APPROVED BLD BLD2023-1491+Architectural_Plan+11.20.2023_9.39.22_PM+3911987GENERAL NOTES
PROJECT INFORMATION
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PARTIAL AS BUILT MAIN FLOOR PLAN
SCALE:1/4" = 1' 0"
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1piumDing permit Trom I ; TO FIELD
-the City of Edmonds. j i INSPECTION FOR
I
---------------------------------------
------ -------------------------- ------ ;CODE COMPLIANCE
N
PARTIALAS BUILT UPPER FLOOR PLAN
SCALE:1/4" = 1'-0"
THESE DRAWINGS ARE THE PROPERTY OF H21), LLC. ANY REPRODUCTiONS MUST BE AUTHORIZED BY THE ARCHITECT AND MUST BEAR THE NAME OF THE ARCHITECT.
COPYRIGHT 2023 5Y H2D, LLC. THESE DRAWINGS ARE PROTECTED BY FEDERAL AND STATE COPYRIGHT LAWS.
1. CODES/REGULATIONS:
-CONSTRUCTION TO CONFORM TO THE 2018 INTERNATIONAL RESIDENTIAL CODE (1RC), WASHiNGTON STATE LAWS AND REGULATIONS, CURRENT WASHiNGTON STATE
RESIDENTIAL ENERGY CODE AND VARIOUS CODES IMPOSED BY LOCAL AUTHORITIES.
-A SEPARATE PERMIT MAY BE REQUIRED FOR PLUMBING, ELECTRICAL, AND/OR MECHANICAL WORK AS APPLiCADLE.
-A COPY OF THE APPROVED PERMIT PLANS MUST 5E ON THE JOD SiTE DURING CONSTRUCTION.
2. CONTRACTOR'S RESPONSIBILITY:
-PRIOR TO CONSTRUCTION, THE CONTRACTOR 15 TO VERIFY ALL DIMENSIONS AND STRUCTURAL MEMBER SIZES.
-DO NOT SCALE CONTRACT DOCUMENTS.
-iF ANY DiSCREPANCIES IN THE DRAWINGS OR FROM THE CODES ARE NOTED, ARCHITECT 15 TO DE NOTIFIED IMMEDIATELY.
-ALL CHANGES MADE DY THE CONTRACTOR SHALL 5E SUDMiTTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION.
-THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT DE RE5PONSiD1_E FOR CONSTRUCTION MEANS AND METHODS, SAFETY PRECAUTIONS, ACTS
OR OMISSIONS OR PERFORMANCE OF THE CONTRACTOR.
-CONTRACTOR SHALL DE RESPONSiDLE FOR THE PERFORMANCE AND WEATHERPROOFING OF THE ENTIRE DUiLPiNG, iTS COMPONENT EQUIPMENT, AND PARTS.
-ALL STRUCTURAL SYSTEMS SUCH AS WOOD TRUSSES WHICH ARE TO DE COMPOSED OF COMPONENTS TO DE FIELD ERECTED SHALL DE SUPERVISED DY THE SUPPLIER
DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE, AND ERECTION IN ACCORDANCE WiTH INSTRUCTIONS PREPARED DY THE SUPPLER.
-ALL WORK MUST FOLLOW CURRENT RRP RULES AND REQUIREMENTS AS DEFINED 5Y THE EPA AND THE STATE OF WASHiNGTON.
-ALL WASTE AND REFUSE CAUSED iN CONNECTION WiTH THE WORK SHALL 5E REMOVED FROM THE PREMISES AND DISPOSED OF BY THE CONTRACTOR. THE PREMISES
SHALL DE LEFT CLEAR AND CLEAN TO THE SATISFACTION OF THE OWNER.
-CONTRACTOR SHALL DESIGN AND INSTALL SHORING AS REQUIRED TO PERFORM WORK. ENGINEERING, CONSTRUCTION AND SAFETY OF THE SHORING SHALL DE THE
RESPONSi131LiTY OF THE CONTRACTOR.
-FOR ALL NEW CONSTRUCTION OR ADDITIONS DESIGNED WiTHiN 1'-0" OF THE HEIGHT LiMiT, THE CONTRACTOR SHALL DE RESPONSIBLE FOR COORDINATING WiTH THE
SURVEYOR TO VERIFY THE ELEVATION OF THE STRUCTURE AS iT 15 SEiNG 5UiLT TO VERIFY ANY ELEVATION PISCRPANCiES THROUGHOUT CONSTRUCTION. ELEVATIONS
SHOULD DE VERIFIED FOR EACH FLOOR LEVEL PRIOR TO PROCEEDING WiTH THE NEXT FLOOR OF FRAMING: TOP OF FOUNDATION, TOP OF SUDFLOOR, TOP PLATE AND RIDGE
ELEVATIONS SHOULD DE VERIFIED DURING CONSTRUCTION. CONSULT ARCHITECT FOR CLARIFICATION PRIOR TO CONSTRUCTION.
3. SOILS:
-FOUNDATION DESIGN 15 DASED ON AN ASSUMED AVERAGE SOiL DEARiNG OF 2,000 PSF OR PER GEOTECHNiCAL REPORT. ALL FOOTINGS SHALL DE CAST ON
UNDI5TURBED FiRM NATURAL 501L OR COMPACTED SOIL OF 2,000 PSF DEARiNG CAPACITY AT LEAST 1'-6" DELOW LOWEST ADJACENT GRADE, AND FREE OF ORGANIC
MATERIALS. FOOTING EXCAVATION SHALL DE FREE OF L005E SOiLS, DESRiS, AND FREE WATER AT ALL TIMES. TH15 OFFICE TAKES NO RESPONSiDiL1TY iN VERIFYING
THE ACCURACY OF ENGINEERING DATA SUPPLIED DY OTHERS.
4. ATTIC REQUIREMENTS:
-APPLY ROOFING iN ACCORDANCE WiTH iRC CHAPTER 9. PROVIDE ATTiC VENTILATION AS INDICATED ON DRAWINGS AND AS OUTLINED 1N iRC SEC R806.
-THE NET FREE VENTILATING AREA SHALL DE NOT LE55 THAN 1/150 OF THE AREA OF THE SPACE VENTILATED, EXCEPT THAT THE AREA MAY DE 1/300 PROVIDED AT
LEAST 50 PERCENT OF THE REQUIRED VENTILATING AREA 15 PROVIDED 5Y VENTILATION LOCATED iN THE UPPER PORTION OF THE SPACE TO DE VENTILATED AT LEAST 3
FEET ABOVE EAVE OF CORNICE VENTS WiTH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. (1RC SEC R806).
-ATTIC ACCESS: MINIMUM 22" x 30" WiTH MiNiMUM 30" HEADROOM, UNOBSTRUCTED, READILY ACCESSi13LE OPENING. iRC SEC R807. ACCESS DOORS SHALL DE
WEATHERSTRiPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES.
-iN ROOMS NOT PROVIDED WiTH AN OPERABLE WINDOW OF 1.5 5Q. FT. OR GREATER, A MECHANICAL VENTILATION SYSTEM CAPABLE OF PROVIDING 5 AIR CHANGES PER
HOUR SHALL BE PROVIDED.
-VENT DRYER, BATH FANS, AND RANGES/OVENS TO THE OUTSIDE.
5. VENTILATION:
-VENT FANS SHALL TERMINATE AT THE EXTERIOR OF THE BUILDING PER iRC SECTION M1502.3 AND 1MC SECTION 501.3.
-INSULATE ALL DUCTS OUTSIDE OF CONDITIONED SPACE PER WA STATE ENERGY CODE.
-KITCHEN RANGE HOODS: RANGE HOODS CAPABLE OF EXHAUSTING MORE THAN 400 CFM REQUIRE MAKE-UP AiR PER iRC M1503.6.
6. GLAZING:
-TO 5E iN COMPLIANCE WiTH 1RC SEC R308 AND WASHiNGTON STATE SAFETY GLASS LAW, EXCEPTIONS ARE AS OUTLINED iN iRC SEC R308.
-GLAZING 1N LOCATIONS 5UBJECT TO HUMAN IMPACT SUCH AS GLA551N DOORS, GLAZING WiTHiN 24" ON EITHER SiDE OF A DOOR OPENING, GLAZING CL05ER THAN 18"
TO A FLOOR, SHOWER DOORS AND TUB ENCLOSURES SHALL DE WiRE REINFORCED, TEMPERED GLASS, LAMINATED SAFETY GLA55 OR SHATTER RESISTANT PLASTIC.
-SLIDING GLASS DOORS TO DE SAFETY GLAZING, LAMINATED OR TEMPERED GLASS.
-SHOWER ENCLOSURES SHALL DE APPROVED WiRE REINFORCED, TEMPERED OR. LAMINATED SAFETY GLASS OR SHATTER RESISTANT PLASTIC.
