HomeMy WebLinkAbout309 S Dunham Ave_BLD6327_2025 RESIDENTIAL BUILDING PERMIT APPLICATION
Community and Economic Development
City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone (360) 403-3551
The following information is required for Residential: Single Family, Duplex, Townhomes, Additions, and
Accessory Structure Building Permit Applications.
Mark each box to designate that the information has been provided. Please submit this checklist as part of
the submittal documents.
EACH BUILDING OR STRUCTURE REQUIRES A SEPARATE SUBMITTAL.
Incomplete applications will not be accepted.
SUBMIT ELECTRONIC FILES FOR EACH OF THE FOLLOWING:
REQUIRED DOCUMENTS
Proof of approved Zoning Verification
City of Arlington Residential Permit Application
Site Plan
Architectural Plans
Structural Plans
Structural Calculations
Project Specification Manuals, if applicable
WSEC Compliance Forms https://waenergycodes.com/
Special Inspection and Testing Agreement, if applicable
Deferred Submittal Request, if applicable
1. Plan Review fee is due at time of submittal and remaining balance will be due at time of issuance.
2. The City of Arlington does not review or inspect electrical systems. Contact Labor and Industries at
lni.wa.gov or 360-416-3000.
A. DEFERRED SUBMITTALS
If the project requires any of the following, a Deferred Submittal Request MUST be completed. Deferred submittals
require separate applications, plans and plan review.
1. Mechanical Plans (if not included in the plan set)
2. Plumbing Plans (if not included in the plan set)
3. Fire Sprinkler
B. SPECIAL INSPECTION AND TESTING AGREEMENT
A Special Inspection Firm is required to perform special inspections for the following type of work.
*The Special Inspection and Testing Agreement MUST be submitted with the Building Application.
Structural Masonry Spray-Applied Fireproofing Other - Specify: ____________________
I acknowledge that all items designated as submittal requirements must accompany my Building Permit
Application to be considered a complete submittal.
RESIDENTIAL BUILDING
Type of Permit: Single-family Duplex Townhouse Addition/Alteration Accessory Structure
IBC Construction Type: IBC Occupancy Type:
Building Square Footage: Number of Stories:
Square Footage Per Floor: B: 1st: 2nd: 3rd: Garage:
Property Address: Project Valuation:
Lot #: Parcel ID No.: Preferred Contact: ï² Owner ï² Contractor
Project
Scope of Work:
Owner Name: Home No.:
Email Address: Cell No.:
Mailing Address: City: State: Zip:
Primary Contractor: Office No.:
Email Address: Cell No.:
Mailing Address: City: State: Zip:
L&I Contractor License Number: Expiration Date:
MECHANICAL SYSTEM INFORMATION ï² Not Applicable
Type of Permit: ï² New Installation ï² Addition/Alteration/Repair ï² Gas Piping
Mechanical Contractor: Office No.:
Email Address: Cell No.:
Mailing Address: City: State: Zip:
L&I Contractor License Number: Expiration Date:
• New gas piping requires a pressure test hooking to any appliance
• Sediment traps (drips) are required on all gas lines
• Gas lines are required to be supported/secured every 6 to 8 feet
• Proper Combustion air and venting required for all appliances
• A shut-off valve is required within 6 feet of all appliances
REV03.2022 Page 2 of 6
RESIDENTIAL BUILDING
MECHANICAL PERMIT FEES (per unit)
Type of Fixture No. of Units Cost per Unit Subtotal Model No.
Additional Plan Review fees x $ 75.00 =
Air Cond. Unit ≤100Btu/h x $ 15.00 =
Air Cond. Unit >100Btu/h x $ 25.00 =
Air Cond. Unit >500Btu/h x $ 50.00 =
Air Handling Units x $ 15.00 =
Base Mechanical Fee 1 x $ 25.00 = $ 25.00
Boiler <100Btu/h >3hp x $ 15.00 =
Boiler >1 million Btu/h<50hp x $ 25.00 =
Boiler >1.5 million Btu/h<50hp x $ 50.00 =
Boiler >100Btu/h 3-15hp x $ 15.00 =
Boiler >500Btu/h 15-30hp x $ 25.00 =
Diffusers x $ 15.00 =
Dryer Ducting x $ 15.00 =
Ductwork (drawings required) x $ 25.00 =
Evaporative Coolers x $ 15.00 =
Exhaust/Ventilation Fans x $ 15.00 =
Fireplace/Insert/Stove x $ 15.00 =
Forced Air Heat ≤100 Btu/h x $ 15.00 =
Forced Air Heat >100 Btu/h x $ 25.00 =
Gas Clothes Dryer x $ 15.00 =
Gas Fired AC ≤100 Btu/h x $ 15.00 =
Gas Fired AC >100 Btu/h x $ 25.00 =
Gas Fired AC > 500 Btu/h x $ 50.00 =
Gas Piping ≤ 5 units x $ 15.00 =
Gas Piping > 5 units (plus <5 units) x $ 2.00 =
Heat Exchangers x $ 15.00 =
Heat Pump-Condensing Unit x $ 25.00 =
Hot Water Heat Coils x $ 15.00 =
Miscellaneous Appliance - regulated by $ 15.00
x =
mechanical code, not otherwise specified
Pkg. Units ≤100btu x $ 25.00 =
Pkg. Units >100btu x $50.00 =
Range/Cook top-Gas Fired x $ 15.00 =
Refrigeration Unit ≤100Btu/h x $ 15.00 =
Refrigeration Unit >100Btu/h x $ 25.00 =
Refrigeration. Unit >500Btu/h x $ 50.00 =
Re-inspection fee x $ 75.00 =
Residential Range Hood x $ 15.00 =
Unit Heaters ≤ 100 Btu/h x $ 15.00 =
Unit Heaters >100 Btu/h x $ 25.00 =
VAV Boxes (Variable Air Volume, part of air $ 10.00
x =
conditioning system)
Wall Heaters - Gas Fired x $ 25.00 =
Water Heater - Gas Fired x $ 25.00 =
Permit Fee
Inspection Fee $75.00
Processing/Technology Fee $25.00
Total
REV03.2022 Page 3 of 6
RESIDENTIAL BUILDING
GAS PIPING INFORMATION ï² Not Applicable
Proposed Piping Material: ï² CSST ï² Brass ï² Galvanized Steel ï² Black Steel ï² Other _______________
Proposed Piping Size: ï² Â½â€ ï² â…â€ ï² Â¾â€ ï² 1â€ ï² 1Â½â€ ï² 2â€
Distance from Meter to furthest Appliance: Total BTU’s of all Appliances:
PRESSURE PIPING SCHEMATIC
COMPLETE FOR GAS PIPING ONLY – USE A SEPARATE SHEET, IF NECESSARY
ï² SCHEMATIC IS TO SCALE ï² SCHEMATIC NOT TO SCALE
Show Pipe Size(s) and Length(s) from meter to all appliances
NOTE: Any interior pressure regulators must be indicated
REV03.2022 Page 4 of 6
RESIDENTIAL BUILDING
PLUMBING SYSTEM INFORMATION ï² Not Applicable
Type of Permit: ï² New Installation ï² Addition/Alteration/Repair
Plumbing Contractor: Office No.:
Email Address: Cell No.:
Mailing Address: City: State: Zip:
L&I Contractor License Number: Expiration Date:
• All hose bibs required to be equipped with Atmospheric Vacuum Breakers per ASSE 1019
• All water supplies at 80psi or greater shall have Pressure Reducing Valves (PRV)
• Cross-Connection-Control may be required
Proposed Interior Water Piping Size: ï²Â½â€ ï² â…â€ ï² Â¾â€ ï² 1â€
ï² CPVC ï²Brass ï²PEX-AL-PEX ï²PEX
Proposed Interior Piping Material:
ï²Copper ï²Galvanized Steel ï²Other _______________________
Proposed Exterior Water Piping Size: ï²Â½â€ ï² â…â€ ï² Â¾â€ ï² 1â€ ï² 1Â½â€ ï² 2â€
ï² PVC ï²Copper ï²PEX-AL-PEX ï²PEX-AL-PE
Proposed Exterior Piping Material:
ï² PE ï²PEX ï²Other
ï²Schedule 40 ABS DWV ï²Copper ï²Galvanized Steel ï² Cast Iron
Proposed Drain-Waste-Vent (DWV)
Material:
ï²Schedule 40 PVC DWV ï²Brass ï²Other: ________________________________
Proposed Drain-Waste-Vent (DWV)
ï²Â½â€ ï² â…â€ ï² Â¾â€ ï² 1â€ ï² 1Â½â€ ï² 2â€ ï² 3†ï²4â€
Piping Size:
PLUMBING PERMIT FEES (per fixture)
Type of Fixture No. of Fixtures Cost per Fixture Subtotal
Additional Plan Review fees x $ 75.00 =
Alteration/repair piping x $ 15.00 =
Backflow Assembly x $25.00 =
Base Plumbing Fee 1 x $ 25.00 = $25.00
Bath/Shower Combo x $ 15.00 =
Building Main Waste x $ 25.00 =
Clothes Washer x $ 15.00 =
Dishwasher x $ 15.00 =
Floor Drains x $ 15.00 =
Grease Interceptor x $ 75.00 =
Grease Trap x $ 25.00 =
Hose Bibb x $ 15.00 =
REV03.2022 Page 5 of 6
RESIDENTIAL BUILDING
PLUMBING PERMIT FEES (per fixture)
Icemaker/Refrigerator x $ 15.00 =
Irrigation – per meter x $ 25.00 =
Kitchen Sink & Disposal x $ 15.00 =
Laundry Tray x $ 15.00 =
Lavatory x $ 15.00 =
Miscellaneous – regulated by plumbing code, not x $ 15.00 =
otherwise specified
Re-inspection Fee x $ 75.00 =
Roof Drains x $ 15.00 =
Shower (only) x $ 15.00 =
Sink (bar, service, etc.) x $ 15.00 =
Toilets x $ 15.00 =
Urinal x $ 15.00 =
Vacuum Breakers x $ 25.00 =
Water Heater x $ 25.00 =
MODEL NO.:
Water Heater – Tankless x $ 25.00 =
MODEL NO.:
Permit Fee
Inspection Fee $75.00
Processing/Technology Fee $25.00
Total
I hereby certify that I am the Owner Architect Engineer Contractor and authorized to sign this
application and that the above information is correct and construction on, and the occupancy and the use of the above-
described property will be in accordance with the laws, rules and regulation of the State of Washington, and the City of
Arlington.
Signature Print Name Date
REV03.2022 Page 6 of 6
LIST OF DRAWINGS
Sheet
Number Sheet Name Current Revision 309 S DUNHAM AVE ADDITION
A0.0 COVER PAGE
A0.1 GENERAL NOTES
A0.2 NOTES & SCHEDULES
A1.1 SITE PLAN
A2.0 REMODEL/ADDITION FLOOR PLANS
A2.1 ELECTRICAL & MECHANICAL
A2.2 ROOF PLAN
A3.0 DEMOLITION PLAN
A3.1 FOUNDATION & FRAMING PLAN
A4.0 ELEVATIONS
A4.1 ELEVATIONS AND SECTIONS
A4.2 WALL SECTIONS AND STAIRS
A5.0 3D EXTERIOR
A5.1 3D EXTERIOR
A5.2 3D INTERIOR
VICINTY MAP PROJECT TEAM PROJECT INFORMATION
PROJECT NAME: TONY AND HEIDI SMITH
OWNER: TAX ID #: 00538300201300
TONY AND HEIDI SMITH LOCATION: 309 S DUNHAM AVE
309 S DUNHAM AVE ARLINGTON, WA 98223
ARLINGTON, WA 98223 PROJECT #: NOT ASSIGNED
OTHER PERMITS: NONE
DESIGNER/APPLICANT: ZONE: OLD TOWN RESIDENTIAL DISTRICT
GARRETT CHARLSON LOT SIZE: .21 ACRES OR 9147SF
SNOVALLEY COTTAGES USE: SINGLE FAMILY RESIDENTIAL
PO BOX 754 PROJECT DESCRIPTION: REMODEL AND ADDITION OF EXISTING SFR, ADDITION
DUVALL, WA 98019 TO REAR OF HOUSE AND FRONT PORCH, BEDROOM
p425.518.0036 COUNT TO REMAIN THE SAME Date Copyright 2020 Sno Valley Cottages,
LLC All rights reserved.
LEGAL DESCRIPTION: PALMER ADD TO ARLINGTON BLK 002 D-00- ALL LOTS
No.
GEOTECHNICAL ENGINEER: 13 & 14
N/A
STRUCTURAL ENGINEER:
COLIN ANYAN
VIRTUS ENGINEERING
SPRINKLERS: N/A
PO BOX 30351
ECA: N/A
SPOKANE, WA 99223 Issue Date
SEPTIC: N/A - CITY SEWER
p509.220.8766
LAND USE CODE COMPLIANCE
ZONE: OLD TOWN RESIDENTIAL DISTRICT (OTRD) COVER PAGE
Drawn by:Author
IMPERVIOUS COVERAGE:
LOT AREA: 9147 SF
EXISTING SFR (OVERHANGS): 1597 SF Scale:
EXISTING GARAGE (OVERHANGS): 616 SF
EXISTING DRIVEWAY HARDSCAPE : 528 SF
EXISTING WALKWAY HARDSCAPE : 150 SF
ALLOWED LOT COVERAGE - NOT DEFINED:
EXISTING LOT COVERAGE: 2891 SF
NEW PROPOSED ADDITION (OVERHANGS): 767 SF
NEW TOTAL LOT COVERAGE: 2891 SF + 767 SF = 3658SF
REQ. SETBACKS:
FRONT (STREET): AVERAGE TO ADJACENT LOTS CALC-NORTH 6.76' SOUTH
SIDES (INTERIOR): 7.36, AVG. 7.06'
REAR: 5 FEET
5 FEET
HEIGHT LIMIT:
BASE HEIGHT: 24' MAX TO EAVE ARLINGTON, WA
309 S DUNHAM AVE
PROPOSED MAX. BUILDING HEIGHT: 9' TO EAVE AND 15' TO RIDGE
309 S DUNHAM AVE ADDITION
Job No.: 23-15
A0.0
GENERAL DESIGN NOTES WSEC ENERGY NOTES MECHANICAL NOTES PLUMBING NOTES
1. COMPLY WITH CITY OF ARLINGTON CODES, 2021 IRC (INTERNATIONAL RESIDENTIAL CODE), 2021 WSEC ENERGY NOTES
1. ALL PLUMBING WORK IS TO BE BIDDER
DESIGNED AND SHALL COMPLY WITH ALL
WASHINGTON STATE ENERGY CODE, AND ALL APPLICABLE CODES AND ORDINANCES OF THE LOCAL 1. DESIGN TEMPERATURE: 49 DEGREES (70 INDOOR-21 OUTDOOR) 1. ALL MECHANICAL WORK TO BE BIDDER
DESIGNED AND SHALL COMPLY WITH ALL APPLICABLE APPLICABLE CODES AND ORDINANCES.
JURISDICTION AND THE STATE OF WASHINGTON. CODE: 2021 WASHINGTON STATE ENERGY CODE COMPLIANCE: USER DEFINED BASELINE- CODES.
ADDITION/REMODEL/ALTERATION OF EXISTING
2. PROVIDE PRESSURE RELIEF VALVE
FOR HOT WATER TANK. DRAIN TO THE OUTSIDE OF
2. DO NOT SCALE DRAWINGS. USE GIVEN DIMENSIONS, REFER TO DETAILS FOR LOCATION OF ITEMS NOT 2. THE MECHANICAL WORK MUST ADHERE TO THE REQUIREMENTS OF THE DESIGN DRAWINGS. THE BUILDING
WITH DRAIN END NOT MORE THAN 2 FEET NOR LESS THAN 6 INCHES
DIMENSIONED ON PLANS, VERIFY UNKNOWN DIMENSIONS WITH DESIGNER.
FROM THE GROUND, POINTING DOWN.
BASELINE INSULATION AND FENESTRATION PROVIDED 3. VENTILATION SHALL BE IN CONFORMANCE WITH WAC 51-11 AND WAC 51-13, 2021 IRC CHAPTER
3. IT IS THE RESPONSIBILITY OF CONTRACTOR TO DO DUE DILIGENCE RELATED TO EXISTING SITE EXISTING STRUCTURE 15, TABLES M1507.4 AND M1507.3.3(1). 3. HOT WATER HEATERS SHALL BE ELEVATED
PER 2021 IRC P2801.6.
CONDITIONS PRIOR TO SUBMITTING PLANS FOR BID.
WINDOW U FACTOR 0.40 (ESTIMATED) .30 4. HOT WATER TANKS SHALL BE STRAPPED
OR ANCHORED AT POINTS WITHIN THE UPPER
4. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION, WHERE CONDITIONS ARE NOT
1/3 AND LOWER 1/3 TO RESIST
EARTHQUAKE MOTION.
SPECIFICALLY INDICATED BUT ARE OF SIMILAR CONSTRUCTION OF THOSE SHOWN, SIMILAR DETAILS CAN SKYLIGHT U FACTOR .50 .30
BE USED SUBJECT TO REVIEW AND APPROVAL OF DESIGNER AND STRUCTURAL ENGINEER.
5. PROVIDE AN APPROVED BACK-FLOW
DEVICE AT ALL HOSE BIBS.
GLAZED FENESTRATION SHGC N/A N/A RATED ASSEMBLIES - N/A
5. ALL WOOD FRAMING DETAILS NOT SHOWN SHALL BE CONSTRUCTED PER THE MINIMUM STANDARDS SET
6. ADDITIONAL NOTES LOCATED ON
ELECTRICAL MECHANICAL PLAN SHEETS.
FORTH IN THE 2021 IRC. CEILING R-19 R-49 FLAT R-30 VAULT
6. VERIFY ALL ROUGH-IN DIMENSIONS FOR EQUIPMENT PROVIDED IN THIS CONTRACT OR BY OTHERS. ALL ABOVE GRADE WALL R-13 R-13 OLD AND R21+R6.6Ci NEW ELECTRICAL NOTES
ROUGH-INS SHALL BE APPROVED AND FIREBLOCKING SHALL BE INSTALLED PRIOR TO FRAMING
INSPECTION. BELOW GRADE WALL NOT INSULATED R13 + R5Ci
1. ALL ELECTRICAL WORK IS TO BE
BIDDER DESIGNED AND SHALL COMPLY WITH ALL APPLICABLE
7. BUILDING SYSTEMS NOT DETAILED SHALL BE INSTALLED PER MANUFACTURERS REQUIREMENTS. NOTIFY FLOORS NOT INSULATED R-30 CODES AND ORDINANCES. INCLUDED
ELECTRICAL PLAN IS FOR LAYOUT AND DESIGN
DESIGNER OF ANY CONFLICTS. REFERENCE, ALL LOCATIONS TO
BE FIELD VERIFIED WITH CONTRACTOR AND/OR OWNER PRIOR
SLAB ON GRADE NOT INSULATED NOT INSULATED TO INSTALLATION.
8. PLUMBING AND MECHANICAL DRAWINGS ARE SUPPLEMENTARY TO THE TO THE DESIGN DRAWINGS. IT IS
THE RESPONSIBILITY OF EACH OF THE CONTRACTORS TO THE DESIGN DRAWINGS PRIOR TO INSTALLATION GLAZING AREA UNLIMITED UNLIMITED 2. ADDITIONAL NOTES LOCATED ON
ELECTRICAL AND MECHANICAL PLAN SHEETS.
OF THEIR WORK, ANY CONFLICTS BETWEEN THE TWO SHALL BE BROUGHT TO THE OWNERS ATTENTION IN
WRITING. DOORS .50 (ESTIMATED) .30 VENTILATION NOTES
9. CONTRACTOR TO PROVIDE TEMPORARY BRACING FOR ALL STRUCTURE AND COMPONENTS UNTIL
CONNECTIONS HAVE BEEN MADE.
1. SYSTEM TYPE: WHOLE HOUSE FAN
ON TIMER
10. ALL GLAZING IN HAZARDOUS LOCATIONS, DEFINED BY THE 2021 IRC R308.4, SHALL BE SAFETY GLAZING
IDENTIFIED IN THE FLOOR PLANS AND GLAZING SCHEDULE. 2. SPECIFICS: SEE MECHANICAL PLANS,
SHEET A2.1
11. PROVIDE FOOTING BEARING PER GEOTECHNICAL ENGINEER RECOMMENDATIONS. WSEC ENERGY CREDIT NOTES 3. ADDITIONAL NOTES LOCATED ON
FLOOR PLAN SHEETS
12. "FINISH FLOOR" REFERS TO:
• THE TOP OF SLAB AT BASEMENT CREDIT REQUIREMENTS PER R406.3 DWELLING SIZE: ADDITIONS 150-500SF CREDITS REQUIRED: 2
• TOP OF FLOOR SHEATHING AT MAIN FLOOR CREDITS PROVIDED: 3
• TOP OF SHEATHING AT UPPER FLOOR
(3 CREDITS) HEATING OPTION 4
13. VERIFY SIZE AND LOCATION OF AND PROVIDE ALL OPENINGS THROUGH FLOORS AND WALLS, FURRING, VARIABLE REFRIGERANT HEAT PUMP OR AIR-TO-WATER HEAT PUMP DEFERRED SUBMITTALS
ANCHORS, INSERTS, ROUGH BUCKS AND BACKING FOR SURFACE MOUNTED ITEMS.
