HomeMy WebLinkAboutPermit Building 2020-02-24SPRINGFIELD
.OREGON
Web Address: www.springfield-or.gov
Permit Issued: February 24, 2020
Building Permit
Residential Structural
Permit Number: 811-20-000228-STR
IVR Number: 811056730862
City of Springfield
Development and Public Works
225 Fifth Street
Springfield, OR 97477
541-726-3753
Email Address: permitcenter@springfield-or.gov
1260 Framing
TYPE OF WORK
Pending
Category of Construction: Single Family Dwelling
Type of Work: Addition
Pending
Calculated Job Value: $23,512.32
Struct Res
Pending
Description of Work: Master bathroom addition
Struct Res
Pending
1220 Underfloor Framing/Post and Beam
30B SITE INFORMATION
Pending
Worksite Address
Parcel Owner:
JOLICOEUR JOSHUA &
1715 COTTONWOOD AVE
1703273305500
MICHELLE
1440 Insulation Ceiling
Address:
1715 COTTONWOOD AVE
Springfield, OR 97477
SPRINGFIELD, OR 97477
LICENSED PROFESSIONAL INFORMATION
Business Name
License License Number Phone
RAINBOW VALLEY DESIGN &
CCB 56107
541-342-4871
CONSTRUCTION INC - Primary
PENDING INSPECTIONS
Inspection
Inspection Group
Inspection Status
1999 Final Building
Struct Res
Pending
1260 Framing
Struct Res
Pending
1020 Zoning/Setbacks
Struct Res
Pending
1110 Footing
Struct Res
Pending
1120 Foundation
Struct Res
Pending
1220 Underfloor Framing/Post and Beam
Struct Res
Pending
1410 Underfloor Insulation
Struct Res
Pending
1430 Insulation Wall
Struct Res
Pending
1440 Insulation Ceiling
Struct Res
Pending
1530 Exterior Shearwall Struct Res Pending
SCHEDULING INSPECTIONS
Permits expire if work is not started within 180 Days of issuance or if work is suspended for 180 Days or longer depending on
the issuing agency's policy.
All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not.
Granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law
regulating construction or the performance of construction.
ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set
forth in OAR 952-001-0010 through OAR 952-001-0090. You may obtain copies of the rules by calling the Center at (503)
232-1987.
All persons or entities performing work under this permit are required to be licensed unless exempted by ORS 701.010
(Structural/ Mechanical), ORS 479.540 (Electrical), and ORS 693.010-020 (Plumbing).
Printed on: 2/24/20 Page 1 of 2 C:\myReports/reports//production/01 STANDARD
Permit Number: 811-20-000228-STR Page 2 of 2
Various inspections are minimally required on each project and often dependent on the scope of work. Contact
the issuing jurisdiction indicated on the permit to determine required inspections for this project.
Schedule or track inspections at www.buildingpermits.oregon.gov
Call or text the word "schedule" to 1-888-299-2821 use IVR number: 811056730862
Schedule using the Oregon ePermitting Inspection App, search "epermitting" in the app store
PERMIT FEES
Fee Description
Quantity
Fee Amount
Technology Fee
$49.29
Plan Review - Minor, UGB
$342.00
SDC: Reimbursement Cost - Storm Drainage
28.9
$28.90
SDC: Improvement Cost - Storm Drainage
41.95
$41.95
Fire SDC - New Res Construction Sq Ft fee - enter sq ftg
192
$11.52
Structural building permit fee
$390.20
Structural plan review fee
$253.63
State of Oregon Surcharge - Bldg (12% of applicable fees)
$46.82
Total Fees:
$1,164.31
VALUATION INFORMATION
Construction Type Occupancy Type Unit Amount Unit
Unit Cost
Job Value
VB R-3 1 & 2 family 192.00 Sq Ft
$122.46
$23,512.32
Total Job Value:
$23,512.32
Printed on: 2/24/20 Page 2 of 2 C:\myReports/reports//production/01 STANDARD
SPRINGFIELD
L.7
OREGON
Transaction Receipt
811-20-000228-STR
IVR Number: 811056730862
Receipt Number: 473897
Receipt Date: 2/24120
www.spdngfield-or.gov
Worksite address: 1715 COTTONWOOD AVE, Springfield, OR 97477
Parcel: 1703273305500
Payment Method: Credit card Payer: RAINBOW VALLEY
authorization: 09456d DESIGN & CONSTRUCTION
INC
Cashier: Katrina Anderson
City of Springfield
Development and Public Works
225 Fifth Street
Springfield, OR 97477
541-726-3753
permitcenter@springfield-or.gov
Payment Amount: $910.68
Amount not applied to fees: $910.68
Receipt Total:
$910.68
Printed: 2/24/20 10:36 am Page 1 of 1 FIN_TransactionReceipt_pr
Structural Permit Application
225 Fifth Street ♦ Springfield, OR 97477 ♦ PH(541)726-3753 ♦ FAX(541)726-3689
8PFUNGRELD DEPARTMENT USE ONLY
LPermit no.:a
This permit is issued under OAR 918-460-0030. Permits expire if work is not started within 180 days of issuance or if work is
suspended for 180 days.
LOCAL GOVERNMENT APPROVAL
This project has final land -use approval.
Signature:
Date:
This project has DEQ approval.
Signature:
Date:
Zoning approval verified: ❑ Yes ❑ No
Property is within flood plain: ❑ Yes ❑ No
CATEGORY OF CONSTRUCTION
Residential 1 ❑ Government I ❑ Commercial
JOB SITE INFORMATION AND LOCATION
Job site address: ('714;* A.4,t-
City: .50 ,r% 41 State: Ci R_ ZIP: ill.
Subdivision: I Lot no.:
Reference:) -703.2733 Taxlot: Clc�)
PROPERTY OWNER
Name: 6A; we_c Jb Luo► cite lc�►a.
Address: j11Sr Cio
City: State: a ZIP: 174
Phone: (.'Iftacg. V 3 3 Fax: - -
�
E-mail: (�6�r1 J r S M• t� �-�
Building Owner or Owner's agent authorizing this application:
Sign here:
❑ This installation is being made on residential or farm property owned
by me or a member of my immediate family, and is exempt from
licensing requirements under ORS 701.010.
CONTRACTOR INSTALLATION
Business name: Z -000W ► k �dK
Address: r v+ C4t.
City: 1070
State: Of., ZIP:
Phone: Sit- Z S71
Fax: 9JI -;
E-mail:
CCB license no.: 7 (.4
Print name: U fq ",
yll
Signatu :
SUB C�
Name
Electrical
Plumbing
Mechanical
Last edited 5-5-2019 BJones
INFORMATION
CCB License # Phone
�tZ`t � s�tl �Iss a
((D1!o3 S`itLn
71
71
$Z,
95te 1671 S,41 34?. 4e-71
FEE SCHEDULE
1. Valuation information
(a) Job description:
Occupancy
Construction type: L %� AA&U &yd
q'L.CSquare feet: 1197 --
Cost
ost per square foot: 140
Other information:
Type of Heat: dV kGq
e.WG.
Energy Path: . .4 2xA6
❑ new ❑alteration addition
(b) Foundation -only permit? ❑ Yes ® No
Total valuation:Jqz SJL. 3
$ R, ZOO
2. Building fees
(a) Permit fee (use valuation table):
$
(b) Investigative fee (equal to [2a]):
$
(c) Reinspection ($ per hour):
(number of hours x fee per hour)
$
(d) Enter 12% surcharge (.12 x [2a+2b+2c]):
$
(e) Subtotal of fees above (2a through 2d):
$
3. Plan review fees
(a) Plan review (65% x permit fee [2a]):
(b) Fire and life safety (65% x permit fee [2a]):
$
(c) Subtotal of fees above (3a and 3b):
$
4. Miscellaneous fees
(a) Seismic fee, 1% (.O1 x permit fee [2a]):
$
(b) Tech fee, 5% (.05 x permit fee[2a]+PR fee [3c])
$
TOTAL fees and surcharges (2e+3c+4a+b):
$
lt�o Coti P_e rJCC—_ Fean�,
C �CT 0 V - sre�re _
1ylil( N�C� QAC=t��Ti�� �ELMi i
A 4 Ci C_O V [v'r`'C Tf02
S40%
Transaction Receipt
811-20-000228-STR
IVR Number: 811056730862
Receipt Number: 473732
Receipt Date: 2/4/20
www.springfield-or.gov
Wort<site address: 1715 COTTONWOOD AVE, Springfield, OR 97477
Parcel: 1703273305500
Transaction Units
date
2/4/20 1.00 Ea
Description
Structural plan review fee
Fees Paid
Accountcode
224-00000-425602-1030
City of Springfield
Development and Public Works
225 Fifth Street
Springfield, OR 97477
541-726-3753
permitcenter@springfield-or.gov
Fee amount Paid amount
$253.63 $253.63
Payment Method: Credit card payer: tobin newburgh Payment Amount: $253.63
authorization: 144874
Cashier: Katrina Anderson
Receipt Total:
$253.63
Printed: 2/4/20 1:25 pm Page 1 of 1 FIN_TransactionReceipt_pr
ow
V
V
W
cc
M's
i I
+ s
4
t •1
f
i
(
s
+
Z
3 s
N f
•L �
f
� s
a-+ +
U (
L
c
t1n f
C �
�L
O S
G) S
4J f
L
t
O f
O +
N
s� c
O +
N L
t
a) s
C
on i
z
t S
� f
i
� N l
a
� O +
Q Q d
J :
O C
do S
Y +
O O r
U N 3
+
O
CLO H _C O foo +
O fn d i
V C OL +� L
In_ `I -N C
L- C p C 0 r
S2 O J N vs
S= � +
m -0 Ln O C
O U N
-am 4- N o
L U U -0 U C
+O.J N CU m O C
Lu U U Cr U C
y
u � f
v) i
a i•+ L
O f
6 CL
Q) f
L t
3 L f
U C
D � C
n 7
O
D N
3 (7 f
J d1 a) t
N `s U v
+
N
0
3 �
Y i m i
O .� X
O
-0 p O y
Lr
O
s N0 2
p > O +
s2
i -0 s
Ln N
J fn
7 U a) Z
m , OY f.
