APPROVED BLD PLN ENG RESUB 1-Architectural_Plan+5.26.2021_2.47.50_PM+2218724PROJECT NOTES
PROJECT DESCRIPTION
PROPOSED KITCHEN REMODEL AND BACK PORCH RENOVATION.
PROJECT TEAM
OWNER:
Lisa and Jehiel Baer
10408 231 St. SW
Edmonds, WA 98020
REGULATORY
1. ALL MATERIALS, WORKMANSHIP, DESIGN AND CONSTRUCTION
DESIGNER/APPLICANT:
SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS AND THE
FOLLOWING APPLICABLE CODES USED IN THE DESIGN:
Alexandra Immel Residential Design, LLC
• 2018 INTERNATIONAL RESIDENTIAL CODE
5325 Ballard Ave. NW, Ste. 210
Seattle, WA 98107
• I
2018 INTERNATIONAL MECHANICAL CODE
• 2018 WASHINGTON STATE ENERGY CODE �
p: 206. 501.3038
L � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �
;The city of Edmond's has not ;contact: Tracy Ronaldson
• 2018 INTERNATIONAL FIRE CODE '
;adopted the 2018 International
: tracy@alexandraimmeldesign.com
• EDMONDS MUNICIPAL CODE �I
:Plumbing Code. The City has
2. A SEPARATE PERMIT MAY BE REQUIRED FOR PLUMBING, �_
■adopted the 2018 Uniform
;STRUCTURAL ENGINEER:
_ _ _ _
ELECTRICAL AND/OR MECHANICAL WORK AS APPLICABLE.
'- Plumbing Code (UPC). All design; Sandro Kodama
3. A COPY OF THE APPROVED PERMIT PLANS MUST BE ON THE JOB
!and installation should follow the
:Quantum Consulting Engineers LLC
SITE DURING CONSTRUCTION.
� requirements found in the 2018
! p: 206.957.3907
- UPC.
ti������������������������������-SKodama@quantumce.com
'
ARCHITECTURAL
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND
CONTRACTOR:
CONDITIONS OF THE BUILDING AND SITE. IN EVENT OF ANY
Doru Ursulean
DISCREPANCY BETWEEN CONTRACT DOCUMENTS AND EXISTING
Eagle Remodel and Construction
CONDITIONS, OR BETWEEN CONTRACT DOCUMENTS THEMSELVES,
122 146th St SW
THE GENERAL CONTRACTOR SHALL NOTIFY THE DESIGNER PRIOR TO
Lynnwood, WA 98087
PROCEEDING WITH WORK.
p: 206.979.1547
2. DIMENSIONS TO FACE OF CONCRETE FRAMING OR AS NOTED.
eagle.reco@gmail.com
3. IN THE EVENT OF FIELD ERRORS OR OMISSIONS, THE GENERAL
CONTRACTOR SHALL NOTIFY DESIGNER AND MAKE NO REPAIRS
WITHOUT APPROVAL.
4. DO NOT SCALE CONTRACT DOCUMENTS.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PERFORMANCE
AND WEATHERPROOFING OF THE ENTIRE BUILDING, ITS
COMPONENT EQUIPMENT, AND PARTS.
6. CONTRACTOR SHALL PROVIDE WORK AND WORKMANSHIP IN A
WAY TO MEET ALL APPLICABLE CODES.
7. CONTRACTOR SHALL COORDINATE ALL TECHNICAL TRADES AND
SUBCONTRACTORS TO VERIFY MEETING THEIR REQUIREMENTS AS
PART OF THEIR CONTRACT.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY
PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR
PROCEDURES REQUIRED TO PERFORM THE WORK.
9. ALL WASTE AND REFUGE CAUSED IN CONNECTION WITH THE
WORK SHALL BE REMOVED FROM THE PREMISES AND DISPOSED OF
BY THE CONTRACTOR. THE PREMISES SHALL BE LEFT CLEAR AND
CLEAN TO THE SATISFACTION OF THE OWNER.
10. CONTRACTOR SHALL DESIGN AND INSTALL SHORING AS
REQUIRED TO PERFORM WORK. ENGINEERING, CONSTRUCTION,
AND SAFETY OF THE SHORING SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR.
11. CONTRACTOR TO TEST FOR LEAD IN PAINT AND ASBESTOS IN
AREAS BEING WORKED ON AND REMOVE USING APPROPRIATE
ABATEMENT METHODS IF NECESSARY.
APPROVED
PLANS MUST BE
ON JOB SITE
City of Edmonds
Building Department
APPROVED Plans
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
OBTAIN ELECTRICAL
PERMIT FROM
STATE LABOR &
INDUSTRIES
LIST OF DRAWINGS
A- ARCHITECTURAL
A0.0
COVERSHEET
A1.1
SITE PLAN
A2.1
BASEMENT FLOOR PLAN
A2.2
FIRST FLOOR PLAN
A2.3
ROOF PLAN
A3.1
EXTERIOR ELEVATIONS
A3.2
EXTERIOR ELEVATIONS
A4.1
SECTIONS
A6.1
ENLARGED KITCHEN PLAN &INT ELEVS
A7.1
WINDOW &DOOR SCHEDULE
S- STRUCTURAL
S1.0 GENERAL STRUCTURAL NOTES
S2.0 DETAILS
Downspouts shall connect to existing tightline
system or splash blocks.
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
Applicant shall repair/replace all
damage to utilities or frontage
improvements in City right-of-way
per city standards that is caused or
occurs during the permitted project.
ENGINEERING DIVISION
OWNER/CONTRACTOR IS RESPONSIBLE FOR APPROVED AS NOTED
EROSION CONTROL AND DRAINAGE ,II
J�,� W��Gik 05/10/2021
LOT INFORMATION
OWNER: JEHIEL BAER & ELIZABETH FULLER
PARCEL: 00426100000900
ADDRESS: 10408 231 ST ST. SW, EDMONDS, WA 98020
ZONING: Rs-8
OCCUPANCY: R-3
LEGAL DESCRIPTION: SHERWOOD ESTATES BLK 000-D00 -LOT 9 TGW VAC PTN
104TH AVE SW LY E OF & ADJTO SD LOT PER COMM RES NO 970251 (LOTS 6-11
HAE EQUAL & UND INT IN TR 16)
PARCEL AREA: 11,761.2 SF/ .27 ACRES
LOT COVERAGE: 35%
MAX HT: 25'
BUILDING INFORMATION
BUILDING GROSS SF:
(E)BASEMENT
(E)1 ST FLOOR
(E) ATTAC H E D GA RAG E
PROPOSED REPLACED PATIO COVERING
TOTAL -
VICINITY MAP
231 st St 5`N
Friar Tuck �
0
a
a
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0
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_;
231 st St SW
R°6�^ N
��r
ENERGY CODES
ENERGY CREDITS NOT REQUIRED DUE TO NO ADD'L PROPOSED SF.
BUILDING ENVELOPE COMPLIANCE TO FOLLOW PRESCRIPTIVE TABLE
R402.1.1.
