APPROVED BLD RESUB1 BLD2021-0996+Architectural_Plan+1.21.2022_4.15.21_PM+2635208drafting
FOFOSED 0AACE SON Y ETION TO 5
5E� OOM5 FOR AN ADULT FAMILY HO1ME
TALEMA V IALTENOUS T
24505 a�7fiH FLACE EST
MON�� A �a02&
OBTAIN ELECTRICAL
PERMIT FROM
STATE LABOR &
INDUSTRIES
APPROVED
PLANS MUST BE
ON JOB SITE
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
City Of Edmonds
Building Department
------------------------------------------------
Work AFH REMODEL
----------------------------------------
----------------------------------------------
Address 24305 87TH PLW
------------------------------------------------
---------------------------------
Owner TALEMA
Approved Date
02/08/2022
Building Official w• X
------------------------
Permit Number BLD2021-0996
GENERAL NOTES
CODE
DESIGN IS IN ACCORDANCE WITH THE 2018 INTERNATIONAL RESIDENTIAL CODE (I.R.C.)
FOUNDATIONS
EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL, ASSUMED BEARING CAPACITY OF 1500 PSF. ALL
EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF 1'-6" BELOW ADJACENT EXTERIOR FINISHED GRADE.
CAST -IN -PLACE CONCRETE
F'c = 3,000 PSI @ 28 DAYS. MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A
MAXIMUM OF 6-3/4 GALLONS OF WATER PER 94# SACK OF CEMENT. NO SPECIAL INSPECTION REQUIRED.
TOTAL AIR ENTRAINMENT SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. MAXIMUM
SIZED AGGREGATES IS 1-112 INCHES. MAXIMUM SLUMP IS 4 INCHES. ALL REINFORCING STEEL DOWELS,
ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE.
ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO BE %" DIAMETER WITH
7 INCH MINIMUM EMBEDMENT INTO CONCRETE AND MAXIMUM SPACING OF 2 FEET ON CENTER UNLESS
NOTED OTHERWISE ON THE PLANS. MINIMUM 2 BOLTS PER SILL PLATE PIECE. ONE BOLT TO BE PLACED
WITHIN 6 INCHES OF EACH END OF THE SILL PLATE.
CARPENTRY
ALL GRADES SHALL CONFORM TO WWPA GRADING RULES FOR WESTERN LUMBER, LATEST EDITION.
PROVIDE CUT WASHERS UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD. ALL WOOD IN CONTACT
WITH CONCRETE SHALL BE PRESSURE TREATED PER PRESERVATIVE TREATMENT NOTE. FASTENERS
INSTALLED IN PRESERVATIVE TREATED WOOD SHALL BE HOT -DIPPED GALVANIZED PER I.R.C. SECTION
R319.3. NAILING SHALL CONFORM WITH I.R.C. TABLE R602.3(1) & R802.10 OR I.B.C. TABLE 2304.9.1. ALL
STRUCTURAL LUMBER SHALL BE AS NOTED BELOW:
2x STUDS HEM -FIR #2------------------- Fb = 850 PSI
2x FLOOR & ROOF JOIST HEM -FIR #2------------------- Fb = 850 PSI
4x BEAMS DOUG-FIR/LARCH #2---------- Fb = 875 PSI
6x BEAMS DOUG-FIR/LARCH #2---------- Fb = 850 PSI
COLUMNS DOUG-FIR/LARCH #2---------- Fb = 875 PSI
LUMBER NOT NOTED DOUG-FIR/LARCH #2---------- Fb = 850 PSI
MISCELLANEOUS HANGERS TO BE PROVIDED BY SIMPSON COMPANY. ALL HANGERS SHALL BE FASTENED
TO WOOD WITH PROPER NAILS. ALL HOLES SHALL BE NAILED. MACHINE BOLTS TO BE A-307. ANCHOR
BOLTS INTO CONCRETE SHALL BE %" DIAMETER WITH 7 INCHES OF EMBEDMEND INTO CONCRETE UNLESS
NOTED OTHERWISE ON THE PLANS. ALL NAILS SHALL BE COMMON WIRE NAILS. NAILING SHALL BE IN
ACCORDANCE WITH I.B.C. SCHEDULE. 16d COMMON NAIL DIAMETER - (0.162 INCH). LAMINATED STUDS
SHALL BE NAILED WITH (2) ROWS 16d COMMON NAILS @ 6" O.C.