-GLAZING WiTHiN 18" OF FLOOR AND GREATER THAN 18" 1N LEAST DIMENSION SHALL COMPLY WiTH IMPACT LOADS. SEE PLANS.
-ALL EXTERIOR WALL GLAZING SHALL DE DOUBLE GLAZED, UNLESS NOTED OTHERWISE, AND COMPLY WiTH STATE OF WASHiNGTON ENERGY CODE.
-EGRESS iN EVERY SLEEPING ROOM SHALL HAVE A MiNiMUM NET CLEAR OPENING OF 5.7 5Q. FT. THE MiNiMUM NET CLEAR OPENING HEIGHT DIMENSION SHALL DE 24",
MINIMUM NET CLEAR OPENING WIDTH OF 20" AND A FINISHED SiLL HEIGHT NOT MORE THAN 44" A13OVE THE FLOOR. iRC SEC R310.
7. ENERGY:
-ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION SHALL CONFORM TO iRC REQUIREMENTS AND THE WASHiNGTON STATE ENERGY CODE, LATEST EDITION. VERIFY
ALL CONDITIONS BEFORE PROCEEDING WiTH WORK.
-APPLICATION AND INSTALLATIONS OF INSULATION AND VAPOR DARRiERS SHALL COMPLY WiTH STATE OF WASHiNGTON THERMAL INSULATION STANDARDS.
-BUILDING AiR LEAKAGE TESTING, PER SEC 402.4.15 REQUIRED PRIOR TO FINAL INSPECTION. THE TEST RESULTS SHALL DE POSTED ON THE RESIDENTIAL ENERGY
COMPLIANCE CERTIFICATE.
-EACH DWELLING UNiT 15 TO HAVE ONE PROGRAMMADLE THERMOSTAT FOR REGULATION OF TEMPERATURE PER SEC 403.1.
-A SIGNED AFFADAViT DOCUMENTING THE DUCT LEAKAGE TEST RESULTS SHALL BE PROVIDED TO THE BUILDING INSPECTOR PRIOR TO AN APPROVED FINAL INSPECTION.
-DUCT LEAKAGE TEST RESULTS SHALL 5E PROVIDED TO THE BUiLPING INSPECTOR AND HOMEOWNER PRIOR TO AN APPROVED FINAL INSPECTION.
-MiNiMUM 90% OF PERMANENTLY INSTALLED LAMPS iN LIGHTING FIXTURES SHALL DE HiGH EFFICACY LAMPS PER SEC 404.1.
-WHERE THE PRIMARY HEATING SYSTEM 15 A FORCED-AiR FURNACE, AT LEAST ONE THERMOSTAT PER DWELLING UNiT SHALL DE CAPADLE OF CONTROLLING THE
HEATING AND COOLING SYSTEM ON A DAiLY SCHEDULE TO MAINTAIN DIFFERENT TEMPERATURE SET POINTS AT DIFFERENT TIMES OF THE DAY. THE THERMOSTAT SHALL
ALLOW FOR, AT A MiNiMUM, A 5-2 PROGRAMMADLE SCHEDULE (WEEKDAYS/WEEKENDS) AND DE CAPADLE OF PROVIDING AT LEAST TWO PROGRAMMADLE SETBACKS
PER DAY.
8.STAIRS:
-MiNiMUM HEADROOM 6-8"; MiNiMUM TREAD 10"; MAXIMUM RISER 7 3/4"
-HANDRAIL: REQUIRED AT ALL STAIRS WiTH MORE THAN 4 RISERS PER 1RC 311.7.8. MINIMUM 34" AND MAXIMUM 38" ADOVE TREAD NOSING. OPEN SIDES OF STAIRS
MORE THAN 30" ABOVE ADJACENT FLOOR SHALL HAVE HANDRAi1_5 AND GUARDRAILS. HANDRAIL TO DE 1 1/4"-2" CROSS SECTIONAL DIMENSION AND 1 1/2" AWAY FROM
WALL.
-GUARDRAIL: SHALL 5E MiN 36" iN HEIGHT WHERE ADJACENT SURFACE OR GRADE 15 30" OR. MORE 5ELOW. RAILINGS SHALL BE SPACED TO NOT ALLOW THE PA55AGE
OF A 4-3/8" SPHERE PER iRC 312.1.
-INSTALL FiRE DLOCKiNG AT MiD-STRINGER SPAN AND AT WALL ALIGN STRINGER.
-COVER WALLS AND SOFFITS OF U5ADLE SPACE UNDER STAIR WiTH 5/8" TYPE "X" GYPSUM WALLBOARD.
9. INSULATION:
-INSULATION TO MEET THE CURRENT WASHINGTON STATE ENERGY CODE REQ'T5 FOR TABLE R402.1.1, TABLE R402.1.3 AND SECTION R402. REFER TO PRESCRIPTIVE
TABLE ON SHEET 01.
-EXISTING WALL AND FLOOR CAVITIES EXPOSED DURING CONSTRUCTION FOUND UNiNSULATED, OR WiTH DAMAGED INSULATION (DISCOLORED, WET, DAMAGED,
OR DETERIORATED) SHALL BE FILLED WiTH R-151NSULATiON AT 2X4 FRAMING AND WiTH R-21 INSULATION AT 2X6 FRAMING. REF SEC R503.1.1-EXCEPTION 2..
-WALLS TO DE iN5ULATED WiTH MiNiMUM R-21 INSULATION. DELOW GRADE WALLS TO DE INSULATED WiTH MiNiMUM R-21 INSULATION, ALLOW FOR THERMAL BREAK
BETWEEN FLOOR SLAU AND BASEMENT WALL UNLESS NOTED OTHERWISE.
-ROOF AND CEILING INSULATED WiTH R-49 BLOWN-iN AT FLAT CEILINGS AND R-38 H.D. SATT AT VAULTED AREAS UNLESS NOTED OTHERWISE.
-ROOF: ALLOW FOR A MiNiMUM 1" CLEAR BETWEEN TOP OF INSULATION AND DOTTOM OF SHEATHING FOR VENTING UNLESS NOTED OTHERWISE.
-VENTING 15 REQUIRED iN EACH JOiST SPACE. WHERE CONTINUOUS VENTING WiTH A JOIST SPACE 15 iNTERRUPTED 5Y A HEADER (FOR EXAMPLE AT A SKYLIGHT OR HiP),
PROVIDE (2)1 1/2" VENTING HOLES AT THE TOP OF THE RAFTER AT THE HEADER TO ALLOW FOR CONTINUOUS THRU-VENTING INTO THE NEXT J015T SPACE UNLESS NOTED
OTHERWISE.
-FLOORS: INSULATED WiTH R-30 SATT INSULATION OVER UNHEATED SPACE UNLESS NOTED OTHERWISE.
-SLAD-ON-GRADE: PROVIDE EXTRUDED RIGiD CLOSED CELL R-10 INSULATION. INSULATION TO PROVIDE THERMAL BREAK DETWEEN SLAD AND FOOTING AND RUN FROM
THE TOP OF THE SLAB TO THE BOTTOM OF THE FOOTING. INSULATION MAY 5E INTERRUPTED FOR 6" EVERY 2'-0" TO ALLOW FOR DOWELING TO TiE SLAD AND FOOTING
TOGETHER. UNLE55 NOTED OTHERWISE.
10. GARAGE SEPARATION:
-REQUIRES 1/2" GWB ON THE GARAGE SiPE. 5/8" TYPE'X' GWD WHERE THERE 15 LiViNG SPACE ABOVE. SUPPORTING COLUMNS, WALLS AND REAMS USE 1/2" GWD PER
1RC R302.6
-OPENINGS INTO A GARAGE: OPENINGS INTO A GARAGE SHALL HAVE A SOLID WOOD OR HONEYCOMD-CORE STEEL DOOR NOT LESS THAN 1-3/8" THICK, OR 20-MINUTE
FiRE RATING. DOORS SHALL BE EQUIPPED WiTH A SELF -CLOSING DEVICE PER iRC R302.5.1.
11. VAPOR BARRIERS:
-AN APPROVED VAPOR BARRiER SHALL DE INSTALLED AT EXTERIOR WALLS AND AT ALL ROOF DECKS, DELOW ENCLOSED JOIST SPACES WHERE CEILING FINISHES ARE
DIRECTLY INSTALLED TO JOISTS, AND ANY OTHER WALL OR CEILING SURFACES WHICH RECEIVE INSULATION. THiS VAPOR BARRiER MAY DE A COMPONENT OF THE
INSULATION MATERIAL. APPLICATION AND INSTALLATIONS OF INSULATION AND VAPOR BARRIERS SHALL COMPLY WiTH STATE OF WASHiNGTON THERMAL INSULATION
STANDARDS.
12. FIRE SAFETY:
-SMOKE ALAKM5/DETECTORS (S.D.): SMOKE ALARMS/DETECTORS SHALL DE INSTALLED iN ALL SLEEPING ROOMS, iN THE AREA OUTSIDE THE SLEEPING ROOM AND iN
OTHER LOCATIONS PER iRC R314. POWER SOURCE AND INTERCONNECTION PER 1RC.