INSULATION R-VALUE:
WOOD FRAMED WALLS:
21
HEADERS AT EXT. WALLS:
10
FLOORS OVER UNHEATED SPACE
30
CEILINGS:
49
VAULTED CEILINGS:
38
SLAB R-VALUE &DEPTH
10, 2 FT
BELOW -GRADE WALL R-VALUE
10/15/21 INT + TB
MINIMUM U-VALUE:
WINDOWS: .30
SKYLIGHTS: .50
OPAQUE DOORS: .30
EXISTING NEW UNHEATED THE BUILDER SHALL COMPLETE AND POST AN "INSULATION CERTIFICATE
FOR RESIDENTIAL CONSTRUCTION" WITHIN 3' OF THE ELECTRICAL PANEL
1426.3 0 PRIOR TO FINAL INSPECTION. SEE FORM ON LAST PAGE OF PLAN SET.
774.0 0
2200.3
Sherwood
Elementary School
Q�
558.8
166.7
MECHANICAL
EXISTING FORCED AIR FURNACE.
0 725.5 MECHANICAL VENTILATION
MECHANICAL VENTILATING SYSTEM IN KITCHEN SHOULD
EXHAUST DIRECTLY TO THE OUTSIDE. THE POINT OF
DISCHARGE OF EXHAUST AIR SHALL BE AT LEAST TREE FEET
FROM ANY OPENING INTO THE BUILDING. (2015 IMC
501.2.1)
MIN. VENTILATION AT KITCHEN: 100 CFM
•10408 231 st St SW,
Edmonds, WA 98020
LIGHTING
A MINIMUM OF 75% OF LAMPS IN NEW LIGHT FIXTURES
SHALL BE HIGH EFFICACY PER R404.
City Of Edmonds
Building Department
Work ; KITCHEN REMODEL, DECK
Address `-------------------- 10408 -231 ST ST SW ----
----------------------------
Owner
Approved Date __- 06/Og/20 1 -
Q Q,,/
Building Official ; QiIJ�/%j G1�0%!� /QiGGt
Permit Number---------- BLD2021-0566
APPROVED BY PLANNING
�1u����
Jun 03 2021
ABBREVIATIONS
ADD'L
ADDITIONAL
DIM
DIMENSION
FIN
FINISH
FV
FIELD VERIFY
MAT'L
MATERIAL
PT
PAINT
ADJ
ADJUSTABLE
DN
DOWN
FL
FLOOR
GC
GENERAL CONTRACTOR
MAX
MAXIMUM
PTD
PAINTED
SS
STAINLESS STEEL
AFF
ABOVE FLOOR FINISH
DR
DOOR
FLR
FLOOR
GWB
GYPSUM WALLBOARD
MDF
MEDIUM -DENSITY FIBERBOARD
RCP
REFLECTED CEILING PLAN
STL
STEEL
APPROX
APPROXIMATE
DS
DOWNSPOUT
FLUOR
FLUORESCENT
HB
HOSE BIB
MECH
MECHANICAL
REF
REFERENCE
STRL
STRUCTURAL
BLDG
BUILDING
DWG
DRAWING
FO
FACE OF
HD
HEAD
MFR
MANUFACTURER
REFR
REFRIGERATOR
TBD
TO BE DETERMINED
B.O.
BOTTOM OF
(E)
EXISTING
FOC
FACE OF CONCRETE
HDWD
HARDWOOD
MIN
MINIMUM
REQ
REQUIRED
T.O.
TOP OF
CL
CENTER LINE
E
EAST
FOF
FACE OF FRAMING
HR
HOUR
MISC
MISCELLANEOUS
RM
ROOM
TYP
TYPICAL
CLG
CEILING
EA
EACH
FO FIN
FACE OF FINISH
HT
HEIGHT
MTL
METAL
RO
ROUGH OPENING
UNO
UNLESS NOTED OTHERWISE
CTR
CENTER
ELEC
ELECTRICAL
FOIC
FURNISHED BY OWNER
ID
INTERIOR DESIGN
(N)
NEW
S
SOUTH
VIF
VERIFY IN FIELD
CONC
CONCRETE
ELEV
ELEVATION
INSTALLED BY CONTRACTOR
INCL
INCLUDE
N
NORTH
SD
SMOKE DETECTOR
W
WEST or WIDTH
CONT
CONTINUOUS
EP
ELECTRICAL PANEL
FO10
FURNISHED BY OWNER
INSUL
INSULATION
N/A
NOT APPLICABLE
SF
SQUARE FOOT OR FEET
W/
WITH
CPT
CARPET
EQ
EQUAL
INSTALLED BY OWNER
IN
INCHES
NIU
NOT IN USE
SIM
SIMILAR
W/IN
WITHIN
(D)
DEMOLISH
EQUIP
EQUIPMENT
FRMG
FRAMING
INT
INTERIOR
OC
ON CENTER
SOG
SLAB ON GRADE
WD
WOOD
DESCR
DESCRIPTION
EXT
EXTERIOR
FT
FOOT OR FEET
JT
JOINT
�
PROPERTY LINE
SPEC
SPECIFICATION
WT
WEIGHT
DIA
DIAMETER
FD
FLOOR DRAIN
FTG
FOOTING
LTG
LIGHTING
PLYWD
PLYWOOD
SQ
SQUARE
Zone
RS-8 'Corner
__ � Flag X
Setbacks:
Required
Proposed
Side
N
7.5
25.8
Side
W
7.5
7.5+
Side
S
7.5
7.5+
7.5
25
Side
E
�___________,
25
13.7
Height
�-----------�
' ------
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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CITY OF EDMONDS
DEVELOPMENT SERVICES
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379'_ _ _ _ L
6'
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11'1
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o I(N)
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--- PL 20.05'
-------- 32'-5 3/4"
54'-10"
PROPERTY LINE
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REPLACE (E)
PORCH COVERING
169.47 sa ft
151.88 sq ft
(E) RESIDENCE
10408 231 ST ST. SW
MAIN FL +BASEMENT
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1
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(E)DECK —
ARPORT � I
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J 230.98 s ft
ACCESS �
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• - ..:.
360'
PROPERTY LINE 72.3E
360'
�_�n�� � �� ���_R �zia��
—.— _ _
ACCESS ROAD FROM 231ST STREET SW
___________ DATUM PT. +361' SS
--------------
MANHOLE COVER -
�i
LOT INFORMATION
OWNER: JEHIEL BAER & ELIZABETH FULLER
PARCEL: 00426100000900
ADDRESS: 10408 231 ST ST. SW, EDMONDS, WA 98020
ZONING: RS-8
OCCUPANCY: R-3
LEGAL DESCRIPTION: SHERWOOD ESTATES BLK 000-D00 -LOT 9 TGW VAC PTN
104TH AVE SW LY E OF & ADJTO SD LOT PER COMM RES NO 970251 (LOTS 6-11
HAE EQUAL & UND INT IN TR 16)
PARCEL AREA: 11,761.2 SF/ .27 ACRES
LOT COVERAGE: 35°�°
MAX HT: 25'
AREA OF WORK
PAVING/WALKWAY
DECK
��
FENCE
SS
(E) SIDE SEWER
IMPERVIOUS SURFACE:
EXISTING:
DRIVEWAY
1,142.E
CARPORT ACCESS
803.25
RESIDENCE
1,518.41
CARPORT
574.63
CONCRETE PATIO
219.14
CONCRETE WALKWAY TO PATIO
151.88
NEW:
CONCRETE INFILLAT PATIO
13.69
REPLACED:
NONE
TOTAL NEW &REPLACED: 13.69 sgft
TOTAL IMPERVIOUS SURFACE: 4,423.E sgft
(E) RESIDENCE:
1,518.41
(E) CARPORT
574.63
(E) DECK AT ENRANCE
230.98
(E) STAIRAT ENTRANCE
132.83
(N) PORCH COVERING REPLACING (E)
169.47
TOTAL LOT COVERAGE:
2,62E sq ft
TOTAL LOT AREA:
11,908 sq ft
TOTAL LOT COVERAGE:
22%
ALLOWABLE LOT COVERAGE: 35%
LOT SLOPE: 21%
HEIGHT CALCULATION:
A = 379'
B = 380'
C = 373'
D = 374.5'
AVERAGE GRADE _ (379' + 380' + 373' + 374.5') 14 = 376.6'
ACTUAL HEIGHT = 390.6'
MAX ALLOWABLE HT = 376.6' + 25' = 401.6'
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2
3.1
BASEMENT FLOOR PLAN
(E)BASEMENT GROSS SF: 773.98 sq ft
(E)GARAGE GROSS SF: 558.81 sq ft
NO WORKATTHIS TIME
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CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
4/19/21
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TYPICAL FLOOR NOTES: ��TT<F, �,A, 206 �°���
16'-3 1/2" 1. ALL EXISTING DIMENSIONS ARE APPROXIMATE AND TO
(N)LOW DECK, SIM FOOTPRINT AS (E)PATIO FACE OF EXISTING FINISH. TO BE VERIFIED IN FIELD. ALL
6x6 POST W/ ABU NEW DIMENSIONS ARE TO FACE OF FRAMING, UNLESS
POST BASE, TYP. 1'-0" NOTED OTHERWISE.
9'-10 1/2" 1'-0" 2. ALL NEW INTERIOR WALLS TO BE 2x4 @ 16" O.C. (U.N.O.)
NEW DECK OVER ADJUSTABLE z 3. ALL NEW EXTERIOR WALLS TO BE 2x6 @ 16" O.C.
PEDESTAL SYSTEM, APPROX. 6" PROPOSED (N)COVERED w (U.N.O.)
ROOF ABOVE � A3.2 4. NEW STAIRS: 0
ABOVE (E)PATIO � 2
o •MAX STAIR RISE IS 7 3/4", MIN RUN IS 10". MINIMUM CV
a � w 18"x18"x0'-8" FTG w/ (2) #4 TREAD IS 10" MEASURED AT RIGHT ANGLES TO THE �
LINE OF (E) CONC PATIO o EA. WAY, TYP. TREAD'S LEADING EDGE. THE GREATEST TREAD DEPTH Q �
� SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8". Z �
ROOF ABOVE •THERE SHALL BE A HANDRAIL ON ONE SIDE OF STAIRS 0
_ WITH 4 OR MORE RISERS. HANDRAIL HEIGHT SHALL BE Lu Q
(N) CONC. INFILL BELOW — — — —.�
o_ VERTICALLY 34-38"ABOVE THE STAIR NOSING. HANDRAIL W
NEW DECK 12/S2. w WALKWAY DIAMETER SHALL BE 1 1/4-2", OR IF NOT CIRCULAR, AT O
o )COV � LEAST 4", MAX 6 1/4" WITH A MAX CROSS SECTION OF 2 � Q
�f�t=� `" 1/4". RETURN HANDRAILS TO THE WALL OR A NEWEL � N
a A3.1 — — — — — — A3.1 POST. HANDRAIL DISTANCE FROM WALL SHALL BE AT LJJ 0 �
(E)COVERED � LEAST 1 1/2". � Z W
(E)WINDOW I •ALL EXTERIOR STAIRS SHALL BE PROVIDED Q
z PATIO E S (E)DRYER WELL (E)GARDEN ILLUMINATION (MIN 1FC) IN THE IMMEDIATE VICINITY OF W O m
REMOVE (E) COLUMN, TYP — ——(N)DECK— — — VENT I EACH LANDING. op � Q
iv � r — — — � — � I 5. GUARDRAIL: PROVIDE A GUARDRAIL WHERE THERE IS N Q �_
� o s I A VERTICAL DROP IN FLOOR SURFACE GREATER THAN w W W J
� 30". THE MIN HEIGHT OF THE GUARD SHALL BE 36"ABOVE —
� REMOVE I � WALKING SURFACE. OPENINGS IN THE GUARD SHALL V
� I
� _ I NOT ALLOW A SPHERE OF 4" TO PASS THROUGH (6" AT Z � �` Z
� (E)CONC STEP
o I THE TRIANGULAR PORTION OF A STAIR). GUARDRAIL � (/�
� (E)CONC STEP TO � � I SYSTEM ELEMENTS AND SUPPORTING CONNECTIONS W � �
� REMAIN, SEE 2/A4.1 I � I MUST BE ABLE TO RESISTA 200 LB. CONCENTRATED LOAD � H Q
? 1 � I ¢ N I � I APPLIED AT THE TOP OF THE GUARD. INFILL N W N�
A6.1 I — I COMPONENTS MUST RESISTA 50 LB. LOAD APPLIED OVER — � �
— I � I A 12"X12"AREA. �
W04 I 6. SMOKE DETECTORS TO BE HARD WIRED W/ BATTERY � �
BACK -UPPER R313. Z � M
F.O. (E)FIN. — � � I 7. PAINT: NEW PAINT THROUGHOUT REMODEL Q (V
I L —� i I 8. INTERIOR BASE &CASING: PTD WD TRIM TO MATCH (E). w
9. LIGHTING: A MINIMUM OF 75% OF LAMPS IN NEW LIGHT � �
I I D01 z I FIXTURES SHALL BE HIGH EFFICACY PER R404. Q �
I (2)2x6 I 10. VENTILATION FAN: REFER TO ENERGY w
I I a I REQUIREMENTS ON A0.0. EXHAUST DIRECTLY TO THE � �
I � � I OUTSIDE. THE POINT OF DISCHARGE OF EXHAUST AIR = �
I I � PROPOSED I SHALL BEAT LEAST THREE FEET FROM ANY OPENING H
I REMODELED KITCHEN, I o INTO THE BUILDING. �
M � SEE ENLARGED PLAN N N �
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100 o i— — � W
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6.1 3 3.1 I CO CARBON MONOXIDE DETECTOR ~PRINT DATE: 4/19/21
_ I I ' � � 4 6.1 I SD SMOKE DETECTOR, SEE TYP. FLOOR NOTES #6 � DRAWING ISSUE: DATE:
I I� I T I EXHAUST FAN ON SWITCH, SEE TYP. V
� I I 03 i I KITCHEN I 4 FLOOR NOTES #12. �
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RESUB
May 26 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
1st FLOOR PLAN
REMOVE (E)PORCH COVERING, REPLACING
WITH NEW GABLE ROOF COVERING
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ROOF
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TYPICAL ROOF NOTES:
1. FLASHING SHALL BE INSTALLED IN SUCH A
MANNER AS TO PREVENT MOISTURE
ENTERING THE WALL AND ROOF THROUGH
JOINTS, THROUGH MOISTURE PERMEABLE
MATERIALS AND AT INTERSECTIONS WITH
PENETRATIONS THROUGH THE ROOF PLANE.
METAL FLASHING SHALL BE CORROSION
RESISTANT WITH ATHICKNESS OF NOT LESS
THAN .0019". IRC 903.2.
2. FOR ROOF VENTILATION, PROVIDE A MIN. 1
SF VENT AREA PER 150 SF OF ATTIC TO BE
VENTED AND ALLOW A MIN. 1"AIR GAP
BETWEEN INSULATION AND ROOF SHEATHING.
NEW PORCH COVERING
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May 26 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
A2.3
+21'-7"
3 (E) ROOF
+g' _
2 (E) 1ST FINISH FLOOR
+�" _
1 (E) BASEMENT
MAX ALLOWABLE
HEIGHT
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BUILD (N)DECK OVER (E)SLOPING I
CONC PATIO AND REPLACE WITH
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WEST ELEVATION
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CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
4/19/21
DATE:
07.01.20
04.19.21
A3.1
NC
TLR
SOUTH
ELEVATION
+21'-7"
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May 26 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
4/19/21
DATE:
07.01.20
04.19.21
A3.2
NC
TLR
+21'-7"
(E) ROOF
SKYLIGHTS IN (N) ROOf
(N) ROOF PER STRL
WOOD T&G UNDERSIDE
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(N) DOOR AND THRESHOLD
(N) POLISHED CONC TOPPING
OVER (E) CONC STEP
(N) DECK OVER ADJUSTABLE
PEDESTAL SYSTEM
REMOVE (E) CONC STEP
(SHOWN DASHED)
(E) CONC PATIO TO REMAIN
(E) CONC STEP TO REMAIN
E/W SECTION -STEP DETAIL
INSTALLATION TO BE COMPLETED IN
ACCORDANCE WITH TILETECH (OR
SIM.) PRODUCT SPECIFICATIONS
AND INSTRUCTIONS. USE OF
BUFFER PADS IS MANDATORY.
PVC PIPE PEDESTALS PER MFR. ADJUST
IPE WOOD, TILETECH PAVERS OR SIM. SECURELY PEDESTAL STAK-CAP AND UNI-SHIM PER
FASTENED TO PEDESTALS W/DECK SCREWS PER MFR MFR'S INSTRUCTIONS TO ACCOMMODATE
1X FASCIA BOARD FLUSH W/ T.O.PAVER, SLOPE OF CONCRETE AND PROVIDE A
MUST FULLY CONTAIN PAVERS AND TIE BACK LEVEL DECK
INTO BUILDING WALL. FASTEN TO LEDGE BOARD (E) CONCRETE
WI FINISH SCREWS PER MFR
LEDGER BOARD, FASTEN TO PVC PIPE W/
DECK SCREWS PER MFR. � xQ�
PROVIDE GAP TO ALLOW � �
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j� .'�. ' .
D�.
SLIP -RESISTANT BUFFER PADS
AT PEDESTALS PER MFR
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(E)PTD WD
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_ �,_�,.
D01
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SIDING, MATCHING NORTH SIDE
(E) CONC PAD
�FnlFaei nInTF•
HARDWARE AND FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED
WOOD SHALL BE OFHOT-DIPPED ZINC GALVANIZED STEEL, STAINLESS
STEEL, SILICON BRONZE OR COPPER. IN ABSENCE OF MANUFACTURER'S
RECOMMENDATIONS AMINIMUM OF ASTM A 653 TYPE G185ZZNC-COATED
GALVANIZED STEEL, OR EQUIVALENT, SHALL BE USED.
I RC R317.3.1, I BC 2304.10.5.1
MAX ALLOWABLE
HEIGHT
CONTINUOUS RIDGE (E) ROOF
VENT —SEE ROOF
PLAN
(N) ROOF
(N)DECK MOUNT
SKYLIGHTS +19'-2" +390.6'
(N) ROOF RIDGE
METAL EAVE FLASHING
1"CONTINUOUS STRIP VENT
WITH CORROSION
RESISTANT SCREEN
CONTINUOUS STRIP VENT
BEHIND BOTTOM BOARD
(N) DECK ON ADJUSTABLE
PEDESTAL SYSTEM
(N) CONC. INFILL,
SEE PLAN
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May 26 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
A4.1
KITCHEN RAP
CAPABLE OF E.
MORE TH
REQUIRE M
�� ENLARGED KITCHEN PLAN
I �1 1
1 I ccnl F• �i�" _ �'_n"
KITCHEN DEMO NOTES:
1. THE FOLLOWING ARE TO BE REMOVED, REPLACED &
REPLACED WITH NEW WITHIN NEW CONFIGURATION:
- CABINETS
- PLUMBING FIXTURES
-ALL APPLIANCES EXCEPT FOR THE THE BUILT-IN OVENS.
TAKE CARE TO PROTECT DURING CONSTRUCTION.
-LIGHT FIXTURES
- FLOORING
2. THE BRICK WALLL IS TO REMAIN. TAKE CARE TO PROTECT
THE BRICK DURING CONSTRUCTION. BRICK WILL RECEIVE A
WHITE WASH FINISH.
M
�, KITCH EN E ELEVATION
� � L (E)BRICK WALL, PROTECT DURING CONSTRUCTION.
� � C BRICKS TO HAVE WHITE WASH FINISH. PROVIDE SAMPLE
C OR APPLY IN DISCRETE AREA FOR OWNER APPROVAL. USE
DILUTED CHALK PAINT, APPLY WITH STIFF BRISTLE CHIP
� � C BRUSH, BLOTTO DISTRESS. PRODUCT OPTION: ANNIE
SLOAN CHALK PAINT, COLOR: OLD WHITE.
(E)OPENING TO
DINING/LIVING � o 0 0 0 0 0 0
\ �
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OVENS
/ \
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KITCH EN S ELEVATION
2'-6" / 1'-0"
PTD.
GWB
W01
(E)OPENING� �
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CABINET � SILL TILE BACKSPLASH
0 0 0 � '�
I, I, 2'-0" � 8"
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FILL SPACE
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KITCHEN W ELEVATION
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FILL SPACE
PENINSULA ELEVATION
INSTALL PER MANUFACTURER'S
APPROVED SPECIFICATIONS AND
HAVE A COPY AVAILABLE FOR USE
BY INSPECTION STAFF
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ELVES 0
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May 26 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
A6.1
DOOR SCHEDULE
ID LOCATION TYPE DESCR. W HT THK MFR MAIL GLZ TEMPERED MIN U-VAL SF NOTES
D01 KITCHEN EXT. SWING GLAZED PANEL 2'-8" 6'-8" 1 3/4" SIERRA PACIFIC ALUMINUM CLAD LOW-E DOUBLE PANE X .28 19.13 EXISTING OPENING, VERIFY SIZE
DOOR SCHEDULE NOTES:
1. DOOR SIZES ARE SLABS NOT ROUGH OPENINGS.
2. ALL GLAZING TO BE NRFC CERTIFIED.
DOOR SCHEDULE
ccni F� �� _ ��_n^
WINDOW SCHEDULE
ID
SIZE RO
TYPE
MFR
MAT'L
GLAZING
U-VALUE
TEMPERED
EGRESS
SQ. FT.
NOTES
WIDTH
HEIGHT
SK01
2'-6 1/2"
3'-2 1/2"
FIXED SKYLIGHT
VELUX
ALUMINUM CLAD
LAMINATED DOUBLE PANE
EXT.
X
---
STAIN GRADE. DECK MOUNT; INCLUDE VELUX FLASHING KIT. SCREENS NOT REQUIRED PER IRC 2...
SK02
2'-6 1/2"
3'-2 1/2"
FIXED SKYLIGHT
VELUX
ALUMINUM CLAD
LAMINATED DOUBLE PANE
EXT.
X
---
STAIN GRADE. DECK MOUNT; INCLUDE VELUX FLASHING KIT. SCREENS NOT REQUIRED PER IRC 2...
SK03
2'-6 1/2"
3'-2 1/2"
FIXED SKYLIGHT
VELUX
ALUMINUM CLAD
LAMINATED DOUBLE PANE
EXT.
X
---
STAIN GRADE. DECK MOUNT; INCLUDE VELUX FLASHING KIT. SCREENS NOT REQUIRED PER IRC 2...
SK04
2'-6 1/2"
3'-2 1/2"
FIXED SKYLIGHT
VELUX
ALUMINUM CLAD
LAMINATED DOUBLE PANE
EXT.
X
---
STAIN GRADE. DECK MOUNT; INCLUDE VELUX FLASHING KIT. SCREENS NOT REQUIRED PER IRC 2...
SK05
2'-6 1/2"
3'-2 1/2"
FIXED SKYLIGHT
VELUX
ALUMINUM CLAD
LAMINATED DOUBLE PANE
EXT.
X
---
STAIN GRADE. DECK MOUNT; INCLUDE VELUX FLASHING KIT. SCREENS NOT REQUIRED PER IRC 2...
SK06
2'-6 1/2"
3'-2 1/2"
FIXED SKYLIGHT
VELUX
ALUMINUM CLAD
LAMINATED DOUBLE PANE
EXT.
X
---
STAIN GRADE. DECK MOUNT; INCLUDE VELUX FLASHING KIT. SCREENS NOT REQUIRED PER IRC 2...
W01
2'-10 1/2"
3'-2 1/2"
CASEMENT
SIERRA PACIFIC
ALUMINUM CLAD
LOW-E DOUBLE PANE
.28
10.62
SIMILAR EXISTING OPENING
W02
3'-2 1/4"
1'-6"
FIXED
SIERRA PACIFIC
ALUMINUM CLAD
LOW-E DOUBLE PANE
.28
5.31
W03
7'-0"
1'-6"
FIXED
SIERRA PACIFIC
ALUMINUM CLAD
LOW-E DOUBLE PANE
.28
11.63
W04
4'-0"
5'-5 1/2"
FIXED
SIERRA PACIFIC
ALUMINUM CLAD
LOW-E DOUBLE PANE
.28
X
22.62
WINDOW SCHEDULE NOTES:
1. WINDOWS ARE NOMINAL ROUGH OPENING, WIDTH AND HEIGHT.
2. ALL GLAZING TO BE NRFC CERTIFIED.
3. EGRESS MIN OPENING 24"H, 20"W, SILL HT 44" MAX, NET CLEAR OPENING 5.7SF.
4. CASEMENT WINDOWS USED FOR EGRESS MUST INCLUDE HARDWARE THAT ALLOWS THE
WINDOW TO OPEN A MINIMUM OF 90°AND PROVIDES FULL WIDTH CLEARANCE IN FULLY OPEN
POSITION.
5. ALL GLAZING WITHIN 18" OF FLOOR SHALL BE TEMPERED GLASS.
6. FOR ANY OPERABLE WINDOW LOCATED MORE THAN 6' ABOVE GRADE, THE BOTTOM OF
THE OPENING MUST BE A MINIMUM OF 24" AFF. IF OPENING IS LOWER THAN 24", WINDOW WILL
COMPLY IF IT DOES NOT OPEN MORE THAN 4" OR IF IT'S EQUIPPED WITH A WINDOW OPENING
CONTROL DEVICE THAT COMPLIES WITH ASTM F2090-10.
7. WINDOWS LESS THAN 10' ABOVE THE GROUND MUST HAVE LOCKS.
WINDOW SCHEDULE
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RESUB
May 26 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
4/19/21
nATF�
07.01.20
04.19.21
A7.1
NC
TLR
GRITERI�
I . ALL MATERIALS, WORKMANSHIP, DES 16N, AND CONSTRUCT I ON SHALL GONE=ORM TO THE DRAWINGS, SPEC I � I GAT IONS,
THE 2018 EDITION OE THE INTERNATIONAL BUILDING GODS (I BG),
2. DESIGN LOADING CRITERIA
ROOF SNOW LOAD
25 PSP
3. STRUCTURAL DRAWINGS SHALL BE USED IN GON.IUNGTION WITH ARGHITEGTURAL DRAWINGS FOR BIDDING AND
GONSTRUGTI ON. CONTRACTOR SHALL VERIFY D I MEN51 ON5 AND GOND I T I ON5 FOR GOMPATI B I L I TY AND SHALL NOTIFY
ARCH I TEGT OE ANY D I SGREPANG I E5 PRIOR TO CONSTRUCT I ON.
4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING
ANY WORK. ALL DIMENSIONS OE EXISTING CONSTRUCT I ON SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES
ONLY AND MUST BE VERIFIED.
5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING POR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL
FINAL CONNECT I ONS HAVE BEEN COMPLETED I N ACCORDANCE WITH THE PLANS.
6. CONTRACTOR SHALL BE RE5PON51BLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES
OR PROCEDURES REQUIRED TO PERFORM THEIR WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY
AUTHORITY OR ACTUAL AND/OR D I REGT RESPON51 B I L I TY FOR THE SPEC I F I G WORKING GOND I T I ONS AT THE SITE
AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OE ANY TRADE CONTRACTOR. THE STRUCTURAL
EN61 NEER HAS NO DUTY TO I NSPEGT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAI=ETV DEP I G I ENG I ES
OE THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PRO.IEGT SITE.
7. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED I N WRITING TO THE ARCH I TEGT AND STRUCTURAL EN61 NEER
POR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT
SATISFY THIS REQUIREMENT.
8. DRAW I N65 I ND I GATE GENERAL AND TYP I GAL DETA I L5 OE CONSTRUCT I ON. WHERE GOND I T I ON5 ARE NOT
SPEGIFIGALLY INDICATED BUT ARE OE SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OE
CONSTRUCTION SHALL BE USED, SUB.IEGT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL
EN61 NEER. WHERE INFORMATION ON THE DRAWINGS I S I N GONFL I GT WITH THE SPEC I F I GAT I ONS, THE MORE STRI N6ENT
SHALL APPLY, SUB.IEGT TD REVIEW AND APPROVAL BY THE ARCH I TEGT AND THE STRUCTURAL ENGINEER. DD NOT
SCALE THE DRAWINGS.
��
�. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND THEREFORE
MUST BE VERIFIED IN THE FIELD. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL
EN61 NEER FOR P0551 BLE FOUNDATION REDE51 GN.
FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH (CONTROLLED, COMPACTED STRUCTURAL FILL OR BOTH) AT
LEAST IS" BELOW LOWEST AD.IAGENT FINISHED GRADE. FOOTING DEPTHS/ELEVATIONS SHOWN ON PLANS (OR IN
DETAILS) ARE MINIMUM AND FOR 6U I DANCE ONLY; THE ACTUAL ELEVATIONS OF FOOT I N65 MUST BE ESTABLISHED BY
THE CONTRACTOR IN THE FIELD. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED UNDER COLUMNS OR
WALLS ABOVE.
BAGKF I LL BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE
DRAINAGE.
THE STRUCTURAL DESIGN IS BASED ON THE FOLLOWING ASSUMED VALUES:
ALLOWABLE SOIL PRESSURE
PASSIVE SOIL PRESSURE
SOIL GOEFFIGIENT OF FRICTION
501E DENSITY
1,500 PSF
300 PGF
0.35
120 PGF
ID. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH AGI 301.
CONSTRUCTION TOLERANCES SHALL NOT EXCEED THOSE LISTED IN AGI 117. CONCRETE SHALL ATTAIN A 28-DAY
STRENGTH OF f'c = 2.500 P51 AND MIX SHALL CONTAIN NOT LE55 THAN 5-I/2 SACKS OF CEMENT PER GUBIG YARD
AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LE55 (BEFORE THE ADDITION OF ADMIXTURES). THE
WATER/CEMENT RATIO SHALL NOT EXCEED 0.55 FOR FOOT I N6S AND 0.45 FOR ALL SLABS AND EXPOSED CONCRETE
UNLESS OTHERWISE NOTED. EXCEPT FOR FOOTINGS AND SLAB ON GRADE, AGGREGATE SIZE SHALL NOT EXCEED
3/4"
ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR -ENTRAINED WITH AN AIR -ENTRAINING
AGENT CONFORM I N6 TO ASTM G260. TOTAL AIR CONTENT FOR FROST-RE51 STANT CONCRETE SHALL BE I N
ACCORDANCE WITH AGI 318-14 TABLE 1�.3.3.1. ALL CONCRETE EXPOSED TO THE WEATHER SHALL OBTAIN A 28-DAY
STRENGTH f'c OF 3,000 PSI I N ACCORDANCE WITH AGI 3 I S TABLE I � .3.2. I AND I BG SECTION I a04. I . TH 15 I NGREASE
I N REQUIRED STRENGTH 15 FOR DURABILITY ONLY (SPECIAL I NSPEGTI ON I S NOT REQUIRED) .
I I . REINFORCING STEEL SHALL CONS I ST OF #4 BARS CONFORMING TO ASTM A615, GRADE 40, fy = 40,000 PSI AND
SHALL BE DETAILED (I NGLUD I NG HOOKS AND BENDS) I N ACCORDANCE WITH AGI 315 AND 318. LAP ALL GONT I NUDUS
RE I NFORGEMENT 48 BAR DIAMETERS, 2'-O" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOT I N6
INTERSECTIONS, LAP 2'-O" MINIMUM. PROVIDE (2) #4 MIN. U.N.O. TRIM BARS AROUND ALL OPENINGS IN CONCRETE
WALLS OR SLABS EXTENDING 2'-O" PAST CORNERS, Tl'PIGAL.
12. CONCRETE PROTECTION (GONER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS:
FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST EARTH 3"
FORMED SURFACES EXPOSED TO EARTH (i.e. WALLS BELOW GROUND) OR WEATHER 2"
SLABS AND WALLS (INTERIOR FACE) I "
GENER,4L STRUGTUR,4L NOTES
(The following apply unless shown otherwise on the plans)
13. EXPANSION BOLTS INTO CONCRETE SHALL BE "STRONG -BOLT 2 WEDGE ANCHOR", A5 MANUFACTURED BY 51MP50N
STRONG -TIE ANCHOR SYSTEMS. INSTALL IN STRICT ACCORDANCE WITH I.G.G. REPORT NO. ESR-303� INCLUDING
STANDARD EMBEDMENT REQUIREMENTS U.O.N. PROPOSED SUBSTITUTIONS SHALL BE SUBMITTED FOR REVIEW WITH
I .G.G. OR I APMO UE5 REPORTS I ND I GAT I N6 EQUIVALENT OR GREATER LOAD GAPAG I TI ES. SPECIAL I NSPEGTI ON 15
REQUIRED FOR ALL EXPANSION BOLT INSTALLATION.
14. SCREW ANCHORS INTO CONCRETE SHALL BE "TITEN HD", AS MANUFACTURED BY SIMPSON STRONG -TIE ANCHOR
SYSTEMS. INSTALL IN STRICT ACCORDANCE WITH I.G.G. REPORT NO. ESR-2713 INGLUDIN6 STANDARD EMBEDMENT
REQUIREMENTS U.O.N. PROPOSED SUBSTITUTIONS SHALL BE SUBMITTED FOR REVIEW WITH I.G.G. OR IAPMO UE5
REPORTS I ND I GAT I NG EQUIVALENT OR GREATER LOAD GAPAG I T I E5. SPECIAL I NSPEGT I ON 15 REQUIRED FOR ALL
SCREW ANCHOR INSTALLATION.
15. EPDXY -GROUTED ITEMS (THREADED RODS OR REINFORCING BAR) INTO CONCRETE SHALL BE INSTALLED USING
"SET-3G" ADHESIVE ANCHOR AS MANUFACTURED BY 51 MPSON STRONG -TIE ANCHOR SYSTEMS. INSTALL I N STR I GT
ACCORDANCE WITH I.G.G. REPORT NO. E5R-405-I, INGLUDIN6 STANDARD EMBEDMENT REQUIREMENTS U.O.N.
PROPOSED SUBSTITUTIONS SHALL BE SUBMITTED FOR REVIEW WITH I.G.G. OR IAPMO UE5 REPORTS INDICATING
EQUIVALENT OR GREATER LOAD GAPAG I T I E5. SPECIAL I NSPEGT I ON OE INSTALLATION 15 REQUIRED.
6. FRAMING LUMBER: SHALL BE KILN DRIED OR MG-I� (MOISTURE CONTENT LESS THAN Iq�), AND GRADED AND MARKED
IN CONFORMANCE WITH W.G.L.I.B. STANDARD NO. 17 GRADING RULES FOR WEST COAST LUMBER. FURNISH TO THE
FOLLOW I N6 MINIMUM STANDARDS:
.101 STS (2X, 3X, AND 4X MEMBERS) DOUGLAS FIR OR HEM -FIR NO. 2
BEAMS AND STRINGERS (I NGLUD I NG 6 X AND LARGER MEMBERS) DOUGLAS FIR NO. I
P05T5 AND TIMBERS DOU6LA5 FIR NO.
STUDS, PLATES & M I SGELLANEOUS LIGHT FRAM I N6 DOU6LA5 FIR OR HEM -FIR NO. 2
(AS NOTED ON PLANS / DETA I L5)
17. ALL WOOD EXPOSED TO WEATHER, OR BEARING ON UNPROTECTED CONCRETE BELOW GRADE, OR BEARING ON
UNPROTECTED CONCRETE LESS THAN 8" FROM EXPOSED EARTH SHALL BE PRESSURE -TREATED, U.O.N. PRESSURE
TREATMENT SHALL BE WITH AN APPROVED PRESERVATIVE AND BRANDED WI TH A QUAL I TY CONTROL AGENCY MARK
BY THE AMERIGAN WOOD PRESERVERS BUREAU OR EQUAL. ALL METAL HARDWARE IN CONTACT WITH TREATED
WOOD SHALL BE PROTECTED WITH A G185 GALVANIZED COATING (ZMAX) OR BETTER. ALL NAILS IN TREATED WOOD
SHALL BE HOT -DIP GALVANIZED OR BETTER. PROVIDE 2 LAYERS OF 30# ASPHALT I MPRE6NATED BU I LD I N6 PAPER
BETWEEN NON -PRESSURE -TREATED LEDGERS, BLOCKING, ETC., AND CONCRETE
IS. WOOD SHEATHING SHALL BE APA RATED, EXTERIOR GLUE; EXPOSURE I, IN CONFORMANCE WITH THE REQUIREMENTS
FOR THEIR TYPE I N DOG PS- I OR PS-2. SEE PLANS FOR TH I GKNESS, PANEL I DENTI F I GATI ON INDEX AND NAILING
REQUIREMENTS.
UNLESS OTHERWISE NOTED ON THE PLANS, ROOF SHEATHING SHALL BE LAID UP WITH FAGS GRAIN PERPENDICULAR TO
SUPPORTS. ALL ROOF SHEATHING EDGES SHALL HAVE APPROVED TONGUE -AND -GROOVE JOINTS OR SHALL BE
SUPPORTED WITH SOLID BLOCKING. ALLOW I /S" SPAG I NG AT ALL PANEL EDGES AND ENDS OF ROOF SHEATH I N6.
TOENAIL BLOCK I N6 TO SUPPORTS WITH (2) I Od-F NAILS AT EACH END, UNLESS OTHERWISE NOTED. AT BLOCKED
ROOF DIAPHRAGMS PROVIDE FLAT 2X BLOCKING AT ALL UNFRAMED PANEL EDGES AND NAIL WITH EDGE NA I L I N6
SPACED PER PLANS. WHERE NOT NOTED OTHERWISE, NAIL PANEL EDGES WITH 8d NAILS � 6" O.G. EDGES, 12" O.G. IN
THE FIELD.
�. TIMBER CONNECTORS GALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS
SPECIFIED I N THEIR CATALOG NO. G-G-201 �f . EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED,
PROVIDED THEY HAVE I.G.G. OR IAPMO UES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. CONNECTORS
SHALL BE SIZED TO MATCH THE SIZE OF THE FRAMING MEMBERS BEING CONNECTED. PROVIDE NUMBER AND SIZE OF
FASTENERS A5 SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF
THE NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE
WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LA6 SCREWS BEARING ON WOOD. UNLESS NOTED
OTHERWISE, ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE
(MINIMUM) A5 MEMBERS CONNECTED. ALL BOLTS TIGHTENED TO SNUG TIGHT.
20. WOOD FASTENERS:
A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPEGI F IGATI ONS:
DRAWING ID
NAIL NAME
NAIL DIAMETER
NAIL LENGTH
"6d"
6d Common
0.113"
2"
"Sd Box"
Sd Box
0.113"
2-I/2"
"Sd"
Sd Common
0.131"
2-I/2"
"IOd-F"
IOd Framer
0.131"
3"
"IOd"
IOd Shear
0.148"
2-I/4"
"16d"
16d Sinker
0.148"
3-I/4"
I F CONTRACTOR PROPOSES THE USE OF ALTERNATE NA I L5, THEY SHALL SUBMIT NAIL SPEC I F I GATT ONS TO THE
STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL.
B. NAILS - SHEATH I N6 FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO
COUNTERSINKING PERMITTED.
G. SCREWS SHALL BE WOOD SCREWS OF THE DIAMETER AND LENGTH NOTED ON THE DRAWINGS. 5D5 FASTENERS
ARE SIMPSON STRONG DRIVE SCREWS.
D. HOT DIPPED GALVANIZED NA I L5, BOLTS AND METAL PLATES -ALL NA I L5, BOLTS AND METAL PLATES I N CONTACT
WITH PRESSURE TREATED (INGLUDIN6 FIRE -RETARDANT TREATED) LUMBER SHALL BE HOT DIPPED GALVANIZED.
21. WOOD FRAMING NOTES: THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS:
A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OE
THE I BG. MINIMUM NAILING, UNLESS OTHERW 15E NOTED, SHALL CONFORM TO I BG TABLE 2304. I O. I . GDORD I NATE
THE SIZE AND LOCATION OE ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. PROVIDE
WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. TIGHTEN BOLTS AND
LA6 SCREWS SNUGLY AGAINST WOOD FRAMING AFTER WOOD HAS REACHED SPECIFIED MOISTURE CONTENT.
B. ROOF FRAMING: PROVIDE DOUBLE .1015T5 AROUND ALL OPENINGS IN ROOFS UNLESS OTHERWISE NOTED.
PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. NAIL ALL MULTI -.JOIST BEAMS TOGETHER WITH IOd-F NAILS
� 8" O.G. STAGGERED UNLESS OTHERWISE NOTED.
G. POSITIVE CONNECTIONS: PROVIDE THE FOLLOWING 51MPSON CONNECTORS AT TYPICAL FRAMING UNLESS
OTHERWISE NOTED ON PLAN OR DETAIL. PROVIDE GGQ/EGGQ GAPS AND PB5 BASES AT POSTS. PROVIDE BG
BASE WHERE P05T BEARS ON WOOD FRAMING BELOW. PROVIDE LU5 SERIES HANGERS FOR 2X ROOF .1015T5.
CONNECTORS SHALL BE SIZED TO MATCH THE SIZE OE THE FRAMING MEMBERS BEING CONNECTED.
D. HARDWARE AND FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZING
GALVANIZED STEEL, STA I NLE55 STEEL, 51 L I GON BRONZE OR COPPER. I N THE ABSENCE OF MANUFACTURER'S
RECOMMENDATIONS AMINIMUM OE ASTM A 653 TYPE G185 ZING -COATED GALVANIZED STEEL, OR EQUIVALENT,
SHALL BE USED. I RG R3 I � .3. I I BG 2304. 10.5. I .
QUANTUM
CONSULTING ENGINEER S
1511 THIRD AVENUE
SUITE 323
SEATTLE, WA 98101
TEL 206.957.3900
FAX 206.957.3901
www.quantumce.com
SEAL:
PROJECT:
BAER REMODEL
104®8 231 ST SW
E®M®N®S WA, 98®2®
APPROVAL:
U
PERMIT REVISIONS
5/26/21
PERMIT SUBMITTAL
4/16/21
NO.