FOR HEATING SYSTEM USING A HEAT PUMP THAT MEETS FEDERAL STANDARDS FOR THE
14. PROVIDE FURRING AS REQUIRED TO CONCEAL MECHANICAL AND ELECTRICAL WORK IN ALL FINISHED EQUIPMENT LISTED IN TABLE C403.3.2(2) OR TABLE C403.3.2(9) OR AIR TO WATER HEAT
AREAS. PUMP UNITS THAT ARE CONFIGURED TO PROVIDE BOTH HEATING AND COOLING AND ARE RATED IN 1. HEAT PUMP SPECIFICATIONS
ACCORDANCE WITH AHRI 550/590 2. TRUSS DRAWINGS IF APPLICABLE
15. UNLESS OTHERWISE NOTED, ALL PLAN DIMENSIONS ARE TO FACE OF STUD OR FACE OF CONCRETE.
16. EXTERIOR WALLS SHALL BE 2X6 STUDS AT 24" O.C. AND INTERIOR WALLS SHALL BE 2X4 STUDS AT 24" TOTAL CREDITS: 3
O.C., UNLESS NOTED OTHERWISE.
17. ALL SWINGING DOORS NOT LOCATED BY DIMENSIONS ON PLANS, INTERIOR ELEVATIONS, OR DETAILS
SHALL BE 4-1/2" FROM FACE OF STUD TO EDGE OF ROUGH OPENINGS OR CENTERED BETWEEN ROOM
PARTITIONS AS SHOWN.
18. PLANS ARE DRAWN ASSUMING THE FOLLOWING ROUGH OPENINGS: EXTERIOR DOOR WIDTH: NOMINAL
SIZE + 2" (VERIFY WITH DESIGNER) WINDOW WIDTH: NOMINAL SIZE + 0" (VERIFY WITH DESIGNER)
WINDOW HEIGHT: NOMINAL SIZE + 0" (VERIFY WITH DESIGNER) INTERIOR SWINGING DOORS: NOMINAL SIZE
Date Copyright 2020 Sno Valley Cottages, LLC
All rights reserved.
+2". INTERIOR POCKET DOORS: PANEL SIZE + 1" BI-PASS DOORS: NOMINAL SIZE +0".
19. REFER TO CABINET DESIGNER PLANS FOR CABINET AND COUNTER LENGTHS, DIMENSIONS,
No.
COUNTERTOP MATERIALS AND DETAIL REFERENCE. VERIFY ALL EXISTING DIMENSIONS BEFORE ORDERING
AND PRIOR TO INSTALLATION.
20. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR EXPOSED TO THE WEATHER SHALL BE PRESSURE
TREATED WITH AN APPROVED PRESERVATIVE OR DECAY RESISTANT NATURALLY DURABLE WOOD.
FASTENERS FOR PT MATERIALS SHALL BE HOT DIPPED GALVANIZED STEEL, STAINLESS STEEL SILICON
BRONZE COPPER OR APPROVED FASTENER FOR PRESSURE TREATED CONTACT.
21. ALL WOOD LESS THAN 8" FROM THE GROUND OR 2" FROM EXTERIOR CONCRETE (SLABS, STEPS, AND
SIMILAR HORIZONTAL SURFACES) AND EXPOSED TO WEATHER SHALL BE NATURALLY DURABLE OR
PRESSURE TREATED PER 2021 IRC R317.
22. PROVIDE FIRE BLOCKING VERTICALLY AT CEILING AND FLOOR LEVELS AND HORIZONTALLY AT
INTERVALS NOT TO EXCEED 10 FEET AD AS REQUIRED FOR CONCEALED SPACES PER 2021 IRC R302.11 AND
R302.12.
Issue Date
23. ALL EMERGENCY ESCAPES AND RESCUE OPENINGS SHALL MEET THE REQUIREMENTS OF 2021 IRC
R310.
24. ROOF VENTILATION SHALL MEET THE REQUIREMENTS OF 2021 IRC R806.
25. WEATHER PROOFING SHALL MEET THE REQUIREMENTS OF 2021 IRC R903.
26. GUARDRAILS AND OPEN RAILINGS SHALL MEET THE REQUIREMENTS OF 2021 IRC R312.
GENERAL NOTESDrawn by:Author
GEOTECHNICAL NOTES
1. REPORT NOT REQUIRED
Scale:
12" = 1'-0"
ARLINGTON, WA
309 S DUNHAM AVE
309 S DUNHAM AVE ADDITION
Job No.: 23-15
A0.1
ROOMS SCHEDULE ALL NOTES PROJECT
LEGEND(S)
ROOM NAME AREA COMMENTS NO. DESCRIPTION View Type Count
(N) BEDROOM 2 123 SF 1 (N) ASPHALT ROOF ELEVATION 2 GENERAL SYMBOLS
WALL ASSEMBLIES
(N) BATH 47 SF 2 WRAP POSTS IN PWW ELEVATION 3
2X4 INTERIOR WALL
(N) DINING 196 SF 3 HARDIE LAP SIDING-8" REVEAL, VERIFY WITH OWNER ELEVATION 3
• 1/2 GYPSUM
(N) KITCHEN 252 SF 4 TREX DECK FASCIA ELEVATION 3 1 PLAN NOTE
W1 • 2X4" DF
(N) BONUS ROOM 564 SF 5 1X6 PWW TRIM OR HARDIE TRIM ELEVATION 1
• 1/2 GYPSUM
SPOT ELEVATION
(N) BATH 43 SF 6 (N) 5" GUTTER ELEVATION 1
• INSULATE AROUND
CL. 24 SF CLOSET, TYP. 7 TREX DECKING OR EQUIV. ELEVATION 2
BATHROOMS & BEDROOMS
E E ELECTRIC
(N) MECH. 57 SF 8 1X10 PWW TRIM OR HARDIE TRIM ELEVATION 1
2X6 INTERIOR WALL
(N) OFFICE 47 SF 1 EXISTING SEWER ~5' ABOVE FFE FLOOR PLAN 1 W W WATER
• 1/2 GYPSUM
(N) BEDROOM 3 80 SF 2 EXISTING ELECTRICAL PANEL-150 AMP, UPGRADE TO 200 AMP FLOOR PLAN 1
W2 • 2X6" DF
DS
• 1/2 GYPSUM
(N) STORAGE 54 SF 1 VENT HOOD MIN. 100CFM MEP 1 DOWNSPOUT
• INSULATE AROUND
CL. 13 SF CLOSET, TYP. 2 BATHROOM EXHAUST FAN MIN. 50CFM MEP 2
BATHROOMS & BEDROOMS
LINEN 4 SF 3 PANASONIC WHISPER 50/80/110 ON TIMER MEP 1 HD HEAT DETECTOR
2X4 EXTERIOR WALL R-15:
(E) MASTER BEDROOM 135 SF 4 RHEEM PROTERRA-INTAKE AND EXHAUST TO EXTERIOR MEP 1
• 1/2 GYPSUM
(N) BATHROOM 36 SF 5 MITSUBISHI HYPERHEAT HEAT PUMP MEP 1 S/CM SMOKE/CO2 DETECTOR
• 2X4" DF
W3
CL. 12 SF CLOSET, TYP. 6 MITSUBISHI AIR HANDLER IN MECH. MEP 1
• BLOWN IN CELLULOSE OR BATT R-15
SHOWER/TOILET 34 SF 1 SOLAR READY ZONE ROOF 1
• SIDING PER OWNER SPEC.
(N) GREAT ROOM 478 SF 2 DOWNSPOUT TO TIGHTLINE TO DRYWELL ROOF 2
2199 SF 3 30-YEAR ASPHALT ROOF ROOF 1
Grand total: 18 2199 SF 4 DOWNSPOUT TO TIGHTLINE TO RAIN GARDEN OR SWALE ROOF 3
2X6 EXTERIOR WALL R-26:
5 OVERFRAME ROOF 4
• 1/2 GYPSUM
OVER EXISTING
W4 • 2X6" DF
ROOF PER STRUC. SITE PLAN LEGEND
• BLOWN IN CELLULOSE OR BATT R-20
OVERFRAME OVER EXISTING ROOF PER STRUC.
• 1 1/2" ZIP R-SHEATHING R-6
DOOR SCHEDULE
• SIDING PER OWNER SPEC.
DOOR ROOM DOOR
NO. DISTURBED AREA -
2x4 BASEMENT WALL:
TYPE FROM TO HEIGHT WIDTHAREA Phase Created
• NO WATERPROOF COATING ON CONCRETE
C104 - STAKE & WIRE
FENCING • 2" RIGID EPS FOAM
BASEMENT FF
W5
• 2X4 STUD WALL W/ MINERAL WOOL INSUL. R-15
SOLID CORE INTERIOR (N) BONUS (N) BONUS ROOM 80" 30" 17 SF Existing C233 SILT FENCE OR
MULCH BERM • 1/2" GYPSUM
DEMO
ROOM
DS
• NON-PVA WALL PRIMER
SOLID CORE INTERIOR (N) BONUS (N) BONUS ROOM 80" 30" 17 SF Existing DOWNSPOUT
• LOW OR NO VOC LATEX PAINT
DEMO
ROOM
D19 SOLID CORE INTERIOR (N) MECH. (N) BONUS ROOM 80" 30" 17 SF New 1 PLAN NOTE
(E) BASEMENT WALL:
SOLID CORE INTERIOR (N) BONUS (N) STORAGE 80" 28" 16 SF New
W6 • 6" POURED CONCRETE WALL
D16 SPOT ELEVATION
ROOM
SOLID CORE INTERIOR (N) BONUS (N) OFFICE 80" 30" 17 SF New E E
D20 ELECTRIC
ROOM
SOLID CORE INTERIOR (N) BONUS (N) BEDROOM 3 80" 30" 17 SF New W W WATER
D18
ROOM
FLOOR ASSEMBLIES
D17 SOLID CORE INTERIOR LINEN (N) BONUS ROOM 80" 20" 11 SF New
D21 BI-PASS CLOSET CL. (N) BEDROOM 3 80" 60" 33 SF New
EXISTING SLAB ON GRADE CONDITIONED:
• 4" CONCRETE
SOLID CORE INTERIOR (N) BONUS (N) BONUS ROOM 80" 30" 17 SF New
D15 MEP LEGEND
• APPLY SELF LEVELER, PREP PER MANUF.
ROOM
RECOMMENDATIONS
D14 SOLID CORE INTERIOR CL. (N) BONUS ROOM 80" 34" 19 SF New
FL1 • UNDERSLAB CONDITIONS UNKNOWN
D13 SOLID CORE INTERIOR (N) BATH (N) BONUS ROOM 80" 30" 17 SF New CEILING LIGHT
• RECOMMENDED NO CARPET AT BASEMENT
196 SF
• INSTALL VAPOR RETARDER UNDER FLOORING
MAIN LEVEL
DEMO SOLID CORE INTERIOR (N) GREAT ROOM (N) GREAT ROOM 80" 24" 13 SF Existing WALL LIGHT
FLOOR OVER CRAWLSPACE:
DEMO SOLID CORE INTERIOR (N) GREAT ROOM CL. 80" 28" 16 SF Existing
• FINISH FLOORING PER OWNER SPEC. Date Copyright 2020 Sno Valley Cottages, LLC
All rights reserved.
FL2
• 3/4 T&G FLOOR SHEATHING
SOLID CORE INTERIOR (N) GREAT ROOM (E) MASTER 80" 30" 17 SF Existing CAN LIGHT
• 11 7/8 TJI
D8
BEDROOM
• BATT INSULATION R-30 No.
DEMO BI-PASS CLOSET (N) BEDROOM 2 (N) BEDROOM 2 80" 60" 33 SF Existing
• VENTED CRAWLSPACE
BI-PASS CLOSET (E) MASTER 80" 72" 40 SF Existing SIGLE OUTLET
• 10MIL VAPOR BARRIER OVER GROUND
D9
BEDROOM
DEMO SOLID CORE INTERIOR (N) GREAT ROOM (N) GREAT ROOM 80" 30" 17 SF Existing DUPLEX OUTLET
FLOOR OVER CONDITIONED:
• FINISH FLOORING PER OWNER SPEC.
DEMO SOLID CORE INTERIOR (N) GREAT ROOM (N) BEDROOM 2 80" 30" 17 SF Existing
FL3
• 3/4 T&G FLOOR SHEATHING
SWITCH
DEMO SOLID CORE INTERIOR SHOWER/TOILET (N) BEDROOM 2 80" 24" 13 SF Existing
• 2X8 ROUGH SAWN FLOOR JOISTS
D6 SOLID CORE INTERIOR (N) GREAT ROOM (N) BEDROOM 2 80" 30" 17 SF Existing
• 5/8 GYPSUM
3 SWITCH - 3 WAY
D1 EXTERIOR INSULATED (N) GREAT ROOM 80" 36" 20 SF New
D7 SOLID CORE INTERIOR (N) GREAT ROOM (N) GREAT ROOM 80" 30" 17 SF New
EXTERIOR PATIO FULL (N) DINING 80" 72" 40 SF New R OUTLET 220V SEE SPECIFIC
EQUIPMENT
D3 SPEC. IF AVAIL.
LITE
ROOF ASSEMBLIES
EXTERIOR PATIO FULL (N) DINING 80" 72" 40 SF New FLOOR OUTLET
D2
LITE
D11 POCKET DOOR SHOWER/TOILET (N) BATHROOM 80" 30" 17 SF New HRVB HRV BOOSTER SWITCH
VENTED ROOF R-38: Issue Date
D4 SOLID CORE INTERIOR (N) GREAT ROOM (N) BATH 80" 30" 17 SF New
• 30-YEAR ASPHALT ROOFING
D10 BI-PASS CLOSET (N) BATHROOM CL. 80" 60" 33 SF New
• WRB WATER-30# TAR PAPER
PLUMBING WALL (VERIFY FIXTURE
R1
D12 BI-PASS CLOSET (N) BEDROOM 2 80" 60" 33 SF New LOCATION WITH CABINETRY &/OR
• 1/2" PLYWOOD SHEATHING
D5 SOLID CORE INTERIOR (N) GREAT ROOM 80" 32" 18 SF New PRODUCT SPEC.
• 2X OR LVL RAFTERS PER STRUC.
• VENTED RIDGE
D22 SOLID CORE INTERIOR (N) GREAT ROOM (N) BEDROOM 2 80" 30" 17 SF New
• INSULATION TO MIN. R-38 W/BAFFLES
433 SF
• 5/8" GYPSUM
Drawn by:Author
VENTED ROOF OVER UNCONDITIONED: NOTES & SCHEDULES
WINDOW SCHEDULE
• 30-YEAR ASPHALT ROOFING
• WRB WATER-30# TAR PAPER
R2 • 1/2" PLYWOOD SHEATHING
MARK LOCATION STYLE SIZE (W x H) AREA U-VALUE UA SILL HEIGHT TEMPERED COMMENTS
ROOF PLAN LEGEND
• 2X OR LVL RAFTERS PER STRUC.
• VENTED RIDGE
F1 (N) DINING CASEMENT 2'-6" x 4'-6" 11 0.3 3.375 2'-2" YES
• SOFFIT-T AND G PINE OR EQUIV.
F2 (N) DINING CASEMENT 2'-6" x 4'-6" 11 0.3 3.375 2'-2" YES GUTTER (DOUBLE LINE)
• EXTERIOR GRADE PAINT OR STAIN Scale:
F3 (N) KITCHEN CASEMENT 2'-0" x 3'-6" 7 0.3 2.100 3'-0" VENT-FIXED-VENT
1/8" = 1'-0"
F4 (N) KITCHEN FIXED 4'-0" x 3'-6" 14 0.3 4.200 3'-0" VENT-FIXED-VENT DOWNSPOUT LOCATION
DS
F5 (N) KITCHEN CASEMENT 2'-0" x 3'-6" 7 0.3 2.100 3'-0" VENT-FIXED-VENT
F6 (N) GREAT ROOM FIXED 2'-6" x 4'-6" 11 0.3 3.375 2'-6"
SOLAR READY AREA
F7 (N) GREAT ROOM CASEMENT 2'-6" x 4'-6" 11 0.3 3.375 2'-6" VENT-FIXED-VENT
F8 (N) GREAT ROOM FIXED 2'-6" x 4'-6" 11 0.3 3.375 2'-6" VENT-FIXED-VENT
BUILDING OUTLINE
F9 (N) GREAT ROOM CASEMENT 2'-6" x 4'-6" 11 0.3 3.375 2'-6" VENT-FIXED-VENT
F10 (N) GREAT ROOM CASEMENT 2'-6" x 4'-6" 11 0.3 3.375 2'-6" VENT-FIXED-VENT
F11 (N) GREAT ROOM FIXED 2'-6" x 4'-6" 11 0.3 3.375 2'-6" VENT-FIXED-VENT
F12 (N) GREAT ROOM CASEMENT 2'-6" x 4'-6" 11 0.3 3.375 2'-6" VENT-FIXED-VENT
F13 (N) GREAT ROOM FIXED 1'-6" x 5'-0" 8 0.3 2.250 1'-8" YES
F14 (N) BATH AWNING 3'-0" x 1'-6" 5 0.3 1.350 5'-6" YES VENT-FIXED-VENT
F15 (N) BEDROOM 2 CASEMENT 2'-6" x 4'-6" 11 0.3 3.375 2'-6" VENT-FIXED-VENT
F16 (N) BEDROOM 2 FIXED 2'-6" x 4'-6" 11 0.3 3.375 2'-6" VENT-FIXED-VENT
F17 (N) BEDROOM 2 CASEMENT 2'-6" x 4'-6" 11 0.3 3.375 2'-6" EGRESS
F18 (N) BEDROOM 2 FIXED 2'-6" x 4'-6" 11 0.3 3.375 2'-6" FIXED-FIXED
F19 (N) BEDROOM 2 FIXED 2'-6" x 4'-6" 11 0.3 3.375 2'-6" FIXED-FIXED
F20 SHOWER/TOILET CASEMENT 2'-0" x 3'-6" 7 0.3 2.100 3'-6" YES
F21 (E) MASTER CASEMENT 2'-6" x 4'-6" 11 0.3 3.375 2'-6" EGRESS
BEDROOM
F22 (E) MASTER SLIDER 5'-0" x 3'-6" 18 0.3 5.250 3'-5 1/2" EGRESS
BEDROOM
F23 (N) BEDROOM 3 CASEMENT 3'-0" x 3'-0" 9 0.3 2.700 3'-8" EGRESS
F24 (N) OFFICE AWNING 3'-0" x 1'-6" 5 0.3 1.350 5'-7"
309 S DUNHAM AVEARLINGTON, WA
F25 (N) BONUS ROOM AWNING 3'-0" x 1'-6" 5 0.3 1.350 5'-7"
TOTAL: 25 251 75.375
309 S DUNHAM AVE ADDITION
Job No.: 23-15
A0.2
POWER POLE
ALLEYWAY
76'-0"
12'-0"
VICINTY MAP
5'-0" SIDE YARD SETBACK 41'-7 5/8" TO PL 5'-0" REAR YARD SETBACK
5'-0" SIDE YARD SETBACK
OVERHEAD POWER LINE
1 9
INTERNAL
ORIGIN (0,0,0) I
3'-0" TO PL
PROPOSED
ADDITION2 34 5 7 8
H
G EXISTING
(E) ELECTRICAL
PROPOSED ADDITION GARAGE METER BASE
120'-0 1/8" TO REMAIN
F
27'-0"
GAS
E
22'-0"
(E) GAS LINE LOCATION
TO METER, METER TO BE REMOVED EXISTING 3'-1 1/4"
PROJECT INFORMATION BY UTILITY, LINE ABANDONED.
3-BED RESIDENCE Date Copyright 2020 Sno Valley Cottages,
LLC All rights reserved.
PROJECT NAME: TONY AND HEIDI SMITH D No.
