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11820 S.W.W 113th PLACE, T
— P2 07/24 ML.S BRACE ZONES, BEAM UPDATED TO PROPOSED ADDITIONS T EXISTING DWELLING
MATCH PERMIT tSSUE-NOTES h IEStRIPimx „„ ON. . wit WALL LAYOUT- REVISED 1 1 820-113 P2
r
Westec America, Inc. GAMES ROOM BEAM July 22, 2002
Load Combinations
Num Description Env WS PD SRSS CD BLC Factor BLC Factor BLC Factor BLC Factor
1 1 ■ .,r G 1 1 1
.( 2 SDL 1 1 1 2 1.1
3 P 1 3 1.1
14 ALL 1 1 1 2 1.1 3 1.1
5 1 1
Member Deflections, By Combination
LC Member Label Section x- Translation y- Translation z- Translation x- Rotation (n) Uy Ratio (n) Uz Ratio
(in) (in) (in) (radians)
4 M1 1 0 0 0 0 NC NC
2 0 - .396 0 0 561.05 NC
3 0 -.397 0 0 558.64 NC
4 0 0 0 0 NC NC
Wood Material Parameters
Wood Set NDS Species Therm Weight
Label Database Fb Ft Fv Fc E Poisson's Coef. Density
(ksi) (ksi) (ksi) (ksi) (ksi) Cm Cr i m i Ratio (10"5 FL (k/ft"3)
W1 EWPINNOI 4X16 1 .775 .35 .07 [ I ` 1 1100 1 .3 ( .3 T .035
Member Point Loads, Category : None, BLC 2 : SDL
Member Label I Joint J Joint Direction Magnitude Location
(k, k -ft) (ft or %)
M1 N1 N2 Y -.302 .01
M1 N1 N2 Y -.302 2
• M1 N1 N2 Y -.302 4
M1 N1 N2 Y -.302 6 _
M1 N1 N2 Y -.302 8
M1 N1 N2 Y -.302 10
M1 N1 N2 Y -.302 12
M1 N1 N2 Y -.302 14
M1 N1 N2 Y -.302 16
M1 N1 N2 Y -.302 18
M1 N1 N2 Y -.302 18.49
Member Point Loads, Category : None, BLC 3 : P
Member Label I Joint J Joint Direction Magnitude Location
(k, k -ft) (ft or %)
M1 N1 ( N2 Y 1 -.2 1 10
Reactions, By Combination
LC Joint Label X Force Y Force Z Force X Moment Y Moment Z Moment
(k) (k) (k) (k -ft) (k -ft) (k -ft)
4 N1 0 1.926 0 0 0 0
4 N2 0 2.187 0 0 0 0
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westec America, Inc. GAMES ROOM BEAM July 22, 2002
Reactions, By Combination, (continued)
LC Joint Label X Force Y Force Z Force X Moment Y Moment Z Moment
1k) (k) (k) (k -ft) (k -ft) (k -ft)
4 Totals: 0 I 4.114 I 0
4 _ COG (ft): X: 0 1 Y: 0 I Z: 9.836
Member Section Forces, By Combination
LC Member Label Section Axial Shear y -y Shear z -z Torque Moment y -y Moment z -z
(k) (k) (k) (k-ft) (k -ft) (k -ft)
4 M1 1 0 1.926 0 0 0 0
2 0 .518 0 0 0 -7.432
3 0 -.778 0 0 0 -7.542
4 0 -2.187 0 0 0 0
Member Stresses, By Combination
LC Member Label Section Axial Shear y -y Shear z -z Bending y -top Bending y-bot Bending z-top Bending z-bot
(ksi) (ksi) (ksi) _ (ksi) (ksi) (ksi) (ksi _
4 M1 1 0 .043 0 0 0 0 0
2 0 .012 0 .657 -.657 0 0
3 0 -.018 0 .667 - -.667 0 0
4 0 -.049 0 0 0 0 0
Westec Amei i caa, Inc. GAMES ROOM BEAM l 2 1
JJuly «. 2002
Member NDS Code Checks, By Combination
LC Member Label Code Chk Loc Shear Chk Loc Dir Eqn Message
- (ft) (ft)
1 4 t __ _ M1 1 .987 j 9.904 j .702 ( 18.5 1 y j 3.9-3 j j
s
RECEIVED
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AND FLASHING TO ROOF PITCH TO FIRST BE - -
N EW VALLEY -LINE. CONFIRMED ON SITE : -TO SUIT SCREENED
FU TURE EX TENSION OF ROOF VENT.
EX ROOF PITCH. . (4) RUM.
ALE -END TRUSS OR
GABLE-END SCREENED N ATTIC PRE- FABRICATED
G A B L FRAMING. \ - - �) VENT BTWN. PRE - FABRICATED ROOF TRUSSES /
�, . ' I • 1 RAFTERS .E lc{, D WITH \ ( GAMES ROOM ASPHALT SHINGLES
II EXIST TOP -CHOR TO MATCH EXIST.
ON 1 /2" ROOFING EAVE VENT:
SCREENED
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V II B TWN. BE
, TO STUDS TO • I GARAGE - RAFTERS.
1/2" GYP SYM SUPPORT GABLE PARTICLE BOARD RAFTERS OR
I / / INSULATION
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EXTENDED 2"x6" II n IN TR USSED ATTIC.
NAILED
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TO MATCH EXISTING THERMAL _� '
I GAMES ROOM: 1 ,
ASPHALT SHINGLES N "� INSULATION 1 L c \ DOUBLE
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r ry "
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PARTICLE BOARD. !y >'1 o - 1
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LIGHT INSULATION ci DOUBLER EMS: 1''1'
', r �1fi1 z W �/ I
0 NAIL PLATES / CONNECTORS \ GUTTER SHAPED TO 31 - STORAGE v U I`
TO MATCH I
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k _ ° (N IL; EXPOSE EXIST. TOP PLATE ' IY °D o z _ ice
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y .-= AND TO ALLOW FOR NE.- p
THERMAL R•: c, aw ]yALL TO EXTEND 0 a 2 "X4" STUDS AT
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/ SOLID BLOCKING TO o 0 O
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NAIL PLATES / CONNECTOt�Sc $.» . 4 Tlfe* < THERMAL
NAILED / BOLTED TO o 1 ` �� ` O m z r INSULATION
STUDS. u_� THERMAL INS. ON 0 m ?
