Plans (96) OFFICE COPY r Ail via r k ,s ,,, 10,j e C1 -1-o on-- s :ie. re-kJ : c w
OD ARCS
CITY OF TIGARI3 ,,5 lA
REVIEWFR FOR CODE COMPLIANCE T N O M AS KE M O D E L 4 D.ROBERT MILLER
ticag4V53
Approved 14 I
OTC: I I tO PORTLAND,OREGON
Permit#: . . • . 75'-0" 13234 51A/ B v�� of o.%
Address: 1 __ - c .
Suite #: ARCHITECT
By: V . r.. --413 j --------•--------•-----•---.Q TIGARD , OD. Robert Miller
21650 sw Ribera Ln.
FEB ?�16 West Linn, OR 97065
503--638-7032
971 - 222 -42 1 3 CID UF 116AK
813ItDIN60WISI�� bob.mdler38@ver¢on.net
I I li�TJ 1
I I
I I
SCOPE Of WORK:
ADDITION TO I LOWER THE FLOOR STRUCTURE OF THE GARAGE
FOOT PRINT 8_� ATTIC SPACE TO MAKE A MULTI-USE ROOM PROJECT
jg' I LOWER AND ENLARGE THE EXISTING WINDOW
THOMAS REMODEL
i i I IN THAT ROOM 13234 5W BOUNEFr
q I `DI ENLARGE THE SIZE OF THE LAUNDRY ROOM AND TIGARD, OREGON
o !L __.J I 971-222-4213
• EXISTING HOUSE MOVE THE EXISTING WINDOW TO THE NEW EAST WALL
RELOCATE THE FURNACE AND WATER HEATER
/\
EXISTING GARAGE
1 i TABLE OF CONTENTS TITLE
I I A-I SITE PLAN SITE PLAN
A-2 FLOOR PLANS
A-3 ELEVATIONS
EXISTING j A-4 . CROSS SECTION
DRIVEWAY A-5 LONGITUDINAL SECTION
I I �r:A - c).-rt-a- 1 6"w
----------------------�•—•----- -----� Cv.i r-etic's DATE REV.
1 /
O SW B O U N E F f ST �3vA1c<<►�•A co"1. r`'�- 22' °�° 01/21/201 C
I/I C" = I '-0"
CITY OF TIGARD
4 I Approved by PIanniA,
OFFICE COPY ' Date: 2'/q / I .6 SHA I of
Initials: tc11 d
4..'
STRUCTURAL NOTES
CODE: 2011 OREGON RESIDENTIAL SPECIALTY CODE .S4
2014 AMENDMENTS N� #1990
.A
DESIGN LOADS RECEIVEI)
cbD.ROBERT MILLERAzioult_L-3
DEAD LOAD -AS REQUIRED
LIVE LOAD -40 PSF
tiSNOW LOAD -25 PSF FEB 9 2016 �'�?' Cse
PORTLAND,OREGON
WIND
SEISMIC
LESS THENICI 0 DESIGN
PER O.R.S.C. 4 OF 0$
MPHt,1TY OF`T CARD
SOIL BEARING 1500 P5F ASSUMED BUILDING DIVISIOA ARCHITECT
EARTH WORK
1. EXCAVATE TO LINES SHOWN ON DRAWINGS D. Robert Miller
2 1650 sw Ribera Ln.
ALL FOOTINGS TO BEAR ON FIRM West Linn, OR 97068
UNDISTRUBED NATIVE SOIL
503-638-7032
CONCRETE:
1. REFERENCE SEC.-ACI 301. PLANT MIX PER ASTM C34 bob.mdler38@verizon.net
8'
2. STRENGHT: s / 8'
t ,
A. GROUND FLOOR SLAB-3,000 P51 AT 28 DAYS EXISTING KITCHEN
B. FOOTINGS,WALLS 2.500 PSI AT 28 DAYS \ }-MASTER BEDRM EXISTING STAIR TO
3. REINFORCING-ASTM AG 15,GRADE 60. LAP BARS AS SHOWN Q SECOND FLOOR OF
t10U5E
ON PLAN WITH MIN. LAP OF 44 BAR DIAMETERS PPROVIDE 24" l -N
HOOKS AT CORNERS. �° L O1I NEW LAUNDRY MUD R N
4. BOLTS: (EXISTING LAUNDRY)
UP —j
A. ANCHOR BOLTS ASTM A307 ��� N0
B. EXPANSION BOLTS-HILTI KWIK-BOLT-I I. O 3"1 �<I \ PROJECT
NEW LOCATION
