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ANTON PARK, LOT 22 = et N o E
N.W. 1/4, S.W. 1/4 SECTION 34, T.1S., R.1W., W.M., z 2 o 6
CITY OF TIGARD, WASHINGTON COUNTY, OREGON ° �' `°
200 SF BUILDING ADDITION c N .m r E
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TAX LOT 6000
ADDRESS: PROJECT PLAN iii SITE VICINITY MAP
12440 SW NORTH DAKOTA ST c
TIGARD, OR 97223 SCALE: 1"=20' SCALE: NONE (gaj a
ri o
ZONE: R7 Contact Info: a
SETBACKS (MINIMUM) Sheet List Tablecn
Owner/Applicant: -
�
FRONT 15' Co� :
Robert B. Smith Sheet cn
REAR 15' 12440 SW North Dakota St. THE EXISTENCE AND LOCATION OF Number Sheet Title SIDE 5' Y
Tigard, OR 97223
Phone: 503-310-4661 ANY UNDERGROUND UTILITIES OR p
C1 Cover Sheet
LOT AREA: 4,000 SF STRUCTURES SHOWN ON THESE L
E-mail: BuckSmith60@gmail.com E
EXISTING BUILDING COVERAGE: PLANS ARE OBTAINED BY A SEARCH C2 Ex. Cond. & Demo. Plan o
1,620 SF (40.5%) OF AVAILABLE RECORDS. TO THE Cr- z
Architect: C3 Site Plan z
EXISTING IMPERVIOUS AREA: Samedy Kern BEST OF OUR KNOWLEDGE, THERE a v7
2,450 SF (61.3%) P.O. Box 1571 ARE NO EXISTING UTILITIES EXCEPT 1 Elevations 0
PROPOSED BUILDING COVERAGE: Hillsboro, Oregon 97123 THOSE SHOWN ON THESE PLANS. 2 Foundation Plan ti,�
1,880 SF (47.0%) Phone: 971-563-0552 THE CONTRACTOR IS REQUIRED TO
PROPOSED IMPERVIOUS AREA: E-mail: Samedy@kem-consultant.com TAKE DUE PRECAUTIONARY 3 Floor Plan Revision Date
2,575 SF (64.3%) MEASURES TO PROTECT THE 4 Roof Plan June 1, 2020
EX. MAIN FLOOR: 1,000 SF UTILITY LINES SHOWN ON THESE
811
EX. SECOND FLOOR: 483 SF DRAWINGS. THE CONTRACTOR 5 Building Section
NEW LIVING ROOM: 200 SF FURTHER ASSUMES ALL LIABILITY
AND RESPONSIBILITY FOR THE
TOTAL: 1,683 SF
UTILITY PIPES, CONDUITS OR
EX. ROOF: 1,620 SF STRUCTURES SHOWN OR NOT Know what's below. Cover Sheet
NEW ROOF: 240 SF SHOWN ON THESE DRAWINGS. Call before you dig.
