9906-027 (AR)H
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LICENSED CONTRACTOR DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of
Chapter 9 (commencing with Section 7000) of Division 3 of the Business and
Professio&t is Code, and my License is :in full force and effect.
License# Lic. Class ' Exp. Date
674074 B 07131/1.x+°
te. l Signature of Contractor
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am,exempt from the Contractor's
License Law for the following reason: .
( ) I, as owner of the property, or my employees with wages'as their sole
compensation, will do the work, and the structure is not intended or offered for
sale (Sec. 7044, Business & Professionals Code).
( ) I, as owner of the property, am exclusively contracting with licensed
contractors to construct the project (Sec. 7044, Business & Professionals
Code).
O I am exempt under Section B&RC. for this reason.
Date Signature of Owner
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one. of. the following declarations:
( ); I have and`will maintain a certificate of consent to self -insure for workers'
compensation, as provided for by Section 3700 of the Labor Code; for the
performance of the work for which this permit is issued.
(� 1 have and will maintain workers' compensation insurance; as required,by
Section 3700 of the Labor Code, for the performance of the work - for which this
permit is issued. My workers' compensation insurance. carrier & policy no. are:
Carrier Policy No. .
+e fii,1 iJt'II:+ 1: 1)7 33
(This section need not be completed if the permit valuation is for $100.00.or less).
O I certify that in the performance. of thework for which this permit is issued,
I shall not employ any person in any manner so as to become subject to the
workers'. compensation laws of California, and agree that if I shouldbecome
subject to the workers' compensation provisions of Section 3700 of. the Labor
Code, I shall forthwith comply with those provisions.
DAte: Applicant
VWarning: Failure to secure Workers' Compensation coverage is unlawful and
shall subjectan employer to criminal penalties,and civil fines up to $100;000,"in
addition to the cost of compensation, damages as provided for in Section 3706
of the Labor Code, interest and attorney's fees.
IMPORTANT Application is hereby made to the Director of Building and Safety
for a permit subject to the conditions and restrictions set forth on, his
application.
1. Each person upon whose behalf this application is made & each person at
whose request and for whose benefit work is performed under or. pursuant to
any permit issued as a result of this applicaton:agrees to, &,shall, indemnify
& hold harmless the City of La Quinta, its officers, agents and employees.
2: Any permit issued as a result of this application becomes null and void if
work is not commenced within 180 days from date of issuance of such
permit, or cessation of work for 180 days will subject permitto cancellation:
certify that l have read this application and state that the above information is
correct. I agree to comply with all City, and State laws. relating to the building
construction, and hereby authorize representatives of this City to enter upon
4h/e above mentioned property for inspection purposes.
Signature (Owner/Agent) - Date
' BUILDING`PERMIT PERMtT"0641127
DATE / VALUATION►��Q9 LOT TRACT i
I
JOB.SITE
ADDRESS _90-355 HE ATffl0,X;1XN
APN
7r94 !�Q-a/aaii
OWNER
CONTRACTOR
(` rsttr[ i PAR".
{ �tg�rIhY"f'A. f�t75,., i"p. RI)PAR". ifUtS
LSA 1J �.f.'t 1 f !. _J
1/DESIGNER `/ENGINEER
, �l
- Y��P ARl., a:+�"ON�.>��i.F 714)!9
P.U. BOk:. 540
70-295 RAN%, H0 LA f21..(il,)'i'A "1:iR,
C-ek 9in53
1. A c; UIN`,f'11 f, A. 921713
(7cifi)7'i 3 - 9 t).91 C'.f��..►r . 2.�Cx
USE OF PERMIT
ADD j'Ltr1K
hilruX' l 11014 OF WOE 1. f-IU.0, .SG OUEST 140USE
f'tv1J1 ► EAJSvl .:•''_..i1,�i.S:,�;:
e,
D COP
PLAN r.:'Ifi4:t.`f4 FUSE i0!-lrskr-.►zi� 31� �:�.�l.b:�
101n0 �Stc8.56
l014.)dfQ--lil40) t44 50
flit,
-
?,"r t?(1N(Z n„t�YVTON F-1:., ' _ R P,SIY)101-(h7{1-24!.. 0] 4
c,CZA INc:, l:Z ff)l (tfx)-423�000
1k
r
4f fill -T A' l., A W 1, AN C:1 i H:r :K
1113 S PRE-PiUD F.ETS
rfl.on
ev." mt,8' i1u.'.1r:iifs of F i`4ow .
