9801-141 (SFD)---
LICENSED CONTRACTOR DECLARATION
A1,hereby affirm under penalty of perjury that I am licensed under provisions of
C,�4`ap4r 6_('�ommencing with Sectipn,7000) of Division 3 of the Business and
License is in full force
`/uonmm# � -'—' ' '`.. ucu�a ' ' -- Exp. Date
' [IJ
od�Signature of Contractor
�
�� 0.
_J �� OWNER -BUILDER DECLARATION
W'� Unrebya�nn under penalty ofpe�u��o | am exempt hom�eCon�ao��o
F- Lic6nooLaw for the following reason. '
�. Z ' () '|, as owner of the pmperty, o,myemployees with wages aotheir sole
compensation,~~
ill..do;the work, and the structure is not intended or offered for
044, Business &,Prof essionilg Code).
- owner �of the licensed
`
contractors mconstruct. the `pmmo (Sec. '7044. Business a-Pmf 6omo alo
Code)
CY) )/I am exempt under Section B&P.C.46`rthis reason
LO`
-`'�� JDate I- Signature of Owner
Q.
`.'. <' ` _ ' WORKER'S COMPENSATION DECLARATION,
C) | hereby umnn���dn, penalty o/ perjury ma following declarations:
LO� �� ( ) |��m�� certificate of mm��i � workers'
X LU "-oompenmmon, as provided for by Section u'vv of the u^ovr-u000. forme
.C} 'J podvrman000,m�mthis.
permit �
c0� -~ \) | have and will maintain workers' oninsurance, uomq6iredby
. OS��?m� of the Labor Code, for the performance mt� workforwhichmm
oL u» 'mennh is issued. my workers' compensation insurance oamo, & policy no. are:
-.I- Z Cartier Policy m
(This section need not be completed if the permit valuation is for $100.00 or less)
(N) I certify that in the performance of the work for which this permit is issued,
1��anmm employ any person in any manner so aombecome subject to the'
workers' compensation laws of California, and agree that if I should become
subject to the workers' compensation, provisions of §ecti6�73700 of1the Labor
Code, I shall forthwith comply with Wb�le p, visions,""
Warning: Failure to secure Workers' Compensation coverage is unlawful and
shall subject an employer to criminal penalties -and civil fines up to $106,000, in
addition mthe cost ofcompensation, damages aupmvido.fminSection oms
ofthe Labor Code, interest and attorney's fees: .
IMPORTANT Application ishereby made mmooiravm,ofBuilding and Safety
'
/or a. permit oubjem m the conditions and restrictions metforth on his
application.
1.Each person upon whose behalf this application iomade & each person at,
'
whose request and for whose benefit work ioperformed under u,pursuant vo
any permit issued aooresult ofthis appnoaxonagrees to, 8-uxao. indemnify
& xo|U harmless the City of LaQumta. im6#ioors. agents and employees.
2. Any permit issued as a.neouncvthis application becomes nun ongvoidir
�mm is not commenced within -180 uoya from da of ioauonov of such,
�onnit, or cessation m
ion o,wmfo, 180 clays -will subject permit mcancellation.
|nortify that | have read this application and state that the above information ip
oo,mm. | agree mcomply with all City, and State laws relating mthe building
authorize i Qty toenter upon
the above-meritioned property for.-in—sp'ection purposes..
�^
�0gnamm (Owner/Agent)
BUILDING PERMIT
DATE VALUAT16N '59 LOT TRACT
13.9,123 iF73
- - A
-5 51cie
JOB SITE
ADDRESS "n -83s kvvs.rw�w) 40 Imave,
APN
OWNER
CONTRACTOR DESIGNER ENGINEER
RAY SCITTKSGN
CA 92204
USE OF PERMIT
NIP 1)
k7179 y
-COST OF CGNISTRUCf.110,41N
339,12150
101
14.1.13CTRACAJ, FEE 101-0004200H)
LESS PRE.PAID H, ES'
-�`
i
` INSPECTION RECORD
OPERATION
DATE
INSPECTOR
BUILDING
APPROVALS
Set Backs
Forms & Footings J✓o 6a¢pr(�
Slab Grade
fir(
,2'
l9�
_ -�
Steel
Equipment Location
Roof Deck
-
Underground Plbg. Test
O.K. to Wrap
Framing
- Z -q
PLUMBING APPROVALS
Insulation
Fireplace P.L.
i�ku
'
Heater Final
Fireplace T.O.
Plumbing Final
Plumbing Top Out
Party Wall Insulation
Shower Pans
O.K. for Finish Plaster
Party Wall Firewall
Pool Cover
Sewer Connection
Exterior lath
Dtvvrall -Int. lath
Gas Piping
Gas Test -• a _ Y';V -
OPERATION DATE INSPECTOR
MECHANICAL APPROVALS
Underground Ducts
Ducts
Return Air
Combustion Air
Exhaust Fans
Fans & Controls
POOLS - SPAS
BLOCKWALL APPROVALS
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 S-
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 -• a _ Y';V -
SEPTI G TTFinal
t' COMMENTS:
Utility Notice (Gas) j -V r
ELECTRICAL APP/ ROVALS
Temp. Power Pole
Low Voltage Wirii
Fixtures
Main Service
Sub Panels
Exterior Receptac
G.F.I.