' -0 1= C C
+J Y 0 m fl
A frail L 00 O 4-
u U a� d
3 4J V1 m b- f
C
t
3 m L
.00 > C
Q
oC U ,n
3 0 O -c
Gi
V
r
CLN n
i0 a) z
'n +m+ C S2
C L O c
J 7 O CL
i-
C O L
G
41 4-
C)
`- +m,, U t
- 3 U
CIJ :3
C2 N U
of C E 'iU-,-+ L
LA 'Fu L CL
O cnN O
'— .m O O n
N E ++ .N +
i-+ 3 En Q
U C U OL
) cu m a) CL n
U ` u 4-
V x
a �+
3
� 4J
O
W
A O
s�
s �
N
'+-
i
N
. C C
N N
A i E
O N
U L
L N U
L CL 4-
s E
1 v+'i CU
, Q -
o N +�+
i
S � N
w
f �
M
O
tlo
's= Cr
CU
m N
L
C �
s '
> Q.
l CL (V
41
s= v
-0 C
s v
f Q)
i Cu
on +'
c
CU i1
f N 7
U)
O Y
m
E
> LJ
'=3 s=
CT m
G)to
N
L
L C --y-
:E U
m
L >. 0-
L N
f i
' o v
+1 ++
� Y Y
U U
f � �
U V
a✓
O
S2
OL
EAEA
O
N
C
_ to
CU N
> �
v N
A
L N
4J N
� L
to
m
LL iL
Y U
O ++
41
rn m
U i✓
C
O N
Y
0 Q-
5
V) iS
c cli
O U
4� Q
Q _
N
c v
cum
4�
Q
7 +
fu
t
y
1= 4J
U Y
co CCm
E G
N
r-1
N
C
Ln
m
1=
Ln
CU J
t
U V;
S2
C
O
4
i-+
W
41N
O
t=
N
L
C 7
O cr
' L1
L 41
M O
CL N
h
a)
L L
w• v
L
3 U)
L-
0
O N
m
C
m N
s �
r �
L_
d
i m
L
w CU
L
u
W
O a)
O.
4� E
4 O
d CL m
r 'i C
m
fd o
v
W m _
Y Q- (V m
n)
E aUi m 0
,, U L
bA do If
Q) -O
m N
s
m 0
>
0 L N
v N
U 3
4-
u
zl
41
L
4�
N
m
v
C
7
U
O
—
mo
-C
OL
O L
O
3
N
to
O
O
U
f=
m
v
C1A
=3
U
L
C
a'
O
N
?E
O
m
-0
cuGJO
N
_0
++
LU
U)
t=
O
E
N
f1
LA
C
O
O
2
>
O
U
N
O
W
vi
bo
Q
-a
CU
O
m
C
—
L
i-+
CLO
�
a)
-a
+'
v
f2 N
a �
In
C
L
O
U
m
O
to
v m
O
v
CL
+m•+
>
o
3
UF=
a
tw
'a
an
a)
Ln
s=
a)
E N
s-
L'^
O
O m
N+O-
Ln
E C
00
"O
4-
CUw
Ln
a-+
+' Q
O
p0
N
LA
O
s=
4L--
Y
Q
CN
�Ln
O
tw
to
O
O
rn
E
O N
s=
O
c
N
c
7
m N
>
f=6
V)N
j
O
to
OL
N N
L N
O
-
ru
S2
O
to
m U
+ + dO
tmif
O
O
aO
p (u
N
Y
U
Y
U
Y
U
Y
U1
U
Y Y
U U
O Y
Y U
N
U
N
CU
U
N
U
(d
N O
U U
m N
U
c
CU
E
CU
L
aJ
c
O
sz
aJ
V)
v
L
E
ra
O
-0
0-
w w
x
CU
tZ
a
00
Ln
O
v
0
c
aJ
Y
R
E
O
N
a)
W
f6
m
ti4
CV
t
a
O
n3
m
m
m
Ila
c
r0
a)
a)
L
w
aJ
aJ
0
O
41Y
U
v
N
O
0
E
O
E
U
U
4-
c
I..c
O
U
O
c
m
aJ
v
_0
c
rB
i3
E
V)
N
t
L rru
+j0 In
o.
c
r0 0
c v
c
L f6
aUJ E
v `—E
Y
. ?>
E +,
C)
c�
aJ OJ
0 0
O N
c
ai� Y
l6
c
to
aJ ❑
-Ca
O
L ❑
> Ln
O 3
Z3 CU
la c
LLl
a)
bD
3 �
3 U
V)
3 '
3 ❑
V)
a)
L
� LL
co
i 4-
0
O
L4--
3
a�
7
is
a
L 3
_ c
J
J
O
R
v
U
L
41
M
U
0 -
CL Q
f0
f0
aj
U
U
C
CLO
a�
m
m
a
a
0
+-
L
[6
qA
0
J
41
U
N
O
0-
u U
N
t
U
d
Sly 1=ofZt-, 1r=orL S'7eaRh tvaTt�J�.
SIM FORM: 2014 (Simplified Approach for Stormwater Management)
Application Building Permit#
Address NN*,
L3-747?
Tax Lot # 1 '7 °` � 941- �
NRCS Soil Type or
Measured Infiltraiton Rate v� el- vlou,*
Residential/Commercial
(Circle One)
Facility Sizing for Water Qualitv and Flow Control
Surface Facilities Impervious Area Managed Sizing Factor Faclity Surface Area
Rain Garden sf x 0.11 =
Stormwater Planter sf x 0.07 =
Sand Filter sf x 0.07 =
Facility Sizing for Water Quality, Flow Control and Flood Control *** Only for use in Tyre A & B Soils
Surface Facilities Impervious Area Managed Sizing Factor Faclity Surface Area
Rain Garden LI sf x 0.13 = -act,
Stormwater Planter sf x 0.11 =
Sand Filter sf x 0.11 =
Sum of Total
Impervious Area Managed Box 4
(Box 4 must be equal or
greater than Box 3)
Point of Discharge (check one)
Overflow to gutter (weephole)
Overflow to public storm drain pipe
Overflow to Open Drainage
Subsurface Infiltration ,�'
Facility Sizing
Total Proposed New or Replaced Impervious Surface Area
�"�x Box 1
Impervious Area Reduction
Permeable Pavements sf
Eco -Roof sf
Contained Planter sf
Tree Credit sf
Total Impervious Area Reduction
- ] Box 2
Total Impervious Area Requiring Stormwater Managemment�%4
Box 3
(Box 1 Box 2)
Facility Sizing for Water Quality Only
Surface Facilities Impervious Area Managed
Sizing Factor
Faclity Surface Area
Rain Garden sf x
0.05 =
Stormwater Planter sf x
0.03 =
Swale sf x
0.06 =
Vegetated Filter Strip sf x
0.2 =
Sand Filter sf x
0.03 =
Facility Sizing for Water Qualitv and Flow Control
Surface Facilities Impervious Area Managed Sizing Factor Faclity Surface Area
Rain Garden sf x 0.11 =
Stormwater Planter sf x 0.07 =
Sand Filter sf x 0.07 =
Facility Sizing for Water Quality, Flow Control and Flood Control *** Only for use in Tyre A & B Soils
Surface Facilities Impervious Area Managed Sizing Factor Faclity Surface Area
Rain Garden LI sf x 0.13 = -act,
Stormwater Planter sf x 0.11 =
Sand Filter sf x 0.11 =
Sum of Total
Impervious Area Managed Box 4
(Box 4 must be equal or
greater than Box 3)
Point of Discharge (check one)
Overflow to gutter (weephole)
Overflow to public storm drain pipe
Overflow to Open Drainage
Subsurface Infiltration ,�'
10
nz-i hic
I
1. Provide protection from all vehicle traffic, equipment staging,
and foot traffic in proposed infiltration areas prior to, during,
and after construction.
2. Dimensions:
a. Depth of rain garden: 6" minimum and 12" maximum
b. Flat bottom width: 2' min.
c. Side slopes of Rain Garden: 3:1 maximum.
