0105-322 (GRES)N 111
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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
'Professionals Code, and my License is in full force and effect.
',t! License # Lic. Class Exp. Date
Date 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 & tProfessionals
Code). /ihis/ "r _-� . J r
O 'am exempt under Section , B&P.C. for treason �"
ate Signature of Owner
WORKER'S COMPENSATION DECLARATION J'
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.
( ) I 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.
(This section need not be completed if the permit valuation is for $100.00 or less).
( ) I certify that in the performance of the work 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 agreethat if I should become
subject -to workers' compensation,p'rovisions;(if.41 4.9, ction 3700 of the Labor
Code, I sFiaYl`forthwith comply with those provisions.
Applicant.� �"r y"%s;"' .✓ �"`� �,^
Warning: Failure to secure Workers' Compensation coverage is unlawful and
shall subject an 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;J
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 t��
any permit issued as a result of this applicaton agrees to, & shall, indemnify
& hold harmless the.City of La Quinta, its officers, agents and employee.
`g?+J. `Any permit issued as a result of this application becomes null and void 'f
"work is not commenced within 180 days from date of issuance of suc
permit, or cessation of work for 180 days will subject permit to cancellatio �.
I certify that I 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 authorizes representatives of this City to enter upon
,the above-mentioned property forinspection-pu'rposes. f
Sgi' nature (Owner/Agent)'� -' a 'I ��Date
'� ' BUILDING PERMIT - PERMIT"
DATE VALUATION LOT I10%,322 TRACT
".742,40
JOB SITE
APN
ADDRESS
45-1801r+k=r FOX DIZ"
230,018
OWNER
CONTRACTOR/DESIGNER/EN (NEER
SCOW 11 OLxV18014
4.•x;1 90 i7=Xf FOX DR
rimQUIMA CA 92.25
C'.13w
USE OF PERMIT
OfiJW321.OR CaPO12T
.W'37 ATTACH= ClAkWE, WITH SUN DF -CK.
MLiAM 344.00 V
°I. ^D Coln OF C�P.1;1'b'° 'I�'t"MON
,1.42 O
y Y pq t ;f y �,,��p ,y g�y,��p"7E'31
PIAN CHFIC a FEE 1031.000.439-M
WNM`I'WdtL Y]iaN FRE 101-000-41118.400 $90.60
Y-1.,1 CTRICAL PtM. 101.000.420.000 $15,40
ar'"f'RONO MOTION P'EE • RESID 101.000-241-(tW �.bd
n "
1 ^^8 ,-1Y3 A . - l •9:s`.f�UC'3:l'ON AND PLAN CTi�. CIC
$164.17-
L1��3 ,°
- -- � �=F's117) F'.[?1',3
— U #
$0100
JUN 1 1 2001 ru �rx` fl , a� :mow
s104.1r
it y 9f LA UUINIA
FINANCE DEPT
RECEIPT
DATE
BY 4 (
DATE FINAL D
7SPF-CTOR.
rAM
INSPECTION RECORD
OPERATION
DATE
INSPECTOR
OPERATION
DATE
INSPECTOR
BUILDING APPROVALS
MECHANICAL APPROVALS
Set Backs
1t7--l��0 ( /
Underground Ducts
Forms & Footings
Slab Grade
/ t!/
` t
Ducts
Return Air
Steel
Combustion Air
Roof Deck
l s` d ?i
Exhaust Fans
0. K. to Wrap
Framing
( L 5?
F.A.U.
Compressor
Insulation
Vents
Fireplade P.L.
Grills
Fireplace T.O.
Fans & Controls
Party Wall Insulation
Condensate Lines
Party Wall Firewall
Exterior Lath
Drywall - Int. Lath
Final
Final . �i/� 6s �-�
BLOCKWALL APPROVALS
Steel
POOLS - SPAS
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
Gas Test
Appliances
Final
Final
Utility Notice (Gas)
ELECTRICAL APPROVALS
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)
COMMENTS:
C
OWNER/BUILDER INFORMATION -
Dear Property Owner:
An application for a building permit has been submitted in your name listing yourself as the builder of the property
improvements specified.
For your protection you should be aware that as "Owner/ Builder" you are the responsible party of record on such a
permit. Building permits are not required to be signed by property owners unless they are personally performing their
own work. If your work is being performed by someone other than yourself, you may protect yourself from possible
liability if that person applies for the proper permit in his or her name.
Contractors are required by law to be licensed and bonded by the State of California and to have a business license
from the City or County. They are also required by law' to put their license number on all permits for which they
apply.
If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be
aware of the following information for your benefit and protection:
If you employ or otherwise engage any persons other than your immediate familly, and the work (including materials
and other costs) is $200.00 or more for the entire project, and such persons are not licensed as contractors or
subcontractors, then you may be an employer.
If you are an employer, you must register with the State and Federal Government as an employer and you are subject
to several obligations including State and Federal income tax withholding, federal social security taxes, worker's
compensation insurance, disability insurance costs and unemployment compensation contributions.
There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with
respect to worker's compensation insurance.
For more specific information about your obligations under Federal Law, contact the Internal Revenue Service (and, if
you wish, the U.S. Small Business Adminstration). For more specific information about your obligations under State
Law, contact the Department of Benefit Payments and the Division of Industrial Accidents.
If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their
work personally or through their own employees, without a licensed contractor or subcontractor, only under limited
conditions.
A frequent practice of unlicensed persons professing to be contractors is to secure an "Owner/Builder" building
permit, erroneously implying that the property owner is providing his or her own labor and material personally.
Building permits are not required to be signed by property owners unless they are performing their own work
personally.
Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your
community or at 1020 N. Street, Sacramento, California 95814.
Please complete and return the enclosed owner -builder verification form so that we can confirm that you are aware of
these matters. The building permit will not be issued until the verification is returned.
