APPROVED BLD ENG PLN-BLD2020-1409+Architectural_Plan+3.8.2021_1.04.06_PM+2081108TAX PARCEL NUMBER:
GENERAL NOTES fOR CONSTRUCTION
Assessor's Parcel Number: 0059GO-000-003-00
PROPERTY ADDRESS:
18308 84TH PLACE W
EDMONDS, WA 9802G
PROPERTY OWNERS :
RAILIN AND CHRISTIAN SANTIAGO
16306 84TH PLACE W
EDMONDS, WA 9802G
(3GO)-790- 1 268
PROJECT CONTACT:
MAYA MINCEMOYER
G23 NW 83RD ST
SEATTLE, WA 98 1 17
(20G) 20G-228-4225
LEGAL DESCRIPTION:
LOT 3, TER MAR, ACCORDING TO THE PLAT THEREOF RECORDED
IN COLUMN 27 OF FLATS, PAGE 87, RECORDS OF SNOHOMISH
COUNTY, WASHINGTON.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON
SCOPE Of WORK:
ADD A 109 SF PLAYROOM OFF OF LIVING ROOM INTO
GARAGE AREA. A NEW WINDOW WILL BE ADDED TO THE PLAYROOM.
A 480 SF DECK ADDITION ON THE NORTH SIDE OF THE HOUSE.
VALUE Of CONSTRUCTION:
$ 10, 900.00
ZONING CODE ANALYSIS:
ZONING: RS 10
BUILDING USE: SINGLE FAMILY
CONSTRUCTION TYPE: VB
LOT SIZE: 12,042 5q.ft.
LOT COVERAGE PER ECDC I G.20.030
ALLOWED LOT COVERAGE: 35%O OF 12,042 = 4,2 15 S.F.
EXISTING LOT COVERAGE:
HOUSE � GARAGE - 3,1 1 G 5q.ft.
DECK - 3G3 5q.ft.
TOTAL COVERAGE - 3,1 1 G / 12,042 = 29%
PROPOSED LOT COVERAGE:
HOUSE � GARAGE - 3,1 1 G 56[.ft.
DECK - 843 5q.ft.
TOTAL COVERAGE - 3,959 / 12,042 = 33%
EXISTING S.F.
HOUSE 3,599 S.F. (BASEMENT 15T FLOOR)
DECK 3G3 S.F.
GARAGE GOG S. F.
TOTAL 4,5G8 S.F.
PROPOSED S.F.
HOUSE 3,708 S.F. (BASEMENT 15T FLOOR)
DECK 843 S.F.
GARAGE 497 S.F.
TOTAL 5,048 S.F.
BUILDING/ ENERGY COD
Zone RS-10 Corner
Flag
Setbacks:
Required
Proposed
Front E
25
25+
Sides N/S
,-----------
: 10/10
19/10+
Rear W
-----------,
20
.-----------
20
Other
25
17
Height
E ANALYSIS:
ENERGY CREDITS: TABLE 40G.2 - .5 REQUIRED (ADDITIONS LESS THAN 500 SF)
OPTION 5a - KITCHEN SINK $ SHOWERHEADS < 1 .75gpm
LAVATORY FAUCETS < I gpm
PER SECTION R402.4. 1 . 1 AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE
AND CONDITIONED SPACES.
502. 1. 1 . 1 BUILDING ENVELOPE EXCEPTION: WHERE NONCONDITIONED SPACE IS
CHANGED TO CONDITIONED SPACE, THE BUILDING ENVELOPE OF THE ADDITION
SHALL COMPLY WHERE THE UA, AS DETEKEMINED IN SECTION K402.1.4, OF THE
EXISTING BUILDING AND THE ADDITION, AND ANY ALTERATIONS THAT ARE PART OF
THE PROJECT, IS LESS THAN OR EUQAL TO THE UA GENERATED FOR THE EXISTING
BUILDING.
PER SECTION R503 ALTERATIONS
503. 1 . 1 BUILDING ENVELOPE - EXCEPTION 2 - EXISTING CEILING, WALL OR FLOOR
CAVITIES EXPOSED DURING CONSTRUCTION PROVIDED THAT THESE CAVITIES ARE
FILLED WITH INSULATION. 2x4 FRAMED WALLS SHALL BE INSULATED TO A MINIMUM
OF R- 15 AND 2xG FRAMED WALLS SHALL BE INSULATED TO A MINIMUM OF K-2 1.
K503.2 ANY NONCONDITIONED OR LOW -ENERGY SPACE THAT IS ALTERED TO BECOME
CONDITIONED SPACE SHALL BE REQUIRED TO BE BROUGHT INTO FULL COMPLIANCE
WITH THIS CODE.
WALL CADET WILL BE USED TO HEAT NEW PLAYROOM AREA.
PER SECTION K40G.2.4
CSC DRAINAGE * STANDARD PLAN: NOT REQUIRED - 250 S.F. MAX LAND DISTURBING
EQUIPMENT SIZING FORM: NOT REQUIRED - NO NEW HEATED SPACE ADDED
SALVAGE ASSESSMENT: NOT REQUIRED - PROJECT VALUE DOES NOT EXCEEDS $75,000
WASTE DIVERSION REPORT: REQUIRED - TO BE PROVIDED BY CONTRACTOR
PER IRC TABLE R302.G DWELLING -GARAGE SEPARATION FROM RESIDENCE AND ATTICS
SHALL NOT BE LESS THAN 112'' GYPSUM BOARD OR Q EIV A I O I�
GE
PER SECTION K3 14
ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF I ALARM
WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL DWELLING UNIT. PHYSICAL
INTERCONNECTTION OF SMOKE ALARMS SHALL NOT BE REQUIRED WHERE LISTED
WIRELESS ALARMS ARE INSTALLED AND ALL ALARMS SOUND UPON ACTIVATION OF I ALARM
EXCEPTION: INTERCONNECTION OF SMOKE ALARMS IN EXISTING AREAS SHALL NOT BE REQUIRED
WHERE ALTERATIONS OR REPAIRS DO NOT RESULT IN REMOVAL ON INTERIOR WALL OR CEILING
FINISHES EXPOSING THE STRUCTURE, UNLESS THERE IS ATTIC, CRAWL SPACE OK BASEMENT
AVAILABLE THAT COULD PROVIDE ACCESS FOR INTERCONNECTION WITHOUT THE REMOVAL OF
INTERIOR FINISHES.