Smoke Detectors
Temp. Use of Prn
Final
Utility
Desert Sands Unified School District ,
82-879 Highway -111 (A
7 Notice: � . ,
Document Cannot Be Duplicated Indio, CA 92201 1
619-775-3500
CERTIFICATE OF COMPLIANCE
Date 5/19/98 APN # 649-061-006.
No. 17047 Jurisdiction..'.'' La Quintal
Owner NameMr. Ray Johnson Permit #
No. 79-835 Street Westward Ho Drive ; Log #
City La Quinta zip 92253 Study Area
Tract # Lot # Square Footage 2175
Type of Development Single Family Residence No. of Units '1
Comments
-At the present time, the Desert'Sands Unified School District does not collect fees on -garages/carports, covered
patios/walkways, residential additions under 500 square feet, detached accessory structures or rep'.acement mobil�homes;,4. ,
It has been- determined the above-named owner is exempt from paying school, fees at this time due to the following
reason:
- - - F f.y,
EXEMPTIONNOTAPPLICABLE '�r
This certifies that school facility fees imposed pursuant to `Government Code 53080 . in the amount of'Lv'1_4i ,
1.93 X 2,175 or $ 4,197.75 the property listed above and thal building'
permits and/or Certificates of Occupancy for this square footage in this proposed' project may naw be issued
Fees Paid By cc/Bank of America/Ray Johnson '�TTelephone 760 342-4707
Name on the check
By' Dr. Doris Wilson r k
Superintendent
Fee collected /exempted by Olivia Aguirre Payment Received $4,197.75- -
Check No.- -2009914233
Signature
` {
Pursuant of Assembly Bill 3081 (CHAP 549, STATS: 1996)this will serve to notify you that the 90•day approval period in which you may prot9st the fees or other payment identfied
[NOTICE:
bove will begin to run from the date on which the buildingor installation permit for this project is sssued or on which they are paid to the Distrid(s) or to another public entity authorized toollect
them on the Dislrict('s)(s') behalf, whichever is earlier.
Collector: Attach a copy of county or city plan check application form to district copy for all wEivers.
Embossed Original- Building Dept./Applicant. Copy - Applicant/Receipt Copy - Accounting
66/36!1995 66:24 6193986656 RAY VELVEI
JLIHI bUfv rant= el
ORANGE COAST TM.E Co.
-i
:299053
RECORDING .REQUESTED BY: - -
RECEIVED FOR RECORD `
AT 2.00 O'CLOCK. -
Ray E. Johnson PAID
ooc. rArOWTaAUG
^
191997
WHEN RECORDED MAIL TO: �y,r•�ppl
-
i
'
RecaCsa n OdioW aacaob ,
Ray E. Johnson
- a rArarrQy Ca:fuy:Glilani. • .
Ftecoro�r
Velvet C. Johnson,
P.O. Box 2082
Fust VVV����
Indio, CA I'
.92202
I.. SPACE ABOVE THIS LINE FOR RECORDER'S USE
' -d RANT D E E D
The undersigned Grantor(s) declare(s): Documentary transfer
tax is $ 43.45
ASSESSOR!S PARCEL NO.: 649-051-006(X) 'computed on full.value of property-cornveyeJ, or
.TITLE-ORDEP NO.: R-159140-1 ( ) computed on the full value less liens or
'.
ESCROW NO.: 120.33 -JC encumbrances.remaining at.the time of, -Sale
FOR A VALUABLE CONSIDERATION, receipt of which is hereby
acknowledged:
Gordon Figard, Successor Truetee'of the Jerome E. and La
Vern H. Weis Family
Trust
-
!
hereby GRANT(S)"to Ray E. Johnson and Velvet C. Johnson, husband•and wife •.
as community property '
The following real property in the City of.La.ouinta,
Riversid¢ County,' State of
California:
described as: Lot 6 -of Tract 21.90, as shown by Map on fi {i.nBook 41, Page(s) 55 thru
57 of Maps, Riverside'County; California. }
Date: July 30, 1.997
-
, • - on Figard, trustee ��r'+L�IJ� i•
STATE OF CALIFORNIA )
COUNTY OF r. VQ )
On '2-36-Q7 before me, t
personally appeared
own to_De -(or proved to me on the basis
'
of satisfactory evidence) to be the person(s)'whose
name (s)(5)are subscribed a within instrument
and acadged to t a he she/they executed
JOYCE A. C06PR
.me the
same •iher/their.authorized capacity(iee), and
C�T�^+� i1a71that
b�OfQyPlrbRc-Cd6fm�the
bher/their signature(s) on the instrument
�� C�h
pe) or.the entity upon behalf of which the
�'�YCov►vn.E AA1&20 D I
person (s) acted, executed the instrument,.
