10435 226TH ST SW.PDFiiiiiiiiiiii
3520
10435 226TH ST SW
City of Edmonds Jr� 2C12 -Ggz_f
Site Classification Worksheet
Page 1 of 2
The project's Site Classification will dictate the specific stormwater management
requirements applicable to your site. Completing this worksheet will help determine the amount of
regulated impervious surface and whether your project falls into the classification of a Small Site
(Category 1 or Category 2), or a Minor Site. Please reference the Glossary (pp 10-11) Figures D and
E,_(pp. 8-9), and Examples (pp. I 1-12) to assist with completion of this worksheet
1) Is Permeable Pavementl Proposed For Use on this Site? ❑ Yes ❑ No
Refer to Stormwater Supplement Chapter 5.1
If YES, the subject area is to be considered impervious for initial site classification purposes. Include total
permeable pavement area in the calculation of Non -Regulated, Replaced and/or New impervious surface
areas in the table below.
2) Determine the Amount and Type of Existing & Proposed Impervious Surface for the Site
Refer to Stormwater Supplement Chapter 2 and Fig. C
Line 1: Identify the Non -Regulated Impervious Surface Area.
Line 2: Identify the Replaced Impervious Surface Area, dividing the total between Exempt and Regug_lated; either or both
may be zero. Note: For project classification purposes, Replaced Impervious may only be considered exempt
under certain conditions. Refer to the Glossary and Figure D.
Line 3: Identify the New Impervious Surface Area for your project. All impervious areas created post -July 7, 1977 or
after the date of annexation into the City are regulated & should be included in this total unless they can be
categorized separately as a Replaced -Regulated area.
Line 4: Enter the sum of the total Replaced -Regulated plus the total New impervious areas.
Line 5: Identify the total area currently mitigated by an existing city -approved stormwater management system.
Line 6: Enter the sum of the value in Line 4 less the value in Line 5 to identify the total Regulated area in which
stormwater controls have not yet been applied.
Line 7: Identify the total area proposed to be mitigated through the use of Low Impact Development Techniques.
Line 8: Identify the total area proposed to be mitigated through conventional Stormwater Management Techniques.
Xx Provide a copy of the following table on the drainage plan sheet for the proposed project *X
Line
Type
Area (square feet)
1.
Non -Regulated
Exempt
Regulated
2.
Replaced
F
O _...._.._.._._. __.
O
3.
4
New (Post 1977) 4 4 4 4 4 4 4 4 4 +
Total Regulated Impervious Area
Mitigation required i in excess o 2000s
�� Z
5.
6.
Total Area Mitigated by Existing Stormwater Management System(s)
Regulated Area Not Yet Mitigated _
(j
7.
Area Proposed to be Mitigated by Low Impact Development Techniques _
8.
Area Proposed to be Mitigated through Conventional SWM Techniques
(e.g. porous asphalt, porous concrete, paver blocks, concrete open celled paving grids, or plastic lattices filled with turf or stone)
hG)
.Q a^.� ._.
Revised on 310512012 E72-SWAP Erosiony;ryf}�Contro([pBl-03.05.12 %: + Page 5 of 12FLE
TREE
City of Edmonds
Site Classification Worksheet
Page 2 of 2 lg90
3) Determine the Total Area of Land Disturbing Activity /PfVI N6- 1. & +.& sf
Refer to Stormwater Supplement Chapter 8
4) Determine the Quantity of Grading, Fill and/or Excavation (S cy
5) Will the project convert % Acre or More of Native Vegetation to Lawn or
Landscaped Area? ❑Yes No
6) Identify the Watershed the Existing Site Runoff Discharges to
Refer to Stormwater Supplement Chapter 2.3
Based on Site Location and Watershed Map — Figure-C. Check all that apply.