-CARBON MONOXIDE DETECTORS (C.M.D.): SHALL HAVE AN APPROVED CAR50N MONOXIDE ALARM INSTALLED OUTSIDE OF EACH SLEEPING AREA iN DWELLING UNITS AND
IN EACH LEVEL iN ACCORDANCE WiTH THE MANUFACTURER'S REQUIREMENTS PER 1RC315. SINGLE STATION CARBON MONOXIDE ALARMS SHALL BE LISTED AS COMPLYING
WiTH UL2034 AND SHALL DE INSTALLED 1N ACCORDANCE WiTH THiS CODE, NFPA 720-2012 AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.
-CARBON MONOXIDE DETECTION SYSTEMS PER 1RC 315.2 THAT INCLUDE CARBON MONOXIDE DETECTORS AND AUDIBLE NOTIFICATION APPLIANCES, INSTALLED AND
MAINTAINED 1N ACCORDANCE WiTH THiS SECTION FOR CARBON MONOXIDE ALARMS AND NFPA 720-2012, SHALL 5E PERMITTED. THE CARBON MONOXIDE DETECTORS
SHALL BE LISTED AS COMPLYING WiTH UL 2075. WHERE A HOUSEHOLD CARBON MONOXIDE DETECTION SYSTEM 15 INSTALLED, iT SHALL BECOME A PERMANENT FIXTURE
OF THE OCCUPANCY.
13. CERTIFICATE & TESTING
- A PERMANENT CERTIFICATE SHALL BE COMPLETED AND POSTED ON OR WiTHiN THREE FEET OF THE ELECTRICAL PISTRiDUT10N PANEL BY THE BUILDER OR REGISTERED
DESIGN PROFESSIONAL. THE CERTIFICATE SHALL BE COMPLETED BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL AND SHALL NOT COVER OR OBSTRUCT THE
V15113iLiTY OF THE CiRCUiT DIRECTORY LABEL, SERVICE DISCONNECT LABEL, OR. OTHER REQUIRED LABELS. THE CERTIFICATE SHALL LiST THE PREDOMINANT R-VALUES OF
INSULATION INSTALLED iN OR ON CEILING/ROOF WALLS, FOUNDATION (SLAB, BELOW -GRADE WALL, AND/OR FLOOR) AND DUCTS OUTSIDE CONDITIONED SPACES; U-
FACTORS FOR FENESTRATION AND THE RESULTS FROM ANY REQUIRED DUCT SYSTEM AND BUILDING ENVELOPE AiR LEAKAGE TESTING DONE ON THE BUILDING. WHERE
THERE 15 MORE THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATE SHALL LiST THE VALUE COVERING THE LARGEST AREA. THE CERTRiF1CATE SHALL LiST THE
TYPES OF EFFICIENCIES OF HEATING, COOLING, AND SERVICE WATER HEATING EQUIPMENT.
- THE BUILDING OR DWELLING UNiT SHALL BE TESTED AND VERIFIED AS HAVING AN AiR LEAKAGE RATE OF NOT EXCEEDING 5 AiR CHANGES PER HOUR. TESTING SHALL DE
CONDUCTED WiTH A BLOWER DOOR AT A PRESSURE OF 0.2 INCHES W.G. (50 PASCALS). WHERE REQUIRED BY THE CODE OFFICIAL, TESTING SHALL BE CONDUCTED BY AN
APPROVED THIRD PARTY. A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE
OFFICIAL. TESTING SHALL DE PERFORMED AT ANY TiME AFTER CREATION OF ALL PENETRATIONS OF THE DUiLPING THERMAL ENVELOPE.
14. LIGHTING EQUIPMENT
- NOT LE55 THAN 90 PERCENT OF LAMPS iN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HiGH-EFFICACY LAMPS
-F
City
Of Edmonds
Building Department
Work
REMODEL
Address
23910 74TH AVE W
---------------------------------------------------------
Owner
- --------------------------------------------------------------
BRYANT
Approved Date
-------------------------------------
12/05/2023
Building Official D
W.
Permit Number
BLD2023-1491
REVISIONS
DATE - PAGES - CHANGES
REV1
REV2
REV3
REV4
REV5
PROJECT OWNER:
ANTONiA AND DANiEL BRYANT
23910 74TH AVE W
EDMONDS WA 98026
PROJECT ARCHITECT:
HEiDi HELGE50N
PROJECT DESIGNER:
SARAH THOMPSON
H2D ARCHITECTURE + DESIGN
23020 EDMONDS WAY, #113
EDMONDS, WA 96020
206-542-3734
STRUCTURAL ENGINEER:
DIRK ROGSTAD
CG ENGINEERS
250 4TH AVE 5, SUITE 200
EDMONDS, WA, 98020
425-778-8500
PROJECT DESCRIPTION:
KITCHEN AND PRIMARY 5ATHROOM
REMODEL, INTERIOR ONLY
PROJECT ADDRESS:
23910 74TH AVE W
TAX LOT NUMBER:
488800600601
LEGAL DESCRIPTION:
LAKE BALLiNGER LAND CO SUDPIV 1 BLK 006
D-01-N 1/2 LOT 6 LESS E 5FT TO CiTY EDM REC
VOL 1832 PG 1591 AF NO 8403060200
LAND USE CODE COMPLIANCE STATISTICS
ZONE: F\S-g
REQ'D SETBACKS: STREET SETBACK: 25'
REAR SETBACK: 15'
SiDE SETBACK: 7.5'
*NO CHANGE PROPOSED
PARKING: 2 EXISTING PARKING SPACES TO REMAIN
SUiLPING HEIGHT DU1LPING HEIGHT LIMIT = 25'
INFORMATION: **NO CHANGE PROPOSED
*REFER TO 02 SHEET FOR ADDITIONAL LAND USE CODE COMPLIANCE STATISTICS
ENERGY CREDIT INFORMATION
NOT APPLiCADLE FOR INTERIOR REMODEL - NO NEW CONDITIONED SPACE PROPOSED
PRESCRIPTIVE REQUIREMENTS- ALL CLIMATE ZONES
LOCATION
R-VALUE
U-FACTOR
FENESTRATION U-FACTOR
N/A
0.30
SKYLIGHT U-FACTOR
N/A
0.50
GLAZED FENESTRATION SHGC
N/A
N/A
CEILING
49
0.026
WOOD FRAME WALL
21 iNT
0.056
MASS WALL R-VALUE
21/21
0.056
FLOOR
30
0.029
BELOW GRADE WALL
10/15/21 iNT + 5T13
0.042
SLAB R-VALUE AND DEPTH
10, 2 FT
N/A
SHEET INDEX
01 PROJECT INFORMATION, VICINITY MAP, GENERAL NOTES, AS -BUILT PLANS
02 SiTE PLAN, LAND USE CODE STATISTICS
A1.0 PARTIAL MAiN FLOOR DEMOLITION PLAN
A1.1 PARTIAL MAiN FLOOR PLAN, WINDOW AND DOOR SCHEDULES
A1.2 PARTIAL UPPER FLOOR PLAN
A1.3 PARTIAL ROOF PLAN
A2.0 EXTERIOR ELEVATION, PARTIAL 13UiLPING SECTION, PARTIAL TYP WALL SECTION
A5.0 TYP. DETAILS
51.1 STRUCTURAL NOTES, ROOF FRAMING PLAN, AND DETAILS
236TH T
2 OTH ST W
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9716 REGISTERED
ARCHITECT
/Pl.�
HEIDI MICHELLE HELGESON
STATE OF WASHINGTON
H 2 D
ARCH ITECT U R E
D E S+ I G N
23020 EDMONDS WAY, #113
EDMONDS, WA 98020
P.206.542.3734
www.h2darchitects.com
DATE: 11 /20/2023
PERMIT SET
PROJECT INFORMATION,
VICINITY MAP, GENERAL
NOTES, AS -BUILT PLANS
RECEIVED
Nov 28 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
01
LAND USE CODE COMPLIANCE STATISTICS
ZONE:
R S-0
PL = 195.66'+/-
---- wo-----------------.-.-.-.-.-.----.-.-.-.-.-.----.-.-----------.-.-.-.-.-.-.-.-.-.-.-.-------,
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EXISTING CONFIRM iN FIELD
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INTERIOR REMODEL OF EX15TiNG RESIDENCE
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REQ'D
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REMAIN S S
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PL = 185.99'+/-
SITE PLAN
SCALE: V =10'
SiTE PLAN NOTES:
1. ALL UTILITIES TO 6E LOCATED AND VERIFIED PRIOR TO ANY GROUND PISTURDANCE.
**NO GROUND D15TURDANCE PROP05ED iN PROJECT SCOPE.**
EXISTING LOT AREA: 29349 5F+/-
LOT COVERAGE:
ALLOWED LOT COVERAGE: 29349 5F X 35% = 10272.2 5F+/-
EX15TING STRUCTURES TO REMAIN
*NO NEW LOT COVERAGE OR NEW IMPERVIOUS
SURFACES PROPOSED
**NO GROUND P15TURDANCE PROP05ED
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9716 REGISTERED
ARCHITECT
GST
DIMICHELLE HELGESON
ATE OF WASHINGTON
H 2 D
A R C H I T E C T U R E
D E S I G N
23020 EDMONDS WAY, #113
EDMONDS, WA 98020
P. 206 . 542 . 3 7 34
www.h2darchitects.com
DATE: 11 /20/2023
PERMIT SET
SITE PLAN, LAND USE CODE
STATISTICS
RECEIVED
Nov 28 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
02
DEMO TiLE AND
PLUMBING
FIXTURES TO BE
REPLACE
DEMO FLOOR TiLE
AND BASE TO BE
REPLACED
DEMO FINISHES
AND FIXTURES 9
EXISTING
BATHROOM
t
i �--------- III
II
All I II I I
II
DEMO EX
EXHAUST VENT
DUCTING
DEMO TILE 9 F.P.
