Plans 1130 5AI Sy fe- AA T2020 - 000?s
7130 SW SHADY LN . TIGARD OR, 97223
OFFICE COPY PRO
M R G E
DESCRIPTION OF WORK: GENERAL NOTES: DRAWINGS: s 0 LU T I o N s
2850 SW CEDAR HILLS BLVD.SUITE 106
BEAVERTON,OREGON 97005-1354
• REPLACE DAMAGED INTERIOR FINISHES - VERIFY ALL DIMENSIONS AND AO - TITLE SHEET CONTACT:CHRISTOPHER NESTLERODE
• REPAIR DAMAGED ROOF TRUSS CONDITIONS, CONTACT Al - FIRST FLOOR PLAN PHONE:503-382-8000EM.CHRIS@PDSUCNW.COM
DESIGNER IF THEY VARY FROM A2 - ROOF FRAMING PLAN &
80.26' _ - THESE DRAWINGS. TRUSS ELEVATIONS
.4r ___ _
- ALL FRAMING MEMBERS TO BE RECEIVED Q
DOUGLAS FIR-LARCH #2 U.N.O. MAR 3 0 2020 w Ir
o
I ! - FRAMING CONNECTORS SHALL CONTRACTOR: CITY OF TIGARD Lu c
HAVE ALL THE NAIL HOLES BUILDING DIVISION Q
PROJECT HAS NO CHANGE FILLED AS SPECIFIED BY THE KENNEDY RESTORATION <
TO FOOTPRINT MANUFACTURER, U.N.O. 315 SE 7TH AVE. Q
PORTLAND, OREGON 97214 N
- SEAL EXISTING BUILDING PHONE 503.234.0509 ? o
SURFACES EXPOSED TO SMOKE CCB #: 3402 IY
AND NOT IDENTIFIED AS CONTACT: GEORGE MIMS f'
MAP TAXLOT NO.
DAMAGED. SEAL PER EM: georgem@kennedyres.com
1S125DB06000 RESTORATION CONTRACTORS
too RECOMMENDATIONS OR AS BUILDING CODES:
r ! V REQUIRED BY JURISDICTIONAL - Approved plans
- RECOMMENDATIONS. 2017 ORSC shall be on job sqe. R,N
s>so
ozOQ
e 'j- ,� - ALL NEW AND REPLACED -<m W
-- �! L _ COMPONENTS OF THE BUILDING o i,°'
ENVELOP SHALL BE INSTALLED =NEGY CODE COMPLIANCE
_ I WITH PROPER DRAINAGE AND
L .- - ,_ TABLE N1101.2 EXISTING BUILDING COMPONENT REQUIREMENTS
I j!=_ III I FLASHING PER MANUFACTURERS
II j -ILT17 CURRENT WRITTEN
WALL INSUL R-15
I
INSTRUCTIONS AND DETAILS AS
--- - - REQUIRED BY ORSC SECTION FLAT CLG INSUL R-49 w
R703. VAULTED CLG INSUL> 10 IN. NOMINAL RAFTER DEPTH R-25 LLI
I
VAULTED CLG INSUL> 8 IN. NOMINAL RAFTER DEPTH R-21 U)
VALIDITY OF PERMIT Lu
THE ISSUANCE OF A PERMIT UNDER FLOOR INSUL> 10 IN. NOMINAL JOIST DEPTH R-30 _J
BASED ON CONSTRUCTION DOCUMENTS AND OTHER
UNDER FLOOR INSUL>8 IN. NOMINAL JOIST DEPTH R-25 f—
SLAB EDGE PERIMETER INSUL R-15
DATA SHALL NOT PREVENT
THE CODE OFFICIAL FROM WINDOW CLASS U=0.35
80.00' REQUIRING THE CORRECTION
OF ERRORS.ORSC 105.4 SKYLIGHT CLASS u=o.so
S W SHADY LN EXTERIOR DOORS U=0.20
i SITE PLAN NORTH
M
EXTERIOR DOORS w/>2.5 SF. GLAZE U=0.40
AQ SCALE: N.T.S. FORCED AIR DUCT INSUL R 8 AO
LEGEND: WALL KEY:
PROPERTY
I - EXISTING WALLS DAMAGE
0 (N) COMBO SMOKE/ SOLUTIONS
CARBON MONOXIDE DETECTOR __ REMOVED WALLS 2850 SW CEDAR HILLS BLVD.SUITE 106
v/...w iiii/n - REPAIRED WALLS BEAVERTON,OREGON 97005-1354
(N) SMOKE DETECTOR w/BATT. BACKUP PROVIDE (N)SIDING ON EXT. CONTACT:CHRISTOPHER NESTLERODE
PHONE 503-382.8000 EM.CHWS@POSLLCNW.COM
(ALL SLEEPING ROOMS) minnimm - NEW EXTERIOR WALLS
DF#2 2X4's @ 16"O.C.
