APPROVED BLD PLN RESUB1 BLD2021-1028+Arch. & SITE_Plan+2.28.2022_2.03.14_PM+2706786CASH �. CRIB
TFCHNiG�T. SFRVT�:F.S
SITE PLAN
PREPARED BY: CASH M. CARR PE.
PROJECT NAME:
DATE: 2/23/2022
ADDRESS: 9000 196th St, SW EDMONDS
PARCEL # 27041900204700
DESCRIPTION OF WORK:
INSTALL PATIO COVER
PAGE NUMBER: 1
NOTE: PROPERTY LINES AREAS PER GIS DATA.
THIS IS NOT A SURVAY. WORK PERFORMED ON
NON -CONFORMING STRUCTURES REQUIRES A
SURVAY AND/OR WRITEN AGREEMENT OF THE
PROPERTY OWNER AS PER COMPLIENCE WITH _ _ _ _ _ _ _ _ _ _ _ _ _ _ 196th ST Sw
THE APPLICABLE LAWS AND REGULATIONS. -------------------------__—_
NOTE: CONTRACTOR RESPONSABLE FOR
OBTAINING LOCATES FOR ALL UTILITIES.
City
Of Edmonds
Building Department
Work
PATIO COVER
Address
9000 196TH ST SW
Owner
TRENT
Approved Date
03/09/2022
Building Official
/�err�ia B�a�r�e�ci
Permit Number
BLD2021-1028
ELEVATION CALCULATIONS
A 350'
B 350'
C 345'
D 345'
TOTAL = 1390'
AVERAGE ELEVATION = (A+B+C+D)/4 = 347.5'
ACTUAL = 357.5'
MAXIMUM ELEVATION = 25' +AVERAGE ELEVATION = 372.5'
ELEVATION/
A: 350'
GENERAL NOTES:
APPROVED
1.
SHEAR ATTACHMENT ALL EXTERIOR WALLS 4" O.C. AND WITHIN 12" OF PLATE ENDS UNLESS OTHERWISE SPECIFIED. ATTACHMENT
PLANS MUST BE
SHALL BE 5/8" DIA. BOLT WITH PLATE WASHER AND 7" MIN. EMBEDMENT.
ON JOB SITE
2.
ALL STRUCTURAL HARDWARE SHALL BE SIMPSON STRONG TIE UNLESS OTHERWISE SPECIFIED. ALL FASTENERS FOR STRUCTURAL
HARDWARE SHALL BE AS PER MANUFACTER'S INSTRUCTIONS. ALL HARDWARE APPROVED FOR USE WITH SDS SCREWS OR SD
SCREWS SHALL BE ATTACHED WITH SUCH.
3.
ALL STRUCTURAL LUMBER SHALL BE #2 DF, #2 HF OR BETTER UNLESS OTHERWISE SPECIFIED.
Clty Of EdmOndS
4.
ROOF SHEATHING SHALL BE 5/8" MIN. PLYWOOD OSB
5.
FLOOR SHEATHING SHALL BE 3/4" T&G PLYWOOD OR OSB UNLESS ARCHITECTURAL PLANS SPECIFY A GREATER THICKNESS.
BUIlding Department
6.
FLOOR SHEATHING SHALL BE NAILED WITH 8d NAILS 6" O.C. PANEL FIELD, 4" O.C. PANEL EDGES UNLESS OTHERWISE SPECIFIED.
7.
ROOF SHEATHING: #8 SCREWS OR 8d RING SHANK NAILS 4" O.C. PANEL EDGES, 6" O.C. PANEL FIELD.
APPROVED PIar1S
8.
CONCRETE SHALL BE 2500 PSI OR HIGHER COMPRESSIVE STRENGTH UNLESS SPECIFIED
9.
ALL EXTERIOR WALLS SHALL BE NAILED WITH lOd NAILS 12" O.C. FIELD, 6" O.C. PANEL EDGES UNLESS OTHERWISE SPECIFIED.
10.
NON -BEARING INTERIOR WALL SHALL BE POSITIVELY ATTACHED TOP AND BOTTOM WITH A #10 SCREW TO EACH JOIST.
ALL WORK SUBJECT
ELEVATION
1 1.