TAX ID #: 00538300201300 C
LOCATION: 309 S DUNHAM AVE 10'-7 1/2" TO PL FFE = 171.33 20'-6"
ARLINGTON, WA 98223
B
PROJECT #: NOT ASSIGNED 6
OTHER PERMITS: NONE A
ZONE: OLD TOWN RESIDENTIAL DISTRICT 10
8'-2" 41'-0 1/4"
LOT SIZE: .21 ACRES OR 9147SF 6'-1"AA
PROPOSED 7'-0 3/4"
USE: SINGLE FAMILY RESIDENTIAL
EXISTING Issue Date
PROJECT DESCRIPTION: REMODEL AND ADDITION OF EXISTING SFR, ADDITION 14'-1" PROPOSED
PORCH DRIVEWAY
TO REAR OF HOUSE AND FRONT PORCH, BEDROOM 22'-7 1/4" TO PL
(E)WALKWAY
13'-9 1/8" 12'-0"
COUNT TO REMAIN THE SAME 170'-0" 13'-5 1/2" 13'-1 7/8" SITE PLAN
LEGAL DESCRIPTION: PALMER ADD TO ARLINGTON BLK 002 D-00- ALL LOTS 4'-11 3/4"
AVG. SETBACK ADJACENT Drawn by:Author
13 & 14
ADJACENT PARCEL SETBACK TO ROOF OH
ADJACENT PARCEL SETBACK TO ROOF OH
LAND USE CODE COMPLIANCE OLD TOWN RESIDENTIAL DISTRICT (OTRD) (E) SIDEWALK
ZONE: 7'-4"
Scale:
WATER METER LOC. APPROX. SEWER LINE LOC. As indicated
IMPERVIOUS COVERAGE: PER SIDE SEWER AS BUILT
DEPTH ~2' AT HOUSE, 8' AT
PROPERTY LINE ON DUNHAM
LOT AREA: 9147 SF 18'-0"
EXISTING SFR (OVERHANGS): 1597 SF SOUTH DUNHAM AVE
EXISTING GARAGE (OVERHANGS): 616 SF
EXISTING DRIVEWAY HARDSCAPE : 528 SF NORTH
EXISTING WALKWAY HARDSCAPE : 150 SF 36'-0"
ALLOWED LOT COVERAGE - NOT DEFINED:
EXISTING LOT COVERAGE: 2891 SF
NEW PROPOSED ADDITION (OVERHANGS): 767 SF
NEW TOTAL LOT COVERAGE: 2891 SF + 767 SF = 3658SF
1 SITE PLAN
REQ. SETBACKS: A4.0 1" = 10'-0"
FRONT (STREET): AVERAGE TO ADJACENT LOTS CALC-NORTH 6.76' SOUTH
SIDES (INTERIOR): 7.36, AVG. 7.06' ARLINGTON, WA
309 S DUNHAM AVE
REAR: 5 FEET SITE PLAN KEY NOTES SITE PLAN LEGEND
EXPOSED SOILS SHALL BE WORKED DURING THE WEEK
5 FEET NO. DESCRIPTION UNTIL THEY HAVE BEEN STABILIZED. SOIL STOCKPILES
HEIGHT LIMIT: WILL BE LOCATED WITHIN THE DISTURBED AREA
SHOWN ON THE SWPPP. SOIL EXCAVATED FOR THE DISTURBED AREA - 309 S DUNHAM AVE ADDITION
BASE HEIGHT: 24' MAX TO EAVE FOUNDATION WILL BE BACKFILLED AGAINST THE
C104 - STAKE & WIRE FENCING
PROPOSED MAX. BUILDING HEIGHT: 9' TO EAVE AND 15' TO RIDGE FOUNDATION AND GRADED TO DRAIN AWAY FROM THE
BUILDING. NO SOILS SHALL REMAIN EXPOSED AND C233 SILT FENCE OR MULCH BERM
UNWORKED FOR MORE THAN 2 DAYS FROM OCT. 1 TO DS
APR. 30. ONCE THE DISTURBED LANDSCAPES ARE DOWNSPOUT
GRADED, THE GRASS AREAS WILL BE RESEEDED OR 1 PLAN NOTE
SODDED. ALL STOCKPILES WILL BE COVERED WITH Job No.: 23-15
PLASTIC OR BURLAP IF LEFT UNWORKED. SPOT ELEVATION
E E ELECTRIC
W W WATER A1.1
28'-0 1/2"
_______2
14'-0 1/4" 14'-0 1/4"
A4.0 10
1 2 2 3 4 5 6 7 8 9 10
_______
A4.1
1 3 4 5 7 8 9
H DIM. TO CL OF POST
I
G
(N)GLULAM BEAM ABV.
39'-1 7/8"
COVERED PORCH ADDITION
VAULTED CEILING 4/12 SLOPE
(N) VENTED CRAWLSPACE (N) FOUNDATION, SEE FDN PLAN GUARDRAILS
REQUIRED IF DECK SURFACE
MORE
THAN 30" ABOVE GRADE
2
_______
_______4 A4.1
A4.2
WINDER REQUIRED 12'-9 1/4"
TO MEET HEADROOM (E) FOUNDATION, SEE FDN PLAN
PER CODE-6'-8" MIN. 13'-9 1/4" 14'-3 1/4"
NEW ADDITION 9'-4 3/4" 4'-4 1/2" 2'-7 1/4" 4'-7" 4'-7" 2'-6" 4'-1"
F
DIM. TO
F2 F1
FACE OF 3 DIM. TO
CONC. _______ 9'-4 3/4" 4'-4 1/2"
9'-10 3/8" 2'-5 1/2" 6'-8 1/2" A4.2 9'-3 3/8" 9'-6 1/8" FACE OF D2
_______3 CONC. E
H
A4.0 (E) VENTED CRAWLSPACE
W4
F5 F4 F3
3'-0" W4
4'-0" NEW ADDITION
2
G
= W5 D13 (N) BATH
4'-1" 3'-4"
5'-10 1/4"
(N) BEDROOM 3 3'-1 3/4"D21
DW
DN
5'-0"
CL. (N) STORAGE 5'-3 1/2" (N) DINING
EGRESS REMOVE WINDOW
D3
AND FILL IN WITH
11'-4 1/2"
8'-10 1/2" F23 =
FRAMING ALIGN NEW FRAMING
CONVERT TO EGRESS WINDOW STAIRS:
W4 TO CORNER (E) WALL
SILL AT +44" A.F.F. MAX. 14RISERS 1 3'-9 3/4" (N) KITCHEN
AT 7" 2X4 INTERIOR WALL, TYP. _______ VAULTED CEILING 4/12 SLOPE REMOVE SIDING
A4.1
S LINEN S 13'-1 7/8" WH 1/2" AIR GAP FROM CONCRETE 12'-0" ON EXT. WALL
5'-6 1/4"
2'-0" W3
F22
12'-10 1/8" STAIR OPENING 5'-8 5/8" Range
D18 D17 D16 3'-6"
8'-0 3/8" FULL HEIGHT WALL
F
3'-10"
D19 2 D15 STUB FOR _______3 6'-4 7/8"
S/CM _______ 7'-9 1/8" STAIR OPENING FUTURE SINK A4.2 (E)
WIN. COULD REMAIN
A4.2 1
24'-0" 3'-11 5/8" GRINDER
(N) MECH. 2'-9 7/8" PUMP
STORAGE CL VANITY ABV. _______3 ISLAND 10' X 5' S PANTRY (E) MASTER
BEDROOM
CLOSET
A4.0 DBL OVEN
7'-10 1/8" D 28'-0" Oven
E
ALIGN 8'-1 1/4" D14 CL TOILET ABV.
3'-6"
ALIGN WALL ON CENTER W/POST
28'-0" EXISTING BASEMENT FLUSH INSIDE FACE OF WALL
9'-0 5/8"
OF POST 7'-0" (N) SKYLIGHT OVER
THE STAIRS
TO INSIDE FACE OF BEAM (N)GLULAM
2'-0"
C BEAM ABV. (E) DOOR
OPENING
Refrigerator
CL SHOWER DRAIN ABV. ALTER AS
NEEDED PER DOOR
CL VANITY ABV.
8'-8 1/8" W3 LOCATE WITHIN 3' OF PEAK D9 SELECTION
F21
F24 W5 D20 CL WASHER ABV.
Date Copyright 2020 Sno Valley Cottages, LLC
All rights reserved.
EGRESS
(N) OFFICE (N) BONUS ROOM (N)6X6 POST-BEARING TO CABINETS/COUNTER 4'-0" 3'-3 1/2" 2'-10
1/4" 4'-0 1/8" 2'-4" 2'-6"
F6 (N) WALL BELOW TO FTG.
5'-11 3/8" INSTALL PERMANENT W1
9'-2 3/4" DEHUMIDIFIER IN F25
2'-1 1/2" _______1 No.
CL TOILET ABV. 3'-4 1/2" BASEMENT, DISCHARGE TO S
A4.1
P-TRAP
(N) BATHROOM
13'-4" TO CL OF (E) BEAM AND POSTS D8 CL.
=
B MATCH
CL PLUMBING WALL ABV.
DIM. TO =
D10
CL SHOWER DRAIN ABV. 2'-11" WALL AT +42" A.F.F. D7
FACE OF 15'-6 1/2"
W6 _______2
66" VANITY 5'-11 1/4"
4'-0" CONC. A4.2 DN 4'-9"
= 5'-4"
15'-11 1/4" TO STAIR OPENING CLOSET
3'-10 7/8"
1'-2" MIRROR DIM. ON FIREPLACE CENTER 7'-9 1/8" =
CONFIRM RO WITH POCKET DOOR SPECS (2)2X
FIREPLACE
D11
3 1/2"
D
3'-3 1/2"
SHOWER/TOILET
A MATCH (N) GREAT ROOM
=
FLAT CEILING AT 7' 10-3/4"
EXISTING RESIDENCE
F20
4'-0"
2'-0"
MIRROR DIM. ON FIREPLACE CENTER REBUILD FP AT INTERIOR (N)6x6 POST-BEARING TO METAL RAILING 3'-1" 3'-8 1/4"S/CM SHOWER
4'-3 1/2"
F7 AT +36" A.F.F. 4'
W X 3' D = Issue Date
TO CENTER BEAM BELOW
C
ON BEAMS ABV. AND STAIR D4 D5
S
ADD 2' X 2' SKYLIGHT ABOVE
F8
7'-6"
9'-0 1/2" 30'-1 3/8"
W1
(N) GLULAM BEAM ABV. 42" VANITY
4'-9 7/8"
(N)
BEDROOM 2 F19 Author
F9 4'-2 1/2"4'-2 1/2" 3'-4 1/2"(N) BATH W2 1'-0"
Drawn by:
_______1
D12
5'-0"
A4.0 BENCH/CUBBIES/CABS
9'-7 5/8"
B
2 BASEMENT LEVEL 7'-6"
W3
F18
1/4" = 1'-0" 6'-2 7/8"
A4.0 1'-4 3/8"1'-4 3/8" CLOSET
F10 F11 F12 1'-3 1/2" 4'-5 1/2"2'-10" 2'-2" 2'-4 1/2" 6'-7 7/8"
6'-7 7/8" 4'-9 7/8" REMODEL/ADDITION FLOOR PLANS
3'-1 3/8"
EGRESS Scale:
FLOOR PLAN NOTES D1
As indicated
SMOKE ALARMS AND HEAT DETECTION
A
FRAMING: 2X6 EXTERIOR WALLS REQUIRED LOCATIONS R314.3: FRAMING - DOOR SCH. 1'-6" 3'-0"
7'-6"
SMOKE ALARMS/CARBON MONOXIDE DETECTORS SHALL BE INSTALLED IN:
2X4/6's AT INTERIOR WALLS
UNLESS NOTED OTHERWISE 1. IN EACH SLEEPING ROOM OR SLEEPING LOFT NO. DOOR SIZE HEAD HEIGHT COMMENTS F13 F14 F15
F16 F17 FILL IN 2X4 FRAMING
2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE
BASEMENT FF
AT ALL MODIFIED
SEE STRUCTURAL NOTES FOR STUD SCHEDULE. VICINITY OF THE BEDROOMS. D13 2'-6" 6'-8" 6'-8" COVERED
WINDOW OPENINGS
3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING
CONCEALED SPACES SHALL BE FIRESTOPPED IN BOTH DIRECTIONS AT BASEMENTS AND HABITABLE ATTICS. D14 2'-10" 6'-8" 6'-8" NEW ADDITION PORCH
10" ON CENTER AND AT FLOORS. TYPICAL. 4. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET FROM D15 2'-6" 6'-8" 6'-8"
THE DOOR OR OPENING OF A BATHROOM. D16 2'-4" 6'-8" 6'-8"
ALL ESCAPE OR RESCUE WINDOWS FROM SLEEPING ROOMS SHALL 4. AN ADDITIONAL SMOKE DETECTOR SHALL BE INSTALLED IN EACH
D17 1'-8" 6'-8" 6'-8" DN AA
HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. THE LOCATION WHERE THERE IS A CEILING HEIGHT CHANGE GREATER
D18 2'-6" 6'-8" 6'-8"
MINIMUM CLEAR OPENING HEIGHT DIMENSION SHALL BE 24". MINIMUM THAN 24".
CLEAR OPENING WIDTH DIMENSION SHALL BE 20". SILL HEIGHT SHALL D19 2'-6" 6'-8" 6'-8"
NOT BE MORE THAN 44" ABOVE THE FLOOR. ALTERATIONS, REPAIRS AND ADDITIONS R314.2.2 WHERE ALTERATIONS, D20 2'-6" 6'-8" 6'-8"
REPAIRS OR ADDITIONS REQUIRING A PERMIT OCCUR, OR WHERE ONE OR D21 5'-0" 6'-8" 6'-8" _______1
SHOWER COMPARTMENTS AND WALLS AROUND BATHTUBS WITH MORE SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING DEMO 2'-6" 6'-8" 6'-8" A4.0
SHOWERS SHALL BE FINISHED WITH A SMOOTH NON-ABSORBANT DWELLINGS, OR WHERE AN ACCESSORY DWELLING UNIT IS CREATED
DEMO 2'-6" 6'-8" 6'-8"
SURFACE TO NOT LESS THAN 72" ABOVE THE FLOOR (IRC R307.2). WITHIN AN EXISTING DWELLING UNIT, EACH DWELLING UNIT SHALL BE
EQUIPPED WITH SMOKE ALARMS AS REQUIRED FOR NEW DWELLINGS. MAIN LEVEL 2 6
ALL BEDROOM DOORS, AND BATHROOM DOORS IN BATHROOMS WITH AN D1 3'-0" 6'-8" 6'-8" 1 MAIN LEVEL
OCCUPANCY VENTILATION FAN SHALL BE UNDERCUT A MINIMUM OF 3/4" D2 6'-0" 6'-8" 6'-8" 1/4" = 1'-0"
ABOVE THE ADJACENT FLOOR COVERING OR PROVIDE SWEEP UNDER A4.0
D3 6'-0" 6'-8" 6'-8"
DOOR AND TRANSFER GRILLE ABOVE DOOR. HEAT DETECTION INTERCONNECTION R314.4.1 HEAT DETECTORS AND
HEAT ALARMS SHALL BE CONNECTED TO AN ALARM OR A SMOKE ALARM D4 2'-6" 6'-8" 6'-8"
PROVIDE WEATHER RESISTANT FIBER CEMENT WALLBOARD UNDER TUB THAT IS INSTALLED IN THE DWELLING. ALARMS THAT ARE INSTALLED FOR D5 2'-8" 6'-8" 6'-8"
AND SHOWER ENCLOSURE MATERIALS TO A HEIGHT OF 70" MINIMUM THIS PURPOSE SHALL BE LOCATED IN A HALLWAY, ROOM, OR OTHER D6 2'-6" 6'-8" 6'-8"
ABOVE THE DRAIN INLET. LOCATION THAT WILL PROVIDE OCCUPANT NOTIFICATION. D7 2'-6" 6'-8" 6'-8" FLOOR PLAN KEY NOTES
ARLINGTON, WA
D8 2'-6" 6'-8" 6'-8"
309 S DUNHAM AVE
ALL BEDROOM DOORS, AND BATHROOM DOORS IN BATHROOMS WITH AN COMBINATION ALARMS R314.5 COMBINATION SMOKE AND CARBON
OCCUPANCY VENTILATION FAN SHALL BE UNDERCUT A MINIMUM ? 3/4" MONOXIDE ALARMS MAY BE USED IN PLACE OF SMOKE ALARMS. D9 6'-0" 6'-8" 6'-8" NO. DESCRIPTION
ABOVE THE ADJACENT FLOOR COVERING OR PROVIDE SWEEP UNDER D10 5'-0" 6'-8" 6'-8" 1 EXISTING SEWER ~5' ABOVE FFE
DOOR AND TRANSFER GRILLE ABOVE DOOR. POWER SOURCE R314.6 SMOKE ALARMS, HEAT ALARMS, AND HEAT D11 2'-6" 6'-8" 6'-8" 2 EXISTING ELECTRICAL PANEL-150 AMP, UPGRADE TO 200 AMP
DETECTORS SHALL RECEIVE PRIMARY POWER FROM THE BUILDING D12 5'-0" 6'-8" 6'-8"
1. A CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH WIRING AND, WHEN POWER IS INTERRUPTED, SHALL RECEIVE POWER
SEPARATE SLEEPING AREA IN IMMEDIATE VICINITY OF BEDROOMS D22 2'-6" 6'-8" 6'-8"
309 S DUNHAM AVE ADDITION
FROM A BATTERY.
AND ON EACH LEVEL PER 2015 IRC R315. DEMO 2'-0" 6'-8" 6'-8"
2. A SMOKE DETECTOR SHALL BE INSTALLED IN EACH HABITABLE ROOM. INTERCONNECTIVITY R314.4 WHERE MORE THAN ONE SMOKE ALARM IS DEMO 2'-4" 6'-8" 6'-8"
3. A SMOKE DETECTOR SHALL BE CENTRALLY LOCATED ON EACH REQUIRED TO BE INSTALLED, THE ALARM DEVICES SHALL BE DEMO 5'-0" 6'-8" 6'-8"
FLOOR. INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE
DEMO 2'-6" 6'-8" 6'-8"
4. AN ADDITIONAL SMOKE DETECTOR SHALL BE INSTALLED IN EACH ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL DWELLING
DEMO 2'-6" 6'-8" 6'-8"
LOCATION WHERE THERE IS A CEILING HEIGHT CHANGE GREATER UNIT. PHYSICAL INTERCONNECTION OF SMOKE ALARMS SHALL NOT BE
THAN 24". REQUIRED WHERE LISTED WIRELESS ALARMS ARE INSTALLED AND ALL DEMO 2'-0" 6'-8" 6'-8"
5. SMOKE DETECTORS SHALL BE 110V HARDWIRED, INTERCONNECTED, ALARMS SOUND UPON ACTIVATION OF ONE ALARM.
Job No.: 23-15
WITH BATTERY BACKUP, PER 2015 IRC R314. WHERE AN ACCESSORY DWELLING UNIT IS CREATED WITHIN AN EXISTING
NOTE: A SPRINKLER SYSTEM IS NOT REQUIRED FOR THIS RESIDENCE. DWELLING UNIT ALL REQUIRED SMOKE ALARMS, IN THE ACCESSORY
DWELLING UNIT AND THE PRIMARY DWELLING UNIT, SHALL BE
INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE
ALARM WILL ACTIVATE ALL ALARMS IN BOTH THE PRIMARY DWELLING UNIT
A2.0
AND THE ACCESSORY DWELLING UNIT
DW
DN
(N) KITCHEN
(N) DINING
1
Range
Oven
(E) MASTER BEDROOM
3
S/CM
(N) BATH Refrigerator
(N) BEDROOM 3 (N) STORAGE
WH
(N) GREAT ROOM
Date Copyright 2020 Sno Valley Cottages, LLC
All rights reserved.
4 ALL LIGHTING AND SWITCH LOCATIONS
TO BE COORDINATED BETWEEN OWNER,
(N) BATHROOM No.
GENERAL CONTRACTOR AND ELECTRICIAN,
6
DESIGNER TO BE CONSULTED AS NEEDED
EXISTING
FURNACE
SHOWER/TOILET
REMOVE (N) MECH.
2
5
(N) OFFICE (N) BONUS ROOM
Issue Date
ALL LIGHTING AND SWITCH LOCATIONS (N) BATH
TO BE COORDINATED BETWEEN OWNER,
GENERAL CONTRACTOR AND ELECTRICIAN, 2
DESIGNER TO BE CONSULTED AS NEEDED
(N) BEDROOM 2
Drawn by:Author
ELECTRICAL & MECHANICAL
2 BASEMENT MEP
A4.0 1/4" = 1'-0"
Scale:
As indicated
DN
1 MAIN LEVEL MEP
1/4" = 1'-0"
A4.0
VENTILATION REQUIREMENTS HEATING REQUIREMENTS SPRINKLERS GENERAL ELECTRICAL NOTES
MEP KEY NOTES
EQUIPMENT BY OTHERS
BUILDING DESIGN HEAT LOAD 27,240 BTU/HR NOT APPLICABLE NO.
DESCRIPTION
IRC M1505 EQUATION 15-1: MAXIMUM HEAT EQUIPMENT OUTPUT 34,050 THIS ELECTRICAL PLAN IS THE ARCHITECT'S SUGGESTED LAYOUT. THE ELECTRICAL CONTRACT 1 VENT HOOD
MIN. 100CFM
WHOLE HOUSE CONTINUOUS RATE CALCULATION: BTU/HR IS ON A DESIGN-BUILD BASIS. ELECTRICAL CONTRACTOR'S DESIGN SHALL BE APPROVED BY
2 BATHROOM
EXHAUST FAN MIN. 50CFM
(0.01 X 2213 SQFT) + (7.5 X (3 BEDROOMS+1)) = 52 CFM CONTINUOUS VENTILATION THE OWNER AND SHALL CONFORM TO THE APPLICABLE ELECTRICAL CODE REGARDLESS OF
DUCTED HEATPUMP SYSTEM WHAT IS SHOWN IN THIS DRAWING. 3 PANASONIC
WHISPER 50/80/110 ON TIMER
WHOLE HOUSE INTERMITTENT VENTILATION CALCULATION: BASED ON 12.4 BTU PER SF OF SPACE 4 RHEEM PROTERRA-INTAKE
AND EXHAUST TO EXTERIOR ARLINGTON, WA
52CFM X 2 (FACTOR BASED ON 50% RUN TIME)= 102 CFM 50% INTERMITTENT VENTILATION WELL EQUIPMENT ALL SWITCHES, OUTLETSAND ENVIRONMENTAL CONTROLS SHALL BE MOUNTED NOT LESS 5 MITSUBISHI
HYPERHEAT HEAT PUMP 309 S DUNHAM AVE
THAN 15"NOR MORE THAN 72" ABOVE THE FINISHED FLOOR AND SHALL BE ALIGNED
6 MITSUBISHI
AIR HANDLER IN MECH.
