APPROVED BLD BLD2021-0353+Architectural_Plan+3.9.2021_2.41.04_PM+2083680EXISTING RESIDENCE
(E) LEDGER TO REMAINS D I
\—NEW 51MP50N "DTT I Z" ANCHORS > VERIFY (E) OR PROVIDE NEW
(TOTAL OF 5 AT NEW DECK) 51MP50N "LU528Z"
HANGERS AT LEDGER
O
' ___+7::EX15TING DECK JOISTS TO
REMAIN - NO CHANGE
o I 1 OII G1 _ Gil GI G11 GI G11 GI Gil I 1 OII
of
v 2 3
_ DI DI
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- - - - - - J L-
NEW PT Gx 10 hF#2 BEAM
N
KNEE BRACES AT POSTS
O TOTAL OF (G) AT DECK
NEW PT 4xG POSTS,
(V w/ 24"x24" FOUNDATIONS
TOTAL OF (5) AT DECK
EXISTING WOOD GUARDRAILING
TO REMAIN - NO CHANGE
_2'-0" 8'-O" _2'-0" _ 14'-0" _2'-011
EX15TING 51DE DECK JOISTS TO REMAIN, EX15TING BEAM WITH POSTS TO BE
REPLACED. TEMPORARY SHORING OF THE JOISTS WILL BE NECESSARY PRIOR TO
REMOVING THE EXISTING BEAM AND INSTALLING NEW BEAM. ALL SHORING WORK
AND INSTALLATION SHALL BE PER THE CONTRACTOR
5/4"xG" COMPOSITE DECKING TO BE INSTALLED, SPACE DECKING MIN 1/4" APART TO
ALLOW DRAINAGE (OR PER MFR. RECOMMENDATIONS)
SIDE DECK FLAMING / FOUNDATION PLAN
1/4 11 _ 1 I-011
TYPICAL DECK FRAMING NOTES:
ALL WORK TO CONFORM TO CURRENT BUILDING CODE: IRC-2018
TYPICAL SOIL BEARING CAPACITY = 1 500 P5F (ASSUMED).
CONTRACTOR TO INSTALL FOOTINGS ON FIRM NATIVE SOIL
OR THOROUGHLY COMPACTED STRUCTURAL FILL AS REQ'D.
ALL FRAMING MEMBERS TO BE *PRESSURE TREATED* HEM -FIR #2
OR BETTER UNLESS NOTED OTERWI5E ON PLANS.
NEW 30" HIGH GUARDR
w/ TOP -MOUNTED PC
AT PORCH AND STAIRS PERIMI
NEW PT 4xG hF#2 LANDING BE
w/ PT 4x4 H F#2 PC
1 2" DIAM. 50NOTUDE FOl
NEW PT 2x8 HF#2 @ 1
LANDING JO
O
N
.._._._._._._._._._._.�
Hardware and fasteners in contact with ■
' preservative -treated wood shall be of
hot -dipped zinc galvanized steel, ■
stainless steel, silicon bronze or copper.
In the absence of manufacturer's ■
recommendations a minimum of ASTM A 653
type G185 zinc -coated galvanized steel, or
■ equivalent, shall be used. I
IRC R317.3.1 IBC 2304.10.5.1 ■
EXISTING WOOD GUARDRAILING
TO REMAIN - NO CHANGE
NEW BEAM PER
NEW POSTS PER
O
ALL POSTS TO BE GxG *PRESSURE TREATED* HEM -FIR #2 UNLESS NOTED OTHERWISE
FASTENER NOTES:
IRC 319.3 FASTENERS FOR PRESSURE TREATED PRESERVATIVE
AND FIRE RETARDANT TREATED WOOD SHALL BE HOT DIPPED
GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER
ALL STRUCTURAL CONNECTOR HARDWARE SHALL BE Z-MAX COATED
"51MP50N STRONG -TIE" OR APPROVED EQUIVALENT.
"LEDGER-LOK" SCREWS * "THRU-LOK" BOLTS SHALL BE INSTALLED PER
MANUFACTURER'S TECHNICAL 5ULETIN5 AND ICC E5R REPORT # 1 078.
ENGINEERING NOTE:
PLANS * DETAILS SHOWN HAVE BEEN DESIGNED * ENGINEERED FOR THIS SPECIFIC
PROJECT. CONTACTOR SHALL CONTACT ENGINEER IF SITE CONDITIONS DIFFER OR
SUBSTITUTIONS ARE REQUESTED. ALL WORK SHALL BE INSPECTED BY BUILDING OFFICIAL.
PT HF#2 LEDGER
"LEDGER-LOK' SCREWS
2 PER BAY FOR I G"oc JOISTS)
?x8 HF#2 @ I G"oc
DISTS
IxG HF#2 BEAM
GZ" HANGER AT RIM BOARD
Ex4 POST
AM. 50NOTU13E FOUND.
