Plans 3 upao ao -0 fl o
APPROVED
OFFICE COP'
NEW 4Xi POST 0 ES END.
i; PROJECT ADDRESS:
' p -- _ 7115 SW SPRUCE ST
TIGARD,OR 97223
,•
y-�j^`T�\1 OWNER: II
1J�J1rJJ. v �„J ' CONTACT:
.. NEW<X4 POST ON
zan¢axUm CONCRETE j CONTRACTOR:
FOOTING.I \ •
1 ' 0 COMPANY: 503 DEVELOPMENT
��� - CONTACT: MIKE GIRAUD
•
PHO\`I CCBI{ 208153
® /® I. EMAIIL: MTGIRA DE 89IGMAIL.COM
NEW 4>#POST®LA END.•
RECEIVED
r.
I MAR 312020
SHADED EXISTING ' I ' SHADED EXISTING CITY OF TIGARD
• AREA TO REMNN e AREA TO REMAIN
•
\ BUILDING DIVISION
•
T• ,1
. , Ma. Iplion
F OUNDAOION PLAN ersFLOOR PLOAN
7115 SW SPRUCE ST
CITY OF TIGARD TIGAR, OR 97223
FLOOR PLAN
NOTE: Approved by Planning FOUNDATION PLAN
9LL DIMENSIONS MUST BE FIELD VERIFIED.
ALL FIRE-BLOCKING TO MEET FIRE CODE. Date: 1 30 I
Project number
ALL DIMENSIONS TAKEN FROM FACE OF STUD UNLESS OTHERWISE NOTED. Initials: Date 3/14/2020
SMOKE/CO MONITORS @ ENTRY TO ALL BEDROOMS Drawn by
$EE STRUCTURAL DRAWINGS FOR FURTHER DETAILS Checked by ry
1 • A2.1
PERMIT SET: MARCH 16, 2020 sale 1/4 =1'0
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REMOVE EXISTING
WALL NEW 4x12
RECESSED GLULAM
— BEAM ABOVE
�\ - - PROJECT ADDRESS:
`r 7115 SW SPRUCE ST
TIGARD,OR 97223
-REMOVE EXISTING
. WALL NEW 4x12 - -
RECESSED GLULAM
BEAM ABOVE - -:--
OWNER:
CONTACT:
r A,
/ �� - _ CONTRACTOR:
I_. _- A -- --- --- /111 COMPANY: 503 DEVELOPMENT
,.\ I' AS 1 VP CONTACT: MIKE GIRAUD
_. PHO# 503
153
PHONE: 503.73.730.8322
® - ---- - EMAIL: MTGIRAUD89@GMAI L.COM
SHADED STING
AREA TON \\\ ',,Y EXISTING 218 JOISTS®16"D C.
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-SHADED EXISTING _ SHADED EXISTING
/ AREA TO REMAIN \ -..AREA TO REMAIN -\
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( No. DwalRuon Date
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7115 SW SPRUCE ST
ril ROOF PLAN O DEMO PLAN ,,��FRAMING PLAN
`� 1/4"=1.-0" Ll 1/4"=1'-0" TI GAR, OR 97223
FRAMING PLAN
ROOF PLAN
Pralect number
Date 3/14/2020
Drawn by
Checked by m
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• A2.2 m
PERMIT SET: MARCH 16, 2020 Scale 1/4"=1-0"
5
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PROJECT ADDRESS:
7115 SW SPRUCE ST
TIGARD,OR 97223
B/ROOF
8-0 Ai?
OWNER:
_ ..._ _._ __ _ __ -.__ _ _._ . _. -- _- - . _ _ � B/STRUCTn
- __— _._. _.__. -___- - T-B^ 1 CONTACT:
1-r- --_ Y.
17' —
F
r- _. . ____ _.__.�� CONTRACTOR
------ ' - --- COMPANY: 503 DEVELOPMENT
----- —_II _ MAIN FLOOR CONTACT: MIKE GIRAUD
I - 0-0^ V CCBN 208153
1 �•,B/STEM WALL PHONE 503 730 8322
- - _ 0' 91/4" EMAIL: MTGIRAUD89@GMAILCOM
B/FOUND3TION AL
(4)SOUTH ELEVATION 1 EAST ELEVATION
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No. Devatptim Gate
--- —_.___-- _ _ _ _B/UB/ROOF
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MAIN FLOOR n
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B/STEM WALL AL
i -0'-91/4..
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8/FOUNDATION
7115 SW SPRUCE ST
®NORTH ELEVATION 21 WEST ELEVATION
TIGAR, OR 97223
EXTERIOR ELEVATION
Project number
Date 3/14/2020
Drawn by
checked by 6
` A4. 1 m.
PERMIT SET: MARCH 16, 2020 ,,e 1/4"=r_0'.
PROJECT ADDRESS' SW SPRUCE
TI iGARD,OR 97223ST
liar
I _ _ �rB/ROOF
OWNER_
11
CONTACT:
il
CONTRACTOR:
MAIN FLOOR
— —, COMPANY: 503 DEVELOPMENT
t I
�B/STEM WALL `l CONTACT: MIKE GIRAUD
I -•..7'::7 s -O.-91/4" V CCB# 208153
0.8322
8/FOUNDATION n PHONE:AILMTGI503.7 AUD8
EMAIL: MTGIRAUD89@GMAILCOM
O A8.1/1-SECTION 1
1/4"=1-0"
SPLICE EXISTING RAFTERS AND / 71 No. Deacipdm Dote
CONNECT TO NEW BEAM WITH /
SIMPSON LDS 28 HANGERS PER MNFR.
NEW BEAM PER PLANS -. 1
/ \
A61/2-BEAM CONNECTION 7115 SW SPRUCE ST
TIGAR, OR 97223
SECTIONS
ProleC number li
Gale 3/14/2020
Drawn by
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Chocked by 2
a
11
A6. 1
PERMIT SET: MARCH 16, 2020 Scale As indicated
I �
, 1
RESIDENTIAL HOME REMODEL SCOPE OF WORK 1
1 1
PROJECT ADDRESS: 7115 SW SPRUCE ST REMOVAL OF INTERIOR WALL, INSTALL (2)4x4 POSTS TO HOLD
TIGARD, OR 97223 UP NEW BEAM. NEW POSTS WILL BE SUPPORTED BY(2) NEW
FOOTINGS.
I I _
OWNER: PROJECT ADDRESS:
7115 SW SPRUCE ST
TIGARD,OR 97223
CONTRACTOR: 503 DEVELOPMENT j
CONTACT: MIKEGIRAUD SHEET LIST
CCB# 208153
CELL: 503.730.8322 OWNER:
EMAIL MTGIRAUD89@GMAIL.COM T1.1 TITLE SHEET CONTACT:
SITE PLAN
PROJECT NOTES
NOTE: • A2.1 MAIN LEVEL PLAN CONTRACTOR:
ALL DIMENSIONS MUST BE FIELD VERIFIED. FOUNDATION PLAN COMPANY: 503 DEVELOPMENT
ALL FIRE-BLOCKING TO MEET FIRE CODE j CONTACT: MIKE GIRAUD
A2.2 FRAMING PLAN CCB# 208153
DEMO PLAN PHONE: 503.730.8322
ROOF PLAN •
EMAIL: MTGIRAUD89iGMAILCOM
A4.1 EXTERIOR ELEVATIONS
A6.1 SECTIONS •
GENERAL NOTES:
1. THESE PLANS,SPECIFICATIONS AND ENGINEERING ARE INTENDED SOLELY FOR THE PROJECT
SPECIFIED.
2. FIELD VERIFY ALL EXISTING CONDITIONS,AND NOTIFY THE ENGINEER WHEREVER I
SIGNIFICANT DIFFERENCES ARE FOUND BETWEEN THE DOCUMENTS AND FIELD CONDITIONS. •
3. CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY SUPPORTS FOR ALL WALLS AND I
FLOORS PRIOR TO THE COMPLETION OF THE LATERAL AND VERTICAL LOAD SYSTEMS
4. DRAWINGS ARE NOT TO BE SCALED.
5. PROVIDE WATER RESISTANT GYPSUM WALL BOARD IN ALL WET LOCATIONS.
6. ALL WINDOWS WITHIN 18"OF FLOOR AND WITHIN 12"OF ANY DOOR ARE TO HAVE TEMPERED
GLAZING.
7. ALL CEILINGS TO BE PANTED GWB UNLESS NOTED OTHERWISE.
8. ALL ELECTRICAL AND MECHANICAL WORK TO BE DESIGN/BUILD.
9. CONTRACTOR TO COORDINATE ALL ELECTRICAL OUTLETS,LIGHTING AND SWITCH •
SELECTION+LOCATION W/OWNER.
10. SMOKE DETECTORS TO BE HARD WIRED AND LOCATED PER APPLICABLE CODE.CONTRACTOR
TO COORDINATE ALL INSPECTIONS REQUIRED BY THE AUTHORITY HAVING JURISDICTION
DURING CONSTRUCTION. Ii, -_ ____ •
•
CODES+STANDARDS: , No. _-.- Description Date
1. ALL WORK TO COMPLY WITH THE 2017 OREGON STRUCTURAL SPECIALTY CODES(OSSC) I I
2. LOADS:
ROOF 20 PSF SNOW LOAD I'i'
SEISMIC ZONE . D
WIND 120 MPH(OSSC) '"
WIND EXPOSURE CATEGORY C ,,
SITEWORK+FOUNDATIONS I' •
',.
1. ALL ORGANIC MATERIAL,TOPSOIL,AND ANY FILL SHALL BE REMOVED FROM UNDER THE BUILDING.
ALL FILL UNDER THE BUILDING UNLESS OTHERWISE NOTED TO BE STRUCTURAL FILL CONSISTING
OF COMPACTED GRANULAR MATERIAL OR APROVED SITE MATERIAL.PLACE IN LIFTS OF 8"OR
LESS AND COMPACT TO 95%STANDARD PROCTOR ASTM D698 UNDER FOOTINGS AND SLABS. •
-- --
2. ALLOWABLE SOIL BEARING PRESSURE USED FOR DESIGN=1500 PSF.ALL FOOTINGS TO BEAR ON •
FIRM UNDISTURBED NATIVE SOIL OR STRUCTURAL FILL. - -
3. CONTRACTOR TO PROVIDE FOR DE-WATERING OF EXCAVATIONS. • -
4. DO NOT EXCAVATE GREATER THAN A 1:2 SLOPE BELOW FOOTING.
WOOD:
1. ALL FRAMING MEMBERS SHALL CONFORM TO THE FOLLOWIG GRADES U.O.N.IN THE DRAWINGS:
•
2. STUDS DF-L STUD GRADE
3. JOISTS DF-L#2 OR BETTER •
•
4. POST+TIMBERS DF-L#1 OR BETTER
5. WHERE WOOD IS IN CONTACT WITH CONCRETE PROVIDE PRESSURE TREATED WOOD.
6. ALL WOOD EXCEPT PRESSURE TREATED SHALL BE GRADE STAMPED S-DRY r
1 7. TREAT CUTS/BORINGS OF PRESSURE TREATED WOOD WITH SOLVENT BASED PRODUCT PER AWPA. 7115 SW SPRUCE ST8. GLU-LAMINATED MEMBERS SHALL BE INDUSTRIAL GRADE DF-L U.O.N.:
9. SIMPLE SPAN 24F-1.8E-V4
10. CANTILEVER OR CONTINUOUS SPAN 24F-1.8E-V8 TIGAR, OR 97223
11. ROOF,FLOOR,AND WALL SHEATHING SHALL BE APA RATED SHEATHING EXPOSURE 1.INSTALL ROOF+FLOOR
SHEATHING WITH LONG SIDE PERPENDICULAR TO SUPPORTS AND STAGGER JOINTS. - -- - - - ------- ---t■ TITLE SHEET
12. PROVIDE 2x4 BLOCKING AT ALL WALL SHEATHING EDGES.
13. SHEATHING THICKNESS AND SPAN RATING: SW SPRUCE ST
14. FLOORS 3/4"48/24
15. ROOFS+WALLS 1/2"32/16 =rgea number
16. PROVIDE HANGERS FOR BEAMS,JOISTS,POST BASES AND CAPS FOR COLUMNS U.O.N.ON PLANS OR DETAILS.ALL O'ITE PLAN ]die 3/14/2020HANGER.POST CAPS,AND BASES ARE SIMPSON U.O.N.
INF 17. BOLTS USED IN WOOD SHALL BE A307 gown by
15. PREDRILL LAG HOLES GREATER THAN 3/8"DIA. Checked by n
i T1 .1
PERMIT SET: MARCH 16, 2020 c„,, =,�_a, r
+ 5