WHOLE HOUSE VENTILATION PROVIDED BY WHOLE HOUSE FAN VERTICALLY, U.N.O.
NOT APPLICABLE
ON A TIMER SET TO CONTINUOUS WITH LOCK OUT OR 50% IF
INTERMITTENT OPERATION PREFERRED: APPLIANCES DESIGNED TO BE FIXED IN POSITION SHALL BE SECURELY FASTENED IN PLACE.
EQUIPMENT = PANASONIC WHISPER FV-0511VK3 50/80/110 CFM
WATER HEATERS SHALL BE ANCHORED OR STRAPPED AT POINTS WITHIN THE UPPER 1/3 AND
309 S DUNHAM AVE ADDITION
BATHROOM VENTILATION: WATER STORAGE LOWER 1/3 TO RESIST EARTHQUAKE.
VENTILATION WHICH WILL PROVIDE AT LEAST 50 CFM
VENTILATION LIGHT FIXTURES THAT SERVE TO ILLUMINATE INTERIOR STAIRS SHALL BE LOCATED IN THE
CITY WATER IMMEDIATE VICINITY OF EACH STAIR LANDING AND SHALL PROVIDE A MIN. LIGHTING LEVEL OF
KITCHEN VENTILATION: 1 FOOT-CANDLE MEASURED AT CENTER OF TREADS AND LANDINGS PER IRC R303.6.
EQUIPMENT WILL PROVIDE AT LEAST 100CFM VIA EXTERIOR
VENTED HOOD OVER STOVE
Job No.: 23-15
A2.1
4" TIGHTLINE TO DRYWELL
_______2
1 3 4 5 7 8 9
A4.0
4" / 12"
4" / 12"
2'-0"
I
DO NOT LOCATE PLUMBING
MATCH EXISTING OVERHANG THIS SIDE
VENTS IN THE SOLAR READY ZONE
1
_______2
SOLAR READY ZONE 372SF
_______4 A4.1
A4.2
ADJUST OVERHANG SO FASCIA IS ABOVE EXISTING ROOF OR TO MATCH EXISTING
15'-9 1/4"
RIDGE VENT
H
G
RJ 3 RJ
5'-1 7/8"
2 DS
RJ
F
3
_______
RJ
A4.2
_______3
A4.0
RJ E
Date Copyright 2020 Sno Valley Cottages, LLC
All rights reserved.
No.
RJ
RJ 5 5
RIDGE VENT
2 RIDGE VENT
RJ 1
_______
A4.1
DS
DS
4" / 12"
ROOF PLAN KEY NOTES _______2
4
ROOF PLAN LEGEND A4.2 4" / 12"
NO. DESCRIPTION RIDGE VENT
RJ
1 SOLAR READY ZONE
Issue Date
GUTTER (DOUBLE LINE)
2 DOWNSPOUT TO TIGHTLINE TO DRYWELL
D
3 30-YEAR ASPHALT ROOF 4" / 12" RIDGE VENT
DS DOWNSPOUT LOCATION 4 DOWNSPOUT TO TIGHTLINE TO RAIN GARDEN OR SWALE
5 OVERFRAME
OVER EXISTING 4" / 12"
SOLAR READY AREA
ROOF PER STRUC.
C ROOF PLAN
OVERFRAME OVER EXISTING ROOF PER STRUC.
Drawn by:Author
BUILDING OUTLINE
RJ
ROOF PLAN NOTES
RJ RJ
DS = DOWNSPOUT (4" SOLID PIPE TIGHTLINED INDEPENDENT OF INSTALL MINIMUM ONE FALL-ARREST BRACKET
Scale:
FOOTING DRAIN) TO BMP AS NOTED ON SITE PLAN. CENTRALLY LOCATED
B As indicated
ROOF SYSTEM PER ENGINEER PER IRC 324.6.1 - MIN. (3) 36" PATH AND 18" PATH AT
• SHALL HAVE DESIGN DETAILS AND DRAWINGS ON SITE FOR RIDGE
5
FRAMING INSPECTION
• SHALL BE INSTALLED AND BRACED PER MANUF. SPECS. 4 RJ RJ
RJ
A
PER IRC AT103.3 - SOLAR READY ZONE MIN. 300 SF
(CALC PROVIDED): DS RIDGE VENT
RJ 5
ON HOUSE 372SF PROVIDED MATCH EXISTING ROOF 4" / 12" 4" / 12"
10
ATTIC VENTILATION CALCULATIONS: RJ
4
RIDGE VENT = 21.5 SQ. IN. PER LINEAR FT.
DS
ROOF JACK =38 SQ. IN. EA.
BIRD BLOCKING= 3.5 SQ. IN PER LINEAR FT. ADD SOFFIT
VENTING
AA OR LOW ROOF
JACKS
AREA 1-ATTIC AREA OVER CONDITIONED= 1356SF TO EXISTING
ROOF AREA
1356SF/150 = 9.04 SF REQUIRED
MATCH EXISTING ROOF
34LF RIDGE VENT = 34 X 21.5 = 731SQ. IN/144= 5.07 SQ. FT.
16 EA LOW ROOF JACKS = 16 X 38= 608SQ. IN/144= 4.22 SQ. FT. 1
_______
TOTAL PROVIDED = 9.29 SQ. FT. A4.0
AREA 2-VENTED RAFTERS OVER PORCH= 401 SF
2 DUTCH HIP ROOF
401SF/150 = 2.67 SF REQUIRED 6
4" TIGHTLINE TO RAIN GARDEN OR SWALE SEE ELEVATIONS TO MATCH NORTH FACING EXISTING
AND 3D FOR ADDITIONAL ROOF STYLE
12LF RIDGE VENT = 12 X 21.5 = 258SQ. IN/144= 1.79 SQ. FT.
28LF BIRD BLOCKING = 28 X 3.5 = 98SQ. IN/144= .68 SQ. FT. MATCH EXISTING ROOFVISUAL INFO
ARLINGTON, WA
2 EA LOW ROOF JACKS = 2 X 38= 76SQ. IN/144= .52 SQ. FT.
4" TIGHTLINE TO RAIN GARDEN OR SWALE 309 S DUNHAM AVE
TOTAL PROVIDED = 2.99 SQ. FT.
1 WORK - ROOF
1/4" = 1'-0"
A4.0
309 S DUNHAM AVE ADDITION
Job No.: 23-15
A2.2
1 2 3 4 5 7 8 9 1 2 3 4 5 7 8 9
DEMO EXISTING DECK
EXISTING ROOF OVERHANG
AND ROOF COVERING
TO BE CUT BACK FLUSH TO GRID F
SEE DETAIL 1/A4.2
EXISTING WALL COULD
REMAIN IN PLACE AND FILL IN
DOOR OR REFRAME PER NEW FLOOR PLAN 2'-0"
F
F
2'-0"
E
E
EXISTING ROOF OVERHANG
TO BE CUT BACK FLUSH TO GRID E
SEE DETAIL 1/A4.2 1'-6 1/2"
WALL TO REMAIN IN PLACE AS BEARING
WALL. WILL BE MODIFIED AT ENDS, (E) BEDROOM
Date Copyright 2020 Sno Valley Cottages, LLC All rights
reserved.
TEMP 2X4 WALL TO SUPPORT
SEE FRAMING PLANS FOR DIMENSIONS (E) KITCHEN
ROOF DURING WALL REMOVAL
-COULD REFRAME WALL IF DESIRED
AND HEADER REPLACEMENT
No.
BUT PROVIDE TEMPORARY SUPPORT WALL
(E) MECHANICAL PRIOR TO REMOVAL OR MODIFICATION
REMOVE EXISTING
SKYLIGHT STAIR
(E) LAUNDRY
LEAVE IN PLACE TEMP.
REMOVE ON NEW WALL
AT BED TO BATH IN PLACE
LEAVE IN PLACE TEMP.
(E) LIVING ROOM DEMO WALL TO HERE
AND REFRAME?
LEAVE WALL IN PLACE AS TEMPORARY
(E) BATH
ROOF SUPPORT UNTIL NEW
BEAMS INSTALLED PER STRUC.
CONSIDER REFRAME
D
D
DOOR OPENING
Issue Date
DEMO EXISTING WALLS, NON-BEARING
LEAVE IN PLACE TEMP.,
C REMOVE ONCE NEW WALL AT
C
LAUNDRY/BATHROOM IN PLACE
USE TEMP WALLS AS
(E) BONUS ROOM NEEDED FOR HEADER
REPLACEMENTS PER
Drawn by:Author
LEAVE IN PLACE TEMP., REMOVE ONCE NEW WALL
BEST PRACTICES
DEMOLITION PLAN
(E) BEDROOM BETWEEN BED AND BATH IN PLACE
FILL IN FRAMING
REMOVE HEADER AND WALL (E) DINING
(E) BEDROOM
10'-1 5/8"
B
B
Scale:
1/4" = 1'-0"
6 6
A
A
USE TEMP WALLS AS
10
10
NEEDED FOR HEADER
DEMO CONCRETE STAIRS
REPLACEMENTS PER
SAW CUT CONCRETE AS
BEST PRACTICES
NECESSARY TO ENSURE
CLEAN REMOVAL
AA EXISTING ROOF OVERHANG AA
TO BE CUT BACK FLUSH TO GRID A
2 BASEMENT DEMOLITION PLAN 1 MAIN LEVEL DEMOLITION PLAN
1/4" = 1'-0" 1/4" = 1'-0"
A4.0 A4.0
ARLINGTON, WA
309 S DUNHAM AVE
309 S DUNHAM AVE ADDITION
Job No.: 23-15
A3.0
1 2 3 4 5 7 8 9
2 3/4"
2 3/4"
I
SONOTUBE O/24" BIG FOOT BF24 FOOTING
VERIFY WITH STRUC.
28'-0 1/2"
14'-0 1/4" 14'-0 1/4"
H
3'-0"
G
DOWEL AND EPOXY
PER STRUC,
11'-4 1/2"
6" STEM WALL ~2' TALL KITCHEN SINK WASTE LINE
FOOTING AND NOT DRIVING
DIMENSION
15'-0" REBAR PER STRUC.
PROPOSED ADDITION MAY NEED
KNOCK OUT
DRIVING DIMENSION
12'-0" FOR PLUMBING
WASTE LINE
VENTED CRAWLSPACE FROM KITCHEN
TO BASEMENT
DOWEL AND EPOXY INSTALL 10 MIL VAPOR
PER STRUC. BARRIER OVER GROUND
F
EXISTING FULL HEIGHT BASEMENT FOUNDATION WALL (E) STEM WALLS
4'-0"
(N) STAIR OPENING
E
FOUNDATION VENT, 5 EA
LOCATE WITHIN 3' OF CORNERS
Date Copyright 2020 Sno Valley Cottages, LLC
All rights reserved.
No.
RECOMMEND INSTALLATION
OF INTERIOR FOOTING DRAIN
SYSTEM, BY OTHERS
TIE INTO SUMP PUMP
DISCHARGE SUMP INTO
TIGHTLINE TO DRYWELL OR
RAIN GARDENS
WH
12'-10 1/8" (N) STAIR OPENING
GRINDER PUMP LOC.
PLUMBER TO VERIFY
POSSIBLE SUMP LOCATION
CL VANITY ABV.
Issue Date
D
CL TOILET ABV.
7'-9 1/8" (N) STAIR OPENING
7'-0"
EXISTING BASEMENT
C
CL VANITY ABV. CL
SHOWER DRAIN ABV. Drawn by:Author
8'-8 1/8"
CL WASHER ABV.
(N) BONUS ROOM
CL TOILET ABV. 3'-4 1/2"
FOUNDATION & FRAMING PLAN
FOUNDATION PLAN NOTES
B Scale: As indicated
CL PLUMBING WALL ABV.
CRAWLSPACE VENTILATION CALCULATIONS: CL SHOWER DRAIN ABV. 2'-11"
15'-6 1/2"
FOUNDATION VENT = 72.5 SQ. IN. PER EA. 16X8 UNIT
AREA 1-NEW CRAWLSPACE= 347SF 1'-2"
347SF/150 = 2.31 SF OR 332 SQ. IN. REQUIRED
A
5 FOUNDATION VENTS = 5 X 72.5 = 362.5 SQ. IN PROVIDED
DROP PLUMBING WASTE FROM ABOVE
TO NEW BASEMENT WALL,
10
SAW CUT FROM THIS LOCATION TO
GRINDER PUMP LOC. PER PLUMBER
PLUMBING WALL AA
(VERIFY FIXTURE
LOCATION WITH
CABINETRY)
1 PLAN NOTE
1 FOUNDATION PLAN 6
SPOT ELEVATION
1/4" = 1'-0"
A4.0
ARLINGTON, WA
309 S DUNHAM AVE
E E ELECTRIC
W W WATER
309 S DUNHAM AVE ADDITION
DOWNSPOUT LOCATION
DS
Job No.: 23-15
A3.1
2
_______ 2
_______
A4.1
A4.1
PROPOSED ADDITION
3
NEW ROOF BEYOND
ELEVATION KEY NOTES
DUTCH HIP TO MATCH NORTH ELEVATION ROOF STYLE
8 TOP OF RIDGE 191'-10" TOP OF RIDGE
191'-10"
NO. DESCRIPTION
1 (N) ASPHALT ROOF
2 WRAP POSTS IN PWW
2 OR 3 EQUAL RISERS
IF 3 OR MORE HANDRAIL
3 HARDIE LAP SIDING-8" REVEAL, VERIFY WITH OWNER
REQUIRED PER IRC 4" / 12" 1
4 TREX DECK FASCIA
3 3
_______ _______
5 1X6 PWW TRIM OR HARDIE TRIM
A4.2 4" / 12" A4.2
4" / 12"
6 (N) 5" GUTTER
7 TREX DECKING OR EQUIV.
TOP PLATE 186'-0 3/4" TOP PLATE
186'-0 3/4"
8 1X10 PWW TRIM OR HARDIE TRIM
F14
D1 2
F22 3
F1 F2 F3 F4 F5 F10 F11 F12 F15 F16 F17
D2
2 F13
7'-10 3/4"
7
4
DOOR FRAMING SCHEDULE
MAIN LEVEL 178'-2" MAIN LEVEL
178'-2"
NO. DOOR SIZE HEAD HEIGHT COMMENTS
GRADE 176'-10" GRADE
176'-10" BASEMENT FF
D13 2'-6" 6'-8" 6'-8"
D14 2'-10" 6'-8" 6'-8"
D15 2'-6" 6'-8" 6'-8"
D16 2'-4" 6'-8" 6'-8"
D17 1'-8" 6'-8" 6'-8"
D18 2'-6" 6'-8" 6'-8"
D19 2'-6" 6'-8" 6'-8"
D20 2'-6" 6'-8" 6'-8"
D21 5'-0" 6'-8" 6'-8"
BASEMENT FF 170'-0" BASEMENT
FF 170'-0"
DEMO 2'-6" 6'-8" 6'-8"
DEMO 2'-6" 6'-8" 6'-8"
MAIN LEVEL
2 EAST ELEVATION 1 WEST ELEVATION
D1 3'-0" 6'-8" 6'-8"
D2 6'-0" 6'-8" 6'-8"
1/4" = 1'-0" 1/4" = 1'-0"
A2.0 A2.0
D3 6'-0" 6'-8" 6'-8"
D4 2'-6" 6'-8" 6'-8"
D5 2'-8" 6'-8" 6'-8"
D6 2'-6" 6'-8" 6'-8"
D7 2'-6" 6'-8" 6'-8"
D8 2'-6" 6'-8" 6'-8"
D9 6'-0" 6'-8" 6'-8"
D10 5'-0" 6'-8" 6'-8"
PROPOSED ADDITION EXISTING RESIDENCE PROPOSED PORCH ADDITION
D11 2'-6" 6'-8" 6'-8"
D12 5'-0" 6'-8" 6'-8"
D22 2'-6" 6'-8" 6'-8" Date
Copyright 2020 Sno Valley Cottages, LLC
All rights reserved.
4
DEMO 2'-0" 6'-8" 6'-8"
_______
A4.2 OVERFRAME NEW ROOF
DEMO 2'-4" 6'-8" 6'-8"
SIDING TO MATCH ON EXISTING
DEMO 5'-0" 6'-8" 6'-8" No.
AND NEW ADDITION
DEMO 2'-6" 6'-8" 6'-8"
REPLACE FASCIA AS NEEDED
DEMO 2'-6" 6'-8" 6'-8"
DEMO 2'-0" 6'-8" 6'-8"
TOP OF RIDGE 191'-10"
OVERFRAME NEW ROOF
1 4" / 12" 4" / 12"
FRAMING - WINDOW SCH.
6
MARK SIZE (W x H) HEAD HEIGHT REMARKS
F1 2'-6"x4'-6" 6'-8"
3" / 12"
TOP PLATE 186'-0 3/4"
F2 2'-6"x4'-6" 6'-8"
F3 2'-0"x3'-6" 6'-6" VENT-FIXED-V
ENT Issue Date
15'-0" _______2
F4 4'-0"x3'-6" 6'-6" VENT-FIXED-V
A4.2
ENT
2 5 F6 3
F7 F8 F9
F5 2'-0"x3'-6" 6'-6" VENT-FIXED-V
ENT
2 OR 3 EQUAL RISERS 7'-10 3/4"
F6 2'-6"x4'-6" 7'-0"
7 IF 3 OR MORE HANDRAIL
F7 2'-6"x4'-6" 7'-0" VENT-FIXED-V ELEVATIONS
4 4 REQUIRED PER IRC
ENT Author
Drawn by:
F8 2'-6"x4'-6" 7'-0" VENT-FIXED-V
ENT
MAIN LEVEL 178'-2"
F9 2'-6"x4'-6" 7'-0" VENT-FIXED-V
ENT
GRADE 176'-10"
F10 2'-6"x4'-6" 7'-0" VENT-FIXED-V
ENT
F11 2'-6"x4'-6" 7'-0" VENT-FIXED-V
ENT Scale:
F12 2'-6"x4'-6" 7'-0" VENT-FIXED-V 1/4" = 1'-0"
ENT
F13 1'-6"x5'-0" 6'-8"
F14 3'-0"x1'-6" 7'-0" VENT-FIXED-V
ENT
F15 2'-6"x4'-6" 7'-0" VENT-FIXED-V
BASEMENT FF 170'-0"
ENT
F16 2'-6"x4'-6" 7'-0" VENT-FIXED-V
ENT
F17 2'-6"x4'-6" 7'-0" EGRESS
F18 2'-6"x4'-6" 7'-0" FIXED-FIXED
3 NORTH ELEVATION
F19 2'-6"x4'-6" 7'-0" FIXED-FIXED
A2.0 1/4" = 1'-0"
F20 2'-0"x3'-6" 7'-0"
F21 2'-6"x4'-6" 7'-0" EGRESS
F22 5'-0"x3'-6" 6'-11 1/2" EGRESS
F23 3'-0"x3'-0" 6'-8" EGRESS
F24 3'-0"x1'-6" 7'-1"
F25 3'-0"x1'-6" 7'-1"
ARLINGTON, WA
309 S DUNHAM AVE
309 S DUNHAM AVE ADDITION
Job No.: 23-15
A4.0
ELEVATION KEY NOTES
NO. DESCRIPTION
1 (N) ASPHALT ROOF
4
_______
A4.2
2 WRAP POSTS IN PWW
PROPOSED PORCH ADDITION PROPOSED ADDITION
3 HARDIE LAP SIDING-8" REVEAL, VERIFY WITH OWNER
4 TREX DECK FASCIA
5 1X6 PWW TRIM OR HARDIE TRIM
6 (N) 5" GUTTER
TOP OF RIDGE 191'-10"
7 TREX DECKING OR EQUIV.
8 1X10 PWW TRIM OR HARDIE TRIM
3" / 12"
4" / 12"
3" / 12" TOP PLATE 186'-0
3/4"
2
_______
DOOR FRAMING SCHEDULE
F20 A4.2
F18 F19 F21
NO. DOOR SIZE HEAD HEIGHT COMMENTS
D3
BASEMENT FF
7'-10 3/4"
D13 2'-6" 6'-8" 6'-8"
D14 2'-10" 6'-8" 6'-8"
D15 2'-6" 6'-8" 6'-8"
D16 2'-4" 6'-8" 6'-8"
MAIN LEVEL 178'-2"
D17 1'-8" 6'-8" 6'-8"
D18 2'-6" 6'-8" 6'-8"
GRADE 176'-10"
D19 2'-6" 6'-8" 6'-8"
D20 2'-6" 6'-8" 6'-8"
D21 5'-0" 6'-8" 6'-8"
DEMO 2'-6" 6'-8" 6'-8"
DEMO 2'-6" 6'-8" 6'-8"
MAIN LEVEL
D1 3'-0" 6'-8" 6'-8"
D2 6'-0" 6'-8" 6'-8"
D3 6'-0" 6'-8" 6'-8"
BASEMENT FF 170'-0"
D4 2'-6" 6'-8" 6'-8"
D5 2'-8" 6'-8" 6'-8"
D6 2'-6" 6'-8" 6'-8"
D7 2'-6" 6'-8" 6'-8"
D8 2'-6" 6'-8" 6'-8"
D9 6'-0" 6'-8" 6'-8"
1 SOUTH ELEVATION
D10 5'-0" 6'-8" 6'-8"
A2.0 1/4" = 1'-0"
D11 2'-6" 6'-8" 6'-8"
D12 5'-0" 6'-8" 6'-8"
D22 2'-6" 6'-8" 6'-8" Date
Copyright 2020 Sno Valley Cottages, LLC
All rights reserved.