3. Setbacks:
a. Infiltration rain gardens must be 10' from
foundations and 5' from property lines.
Filtration Rain Garden do not require a setback with
an approved waterproof liner.
4. Overflow:
a. Overflows are required unless sized to fully infiltrate
the flood control design storm.
b. Inlet elevation must allow for 2" of freeboard,
minimum.
CITY OF
EUGENE, OREGON
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
OR
5. Piping: Minimum 3" pipe required for up to 1,500 sq ft of
impervious area, otherwise 4" min. Piping material, slopes
and installation shall follow the Uniform Plumbing Code.
6. Growing medium:
a. 12" minimum
b. Imported topsoil or amended native topsoil.
Vegetation: Follow landscape plans otherwise refer to plant list in
SWMM Appendix F. Number of plantings per 100sf of facility area:
a. 100 Ground Covers, OR
b. 80 Ground Covers, 2 Large Shrubs 4 Small Shrubs
and 1 tress (deciduous or evergreen)
10. Install washed pea gravel or river rock to transition from
inlets and splash pad to growing medium.
INFILTRATION RAIN GARDEN
TYPICAL DETAILS
2.3.9 Rain Garden
Facility Description
Rain Gardens are
vegetated, flat bottomed, Rairi Gai
shallow landscape
depressions used to collect
and hold stormwater
runoff. This allows
pollutants to settle and
filter out as water infiltrates
into the ground. Rain
gardens are water
reservoirs to collect and
treat stormwater runoff by
allowing the pollutants to
settle and filter out as the
water percolates through vegetation and soil
mediums before infiltrating into the ground
below or being piped to its downstream
destination. Rain gardens can also be sized to
infiltrate the flood control design storm and are
often used as complete on-site systems. Rain
gardens can be configured in a number of
different shapes making them very versatile for
into ratin int it d 1 d 1
g g o s e an an scapi, p ins
Rain Gardens can be used to help fulfill a site's
required landscaping area requirement and should be integrated into the overall site
design. Numerous design variations of shape and planting scheme can be used to fit the
character of a site.
Rain Gardens qualify as infiltration and filtration facilities. Rain Gardens meet the
stormwater management standards for water quality and flow control when designed
under the Simplified Approach. Rain Gardens meet the stormwater management standards
for water quality, flow control and flood control when designed under the Presumptive
Approach.
Design Requirements
All facilities shall require an overflow to an approved discharge point unless sized to fully
infiltrate the flood control storm.
Sizing: The Simplified Approach may be utilized for surface areas less than 15,000 square -
feet of impervious area. Rain Gardens shall use a sizing factor of 0.05 for water quality
using the Simplified Approach. Rain Gardens shall use a sizing factor of 0.11 for flow
control with the Simplified Approach.
Stormwater Management Manual
Eugene 2014
2-25
The Presumptive Approach shall be used for all other water quality, flow control and flood
control designs in conjunction with a measured infiltration rate. Rain gardens shall be
designed to pond water for less than 30 hours after each storm event.
Soil Suitability: Soils with infiltration rates greater than 2 in/hr shall be designed as
infiltration treatment facilities. Soils with infiltration rates less than 2 in/hr shall be
designed as filtration facilities.
Dimensions and Sipes: The facility storage depth must be at least 6 inches, unless the rain
garden is horizontally sized larger than required. The facility storage depth shall be no
more than 12 inches. Side slopes shall be a maximum of 3:1. The minimum bottom width
shall be 2 feet. The bottom shall have no more than 0.5% slopes.
Setbacks: Rain Gardens located within 10 -feet of building structures or 5 feet of property
lines must be lined with an impermeable waterproof liner.
Materials
Pipings Pipes shall be sized to convey design flow rates but shall be no less than 3 inches for
private piping. Private piping shall conform to the requirement of the Uniform Plumbing
Code. Sizing of public conveyance piping shall conform to the Public Improvement Design
Standards Manual.
Drain Rock: Drain rock may be used below the growing medium of a Rain Garden. Drain
rock can be used for retention, detention or conveyance. Drain rock shall be open graded,
washed 3/4 inch to 2-1/2 inch diameter. Drain rock and growing medium must be
separated by a geotextile.
Mulch: Washed pea gravel, river run rock or other non -floating mulch is recommended for
Rain Gardens. It should be applied 2 - 3 inches thick to cover all solid areas between plants.
It should not be over applied.
Waterproof Liners: The use of waterproof liners is discouraged as infiltration is
encouraged on all facility types. Waterproofing liners may be required in areas where
hydraulic isolation is required due to existing structural, hydrologic or geotechnical
limitations. Rain Gardens located within 10 feet of building foundations or 5 feet of
property lines must be lined with an impermeable membrane of 30 mil (minimum) plastic
film or equivalent.
Vegretation
The entire Rain Garden must maintain 90 percent coverage for vegetation. Vegetation shall
conform to the facility planting list located in Appendix D.
Stormwater Management Manual
Eugene 2014
WIR
Vegetated Rain Gardens shall be planted with minimum plant quantities from Schemes I, II
or III. Minimum plant quantities for vegetated Rain Gardens are as follows:
Vegetated Rain Garden Planting Scheme I II I III
Ground Cover, 4 -inch pots spaced 1' on center (per 100 80 80
100 square feet of the facility)
Large Shrubs, 3 gal. pots spaced 4' on center (per 2 2
100 square feet of the facility]
Small Shrubs, 1 gal. pots spaced 2' on center (per 4 4
100 square feet of the facility)
Evergreen tree, min. 6' height (per 200 square feet 1
of the facility)
Deciduous tree, 1-1/2 inch caliper (per 200 square 1
feet of the facility)
Rain Gardens may elect to use grasses for side slopes. Grasses on side slopes must have
100 percent coverage at establishment by native grasses, turf grasses, native wildflower
blends, native ground covers, or any combination thereof. Seed shall be applied at the rates
specified by the supplier.
Vegetation or seed cover shall be established as soon as possible after the Rain Garden is
completed, and before water is allowed to enter the facility. Unless vegetation or seed cover
is established, biodegradable erosion control matting shall be installed in the flow area of
the Swale before allowing water to flow through the Swale.
Growing Medium: The growing medium shall be a minimum 12 inches of topsoil or the soil
shall be amended to support plant growth. Imported topsoil shall be a sandy loam mixed
with compost or a sand/soil/compost blend. It shall be roughly one-third compost by
volume, free -draining, and support plant growth. The compost shall be derived from plant
material; animal waste is not allowed. In all cases, the growing medium shall be 12 inches
deep.
Stormwater Management Manual 2-27
Eugene 2014
APPENDIX D
PLANTING OPTIONS
CITY OF EUGENE
Facility Planting Design
Appendix D-1
Facility
Planting
Plant
Planting
Scientific Name
Common Name
Options
Categories
Zones
U)
r-
0
a
o
0
WE
o
-a
0
o
-CL
U-
N 0
❑ d
cn
0
o
N
L >
C
C
i�
U1
0
MfB
?
F
0
N
U)N
0
m
Q
m
a)
(SS
L
-B
>
-0 -
L
F—
C0
>,
a
a;
s
a;
c� � x
3 w
U
a
s
C/5 cn
U)
0
c
ai
0>
�°
N-0
0
0
Et
M
o
a
— N
v'
-a
o,
mco
ca
0
*approved for public rights of way
(D
t�
j
u) ?'
uFJ
j
p
'
w
a
a
Q
Abies grandis
Grand Fir
;
#
Abies koreana
Silver Korean fir
♦
;
Abies lasiocarpa
Rocky Mountain fir
Acer circinatum
Vine Maple
Acer ginnala
Amur Maple
♦
#
Acerglabrum var. douglasii
Rocky Mountain Maple
Acer griseum
Paperbark Maple
♦
♦
♦
Acer macrophyllum
Big leaf Maple
Agrostis exarata
Spike Bentgrass
Alisma plantago-aquatica
Water Plantain
Allium acuminatum
Hooker's Onion
Allium amplectens
Slim Leaf Onion
Alnus rhombifolia
White Alder
♦
♦
#
Alnus rubra
Red Alder
Alopecurus geniculatus
Water Foxtail
Amelanchier alnifolia
Western Saskatoon Serviceberry
Amelanchier grandiflora
Autumn Brilliance & Forest Prince
Arbutus menziesii
Pacific Madrone
Arbutus unedo
Strawberry Madrone
Arctostaph los uva-ursi*
Kinnikinnick
Aster hallii
Hall's Aster
Aster subspicatus
Douglas' Aster
♦
#
Athyrium Felix-femina
Lady Fern
#
Beckmannia syzigachne
American Slough Grass
Betula nigra 'Heritage'
Heritage River Birch
♦
#
Bidens cernua
Nodding Beggarticks
Blechnum spicant
Deer Fern
Appendix D-1
Appendix D-2
Facility
Planting
Plant
Planting
Scientific Name
Common Name
Options
Categories
IZones
70
C
0
U)
2-
a
0
_
-
0
U
v
o
E
-6
0
N
0
0
0
o
O
EL
cn
CL
(D
N
o
a)
E
w
ami
m
a
a0i
°�
Q
m
a�
M
cn
aa)i
c
o
I-
I—
o
o
m
W
V
-0
.i=
(n
-C0
(n
C)>
N
N
�
�-'
(D
0
—
a)
-0
0)
_
�-.