A. [ Direct Discharge B. ❑ Creek or Lake Basin
Edmonds Way Basin
❑ Puget Sound Basin
❑ Puget Sound Piped Basin
DETERMINE PROJECT CLASSIFICATION USING THE INFORMATION ABOVE
AND THE PROJECT CLASSIFICATION CHART (Figure B, pg 4)
Small Site - Category 1 ElSmall Site - Category 2 ❑ Minor Site
Stormwater Supplement Stormwater Supplement Stormwater Supplement
Chapter S Chapter S Chapter 6
Revised on 310512012 E72-SWM Erosion Control-03.05.12 Page 6 of 12
GENERAL STRUCTURAL NOTES (The following apply unless shown otherwise on the plans)
CRITERIA
1, ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS,
SPECIFICATIONS AND THE INTERNATIONAL BUILDING CODE (2009 EDITION).
2. DESIGN LOADING CRITERIA
FLOOR LIVE LOAD (OFFICE CONVERSION) ................ 50 PSF
SNOW LOAD ............................................. Pf = 25 PSF
EARTHQUAKE ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE
LATERAL SYSTEM: LIGHT FRAMED SHEARWALLS, R=6.5 FOR SEISMIC RETROFIT
SDC D, le=1.0, Ss=1.35, S1=0.485, SDS=.90, SD1=0.489, Cs=0,1385
Vs = 2.063 KIPS (PER CALC SHEET L1)
3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR
BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR
COMPATIBILITY AND SHALL NOTIFY ARCHITECT AND STRUCTURAL ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.
4. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE & STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE
BEEN COMPLETED IN ACCORDANCE WITH THE PLANS.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS & THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES
REQUIRED TO PERFORM THE CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL
ANUU/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE
ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY
HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE.
6, CONTRACTOR -INITIATED CHANGES AFFECTING THESE STRUCTURAL DRAWINGS SHALL BE SUBMITTED IN WRITING TO THE STRUCTURAL ENGINEER FOR
APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT.
7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE
OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY
THE STRUCTURAL ENGINEER.
NOTES 8 THROUGH 18 ARE NOT USED.
WOOD
19. FRAMING LUMBER SHALL BE KILN DRIED OR MC-19, & GRADED & MARKED IN CONFORMANCE
WITH W.C.L,B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17. FURNISH TO
THE FOLLOWING MINIMUM STANDARDS:
JOISTS AND BEAMS: (2x & 3x MEMBERS) HEM -FIR NO.2
MINIMUM BASE VALUE, Fb = 850 PSI
(4x MEMBERS) DOUGLAS FIR -LARCH NO. 1
MINIMUM BASE VALUE, Fb = 1000 PSI
LARGE BEAMS: (INCL. 6x AND LARGER) DOUGLAS FIR -LARCH NO, 1
MINIMUM BASE VALUE, Fb = 1350 PSI
POSTS: (4x MEMBERS) DOUGLAS FIR -LARCH NO.2
MINIMUM BASE VALUE, Fc = 1350 PSI
(6x AND LARGER) DOUGLAS FIR -LARCH NO. 1
MINIMUM BASE VALUE, Fc = 1000 PSI
STUDS, PLATES & MISC. FRAMING DOUGLAS-FIR-LARCH OR HEM -FIR NO.2
20. MANUFACTURED LUMBER, PSL, LVL, AND LSL SHALL BE MANUFACTURED BY iLEVEL BY WEYERHAEUSER. ALL PSL LVL AND I.SL LUMBER SHALL
BE MANUFACTURED IN ACCORDANCE WITH ICC-ES SAVE REPORT NO. VAR-1008. THE MEMBERS SHALL HAVE THE FOLLOWING MINIMUM
PROPERTIES:
Fb = 2900 PSI, E = 2000 KSI, Fv = 290 PSI PSL (2,OE)
Fb = 2600 PSI, E = 1900 KSI, Fv = 285 PSI LVL 1.9E
Fb = 2250 PSI, E = 1550 KSI, Fv = 285 PSI LSL 1.5E
DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY iLEVEL BY WEYERHAEUSER. ALTERNATE MANUFACTURERS MAY BE USED
SUBJECT TO REVIEW & APPROVAL BY THE STRUCTURAL ENGINEER. JOIST HANGERS & HARDWARE REFERENCED ON THE PLAN ARE ASSUMED BY
THE SIMPSON STRONG TIE COMPANY. ALTERNATIVE HARDWARE MANUFACTURERS MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY
HAVE ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES AND APPROVAL BY THE STRUCTURAL ENGINEER. ALL JOIST HANGERS AND
OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS PROVIDED.
