APPROVED BLD PLN BLD2020-0904+Architectural_Plan+8.31.2020_12.24.13_PMCLIMATIC &GEOGRAPHIC DESIGN CRITERIA CR3o1.2C1))
ROOF SNOW
d
WIND
TOPOGRAPHIC
SEISMIC f
WEATHERING '
FR05T LINE
WINTER
ICE BARRIER
UNDERLAYMENT
FLOOD
AIR
MEAN
LOAD
SPEED
EFFECTS
DESIGN GAT.
DEPTHb
TERMITE
DESIGN
°
�
HAZARDS 9
FREEZING
I
ANNUAL
TEMP
REQUIRED
INDEX
TEMP)
ZGJ
pjGj
ND
DZ
MODERATE
-�-
SLIGHT TO
22
ND
I��O FIRM
170
01
MODERATE
2015 WSEG &IRG VENTILATION TABLE 402.1a
CLIMATE ZONE
MARINE 4
(R-VALUE (a) OR
U-FACTOR)
FENESTRATION U-FACTOR (b)
0.30
SKYLIGHT (b) U-FACTOR
o.50
GLAZED FENESTARTION SHGG (b,e)
N/A
CEILING R-VALUE (k)
q•�
WOOD FRAME WALL (g,m,n) R-VALUE
ZI Int.
MASS WALL R-VALUE (i)
21/21 Ch)
FLOOR R-VALUE
30 (g)
BELOW -GRADE (c,m) WALL R-VALUE
10/15/21 :nt. +TB
SLAB (d) R-VALUE &DEPTH
10, Z ft.
FOR SI: I foot.=3o4.8mm, al. =CONTINUOUS INSULATION, Int.= INTERMEDIATE FRAMING
(a) R-VALUES ARE MINIMUMS. U-FACTORS AND SHGG ARE MAXIMUMS. WHEN INSULATION 15 INSTALLED IN A CAVITY WHICH 15 LE55
THAN THE LABEL OR DESIGN THICKNESS OF THE INSULATION, THE COMPRESSED R-VALUE OF THE INSULATION FROM APPENDIX
Alol.4 SHALL NOT BE LE55 THAN THE R-VALUE SPECIFIED
(b) THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS. THE SHGG COLUMN APPLIES TO ALL GLAZED FENESTRATION.
EXCEPTION: SKYLIGHTS MAY BE EXCLUDED FROM GLAZED FENESTRATION SHGG REQUIREMENTS IN CLIMATE ZONES I THROUGH 3
WHERE THE SHGG FOR SUCH SKYLIGHTS DOES NOT EXCEED o.30
(c) l0/15/21 MEANS R-lo CONTINUOUS INSULATION ON THE EXTERIOR OF THE WALL, OR R-15 ON THE CONTINUOUS INSULATION ON THE
INTERIOR OF THE WALL, OR R-21 CAVITY INSULATION PLUS A THERMAL BREAK BETWEEN THE SLAB AND THE BASEMENT WALL AT
THE INTERIOR OF THE BASEMENT WALL. l0/15/21+TB SHALL BE PERMITTED TO BE MET WITH R-13 CAVITY INSULATION ON THE
INTERIOR OF THE BASEMENT WALL PLUS R-5 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE WALL. TB MEANS
THERMAL BREAK BETWEEN FLOOR SLAB AND BASEMENT WALL
(d) R-lo CONTINUOUS INSULATION IS REQUIRED UNDER HEATED SLAB ON GRADE FLOORS. SEE R4o2.Z.�J.I
(e) THERE ARE NO SHGG REQUIREMENTS IN THE MARINE ZONE
(1) (g) (h) RESERVED
(i) THE SECOND R-VALUE APPLIES WHEN MORE THAN HALF THE INSULATION 15 ON THE INTERIOR OF THE MA55 WALL.
(j) RESERVED
(k) FOR SINGLE RAFTER OR J015T VAULTED CEILINGS, THE INSULATION MAY BE REDUCED TO R-38
(I) RESERVED
CM7INT. (INTERMEDIATE FRAMING) DENOTES STANDARD FRAMING I(c INCHES ON CENTER WITH HEADERS INSULATED WITH
A MINIMUM OF R-lo INSULATION.
CN) LOG AND SOLID TIMPER WALLS WITH A MINIMUM AVERAGE THICKNESS OF 3.5 INCHES ARE EXEMPT FROM THIS
INSULATION REQUIREMENT
TABLE R4o2.1.3 FOOTNOTE:
(a) NONFENESTRATION U-FACTORS SHALL BE OBTAINED FROM MEASUREMENT. CALCULATION OR AN APPROVED SOURCE OR A5
SPECIFIED IN SECTION R4o2.18
GENERAL NOTES:
SMOKE ALARMS (R314):
THESE GENERAL NOTES ARE TO BE USED AS A SUPPLEMENT TO THE DRAWINGS.