1. ALL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL RESIDENTIAL CODE AND AS AMENDED THE
WASHINGTON STATE BUILDING CODE, INCLUDING CHAPTER 5 1-20 WAC CHAPTER 3 1 ACCESSIBILITY
ALL WORK SHALL CONFORM TO THE 2015 WASHINGTON STATE RESIDENTIAL ENERGY CODE AND ALL
APPLICABLE NATIONAL, STATE, AND LOCAL SAFETY CODE REQUIREMENTS.
2. DO NOT SCALE DIMENSIONS FROM DRAWINGS. VERIFY ALL DIMENSIONS, DATUMS, AND LEVEL
PRIOR TO CONSTRUCTION. ALL DIMENSIONS ARE TO FACE OF STUD OR FACE OF CONCRETE
UNLESS NOTED OTHERWISE. CONSULT WITH DESIGNER AND OWNER REGARDING ANY SUSPECTED
ERRORS. OMISSIONS, OR CHANGES ON PLANS BEFORE PROCEEDING WITH THE WORK.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS AND METHODS,
TECHNIQUES, SEQUENCES, OR PROCEDURES REQUIRED TO PERFORM THE WORK.
4. THE CONTRACTOR SHALL UTILIZE CONSTRUCTION TECHNIQUES, PRACTICES, AND PROCESSES
THAT ARE STANDARD AND ACCEPTABLE TO THE CONSTRUCTION INDUSTRY QUALITY STANDARDS.
THE ARCHITECT DOES NOT SPECIFY OR ASSUME LIABILITY OR RESPONSIBILITY FOR METHODS
AND MEANS OF CONSTRUCTION.
5. THE CONTRACTOR SHALL INDEMNIFY AND SAVE THE OWNER AND ARCHITECT HARMLESS FROM
AND AGAINST ANY DAMAGE, COST, OR LIABILITY FROM INJURY OR DEATH TO PERSONS OR
FOR DAMAGE TO PROPERTY CAUSED BY NEGLIGENCE OF THE CONTKATORS, HIS EMPLOYEES,
AGENTS, AND / OR SUBCONTRACTORS.
G. THE CONTRACTOR IS TO VERIFY DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS AND
SHALL BE RESPONSIBLE FOR THE JOINING OF HIS WORK TO THE WORK OF OTHER TRADES.
ANY DISCREPANCIES SHALL BE BROUGHT TO THE ARCHITECT IMMEDIATELY UPON DISCOVERY.
7. ALL GYPSUM WALLBOARD (GYP. BD.) SHALL BE INSTALLED PER THE REQUIREMENTS OF THE
NORTHWEST WALL AND CEILING BUREAU.
8. ALL GYPSUM WALLBOARD IS TO BE TAPED, FLOATED SMOOTH, SANDED, AND FAINTED. ALL
OUTSIDE CORNERS TO HAVE METAL CORNER BEAD TAPED AND FLOATED SMOOTH.
9. ALL GYPSUM BOARD FINISHES ON WALLS AND CEILINGS SHALL BE SELECTED BY THE OWNER.
10. ALL GYPSUM BOARD IS TO BE 112" UNLESS NOTED OTHERWISE. WATERPROOF GYP. BOARD
SHALL BE INSTALLED IN ALL BATHROOMS, AND ANY OTHER DAMP LOCATIONS.
INSTALL "WONDEKBOAKD" IN ALL DAMP LOACTIONS SCHEDULED TO RECEIVE WALL TILES.
1 1. TRADES REQUIRING HOLES IN STRUCTURAL MEMBERS SHALL CONTACT STRUCTURAL ENGINEER
BEFORE CUTTING.
12. REPETITIVE FEATURES ARE DRAWN ONLY ONCE AND SHALL BE COMPLETELY PROVIDED AS IF
DRAWN FOR EACH OCCURENCE.
13. ALL SEWER, ELECTRICAL, PLUMBING, AND MECHANICAL WORK SHALL CONFORM TO ALL
APPLICABLE LOCAL, STATE, AND NATIONAL BUILDING CODES.
14. ALL HOLES IN BUILDING TO BE CAULKED / SEALED INCLUDING ALL ELECTRICAL, PLUMBING, AND
H.V.A.C. PENETRATIONS. ALL OUTLETS, SWITCH BOXES, AND RECESSED FIXTURES ON EXTERIOR
WALLS ARE BE CAULKED / SEALED OR HAVE FOAM FACE GASKETS.
15. ALL GLAZING SHOWN IN LOCATIONS SUBJECT TO HUMAN IMPACT (SUCH AS PANES IN DOORS,
GLAZING WITHIN A 24" ARC OF A DOOR OPENING, GLAZING WITHIN 16" OF A FLOOR, AND IS
OVER 9 SQUARE FEET PER GLASS PANEL) SHALL BE TEMPERED OR LAMINATED SAFETY
GLASS PER S.R.C. SECTION R308.
I G. ALL DOORS SHALL HAVE LEVER HARDWARE.
17. ALL THRESHOLDS SHALL HAVE A MAXIMUM HEIGHT OF 112'' ABOVE FINISH FLOOR.
16. ALL LIGHTING AND VENTILATION EQUIPMENT SWITCHES SHALL BE LOCATED NOT LESS THAN
THAN 3G" AND NOT MORE THAN 54" ABOVE THE FINISH FLOOR. MANUAL FIRE ALARM DEVICES
AND THERMOSTATS SHALL NOT BE MORE THAN 54" ABOVE THE FINISH FLOOR LEVEL.
19. ALL SERVICE WATER PIPES IN UNHEATED SPACES SHALL BE PROPERLY INSULATED TO PREVENT
PIPES FROM FREEZING.
20. "FLOOR LINE" REFERS TO THE TOP OF THE CONCRETE SLAB AT THE FIRST FLOOR OR THE TOP
OF THE SUBFLOOR/ SHEATHING MATERIAL AT THE UPPER FLOORS, UNLESS NOTED OTHERWISE.