W' d and offi seal:
re—=
—Sign
Nam (typed or pr' ed)' (This area fpr official notaria h:eeal)
MAIL..TAX STATEbMNTS T0: lot.6 on Westward Ho, La Quinta,
CA 92253
rn
06/08/1998 16:01
0000000
LOUISIANA PACIFIC
PAGE 05
Pepe 7 of 8
IMport No. NER- 108
r ,
TABLE 3
AULOWABLE UNIFORM ROOF LIVE LOADS FOR APA RATED SHEATHING. AND APA RATED STURD-I-FLOOR WITH LONG DIMENSION
APA RATED STURD-I-FLOOR
Roof
floorr,
Span Rating Panel Thickness (inch)
Maximum Spon
(inches)
Allowable Live Loads (psj
Moximum
Span
(inches)
With
Edge
Supports
Without
Edge
Support
Spacing of Supports Center -to -Center (inches)
12 16 20 24 32 40 1 48-1 54 J 60
16 oC 19/32, 5/8, 21/32
24
24
185 100 65 40
270 150 100 60 30
-- 240 160 100 5630 25
— — 295 i 65 100 60 40 '
165
205•d
20 oc i 19/32, 5/8, 3/4
32
32
24 cc 11/16,23/32,3/4
48
36
24
32 oc 7/8,1
48
40
32
48 oc 1-3/32,1-1/8
60
48
— — — 290 1601 100 1 65,
SO 40
48e
I the allowable live loads Were determined using a dead load of 10 psf. If the dead load exceeds 10 psf then the live load shall be reduced accordingly.
2 Applied to panels 24 incites or wide:.
I Tongue -and -groove edges, panel edge clips (ono midway berween each support, except two equally spaced between supports 48 inches on center), lumber blociing, t
or other. Only lurnber blocking -ill satisfy blocked diaphragm requirements of Table No. 1, except as noted in Section 3-2.3.
• Twenty-four inches for 1/2 -inch poncts.
s Is permitted to be used over framing of 24 inches on center where 3/4 -inch wood strip flooring is installed of right angles to joist.
" Is permitted to be used over framing spored 24 inches on center for Won where 1-1/2 inches of cellular or lighfwiighf concrete is applied over the panels.
r live food nof.te exceed 100 psf, dead load not to exceed 10 psf, except as noted.
'Total load not to exceed 65 psf.
9 SI units: 1 in m 25.4 mm. 1 h — 0.3 m, 1 psf = 4B Po
06/08/1998 16:01 0000000 LOUISIANA PACIFIC PAGE 03
Page 3 of 6
Report No. NER- 108
supported by framing and 12 inches (304.8 mm) on center at
other supports. A 6 inch (152.4 mm) on center spacing shall
be.used when supports are spaced 48 inches 11219.2 mm) on
center.
4.3.2 Draftstopping: When panels are used as D(attstopping
material, the minimum thickness of the panel shall be 3/8 inch
(9-53 mm).
4.3.3 Roof Sheathing: Allowable live loads for panels used
for roof sheathing with long panel dimension across supports
are given in Table 3. Use panel .edge clips at unsupported
edges if required by Table No. 3.
Allowable live loads for panels 'for roof sheathing applied with
the long panel dimension parallel to supports are given in Table
No. 4.. Roof panels shall be fastened with 8d common nails
spaced 6 inches (152.4 mm) on center at panel edges
supported by framing and 12 inches (304.8 mm) on center at
other -supports. Fastener schedule applies when Douglas -Fir or
Southern -Pine roof framing spaced 24 inches (609.6 mm) on
center is used in one or two story construction, when the basic
wind speed'is 70 MPH 012 km/hr) maximum in areas using
the Uniform Building Code or 80 MPH (128 km/hr) maximum
for. areas using the BOCA National Building Code or Standard
Building Code. Nails shall be.spaced 6 inches 1152.4 mm) on
center at all supports -within 4 feet (1.2 m) of ridges, eaves and
gable ends and at panel supports, when the basic wind speed
is greater than 70 MPH (112 km/hr) and no greater than 100
MPH (160 km/hr) in areas using the Uniform Building code, or
basic wind speed is greater than 80 MPH 1128 km/hr), but not
greater than 110 MPH (176 kmMr), in areas using the BOCA
National Building Code- or the Standard Building Code -
Staples used for attaching rated sheathing to framing shall be
as approved for plywood of the same thickness.
4.3.4 Diaphragm Construction: When used in diaphragm
construction, structural -use panels are assigned the values in
Table 1. Diaphragm dimension ratios permitted in the code for
plywood apply to structural -use panels. The unblocked values
shown also apply .to panels having tongue-and-groo ve joints
along the longitudinal edges, except as noted below.
One and one eighth inch (1-1/8 inch, 28.58 mm) APA
structu(al-use panels fastened with 8d ring or screw -shank
nails or t Od common nails are assigned the values for 10d
common nails and 19/32 inch (15.08 mm) minimum nominal
panel thickness in, Table 1. Where blocked values are required
for 1-3/32 4r 1-1/8 inch 127.78 or 28:58 mm) tongue -and -
grooved panels, 1 inch by 3/8 inch (25.4 by 9.53 mm) crown
by No. 16 gauge staples shall be driven through the tongue -
and -groove edges 3/8 inch.(9.53 mm) from the joint and driven
so as to penetrate the tongue as illustrated in Figure 1.