ALL ROOF JOISTS SHALL BE FASTENED FOR WIND UPLIFT WITH HURICANE TIES EACH JOIST AT EACH POINT OF SUPPORT.
12.
SDWC15600 FULLY THREADED 6"SCREWS MAY BE SUBSTITUED FOR HURICANE TIES.
WALL FRAMING ADJACENT TO VAULTED CEALINGS OR OPENINGS IN DIAPHRAM SHALL BE FRAMED WITH FULL HEIGHT
TO FIELD
C: 345'\
INSPECTION FOR
FRAMING. END WALLS AND TRUSSES SHALL BE BRACED TO ROOF 6' O.C. FOR LATERAL LOADS.
13.
ALL STRUCTURAL HARDWARE SHALL BE SIMPSON STRONG -TIE OR LOAD RATED EQUIVELENT, UNLESS OTHERWISE SPECIFIED.
CODE COMPLIANCE
HARDWARE SHALL USE SDS OR SD SCREWS IN ALL INSTANCES ALLOWED.
14.
ALL CONCRTEE ANCHORS SHALL BE TITEN HD OR EQUIVELENT UNLESS OTHERWISE SPECIFIED. EPDXY SHALL BESET-XP OR
EQUIVELENT.
15.
STRAP ALL EXTERIOR WINDOW AND DOOR OPENINGS ADJACENT TO SHEAR WALLS (SW3, SW4, SW5, SW6) WITH LATERAL
LSTA24 STRAPS AT CORNERS FOR SHEAR FLOW.
APPROVED BY PLANNING
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NORTH
0 10' 20' 30' 40' 50'
SCALE: 1 " = 20'
Mar 01 2022
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
shown on the site plan or drawing. Such building,
structure or condition may be the subject of a separate
enforcement action.
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RESIDENCE
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900 196th St S
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EDMONDS
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ELEVATION
B: 350'
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PROPOSED
PATIO
COVER
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DATUM
332' AS PER
ELEVATION
SNOHOMISH
D:345'
COUNTY
DIGITAL
ELEVATION
MODEL
J
EXISTING
STRUCTURE
18.0
Zone RS-12 Corner
N Flag N
Setbacks:
Required
'Actual
Front
25'
> 25'
Side
10'
> 10'
Rear
-----�5�---
> 25'
Other
Height
25'
>25'
ACTUAL SETBACKS LISTED ARE TO THE
RESUB
Feb 8 2022
CITY O EDMONDS
EVELOP ENT SERVICES
PROPOSED PATIO COVER
NOTE:
INSTALL HU610 WITH 0.162"x3.5" NAILS AS PER MANUFACTER'S INSTRUCTIONS
FILL ALL ROUND AND TRIANGULAR HOLES
CASH IVL � �CARR►o
ENGINEERING PLAN
DRAWN BY: CASH M. CARR
DATE: 6/26/2021 EDGE OF EXISTING DECK
PAGE NUMBER: 2
0 1' 2' 3' 4' 5'
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SCALE: 1 /4" = 1'
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2x, DTT1Z TENSIOIN TIES EACH END
FROM ROOF SHEATHING TO STUDS.
SPACE 16" O.C.
TENSION TIES ATTACH TO JOISTS WITH
3/8"xb" SDWH SCREW �
6' EXISTING DOOR
HU610 BEAM HANGER
I
HU610 BEAM HANGER
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I 2x6 HF2 AT 24" O.C.
2x6 HF2 AT 24" O.C.
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15/32" OSB
NAIL 6" O.C. WITH
8d NAILS PERIMETER
................
NAIL 12" O.C. FIELD
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5.5"x7.5" GLB
(PRESERVATIVE -TREATED LUMBER REQUIRED WHERE FLOOR ■
JOISTS ARE CLOSER THAN 18" TO THE EXPOSED GROUND, I
■WHERE FLOOR GIRDERS ARE CLOSER THAN 12" TO THE
(EXPOSED GROUND, ALL WOOD ON CONCRETE OR MASONRY ■
■IN DIRECT CONTACT WITH THE GROUND, EXTERIOR SIDING,
ISHEATHING AND FRAMING WITH A CLEARANCE LESS THAN 6" ■
TO THE GROUND OR 2" TO CONCRETE SURFACES, ANY WOOD I
■ATTACHED DIRECTLY TO THE INTERIOR OF MASONRY OR
`CONCRETE WALLS BELOW GRADE. ■
\ 1.75"xl 6" LVL RIM JOIST
FASTEN TO STUDS WITH 2x, 0.22"x4"
SDWS SCREWS AT 16" O.C.
