................................................
..::::::::::::::.::::::.:...
WALL WEIGHT:
.................................................................:.......
18.4
•
TRIB•AREA: ". + '
1080.0
414.0
352.0,
352.0
`
0.0
SHEAR LOAD:5.2
"
5.2
5.2 r
5.2
'' �• '
CEILING TRIB:
SHEAR•FORCE:
5666
2172
1847 •_
1847
CEILING WEIGHT:
6.0
6.0
6.0
6.0
DEAD LOAD/FT:
F
221
221
WALL LENGTHS:
221
HOLD DOWN FORCE:
`
' PANEL # l �� ,
11.0
-17.0
9.0
9.0
2059 t
PANEL N2;
"PANEL N2 ' ,
16.0
0.0
0.0
0.0
PANEL N3
x..:..:....:...:::::::::::.::.:::::::::::.::::::::::::::::::Azz:.:::::::::o.....:::::::::::::::.AH:.::::::::::zAtn2...::::::::::::....:....:::::.::.:.::
- --------...
:isi::i:{TFT�TiY�iii:.::i:::i�:ii.:1_:_i:iii:trL•ti:iiii:.iiii:.:
PANEL ##3
0.0
.0.0
0.0 .
0.0
TOTAL OPENING WIDTH:
"
4
PANEL 1#1 ..
2.0
2.0
2.0
2.0'
PANEL N2
0.0
0.0
0.0
0.0
PANEL N3 r
0.0
0.0
0.0
0.0
MAXIMUM OPENING HEIGHT:
PANEL N1 t
6.0 ,
6.0
6.0
6.0
PANEL #2
0.0•
0.0 -
0.0 '. '
• 0.0
!�
y PANEL N3
. 0.0
0.0
• 0.0' •
10.0
HORIZ SHEAR STRESS:
227
145
264
264, r
VERT SHEAR STRESS:
308
192
347
347
::::::::::::::::::::::::::......
.......................................
Z...:::::::::::::::::::::::::::#1:::::.........................:::::.:::::::::::.::::::::.::::::::::::::.::::::::::::................:.::.
1 .::::.::::::::::::::.::::: 2:::::.:::::.::::......::::.:.::::::::::::::::::::.
......
i
WALL HEIGHT`.{
12.0
12:0•,
12:0 _
12.0
WALL WEIGHT:
18.4
18.4
18.4
18.4 -
ROOF TRIB:
0.0
0.0
0.0
0.0
ROOF WEIGHT:
"
17.0
17.0
r 17.0
17.0
CEILING TRIB:
0.0
0,0
0.0
0.0 `
CEILING WEIGHT:
6.0
6.0
6.0
6.0
DEAD LOAD/FT:
F
221
221
221- i
221
HOLD DOWN FORCE:
PANEL #1
I
'1680
553
2059 '
2059 t
PANEL N2;
1535
0
PANEL N3
x..:..:....:...:::::::::::.::.:::::::::::.::::::::::::::::::Azz:.:::::::::o.....:::::::::::::::.AH:.::::::::::zAtn2...::::::::::::....:....:::::.::.:.::
- --------...
:isi::i:{TFT�TiY�iii:.::i:::i�:ii.:1_:_i:iii:trL•ti:iiii:.iiii:.:
0
0
0
0 r '
':.i:
STRAP TENSION: '
PANEL N1 :t 615 385 694' ` '694
PANEL ##2 } 0 r 0 0 0,
PANEL #J3 0 0 0 0 s:
:I
.■
FOUNDATION ANALYSIS: S.O.G. W/FOOTINGS & PADS
Allowable Soil Pressure::,
1500 pst
;
Typical Footing Width:
12 inches,
Ignore Found. Wt?., Yes
Footing Embedment:
,12 inches ..
Found. Height: 12 inches
.........................................
:Total.
ROOF TRIB:
12
n
ROOF DL:
17.0
ROOF LL:_,
16.0.
CEILING TRIB:'
12
CEILING DL:
6:0
1 ST FLOOR TR B: F
0
`
1ST FLOOR DL:
0.0
1ST FLOOR LL: if
0.0
2ND FLOOR TRIG:
i O
_-
y
2ND FLOOR DL:
0.0
2ND FLOOR LL:
0.0
WALL TRB:
12
WALL DL:
18.4
FOOTING DL:
TOTAL DL: -
497
TOTAL LL:
192
W with roof LL (plf): „
689.
".
W without roof LL (plf): R
, ' 497
Duration Fact:
1.25 '
Maximum Point Load (lbs):-
i
J,.