Very truly yours,
CITY OF LA QUINTA
DEPT. OF BUILDING AND SAFETY
78-495 Calle Tampico
La Quinta, CA 92253
(760)777-7012
FAX �(760/777-7,GTJ�;��'7
V0 , ER'S SI A A
G
PROPERTY ADDRESS
DI�S-3��..�
PERMIT NUMBER(s)
Owner: Scott Olafson
Address: 45-180 Desert Fog Drive
Tract: 23535-4
Project: Garage Addition
CONSTRUCTION HOURS
October 1st - April 30
Monday - Friday: 7:00 a.m. to 5:30 p.m.
Saturday: 8:00 a.m. to 5:00 p.m.
Sunday; None
Government Code Holidays: None
May 1st - September 30th
Monday
turdaay.Frida8:00:00 a m. o.to 7:005 00 P-m.�
Sunday: None
Government Code holidays: None
TITLE ""N ADEQUATELY SIZED kONTAINER
A RE -INSPECTION FEE OF $30
WILL BE CHARGED IF THE APPROVED
PLANS AND JOB CARD ARE NOT ON.
THE SITE FOR A SCHEDULED
INSPECTION.
.NO EXCEPTIONS!
BCI JOIST Product Information
T fe'�� 1>co " .0 -as -f C -Op y
����,AQUINTA
BUILAPPROVED PT
FOR CONSTRUCnON
DATE 5 30 O BY
IS REQUIRED ON THE JOB SITIE DURING ALL
East Elevation — Existing View
PHASES OF CONSTRUCTIONS ND MUST BE
South Elevation — Existing View
EMPTIED AS NECESSARY FAILURE TO DO SO
East Elevation — Proposed View
South Elevation — Proposed View
MAY CAUSE THE CITY TO HAVE SHE CONTAINER _
Is` Floor Layout
DUMPED AT THE EXPENSE OS THE OWNER/
Upper Sun Deck Layout
CONTRACTOR." 6
Footing Detail
7
Header Detail
8
Joist Detail
9
17PENDIX 2 �J-L, 6 (w A p ��-+a i'z
BCI JOIST Product Information
T fe'�� 1>co " .0 -as -f C -Op y
����,AQUINTA
BUILAPPROVED PT
FOR CONSTRUCnON
DATE 5 30 O BY
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w `
0.1
$'L, 411 9.. Y i.
f..uxj y
BULDING & SAFETY DEPT -
APPROVED
FOR CONSTRUCTION
DATE __-- BY
Owner: Scot i1laPsorh
w'
Ft
:Trac# 2353 4"
Projects Gpi^age p►ddi, lon, ., �+ '<
- ` i <
Desert tion' fast: EtevataQn "= Exstmga:
P
,
Provides . setbaet 5 artd #xisitim I East
Y
.
F..
j ! ''• � `' ,. .
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$'L, 411 9.. Y i.
f..uxj y
BULDING & SAFETY DEPT -
APPROVED
FOR CONSTRUCTION
DATE __-- BY
S
a r
w'
Ft
_` •` ., rte..
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0.1
$'L, 411 9.. Y i.
f..uxj y
BULDING & SAFETY DEPT -
APPROVED
FOR CONSTRUCTION
DATE __-- BY
22' to End of
Driveway V
-
22' to End of
Driveway V
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Qwner= Scott ,Olai'son QU
igG^esst-y4 180 Desert:=Fox Drive y BUILD -)EPT
Pro jec': C�iarage Addition
Descnpton Upper' Sun Deck. The sub floor wilt consist o 3/41-
(+ ION
adliesive,, concrete backerboard.(or equwalen)"atid thir�set.
'
The floor will be=Saltio. Tile.- Drainage W' U be?�rovi ied:l�y � n,railing
i Inaesst iserfIeotopt of p+w via to wastM MMfoo
-:OV i'M i ,' O==2
T
Existing 3 Car Garage with
existing rear roll -up door
1®
F
het �� x baa: A,�G1,,er' �Mt-rvxv►�JrY, �`�' i�'''��>X= tit -L..
4' ®I �.
pae��rg T tt ta't �BOyv% Qby ('Vj00
poJGera S v,� tv-tw> sxL% ,
G¢ao�
i
ea
ArtGti�
�OtoT
CITY ®F LA QUIN
BUILDING & SAFETY DEPT.
FOR CONSTRUCTION
DATE BY__"J
7
fK4,t i?0
Owner: Scwtt 4Rdfson
°Address? '45�380r,pesert= Fox'Drive'
Prtl;Jec# Gdrpge�
,Descr.+ption3�D�tnit� for::proposed,��;cs¢'r=�gLt'•'�.x`�'�� A�:�'
ITY--011_QU 1 NTA
IN .(N 5ai=ETY DEPT.
APPRLVED
FOR CONSTRUCTION
-DATE BY
'� l
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.—�� rx �rlp�.ATEs'
r x + 14 aC: �� .
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r �{ t27 gr x i TNn�rrs
7 p
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sppupus fir4e
DOrptts i Y•
A
Standard Wall
B r ,}Garage
Door Qp�er��ng''
2' ■ .1 Lt'ippt" fi
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Doupiis ik -
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'<2J r• x 41 Tryfrkri is
f lkM 41
W K 1 Yips
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s.1; q^A
. �,.�
Z• x 1' a(Ytp Stud �
_.
- f �"
C - S6curit-y.
Doer Opening;
D - Door ;and"
Sidplite Qperiing
-
Qi�ner3
Address:"5 18fl Desert Fax �iirive �`----
Tract -INTA;'
Projec#j: Gar. age Aral on-tP .'666seef �,������
:. t DEPT.
DescIption Joss# . p, dit Strw�#ural', sp�cificalio are !
