REV1 APPROVED BLD BLD2023-1663+Architectural_Plan+4.27.2024_10.45.41_AM+42229031
(N) 2X6 PARAPET A4.1
NOTE: RAISE TOP OF
(E) PARAPET 2 1/2" TO
ALLOW FOR (N) RIGID INSULATION — — — — — — — —
TOP OF
WALL
(E) BEAM TO REMAIN
(N) PLYWOOD FILLER
CONTINUE VAPOR RETARDER
UNDER BEAM TO WALL
SEE STRUCTURAL I
M DWGS. FOR HEADER 1
0
I
+1
I I
FOAM INSULATION
I I
TOP OF R.O. I I
I I
1�--- - -- -
(N) WINDOW
4
A4.1
� 1
BOTTOM OF R.O.Of
—I I
� J
5/16" HARDIE PANEL
1X4 VERTICAL PT FURRING,
SPACING AS REQUIRED BY
HARDIE PANEL INSTALLATION
INSTRUCTIONS
WRB (TYVEK OR SIM.)
PLYWOOD SHEATHING
(SEE STRUCTURAL DWGS)
2X6 WALL WITH
R-21 UNFACED FG BATT INSULATION
5
A4.1
SEE FOUND. PLAN FOR VENT LOCATIONS,
SEE 8/A4.1
I
FIBER CEMENT. MIN. 2" ABOVE
PAVEMENT
I
I
I
DAMPPROOFING
TO FINISHED GRADE I
;L:PE I
BOTTOM OF FOOTING BELOW
FROST LINE, 18" MIN. BELOW
GRADE, CONFIRM WITH CITY
INSPECTOR
SEE STRUCTURAL DRAWINGS
FOR CONC. WALL REBAR
PLACEMENT
I
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d
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♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦ ♦♦♦♦♦♦♦ ♦
- CORROSION RESISTANT METAL COPING
MIN.6"
CANT STRIP
SEE ROOF PLAN FOR CRICKET
TOURCH-DOWN MODIFIED BITUMEN ROOT
BASE SHEET (MECH. FASTENED)
3" POLYISO INSULATION (R19.5)
ROOF SHEATHING
(E) 2X12 AT 24" O.C.
ROOF RAFTERS TO REMAIN
WITH (N) R-30 (10")
UNFACED BATT INSULATION
(N) 2X "SISTERED"
TO RAFTER FOR
FLAT CEILING
— BOTTOM OF (E) 2X12
RAFTER
DRYWALL CAULKED,
GLUED OR GASKETED #3
(E) STEEL POST BEYOND
FAI
TOP OF INSULATION TOUCHING BOTTOM OF
SHEATHING
BOTTOM OF INSULATION (NO VAPOR RETARDER
5/8" GYPSUM BOARD
(N) SLIM LED RECESSED Q2
LIGHT, IC RATED, AIR -TIGHT
ENCLOSURE, USE GASKETS
AND SEALANT FOR ALL
OPENINGS TO SEALAIR 100%
1.RED DOT • INDICATES LOCATION OF
CONTINUOUS SEALANT
2. USE HOT DIPPED GALVANIZED FASTENERS WHEN FASTENERS ARE IN CONTACT
WITH PT WOOD.
CERTAINTEED MemBrain
CLASS II VAPOR RETARDER,
SEE NOTE #2
3/4" T&G PLYWOOD OVER
2X10 FLOOR JOIST WITH
R-30 FACED FG BATT INSULATION WITH
FACING UPTIGHT AGAINST THE BOTTOM
OF FLOOR SHEATHING
PRESSURE TREATED
SILL PLATE INSTALLED
OVER SILL GASKET, SEE STRUCTURAL
DRAWINGS FOR ANCHOR BOLTS
(M CRAWLSPACE
SEPARATE (E) STEEL POST FROM
(N) CONC. WALL WITH STRIP OF
BITUMINOUS FLASHING TAPE
10
C
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
APPROVED
PLANS MUST BE
ON JOB SITE
REVISED PLAN APPROVED
1 CITY OF EDMONDS BUILDING DIVISION
BUILDING OFFICIAL
May 09 2024
APPROVED DATE
TYPICAL WALL SECTION DETAIL
SCALE: 1" = 1%0"
This revised plan sheet A3.1 is to
replace the approved plan sheet A3.1
QA
3 C C
12'-0 7/8" 20'-5"
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BEAM CONNECTIONS VERIFY IN FIELD
BUILDING SECTION A
SCALE:1/4" = 1'-0"
SECTION AT NEW DECK
SCALE:1/4" = 1'-0"
(N) SUBFLOOR;
SEE STRUCT. DWGS.