DEMO 2'-0" 6'-8" 6'-8"
DEMO 2'-4" 6'-8" 6'-8"
DEMO 5'-0" 6'-8" 6'-8" No.
DEMO 2'-6" 6'-8" 6'-8"
R2-VENTED ROOF OVER UNCONDITIONED: W4-2X6 EXTERIOR WALL R-26:
DEMO 2'-6" 6'-8" 6'-8"
• 30-YEAR ASPHALT ROOFING • 1/2 GYPSUM
DEMO 2'-0" 6'-8" 6'-8"
• WRB WATER-30# TAR PAPER • 2X6" DF
• 1/2" PLYWOOD SHEATHING • BLOWN IN CELLULOSE OR BATT R-20
• 2X OR LVL RAFTERS PER STRUC. • 1 1/2" ZIP R-SHEATHING R-6
• VENTED RIDGE • SIDING PER OWNER SPEC.
• SOFFIT-T AND G PINE OR EQUIV.
• EXTERIOR GRADE PAINT OR STAIN
FRAMING - WINDOW SCH.
MARK SIZE (W x H) HEAD HEIGHT REMARKS
I 4 H G F E (N) GLULAM HEADER D C B A AA
_______ PER STRUC.
F1 2'-6"x4'-6" 6'-8"
A4.2
F2 2'-6"x4'-6" 6'-8"
INSTALL ROOF JACKS AT
F3 2'-0"x3'-6" 6'-6" VENT-FIXED-V
OVERFRAMED AREAS CUT VENT HOLES 6" X 6" BETWEEN (E) ATTIC
ENT Issue Date
AND OVERFRAMED AREAS
(N) GLULAM PER
F4 4'-0"x3'-6" 6'-6" VENT-FIXED-V
STRUC. EXTEND SLOPE OF (E) ROOF TO NEW RIDGE TOP OF RIDGE 191'-10"
ENT
F5 2'-0"x3'-6" 6'-6" VENT-FIXED-V
ENT
2X RAFTERS PER STRUC.
F6 2'-6"x4'-6" 7'-0"
4" / 12"
F7 2'-6"x4'-6" 7'-0" VENT-FIXED-V
ENT Author
Drawn by:
F8 2'-6"x4'-6" 7'-0" VENT-FIXED-V
VAULTED CEILING
ENT
(E) ATTIC-2X4 RAFTERS, 2X6 CEILING JOISTS
F9 2'-6"x4'-6" 7'-0" VENT-FIXED-V
TOP PLATE 186'-0 3/4"
ENT ELEVATIONS AND SECTIONS
W4
F10 2'-6"x4'-6" 7'-0" VENT-FIXED-V
ENT
2
_______ 15'-0"
F11 2'-6"x4'-6" 7'-0" VENT-FIXED-V
(N) COVERED PORCH A4.2 (N) GREAT ROOM
ENT Scale:
(N) KITCHEN (E) (5) 2X8 BUILT
F12 2'-6"x4'-6" 7'-0" VENT-FIXED-V 1/4" = 1'-0"
(N) COVERED PORCH
UP BEAM
ENT
7'-10 3/4"
F13 1'-6"x5'-0" 6'-8"
6'-11 1/4"
F14 3'-0"x1'-6" 7'-0" VENT-FIXED-V
DECK FRAMING PER STRUC.
ENT
F15 2'-6"x4'-6" 7'-0" VENT-FIXED-V
_______1 MAIN LEVEL 178'-2"
ENT
A4.2
F16 2'-6"x4'-6" 7'-0" VENT-FIXED-V
GRADE 176'-10"
ENT
F17 2'-6"x4'-6" 7'-0" EGRESS
(N) VENTED CRAWLSPACE
F18 2'-6"x4'-6" 7'-0" FIXED-FIXED
F19 2'-6"x4'-6" 7'-0" FIXED-FIXED
F20 2'-0"x3'-6" 7'-0"
W5 W5
W1
F21 2'-6"x4'-6" 7'-0" EGRESS
W6 (N) BEDROOM 3
(N) MECH. (N) OFFICE
F22 5'-0"x3'-6" 6'-11 1/2" EGRESS
F23 3'-0"x3'-0" 6'-8" EGRESS
F24 3'-0"x1'-6" 7'-1"
F25 3'-0"x1'-6" 7'-1"
BASEMENT FF 170'-0"
(N) FOOTING PER STRUC.
W5-2x4 BASEMENT WALL:
FL2-FLOOR OVER CRAWLSPACE: • NO WATERPROOF COATING ON CONCRETE FL3-FLOOR OVER CONDITIONED:
ARLINGTON, WA
• FINISH FLOORING PER OWNER SPEC. • 2" RIGID EPS FOAM • FINISH FLOORING PER OWNER SPEC.
309 S DUNHAM AVE
• 3/4 T&G FLOOR SHEATHING • 2X4 STUD WALL W/ MINERAL WOOL INSUL. R-15 • 3/4 T&G FLOOR SHEATHING
• 11 7/8 TJI • 1/2" GYPSUM • 2X8 ROUGH SAWN FLOOR JOISTS
• BATT INSULATION R-30 • NON-PVA WALL PRIMER • 5/8 GYPSUM
• VENTED CRAWLSPACE • LOW OR NO VOC LATEX PAINT
• 10MIL VAPOR BARRIER OVER GROUND
309 S DUNHAM AVE ADDITION
2 Section 1
1/4" = 1'-0"
A2.0
Job No.: 23-15
A4.1
3
4 5 7 _______ 8
A4.2
E
2
4 _______
A4.1
9 8 7 5 3 2 1
MAIN LEVEL 178'-2"
GRADE 176'-10"
RAFTERS 2" ABOVE BEAM TO ALLOW FOR VENTING
2"
191'-10" TOP OF RIDGE
8'-2"
2X6 WALL OVER BEAM TO
UNDERSIDE OF (N) ROOF
EXISTING WALL PLATE TO REMAIN CUT VENT
_______3
OR BE REMOVED, FIELD FIT OPENINGS IN EXISTING
A4.2 OPTIONAL T AND G PINE SOFFIT
SHEATHING BETWEEN ATTIC
WALL OVER BEAM TO UNDERSIDE OF NEW ROOF
BASEMENT FF 170'-0"
OVERFRAMED ATTIC AND OVER FRAMED AREAS TO ALLOW
2X6 WALL OVER BEAM TO UNDERSIDE OF (N) ROOF
AIR FLOW TO ROOF JACKS AND RIDGE
186'-0 3/4" TOP PLATE
R-21 BATT INSULATION
CUT BACK (E) RAFTER
ENDS FLUSH TO NEW WALL
13'-6" FFE TO TOP OF BEAM
ATTIC
(E) 2X4 ROOF RAFTER
7'-10 3/4"
TOP PLATE 186'-0 3/4"
2 Stair Section 2
1/4" = 1'-0" DIMENSION IS TO TOP
5/8 GYP., TYP. CEILINGS
A2.0
OF FLOOR SHEATHING AT
GLULAM BEAM PER STRUC.
178'-2" MAIN LEVEL INTERIOR
176'-10" GRADE (N) GLULAM BEAM HEADER
PER STRUC.
E D
2X PT DECKING PER STRUC.
TREX DECKING OR EQUIV.
TOP PLATE 186'-0 3/4"
Date Copyright 2020 Sno Valley Cottages, LLC
All rights reserved.
2
_______ 4 Section 2
No.
A4.2
1/4" = 1'-0"
OPEN TO ABOVE A2.0
PROPOSED KITCHEN
OPEN TO STAIRCASE
BEYOND
RAILING AT 36" A.F.F.
MAIN LEVEL 178'-2"
GRADE 176'-10"
12'-10 3/8"
WINDER
Issue Date
8'-2" TREAD
(N) FULL HEIGHT WALL
(N) HALF WALL BEYOND
5'-3" BEHIND PANTRY CABINETS
WINDER TREAD TO LANDING
BASEMENT FF 170'-0"
Drawn by:Author
WALL SECTIONS AND STAIRS
Scale:
3 Stair Section 3
MAIN LEVEL 178'-2" As indicated
1/4" = 1'-0"
A2.0
(E) 2X8 FLOOR JOISTS
EXTEND FOAM TO TOP
OF CONCRETE
GRADE 176'-10"
FL2-FLOOR OVER CRAWLSPACE:
• FINISH FLOORING PER OWNER SPEC.
W5-2x4 BASEMENT WALL:
• 3/4 T&G FLOOR SHEATHING
• NO WATERPROOF COATING ON CONCRETE
(N) CRAWLSPACE
• 11 7/8 TJI
2' CLEARANCE • 2" RIGID EPS FOAM
• BATT INSULATION R-30
• 2X4 STUD WALL W/ MINERAL WOOL INSUL. R-15
10 MIL VAPOR BARRIER
• VENTED CRAWLSPACE
• 1/2" GYPSUM
• 10MIL VAPOR BARRIER OVER
• NON-PVA WALL PRIMER
GROUND
• LOW OR NO VOC LATEX PAINT
1 Section 1 - Callout 1
1" = 1'-0"
A4.1
309 S DUNHAM AVEARLINGTON, WA
309 S DUNHAM AVE ADDITION
Job No.: 23-15
A4.2
Date Copyright 2020 Sno Valley Cottages, LLC All rights reserved.
No.
1 3D NW Porch
Issue Date
3D EXTERIOR
Drawn by:Author
Scale:
ARLINGTON, WA
309 S DUNHAM AVE
309 S DUNHAM AVE ADDITION
2 3D NE Rear Porch
Job No.: 23-15
A5.0
Date Copyright 2020 Sno Valley Cottages, LLC All rights reserved.
No.
1 3D SE Rear Porch
Issue Date
3D EXTERIOR
Drawn by:Author
Scale:
ARLINGTON, WA
309 S DUNHAM AVE
309 S DUNHAM AVE ADDITION
Job No.: 23-15
A5.1
Date Copyright 2020 Sno Valley Cottages, LLC All rights reserved.
No.
Issue Date
3D INTERIOR
Drawn by:Author
Scale:
1 3D BIRDSEYE INTERIOR
ARLINGTON, WA
309 S DUNHAM AVE
309 S DUNHAM AVE ADDITION
Job No.: 23-15
2 3D BIRDSEYE INTERIOR REAR
A5.2
1 2 3 4 5 6 7 8
2 3/4"
2 3/4"
I
SONOTUBE O/24" BIG FOOT BF24 FOOTING
VERIFY WITH STRUC.
CONFIRMED. CAST 5/8" Ø ANCHOR
ROD 6" INTO SONOTUBE TO RECEIVE 28'-0 1/2"
SIMPSON ABU66Z POST BASE.
14'-0 1/4" 14'-0 1/4"
24" W X 12" CONCRETE
30" WIDE x 14" DP CONCRETE
FOOTIN GWITH (2) #5
FOOTING WITH (3) #5 BOTTOM
BOTTOM BARS
BARS EACH WAY BELOW POST
ABOVE.
11
H
S-2.0 NEW CONCRETE STEMWALL 6" THICK
3'-0" WITH #4 BAR TOP AND BOTTOM AND
VERTICALS #4 BARS @ 24" OC
G
SIMPSON STHD14 DOWEL AND EPOXY
HOLD DOWN 2'-0" NEW WALL
NEW CONCRETE FOOTING 12"
30" SQ x 14" DP CONCRETE FOOTING 11'-4 1/2" WIDE x 6" DP WITH (2) #4 BARS
6" STEM WALL ~2' TALL
WITH (3) #5 BOTTOM BARS EACH WAY. TYPICAL AT (3)
16" X 8" D FOOTING BELOW NOT DRIVING DIMENSION
15'-0" BOTTOM OF FOOTING 2'-0" BELOWREBAR PER STRUC. LOCATIONS 12
TOP OF GRADE TO DECREASE EFFECT PROPOSED ADDITION8
DRIVING DIMENSION S-2.0
12'-0"ON ADJACENT BASEMENT WALL S-2.0
VENTED CRAWLSPACE TYPICAL
DOWEL AND EPOXY
NEW WALL F
1
S-2.0 EXISTING FULL HEIGHT BASEMENT FOUNDATION WALL OLD ADDITION STEM WALLS
1
3'-0"
S-2.0
E
Copyright 2020 Sno Valley Cottages, LLC All rights reserved.
DRILL AND EPOXY 1/2" Ø
CAST 5/8" Ø ANCHOR ROD 6" 11
ANCHOR ROD 6" INTO TOP
INTO SONOTUBE TO RECEIVE
No. Date
S-3.0 OF EXISTING CONCRETE
SIMPSON ABU66Z POST BASE.
WALL.
NOT FOR CONSTRUCTION WH
24" SQ x 12" DP CONCRETE CAST 5/8" Ø ANCHOR ROD 6"
FOOTING WITH (2) #5 INTO SONOTUBE TO RECEIVE
BOTTOM BARS EACH WAY. SIMPSON ABU66Z POST BASE.
Issue Date
D
FOUNDATION PLAN NOTES:
1.STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S-1.0,
S-1.1, AND S-1.2.
C
EXISTING BASEMENT
Drawn by:Author
2.CONTRACTOR SHALL LOCATE AND VERIFY THE FOLLOWING WITH OTHERS PRIOR TO
POURING CONCRETE: ALL DOOR OPENINGS AND BLOCKOUTS IN FOUNDATION WALLS;
DRAINS AND SLOPES; ALL DUCTS, CHASES AND PIPES PER MECHANICAL, PLUMBING AND
ELECTRICAL.
FOUNDATION & FRAMING PLAN
3.TOP OF SLAB ON GRADE ELEVATION ASSUMED 0’-0â€. PROVIDE 6 MIL POLYETHELENE VAPOR
BARRIER BELOW SLAB ON GRADE AT INTERIOR SPACES.
Scale:
B
1/4" = 1'-0"
4.TOP OF WALL TO BE A MILNIMUM OF 8†ABOVE FINISHED GRADE. DAMPROOF WALLS BY
OTHERS.
5.ALL FOOTINGS AND SLABS TO BEAR ON COMPETENT NATIVE SOIL AND/OR STRUCTURAL
FILL. SUBGRADE PREPARATION, STRUCTURAL FILL, FOOTING DRAINS, AND OTHER A
REQUIREMENTS PER GEOTECH REPORT AS NOTED IN THE STRUCTURAL GENERAL NOTES.
6.ALL REINFORCING TO BE GRADE 60. PROVIDE 3†CLEAR COVER FROM BOTTOM OF 9
FOOTING.
7.ALL WOOD EXPOSED TO CONRETE, WEATHER, OR WITHIN 8†OF FINISHED GRADE SHALL BE
PRESSURE-TREATED.
8.PROVIDE HOT-DIPPED GALVANAIZED ANCHOR BOLTS AT PRESSURE TREATED SILL PLATES.
9.ADDITIONAL TYPICAL DETAILS NOT CUT ON PLAN PER S-2.0 SHEETS. NOT ALL DETAILS MAY
BE APPLICABLE.
1 FOUNDATION PLAN
1/4" = 1'-0"
ARLINGTON, WA
309 S DUNHAM AVE
VIRTUS
STAMP AND SCOPE 309 S DUNHAM AVE ADDITION
ENCOMPASSES
THE PRIMARY
STRUCTURAL ELEMENTS
AS SHOWN
IN THE REDLINE
MARKUPS, ONLY.
PROJECT: SMITH REMODEL PROJECT
NUMBER: 24081-0106
DATE: 01/16/2025
Job No.: 23-15
DESCRIPTION: FOUNDATION PLAN DRAWN BY:
CDA
A3.1
_______
-
28'-0 1/2"
14'-0 1/4" 14'-0 1/4"
9
1 - 2 3 4 5 6 7 8 9
_______
---
1 2 3 4 5 6 7 8
H DIM. TO CL OF POST
-
_______
I
---
G
(N)GLULAM BEAM ABV.
39'-1 7/8"
COVERED PORCH ADDITION
VAULTED CEILING 4/12 SLOPE
(N) VENTED CRAWLSPACE (N) FOUNDATION, SEE FDN PLAN GUARDRAILS
REQUIRED IF DECK SURFACE
MORE
THAN 30" ABOVE GRADE
-
_______
---
WINDER REQUIRED 12'-9 1/4"
TO MEET HEADROOM (E) FOUNDATION, SEE FDN PLAN
PER CODE-6'-8" MIN. 13'-9 1/4" 14'-3 1/4"
NEW ADDITION 9'-4 3/4" 4'-4 1/2" 2'-7 1/4" 4'-7" 4'-7" 2'-6" 4'-1"
F
DIM. TO
F2 F1
FACE OF DIM. TO
CONC. 10'-0 3/8" 2'-5 1/2" 6'-8 1/2" 9'-3 3/8" 9'-8 1/8" FACE OF 9'-4 3/4" 4'-4 1/2" D2
CONC. E
(E) VENTED CRAWLSPACE
H
W4
F5 F4 F3 -
_______
3'-0" --- W4
- 4'-0" 2 NEW ADDITION
_______
--- = W5 D13 (N) BATH
G
4'-3" (N) BEDROOM 3 3'-2 3/4"D21 3'-6" STUD AND SHEAR WALL PLAN NOTES:
5'-10 1/4"
DW
DN
CL. (N) STORAGE 5'-9 1/2"1.STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S-1.0,
(N) DINING
S-1.1, AND S-1.2.
EGRESS REMOVE WINDOW
D3
9'-0 1/2" = AND FILL IN WITH
11'-4 1/2"
F23 2.LUMBER GRADE PER STRUCTURAL GENERAL NOTES.FRAMING ALIGN NEW FRAMING
CONVERT TO EGRESS WINDOW STAIRS:
W4 TO CORNER (E) WALL
SILL AT +44" A.F.F. MAX. 14RISERS 3'-9 3/4" (N) KITCHEN
AT 7" 3.ALL INTERIOR NON-BEARING, NON-STRUCTURAL WALL STUD REQUIREMENTS PER2X4 INTERIOR WALL, TYP. VAULTED CEILING 4/12 SLOPE REMOVE SIDING
13'-3 7/8" WH 1/2" AIR GAP FROM CONCRETE ON EXT. WALL
5'-6 1/4"
S LINEN S STRUCTURAL GENERAL NOTES. 12'-0"
2'-0" W3
F22
13'-0 1/8" STAIR OPENING Range
D18 D17 D16 5'-10" 3'-6 5/8" 4.UNLESS NOTED OTHERWISE ON PLAN: HEADERS TO BE (2) 2x8, TO BE SUPPORTED BY (1)
7'-8 3/8"TRIMMER AND (1) KING STUD MINIMUM, CONNECTION HEADERS INTO KING STUD WITH (4) FULL HEIGHT WALL
F
3'-10"
D19 6x6 POST D15 STUB FOR TOTAL 10d END NAILS EACH SIDE. KING STUDS TO BE CONNECTED TOP AND BOTTOM WITH 6'-4 7/8"
S/CM 7'-9 1/8" STAIR OPENING FUTURE SINK 1 (E)
WIN. COULD REMAIN
24'-0" 3'-11 5/8" GRINDER (4) 10d TOE NAILS, UNLESS NOTED OTHERWISE ON PLAN.
(N) MECH. 2'-9 7/8" PUMP
STORAGE CL VANITY ABV. ISLAND 10' X 5' S PANTRY (E) MASTER
BEDROOM
CLOSET 5.ALL TRIMMERS TO BE CONTINUOUS TO FOUNDATION.
7'-10 1/8" D DBL OvenOVEN
E
28'-0"
ALIGN 8'-1 1/4" D14 CL TOILET ABV.
6x6 POST 6x6 POST 3'-6 5/8" 6.ALL BEAMS, EXCLUDING HEADERS, SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY (2)
ALIGN WALL ON CENTER W/POST -
FLUSH INSIDE FACE OF WALL BUNDLED STUDS OR 4X MEMBER, MINIMUM UNLESS NOTED OTHERWISE ON PLAN. ALL_______
9'-0 5/8"
28'-0" EXISTING BASEMENT OF POST 7'-2" --- (N) SKYLIGHT OVER
THE STAIRS
TO INSIDE FACE OF BEAM BUNDLED STUDS TO BE CONTINUOUS TO FOUNDATION.(N)GLULAM
2'-0"
C BEAM ABV. (E) DOOR
OPENING
Refrigerator
CL SHOWER DRAIN ABV. ALTER AS
NEEDED PER DOOR
CL VANITY ABV. 7.ALL EXTERIOR WALLS TO BE CONTINUOUSLY SHEATHED PER SHEAR WALL SCHEDULE
8'-10 1/8" W3 LOCATE WITHIN 3' OF PEAK D9 SELECTION
F21
F24 W5 D20 11-S3.1 “UNBLOCKED W6â€, UNLESS NOTED OTHERWISE ON PLAN.
CL WASHER ABV.
EGRESS Copyright 2020 Sno Valley Cottages, LLC
All rights reserved.
(N)6X6 POST-BEARING TO CABINETS/COUNTER 3'-3 1/2" 2'-10
1/4" 4'-0 1/8" 2'-4" 2'-6"
(N) OFFICE (N) BONUS ROOM 8.ALL SHEAR WALLS INDICATED ON PLAN TO HAVE (2) BUNDLED STUDS AT WALL ENDS, 4'-0"
F6 (N) WALL BELOW TO FTG.