C. ADHESIVE ANCHORS-HILTI-RE 500-SD. FOR FURNACE UP
5. COVER -A5 FOLLOWS UNLESS SHOWN OTHERWISE ON PLANS WALK-IN AND HOT WATER Dowty m THOMAS REMODEL
A. CONCRETE AGAINST THE EARTH 3° CLOSET FROM X HEATER � \ 13234 SW BOUNEFF
3' RAILING --� MASTER DEDRM NITFARC TIGARD, OREGON
B. FORMED CONCRETE AGAINST THE EARTH-2" SOLID MASTER SIMILAR To
STAIRS UP TO NEW Y 971 -222-4213
C. FLOOR SLAB- CENTER LINE OR OPEN EXISTING
BATH
FLOOR ARRANGEMENT
CARPENTRY: L - DOWN ' I
1. REFERENCE SPECIFICATION-IBC CHAPTER 23. 3'
2. LUMBER-DOUGLAS FIR WITH MIOSTURE CONTENT PER SPECIFICATION. = STAIRS o HOUSE
likLL IN CONTACT WITH CONCeTE TO BE PRESSURE PRESERVATIVE NEW BOLUS ROOM EXISTING GARAGE
TREATED GRADE AS FOLLOWS: TITLE
A. POSTS AND BEAMS GX AND GREATER- D.F. NO. I N—
B. POSTS AND BEAMS 4X AND SMALLER-D.F. NO. 2 OR BETTER NEW WINDOv FLOOR PLANS
C. STUDS-D.F.STUD GRADE OR BETTER EXISTING GARAGE DOOR AND HEADER
D. PLATES AND SILLS-D.F. NO. 2 PT AT CONCRETE SLAB. TO REMAIN AS IS
-KILN DRIED D.F.STANDARD TYPICAL S i r
3. SHEATHING-PLYWOOD,ORIENTED STRANDBOARD OR APPROVED EQUAL �I- 25' d �f I_ 25'
A. ROOF AND WALL SHEATHING-APA 24/0.THICKNESS AND NAILING PER PLAN f _ _
B. FLOOR SHEATHING-APA-48/24 THICKNESS AND NAILING PER PLAN
4. PLYWOOD WEB JOISTS-TRUS JOISTS TJI SERIES OR APPROVED EQUAL
BRIDGING BLOCKING 4 ERECTION BRACING PER MANUFACTURERS NEW BONUS ROOM EXISTING GARAGE
RECOMMENDATION. 1/8" = I'-0" DATE REV.
5. GLUE LAMINATED BEAMS DF COMBINATION 24F-V4, FABRICTED WITH I/8" = I'-0"
WATER PROOF GLLUE. FINSIh PER PROJECT SPECS.
G. PARALLAM BEAMS-2.0 E BY TRUS JOIST
7. TIMBERSTRAND BEAMS-3 1/2",15E BY TRUS JOIST 0 I/2 I/200 I G
8. TIMBERSTRAND BLOCKING-LSL 1-3/4"BY TRUS JOIST
9. CONNECTIONS-GALVANISED SIMPSON STRONG-TIE OR EQUAL
10. FRAMING-PER INDUCTRY AND CODE STANDARD FOR ALL DETAILS
REFER TO IBC SECTIONS 2324,2325 AND 2326
I I. NAILING-USE COMMON TYPE NAILS, MINIMUM NAILING PER IBC SHEET OF
TABLE NO. 23-I-Q UNLESS OTHERWISE NOTED PALNS
12. DRYING-PRIOR TO INSTALLATION OF DRYWALL DRY COMPLETED TO A-2
TO A MAXIMUM MOISTURE CONTENT OF 15%
LAUNDRY ADDITION:
NEW CONSTRUCTIION 2X6 @ 16"OC
- STUD WALLS WITH R-2 I INSULATION
1/2"SHEATHING, VAPOR BARRIER ' 99�C:f
AND SIDING TO MATCH EXISTING C.�S�,�L a
1/2"SHEET ROCK INTERIOR D.ROBERT MILLER
1:4. AzigjAWL••4
3/4"TSG FLOOR SHEATING
2X8 FLOOR JOISTS
R-30 INSULATION WITH GALV. SHEET tl, PORTLAND,OREGON c
2 METAL TO P24" ROOF JOISTS IT. ElzEXISTING WINDOW `f?b OF 60
2X6 @ 24" CIELING JOISTS
WITH R-38 BATT INSUL AND ARCHITECT
.� - 4 ATTIC SPACE VENTED AT EAVEi......_ _ _ _ _.1
AND RIDGE. D. Robert Miller
2 1650 sw Ribera Ln.
