APPROVED BLD2024-0001+Architectural_Plan+12.30.2023_12.51.19_PM+3976567#133 MAGDIN VLADIMIR/TABAR LAUREN
ROOF REPAIR
10031 240th Pl SW
Edmonds, WA 98020
GENERAL CONDITIONS PROJECT DESCRIPTION SHEET LIST
x CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS IN FEILD AND NOTIFY ARCHITECT IF CONDITIONS ARE NOT AS THIS PROJECT IS ROOF REPAIR: A0.0 COVERSHEET
REPRESENTED ON DRAWINGS A0.1 SITE PLAN
x OWNER, ARCHITECT, AND CONTRACTOR TO HAVE REPRESENTATION AT ALL PRE -CONSTRUCTION MEETINGS - REPAIR OF THE ROOF OVER THE REC ROOM (ADD SUPPORT BEAM) Al MAIN FLOOR PLAN
x GENERAL CONTRACTOR TO ORGANIZE SUB -CONTRACTOR COORDINATION MEETING WITH ARCHITECT PRIOR TO SUB'S WORK A2 ROOF PLAN
ON SITE RUSH REVIEW DUE TO DAMAGED ROOF AND LEAKAGE A3 FOUNDATION PLAN
x ALL PARTIES (OWNER, ARCHITECT, CONTRACTOR) TO BE INCLUDED IN COMMUNICATION DURING CONSTRUCTION A4 CEILING FRAME PLAN
x MAINTAIN FIRE RESISTANCE AND SOUND CONTROL VALUES AT ALL PERIMETER EDGES OF WALLS IN CONTACT WITH PROJECT VALUATION: $15,500 A5 ROOF FRAME PLAN
FLOORS, COLUMNS, BEAMS, ETC. A6 CROSS SECTION / DETAILS
x ALL INSULATION MATERIALS INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALLS, CRAWL SITE INFORMATION
SPACES OR ATTICS SHALL HAVE A FLAME -SPREAD RATING NOT TO EXCEED 25 AND A SMOKE DENSITY NOT TO EXCEED
450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723 PARCEL #: 00555000002800
x ALL CONSTRUCTION TO BE PLUMB, LEVEL AND SQUARE LEGAL DESCRIPTION: RICHMOND PARK HOMES NO 2 BLK 000 0-00 - TR 28
x SEE STRUCTURAL, CIVIL, LANDSCAPE, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL NOTES AND SYMBOLS.
x EACH CONTRACTOR IS RESPONSIBLE TO REVIEW THE MECHANICAL AND ELECTRICAL DRAWINGS FOR CUTTING AND
PATCHING WORK BEYOND THE LIMITS OF THE PROJECT SHOWN ON THE ARCHITECTURAL DRAWINGS. SECTION TOWNSHIP RANGE: SW-36-27-3
x EACH CONTRACTOR SHALL CONSULT PLANS OF ALL TRADES FOR ALL OPENINGS FOR DUCTS, PIPES, CONDUIT, CABINETS JURISDICTION: EDMONDS
AND EQUIPMENT AND SHALL VERIFY SIZE AND LOCATION. ZONING: RS-8
x EACH CONTRACTOR SHALL VERIFY ALL ROUGH -IN DIMENSIONS FOR EQUIPMENT FURNISHED AND INSTALLED BY HIMSELF OR
OTHERS.
x ALL CONTRACTOR FURNISHED ITEMS SHALL BE SUPPLIED WITH REQUIRED MECHANICAL AND ELECTRICAL SERVICES TO SITE AREA SF/ acre: 13,504 SF (0.31 ACRE)
PROVIDE OPERATION OF ITEMS FURNISHED.
x ALL RECESSED ELECTRICAL PANELS AND CABINETS AND OTHER RECESSED CABINETS SHALL BE BACKED WITH GYPSUM BUILDING FOOTPRINT SF: 2,068 SF
WALL BOARD TO MAINTAIN THE FIRE RESISTIVE RATING OF THE PARTITION IN WHICH THE UNIT IS INSTALLED. GROSS BUILDING AREA SF: 1,962 SF
x REFER TO SPECIFICATIONS FOR ACCESS DOORS AND CONSULT WITH MECHANICAL CONTRACTOR FOR EXACT LOCATIONS FOR 1 LEVEL: 1,962 SF
ACCESS REQUIRED BY THEIR WORK. ACCESS MUST BE PROVIDED FOR ALL CONCEALED VALVES, DAMPER CONTROLS AND FIRE
DAMPER LINKAGE. OBTAIN ARCHITECT'S APPROVAL IN LOCATING ACCESS DOORS. BUILDING HEIGHT ALLOWED ft: 25'
x ROOM FINISH SCHEDULE SHALL NOT BE TAKEN AS COMPLETE SPECIFICATION FOR ALL INTERIOR ROOM MATERIALS; BUILDING HEIGHT ft: 11'-01,
HOWEVER, IT SHALL BE BINDING TO THE EXTENT OF THE MATERIAL IT DOES SPECIFY. THE CONTRACTOR SHALL CHECK THE
SCHEDULE WITH THE SPECIFICATIONS AND DRAWINGS FOR OTHER MATERIALS NOT COVERED BY THE SCHEDULE. LOT COVERAGE AREA ALLOWED %: 35%
x ROOM AND DOOR NUMBERS SHOWN ON DRAWINGS ARE FOR CONSTRUCTION PURPOSES ONLY. LOT COVERAGE EXIST 16.71% APPLICABLE CODES
xTHE CARPENTRY CONTRACTOR SHALL BUILD IN ALL ROUGH BUCKS FOR GRILLES, REGISTERS, ETC. WHERE REQUIRED.