Footing Type: -
SPRD T
a
Allowable Soil Bearing Pressure:
1875
_
Soil Pressure at Footing (pso: '
689
r
Soil Pressure at Point Load (psf): �
689
Max Allowable Point Load (Ibs): `
2371
Pad Required? j '
<NO>
,. z •
� ;.
Use Square Pad Size (in):
•ter,
FOUNDATION PAD ANALYSIS:
!
.
Allowable Soil Pressure:.,
1500 sf
aro >
.:::::::::::::::::: ::::::::
::>::<:::<«:<>:::><:>><``<'<;,::>iPa>»»<>><<'>'>>>lJeeiivoilJll.....
:::.:::::::::::::::::::::.:::::::::........................................:..:::::::::::::::::::::::::::::::.:::.:::::::::::
...............................................................................................
.
Maximum Point Load (lbs):
5750
4200' 50000 15000
`—
Minimum Square Pad Req'd (in):
24
21 70 38
UseS uare Pad in :
<><''?........................................:...:...........................................
...........................
-Residence
JR � En_ ineering
Kelly "
1332 Bordeaux Street
78-4111alldng Rock,Turn, Lot 57, Tract 28470-2
Pleasanton, California 94566
La Quinta, California Job Number 9110102
(925) 484-9330 (x9340 Fax)
p
JREhlert@,Home.com
ti
S
S
(931add'e'"n En'gineering
8782 Stanton ve., Suite E. Buena. Perk, CA 90621 (310)a84-4121 (714) 52 -0952 Fax (714) 5?_3.1389
39- Gor" LI!„ Suite G. Palm Des rt, CA 9221 t (819) TT2.3893 Fax (8191 772-3895
July 30, 19V Project No. 522-6138-01
Tn:hrion C b Associates, LLC
clo Winche Development Company
4 l -865 B Ik, Suite 101
Palm California 92211
Attention: I Mr. Mike Rowe
Pmject: Tradition - Tract 2 94 70
La Quina, Callfomie.
Subject: i Report of Observations and resting During Rough Grading
Ref. Geowchnicnl Upd a prepared by Sladden Ernginecring dated
Decernber 12,1996; Project No. 344-61)0
Suma+ar Z in this report are our observations and the results of in-plaoe donsity tests
performed t the project site during rough grading; The rough grading consisted of the
grading of eighteen hole golf course surrounded by residential building pads. As
indicated i the previous geotechnical reports and summ162ed in the referenced
Geotecllnic I Update, portions of the project site including some of the building pads
were previ usiy giaded in 1988 as part of the East La Quinta Flood Control project.
Due to the varying soils condition- nn the site (including previously graded building
pads), the t x1em of the remedial grading' work performed during rough grading varied
across the she.
Observatio and fleld te$t.ing was performed during the rough grading operations From
January 2, 1997 to April 4, 1997. Brading uperations wcrc pc fotmcd by NUCVO
Engineers using conventional heavy equipment. A mpreseniative, of Stadden
Enioncerin was present on the site continuously during the coding of building pads and
intertttittan y during the grading of golf couru areas.
Kelly Residence
78-411 Talldng Rock,Turn, Lot 57, Tract 28470-2
La Quints, California Job Number 9H0102
JR Engineering
1332 Bordeaux Street
Pleasanton, California 94566
(925) 484-9330 (x9340 Fax)
JREhlert@Home.com
Page
July 30, 199P (2) Project No. 512.6138.Q 1
Fleur Tes In-place moistureldensity tests were performed using a nuclear density
gauge in act oi-cia„cc with test methods ASTM D 2972 and A5Tlvl V 3017. A total of
1417 tests were performed during the initial rough grading. The approximate rest
locations art indicated on the grading plans included with this report and test results are
summarized on the anached data sheets. Testing itxiitatin than a minirnurn of 9'0 percent
relative corr paction was attained in the areas tested. The passing test results indicate
compliance vith the project specifications at the tested locations and depths but are no
Suwantee or warranty of the contravwr's work.
lAboratory Tests: The moisture -density relationships for the tested materials were
determined in the laboratory in accordance with test method ASTM D 1SS7.91.
Laboratory results arc sumtrarized on the aftched data sheet.
DiscussionAs previously discussed, the remedial gradinS performed at the Cite %,Dried
with loeatio and soils conditions, prior to grading, the building areas were stripped of
weeds, brtu and other surlhce vegetation. clearing operations also included the removal
us
of citrtre and other tram. liom the lower (northern) portion of the %ite
In gcittrol, amedint grading throughout the southern portion of the site consisted of
watering compaction of the native soils in-place along with the placement of
engineered I1 material to construct the building pads. Native soils were watered so :hat
near op6m moisture content was attained to a minimum Scpth of three feet bclow
original prior four feet below pad grade, whichever was deeper. The exposed surface
was compac ed so that at least 90 percent relative compaction was attained to a depth of
two foot bol w original grade or throe feet below pad erA&. whichever was dtcper, In
most areas, rill material obtained from the adjacent; golf course areas wm, placed to
construct t building pads. The lots graded as described above included lots 130 through
22.9 and 238 to 241.