SURROUND,
PREP FOR
REPLACEMENT
III
EXISTING BEAM
ABOVE TO
III
REMAIN
�I
DEMO EXISTING
BUILT-INS
III
I
II
DEMO EXISTING
WINDOW, PREP
FOR WALL iNFiLL
DEMO WINDOW & EXISTING
SKYWALL, PREP FOR
REPLACEMENT & ROOF iNFiLL
PARTIAL MAIN FLOOR DEMOLITION PLAN
SCALE:1/4" = T-O"
0 EXISTING WALLS
r - 'i DEMO WALLS
L _ J
NOTES:
1. VERIFY SALVAGE ITEMS WiTH OWNER PRIOR TO DEMOLITION.
2. ALL SHORING TO BE THE RESPONS1131LiTY OF THE BUILDER.
CONTACT THE STRUCTURAL ENGINEER WiTH QUESTIONS.
EXISTING FLOOR
LiNE ABOVE TO
KEMAiN
'o-
\� to � \
-�"- V-17
\
IF
-111 1
o ;III 1
L -j
II - DEMO FINISHES
II AND FIXTURES 9 �
III EXISTING II
II KITCHEN
a
,
,
EXISTING FIREPLACE AND
\\ FINISHES TO REMAIN -
\ I
\ \\ \ EXISTING BEAM
\ \\ ABOVE TO
\\ REMAIN
\\ I
DEMO
HARDWOOD AT
LiViNG AND
PINiNG, PREP
FOR
REPLACEMENT,
REFER TO PLAN
WIDEN OPENING
PER PLAN
ir or ON
� -
DEMO WINDOW & EXiSTiNG
SKYWALL, PREP FOR
REPLACEMENT & ROOF iNFiLL
PARTIAL UPPER FLOOR DEMOLITION
SCALE:1/4" = P-0"
0 EXISTING WALLS
r - -1 DEMO WALLS
L _ J
NOTES:
1. VERIFY SALVAGE ITEMS WiTH OWNER PRIOR TO DEMOLITION.
2. ALL SHORING TO BE THE RESPONSIBILITY OF THE BUILDER.
CONTACT THE STRUCTURAL ENGINEER WiTH QUESTIONS.
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9716 REGISTERED
ARCHITECT
xlw Gpl.
HEIDI MICHELLE HELGESON
STATE OF WASHINGTON
H 2 D
A R C H IT E C T U R E
D E S I G N
23020 EDMONDS WAY, #113
EDMONDS, WA 98020
P.206.542.3734
www.h2darchitects.com
DATE: 11/20/2023
PERMIT SET
MAIN FLOOR DEMOLITION
PLAN
RECEIVED
Nov 28 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
A1.0
INSTALL 110 CFM
BATH FAN, VENT TO
OUTSIDE TYP
EXISTING WINDOWS
P. BEDROOM
NEW CARPET
EXISTING EXISTING WINDOWS
WINDOWS
& DOOR
P. CLOSET
NEW CARPET
EX
P. BATH
71 u� NEW TiLE
EX BEAM
❑F EX ABOVE
P.
P. ENTRY
NEW CARPET
EX
S.D
tall ILL
'-' '� 7-
S&P
(s)
P. CLO.
�
-
CARPET
=
NEWQ
81-0" '1 J
�9 3/4"
HiGH
WALL
01
DEMO CLERESTO Y
WINDOWS, iNFiLL VVALL
TYP (SEE PET. 2/ 2.0
2
A2.0
PARTIAL MAIN FLOOR PLAN
I
MAKE
i UP
LINEN/
STOR.
WINDOW SCHEDULE
ID
ROUGH OPENING *SEE NOTE 1
ROUGH HEAD
FROM SUBFLR.
TYPE
OPER
AREA
(SF)
NOTES
U-VAL
WIDTH
HEIGHT
MAiN FLOOR
01 6'-1" 2'-10" 74' A I P 20.20 1 VER FiT iN EX. R.O. 0.30
02
10'-0"
4'-0"
74'
A
P
45.00
VER FIT ]N EX. R.O.
0.30
TOTAL EXTERIOR WiNDOW AREA: 65.20
NFRC 100 LABELED AND CERTIFIED BY THE MANUFACTURER
MANUFACTURER: VERIFY TO MATCH EXISTING
SERIES: VERIFY TO MATCH EXISTING
GENERAL WiNPOW NOTES:
1. ADD 1/2" TO THE BOTTOM OF THE ROUGH OPENING, UNLESS NOTED OTHERWISE FOR INSTALLATION OF BEVEL SiLL
1. VERIFY ROUGH OPENING SIZES WiTH SELECTED MANUFACTURER REQUIREMENTS
2. SEE ELEVATIONS FOR CONFIGURATION
3. VERIFY ALL SIZES AND ROUGH OPENINGS PRIOR TO CONSTRUCTION
4. VERIFY EXISTING ROUGH OPENINGS WHERE WINDOWS ARE BEING REPLACED iN THE EXISTING OPENINGS PRIOR TO
ORDERING THE WINDOWS
5. CONTACT ARCHITECT IMMEDIATELY WiTH QUESTIONS
6. TRANSLUCENT GLASS TO BE SATIN ETCH. PROVIDE GLASS SAMPLE TO OWNER/ARCH FOR APPROVAL PRIOR TO
ORDERING
7. ALL WINDOWS IN SHOWERS TO BE VINYL, FIBERGLASS OR RATED FOR USE iN WET LOCATION. VERIFY CONFIGURATION
OF SHOWER WINDOWS WiTH OWNER PRIOR TO ORDERING.
WiNPOW TYPE:
NOTE:
1. REFER TO SCHEDULE FOR ALL DIMENSIONS UNLE55 NOTED OTHERWISE.
2. REFER TO ADDITIONAL GENERAL WiNDOW NOTES ABOVE UNLESS NOTED OTHERWISE.
LN Y
�vr POWDER
(EX) TiLE
EXISTING EX
WINDOWS
ENTRY
(EX) WOOD
\ EX FLOOR \
UP `\\ LiNE A13OVE��
/-- POT FILLER
HALL
EX (EX) WOOD
MAiL ZONE/
CHARGING
- - - -STATION
*SEX BEAM
i
i
i
i
EX F.P.
i (NEW TiLE
SURROUND &
HEARTH)
SITTING
(EX) WOOD
/4/-COFFfE 3
BAR �.
KZK
a I KITCHEN
I (EX) WOOD �\
II r------- ,
I 1 30" STM: r-----
OVEN ' 36"
I
; RNGE
=
-- ---;
1'-1" r l l ]ISLAND ;
;OVEN
I
Y I ir ----- I — --J--� -----
3 6---
���---- X 4'-0"
I I I
_ z
CV
II
DISHES
i ----- i +
0
4'-0" I
SEATING
I I i BEV
24"
TYP. ; REF! ��/
;� DW
EXISTING WINDOWS &DOOR 45" SINK I X I
II''
�E�l
XISTiNG RO
OVERHANG, TYP. 02
DEMO SKYWALL AND iNF]LL
NEW ROOF FRAMING & —
ROOFING TO MATCH EXISTING GLA55 HOLDER 1
iN CAB'T DOOR A2.0
PARTIAL A
A2.0
SCALE:1/4" = 1'-0"
0 EXISTING WALLS
® NEW WALLS
NOTES:
1. ALL DIMENSIONS ARE GIVEN TO THE FACE OF STUD UNO.
2. ALL DOOR AND WiNDOW DIMENSIONS ON THiS PLAN ARE TO CENTERLINE OF ROUGH OPENING U.N.O.; REFER TO SCHEDULES
& MANUFACTURER INSTALLATION REQUIREMENTS FOR ROUGH OPENING SiZE.