S957.09
RECEIPT
.
DATE
BY
, 1
DATE:FINALED
INSPECTOR
a OPERATION
DATE
INSPECTOR
OPERATION
DATE
INSPECTOR
BUILDING
APPROVALS
MECHANICAL APPROVALS
Set Backs
Underground Ducts
Forms & Footings
—
Ducts
Slab Grade
Return Air
Steel
Combustion Air
Roof Deck
-gip
Exhaust Fans
O.K. to Wrap
7
F.A.U.
Framing
_% —4"-O
Compressor
Insulation
Vents
Fireplace P.L.
Grills
Fireplace T.O.
Fans & Controls
Party Wall Insulation
Condensate Lines
Party Wall Firewall
Exterior Lath
40
Drywall - Int, Lath
Final
Final
POOLS _ PAS,
BLOC WA
AIPROVALS
Steel
Set Backs
Electric Bond
Footings
Main Drain
Bond Beam
Approval to Cover
Equipment Location
Underground Electric
Underground Plbg. Test
Final.
Gas Piping
PLUMBING APPROVALS
Gas Test
Electric Final
Waste Lines
Heater Final
Water Piping
Plumbing Final
Plumbing Top Out
Equipment Enclosure
Shower Pans
O.K. for Finish Plaster
Sewer Lateral
Pool Cover
Sewer Connection
Encapsulation
Gas Piping go
2
Gas Test
Appliances
Final
.0001—
MMEW
�f,fir�
/�, �� pe 9-, (p(�-
�`'�'�t$
&3 8'lG 5--Av-
Final
Utility Notice (Gas)
ELECTRICAL PPAOVALS
Temp. Power Pole
Underground Conduit
Rough Wiring
Low Voltage Wiring
Fixtures
Main Service
Sub Panels
Exterior Receptacles
G.F.I.
Smoke Detectors
Temp. Use of Power
Final
Utility Notice (Perm)
In#"
City of La Quinta ,
Building & Safety Division
P:O. Box 1504, 78-495 Calle Tampico
La Quints, CA 92253 - (619) 777-7012
Building Permit .Application and Tracking .Sheet
Permit #
Project Address: 3 �S� ?d�P(�/�
Owner's Name: Gt-
A. P. Number:� T% --oo
Address: A n-
Legal Description: //L4eT Z.7
City,ST, Zip: Z Z
Contractor;; Sparks Construction _
Address: - PO Box 1716
Telephone: 7 Q ,•.,<� �� _ ., ::a.��;,�•
Project Description:
City,ST, Zip: La Quinta, CA 92253
G(/%,(/£' C �,K-r� �Jx' f ` -_Jc
Telephone: (760) 771-1941
Jae Y
State Lic. # : 674074
City'-I c. #: 2996
Arch.. Engr., Designer: 464"414's 414( C' Jee(
)C
Address:
City ST. Zip:
m
Telephone:
= ' =
Con y e: Occupancy:
State Lic. #:
Project type (circle one): New dd' o
Name of Contact Person: olan Spar4s RtK9
Sq. E I�
# Stories:
# Units:
Telephone # of Contact Person. 771-1941 '7Q� 725
Estimated Value of Project: 'Vl W.
PP ANT:.DO WRITE BELOW'THIS LINE �� %�� r0�40
#
Submittal
Req'd
Recd
TRACIMG PERMIT FEES
Plan Sets
Plan Check submitted Z Item
Amount
Structural Calcs.