6'-1 3/8"
UNLESS NOTED OTHERWISE ON PLAN. HOLD DOWNS ARE AS INDICATED ON PLAN, AND MAY W1
No. Date
9'-4 3/4" F25
2'-1 1/2"
CL TOILET ABV. 3'-4 1/2" NOT BE REQUIRED AT SOME WALLS. S
(N) BATHROOM
13'-6" TO CL OF (E) BEAM AND POSTS 9.POST BASES AND CAPS, WHERE NECESSARY, ARE INDICATED ON PLAN. D8 CL.
=
B MATCH
CL PLUMBING WALL ABV.
DIM. TO =
D10
CL SHOWER DRAIN ABV. 2'-11" 10.FABRICATE ALL STEEL COLUMNS -¼†PER FLOOR TO ALLOW FOR WOOD SHRINKAGE. WALL AT +42" A.F.F. D7
FACE OF 15'-8 1/2"
W6
66" VANITY 5'-11 1/4"
4'-0" CONC. DN 4'-9"
= 5'-4"
15'-11 1/4" TO STAIR OPENING CLOSET
11.WALL ANCHORAGE AND OTHER TYPICAL WALL FRAMING DETAILS PER SHEETS S-3.0 AND3'-10 7/8" =
CONFIRM RO WITH POCKET DOOR SPECS
1'-4" MIRROR DIM. ON FIREPLACE CENTER 7'-9 1/8"
(2)2X
NOT FOR S-3.1. NOT ALL DETAILS MAY BE APPLICABLE.CONSTRUCTIONFIREPLACE
D11
3 1/2"
D
3'-3 1/2"
SHOWER/TOILET
A MATCH (N) GREAT ROOM
=
FLAT CEILING AT 7' 10-3/4"
EXISTING RESIDENCE
F20
4'-0"
2'-0"
MIRROR DIM. ON FIREPLACE CENTER REBUILD FP AT INTERIOR (N)6x6 POST-BEARING TO METAL RAILING 3'-1" 3'-8 1/4"S/CM SHOWER
4'-3 1/2"
F7 AT +36" A.F.F. 4'
W X 3' D = Issue Date
TO CENTER BEAM BELOW
C
- ON BEAMS ABV. AND STAIR D4 D5
_______
---
S
ADD 2' X 2' SKYLIGHT ABOVE
F8
7'-6"
9'-0 1/2" 30'-1 3/8"
W1
(N) GLULAM BEAM ABV. 42" VANITY
4'-9 7/8"
(N)
BEDROOM 2 F19 Author
F9 4'-2 1/2"4'-2 1/2" 3'-4 1/2"(N) BATH W2 1'-0"
Drawn by:
D12
5'-0"
BENCH/CUBBIES/CABS
9'-7 5/8"
B
2 BASEMENT LEVEL 7'-6"
W3
F18
1/4" = 1'-0" 6'-2 7/8"
1'-4 3/8"1'-4 3/8" CLOSET
F10 F11 F12 1'-3 1/2" 4'-5 1/2"2'-10" 2'-2" 2'-4 1/2" 6'-7 7/8"
6'-7 7/8" 4'-9 7/8" REMODEL/ADDITION FLOOR PLANS
3'-1 3/8"
EGRESS Scale:
FLOOR PLAN NOTES D1
As indicated
SMOKE ALARMS AND HEAT DETECTION
A
FRAMING: 2X6 EXTERIOR WALLS REQUIRED LOCATIONS R314.3: FRAMING - DOOR SCH. 1'-6" 3'-0"
7'-6"
SMOKE ALARMS/CARBON MONOXIDE DETECTORS SHALL BE INSTALLED IN:
2X4/6's AT INTERIOR WALLS
UNLESS NOTED OTHERWISE 1. IN EACH SLEEPING ROOM OR SLEEPING LOFT NO. DOOR SIZE HEAD HEIGHT COMMENTS F13 F14 F15
F16 F17 FILL IN 2X4 FRAMING
2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE
BASEMENT FF
AT ALL MODIFIED
SEE STRUCTURAL NOTES FOR STUD SCHEDULE. VICINITY OF THE BEDROOMS. D13 2'-6" 6'-8" 6'-8" COVERED
WINDOW OPENINGS
3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING
CONCEALED SPACES SHALL BE FIRESTOPPED IN BOTH DIRECTIONS AT BASEMENTS AND HABITABLE ATTICS. D14 2'-10" 6'-8" 6'-8" NEW ADDITION - PORCH
10" ON CENTER AND AT FLOORS. TYPICAL. 4. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET FROM D15 2'-6" 6'-8" 6'-8" _______
---
THE DOOR OR OPENING OF A BATHROOM. D16 2'-4" 6'-8" 6'-8"
ALL ESCAPE OR RESCUE WINDOWS FROM SLEEPING ROOMS SHALL 4. AN ADDITIONAL SMOKE DETECTOR SHALL BE INSTALLED IN EACH
D17 1'-8" 6'-8" 6'-8" DN
HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. THE LOCATION WHERE THERE IS A CEILING HEIGHT CHANGE GREATER
D18 2'-6" 6'-8" 6'-8"
MINIMUM CLEAR OPENING HEIGHT DIMENSION SHALL BE 24". MINIMUM THAN 24".
CLEAR OPENING WIDTH DIMENSION SHALL BE 20". SILL HEIGHT SHALL D19 2'-6" 6'-8" 6'-8"
NOT BE MORE THAN 44" ABOVE THE FLOOR. ALTERATIONS, REPAIRS AND ADDITIONS R314.2.2 WHERE ALTERATIONS, D20 2'-6" 6'-8" 6'-8"
REPAIRS OR ADDITIONS REQUIRING A PERMIT OCCUR, OR WHERE ONE OR D21 5'-0" 6'-8" 6'-8"
SHOWER COMPARTMENTS AND WALLS AROUND BATHTUBS WITH MORE SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING
DEMO 2'-6" 6'-8" 6'-8"
SHOWERS SHALL BE FINISHED WITH A SMOOTH NON-ABSORBANT DWELLINGS, OR WHERE AN ACCESSORY DWELLING UNIT IS CREATED
DEMO 2'-6" 6'-8" 6'-8"
SURFACE TO NOT LESS THAN 72" ABOVE THE FLOOR (IRC R307.2). WITHIN AN EXISTING DWELLING UNIT, EACH DWELLING UNIT SHALL BE
EQUIPPED WITH SMOKE ALARMS AS REQUIRED FOR NEW DWELLINGS. MAIN LEVEL
ALL BEDROOM DOORS, AND BATHROOM DOORS IN BATHROOMS WITH AN D1 3'-0" 6'-8" 6'-8" D2 1 MAIN LEVEL
OCCUPANCY VENTILATION FAN SHALL BE UNDERCUT A MINIMUM OF 3/4" D2 6'-0" 6'-8" 6'-8" 1/4" = 1'-0"
ABOVE THE ADJACENT FLOOR COVERING OR PROVIDE SWEEP UNDER
D3 6'-0" 6'-8" 6'-8"
DOOR AND TRANSFER GRILLE ABOVE DOOR. HEAT DETECTION INTERCONNECTION R314.4.1 HEAT DETECTORS AND
HEAT ALARMS SHALL BE CONNECTED TO AN ALARM OR A SMOKE ALARM D4 2'-6" 6'-8" 6'-8"
PROVIDE WEATHER RESISTANT FIBER CEMENT WALLBOARD UNDER TUB THAT IS INSTALLED IN THE DWELLING. ALARMS THAT ARE INSTALLED FOR D5 2'-8" 6'-8" 6'-8"
AND SHOWER ENCLOSURE MATERIALS TO A HEIGHT OF 70" MINIMUM THIS PURPOSE SHALL BE LOCATED IN A HALLWAY, ROOM, OR OTHER D6 2'-6" 6'-8" 6'-8"
ABOVE THE DRAIN INLET. LOCATION THAT WILL PROVIDE OCCUPANT NOTIFICATION.
D7 2'-6" 6'-8" 6'-8" FLOOR PLAN KEY NOTES
ARLINGTON, WA
D8 2'-6" 6'-8" 6'-8"
309 S DUNHAM AVE
ALL BEDROOM DOORS, AND BATHROOM DOORS IN BATHROOMS WITH AN COMBINATION ALARMS R314.5 COMBINATION SMOKE AND CARBON
OCCUPANCY VENTILATION FAN SHALL BE UNDERCUT A MINIMUM ? 3/4" MONOXIDE ALARMS MAY BE USED IN PLACE OF SMOKE ALARMS. D9 6'-0" 6'-8" 6'-8" NO. DESCRIPTION
ABOVE THE ADJACENT FLOOR COVERING OR PROVIDE SWEEP UNDER D10 5'-0" 6'-8" 6'-8" 1 EXISTING SEWER ~5' ABOVE FFE
DOOR AND TRANSFER GRILLE ABOVE DOOR. POWER SOURCE R314.6 SMOKE ALARMS, HEAT ALARMS, AND HEAT D11 2'-6" 6'-8" 6'-8" 2 EXISTING ELECTRICAL PANEL-150 AMP, UPGRADE TO 200 AMP
DETECTORS SHALL RECEIVE PRIMARY POWER FROM THE BUILDING D12 5'-0" 6'-8" 6'-8"
1. A CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH WIRING AND, WHEN POWER IS INTERRUPTED, SHALL RECEIVE POWER
SEPARATE SLEEPING AREA IN IMMEDIATE VICINITY OF BEDROOMS D22 2'-6" 6'-8" 6'-8"
309 S DUNHAM AVE ADDITION
FROM A BATTERY.
VIRTUS STAMP AND SCOPE
AND ON EACH LEVEL PER 2015 IRC R315. DEMO 2'-0" 6'-8" 6'-8"
ENCOMPASSES THE PRIMARY
2. A SMOKE DETECTOR SHALL BE INSTALLED IN EACH HABITABLE ROOM. INTERCONNECTIVITY R314.4 WHERE MORE THAN ONE SMOKE ALARM IS DEMO 2'-4" 6'-8" 6'-8"
3. A SMOKE DETECTOR SHALL BE CENTRALLY LOCATED ON EACH REQUIRED TO BE INSTALLED, THE ALARM DEVICES SHALL BE DEMO 5'-0" 6'-8" 6'-8"
STRUCTURAL ELEMENTS AS SHOWN
FLOOR. INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE
IN THE REDLINE MARKUPS, ONLY.
DEMO 2'-6" 6'-8" 6'-8"
4. AN ADDITIONAL SMOKE DETECTOR SHALL BE INSTALLED IN EACH ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL DWELLING
DEMO 2'-6" 6'-8" 6'-8"
LOCATION WHERE THERE IS A CEILING HEIGHT CHANGE GREATER UNIT. PHYSICAL INTERCONNECTION OF SMOKE ALARMS SHALL NOT BE PROJECT: SMITH REMODEL
PROJECT NUMBER: 24081-0106
THAN 24". REQUIRED WHERE LISTED WIRELESS ALARMS ARE INSTALLED AND ALL DEMO 2'-0" 6'-8" 6'-8"
5. SMOKE DETECTORS SHALL BE 110V HARDWIRED, INTERCONNECTED, ALARMS SOUND UPON ACTIVATION OF ONE ALARM.
Job No.: 23-15
WITH BATTERY BACKUP, PER 2015 IRC R314. WHERE AN ACCESSORY DWELLING UNIT IS CREATED WITHIN AN EXISTING
DATE: 01/16/2025
NOTE: A SPRINKLER SYSTEM IS NOT REQUIRED FOR THIS RESIDENCE. DWELLING UNIT ALL REQUIRED SMOKE ALARMS, IN THE ACCESSORY
DWELLING UNIT AND THE PRIMARY DWELLING UNIT, SHALL BE DESCRIPTION: BASEMENT POST PLAN
DRAWN BY: CDA
INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE
ALARM WILL ACTIVATE ALL ALARMS IN BOTH THE PRIMARY DWELLING UNIT
A2.0
AND THE ACCESSORY DWELLING UNIT
_______
-
28'-0 1/2"
11
14'-0 1/4" 14'-0 1/4"
9
2 3 5 S-3.2 6 7 9
1 - 4 8
_______
---
1 2 3 4 5 6 7 8
H DIM. TO CL OF POST
-
_______
I
---
G 6x6 POST 6x6 POST 6x6 POST
(N)GLULAM BEAM ABV.
39'-1 7/8"
COVERED PORCH ADDITION
12
VAULTED CEILING 4/12 SLOPE
(N) FOUNDATION, SEE FDN PLAN GUARDRAILS
REQUIRED IF DECK SURFACE
(N) VENTED CRAWLSPACE S-3.2 TYPICAL AT NEW
MORE
THAN 30" ABOVE GRADE
-
CONSTRUCTION, UNLESS _______
11 7/8" DP TJI 210 @ 24" OC 11 7/8" DP TJI 210 @ 24" OC NOTED OTHERWISE ---
WINDER REQUIRED 12'-9 1/4"
TO MEET HEADROOM (E) FOUNDATION, SEE FDN PLAN
PER CODE-6'-8" MIN. 13'-9 1/4" 14'-3 1/4"
NEW ADDITION 9'-4 3/4" 4'-4 1/2" 2'-7 1/4" 4'-7" 4'-7" 2'-6" 4'-1"
GL 5 1/2" x 10 1/2" F
DIM. TO
F2 F1
NEW WALLS TO BE 2x6 @ 16"
FACE OF DIM. TO
CONC. 10'-0 3/8" 2'-5 1/2" 6'-8 1/2" 9'-3 3/8" 9'-8 1/8" FACE OF 9'-4 3/4" 4'-4 1/2" D2
OC WITH (3) 8d TOE NAILS TOP
3'-0" CONC. E 6x6 POST
AND BOTTOM H
(E) VENTED CRAWLSPACE
W4 (2) 2x8 HDR
F5 F4 F3 -
_______ 6x6 POST
3'-0" W6 BLOCKED --- W4
- 4'-0" 2 NEW ADDITION SHEAR WALL
_______
--- = W5 D13 (N) BATH
G
4'-3" (N) BEDROOM 3 1 3'-2 3/4"D21 3'-6" (2) 2x8 HDR
5'-10 1/4"
S-3.2 CL. (N) STORAGE DW
DN
5'-9 1/2" 6x6 POST (N) DINING
EGRESS REMOVE WINDOW
D3
9'-0 1/2" = AND FILL IN WITH
11'-4 1/2"
F23 FRAMING ALIGN NEW FRAMING
CONVERT TO EGRESS WINDOW STAIRS:
SILL AT +44" A.F.F. MAX. 14RISERS2x8 @ 24" OC, MIN W4 TO CORNER (E) WALL (2) 2x8 HDR
3'-9 3/4" (N) KITCHEN
AT 7" 2X4 INTERIOR WALL, TYP. VAULTED CEILING 4/12 SLOPE REMOVE SIDING
13'-3 7/8" WH 1/2" AIR GAP FROM CONCRETE ON EXT. WALL
5'-6 1/4"
S LINEN S 12'-0"
2'-0" W3
F22
13'-0 1/8" STAIR OPENING Range
D18 D17 D16 5'-10" 3'-6 5/8"
4x8
7'-8 3/8" FULL HEIGHT WALL
F
3'-10"
D19 D15 STUB FOR 6'-4 7/8"
S/CM 7'-9 1/8" STAIR OPENING FUTURE SINK 1 (E)
WIN. COULD REMAIN
24'-0" 3'-11 5/8" GRINDER
(N) MECH. 2'-9 7/8" PUMP W6 BLOCKED
STORAGE CL VANITY ABV. ISLAND 10' X 5' S PANTRY (E) MASTER
BEDROOM
CLOSET SHEAR WALL
7'-10 1/8" D DBL OvenOVEN
E
28'-0"
ALIGN 8'-1 1/4" D14 CL TOILET ABV.
3'-6 5/8"
ALIGN WALL ON CENTER W/POST - (4) 2x4 OR
FLUSH INSIDE FACE OF WALL _______ 4x6 POST
9'-0 5/8"
28'-0" EXISTING BASEMENT OF POST 7'-2" --- 4x6 POST (N) SKYLIGHT OVER
THE STAIRS
TO INSIDE FACE OF BEAM (N)GLULAM
C BEAM ABV. 2'-0" SIMPSON DTT2Z
HOLD(E) DOOR OPENING
Refrigerator
CL VANITY ABV. CL SHOWER DRAIN ABV. DOWN ALTER
AS NEEDED PER DOOR
8'-10 1/8" W3 LOCATE WITHIN 3' OF PEAK D9 SELECTION
F21
F24 W5 D20
CL WASHER ABV.
EGRESS Copyright 2020 Sno Valley Cottages, LLC
All rights reserved.
(N)6X6 POST-BEARING TO CABINETS/COUNTER 3'-3 1/2" 2'-10
1/4" 4'-0 1/8" 2'-4" 2'-6"
(N) OFFICE (N) BONUS ROOM 4'-0"
F6 (N) WALL BELOW TO FTG.
6'-1 3/8"
W1
No. Date
9'-4 3/4" F25
2'-1 1/2"
CL TOILET ABV. 3'-4 1/2" S
(2) 2x8 HDR
(N) BATHROOM
13'-6" TO CL OF (E) BEAM AND POSTS D8 CL.
=
B MATCH
CL PLUMBING WALL ABV.
DIM. TO =
D10
CL SHOWER DRAIN ABV. 2'-11" WALL AT +42" A.F.F.6x6 POST D7
FACE OF 15'-8 1/2"
W6
66" VANITY 5'-11 1/4"
4'-0" CONC. DN 4'-9"
= 5'-4"
15'-11 1/4" TO STAIR OPENING CLOSET
3'-10 7/8"
1'-4" MIRROR DIM. ON FIREPLACE CENTER 7'-9 1/8" =
CONFIRM RO WITH POCKET DOOR SPECS (2)2X
NOT FOR CONSTRUCTIONFIREPLACE
D11
3 1/2"
D
3'-3 1/2"
SHOWER/TOILET
A MATCH (N) GREAT ROOM
=
EXISTING RESIDENCE FLAT CEILING AT 7' 10-3/4"6x6 POST 6x6 POST
4'-0"
2'-0"F20
MIRROR DIM. ON FIREPLACE CENTER REBUILD FP AT INTERIOR (N)6x6 POST-BEARING TO METAL RAILING 3'-1" 3'-8 1/4"S/CM SHOWER
4'-3 1/2"
F7 AT +36" A.F.F. 4'
W X 3' D = Issue Date
TO CENTER BEAM BELOW
C
- ON BEAMS ABV. AND STAIR D4 D5
_______
---
S
ADD 2' X 2' SKYLIGHT ABOVE
F8
7'-6"
9'-0 1/2" 30'-1 3/8"
W1
(N) GLULAM BEAM ABV. 42" VANITY
4'-9 7/8"
(2) 2x12 HDR (N)
BEDROOM 2 F19 Author
F9 4'-2 1/2"4'-2 1/2" 3'-4 1/2"(N) BATH W2 1'-0"
Drawn by:
D12
5'-0"
BENCH/CUBBIES/CABS
9'-7 5/8"
B
2 BASEMENT LEVEL 7'-6"
W3
F18
1/4" = 1'-0" 6'-2 7/8"
1'-4 3/8"1'-4 3/8" CLOSET
F10 F11 F12 1'-3 1/2" 4'-5 1/2"2'-10" 2'-2" 2'-4 1/2" 6'-7 7/8"
6'-7 7/8" 4'-9 7/8"
FLOOR FRAMING PLAN NOTES: STUD AND SHEAR WALL PLAN NOTES: 3'-1 3/8"
REMODEL/ADDITION FLOOR PLANS
FLOOR PLAN NOTES1.STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S-1.0, 1.STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S-1.0,
D1 EGRESS Scale: As indicated
SMOKE ALARMS AND HEAT DETECTION S-1.1, AND S-1.2.
A
S-1.1, AND S-1.2. REQUIRED LOCATIONS R314.3: 1'-6"4x6 POST 3'-0"
7'-6"
FRAMING: 2X6 EXTERIOR WALLS FRAMING - DOOR SCH.
SMOKE ALARMS/CARBON MONOXIDE DETECTORS SHALL BE INSTALLED IN:
2X4/6's AT INTERIOR WALLS 2.LUMBER GRADE PER STRUCTURAL GENERAL NOTES.