FLOOR SHEATHING
SHEATHING SHALL BE Y INCH TONGUE & GROOVE, A.P.A. RATED SHEATHING. SPAN RATING 4%4 WITH
LONG DIMENSION PERPENDICULAR TO SUPPORTS. UNLESS NOTED OTHERWISE NAIL WITH 10d COMMON
NAILS AT 6 INCHES ON CENTER AT SUPPORTED PANEL EDGES & 10 INCHES ON CENTER AT INTERMEDIATE
SUPPORTS. THE FLOOR SHEATHING SHALL BE GLUED TO THE JOIST AND THE TONGUE AND GROOVE
JOINTS WITH AN APPROVED ADHESIVE.
ROOF SHEATHING
SHEATHING SHALL BE %6" A.P.A. RATED SHEATHING. SPAN RATING 3%6, INSTALLED WITH LONG DIMENSION
ACROSS SUPPORTS. PANEL END JOINTS SHALL OCCUR AT SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS
AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS.
WALL SHEATHING
SHEATHING TO BE Z/6" A.P.A. RATED SHEATHING. SPAN RATING 24/. PANEL END JOINTS SHALL OCCUR AT
SUPPORTS. NAIL PANEL EDGES WITH 8d NAILS AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT
INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS.
REINFORCEMENT
fy = 49,4)90 PSI FOR #5 & SMALLER
fy = 60,000 PSI FOR #6 & LARGER
NOTE: ALL BOLTS, WASHERS, NAILS, SCREWS, HANGERS AND FRAMING STRAPS THAT COME INTO
CONTACT WITH ACQ TREATED LUMBER SHALL BE STAINLESS STEEL OR HOT -DIPPED GALVANIZED STEEL.
WALL NOTES:
NAIL SPACING
EDGES
STUDS
TOP/BOTTOM
PLATE
NEW 2X6 WALL
NAIL
SIZE
8d
6"
12"
6"
1. %6 A.P.A. RATED PLYWOOD OR ORIENTATED STRAND BOARD (O.S.B.)
ON ONE SIDE OF WALL. NAILS SHALL BE 8d COMMON (0.131"
DIAMETER).
2. ALL PANEL EDGES BLOCKED WITH 2-INCH NOMINAL FRAMING. INSTALL
PANELS EITHER HORIZONTALLY OR VERTICALLY FOR PLYWOOD OR
A.P.A. RATED SHEATHING, GYPSUM SHEAR WALLS SHALL BE
INSTALLED WITH THE SHEETS RUNNING HORIZONTALLY. SPACE NAILS
@ 12 INCHES ON CENTER @ INTERMEDIATE SUPPORTS.
3. %" DIAMETER ANCHOR BOLTS SHALL BE 10 INCHES LONG SPACED A
MAXIMUM OF 24 INCHES ON CENTER. WASHERS TO BE GALVANIZED
OR STAINLESS STEEL.
4. REFER TO PLANS AND SECTIONS FOR ANCHOR BOLT SIZES, SPACING,
PLATE & NAILING ETC.
INDEX OF DRAWINGS
SHEET # DESCRIPTION
Al COVERSHEET
A2 EXISTING FLOOR PLAN
A3 PROPOSED FLOOR PLAN AND DETAILS
A4 EXISTING FRONT ELEV & PROPOSED FRONT ELEV & SECTION & WSEC
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Document date:
06.19.21
Document Phase:
FOR PERMIT
AREVISED PER
CITY COMMENT #1
ESUB
Jan 24 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
SHEET
Alof A5
21018
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EXISTING LOWER FLOOR FLAN
SCALE: 1/4II = I I—OII
EXISTING MAIN FLOOR FLAN NO GRANGES
SCALE: 1 /4 II = II -Oil
WILL NOT BE USED AS AN ADULT FAMILY HOME
(E) AREA SUMMARY
(E) LOWER FLOOR
545 S.F.
(E) MAIN FLOOR
1251 S.F.
TOTAL AREA:
2124 5.F.
(E) GARAGE
47ci S.F.
(E) PORCH
55 S.F.
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Document date:
06.19.21
Document Phase:
FOR PERMIT
IPW � �
REVISED PER
CITY COMMENT #1
RESUB
Jan 24 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
rKHEE
A20F A5
21 01 8
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FROFOSED LOV"IIIIIIIIIIIII[ER FLOOR FLAN_
•
(N) AREA 5UMMARY
(E) LOWER FLOOR
1522 S.F.
(E) MAIN FLOOR
1251 S.F.
TOTAL AREA:
2605 S.F.
(E) PORCH
55 S.F.
WSEC SECTION 101.5.2.5 REQUIRES ALL
EXISTING FRAMING CAVITIES WHICH ARE
EXPOSED DURING CONSTRUCTION MUST BE
FILLED TO THE FULL DEPTH WITH BATT
INSULATION OR INSULATION HAVING AN
EQUIVALENT R VALUE.