0
9
CL
*approved for public rights of way
(D
> CO
02
3:
C7
c�
2
0
w
a
o..
Q
Brodiaea congesta
Harvest Brodiaea
♦
•
Bromus carinatus
California Brome Grass
#
•
Bromus sitchensis
Alaska Brome
#
Bromus vulgaris
Columbia Brome Grass
Calocedrus decurrens
Incense Cedar
Camassia quamash
Common Camas
Carex densa*
Dense Sedge
#
Carex deweyanna
Dewey Sedge
♦
•
Carex hendersonii
Henderson Hedge
Carex obnu ta*
Slough Sedge
Carex sti ata*
Sawbeak Sedge
♦
•
Carex tumulicola*
Foothill Sedge
Carpinus betulus
European Hornbeam
Ceanothus cuneatus
Buckbrush
Ceanothus integerrimus
Deerbrush
♦
♦
Ceanothus sanquineous
Oregon Redstem Ceanothus
Ceanothus velutinus
Snowbrush
Celtis occidentalis
Common Hackberry
♦
+
•
Celfis reticulata
Netleaf Hackberr
Chilopsis linearis
Desert Willow
Chitalpa taskhentensis
Pink Dawn.Chital a
Clarkia amoena
Summer's Darling
+
Clarkia purpurea
Four Spot Godetia
♦
•
Collomia grandiflora
Large Leaf Collomia
Cornus kelse ii*
Kelse i Dogwood
♦
•
Cornus nuttalii
Western Flowering Dogwood
•
Cornus stolonifera
Red -osier Dogwood
♦
•
#
Corylus cornuta
Western Beaked Hazlenut
Cratae us douglasii
Black Hawthorn
Cupressus an.zonica
"Blue Ice" Arizona cypress
♦
i
Cupressus bakeri
Modoc cypress
Daffodil*
Daffodil
Danthonia califonica
California Oatgrass
Appendix D-2
Scientific Name
Facility
Planting Plant Plantin
Common Name I Options Categories Zones
Appendix D-3
c
U)
a-
❑ c
o
'�
T
w
cn
L
a
o
E
-0
O
c -
ii
a
a)
y �.O
o 3:E
�
aT
m m
cca -o
d
(D
aD Q
m
m
cn
>
n o IU)
o
o
(A
(/) N
am
'2 2
3�w,0
U
c�
c) U)
a N
N
>
us .r
o
>
*approved for public rights of way
{D �
O
co 0
C7
-j ❑
w 0-
Q
Deschampsia caespitosa
Tufted Hairgrass
#
♦
♦
E)eschampsia elongata
Slender Hairgrass
♦
♦
Dichelostemma congestum
Ookow
Downingia elegans
Calico Flower
i
Eleocharis acicularis
Needle Spike-rush
Eleocharis ovata
Ovate Spike-rush
Eleocharis palustris
Creeping Spike-rush
♦
#
Elymus glaucus
Blue Wildrye
Elymus trachycaulus
Slender Wheatgrass
+
Epilobium densiflora
Dense Spike Primrose
#
Eriophyllum lanatum
Oregon Sunshine
Euonymus altus* (Need water)
Dwarf Euonymus
♦
i
Festuca occidentals
Western Fescue Grass
Festuca roemeri var. roemeri
Roemer's Fescue
Festuca rubra var. commutata
Western Red Fescue
Fra aria chiloensis*
Beach or Chilean strawberry
Fragaria vesca (virginiana)
Wild Strawberry
Fraxinus latifolia
Oregon Ash
Gaultheria shallon
Salal
Glnko biloba
Ginko
#
Glyceria occidentalis
Western Manna Grass
O
Grindelia intergrifolia
Gumweed
Helictotrichon sem ervirens*
Blue Oat Grass
4
Holodiscus discolor
Oceanspray
Hordeum brachyantherum
Meadow Barley
Idesia polycarpa
Chinese Wonder Tree
Iris dou lasiana*
Douglas Iris
Iris tenax*
Ore on Iris
#
Juncus acuminatus*
Tapertip Rush
Juncus effusus var. racilis*
Common I Soft Rush
Juncus effusus var, pacificus*
Common Rush
Juncus ensifolius*
Da c er-leaf Rush
Juncus oxvmeris
Pointed Rush
Appendix D-3
Appendix D-4
Facility
Planting
Plant
Planting
Scientific Name
Common Name
Options
Categories
Zones
U)
d
O
N
C
(�
L
o
E
-0
o
e
O
O
w
O
u_
a'��
❑
a
o
E
rn
a
N
aD
o
Q
m
—0
VJ
a
W
O
C>
N
o
n
L
L
H
N
H
c
O
N
O
N
/0
U)
o
a�
m
�
0
(DU)Cn
o
approved for public rights of way
(D
>
w
X
3:
(D
m
p
w
d
0-
1 Q
Juncuspatens*
Grooved Rush; Spreading Rush
Juncus tenuis
Slender Rush
Juncus unilateralis
One-sided Rush
Koeleria macrantha
Junegrass
Koelreuteria paniculata
Goldenrain Tree
Lagerstroemia indica
Crepemyrtle
Lemna minor
Common Lesser Duckweed
Lonicera involucrata
Black Twinberry
Lupinus micranthus
Small Flowered Lupine
Lupinus polyphyllus
Large Leaf Lupine
Lupinus rivularis
Riverbank Lupine
Madia elegans
Showy Tarweed
I
I
I#
Mahonia aquifolium
Tall Oregon Grape
Mahonia nervosa*
Dull Oregon Grape
♦
Mahonia re ens*
Creeping Oregon Grape
♦
i
Malus fusca
Pacific Crab Apple
Myosotis laxa
Small -flowered Forget-me-not
Nandina domestica*
Dwarf Nandina(Heavenly BarnbooL
♦
N ssa s lvatica
Canyon Live Oak
Oemleria cerasiformis
Indian Plum
Olea europea
Wilsonii fruitless olive
Parrotia persica I
Persian Ironwood
Philadelphus lewisii
Mock Orange
Physocarpus capitatus
Pacific Ninebark
Picea smithiana
Morinda spruce
Pinus bungeana
Lacebark Pine
Pinus monticola
Western White Pine
Pinus ponderosa
Ponderosa Pine
♦
•
Pinus wallichiana
Himalayan Pine
Pistacia persica
Chinese Pistache
!
Plagiobothrys figuratus
Popcorn Flower
Polystichum munitum* I
Sword Fern
Populus balsamifera I
Black Cottonwood
Appendix D-4
Appendix D-5
Facility
Planting
Plant
Planting
Scientific Name Common Name
Options
Categories
Zones
w
C
0
N
a.