ALL SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL217 AND INSTALLED IN
ANY DISGREPANGIES FOUND AMONG THE DRAWINGS, GENERAL NOTES AND SITE
ACCORDANCE WITH THE PROVISIONS OP THIS GODS AND THE HOUSEHOLD FIRE WARNING
CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH
EQUIPMENT PROVISIONS OF NFPA 72. SMOKE ALARMS SHALL BE IIoV INTERGONNEGTED
DISCREPANCY IN WRITING. ANY WORK DONE BY THE CONTRACTOR AFTER THE
WITH BATTERY BACK-UP.
DISCOVERY OF A DISCREPANCY SHALL BE DONE AT THE CONTRACTORS OWN RISK.
EXHAUST HOOD MAKEUP AIR (MI503.4): KITCHEN EXHAUST HOODS EXHAUSTING OVER
ALL METHODS AND MATERIALS TO CONFORM TO THE 2010 INTERNATIONAL BUILDING
40oGFM SHALL BE EQUIPPED WITH MAKEUP AIR AT A RATE APPROXIMATELY EQUAL TO
GODS, 2010 INTERNATIONAL RESIDENTIAL GODS AND 2010 WASHINGTON STATE ENERGY
THE EXHAUST RATE. SUCH MAKE UP SYSTEMS SHALL BE EQUIPPED WITH A MEANS OP
GODS AS AMENDED AND ADOPTED BY APPLICABLE JURISDICTION.
CLOSURE AND SHALL BE AUTOMATICALLY CONTROLLED TO START AND OPERATE
SIMULTANEOUSLY WITH THE EXHAUST SYSTEM.
DESIGN CRITERIA (IRG 301): THE ENGINEERED LATERAL DESIGN FOR THE BUILDING IS IN
ACCORDANCE WITH THE 2010 INTERNATIONAL BUILDING GODS AND IS PROVIDED BY THE
FIREBLOGKING: SHALL BE PROVIDED TO GUT OFF ALL CONGEALED DRAFT OPENINGS AND TO
ENGINEER OP RECORD.
FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES AND BETWEEN TOP STORY AND
ROOF SPACE. INSTALL PER IRG 302.11
DESIGN LOADS:
ROOF: LL=20, DL=15, TL=4o
WATER-RESISTANT GYPSUM BACKING BOARD (IRG 7o2.3•S)- GYPSUM BOARD USED AS A
FLOOR: LL=40, DL=10, TL=50
BACKER BOARD FOR CERAMIC TILE SHALL CONFORM TO ASTM G13°Jlo, G117S OR GI278�
WATER-RESISTANT GYPSUM BOARD SHALL NOT BE INSTALLED OVER A VAPOR RETARDER
CONCRETE FOUNDATIONS:
IN A SHOWER OR TUB COMPARTMENT. GUT OR EXPOSED EDGES, INCLUDING THOSE AT
CONCRETE FOUNDATIONS SHALL BE DESIGNED IN ACCORDANCE WITH IRG CHAPTER 4.
WALL INTERSECTIONS, SHALL BE SEALED AS RECOMMENDED BY THE MANUFACTURER.
MIN, CONCRETE COMPRESSIVE STRENGTH (f'�) : 3,00o PSI (R4o4,1•3.3•I)
FASTENERS IN PRESERVATIVE TREATED WOOD (R317.3•I): FASTENERS, INCLUDING NUTS
MIN. YIELD STRENGTH OF STEEL REINFORCEMENT: (00,000 PSI (R404.1.3.3.7)
AND WASHERS, FOR PRESERVATIVE TREATED WOOD SHALL BE HOT DIPPED ZING -COATED,
CONCRETE MIXING &DELIVERY SHALL COMPLY WITH ASTM G ?�4 OR ASTM G (oPj�i
GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER.
MIN, REINFORCEMENT COVER: IF CAST AGAINST EARTH: 3�� MIN COVER. IP CAST
1� ��
AGAINST REMOVABLE FORMS: I-I/Z FOR N0. 0 BARS AND SMALLER, 2 FOR N0. (o
DRIP EDGE (IRG R�JO�i.Z.S•0): A DRIP EDGE SHALL BE PROVIDED AT EAVES AND GABLES OP
ASPHALT SHINGLE ROOFS AND SHALL EXTEND .Z�i INCHES BELOW SHEATHING AND 2�� UP
BARS OR LARGER. (R403,1.3.5.3 & R404.1.3.3.7.4)
ROOF DECK
FORMS SHALL BE MADE OF AN APPROVED MATERIAL AND SHALL PROVIDE SUFFICIENT
Z015 WASHINGTON STATE ENERGY GODS:
STRENGTH TO CONTAIN CONCRETE DURING THE CONCRETE PLACEMENT OPERATION
(IRG R4o4.1.3.3•�0)
_ENERGY CREDITS (DEBITS) REQUIRED: SEE ATTACHED FORMS AND BELOW:
� SF < 1,50o SF =SMALL DWELLING UNIT = 1.5 CREDITS REQUIRED
CONCRETE SHALL BE CONSOLIDATED BY SUITABLE MEANS DURING PLACEMENT AND
SHALL BE WORKED AROUND EMBEDDED ITEMS AND REINFORCEMENT AND INTO CORNER
� OPTION #3a = I.o CREDITS: HIGH EFFICIENCY HVAG EQUIPMENT: DUCTLESS PSLIT
OP FORMS (IRG 404,1.3.3.5)
SYSTEM HEAT PUMPS, ZONAL CONTROL (NEW ADDITION ONLY)
VERTICAL AND HORIZONTAL WALL REINFORCEMENT SHALL BE THE LONGEST LENGTHS
� OPTION #5� = I.�i CREDITS: EFFICIENT WATER HEATING -WATER HEATING SYSTEM TO
PRACTICAL. WHERE SPLICES ARE NECESSARY IN REINFORCEMENT, THE LENGTH
BE GAS WITH MINIMUM EF OF 0•°�I.