3. SEE ATTACHED WSEC FORMS AND ENERGY REQUIREMENTS ON 01 FOR ENERGY CODE COMPLIANCE INFORMATION.
4. INSTALL SMOKE DETECTORS (S.D.) AT LOCATIONS SHOWN. HARDWIRE AND INTERCONNECT DETECTORS TO POWER
SUPPLY AND PROVIDE BATTERY BACKUP AS REQUIRED.
5. INSTALL CARBON MONOXIDE ALARMS (C.M.D.) OUTSIDE EACH SEPARATE SLEEPING AREA iN THE IMMEDIATE VICINITY OF
THE BEDROOMS. THE ALARM SHALL BE LISTED AS COMPLYING WiTH UL 2034 AND SHALL BE INSTALLED iN ACCORDANCE
WiTH iRC R315.3 AND THE MANUFACTURER'S iNSTALLATiON INSTRUCTIONS. HARDWIRE AND INTERCONNECT DETECTORS TO
POWER SUPPLY AND PROVIDE BATTERY BACKUP AS REQUIRED.
6. SMOKE DETECTORS (S.D.) AND CARBON MONOXIDE ALARMS (C.M.D.) TO BE INSTALLED 3'-0" MiNiMUM FROM BATHROOM
DOORS.
7. ALL GAS FIREPLACE HEATERS RATED TO ANSI Z21.88 SHALL BE LISTED AND LABELED WiTH A FIREPLACE EFFICIENCY
(FE) RATING OF 50 PERCENT OR GREATER iN ACCORDANCE WiTH CSA P.4.1. VENTED GAS FIREPLACES (DECORATIVE
APPLIANCES) CERTIFIED TO ANSI Z21.50 SHALL BE LISTED AND LABELED, INCLUDING THEIR FE RATINGS, IN ACCORDANCE
WiTH CSA P.4.1.
CLO
BEDROOM
(EX)
i
EX FLOOR
LINE ABOVE
EX BEAM
ABOVE
LIVING
(N) WOOD
OPEN
SHELVES
POT FILLER
INSTALL RANGE HOOD; HOODSbVER
J�400 CFM REQUIRE MAKE UP A]R.
MAKE UP AiR TO BE iNTERLOCKED�
WiTH FAN OPERATION AT A RATE
APPROXIMATELY EQUAL TO THE
0
EXHAUST AiR RATE PER M1506.3.
_ W �
w w
Ito
DINING
(N) WOOD
NEW WD FLOORING TO
y MATCH EX 9 KiTCHEN
OPEN SHELVES & UPPER
CAB'S (BOTH SIDES OF SiNK)
J
N
A
OPERABILITY KEY
A =
AWNING
C =
CASEMENT
H.S.
= HORIZONTAL SLIDER
P =
PICTURE
S.H.
= SINGLE HUNG
H =
HOPPER
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9716 REGISTERED
ARCHITECT
HEIDI MICHELLE HELGESON
STATE OF WASHINGTON
H 2 D
A R C H IT E C T U R E
D E S+ I G N
23020 EDMONDS WAY, #113
EDMONDS, WA 98020
P.206.542.3734
www.h2darchitects.com
DATE: 11/20/2023
PERMIT SET
PARTIAL MAIN FLOOR PLAN,
WINDOW AND DOOR
SCHEDULES
RECEIVED
Nov 28 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
A1.1
la
PARTIAL UPPER FLOOR PLAN
SCALE:1/4" = T-0"
0 EXISTING WALLS
® NEW WALLS
NOTES:
1. ALL DIMENSIONS ARE GIVEN TO THE FACE OF STUD UNO.
2. ALL DOOR AND WINDOW DIMENSIONS ON THiS PLAN ARE TO CENTERLINE OF ROUGH OPENING U.N.O.; REFER TO SCHEDULES
& MANUFACTURER INSTALLATION REQUiREMENTS FOR ROUGH OPENING SiZE.
3. SEE ATTACHED WSEC FORMS AND ENERGY REQUIREMENTS ON 01 FOR ENERGY CODE COMPLIANCE iNFORMATiON.
4. INSTALL SMOKE DETECTORS (S.D.) AT LOCATIONS SHOWN. HARDWIRE AND INTERCONNECT DETECTORS TO POWER
SUPPLY AND PROVIDE BATTERY BACKUP AS REQUIRED.
5. INSTALL CARBON MONOXIDE ALARMS (C.M.D.) OUTSIDE EACH SEPARATE SLEEPING AREA iN THE IMMEDIATE VICINITY OF
THE BEDROOMS. THE ALARM SHALL BE LISTED AS COMPLYING WiTH UL 2034 AND SHALL BE INSTALLED iN ACCORDANCE
WiTH iRC R315.3 AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. HARDWIRE AND INTERCONNECT DETECTORS TO
POWER SUPPLY AND PROVIDE BATTERY BACKUP AS REQUIRED.
6. SMOKE DETECTORS (S.D.) AND CARBON MONOXIDE ALARMS (C.M.D.) TO BE INSTALLED 3'-0" MiNiMUM FROM BATHROOM
DOORS.
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XL
716 REGISTERED
'/ ARCHITECT
HEIDI MICHELLE HELGESON
STATE OF WASHINGTON
H 2 D
A R C H IT E C T U R E
D E S I G N
23020 EDMONDS WAY, #113
EDMONDS, WA 98020
P.206.542.3734
www.h2darchitects.com
DATE: 11/20/2023
PERMIT SET
PARTIAL UPPER FLOOR PLAN
RECEIVED
Nov 28 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
A1.2
I
PARTIAL ROOF PLAN
SCALE:1/4" = P-0"
0 EXISTING ROOF
_ NEW ROOF
NOTES:
1. INSTALL ROOF VENTING AS NOTED ON SECTIONS.
2. INSTALL FLASHING PER ROOFING MANUFACTURER REQUIREMENTS.
3. FLASHING AT ALL ROOF PENETRATIONS TO BE iNSTALLEP PER ROOFING MANUFACTURER'S INSTALLATION REQUIREMENTS.
4. INSTALL ALL ROOFING PER SELECTED ROOFING MANUFACTURER'S INSTALLATION REQUIREMENTS, TYP.
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716 REGISTERED
'/ ARCHITECT
HEIDI MICHELLE HELGESON
STATE OF WASHINGTON
H 2 D
A R C H IT E C T U R E
D E S I G N
23020 EDMONDS WAY, #113
EDMONDS, WA 98020
P.206.542.3734
www.h2darchitects.com
DATE: 11/20/2023
PERMIT SET
ROOF PLAN
RECEIVED
Nov 28 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Al .3
INSTALL NEW GUTTER 9 AREA OF iNFiLL,
TiE INTO EXISTING, TYP
iNFiLL ROOF AT AREA OF EXISTING
SKYWALL, REFER TO PLAN
SOUTH ELEVATION
SCALE:1/4" = 1' 0''
EA
I
O2
REPLACE
XiSTiNG XiSTiNG XiSTiN-
T
i
NEW KITCHEN RANGE
HOOD EXHAUST VENT
CAP Cad ROOF,
INSTALL PER MFR.
REQUIREMENTS
iNFiLL ROOF AT AREA OF EXISTING
SKYWALL, REFER TO PLAN, BUILDING
SECTION, & WALL SECTION
EXISTING EXISTING EXISTING
L L L
iNFiLL WALL PER WALL SECTION,
INSTALL NEW SiDiNG Cad AREA OF
iNFiLL PER SPEC
[IN-0-CHANGES PROPOSED ON OTHER ELEVATIONS
----------------------------------------------------------------------
TYP NEW ROOF iNFiLL ASSEMBLY
i) 2-1/2" DIAMETER HOLES PER BAY
/ NON -CORROSIVE WiRE INSECT
CREEN
KPOSED & PAINTED 2x RAFTER TAiL
MATCH EX., O.H. DEPTH TO MATCH EX
i
2" T&G SOFFIT TO MATCH EX,
AiNT FiNiSH
ETAL DRiP EDGE, TYP
I
I
I
I
ETAL GUTTER TO MATCH EX,
EE ALSO ROOF PLAN
I
PRE -PRIMED CEDAR FASCIA,
iMS TO MATCH EX, TYP
YP NEW EXTERIOR WALL ASSEMDLY
---------------------------
TYP EAVE ASSEMBLY
1" =1'-O"
I
I
I
-------------
5.
EX UPPER FLOOR EXTERIOR WALL ASSEMBLY TO REMAIN
INSTALL MTL HEADWALL FLASHING (OR VERIFY EX), RUN
UP WALL MiN 8" & INSTALL ROOF -TO -WALL EXHAUST
VENT PER ROOF PLAN & PET. 2/A2.0
TYP NEW ROOF INFILL ASSEMBLY
ASPHALT SHINGLE ROOF TO MATCH EXISTING, TiE INTO EXISTING TYP
iCE AND WATER SHIELD OR UNDERLAYMENT PER ROOFING MFR (T.B.5.)