MANUFACTURED LUMBER PRODUCTS SHALL BE INSTALLED WITH A MOISTURE CONTENT OF 19% OR LESS AS DIRECTED BY THE ICC-ES SAVE
REPORT NO. VAR-1008. MOISTURE CONTENTS EXCEEDING 19%, WHETHER UPON DELIVERY OR ACHIEVED ON SITE, MAY NOT PERFORM AS
INTENDED IN THIS STRUCTURAL DESIGN. THE CONTRACTOR SHALL MAKE PROVISIONS UPON RECEIPT OF MATERIAL & DURING CONSTRUCTION
TO PREVENT THE MOISTURE CONTENT OF INSTALLED BEAMS FROM EXCEEDING 19%. EXCESSIVE DEFLECTIONS AND/OR BEAM FAILURES CAN
OCCUR IF MOISTURE CONTENT EXCEEDS THIS VALUE AS SUPPORTED BY iLEVEL'S FINDINGS.
21. PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR GLUE IN CONFORMANCE WITH DOC PS 1.
ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD.
ROOF SHEATHING SHALL BE 112" (NOMINAL) WITH SPAN RATING 32/16.
FLOOR SHEATHING SHALL BE 3/4"NN((NOMINA)L)WWITH SPAN RATING 48/24.
WALL SHEATHING SHALI0.
REFER TO WOOD RAM FRAMING NOTES(BEOLOIW FLOR TYPICAL NAILINGITH SPAN GR QUIREMENTS.
22. ALL NEW WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE -TREATED WITH AN APPROVED PRESFRVATIVE OR (2)
LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR MASONRY.
23, PRESSURE TREATED WOOD SHALL BE TREATED PER AWPA STANDARD C2 FOR LUMBER OR C9 FOR PLYWOOD, WOOD IN CONTINUOUS
CONTACT WITH FRESH WATER OR SOIL SHALL BE TREATED TO A RETENTION OF 0.40 PCF. PRESSURE TREATED WOOD FOR ABOVE GROUND
USE SHALL BE TREATED TO A RETENTION OF 0.25 PCF. SODIUM BORATE (SBX) TREATED WOOD SHALL NOT BE USED WHERE EXPOSED TO
WEATHER. FASTENERS AND TIMBER CONNECTORS IN DIRECT CONTACT WITH ACQ-A, CBA-A, CA-B TREATED WOOD SHALL BE G185 OR A185
HOT DIPPED OR CONTINUOUS HOT GALVANIZED PER ASTM A653. FASTENERS AND TIMBER CONNECTORS IN DIRECT CONTACT WITH ACZA
TREATED WOOD SHALL BE TYPE 304 OR 316 STAINLESS STEEL.
24. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY AS SPECIFIED IN THEIR
CATALOG NUMBER C-2011. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDE6 THEY HAVE ICBO OR ICC-ES
APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER.
CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS.
ALL 2X JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST HANGERS.
WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. ALL SHIMS SHALL BE
SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED.
25. WOOD FASTENERS
A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS:
SIZE LENGTH DIAMETER
8d 2-112" 0.131 "* *-IF NOT AVAILABLE, USE A 1 Od x 3",
1 Od 3" 0.148" 0.131 "0, FOR SHEAR WALL NAILNG
12d 3-1 /4" 0.148"
16d 3-1/2" 0.131 "
IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER
(PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL, PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN
FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTEb.
B. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND
LAG BOLTS BEARING ON WOOD. INSTALLATION OF LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD
CONSTRUCTION (2005 EDITION) WITH A LEAD BORE HOLE OF 60-70% OF THE SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR
ALLER 3/8"0 AND SMLAG SCREWS,
26. WOOD FRAMING NOTES --THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS:
A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE
MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. MINIMUM NAILING, UNLESS NOTED
OTHERWISE SHALL CONFORM TO TABLE 2304.9.1 OF THE INTERNATIONAL BUILDING CODE.