FLOOR PLAN N07F_5:
I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS $ CONDITIONS PRIOR
TO CONSTRUCTION.
2. ALL SHOWERHEAI7S AND KITCHEN SINK FAUCETS SHALL BE RATED AT 1.75
GPM OR LESS
-ALL OTHERS SHALL BE RATED AT 1.0 GPM OR LESS
5. WINDOWS $ DOORS ARE SHOWN 4 NOTED AS NOMINAL SIZES.
4. EXTERIOR WALLS TO BE 2x6 STUDS @ 16" O.G. U.N.O.
5. INTERIOR WALLS TO BE 2x4 STUDS (§ 16" O.G. U.N.O.
5MCKE ALARM
ALL SMOKE ALARMS AND CARBON
MONOXIDE SHALL BE HARD WIRED
AND INTERCONNECTED AND WITH
BATTERY BACK UP
PALL LECGEND
EXI57ING TO REMAIN
NON BEARING WALL
TO BE REMOVED
NEW
NEW YW R-21 IN5UL
NOTE: FURRED HALL
TO ALLOW R-21
N5ULATI ON
0602
CARBON MONOXIDE
s.Q. SMOKE ALARM
FAN
EXISTING
X DETAIL BUG
A3
(2)2X6 71'P
EGRESS
5'0"X4'0"5LDR
U=0.28 SIZE $ TYPE
U VALUE
5' WIDE GONG. WALK
1:12 MAX SLOPE
EXI57ING MAIN FLOOR FRAMING
EXISTING 2X WALL OR NEW WALL
MATCHING EXI5TING
R-21 IN5ULATION (FURRED EX15T.
WALL TO FIT R21 IN5UL)
• - • •
—• TALLER
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EXTERIOR OF, -
INTERIOR OF71ON
a
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a
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EXISTING
GARAGE
FOUNDATION
a
EXISTING
GARAGE SLAB
A a
6 MIL VAPOR
BARRIER ON TOP
OF SLAB. LAP
SPLICE 12" MIN.
AND RUN 6" MIN
UP THE SIDES
2X PT LUMBER g 24" O.G. MAX
RIPPED TO MATCH SLAB SLOPE,
MINIMUM DEPTH IY2" TREAT OUT
SIDE WITH WOOD PRESERVATIVE
5/4" PLYWOOD SUBFLOOR
LEVEL WITH MAIN FLOOR
r-- R-10 RIGID INSULATION
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2X4 PT SLEEPERS
24" O.G. MAX
5UBFLOOR DIRECTLY ON 5LEEFER5
SCALE: NTS
EXI5TIN6 2X WALL OR NEW WALL
MATCHING EXISTING
IN5ULATION (FURRED EXIST.
�ZR-21
WALL TO FIT R21 IN5UL)
Z Z
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MAX YV/ 3"x3"x0.25" PLATE WASHER
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EXI5TIN6 GARAGE 5LAB N O
EXISTING GARAGE 5LAB
EXI5TING GARAGE 5LAB N O
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FOUNDATION
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TNOE:V DE A M I N. 12000 BTU
THREE ZONE DUGKLESS
M I N I -SPLIT HEAT PUMP SYSTEM
FOR THE PROPOSED
CONDITION SPACE
.a
EXI5TING 2X WALL OR NEW HALL
MATCHING EXI5TIN5
R-21 IN5ULATION (FURRED EXIST.
WALL TO FIT R21 IN5UL)
1/2"ANCHORS BOLTS a 24" O.G. EMBED T' MIN. INTO GURB.
U5E 50REA ANCHOR INTO 5LAB WHERE CURB 15 LE55
THAN T' TALL. USE 5"X3"XO.25 PLATE AA5HER5.
NEW GONG. CURB MIN. b" WIDE AND b"
HIGH. MAX HEIGHT EQUAL TO EXI5TIN6
5TEMAALL. IN5ULATE PER OTHER DETAIL
`EXI5TING GARAGE 5LAB
EXI5TIN6 GARAGE
FOUNDATION
PRESSURE TREATED CURB POURED CONCRETE GURB
�CURB OPTION @ GARAGE DOOR OPENNING
SCALE: NTS
EXISTING
TRUSS OR
FLOOR
FRAMING
NEW 2-2X4 HF#2
TOP PLATE NAILED
TO 2X4 BLOCKING
OR EXIST. ROOF
TRUSS
NEW 2X4 HF#2
INTERIOR WALL
U.N.O. W/ Y2" TH<
GWB BOTH SIDES.