2 1. THE CONTRACTOR SHALL SECURE ALL REQUIRED PERMITS PRIOR TO PROCEEDING WITH
THE WORK.
22. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, NOTES, SPECIFICATIONS AND THE SITE
CONDITIONS SHALL BE REPORTED TO THE ARCHITECT WHO SHALL ADDRESS SUCH
INCONSISTENCIES IN WRITING. ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF
SUCH ERROR SHALL BE DONE AT THE CONTRACTORS RISK. THE CONTRACTOR SHALL VERIFY
AND FAMILIARIZE HIM/HERSELF WITH ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK
OR FABRICATION.
23. TO MAINTAIN WALL FIRE RATING, GYPSUM WALLBOARD SHALL BE CONTINUOUS TO THE FLOOR
SHEATHING (INCLUDING AREAS WHERE BATHTUBS, LAVATORIES, AND KITCHEN WALL AND BASE
CABINETS MAY OCCUR).
24. CONTRACTOR SHALL INSTALL FIREBLOCKS AND DRAFTSTOPS AT ALL LOCATIONS REQUIRED AS
SPECIFIED IN I.R.C.
25. THESE GENERAL NOTES AND DRAWINGS APPLY ONLY TO THAT PORTION OF THE BUILDING /
PROJECTS IN WHICH WORK DESCRIBED IN THESE DOCUMENTS IS SCHEDULED TO BE PERFORMED.
THE DESIGNER SHALL ASSUME OR ACCEPT NO LIABILITY FOR WORK IN AREAS WHERE NO WORK
IS SCHEDULED TO BE PERFORMED.
2G. CONTRACTOR SHALL LOCATE EXISTING UTILITIES PRIOR TO ANY SITE WORK.
27. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE HE DOES TO ADJACENT
WORK AND SHALL MAKE GOOD SUCH DAMAGE AT HIS OWN EXPENSE.
28. SUBCONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS FOR ITEMS FURNISHED AND
INSTALLED BY HIMSELF.
20. EACH SUBCONTRACTOR AT THE COMPLETION OF HIS WORK SHALL REMOVE ALL DEBRIS
FROM HIS WORK.
30. ALL MECHANICAL DUCTWORK WHICH RUNS BELOW SLAB ON GRADE TO BE INSULATED AND
ENCASED IN 2" OF CONCRETE.
3 1. SOLE PLATE TO BE CAULKED OR GLUED TO SUBFLOOK. RIM JOIST BETWEEN FLOORS TO
BE CAULKED/SEALED.
32. ALL GAURDS SHALL COMPLY WITH IRC 2015 SEC R3 12
DEfERRED SUBMITTALS:
THE FOLLOWING SHALL BE PROVIDED ON A BIDDER -DESIGN BASIS UNDER SEPARATE +j
PERMITS * BIDDER DESIGN SHALL SUBMIT THE DESIGN TO THE OWNER * ARCHITECT qew❑r
PRIOR TO SUBMITTAL TO THE BUILDING DEPARTMENT.
ELECTRICAL: POWER $ COMMUNICATION PANELS, LOAD CALCS AND LIGHTING FOR ACO
COMPLETE INSTALLATION FOR THE BUILDING AND SITE SHALL BE DESIGN/BUILD
DEFERRED SUBMITTAL UNDER SEPARATE PERMIT. SYSTEM SHALL CONFORM TOrD
REQUIREMENTS OF 2015 INTERNATIONAL RESIDENTIAL CODE $ ENERGY CODES. SYSTEM
SHALL BE DESIGNED BY A WASHINGTON STATE REGISTERED PROFESSIONAL ENGINEER.
DRAWING INDEX:
D
A1.0 GENERAL NOTES, VICINITY MAP, PROJECT INFORMATION, D
ROOM FINISH SCHEDULE, * WINDOW SCHEDULE.
A 1 . 1 PLAYROOM STRUCTURAL PLANS
A1.2 ELEVATIONS * SECTIONS
A1.3 DETAILS AND FEKCKIFTIVE DECK GUIDE 184thStSW
S 1 . 1 STRUCTURAL Kr
ROOM FINISH SCHEDULE
WALLS
CEILINGS
ROOM
FLOOR
BASE
MATERIALS
FINISH
MATERIALS
FINISH
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O
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W
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ROOM5
PLAYROOM
NEW WINDOW SCHEDULE
plympic View �r w
194th 5t S1V 1841hSt 5VV
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4t
0lym0"
84th Ave W
A
D
m
184th St SW
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r -
NORTH
VACINITY MAP
SCALE: N.T.5.
APPLICABLE CODES:
2015 INTERNATIONAL RESIDENTIAL CODE
2015 INTERNATIONAL FIRE CODE
2015 INTERNATIONAL MECHANICAL CODE
2015 UNIFORM PLUMBING CODE
2015 WASHINGTON STATE RESIDENTIAL ENERGY CODE
2015 NATIONAL ELECTRICAL CODE
AREA OF
TOTAL
TYPE OF GLAZING
U-
MARK
LOCATON
MATERIAL
TYPE
51ZE
QUANTITY
GLAZING
GLAZING
FACTOR
REMARKS
(HEATED AREA)
A
PLAYROOOM
VINYL
PICTURE
4'-0" x 3'-0"
12 s .ft.
12 s .ft.
Low-e B AR�oN FILLED
DOUBLE PANE
30
TOTAL NEW GLAZING: 12 5q.ft.
ALL GLAZING TO HAVE A U- VALUE OF .30 PER TABLE R303. 1 .3(5)
EXISTING GROSS TOTAL GLAZING PROPOSED GROSS TOTAL GLAZING
EXISTING GROSS TOTAL GLAZING - 5 15.75 5q.ft. PROPOSED GROSS TOTAL GLAZING - 527.75 5q.ft.
TOTAL AREA OF HEATED FLOOR SPACE = 3,599 56[.ft. TOTAL AREA OF HEATED FLOOR SPACE = 3,7 14 56[.ft.