x ALL PIPING, CONDUIT, DUCTS, ETC. SHALL BE FURRED -IN AT ALL FINISHED ROOMS. IMPERVIOUS SURFACE COVERAGE AREA ALLOWED %: X°/O 2018 INTERNATIONAL RESIDENTIAL CODE (IRE)
x ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL HAVE A PRESERVATIVE TREATMENT. IMPERVIOUS SURFACE COVERAGE EXIST 26.99% 2021 INTERNATIONAL BUILDING CODE (IBC)
x PLACE NO MAINS, PIPING, CONDUIT OR OBSTRUCTIONS OF ANY KIND SO AS TO IMPAIR GIVEN CEILING HEIGHTS AND 2018 INTERNATIONAL FIRE CODE (IFC)
CLEARANCES. 2018 INTERNATIONAL MECHANICAL CODE (IMC)
x PROVIDE BLOCKING/BACKING FOR WALL HUNG CABINETS, FIXTURES OR EQUIPMENT. SETBACKS MC SEC: CDC 16.20.030 SEE SITE PLAN (A0.1) 2018 WASHINGTON STATE ENERGY CODE (WSEC)
x ALL SURFACE ATTACHED LADDERS USED ONLY TO ATTEND EQUIPMENT SHALL COMPLY WITH O.S.H.A. REGULATIONS. FRONT 0 (25 FEET) NO CHANGE EDMONDS CITY CODE (Ell)
x REMOVE EXISTING FLOORING WHERE NEW FLOORING IS SCHEDULED. BACK 0 (15 FEET) NO CHANGE
x WHERE EXISTING WORK IS DAMAGED, CUT OR DEFACED AS A RESULT OF PERFORMANCE OF NEW WORK, THE CONTRACTOR SIDES 0 (7.5 FEET) NO CHANGE
IS TO PATCH AND REPAIR SAME TO MATCH ADJOINING SURFACES. REPAIRED FINISHES SHALL BE EXTENDED TO THE
NEAREST VISUAL BREAK LINES SUCH AS CORNERS, CEILING LINES, TOP OF BASE, ETC.
x WHERE ITEMS ARE NOTED TO BE REMOVED, IT SHALL MEAN THE COMPLETE REMOVAL OF THE WORK INDICATED AND THE VICINITY MAP
ASSOCIATED PATCHING AND REPAIRING TO MATCH ADJOINING WORK.
x DIMENSIONS, IN GENERAL, ARE:
A. AT INTERIOR WALLS FACE OF STUD TO FACE OF STUD. PERMIT APPROVAL STAMPS
B. AT CONCRETE WALLS TO THE FACE OF CONCRETE.
C. AT MASONRY WALLS TO THE FACE OF MASONRY (NOMINAL).
D. AT EXISTING FINISHES TO THE FACE OF FINISH. City Of Edmonds
E. COLUMNS TO COLUMN CENTERLINE OR COLUMN CENTERLINE TO FACE OF STUD. ALL WORK S BJECT
F. EXTERIOR WALLS ARE FACE OF STUD TO FACE OF STUD FOR WOOD/METAL CONSTRUCTION i Building Department
x ALL DOORS NOT LOCATED BY DIMENSIONS ON PLANS OR DETAILS SHALL BE FOUR AND A HALF INCHES(4 1/2") FROM THE TO FIEL----------
FACE OF INTERSECTING WALL TO EDGE OF DOOR OPENING. { INSPECTION FOR Work ROOF REPAIR
......................