.onho#ileo ger! s enc,sf�eetsr"*on_ Biri 3 '
N S
-'c� xtc>''.gLfw, t.1 aG�-2 ac rry TUqA�'�2.N . TRUCTI6N
OAT
By
sr 14,
2"x10" Ledger
t y� sl OS "SronY
'IC! JoisEs sttnchee to aaipr
'
IIo„yt�t :r
•. ''ri S� 'i r'�'��t R'L f .� `$ .... k .y Y. t'� S -G t , `� .�, �t "� .{` . -
�, ti � 7 ?'` f t �: � � •-C r i' a ..y 1 t" � ,Y.ly f Fr.�r..r P'-1i�.i0' .IOTft� -
" X
dacjjwtS r t�CC1 ,5 1.> _ •. F - +t�, ,� 4 ± . _ >ti r, k Y
s{k Y"f1 f cw
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1G Jolst ealled� to � t � ^c 9 ' : s �• 3� h a� �,T�3 �' �,�� `��7r r^� � •, �i�'�r
!_ i 'dMIA
01:iYR..��71" YON
r -
. .. _ Existin 3 CQ1" r s ra � t i i �.a r• a't � `� ' * � � '± � '
Garage with q
existing,' rear ^,
r: olt up :door. T . r
ita*.
' ' 2 N`iltPChetl DC1 N far * t t 6 " r Stonda'id 2' �c �' Sln{t. at
" atldlttenat.,detotD ia.•cho
ia� adoltltlna�`tliPt4XiI a 1Wt+�'►wipM as'8Zi toTsts
t.
LPA
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R
Rise
81811
Staircase Detail
2" x 12" Joist w/ 15" x314"
Plywood Hanger
x 12" Stringer
2" x 4" Pressure Treated
Kick Board
Concrete Slab
-
91911
Run
CITY OF LPA ��I�fTA
BUILDING & SAFETY DEPT.
�P p OV
FOR CONSTRUCTION
DATE BY
C
L
c9y 1
Wau-
ors
WrAo. Zxy
0440
DIF. -5TDOO-S
Wl c-0vaL-A(?p '1j,6
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x
34" x 111 La(o 'c�\Qt5ml
T),\R 0 1-09 P LkrC
CITY OF L.A Q�UlNTA
BUILDING & SAFETY DEPT
APPROVED
FOR CONSTRUCTION
DA TE
B ---__
al,x loll
ST vc Z)
BCI JOIST ARCHITECTURAL SPECIFICATIONS r
SCOYEc This work includes the complete fumishing and installation . bRAwuvG: Additional drawings showing layout and detail i
of all BCI Joists as shown on the drawings, herein specified and necessary for determining fit and placement in the building are (are
necessary to complete the work _ . not) to be provided by the supplier.
FABRICATION: The BCI Joists shall be manufactured in a plant
Mamms: BCI Joists shall be manufactured by. Boise Cascade approved for fabrication by the building code and under the
Corporation with oriented strand board webs, Versa -Lam laminated supervision of a third party inspection agency.
veneer lumber flanges and waterproof, structural adhesives.
Joist webs shall be graded Structural I Exposure 1 by an agency
accredited by a model code evaluation service. Strands on the face
layers of the web panels shall be oriented vertically in the joist. The
web panels shall be glued together to form a continuous web'
member The web panels shall be machined to fit into a groove in
the center, of the wide face of the flange members so as to form a
pressed glue joint at that junction
DESIGN: The BCI Joists shall be sized and detailed to fit the
dimensions and loads indicated on the plans. All designs shall be in
accordance with allowable values and section properties assigned
and approved by the building code.
STORAGE AND INSTALLATION: The BCI Joists, if stored prior to
erection, shall be stored in a vertical and level position and
protected from the weather. They shall be handled with care so they
are not damaged. .
The BCI Joists are to be installed in accordance with the plans and
Boise Cascade's Installation Guide. Temporary construction loads
which cause stresses beyond design limits are not pemutted. " .
Erection bracing shall be provided to keep the BCI Joists straight
and plumb as required and to assure adequate lateral support for'
the individual BCI Joists and the entire system until the sheathing
material has been applied.
CODES: The BCI Joists shall be evaluated by a model code
evaluation service.
29/16" 31/2"
"1/4"--20/,2 5Y4 7"
13/4"
1 1/2"
t
t
r
T
1
9,h"
:
9Y2i'
117/8"
14"
117/8"
14"
I
51/2„
9Y2"
,
9 /2..
3 1
/8"� 9 /2"
3 117A"
/e"
3/8 =i 11 /6"
14"
3/6"- 16 3/8"
16"
to
117/811
11 ��8"
14"
117/8"
14"
16"
18"
18"
20„
14"
16„
16"
14"
16"
I
20"
20"
15/16" °,, 1
15/,6" z, I
-iv s'
15/16" nv 1 1 v2"
1
1
1
1
BCI 400
BCI 450
48CI =500
BCI 650 BCI 90XL
Versa -Lam DF
Versa -Rim 98
Versa -Rim
Plus
BCI JOIST ARCHITECTURAL SPECIFICATIONS r
SCOYEc This work includes the complete fumishing and installation . bRAwuvG: Additional drawings showing layout and detail i
of all BCI Joists as shown on the drawings, herein specified and necessary for determining fit and placement in the building are (are
necessary to complete the work _ . not) to be provided by the supplier.
FABRICATION: The BCI Joists shall be manufactured in a plant
Mamms: BCI Joists shall be manufactured by. Boise Cascade approved for fabrication by the building code and under the
Corporation with oriented strand board webs, Versa -Lam laminated supervision of a third party inspection agency.
veneer lumber flanges and waterproof, structural adhesives.