Reviewed, ready'for// Plan Check Deposit
corrections l0 .2- -5?
Truss Calcs.
Called:ContactPerson G Z - 1 Plan Check Balance
t
Title 24 Cafes.
Plans picked up (p-' Construction
0
Grant Deed
Plans resubmitted Mechanical
W4 !ia
School Fees
Reviewed,-ready to issue Electrical
t
Subcontactor List
Called Contact Person Plumbing
, (�
Contractor Info.
Dateaofpermitissue S.M.I.
0
Cly Business Lic.
Grading
20 .,w
Workers' Comp.
, Infrastructure
Planning Approval
Q A.I.P.P.
Pub. Wks. Appr.
AAKE;
H.O.A. Approval
Fire Mar. Appr.
H. Dept. Approval
AD. approval
Date of final inspection Total Permit. Fees
Desert Sands Unified School District
47-950 Dune Palms Road
Notice: La. Quinta, CA 92253
Document Cannot Be .Duplicated 760-771-8515
CERTIFICATE OF COMPLIANCE
Date 8/6/99
No. 191.52
Owner NameLa Quinta Orchard Partners
No. 50-355 Street Heatherglen
City La Quinta
Tract #
Type of Development.
Comments
Lot #
Single Family Residence
APN # 769-770-001
Jurisdiction La Quinta
zip 92253,
Permit#
Log #
Study Area
Square Footage 1,127
No. of Units 1
At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered
patios/walkways, residential additions under 5.00 square feet, detached accessory structures oureplacement mobilehomes.
It has been determined the above-named owner is exempt from paying school fees at this time due to the following
reason:
EXEMPTION NOT APPLICABLE
This certifies that school facility fees imposed pursuant to Government Code 53080 in the amount of
1.93. X 1,127 or ,$ 2,175.11 the property listed. above and tharbuilding
permits and/or- Certificates of Occupancy for this square footage in this proposed project may.now be.'issued
Fees,Paid By cc/Eldorado Bank/Sparks Construction Telephone
Name on the check
By Dr. Doris Wilson
Superintendent
Fee collected /exempted by Juanita Green Payment,Received $2,175.11
Check No. 108708121
Signature ' &uz&- 1
NOTICE: Pursuant of Aslembly Bill 3081 (CHAP 549, STATS. 1996) this will serve to notify you that the 90 -day approval period In which you may piotestthe fees or other payment identified
above will begin to run from the date on which the building or installation permit for this project is assued or on which they are paid -to the District(s) or to another public entity authorized to
collect them on the District('s)(a') behalf,.whichever, is earlier.,
Collector: Attach a copy of county or city plan check application form to district copy°.for all waivers.
Embossed Original- Building Dept:/Applicant Copy - Applicant/Receipt Copy - Accounting
CityLa o Uinta
Developers Project Approval Form
Prior to the issuance of Building Permits for the project listed below„ the .following Departmental
clearances must be obtained. Please return this form to the Building and Safety Department a- y
er provaI. Contact applicant for resolution of conditions preventing or delaying approval.
Project: Wine cellar & Guest House (plans in Bldg.. Dept.)
Rancho La Quinta, 50-355 Heatherglen
Applicant Contact: Nolan Sparks; Sparks Construction, 7714941
Applicati Circulation Date•
Community Development Department
"V- -7&-7
Christine Di Iorio, Planning Manager�" -
�— VotiDate
�_a�,n� h�+v.� kr`�12.�,,ti, . �� Ina,v� (�-�}xl�►�_
Public Works Department i.t-,e, povw ji (ag a 4,zcovi, oKi-b .�
Steve Speer, Senior Engineer
Building and Safety Department
Date
Mark Harold, Building and Safety Department Manager Date
Health. Department
Date
Fire Department
Date
Schools Fees Paid
Date
WALLING & McCALLUM / LIMITED
A R C M I T'E C T U R E • PLANNING • E -N O I N'E E P I.N D
45180 CLUB DANE (780( 988.8280
INOIA04
NIELL8.. CA 82210 FAX[78013860788
July 22, 1999
Mr. Mark Harold
Department of Building & Safety
CITY OF LA QUINTA
Post Office Box 1504
La Quints, CA 92253
RE: The Estancias
Lot 13
La Quinta, CA
Dear Mark:
I have reviewed the truss calculations and find them to be in compliance with the drawings. I
have also entered :into an agreement with The Estancias to observe the final framing to see if itis
in conformance with the plans and specifications as prepared by this office.