• DOOR IDENTIFICATION NUMBER: ---------------------------------
A. EXISTING DOORS ARE NUMBERED SEPARATELY AND ARE DESIGNATED BY "E." (SEE DOOR SCHEDULE A2.30) CODE COMPLIANCE Address 10031 240TH PL SW
DRAWINGS ARE FOR VISUAL COMMUNICATION ONLY. WRITTEN DIMENSIONS GOVERN. DO NOT SCALE DRAWINGS. FOR I
x � Owner MAGDIN
........ -------------
N N I N I � 01 /03/2024
x BUILDING SHALL BE AIR -BARRIER TESTED IN ACCORDANCE WITH ASTM E779 OR APPROVED EQUIVALENT. a Approved Date
x DURING THE COURSE OF WORKING, IF ARTIFACTS OR HUMAN REMAINS ARE DISCOVERED ON SITE, ALL WORK MUST STOP ailb APPR9M,
VED g
AND JURISDICTION MUST BE CONTACTED. Building Official Er( &
Edmonds I sate fPermit Number
7 PLANS BE BLD2024-0001
ON JOB SITE
UthPISW
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} I.
REVISIONS
DATE PAGES ;HANGES
REV1
REV2
REV3
REV4
REV5
OBTAIN ELECTRICAL
PERMIT FROM
�s STATE LABOR &
INDUSTRIES
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RECEIVE
Jan 03 2024
CITY OF EDMONDS
DEVELOPMENT SERVICE
DEPARTMENT
Drawing Set Date:
12/22/2023
Revisions:
Intake: 12/22/2023
Corrections: 12/26/2023
SITE PLAN
Address: 10031 240th Pl SW, Edmonds, WA 98020
Owner Name: MAGDIN VLAOIMIR/TABAR LAUREN
Parcel10: 00555000002800
Legal Description: RICHMOND PARK HOMES NO 2 BLK 000 0-00 - TR 28
Zoning: RS-8
EXISTING LOT COVERAGE:
Gross Lot Area, sqf:
Main Building Footprint, sqf:
Roof Overhangs, sqf:
Total Structural Coverage, sqf:
EXIST. LOT COVERAGE:
EXISTING IMPERVIOUS SURFACE COVERAGE:
Total Structural Coverage, sqf:
Driveway, sqf:
Walkway, sqf:
Shed, sqf:
Open Porch, sqf:
Total, sqf:
EXIST. IMPERVIOUS SURFACE COVERAGE:
EXISTING FLOOR AREA RATIO:
Main Floor Area, sqf:
Total, sqf:
EXIST. FLOOR AREA RATIO
16.71% (MAX 35%)
13,504
2,068
189
2,257
2,257 sqf / 13,504 sqf = 16.719/6
26.99%
2,257
411
805
160
12
3,645
3,645 sqf / 13,504 sqf = 26.99
14.53%
1,962
1,962
1,962 sqf / 13,504 sqf = 14.531/6
SYMBOL and LEGEND
- Tree Trunk Diameter > 8„
— — — - Scope of Proposed Work: Roof Repair
- Setback
SCALE: 1'=20'
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Drawing set Dare:
12/22/2023
Revisions.
[Intake. 12/22/2D23
Corrections: 12�2fi�2023
SITE
PLAN
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212,60 sqf
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117,63 sqf
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4'-7" m
B3
117,03 sqf
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216,67 sqf
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118,74 sqf
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MAIN FLOOR PLAN
SCALE: 1/4"=1'
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SYMBOL and LEGEND (MAIN FLOOR PLAN)
EXIST. WALL
- EXIST. POST
® - CHIMNEY
N°
aN° - CROSS SECTION MARKER
--- - SCOPE OF PROPOSED WORK:
ROOF REPAIR
N
FLOOR PLAN NOTES
1. CONTRACTOR WHEN EXPOSING ANY HIDDEN FRAME ELEMENTS SHALL CALL ARCHITECT FOR APPROVAL TO
PROCEED.
2. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS & CONDITIONS PRIOR TO CONSTRUCTION.
3. ALL DIMENSIONS AREA TO FACE OF STUDS OR CONCRETE UNLESS OTHERWISE NOTED.
4. SEE STRUCTURAL DRAWINGS FOR ALL POSTS, BEAMS AND HEADERS.
5. PROVIDE SOLID BLOCKING OVER SUPPORTS.
6. PROVIDE FIRE BLOCKING @ ALL PLUMBING PENETRATIONS.
7. WINDOWS & DOORS ARE SHOWN & NOTED AS NOMINAL SIZES.
8. SEE SHEET A10 FOR WINDOW & DOOR HEADER HEIGHTS ABOVE FINISHED FLOOR.
9. ACCESS DOORS FROM CONDITIONED SPACES TO UNCONDITIONED SPACES (ATTIC, CRAWL SPACES, ETC.) SHALL BE
WEATHER STRIPPED AND INSULATED PER R402.2.
10. BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN
SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE, SUCH WALL SURFACES EXTEND TO A
HEIGHT OF OT LESS THAN 6' ABOVE FLOOR. R301.2.
11.A MIN OF 90% OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS
(WSEC R404.1).
12. AT LEAST ONE PROGRAMMABLE THERMOSTAT FOR TEMPERATURE REGULATION IN THE EBUILDING TO BE PROVIDED
PER R403.1.1.