'The majori of the lots located within the middle portion of the site were previousl%
rough gra These lnts were. alPAred nfweeds And bmth Rrtd watered prior to gradinu.
In general, ding consisted primarily of some minor cuts and fills (some in excess of 10
feet) to ach ve taste pian elevations. 1n most cases, the building pads did not extend
laterally be. and the previously graded building pads. In areas where the pads were
extended 3u ntially (such as alDrg the roar property lines of lots 81 through 84), the
itlls were i 'timtrt! within €Irrt native soils near the toe of the slopes. A keyway was
established ear the toe of the slope and till Soils were benched into rite existing slope
during plac merit. The previously graded lots that were regraded as described above
include lots 7 through 36 and lots 76 through 150.
Kelly Reside&e
78-411 Talking Rock Turn, Lot 57, Tract 28470-2
La Quinta, California Job Number 9H0102
1332 Bordeaux Street
Pleasanton, California 94566
(925) 484-9330 (x9340 Fax)
JREhlert@Home.com
Page
July 30, 1
removed
the near
ace&
(3)
Project No 322.6138-G 1
al grading performed throughout the northern portion of the site included
tion and recompaction within the buildlub areas. In getttral, lots were
red to a depth of at least three ft~ct below original grade. The previousl%,
Is were replaced in thin lifts and compacted along with fill soils obtained from
golf course areas to constrict the building pads. T7tc lots that were
ad include lots I through 26 and 37 through 73, and the maintenance building
Some of t e residential lots have been used for the storage of roses, trees, other
constructio 11191,:riaals and excess Ril soils subsequent to grading. Although some of these
lots may re cite additional clearing or ilnc grading„ no degradscion of the compacted fill
rnCc &I is xpeetod. Fill material was stockpiled on lots 193 through 1207 for use during
the future ading of lots 230 through 236. The stockpiled tnaterial was not tested
because it 1 be removed at a later date.
Irrigationjllled
were encountered in the area of the existing pond and accessing the pond.
The ponremoved during grading but some of the irrigation lines were left in place.
for futuredontrent. These irrigation lines should be removed from building pads and
roadway when abandonment is allowed. Thr. resulting excavations should be
properly and backfill material should be properly compacted.
AeCOa> Me stioni! The allowable bearing pressures recommended in the osiginel
cooteeh lie 1 Engineering Report prepared by Buena Engineers, Inc. dated November 27,
1984(B-14 96-P1, 84.11-:16) remain applicable. Conventional shallow spread footings
should be ttomed in properly compacted fill material at least 12 inches below lowest
4&ccnt e. Continuous footings should be at least 12 incjws wide and isolated pad
footings At ld be at least two feet wide. Continuous footings and isolated pad footings
may be des gned utilizing an allowable bearing preccures of 150+'3 psf. An allowable
increase of 00 psf for each additional six inches of depth may be utilised if desired. The
maximum allowable bc4pu8 pressure should be 3000 psf. The recommended allowable
bearing pres ums may be increased by one-third for wind and seismic loading
Laterot fora may be rcllistod by friction acting along the base of the foundations and
Passive resi lice along the sides of the footings. A friction eoafficiant of 0.45 times the
normal den load forces is suggested for use in design. Passive resistance may be
estimated u ng an equivalent fluid weight of 30o pef. If used in cgmbinatiott, WC bg6cst
that either t ffeitional resistance or the passive resistance be reduced by one-third.
elly Residence -
78-411 Talldng Rock;Turn, Lot 57, Tract 28470-2
La Quinta, California Job Number 9H0102
1332 Bordeaux Street
Pleasanton, California 94566
(925) 484-9330 (x9340 Fax)
JREhlert@Home.com
July 30, 19 R7 (4) Project No. 522-6138-G 1
Cantilever taining walls should be designed using "active" pressures. Active pressures
MY be est mated using an equivalent fluid weight of 35 pef. walls that are restrained
should be signed using "it rest" pressures. At rest pressures may be estimated using an
equivalent guld weight of cS pcf. The given design pressures are applicable for free -
drained ley l backfill conditions.
The project site is located in a %eicrnically active area and the potential for seismic activiny
Should be onsidered in building design. In general, the Uniform Building Code
requiretiler tb fbr Seismic Zone 4 should be adequate for the design of the planned
rvsidcntial .
