APPROVED BLD BLD2024-0900+Architectural_Plan+7.2.2024_2.46.22_PM+43560291 /4" = 1' SCALE (1 1 x 17 FORMAT)
8' ELEVATION
City Of Edmonds
Building Department
Work DECK
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Address 9106 238TH ST SW
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Owner HAUGLE
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Approved Date: 07/24/2024
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Building Official �� �_ ,�_
Permit Number BLD2024-0900
AC4Z POST TO BEAM CONNECTOR
LUS28Z JOIE
H1 Z HURRICANE TIE EVERY C
1 HARDWARE & FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED 1
1 WOOD SHALL BE OF HOT -DIPPED ZINC GALVANIZED STEEL, STAINLESS
STEEL, SILICON BRONZE OR COPPER. IN THE ABSENCE OF
1 MANUFACTURER'S RECOMMENDATIONS A MINIMUM OF ASTM A 653 TYPE
G185 ZINC -COATED GALVANIZED STEEL, OR EQUIVALENT, SHALL BE USED.
1 IRC R317.3.1 IBC 2304.10.5.1 1
1
1 GUARDS SHALL NOT HAVE AN OPENING FROM THE WALKING SURFACE
TO THE REQUIRED GUARD HEIGHT THAT WILL ALLOW THE PASSAGE OF
A 4" SPHERE IN ACCORDANCE WITH 2O21 IRC R312.1.3. 1
STEEL RAILS TO BE 36" HIGH WITH LESS THAN 4" OPENINGS PER IRC CODE
2x8 LEDGER BOARD FLASHED AND BOLTED TO HOUSE RIM WITH 3-5/8" LEDGERLOK STAGGERED EVERY 9"
JOISTS TO BE 2x8 PRESSURE TREATED HEM -FIR #2 OR BETTER INSTALLED 16" O.C.
BEAMS TO BE 4x12 PRESSURE TREATED HEM -FIR #2 OR BETTER
SUPPORT POSTS TO BE 4x4 TREATED
DECKING TO BE 5/4 x 6
ALL DECK HARDWARE TO BE CORROSION RESISTANT AND INSTALLED
PER MANUFACTURERS INSTRUCTIONS
STAIRS TO BE BUILT MAX 7-3/4" RISE 10" MIN RUN PER IRC CODE
BASED ON THE 2021 INTERNATIONAL RESIDENTIAL CODE
WASHINGTON EDITION
2x8 LEDGER BOARD
FLASHED AND BOLTED
TO HOUSE RIM WITH
APPROVED
PLANS MUST BE
ON JOB SITE
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
2x8 JOISTS
16" 0. C.
T
BASE BRACKET
16" DIAMETER FOOTING
®
18" DEEP CONCRETE
19" DIAMETER FOOTING
®
18" DEEP CONCRETE
FROST FOOTINGS SIZES BASED
ON 60 LB PER SQUARE FOOT
TRIBUTARY LOADS APPLIED TO
1500 PSI SOIL COMPRESSION
CAPACITY
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Jul 11 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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1/4" = 1' SCALE (11x17 FORMAT) BASED ON THE 2021 INTERNATIONAL RESIDENTIAL CODE
8' ELEVATION WASHINGTON EDITION
1 19'
STEEL RAILS TO BE 36" HIGH WITH LESS THAN 4" OPENINGS PER IRC CODE
2x8 LEDGER BOARD FLASHED AND BOLTED TO HOUSE RIM WITH 3-5/8" LEDGERLOK STAGGERED EVERY 9"
JOISTS TO BE 2x8 PRESSURE TREATED HEM -FIR #2 OR BETTER INSTALLED 16" O.C.