13. CONTRACTOR SHALL VERIFY COMPLIANCE WITH REQUIRED COMBUSTION AIR FOR ANY FUEL -FIRED APPLIANCE.
14. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED.
15. SMOKE & CARBON MONOXIDE DETECTORS:
x 1)SHALL BE 110V INTERCONNECTED W/ BATTERY BACKUP.
x 2)SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING ROOMS.
x 3)SHALL BE INSIDE SLEEPING ROOMS, OUTSIDE OF EACH SLEEPING
AREA, AND ON ALL FLOORS. DIRECT WIRING IS REQUIRED FOR
SMOKE DETECTORS UNLESSREMOVAL OFINTERIOR WALL OR
CEILINGFINISHESIS NECESSARY TO INSTALL THE WIRING.
4)SHALL BE OUTSIDE SLEEPING AREAS AND, ON ALL FLOORS, UNLESS
WORK ONLY INVOLVES EXTERIOR SURFACES OF THE BUILDING.
16. ALL SMOKE ALARMS MUST BE INTERCONNECTED.
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RECEIVED
Jan 03 2024
CITY OF EDMONDS
DEVELOPMENT SERVICE
DEPARTMENT
Drawing Set Date:
12/22/2023
Revisions:
Intake: 12/22/2023
Corrections: 12/26/2023
N
SYMBOL and LEGEND (ROOF PLAN)
LOWER LEVEL LOAD BEARING WALLS/BEAMS
- ROOF SLOPE DIRECTION
BEAM
N°
AN° - CROSS SECTION MARKER
- - - - SCOPE OF PROPOSED WORK:
ROOF REPAIR
66$-�11
l'-6" 63'-3" l'-6"
66'-3"
ROOF PLAN
SCALE: 1/4"=1'
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RECEIVE
Jan 03 2024
CITY OF EDMONDS
DEVELOPMENT SERVICE!
DEPARTMENT
Orawing Set Date:
12/22/2023
Revisions:
Intake: 12/22/20231
Corrections:12/26/2023
0
6711-�"
FOUNDATION PLAN
SCALE: 1/4"=1'
SYMBOL and LEGEND (FOUNDATION PLAN)
0 - POURED CONCRETE FOUNDATION
® -
CHIMNEY
-
CONCRETE SLAB
-
POST FOOTINGS
-
POST
N°
aN° - CROSS SECTION MARKER
--- - SCOPE OF PROPOSED WORK:
ROOF REPAIR
NOTES
N
GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL
DIMENSIONS WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL PLANS IN THE FIELD AND
ANY DISCREPANCY SHALL BE BROUGHT TO ATTENTION OF THE DESIGNER PRIOR TO COMMENCING WORK.
BEFORE ANY CONSTRUCTION ACTIVITY A PRECONSTRUCTION MEETING MUCT BE HELD BETWEEN THE BUILDING
DEPARTMENT OF THE CITY, THE APPLICANT AND CONSTRUCTION REPRESENTATIVE, APPROPRIATE BUILDING PERMIT
MUST BE ISSUED AND VALID.
GRADING ACTIVITIES ARE LIMITED TO HOURS 7AM TO 7PM M-S AND 10AM-5PM S UNLESS OTHERWISE APPROVED
WITH A WRITTEN DECISION BY THE REVIEWING AGENCY.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE
EQUIPMENT AND OTHER NEEDED ACTIONS TO PROTECT LIFE, HEALTH AND SAFETY OF THE PUBLIC AND TO PROTECT
PROPERTY IN THE PERIOD OF WORKS CONDUCTED BY THE CONTRACTOR.
THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING UTILITY LINE LOCATIONS PRIOR TO ANY SITE OR DEMO WORK,
COORDINATE WITH UTILITY COMPANIES TO DISCONNECT OR RELOCATE ANY UTILITY LINES AS PART OF THE WORK.
COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. DO NOT
SCALE DRAWINGS TO OBTAIN DIMENSIONS, WRITTEN DIMENSIONS PREVAIL.
ALL NEW CONSTRUCTION MUST COMPLY WITH 2O18 INTERNATIONAL RESIDENTIAL CODE (IRC), 2018 WASHINGTON
STATE ENERGY CODE (WSEC), INTERNATIONAL FIRE CODE (SFC), LOCAL CITY CODE.
AS CONSTRUCTION PROGRESSES, THE CITY BUILDING DEPARTMENT OFFICIAL SHALL MAKE INSPECTIONS AND APPROVE
CONSTRUCTION AS COMPLETED PER IRC 2018 R109, WSEC SEC. R104.
PRESERVATIVE TREATED WOOD REQUIRES EITHER ZINC -COATED, STAINLESS STEEL, OR OTHER CORROSION RESISTANT
METAL FOR CONNECTORS, FASTENERS, NUTS AND WASHERS.