CDX PLYWOOD ROOF SHEATHING PER STRUCTURAL
ROOF & CEILING FRAMING PER STRUCTURAL
BAFFLE FOR 2" MiN AiR SPACE
R-49 GATT OR BLOWN-iN INSULATION (RIGID iNSUL. AT PERIMETER AS REQ'D)
5/8" GWB
PVA PRIMER & PAINT (PATCH Cad REPAIR EX CLG. FOR SMOOTH CONT. FiNiSH)
NEW HEADER PER STRUCT. W/ R-10 RiGiD
INSULATION, SEE PET.1/A5.0
NEW PICTURE WINDOW PER SCHEDULE ON 5HT. A1.1,
SEE TYP. WINDOW INSTALL DETAILS ON SHT. A5.0
EX UPPER FLOOR ASSEMBLY & STRUCTURAL FRAMING TO REMAIN
(ATTACH NEW FRAMING TO EX PER STRUCTURAL)
TYP NEW EXTERIOR WALL ASSEMBLY
-SiDiNG PER ELEVATION
-HENRY BLUESKiN VP100 BUILDING WRAP OR BETTER
-CDX PLYWD SHEATHING PER STRUCTURAL
-FRAMING PER STRUCTURAL
-R-21 DATT INSULATION
-1/2" GWB
-PVA PRIMER
NEW CASEWORK PER PLANS
EX MAiN FLOOR ASSEMBLY & STRUCTURAL FRAMING TO REMAIN
EX CRIPPLE WALL ASSEMBLY TO REMAIN
EX ROOF EL = 23'-5"+/-
(T.O. EXISTING RIDGE)
EX UPPER FLOOR PLATE EL =17-2 1/4"+/-
(T.O. EXISTING PLATE)
EX UPPER FLOOR EL = 9'-1 1/8"+/-
(T.O. EXISTING SUBFLOOR)
EX MAiN FLOOR PLATE EL = 8'-1 1/8"+/-
(T.O. EXISTING PLATE)
EX MAiN FLOOR EL = 0'-0"+/-
(T.O. EXISTING SUBFLOOR)
ATTACH NEW ROOF FRAMING TO EXISTING HEADER PER STRUCTURAL
TYP NEW VAULTED CEILING/ROOF ASSEMBLY
-ASPHALT SHINGLE ROOF TO MATCH EXISTING, TiE INTO EXISTING TYP
-iCE AND WATER SHIELD OR UNDERLAYMENT PER ROOFING MFR (T.13.5.)
-CDX PLYWOOD SHEATHING PER STRUCTURAL
-FRAMING PER STRUCTURAL
-BAFFLE FOR 1" AIRSPACE MiN (ADJOIN W/ VENTILATION Ca EX ROOF)
-R-38 H.D. GATT OR CLOSED CELL RIGiD INSULATION (VER. DEPTH)
-5/8" GWB
-PVA PRIMER AND PAINT (PATCH Ca REPAIR EX CLG. FOR SMOOTH CONT.
FiNiSH)
EX PLATE HT.
SEE TYP. EAVE ASSEMBLY (SiM.)
VAULTED CLG @ P. BATHROOM
2 1/2" =1'-O"
TYP. NEW EXT. WALL A55EM13LY
NEW HEADER PER STRUCT. W/ R-10 RiGiD
INSULATION, SEE PET.1/A5.0
NEW PICTURE WINDOW PER SCHEDULE
ON SHT. A1.1, SEE TYP. WINDOW
INSTALL DETAILS ON SHT. A5.0
PARTIAL BUILDING SECTION
SCALE:1/4" = 1' 0"
EXISTING WALL FiNiSH. OR
PATCH TO MATCH EXISTING
R-21 GATT INSULATION 9 ALL EXPOSED
2X6 STUD BAYS AND/OR R-15 H.D. GATT
AT ALL EXPOSED 2X4 STUD DAYS.
R-21 RiGiD OR GATT INSULATION Cad
AREAS OF NEW 2X iNFiLL, TYP.
EXISTING WALL FRAMING, OR NEW
2X WOOD STUDS 916" O.C.
(MATCH EX. WALL THICKNESS)
EXISTING EXTERIOR WALL
SHEATHING, OR PATCH TO
MATCH EX. OR PER STRUCTURAL
EXISTING W.R.B., OR PATCH
TO MATCH EXISTING
EXISTING SiDiNG, OR PATCH
TO MATCH EXISTING
TYP. WALL INFILL DETAIL
SCALE: 11/2"= 10''
TYP. EXT. WALL ASSEMBLY
MTL HEADWALL FLASHING -
iCE & WATER SHIELD
1/2" SHINGLE OVERHANG
ROOFING PER PLANS
OVER ROOFING PAPER
DRAINAGE PLANE
1" ��
\N G
5N�
KOOF
1/4" MINIMUM
TOP CHORD
CAULKING
OF ROOF
VENT PER MANUFACTURER
TRUSS
(COR-A-VENT ROOF -TO -WALL VENT)
(BEYOND)
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9716 REGISTERED
ARCHITECT
HEIDI MICHELLE HELGESON
STATE OF WASHINGTON
H 2 D
A R C H I T E CT U R E
+
D E S I G N
23020 EDMONDS WAY, #113
EDMONDS, WA 98020
P.206.542.3734
www.h2darc h i tects.c om
DATE: 11/20/2023
PERMIT SET
EXTERIOR ELEVATION,
PARTIAL BUILDING SECTION,
PARTIAL WALL SECTION
RECEIVED
Nov 28 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
EX CRAWL SPACE
PARTIAL TYP WALL SECTION
SCALE: 1/2" = 1'-0"
ROOF -TO -WALL VENT DETAIL
SCALE: 11/2"= 1-0"
A2.0
iNTER10R
R-10 FOAM 0 HEADER
HEADER PER STRUCTURAL
OR EX15T
1/2" GWE3----- �<
GWB WRAP PER
TYP DETAIL
7/A5.0
WINDOW LiNER---�
WINDOW PER WINDOW
SCHEDULE
EXTERIOR
-TYP EXTERIOR
WALL ASSEMBLY
SELF-ADHESIVE WATERPROOF
MEMBRANE INSTALL PER 4/A5.0
MTL FLASHING OVER WD TRiM
WD TRiM PER TYP DETAIL
6/A5.0
TYP WINDOW HEAD
TYP EXTERIOR WALL
ASSEMBLY
WD TRiM PER TYP
DETAIL 6/A5.0
SELF-ADHESIVE WATERPROOF
MEMBRANE INSTALL PER 4/A5.0
GWB WRAP PER TYP DETAIL
7/A5.0
1/2" GWB
TYP WINDOW JAMB
Illms
SiLL PER TYP DETAIL (VERIFY
W/ CLIENT FiNiSH MATERIAL &
INTEGRATION WiTH COUNTER
AT KITCHEN LOCATION)
2x WD SiLL W/ SLOPE & DRiP
SELF-ADHESIVE WATERPROOF
MEMBRANE, INSTALL PER 4/A5.0
TYP EXTERIOR
WALL ASSEMBLY
INTERIOR EXTERIOR
TYP WINDOW SILL
1" =1,-0"
TYPICAL WINDOW NOTE:
1. INSTALL BACKER ROD AND/OR FOAM INSULATION C�
ANY GAP BETWEEN WINDOW AND ROUGH FRAME, TYP
20 TRiM W/ MITERED
CORNERS TO MATCH
EXISTING, TYP.
WINDOW PER WINDOW
SCHEDULE
PROVIDE SLOPE & DRiP
EDGE @ SiLL TRiM, TYP.
TYP EXT. WN DW TRIM
1" =1,-0"
*VER TO MATCH EXISTING
WINDOW LINER TO
MATCH EXISTING, TYP.
DRYWALL WRAP 0 ALL
SIDES TO MATCH
EXISTING, TYP.
WINDOW PER WINDOW
SCHEDULE
TYP I NT. WN DW TRIM
*VER TO MATCH EXISTING
TAPE WEATHER KES15TiVE
BARRIER
G
INSTALLED
WINDOW
WATERPROOF
AIRTIGHT TAPE
WEATHER RESISTIVE
WINDOW FLASHING
1. CUT THE WRB FLUSH WiTH THE ROUGH OPENING
2. CUT THE WRB AT 45 DEGREE ANGLE TO A POINT
9" UP AND 9" OUT FROM THE UPPER CORNERS OF
THE ROUGH OPENING
3. FOLD UP WRB FLAP AT HEAD AND TEMPORARILY
SECURE WiTH MASKING TAPE 50 THAT iT CAN BE
INSTALLED OVER THE HEADER FLANGE OF THE
WINDOW LATER.