Staples shall be spaced at one-half of the boundary nail
spacing for Case 1 and. 3. Table No. 1, and at one-third the
boundary nail spacing for .Case 3 through 6, Table 1.
4.3.5 Shear Walls: When used in shear walls, APA Rated
Sheathing is assigned the values in Table 2 except that the
allowable shear for APA. Rated Wall Bracing panels applied
directly to studs in accordance with the above nail schedule
shall be 180 pill (2626.2 Nim) regardless of panel thickness.
Diaphragm dimension ratios permitted in the code for plywood
apply to structural -use panels.
For purposes of determining seismic forces for design, the
values of K and R„,, given in the applicable code for plywood
shall apply to structural -use panels, for buildings not more than
three stories in height'with stud wall framing using siding,
sheathing or Sturd-1-Floor panels for shear walls and
diaphragms for lateral force system.
4.4 Siding
4.4.1 General: When siding is applied directly to studs, the
studs shall be spaced no farther apart than the span rating
included in the grade mark on the panel. . Ail veneer -faced
siding panels with a span rating of 16 or 24 (406.4 or 609.6
mm) on center are permitted to be applied over studs spaced
24 inches (609.6 mm) on center when applied with face grain
horizontal or over nailable sheathing. Other siding panels with
a span rating of 16 or 24 inches (406.4 or 609.6 mm) on
center are permitted to be applied over studs spaced 24 inches
(609.6 mm) on center when applied over nailable sheathing.
Nailable sheathing shall be nominal 1 inch (25.4 mm) boards or
structural -use panels of thickness permitted in the applicable
code for plywood sheathing to which the siding is directly
attached.
Fasteners for attaching siding shall be non -staining box, siding
or casing nails. For panels % inch 02.7 mm) thick or less, use
6d nails, and 8d for thicker panels. For 3/8 Inch (9.53 mm)
and thinner lap siding, use 6d nails, and 8d for thicker lap
siding.
4.4.2 Panel Siding: Panel siding is designed to be applied
without building paper either directly to framing or over
sheathing, provided all siding joints occur over framing and are
protected with a continuous wood batt, .approved caulking,
flashing, vertical or horizontal shiplaps, or otherwise made
waterproof. Where grooved siding is applied horizontally
directly to framing, building paper shall be installed behind the
Siding, in accordance with the applicable code. Siding shall be
fastened directly to framing in accordance with plywood
provisions of the code. When siding % inch (12-7 mm) or less
in thickness is installed over foam sheathing up to 1 inch (25.4
mm) in thickness, the siding shall be fastened with 8d
galvanized box nails. Siding greater than % inch 112.7 mm) in
thickness applied over foam sheathing shall be fastened with
10d galvanized box nails. The foam sheathing shall conform
to the code.
Panel siding applied directly to studs, spaced in accordance
with the span rating and fastened with 6d galvanized box nails
or equivalent, spaced 6 inches (152.4 mm) on center at panel
edges and 12 inches (304.8 mm) on center at intermediate
studs, is an alternative to the plywood sheathing construction
specified in the code for wall bracing.
Shear values for all -veneer panel siding shall be as given in
Table 2 for siding applied directly to studs or over % or 5/8
inch (12.7 mm or 15.88 mrn) gypsum sheathing. Thickness at
point of nailing at panel edges determines applicable values.
All -veneer panel siding identified as APA 303 applied over
maximum 1 inch (25.4 mm) thick foam sheathing, as described
above, on studs spaced either 16 or 24 inches (406.4 or 609.6
mm) on center with % inch (12.7 mm) gypsum wallboard
installed on the interior is an alternate to the plywood
sheathing construction specified in the code for wall bracing.
Page 2 of a
Report No. NER-108
Combination subfloor-underlayment, or wall sheathing and shall
be covered with an approved roof covering or exterior wall
covering. Panels identified as Exposure 1 are designed to be
used for roof sheathing where exposed on the underside such
as on eaves.
3:1.6 Composition
3.1.6.1 Veneer: Veneer .used in structural -use panels meets
the applicable requirements of DOC PS 1-95. Veneer not
meeting the requirements of DOC PS 1-95 is designed to be
used, provided the panels meet the applicable performance
requirements. Veneer is used through -out the all -veneer panels
and for.face and back plies -or inner layers in composite panels.
3.1.6:2 Reconstituted Wood: Panels composed entirely of
reconstituted wood are waferboard, oriented strandboard or
other wood -based panels. The panels are manufactured to
meet the performance requirements given in APA- PRP -108.
3.1.7 Panels
3.1.7.1 Size: Panels are generally produced in nominal sizes
if 4 feet by 8 feet 0.2 m by 2.4 m): Length and width
;o)eranees are +0, -1/8 inch (+0, -3.18 mm).
1.1.7.2 Tongr4wand-groove Joints: When panels have tongue-
ind=groove joints, the joints are on the 8 foot (2.4 m) sides, 4
cot (1.2 m).ends, or.boih.
1.1.7.3 Shiplap edges: When siding panels, have shiplap
:dggs, the edges occur on the 8, 9, or 10 foot (2.4, 2.7 or 3
n) aides. The Joint Is typically cut approximately one-half way
hrough the thicknessand when installed (after expansion
lccurs); provides•a 3/8 Inch (9.53 mmi lap.