GLAZING AREA / HEATED FLOOR SPACE GLAZING AREA / HEATED FLOOR SPACE
515.75 5q.ft. / 3,599 5q.ft. = 1 4.33%O GLAZING 527.75 5q.ft. / 3,7 1 4 5q.ft. = 14.2 1 % GLAZING
NEW INTERIOR DOOR SCHEDULE
MARK
LOCATION
51ZE
QUANTITY
MATERIAL
TYPE
STYLE
REMARKS
I
PLAYROOM
5'-0" x G'-811
I
WD/GL
DOUBLE
OWNER TO PUT IN
SAFETY GLA55 160 de ree hIn e
2
PLAY RIM CL05ET
4'-0" x 0-8"
1
WOOD
BI-FOLD
OWNER TO PUT IN
3
GARAGE CL05ET
3'-0" x 0-811
1
WOOD
BI-FOLD
OWNER TO PUT IN
UNDERCUT 112"
RESUB
Mar 08 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
SETBACKS
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.I
ocAnON OF
COhCRE'.E
BL JCK WALL
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C
EXISTING
PATIO
IDDs,z
BE�ow
NORTH
�O 51TE PLAN
SCALE: I " = 20'
301-0"
PROPOSED
NEW DECK/
480 S.F.
`ACED DECK W/
YFRV101 SURFACE
BELOW
i
LOT 4
PARCEL NO.
005960-000-004-00
LOT
PARCEL NO.
005960-000-002-00
TER MAR
VOL 27 PG 87
N88038'29"E
107.53'
CPS8
m
/OFFSET
E
ROOF
I /OVERHANG
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SB' O
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STEM WALL O
0
I
CP
S88°38'29"W
SET MAG NAIL IN
CONCRETE OFFSET 1.00'
E
25'ROW
RIM = 360.57'
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
APPROVED
PLANS MUST BE
ON JOB SITE
City of Edmonds
Building Department
APPROVED Plans
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
APPROVED BY PLANNING
�6wa�
Mar 22 2021
9296 REGISTERED
ARCHITECT
JEAN M. MOR
STATE OF WASHINGTON
ENGINEERING DIVISION SHEET TITLE:
APPROVED AS NOTED GENERAL NOTES,
PROJECT
MY 03/23/2021 INFORMATION,
SITE PLAN
OBTAIN ELECTRICAL
PERMIT FROM
STATE LABOR &
INDUSTRIES
City Of Edmonds
Building Department
-------------- --
Work REMODEL
Address 18308 84TH PL W
Owner SANTIAGO
r Approved Date3/24/2021
-------------------
Building Official &eem4
Permit Number
BLD2020-1409
03.01 .2021 U PERMIT REVISION I
01.08.2021 PERMIT
DATE REVISION
WDATE
ySCALE:
12.28.2020
1 11- 1 01-011
INN
DRAWN: MM
DESIGN: MM
2
APPROVED: JM
SHEET #
W
A-1.0
L
PROPOSED DECK
ABOVE
F
EX15TING DEC
ABOVE
Elm
pproved as an
�sory Dwelling Unit
W
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11 1
R
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9296 REGISTERED
4"47 ARCHITECT
JEAN M. MOR
STATE OF WASHINGTON
SHEET TITLE:
FLOOK PLAN
03.01.2021 U PERMIT REVISION I
01.08.2021 PERMIT
DATE REVISION
SCALE: I11=10'-0"
DRAWN: MM
DESIGN: MM
APPROVED: JM
NOPTH
�0 MAIN LEVEL
SCALE: 1 /4"= 1 '_0"
I 3' 5' 10'
0 2' 4'
NOPTh
00 BASEMENT
SCALE: 1/4"= 1'-0"
RESUB
Mar 08 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
SHEET #
A-I.I
O
co
3G 1 .4' F.F.
PRE-EXISTING
N
EXTERIOR WALL
EXTERIOR WALLS:
(EX15TING)
O
FILL fX15TING CAVITIES
THAT ARE OPENED W/
MAX IN5UL. P0551BLE
R-1 5 MIN FOR 2x4
O
R-2 1 MIN FOR 2xG
FILL EXISTING CAVITIES
THAT ARE OPEN W/
MAX IN5UL. POSSIBLE
R- 15 MIN FOR 2x4
R-21 MIN FOR 2xG
m
2x8 JOISTS
WEST ELEVATION
SCALE: 1/4" = I'
EX15TING SLIDER
NEW DECK EXPAN51ON EX15TING DECK
3 1112" 2'-1 " 3
LIDER II
STING SLIDER EX15TING SLIDER
EXISTING GARAGE LID
FILL CAVITY ABOVE ADDITION WITH R-38
INTERIOR WALLS:
PLAYROOM CLOSET (N) 2x4 WALL5 W/ LIVING ROOM
W/ 1/2" G.W.B.
ON EA 51DE
(E) E E 10 ARA E
IF STEM WALL IS
PRESENT R-5 RIGID
INS LID IS REQUIRED
UP TO 9"
(E) 4" MIN CONCRETE
S.O.G.
4x PT SLEEPERS
TO BE SECURED TO
FLOOR U51NG CORROSION
RESISTANT FASTENERS.
FILL CAVITY WITH MIN. R-7 RIGID
ECTI ON A
I BETWEEN SLEEPERS
-A
SCALE: 1/4" = I'
9'-2 3/4"
EXISTING GARAGE LID
FILL CAVITY ABOVE ADDITION WITH R-38
ADD ADDITIONAL GARAGE
5/6" GWB TYPE "X"
TO UNDERSIDE OF
GARAGE LID
CL %XG
_ \
CL SET \ 5/8" GYP O N
TYPE O P.2 I INSULATION
(
(N) 5 UD 5' FRENCH DOOR I o
\ / FNIS5HH - STUDS
ED FLOOR PER SCHDULE
3/4" PLYWOOD SUBFLOORING
=VAFOR
Vf.f.3G f.f. 1 .4'
PRE-EXISTING 3 INSULAT ON
If. 3 0.77' S 4x PT SLEEPER, RIPPED TO FIT
TO BE SECURED TO
P-5 RIDGID INSULATION FLOOR USING CORROSION
REQUIRED ON STEM WALLS I RESISTANT FASTENERS.
UP TO 9" EXPOSED HEIGHT FILL CAVITY WITH MIN. R-7 RIGID
BETWEEN SLEEPERS
G.