Yours truly
ohn G. Walling, A.I.A.
t) 4)c 4z, L. SPR. lks LVALP 4=c 9=0d.4 E400- CF- OJOWT
164Tr 2.Z.
24 A -P40! 4A*Ph4&^ 9. Wpo^. -t. A&Jc.%.&O M^4la aF VV -
4%,
WALLING:& McCALLUM LIMIYED'.
ARcmJ,rrE.C'rLI ,R E PL.ANNINO E MGI M E E R I M M
P
45-190 CLUB DR.'176013 60-0250 PPPP'IM
INDIAN WELLS._ CA. 922 10 FAX (700) 360-0786
MAY 9, 2000
N
Department of Building & Safety
City ,of La Quinta
Post Office Box 1,504
La Quinta, CA 92253
Re: The Estancias
Lot 1131, Trellis,
La Quinta, CA
Dear Mark:
At post to foundation, connection substitute M8T48 w/ 5/8x51/2 lags into Redheads @
iide,of footing.'
John Walling, Aj.A.
JW'/mlM
:IIII:41[:MI@I.IIkN191:
rl
/�'fib-F.7�1�.;�►Qcf.7�l�.'�G4�.7�
TABLE I
Joist Joist
Series Depth
(inches)
Allowable
Moment
(ft=lbs)
Max. Shear ;&
End Reaction
For 4` Long
Bearing
Design
Max.'End
Reaction;
For 1,314"
Bearing
• '
Max:antermediate
Reaction (lbs)
No Web With Web
Stiffeners Stiffeners"'
Nail Only
El
(x id)
Glue-Naiied
EI
(x 10")
K
(x id)
SJ -150
9 1/2"
2770
1125-
975.
1950
2440
_1'fi4,
196• _
4.94
All Depths
11 7/$"71U
-
1.42.5
975:
19,50
`f ' 2440
J>' .' 283
33.2
6.-T .8 "o
8-
91/2"
'3260
1.125
1'060
2120
2570
190
222
4.94
SJ
1_f 7/8'"'
43.60
1425
1.060
2120
2$70
.326
376
6.1'8:
-250
14"
5360
1.5508
1,060
2120
2570
485
554
728
1.6"
6300
15508
1060
2120
2570
667
757
8132
4'-0"V-0"
117/8"
5050
1425
1'250
2500
2950
407
459
6.18
SJ -350
A. '�^
P
0 4 ", ~156d '
1"2- 6
2500 ''
950
F,
.e
4 "
'-0
4`-6"
16"
7300
1'550
1250
2506
2950
822
914
8.32
1'-0"
117/8"
7750
1750
1 1400
3375
3850
606
660
7.18
SJ -550"
••„1i�4
9530
'1:750 _
1,400
'3375 , :
_ .3850
5'-6"
962
8:4-7,
8'-6"
16”
11200
1750
1400
3375
3850
1209
1 1305
9.68
Notes:
3'-0"
4'4-
5'-6"
6'-0"
6'-6"
8'-0"'
9'4"
10'-0"
11'-6"
1. Glue -nailed El valuesare for 12" oe spacing and' increase for wider joist spacing. 3. The allowable,moment, shear rand reactions are'for normal, duration, loading
Glue -nailed El values apply to floor use only. and can be increased in accordance with the code for load duration.
Both bending and.shear deformations shall be considered when computing
deflections.
For bending deflection, use standard engineering formulae.
For shear deflection use 8x bending moment/K.