TAPE TO FINISH TO
MATCH EXISTING
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LAYOUT AND FASTENING
ATTACHED GRA5 5ARS TO STUDS OR 2XC
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Document date:
06.19.21
Document Phase:
FOR PERMIT
k#1
Jan 24 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
SHEET
A30F A5
21 018
LOCAL EXHAUST RATES
WSBC AMENDMENTS TO 2018 IRC SECTION M1505
SYMBOL
LOCATION
MINIMUM FAN REQUIREMENTS
Bath, Powder
Minimum 50 cim Intermittent, 20 cfm Continuous
A
(IRC TABLE M1505.4.4(1))
O
Kitchen
Minimum 100 cfm Intermittent, 30 cfm Continuous
(IRC TABLE M1505.4.4(1))
B
(Range hood or down draft exhaust fan rated at min.100 cfrn
at 0.10" WG may be used for exhaust fan requirement.)
note: fans in excess of400 cfrn shall provide make-up air
per IRC section M1503.6
All fans to Went to outside. All other requirements of the 2018 WSEC and the
WSBC amdenments to 2018 IRC section M1505 must be met.
ALARM SCHEDULE
2018 IRC SECTIONS R314 & R315
SYMBOL
DESCRIPTION
REQUIREMENTS
Smoke
*110 V interconnected w/ battery backup.
SA
Alarm
*Installed on each floor, in each sleeping area, and
outside each separate sleeping area. Installed not less than
3 ft from the door of a bath which contains a tub or shower
unless this prevents placement in a required location.
*Listed in accordance With UL 217 and to comply with NFPA 72.
Combination
*Installed on each floor, outside of each separate sleeping
SAC
Smoke
area in the immediate vicinity of the bedrooms, and in a
Alarm &
bedroom that contains a gas fireplace in the bedroom or
Carbon
adjacent bathroom.
Monoxide
*Smoke alarm requirements per above.
EXISTING FRONT ELE\/ATION
50ALE: 1/4" = I'-O'I
50ALE: 1/4" = 1'-0"
WINDOW SKYLIGHT & DOOR SCHEDULE
CONDITIONED FLOOR AREA: 1 26MI SUM OF UA FOR HEATING SYSTEM SIZNG:1 21.8
SUM OF ALLGLAZING AREAS FROM BELOW r 55
EXEMPT DOOR AND WINDOW
ROOM U VAL QTY WIDTH HEIGHT AREA UA
HALL EXE MPT SWINGDR(24S. F. MAX.) 0.48 1 3.99 6.68 29.04 9.62
EXEMPT WINDON (155P. MAX.) OW 0.00
SUM OF AREA AAD UA FOR HEATING S YSTEM SIZE OALY:1 20.01 9.6
EXTERIOR DOORS (OPAQUE)
ROOM TYPE DESCRIPTION UVAL QTY WIDTH HEIGHT AREA UA
SUM OF AREA AND UA: 1 0.0
AREA WEIGHTED U= UAIAREA:
TICAL GLAZING
ROOM TYPE DESCRIPTION UVAL QTY WIDTH HEIGHT AREA UA
BEDRM C
BEDRM D
SUM OF AREA AA® LA:
AREA WEIGHTED U = UAIAREA:
OVERHEAD GLAZING
ROOM TYPE
U VAL CITY WIDTH HEIGHT AREA UA
SKYLIGHT
1
1 0501
1
i0.00
SKYLIGHT
1
1 0.501
10.00
SUM OF AREA AAD UA: 0.00
AREA WEIGHTED U = UAIAREA:
VERTICAL GLAZING IN UNHEATED SPACES
ROOM TYPE
DESCRIPTION U VAL QTY WIDTH HEIGHT AREA
0.00
0.00
SLIM OF VERTICAL GLAZING IN UNHEATED SPACES: 0.00
(not idcfuded in sun of all grazing above)
OVERHEAD GLAZING IN UNHEATED SPACES
DESCRIPTION U VAL QTY WIDTH HEIGHT AREA
17777777 9.a9
9.99
SUM OF OVERHEAD GLAZING IN UNhEA TED SPACES: 0.00
(nor inclucledin sun of ail grazing above)
SIMPLE HEATING SYSTEM SIZE
This heating system sizing is based on the Prescriptive Requirements
of the 2018 Washington State Energy Code. This is for heating only. ACCA
procedures for sizing cooling systems should be used to determing cooling.