SHALL BE IN ACCORDANCE WITH TABLE Rloll.5.4(I) AND FIGURE R(oll.5.4(I). THE MAXIMUM
GAP BETWEEN NON -CONTACT PARALLEL BARS AT A LAP SPLICE SHALL NOT EXCEED
-VENTILATING SYSTEM USED: INTERMITTENT WHOLE HOUSE USING EXHAUST FANS (IMG
THE SMALLER OP ONE -FIFTH THE REQUIRED LAP LENGTH AND (o INCHES.
403•8•(0, GRAFTER 51-Ci2 WAG)
FOR GRADE (00 STEEL #4 BAR (TABLE R(oll.0.4(I)):
-WHOLE HOUSE FAN SHALL OPERATE INTERMITTENTLY AND CONTINUOUSLY
-LAP SPLICE LENGTH -TENSION = 3o INCHES
-AUTOMATIC 24-HR GLOGK SET TO OPERATE FRAGTIONAL'ON' TIME IN 503•S•0•I
-TENSION DEVELOPMENT LENGTH FOR STRAIGHT BAR = 23 INCHES
-OUTDOOR AIR WILL BE DRAWN FROM AIR INLETS INSTALLED IN WINDOWS (403.8•�o•I)
-TENSION DEVELOPMENT LENGTH FOR �0-DEGREE AND 180-DEGREE WITH NOT
LESS THAN Z.5 INCHES OP SIDE COVER PERPENDICULAR TO PLANE OP HOOK AND
FRACTIONAL OPERATION TIME (f) OP 24 HR TIMER TO BE SET BY MECHANICAL
�o-DEGREE STANDARD HOOKS WITH NOT LESS THAN 2 INCHES OF COVER ON THE
CONTRACTOR. 15o GFM FAN (Il�o GFM @ ,201N WG) WILL BE USED AND SET TO A 4-HOUR
BAR EXTENSION BEYOND HOOK = °J INCHES
-TENSION DEVELOPMENT LENGTH FOR BAR WITH °JO-DEGREE AND 180 DEGREE
GYGLE. THE ON TIME MINUTES BASED ON TABLE 403.8,1 AND ASHRAE (02.2-2010:
STANDARD HOOK HAVING LESS COVER THAN REQUIRED ABOVE = IZ INCHES.
- 125 MINUTES PER 4-HR GYGLE IF RATE (00 (TABLE MI507.3.3(I))� f=.52
- 10(o MINUTES PER 4-HR GYGLE IP RATE 70 (TABLE MI007.3.3CI))� f=.(o5
DAMPPROOFING (IRG R40(o):
- 187 MINUTES PER 4-HR GYGLE IF RATE �0 (TABLE MI007.3.3(I))� f=.7S
FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS
- 218 MINUTES PER 4-HR GYGLE IP RATE IOg (TABLE MI007.3.3CI)); f=.�JI
BELOW GRADE SHALL BE DAMPPROOFED FROM THE TOP OP THE FOOTING TO THE FINISHED
GRADE. CONCRETE WALLS SHALL BE DAMPPROOFED BY APPLYING ANY ONE OP THE
PERMANENT GERTIFIGATE SHALL BE POSTED WITHIN 3 FEET OF THE ELECTRICAL PANEL
MATERIALS LISTED IN R 40(0.l & R40(o.2
OR ON THE PANEL ITSELF• THE GERTIFIGATE SHALL BE COMPLETED BY THE BUILDER OR
REGISTERED DESIGN PROFESSIONAL AND LIST THE FOLLOWING: INSULATION R-VALUES
INFILTRATION CONTROL (WSEG 402):
FOR ALL BUILDING FRAMING AND FOUNDATION/SLAB COMPONENTS, DUCT INSULATION
I. EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND
OUTSIDE CONDITIONED AREAS, GLAZING U VALUES AND/OR SHGG VALUES, TYPE AND
FOUNDATIONS, BETWEEN WALLS AND ROOF AND BETWEEN WALL PANELS OPENINGS AT
EFFICIENCY OF HEATING/COOLING SYSTEM AND HEATING EQUIPMENT, DUCT LEAKAGE
PENETRATION OF UTILITY SERVICES THROUGH WALLS, FLOOR AND ROOFS�AND ALL OTHER
RATES INCLUDING TEST CONDITIONS AND AIR LEAKAGE RESULTS (WSEG 401.3)•
OPENING IN THE BUILDING ENVELOPE SHALL BE SEALED, CAULKED AND GASKETED OR
WEATHERSTRIPPED TO LIMIT AIR LEAKAGE. OTHER EXTERIOR JOINTS AND SEAMS SHALL
HIGH EFFICACY LUMINARIES (WSEG 404•I): 70% OF ALL LUMINARIES SHALL BE HIGH
BE SIMILARLY TREATED, OR TAPED, OR COVERED WITH MOISTURE VAPOR PERMEABLE
EFFICACY.
HOUSEWRAP
2. ALL EXTERIOR DOORS OR DOORS SERVING AS ACCESS TO AN ENCLOSED UNHEATED
TESTING (WSEG 402.4.1.2): REQUIRED FOR ALL BUILDINGS AND SHALL OGGUR ANYTIME
AREA SHALL BE WEATHERSTRIPPED TO LIMIT LEAKAGE AROUND THEIR PERIMETER WHEN
AFTER ROUGH -IN AND AFTER INSTALLATION OP PENETRATIONS OF THE BUILDING
IN A CLOSED POSITION
ENVELOPE. ACCEPTABLE AIR LEAKAGE TO BE LESS THAN 0 AIR CHANGES PER HOUR
3• RECESSED LIGHTING FIXTURES (4oZ.4.4): WHEN INSTALLED IN THE BUILDING ENVELOPE
WITH A BLOWER DOOR AT A PRESSURE OP •2 INCH W.G. (00 PASCALS)
SHALL BE:
-TYPE IG RATED AND CERTIFIED UNDER ASTM EZ83 TO HAVE NO MORE THAN 2.o GPM AIR
SEALING (WSEG 403.2.2): DUCTS SHALL BE LEAK TESTED IN ACCORDANCE WITH WSU
MOVEMENT
RS-33 U51NG THE MAXIMUM DUCT LEAKAGE RATES SPECIFIED.
-THE LIGHTING FIXTURE SHALL BE TESTED AT 7(o PASCALS OR I.Ci7 LBS/SF PRESSURE
-POST CONSTRUCTION &ROUGH -IN: TOTAL LEAKAGE TO BE LESS THAN OR EQUAL TO
DIFFERENCE AND LABELED SHOWING COMPLIANCE
4GPM PER l00 S.P. OP CONDITIONED FLOOR AREA AT 0,1 INCHES W.G. FOR ENTIRE SYSTEM,
-SHALL BE INSTALLED WITH A GASKET OR CAULK AT THE CEILING TO PREVENT AIR
INCLUDING AIR HANDLER ENCLOSURE. ALL REGISTER BOOTS SHALL BE TAPED OR
LEAKAGE
OTHERWISE SEALED DURING TEST. LEAKAGE TO OUTDOORS SHALL BE LESS THAN OR
EQUAL TO 4GPM PER loo SQUARE PEST OF CONDITIONED FLOOR AREA
VAPOR BARRIERS/GROUND GONERS:
GLASS I (SHEET POLYETHYLENE, UNPERFORATED ALUMINUM FOIL) OR GLASS II
DUCT INSULATION &INSTALLATION (WSEG Q•o3,2.1 & 403.2.3�: DUCTS SHALL BE INSULATED
(KRAFT-PAGED FIBERGLASS BATTS) VAPOR RETARDERS ARE REQUIRED ON THE INTERIOR
TO A MINIMUM R-8. EXCEPT IF LOCATED COMPLETELY WITHIN THE BUILDING THERMAL
SIDE OP FRAMED WALLS (R7o2.2)
ENVELOPE. BUILDING FRAMING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS.
INSTALLATION OF DUCTS SHALL NOT DISPLACE REQUIRED ENVELOPE INSULATION.
GLASS III VAPOR RETARDER (LATEX OR ENAMEL PAINT) PERMITTED AT VENTED CLADDING
OVER WOOD STRUCTURAL PANELS, FIBERBOARD, OR GYPSUM, OR CONTINUOUS INSULATION
WITH R-VALUE �= 2.0 OVER 2x4 WALLS OR R-VALUE �=3.7�i OVER 2x(o WALLS. (R702.7•I)
VAPOR RETARDER UNDER SLAB (R50(o.2.3): (o MIL POLYETHYLENE OR APPROVED VAPOR
RETARDER WITH JOINTS LAPPED NOT LE55 THAN (o�� SHALL BE PLACED BETWEEN THE
CONCRETE FLOOR SLAB AND THE BASE COURSE OR THE PREPARED SUBGRADE WHERE
NO BASE COURSE EXISTS. EXCEPT AT GARAGES, UTILITY BUILDINGS AND OTHER
UNHEATED ACCESSORY STRUCTURES.
GROUND COVER (R408.1): (o MIL BLACK POLYETHYLENE OR APPROVED EQUAL SHALL BE
LAID OVER THE GROUND WITHIN CRAWL SPACES AND SHALL BE OVERLAPPED 12�� MINIMUM
AT THE JOINTS AND SHALL EXTEND TO THE FOUNDATION WALL
C�
EX. WAT
METER
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
APPROVED
PLANS MUST BE
ON JOB SITE
OBTAIN ELECTRICAL
PERMIT FROM
STATE LABOR &
INDUSTRIES
�N
SEE OTHER SITE PLAN FOR
APPROVED SITE INFO
- - - - - -
Special Inspections report required for the installation of
;Anchor Bolts /Epoxy. Prior to final.
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- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
�� �� �� \�O VERIZON BOX
IZO.00� -DATUM
POINT: °J°J•5o'
M--- M--_ EXISTING
EXISTING DRIVEWAY - I I
� CARPORT
REMOVED �
27 SF NEW I EX. ELEG. 5410 SF NEW N
ENTRY ADDITION - - - &GAS ADDITION
AT EX. PORCH I METERS FOOTPRINT
D r------ rZ----- � 15I'-3 5/8��
I �__- - -- ---
_ I � _ �I- L - - - 22� I D5 I EX,
I � I � I RETAINING
�, I 7•°� I I I WALL \
D� J I 10�-0��
o I
I � I � I
(STING DECK i I I I �
5--- I / I �� , I O
EXITING IN I SHEDING I �
I 51�JGLE I I I REMOVED
EEC• � FAMILY _ I � I
RES�DENGE 15 0 l I
I I RLDG lo'-o°
EXISTING � /o/, II Q�� I ETA ACCESS I
DECK I EASEMENT
I / I LINE OP UPPER � - I
I FLOOR � � I I
---- EX.I� of o I
G DZ-------1--------� - - - - - - -� B
Ito ��,
City of Edmonds
Building Department
APPROVED Plans
APPROVED BY PLANNING
�� �,��
Sep 25 2020
N
USE INDIVIDUAL SITE PLAN IN FILES
SCOPE OP WORK:
PROPERTY INFORMATION:
LOT COVERAGE:
CONSTRUCT I°J(o SF MAIN
PARCEL #: 00477300000300
BUILDING FOOTPRINT
FLOOR ADDITION, 044 UPPER
ADDRESS:
(HOUSE &PORCH):
FLOOR ADDITION, 544 SF
010 HOMELAND DR
150(o S.F•
ROOF TOP DECK AND 380 SF
ZONING: RS-!o
COVERAGE:
GARAGE.
LOT AREA: 0.17 ACRE (7,200 SF)
150(0/7200= ZI.(o% < 35%
SETBACKS:
STREET: 20'
REAR: 15'
SIDEYARD: 0'
MAX. HT: 20'
LOT COVERAGE: 30%
City Of Edmonds
Building Department
Work ; Addition with a roof deck
Address � 510 Homeland Drive
Owner r Michiah and Anthony Marzano
------------ ----
Approved Dater __10/13/2020 ___ _ _ _ _ __ __ __
Building Official � � w• � a
Permit Number � BLD2020-0904
HEIGHT CALCULATION:
AVERAGE GRADE: 100.50'
MAX. HEIGHT ALLOWED: 120.00'
HIGHEST POINT: 123.27' < 120.00'
AVERAGE GRADE
ELEVATIONS
A
IOO.G�O
B
IOO.G�O
G
IOO.G�O
D
IOo.50
AVE.
IOO.G�O
F--
DC
z
SCALE: I°=10'-0"
LEGAL DESCRIPTION:
HOMELAND ADD REPEAT BLK 000 D-00 -
LOT 3 SUBJ ESE PUD I
BLD2020-0904
VIGINTIY MAP:
Rorys LFtlmontlST •% a,�o�s i..,.....i
,.< /
;^ !i �' rEmory�3 �ungsmn �Salr end Iran �„_
�manme F �Ilaee!h
-: � � Edmonds
�,lea:� � u���
wP>� , Harms � o,�m�
Pon e1 Etl��L; w §
,.® HerborSque �'v9�I Wes!ern Pius aeokx u w ..
mho �sHun P h& •� '-AthlettC dub `ErlrnuliJS Hurborin!r
3ea���ara�, d: �„>,
___ �Irnmrsosrenn�) e..�
Etlm�ae sheldsmvw- - - _..
Marsh Creek
r .� ��� �510 Hamel[ntl Hrlve
g hPark I ® I�� xonmw.r "��r
ff Leesh '-_
i EdrrrarMs � �i� � o ".A.r, w,,.
;�° {
>«nl b n".s AFw
AREA CALCULATION
LEVEL/ROOM
EXIST.
NEW
TOTAL
MAIN FLOOR (S.F.)
°J83
10(0
117°J
UPPER FLOOR (S.F•)
0
544
044
NEW TOTAL (SQ.FT•):
083
740
1723
GARAGE:
0
380
380
SHEET INDEX
G
COVER -GENERAL NOTES
I
FOUNDATION PLAN
2
MAIN FLOOR FRAMING
3
MAIN FLOOR PLAN
4
UPPER FLOOR FRAMING
5
UPPER FLOOR PLAN
(o
ROOF FRAMING
7
ELEVATIONS
8
SECTIONS
AD -I
ARCHITECTURAL DETAILS
5-
STRUCTURAL DETAILS
Scale: lal = 10'
0 5' 10' 20' '
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C`nPVC?ICI-IT (cl I� �C?C`I-IIT�(`TC I I C`
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FOUNDATION VENTS
GRAWL AREA:
I!o!o
VENTILATION REQUIRED (AREAxl44/300)
g0
VENTILATION PROVIDED:
SCREENED FOUNDATION VENTS (IG'x�x.�5=73.�i EA.):
I.og�}I
VENTS REQUIRED:
2
NUMBER OF VENTS PROVIDED:
4
TOTAL AREA PROVIDED:
2°J4.00
NOTES:
I. ��� STEM WALL WITH I(o°xlo° FOOTING TYPICAL (U.N.O.)- SEE
DETAIL FOR NOTES & REINFORCING.
2. ANCHOR BOLTS, HOEDOWNS &PLATE WASHERS PER
ENGINEER OF RECORD- SEE S-SHEETS.
3, ALL WOOD IN DIRECT CONTACT WITH THE GROUND OR
CONCRETE TO BE AN APPROVED
PRESSURE -PRESERVATIVE TREATED WOOD
w
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B s a�a,�L
8 8 , �y�
LATERAL ONLY
22'-0" ,,
4'-5 I/2°
7�-3 I/2°
l0'-3°
DS
4�-81/2°
��_2��
3�_I��
0�'��
0�'�� I
DENOTES 14°x7°
��1�aJ
��1�aJ AD I
SCREENED VENT,
n1� — —
n1� — — —
TYP., SEE SHEET 2
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A
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ACCESS IN EXISTING i
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Sep 01
CITY OF EI
TYPICAL FLOOR FRAMING
2x10 HP#2 Ca Ilo° O.G. (UNLE55 NOTED OTHERWISE)
LEGEND
5B
® ------ DENOTES CONCENTRATED LOAD FROM ABOVE.
� ---- 14��x7° SCREENED FOUNDATION VENT• SEE SHEET #I
FOR VENTILATION CALCULATION
NOTES:
I. IS°x24° MINIMUM GRAWL AGGE55, I(o��x24�� GRAWL AGGE55 IN
PERIMETER WALL IP APPLICABLE.
2. 2x8 HF#2 RIM J015T TYPICAL (U.N.O.)
3. ALL WOOD IN DIRECT CONTACT WITH CONCRETE TO BE
PRE55URE PRESERVATIVE TREATED OR SEPARATED BY
AN APPROVED VAPOR RETARDER.
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r�novQicur n i� oQruir�rTc i i r�
Sep 01
CITY OF EI
A B
8 S
' 'f I' I I' (LOCAL EXHAUST FANS SHALL BE PROVIDED IN
4-II �-l0 7-2 3_I ,EACH KITCHEN, BATHROOM, WATER CLOSET, ■
(LAUNDRY ROOM, INDOOR SWIMMING POOL, SPA,(
3'-� I/4" 3'-3 3/4" I'-(o I/2" I'-� I/2' ■AND OTHER ROOMS WHERE WATER VAPOR OR ■
(COOKING ODOR IS PRODUCED. IRC 1507.4
HEAT PUMP
FOR DUGTLE S �
SPLIT SYST M �
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lu
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HEATER (V.T. .) i
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� � REQUIREMENTS Ca GARAGE Qx(o � -'
1 (2� 1 EX.
G � I-3/8�� SOLID � � � � REFR.
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LEGEND
S.D.
---- DENOTES IIOV. SMOKE DETECTOR W/ BATTERY
BACK-UP & INTERGONNEGTED ALARMS -
VERIFY EXISTING LOCATION OR INSTALL,
G.O. ____ DENOTES IIOV. SMOKE DETECTOR CARBON
MONOXIDE DETECTOR W/ BATTERY
BACK-UP & INTERGONNEGTED ALARMS -
VERIFY EXISTING LOCATION OR INSTALL,
---- 5o GFM MIN. BATH FAN
TSG ---- SAFETY GLAZING
---- WHOLE HOUSE FAN- IIlo GFM MIN, -SEE COVER
WHF SHEET
T❑ ---- WHOLE HOUSE FAN INTERMITTENT TIMER- 5EE
COVER SHEET FOR FRACTIONAL ON TIME
0 EXISTING CONSTRUCTION
� NEW CONSTRUCTION
EXISTING REMOVED
GENERAL NOTES:
I. DOORS TO BE (0'-8° HIGH U.N.O.
2. NEW WINDOWS TO HAVE U-VALUE = 0.3o MIN.
3. ALL EXISTING WALL CAVITY EXPOSED DURING
CONSTRUCTION TO BE FILLED WITH INSULATION MIN. R-10 AT
2x4 WALLS AND R-21 AT 2x(o WALLS.
4. FILL CAVITY AT NEW 4x EXTERIOR HEADERS W/ R-lo RIGID
INSULATION.
ARGHITEGTURAL NOTES:
OI EQUIVALENT LENGTH OF DRYER DUCT TO BE P05TED ON A
PERMANENT LABEL OR TAG WITHIN (o' DRYER
ZO I/2° GWB REQUIRED BETWEEN GARAGE AND LIVING SPACE
ON WALLS AND SUPPORTING STRUCTURE. 5/S�� TYPE 'X'
REQUIRED ON GARAGE CEILING WHEN HABITABLE SPACE 15
ABOVE GARAGE.
30 AFFIX LABEL NEAR CONTINUOUSLY OPERATED WHOLE
HOUSE FAN CONTROL THAT READS "WHOLE HDUSE
VENTILATION CONTROL- SEE OPERATING INSTRUCTIONS".
SEE SHEET G FOR VENTILATION SYSTEM AND CONTROLS.
ENGINEERING NOTES:
I. SW-x DENOTES SHEARWALL TYP. SEE 5-SHEETS FOR
SCHEDULE, DETAILS &NOTES
2. ALL EXTERIOR WALLS SHALL BE FRAMED AS SHEARWALL
TYPE (o, UNLESS NOTED OTHERWISE.
3. VERIFY /UPGRADE EXISTING WALLS AS REQUIRED FOR
SHEAR WALL SCHEDULE.
4• FLDOR SHEATHING SHALL BE 3/4° T&G 05B OR PLYWOOD.
NAIL PANEL EDGES W/ lod Ca (o'� O.G. &PANEL FIELD W/ lod
aC IZ° O.G., UNLESS NOTED OTHERWISE,
WA STATE ENERGY CREDITS USED:
� OPTION #3d = I.o CREDITS: HIGH EFFICIENCY HVAG
EQUIPMENT: DUCTLESS PSLIT SYSTEM HEAT PUMPS,
ZONAL CONTROL (NEW ADDITION ONLY)
� OPTION #5� = 1.0 CREDITS: EFFICIENT WATER
HEATING -WATER HEATING SYSTEM TO BE GAS
WITH MINIMUM EF OF 0.°JI.
��S�Qra�t,�`���
z� I�
LATERAL ONLY
AREA CALCULATION
LEVEL/ROOM
EXIST•
NEW
TOTAL
MAIN FLOOR (S.F•)
°J83
I°J(o
117°J
UPPER FLOOR (S.F•)
0
044
044
NEW TOTAL (SQ.FT•):
°�83
740
1723
GARAGE:
0
380
380
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A B
8 8
SAFETY GLASS REQUIRED IN
i HAZARDOUS LOCATIONS PER IRC R308.4
0
N
SPIRAL STAIR PER MANUF.:
CLEAR WIDTH AT AND BELOW
THE HANDRAIL IS NOT LESS THAN 2(0° AND THE
WALKLINE RADIUS IS NOT GREATER THAN 24-I/2". EACH
TREAD SHALL HAVE A DEPTH OF NOT LESS THAN
�-3/4° AT THE WALKLINE. ALL TREADS SHALL BE
IDENTICAL, AND THE RISE SHALL BE NOT MORE THAN
°J-I/2". HEADROOM SHALL BE NOT LESS THAN (o'-(o".
22'-0 I/2��
G�'-o I/2" (o'-lo I/2" lo'-(o I/2"
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WATERPROOF DECK �� R
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EMERGENCY ESCAPE AND RESCUE
OPENINGS
SHALL BE INSTALLED IN BASEMENTS,
HABITABLE ATTICS, AND IN SLEEPING
I ROOMS; OPENABLE W/O USE OF KEYS, I
TOOLS, OR SPECIAL KNOWLEDGE. IRC R310
I *MIN. 5.7 SF NET CLR OPENABLE AREA I
■ *MIN. 24" NET CLR OPENABLE HEIGHT
I *MIN. 20" NET CLR OPENABLE WIDTH I
• *MAX. 44" FINISHED SILL HEIGHT ■
I I
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WALL LINE BELOW
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LEGEND
S.D.
---- DENOTES IIOV. SMOKE DETECTOR W/ BATTERY
BACK-UP & INTERGONNEGTED ALARMS
G.O. ____ DENOTES IIOV. SMOKE DETECTOR CARBON
MONOXIDE DETECTOR W/ BATTERY
BACK-UP & INTERGONNEGTED ALARMS
---- So GFM MIN. BATH FAN
TSG ---- SAFETY GLAZING
0 EXISTING CONSTRUCTION
� NEW CONSTRUCTION
EXISTING REMOVED
GENERAL NOTES:
I. DOORS TO BE (0'-8° HIGH U.N.O.
2. NEW WINDOWS TO HAVE U-VALUE = 0.3o MIN.
3. ALL EXISTING WALL GAVITY EXPOSED DURING
CONSTRUCTION TO BE FILLED WITH INSULATION MIN. R-10 AT
2x4 WALLS AND R-21 AT 2x(o WALLS.
4. FILL GAVITY AT 4x EXTERIOR HEADERS W/ R-l0 RIGID
INSULATION.
ENGINEERING NOTES:
I. SW-x DENOTES SHEARWALL TYP. SEE S-SHEETS FOR
SCHEDULE, DETAILS &NOTES
2. ALL EXTERIOR WALLS SHALL BE FRAMED AS SHEARWALL
TYPE (o, UNLESS NOTED OTHERWISE.
3, VERIFY /UPGRADE EXISTING WALLS AS REQUIRED FOR
SHEAR WALL SCHEDULE.
4• PLDOR SHEATHING SHALL BE 3/4° T&G OSB OR PLYWOOD.
NAIL PANEL EDGES W/ lod Ca (o" O.G. &PANEL FIELD W/ lod
aC IZ° O.G., UNLESS NOTED OTHERWISE.
WA STATE ENERGY CREDITS USED:
� OPTION #3d = I.0 CREDITS: HIGH EFFICIENCY HVAG
EQUIPMENT: DUCTLESS PSLIT SYSTEM HEAT PUMPS,
ZONAL CONTROL (NEW ADDITION ONLY)
� OPTION #G�� = 1.0 CREDITS: EFFICIENT WATER
HEATING -WATER HEATING SYSTEM TO BE GAS
WITH MINIMUM EF OF o.�l.
45i:iS .�, �,
�Q� �����..� Sv
�'� �ls�
�s�Qr�aL� �:.:
LATERAL ONLY
AREA CALCULATION
LEVEL/ROOM
EXIST•
NEW
TOTAL
MAIN FLOOR (S.F•)
°J83
I°J(o
117°J
UPPER FLOOR (S.F•)
0
044
044
NEW TOTAL (SQ.FT•):
°�83
740
1723
GARAGE:
0
380
380
fu
I' 2� 4' 8'
E
Sep 01
CITY OF EC
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SHEET �
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r�novQicur n i� oQruir�rTc i i r�
(GUARDRAILS SHALL BE MIN. 36" IN HEIGHT(
■WHERE THE ADJACENT SURFACE OR ■
(GRADE IS 30" OR MORE BELOW. RAILINGS I
■SHALL BE SPACED TO NOT ALLOW THE ■
I PASSAGE OF A 4" SPHERE. IRC R312.1
1
(GUARDRAILS SHALL BE DESIGNED TO RESIST A
■CONCENTRATED LOAD OF 200 POUNDS IN ANY
(DIRECTION AT THE TOP OF THE GUARDRAIL. ■
.INFILL COMPONENTS SHALL BE DESIGNED TO I
I RESIST A HORIZONTAL LOAD OF 50 POUNDS ■
■OVER A nNF �(Jl IARF FC�C�T ARFA IRS R�(11 .r,
`■�I
PRE-MANUP.
SCUPPER �I
BY OTHERS
THE HANDRAIL IS NOT LESS THAN 2(0�� AND THE
WALKLINE RADIUS IS NOT GREATER THAN 24-I/2°. EACH
TREAD SHALL HAVE A DEPTH OP NOT LESS THAN
�0-3/4° AT THE WALKLINE. ALL TREADS SHALL BE
IDENTICAL, AND THE RISE SHALL BE NOT MORE THAN
°J-I/2". HEADROOM SHALL BE NOT LESS THAN (o'-(o°.
PRE-MANUP.
SCUPPER &
BY OTHERS
UPPER RDOP VENTILATION
RODE AREA:
5°�I
VENTILATION REQUIRED (AREAxl44/150)
5(07
VENTILATION PROVIDED:
GONT. SOFFIT VENT (la S.I / FT. x 58FT)
580
TOTAL PROVIDED:
580
NOTES:
I. PROVIDE GOR-A-VENT PS-Q�oO FOR ROOF VENTING, SEE
DTIL II/AD-I.
2. PROVIDE SOLID BEARING UNDER ALL GIRDER TRUSSES OP
MULTIPLE STUDS TO MATCH TRUSS WIDTH, U.N.O.
3. ALL TRUSS BOTTOM CHORDS TO BE DESIGNED AS ATTICS
WITHOUT STORAGE (l0 PSF LL). TRUSSES SHALL BE
DESIGNED WITH A BOTTOM CHORD OPENING LESS THAN
�FZ°x24'�� WHERE (2) OR MORE TRUSSES HAVE THE SAME
WEB CONFIGURATION.
4. ROOF TRUSSES &DESIGN TO CONFORM TO IRG R8o2.l0.1
5• ROOF OVERFRAMING: Zx4 RAFTERS Ca 24�� O.G. W/ Zx4
POST SUPPORT @ Q'8�� O.G. STAGGERED. BRACE POSTS
OVER (0'-0�� (IN 2X PLAT DIRECTION).
(o. TRUSS DESIGNS AND DETAILS SHALL BE PREPARED &
STAMPED BY AN ENGINEER REGISTERED IN WASHINGTON
STATE AND SHALL BE PROVIDED TO THE BUILDING OFFICIAL
FOR APPROVAL PRIOR TO INSTALLATION. TRUSS
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