(A
(D
(D
C
O
1=
'O
O
O
Q
—J
N
O
a
O
N
0
O
aa)
v,
m
d `�
0 a�
w
w
Q
m
m
0
a)
m
U:
N
o
U
~
0
~
m
o
o
N
U1
p
c�II C13N
c
M
ca
approved for public rights of way (D
>
CO w
(D
vEj
p
w
0
1 0--
Populus tremuloides Quaking Aspen
Potamogeton natans Floating-leafed Pondweed
Potentilla gracilis var. gracilis Graceful Cinquefoil
Prunella vulgaris var. vulgaris Heal All
F-Irunus emarginata Choke Cherry
Pseudotsuga menziesii Douglas Fir
Pteridium aquilinum Bracken Fern
Quercus bicolor Swamp White Oak
Quercus chrysolepis Canyon Live Oak
♦
♦
#
Quercus douglasii Blue Oak
Quercus engelmannii Engelmann Oak
Quercus frainetta 'Schmidt' Forest Green Hungarian Oak
Quercus garryana Oregon White Oak
Quercus imbrican a Shingle Oak
i
♦
#
Quercus kelloggii California Black Oak
Quercus lobata Valley Oak
Quercus shumardii "Southern Plains" Shumard Oak
♦
#
Quercus suber Cork Oak
♦
#
Quercus virginiana "Cathedral" Southern Live Oak
Ranunculus occidentalis Western Buttercup
Rhamnus purshiana Cascara Buckthorn
Ribes sanquineum Red-Flowering Current
♦
;
Rosa gymnocarpa Baldhip Rose
Rosa nutkana iVootka Rose
Rosa pisocarpa Swamp Rose
Rubus ca! cinoides* Creeping Bramble
Rubus parviflorus Thimbleberry
Rubus pentaidbus* Creeping Rubus
Rubus spectabilis Salmonberry
Sagittaria latifolia Broadleaf Arrowhead
Salix fluviatilis Columbia Willow
Salix hookeriana Hookers Willow
Appendix D-5
Facility
Planting
Plant
Planting
Scientific Name Common Name Options
Categories
Zones
a
d
o
c
U)
o
E
-0
o
0
=_
LL
m
0
0
O
a�
o
a0i
m
0 3 d
M
oa
v
W
0
N
0
m
Q
m
(D
M U)
N
>
o
U
F-
N
N
-0
in N
Cu 3
x
w
-0
U)0
0
ami
B>
0 0
C
'M
0
:0(6
E
�
O
N
>
Cu
M
0
approved for public rights of way C7 > (
0
O
U)-j
p
W
d
d
Q
Salix lucida Pacific Willow
Salix scouleriana Scouler's Willow
#
#
#
Salix sessilifolia Soft leafed Willow
Salix sitchensis Sitka Willow
#
+
Sambucus nigra cerulea Blue Elderberry
Sambucus racemosa Red Elderberry
Sciadopitys verticillata Japanese Umbrella pine
Scirpus americanus American Bulrush
Scirpus microcarpus Small Fruited Rush
#
Sedum oreganum Oregon Sedum
♦
#
Sisyrinchium douglasii Purple-eyed Grass
Sisyrinchium idahoense Blue-eyed Grass
Sophora japonica Chinese Scholar Tree
♦
#
Sparganium emersum Narrowleaf Bureed
Spirea betulifolia Shiny-leaf Spirea
#
Spirea douglasii Douglas Spirea
Spirea s * Dwarf Spirea
Symphoricarpus albus Common Snowberry
Taxodium distichum Bald cypress
♦
#
Thuja plicata Western Red Cedar
#
Tsuga canadensis Canadian hemlock
♦
♦
#
Tsuga mertensiana Mountain hemlock
♦
♦
#
Tsuga sieboldii Southern Japanese hemlock
#
#
#
Veronica americana American Speedwell
Viburnum edule Highbush Cranberry
♦
#
Appendix D-6
FO R T E JOB SUMMARY REPORT
Jolicouer Addition
Level
Member Name
Results
Current Solution Comments
Floor: Joist (under shower)
`sassed
1 piece(s) 2 x 6 Douglas Fir -Larch No. 2 @ 24" OC
Floor: Joist
Passed
1 piece(s) 2 x 6 Douglas Fir -Larch No. 2 @ 24" OC
Wall: Header (windows)
Passed
i piece(s) 2 x 6 Douglas Fr -Larch No. 2
Roof. Rafter
Passed
1 piece(s) 2 x 8 Douglas Fir -Larch No. 2 @ 16" OC
Ceiling: Joist
Passed
1 piece(s) 2 x 6 Douglas Fr -Larch No. 2 @ 24" OC
Roof: Ridge Beam
Passed
2 piece(s) 2 x 12 Douglas Fir -Larch No. 2
Wall: Header
Passed
2 piece(s) 2 x 6 Douglas Fr -Larch No. 2
FortewEB software operator ]ob Notes 2/4/2020 6:53:01 PM UTC
Tobin Newburgh
Rainbow Valley Design + Construction ForteWEB V2.3
(Sew) 346-0645 File Name: Jolicouer Addition
tnewburgh@rainbowvalleyinc.com Weyerhaeuser
Page 1 / 8
I F O R T E= MEMBER REPORT 'PASSED
t
0
J
Level, Floor: Joist (under shower)
1 piece(s) 2 x 6 Douglas Fir -Larch No. 2 @ 24" OC
Overall Length: 7' 11 1/2"
7' 6,.
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
0
Design Results
Actual Ot Location
Alloyed
Result
LDF Load: Combination (pattern)
Member Reaction (lbs)
394 @ 7' 10"
1406 (1.50")
Passed (28%)
-- 1.0 D + 1.0 L (All Spans)
Shear (lbs)
347 @ 74 1/2"
990
Passed (35°x6)
1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft -lbs)
748 @ 4' 1/2"
848
Passed (88%)
1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)
0.179 @ 4' 1/2"
0.190
Passed (L/509)
- 1.0 D + 1.0 L (All Spans
Total Load Defl. (in)
TJ-ProTm Rating
0.233 @ 4' 1/2"
N/A
1 0.379
I N/A
Passed (L/391)
N/A
- 1.0 D + 1.0 L (All Spans)
- N/A
• Deflection criteria: LL (L/480) and TL (L/240).
• Top Edge Bracing (Lu): Top compression edge must be braced at 7' 9" o/c based on loads applied, unless detailed otherwise.
• Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 7' 9" o/c based on loads applied, unless detailed otherwise.
• A 15% increase in the moment capacity has been added to account for repetitive member usage.
• Applicable calculations are based on Nos.
• No composite action between deck and joist was considered in analysis.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor Live Total Ari-
1- Plate on concrete - SPF 4.00" 2.50" 1.50" 97 323 420 1 1/2" Rim Board
2 - Hanger on 5 1/2" SPF IedgerOnMasonry 1.50" Hanger' 1.50" 94 313 407 1 See note '
• Rim Board Is assumed to carry all loads applied dlrecdy above It, bypassing the member being designed.
• At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger
• 1 See Connector grid below for additional information and/or requirements.
System : Floor
Member Type : Joist
Building Use : Residential
Building Code : IBC 2015
Design Methodology: ASD
Connector: Simpson Strong -Tie
support
Model
Sent Length
Top Fasteners Face Fasteners
Member Fasteners Accessories
2 - Face Mount Hanger
W26
1.50"
N/A 6-10dx1.5
4-10dx1.5
Vertical Load
Location (Side)
spacing
Dead
(0.90)
Floor Live
(1.00)
Comments
1 - Uniform (PSF)
0 to 7' 111/2"
24"
12.0
40.0
Default Load
Weyerhaeuser Notes _
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC -ES under evaluation reports ESR -1153 and ESR -1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/doajment-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
ForteWEB Software operator
2/4/2020 6:53:01 PM UTC
ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.1.1
File Name: Jolicouer Addition
Page 2 / 8
Job Notes
Tobin Newburgh
Rainbow Valley Design + Construction
(541) as
tnewburgh@urgh@rainbowvalleyinccom
Weyerhaeuser
1 F0 R T E ® MEMBER REPORT PASSED
+
0
S
0
Level, Floor: Joist
1 piece(s) 2 x 6 Douglas Fir -Larch No. 2 @ 24" OC
Overall Length: 7' 11 1/2"
7,15"
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
Design Results
Actual @ Location
Allowed
Result
LDF load: Combination (Pattern)
Member Reaction (lbs)
394 @ 7' 10"
1406 (1.50")
Passed (28%)
-- 1.0 D + 1.0 L (All Spans)
Shear (lbs)
347 @ 74 1/2"
990
Passed (35%)
1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft -lbs)
748 @ 4' 1/2"
848
Passed (88%)
1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)
0.179 @ 4' 1/2"
0.190
Passed (L/509)
— 1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)
0.233 @ 4' 1/2"
0.379
Passed (11-1391)
1..0 D + 1.0 L (All Spans)
TJ -Pro•" Rating
N/A
N/A
N/A
N/A
• Deflection criteria: LL (L/480) and TL (L/240).
• Top Edge Bracing (Lu): Top compression edge must be braced at 7' 9" o/c based on loads applied, unless detailed otherwise.
• Bottom Edge Bracing (W): Bottom compression edge must be braced at 7' 9" o/c based on loads applied, unless detailed otherwise.
• A 15% increase in the moment opacity has been added to account for repetitive member usage.
• Applicable calculations are based on NDS.
• No composite action between deck and joist was considered in analysis.
Bearing Length Loads to Suppers (lbs)
Supports Total Available Required Dead J Floor Live Total Accessories
1- Plate on concrete - SPF 4.00" 2.50" 1.50" 97 323 420 1 1/2" Rim Board
2 - Hanger on 5 1/2" SPF IedgerOnMasonry 1.50" Hanger' 1.50" 94 313 407 1 See note'
• Rim Board is assumed to carry an roads applied directly above it, bypassing the member being designed.
• At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger
• 1 See Connector grid below for additional information and/or requirements.
+
0
System : Floor
Member Type : Joist
Building Use : Residential
Building Code : IBC 2015
Design Methodology : ASD
Connector: Simpson Strong -Tie
Support
Model Seat Length Top Fasteners
Face Fasteners
Member Fasteners
Accessories
2 - Face Mount Hanger
LU26 1.50" N/A
6-10dxl.5
I 4-10dxl.5
Vertical Load
Location (Side)
Spacing
Dead Floor Live
(0.90) (1.00) Comments
1- Uniform (PSF)
0 to 7' 11 1/2"
24"
12.0 40.0 Default Load
Weyerhaeuser Notes
Neyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
-elated to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
-esponsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Neyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC -ES under evaluation reports ESR -1153 and ESR -1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and Installation details refer to
Nww.weyertiaeuser.com/woodproducts/doajment-libr,ary.
rhe product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
ForteWEB Software Operator
2/4/2020 6:53:01 PM UTC
ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.1.1
File Name: Jolicouer Addition
Page 3 / 8
Job Notes
Tobin Newburgh
Rainbow Valley Design + Construction
(541) 346-0645
tnewburgh@rainbowvalleyinc.com
_
Weyerhaeuser
l F O R T E CM MEMBER REPORT PASSED
+
0
Level, Wall: Header (windows)
1 piece(s) 2 x 6 Douglas Fir -Larch No. 2
Overall Length: 3' 3"
3'
0
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
Design Results
Actual B Location
Allowed
Result
LDF Load: Combination (Pattern)
Member Reaction (lbs)
484 @ 0
1406 (1.50")
Passed (34%)
— 1.0 D + 1.0 S (All Spans)
Shear (lbs)
311 @ 7"
1139
Passed (27%)
1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft -lbs)
394 @ 1'7 1/2"
848
Passed (46%)
1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)
0.015 @ 1'7 1/2"
0.108
Passed (L/999+)
-- 1.0 D + 1.0 S (All Spans
Total Load Defl. (in)
0.022 @ P7 1/2"
0.162
Passed (L/999+)
— ' 1.0 D + 1.0 S (All Spans)
• Deflection criteria: LL (L/360) and TL (L/240).