Indoor Design Temperature 70
Outdoor Design Temperature 24
Design Temperature Difference
Indoor - Outdoor Design Temp 46
Conditioned Floor Area 479
Conditioned Volume r 3832
Glazing
Sum of UA from Glazing Schedule
21
Attic
U-Factor
X Area =
UA
0026
Other
Single Rafter or Joist Vaulted Ceilings
U-Factor
X Area =
UA
0027
Other:
Above Grade Walls
U-Factor
X Area =
UA
R-21 - R-10 HEADERS
0.056
432
63.OD
Other:
Floors
Li Factor
X
Area =
UA
0.029
Other:
Other -
Below
Below Grade Walls
U-Factor
X Area =
UA
R-21 Interior
0042
R-10 Continuous exterior
0.06464
Other:
Slab Below Grade
F-fa ctor
X Length =
UA
R-5 Thermal lark sl edge
0.57
Other:
Slab on Grade
F-fa etor
X
Length =
UA
R-10 2' perimeter
0.36
34.02
R-10 Fully insulated
036.
Other: R-7.5
0.27
22
5.94
Sum of UA
124.78
Envelope Heat Load
5740 Btu / Hour
Sum of UA X Design Tenperature
Offer -
Air Leakage Heat Load
1904 Btu / Hour
((Volume X 0.6) X Design Outdoor Temp) X.018))
Building Design Heat Load
7644 Btu! Hour
Air Leakage + Envelope Heat Loss
Building and Duct Heat Load
7644 Btu / Hour
Use 1.1 if ducts are located in unconditioned
space: Sum of Building Heat Loss X
1.1
Use 1 if ducts are located in conditioned space: Sum of Building
Heat Loss X 1
Maximum Heat Equipment Output
1.25
9554 Btu / Hour
Use 1.4for forced air furnace: Building & Met
Heat Loss x
1.4
Use 125 for heat pump: Building & Duct Heat Loss x 1.25
WHOLE -HOUSE MECHANICAL VENTILATION (PRESCRIPTIVE)
WHOLE -HOUSE MECHANICAL VENTILATION SYSTEMS SHALL BE DESIGNED IN ACCORDANCE
WITH SECTIONS M15054 1 THROUGH M1505.4.4 (WASHINGTON STATE AMENDMENTS)
❑ WHOLE -HOUSE VENTILATION USING EXHAUST FANS (M1505.4.1.2)
❑ WHOLE -HOUSE VENTILATION USING SUPPLY FANS (M1505.4.1.3)
❑W WHOLE -HOUSE VENTILATION SYSTEM, BALANCED (M1505.4.1.4)
❑ WHOLE -HOUSE VENTILATION USING FURNACE INTEGRATED SUPPLY (101505.4.1.5)
MECHANICAL VENTILATION AIRFLOW RATE
PER EQUATION 15-1 (M1505.4.3) F7TTD3 CFM (CONTINUOUS)
VENTILATION QUALITY ADJUSTMENT PER EQUATION 15-2 (M1505.4.3.1)
W❑ BALANCED & DISTRIBUTED (1.0 COEFFICIENT)
❑ BALANCED & NOT DISTRIBUTED (1.25 COEFFICIENT)
❑ NOT BALANCED & DISTRIBUTED (1.25 COEFFICIENT
❑ NOT BALANCED & NOT DISTRIBUTED (1.5 COEFFICIENT)
ADJUSTED MECHANICAL VENTILATION AIRFLOW RATE 71.03 CFM (CONTINUOUS)
INTERMITTENT OFF OPERATION (Ml505.4.3.2)
RUN-TIME % IN EACH 4-HOUR SEGMENT
❑ 50 PERCENT
❑ 66 PERCENT
❑j9 75 PERCENT
❑ 100 PERCENT
INTERMITTENT FLOW RATE 92.339 CFM
AIR LEAKAGE
Components of the building thermal envelope as listed in TABLE R402.4-1-1 shall be installed per manufacturer's
specifications to limit air leakage rate tonat exceed 3 air changes per hour (ACH)
AIR LEAKAGE CALCULATION(maxim um blower test CFACTUAL Blower test result
maximum ACH 7CFM._-k=BLDG VOL(8')X3ACH 160 mn =1 192 Icfm I cfm
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Document date:
06.19.21
Document Phase:
FOR PERMIT
REVISED PER
FXILZ_,WI�NT #1
Jan 24 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
W SHEE�
I,
A40F A5
21018
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Document date:
06.19.21
Document Phase:
FOR PERMIT
REVISED PER
F;UE,WBNT #1
Jan 24 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
w SHEE�
4
A50F A5
21018