West Linn, OR 97068
I \ I I 503-638-7032
' — I bob.mdler38@verizon.net
•
I ii
II
i
L - 0(6 P.T. POST
ON 24"X24"X 30" PROJECT
PARTIAL FOOTING WITH PARTIAL
SOUTH ELEVATION
SIMPSON POST WEST ELEVATION
BASE THOMAS REMODEL
13234 SW BOUNEFF
I/8.. = I _p" I/8° = I'-a' TIGARD, OREGON
971 -222-42 13
EXISTING WINDOWS TITLE
ELEVATIONS
Al III
.7 EXISTING WINDOW ,
TO BE REMOVED
EXISTING FLOOR TO
BE MOVED DOWN
REUSING THE SAME '
BEAM AND JOISTS —
inll
Rr Illll
\ NEW WINDO ��
iii DATE REV.
I I
o
III 01/21/2001G
-
EXISTING GARAGE
DOOR TO REMAIN
ASIS I
i
______A, r H
SHEET OF
NORTH ELEVATION A-3
1/8" = I'-0"
•
E
NEW COLLAR TIES
. (2) 2X8 I EACH EXISTING ROOF 6 04.
SIDE OF EXISTING N #1990 ,/:,)
JOIST D.ROBERT MILLER 1,1
FASTEN TO JOISTzwia_73
WITH (5) SDS 1/4"
011
tJ PORTLAND,OREGON (%p
X 3 STAGGER / 9.7,21OF O
LOCATION
ADD ROOF VENTS ARCHITECT
11111111111-' ''
4///,
D. Robert Miller
EXISTING ROOF 2 1650 sw Ribera Ln.
STRUCTURE TO �� West Linn, OR 97068
503-638-7032
REMAIN AS IS
bob.miller38@verizon.net
EXISTING WALK-IN
FURR EACH JOIST
t;, CLOSET
.illile
TO ACOMMODATE �� \
R38 BATT INSULATION `,
• 0/41.
.A;:. R-38 INSUL �i�l::+ EXISTING FLOOR
� ' t , STRUCTURE TO PROJECT
0
-t- -t--.1---•w- AS IS
MOVE EXISTING 3�-
— THOMAS REMODEL
FURR EACH STUD FLOOR DOWN 3/4" T*G PLY 13234 SW BOUNEFF
TO ACCOMODATE 1R-30 / 7'_5 I�@'i----� TIGARD, OREGON
971-222-4213
R-25 BATT INSUL INSUL
VENT SCREEN AND
BAFFLE EACH JOIST a II!1�i�i�ll 1a )11i-(1--.�--' (� II 0iIli 11
SPACE TO ALLOW _ _ t y
AIR TO FLOW FROM 1 b b -
ONE HOUR/7 — — i i
EAVE TO RIDGE 1 I i I TITLE
FIRE WALL r 3'
L 'I''
`-�
` / j/ CROSS
I
BOTTOM OF BEAM SECTION
�
F
_ (--- I I
E0
EXISTING 2X4 @ I G" OC
EXISTING PT MUD SILL
EXISTING CONC FOUNDATION ( . .,.
AND FLOOR
•l. ....
DATE REV.
EXISTISNG CONC. FLOOR, FOOTINGS AND
FOUNDATION WALLS TO REMAIN AS IS
01/2 1/20 I G
CROSS SECTION
I/411 = I 1-0"
SHEET OF
A-4
r .
li
4 1 #1990 -/,
All D.ROBERT MILLER
1:4. Azixiv:a
(� PORTLAND,OREGON p
i,
ARCHITECT
D. Robert Miller
2 1650 sw Ribera Ln.
West Linn, OR 9706b
N N p M N I N �y II 503-638-7032
bob.miller3t3@verizon.net
EXISTING WALK-IN EXISTING ROOF RAFTERS
CLOSET AT SECOND NEW COLLAR TIES
FLOOR LEVEL ( NEIN\MI II FYXC� \
— - P HANDRAIL A
34" ABOVE STAIR
NOSING \
a PROJECT
1itt1e -
THOMAS REMODEL
/ 3'-7° MOVE EXISTING FLOOR 13234 SW BOUNEIF
DOWN TO NEW LEVEL TIGARD, OREGON
ii. ..._.-----,...,70 971-222-4213
I 1 2'-0"
1c-f-.3 „ die 1A , I &
_ I \
-dig TITLE
I 1 " \RE-USE LONGITUDINAL
SECTION
p,- r L._
`L4 - BEAM
�`. JEXISTING
'
. EXISTING CONC
GXG PT POST MTh -
SIMP. POST BASE 6,-6„
FLOOR SLAB
ON 24X24XI2
d' NEW STAIR
FOOTING MIN. LOCATION
18” MIN. BELOW 2' \ - \ \ DATE REV.
FINISH GRADE 'I PIN. GRADE ( \ \
CD NEW CONSTRUCTION EXISTING CONC
-1 FOR NEW LAUNDRY FLOOR AND FOUNDATION 24'- 1 " O 1/2 I/20 16
ROOM / /
LONGITUDINAL SECTION
1/4" = I '-O" SHEET Or
A-5