APPROVED BLD PLN_BLD2021-0753+Architectural_Plan+6.2.2021_11.36.25_AM+2227761r
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R&R LEVEL SURVEY
SEE
STRUCTURAL CALCULATION PACKAGE
FOR ADDITIONAL REQUIREMENTS
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(E) RESIDENCE
' 411 6TH AVE S,
' EDMONDS, WA 98020
PROPERTY LINE
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SITE PLAN
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PROPERTY LINE
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103'-0"
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DRAINAGE DRAINAGE ❑
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WALNUT ST
OVERALL PARCEL PLAN
NOTE: THE PROJECT WILL NOT RESULT IN CHANGING OF SITE TOPOGRAPHY OR EXISTING DEVELOPED AREAS.
30'-0"
22'-6"
AREA OF WORK
1
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Special Inspection required
for the following: ;
Structural steel
_Helical Piles
: _Concentric Piles
_All brackets and j acks
_ Geo/Soils report
Please have all reports and
documentation on site at time
of inspection.
:.................................:
Install per manufacturers
specifications. Have all
manufacturer
documentation on site.
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20'-0" APPROVED BY PLAN
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Jun 15 2021
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AREA OF WORK `'r'
Nothing in the permit approval process shall be
interpreted as allowing or permitting the maintenance
of any currently existing illegal, nonconforming or
unpermitted building, structure or site condition which
is outside the scope of the permit application, regardless
of whether such building, structure or condition is
2'-6"
shown on the site plan or drawing. Such building,
structure or condition may be the subject of a separate
enforcement action.
AREA OF WORK
........................ .......
17'-6" .
SITE PLAN LEGEND
SITE PLAN NOTES
EXISTING RESIDENCE STRUCTURE
EXISTING ADJACENT STRUCTURE
---,
AREA OF PROPOSED WORK
---- PROPERTY LINE
APPROXIMATE DIMENSION
Work N
Address
Owner
Approved D
APPROVED
PLANS MUST BE
ON JOB SITE
City of Edmonds
Building Department
APPROVED Plans
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
ity Of Edmonds
Building Department
FOUNDAT'� ION
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Buildin Offi ial � � ��
9 � /l,-�!�/ ��..�t
Permit Nu er
PARCEL N0.
00434209403700
2021-0753
LEGAL DESCRIPTION
CITY OF EDMONDS BLK 094 D-00
-S1/20FW1/20FLOT37&S1/2
OF LOTS 38-39-40
OWNER NAME &ADDRESS
CECIL VICTORIA J
419 6TH AVE S,
EDMONDS, WA 98020
1. VERIFY EXISTING STRUCTURES AND ALL DIMENSIONS ON SITE.
2. FOUNDATION DIMENSIONS ARE TO OUTSIDE FACE OF CONCRETE STEM WALL PER R&R FOUNDATION SPECIALIST (R&R) LEVEL SURVEY.
3. REFER TO STRUCTURAL CALCULATIONS PACKAGE BY L120 DATED MAY 31, 2021, FOR ADDITIONAL INFORMATION, SPECIFICATIONS,
AND REQUIREMENTS.
4. LEVEL SURVEY PER R&R PROPOSAL DATED APRIL 13, 2021. REFER TO STRUCTURAL CALCULATIONS PACKAGE FOR MODIFICATIONS
AND ADDITIONAL REQUIREMENTS FOR LEVEL SURVEY.
5. PARCEL DIMENSIONS APPROXIMATED BY SNOHOMISH COUNTY ASSESSOR GIS MAPPING TOOLS & TAXSIFTER INCLUDING THE SELECTED
PARCEL PROPERTY DIMENSIONS ARE APPROXIMATE FOR REPRESENTATIVE PURPOSES ONLY. NOT TO SCALE. NOT TO BE USED FOR
LEGAL PURPOSES OR IN PLACE OF A FIELD SURVEY.
6. SITE FEATURES AND SOME EXISTING STRUCTURES ON ADJACENT PARCELS NOT SHOWN FOR CLARITY.
PILE SPACING 8 LOAD REQUIRMENTS TABLE
PILE tt
PILE
TYPE
MAX O.C. SPACING, ft
MIN VERTICAL CAPACITY, kips
PROOF TESTING LOAD. kips
LOCATION
BTWN
PILES
END
OFFSET
ALLOWABLE LOADING
200%MIN VERTICAL CAPACITY
(MIN ULTIMATE CAPACITY)
Helical #1-4
HELIC.=,L
PER PL�+N
PER PLAN
16 0 kip 32 0 kip PER PLAN
16 0 kip 32 0 kip PER PLAN
14 0 kip 28 0 kip PER PLAN
Concentric #182
DR11 EN
PER PLAN
PER PLAN
Concentric #38�4
DRY EN
PER PLAN
PER PLAN
NOTES:
a. MINIMUM AND MAXIMUM INSTALLATION TORQUE FOR HELICAL ASSEMBLIES SHALL BE SPECIFIED BY THE PILE MANUFACTURER. THE MINIMUM INSTALLATION
TORQUE SHALL BE HIGH ENOUGH TO ACHIEVE THE REQUIRED BEARING CAPACITY LOADING, INCLUDING A SAFETY FACTOR NO LESS THAN 2. THE MAXIMUM
INSTALLATION TORQUE SHALL NOT EXCEED THE ALLOWABLE TORSIONAL CAPACITY OF THE PILE SHAFTS OR ANY PART OF THE PILE ASSEMBLY. MAXIMUM
INSTALLATION TORQUE RATING OF 8,300FT*LBS FORA 2-718 INCH DIAMETER HELICAL PILE WITH 0.203 INCH SHAFT WALL THICKNESS PER ESR-3750.
b. FOR HELICAL PILES, PER IDEAL GROUP DWG NO.: 278TFG, THE ALLOWABLE STRUCTURAL CAPACITY FOR THE 2 7/8" TRU-FORCE UNDERPINNING BRACKET IS
LIMITED TO 30 KIPS.
c. HELICAL ASSEMBLIES AS MANUFACTURED BY IDEAL MANUFACTURING, INC., IN ACCORDANCE WITH ESR-3750.
d. CONCENTRIC DRIVEN PILES AS MANUFACTURED BY STABIL-LOC SYSTEMS, LLC, IN ACCORDANCE WITH ESR-4121.
e. PILE OR ANCHOR LOADS NOT TO EXCEED MAXIMUM CAPACITY AS DETERMINED BY THE MANUFACTURER FOR ANY PART OF THE ASSEMBLY.
f. MAXIMUM ON -CENTER SPACING LISTED FOR TYPICAL PILE INSTALLATION UNLESS NOTED OTHERWISE ON PLAN.
SITE PLAN
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REVISIONS
0 DESCRIPTION DATF RY
RECEIVED
_ Jun 03 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
PROJECT NAME
603 WALNUT ST,
EDMONDS, WA 98020
PROJECT NUMBER
S210517-1XR
DRAWN BY - FY
CHECKED BY - MRT
SHEET DATE 05/31 /2021
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