Joist webs shall be graded Structural I Exposure 1 by an agency
accredited by a model code evaluation service. Strands on the face
layers of the web panels shall be oriented vertically in the joist. The
web panels shall be glued together to form a continuous web'
member The web panels shall be machined to fit into a groove in
the center, of the wide face of the flange members so as to form a
pressed glue joint at that junction
DESIGN: The BCI Joists shall be sized and detailed to fit the
dimensions and loads indicated on the plans. All designs shall be in
accordance with allowable values and section properties assigned
and approved by the building code.
STORAGE AND INSTALLATION: The BCI Joists, if stored prior to
erection, shall be stored in a vertical and level position and
protected from the weather. They shall be handled with care so they
are not damaged. .
The BCI Joists are to be installed in accordance with the plans and
Boise Cascade's Installation Guide. Temporary construction loads
which cause stresses beyond design limits are not pemutted. " .
Erection bracing shall be provided to keep the BCI Joists straight
and plumb as required and to assure adequate lateral support for'
the individual BCI Joists and the entire system until the sheathing
material has been applied.
CODES: The BCI Joists shall be evaluated by a model code
evaluation service.
n
• Table values assume that sheathing is
glued and nailed to the joists.
• Table values represent the most
restrictive of simple or multiple span
applications.
• Table values are based on residential
floor loads of 40 psf live load and
10 psf dead load.
• Table values are the maximum allowable
clear distance between supports.
Table values assume minimum bearing
lengths without web stiffeners for joist
depths of 16 inches and less. 18 and
20 inch joists require web stiffeners.
This table was designed to apply a broad
range of applications. It may be possible
to exceed the limitations of this table by
analyzing a specific application with the
BC Calc software.
The performance of a floor is a matter of opinion, the "feel" that might be
acceptable to one person may not be acceptable to another. Many factors
affect the perceived performance of a floor system, some of them are:
• The depth of the joist
• Continuous or simple spans
• Decking and flooring material
• Gluing and nailing the decking
• On -center spacing of the joist system
• Lack of drywall attached to underside of joist
• Level bearings
• Location of walls and furniture
*** Three Star ***'
Live Load deflection limited to U480.
**** Four Star ****
Live Load deflection limited to 0960 to
provide a floor that is much stiffer for
the more discriminating purchaser.
* Mimimum Stiffness Allowed by Code
—Caution! —
Live Load deflection limited to 0360.
To improve the performance of a floor system, a designer will
frequently change the deflection criteria from L/360 to L/480
or higher. One way to accomplish this is by reducing the on -
center spacing of the joist. The load capacity of the joist
system will be increased but the "feel" of the floor system will
not be significantly changed. The stiffness of a floor system is
significantly increased and the vibration is reduced by
increasing the joist depth. To illustrate this, see the BCI span
table above.
One -Hour Floor/Ceiling Assembly -
kA
3
Contact your local Boise Cascade Distributor for specific
assembly requirements.
FIRE ASSEMBLY COMPONENTS
1. 3/4" tongue -and -groove plywood or 23/32" APA Rated Sheathing
- (Exposure 1 or exterior glue)
2. BCI Joists at 24" o.c. -
3. Two layers 1/2" Type X gypsum board
SOUND ASSEMBLY COMPONENTS
when constructed with resilient channels
• Add carpet & pad to fire assembly: STC=53 IIC=6 or
• Add 31/2" glass fiber insulation to fire assembly: STC=53 IIC=4 or
•
Add an additional layer of 5/e" T&G OSB
and 91/2" glass fiber insulation to fire assembly: STC=61 IIC=5
CAUTION* MINIMUM STIFFNESS CAUTION
*** THREE STAR ***
**** FOUR STAR ****
ALLOWED BY CODE *
Joist
Joist
12" 16" 19.2" 24" 32"
12" 16" 19.2" 24" 32"
12" 16" 19.2" 24" 32"
Depth
Series
o. C. o. C. o. C. o. C. o. C.
o. C. o. C. o. C. o. C. o. C.
o. C. o. C. o. C. o. C. o. C.
91/2"
BCI 400
16'-3"
14'-10"
14'-0"
13'4"
11'-1"
11'-6'
11'-6'
10'-0'
10'-0'
9'-2"
17'-11"
16'-2"
14'-9"
13'-2"
11'-1"
91/2"
BCI 450
16'-11"
15'-6"
14'-7"
13'-7"
12'-1"
11'-6'
11'-6'
10'-0"
10'-0'
9'-6"
18'4"
17'-2"
16'-0"
14'4"
12'-1"
pl/2'_IrliaCI5005
17'-10"
16'-3$MI
15'-4"
14'-3"
12'-11"
11'-6'
11'-6'
10'-0'
10'-0'
10'-0"
19'4"
18'.0"
1T-0"
15-10"
12'-11"
117/6"
BCI 400
19'-4"
17'4"
16'-8"
15'-2"
12'-10"
15'-1"
13'-9"
12'-11"
12'4"
10'4"
21'-4"
18'-7"
17'-0"
15'-2"
12'-10"
117/e"
BCI 450
20'-2"
18'-5"
17'-4"
16'-2"
13'-8"
15'4"
14'4"
13'-6"
12'-6"
11'4"
22'-4"
20'-2"
18'-5"
16'-5"
13-4-
3' -8"117/s"
11 7/s"
BCI 500
21'-3"
19'4"
18'4"
17'4"
13'-8"
16'-7"
15'-1"
14'-2"
13'-2"
11'-9"
23'-6"
21'-5"
20'-3"
18'4"
13-4-
3' -8"117/e"
11 7/e"
BCI 650
22'-5"
20'-5"
19'-3"
17'-11"
15'-0"
17'-6"
15'-11"
14'-11
13'-10"
12'-5"
24'-10"
22'-8"
21'-4"
19'-10"
15'=0"
117/6"
BCI90XL
25'-9"
23'4"
22'-0"
20'-5"
18'-4"
20'-1"
1 18'-2"
17'4"
15'4"
14'-1"
28'-6"
25'-11"
24'-4"
22'-8"
20'-0"
14"
BCI 400
22'-0"
20'-1"
18'4"
16'-9"
13'-6"
17'-2"
15'-8"
14'-9"
13'4"
12'-5"
23'-10"
20'-7"
18'-9"
16'-9"
13'-6"
14"
BCI 450
22'-11"
20'-11"
19'-8„
18,_2"
13,_10"
17'-11"
16,-4"
15,_4„
14'4"
12•_11"
25,_4"
22,_4"
20,_4"
18'_2"
13'_10"
14"
BCI 500
24'-1"
21'-11"
20'-8"
18'-6"
13'-10"
18'-10"
17'-1"
16'-1"
14'-11"
13'-6"
26'-8"
24'4"
22'-8"
18'-6"
13'-10"
14"
BCI 650
25'-6"
23,_2"
21,_10"
20'4"
16.8„
19,_11"
18,_1"
17'4"
15'4"
14,_3"
28,_2"
25'-8"
24,_2"
20'-11"
15'-8'•
14"
BCI90XL
29'-2"
26'-6"
24'-11"
23'-2"
20'-2"
22'-10"
20'-8"
19'-4"
17'-11"
16'-2"
32'4"
29'-4"
27'-8"
25'-8"
20'-2"
16"
BCI 450
25'-5"
23'-2".