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>- -I SHIMMED- BEARERS 1 /2' THI G YPSU M T a Q VERTICALLY GROOVED
M'�I BOLTED INTO W ALL BOARD ON �� �tr :Eiji
O A 6�,, z • zd EX I S T. CONCRETE rl o WOOD SIDING BOARD
• M9 :771,741112 x0 �� SLAB AT 4ft Max,CTRS. • 16" CTRS. L O 1 ON BUILDING PAPER
z v TO MATCH EXISTING
• z /
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1 a
-
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DOWN PIPE
n Zf 1I - CONNECTED TO
r 1 ` , I EXIST. R.0 SLAB — WILL THROUGH EXIST. WALL FOR U /GROUND
N.-. PRESSURE TREATED n n n n n ri n n n (1411.411 AI (GARAGE FLOOR)
) — ►i� 1/2" BOLTS AT 4ft CTRS. =' UPVC PIPELINE.
4 "X6" ANCHORED " U " -- J �� �le / {I4 REBAR
I. �/ EXIST 4 "x6" i ■ 4 "x6' BOLTED TO EXIST. RC WALL.
TO CONC. WALL F�'g u u I III = 16 "X6° I�j PRESSURE TREATED
I`. z ,_, , - - - : 9T r — i — I - �, - j VENT J Im 2 "X6" BOTTOM PLATE
�Il�lf EXIST. R.0 SLAB 11 Iln 11 =1 -�
I I =1111 I I EXIST. PATIO CONCRETE m ! �IF1
`°� SLOPED BAC ,. ,141 in 4" THICK. 1= EXIST. R.GPERIMETER WALL. I,.. II�11 =1
_ 4 "x6" BEARER ON
il—TI I = ��) I TO BE DEMOLISHED. w 4 "x6" POSTS ON I '. : 111
_ A PPROVED "P.E./ P.V.C. - T -
If II' *11
SHEETING - ALL LAPS SEALED " I I 11= -1 1 :� z a 1 Dt A.x6" THICK
I =11 II =I I EXIST. R.C. FOOTING _ EXIST. RAIN WATER PIPE AND o 0
RAI EXIST. I I n - I LA ND DRAIN PIPE. ''� O F V a l - CONCAT R ETE P ADS /4 REBAR
• - S /SEWER 1 ° ° M E ft. CTRS. I ; (PDXY - ANCHOR ENDS
CONCRETE BACKFILL P -1 l
PIPE. • " PROVED " P.E./ P.V.C. - TYPE" a W a a S` INTO EXIST. CONCRETE:
n IN POCKETS BELOW 1 SHEETING - A
11 =1f EXIST. R.C.SLAB. � - - - J — — ALL LAPS SEALED w w 0 0 #4 REBAR YPICAL.
Ai l � = I =u=u _ I _ IL —It AT 4ft CTR 11=11:
II II E � i =1i 11 11 11=11=1 11 1 =
f1 TYPICAL PERIMETER 1 ,4 - _ -IT= - II 11 =11 1
1 =1 =11 R.C. CONCRETE 1 =1 II - _ - ' . ; 1
�
DETAIL. _ - -
71=1 g I =Ti #4 REBAR
TYPICAL INTERNAL •_11=1 TYPICAL PERIMETER Iii =i1
POST
& BEAM 11 =11- R.C. CONCRETE It l 11 =1i� II I
JUN `,
E C i E � DETAIL. 7} ry `l 7oan 1/2 - -1' -0- rwow n
..A a,/u I /2002 amp w. owe ILL SIAM �i. ! 1 ) .t. r.. _ of _
— 1 1820 S.W.113th PLACE, TIG RD, OR.
(Ai Y arc iia14::.__ DD
PROPOSED ADDITIONS TO EXISTING DWELLING.
,E,,, 14>E VITDTG iOPT ,P,. DETAILS .
P2
A I' One & Two - Family Dwelling
Gay 'Nii Plan Check Fees
' City of Tigard
PERMIT INFORMATION: /
Permit #: Wl, s I- 2,coz - d 6Zgg' Plan #: Date: ( / Z I ( a
Site Address: 1182c , w l 13 u PL Parcel #:
Subdivision: vv\ 1 , 14,1,1; l.; 6 ,,, Lot #: Zoning:
Jurisdiction: Setbacks: Front: Rear: Left: Right:
Class of Work: a ( .,1;,,,.,_ Stories: First Floor: '77D l ''
Type of Use: 122-s Height: Second Floor:
Construction: v N Floor Load: Third Floor:
Occupancy Group: � Dwelling Units: Fourth Floor:
Valuation: 6 9 7,2 Bedrooms: Total Floors:
1 Bathrooms: Basement:
Decks: Garage:
Porches: Other:
FEES: Description: Fee Amount: Amount Paid: Balance Due:
Plan Check: Building: 377, 13 2 S U ✓ / Z 7, /3 iv
Extra Set:
Permit: Building: -580, 24 v' ,57P ' w
Tax: q,lo .4 z, ✓ 4 /. a Z
Mechanical: 72.37 ✓ 7? , ,—y
Tax: 5,?0 . ✓ • yv
Plumbing: 7 Z . S0 / 7 Z • 5
Tax: S, FU ✓ S • kV
' Electrical: /A7 /r / / L/5 / ,'
Tax: I /,lei ,/ i I , t (
Low Voltage:
Tax:
SDC: CDC Bldg. Rev.: a. 0 ✓
CDC Ping. Rev.: i/ 20
Parks:
TIF Res.:
TIF MT:
Erosion Permit: 1/ / 4 -{ v
Erosion CWS: / 3 ✓ 1 3
Erosion COT: / 3 / / 3
Water Quality:
• Water Quantity:
SUB- TOTAL: / V Z3. ! I c ,2 S D 11 7) •"(
• - Sewer: Permit:
Inspection:
SUB - TOTAL:
TOTAL:
i:\ dsts \forms\ResPlanCheckFees.doc 2/4/02 Page 1
1 & 2 FAMILY PLUMBING FEES: 1 & 2 FAMILY MECHANICAL FEES:
•
PRICE • TOTAL DESCRIPTION: Price. Total
FIXTURES (individual) QTY (ea) AMOUNT Table IA Mechanical Code QtY (Ea) Amt
Sink / 16.60 / G D 1) Furnace to 100,000 BTU
Lavatory 16.60 iG GD including ducts & vents 14.00
2) Furnace 100,000 BTU+
Tub or Tub /Shower Comb. 16.60 including ducts & vents 17.40
Shower Only / 16.60 /G G 6 3) Floor Furnace
Water Closet 16.60 /r including vent 14.00
Urinal / 16.60 / GQ 4) Suspended heater, wall heater
or floor mounted heater 14.00
Dishwasher 16.60 5) Vent not included in appliance permit
Garbage Disposal 16.60 6.80
Laundry Tray 16.60 6) Repair units 12.15
Washing Machine 16.60 Cheeky i(that4 1, : ` SEX `�
Tor iteins 7-11, sge are - Pnmp 1
Floor Drain/Floor Sink 2" 16.60 ,� __ * � � .,t
rt'ootnotes:below_.. , o �rp, .