0• INSTALLATION
1 General
he Structural -Use -Panels shall be installed in accordance with
lis report and the .applicable code.
.11 panels used for floors and roofs shall be installed over two
r more spans,. with the long dimension perpendicular to
Jpports spaced in accordance with the span rating.. Where
le strong panel direction is not parallel to the long dimension,
Where the span rating applies to either direction, ,panels shall
9 so identified and shall.be installed accordingly. A % inch
2.1 mm) gap shall be provided between the panel• and
mcrene or masonry walls..Cutouts for plumbing and electrical
iall.be oversized. Firestopping is required in accordance with
m applicable code.
aming members shall properly align with the -panel surface.
Juare-edged panels used for floors shall be covered with one
the following:
minimum 1/4 inch (6.35 mm) or thicker
underlayment; or
minimum 1-1/2 inches (38.10 mm) of cellular or
lightweight concrete; or
3/4 inch (19.05 mm) wood strip finish flooring; or:
the edges shall be supported with blocking.
i
Fasteners shall be located 3/8 inch 19.53 mm) from panel
edges. Supported panel joints shall occur approximately along
the centerline of framing with a minimum bearing of % inch
(12.7 mm).
4.2 Sturd-1-Floor
Panel end joints shall be staggered. Ring- or screw -shank nails
are used to attach Sturd-I-Floor panels to supports - 6d for
thicknesses through 3/4 inch (19.05 mm) and 8d for greater
thicknesses. Nails are spaced a maximum of 6 inches (152.4
mm) on center along panel edges and 12 inches (304.8 mm)
on center along intermediate supports except that for 4a inch
(1219.2 mml spans the maximum spacing shall be 6 inches
(152.4 mm) along intermediate supports. Sturd-I-Floor panels
having nonveneer faces and intended for use under nontextile
resilient flooring shall be covered with 1/4 inch (6.35 mm)
minimum thickness underlayment.
If panels are field glued with an adhesive meeting APA
Specification AFG-01 applied to joists and tongue-and-groo ve
edges, nails may be spaced a maximum of 12 inches (304.8
mm) along all bearings for panels 3/4 inches (19.05 mm) or
less, and 6 inches (152.4 mm) for thicker panels. Framing
shall be free of surface moisture, dirt, cement, and other
foreign materials prior to application of the adhesive.
Adhesives shall be applied in accordance with the adhesive .
manufacturer's instructions. The application rate shall be 1/4
inch (6.35 mm) diameter beads applied to each joist or
blocking member, except two 1/4 inch (6.35 mm) diameter
beads shall be applied where panels abut on a joist. '
Installation of the panels shall be within the time limit
designated by the adhesive manufacturer. Where diaphragm
action is required, the nail size and spacing shall be as set forth
in Table 1.
If panels are square edged and resilient floor covering is to be
applied directly, panel edges shall be supported by 2 inch (50.8
mm) lumber blocking. Where panels are covered with a 1/4
inch (6.35 mm) minimum thickness underlayment or have
tongue -and -groove edges, blocking is not required except if
required by Table 1.
4.3 Sheathing
4.3.1 Wall Sheathing and Floor Panels: Panels used for wall
sheathing are permitted to be installed with the long panel
dimension either perpendicular or parallel to studs' Panels
rated for wall spans shall be installed over studs spaced no
farther apart than the span rating. When panels rated for roof
spans are used for wall sheathing, the maximum stud spacing
is 16 Inches (406.4 mm) for panels with ratings of 16 and 20
inches (406A and 508 mm), and 24 inches (609.6 mm) for 24
inch 1609.6 mm) and greater span rating- Panels used for wall
sheathing are an alternate to the plywood sheathing specified
in the code for wall bracing. The panels are considered water-
repellent panel sheathing as defined in the Standard Building
code and the Unifote i Building Code. The panels shall be
covered by an exterior wall covering complying with the
appropriate code, as noted in Section 3.1.5.2. Wall and floor
panels % inch 02.7 mm) and less in thickness are fastened
with 6d common nails; Bd nails are used for thicker panels.
Nails are spaced 6 inches 1152.4 mm) on center at panel edges
\1J
National Evaluation Service, Inc.
Participating Members:
SBCCI Public Safety
BOCA Evaluation Services, Inc- (C80 Evaluation Service, Inc. Testing and Evaluation Services, Inc.
E 4051 Wed Floasmokr Road WW Workman ?All Road 900 Montcialr Road, Suite A I
Country Club Hills, lUinols 60478.85 7Minter. California 90601,2298 Birmingham. X635213-1206 +j
(708)'799-2305 (310 43 m699-05
NATIONAL ;EVALUATION REPORT Report No. NER-108
copyrlghri 1997 NalloM EVatuatfon SaMces, Inc Reissued Aaii/ 1, 1997
STANDARDS FOR STRUCTURAL -USE PANELS
APA - The Engineered Wood A=soclet(on
POST OFFICE BOX 11700
TACOMA, WASHINGTON 98411-0700
1.0 SUBJECT
Standards for Structural -Use Panels
2.0 PROPERTIES FOR WHICH EVALUATION IS SOUGHT
Product Performance and Installation Requirements for:
2.1 Wall Sheathing
2.1 floor Sheathing
2.3 Root' Sheathing
�i 2:4 Siding
3.o DESCRIPTION
3.1 . Product Performance Standards
3:1.1 General: APA -.The Engineered -Wood Association is
an agency that promulgates the following standards as
published in the "Performance Standards and' Policies for
Structural -Use Panels', PRP-1081February, 1994}:
Sturd-1-Floor Standard
Sheathing Standard
Siding Standard
The U:S. Department of Commerce promulgates Voluntary
Product Stiridard PS 2-92 'Performance Standard for Wood -
Based Structural -Use Panels'.