Benauso a of the site suits (primatily the silty sands and sandy silts encountered
throughout ie northern portion of the site) may be susceptible to settlements due to the
introductioi of excess moisture, care should be taken to minimize infiltration adjacent to
building fx ftduti*tu. Positive drailaga shuuld be provided to direct v4rer away from the
st:ntctures. The ponding of water adjacent to buildings or }'raved areas should noc be
allowed, open grading should be performed to direct stormwater runoff away from
structures landscape irrigation should be tttinimizei
Lim
Sladden En ' sering has prepared this report for the exclusive use of the client and its
authorized presontat;ves. This report has been prepared in accordance with generally
accepted Q technical engineering prRctices as of this date.. No other. warranties, either
expressed o implied are made.
If there ate tnv questions regarding this report nr the testing summarized herein, please
contact the k ndersigned.
Respectful) submitted,
5LADDEN ENGINEERING
Hogan R. W 'ght Brett L'Anderson
Project Engi eer E'rincipal lrngit>ee►
I Copies: 2- Tradition Club Associates, LLC
2- Winchester Development Company
4 "9
n
Ke esi ena
1332 Bordeaux Street
78-411 Talking Rock Turn, Lot 57, Tract 28470-2 Pleasanton, California 94566
La Quinta, California Job Number 9H0102 (925) 484-9330 (x9340 Fax) pagg
JREhlert@Home.com -L
9
July 30, 19 )7 (5) Project No. 522-6138-01
LAborstor PTest Results:
Gray browr fine to coarse grained sand with gravel (SP)
Maximum , )ry Density - 127.8 pcf 11 Optimum Moisture Consent - S. 71/'9
Urown siltine to Comic griuned sand with gravel (SM)
Maximum )q T)ersity - 171 S pcf I Optimwn Moisture Content - 7.9%
Brown slitly silly fine to course grained sand with grovel (SP)
Maximum , )ry Density - 130.7 pd;'Optitnum Moisture Content - A 76A
Brown silty fine grained sand (SM)
Maximum Dry Density - 116.2 pcf Optimum Moisture Content • 13.4%
Brown -vtr) silty fine grained said (SM)
Maximum ')ry Dans-ity - 110.0 pcf " Optimwn Moisture Content - 11.7%
Brown silry finc to medium Sraincd sand (SM)
Maximum )ry Density - I20.0 peff Optimum Moisture Content - 8.9%
afty Rtlwdw K651--
78-411 Talking Rock?rurn, Lot 57, Tract 28470-2 -
La Quinta, California Job Number 9H0102
1332 Bordeaux Street
Pleasanton, California 94566
(925) 4849330 (x9340 Fax)
JREhlert@Home.com'
TOTAL I 'Uri; e
PI
�, I
cn)'O'.�� JON TANDY
n, ,
✓g1vZ'1137630 Medjool Ave.
ev!`ojj'v 8 Palm Desert, CA 92211
^1ev4 Office (760) 772-7192
SPECIAL' • y1'r ,,Fax (760) 772-7193
REGISTERED INSPECTOR'S WEEKLY REPORT Pager (760) 776-3338
TYPE OF
INSPECTION
PERFORMED
❑ REINFORCED CONCRETE ❑ STRUCT. STEEL ASSEMBLY ❑
❑ POST TENSIONED CONCRETE ❑ ASPHALT ❑ OTHER
❑ REINFORCED MASONRY ❑ FIRE PROOFING
JOB LOCATION
LA
REPORT SEQUENCE NO.
TVP6eG\.FURE /� S `
PERMIT N0.J ID I
pq�F�
DAV OF WEEK
MATERIAL DESCRIPTION
ARCHITECT
IN ECT R
���
HRS. CHARGED
c e
ENGINEER
ASSISTANTS
HRS.CHARGED
INSPECTION GENERAL�n
DATE CONTRACTOR C/` CONTRACTOR
-5" tP
(,;A) o',0
l
% reS S • (o �t_ '3 to C/ -E— l N
t�V
J-p ( GtA t0 6- Cta� f0U-Xe—
j
P"S' T S , 1 a,x (--1 `/ 44 p
sit v ,S ._S • (� �c `/ is , S
COPY SENT TO CLIENT ❑
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PAGE OF
CERTIFICATION OF COMPLIANCE
I HEREBY CERTIFY THAT I HAVE INSPECTED TO THE BEST OF MY
KNOWLEDGE ALL OF THE ABOVE REPORTED WORK UNLESS OTHERWISE
NOTED. I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED
PLANS. SPECIFICATIONS. AND APPLICABLE SECTIONS OF THE
GOVERNING BUILDING LAWS.
t
SIGNATURE OF REGISTERO INSPECT R
DATE OF REPORT REGISTER NUMBER