NEW INTERIOR WALLS
DF#2 2X4's @ 16"O.C.
CC
eT/�C N
P.
IL o
<• ._
L
20'-0° ao'-o° NOTES: cn y
Ir
(� REMOVE ALL EXISTING INTERIOR FINISHES, INTERIOR ~
11: id
DOORS, INSULATION, AND TRIM AND REPLACE WITH NEW
MATERIALS TO MATCH EXISTING MATERIALS U.N.O.
°q fTCHEN DINING ROOM M.BATH MASTER BEDROOM
O
I I I ] , , I I
�/ _X
N fn O
_ m.Q
cd Z• BATH
w3 w
REF _.__ I I O Q O,y)
®
1-1- b
M
HALL
I I I CLTT__
N Z
GARAGE LMNG ROOM ENTRY �® J
/ L a
0
........i LI9 CLST BEDROOM 2 Cr
F�
LID O
. ---1 , Li ,
L I. . —J
LL
I—
(
Cr
20'-0" ° 40'-0"
1 FIRST FLOOR PLAN NORTH
15
Al SCALE: 1/8"=1'-0"
Al
20'-0" 40'-0"
a o PROPERTY
DAMAGE
_ _ SOLUTIONS
� —� _ I i 2850 SW CEDAR HILLS BLVD.SUITE 106
U I BEAVERTON,OREGON 97005-1354
I CONTACT:CHRISTOPHER NESTLERODE
CO I I' PHONE:503.382.8000 EM.CHRIS@PCSLLCNW.COM
Co (E)BEAM [ `I
1---f-T-T-T-T-7�L.ill•T--�-7-T-T-- — I
-II iII LL 1 11 - it -
r� LI_I 1 1 II — 4 -
1 I1 - -t — � _ _ r_
II I I� I 1 _ Q CL r
1 L * � = � * =1 II I 1 1 I — it w
1 r 1 1 s LI ILL- =_ � b o
N 1 �; r 7 7I- 1.7r -Ht z
I h I 12 >
ti 1 IL _ _ (E) BEAM �J4 0 l
1 1 �� 1 �I� III II 1 11
1 Mr 11 a � -{-'I 11 I — -I-t — � EtI I I I alb I I 11 I I - �.
, J c 4_ t -, I �_ I , - _ _L = I c sr~{ (E) DAMAGED MEMBER
3'-8" / 3'-6" /
/ 8'-9„ /
0
20' O" 40' O" / 24'-0" /- ha.
O
ROOF FRAMING PLAN NORTH ( 2- TRUSS ELEVATION — DAMAGED 0 "..
H¢mw
oo,�
�A2 SCALE: 1/8"=1'-O" ,A2 ` SCALE: 1/4"=1'-0"
Z
Q Z
(E) BEAM �J4 n_O
0Q
— (E)2x4 TRUSS FRAMING Z
or(N)2x4 FILLER. Q
hill\ SDS SCREWS PER PLAN _:::� :.:::::a (2)(N)2x4 EA. SIDE OF (E)MEMBER \ DO NOT DAMAGE --' CC W
@ 6"O.C. EA. SIDE / 3 / 3 / SCREW PER DETAIL W/(4)SDS 1/4 X 3" EA. END TO 13� GANGNAIL PLATES LI-
STAGGERED. EDGE OF MEMBER<2X6 UNDAMAGED TRUSS MEMBER(16 A2 / O
• N 2x4 EA. SIDE OF o ® ® ® SCREWS TOTAL, STAGGER �� O
(N) z ,-iN OPPOSITE SIDES) / 2'-0" / 8'-9" A C''—
DAMAGED MEMBER.
. EDGE OF MEMBER<2X6
( 3 \ TRUSS REPAIR DETAIL 4 SPACING DETAIL 5 TRUSS ELEVATION — REPAIR
A2 SCALE: 1 1/2" = 1'-0" A2 SCALE: 1 1/2" = 1'-0" A2_,! SCALE: 1/4"=1'-0" A2