• Top Edge Bracing (Lu): Top compression edge must be braced at 3'3" o/c based on loads applied, unless detailed otherwise.
• Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 3" o/c based an loads applied, unless detailed otherwise.
• Applicable calculations are based on NDS.
Bearing Length Loads to supports (lbs)
Supports Total Available I Required Dead Snow Total Accessories
1 - Trimmer - SPF 1.50" 1.50" 1.50" 159 325 484 None
2 - Trimmer - SPF 1.50" 1.50" 1.50" 159 325 484 None
Vertical Loads
Location(Nde)
Dead snow
TributarytMdth (0.90) (1.15) comments
0 - Self Weight (PLO
0 to YY
N/A 2.1 —
1- Uniform (PSF)
0 to YY
8' 12.0 25.0 Default toad
+
0
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2015
Design Methodology: ASD
Weyerhaeuser Notes
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC -ES under evaluation reports ESR -1153 and ESR -1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
Nm.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
ForteWEB software operator lob Notes 2/4/2020 6:53:01 PM UTC
ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.1.1
File Name: Jolicouer Addition
Page 4 / 8
Tobin Newburgh
Rainbow Valley Design + Construction
(541) 346-0645
tnewburgh@ralnbawvalleyinc.com
_
Weyerhaeuser
wws'-"l F® R T E IM MEMBER REPORT PASSED
Level, Roof: Rafter
1 piece(s) 2 x 8 Douglas Fir -Larch No. 2 @ 16" OC
+
0
.r
12
rr
4F— i.
2
1❑
Sloped Length: 1 S' Z 3/6"
12'
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
Design Results
Actual @ Location
Allowed
Result
LDP Load: Combination (Pattern)
Member Reaction (lbs)
323 @ 14' 3 1/2"
1406 (1.50")
Passed (23%)
-- 1.0 D + 1.0 5 (Alt Spans)
Shear (lbs)
302 @ 2' 10 3/8"
1501
Passed (20%)
1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft -lbs)
960 @ 8' 4 3/16"
1564
Passed (61%)
1.15 1.0 D + 1.0 S (Alt Spans)
Live Load Defl. (in)
0.229 @ 8'3"
0.640
fussed (U671)
-- 1.0 D + 1.0 5 (Alt Spans)
Total Load Dell. (in)
0.368 @ 8' 3 1/8"
0.854
Passed (L/417)
- 1.0 D + 1.0 S (Alt Spans)
• Deflection criteria: LL (L/240) and TL (4180).
• Overhang deflection criteria: LL (2L/240) and TL (2L/180).
• Birdsmouth cut has not been analyzed.
• Top Edge Bracing (Lu): Top compression edge must be braced at 10'4" o/c based on loads applied, unless detailed otherwise.
• Bottom Edge Bradng (Lu): Bottom compression edge must be braced at 15' 1" o/c based on loads applied, unless detailed otherwise.
• A 15% increase in the moment capacity has been added to account for repetitive member usage.
• Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Snow Total Accessories
1 - Birdsmouth - SPF 3.50" 3.50" 1.50" 177 280 457 Blocking
2 -Hanger on 7 1/4" SPF beam 1.50" Hanger' 1.50" 127 203 330 See note'
• Blocldnq Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
• At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger
• ' See Connector grid below for additional Information and/or requirements.
+
0
Member Length : 15' 3 3/16"
System : Roof
Member Type : Joist
Building Use : Residential
Building Code : IBC 2015
Design Methodology: ASD
Member Pitch : 4/12
Connector: Simpson Strong -Tie
Support
Model Seat Length
Top Fasteners Face Fasteners
Member Fasteners (Accessories
2 - Face Mount Hanger
LRU26Z 1.44"
N/A 4-10dx1.5
5-10d
Vertical Load
Location (Side)
Spacing
Dead
(0.90)
snow
(1.1S)
Comments
1- Uniform (PSF)
0 to 14' 5"
16"
15.0
25.0
Default Load
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer Is
responsible to assure that this calculation is compatible with the overall project Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third -party certifled to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC -ES under evaluation reports ESR -1153 and ESR -1387
and/or tested in accordance with applicable ASI -M standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support Information have been provided by ForteWEB Software Operator
ForteWEB Software Operator 2/4/2020 6:53:01 PM UTC
ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.1.1
File Name: Jolicouer Addition
Page 5 / 8
Job Notes
Tobin Newburgh
Rainbow Valley Design + Construction
(541)346-0645
tnewburgh@rainbowvalleyinc.com
Weyerhaeuser
FORTE(ti5,� -
hiECRBER REPORT PASSED
0
Level, Ceiling: Joist
1 piece(s) 2 x 6 Douglas Fir -Larch No. 2 @ 24" OC
Overall Length: 7' 11 112"
T6"
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
Design Results
Actual @ Location
Allowed
Result
LDF Load: Combination (Pattem)
Member Reaction (lbs)
273 @ 7' 10"
1406 (1.50")
Passed (19%)
-- 1.0 D + 1.0 L (Al Spans
Shear (lbs)
240 @ T4 1/2"
990
Passed (24%)
1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft -lbs)
518 @ 4' 1/2"
848
Passed (61%)
1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)
0.134 @ 4' 1/2"
0.190
Passed (L/678)
— 1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)
1 0. 161 @ 4' 1/2"
1 0.379
Passed (L/565)
— 1.0 D + 1.0 L (All Spans)
TJ-ProTM Rating
I N/A
I N/A
N/A
— N/A
• Deflection criteda: LL (1-1480) and TL (L/240).
• Top Edge Bracing (Lu): Top compression edge must be braced at 7 9" o/c based on loads applied, unless detailed otherwise.
• Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 79" o/c based on loads applied, unless detailed otherwise.
• A 15% increase in the moment capacity has been added to account for repetitive member usage.
• Applicable calculations are based on NDS.
• No composite action between deck and joist was considered in analysis.
Bearing Length Loads to supports (lbs)
Supports Total Available Required Dead Floor Imre Total Aries
1- Plate on concrete - SPF 4.00" 2.50" 1.50" 49 242 291 111/2" Rim Board
Z - Hanger on 5 1/2" SPF IedgerOnMasonry 1.50" Hangers 1.50" 47 235 282 1 See note r
Rim Board Is assumed to carry all loads applied directly above it, bypassing the member being designed.
• At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger
• s See Connector grid below for additional information and/or requirements.
+
D
System : Floor
Member Type: Joist
Building Use : Residential
Building Code : IBC 2015
Design Methodology : ASD
Connector: Simpson Strong -Tie
Support Model seat Length
Top Fasteners Face Fasteners
Member Fasteners
Accessories
2 - Face Mount Hanger LU26 1.50"
N/A 6-30dx1.5
I 4-10dx1.5
24"
Vertical Load
Location (side)
spacing
Dead
(0.90)
Floor Live
(1.00)
Comments
1- Uniform (PSF)
0 to 7' 11 1/2"
24"
6.0
30.0
Default Load
Weyerhaeuser Notes
Weyerhaeuser wan ants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation Is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC -ES under evaluation reports ESR -1153 and ESR -1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
ForteWEB Software Operator
2/4/2020 6:53:01 PM UTC
ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.1.1
File Name: Jolicouer Addition
Page 6 / 8
Job Notes
Tobin Newburgh
Rainbow Valley Design + Construction
A,
(541) 346-0645
tnewburgh@rainbowvalleyinc.com
Weyerhaeuser
FO R T Ex M MEMBER REPORT PASSED
Level, Roof: Ridge Beam
2 piece(s) 2 x 12 Douglas Fir -Larch No. 2
Overall Length: 8' 1"
7, 6"
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
Design Results
Actual R Location
Allowed
Result
LDF Load: Combination (Pattern)
Member Reaction (lbs)
1975 @ 2"
6563 (3.50")
Passed (30%)
— 1.0 D + 1.0 S (All Spans)
Shear (lbs)
1374 @ V2 3/4"
4658
Passed (30%)
1.15 1.0 D + 1.0 S (All Spans)
Moment (Ft -lbs)
3668 @ 4' 1/2"
5458
Passed (67%)
1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)
0.043 @ 4' 1/2"
0.387
Passed (L/999+)
1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)
0.070 @ 4' 1/2"
0.517
Passed (L/999+)
-- 1.0 D + 1.0 S (All Spans)
• Deflection criteria: LL (L/240) and TL (L/180).