FASTEN TO RIM JOISTS WITH 0.22"x4"
SDWS SCREWS AT 8" O.C.
I DECK CONSTRUCTION TO CONSIST OF APPROVED
■WOODS OF NATURAL RESISTANCE TO DECAY OR
I BE TREATED WOOD AND LABELED ACCORDINGLY.
. I RC R317.1 & R317.2 ■
I FASTENERS FOR PRESERVATIVE -TREATED
!
■AND FIRE -RETARDANT -TREATED WOOD SHALL
\IBE
OF HOT -DIPPED ZINC -COATED GALVANIZED I
bxb HF2 POST
.STEEL, STAINLESS STEEL, SILICON BRONZE OR ■
ALTERNITIVLY
(COPPER. COATING WEIGHTS FOR ZINC -COATED I
5.5"x5.5" GL POST
.FASTENERS SHALL BE IN ACCORDANCE WITH ■
2x, ML24 ANGLES TO POST
�ASTM A153. IRC R317.3
2'x2' FOOITNGS
RESUB
Feb 28 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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TECH I�1[C; A � c'rnti�rr�rr
ENGINI
DRAWN BY: CAS
DATE: 6/26/�
PAGE NUM
FOOTING DETAIL
2.0
LEDGER DETAIL
LTT1 Z TENSION TIE AS
PER ENGINEERING PLAN
3/8"xb" SDWH SCREW
TO EXISTING JOISTS
ROOFING
15/32" OSB
FLASHING
GLB `SDWC TRUSS SCREW
EACH JOIST
ALTERNITIVLY: H1 TIE
HU610 BEAM HANGER
INSTALL HU610 WITH 0.162"x3.5" NAILS AS
PER MANUFACTER'S INSTRUCTIONS
FILL ALL ROUND AND TRIANGULAR HOLES
1.75"xl6" LVL RIM JOIST:
1.75"x9.5" LVL RIM JOIST
FASTEN TO STUDS WITH 2x, 0.22"x4"SDWS SCREWS AT 16" O.C.
FASTEN TO RIM JOISTS WITH 0.22"x4"SDWS SCREWS AT 8" O.C.
0 1' 2' 3' 4' 5'
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RESUB
Feb 28 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
SCALE: 1 " = 1 '
TECHNICAL SERVICES
SOUTH ELEVATION
DRAWN BY: CASH M. CARR
DATE: 2/ 1 1 /2022
PAGE NUMBER: 4
-------------------------------------------
i-
-' NOTE: EXISTING RESIDENCE PROFILE IS APROXIMATE
i"
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�-
1 2x, 0.22"xb"SDWS SCREWS
I
I � 5.5"x7.5" GLB
1'-0" MIN. CLEARANCE 2x6 HF2 JOISTS AT 24" o.c.
I TO DECK
I
2x, ML24 ANGLES ACTUAL HEIGHT
I
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15 " OSB SHE
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EXISTING DECK
u 5.5"x7.5" GLB u
� 5.5"x7.5" GLB
2x, ML24 ANGLES
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2x, 0.22"x6"SDWS SCREWS EXISTING DOOR HU610 BEAM HANGER
I
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2x, 0.22"x6"SDWS SCREWS
'�
L AVERAGE GRADE
0 1' 2' 3' 4' 5'
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SCALE: 1 /4" = 1'
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NORTf
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MAXIMUM HEIGHT
RESUB
Feb 28 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
CASH IVL � �CARR►�
WEST ELEVATION
DRAWN BY: CASH M. CARR
DATE: 2/ 1 1 /2022
PAGE NUMBER: 4
MAXIMUM HEIGHT
0 1' 2' 3' 4' 5'
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SCALE: 1 /4" = 1'
NORTF
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Feb 28 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT