Plans OFFICE COPY a, RECErvER
' AUG 26.20')
• CITY OF TIGARD• BUILDING DIVISION
R
I
5'
CITY OF TIGARD 15'
Approved by Pla ning
2(67 / 30x45
Date: Basketball court 5'
Initials: 40'
front
Flat x door
Ground 3
Y
U
N a,
N
U J
- CITY OF TIGARD
C
70x30 :X
FOR CODE COMPLIANCE Existing w
home `n
y Cl)x VJ
. Approved: '' ] w °
OTQ _ 1 1
-7 Flat '�
?et -- JS —00 l\ ! Ground 0
■
cult.> 12' 21'x23'
By: Data / is New carport 5' m
Co co
Flat
Ground
Existing
Concrete 32'
Driveway
Flat
Ground 10' Existing Driveway
• • • • • • 4' • • • • •
150'
Trees
Plot Map
1"-20'
OFFICE COPY
w –e
GENERAL NOTES
PROJECT INFORMATION DRAWING INDEX
I) CONTRACTOR AND/OR OWNER TO VERIFY AND CONFIRM ALL NOTED 517E CONDITIONS,
CLIENT(S): SWANSON CONSTRUCTION 51: STRUCTURAL NOTES 4 SECTONS DESIGN ASSUMPTIONS AND DIMENSIONS. CONTRACTOR AND/OR OWNER TO NOTIFY
ADDRESS: 14911 SW 100TH AVE 52: FOUNDATION PLAN NEDWICKE ENGINEERING 4 DESIGN REGARDING INCONSISTENCIES PRIOR TO START OF
CITY/STATE: TIGARD, OR 53: FRAMING PLAN WORK.
ZIP CODE: 91224 2) CONTRACTOR 15 RESPONSIBLE FOR METHODS OF CONSTRUCTION, TEMPORARY
SNOW LOAD: 25 PSF SHORING/BRACING, JOBSITE SAFETY AND ANY EQUIPMENT NECESSARY TO COMPLETE THE
WIND SPEED: 1208 PROJECT.
3) CONTRACTOR IS RESPONSIBLE FOR DETERMINING LOCATION OF UTILITIES AND/OR OTHER
SEISMIC DESIGN CATEGORY: D POTENTIAL OBSTRUCTIONS PRIOR TO BEGINNING EXCAVATION.
OCCUPANCY CATEGORY: II 4) DRAWING SCALES INDICATED ON PLANS ARE APPROXIMATE AND INTENDED TO BE USED
FOR REFERENCE ONLY. DO NOT SCALE DRAWINGS FOR CONSTRUCTION PURPOSES.
r. ENCLOSED STRUCTURE CALCULATION 5) GOVERNING BUILDING CODES: 2012 OSSC
TOTAL AREA: 285 SF 6) SITE PLANNING, EROSION CONTROL, DRAINAGE, DAMPROOFING, WATERPROOFING,
OPEN AREA= 208 SF VENTILATION, ELECTRICAL AND MECHANICAL DESIGN ARE BY OTHERS.
% OPEN AREA: 13% 1) SCOPE OF SERVICES: NEDWICKE ENGINEERING 4 DESIGN HAS PROVIDED STRUCTURAL
CLASSIFIED AS ENCLOSED STRUCTURE DRAWINGS AND STRUCTURAL CALCULATIONS FOR A 23'X26' CARPORT BASED UPON CLIENT
PER ASCE1. PROVIDED DATA
�v PROFFS
SHEATHING TO 2 PT BEARING TRUSS C. (.<,�c't N �'/�
BLOCKING: IOd')6" oc a024" oc Z 9
5(— 1/2" SHEATHING •I,
BLOCKING TO BEAM- COMPOSITION ROOFING /'
Bd TOE NAIL AT 6" oc
0•"GoN
1'-o" el h Op`L
/p)://1/. 15,2
4N NEDW\G1,3c/v,rl'-
A ' :\ EXPIRES: 12/31/20161
5-1/2x15 24F V4 H2.5A A
l
CCQ68SDS2.5 1 edwicke
8x8 PT HEM FIR#I Engineering &
_ Design
it
http://www.nedeng.com
email:info @nedeng.com
. P:(503)328-9353
F:(503)907-6264
r STRUTURAL NOTES
. & SECTIONS
JOB NAME:
CARPORT
. .' V '
• • •. 14977 SW 100th AVE
TIGARD, OR 97224
JOB #: NED 1528-0 l
I GABLE SECTION E2)SIDE ELEVATION
SCALE: 1/4"= 1'-0"
Si I/4" = I' o" 1/4" = l'-0" DATE: 07/21/2015
SHEET: SI
i' •.
8x8 PRESERVATIVELY
----- - TREATED
26-0" ,IN. HEM FIR #1
23'-6 1/2" ATTACH 2Od COMMON
L.
ail NAILS AT 8" oc ON FACES
OF COLUMN EMBEDDED IN
CONCRETE. EMBED
NAILS 2" INTO COLUMN.
GRADE
A
' / ° d °
. I E / 1 ® i A ° °
e °d
o °
6 °
d ° 'at)
e ° d °
d ° °
ed
ed
ROOF EAVE� d• ° °
O
G ° .n � o PROF- .
io (n V
° G I N IfAi• ° • � ° , v Xo,30" DIAMETER 1Ri es N
•IN• 15,2��`L
C----2 EMBEDDED POST �yAN NED`N\G 3°I Z.��
S2.) 3/4" = 1'-0" EXPIRES: 12/31/2016
�/ \1 // \1
® / I i, Nedwicke
�
. _. \.._,/ FOUNDATION/EXCAVATION NOTES
I) EXCAVATED SURFACES SHALL BE FREE OF ALL ORGANIC Engineering &
MATERIAL, TOP SOIL AND ANY OTHER FOREIGN MATERIAL.