COORDINATE THE SIZE & LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS,
B. WALL FRAMING: REFER TO ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS. ALL STUDS SHALL BE SPACED AT 16" OC, UNLESS
NOTED OTHERWISE TWO STUDS, MINIMUM, SHALL BE PROVIDED AT THE END OF ALL WALLS & AT EACH SIDE OF ALL OPENINGS, & AT BEAM
OR HEADER BEARING LOCATIONS. TWO 2x8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING
FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID BLOCKING AT
MID -HEIGHT OF ALL STUD WALLS OVER 10'-0" IN HEIGHT,
ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE & A DOUBLE TOP PLATE. END NAIL TOP PLATE TO EACH STUD WITH TWO 16d NAILS
TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d @ 12"OC & LAP &
MINIMUM 4'-0" AT JOINTS AND PROVIDE EIGHT 16d NAILS @ 4"OC EACH SIDE JOINT,
FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT
EXTEND OVER MORE THAN HALF THE JOIST LENGTH & AROUND ALL OPENINGS IN FLOORS OR
ROOFS UNLESS NOTED OTHERWISE PROVIDE SOLID BLOCKING AT ALL BEARING POINTS, TOENAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS.
ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE, NAIL ALL
MULTI -JOIST BEAMS TOGETHER WITH TWO ROWS 16d 12"OC UNLESS NOTED OTHERWISE ON THE PLANS, PLYWOOD ROOF AND FLOOR
SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED AT 6"OC WITH 8d NAILS TO FRAMED PANEL EDGES,
STRUTS & OVER STUD WALLS AS SHOWN ON PLANS AND 12"OC TO INTERMEDIATE SUPPORTS, PROVIDE APPROVED PLYWOOD EDGE CLIPS
CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED RO�F SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED T&G
JOINTS OR SHALL BE
SUPPORTED WITH SOLID BLOCKING. ALLOW 1 /8" SPACING AT ALL PANEL EDGES AND ENDS OF
FLOOR & ROOF SHEATHING. TOENAIL BLOCKING TO SUPPORTS WITH 16d @ 12"OC, UNLESS NOTED OTHERWISE.
ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS @ 6"OC, OR ATTACHED
TO CONCRETE BELOW WITH 5/8"0 ANCHOR BOLTS @ 4'-0"OC EMBEDDED 7" MINIMUM, UNLESS NOTED OTHERWISE INDIVIDUAL MEMBERS
OF BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH tW ROWS OF 16d@ 12"OC. UNLESS NOTED OTHERWISE, GYPSUM
WALLBOARD SHALL BE FASTENEDTOTHE INTERIOR SURFACE OF ALLSTUDS& PLATES WITH NO.6 X 1-1/4" TYPE S OR W SCREWSRR((��E�DI 8"OC.
SURFACENOTED T08d NAILSE�a 16"O AT PANES EDGRATED TOP & BTOTTONISPAN PLATESTI(BLOCKOUNSUPPORTLL BE EDILED TO ALL EDGES) & TO ALL (INTERMEDIATE
STUDS & BLOCKING WITH 8d NAILS @ 12"OC. ALLOW 1 /8" SPACING AT ALL PANEL EDGES & PANEL ENDS.
"Nothing in this permit approval Vrocess shall be
interpreted as allowing or permitting the
maintenance of any currently existing illegal,
nonconforming or un ermitted building, structure
or site condition which is outside the scope of the
permit application, regardless of whether such
building, structure or condition is shown on the
site plan or drawing. Such building, structure or
condition may be the subject of a separate
enforcement action."
GENERAL NOTES
IF EFFORS, OMISSIONS OR CONFLICTS IN THESE DOCUMENTS ARE FOUND OR
SUSPECTED, NOTIFY THE DESIGNER IMMEDIATELY AT THE ADDRESS OR TELEPHONE
NUMBER SHOWN. CONTRACTOR TO VERIFY ALL DIMENSIONS AT THE SITE.
CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, LOCATION, AND DISPOSITION OF
EXISTING UTILITIES AND EASEMENTS. FOR ACCURATE DIMENSIONS, DO NOT SCALE
DRAWINGS.
INFORMATION, INCLUDING NOTES AND DIMENSIONS, ON REPETITIOUS DETAILS MAY
BE INDICATED ONLY IN ONE LOCATION, AT OTHER LOCATIONS WHERE DETAILING OR
CONSTRUCTION IS SIMILARLY IMPLIED, PROVIDE SAME CONSTRUCTION.
UNLESS NOTED OTHERWISE (UNO):
- DIMS, FOR CONIC. ARE TO FACE OF CONC.
- DIMS. FOR WOOD STUD FRAMING ARE TO FACE OF STUD
- DIMS, FOR CABINETS ARE TO FACE OF FINISH WALL AND CABINET BOXES
APPLICABLE CODES
2009 INTERNATIONAL RESIDENTIAL CODE WITH CITY AND STATE AMMENDMENTS
2009 INTERNATIONAL FIRE CODE WITH CITY AND STATE AMMENDMENTS
2009 INTERNATIONAL MECHANICAL CODE
2009 UNIFORM PLUMBING CODE
2009 WASHINGTON STATE ENERGY CODE
ENERGY CODE NOTES
COMPLIANCE METHOD FOR PROPOSED ADDITION:
2009 WSEC PRESCRIPTIVE PATH OPTION ii.
ROOF INSULATION: R-38
MECHANICAL NOTES
1. EXIST, OIL FIRED FURNACE REMAINS.
ELECTRICAL NOTES
ttEff itC rWORK'TOSE-A"SMRATE'PERfM-SMMT7A
Obtrdn Mectricai Permit front
State T�nbor & Industries
iw.il:{Jlil'v:1. .:. wMt 1f.M :•.. •,•Ynwdl.W+acsi.
Applicant shall repair/reploco all damage to
u tilitiaa or frontage Improvements in City
right -of wq per City atandards that to Oaused
or 00cum durinp tho permitted project.
OWNER/CON7RACTOR IS RESPONSIBLE
FOR EROSION COINTROL, AND DRAINAGE
1. 1 0. 12 P. G.
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AREA CALCULATIONS
PROJECT INFORMATION
EXISTING FLOOR AREA (UNALTERED):
1040 SF
rHUJtLI Auunt55:
10435 226th St,
EDMONDS, WA
IMPERVIOUS SURFACES (CONSIDERING ENTIRE LOT AREA):
TAX ASSESSOR'S PARCEL NO,:
EXIST. UNREGULATED:
27032500309400
EXIST. RESTAURANT
1980 SF
EXIST. RESTAURANT PARKING (NORTH)
2185 SF
PROJECT DESCRIPTION:
EXIST. PAVED AREA ON SOUTH SIDE OF RESTAURANT
2345 SF
EXIST. HOUSE TO HAVE:
EXIST. HOUSE ROOF
1362 SF
1. SITE TO HAVE EXIST. NON -CONFORMING CONDITIONS SUCH AS
IMPERVIOUS SURFACES AND FENCES REMOVED.
EXIST. S.O.G. BETWEEN HOUSE AND RESTAURANT
615 SF
2, NEW ROOF INSULATION AND UPGRADED ROOF STRUCTURE,
3. NEW SHOWER IN EXISTING BATHROOM.
NEW SINCE 97 :
4, NEW KITCHEN HOOD OVER EXIST. RANGE, 1
NEW. CONC. WALKWAY ON WEST SIDE 7RESAURANT
240 SF
NEW GRAVEL AREA ON SOUTH SIDE OF1(o
G o 1639-SF-
PROPOSED NEW ROOF OVERHANG AT PER SFI E PLAN
93 SF
TOTAL PROPOSED NEW IMPERVIOUS SURFACE:
tA
ZONING INFORMATION
HEIGHT LIMIT CALCULATIONS 0
EXIST. GRADE DATUMS PER SITE PLAN:
A 99.5'
B 99.5'
C 100.0'
D 100.0'
AVERAGE EXIST. GRADE = 99.75'
MAX. ALLOWABLE HEIGHT = 124.75'
1. REFER TO SOUTH EXT. ELEV. (2/Ai) FOR GRAPHIC REPRESENTATION
OF HEIGHT LIMIT.