DESCRIPTION
DATE
BY
ISSUES: �
REVISIONS:
P.M.
SKK
P.E.
MDA
DRAWN BY:
SC
SCALE:
AS SHOWN
DATE:
5/26/21
JOB NO.
21170.01
SHEET TITLE:
GENERAL
STRUCTURAL
NOTES
RESUB
May 26 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
SHEET NO.
S1.0
SHEATHING PER PLAN
PANEL EDGE NAILING
PER PLAN 2x FRAMING PER PLAN
GUT END FOR FIRM
STUD, BLKG. OR STUD, RIM .101 ST OR
2x BLOCKING PER BEARING ON TOP PLATE
ARCH.
PLATE AS OGGURS BLKG. AS OGGURS
2x SUBFASG I A
w/ (2) IOd-F
��
+ +
NAILS TO EACH
PANEL JOINT � � PANEL EDGE
2x FRAMING a�, Y
mac`
I
MEMBER �
�
I I I
?-�
SPACING PER I + I + I
SHEARWALL I I I
SCHEDULE j ' I (3) EQ SPACES, �
HI AT EACH 2x
�
'L I TYP. I
BLOCKING TO TOP FRAMING MEMBER
+ I + I
PLATE CONNECTION
� I I I
PER SHEAR WALL NOTE
+ I I
SCHEDULE (MIN. IOd-F SEE ARCHITECT OR
I I I
TOENAILS � 8" O.G. CONTRACTOR DE51GN
+ +
AT NON -SHEAR WALLS) FOR VENTING
REQUIREMENTS (DO
BEAM PER PLAN NOT INTERRUPT
NAILING)
P,4NEL JOINT P,41�L EDGE
PER ARCH.
NOTE:
(2'-O" MAX)
STAGGER EA. LINE OF
NAILING (AT ALL PANEL
EDGES) A5 I ND I GATED
TYPIG�41.5LOPED ROOF FRA�MIN6 TO EXTERIOR �,��: xou�
I
DEVIL ���: uou�
�
DEVIL ���: uox�
'�
TYPIGI�L STD Nl�ILIN6 sc,�-�: uot�
1�.
Wl�ll. - 2x i�4MIN6 PERPENDIGUL�R
2'-O"
PANEL EDGE
MIN. PANEL GONT I NUOUS PANEL EDGE
NA I L I N6 PER PLAN, SEE 2/54.0
DIMENSION
PANEL EDGE NAILING •,—=-_- _-_•_-_•_-_•_- -_-
LSTA24 � 4'-O" O.G.
PER PLAN I
2x4 FLAT BLKG.
� 2x FRAMING TO 2x
SHEATHING j
DEl'�IL �
— � FRAMING
•
PER PLAN � — •— — ..— — — — - — — - — - - — — -
FLAT BLOCKING �4T P,�1JEl. EDGES (hN-ERE REQD�
�— -- -------- -------
SHEATH I NG PER PLAN
FIELD NA I L I N6 AT ' �
PANEL EDGE
INTERMEDIATE FRAMING • I
NAI L I N6 PER PLAN
MEMBERS PER PLAN
-'�
SHEATHING.IOINT, •� ---- ----- ---�— � I ---
�
PANEL EDGE NAILING I• I
� 2x4 NAILER w/
PER PLAN, TYP. I.'I
; IOd-F NAILS � 6" O.G.
I I .I
WHERE FULLY BLOCKED . � •_ _ _ _ _ _ _ - _ _ _ _ � � _ _
z z
--moo o JOIST BEYOND AT JOIST
2x FR MIND P R P N
A E LA
D I APHRA6M5 ARE I I • I
~ 5PL I GE WHERE OCCURS
SPEC I F I ED ON THE I I' I
c�
w
LRUZ HANGER, TYP.
PLANS, PROYI DE �
� DET,41L B
I .I
2x4 FLAT BLKG. AT ' i • L
� PANEL EDGE Nr�ILIN6 �T JOIST SPLICE
RIDGE BEAM PER PLAN
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _
SHEATHING.IOINTS, •�— ----------- — 'T----
�'I
��°
5EE DETAIL A
I' I
I . RUN LONG DIMENSION OF SHEATH I N6 PANELS
I. � I
I •I
PERPEND I GULAR TO FRAMING.
- • • � �
2. WHERE FRAMING LAP 5PL I GE AND SHEATHING .101 NT5
_
—--��---
ARE OFFSET, SEE DETAIL B ABOVE.
TYPIG�1. FLUSH RIDGE BEAM - 2x FRAMING PERPENDIGUL�R ���: xou�
�
DEVIL ���: uox�
6
TYPIG�1.. ROOF AND FLOOR DI�PHRr�6M SHE�THII� �'�-�: xO�
8
NOTE:
HARDWARE AND FASTENERS IN CONTACT WITH PRESER�IATIVE-TREATED WOOD
SHALL BE OF HOT -DIPPED ZING GALYAN I ZED STEEL, 5TA I NLE55 STEEL, 51 L I GON
BRONZE OR COPPER. IN THE ABSENCE OF MANUFACTURER'S RECOMMENDATIONS
A MINIMUM OF ASTM A 653 TYPE G185 ZING -COATED GALVANIZED STEEL, OR
EG2U I VALENT, SHALL BE USED. I RG R3 I �.3. I I BG 2304.10.5. I
� ' -�.�
P05T PER PLAN
#4 DOWELS � w/ P05T BASE PER PLAN
18 O.G. E.W.,
DRILL � EPDXY FOOTING REINFORGIN6
(E) SLAB- PER PLAN
ON -GRADE 4„ (E) SLAB
THIGKNE55
TYP. (V I F)
C - -�
o� ° O ° �DoO Oo�� ° O ° �o
o °O�° d°�O o
OQOo° °CS�O°
FOOTING TO m � � ix �
BEAR D I REGTLY v Q � �
ON SUITABLE
BEARING 501L5 I'-O" MIN.
LAP
WIDTH PER PLAN
DET�41L sc,��: xou�
C�
DEVIL soa��: uor�
I O
DEVIL sc,��: I"=I'-0��
I I
TYPIG�L SPREAD FOOTII� �T EXISTING SLAB-ON-6R�DE sc,��: uot�
I '�
QUANTUM
CONSULTING ENGINEER S
1511 THIRD AVENUE
SUITE 323
SEATTLE, WA 98101
TEL 206.957.3900
FAX 206.957.3901
www.quantumce.com
SEAL:
PROJECT:
BAER REMODEL
1O4®8 231 ST SW
E®M®N®S WA, 98®2®
APPROVAL:
U
PERMIT REVISIONS
5/26/21
PERMIT SUBMITTAL
4/16/21
NO.
DESCRIPTION
DATE
BY
ISSUES: �
REVISIONS:
P.M.
SKK
P.E.
MDA
DRAWN BY:
SC
SCALE:
AS SHOWN
DATE:
5/26/21
JOB NO.
21170.01
SHEET TITLE:
DETAILS
RESUB
May 26 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
SHEET NO.
S2.0