FRAMING:
1. ALL WOOD IN DIRECT CONTACT WITH CONCRETE MUST BE PRESSURE TREATED OR FOUNDATION GRADE CEDAR.
(R317)
2. ALL NAILING MUST BE PER ENGINEER'S NOTES OR PER IBC 2018 TABLE R602.3(1).
3. ALL EXTERIOR WALLS SHALL HAVE EXTERIOR SIDE WITH PLYWOOD OR OSB STRUCTURAL PANEL IDENTIFIED AS
"EXPOSURE 1" OR "EXTERIOR" WITH MIN 1/2" THICKNESS. STRUCTURAL PANELS SHALL BE BUTTED TIGHTLY AND
COVERED WITH #15 BLDG. PAPER WITH OVERLAPPING.
4. ALL INTERIOR WALLBOARD (G.W.B.) SHALL BE 1/2".
5. FIRE STOPPING, DRAFT STOPPING AND FIRE BLOCKING PER IRC R602.8.
6. ALL POINT LOADS CONTINUE TO THE FOUNDATION.
7. WALL STUDS ARE SIZED PER PLAN & IRC R602.3.5.
8. ALL WOOD MATERIALS GRADE #2 DOUGLAS FIR
FOUNDATION PLAN NOTES
1. FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH (CONTROLLED, COMPACTED STRUCTURAL FILL DR BOTH).
DEPTH OF FOOTINGS TO BE DETERMINED BY STRUCTURAL ENGINEER. FOUNDATION EXCAVATION, BACKFILL AND
COMPACTION SHALL CONFORM TO SPECIFICATION RE(lUIREMENTS. THIS CONSTRUCTION WORK, INCLUDING DRAINAGE,
SHORING AND SUCH OTHER RELATED WORK AS REQUIRED, SHALL BE CONDUCTED BY THE CONTRACTOR. STOP WORK
IF RECOMMENDED EXCAVATION CUT OR BEARING SOIL CHANGES OCCUR IN EITHER HORIZONTAL OR VERTICAL DIRECTION
AND NOTIFY IMMEDIATELY THE GEOTECHNICAL ENGINEER AND STRUCTURAL ENGINEER. AT WHICH POINT
THE ENGINEERS SHALL DETERMINE CAUSE OF DISPLACEMENT AND DEVELOP AND IMPLEMENT REMEDIAL MEASURES.
2. REFER TO STRUCTURAL PLANS FOR ALL FRAMING & FOUNDATION INFORMATION
3. ALL IMPERVIOUS SURFACES TO BE GRADED TO SLOPE AND DRAIN AWAY FROM THE STRUCTURE MIN. 1/4" PER
FOOT.
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RECEIVE
Jan 03 2024
CITY OF EDMONDS
DEVELOPMENT SERVICE
DEPARTMENT
Drawing Set Date:
12/22/2023
Revisions:
Intake: 12/22/20231
Corrections: 12/26/2023
SYMBOL and LEGEND (FLOOR FRAME PLAN)
N
0
Ln
Tl-
:o
2'-2„
Exist. HOR
a
Pill
2"x6"@24" Exist.
Joists Typ.
T-
II
II
II
II
4'-6"
— — — — —
II II
II II
II II
II II
Exist. HOR
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w
63'-3"
A
Exist. HOR
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II
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Exist. HOR X
0
5'-4" 8'-7„ 1'
63'-3"
CEILING FRAME PLAN
SCALE: 1/4"=1'
Exist. HOR
7'
Irk
Exist. HDR
4"x4" Prop
Post Typ
AWN
0
- EXIST.
WALL
- PROP.
WALL
- EXIST.
POST
- PROP.POST
F-_] - BEAM
C—� - JOIST
N°
aN° - CROSS SECTION MARKER
- HEADER
--- - SCOPE OF PROPOSED WORK:
DECK REPAIR
NOTES.
3' 11' GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL
DIMENSIONS WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL PLANS IN THE FIELD AND
ANY DISCREPANCY SHALL BE BROUGHT TO ATTENTION OF THE DESIGNER PRIOR TO COMMENCING WORK.
BEFORE ANY CONSTRUCTION ACTIVITY A PRECONSTRUCTION MEETING MUCT BE HELD BETWEEN THE BUILDING
DEPARTMENT OF THE CITY, THE APPLICANT AND CONSTRUCTION REPRESENTATIVE, APPROPRIATE BUILDING PERMIT
MUST BE ISSUED AND VALID.
GRADING ACTIVITIES ARE LIMITED TO HOURS 7AM TO 7PM M-S AND 10AM-5PM S UNLESS OTHERWISE APPROVED
WITH A WRITTEN DECISION BY THE REVIEWING AGENCY.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE
zo EQUIPMENT AND OTHER NEEDED ACTIONS TO PROTECT LIFE, HEALTH AND SAFETY OF THE PUBLIC AND TO PROTECT
PROPERTY IN THE PERIOD OF WORKS CONDUCTED BY THE CONTRACTOR.
THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING UTILITY LINE LOCATIONS PRIOR TO ANY SITE OR DEMO WORK,
COORDINATE WITH UTILITY COMPANIES TO DISCONNECT OR RELOCATE ANY UTILITY LINES AS PART OF THE WORK.
COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. DO NOT
-;' SCALE DRAWINGS TO OBTAIN DIMENSIONS, WRITTEN DIMENSIONS PREVAIL.
N ALL NEW CONSTRUCTION MUST COMPLY WITH 2O18 INTERNATIONAL RESIDENTIAL CODE (IRC), 2018 WASHINGTON
STATE ENERGY CODE (WSEC), INTERNATIONAL FIRE CODE (SFC), LOCAL CITY CODE.
AS CONSTRUCTION PROGRESSES, THE CITY BUILDING DEPARTMENT OFFICIAL SHALL MAKE INSPECTIONS AND APPROVE
CONSTRUCTION AS COMPLETED PER IRC 2018 R109, WSEC SEC. R104.
Exist. HOR PRESERVATIVE TREATED WOOD REQUIRES EITHER ZINC -COATED, STAINLESS STEEL, OR OTHER CORROSION RESISTANT
METAL FOR CONNECTORS, FASTENERS, NUTS AND WASHERS.
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FRAMING:
1. ALL WOOD IN DIRECT CONTACT WITH CONCRETE MUST BE PRESSURE TREATED OR FOUNDATION GRADE CEDAR.
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(R317)
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2. ALL NAILING MUST BE PER ENGINEER'S NOTES OR PER IBC 2018 TABLE R602.3(1).
3. ALL EXTERIOR WALLS SHALL HAVE EXTERIOR SIDE WITH PLYWOOD OR OSB STRUCTURAL PANEL IDENTIFIED AS
"EXPOSURE 1" OR "EXTERIOR" WITH MIN 1/2" THICKNESS. STRUCTURAL PANELS SHALL BE BUTTED TIGHTLY AND
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COVERED WITH #15 BLDG. PAPER WITH OVERLAPPING.
4. ALL INTERIOR WALLBOARD (G.W.B.) SHALL BE 1/2".
— — —
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5. FIRE STOPPING, DRAFT STOPPING AND FIRE BLOCKING PER IRC R602.8.
6. ALL POINT LOADS CONTINUE TO THE FOUNDATION.
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7. WALL STUDS ARE SIZED PER PLAN & IRC R602.3.5.
8. ALL WOOD MATERIALS GRADE #2 DOUGLAS FIR
3-'/2x16-1/2 Prop. I
Laminated Wood Beam I
FRAME PLAN NOTES
1. ALL BEAMS SHALL BE FLUSH UNLESS NOTE OTHERWISE ON THE PLAN. WINDOWS & DOOR HEADERS SHALL BE
1- u 17'-3"
A6 I cm
1 in
DROPPED (SEE NOTE 9). FLUSH BEAMS HAVE FLOOR SHEATHING ATTACHED DIRECTLY. DROPPED BEAMS ARE
— — — — — — — —
— -
INSTALLED BELOW FLOOR FRAMING.
2. REFER TO THE HEADER DETAIL ON THIS SHEET FOR HEADERS NOT SPECIFICALLY CALLED OUT ON THIS PLAN.
3. UNLESS NOTED OTHERWISE, USE PER STRUCTURAL UNDER ALL HEADERS. 2 X 6 STUDS MAY BE SUBSTITUTED FOR
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PER STRUCTURAL POSTS PER PLAN.
2"x6"@24" Exist.
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4. STRAPS SHOWN ON THIS LEVEL ATTACH TO WALLS ABOVE AND BELOW (CENTERED ABOUT THE JOIST RIM.
Joists Typ.
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5. SHEAR WALLS SHOWN ON THIS PLAN OCCUR BELOW THE FLOOR FRAMING.
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6. PROVIDE CONTINUOUS SOLID BEARING TO THE FOUNDATION AT GIRDER TRUSSES, HIP MASTERS, BEAMS AND
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HEADERS.
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7. IF MANUFACTURED FLOOR JOISTS ARE USED IN LIEU OF SOLID FRAMING (IF APPLICABLE), PROVIDE SHOP DRAWINGS
FOR REVIEW.
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8. FLOOR SHEATHING & NAILING:
8.1. FLOOR SHEATHING SHALL BE 34" T & G.
8.2. NAIL WITH 10d @ 6" O.C. AT PERIMETER AND 10d @ 12" O.C. IN THE FIELD - UNLESS OTHERWISE NOTED ON PLAN.
9. WALL TOP PLATE REQUIREMENTS - ALL TOP PLATES OF WALLS SHALL BE DOUBLE 2 X 6 (OR 2 X 4 IF ALLOWED).
_4"x12" Exist. Beam N
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THE TOP PLATES MUST BE CONTINUOUS OVER HEADERS. DO NOT CUT DOUBLE TOP PLATES UNLESS ALLOWED PER
THE FRAMING PLAN.