EXAMPLE. Unifformly distributed load on,a simple span joist.
Deflection = 5wl /384EI + 8M/K = 5w1:/384EI + wl /K
w =-uniform load in,pounds per lineal inch
I = effective span in inches
Duct Hole length from table.
t Span
Notes:
WNole2
Table value
(Min..Distance)
Center of hole.
TABLE' III
4. Moment values, shown are for non -repetitive use. For joistspacing of
24" o.c. or less, values maybe increased 4%.
5. 1 3/4"'minimum bearing required at joist ends. 3 1/2" minimum bearlhg
required at intennediateaupports.
6. Option,— 5 1/4" bearing without, web stiffeners.
7. Design properties limited to untreated; dry conditions of use and assume
lateral support full length of the compression flange.
TABLE II
Duct Hole Chart Maximum duct hole length
Joist
Series
Joist
De h
JOIST SPA
12 1 16
Gin. o.c.)
19.2 24
SJ -150
All Depths
12"
8`
6"
6"
SJ -250
91/2!'& 11 7/W
14" & 16"
13"
9"
9' '
8"
8"
8"
8"
8"
SJ -350
All Depths
12"
10"
10"
10"
SJ -550
I All Depths
12"
10"
8"
8-
A. Do not cut,or damage,flanges. Do not overcut corners of holes.
& Full depth rectangular holes shall be located at center of span:
C. A:full depth rectangularholIa is.only'allowed'in'longest span of
multiple span joists.
D. This table invalid for residential spans that meet the floor span
tables, in,this=product guide. Contact Willamette, Industries for other
applications.
E: Other holes are not allowed within three times the duct:hole.length
specified in table.
F. ,Allowabledepth of hole is depth of web minus 1/4".
ROUND HOLE CHART Minimum distance from face of nearest support tocenter of hole.
JOIST
HOLE DIAMETER
SERIES
DEPTH
3"
4"
5'
6"
6 1/4"
T
8" .185/8.
9"
10"
10 3/4"
12"
12 3/4"
SJ -150
91'%2'
2'-6"
3'-6"
4-,6
5'76
6'=0
11 7/8
1`-6
2 -6"
3 -6
466'
4 -6
-
V-6-
&.61"
V-011
91/2"
3'-0"
4'-0"
5'-0"
6'-6"
7'-0"
SJ -250
117/8"'
2'-0"
3'-0"
4'-0"V-0"
V-6"
�
6'-6"
8'-0"'
Y-6"
14 "
1'-0'
1' -0 "
- 4-
2 -0
3 -6 "
4 "
'-0
4`-6"
6 -0"
T-0°'
7'-6!'
9 -0 "
� �
1 1 -6
16"
1'-0"
V-0"
1 -0"
1'-0"
1'-0"
2'=6"
5'-0"
5'-0"
5'=6"
T-0"
8'-0"
10'-6"
13'-0"
11''7/8"
'-6"
4'-6"
5'-6"
7'-0"
T-6"
8'-6"
10'-0"
11'-6"
SJ -350
14"
1'-6"
3'-0"
4'4-
5'-6"
6'-0"
6'-6"
8'-0"'
9'4"
10'-0"
11'-6"
13'=6"
16"
V-0"
1'-0"
1'-6"
3'-0"
3'-6"'
5'-0"
6'-6"
71-6"
8'4"
9'4"
11'-0"
13'-6"
if -0"
2'4'
4:-6"
6'4"
7'=6"
8'-0"
9'-6"
11'4"
174'
L117/8"
SJ-550
14"
2'=0"
3'-6"
4'-6"
64'
6'-6"
8'-0"
10'-0"
11'-0"
11'-6''
13'-6"
15'-6"
16"
1'-0"
1"-0"
2'-0"
T-6"
4'-0"
5'-6"
7-0"
8'-6"
9'-0"
11'-6"
13'-0"
16'-0"
18'-0"
Notes: 1. Do not cut or damage'flanges..