UNLESS NOTED OTHERWISE2.ALL DUCTS CHASES AND PIPES SHALL BE PER MECHANICAL, PLUMBING, ELECTRICAL AND1. IN EACH SLEEPING ROOM OR SLEEPING LOFT NO. DOOR SIZE HEAD HEIGHT COMMENTS
F13 F14 F15 F16 F17 FILL IN 2X4 FRAMING
2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE
SPRINKLER DRAWINGS. BASEMENT FF
AT ALL MODIFIED
SEE STRUCTURAL NOTES FOR STUD SCHEDULE. VICINITY OF THE BEDROOMS. D13 2'-6" 6'-8" 3.ALL INTERIOR NON-BEARING, NON-STRUCTURAL WALL STUD REQUIREMENTS PER6'-8" COVERED
WINDOW OPENINGS
3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING
CONCEALED SPACES SHALL BE FIRESTOPPED IN BOTH DIRECTIONS AT 3.23/32 FLOOR SHEATHING PER STUCTURAL GENERAL NOTES. SHEATHING TO BE GLUEDBASEMENTS AND HABITABLE ATTICS. D14 2'-10"
6'-8" STRUCTURAL GENERAL NOTES.6'-8" NEW ADDITION - PORCH
10" ON CENTER AND AT FLOORS. TYPICAL.AND NAILED TO FLOOR FRAMING WITH 8d X 2 ½4. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET FROM†COMMON WIRE NAILS @ 6†OC AT D15 2'-6"
6'-8" 6'-8" _______
---
SUPPORTED PANEL EDGES, AND 12†OC FIELD NAILING. LAY SHEATHING THE LONGTHE DOOR OR OPENING OF A BATHROOM. D16 2'-4" 6'-8" 4.UNLESS NOTED OTHERWISE ON PLAN: HEADERS TO BE (2)
2x8, TO BE SUPPORTED BY (1)6'-8"
ALL ESCAPE OR RESCUE WINDOWS FROM SLEEPING ROOMS SHALL 4. AN ADDITIONAL SMOKE DETECTOR SHALL BE INSTALLED IN EACH
DIRECTION PERPENDICULAR TO SUPPORTS AND STAGGER PANEL END JOINTS. ALLOW 1/8LOCATION WHERE THERE IS A CEILING HEIGHT CHANGE GREATER†D17 1'-8" 6'-8" TRIMMER AND (1) KING STUD
MINIMUM, CONNECTION HEADERS INTO KING STUD WITH (4)6'-8" DN
HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. THE
D18 2'-6" 6'-8" TOTAL 10d END NAILS EACH SIDE. KING STUDS TO BE CONNECTED TOP AND BOTTOM WITH6'-8"
MINIMUM CLEAR OPENING HEIGHT DIMENSION SHALL BE 24". MINIMUM SPACE BETWEEN PANEL ENDS AND EDGES. THAN 24".
CLEAR OPENING WIDTH DIMENSION SHALL BE 20". SILL HEIGHT SHALL D19 2'-6" 6'-8" (4) 10d TOE NAILS, UNLESS NOTED OTHERWISE ON PLAN.6'-8"
NOT BE MORE THAN 44" ABOVE THE FLOOR.4.ALL WOOD EXPOSED TO CONCRETE, WEATHER, OR WITHIN 8ALTERATIONS, REPAIRS AND ADDITIONS R314.2.2 †OF FINISHED GRADE SHALLWHERE ALTERATIONS, D20
2'-6" 6'-8" 6'-8"
REPAIRS OR ADDITIONS REQUIRING A PERMIT OCCUR, OR WHERE ONE OR D21 5'-0" 6'-8" 5.ALL TRIMMERS TO BE CONTINUOUS TO FOUNDATION.6'-8"
SHOWER COMPARTMENTS BE PRESSURE TREATED.AND WALLS AROUND BATHTUBS WITH MORE SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING
DEMO 2'-6" 6'-8" 6'-8"
SHOWERS SHALL BE FINISHED WITH A SMOOTH NON-ABSORBANT DWELLINGS, OR WHERE AN ACCESSORY DWELLING UNIT IS CREATED
SURFACE TO NOT LESS THAN 72" ABOVE THE FLOOR (IRC R307.2). WITHIN AN EXISTING DWELLING UNIT, EACH DWELLING UNIT SHALL BE DEMO 2'-6" 6'-8" 6.ALL BEAMS, EXCLUDING HEADERS, SHOWN
ON FRAMING PLAN SHALL BE SUPPORTED BY (2)6'-8"
5.ALL 2X HANGERS TO BE TOP FLANGE BEARING SIMPSON JB TYPE, UNLESS NOTED
EQUIPPED WITH SMOKE ALARMS AS REQUIRED FOR NEW DWELLINGS. MAIN LEVEL BUNDLED STUDS OR 4X MEMBER, MINIMUM UNLESS NOTED OTHERWISE ON PLAN. ALL
OTHERWISE. ANY HANGERS REQUIRED AT BEAMS ARE SPECIFIED ON PLAN. I JOIST
ALL BEDROOM DOORS, AND BATHROOM DOORS IN BATHROOMS WITH AN D1 3'-0" 6'-8" BUNDLED STUDS TO BE CONTINUOUS TO FOUNDATION.6'-8" D2 1 MAIN LEVEL
OCCUPANCY VENTILATION FAN SHALL BE UNDERCUT A MINIMUM OF 3/4"HANGERS TO BE TOP FLANGE BEARING SIMPSON MIT OR ITS TYPE, UNLESS NOTED D2 6'-0" 6'-8" 6'-8" 1/4" = 1'-0"
ABOVE THE ADJACENT FLOOR COVERING OR PROVIDE SWEEP UNDEROTHERWISE.
D3 6'-0" 6'-8" 6'-8"
DOOR AND TRANSFER GRILLE ABOVE DOOR. HEAT DETECTION INTERCONNECTION R314.4.1 HEAT DETECTORS AND 7.ALL EXTERIOR WALLS TO BE CONTINUOUSLY SHEATHED PER SHEAR WALL SCHEDULE
HEAT ALARMS SHALL BE CONNECTED TO AN ALARM OR A SMOKE ALARM D4 2'-6" 6'-8" 6'-8"
6.BEAMS ARE FLUSH FRAMED WITH JOISTS, UNLESS NOTED OTHERWISE ON DETAILS, OR ON 11-S3.1 “UNBLOCKED W6â€, UNLESS NOTED OTHERWISE ON PLAN.
PROVIDE WEATHER RESISTANT FIBER CEMENT WALLBOARD UNDER TUB THAT IS INSTALLED IN THE DWELLING. ALARMS THAT ARE INSTALLED FOR D5 2'-8" 6'-8" 6'-8"
AND SHOWER ENCLOSURE MATERIALS TO A HEIGHT OF 70" MINIMUM PLANS AS “DB.†DB INDICTES A “DROPPED BEAMTHIS PURPOSE SHALL BE LOCATED IN A HALLWAY, ROOM, OR OTHER†WHICH IS FRAMED
BELOW THE FLOOR. D6 2'-6" 6'-8" 6'-8"
ABOVE THE DRAIN INLET.WHERE BEAMS ARE NOT SUPPORTED BY HANGERS, SUPPORT IS PER THE STUD AND SHEARLOCATION THAT WILL PROVIDE OCCUPANT NOTIFICATION. D7 2'-6" 6'-8" 8.ALL SHEAR WALLS
INDICATED ON PLAN TO HAVE (2) BUNDLED STUDS AT WALL ENDS,6'-8" ARLINGTON, WA
WALL PLAN. PROVIDE A35 CLIPS EA SIDE OF BEAMS THAT BEAR ON DOUBLE TOP PLATES. D8 2'-6" 6'-8" UNLESS NOTED OTHERWISE ON PLAN. HOLD DOWNS ARE AS INDICATED ON PLAN, AND MAY6'-8"
FLOOR PLAN KEY NOTES 309 S DUNHAM AVE
ALL BEDROOM DOORS, AND BATHROOM DOORS IN BATHROOMS WITH AN COMBINATION ALARMS R314.5 COMBINATION SMOKE AND CARBON NOT BE REQUIRED AT SOME WALLS.
OCCUPANCY VENTILATION FAN SHALL BE UNDERCUT A MINIMUM ? 3/4" MONOXIDE ALARMS MAY BE USED IN PLACE OF SMOKE ALARMS. D9 6'-0" 6'-8" 6'-8" NO. DESCRIPTION
ABOVE THE ADJACENT FLOOR COVERING OR PROVIDE SWEEP UNDER 7.WOOD “I-JOISTS†TO BE DESIGNED BY OTHERS. SUBMITTAL INFORMATION, DESIGN D10 5'-0" 6'-8" 6'-8" 1 EXISTING SEWER
~5' ABOVE FFE
DOOR AND TRANSFER GRILLE ABOVE DOOR. CRITERIA, RIM JOIST, AND BLOCKING REQUIREMENTS PER STRUCTURAL GENERAL NOTES.POWER SOURCE R314.6 SMOKE ALARMS, HEAT ALARMS, AND HEAT D11 2'-6"
6'-8" 9.POST BASES AND CAPS, WHERE NECESSARY, ARE INDICATED ON PLAN.6'-8" 2 EXISTING ELECTRICAL PANEL-150 AMP, UPGRADE TO 200 AMP
DETECTORS SHALL RECEIVE PRIMARY POWER FROM THE BUILDING D12 5'-0" 6'-8" 6'-8"
1. A CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH WIRING AND, WHEN POWER IS INTERRUPTED, SHALL RECEIVE POWER D22 2'-6" 6'-8" 10.FABRICATE ALL STEEL COLUMNS -¼6'-8"
†PER FLOOR TO ALLOW FOR WOOD SHRINKAGE.
SEPARATE SLEEPING AREA IN IMMEDIATE VICINITY OF BEDROOMS 8.ALL RIM JOISTS TO BE 1 ½†LSL MINIMUM, UNLESS OTHERWISE NOTED ON PLAN.FROM A BATTERY.
VIRTUS STAMP AND SCOPE 309 S DUNHAM AVE ADDITION
AND ON EACH LEVEL PER 2015 IRC R315. DEMO 2'-0" 6'-8" 6'-8"
ENCOMPASSES THE PRIMARY
2. A SMOKE DETECTOR SHALL BE INSTALLED IN EACH HABITABLE ROOM.9.BEARING STUD, SHEAR WALL, HOLD-DOWN, POST SIZE, AND POST CAP AND BASEINTERCONNECTIVITY R314.4 WHERE MORE THAN ONE SMOKE
ALARM IS DEMO 2'-4" 6'-8" 11.WALL ANCHORAGE AND OTHER TYPICAL WALL FRAMING DETAILS PER SHEETS S-3.0 AND6'-8"
3. A SMOKE DETECTOR SHALL BE CENTRALLY LOCATED ON EACH REQUIREMENTS BELOW PER STUD AND SHEAR WALL PLAN.REQUIRED TO BE INSTALLED, THE ALARM DEVICES SHALL BE DEMO 5'-0" 6'-8" S-3.1.
NOT ALL DETAILS MAY BE APPLICABLE.6'-8" STRUCTURAL ELEMENTS AS SHOWN
FLOOR. INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE
IN THE REDLINE MARKUPS, ONLY.
DEMO 2'-6" 6'-8" 6'-8"
4. AN ADDITIONAL SMOKE DETECTOR SHALL BE INSTALLED IN EACH ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL DWELLING
DEMO 2'-6" 6'-8" 6'-8"
LOCATION WHERE THERE IS A CEILING HEIGHT CHANGE GREATER 10.FABRICATE ALL STEEL COLUMNS -1/4†PER FLOOR TO ALLOW FOR WOOD SHRINKAGE.UNIT. PHYSICAL INTERCONNECTION OF SMOKE ALARMS SHALL
NOT BE PROJECT: SMITH REMODEL PROJECT NUMBER: 24081-0106
THAN 24". REQUIRED WHERE LISTED WIRELESS ALARMS ARE INSTALLED AND ALL DEMO 2'-0" 6'-8" 6'-8"
5. SMOKE DETECTORS SHALL BE 110V HARDWIRED, INTERCONNECTED, ALARMS SOUND UPON ACTIVATION OF ONE ALARM.
11.TYPICAL DETAILS PER S-3.2. NOT ALL DETAILS MAY BE APPLICABLE.
Job No.: 23-15
WITH BATTERY BACKUP, PER 2015 IRC R314. WHERE AN ACCESSORY DWELLING UNIT IS CREATED WITHIN AN EXISTING
DATE: 01/16/2025
NOTE: A SPRINKLER SYSTEM IS NOT REQUIRED FOR THIS RESIDENCE. DWELLING UNIT ALL REQUIRED SMOKE ALARMS, IN THE ACCESSORY
DWELLING UNIT AND THE PRIMARY DWELLING UNIT, SHALL BE DESCRIPTION: MAIN LEVEL FRAMING, AND MAIN LEVEL STUD
DRAWN BY: CDA
INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE AND SHEAR WALL PLANS
ALARM WILL ACTIVATE ALL ALARMS IN BOTH THE PRIMARY DWELLING UNIT
A2.0
AND THE ACCESSORY DWELLING UNIT
_______
-
28'-0 1/2"
14'-0 1/4" 14'-0 1/4"
9
1 - 2 3 4 5 6 7 8 9
_______
---
1 2 3 4 5 6 7 8
H DIM. TO CL OF POST
-
_______
I
---
G
(N)GLULAM BEAM ABV.
39'-1 7/8"
COVERED PORCH ADDITION
VAULTED CEILING 4/12 SLOPE
(N) VENTED CRAWLSPACE (N) FOUNDATION, SEE FDN PLAN GUARDRAILS
REQUIRED IF DECK SURFACE
MORE
THAN 30" ABOVE GRADE
-
_______
---
WINDER REQUIRED 12'-9 1/4"
TO MEET HEADROOM (E) FOUNDATION, SEE FDN PLAN
PER CODE-6'-8" MIN. 13'-9 1/4" 14'-3 1/4"
NEW ADDITION 9'-4 3/4" 4'-4 1/2" 2'-7 1/4" 4'-7" 4'-7" 2'-6" 4'-1"
F
DIM. TO
F2 F1
FACE OF DIM. TO
CONC. 10'-0 3/8" 2'-5 1/2" 6'-8 1/2" 9'-3 3/8" 9'-8 1/8" FACE OF 9'-4 3/4" 4'-4 1/2" D2
CONC. E
(E) VENTED CRAWLSPACE
H
W4
F5 F4 F3 -
_______
3'-0" --- W4
- 4'-0" 2 NEW ADDITION
_______
--- = W5 D13 (N) BATH
G
4'-3" (N) BEDROOM 3 3'-2 3/4"D21 3'-6"
5'-10 1/4"
DW
DN
CL. (N) STORAGE
5'-9 1/2" (N) DINING
EGRESS REMOVE WINDOW
D3
9'-0 1/2" = AND FILL IN WITH
11'-4 1/2"
F23 FRAMING ALIGN NEW FRAMING
CONVERT TO EGRESS WINDOW STAIRS:
W4 TO CORNER (E) WALL
SILL AT +44" A.F.F. MAX. 14RISERS 3'-9 3/4" (N) KITCHEN
AT 7" 2X4 INTERIOR WALL, TYP. VAULTED CEILING 4/12 SLOPE REMOVE SIDING
13'-3 7/8" WH 1/2" AIR GAP FROM CONCRETE ON EXT. WALL
5'-6 1/4"
S LINEN S 12'-0"
2'-0" W3
F22
13'-0 1/8" STAIR OPENING Range
D18 D17 D16 5'-10" 3'-6 5/8"
7'-8 3/8" FULL HEIGHT WALL6x6 ON TOP OF
F
3'-10"
D19 D15 STUB FOR GLULAM. SIMPSON6'-4 7/8"
S/CM 7'-9 1/8" STAIR OPENING FUTURE SINK 1 (E)
WIN. COULD REMAIN
24'-0" GRINDER BC60 HALF BASE
3'-11 5/8"
(N) MECH. 2'-9 7/8" PUMP
STORAGE CL VANITY ABV. ISLAND 10' X 5' S PANTRY (E) MASTER
BEDROOM
CLOSET
7'-10 1/8" D DBL OvenOVEN
E
28'-0"
ALIGN 8'-1 1/4" D14 CL TOILET ABV. GL 5 1/2" x 16"
3'-6 5/8"
ALIGN WALL ON CENTER W/POST - SIMPSON BA
FLUSH INSIDE FACE OF WALL _______
9'-0 5/8"
28'-0" EXISTING BASEMENT OF POST 7'-2" --- (N) SKYLIGHT OVER
THE STAIRS
TO INSIDE FACE OF BEAM HANGER
(N)GLULAM
2'-0"
C BEAM ABV. (E) DOOR
OPENING
Refrigerator
CL SHOWER DRAIN ABV. 4x4 POST ABOVE ALTER AS
NEEDED PER DOOR
CL VANITY ABV. 2x8 @ 24" OC
8'-10 1/8" WINDOW HEADER W3 LOCATE WITHIN 3' OF PEAK D9 SELECTION
F21
F24 W5 D20 SISTERED TO (E) 2x6
CL WASHER ABV.
EGRESS Copyright 2020 Sno Valley Cottages, LLC
All rights reserved.
(N)6X6 POST-BEARING TO CABINETS/COUNTER 3'-3 1/2" 2'-10
1/4" 4'-0 1/8" 2'-4" 2'-6"
(N) OFFICE (N) BONUS ROOM 4'-0"
F6 (N) WALL BELOW TO FTG.
6'-1 3/8"
GL 5 1/2" x 10 1/2" W1
No. Date
9'-4 3/4" F25 6x6 ON TOP OF
2'-1 1/2"
CL TOILET ABV. 3'-4 1/2" S
GLULAM. SIMPSON
(N) BATHROOM
13'-6" TO CL OF (E) BEAM AND POSTS BC60 HALF BASE D8 CL.
=
B MATCH
CL PLUMBING WALL ABV.
DIM. TO =
D10
CL SHOWER DRAIN ABV. 2'-11" WALL AT +42" A.F.F. D7
FACE OF 15'-8 1/2"
W6 SIMPSON HUC
66" VANITY 5'-11 1/4"
4'-0" CONC. DN 4'-9"
= 5'-4"
15'-11 1/4" TO STAIR OPENING HANGER CLOSET
3'-10 7/8"
1'-4" MIRROR DIM. ON FIREPLACE CENTER 7'-9 1/8" =
CONFIRM RO WITH POCKET DOOR SPECS (2)2X
NOT FOR CONSTRUCTIONFIREPLACE
D11
4x8 3 1/2" 3'-3 1/2"
SHOWER/TOILET D
A MATCH (N) GREAT ROOM6x6 ON TOP OF
=
FLAT CEILING AT 7' 10-3/4"
4x4 POST ABOVEEXISTING RESIDENCE GLULAM. SIMPSON
F20
4'-0"
2'-0"
WINDOW HEADERMIRROR DIM. ON FIREPLACE CENTER REBUILD FP AT INTERIOR BC60 HALF BASE(N)6x6 POST-BEARING TO METAL RAILING 3'-1" 3'-8 1/4"S/CM SHOWER
4'-3 1/2"
F7 AT +36" A.F.F. 4'
W X 3' D = Issue Date
TO CENTER BEAM BELOW
C
- ON BEAMS ABV. AND STAIR D4 D5
_______
---
S
ADD 2' X 2' SKYLIGHT ABOVE
F8
7'-6"
9'-0 1/2" 30'-1 3/8"
W1
(N) GLULAM BEAM ABV. 42" VANITY
4'-9 7/8"
(N)
BEDROOM 2 F19 Author
F9 4'-2 1/2"4'-2 1/2" 3'-4 1/2"(N) BATH W2 1'-0"
Drawn by:
D12
5'-0"
BENCH/CUBBIES/CABS
9'-7 5/8"
B
2 BASEMENT LEVEL 7'-6" GL 5 1/2" x 10 1/2"
W3
F18
1/4" = 1'-0" 6'-2 7/8"
1'-4 3/8"1'-4 3/8" CLOSET
F10 F11 F12 1'-3 1/2" 4'-5 1/2"2'-10" 2'-2" 2'-4 1/2" 6'-7 7/8"
6'-7 7/8" 4'-9 7/8" REMODEL/ADDITION FLOOR PLANS
3'-1 3/8"
ROOF FRAMING PLAN NOTES:
EGRESS Scale:
FLOOR PLAN NOTES D1
As indicated
SMOKE ALARMS AND HEAT DETECTION 1.STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S-1.0,
A
FRAMING: 2X6 EXTERIOR WALLS REQUIRED LOCATIONS R314.3: S-1.1, AND S-1.2.FRAMING - DOOR SCH. 1'-6" 3'-0"
7'-6"
SMOKE ALARMS/CARBON MONOXIDE DETECTORS SHALL BE INSTALLED IN:
2X4/6's AT INTERIOR WALLS
UNLESS NOTED OTHERWISE 1. IN EACH SLEEPING ROOM OR SLEEPING LOFT NO. DOOR SIZE HEAD HEIGHT COMMENTS F13 F14 F15
F16 F17 FILL IN 2X4 FRAMING
2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE 2.ALL DUCTS CHASES AND PIPES SHALL BE PER MECHANICAL, PLUMBING, ELECTRICAL AND
BASEMENT FF
AT ALL MODIFIED
SEE STRUCTURAL NOTES FOR STUD SCHEDULE. VICINITY OF THE BEDROOMS. D13 2'-6" 6'-8"SPRINKLER DRAWINGS. 6'-8" COVERED
WINDOW OPENINGS
3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING
CONCEALED SPACES SHALL BE FIRESTOPPED IN BOTH DIRECTIONS AT BASEMENTS AND HABITABLE ATTICS. D14 2'-10" 6'-8" 6'-8" NEW ADDITION - PORCH
10" ON CENTER AND AT FLOORS. TYPICAL. 4. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET FROM D15 2'-6" 6'-8"3.ROOF SHEATHING PER PLAN AND STUCTURAL GENERAL NOTES. SHEATHING
TO BE NAILED6'-8" _______
---
THE DOOR OR OPENING OF A BATHROOM. D16 2'-4" 6'-8"TO ROOF FRAMING WITH 8d X 2 ½6'-8" †COMMON WIRE NAILS @ 6†OC AT SUPPORTED PANEL
ALL ESCAPE OR RESCUE WINDOWS FROM SLEEPING ROOMS SHALL 4. AN ADDITIONAL SMOKE DETECTOR SHALL BE INSTALLED IN EACH D17 1'-8" 6'-8"EDGES, AND 126'-8" †OC FIELD NAILING. LAY
SHEATHING THE LONG DIRECTION PERPENDICULAR DN
HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. THE LOCATION WHERE THERE IS A CEILING HEIGHT CHANGE GREATER TO SUPPORTS AND STAGGER PANEL END JOINTS. ALLOW 1/8†SPACE BETWEEN
PANEL ENDS
D18 2'-6" 6'-8" 6'-8"
MINIMUM CLEAR OPENING HEIGHT DIMENSION SHALL BE 24". MINIMUM THAN 24".