Panels evaluated under this report Comply with either APA
PRP408 or DOC -PS 2-92 requirements, or both. Although the
structural .performance requirements of DOC PS- 2=92 and APA
PRP -108 are the same, the panel identification: stamp shall
include the standards) to which the panel was tested:
3.1.2 ':AP Rated Sturd-f-floor standard covers thicknesses
from 19132 -through 1 -1 /8 inch 115.081hrough-28,58 mm).
Face ply (if veneer) and the ply. adjacent to the face (if veneer)
shall meet the applicable requirements of DOC PS .1-95 for
undedayment grade. Veneer faces are touch -sanded. and the
backs are unsanded,touCh-sanded, or textured.
3.1.3 APA Rated Sheathln9 standard identifies subfloor span
ratings of 16, 20, 24, 32 and 48 Inches (406.4, 508, 609,6,
812.8 and 1219.2 mm) and roof span ratings of 16, 20, 24,
32, 40, 48, 54 and 60 inches (406.4, 608, 609.6, 812.8,
1016, 1219.2, 1371.6, and 1524 mm); or wall span ratings of
16 or 24 inches (406.4 or 609.6 mrn). The span rating is
determined on the basis of the results of performance tests as
noted in Section 3.1.5. APA Rated Sheathing/Ceiling Deck has
one face textured. APA Rated Wa)I Bracing has a wall span
rating of 16 or 24 inches (406.4 or 609.6 mm).
3.1.4 APA Rated Siding standard identifies span ratings
(maximum stud spacings) of 16 and 24 inches (406.4 and
609.6 mm). Panels are composed entirely of veneer, of
combinations of veneer and reconstituted wood or entirety of
reconstituted wood, except that hardboard siding is not
included: The span rating is determined on the basis of results
of performance tests as noted in Section 3.1.5. .
3.1.5 Performance Requirements
3.1.5.1 Structural Performance: Structural -use panels meet
Performance requirements established by APA for
concentrated, impact, and uniform loads for the end use span
on the grade mark. Panels are tested dry, wetted and redried
and, for certain loading conditions, tested wet. Load test
requirements are given in APA PRP -108. Roof spans'and live
loads shall not exceed those given in Table No. 3 and dead
loads not to exceed 10 psf (480 Pe). The live load for floor
panels shall not exceed 100 psf 44800 Pal with a dead load
not to exceed 10 psf (480 Pa), except the Sturd-(floor panel,
with a span rating of 48 inches (1219.2 mm) on center, is
limited to a total floor load of 65 psf (3120 Pal.
3.1.5.2 Panel Durability: The performance standard requires
evaluation of the resin bonding system. Exterior -type plYwood
in U.S. Department of Commerce Voluntary Product Standard
PS 1-95 is designed to be permanently exposed in outdoor
applications. Siding panels are identified as Exterior. Other
panels are identified as Exposure 1 or 2 -and are not intended
for permanent exposure to weather. Exposure 1 or 2 panels
are designed to be used for roof sheathing, subflooring,
7AIs rrparr is limited to rhe ,peck£ 4prQ&0 gtKl 4V4 mrd Asst reports tabmlrted by the applicant In Its gpplicadon ►egresting this report. No
lirdependenr tens were performed by the National Evalahtion Serv[ce, ink. (NES), mut NES spectAcally does not mate any YWIM ry, either expressed
ar Implied, at to any finding or other manor in this rrpdrr or as to any product covered by this report. This discialmer includes, but is not limned to,
tnerch-rdbility. Vds report is diro subject to rhe ilmlration listed herein.
Page 1 of 8
06/08/1998 16:01• 0000000 LOUISIANA PACIFIC PAGE 04
�.�
pig* 6ofa
Report NO. Not- 106
TABLE 1
�. RECOMMENDED SHEAR (POUNDS PER FOOT) FOR HORIZONTAL APA STRUCTURAL -USE PANEL DIAPHRAGMS
•emu ne celmucene mKiv Dna WINn nR SEISMIC LOADING
1111n
I
Blocked Diaphragms
Unblocked Diaphragms
Nail Spacing (in.) at
_
diaphragm boundaries
(all cases) at continvous
Nails Spaced 6" max.
panel edges parallel to
at supported edges'
load (Cases 3 8 4) and
A
of all panel edges
(Cases 5 8 6)
Case 1 no
unblocked
6 4 2-1/23 1 23
Minimum
Minimum
Minimum
edges or
"
Nail
Nominal
Nominal .,
continuous
All ether
Nail Spacing (in.) '
Common
Penetration
in Framing
Panel
Thickness
Width of
Framing
at other panel edges
joints
parallel
eonfigutotions
(Cases 2; 3,
6
6
4 1
3
Panel Grade
Nail Size
(inches)
(inch)
Member
to load)
4,5 8 6)
APA
6d'
1-1/4
5/16
2
185
250
375
•420
165
125`
STRUCTURAL
3,
210
280
420
475
185
140
RATED SHEATHING,
2
270
360
530
600
240
180
EV 1orEXT
6d
1.1/2
3/8
3
300
400
600
675
265
200• '
10d
1-5/8
15/32
2
320
425
640
7303
285
215
3
360
480
720'
820.