Exist. HER
3'-8" 6'-1"
6' 6'-1"
SCOPE OF PROPOSED WORK
- Repair Of The Roof Over The Rec Room (Add Support Beam)
Estimated Project Cost: 15 500$
RUSH REVIEW DUE TO DAMAGED
ROOF AND LEAKAGE
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Jan 03 2024
CITY OF EDMONDS
DEVELOPMENT SERVICE!
DEPARTMENT
Drawing Set Date:
12/22/2023
Revisions:
Intake: 12/22/20231
Corrections: 12/26/2023
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T-6" 63'-3" T-6"
66'-3"
ROOF FRAME PLAN
SCALE: 1/4"=1'
SYMBOL and LEGEND (ROOF FRAME PLAN)
_ _ _ - LOWER LEVEL LOAD BEARING WALLS/BEAMS
- HIP
0 - RIDGE
E - RAFTER
E=3 - BEAM
N°
aN° -CROSS SECTION MARKER
--- - SCOPE OF PROPOSED WORK:
ROOF REPAIR
NOTES
N
GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL
DIMENSIONS WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL PLANS IN THE FIELD AND
ANY DISCREPANCY SHALL BE BROUGHT TO ATTENTION OF THE DESIGNER PRIOR TO COMMENCING WORK.
BEFORE ANY CONSTRUCTION ACTIVITY A PRECONSTRUCTION MEETING MUCT BE HELD BETWEEN THE BUILDING
DEPARTMENT OF THE CITY, THE APPLICANT AND CONSTRUCTION REPRESENTATIVE, APPROPRIATE BUILDING PERMIT
MUST BE ISSUED AND VALID.
GRADING ACTIVITIES ARE LIMITED TO HOURS 7AM TO 7PM M-S AND 10AM-5PM S UNLESS OTHERWISE APPROVED
WITH A WRITTEN DECISION BY THE REVIEWING AGENCY.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE
EQUIPMENT AND OTHER NEEDED ACTIONS TO PROTECT LIFE, HEALTH AND SAFETY OF THE PUBLIC AND TO PROTECT
PROPERTY IN THE PERIOD OF WORKS CONDUCTED BY THE CONTRACTOR.
THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING UTILITY LINE LOCATIONS PRIOR TO ANY SITE OR DEMO WORK,
COORDINATE WITH UTILITY COMPANIES TO DISCONNECT OR RELOCATE ANY UTILITY LINES AS PART OF THE WORK.
COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. DO NOT
SCALE DRAWINGS TO OBTAIN DIMENSIONS, WRITTEN DIMENSIONS PREVAIL.
ALL NEW CONSTRUCTION MUST COMPLY WITH 2O18 INTERNATIONAL RESIDENTIAL CODE (IRC), 2018 WASHINGTON
STATE ENERGY CODE (WSEC), INTERNATIONAL FIRE CODE (SFC), LOCAL CITY CODE.
AS CONSTRUCTION PROGRESSES, THE CITY BUILDING DEPARTMENT OFFICIAL SHALL MAKE INSPECTIONS AND APPROVE
CONSTRUCTION AS COMPLETED PER IRC 2018 R109, WSEC SEC. R104.
PRESERVATIVE TREATED WOOD REQUIRES EITHER ZINC -COATED, STAINLESS STEEL, OR OTHER CORROSION RESISTANT
METAL FOR CONNECTORS, FASTENERS, NUTS AND WASHERS.
FRAMING:
1. ALL WOOD IN DIRECT CONTACT WITH CONCRETE MUST BE PRESSURE TREATED OR FOUNDATION GRADE CEDAR.
(R317)
2. ALL NAILING MUST BE PER ENGINEER'S NOTES OR PER IBC 2018 TABLE R602.3(1).
3. ALL EXTERIOR WALLS SHALL HAVE EXTERIOR SIDE WITH PLYWOOD OR OSB STRUCTURAL PANEL IDENTIFIED AS
"EXPOSURE 1" OR "EXTERIOR" WITH MIN 1/2" THICKNESS. STRUCTURAL PANELS SHALL BE BUTTED TIGHTLY AND
COVERED WITH #15 BLDG. PAPER WITH OVERLAPPING.