3" 16.60
7) <3HP; absorb unit to
4" 16.60 100K BTU 14.00
Water Heater 0 conversion 0 like kind 16.60 8) 3 -15 HP; absorb unit
Gas piping requires a separate mechanical 100k to 500k BTU 25.60
permit. 9) 15 -30 HP; absorb
MFG Home New Water Service 46.40 unit .5 -1 mil BTU 35.00
MFG Home New San/Storm Sewer 46.40 10) 30 -50 HP; absorb
unit 1 -1.75 mil BTU 52.20
Hose Bibs 16.60 11) >50HP; absorb unit
Roof Drains 16.60 >1.75 mil BTU 87.20
Drinking Fountain 16.60 12) Air handling unit to 10,000 CFM
10.00
Other Fixtures (Specify) 16.60 13) Air handling unit 10,000 CFM+
17.20
14) Non - portable evaporate cooler
10.00
15) Vent fan connected to a single duct
Sewer - 1st 100' 55.00 6.80
Sewer - each additional 100' 46.40 16) Ventilation system not included in
appliance permit 10.00
Water Service - 1st 100' 55.00 17) Hood served by mechanical exhaust
Water Service - each additional 200' 46.40 10.00
Storm & Rain Drain - 1st 100' 55.00 18) Domestic incinerators
17.40
Storm & Rain Drain - each additional 100' 46.40 19) Commercial or industrial type incinerator
Commercial Back Flow Prevention Device 46.40 69.95
Residential Backflow Prevention Device" 27.55 20) Other units, including wood stoves
10.00
Catch Basin 16.60 21) Gas piping one to four outlets
Inspection of Existing Plumbing or Specially 62.50 5.40
Requested Inspections per/hr 22) More than 4 -per outlet (each)
Rain Drain, single family dwelling 65.25 1.00
Grease Traps 16.60 Minimum Permit Fee $72.50 SUBTOTAL: - __ $
QUANTITY TOTAL
8 % State Surcharge $
Isometric or riser diagram is required if 1,0 z
Quantity Total is > 9 . , � ,, ,, k ,
*SUBTOTAL TOTAL RESIDENTIAL $
• q 0 PERMIT FEE:
8% STATE SURCHARGE -
' Other Inspections and Fees:
1. Inspections outside of normal business hours (minimum charge -two hours)
* *PLAN REVIEW 25% OF $62.50 per hour.
SUBTOTAL: 2. Inspections for which no fee is specifically indicated (minimum charge -half hour)
Required only if fixture qty. total is > 9 ,, $62.50 per hour
$ 3. Additional plan review required by changes, additions or revisions to plans (minimum
charge -one -half hour) $62.50 per hour
TOTAL PERMIT FEE: -
* State Contractor Boiler Certification required for units >200k BTU. -
* * Residential A/C requires site plan showing placement of unit.
* Minimum permit f $ 2.50 + 8% s • to surcharge, except Residential Backflow
Prevention Device, wh ' ' . :V. state surcharge. All New Commercial Buildings require 2 sets of plans.
**ml New Commercial Buildings require 2 sets of plans with isometric or riser diagram
for plan review.
is \dsts\ forms \ResPlanCheckFees.doc 2 /4/02 Page 2
- BOUNDARY LINE 121
\ TE ` Hp NE m m> —
• R r-I*
v! R W.D.P 0 to ,
PO " z z R.W.D.P R.W.D.P
RAIN WATER I ° 7
_ TO STREET. \ — �_ — i _
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' e �L1 1 u ��� �_� .�
B��,DIN � U J ..
s(fT oRIZ 11820 S.W.1 13th, PLACE, TIGARD, �R.
11-11 PROPOSED ADD ITIONS TD EXISTING DWELLING
S LAYOUT 1 1 820 - 1 13 P1
.. 4 EXHIBIT MAP
i l oca LOT 18 "MUTTLEY'S ADDITION"
N6 IN THE SE 1/4 OF SEC 34, T 1 S, R 1 W, WM,
CITY OF TIGARD, WASHINGTON COUNTY, OREGON
APRIL 6, 2002 SCALE 1"=30'
FOR: MARIUS & YOLANDA SMIDT
LEGEND & NOTES
• - PROPERTY CORNER PER THE PLAT OF "MUTLEYS ADDITION"
PUE — PUBLIC UTILITY EASEMENT
SF — SQUARE FEET
1. IMPROVEMENTS SHOWN ARE FIELD MEASURED.
2. EASEMENTS SHOWN ARE PER THE PLAT OF "MU TREY S ADDITION ".
3. ELEVATIONS AT THE PROPERTY CORNERS ARE WITHIN ON FOOT IN ELEVATION.
4. THE CURRENT SITE ZONING IS R 4.5.
5. THE BUILDING SETBACKS FOR THIS PROPERTY ARE, FRONT 20.00, SIDES 5.00' AND REAR 15.00'.
6. THE TOTAL IMPERVIOUS AREA IS 2,431 SF, OR 32% OF THE LOT AREA.
ao h TAX LOT 5600
o Sri
S 89'DO'0'J E 119.99'
} 5' PUE x •
35.4' . 0 -O
0.