320
240
APA
5/16
2.
170
225
335
380
150
110
RATED SHEATHING,'
1 3
190
250 "
380
A30
170
125
STURD-I-FLOOR
6d
1-1/4
2
165
250
375
420
165
125
EXP 1, EXP 2 or IXT
s
3/8
3
210
280
420
475.
185
140
318
2
240
320
480
545
215
160.'
r
3
270
360
540
610
240.
180'
7/16
2
i 255
340
505
575
230
170
.. �
Bd
1-1/2
3
1285
380
570
645,
255.
190
15/32
2
270
360
530
600
240
180
3
300
400
600
675.,
265
200.
15/32
2
290
385
575
6553'
255
190
3
325
430
650
735
290
215
c
lOd
1-5/8
19/32
2
320
425
640
7303
285
215
-
3
360
480
720•
820
320•
240
' For framing of other species: (o) Find specific gravity for species of lumber in AF&PA Notional Design Specification, (b1 find shear value from table for nail size, and.for
Structural I panels (regardless of actual grade), (c) multiply value found in (b) by 0.82 for species with specific gravity o44 greater than or equal to 0.42 but less than 0.49,
or multiply by 0.65 for species with o cpocific gravity less than 0.42.
' Space no 12 inches om,
.c along inteediote framing members (6 inches o.c. when supports ore spaced 48 inches a.c.). '
s Framing at panel edges shall be 3 -inch nominal or wider, and nails shall be staggered where nails me spaced 2 inches o.c. or 2-1/2 inches o,c., and where 10d nails
having penetration into homing of more than 1-5/8 inches are spaced 3 inches o.c.
Exception: Unless otherwise rogvired, 2 -inch nominal framing is permitted to be used where full nailing surface width is oro3a6le and nails ore staggered. .
• Use minimum 8d common nails for roof sheathing,
s Sheer ponels shall be not less than 4 feet by 8 feet, except at boundaries and changes in framing. Wood structural panels less than 12 inches wide shall be blacked.
51 units: I in = 25.4 mm, 1 Fill = 14.59 N/m, 1 h - 0.3 m.
tms Coso 1 -•Fne_kew Case 2 mw" " tm Case 3 toxo Cue 4 Case S , ewe Case 5 '
I xwea
1� tlunC letl rrwlny
aonllnveue yWte..O 0YG>•ne"tnnWe7 Cantnuaer eeN .. Conwg ap pen*
Note: Framing is permitted to be located in either direction for blocked diaphragms, -
Page 4 of a
For use as roof sheathing with the underside exposed, the
allowable spans for ail -veneer siding identified as '303` shall
conform to Table 5.
4.4.3 Lap Siding: Lap siding i;; applied either directly to
framing or over nailable sheathing as defined above. When
installed either directly to framing or over boards, building
Paper (weather -resistive barrier) is required to be installed over
the framing -in accordance with the applicable code. Vertical
end joints shall be either caulked or otherwise installed in
accordance. with recommerhdations of the manufacturer.
Siding joints, if staggered,• are allowed to occur away from
studs when nailable sheathing is used. When lap siding is
installed over nailable sheathing, nails shall be spaced 8 Inches
12012 mm) on center along the bottom edge, if siding is
ender than 12 inches (304.8 mm), also nail siding to
ntermediate studs with nails spaced 8 inches (2p3.2 mm) on
:enter.
i.0 IDENTIFICATION
rhe $tructural-Us.e Panels shall be identified in accordance
vith the National Evaluation Service report or.individual model
:ode agency evaluation reportthat specifically evaluates the
-anels.
;.0 EVIDENCE SUBMRTED
.1 APA Research Report 135-C titled "Test Methods and
Report No. NER-100
7,0 CONDITIONS OF USE
The National Evaluation Service Committee finds that the APA.
EWA Standards for Structural -Use Panels described in this
the OCA i
1996 CA Nato arl ftterials
tspecified
Building Code, the 199
reportStandard
Building Code with 1995/1906. Revisions and the 1994
Uniform Building Code with 1996 Accumulative Supplement,
and the 1995 CABG One and Two Family Dwelling Code,
subject to the following conditions:
7.1 Structural -Use Panels developed in.accordance with
the procedure described in this report shall be
evaluated in a current National Evaluation Service
Report or individual report of a participating member.
7.2 Span ratings and load Capacities are based on
untreated panels or plyvvood panels treated only with
preparvatives in accordance with AWPA Standards
C9, C22, or C29. Structural performance
characteristics of FRTW panels are outside the scope
of this report and require evaluation in accordance
with the applicable code.