• Top Edge Bracing (Lu): Top compression edge must be braced at 8' 1" o/c based on loads applied, unless detailed otherwise.
• Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 8' 1" o/c based on loads applied, unless detailed otherwise.
• Applicable calculations are based on NDS.
Dead
Vertical Loads Location (Side) TributaryVVIdth (0.90)
Bearing Length
Loads to Supports (lbs)
iupports
Total Available Required
Dead Snow
Total Acc�sso^�
Column - SPF
3.50" 3.50" 1.50"
762 1213
1975 Blocking
Column - SPF
3.50" 3.50" 1.50°
762 1213
1975 Bloddng
Blocking Panels are assumed to carry no loads applied directly above them and the full
load is applied to the member
being designed.
Dead
Vertical Loads Location (Side) TributaryVVIdth (0.90)
snow
(LIS) comments
0 - Self Weight (PLF) 0 to 8' 1" N/A 8.6
—
1- Uniform (PSF) 0 to 8' 1" (Front) 12' 15.0
25.0 Default Load
0
System : Roof
Member Type : Drop Beam
Building Use: Residential
Building Code: IBC 2015
Design Methodology: ASD
Member Pitch : 0/12
w@yerhaeuser Notes
Weyerhaeuser warrants that the sizing of Its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Bloddng Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC -FS under evaluation reports FSR -1153 and ESR -1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
ForteWEB Software Operator
Job Notes
Tobin Newburgh
Rainbow Valley Design +Construction
(541) 346-0645
tnewburgh@ralnbowvalleyinc.com
Weyerhaeuser
2/4/2020 6:53:01 PM UTC
ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.1.1
File Name: Jolicouer Addition
Page 7 / 8
.egi FO R f E M MEMBER REPORT PASSED
Level, Wall: Header
2 piece(s) 2 x 6 Douglas Fir -Larch No. 2
Overall Length: 2' 11"
2' 8"
0
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
0
Design Results
Actual @ Location
Allowed
Result
LDF Load: Combination (Pattern)
Member Reaction (lbs)
1272 @ 0
2813 (1.50")
Passed (45%)
-- 1.0 D + 1.0 S (All Spans)
Shear (lbs)
1269 @ 7"
2277
Passed (56%)
1.15 1.0 D + 1.0 S (All Spans)
Moment Ft -lbs
1323 @ 1'1/2"
1696
Passed (78%)
1.15 1.0 D + 1.0 S (All Spans)
Live Load Defl. (in)
0.015 @ 1' 4 15/16"
0.097
Passed (L/999+)
- 1.0 D + 1.0 S (All Spans)
Total Load Defl. (in)
J 0.024 @ 1'4 15/16"
1 0.146
1 Passed (L/999+)
1.0 D + 1.0 S (All Spans)
• Deflection criteria: LL (L/360) and TL (L/240).
• Top Edge Bracing (Lu): Top compression edge must be braced at 2' 11" o/c based on loads applied, unless detailed otherwise.
• Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 2' 11" o/c based on loads applied, unless detailed otherwise.
• Applicable calculations are based on NDS.
Supports
Bearing Length
Total Available Required
Loads to supports (lbs)
Dead Snow Total
Accessories
1- Trimmer - SPF
1.50" 1.50" 1.50"
492 780
1272
None
2 -Trimmer - SPF
1.50" 1.50" 1 1.50"
276 1 433
709
None
i
Vertical Loads Location (side) TributaryWidth
Dead
(0.90)
snow
(1.1s)
Comments
0 - Self Weight (PLF) 0 to 2' 11"
N/A
4.2
—
1- Point (lb) 1.1/2..
N/A
756
1213
Default Load
System : Wall
Member Type: Header
Building Use : Residential
Building Code: IBC 2015
Design Methodology : ASD
Weyerhaeuser Notes
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project Accessories (Rim Board, Bloddng Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser fadlities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC -ES under evaluation reports ESR -1153 and ESR -1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support Information have been provided by ForteWEB Software Operator
. ForteWEB Software Operator Job Notes
Tobin Newburgh
Rainbow Valley Design +Construction
(541)346-0645
tnewburgh@ralnbowvalleyinc.com Weyerhaeuser
2/4/2020 6:53:01 PM UTC
ForteWEB v2.3, Engine: V8.0.0.21, Data: V7.3.1.1
File Name: Jolicouer Addition
Page 8 / 8
F-1 Jolicouler Addition
SHEET INDEX
Site Plan, Vicinity Map, Notes
Existing Floor Plan and Elevation
2
Proposed Foundation + Detail
3
Proposed Floor Plan + Window/Door Schedule
4
Proposed Roof Framing + Detail
5
Proposed Elevation + Section
6
SQUARE FOOTAGE
O
House:
1,494 sq ft
Proposed Addition:
192 sq ft
PROJECT DESCRIPTION
O
192 square foot master bathroom and closet addition.
ADDITIONAL ENERGY MEASURES
Addition is under 200 square feet and less than 15% of existing, and
therefore does not require an additional measure.
BUILDERS NOTE
All work shall comply with all applicable current State and local codes. Before
construction commences, the Building Contractor shall review all construction
documents for accuracy, completeness, correctness, and code compliance and will
thus accept full responsibility for these documents and the subsequent structure once
construction has begun. Compliance with these codes and local standards of building
practice shall be the sole responsibility of the Building Contractor. No alterations,
substitutions, or omissions will be allowed without written permission from Rainbow
Valley.
a VICINITY MAP
1 SCALE: NTS
DATE RECEIVED 07-I0+1?CIOB NO. Z6,0on22-S-STV
ZONE (L._ OCCUPANCY GROUP R.•
UNIT OCCUPANCY LOAD
STORIES TYPE CONSTRUCTION
LEGAL DESCRIPTION 17-0:S- t-
ADDRESS 1 S t,acac
OWNER—j="LA, tHZes► �Ljen
THE CONTENTS HERE ON HAVE BEEN REVIEWED, WITH
ALTERATIONS NOTED ON THE PLANS OR BY ATTACHMENT.
CHANGES OR ALTERATIONS MADE TO THE APPROVED
DRAWINGS OR PROJECT AFTER THE DATE BELOW SHALL BE
APPROVED BY THE BUILDING OFFICIAL.
CITY OF SPRINGFIELD, OREGON e
APPROVED BY ATE Z
Map #: 17-03-27-33 Lot #: 05500
1715 Cottonwood Ave.; Springfield, OR
I?
78' 26' ••••••
+0.. ..—.. ..+O' •
Y •
I_ m I •
m ••
o Ln •••••.
p Ln
I OZ _
O
- w to >
:m ¢
LUz
nO p�o ¢
o (E) HOUSE -.0 • O
Op N Iz w
¢ cn
i I5'-7" 8'-0" 43'-0" 1,
c� I
m
PUE.
+O' +O'
B SITE PLAN
SCALE: I"= 20'
SHEET OF
1 6
G,
F-
o C h
iY
z
O j r?
Ix
ww
z
LU
.N
O
n
w a U.
Z
• "
O
CV
?
� v
0
Lit
Q
ita
/ z
z
0
O
0
0O
z
O
)
U
• •
•
owl'
O
•
.. ••
SHEET OF
1 6
2
"Woo:
•••
N 111
.N
•
�o
• "
CV
?
~
0
Lit
Q
ita
0
0
0
0O
SHEET OF
1 6
2
0
N 111
�o
O
Q
N
7C)
0O
O
)
U
..
O
-
U
SHEET OF
1 6
REMOVE SIDING,
LEAVE SHEATHING,
CUT BACK SAVE
OPEN DOOR
ENOUGH FOR
HEADER +
KING/TRIMMERS
L
F,
gW
Cy
N
z
K
O
(�W
Z W V
Z N
Lr)O
00
N
SQ
W d 1
T Z
VI 111
W Q
0
�
Z
N
O
Z
LLI
y
W
K
QLL
Z
0•�O•
@d!
7 QO •
0�1•• • •
A E FLOOR PLAN
2 SCALE: 1/8" = 1'-0"
B E N. ELEVATION
2 SCALE: 1/8" = 1'-0"
SHEET OF
2 6
•
z
O
VI 111
W Q
�
Z
N
O
LLI
y
W
K
QLL
w
SHEET OF
2 6
z
O
VI 111
W Q
O
w
or
O
N
�
�
w
SHEET OF
2 6
0
N
D
NEW ' I EX15TING
�— -- — I --------------
!
7/a" 'EDGEGOLD'
~O 0—/1 1 SUB FLR. '
Lu
LU Z
>CZ II I II
u 2� 0
�0 3 0
0
LU528 or EQUIV., TYP.
cn 2x LEDGER ATTACHED TO
LnLu
1 I _ —� _ _ —� 1 RIMJO15T W/ 4" SDS, (2)
U O I I 1 @ 24" O.C., or 4"x 4"
Q U 1 i 1� 1i TITEN HD @ 12" O.C.
o O I _ _ _ STAGGERED IF CONCRETE
z p I I 1 I I 5TEM WALL
�z
II I 1I I
1 1i I LU52G or EQUIV., TYP.