TOTAL: 1,860 SF Cl
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P EXISTING OUTLET BELOW WINDOW / — — �` }—�__________-- J
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V — '"I EXISTING ROOF OVERHANG m I °°
x TO BE RELOCATED OUTSIDE OF (/ t \ /_ 1 N m (4),
�o j
SLIDING GLASS DOOR INSIDE A
x i IN BUILDING ADDITION I EXISTING A a
LIVING ROOM I
l REMOVE 120 SF OF — — — I t I
_2)EXISTING WOOD DECK I SANITARY SEWER LATERAL \ m r~ SS SS 0 0
REMOVE EXISTING �' ~ 1 _) ss ss U.431
� i ROOF DRAIN L
x �N 1 T1-11 SIDING I II So SD SD sq so So �_ So t O �1
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X EXISTING WINDOW � I I. �- -� 1 `-'ti--ice" \ � � Z
�g TO BE REMOVED I I I; EXISTING EXISTING = I ❑
0 _ — — — KITCHEN OFFICE O I CStj
EXISTING WOOD DECK I /;� y _'s� co
xN� 200 SF I // EXISTING I, ti ��
EXISTING FACE I LAUNDR
OF BUILDING ROOM EXISTING EXISTING \ O (S m
x [ ) EXISTING GARAGE DRIVEWAY \ N Cr-
(-r FAMILY ROOM /� I O
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PROPERTY LINEJ a(((( EXISTING FOUNDATION I1 F,---
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POWER LINE
I'"- EXISTING CONCRETE PATIO // __ �( — uca G UGP G �cdS LINE & a
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x I 140SF Y
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Revision Date
EXISTING CONDITIONS & DEMOLITION PLAN June 1, 2020
SCALE: 1"=10'
Scale 1" = 10'
0 5 10 20 (I%• �,1 Ex. Cond. &
Demo. Plan
SCALED FOR 11"x17" `�'��l C2
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ELEV: 207.00' o o c
N �->� ELEV: 207.50' a c CO
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X I SANITARY SEWER LATERAL m
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PROPERTY CORNER j,J
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ELEV: 206.00' PROPERTY LINE PROPERTY CORNER \ �r
�� ELEV: 206.50' �r o
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LOT AREA: 5,444 SF Scale 1" = 10' Revision Date
EXISTING BUILDING COVERAGE: i June 8, 2020
1,620 SF (29.8%) SITE PLAN 0 5 10 20 `''�'� CITY OF TIGARD
EXISTING IMPERVIOUS AREA: SCALE: 1 =10 �� Approve Planning
2,450 SF (45.0%) SCALED FOR 11"x17" p
PROPOSED BUILDING COVERAGE: Date: (Q�r�7A
Site Plan
1,880 SF (34.50/°) ',[11tIa�S:
PROPOSED IMPERVIOUS AREA:
2,575 SF (47.3%)
C3
. j/ COMP SHINGLES ON 30 FELT ON
' GDX PLYW'P OR EQUIV. ON \ Z
2X10 RAFTERS A 24' D.G.
z 111
_I SamedyKem
-- -- _ - - 7 designer-consultant
2'-0' m customdew-stockpins-remodels
` / 12 _ ___-- - __..................... z AO Bar 1571
wwumom o.ao sn33
6 —_—__.....- fox:e81311.5610
9. EbN A : �<M®Aemswvubmrt:wn
"success is not be measured
1X2 2X6 BARGE BOARD -- tU reached ill my life,bby the position ut the
obstacles he hos overcome
while trying to succeed"
TOP fE ____---- _ - — -Brooker T.
'...-.'-....'l
.____-_ _-- - Washington
LAP SIDING -- _ -- Written dimensions
---' - on these drawing
shall have
precedence over
ZO
----------- - scaled dimensions/ - — ________
' ' Contractor shall
55 X 4' CORNER TRIM BOARD — — ----, assume responsibility
r d B { for all dimensions and
io r --•--..-. — — conditions on the job.
.._. __... _—_—__� Samedy Kern,
_ .
______ Designer must be
-- .-.--_.- _____ .. notified and consent
r— - to any variation from
------------ -' i' X 4' CORNER TRIM BOARD W/ dimensions selfo forth
$' HIGH BACK 'Z' FLASHING AT herein.
TOP OF SUBFLR TOP — ___.�_._-._____ — ..___ This document is the
\ __-
- - _ property of Samedy
_ Kern,Designer. No
reuse to reproduction
is allowed without the
111
written consent from
B � � Samedy Kern.,` .3 ' " '
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I C7 Date:
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SI
/Footings and Foundations; Residential Concrete: coNNEcroRa SEA" 12'-6'
I,QUANTITY AS SHOON ON DETAILS -:::c:_r;-----__.. .__-_....;.-.- /
1. Compressive Strength.Required minimum compressive strength of concrete(psi)at 28 days: 11 GUSSET e. In STRUCTURAL SHEArH NG
a)Basement walls,foundation walls and other concrete not exposed to the weather 2500 psi OR Ix4 WOOD LUMBER MIN.