21'-10"
18'-11"
14'-2"
19'-11"
18'-1"
17'-0"
15'4"
14'-2"
28'-0"
24'-2"
22'-1"
18'-11"
14'-2"
16"
BCI 500
26'-8"
24'-4" -
22'-11"
:18'-11"
14'4''
-20'-11"
19'-0"
17'-10"
16'-7"
14'4"
29'-6"
26'-11"
23'-9"
18'-11"
14'-2"
16"
BCI 650
28'-2"
25'-8"
24'-2"
21'-9"
16'-3"
22'-1"
20'-0"
18'-10"
17'-5"
15'-9"
31'-2"
28'-5"
26'-9"
21'-9"
16'-3"
16"
BC19o%L
32'-4"
29'4"
27'-7"
25-8"
20'-3"
254"
1 22'-10"
21'-5"
19'-10"
17-11"
35-9"
32'-6"
30'-7'
27'-2"
20'-3"
18"
BCI 650
30,_10"
28,_1„
26'-5"
24'-7'
21'_10"
24'_1"
21'-11„
20'_7,
19•_1•,
17'-3"
34'-1"
31'-0"
28,_10"
25,_9"
21'_10"
18"
BCI90XL
35'-4"
32'_1„
30'-2"
28'-0"
24'4"
27'-7"
25'4"
23'-5"
21'-8"
19'4"
39'-1"
35'-6"
33'-5"
31'-1"
24'-8"
20"
BCI 650
33,-4"
30,-4„
28,_7,
26,_7
23,_2"
26'_1„
23'4„
22'-3"
20,4„
18'-8"
36-10"
33'_7'
30,_7•
27,_4"
23'_2"
20"
BCI90XL
38'-3"
34'-9"
32'4"
30'-4"
25'-6"
29'-11"
27'-1"
25'-5"
23'-6"
21'-2"
42'-3"
38'-5"
36'-2"
33'-7"
25'-6"
• Table values assume that sheathing is
glued and nailed to the joists.
• Table values represent the most
restrictive of simple or multiple span
applications.
• Table values are based on residential
floor loads of 40 psf live load and
10 psf dead load.
• Table values are the maximum allowable
clear distance between supports.
Table values assume minimum bearing
lengths without web stiffeners for joist
depths of 16 inches and less. 18 and
20 inch joists require web stiffeners.
This table was designed to apply a broad
range of applications. It may be possible
to exceed the limitations of this table by
analyzing a specific application with the
BC Calc software.
The performance of a floor is a matter of opinion, the "feel" that might be
acceptable to one person may not be acceptable to another. Many factors
affect the perceived performance of a floor system, some of them are:
• The depth of the joist
• Continuous or simple spans
• Decking and flooring material
• Gluing and nailing the decking
• On -center spacing of the joist system
• Lack of drywall attached to underside of joist
• Level bearings
• Location of walls and furniture
*** Three Star ***'
Live Load deflection limited to U480.
**** Four Star ****
Live Load deflection limited to 0960 to
provide a floor that is much stiffer for
the more discriminating purchaser.
* Mimimum Stiffness Allowed by Code
—Caution! —
Live Load deflection limited to 0360.
To improve the performance of a floor system, a designer will
frequently change the deflection criteria from L/360 to L/480
or higher. One way to accomplish this is by reducing the on -
center spacing of the joist. The load capacity of the joist
system will be increased but the "feel" of the floor system will
not be significantly changed. The stiffness of a floor system is
significantly increased and the vibration is reduced by
increasing the joist depth. To illustrate this, see the BCI span
table above.
One -Hour Floor/Ceiling Assembly -
kA
3
Contact your local Boise Cascade Distributor for specific
assembly requirements.
FIRE ASSEMBLY COMPONENTS
1. 3/4" tongue -and -groove plywood or 23/32" APA Rated Sheathing
- (Exposure 1 or exterior glue)
2. BCI Joists at 24" o.c. -
3. Two layers 1/2" Type X gypsum board
SOUND ASSEMBLY COMPONENTS
when constructed with resilient channels
• Add carpet & pad to fire assembly: STC=53 IIC=6 or
• Add 31/2" glass fiber insulation to fire assembly: STC=53 IIC=4 or
•
Add an additional layer of 5/e" T&G OSB
and 91/2" glass fiber insulation to fire assembly: STC=61 IIC=5
Additional details available with BC FRAMER software. (See page 39)
BCI rim joist":
BCI Joist
Series [in] [p]fJ Series fn]
BCI rim joist.