SECTION B-B
SCALE: 1/4" = I'
EX15TING
WINDOW
2x8 JOIST
2x8 LEDGER
EX15TING
WINDOW
EX15TING
WINDOW
EX15TING
WINDOW
EX 15T1 G EX15TING EXI5TIN SLIDER EX15TING
WI qD,')W5 WINDOW WINDOW
PLAYROOM FRAMING PLAN
SCALE: 1/4" = I'
NORTH
�O DECK J015T PLAN
SCALE: 1/4" = I'
•
DECKING
O
I m
BEAM PER TABLE
TABLE 3A
BEAM ASSEMBLY
PER DETAIL 3/A I .3
POST -BEAM ATTACHMENT
PER DETAIL 5/A 1 .3
J015T SPAN PER
DETAIL I /A I .3
LEDGER TO HOUSE
CONNECTION
DETAIL 2 * 4/A 1.3
FOOTING 51ZE
PER GEOTECH
10•�•1
81-011 51-011
8' MAX SPAN
PER GEOTECH
2211
2211
1 5'-01
RIM
SECTION D-D
SCALE: 1/4" = I'
O
c)
•
DECKING
DETAIL 5/A 1 .3
(3) 2X 10
PER TABLE 3A
DETAIL I/A21.3
FOOTING 51ZE
PER GEOTECH
1 2" X 5-0" M I N
SECTION C-C
SCALE: 1/4" = I'
lLl
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1"
n/
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9296 REGISTERED
ARCHITECT
JEAN M. MORGW
STATE OF WASHINGTON
SHEET TITLE:
ELEVATIONS, J015T
PLANS, � SECTIONS
03.01.2021 U PERMIT REVISION I
01.08.2021 PERMIT
DATE REVISION
WDATE
01.00.2021
ySCALE:
I "= 1 0'-0"
DRAWN: MM
DESIGN: MM
APPROVED: JM
RESUB �
SHEET #
Mar 08 2021 W
A—
1 . 2
CITY OF E
DEVELOPMENTT SERVICES
DEPARTMENT
EXTERIOR SHEATHIN
EXISTING STUD WALL
EXISTING 2X BAND JOIST
OR I " MINIMUM EXP RIM J0I5T-
2X FLOOR JOIST,
WOOD I -JOIST,
OR MPCWT
EXISTING WALL
-REMOVE SIDING AT LEDGER
PRIOR TO INSTALLATION
THRESHOLD CAREFULLY FLASHED AND
CAULKED TO PREVENT WATER INTRUSION
-LEDGER AND JOIST FLUSH ON TOP
-CONTINUOUS FLASHING EXTENDING PAST
JOIST HANGER
I Od THREADED NAIL OR # 10 WOOD
SCREW >31ONG, STAGGERED IN
2 ROWS
2 THREADED NAILS OR SCREWS AT EACH END OR
SPLICE END; SPLICES SHALL BE LOCATED ONLY OVER
INTERIOR POSTS
2" MIN. DECK JOIST, SEE OPTION 3
IN FIGURE G FOR JOIST HANGER
1-5/8" MIN. 0 0 0
5" MAX.
112" DIAMETER LAG SCREWS OR THROUGH -BOLTS
2" MIN. WITH WASHERS @ I I " SPACING PER TABLE 5
A o 0
-JOIST H GER, ION 3 IN G BE U
HOLD DOWN DEVICE MIN 750 LB CAPACITY AT 4 LOCATIONS EVENLY
DISTRIBUTED ALONG DECK AND ONE WITHIN 24" OF EACH END OF
LEDGER HOLD DOWN DEVICES SHALL FULLY ENGAGE DECK JOIST PER
HOLD-DOWN MANUFACTURER
2x8 MIN LEDGER BOARD; MUST BE GREATER THAN OR EQUAL TO THE
DEPTH OF THE DECK JOIST AND NO GREATER THAN THE DEPTH
OF THE HOUSE BAND OR RIM JOIST.
A FULLY THREADED 3/8" DIA LAG SCREW PREDRILLED W/MIN. 3"
PENETRATION TO CENTER OF TOP PLATE, STUDS, OR HEADER.
Own W, I I a SEA, FM�' / • W-9. I
kW,, �W4FAR 3 PM I • Ii T3019
•
SCALE: N.T.5.
112" G.W.B.
2 X 4 WOOD STUDS @ I G" O.C.
112" G.W.B.
X X
N
�r
ONE LAYER 112" GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED
PARALLEL OR AT RIGHT ANGLES TO EACH 51DE OF 2X4 WOOD STUDS I G" o.c.
WITH 1- 1 /4" TYPE W DRYWALL SCREWS 12" o.c.
JOINTS 5TAGGERED I G" ON OPPOSITE SIDES (LOAD -BEARING)
ANON DATED INTERIOR WALL
. INTERIOR UNIT WALLS (LE) N LB)
5/6" G.W.B.
2 X G WOOD
R-2 1 IN5UL
�t
m
<9
WOOD STUD WALL
STUDS
ATION
INTERIOR GARAGE SEPERATION WALL
IF A BEAM IS CONSTRUCTED WITH 3 MEMBERS;
ATTACH EACH OUTSIDE MEMBER TO THE INSIDE
MEMBER AS SHOWN HERE.
0
ol
I G"
TYPICAL
0
BEAM ASSEMBLY DETAIL, TYF
SCALE: N.T.S.
NOT USED
STUDS
TION
WOOD STUD WALL
INTERIOR GARAGE SEPERATION WALL
5" MAX
PRESCRIPTIVE GUIDE: DESIGN FOR CODE ACCEPTANCE - PRESCRIPTIVE RESIDENTIAL WOOD DECK CONSTRUCTION GUIDE
Table 2, Maximum Joist Spans and Overhangs.'
Joist Spacing (o.c,j
12"
16" 24"
12"
1 "
24"
Species Size AIIQ
alaleSpan' :LJ
Alluruabk()verhang1(Lo]
2XW
.9.- 111.
0' - 0" T' - 7-
V - D"
V - 1"
1' - 3"
2x8
V-1D"
.2 -0.