b Basement slabs and interior slabs ongrade,except garage floor slabs 2500 psi OR 16GA.fOIDS9B1 STEEL R MIN. PLYW'D GUSSET
P g 9 (ONE SIDE ONLY
_ c)Basement,foundation,exterior walls,other vertical concrete exposed to the weather 3000 psi s1 NAILS. eG FOR In•STRUCTURAL SHEATHING
BOTH SIDES•SPLICES)
P P OR Ix NOMINAL MAIL.I®d FOR 1X NOMINAL 2 .d)Porches,carport slabs and steps exposed to the weather and garage floor slabs 3000 psi MATERIAL AND LARGER • 4x4 POST �,n ,��t "y`V yv� (� 3/4 m edyKem
Concrete shall be air entrained (5%-7%)for strengths of 3000 psi and 3500 psi and when subject to 41 WOOD SCREWS OR STAPLES W/PLYW D GUSSET 1 CONC.FTG ?r ""•VV"��" �J"� bl�' �4 /LL�
Tt�Yn�Nr n C C designer consultant
/'0'5 TED ALTERNATE. +:-Ore. f�r.7 astom Anon stutplam reirwdeLL
freezing and thawing during construction for 2500 psi concrete.See Table R402.2. _.---_..____ n D
PENETRATION END OR EDGE DISTANCE \ '. 3. •S .3 r.aea ,:/,
2. Footings shall be placed on undisturbed natural soil or engineered fill.See Section R403.1. / /�\ aawao,o.Oregon 9nz3
8d•1 Iq' 3/4' \�\ \ P 9]2.553,055I oxt sn.3IL5et0
3. Minimum depth. Bottoms of exterior wall,bearing wall,pier and column footings shall be not less than I0d•1 5/6' 13/16• �/t�//�//> e 71,563.0552 v.888.wmm.•.0
18 inches below finished grade. See Section 403.1.5 y,,p-m. "success isnotbemeasured
• GUSSET LENGTH TO EQUAL TWICE DEPTH OF BEAM
4. Minimum sizes for concrete or masonry footings shall be as set forth in Table R403.1 and Figure EXAMPLE 4X6 BEAM REQUIRED II'GUSSET. GUSSET DTL. by the position someone has
R403.1(1). See R403.1.1. \ reachedbs in myhail overcome
5. I- uu 1 \ \ obstacles he has overcome
5. Slope. The top surfaces of footings shall be level.The bottom surface of footings shall not have a slope 1 11 ' while trying to succeed'
exceeding 1 in 10. Footings shall be stepped where the ground surface is more than 1 in 10. See •1- r -I - I -arookerT.
Section 403.1.6. 1 I Washington
6. Ground clearance. Wood siding,sheathing and wall framing on the exterior of a building shall have a 2X6 T4G DECKING GLUE I ( . 0
clearance of not less than 6 inches from the ground. See Section R319.1 Item 5.
AND NAILED TO 4X8 I 6'-3' / 6'-3 I "7,I ;r
•
7. Seismic reinforcing. Foundation with stem walls shall be provided with a minimum of one No. 4 bar SEAMS ON 4X4 POST ON I } Written dimensions
COMP SI-TINGLES ON on these drawing
within 12 inches of the top of the wall and one No.4 bar located 3 Inches to 4 inches from the bottom of _ shall have
the footing. I8"4aXes LONG FTG WI 55" - - - - - - - \ precedence over
EXCEPTION:Foundations constructed monolithically shall be permitted to have a minimum of two No.4 --' BLACK PLASTIC LAP 12' I / I scaled dimensions.