4. FOLD BACK THE OTHER TWO EDGES OF THE WRB
INTO THE ROUGH OPENING AND SECURE BY
STAPLING. TO ENSURE POSITIVE DRAINAGE OF THE
SiLL/PREVENT WATER INTRUSION, ADD A BACK DAM
OR SLOPE SiLL AT THE BOTTOM OF THE R.O.
5. INSTALL SiLL TAPE ON WINDOW SiLL, EXTENDING
iT UP EACH SiDE A MiN OF 4". ACCURATELY PRESS
INTO CORNERS. OVERLAP THE VERTICAL FACE OF
THE WRB APPROXIMATELY MiN 1". TRiM AND
PRESS/STRECH AROUND BOTH CORNERS.
FOLD UP WEATHER
RESISTIVE BARRIER
AND TEMPORARILY
SECURE
EXTERIOR SHEATHING
SiLL PLATE
SiLL TAPE
(WATERPROOF,
AIRTIGHT TAPE)
6. INSTALL FLANGED WINDOW AND FASTEN TO
STRUCTURE PER MFR'S iNSTRUCTIONS.
7. WRB AT TOP FLANGE: UNFOLD WRB AND RUN iT
OVER THE TOP OF FLANGE.
8. FLANGE TAPE: USE FLANGE TAPE TO SEAL
BOTTOM FLANGE TO THE WRB. PRESS FIRMLY TO
AFFIX.
9. TAPE THE 51PE FLANGES TO THE WRB.
10. TAPE THE WRB TO THE TOP FLANGE
11. TAPE THE DIAGONAL CUTS IN THE WRB ABOVE
THE WINDOW HEAD.
*NOTE: MAKE SURE TAPING 15 DONE FROM BOTTOM
TO TOP 50 THAT ALL TAPE JOINTS ARE PROPERLY
SHiPLAPPED.
TYP WINDOW FLASHING DTL
N.T.S.
DOOR, WHERE OCCURS
CL
TiLE FLOORING
SCHLUTER TRANSITION
STRIP, ALUMINUM
CARPET
5UBFLOOR
TYP TILE TO CRPT TRANSITION
1-1/2" =1'-0"
OR APPROVED EQUAL
TYP WALL ASSEMBLY
1/2"X WOOD BASE
TO MATCH EXISTING,
PAINTED
FiNiSH FLOORING
TYP WD BASE DTL
9 3/4" =1'-0" *VER TO MATCH EXiSTiNG O
WATERPROOF
AIRTIGHT TAPE
FOR SEALING
AROUND DOORS /
O
DOOR FLASHING
1. CUT THE WRB FLUSH AT THE DOOR R.O. /
2. AT THE DOOR R.O. HEAD, CUT THE WRB AT 45 DEGREE
ANGLE TO A POINT 9" UP AND 9" OUT FROM THE UPPER
CORNERS OF THE ROUGH OPENING
3. FOLD UP WRB FLAP AT HEAD AND TEMPORARILY SECURE
WiTH MASKING TAPE 50 THAT iT CAN BE INSTALLED OVER
THE HEADER FLANGE OF THE WINDOW LATER.
4. FOLD BACK THE OTHER TWO EDGES OF THE WRB INTO THE
ROUGH OPENING AND SECURE WiTH AIRTIGHT TAPE. ADD A
BACK DAM OR SLOPE SiLL AT THE BOTTOM OF THE R.O.
5. INSTALL WATERPROOF AIRTIGHT TAPE ON SiLL AND INTO
FULL DEPTH OF ROUGH OPENING, EXTENDING iT UP EACH
SiDE A MiN OF 6". ACCURATELY PRE55 INTO CORNERS.
OVERLAP THE VERTICAL FACE OF THE WRB APPROXIMATELY
MiN 3". TRiM AND PRE55/STRECH AROUND BOTH CORNERS.
FATHER -RESISTIVE
TEMPORARILY
WEATHER -RESISTIVE
WRAP INTO OPENING
WATERPROOF
AIRTIGHT TAPE
LEDGER FLASHING
SEAL TOP OF JOISTS
UNDER DECKING
6. INSTALL WP AIRTIGHT TAPE ON THE JAMB AND
INTO THE FULL INTERIOR DEPTH OF THE ROUGH
OPENING OVERLAPPING THE WRB.
7. INSTALL WP AIRTIGHT TAPE TO THE HEAD
8. TAPE THE DIAGONAL CUTS iN THE WRB ABOVE
THE DOOR HEAD.
*NOTE: MAKE SURE TAPING 15 DONE FROM BOTTOM
TO TOP 50 THAT ALL TAPE JOINTS ARE PROPERLY
SHiPLAPPED.
TYP DOOR FLASHING DTL @EXTERIOR
N.T.S.
OR APPROVED EQUAL
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DOOR, WHERE OCCURS DOOR, WHERE OCCURS
FiNiSH WOOD FLOORING FiNiSH WOOD FLOORING
SCHLUTER TRANSITION SCHLUTER SCHIENE
TRANSITION STRIP,
ALUMINUM
CARPET TiLE FLOORING
SUBFLOOR �SUBFLOOR
IT-STRiP, ALUMINUM
TYP WD TO CRPT TRANSITION
1-1/2" =1'-0"
I
TYP WD TO TILE TRANSITION
1-1/2" =1'-O"
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9716 REGISTERED
ARCHITECT
HEIDI MICHELLE HELGESON
STATE OF WASHINGTON
H 2 D
A R C H I T E C T U R E
D E S I G N
23020 EDMONDS WAY, #113
EDMONDS, WA 98020
P.206.542.3734
www.h2darchitects.com
DATE: 11/20/2023
PERMIT SET
TYP. DETAILS
RECEIVED
Nov 28 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
A5.0
STRUCTURAL NOTES
(THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS)
CODE
ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS,
SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION. SPECIFICATIONS AND STANDARDS
WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION.
DESIGN LOADS
DEAD LOADS:
ROOF 15 PSF
LIVE LOADS:
ROOF (SNOW LOAD) 25 PSF
STATEMENT OF SPECIAL INSPECTIONS
SPECIAL INSPECTIONS ARE NOT REQUIRED.
STRUCTURAL OBSERVATION OF THE STRUCTURAL SYSTEM BY THE ENGINEER IS NOT REQUIRED.
LUMBER
ALL GRADES SPECIFIED ARE MINIMUM GRADES REQUIRED. ALL LUMBER SHALL BE IN ACCORDANCE WITH WWPA
GRADING RULES, KILN -DRIED TO MC 19 AND OF THE FOLLOWING MINIMUM STANDARDS:
SIZE CLASSIFICATION
SPECIES
GRADE
Fb (PSI)
Fc (PSI)
LIGHT FRAMING (STUDS)
HEM -FIR
STUD
675
800
2x JOISTS AND PLANKS
HEM -FIR
#2
850
-
PLATES AND BLOCKING
HEM -FIR
#2
850
-
6x AND LARGER BEAMS AND
STRINGERS
DOUG-FIR
#2
875
-
4x AND SMALLER BEAMS AND
STRINGERS
HEM -FIR
#2
850
-
ALL POSTS AND TIMBERS
DOUG-FIR
#1
1200
1000
REFER TO PLAN NOTES, SCHEDULES, AND DETAILS FOR MORE SPECIFIC LUMBER SIZE AND GRADE REQUIREMENTS.
UNLESS NOTED OTHERWISE IN THE PLANS, ALL WOOD AND WOOD -BASED MEMBERS EXPOSED TO WEATHER OR IN
CONTACT WITH CONCRETE, MASONRY, OR WITHIN 8" OF SOIL SHALL BE PRESERVATIVE -TREATED BY
VACUUM -PRESSURE IMPREGNATION IN ACCORDANCE WITH AWPA STANDARD U1.
NAILS, BOLTS, AND METAL CONNECTORS FOR WOOD
ALL NAILS SHALL CONFORM TO THE STANDARDS SET FORTH BY THE NATIONAL DESIGN STANDARDS (NDS) FOR
WOOD CONSTRUCTION, LATEST EDITION. NAILING NOT SPECIFIED SHALL BE PER IBC TABLE 2304.10.1 NAILING
SCHEDULE. ALL NAILS CALLED OUT ON PLANS SHALL BE COMMON NAILS UNLESS NOTED OTHERWISE AND SHALL
MEET OR EXCEED THE FOLLOWING MINIMUM GUIDELINES:
NAIL
SHANK 0
MIN LENGTH
8d COMMON
0.1310
2 1/2" SHANK
10d COMMON
0.1480
3" SHANK
12d COMMON
0.1480
3 1/4" SHANK
16d COMMON
0.1620
3 1/2" SHANK
10d BOX NAILS MAY BE SUBSTITUTED FOR 8d COMMON NAILS WITH NO CHANGE IN NAIL SPACING. FRAMING
MEMBERS MAY BE NAILED WITH 16d SINKERS (0.148" 0 x 3 1/4"), BUT ONLY 16d COMMON NAILS SHALL BE USED
WHERE 16d NAILS ARE INDICATED IN THIS DRAWING SET. ENGINEER MAY APPROVE OTHER NAILS IF NAIL LABELS
ARE SUBMITTED TO ENGINEER PRIOR TO START OF CONSTRUCTION.
ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS
OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. LEAD HOLES FOR LAG BOLTS SHALL BE BORED FOR THE
SHANK AND THREADED PORTIONS PER NDS 12.1.4.2.
CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, CATALOG
TO BE THE LATEST EDITION, OR ENGINEER APPROVED EQUAL. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE
WITH THE MANUFACTURER'S RECOMMENDATIONS AND WITH THE NUMBER AND SIZE OF FASTENERS AS SPECIFIED
BY THE MANUFACTURER. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS,
SCREWS, OR BOLTS IN EACH MEMBER.
INSTALL SOLID BLOCKING AT ALL BEARING POINTS. ALL SHIMS SHALL BE SEASONED, DRIED, AND THE SAME GRADE
(MINIMUM) AS MEMBERS CONNECTED.
GALVANIZATION
UNLESS NOTED OTHERWISE, STEEL CONNECTORS IN CONTACT WITH TREATED WOOD SHALL BE GALVANIZED
ACCORDING TO THE FOLLOWING TABLE:
GALVANIZATION
UNTREATED
WOOD
CCA-C
SBX
ACQ-C
ACQ-D
CBA-A
CA-B
OTHER
BORATE
ACZA
OTHER PT
WOOD
G90
X
X
X
G 185
X
X
X
X
X
X
HDG
X
X
X
X
X
X
STT300
X
X
X
X
X
X
X
X
G90 = 0.90 OZ. OF ZINC PER SQUARE FOOT OF AREA
G185 = 1.85 OZ. OF ZINC PER SQUARE FOOT OF AREA
HDG = HOT DIP GALVANIZED
SST300 = TYPE 316L STAINLESS STEEL
RATED SHEATHING
RATED SHEATHING SHALL BE GRADE C-D INT-APA WITH EXTERIOR GLUE OR OSB SHEATHING WITH EXTERIOR GLUE
IN CONFORMANCE WITH IBC STANDARD 2303.1.5.
EXISTING BUILDING
CONTRACTOR SHALL VERIFY ALL DIMENSIONS, MEMBER SIZES AND CONDITIONS OF THE EXISTING BUILDING
DEPICTED IN THE DRAWINGS, AND NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES FOR POSSIBLE
REDESIGN.
CONTRACTOR RESPONSIBLE FOR COMPLETELY SEALING ALL AREAS WHERE EXISTING ROOF MATERIAL IS
PENETRATED OR REMOVED. PROVIDE WATER PROOFING AS REQUIRED BY THE ARCH.
STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND
CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS FOR COMPATIBILITY BEFORE
PROCEEDING. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE
PROCEEDING.
CONTRACTOR TO SEE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF PIPE, VENT, DUCT AND OTHER
OPENINGS AND DETAILS NOT SHOWN ON THESE DRAWINGS.
CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL
PERMANENT SUPPORT AND STIFFENING ARE INSTALLED.
CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL
ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS
ONLY WILL NOT SATISFY THIS REQUIREMENT.
DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT
SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF
CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL
ENGINEER.
LEGEND
DEFINITION
SYMBOL
DEFINITION
SYMBOL
DIRECTION OF
FRAMING
pp
NATIVE SOIL
— — — —
EXTENT OF
FRAMING
GRANULAR FILL
COLUMNS
STRUCTURAL STEEL
COLUMN BEARING
ON BEAM
P
RATED SHEATHING
BEAM CONTINUOUS
OVER SUPPORT
0
SHEAR WALL
(SEE SCHEDULE)
SWX
CONCRETE WALL
COLUMN MARK
(SEE SCHEDULE)
/
BEARING STUD
El�FOOTING
MARK
O
WALL
(SEE SCHEDULE)
NON -BEARING
HOLDOWN MARK
STUD WALL
(SEE SCHEDULE)
BEARING STUD
HANGER MARK
SHEAR WALL
(SEE SCHEDULE)
O
NON -BEARING
FLAG NOTE
STUD SHEAR WALL
(SEE PLAN NOTES)
CMU WALL
STEEL MOMENT
FRAME CONN.
�V
ADJACENT NAILS IN A
ROW ARE TO BE
DRIVEN FROM
OPPOSITE SIDES, TYP
C G
ENGINEERING
250 4TH AVE. S., SUITE 200
EDMONDS, WASHINGTON 98020
PHONE (425) 778-8500
FAX (425) 778-5536
PARTIAL UPPER FLOOR AND LOWER ROOF FRAMING PLAN
SCALE: 1/4" = V-0"
TYPICAL ROOF FRAMING PLAN NOTES:
1. ROOF SHEATHING SHALL BE 1/2" PI 40/20 WITH 8d COMMON NAILS SPACED AT 6" OC AT ALL DIAPHRAGM
BOUNDARIES, PANEL EDGES, SHEAR WALLS, COLLECTOR TRUSSES, AND BLOCKING OR TRUSS BLOCKING PANELS
INDICATED ON PLANS. NAILING AT INTERMEDIATE FRAMING SHALL BE 8d COMMON NAILS @ 12" OC.
2. ALL STUD WALLS SHALL BE 2x HF STUD AND SPACED AT 16" OC.
FOR 2x4 STUDS, PROVIDE SINGLE
ROW OF NAILS STAGGERED EA SIDE
WITH 1 1/2" EDGE DISTANCE. FOR
2x6 STUDS, PROVIDE (2) ROWS OF
NAILS SPACED AT 2 1/2" W/ 1 1/2"
EDGE DISTANCE
9" OC MAX SPACING BETWEEN
ADJACENT NAILS IN A ROW
0.131" 0 x 3" NAILS, TYP
(5) STUDS MAX TO
BE USED FOR
BUILT-UP COLUMNS
TYPICAL BUILT-UP STUD COLUMN DETAIL
SCALE: 1" = V-0"
TYP DOUBLE
TOP PLATE
DESIGN:
MRD
DRAWN:
LVW
EXISTING STUD WALL
CHECK:
DTR
SIMPSON A34 (ONLY LRUZ OR SLOPED HU
REQUIRED AT EXTERIOR
HANGER
2x LEDGER W/ (2) 1/4"0
JOB NO:
23324.10
HEADERS GREATER
THAN U SPAN)
ROOF SHEATHING AND NAILING
STUDDS SCREWS @ EA
DATE:
1 1 /1 7/23
PER ROOF FRAMING PLAN NOTES
RAFTER PER PLAN
(6) 0.131"� x 3" NAILS
DIAPHRAGM BOUNDARY NAILING
PER ROOF FRAMING PLAN NOTES
FULL DEPTH BLKG RIPPED TO
TYPICAL STUDS
BEAM OR HEADER PER
MATCH SLOPE OF ROOF
PLAN AND NOTES
NAILING PER TYP
/ /1
BUILT-UP STUD
COLUMN DETAIL
EXISTING BEAM PER PLAN
V
J
PROVIDE PLYWOOD/OSB
A35 CLIP @ 12" OC
(1) 2x FULL HT
CRIPPLE STUDS PER PLAN
SHEATHING TO MATCH EXISTING.
SIMPSON H2.5A TIE
LUS HANGER
O
AND COLUMN SCHEDULE
FASTEN SHEATHING TO STUD W/
8d NAILS 6" OCT ALL PANEL
@ EA TRUSS
2x4 HF#2 CEILING JOISTS
O W
OR STRUCTURAL NOTES
@
EDGES & @ 12" OC IN FIELD
STUD WALL FRAMING
@ 16" OC
N 0
L.L
PER PLAN NOTES
TYPICAL HEADER DETAIL
SCALE: 1" = V-0"
TYPICAL RAFTER SUPPORT DETAIL
SCALE: 1" = V-0"
DIAPHRAGM BOUNDARY NAILING
PER ROOF FRAMING PLAN NOTES
FULL DEPTH BLI<G RIPPED TO
MATCH SLOPE OF ROOF
ROOF SHEATHING AND
NAILING PER ROOF
FRAMING PLAN NOTES
ROOF RAF
PER PLAN
A35 CLIP @ 24" OC
PROVIDE PLYWOOD/OSB SIMPSON H2.5A TIE
SHEATHING TO MATCH EXISTING.
FASTEN SHEATHING TO STUD STUD WALL FRAMING
W/ 8d NAILS @ 6" OC T ALL PER PLAN NOTES
PANEL EDGES & @ 12" OC IN
FIELD
TYPICAL RAFTER SUPPORT DETAIL
SCALE: 1" = V-0"
JG RAFTER
R
LI\VL JR SLOPED
HU HANGER
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RECEIVED
Nov 28 2023
OF SNDS
EVE PMEN ERVICES
E PART NT
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