BEAMS TO BE 4x12 PRESSURE TREATED HEM -FIR #2 OR BETTER
SUPPORT POSTS TO BE 4x4 TREATED
DECKING TO BE 5/4 x 6
ALL DECK HARDWARE TO BE CORROSION RESISTANT AND INSTALLED
PER MANUFACTURERS INSTRUCTIONS
STAIRS TO BE BUILT MAX 7-3/4" RISE 10" MIN RUN PER IRC CODE
16" DIAMETER FOOTING
®
18" DEEP CONCRETE
19" DIAMETER FOOTING
®
18" DEEP CONCRETE
FROST FOOTINGS SIZES BASED
ON 60 LB PER SQUARE FOOT
TRIBUTARY LOADS APPLIED TO
1500 PSI SOIL COMPRESSION
CAPACITY
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8' ELEVATION
RAIL POST
® 8,-0" O.C. MAX
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GALVANIZED BOLTS
EDGE BAND
AC4Z POST TO BEAM CONNEC
STEEL
RAILINGS
RAIL DETAIL
36" HIGH STEEL GUARD RAIL
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STEEL RAILS TO BE 36" HIGH WITH LESS THAN 4" OPENINGS PER IRC CODE
2x8 LEDGER BOARD FLASHED AND BOLTED TO HOUSE RIM WITH 3-5/8" LEDGERLOK STAGGERED EVERY 9"
JOISTS TO BE 2x8 PRESSURE TREATED HEM -FIR #2 OR BETTER INSTALLED 16" O.C.
BEAMS TO BE 4x12 PRESSURE TREATED HEM -FIR #2 OR BETTER
SUPPORT POSTS TO BE 4x4 TREATED
DECKING TO BE 5/4 x 6
ALL DECK HARDWARE TO BE CORROSION RESISTANT AND INSTALLED
PER MANUFACTURERS INSTRUCTIONS
STAIRS TO BE BUILT MAX 7-3/4" RISE 10" MIN RUN PER IRC CODE
BASED ON THE 2021 INTERNATIONAL RESIDENTIAL CODE
WASHINGTON EDITION
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2 DROP BEAM
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18" DEEP
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16" DIAMETER FOOTING
®
18" DEEP CONCRETE
19" DIAMETER FOOTING
®
18" DEEP CONCRETE
FROST FOOTINGS SIZES BASED
ON 60 LB PER SQUARE FOOT
TRIBUTARY LOADS APPLIED TO
1500 PSI SOIL COMPRESSION
CAPACITY
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8' ELEVATION WASHINGTON EDITION
RAIL POST —
0 8'-0" O.C. MAX
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3/8"'x 3-1/2" HEX HEAD\
GALVANIZED BOLTS
EDGE BAND
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RAILINGS
RAIL DETAIL
HOUSE V
2x8 LEDGER BOARD
FLASHED AND BOLTE
TO HOUSE RIM WITH
3-5/8" LEDGERLOK
STAGGERED EVERY 9
AC4Z POST TO BEAM COS
STEEL RAILS TO BE 36" HIGH WITH LESS THAN 4" OPENINGS PER IRC CODE
2x8 LEDGER BOARD FLASHED AND BOLTED TO HOUSE RIM WITH 3-5/8" LEDGERLOK STAGGERED EVERY 9"
JOISTS TO BE 2x8 PRESSURE TREATED HEM -FIR #2 OR BETTER INSTALLED 16" O.C.
BEAMS TO BE 4x12 PRESSURE TREATED HEM -FIR #2 OR BETTER
SUPPORT POSTS TO BE 4x4 TREATED
DECKING TO BE 5/4 x 6
ALL DECK HARDWARE TO BE CORROSION RESISTANT AND INSTALLED
PER MANUFACTURERS INSTRUCTIONS
STAIRS TO BE BUILT MAX 7-3/4" RISE 10" MIN RUN PER IRC CODE
2x8 JOISTS
16" O.C.
BEAM
POST
3RACKET
„-1- lER
18" DEEP
CONCRETE FOOTING
16" DIAMETER FOOTING
®
18" DEEP CONCRETE
19" DIAMETER FOOTING
®
18" DEEP CONCRETE
FROST FOOTINGS SIZES BASED
ON 60 LB PER SQUARE FOOT
TRIBUTARY LOADS APPLIED TO
1500 PSI SOIL COMPRESSION
CAPACITY
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