bars placed in the footing. Section R403.1.4.1 6 JOINT. II Contractor shall
Where a construction joint is created between a concrete footing and stem wall,a minimum of one No.4 I I b assume responsibility
bar shall be provided at no more than 4 feet on center.The vertical bar shall extend 3 Inches clear of the I I A 1 for all dimensions and
conditions on the job.
bottom of the footing,have a standard hook and extend a minimum of 14 inches Into the stem wall.See 2Xrs P.T. SILL PLATE WI I I 5 '4 Samedy Kem,
Section R403.1.4. jj°mXID' A.B. 48' O.C. 4 _ L ( -^ _ 0 Designer must s
e
NOTE: Unless otherwise detailed on plan, a 6 inch 90 degree bend on the short leg (hook)will be , - a - notified end consent
12° FROM ALL CORNERS \ I to any variation from
considered as meeting the intent of this section. •9 - n J .9 dimensions set forth
8. Grounding electrodes. When concrete reinforcing bars are installed in concrete footings,the following I I 8 herein.
requirements shall be met to provide for a grounding electrode system: POCKET GIRDER IN FND I b This document is the
1. Uncoated No,4 reinforcing bar installed not less than 3 inches from the bottom of the footing and not I I 2 property of samedy
less than 20 feet in length encased with a minimum of 2 inches of concrete. WALL W/ 1/2' AIRSPACE
ON 3 SIDES W/ 55"FELT I I Kern, to Designer.prd No
2. An uncoated No.4 reinforcing bar stubbed up at least 12 inches above the floor plate line and tightly reuse to reproduction
attached to the reinforcing bar located in the footing with 3 ties. The spliced lap of the stubbed up bar to BETWEEN GIRDER AND \ I I is allowed without the
the footing bar shall be a minimum of 12 inches. Section R403.1.7 CSC r - written consent from
- - \ �Samedy Kern. .,../9. Wood sill plate anchor bolts shall be min.1/2-inch diameter,7 Inches embedment,max.6 feet on center I
and not more than 12 inches from a corner or mudsill splices or less than 7 boll diameters from mudsill I I I I r
B splice.Min.2 anchor bolts per plate. See Sections R403.1.8 and R403.1.8.1. PROVIDE (2) "4 AR
Plate washers conforming to Section R602,11.1 shall be provided for all anchor bolts over the full length INTO EXISTING FND WALL I I I 0
'1
of required braced wall lines.Properly sized cut washers shall be permitted for anchor bolts in wall lines AT EACH SIDE
not containing braced wall panels.Plate washers,a minimum of 0.229 inches by 3 inches by 3 Inches in I II
size, shall be installed between the foundation sill plate and the nut. The hole in the plate washer is _
permitted to be diagonally slotted with a width of up to 3/16 inch larger than the bolt diameter and a slot .fir
I 1 6' fit \ 1-4 + ~ \ \
length not to exceed 1-3/4 inches,provided a standard cut washer is placed between the plate washer I
and the nut. See Section R602.11.1. 1
10. Concrete slab on ground floors shall be not less than 3 1/2 inches thick.Where slabs and footings are "4 CONTINUOUS 00�aa
constructed monolithically,footings shall comply with requirements in Figure 403.1.1(1). • I11. Concrete foundation walls. Concrete foundation walls shall be constructed as set forth in Tables a ,�\�./ /,4�/\•R404.1.1 (5)and shall also comply with the provisions of Section R404 and the applicable provisions of \\/,Y// //\/� a\!
i Section R402.2.In Seismic Design Categories D1 and D2,concrete foundation walls shall comply with " \//�\�\ >` j
Section R404.1.4. \ `
Crawl spaces: ' "4 VERTICAL 4� 4' O.C. t-
12. Access opening. Crawl spaces shall be provided with a minimum 18 inches by 24 inches access 7_.4 a W
opening.Openings through a perimeter wall shall be not less than 16 inches by 24 inches. When any E E a Q
portion of the through-wall access is below grade,an areaway not lass than 16 inches by 24 inches shall V'�p
be provided. Pipes,ducts and other construction must not obstruct accessibility to and within the crawl ce .1. "4 CONTINUOUS ip
space. Section.R408.3.See Section M1305.1.4 for access requirements where mechanical equipment • E .