I
L— — -- — L2 ------------
to
x
A N FOUNDATION + FLOOR FRAMING PLAN
3 SCALE: 1/4" = V-0"
7/8" 'EDGE GOLD' SUB FLOOR .,
2x 12 J015T @ 24" PER PLAN �.
1
ti 51DING PER DE51GN
! I
WEATHER RE515TIVE BARRIER
_ — I 1 /2" CDX PYWOOD OR 7/, c," 0515 SHEATHING
I _ ?9? RIM BD.
I
--5/8'0 A.B. (MIN. 7" EMBEDMENT)
w/ 0.229"x3"x3" HDG WASHER @ G' O.0 MAX.
within 12" OF EA. CORNER, TYP.
----2xG P.T. SILL PLATE w/ 51LL SEAL
#4 HORIZ. CONT. @ 18" O.C.
0)
MIN. (2) TOP * BOTTOM
+as
_J`
ery
E
• •
I
G" CONC. STEM WALL
?
�w
G MIL. POLYETHYLENE
O"
Or
0
0
EXTENDING 12" UP PDN. WALL
0
_
#4 VERT. @ 48" O.C.
o
GRADE FALL MIN. G"
�
•+•
W/ ALT. G" HOOKS _—
WITHIN THE FIRST 10'
.'
C3
1 2"(W)xG"(D) CONT.
c
-
z_
CONC. FOOTING
D
D
:E(2)
#4 HORIZ. CONT.
Oji
U
a)
$
O
0
o
m
IL
Cn
-A-(N) FOUNDATION +
FLOOR FRAMING
DETAIL
3 % SCALE: 1" = 1'-0"
GENERAL NOTES
- DO NOT SCALE DIMENSIONS OFF DRAWINGS. USE WRITTEN OR
CALCULATED DIMENSIONS.
- DIMENSIONS ARE TO FACE OF CONC. WALL * FACE OF FRAMING, U.N.O.
- PROVIDE 50LID SUPPORTS @ POINT LOADS THROUGH FRAMING TO
FOUNDATION 51LL PLATE.
- ALL HARDWARE TO BE SIMP50N U.N.O.
- ALL METAL CONNECTOR5 TO BE COMPATIBLE WITH PRE55URE
TREATED LUMBER USED.
- ALL CONCRETE TO HAVE MIN. COMPRESSIVE STRENGTH OF 30001`51.
LEGEND:
G" CONC. 5TEM WALL, U.N.O.
12"(W) x 8"(D) CONT. CONC. FOOTING, U.N.O.
FOUNDATION VENT
c A CRAWL 5PACE ACCE55 08"x24" MIN.)
Z
0
�o
0)
+as
ery
E
• •
cV
?
�w
0
O"
0
0
0
Z
0
�o
0)
E
O"
o
_o
u
-
c
o
Q
C3
c
-
O
D
D
L
Oji
U
a)
$
O
0
o
IL
Cn
SHEET OF
3 6
r
Of
n
A N FLOOR PLAN
4 SCALE: 1/4" = V-0"
O NEW DOOR SCHEDULE:
ID R.O. SIZE
BRAND TYPE SPECIES STYLE NOTES
N VERIFY
21-G"xG'-8"
TBD
INT. POCKET
MATCH (E)
PANEL ----
3 VERIFY
21-G"XG'-8"
TBD
INT. RH
MATCH (E)
PANEL
VERIFY
2'-G"x G'-8"
TBD
INT. LH
MATCH (E)
PANEL
O NEW WINDOW SCHEDULE:
ID R.O. SIZE BRAND TYPE COLOR OPER. NOTES
01 ----
3°x26 TBD
VINYL SLIDER WHITE
OX
HEAD HT.=+/- G' -G 7"
02 ----
30x 16 TBD
VINYL SLIDER WHITE
OX
I TEMP'D GLASS
NOTES:
-VERIFY ALL ROUGH OPENINGS W/ DESIGNER BEFORE ORDERING.
-CONFIRM DOOR * WINDOW SCHEDULES W/ CLIENT * DESIGNER BEFORE ORDERING.
-DOOR � WINDOW HARDWARE TO BE CHOSEN BY CLIENT.
-MATCH FINISHED HEAD HEIGHT OF DOORS 4 WINDOWS (INSIDE) U.N.O.
-ALL DOOR RETURNS TO BE MINIMUM OF 3" U.N.O.
GENERAL CONSTRUCTION NOTES
- DO NOT SCALE DIMENSIONS OFF DRAWINGS. USE WRITTEN OR
CALCULATED DIMENSIONS.
- DIMENSIONS ARE TO FACE OF CONC. WALL AND FACE OF
FRAMING, U.N.O.
- DIMENSIONS ARE TO CENTER OF DOOR AND WINDOW
OPENING, U.N.O.
- ALL STRUCTURAL FRAMING MEMBERS TO BE KILN DRIED
DF #2 �, BTR, U.N.O.
- EXTERIOR WALLS TO BE 'ADVANCE FRAMED' 2xG @ 24" O.C.
- ALL EXTERIOR DECK FRAMING TO BE PRESSURE
TREATED LUMBER, U.N.O.
- ALL HARDWARE TO BE 51MP50N, U.N.O.
SHEAR WALL SCHEDULE
CONTINUOUSLY SHEATHED SHEAR WALL:
EXTERIOR.-
SHEATHED
XTERIOR-
SHEATHED w/ Y2' CDX or 7/6" OSB. NAILED w/ 8d @ G" O.C.
AT EDGES AND 12" O.C. IN FIELD,
INCLUDING AREAS ABOVE AND BELOW OPENINGS.
BLOCK AND NAIL ALL HOKIZ. 0- VERT. PANEL EDGES.
SHEET OF
4 6
F_
ITJ
� 0
tie
^ P
a
N
z
o ci
z iu
O
w z Ln
O 5<
m
r�
= a
W d LL
...
T` z
Z)
W O
z
z
CD
o
�
oc
a
w
CL V)
w
Ln
a
0
t o
a
u
v
z
a„
e
�.•..
00
•••
SHEET OF
4 6
z
0
V W
ti
� 0
O
Q
p
...
`O
Z)
o
o _
z
z
CD
o
�
oc
a
w
CL V)
w
�
a
0
o
a
SHEET OF
4 6
z
0
V W
ti
� 0
O
Q
p
`O
Z)
o
o _
O
70 j I
U
�
oc
a
CL V)
SHEET OF
4 6
J
O I
N 1
I
MATCH ANGLE--�
TO (E)
A-�(N FLOOR PLAN
trSCALE: 1/4" = V-0"
—1 " AIR GAP
—_ — —8d @ G" O.C.
VENTED FULL -HEIGHT 2x BLOCKING
— NAIL TO WALL PLATE w/ (3)8d PER BLOCK
VENTED BLOCKING w/ SCREEN
I
6" 'TimberLOK' SCREW I
DRIVE INTO CENTER OF TRU55
@ 22Y2±5�)
a
o .
B-- ROOF -WALL DETAIL .•.::.
5 SCALE: 1" = V-0"
z
ow
ada
E
O o
O
U—
Q o
D-
00 DLL -
0 70 ji
o
0 0
[LV)
SHEET OF
5 6
hA
00
o
a
z
o m
L6 w Lo
Lo
U O x
w
T z
z
W O
0
F
V
w
0
0
0
Z
O
c
a
.
.�„.
�. ..
+ o.
z
ow
ada
E
O o
O
U—
Q o
D-
00 DLL -
0 70 ji
o
0 0
[LV)
SHEET OF
5 6
z
z
0
w
0
0
0
z
ow
ada
E
O o
O
U—
Q o
D-
00 DLL -
0 70 ji
o
0 0
[LV)
SHEET OF
5 6
3
A N N. ELEVATION
6 SCALE: 1/8" = 1'-0"
B N}S SECTION -
SCALE:
N _
6 SCALE: 1/4"= 1'-0"
ROOF CONSTRUCTION:
COMP. ROOFING
ROOFING FELT
5 -PLY 1/2" CDX SHEATHING
2x 12 DFL#2 RAFTER @ 24" O,C.
R-30 MIN. INSULATION
VAPOR BARRIER
112" CEIL. GYP. BRD.
WALL CONSTRUCTION:
T I - I I + FIBER CEMENT 51DING TO MATCH (E)
'GREENGUARDRAIN5CREEN
1/2" CDX SHEATHING
2x6 'ADVANCE FRAMED' STUDS @ 24" O.C.
R-21 MIN. INSULATION
VAPOR BARRIER
1/2" GYP. BRD.
FLOOR CONSTRUCTION
TILE FINISH FLOOR
7/8" 'EDGEGOLD' 5UBFLOOR
2x 10 Df L#2 JOISTS @ 24" oc
***R-38 MIN. IN5ULATION "
000.0•
•
00.00•
•• ••
N
z
0
N jyj
wa
�o
-•••
.aa
i0
V•N 0
•••
E
N •
z
z
N
o
U-
w
w
a
0
0
0
N
z
0
N jyj
wa
�o
E
U-
O
-
O
0
LL
-
c
0
0
D
0
O
Ji
U
N
��
o
O
a
2
N
SHEET OF
6. 6.