(N) 2x JOIST AND
INSULATION
SEE STRUCT. DWGS.
RIM BOARD CONNECTION
DETAILS
1 1vik"I11lwl4
DETAIL FOR WALL
FOOTING, POST AND
BEAM CONNECTIONS
ALIGN (N) SUBFLOOR
TO (E) SUBLFOOR
5 N AND E FLOORS
A3.1 SCALE: 11/2"= 1'-0"
(N) HARDWOOD FLOOR
(E) SUBFLOOR;
PATCH AS REQUIRED
(N) PRE -FABRICATED AWNING
BY OTHERS, INSTALL ACCORDING
TO MANUFACTURER'S INSTALLATION
INSTRUCTIONS
(N) LINTEL
(IF REQUIRED)
E HALL
(N) DECK FRAMING
1 1 3
(N) STEPS I A4.3 A4.1
I I �—
I '
I I
h (E) CRAWLSPACE
(N) SCREEN
HUNG FROM DECK >>F
(N) LEDGER
SECTION AT NEW ENTRY
SCALE:1/4" = 1'-0"
(E) FOUNDATION
WALL
4"
1 1/81 6"
PLASTER
o CMU
BRICK
O
STUCCO
TYPICAL EXISTING
EXTERIOR WALL
(PARTIAL SECTION)
(ASSUMED V.I.F.)
(E) PORCH BEAM TO REMAIN
(E) MASONRY PARAPET
TO REMAIN
(N) MASONRY (GROUT SOLID)
AT (E) BEAM
SEE STRUCT. DRAWINGS
(E) ROOF/FLOOR FRAMING
TO REMAIN
StudioPNW
ARC HITECTURE
176160th PL SE
BELLEVUE WA 98008
sean@studiopnw.com
206-883-2100
B2 ENGINEERS
10600 Woodinville Drive
Bothell, WA 98011
basri@b2engineers.com
Tel.425.318.7047
12025 REGISTERED
ARCHIZECi
JOHN JOSEPH HILL
STATE OF WASHINGTON
VOLPENTEST
PORCH
CONVERSION
802 DRIFTWOOD LN,
EDMONDS, WA 98020
4/27/2024
PERMIT DRAWINGS
NO. I DATE I DESCRIPTION
12129/23
PERMIT DRAWINGS
Q
02/21/24
REVISED PERMIT DRAWINGS
REVISION FOR INSULATION AT
Q2
4127124
ROORCEILING ASSEMBLY
PROJECT NO: Project No.
MODEL FILE:
240202 Volpentest PERMIT COMMENTS AC25.pin
DRAWN BY: S.H.
COPYRIGHT:
— — — — — — — — — — — — — — — — — — — — — —
L — — — — — — — J SHEET TITLE
(E) 2x JOIST AND
INSULATION SECTION D RAW I N G S
NEEDLE PINNING TEMPORARY
SHORING - GC TO CONSULT
(E) 2x FRAMED WALL WITH A SHORING ENGINEER FOR
SUPPORTING (E) INSTRUCTIONS ISLLATION BLD2023-1663
JOIST Q PRIOR
(N) STEEL BEAM - SEE STRUCTURAL
DRAWINGS
(N) GWB SOFFIT - T-0" ABOVE
FINISHED FLOOR A301
REVISI N
7 NEW BEAM IN KITCHEN Apr 29 2024
A3.1 SCALE: 1 1/2"= 1'-0" NDS
DEVELOPMENT I TY FOERVICES
DEPARTMENT