is located under floor. W• N
13. Under-floor space ventilation. The under-floor space between the bottom of the floor joists and the earth
ysri
under any building (except space occupied by a basement) shall have ventilation openings through � 3'
foundation walls or exterior walls. The minimum net area of ventilation openings shall not be less than 1 CLR. J
square foot for each 150 square feet of under-floor space area. One ventilating opening shall be
co
6 required within 3 feet of each corner of the building. The openings shall be covered with corrosion
resistant wire mesh or equivalent with 1/8-inch minimum dimension. Ventilation openings may be
N omitted on one side of a building. Ventilation openings may be omitted when continuously operated
I- mechanical ventilation is provided at a rate of 1.0 cfm for each 50 square feet of crawl space floor area 12' / 5/27/2020
C.).) and ground surface Is covered with an approved vapor barrier material. Sections R408.1 and R408.2. 8 N.T.S. Date:
14. sloDrainage.o Provide water a drainage from th crawl spacerm byw means t crawl space and foor heion inaigs /� � � ,
sloped for gravity drainage and extending to a storm sewer,street gutter,road ditch or other drainage 2a.
{`�/,r
way or raise the finish grade in the crawl space to the level of finish grade outside. Section R408.5
U 15. Removal of debris. The under-floor grade shall be cleaned of all vegetation and organic material.All "`- ~Ae,i*g, ;, - ®�,
wood forms used for placing concrete shall be removed before a building is occupied or used for any =*_ k . ,,,, 1 �. el
-; ill .ls;.. '�-
purpose. All construction materials shall be removed before a building is occupied or used for any , er - 6
purpose. Section R408.4 �� �^�r - - .a="�° tit---A , � --
SCALE: f/4"=1'-o" *_,
�_. J
Safety glazing shall be provided at hazardous locations such as: 12'-6'
• Tub or shower enclosures where the glazing is less : / /
than 60"above any standing surface or the drain. ' � � ]. / 6'-3' 6'-3'
• Within 24"of a door and less than 60"above the floor.
• Individual panes greater than 9 sq.ft.and bottom edge less WALL BRACE ALTERNATE METHOD E.T.
than 18"above the floor. CONTINUOUSLY SHEATHED WALLS SamedyKem
• Glazing adjacent to stairways,landings or ramps and 84/OR SEGMENTAL WALL A40 designer-consultant
within 36"horizontal from the walking surface when the , fvltOIlldeflBl SIttH�N Crt00ds
exposed surface of the glass is located less than 60"above the J
P.O em Y523
walking surface. URN GYPSUM BOARD IB 565.05m,Omy986311.
9A963.a551 IV.869.31Y.563a
T INSTALL f Mdl:mmehelem-mmila•..tm
• Glazing adjacent to stairways within 60"horizontally of the s 1 WTM
CHAPTER 6/0 X 4/e SLDR UJ/ "success is not be measured
APTER T bottom tread of a stairway in any direction when the exposed — _ 39" — 4X8 HEAD ER 39' ,by the position someone has
_ _ _ reached in my life,but the
unaD BTRucTRUAL
surface of the glass is less than 60"above the nose of the .tl�.�" -PANEL INSTALLED IN \ \ - I �' I \ \ obstacles he has overcome
ACGOrIDANCE WITH1 while frying to succeed"
tread. 16d NAILS 24 INCHES O . ' TABLE R6023(n m
-Brooker T.
• Woshingrorr
Ed NAIL AT 6 FICHES OG.
ALL PANEL EDGES)SMOKE&CARBON MONOXIDE ALARM
Smoke alarms with battery backup that are interconnected 3 I
Ed NAIL AT d FICHES OG.
and connected to the house wiring are required in each oN ALL FRAME* 1 i j.