POST TO REMAIN
:TOR TO COORDINATE STAIR FRAMING
IRS
2 @ 1 2"oc STRINGERS
0
EXISTING FRONT PORCH TO BE REMOVED AND DISPOSED, NEW FRONT WITH STAIRS
TO BE CONSTRUCTED
5/4"xG" COMPOSITE DECKING TO BE INSTALLED, SPACE DECKING MIN 1/4" APART TO
ALLOW DRAINAGE (OR PER MFR. RECOMMENDATIONS)
FRONT PORCH FOUNDATION /
FRAMING PLAN
1/4 11 = 1 1-011
EXISTING
RESIDENCE
- III III III III
III I —NEW P05T FOUNDATIONS PER PLAN I
SIDE DECK RIGHT E
3/1 611 _ I 1-011
(E) ROOF POST TO REMAI
NEW PERIMETER 3G" HIGH GUARDRAILS
w/ TOP -MOUNTED POSTS
LEVATION
(E) PT DECK JOISTS TO REMAIN
PT 2x BLOCKING AT BEAM
BETWEEN DECK JOISTS
NEW PT BEAM PER
51MP50N "PCGZ"
POST CAP
z
I
C7
w
C�
w
NEW PT POST PER PLAN
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
�EXISTING WOOD GUARDRAILING
TO REMAIN - NO CHANGE
EXISTING RESIDENCE
KNEE BRACES
PER PLAN
NEW BEAM
PER PLAN
NEW POSTS
PER PLAN
III III III III III III NEW P05T FOUNDATIONS PER PLAN —III I
SI DE DECK FRONT ELEVATION
3/1 611 = I 1-011
EXISTING RE51C
DECKING PLANKS PER PLAN
5IMP5ON "A5U4GZ" POST BASE
w/ 5/8" DIA x5" EMBED
PT POST PER PLAN SS -WEDGE ANCHOR
\ \ \
I O" DIAM. CONCRETE PLINTH.
CUT EXISTING CONC. SLAB DOWEL INTO FOOTING
•o
TO ACCOMODATE NEW POST FOOTING o w/ (4)#4 VERT BARS
u
—1 I II I II I—
_z
CONCRETE FOOTING
CID
PER PLAN
- O
NEW PT 4x4 HF#2 KNEE BRACE
1 /2"xG" GALV. LAG SCREW
w/ PL WASHER
EMBED 3-1/2" MIN INTO POST
AND COUNTERSINK TO KNEE -BRACE
DECK FLAMING / KNEE GLACE DETAIL
2 3/411 _ 1 I-011
EXISTING
RESIDENCE
ROOF P05T TO REMAIN
NEW POSTS
PER PLAN
a
7T�EW POST SONOTUBE -
FOUNDATIONS PER PLAN—
II I II I II I II I II I I I I I I I I I I II I I�
FRONT PORCH SIDE ELEVATION
3/1 611 = 1 1-011
MIN PT
(8)# 1
EACH END
)#4 BARS EA. WAY
51ZE PER PLAN
SIDE DECK NEW
FOUNDATION DETAIL
3 3/411 _ 1 I-011
5"x5"x3/8" MOUNTING
PLATE
2x8 MIN
RIM JOIST45IMP50N
(4)-3/8"0 GALV OR SS LAG
SCREW PRE -DRILLED WITH
114" PILOT HOLES AND
SOAP TH READ5
4x8 (MIN) FULL HEIGHT
BLOCKING BETWEEN JOISTS
"LU528"
B OR EQUIV.
SECTION A -A
ALUMINUM POST
DECKING
SECTION B-B
MOUNTING BRACKET
BY OTHERS
NG BEYOND
GUARDRAIL POST ATTACHMENT DETAIL
3/411 = 1 1-011
APPROVED
PLANS MUST BE
ON JOB SITE
=DGER TO REMAIN
:XISTING LEDGER SCREWS PER CODE
EW DECKING PLANKS PER PLAN
XISTING DECK JOISTS TO REMAIN
EW 51MP50N "DTT I Z" ANCHORS
Elf PLAN FOR LOCATIONS
IMP5ON "5DHW" TIMBER SCREW,
MBED 3" TO HOU5E WALL TOP
PLATE OR 2x WALL STUD
LEDGER CONNECTION DETAIL
3/411 — I 1-011
PT POST PER PLAN
DIAM. PER PLAN
5IMP50N "A5U44Z" POST BASE
w/ 5/8" DIA x5" EMBED
55-WEDGE ANCHOR
_z
CID
CONC. 50NOTU13E FOUNDATION
w/ (4)#4 VERT BARS
ON BE FOUND. DETAIL
4 3/411 = 11-011
51MP50N "15CZ"
STRINGER CONNECTORS
FASTEN STAIR
BACKING PLATE TO'j
DECK RIM JOIST
w/ 51MP50N "TJC37"
FLAT PLATE BTWN
EACH STRINGER
(MIN 2)
STAIR NOTES:
HANDRAILS ON STEPS TO HAVE ENDS
RETURNED AND PLACED MIN. 34", MAX. 38"
ABOVE STEP NOSING. THE HAND GRIP
PORTION OF HANDRAIL SHALL NOT BE LESS
THAN 1 -1 /2" NOR MORE THAN 2" IN
CROSS -SECTIONAL DIMENSION OR THE 5hA
SHALL PROVIDE AN EQUIVALENT GRIPPING
SURFACE. THE HANDGRIP PORTION OF
HANDRAILS SHALL HAVE A SMOOTH 5URFAC
WITH NO SHARP CORNERS. RAILING SHALL
NOT PA55 A 4" 5PhERE. THERE SHALL BE N(
MORE THAN A 3/8" VARIANCE BETWEEN THE
TALLEST RISER AND THE 5hORTE5T RISER 0
ANY FLIGHT OF STEPS.
I.V IV I. ✓ILI I I'\V VI\
DECK BELOW
STAI L 1=LAMING DETAIL RECEIVED
6 3/411 = I ar 10 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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(255) 265-4522
inquiry@evergreen
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DATE:
3/(5/202 I
SHEET SIZE:
24" x 36"
DRAWING:
D 1
BLD2021-0353