Plans (129) }
OFFICE COPY
0.4)
GREE
FORENSICS
STRUCTURAL CALCULATIONS FOR:
CITY OF TIGARD CARLSON RESIDENCE
REVIEWED FOR CODE COMPLIANCE POST TREE STRIKE REPAIRS
Approved: I
OTC; I 1
Permit#: m e aft 1 ) 0 C 7 6 LOCATION:
Address: 14 7S s 1 k1 t 1.1;
Suite#: 11475 SOUTHWEST VENUS COURT
Dates _ TIGARD,OREGON 97223
PREPARED FOR:
GREAT WESTERN RESTORATION
13863 SOUTH LAZY CREEK LANE
OREGON CITY,OREGON 97045
(503)655-4739
CASE FORENSICS PROJECT No.: 2674021
„so:0 PRO FESS
4.
� 5 �, INE FA 'a
14562P
yr
s „, OREGON g%
Fq 2 8 , g � o I4 11
EXPIRES 06-30-2017
Portland Office:4636 N Williams Avenue, Portland, OR 97217 T: 503.736.1106 F: 503.736.1051
Anchorage ra`a Denver os.. Honolulu a Portland dna Salt Lake City a San Francisco Seattle 4+a Spokane
oes
CRSE
FORENSICS
SCOPE OF DAMAGE
ON OR ABOUT NOVEMBER 25, 2016 A TREE LOCATED ON THE SUBJECT PROPERTY COLLAPSED
FROM HEAVY WINDS. THE TREE FELL STRIKING A SMALL PORTION OF THE RESIDENCE AND
DAMAGING THE FOLLOWING STRUCTURAL COMPONENTS.
1. (6) 2x ROOF RAFTERS ABOVE MASTER BEDROOM AREA ON UPPER LEVEL
2. NORTHWEST CORNER EXTERIOR DECK SUPPORT POST
3. SOUTH POST OF HEADER SUPPORT ON EAST WALL AT UPPER LEVEL
t'f
f / / r
J JJ'X ,! � f
J � f
1 , 1.) (6)2 x Roof rafters damaged
n c ass. �At
I u
6:a _._
P' fC1C k- . 1, 6 . t
� Portland Office: 4636 N Williams Avenue, Portland, OR 97217 T: 503.736.1106 F: 503.736.1051
Q� Anchorage • Denver* Honolulu* Portland Salt Lake City* San Francisco i, Seattle* Spokane
,-- ot%
015E
FORENSIES
,,,:)t ` " � wsc l A,
r, + rrs:i,f,. 1 ..,
a 71 ,ham
3.)South post z
T
i
v of header �`�
`' support
rti,,i ,
i�ty
.„._ it r (-a"' [ I [
i t
11
2.) Post at Handrail/
-` , Guardrail NW Corner I` / I
!4 of Exterior Deck is
deteriorated. J f 45:-.5
1 T5,- - i
i
6 ays [
Est 3
__.__. . I
-tom
4.____
1 °I' ,ti
Portland Office: 4636 N Williams Avenue, Portland, OR 97217 T: 503.736.1106 F: 503.736.1051
66 Anchorages Denver* Honolulu* Portland* Salt Lake City • San Francisco _ Seattle Spokane
LO3GREE
FORENSICS
SCOPE OF REPAIRS
PER THE 2014 OREGON RESIDENTIAL SPECIALTY CODE, APPENDIX "J" EXISTING
BUILDINGS AND STRUCTURES, SECTION AJ301 REPAIRS, SECTION AJ301.1
MATERIALS. EXCEPT AS OTHERWISE REQUIRED HEREIN, WORK SHALL BE DONE USING
LIKE MATERIALS OR MATERIALS PERMITTED BY THIS CODE FOR NEW CONSTRUCTION.
DESIGN LOADS
PER CITY OF TIGARD BUILDING PLAN CHECK DIVISION, THE FOLLOWING ARE
REQUIRED SITE SPECIFIC DESIGN LOADS FOR THE SUBJECT LOCATION.
WIND LOAD = 100 MPH
SNOW LOAD = 25 PSF
EXPOSURE = B
SEISMIC CATEGORY = D-S1
Portland Office: 4636 N Williams Avenue, Portland, OR 97217 T: 503.736.1106 F: 503.736.1051
(, ) Anchorage* Denver* Honolulu* Portland$ Salt Lake City* San Francisco Seattle* Spokane