2. The clear distance between holes must equal or exceed twicwthe,diameter of the, largest :,hole; or three times the longest side of a rectangular hole.
3. Except:.as noted! ih,A and B above,,a 2' diame{er'hole',is permitted to be drilled anywhere.
4. The: longest side of al rectangular hole shall not exceed;three-fourths of' the allowable round hole diameter.
5. This table is applicable only for uniformly Ioaded;StrucJoisbdesigned using the,root and floor span tables in this Product.Guide. Contact,Willamette.
Industries for other applications.
6. Outermost spans of multiple span applications shall be at least 40"/0 of the adjacent span.
TABLE IV
Strucioist.SpansD-.•
ON - CENTER SPACING
-Joist;,' Joist Simple Span
-S0gaA Depth 12"o% 16"o% 19,2"0/c 24"01c 12"o%
Live Load 41 'psf
Load = 10 •
:1
MultipleSpan
16"o% 19.2"ok
1
24"o/c.
91/2 " 171-011 � 15 T'
W .150
14'- 9'
13'-10'I
18'- 8"
17-m 0
16 1
15'.0"
11 7/811 20-- 4 18.8
17'm 7
16--. 6
22 - 3
20'- 4;
19!- 31
15'= 5:
9 1/2" 17'- 9" '16'- 3"
15'- 4"
14'- 4"
191-51'
171- 9"
16'- 9"
15'- 8"
11 7/8" 21'- 3" 11- 5"
SJ=250
1'8'- 4"
171-111
23'- 2"
21'= 2"
20'- 0"
TV- 9"
- ��
14" 24'- 2" 22''- 1
� �
20 10��
1. II
19 6
�
26 �� 5
.
24.�11
2
1' "
2,1 .. 0
16' 9"
16" 26-11 " 24'- 6"
23'- 21'
21'- 0"
29'- 5"
25. 3" :
21!'=4'
16'= 9"
11 7/8" 22'- W. 20'-8"
191- 6"
18'- 2"
24'-9"
22'- 7"
21'- 3"
-1;9'- 9"
SJ -350' 14" 25'- 9" 23'- 6:'
22'- 2"
20'- 8"
28'- 2"
25'- 8"
24'- 2"
T 19'- 9" .
16" 28'- 7" 261- 1"
24'- 7"
22'-11"
31'-3"
28'- 6"
241- 9:'
1Or 9"
11 7/8" 25'- 7" 23'- 4"
221-0-1
20'- 6"
28'-0"
26- 6"
24'-'0"
22'- 4"
SJ -550' 14." 29'- 1" 26-6-1
24'-11"'
23'= 3"
31'-10"
28'-11"
27'- 3"
25'- 5"'
16" 32'- 3" 29'- 4"
27'- 8"
25'- 9"
11 35'- 3"
32'- 1''
30'- 2"
2b'- 9"
Notes:
1. Spans are based on glue -nailed sheathing.
Adhesive shall Com I with specification
P Y P
AFG-01 of the American Plywood
Association.
2. Reduce spans 10" for nailed sheathing only.
3. Spans are based on clear distance
between supports. Outermost spans in
multiple span applications shall' be at least
40% of adjacent span.
4. Spans are based on 1 3/4" exterior reactions
without, web stiffeners and 3 1/2" interior
reactions without web stiffeners:
Joists
with Web Stiffeners attached at inferior supports.
r
^rx of.''
rya
�
ON - CENTER SPACING
Joist Multiple Span
Depth 12"0% 16"6/c 19.2"0% 24"o/c
SJ 1'50'
11 7/8" 17'- 5"
SJ450
9 1/2" kN
11 7/8" 18'- 8"
14" 22'- 9" 20'-4"
" `� "' _ ' 26-10" 25'- 4" 20'-4"
3J�350
1117/8" 19'-10"
14" 22'- 7"
16" - 26-10" 23'- 5"
d
SJ -550
":.ya-- c• - x. r- .a -" - - -
14"
16" 26- 9"
5. The table extension above applies to joists with web stiffeners at interior
supports or joists without web stiffeners when supports are a minimum of
5 1/4" wide.