I.I"0 Written dimensions
MEMBERS NOT AT PANELsleeping room,outside of each separate sleeping area in g I on these drawing
-shall have
the immediate vicinity of the bedrooms, and on each WOOD PANEL INSTALLED M tY B 0precedence over
additional story including basements. Ionization alarms are �+�INSIDE CORNER DETAIL 0- scaled dimensions.
ACCORDANCE OATH A N aT Contractor shall
?ABLE R6073(" �� Lit assume responsibility
not allowed near kitchens, bathrooms with tubs/showers, w tN( a'il'i
and HVAC supply registers. Photoelectric alarms are \ Tn YY o for all onions and.
suitable for all locations conditions415 ;.o the job.
WHET NT INSTALL LL IN B 0 Nt -. W 11fi H % 2t Samedy Kern,
PMBENT IN6TALL IN "r d' 3 I
/ tin Designer must be
ACCORDA2ICE WITH CHAPTER 1 - x X 0
/� notified end consent
WOOD STRUCTRY4L PANEL I 1 to any variation from
Carbon monoxide alarms shall be installed in each sleeping room INSTALLED ACCORDANCE I WOOD INSTALLETRUCT D 84 ACCORDANCE 0 9 I dimensions set forth
or within 15 feet outside each sleeping room door.CO alarms 22T14 TABLE R6033 r11 0 .0 O
may be hard-wired or battery-powered. CO alarms may be herein.
Yad NAILS 24 INGIES OG.
combination smoke/CO alarms when installed as required for ed NAIL AT D INCHES OZ.ON 1I This document Is the
ALL F .AITFGMEMBERS Nor '/ HDU2-SDS2.5 HDU2-SD52.5 property of Samedy
smoke alarms. AT PANEL EDGES r /W/ SSTB16 /W/ SSTBI6 Kem,Designer. No
.�_ I'f1 ,V reuse to reproduction
HVAC ed NAIL AT 6 INCHES OG(ALL t a NAIL AT r2 INCH O.C.C61 ALL t
PANEL EDGES) REAMING MEMBERS NOT AT I 3 3/0 X 6/6 DR Ul/ 0/ is allowed without the
Every dwelling unit shall be provided with heating facilities PANEL EDGES i 3/2 X 4/0 FXD — I7 w written consent from
Q Samedy Kern.
capable of maintaining a minimum room temperature of 68°F(20 (g)OUTSIDE CORNER DETAIL \ OVER W/ 4X12
°C)at a point 3 feet(914 mm)above the floor and 2 feet(610 ,\ \SPGR 4 4X8 0 ill
rNr \
mm)from exterior walls in all habitable rooms at the design X v temperature.The installation of one or more portable space TYPICAL EXTERIOR CORNER
heaters shall not be used to achieve compliance with this section. In'se-o' „I a s c 3 it
FRAM INCx FOR CONTINUOUS STRUCTURAL
REMOVED CE) 6/0 0,40
/ X 4/0 SLDR AND
4'-0'MIN. — REPLACE UJITI i
r BRACE PANEL WIDTH__ 6/OX 6/8 PATIO DR
—"---._ MN.2 W HEIGHT
TO 1 HEHT TO WIDTH O
RATIO. MIN 4'-B'WIDTH REWIRED
\ . , . . . . . FOR IV HIGH PCAr'F PANEL)
. SHEATHBLOCKING I EDGE NAILALL
BIIEATHING SPLICES.B FAMILY
KITCHEN ROOM
W FLOOR PLAN GENERAL NOTES:
MW.1716'PLY=OR 2 rvorriCAL -tl
W - BOARD STRUCTURAL SHEATHING `'l
i • 1) ALL EXTERIOR WALLS TO BE 2X6 STUDS .0 16' O.C. 44
4 ad COMMON OR GALV.BOX NAIL 2) PROVIDE SOLID STUDS UNDER ALL BRCz POINTS J
Lo r •4'OD PANEL EDGES 4 IV OG.
o a
MTER1EDIATE SUPPORTS
3) SMOKE DET. TO BE HARDWIRE TO HOUSE POWER
TN O . . 1161(3116d•IV QC.SILL PLATE TO
DES 4) PROVIDE SMOKE DET AT EACH SLEEPING AREA
1 EDGE NAIL LW •6'O.C.TO GREEN 5/27/2020
CD \ t I I, I PLATE. Date:
E
° STANDARD P.T.MD BILL UP MAY.In'DIA.