2'-4"
13'-1"
11'-1D" 9'-61
Southern Piet~
16'-2'
14'-D" 11'-5"
20 D
3'-1"
3' -5"
2'-111101"
2x12
4'-6"
D'- 11"
4'-2'
V - U"
T-4"
V - 2"
18'-0"7
Ili'-6" 13'-6"
2,0
"
3'- 4" 6' - 10"
Douglas Fir- 2
1"-8"
1'-10,
2'-2"
12'-rail
1 -1" 9'- 1'
Larch, Hem -Fir,
Spruce -Pin a -Fir'' 2x D 15'- &"
13' - 7" 11' - 1"
2'- 1 D"
3'- 2'
.2-- 9"
2xi2 18'-0-
15' I 12'-10"
4'-4"
3'-f1"
3'-3"
2x6-1 10
- 10"
Redwood,
Western Cedars, 2xB 11'-8"
1Cr-7' 8'-8-
V-5"
V -T-
1'-9"
PonderasaPine6, 200 14'-11'
13'-D" 1D'-7"
2'-5"
2-7"
2'-$"
Red Pine° 2x12 17'-5'
15'-1" 12'-4"
Y-7'
3'-9"
Y-1"
1. Assures 40 psf lire load, 10 psf dead load, No. 2 grade, and wet smyce D d?lions.
2. Assumes Lr354 de4&mim.
:3. Waxl mm alliva-Alie Qyuhang gnriPt4>axed LA or /, of actual nia n Span.
AEsume5 Qwtil
aw ar
lengdi'100 deikd Dr with 220 lb poirTt load (See Figure lA and Figure-2).
4. Incising assumed fnr Dougas Fir4-3rch- Hen. -Fir, and Sprur-.E-Pine-Fir.
3. Design walues based an northern species with
na incising assumed.
0. Ledger shall bra a minimum of 2x8 nQmInal, Joists
-and rimju15-r. la whirr guard
posts are atraahed shall be a
runinum of 2x0 mm".
7. Joist length pre_,oWwedyr limited to- 1 B'-0' for footing desert.
Table 3A, Dimension Lumber DeekBeam Spans I[Lo)l Supporting a Single SpanofJoists with or
without Ovell rigs.
Joist Spans (LI Less Than or Equal to:
species Size'
6' 8'
10,
12,
14' 16,
1S'
2-2x6
V-8" S"-8"
5"-1"
4'-7"
V-3"
4'-a'
Y-9"
2-2x8
$'-8" 7"-4'
6'-6"
5'-11"
5'-6"
5'-1'
4'-9"
2-2x14
10'-1" 6'-9"
7'-9"
1'-1"
5'-6"
6'-1'
5'-9"
2-2x12 11'-11n 10'-4"
W-2"
8'-4"
T-9"
7'-3'
6'-9"
Southern Pine
5' - p
4'- 9"
3-2x6 T' - 11 " 7' - 2" 6' - 5" S' - 10" 5' _!5"
3-2x8
1 U - T" IF- 3"
8"- 3"
7' - 6"
6'- 1111"
6--5-
6' - 1"
3-2x 10
12'- 9" 11' - D"
9"- 9"
8'-9"
8'- 3"
7'- 8'
7'- 3"
3-2x12
15' - 0" 13' - D" 11"- 7"
10'-G"
9' - 9"
9'- 1'
8'- 7"
3xCor2-2xi
5'-2" 4'- 5" 3'-11"
3'-7"
3'-3'
2'-10
2'-6"
Y-Ill
3'-5"
3168or2.2316 6'-T" 5"-3" 5'-1" 4-7" 4'-3"
D4ugla5Fir- 3xinar2-2x1b
8'-1" T-D"
6'-3"
5' -6"
5'-3"
4'-fir
4'-5"
Larch', Hem- 3x12orP-2x12
9'-5" V_2"
7' -3"
6'-7"
6'-1"
5'-6'
S'-4"
Fire. Spruce -
3'-LEI
3'-5"
Pine -Firs" 4x5 V-2" S'-3" 4"-8" 4'-3" Y-11"
RedwSod, UE
8'-2" T_D"
6'-3"
5'-8"
5'-3"
V-11•
4'-7-
Western dx10
9' - 8" 8' - 4"
7"_ 5"
6' - 9"
6' - 3"
5' - 1D'
5' 5"
Cedars. dx12
11'- 2" 9" - 8"
8"- 7"
7'- 10"
7 3"
6' Ar
6' 4"
Ponderosa
4' 3"
Pine', Red 3-2x6 7' - 1' 6" - 5" 5"_ 9" 5' - 3" 4' -1 D"
Pine' 3-2x8
ti' -S" 8"-3"
7"-4"
6'-8"
fi'
3-2x10
11' - 9" 10' - 2"
9'- 1-
8' - 3"
7' -17- 7' - 1'
6)A"
"
3-2x12
IT-8" 1T-ID" 10'-6-
9'-7"
3'-1 8 -3'�
1.ilssumes 40psrlim load. 10 psf dead load. LiSH simple span beam dL411 Lion Firm[• carivlev-erlerig 1130defleatcm limI ND- 2grade,
and wet service conditions.
2. In a is ng as umed fnr Douglas F ir-Larch. Hern-Fr, and 5 p ruc -Pi ne-Fir.
Z. design values "5edgn narthem species rtdinvinvising assumed,
4.I3earn deplhrnustbeequal to argneaterthan joist depth flDisthangers. are used (see Figure 6, Optim 31-
JOIST-TO-EE A11 CON�TC-'II ON
Each joist shall be attached to the beam as 'n in
Fgglue 6- Joists may bear m acid or €utaae past the bBm
face dr 1e&9er Gf La or L!4 whfm Option 1 or Option 2 is
used to attach the joist io tbebeaaa audb1Ql-. ue is
Provided between orris at beam beat m- hiechauical
fisteueis arLi=ane dips used asshams in Option 27
mist have a mu,iiroun capacity of 1 W 16s im both i4W
and lateral load directions- .Joists may also attach to the
sbk efthe beamxith j-0ist hangers per Option 3- Joists
shall not fxnnle in from opposite ;ides of the same heart
See JOBT HANGM far more infrnma do L Hangers-
clips- amd mediarical fasteners sha11 be galvanized or
staialess steel (see b0iE 1L RE)QL1IRIAMNTS).
