APPROVED BLD PLN BLD2022-0419+Architectural_Plan+3.24.2022_12.50.48_PM+2759328s
1
4" CONCRETE SLAB
W/ �4—BAR AT 48"O.C.
TYPICAL EACH WAY
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2� -a„
CONCRETE SLAB
FOUNDATION PLAN
SCALE: 1 /4"=1'-0"
1'— 5'-0" 1'— 5'-0" 1'— 5'-0" 1'— "
P.T. 4x4 H/F�2 I I I � SDWS22512DB'B
CROSS OVERS I I I SIMPSON SCR�W
ON TOP OF 4x10--� � TYPICAL
m o m m m m m n
I II
u n
u APA4 WITH u
SDWS22312DBB
AND STN22
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�4" CONCRETE SLAB
PERGOLA
s D E E� EVAT o N
I FASTENERS FOR PRESERVATIVE -TREATED
.AND FIRE -RETARDANT -TREATED WOOD SHALL i
IBE OF HOT -DIPPED ZINC -COATED GALVANIZED I
.STEEL, STAINLESS STEEL, SILICON BRONZE OR
(COPPER. COATING WEIGHTS FOR ZINC -COATED I
■FASTENERS SHALL BE IN ACCORDANCE WITH ■
�ASTM A153. IRC R317.3
I PERGOLA CONSTRUCTION TO CONSIST OF
.APPROVED WOODS OF NATURAL RESISTANCE TO
I DECAY OR BE TREATED WOOD AND LABELED I
.ACCORDINGLY. ■
I I RC R317.1 & R317.2
PRESSURE TREATED
H/F�2 6x6 POST, TYP.
POST BASE FOOTING
24" SQ. x 18" DEEP
TYPICAL 4—PLACES
P.T. 4x 10 H/F�2
BEAMS RUNNING
PARALLEL
P.T. 6x 10 H/F�2
BEAM ON TOP
OF 6x6 POST
P.T. 6x6 POST
UNDERSIDE OF BEAM
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
APPROVED
18'-0"
I I
A ��_6� 1,-6„
ITYPI
PLANS MUST BE
ON JOB SITE
CITY OF EDMONDS
BUILDING DIVISION
APPROVED PLAN
B
A-1
ROOE ERAM G P A
SCALE: 1 /4"=1 '-0"
P.T. 4x4 H/F�2
CROSS OVERS
nr.i Tnn nr n..� n
� �,
I 18'-0"
�-
PERGO�A
s D E E� EVAT o N
SCALE: 1 /4"=1 '-0
n T r_..r_ nnc-T
T " 0 H/F�2
ZUNNING
L
0 H/F�2
J TOP
POST
POST
DE OF BEAM
City Of Edmonds
Building Department
Work JOSEPH PERGOLA
Address g02 6TH AVE W
-----------------------------------
Owner MARY FRAN JOSEPH
Approved Date 04/14/2022
Building Official /V?,lJ�jij ��p� jQ,GG�
Permit Number BLD2022-0419
P.T. 6x6 POST
UNDERSIDE OF BEAM
SIMPSON AP
SDWS22312C
STN22 EACH
OF4x10T0
CONNECTION
SIMPSON CB
CHAMFERED
c;rr�r „•i NorFs:
1. FIELD VERIFY ALL DIMENSIONS AND CONDITIONS
BEFORE STARTING CONSTRUCTION.
2. ALL DIMENSIONS ARE TO FRAMING POINTS.
(FIELD VERIFY ALL DIMENSIONS).
1'-�»
PERGOLA
POST TO BEAM CONNECT ON DETA �
SCALE: 1 "=1 '-0"
FINISH GRADE
2>-0»
A-1
��
P.T. 6x6 POST, TYP.
SIMPSON POST BASE
MPB66Z
�4" CONCRETE SLAB
W/ �4—BAR AT 48"O.C.
TYPICAL EACH WAY
POST PIER, 2' SQ.FT. X 18" DEEP
PROVIDE �4—BARS (4) ONE DIRECTION
(4) VERTICAL W/ 3" HOOKS AT BOTTOM
PERGOLA
0
POST TO BEAM CO ECT ON DETA � �
N
SCALE: 1 "=1 '-0"
APPROVED BY PLANNING
�1�t��
Apr 06 2022
RECEIVED
Mar 31 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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SCALE: 1 "=1'-0" �
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SCALE: 1 /4"=1 '-0"
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