C }
CONCRETE LcS ., TAX LOT 5700 ^
DRIVEWAY 0
cv a LOT 18 (0 0 La S. W. 113TH PL. 20.7' 20.9' 7,517 SF 0
011820 SW W `
(50' RIGHT OF WAY) , ' co 113TH PL 1\4 a
In 1-
8• SINGLE STORY N • 7 9
0 WOOD FRAME 0 x
44.4' - 39.2 r
RADIUS - 105.12 k °'
0
LENGTH - 79.91 "� co 9.0
V (/}
S 8624'24" W 89.42
TAX LOT 5800
REGISTERED
PROFESSIONAL
LAND SURVEYOR SURVEYED BY:
,/j ,7 I GEFFORY N. ADAIR
" ' OREGON 939 HALEY COURT
FE:RUARY 8, 2000 OREGON CITY, OREGON 97045
GEFFORY N. ADAIR 58,984 J , PHONE (503) 317 -7819
RENEWABLE: 12/31/03
FILE: 02002 -C"
- J56 Truss r uss Type Qty Ply THOMPSON QUALITY ADDI I ON (II) —`
R2223744
205136 A MONO TRUSS 10 1
(optional)
BMC West - Sherwood, Sherwood, OR. 97140 — 472 - 01 -- S111 S r 2 2 02 MiTek Industries, Inc. Wed May 15 10:09:53 21702 Page 1
i
- I 5 - 3 - 0 I 10-5-0 I 15-8-0 1
2-0.0 5-3-0 5-2-0 5-3-0 3x9
6 Scale = 1:53.5
5
4.38 (i2- 4x8 •
4
i
3x4
3
1
3x5 ;
2 :.
1 s 1 �•
R i
5x4 a 1.5x4 N
13 _ 5x5 =
13 12 4 ' 8 7
1.5x4 II 3x4 = 2x4 II 5x5 =
I 534 I 10-6-0 I 15-8-0
5 5 5
LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) I/defl PLATES GRIP
TCLL . 25.0 Plates Increase 1.15 TC 0.48 Vert(LL) 0.04 7-8 >999 MI120 185/144
TCDL 7.0 Lumber Increase 1.15 BC 0.34 Vert(TL) 0.06 1 -2 >423
BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(TL) - 0.03 7 n/a
BCDL 10.0 Code UBC97IANSI95 (Matrix) 1st LC U. Min I /defl = 240 I Weight: 92 lb
LUMBER BRACING
TOP CHORD 2 X 4 OF No.2 -G TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals.
BOT CHORD 2 X 4 DF No.2 -G BOT CHORD Rigid ceiling directly applied or 6 -0-0 oc bracing.
WEBS 2 X 3 SPF Stud •Except` WEBS 1 Row at midpt 5 -7
5- 72X4OFNo. 2- G,4- 72X4HF Std, 2- 132X4OFNo.2 -G
REACTIONS (lb /size) 7=285/0-5-8, 13 = 355/0 -5-8, 12=441/0-5-8, 8 .420/0-5-8
Max Horz 13= 884(Ioad case 4)
Max Uplift7-- 317(load case 3), 13 =- 256(load case 3), 12 =•318(loed case 4), 8-- 374(Ioad case 5)
FORCES (lb) - First Load Case Only
TOP CHORD 1 -2 -47, 2- 3 = -73, 3-4- -136, 4-5 -40, 5- 6 = -25, 5 -7- -214, 2 -13- -306
BOT CHORD 12- 13 =12. 11 -12 =- 394, 3-11=-373, 8 -9- -369, 4-9- -353, 7 -8 -29, 10-11=38, 9 -10 =44
WEBS 4-7 = -32, 2.12 -6, 3- 10 =50, 4 -10 =63
NOTES
1) This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground level, using 5.0 psf top
chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition
I enclosed building, of dimensions 45 ft by 24 ft with exposure C ASCE 7 -93 per UBC97 /ANSI95 If and verticals or
cantilevers exist, they are exposed to wind. If porches exist, they are not exposed to wind. The lumber DOL increase is 1.33,
and the plate grip increase is 1.33
2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrem with any other live loads per Table No. 16-8
, UBC -97.
3) A plate rating reduction of 20% has been applied for the green lumber members.
4) This truss has been designed with ANSI/TPI 1 -1995 criteria.
LOAD CASE(S) Standard
lO agj
Q
0 0-- 0 pr- .
• 4 c .. 2002
eN
R NO I°
A "WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE May 15,2002
Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for an Individual
building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of
component Is responsibility of building designer - not truss designer. Bracing shown Is for lateral support of Individual t
web members only. Additional temporary bracing to insure stability during construction Is the responsibility of the erector. >w
Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance MI
regarding. fabrication, quality control, storage, delivery, erection, and bracing, consult QST-66 Quality Standard, DSB-
e9 Bracing Specification, and HIS-91 Handling installation end Bracing Recommendation available from Truss
Plate Institute, 563 D'Onofrio Drive, Madison. WI 53710 MITek Industries, Inc.
£/Z 'd g96£' S3Ib1SNGNl )13111T — NE '91'4E11
BACK ADD ( �,
ADDITION OF C/ C C /
ADDITION
AN21 ❑ _ I
MATCHINV
EXISTING l CITY OF TIGARD
ASPHALT f A pproved
SHINGL Con Approved I 2002
I For only the work as described in: JUN - 7
"BAY" CLOSET PERMIT NO. ST? -4a2 - nc ) ZSS
I I��- vI I I ❑ ❑❑ M. ' BELOW EAVE. 1 ):
See Letter to: Follow
=���I IL ( �� Attach
1� IM i I I I I ❑ ❑ ❑ •• Job • It" ! tt ZC S r.J (I 3 P �� I I I I I I ❑ -- ME By:
Date: o .
NMI II•I II I ❑ — — Ate,
I II II II II I is / ADDITION
SL3680 (2)C15
: AY WINDOWS
FRONT ELEVATION BELOW EAVE. _
ADDITION � AN31
(LOOKING EAST) ANel f AW31 AW31
' 111111
..
MATCHING EXISTING I 11 y
Z C S HINGLES SH N GLES Q
HI I ' G I11 I , I �r � � 1\ II I ("
"BAY" CLOSET ;III AW31 AW31 El ElE1 EEI
BELOW EAVE.
I I 1C9 EXISTING I ❑ ❑ ❑ MATCHING
111 GROOVED GROOVED
❑ GROOVEDL�
SIDING ❑ — — SIDING
I Min own II', ® ® I Wei
S
(2)C15 L3280
16 "X6" LONG 4 BAY WINDOWS SIDE ELEVATION 16 "X6" LONG
VENT. BELOW EAVE. VENT (TYP.)
(LOOKING NORTH) (2) PLCS.
ADDI TION
MATCHING
( ASPHALT
SHINGLES
EXISTING
ASPHALT
_ SHINGLES )
AW31 AW31 CR13 CW23 CW23
■■ MO ME NEW ■• U■ ) 14 III��
MI 0 MI ` El .... ;, ❑ ❑ ❑ WINDOW MI I MI I MEN. _ EXISTING
A ATCHING , ❑❑ ❑ ONLY ME�� In r VERTICALLY — — El \ 3 \\ \
VERTICALLY
GROOVED
CROOVED a SIDING
• SIDING - — 11 ' WM • > ®• ® I
L3280 I BAY WINDOW - 16 "X6" LONG BELOW EAVE. \ \I "BAY" PANTRY CLOSET
VENT (TYP.) BELOW EAVE.
(4) PLCS SIDE ELEVATION
(LOOKING SOUTH)
,ono 1 /8._,' -0' ...w in sawn .. M.�. SWOT.
.. OS/01/2002 man ." sa. m OF .LZ'
11820 S.W. 1 PLACE, T ARD, R.
PROPOSED ADDITIONS TO EXISTING DWELLING _
,K,,, aE ama ;PPS ELEVATIONS 118 28 0 -1 13 P 1
ADDITION MATCHING
ASPHALT
SHINGLES
— ` _� Ii
NI � I,I__Il lj I BAY" CLOSET
DECORATIVE I BELOW EAVE.
ROUND PILLARS AT t—�
FRONT CORNERS. - I] F ,
I]
ICN14
1
BAY WINDOWS
BELOW EAVE.
OPTIONAL
PARALLEL CHORD
TRUSS S OVER DIAGONAL FRONT ELEVATION
FULL SPAN OF
DINING ROOM. (LOOKING N -E) MATCHING SHINGLES ON
WOOD
BOARD-SHEETING ON
ROOF PITCH TO SUIT 02°)C./0/4 Z�RAFTERS AT �' t �-
FUTURE EXTENSION OF 24" CENTERS - CONNECTED ONTO Lr�S
EXISTING ROOF LINE. (SEE DETAIL SHEET) DOUBLE 2 "x6" TOP- PLATES AND j i _ 0.1." �, Ve
TO EACH 4 "x12" BEAM. ( � (�.•
NOM. 4" THICK WALL - I �
FRAMING 2 "x4" 0 16" CTRS 1 5 -g T s �"^ b ' d �'
1 (O 0 � S OR BRACED ENDS OF TRUSSES. -___ 7' -9 . Z 1 4 Q I ' 83 l\ .. L' �'� � �� CUT BACK ROOF- EAVES;
` SEAL do FLSH TO 1 "(MIN.) PRE- FABRICATED � SL ,_831..l - " 5' -2" _ l t"IlV
�`� TRUSS (OPTI -
SLOPE AWAY FROM VALLEY. ' \ FULL SPAN OR
'�i" ' TR
UP TO PARALLEL CHORD TO MATCH TRUE r
I", TRIM RAFTER DEPTH
T@P9RB9. J AND OVERHANG
'® 4 TRUSS.
{ / i ro TO MATCH TRUSS
20 ,� I ` N :1.1 o TOP CHORDS.
o y ........... \ � S
� EI 4
J `
` I I ME MI
= AW31 AW31 illk, , _L— NOM. 6" THICK WALL -
�_ ® ® NOM. 4" THICK WALL -
F
N N
RAMING 2"x4" THICK WALL
CTRS. FRAMING 2 "x6" ®24" CTRS.
LIGHT STORAGE
ABOVE 4x4 POSTS 16 "X6" LONG
VENT (TYP.)
2 "x6" 0 16" CTRS. (2) PLCS.
CONVERT SLIDING DOOR
INTO NARROWER
CONVERT WINDOW DOORWAY.
INTO SMALLER
SERVING HATCH. SECTION THRU' GAMES ROOM
(LOOKING EAST)
SECTION THRU' DINING ROOM
(LOOKING WEST)
tows I/♦!' -I' -0' ."..OK" t" MAW m M.L SMOr.
. — r' WOI/2OO2 MOO /M1 vs lo. Z oc ! .
11820 S.W.113th PLACE, TIG RD, OR.
PROPOSED ADDITIONS TO EXISTING DWEWNG.
, V. Pt IT IM ,,,, ELEVATION & SECTIONS r7820-113 icy,
1
w ------__ — 1---
BOUNDARY DARY LINE
\ ma n�
�' R U R.W N z Z R.W.D.P R.W.D.P Hie 'N.-Ns\
• RAIN WATER � _ \ — �— — .M
TO STREET. — _ _
\ GAS / , __, V Y , ' Ni,
0o / / / $/ / // ' ROL'ISED ADDITION
s
\ /
O Dmz / / e / / /
y �m� / / / / / / // _/
E`\ U / / / / / / / /
V / / /' / / / id / / / ' 1p
/ / / ; / / / / / �'�r / �,_�
/ ,,It � I ' / / / / .. , , � / / / / / 0 0
EXI 0 ( t i ,.. rm J -
C do . ..- - 8 - 4 . \ Anka as 1 / 4 --" lil / 4 v' / / / ,/ / / / // / / /
to / , / / / / / ,v 0,,,,, / ' ' /' / ' / /' ' / / /' ' /
In
' ' ' ' ' ' 9 ' '
l� / / / / / / / / / / / / / / / / / /// / / // / /4 / /, / / / 0
-4 v
o
) -
v
/ D
OD ° r
o., \ o Z m Z z
• / - 2
Cm
N HEDGE LINE— / EXIST. FENCE /
_____i
N BOUNDARY LINE
_ — —
�,
g =iz
sw-r oF,z
11820 S.W.1 13th, PLACE, TICARD, R. -
PROPOSED ADDITIONS TO EXISTING DWELLING
SITE LAYOUT 11820-113 P 1
I
1") ia.
-1 o rn
i
Z1
W J
J
O
n_ 2
fl Nr L
M W F
-~ 0 • .
co, � LI3 o
3 30
q i a
W
14' -5" REF. 6" REF. �/� i,i �a
4X4 POST ` i
OR DOUBLE '�'
• STUD. . ��.
,flfl, / /iV '..
BRACE NOTE:
\ ZONE / AT AREAS DENOTED ' I BRACE I '' 5 % = PROPOSED - - CONSTRUCT BRACIN — NE
< _ ; GAMES 00M ; _ z
W J W 1 W LJ Q PANEL AS PER
METHOD -5: UBC1997
Ix w
13 ISO – > > I QZI N J t
a) v m N 0 0 p 3
a a — �t
® om o � I N
`a Li) y Y ) 0 0 N O N ,
X X I x N cD
4X4 POST w CV
OR DOUBL kAll
I I
'ammimmimmm ai —mmEmm
7' – 6 1 111I',
I ' • BATH`
l
ww I RM 3
■sue I
I ] ii1
CD
5 1.,_ cD , —J ; PROPCSED = J 0 RE –USE F T UR = c I EXIST. FRONT _ 2 , 0 D�NING�ROdM DOOR M.... I L KIT HEN o °
w —,n
W
I c� c.) I I
0 ° I = .�
- 00 (T) IMI
X % J
N
I
•
`i Al ��
1 4 –6 5 2 LT., 4' -4"
W I I
I H
>I
._=. _ 1
4X4 POST
OR D OUBLE –8 3/4" I
BAY WINDOW STUD '3
BELOW EAVE. i ONV. Ti
i NARROWE ATCH 4' -1 1
DOORWAY i I ,
■ 6' -1" EXIST. REF. =� II
EXIST. REF. BE REMOVED.
SLIDING SLIDING DOOR
"BAY" PANTRY TO BE REMOVED; __ __ ui r.1 II CLOSET BELOW E —
AVE.
REPLACE EXIST. WINDOW
\�"j� 8' -2 1/8° WITH SMALLER BAY
WINDOW BELOW EAVES.
B O EXIST. REF.
i -- <9O � \c��F SMALLER III "BAY" CLOSET
F 9 \2, BAY WINDOW BELOW EAVE.
NEW WINDOW li
TO EXIST. ,�
DINING ROOM. — _
P _ ..
P S f�OPOSED — •
4x4 POST EN rIR Y c) ; .,
us. co
PART – VAULTED
CEILING. / / i'
BAY WINDOW BELOW EAVE.
j (2X6 0 24" WALL FRAMING)
/ 4" Ref.
8' -8 1 /8"
WATERPROOFING NOTE. THE NEW ADDITION
AND FLASHING TO ROOF PITCH TO FIRST BE - - -
N EW VALLEY -LINE. CONFIRMED ON SITE : -TO SUIT SCREENED
FUTURE EXTENSION OF ROOF VENT.
EXIST. ROOF PITCH. (4) REQD.
GABLE -END TRUSS OR SCREENED N ATTIC PRE- FABRICATED
`\ _ I+ VENT BTWN. PRE-FABRICATED ROOF TRUSSES /
WALL FRAMING. \� RAFTERS ROOF TRUSSES WITH (2 "x6" RAFTERS
MIIIMIMIIN � II I % /1 EXTENDED -GAMES ROOM)_ ASPHALT SHINGLES
II j , %' \ TOP -CHORD VENT TO MATCH EXIST. SCREENED
' II EXIST. ' B ON 1 /2" ROOFING SCREENED VENT: E AVE
2 "x8" NAILED ,i II GARAGE ' _ RAFTERS. PLYWOOD OR BETWEEN
TO STUDS TO II - ' PARTICLE BOARD RAFTERS OR
• 1/2" GYPSYM SUPPORT GABLE- TH RMAL AT Eft. CTRS
CEILING BOARD. END TRUSS WITH II IN ULATION¢ 0 \ IN TRUSSED ATTIC.
• EXTENDED 2 "x6 II / - B ILDING PAPER OR a
B OTTOM CHORD. II 1.- -"!!!... \ NEW RAIN
FRONT / VERTICALLY GROOVED _ - -- " P.V.C. - TYPE"
AT FRONT ADOITON: II WOOD SIDING BOARD SHEETING. ICI , WATER GUTTER.
VERTICALLY GROOVED ENTRY ii TO MATCH EXISTING - - i d TO MATCH EXIST
WOOD SIDING BOARD II ON BUILDING PAPER - -- PARALLEL CHORD L km. BUILDING PAPER ADDITION. ON 2"X6" SSS DS `_- WALL FRAMING 1.-: \\ ,
TO MATCH EXISTING T HERMAL �_�
I GAMES ROOM: V
I
" � I cx DD U •
k
1 INSULAT
ASPHALT SHINGLES
. I __ TOP PLATE. 2'
J
TO MATCH EXIST. THERMAL \ /
ON 1/2" ROOFING Irn __ INSULATION _ \ \ ER INSULATION :i
PAR C BOARD. � . 01 a - 2 _ t 5 L.. 11 Ii ii ti i1 LL f 1 (1 : 4
I
1 DINING do
��G WATERPROOFING - -- n2 THERMAL BATH ROOMS: k_•
�
" AND FLASHING TO INSULATION ci DOUBLE ,,�,�
` ' `- ¢ � � i SUI T. LIGHT • j TOP PLATE [ , / ' 1
� ���� NAIL PLATES / CONNECTORS ` GUTTER SHAPED To STORAGE z w
I
GUTTER HEIGHT �� THERMAL NAILED / BOLTED TO SUIT AND LAID TO z O HEADER N
TO MATCH 11 I i� I
AT FRONT ENTRY HEADERS. \ 3" SLOPE AWAY FROM _ AREA w N
INSULATION STUDS / HEA E VALLEY. I / 0 ° TYP. ALL I d
EXISTING. II I +.1- VENT. /�� N N WINDOWS. I 1
II 2 0 \ \� I , (2) READ. L_ c I I
II II BETWEEN FRAMING. 34" PARTICL BOARD ON 0
I w z EXIST ROOF _- /-2 x6" JOISTS AT 16" CTRS. ± / p j I I+ I
I- 1 r..../ I
II I
0 N SL 1/ LL SL 1L u:‘,' w
II I o o THERMAL I_ / 7 0 2"X6" STUDS AT
II 8 o I NSULATION I TRIM EAVE - ROOFING BACK TO o --co Z 24" CTRS.
_ a I� EXP OSE EXIST. TOP PLATE O *—
Y a AND TO ALLOW FOR NEtH p > -
-
DINING ROOM:
THERMAL (( �� vow I� . 0 _
< - 2 "X4" STUDS AT
INSULATION 1 Z� ¢ Al TO EXTEND m J I 16" CTRS.
1/2' THICK GYPSUM m DO NAILPLATED CONNECTORS AND � �J
SCUD BLOCKING TO ° o p :j I
WALL BOARD. a � � FIX NEW WALL TO TOP 0 . I
NAIL PLATES / CONNECTORS i 0 < 0 J THERMAL
NAILED / BOLTED TO O
1 9= 8 m
STUDS. — j ��_ n(� -ff z ! INSULATION
p wo 9P ,Xj 1 ta..4- Cid7 XIST. WALL FRAMING. (n ° �� �! /t0 T� /i
r- r a SHIM- BEARERS 1/2'
ALL BOARD ON GYPSUM a Oo < � ��WOOO C SIDING OA D
6 � �y�l - T Z Z BOLTED INTO
v im ',, . _ w � EXIST. CONCRETE 2 "X4" STUDS AT O 0
o f '- I I
ON BUILDING PAPER
'� • S AT 4f. - Maz,CTRS. , !, n,� hArr • 16' CTRS. Z � _-_1, TO MATCH EXISTING
0 n c' 4f . Max CTRS. �1 9 I� /2" PARTICLE BOARD ON y mgx ° I yl $� � J RAIN WATER
Or
� + ¢ ^ l � 2" THICK T&G FLOORING. ') j ^ : DOWN PIPE
��� - V �1 1
1 • 9 ,1 CONNECTED TO
►. _ EXIST. R. SLAB - E DRILL THROUGH EXIST. WALL FOR - `∎ U /GROUND
a 4 1 (GARAGE FLOOR) � - - - -yIF 1 /2" B THROUGH
AT Oft C1RS. UP VC PIPELINE.
PRESSURE TREATED 1/2' 0 BOLT AT Vl 4 "z6" BOLTED TO EXIST. RC WALL. 4 REBAR
2 "X6" BOTTOM PLATE
fri 6ft CTRS (max) AND ' u u I — EXIST 4 �� III F = �jo5j� 16 "X6" # 1 ft m n FROM �_ 1 - - - -n n — _ VENT I 1 PRESSURE TREATED
4 REBAR (min ) - - 1
If I I =II p jl I IIIIIIIII 1wu2 "X6" BOTTOM PLATE
16 "X6" `` CORNERS T = if f� II -I 1 XIST. PATIO CONCRETE fir- o II-II
VENT. 1 EXIST. - GROUND LEVEL _ _ _ ,, I .I"I,�IEXIST. R.C.PERIMETER WALL.` 4 "x6" BEARER ON I III11=11 _ _ EXIST. R.0 SLA: I TO BE DEMCUSI FJ1. w 4 "x6" POSTS ON 111= 1=1
I : iz Q 1 11 ° f�� 4 REBAR 4" THICK. I I 1 11=11 = EXIST. RAIN WATER PIPE AND '� w Z G p 18" DI A. x6" THICK
n O U- w I II I I EXIST. R.C. FOOTING o
Z F O c� APPROVED P.E. P.V.C. -
II I- I "TYPE "I I a =l M O F N F CO TE PADS #4 REBAR
¢a O GN G I =I =I AT 4tBCTRS SHEETING - ALL LAPS SEALED.f- ` -L�'- _1 LAND DRAIN PIPE. I Z¢ o AT MAX Eft. CTRS• I,,.; r EPDXY- ANCHOR ENDS
1 - ¢ ° I I 1 1 • PPROVED "P.E./ P.V.C. - TYPE" U Q I INTO EXIST. CONCRETE;
01 r.-11 > o SHEETING - ALL LAPS SEALED. w w CC 4_ N4 REBAR j = I j YPICAL.
-
1 1 v Z a ¢ - 1►11= CONCRETE BACKFIIL — — — � — n -u —( AT Oft CTR ----
-m x x m L.. _Tre IN POCKETS BELOW n' If ii4 1=1' 11=11
w w 00 88 1V1 =11 111= 11 =11 =1 11 =11 =1 I 11=11=1 •
I'..n 1 =n n • EXIST. R.C•SLAB. I II =ii .11 1[ _ _ 11 =11 -
II II 11 II :n 17= : =1 T IIK�I = I . � o
I =1111 1T . •'
11 -11 11 =11 II -II
_ If 11
FAH _ = 1
■ Ilc l= ii= ru =ii =1 II = 11 =11 11=11 7f #4 REBAR
BAR 1T E - II =1f. SEE TYPICAL INTERNAL 11 =11 =1 TYPICAL PERIMETER 11111 =1
III ►1.11 TYPICAL PERIMETER Ire TYPICAL INTERNAL POST & BEAM 11 11=11 1 R.C. CONCRETE 1
1 R.C. CONCRETE =I =1I POST & BEAM DETAIL. DETAIL. 1'
DETAIL. DF7All
mg, I/2 " -1'-O" ..acs m mow m ILL SMIOT.