7.3 This report is subject to re-examination on a periodic
basis. For information on the current status of this
report, contact one of the participating members of
the NES.
Performance Requirements for .Floor and Ftoof
Sheathing•.
.2 Calculations of plywood section properties arld
allowable loads.
-3 APA Specification and Policy for Structural -Use Panel
Sheathing.
.4 Performance. Standards and fblicies for Structural -Use
Panels, APA PRP -108; February 1994.
.5 Tests and Calculations for Racking Shear Values.
.6" Calculations for Rated Siding Used as Roof Sheathing.
.7 Calculations for Wind Resistance.
.8 APA Research Report 148 - Structural Performance of
Wood -Based Siding.
9 APA Research Report 149 - Dimensional Performance
of Wood -Based Siding.
10 APA Lap Siding Installation Guide, dated July 1987.
11 Celdulations on the recommended roof snow loads for
APA rated sheathing 54132 and 60148 and $turd -I -
Floor 48 o.c. and 24 o.c.; sealed by John R. Tissell,
P, E.
12 .APA technical note number N375A titled 'Design
Capacities of APA Performance-Rated.Structural-Use
Panels", dated September 1991.
13, APA Report No. TSB -16 titled 'Design Values for
Structural Panel Products', prepared by Michael R.
O'Halloran and Edward G. Elias, dated May 1988.
14 U.S. Department of Commerce Voluntary product
Standard PS 2-95, dated March 1996.
15 Calculations for fastener spacing on roof sheathing,
dated December 29, 1993, prepared and sealed by
William Baker, P.E.
P.02
DIMENSIONS - INCHES -
a s _ ,o3la F „ W4 : r
DRAIN * j y K \ 7-tht
CONNECTIONS
FOR t
HORIZONTAL
APPLICATIONS TOP VIEW (ALL MOO--
A
OO-A
4.'
VAPOR = Olaln Pan PooDrini
OPENING r'
r , , MAX. PILTER LENGYn
d (21 inches)
LIQUID I MAX. F4,TER WIDT" r
OPENING (B minus 1- 1/2 inchsaf
F,
REAR
DRAIN CONNECTIONS
nFOR UPFLOW - FILTER E ,
' APPLICATIONS ACCESS
BOTTOM VIEW
tControl 1"99.
T -E. Actual conduit We own In bra to.
} 1 C R ES'
f Front of unit .............. , . 24 Inch
} Hear of Unit _ - _ . _ . 1' Inch
Silos Of U61t: . :.............
1 inch,
............. .......
All dimensions are in Inches. They are subject • 0 Clearance allowed when' Electric
to change without notice. Certified dimensions Heater Is not Inr-alled.
will be provided upon request
NOTES: IJ34F J : TSI S i4/g gggw&,E� W /L
F1 RP / Dimensions
Nuri K.O.'s' Refrigerant
Fl RC / A
Ft FP
- MODE
D
• 12-1/8
E F
14-7!8 16-1/2
K Connections,
Line
Sae . -
1-318 (1).
_
�
7/8 (t/2) 3/8'
'�•� .
�r
5/8
018 40 1B
22 •'
.024' 40> 18
14.7/8 16-1/2
03o ao 1e
ta-7/9 te•1/2
4
036(RC) 40 18
147/8 16-1/2
3/4 -
036(RP) 40 21-12
18-3/8 20
3/4
..042. . 40 21-1 /,Z
� . 1 t}3/8 20 •
7/6
oae so 2a
r7-3/8
za7�� 22-t/2
7�s (1/2),
1-318 (1). _
7/8 `
060 50 24
20.7/8 22-1/2 :
7/8 r
Refer to form 635.02-t(i2Y (heat pump) or 535.02-TG3Y (00ang a*) for detailed specifications on the unh and Its acoesaadea: • f
LISA.
-WY0
� . - ,
Heating and Air ConditioningZ.
° 0u0 �01a0
w U.9. pt+rroa Ter., ,
Unitaryy Peoduas Group L't.+, aa. - JNSGr✓W ,
P.O. 90x 1592, Yo*. Pavuylgniu USA 1740.3592
r Suo)ecl f0 MWW witMuGnv%ice. Printed in U:S.A. T ", .
OOpyrlQt,t V. by York Intetngilkmm Corporepon 1997• All rights, reserved. SMU 4M 497 .11 Codes: EaY•EpY - 6J5.02-SD2Y n
x
ITY' QUINTA":O.-
CITY' LA"
SUB
-LIST
CONTRACTOR ADDRESS
OWNER .,JOB ADDRESS rd No Drl4
-79 - KA -5
LA GU;ntcL) CA
This form shall be nosted'on the job with the Building Inspection Card at all .times in a conspicuous place.
It is the responsibility of the General Contractor or the Owner/Builder to monitor the sub -contractors that
r on this list a the same
are re me persons performing the work. Any changes to this list must be approved the
City of La',Quinta Department of Building •& Safetipliar,to work being performed ty a changed sub-
contractor. Failure to comply will result in a stoppage of work and/or the voidance of building permit.