400 91/2 2400 90XL
-
blocking.
2500
500 14 2100 14
2400
650 16 2000 16
2300
18 2600111 18
27001"
20_2600"' 20
27001"
1. Web stiffeners with 3-8d nails are required at each end
of 18 & 20 inch BCI blocking panels and at 16
Note: BCI floor joist must be designed to carry wall
on center along 18 & 20 inch BCI rim joists.
RIM BOARD
above when not stacked over wall below.
Top Range Backer block. Nail
For load bearing
BC1 fast bloT�g�
Load bearing wall
joist hanger with 10.10d nails
cantilever, see
page 8.
above (stacked over
wall below).
Filler block.Nail
i
with 10-10d nails.
Backer block required where top flange joist hanger
Closure
BCI Joist blocking.
load exceeds 250 lbs. Install tight to top Range
One Bid
-�. - nail each side at
bearing.
Solid block all
posts from
above to
Load bearing wall above
(stacked over wall below).
bearing below.
a
` 14-.
/--� 13/4*,minimum bearing length at
P'
k
all floor and roof details.
1116'
M
-
To avoid splitting flange, start nails at least 11/27
I
from end. Nails may need to be driven at an angle
_
to prevent splitting of bearing plate.
2x block.
See page 27 for
=�
fastener design
values.
2x_ Ledger
Nail Versa -Rim 980`
to BCI Joists with 2 -
Butt sections of rim board
8d nails. one at the top
end to end. Joints should
and one at the bottom.
occur between joists.
LATERAL SUPPORT
• BCI joists must be laterally supported at the ends with
hangers, BCI rim joists, rim boards, BCI blocking panels
or x -bracing. BCI blocking panels or x -bracing are
required at cantilever supports.
MINIMUM BEARING LENGTH FOR BCI JOISTS
• 13'4 inches is required at end supports. 31/2 inches is
required at cantilever and intermediate supports.
• Longer bearing lengths allow higher reaction values.
Refer to the building code evaluation report or the
BC Calc software.
NAILING REQUIREMENTS
• BCI rim joist, rim board or closure panel to BCI joist:
— 2-8d box nails, one each in the top and bottom
flange, except as noted below.
— BCI 500 rim joist: 2-10d box nails, one each in the
top and bottom flange.
— BCI 650 rim joist: 2-16d box nails, one each in the
top and bottom flange.
— BCI 90XL rim joist: Toe -nail top flange to rim joist
with 2-10d box nails, one each side of Range.
• BCI rim joist, rim board or BCI blocking panel to
support:
— 8d nails at 6 inches on center.
— When used for shear transfer, follow the building
designers specification.
• BCI joist to support:
— 2-8d nails, one on each side of the web, placed 11/2
inches minimum from the end of the BCI joist to
avoid splitting.
• Sheathing to BCI joist:
— See Closest Allowable Nail Spacing on Page 31.
— BCI 400, 450 & 500 joist: Maximum nail spacing is
18 inches on center.
— BCI 650 & 90XL joist: Maximum nail spacing is
24 inches on center.
— 14 gauge staples may be substituted for 8d nails if
the staples penetrate at least 1 inch into the joist.
BACKER AND FILLER BLOCK DIMENSIONS
Series Backer Block Thickness Filler Block Thickness
400 1/2' or 3'e' wood panel Two 1/2'wood panels or 2 x _
_450 _ %' or 3/4 wood panel Two 3'e' wood panels or 2 x _
500 3/4 or 7/9' wood panel Two 3'4' wood panels or 2 x.
650 11/8' or 2x_+swor
_
two 1/20 wood panels 3'4' wood panel
90XL 2x— _ Double 2 x
• Cut backer and filler blocks to a maximum depth
equal to the joist depth minus 31/4 inches to avoid a
forced fit.
WEB STIFFENER REQUIREMENTS
• See Web Stiffener Requirements on Page 9.
PROTECT BCI JOISTS FROM THE WEATHER
• BCI joists are intended only for applications that provide
permanent protection from the weather. Bundles of BCI
joists should be covered and stored off of the ground on
stickers.
BCI RIM JOISTS AND BCI BLOCKING
Depth Capacity Depth
Capacity
Series [in] [p]fJ Series fn]
[pill
400 91/2 2400 90XL
-
450 117/a 2250 117/8
2500
500 14 2100 14
2400
650 16 2000 16
2300
18 2600111 18
27001"
20_2600"' 20
27001"
1. Web stiffeners with 3-8d nails are required at each end
of 18 & 20 inch BCI blocking panels and at 16
inches
on center along 18 & 20 inch BCI rim joists.
RIM BOARD
Type 11 Depth [in] Capacity [plfj
_Versa -Rim <— 16 4000
1. Dimension lumber is not suitable for use as a rim board
in BCI joist floor systems.
2. Compression load capacity when set between a wall
above and a support below. Rim boards are not
intended for use as headers or beams across openings.
• See Versa -Rim 98 on Page 31.
12
100%
BCI 500 Series Joist - 2" Flange Width
Span
(ft)
Live
Load
Total
Load
Live Total
Load Load
Live
Load
Total
Load
Live
Load
Total =
Load
6
-
293
- 310
-
313
-
320
7
-
251
- 266
-
269
-
274
8
-
220
- 233
-
235
-
240
9
-
196
- 207
-
209
-
213
10
-
176
- 186
-
188
-
192
11
143.
.. _ _ 160
- 169
-
171
-
- • 175 -
12 -
X113
147 /
- 155
-
157
-
160
143
-
145
-
148
14
- 73
126
119 133
-
134
-
137
15
60
112
99 124
-
125
-
128.