Figure 6. Joist -to -Beam Detail.
3�d 1ttir93d6d OPTION 1 P"QN 2" OPTIOd 3`
Jae Ilairr3 rllectlanicar
(2 on one side. fast can clip ialst top of ah M ne
1 an the other) h9nga�r L oist
must be am $a m¢
1l 611e'u�tr4rt ,
`Ise merxtdaclurer's reaommer0sWon3 k r add Wriial requlreirnents
JOIST HANGERS
J-01si hangers, as shtou-n in Figure 77 shall hate a depth of
ai least 60°> u of ledger orheam depth Each hanger Shall
hLom a mitm nrtna %cif fial eap city in aceafdaaee M-ib
Tabk 3A- The joist hanger sha1l b4! welected from as
appim-E d tna n rfSCtLtr�r-s pr odnet -data b aced an the
dilnensio>'as ofthe joist or header it is canyitq. Joist
bangers and fastener's shall be corrosion resistatit (sere
MIII�� REQU'IR IS).
Use joist bangers with inside fkmSes when clea=c&, to
rEr edge of tle beam or ledger 'board dictate. Do not uw
€bp angles o-r brackets to support joists,
Table 3A. ,Joist Haiiger VellI Capacity,
Joist Size
Minimum C apacity, Ibs
2X6
400
2X8
600
2x10
600
202
700
Figure 7. Typical Joist Hangers.
joist hanger with inside tlanes
Ma
a
I I" SPACING
PER TABLE 5
'DISTANCE CAN BE REDUCED TO 4.5"
IF LAG SCREWS ARE USED OR BOLT
SPACING IS REDUCED TO THAT OF
LAG SCREWS TO ATTACHE 2X8
LEDGERS TO 2X8 BAND JOISTS (112"
STACKED WASHERS NOT PERMITTED)
2" MIN
SCREW, THROUGH -BOLT, OR
ANCHOR WITH WASHER
STAGGER FASTE
IN 2 ROWS
G.5" MIN FOR 2 X 10
3/4" MIN
LEDGER BOARD EASTERNER
SPACING AND CLEARANCES
DIAGONAL BRACING PARALLEL TO BEAM
NOTE: DIAGONAL BRACING IS PROHIBITED ON CENTER POSTS.
DIAGONAL BRACING
SCALE: N.T.S.
Table C413. Foatin❑ SlZes for Higher Soil Bearina Capacities,
m
J
l4Ri:+
m
-2
a
vt
2000 psf
2500 psf
3000 pst
C,
C
0
0
O%a
U_
aS
S
0
'
IS
Lo
LL
[1C
_
C
❑
❑
'�
to
at7srinn
C
ILL
a� dLT
O
LL ELL
M
C
+❑`+
a
uy
t7V+Q"
e X
o s
ILL
:;10'
15"
13"x13'
6'
14'
12"x12"
6"
12"
11"x1-I"
6"
6'
S14'
18'`
16"x16"
7"
16"
14"x14"
rail
15"
13"x13"
rail
518'
20"
18'x18"
8'
18"
16"x16'
7"
16"
15'x15"
rail
410'
17"
-15"x15"
rail
16"
14"x14'
6"
14"
13'x13"
rail
8'
<14'
2 "
'18"x18'
8"
18."
16"x16"
7"
17"
15'xT5"
fi"
-�1$'
"
21"x21
g"
21
18"x1B"
8"
19'
17'xtT'
7"
410'
19"
17"07"
7"
17"
15"x 15'
6"
16"
1.4"x 14"
6"
1 D'
414'
22"
21 "x21'
9"
20 "
1 Fx 13"
8"
19'
17"x 17"
7"
41$'
26"
23"s23"
11"
23'
21"x21"
9"
21"
19"x19"
S.
510'
21 "
19"x19'
8"
1 g"
17"x17'
7"
17'
15'x 15"
6"
12'
414'
26'
22"x22"
10'
22"
21T'x20'
9"
20'
18'x18"
8"
!0 8'
1 29'
26'x26'
12'
26 `
2Tx23"
11"
23'
21'x2l"
9"
-910,
23"
21 "x21'
9'
20'
18"x16"
$'
19'
1F'x17"
7"
14'
414'
2724"x24"
11"
24"
22'x22"
kb"
22'
20"x20"
9"
518'
31"
28"x28"
13"
28"
2Tx24"
12
25'
22'x22"
10"
410'
25"
22"x22"
10"
22"
19"x19"
9"
20'
1$"x 18"
8"
16"
41¢'
29"
25'06'
12'
26"
23"x23"
11
24'
21'x21"
10'r
418'
33"
30"x30"
14'
X'
20"x2fi"
13"
27"
24"x24"'
1 i"
410'
26"
23"x.23"
11'
23"
21 "x21 "
9"
21 "
19"x 19"
8"
18'
514'
31
28"08"
13"
28"
24"x24"
12"
25"
22"x22"
10"
<1 a,
36"
32'ac32'
16'
31"
28"x28"
13"
20"
25'x2V
12„
rastener Zppar_Insg ter a boutnern nine, Uouglas Fir-LarCrI, or Hem-FIr ue-CK LeOger or than
Ri rn Joist and a 2-inch Nominal Soli d-Sawn Spruce -Pine -Fir Band Joist ar LVL Rim Joist.
rDeck Live Load = 4C nsf. Deck Dead Load = 10 Dsfl
Joist Span
6'-0'
8'-1"
8'-1"
10'-1'
12'-1"
14'-1"
1fi'-1'
Rim Joist
or
and
to
to
to
to
to
to
1 co-'-0"
Band Joist
less
fl' D"
10'-0"
12'-0'
14'-6"
Ir-o"
Connection Details
On -Center Spa cin
of Fasteners
'A' diameter lag SCreW' WltFt
lll1" LVL
l "
24"
"
18'
14"
"
12"
""
11Y
9'
8"
icr "maximum sheathing
1-'A" Lumber
3D"
23'
113"
15
13'
1 D"
1" LVL
24"
18'
14"
12"
ilr
9'
a"
h" diameter bolt with
1-11e" LVL
28"
21'
16"
14"
12,
1__'
"Las" maximum sheathing
1-A" Lumber
ifi"
36-
34"
29"
24'
_
19,
'A" diameter bolt with
"In' maxrimil sheathing and
1-'h" Lumber
ifi"
36-
29"
24"
21'
3
1t'
h" stacked washersl-'
i. i ue urr ur cur ins Suew �uuu uwY rv� a uryaaLu uue Luy.ix cue ui we u�ul �� �uu�o�ai-
2. The "na.i n•," gap between the fare oftbE ledgerboard and face oEtbr wall sheathing SULL be 'i'.
�. Ledgers shall be flashed kx caulked to prat eat water Gom comfachng the house bandjoist (see Figtmes 14 and 1ST
4. Lag -,crews and bolts ahAl I be staggered per F;>g m 19-
5. 10eck ]etdgeis shaLL be minimi- 23Z pressmie-presercath-e-trcatedNa 2 epsde Limber, or atherappnoradn3atedaLs a5 established by Standard
practice.
6. 1XrhEM solid -Awn pressoTrpresenVatit-e4Feated deck hedgers are attached bo engm,eered Avid product (nain; V thick woad strudmal panel
b aad juosr of suumnaL co mposite Limbei iuchidmg lamivater vaneff h®ber), the ledgeraffad mew shall be dnignedin ar cordanae R7diL
acceptedEa&lei rip prac lie. Tabulaudralues based on 3K ]bs and 350 Lbs for 1' and 1-1{a' L3.'L rim joist, Tespectively.
W01-d Struottrtal pane] sheathing, L•-Yum board sheathin ff- orr f rim she athing shall be pe rmiw d between the band or rim joist and ]edger. Stacked
washers are pew tied in combinatioa with wood srrurtural panel sheathing, bw are not permitted in caml dimdon. with gyps m board or foam
rd>ja�, The ma- m tm distance bem-@m the f3ce o f tb.e ledger Hoard and t1w farce of the bud jDi Et shall be l ".
2- Fasnener spacing also applies to Southern Pine. Do"s Fs -Larch and Hem -Fs band or rim joists -
Post load obs):
R 50� LIgiq +L1�
1728.
Of
R=50 L ` DiT
where: I. units arg in fit and B, D, :md T are m inches.
I
Square footing (in-): B = 1'1 j
�S4i1 Cap�C1tF}
Round footing {iQ): d -12 4R
1(45011 �apacifw )X
(BorD)-5.5
Footing thickness (in-): T > P;
2
Figure C12. Footing Dimensions and Variables.
R
B or D
Table C4B. Footing Sizes for Higher Soil Dearing Capacities
m
J
c
Q
tIS
E
2
a
2000 psf
2500 psf
3000 psf
0 a`�
O GY
4 E
7 i5CV
cm
LL
C7
rn
�+ G
o 9
LL L
H
p m
O&
a EW.
= i5
IM
o
LL
ID
sc
Cr
n
-!
u J
ILL_
O as
O Z 66
4
3
a
m
E
o
ILLC
2
iv
rr
4i
G
LL L
H
:510'
19'
13"x13"
6"
14"
12"x12"
5"
12"
11 N11"
6"
6'
S14'
18"
16"x16"
7"
16"
14"x14"
6"
15"
13"x13"
6"
418'
20"
18"x18"
8"
18"
16"x16"
7"
16"
15"x16"
fi"
410'
17
15"x15"
6"
16"
14"x14"
6"
14"
13"x13"
rail
$'
=9111
1 Rn1 Ril
it
it n
i+
n
n u
n
:518'
23'
21"x21"
9"
21"
18"x18"
1 8`
19"
17N17"
7"
mrr
19'
17"x17"
17"
15"x15"
6"
16"
14"x14"
6"
10,
c14'
22'
21"01
g"
20"'
18"x18"
8"
19"
17"x17"
7"
418'
26"
23"x23"
11"
23"
21"x21"
9"
21"
19"x19"
8"
1110'
21"
19"x19"
8"
19"
17x17"
7"
17"
15N15"
5"
12'
414'
25"
22"x22"
10"
1 22"
X'x20"
91"
1 20"
18"x18"
8"
518'
29'
26"x26"
12"
26"
23"x23"
11
23"
21"x21
9"
410,
23'
21"x2l"
9"
20"
18"x18"
8"
19"
17"x17"
7"
14'
S14'
27'
24"04"
11"
24"
22"x22"
10"
22"
20"x20"
9"
S78'
31"
28528"
13"
26"
24"x24"
12"
25'
22"x22"
10"
1510,
25"
22"x22"
10"
22"
19"x19"
9"
20'
18"x18"
IT'
16'
414'
29'
26"x2fi"
12"
26"
23"x23"
11
24"
21"x21
16"
!0 6'
33"
30"x30"
14"
30"
26"x26"
13"
27"
24"x24"
11"
!0 0'
26"
23"x23"
11'
23"
21"x21
9"
21
19"x19"
all
1S'14'
31"
28"x28"
13"
26"
24"x24"
12"
25"
22"x22"
10"
418'
36"
32"02"
1 18"
31"'
28x28"
13"
28"
25"x25"
12"
TYF5 JOIST SPAN W/ JOIST
ATTACHED TO HOU5E
MULTI -PLY BEAM
G X G
POST
POST -TO -BEAM ATTACHMENT
SCALE: N.T.S.
21"X 21 REQUIRED
22" X 22" PROPOSED SQUARE
FOOTING DETAIL
ZL
9" MIN REQUIRED
1'-0" PROPOSED
929e REGISTERED
ARCHITECT
Can..
BEM Jul. MOR
STATE OF WASHINGTON
SHEET TITLE:
DECK DETAILS
03.01.2021 U
01.08.2021
DATE
PERMIT REVISION I
PERMIT
REVISION
WDATE
1.9.2021
ySCALE:
N.T.S.
HDESIGN:
DRAWN: MM
MM
APPROVED: JM
RESUB
SHEET #
Mar 08 2021 W
A-
1 .3
CITY OF E
DEVELOPMENTT SERVICES
DEPARTMENT