2) DESIGN ASSUMES NO HYDROSTATIC PRESSURE Design
(FOUNDATION IS ABOVE WATER TABLE AND FOUNDATION http://www.nedeng.com
/ 1 \ FOUNDATION PLAN WALLS HAVE ADEQUATE DRAINAGE) AND NO EXPANSIVE email: info @nedeng.com
SOILS. P:(503)328-9353
`52� 1/4" = 1'-0" 3) 2500 PSI CONCRETE COMPRESSIVE STRENGTH AT 28 F:(503)907-6264
DAYS.
4) BACKFILL AROUND FOOTINGS SHALL BE 2500 PSF
CONCRETE OR CLEAN SAND COMPACTED BY TAMPING IN FOUNDATION PLAN
6 LAYERS.
5) SOIL DESIGN ASSUMPTIONS:
- ALLOWABLE VERTICAL FOUNDATION PRESSURE: 1500 JOB NAME:
PSF
- LATERAL BEARING PRESSURE: 200 PSF/FT (400 CARPORT
PSF/FT USED ASSUMING 1/2" MOVEMENT AT BASE IS 14977 SW 100th AVE
PERMISSIBLE PER OSSC 1806.3.4) TIGARD, OR 97224
- LATERAL SLIDING FRICTION COEFFICIENT: 0.25
JOB#: NED1528-01
SCALE: VARIES
DATE: 07/21/2015
SHEET: S2
1
r
1'-O" ` + 24'-0" 1'"O FRAMING/CONNECTOR NOTES
I) SEE RESIDENTIAL CODE TABLE R6O2.3.1 FOR CONNECTIONS NOT
SHOWN.
_ 4); 2) WOOD MEMBERS SHALL BE PROTECTED FROM MOISTURE AND
POTENTIAL DECAY OR BE PRESSURE TREATED IN ACCORDANCE WITH
Ibi AWPA STANDARDS.
Ell 3) POLES EMBEDDED IN CONCRETE SHALL BE TREATED IN ACCORDANCE
WITH AWPA UI (COMMODITY SPECIFICATION A, USE CATEGORY 4B)
> > 4) STRUCTURAL FRAMING SPECIFIED SHALL BE DF-L #2 OR BETTER
UNLESS OTHERWISE SPECIFIED..
5) USE COMMON NAILS UNLESS OTHERWISE SPECIFIED.
6) SIMPSON STRONG TIE PRODUCTS ARE SPECIFIED FOR ALL HANGERS,
HOLD DOWNS AND TIES. SUBSTITUTION OF EQUIVALENT SIMPSON
STRONG TIE OR COMPETITOR PRODUCTS ARE ACCEPTABLE UPON
APPROVAL BY NEDWICKE ENGINEERING 4 DESIGN.
1) ZMAX/HDG GALVANIZED CONNECTORS, OR EQUIVALENT, ARE
REQUIRED FOR CONNECTORS IN CONTACT WITH PRESERVATIVELY
TREATED COMPONENTS OR IN LOCATIONS WITH WEATHERING/MOISTURE
POTENTIAL.
8) ALL SPECIFIED CONNECTORS ARE SIMPSON STRONG TIE PRODUCTS.
/ 5-1/2x15 24F-V4 5-1/2x15 24F-V4-�_' ' FOLLOW SIMPSON INSTALLATION GUIDELINES TO ENSURE SPECIFIED
i -9 PRODUCTS MEET MANUFACTURER PUBLISHED DESIGN CAPACITIES.
-e0 ����p PRO—A.---.6.
s
FASTENER SCHEDULE mac_ ��G N ' :,Q /0�
#
2 PT BEARING TRUSS - 5/8 SHEATHING TO FRAMING
i 024" oc - PANEL EDGES' IOd06" oc '
- INTERMEDIATE FRAMING, 1Od012 oc ON
4>i,N. 15,?- 4(<,
qN NECM\G
NOTE: GLULAM MEMBERS 7
MUST BE PROTECTED EXPIRES: 12/31/2016
FROM MOISTURE
4---8x8 PT HEM FIR #I ( Nedwicke
edwicke
WITH CCQ68SDI52.5 (TYP)
TRUSS NOTES
I) DESIGN TRUSSES FOR Engineering &
- 25 PSF ROOF SNOW LOAD
- 120 MPH (3 SECOND GUST) WIND Design
- 1 PSF TOP CHORD DEAD
FRAMING PLAN - 10 PSF BOTTOM CHORD DEAD LOAD http://www.nedeng.com
- 20 PSF BOTTOM CHORD LIVE LOAD email:infoCnedeng.com
1/4" = 1'-0" 2) OUTRIGGER, TRUSS BRACING AND GABLE P:(503)328-9353
BRACING DESIGN PER TRUSS F:(503)907-6264
MANUFACTURER
FRAMING PLAN
JOB NAME:
CARPORT
14977 SW 100th AVE
TIGARD, OR 97224
JOB#: NED1528-01
• SCALE: 1/4"= 1'-0"
DATE: 07/21/2015 _
SHEET: S3