16
50
98
82 116 : -
-
118
-
^.120
17 .
42
� :...
84
, ._ ..�
70 : =- �',-= =--.109 = '-
100 '
',� 111
18.
59 .. 103 .-...:
85
104
19 .
_
51 . .- :.: :: =: ` 92 -... -,
73
99
g8
.101 .:. ., ..
20
44- 83
63
94
:. 84
: 96
21
55
90
74
__. 91
22
48 -
84',
- 65
23
42
77
57
83
24
T.
50
80
25
45'
76-
26
40
70
27
28
29
30
_. ..
• Total Load values are limited by shear, moment, or
deflection equal to U240.
• Live Load values are limited by deflection equal to U480.
For deflection limits of U360 and U960, multiply the Live
Load values by 1.33 and 0.50 respectively.
• Both the Total Load and Live Load columns must be
checked. Where a Live Load value is not shown, the
Total Load value will control.
• Table values apply to either simple or multiple span joists.
Span is measured center to center of the minimum
required bearing length. Analyze multiple span joists with
the BC Calc software if the length of any span is less than
half the length of an adjacent span.
• Table values assume that sheathing is nailed, but not
glued, to the joists.
• Total Load values assume minimum bearing lengths
without web stiffeners for joist depths of 16 inches and
less. 18 and 20 inch joists require web stiffeners.
• For assistance with floor design, consult the section
About Floor Performance on page 4.
• This table was designed to apply to a broad range of
applications. It may be possible to exceed the limitations
of this table by analyzing a specific application with the
BC Calc software.
Joist
Series
Depth
(Inches)
Weight
(plf)
Moment
(ft -lbs)
EI x 106
(Ib -int)
K x 106
(lbs)
Shear
(Ibs)
13/°" Bearing
Now. s."> W. s.ol
31/2' Bearing
No W. SY) W. s.t"
31/2' Bearing
No W. SY) W. s.(=)
51/4' Bearing
No W. s.l't W. s.m
400
91/2
1.8
2158
145
5.10
1375
950
1125
1125
1275
2000 2350
2550
2750
3
117/8
2.1
2853
246
6.34
1625
950
1425
1425
1475
2200 2850
2650
3250
14
2.3
3480
363
7.45
1825
1025
1525
1475
1725
2300 3450
2700
3650
450
9'/2
1.9
2537
168
5.16
1375
1025
1125
1125
1275
2200 2350
2575
2750
117/8
2.2
3356
284
6.41
1625
1025
1425
1425
1475
2325 2850
2650
3250
14
2.5
4094
417
7.53
1825
1025
1525
1525
1725
2350 3450
2700
3650
16
2.7
4791
569
8.58
1975
1025
1625
1 1525
1975
2400 1 3650
2750 1
3750
43WW
�*964,
2+1 u•,
e,3440-,
co200e,
137-5-
X1025 -"
1125-"
1125
Y 1275 «
2200. 2350"
-•42575
2,750-
117/8
2.4
4156
337
6.46
1625
1025
1425
1425
1475
2325 2850
2650
3250
14
2.6
5071
493
7.59
1825
1025
1525
1560
1725
2350 3450
2700
3650
16
2.9
5934
671
8.65
1975
1025
1625
1560
1975
2400 3650
2750
3750
650
117/8
2.7
4965
405
6.55
1625
1175
1425
1425
1475
2550 2850
2900
3250
14
3.0
6060
592
7.69
1825
1175
1525
1625
1725
2650 3450
2925
3650
16
3.2
7094
802
8.76
1975
1175
1625
1625
1975
2750 1 3.650
2950
3750
18
3.4
8130
1048
9.81
2275
N/A
1750
N/A
2175fiN/AA5
3950
N/A
4550
20
3.7
9168
1330
10.88
2375
N/A
1900
N/A
22504200
N/A
4750
90XL
117/8
3.7
8224
632
6.69
2150
1425
1850
1900
19503700
4000
4300
14
3.9
10095
924
7.83
2225
1450
1950
1950
21503850
4100
4450
16
4.2
11865
1251
8.91
2350
1475
2150
2000
23504000
4200
4650
18
4.4
13639
1631
9.99
2550
N/A
2300
WA
25504150
N/A
4750
20
4.6
15417
2066
11.07
2650
N/A
2500
N/A
26504300
N/A
4850
1. No web stiffeners required.
2. Web stiffeners required.
Code Evaluations -
ICBO ES PFC-4665
//��
L�
5w14
384 EI
+
1A']2
K
0 = deflection (in)
w = uniform load (lbs/in)
1 = clear span (in)
EI = bending stiffness (lb -int)
K = shear deformation coefficient ON
NER446
Closest Allowable Nail Spacing
Nailing Perpendicular
to Glue Lines
(Wide Face)
Nailing Parallel
to Glue Lines
(Narrow Face)
Nail Size ,to
All BCI Joists
Nailing Perpendicular Nailing Parallel to
Glue Lines (Wide Face) Glue Lines (Narrow Face)
O.C. Spacing End of Joist O.C. Spacing End of Joist
finches) (inches) (inches) (inches)
8d Box
2
11/2
4
11/2
8d Common
2
11/2
4
3
10d & 12d Box
2
11/2
4
3
16d Box
2
11/2
4
3
10d & 12d Common
3
2
6
4
16d Sinker
3
2
6
4
16d Common
3
2
6
4
• If more than one row of nails is used, the rows must be offset at least 1/2 inch.
Versa -Rim 98
FASTENER DESIGN
.:
Fastener Type
Withdrawal
Lateral [lbs]f'I [Ibs/per inch of Shear [Ibs/ft]f3)
(for attachment of penetration into (nails spaced at
2x_ ledger) Versa-Rim]121 6' o.c.)