^_ rm. 06/01 /2002 aoo s" war w. "I. Of 1 -
- 11820 S.W.113th PLACE, TIG RD, OR.
PROPOSED ADDITIONS TO EXISTING DWEWNG.
1i. Ma n �1rla " AWL DETAILS 1 11820-113 P 1
inm
I D
• 0 1' 1 PRE— FABRICATED
P RE— FABRICATED SHAPED TRUSSES STD. TRUSSES 2 "x6" RAFTERS 0 24" CTRS. '
A /\
y 1 ,t
R.W.D.P R.W.D.P
R.W.D.P o o
Iii I —JU 1 i o•---- I ∎ICI ∎i ;■■■!
em 1 C HE
Z _ C ILIN,. HD GHT!
1
�� �
� X12 BEA b
\ A I BELOW RAFTERS
❑ � . ix VA T ED CEIL i , , I I I I I I II I I I
1 I • \ . ❑ • • ❑ ® ❑ � 4X12 BEAM I LO,ATI N Felt 0•TIO AL /— — —
1 O �� 7ELO R• TE'
8d 5— 01N } ., j '�' I ' PA'AL L • ORi TR 5S.
+2 (\ - 6\' =Z 8' CEILING El c' T
,�Sjc�S ����` %���1rj,, v c i � i I � L IG T S ORA E I AT•IC � • ,'ti� mX �L. 1 01174. _ __•rs �-- .I. w ".�: ., : i� 4 Z ii;,7,�i7 ;77 -.7 riu
MI INA 3 IhF4■■■
-1 m 0 9��� , m �� ma < c
tlie* .� N t� t*1
2 X0X oG ■� _ ❑ ❑ i �N�
z ti \
o ammo �� _ ,; ■ ■■I
. NJ 1
N NJ _ � i � ' "AI _■ ■ 111 im 04,
z ■
p E_ 0 E � !.�� IC I
N mN 0-I3 0 o m x ■ ■ -i r
1n -
N O z co c '* ■ 1 x) N
n m -0 0 o-1 MI
0 x '-6_ 1
C r D f o n cn
N 2 ''' � � � O D D 1 n > 2N
A Z . m z * 22
r = A
—1 D
T
sac 1/•'.1•-0' o n ., n N SWOT re. .L SWOT
. WE 05/01/]002 I WOW= i
moo h'• l mai n. 6. Of_17-
11820 S.W.113th PLACE, TIGARD, OR.
PROPOSED ADDITIONS TO EXISTING DWELLING
awm ..o .n.
K,. rrz n KSCRIP1104 IM ,. 4 ROOF PLAN 11820-113 P 1
\ 17 r 1 - _
- I 71 10' MIN. CEILING HEIGHT i
\
A „ 8' CEILING HEIGHT m m 1
I 4
\ '� EXPOSED Mli
4X12 BEAM OVER
1 ■ VAULTED CEILING
i l r liiimomminir /'� L J 4X12 BEAM OVER
D D (..)L__
r
UTURE (S LIGHT TORAGE D n -, m m
�� U I l•ANGE VENT ABOVE m m0 z
^� /�+ - � 8' CEILING HEI r N
O L ��� -- cn z
^ ‘r-'4-(2.
. , ^ - O � I P \�1 \ \�I= - -- �1 = - - . \\— Viii /Iii
,, , ,, llmmilelll � 1 ' I �� ____ _
,,--- y � ° — ICI
lb I I � 1 __ —
` _ .�Is���!.1_ _ 1111 al I � i I i - ice ot 1 ,
/ -- ', n 1111 hill 1111
m — I 1 I
li I I
Z ( _____ ___ _
� ���������� �. ; H 4 L
I —
■
k ■ \ ,., 1
�I
1 — 1 I 1 lI1L - -► ,
--C)Nm
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n' n.7-iIA �Nr
z V) C)
r X
N
. " 4
. .-k =l2
5.4T , or
11820 S.W.113th PLACE, TIGARD, OR.
PROPOSED ADDITIONS TO EXISTING DWELLING
CEILING PLAN 11820-113 P1
• i a i a-
BOUNDARY LINE �5o rn
1UQ o
LL.I
ifl = 2,
� n g
4 "x6" BEARERS _c o cr
AT 6' MAX.CTRS. 6 "x16" LONG o I t t 0
w VENT. (TYP.) U-
< a l BRACE" (9) PLCS. i 1 31 m • m \ / ZONE ) — (// < m
t reogWIEMINglemsmv- ` I RONo \
I I \_ ' I
6" WIDE R.C. e o o0 >�' .-z 0
FOUNDATION WALL ON r- O
` 1 : ,,% ', a 12 "x6" R.C. FOOTING. i s 0
N S \ AROUND PERIMETER.
■ W REINFORCED WITH i
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- rat. 05/01/2002 Moo n. ow IS 1-0 Of L7_
— 11820 S.W. 113th, PLACE, TI ARD,OR.
PROPOSED ADDITIONS TO EXISTING DWELLING
EV. JIM By > a wrn LIGHTING AND POWER 1 1 820 -1 1 3 I P1
4 . ,
BOUNDARY LINE
\ r fLfP H p m o m > n� -
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_ H rIl 11820 S. .113th, PLACE, TI jA RD, OR.
PROPOSED ADDITIONS TO EXISTING DWELLING
UTILITY SERVICES 1 1 1 820 - 13 I P 1
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GIVEN CODES ARE
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ME. 05/01/2002 naeio n. ow m. 12 -or Li-
11820 S.W. 113th, PLACE, TI ARD,OR.
PROPOSED ADDITIONS TO EXISTING DWELLING
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