2. EXIST. GRADE IS UNALTERED. h
J f
EDMONDS ZONING: NB
CONSTRUCTION TYPE:
USE: SINGLE FAMILY RESIDENCE 1
VICINITY MAP
PROJECT
LOCATION
226th St. SW
ty
Zane 0 Corner„, Fiat
Set, tbacks(6 a uir d Gt i 1
Front � _ 9
SidesE/w a
Rear P 70
Other
HeiWt
_
_ _
_ _ PROPERTY LINE 140'
EXIST,
RESTAURANT PARKING
I
*PAVED PRE-1977 1 I
(
EXIST. ROCK BED 4"-6"
CPv��t7 I
ROCK) WITH GROUND COVER
EXIST. CONIDWALAY
Ln
_..240
TALL F
SF
_
z
* PAVED P
w
/
z
-
'. EX T. THEE
EXIST STRUCTURE
o
(FIVE RETAURANT)
°D EXIST. GRAVEL TO BECL
cc:
EXIS . TREE REPLACED WITH
i
CL
33 -0 PERVIOUS
;
a,
- LANDSCAPING
7
fIT.
UM FORohlrD,
EXIST, LANDSCAPE STAIRS
fe1 :,c
TO BE REMOVED A
I ENLARGED
OVERHANG
o
EXIST, ANITAR
SEW LINE
EXIST._
TREE
EXIST. LAND
EXIST. UTILITY POLE
EXIST. ROAD SIGN
CENTER LINE ROAD
EDGE OF PAVEMENT
SITE PLAN NOTES
A
;JF7 ti4ilJy;SU#4rA�
EXIST. FENCE TO
BE REMOVED -
fV
N
T 82'-4"
i
EXISTt'
WATER LIN
Y"4EX'ST. WA'
METER
' , 4'-0"
N N o EXIST. ASPHALT
z-' DRIVEWAY IN
RIGHT-OF-WAY -
226th St. SW
1, ALL DISTURBED SOIL WHERE GRAVEL AND CRUSHED ROCK THAT IS NOTED
TO BE REMOVED AND REPLACED WITH PERVIOUS LANDSCAPING WITH 3"
MIN. TOPSOIL/COMPOST MIX TILLED WITH 2" MIN.EXIST. SOIL FOLLOWED BY
A 3" LIFT OF TOPSOIUCOMPOST MIX.
o�
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EXIST�ESTAU%NT
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06' TALL FEI
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EXIST. GAS I
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OVERHEAD
POWER LINE
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SANITARY SEWER LINE
GAS METER
ELEC. METER
EXIST. PAVED TERRACE AREA
FOR RESTAURANT
1220 SF 1
* ORIGINAL ASPHALT FROM
PRE-1977 WAS PAVED OVER
WITH NEW CONIC. SLAB IN
2010 -
EXIST. PAVED LOADING
AREA FOR RESTAURANT
1125 SF
* PAVED PRE-1977
EXIST. ENCLOSURE FOR
GARBAGE AND RECYCLE
CONTAINERS FOR
RESAURANT TO BE USED
BY TENANTS IN 10435
226TH ST. SW
'4" 24'-3"
NEW 3' TALL FENCE TO REPLACE EXIST. 6'
FENCE (REIACATED4WE-RROPERTY
LINE)
EXIST. POWER
POLE
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AUG 21 2012
Ot)ILDING DEPARITAEEdT
CITY OF EDIAOND�S,
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DRAWING TITLE
MAIN LEVEL FLOOR PLAN
BUILDING SECTION
ISSUE DATE
PERMIT SUBMITTAL 06.05.2012
1\ PERMIT REVISIONS 08.20.2012