ANCHOR MOLTS EMBEDDED 1'SRO
—
dik �
CONCRETE•6 OC.IEOLT WRHIN tl'OF
EACH CORNER 12 PER PIECE �, .X
ellSCALE. WO... H . ..... .t ,Z..� ,j. ....1 .
BRACE '�INL =/a"=='•"
\._
1
p' (MN) ROOF
ROOFING SHEATHING
1. Ventilation required. Enclosed attics and enclosed rafter spaces gd NAILS (COM) ea
formed where ceiling is applied to the underside of roof rafters shall 6' 0.C. PANEL 2 X 10 RAFTERS 9 24' O.C. MI-1
• have cross ventilation for each separate space by ventilated openings EDGE NAILING --, / /
- protected against the entrance of rain or snow. Ventilation openings .F SamedyKem
shall be provided with corrosion-resistant wire mesh, with 1/8 inch •
2 _ designer•consultant
f minimum to inch maximum openings. Section R806.1 (For unvented / / custom design stock plans•remodels
attic assemblies,see Section R806.4) n.oeo s1,
-� INmbwo,fax:31.3113
2. Minimum area. The total net free ventilating area shall be not less j/ 9».563ASSI e:eea313.561o
...' f.MM'umetlYFaem.ron,upontmn
than 1/150 of the space ventilated. The minimum net free ventilation `� I E'� success i3 not bemeasured
area shall be 1/300 of the vented spaceprovided one or more of the ' I 4 , IX2 OVER 2Xro BARGE BOARD V bythebut the
P �� illir
1 obstacles he hose er position eom has
following conditions are met: `}1 �' ►34I 01 obstacles he has overcome
i �, , 1 _ _ (•— while tnrlog to succeed"
of the Class I or II vapor retarder is installed on the warm-in-winter side ,` .D H2.5A HURRICANE CLIP . -Brooker T.
ceiling. Washington
2. Not less than 40 percent and not more than 50 percent of the i ill EA RAFTER PROVIDED Sd 4
required ventilating area is provided by ventilators located in the upper X I l' NAILS e RAFTER 4
portion of the attic or rafter space. Upper ventilators shall be located PLATES ( FILL ALL HOLES) c- a. Written dimensions
not more than 3 feet (914 mm) below the ridge or highest point of the 2X FULL DEPTH on these drawing
space, measured vertically, with the balance of the required ventilation EAVE BLOCKING p shallhen
0� ce precedence over
provided byeave or cornice vents. Where the location of wall or roof scaled dimensions.
Q Contractor shall
WALL SHEET EDGE 0 Z
framing members conflicts with the Installation of upper ventilators, n m 0 assume responsibility
installation more than 3 feet(914 mm) below the ridge or highest point NAILING �� for all dimensions and
of the space shall be permitted. ul conditions on the job.
3. Fasteners for roof covering shall be in accordance with Chapter 9 of b IN 12 >
A Samedy Kern,Designer must be
Q notified and consent
the Oregon Residential SpecialtyCode, based on type of material SLOPE to anyvariation from
used. In all cases,fasteners shall be long enough to penetrate into roof TYPICAL SAVE BLOCKING DETAIL o
to forth
from
sheathing 3/4 inches or through the thickness of sheathing, whichever X �- herein.
is less. Sections R905.2.6 and R905.3.6 `Z This document Is the
4. Flashing shall be installed at junctions of chimneys and roofs, in roof property of Samedy
valleys and around all roof openings. See Chapter 9 of the Oregon ® Kern,toD reproductionod. No
Residential Specialty Code for specific requirements. 0 reuses to allowedw
� is without the
written consent from
5. Roof covering application. Roof coverings shall be applied in X `wamedcKem. J
accordance with the applicable provisions of this section and the
manufacture's installation instructions, Section R905.1 (A copy of code \
requirements for the kind of roofing material used shall be available on \ /
request.)
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• COMP SHINGLES ON 30.
FELT ON f' COX PLYW'D
OR EQUIV ON 2X10
I
RAFTERS a 24' O.G. W/
R-30 INSULATION -- ��� 'V' CAP OVER
BARGE BOARD SamedyKem
t •' designer-consultant
2X BIRD BLOCK AT msmmdesign stock p4ns reBakb
2 .'`:��. '�_ EACH RAFTER v.oeo=ssn
�j •':�`, on 97123
9)1.563.05HIlk�5]J•.r�BBB 311S61a
�'�" EMNI;wmedv®hmromWroncmn,
2'_(d' f,��,," "success Is not be measured
` / f1``Ir, 4X8 HEADER be the position someone hos
reached.�;���� obstacles In
e nolife,
overco but me
•':�1.` while trying to succeed"
it'
ATTIC ,���� Brooker T.
r'�� 4Xi2 SPCR Washington
l Allil/
TOP fE r_�ty INSULATED BAFFLE
�i� 2X BIRD BLOCK Written dimensions
'� • V on these drawing
j RADON CONTROL: PER O.R3 C.,APPENDIX F, • shall have
SECTION AFI03. FOLLOUJ ALL REQUIREMENTS AS ; I precedence over
REQUIRED,NOTING DAMPPROFFING,SEALING AT scaled dimensions.
ALL PENITRATIONS AT FLOOR LINE, INCLUDING • Contractor shall
DUCTING,HORIZONTAL AND VERTICAL VENT PIPING to • assume responsibility
ROOM r THROUGH ALL FLOORS TO EXIT ROOF AND ELECTRICAL —` • CONT, S.M. FASCIA GUTTER for all dimensions and
BOX IN ATTIC FOR POSSIBLE FUTURE EXHAUT P- • ON 2X6 FASCIA BOARD conditions on the job.
REQUIREMENTS. ' Samedy Kern,
CO SIDING ON 15•FELT Designermustbe
.• notified and consent
• ON I" COX PLYW'D to any variation from
Bette •. R-30 INSULATION OR EQUIV. ON 2X6 dimensions set forth
ttt� STUDS +a 16' O.G. W/ herein.
GRADE POLYETHYLENE • / This document Is the
CRAWL SPACE R-21 INSULATION property of Samedy
°�4�q�"gi'S�gia5 SHEETING TOP OF $UBFLR ir— Kern,Designer. No
✓Ny% y�oai`o,�T,o�, L- _ reuse to reproduction
�`q"i�``.F�T.i�`q�`o�iJ PERFORATED _.�._.. �. `� 2X6 P.T. SILL PLATE Is allowed without the
`�y��A��T:��gl;' --- DRAIN TILE Z written consent from
"jOq`q° E WI i'mXIO' A.B. ® 45' `Samedy Kem. i
��aa _. .':fii`:I�C°7i:'... O.G. 4 12' FROM ALL
I I 1 11 �, I CORNERS ON 6' FWD c______----Th
SUB-MEMBRANE DEPRESSUREIZATION FINISH FLOOR ON 2X6 T4G WALL ON 12X6 CONT ff.4.,
SYSTEM FOR CRAWL SPACE DECKING GLUE AND GONC FTG
NAILED TO 4X8 BEAMS
ON 4X4 POST ON COMP
SHINGLES ON 18'4X8' t
CONC. FTG W/ 550 BLACK t�
PLASTIC LAP eo 12' AT'
JOINT V
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