4. ALL INTERIOR WALLBOARD (G.W.B.) SHALL BE 1/2".
5. FIRE STOPPING, DRAFT STOPPING AND FIRE BLOCKING PER IRC R602.8.
6. ALL POINT LOADS CONTINUE TO THE FOUNDATION.
7. WALL STUDS ARE SIZED PER PLAN & IRC R602.3.5.
8. ALL WOOD MATERIALS GRADE #2 DOUGLAS FIR
ROOF FRAME PLAN NOTES
PRE -MANUFACTURED TRUSSES PER SECTION IBC 2303.4.1 TRUSS DESIGN DRAWINGS. TRUSS CONSTRUCTION
DOCUMENTS SHALL BE PREPARED BY A WASHINGTON STATE LICENSED ENGINEER AND SHALL BE PROVIDED TO THE
BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. THESE CONSTRUCTION DOCUMENTS SHALL INCLUDE, AT A
MINIMUM, THE INFORMATION SPECIFIED BELOW. TRUSS SHOP DRAWINGS SHALL BE PROVIDED WITH THE SHIPMENT OF
TRUSSES DELIVERED TO THE JOB SITE.
1. SLOPE OR DEPTH, SPAN AND SPACING.
2. LOCATION OF JOINTS,.
3. REQUIRED BEARING WIDTHS.
4. DESIGN LOADS AS APPLICABLE.
5. TOP CHORD LIVE LOAD (INCLUDING SNOW LOADS),.
6. TOP CHORD DEAD LOAD.
7. BOTTOM CHORD LIVE LOAD;
8. BOTTOM CHORD DEAD LOAD,.
9. CONCENTRATED LOADS AND THEIR POINTS OF APPLICATION;
10. CONTROLLING WIND AND EARTHQUAKE LOADS.
11. ADJUSTMENTS TO LUMBER AND METAL CONNECTOR PLATE DESIGN VALUE FOR CONDITIONS OF USE,.
12. EACH REACTION FORCE AND DIRECTION;
13. METAL CONNECTOR PLATE TYPE, SIZE, THICKNESS OR GAGE, AND THE DIMENSIONED LOCATION OF EACH METAL
CONNECTOR PLATE EXCEPT WHERE SYMMETRICALLY LOCATED RELATIVE TO THE JOINT INTERFACE,.
14. LUMBER SIZE, SPECIES AND GRADE FOR EACH MEMBER;
15. CONNECTION REQUIREMENTS FOR:
15.1. TRUSS TO TRUSS GIRDER'.
15.2. TRUSS PLY TO PLY. AND
15.3. FIELD SPECIES;
15.4. DRAG TRUSS CONNECTION TO SHEAR WALLS FOR THE LOADS SPECIFIED (WHERE APPLICABLE).
16. CALCULATED DEFLECTION RATIO OR MAXIMUM DEFLECTION FOR LIVE AND TOTAL LOAD.
17. MAXIMUM AXIAL COMPRESSION FORCES IN THE TRUSS MEMBERS TO DESIGN THE SIZE, CONNECTIONS AND
ANCHORAGE OF THE PERMANENT CONTINUOUS LATERAL BRACING.
FORCES SHALL BE SHOWN ON THE TRUSS CONSTRUCTION DOCUMENTS OR ON SUPPLEMENTAL DOCUMENTS,. AND
18. REQUIRED PERMANENT TRUSS MEMBER BRACING LOCATION.
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Jan 03 2024
CITY OF EDMONDS
DEVELOPMENT SERVICE
DEPARTMENT
Drawing Set Date:
12/22/2023
Revisions:
Intake: 12/22/20231
Corrections: 12/26/2023
4"x4" Prop. Post Typ.
Detail
Detail
4"x4" Prop. Po
Detail A. Beam to Post Connection
Sir
ROOF LAYERS:
4sos4
Exist. Class A Metal Roofing
Exist. 15 lb Roofing Paper
Exist. Double Plat
Exist. 1 2" Sheathing
Exist. 2"x6"@24" Rafter
Prop. R49 Blown -In
Insulation
Exist. 2"x6"@24" Joist
2"x8" Exist. Ridge
3-1/2x16-1/2 Prop. ----- / Detail C--- /
Laminated Wood Beam 2"x6" Exist. Joist Typ:
FLOOR LAYERS:
Exist.
3/ 4" Plywood
Exist.
R21 Batt Insulation
Exist.
2"x6" PT Floor Joist
Exist.
Concrete Slab -On -
Grade
Exist.
Ground Cover with
6 mil
Vapor barier
CROSS SECTION 1
SCALE: 1/4"=1'
11x4" Prop. Post
3-1/2x16-1/2
Laminated Wood
1/2 Prop.
Wood Beam
Detail C. Joist to Beam Connection
Detail B. Ridge to Post Connection
Simpson
4SOS2.5 Colu
4"x4" Prop.
Exist. Joist
8" Exist.
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RECEIVE
Jan 03 2024
CITY OF EDMONDS
DEVELOPMENT SERVICE?
DEPARTMENT
Drawing Set Date:
12/22/2023
Revisions:
Intake: 12/22/2023
Corrections: 12/26/2023