Versa -Rim
Versa -Rim Plus
Widths
11/16"
1 x'16"
Depths
91/2"
117/8"
14'
16"
91/2"
117/8"
14"
16"
8d Common
N/A 26 180
10d Common
70 29 190
16d Common
77 32 N/A
16d Box or Sinker
68 27 N/A
Lengths
20'-0"
20'-0'
30'-0'
40'-0'
1/2' Bolt
190 N/A WA
5/8" Bolt
212 N/A N/A
3/4" Bolt
236 N/A N/A
1. The ledger is assumed to be installed directly against the rim board, not against siding or another exterior wall finish. The table values are for normal load duration and
are based on 1997 NDS° provisions for Douglas Fir -Larch, G = 0.50.
2. The table values are for normal load duration and are based on 1997 NDS' provisions for Douglas Fir (South), G = 0.46.
3. Allowable shear for 1'a inch plywood/OSB, unblocked horizontal diaphragms and 11/% inch Versa -Rim rim boards. The table values are for short-term loads due to wind
or earthquake and must be reduced 25 percent for normal loading. For other diaphragm configurations using 116 inch Versa -Rim Plus rim boards, refer to applicable
code provisions for 2 inch nominal Douglas Fir -Larch framing.
• See Closest Allowable Nail Spacing on page 27.
CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 1 of 2) CF -1R'._
Fri ule
ect �--
?e - I 8 -Do.- v -2Q- )top ew
X C O -r- ®�-A�56,�J
Documentation Author Telephone
t pi t J 1 S
Building Permit #
Plan Check / Date
Field Check / Date
Compliance Method (Package or Computer) Climate Zone Enforcement Agency Use Only
GENERAL INFORMATION
Total Conditioned Floor Area ftZ
Conditioned Slab Floor Area ftz
Building Type: Single Family
(check one or more) Multi -Family
Average Ceiling Height
Addition
Existing -Plus -Addition
/Front Orientation: North / South Eas West /All Orientations
(input front orienta ton to degrees from True North and circle one)
Number of Stories %-
XNumber of Dwelling Units: 1
Floor Construction Type:
SI Wised F (circle one or both)
BUILDING SHELL INSULATION
i
Component
Type
Frame Type Cavity Sheathing Total R- Assembly Location/Comments
wd = wood Insulation Insulation Value' U -Value' (attic, garage, typical, etc.)
stl = steel R -Value R -Value
Wall
Standard
Wall
Standard
Roof
Standard
Roof
Standard
Floor
Standard
Floor
Standard
Slab Edge
Standard
FENESTRATION
Shading Devices
Fenestration Orien-
#/Type/Pos. tation
Area Fenestration Fenestration Interior Exterior Overhangs
(ft) U -Value SHGC Shading Shading Att. /Fins
Att.'
Front
Standard
Front
Standard
Left
Standard
Left
Standard
Rear
Standard
Rear
Standard
Right
Standard
Right
Standard
Skylight
Standard
Skylight
Standard
1� oy PP_ 8 5tvu.��-r� ,��l �To
' For prescriptive compliance, Total R -Value and Assembly U -Value are not required for a wood -framed wall that meets
cavity R -value insulation requirement for the Prescriptive Package.
2 For prescriptive compliance, there are no credits for any interior shading except the default or "Standard" drapery. These
default interior shading devices (draperies) need not be installed for compliance purposes.
July 1, 1999
C
CERTIFICATE OF COAIPLIANCE:'RESIDENTIAL
(Page 2 of 2) CF -3R
Cp&& A6s Ap D.�V e
Project Tille Date
HVAC SYSTEINIS
Note: Input h%dwnic or unlit \=,:,t: r ILL in , Svsr:cr,. e.-.cri't P?:sign Ilea;im_ Load
0
011MMIN!�.� .
WATER HEATING SYSTEMS
Energy' External
Rated' Tank Factor or Tank
Water Heater Distribution Number Input (iAV Capacity Recovery Standby' insulation
Type Tv pe ill t\•Stclll or Blo'hr) (gallons) Efficiency Loss (%) R -Value
Mo C_ LING, t'
1. For small gas storage seater heaters (raa;d inpuls of Ics; than or equal to ,,-.0('0 [ttu/hr). electric resistance, and heat pump water heaters, list Energy
Factor. For lame gas storage water hr ,.I CIS (r tc(I inpet of greater than 75.00') 1)1u/h!). list Rated Input. Recovery Efficiency and Standby Loss.
For instantaneous gas hater hcaten. list rated input and rcemcr\ efficiencies.
SPECIAL FEATURES and MODELING ASSUMPTIONS (Add extra sheets if necessary)
Including Thermal Mass (thermal mass tvpe, coverin(--, thickness. and description)
COMPLIANCE STAT1_,:1\1ENT
This certificate of compliance list, th:• building fCaIUItF and perlbrtrtan-cc specifications n;°cded to comply with Title 24, Parts I and 6 of
the California Cods of Regulations. and the adminisuati•: c re2ula6011S to implement them. This certificate has been signed by the
individual \villi mciall design responsibility. When this certificate ei compliance is submitted for a single building plan to be built in
multiple orientations. ane shading fe;iture that iS \;n i.c! i.: inditattd in th;• Special Features / Remarks section.
Designer or Owner Oyer BUSineSe and Professioncz Code)
Nantr:_--
Title•Firnt:
Address:
J _L -IA
Tel -,shone:
Lic.
(signature) (da':)
Enforcement Agency
Name:
Title:
Aeency:
Telephone:
(signature / stamp) (datcI
Docuinvittatiall Author w _a
x Nanlc: OT t�LAFsp>^9
I itldl inn: th.5)
�',dihrss: � — �� t� cs'2F— f'—•DDc�
(Srvnalurcl
Jule 11 1999
(date)