Notes:
1. Use plywood or OSB rated sheathing with face grain parallel to long axis
of the stiffener.
2. Use solid -sawn Construction. Grade or better.
-•
• e
-e
Joist Series
Joist Depths
Stiffener
Nails
SJ -150
9 1/2" & 11 7/8"
1/2" x 2 5/16"'
4-8d (clinched)
5/8°.<x.2
'8d (clinched)
SJ -250
10 '& 1'6"
5/6"'12 666°'
5-6d (clinched)
11 7/8"
1" x 2 5/16"'
-8d14"
SJ -350
& 16"
1" x 2 5/16"'
L4
SJ -550
All depths
2x4'(min)"
Notes:
1. Use plywood or OSB rated sheathing with face grain parallel to long axis
of the stiffener.
2. Use solid -sawn Construction. Grade or better.
TABLE V
1. Spans shown are simple spans.
2. Spans shown. are "horizontal" clear spans.
3. The:20 psf non -snow live loads have been reduced to 16 psf for slopes:of 4:12 and greater. Reduce spans 3'-0" forslopes:greater than 8:12.
Maximum.roof slope is 12.12.
4. Maximum deflection is limited to U180 under total load and U240 under live load.
5: Spans are based on 1 3/4" exterior reactions without web stiffeners.
6. All roof joists to be sloped 1/4' per foot minimum.
Roof
Span Table for
StrucJoist Sloped 8/12 and--Les-s
Live
Dead SJ -150
SJ -250 SJ -350 W-550
Load
Load
(psf)
(psf) 9 1/2" 11 7/8"
9 1/2"
11 7/8"
14"
16"
11 7/8"
14"
16"
11 7/8"
14"
16"
"
Non -Snow
20
15
22'- 6"
27- 0"
23'- 8"
28'- -4"
32'- 4"
36'- 0"
30'- 6"
34'- 9"
36'- 0"
34'-10"
36'- 0"
361- 0"
.,
126% =
20
20
21'- 3"
25'- 7"
22'- 4"
26'-10"
301- 8"
34--l"
28'-10''
32'-10"
36'- 0"
33'= 0"
36'- 0"
361- 0"
12"
'
25
_
17
20'- 5"
24'- 6"
21'- 5"
25'- 8"
29'- 4"
32'- 8"
27'- 8"
31--6n
35'- 0"
31'- 7"
35'-11"
36'- 0"
Tn
Snow
30
1.7 m
1`9'--8"`
23= 8! =
20- 8" :
24-:9
28= 4p
."
31 - 6 :
26'- 8"
30'- 5"
33'- 9"
30'=-6"
34'-;8"
36'=,0"
115°
., 40, :f
17
18` `6'�
22'- 3"
19' 5'"-',
-23' . fl"
26.'-�r
21-7-n
'26`0'" 1>"
28'_=-!n
31!'-.91
��=y,8i�
32`- 7"
36': 0III.
50
17
17'- 6"
21'- 1"
18'- 5"
22'- 1"
25'- 3"
27'-11"
23'- 9"
27'- 1"
30'- 1"
27'- 2"
30'-11."
34'- 3"
Non Snow;
20
15
20'- 5"
24'- 6"
21'- 5"
25'- 8"
291-4-1
321- 8"
27'- 8"
31l-611
351- 0"
311-711
351-1111
361-011
125%
20
20
19'- 4"
23'- 2"
20--T
24--4"
27'- 9"
30'-11"
26'- 2"
29'-10"
33'- 1"
29'-11"
34'- 0"
36'- 0"
18"`
25
17
18'- 6"
22'= 2"
19'- 5"
231- 3"
26'- 7"
291-711
251-011
281-1511
31'- 9"
281- 7"
32'- 7"
361-611
O.Q.,
Snow
30
17
17 10
21 �- 5n
18'��
22' S'"
25� 811
28' 7"
24� 2"
27'w,,6"kn
30� 7"
27.7T��
31
34' 1'0n
115%
"` 40
17
��"
16!-,6#-
6 6
:20 - 0"', .
171- 7' ',
21'= 1"''
-24 - 0
26 - 0
22'' 8
25 -1.0
.28 1
75 =i1
.5n
29 - 6
32'= 9'
50
50
17
15'-11"
1`8'- 5"
16--8n
20--0"
22'- 2"
22'- 8"
21--6"
23'-11'
25'-11"
23'- 9"
28'- 0''
29'- 6"
Non -Snow.
20
15
19'- 2"
23'- 0"
20'- 1"
241- 2"
27'- 7"
30'- 8"
26'- 0"
29'- 7"
32.-11"
29'- 8"
33'- 9"
36'- 0"
125%
20
20
18'- 1"
21'- 9"
19'- 0"
22'-10"
26- 1"
29'- 0"
24'- 7"
28 --On
31'- 1"
281- 1"
31'-11"
351-511
19.2^-
25
17
1T- 4"
20'-10"
18'- 3"
21'-10"
25'- 0"
27'- 5"
23'- 6"
26'-10"
29--7--
26-11"
30'- 7"
33'-11"
9:C..
Snow
30
17 ;
16' .9"
2U'- 0 ,
.17' 7" •
21' V
24'= 0"
,25'-1;1 "
22'= 8"
25' 10"
28'..,, 0''=
25' 11'.'
29'- :6°
32'= 9='
11:5%
4.0
17'
15'= 9°.
18"= 0.°
16'= 60
19'='9"
21'-1.0"
22'-1"
21'- 4"
23- 711
25%. 6"
23'- 1''
27'- 8"
28'- 8"
50
17
14'- 7"
15'- 5"
1.5'-'8"
18'- 3"
18'-11"
18'-1'1"
19'- 8"
21'- 9"
22'- 6"
19'- 9"
24'- 7"
24,-7H
Non -Snow
20
15
17'- 9"
21'- 4"
18'- 8"
22'- 4"
25.'-'7"
28'- 5"
24'- 1"
2T7 5"
30'- 6"
27'- 6"
31'- 3''
34'- 8"
1.25'/0
.20
20
1.6'- 9"
20'-2"
17'- 7"
21'- 2''
24'= 2"
26'-11"
. 22'- 9"
25'-11''
28'-10"
26'- 0"
29'- 7"
32'=10"
`24"
25
17
16'- 1"
18'- 9"
16-10"
20'- 3"
22'- 7"
23'- 6"
21'- 9"
24'- 4"
26'- 4"
24'- 7"
28'- 4"
30'- 6"
O G,
Snow
30�
17 ,
15--,V'1,T-'3"„
' 1,6' 8
19'- Vit''
2,11_x2",
;2^1'
20`=11"
23_11„
.24%1.1'�
22'11'"
27 _ 4��
27� , ^°.
115'/0.
40,
17
141- 0°
"1,4'- .5"
15'= 3"
1 T- 7`'
1 T= `7"
1 T- 7"
18'- 5''
20'-T1''
21'- 0°
18'm,66
22'=y11 "
22'-:11
50
17
12'- 1"
12'- 4"
13'- 5"
1.6- 1''
15'- 1"
15'- 1"
15-10"
18--0"
1.81'- 0"
1.5'-10"
19'- 8"
19'- 8"
1. Spans shown are simple spans.
2. Spans shown. are "horizontal" clear spans.
3. The:20 psf non -snow live loads have been reduced to 16 psf for slopes:of 4:12 and greater. Reduce spans 3'-0" forslopes:greater than 8:12.
Maximum.roof slope is 12.12.
4. Maximum deflection is limited to U180 under total load and U240 under live load.
5: Spans are based on 1 3/4" exterior reactions without web stiffeners.
6. All roof joists to be sloped 1/4' per foot minimum.