CLEAR OPENING WIDTH DIMENSION SHALL BE 20". SILL HEIGHT SHALL D19 2'-6" 6'-8"AND EDGES.6'-8"
NOT BE MORE THAN 44" ABOVE THE FLOOR. ALTERATIONS, REPAIRS AND ADDITIONS R314.2.2 WHERE ALTERATIONS, D20 2'-6" 6'-8" 6'-8"
REPAIRS OR ADDITIONS REQUIRING A PERMIT OCCUR, OR WHERE ONE OR D21 5'-0" 6'-8"4.ALL 2X HANGERS TO BE TOP FLANGE BEARING SIMPSON JB TYPE, UNLESS NOTED6'-8"
SHOWER COMPARTMENTS AND WALLS AROUND BATHTUBS WITH MORE SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING
DEMO 2'-6" 6'-8"OTHERWISE. ANY HANGERS REQUIRED AT BEAMS ARE SPECIFIED ON PLAN. I JOIST6'-8"
SHOWERS SHALL BE FINISHED WITH A SMOOTH NON-ABSORBANT DWELLINGS, OR WHERE AN ACCESSORY DWELLING UNIT IS CREATED
DEMO 2'-6" 6'-8"HANGERS TO BE TOP FLANGE BEARING SIMPSON MIT OR ITS TYPE, UNLESS NOTED6'-8"
SURFACE TO NOT LESS THAN 72" ABOVE THE FLOOR (IRC R307.2). WITHIN AN EXISTING DWELLING UNIT, EACH DWELLING UNIT SHALL BE
EQUIPPED WITH SMOKE ALARMS AS REQUIRED FOR NEW DWELLINGS. MAIN LEVEL OTHERWISE.
ALL BEDROOM DOORS, AND BATHROOM DOORS IN BATHROOMS WITH AN D1 3'-0" 6'-8" 6'-8" D2 1 MAIN LEVEL
OCCUPANCY VENTILATION FAN SHALL BE UNDERCUT A MINIMUM OF 3/4" D2 6'-0" 6'-8"5.BEAMS ARE FLUSH FRAMED WITH JOISTS, UNLESS NOTED OTHERWISE ON DETAILS, OR ON6'-8" 1/4" = 1'-0"
ABOVE THE ADJACENT FLOOR COVERING OR PROVIDE SWEEP UNDER
DOOR AND TRANSFER GRILLE ABOVE DOOR. HEAT DETECTION INTERCONNECTION R314.4.1 HEAT DETECTORS AND D3 6'-0" 6'-8"PLANS AS 6'-8"“DB.†DB INDICTES A “DROPPED BEAM†WHICH IS
FRAMED BELOW THE FLOOR.
HEAT ALARMS SHALL BE CONNECTED TO AN ALARM OR A SMOKE ALARM D4 2'-6" 6'-8"WHERE BEAMS ARE NOT SUPPORTED BY HANGERS, SUPPORT IS PER THE STUD AND SHEAR6'-8"
PROVIDE WEATHER RESISTANT FIBER CEMENT WALLBOARD UNDER TUB THAT IS INSTALLED IN THE DWELLING. ALARMS THAT ARE INSTALLED FOR D5 2'-8" 6'-8"WALL PLAN. PROVIDE A35 CLIPS EA SIDE
OF BEAMS THAT BEAR ON DOUBLE TOP PLATES.6'-8"
AND SHOWER ENCLOSURE MATERIALS TO A HEIGHT OF 70" MINIMUM THIS PURPOSE SHALL BE LOCATED IN A HALLWAY, ROOM, OR OTHER D6 2'-6" 6'-8" 6'-8"
ABOVE THE DRAIN INLET. LOCATION THAT WILL PROVIDE OCCUPANT NOTIFICATION.
D7 2'-6" 6'-8"6.PROVIDE SIMPSON STRONG TIE H2.5A TIES AT ALL ROOF TRUSSES6'-8" FLOOR PLAN KEY NOTES
ARLINGTON, WA
D8 2'-6" 6'-8" 6'-8"
309 S DUNHAM AVE
ALL BEDROOM DOORS, AND BATHROOM DOORS IN BATHROOMS WITH AN COMBINATION ALARMS R314.5 COMBINATION SMOKE AND CARBON
OCCUPANCY VENTILATION FAN SHALL BE UNDERCUT A MINIMUM ? 3/4" MONOXIDE ALARMS MAY BE USED IN PLACE OF SMOKE ALARMS. D9 6'-0" 6'-8"7.WHERE SHEAR WALLS ARE PERPENDUCLAR TO ROOF TRUSSES,
PROVIDE 2X BLOCKING6'-8" NO. DESCRIPTION
ABOVE THE ADJACENT FLOOR COVERING OR PROVIDE SWEEP UNDER D10 5'-0" 6'-8" 6'-8" 1 EXISTING SEWER ~5' ABOVE FFE
BETWEEN ROOF TRUSSES WITH SIMPSON STRONG TIE A35 CLIPS @ 24†OC INTO THE
DOOR AND TRANSFER GRILLE ABOVE DOOR. POWER SOURCE R314.6 SMOKE ALARMS, HEAT ALARMS, AND HEAT D11 2'-6" 6'-8" 6'-8" 2 EXISTING ELECTRICAL PANEL-150 AMP, UPGRADE TO 200 AMP
DETECTORS SHALL RECEIVE PRIMARY POWER FROM THE BUILDING DOUBLE PLATE. WHERE SHEAR WALLS ARE PARALLEL, ALIGN TRUSS OVER SHEAR WALL,
D12 5'-0" 6'-8" 6'-8"
1. A CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH WIRING AND, WHEN POWER IS INTERRUPTED, SHALL RECEIVE POWER AND PROVIDE CONNECTION PER SHEAR WALL SCHEDULE.
SEPARATE SLEEPING AREA IN IMMEDIATE VICINITY OF BEDROOMS D22 2'-6" 6'-8" 6'-8"
309 S DUNHAM AVE ADDITION
FROM A BATTERY.
VIRTUS STAMP AND SCOPE
AND ON EACH LEVEL PER 2015 IRC R315. DEMO 2'-0" 6'-8" 6'-8"
8.ALL RIM JOISTS TO BE 1 ½†LSL MINIMUM, UNLESS OTHERWISE NOTED ON PLAN.
ENCOMPASSES THE PRIMARY
2. A SMOKE DETECTOR SHALL BE INSTALLED IN EACH HABITABLE ROOM. INTERCONNECTIVITY R314.4 WHERE MORE THAN ONE SMOKE ALARM IS DEMO 2'-4" 6'-8" 6'-8"
3. A SMOKE DETECTOR SHALL BE CENTRALLY LOCATED ON EACH REQUIRED TO BE INSTALLED, THE ALARM DEVICES SHALL BE DEMO 5'-0" 6'-8" 6'-8"
STRUCTURAL ELEMENTS AS SHOWN
FLOOR. INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE DEMO 2'-6" 6'-8"9.ADDITIONAL TYPICAL DETAILS NOT CALLED OUT ON PLAN PER SHEET S-4.0. NOT ALL6'-8"
IN THE REDLINE MARKUPS, ONLY.
4. AN ADDITIONAL SMOKE DETECTOR SHALL BE INSTALLED IN EACH ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL DWELLING DETAILS MAY BE APPLICABLE.
DEMO 2'-6" 6'-8" 6'-8"
LOCATION WHERE THERE IS A CEILING HEIGHT CHANGE GREATER UNIT. PHYSICAL INTERCONNECTION OF SMOKE ALARMS SHALL NOT BE PROJECT: SMITH REMODEL
PROJECT NUMBER: 24081-0106
THAN 24". REQUIRED WHERE LISTED WIRELESS ALARMS ARE INSTALLED AND ALL DEMO 2'-0" 6'-8" 6'-8"
5. SMOKE DETECTORS SHALL BE 110V HARDWIRED, INTERCONNECTED, ALARMS SOUND UPON ACTIVATION OF ONE ALARM.
Job No.: 23-15
WITH BATTERY BACKUP, PER 2015 IRC R314. WHERE AN ACCESSORY DWELLING UNIT IS CREATED WITHIN AN EXISTING
DATE: 01/16/2025
NOTE: A SPRINKLER SYSTEM IS NOT REQUIRED FOR THIS RESIDENCE. DWELLING UNIT ALL REQUIRED SMOKE ALARMS, IN THE ACCESSORY
DWELLING UNIT AND THE PRIMARY DWELLING UNIT, SHALL BE DESCRIPTION: CEILING SOFFIT FRAMING PLAN
DRAWN BY: CDA
INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE
ALARM WILL ACTIVATE ALL ALARMS IN BOTH THE PRIMARY DWELLING UNIT
A2.0
AND THE ACCESSORY DWELLING UNIT
_______
-
28'-0 1/2"
8
14'-0 1/4" 14'-0 1/4"
9
1 - 2 3 4 5 6 7 8 9 S-4.2
_______
---
1 2 3 4 5 6 7 8
H DIM. TO CL OF POST
-
_______
I
---
G
(N)GLULAM BEAM ABV.
39'-1 7/8"
COVERED PORCH ADDITION
(N) FOUNDATION, SEE FDN PLAN 2x10 @ 24" OCVAULTED CEILING 4/12 SLOPE 2x10 @ 24" OC GUARDRAILS
REQUIRED IF DECK SURFACE
(N) VENTED CRAWLSPACE MORE
THAN 30" ABOVE GRADE
-
_______
---
WINDER REQUIRED 12'-9 1/4"
TO MEET HEADROOM (E) FOUNDATION, SEE FDN PLAN
PER CODE-6'-8" MIN. 13'-9 1/4" 14'-3 1/4"
NEW ADDITION 9'-4 3/4" 4'-4 1/2" 2'-7 1/4" 4'-7" 4'-7" 2'-6" 4'-1"
F (DROPPED)
DIM. TO
F2 F1 GL 5 1/2" x 10
1/2"
FACE OF DIM. TO
CONC. 10'-0 3/8" 2'-5 1/2" 6'-8 1/2" 9'-3 3/8" 9'-8 1/8" FACE OF (DROPPED)9'-4 3/4" 4'-4 1/2" D2
CONC. E GL 5 1/2" x 10 1/2"
H
(E) VENTED CRAWLSPACE
W4
F5 F4 F3 -
_______
3'-0" --- W4
- 4'-0" 2 NEW ADDITION
_______
--- = W5 D13 (N) BATH
12 G
4'-3" (N) BEDROOM 3 3'-2 3/4"D21 3'-6"
5'-10 1/4"
DW
S-4.0DN
CL. (N) STORAGE
5'-9 1/2" (N) DINING
TYPICAL AT NEW
EGRESS REMOVE WINDOW
CONSTRUCTION, UNLESS
D3
9'-0 1/2" F23 = AND FILL IN WITH
NOTED OTHERWISE 11'-4 1/2"
FRAMING ALIGN NEW FRAMING
CONVERT TO EGRESS WINDOW STAIRS: W4 GL 5 1/2" x 10 1/2" RIDGE BEAMTO CORNER (E) WALL
SILL AT +44" A.F.F. MAX. 14RISERS 3'-9 3/4" (N) KITCHEN
AT 7" 2X4 INTERIOR WALL, TYP. VAULTED CEILING 4/12 SLOPE 6 REMOVE SIDING
13'-3 7/8" WH 1/2" AIR GAP FROM CONCRETE ON EXT. WALL
5'-6 1/4"
S LINEN S 12'-0"
2'-0" S-4.0 W3
F22
13'-0 1/8" STAIR OPENING Range
D18 D17 D16 5'-10" 3'-6 5/8"
7'-8 3/8" FULL HEIGHT WALL
F
3'-10"
D19 D15 STUB FOR 6'-4 7/8"
S/CM 7'-9 1/8" STAIR OPENING FUTURE SINK 1 (E)
WIN. COULD REMAIN
24'-0" 3'-11 5/8" GRINDER
(N) MECH. 2'-9 7/8" PUMP
STORAGE CL VANITY ABV. ISLAND 10' X 5' S PANTRY (E) MASTER
BEDROOM
CLOSET
7'-10 1/8" D DBL OvenOVEN
E
28'-0"
ALIGN 8'-1 1/4" D14 CL TOILET ABV.
3'-6 5/8"
ALIGN WALL ON CENTER W/POST -
FLUSH INSIDE FACE OF WALL _______
9'-0 5/8"
28'-0" EXISTING BASEMENT OF POST 7'-2" --- (N) SKYLIGHT OVER
THE STAIRS
TO INSIDE FACE OF BEAM (N)GLULAM
2'-0"
C BEAM ABV. 6'-0" Refrigerator (E) DOOR
OPENING
CL SHOWER DRAIN ABV. ALTER AS
NEEDED PER DOOR
CL VANITY ABV.
8'-10 1/8" W3 LOCATE WITHIN 3' OF PEAK D9 SELECTION
F21
F24 W5 D20
CL WASHER ABV. GL 5 1/2" x 10 1/2"
EGRESS Copyright 2020 Sno Valley Cottages, LLC
All rights reserved.
(N)6X6 POST-BEARING TO CABINETS/COUNTER 3'-3 1/2" 2'-10
1/4" 4'-0 1/8" 2'-4" 2'-6"
(N) OFFICE (N) BONUS ROOM (DROPPED) 4'-0"
F6 (N) WALL BELOW TO FTG.
6'-1 3/8"
W1
No. Date
9'-4 3/4" F25
2'-1 1/2"
CL TOILET ABV. 3'-4 1/2" S
10
(N) BATHROOM
13'-6" TO CL OF (E) BEAM AND POSTS D8 CL.
=
B S-4.0MATCH
CL PLUMBING WALL ABV.
DIM. TO =
D10
CL SHOWER DRAIN ABV. 2'-11" WALL AT +42" A.F.F. D7
FACE OF 15'-8 1/2" (E) 2x4 @ 24" OC
5'-11 1/4"
W6
66" VANITY
4'-0" CONC. DN 4'-9"
= 5'-4"
15'-11 1/4" TO STAIR OPENING CLOSET
3'-10 7/8"
1'-4" MIRROR DIM. ON FIREPLACE CENTER 7'-9 1/8" =
CONFIRM RO WITH POCKET DOOR SPECS (2)2X
NOT FOR CONSTRUCTIONFIREPLACE
D11
3 1/2"
D
3'-3 1/2"
SHOWER/TOILET
A MATCH (N) GREAT ROOM
=
FLAT CEILING AT 7' 10-3/4"
EXISTING RESIDENCE
F20
4'-0"
2'-0"
MIRROR DIM. ON FIREPLACE CENTER REBUILD FP AT INTERIOR (N)6x6 POST-BEARING TO METAL RAILING 3'-1" 3'-8 1/4"S/CM SHOWER
4'-3 1/2"
F7 AT +36" A.F.F. 4'
W X 3' D = Issue Date
TO CENTER BEAM BELOW
C
- ON BEAMS ABV. AND STAIRGL 5 1/2" x 10 1/2" D4 D5
_______
--- (DROPPED)
S
ADD 2' X 2' SKYLIGHT ABOVE
F8
7'-6"
9'-0 1/2" 30'-1 3/8" 10
W1
(N) GLULAM BEAM ABV. 42" VANITY
4'-9 7/8"
S-4.0
6'-0" (N)
BEDROOM 2 F19 Author
F9 4'-2 1/2"4'-2 1/2" 3'-4 1/2"(N) BATH W2 1'-0"
Drawn by:
D12
5'-0"
(E) 2x4 @ 24" OC BENCH/CUBBIES/CABS
9'-7 5/8"
B
2 BASEMENT LEVEL 7'-6"
W3
F18
1/4" = 1'-0" 6'-2 7/8"
1'-4 3/8"1'-4 3/8" CLOSET
F10 F11 F12 1'-3 1/2" 4'-5 1/2"2'-10" 2'-2" 2'-4 1/2" 6'-7 7/8"
6'-7 7/8" 4'-9 7/8" REMODEL/ADDITION FLOOR PLANS
3'-1 3/8"
EGRESS Scale:
FLOOR PLAN NOTES D1
As indicated
SMOKE ALARMS AND HEAT DETECTION
A
FRAMING: 2X6 EXTERIOR WALLS REQUIRED LOCATIONS R314.3: FRAMING - DOOR SCH. 1'-6" 3'-0"
7'-6"
SMOKE ALARMS/CARBON MONOXIDE DETECTORS SHALL BE INSTALLED IN:
2X4/6's AT INTERIOR WALLS
UNLESS NOTED OTHERWISE 1. IN EACH SLEEPING ROOM OR SLEEPING LOFT NO. DOOR SIZE HEAD HEIGHT COMMENTS F13 F14 F15
F16 F17 FILL IN 2X4 FRAMING
2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE
BASEMENT FF
AT ALL MODIFIED
SEE STRUCTURAL NOTES FOR STUD SCHEDULE. VICINITY OF THE BEDROOMS. D13 2'-6" 6'-8" 6'-8" COVERED
WINDOW OPENINGS
3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING ROOF FRAMING PLAN NOTES:
CONCEALED SPACES SHALL BE FIRESTOPPED IN BOTH DIRECTIONS AT BASEMENTS AND HABITABLE ATTICS. D14 2'-10" 6'-8" 6'-8" NEW ADDITION - PORCH
1.STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S-1.0,_______
10" ON CENTER AND AT FLOORS. TYPICAL. 4. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET FROM D15 2'-6" 6'-8" 6'-8" ---
THE DOOR OR OPENING OF A BATHROOM. D16 2'-4" 6'-8"S-1.1, AND S-1.2.6'-8"
ALL ESCAPE OR RESCUE WINDOWS FROM SLEEPING ROOMS SHALL 4. AN ADDITIONAL SMOKE DETECTOR SHALL BE INSTALLED IN EACH
D17 1'-8" 6'-8" 6'-8" DN
HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. THE LOCATION WHERE THERE IS A CEILING HEIGHT CHANGE GREATER 2.ALL DUCTS CHASES AND PIPES SHALL BE PER MECHANICAL, PLUMBING,
ELECTRICAL AND
D18 2'-6" 6'-8" 6'-8"
MINIMUM CLEAR OPENING HEIGHT DIMENSION SHALL BE 24". MINIMUM THAN 24".
CLEAR OPENING WIDTH DIMENSION SHALL BE 20". SILL HEIGHT SHALL D19 2'-6" 6'-8"SPRINKLER DRAWINGS. 6'-8"
NOT BE MORE THAN 44" ABOVE THE FLOOR. ALTERATIONS, REPAIRS AND ADDITIONS R314.2.2 WHERE ALTERATIONS, D20 2'-6" 6'-8" 6'-8"
REPAIRS OR ADDITIONS REQUIRING A PERMIT OCCUR, OR WHERE ONE OR D21 5'-0" 6'-8"3.ROOF SHEATHING PER PLAN AND STUCTURAL GENERAL NOTES. SHEATHING TO BE NAILED6'-8"
SHOWER COMPARTMENTS AND WALLS AROUND BATHTUBS WITH MORE SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING
DEMO 2'-6" 6'-8"TO ROOF FRAMING WITH 8d X 2 ½6'-8" †COMMON WIRE NAILS @ 6†OC AT SUPPORTED PANEL
SHOWERS SHALL BE FINISHED WITH A SMOOTH NON-ABSORBANT DWELLINGS, OR WHERE AN ACCESSORY DWELLING UNIT IS CREATED
SURFACE TO NOT LESS THAN 72" ABOVE THE FLOOR (IRC R307.2). WITHIN AN EXISTING DWELLING UNIT, EACH DWELLING UNIT SHALL BE DEMO 2'-6" 6'-8"EDGES, AND 126'-8" †OC FIELD NAILING.
LAY SHEATHING THE LONG DIRECTION PERPENDICULAR
EQUIPPED WITH SMOKE ALARMS AS REQUIRED FOR NEW DWELLINGS. MAIN LEVELTO SUPPORTS AND STAGGER PANEL END JOINTS. ALLOW 1/8†SPACE BETWEEN PANEL ENDS
ALL BEDROOM DOORS, AND BATHROOM DOORS IN BATHROOMS WITH AN D1 3'-0" 6'-8"AND EDGES.6'-8" D2 1 MAIN LEVEL
OCCUPANCY VENTILATION FAN SHALL BE UNDERCUT A MINIMUM OF 3/4" D2 6'-0" 6'-8" 6'-8" 1/4" = 1'-0"
ABOVE THE ADJACENT FLOOR COVERING OR PROVIDE SWEEP UNDER
D3 6'-0" 6'-8"4.ALL 2X HANGERS TO BE TOP FLANGE BEARING SIMPSON JB TYPE, UNLESS NOTED6'-8"
DOOR AND TRANSFER GRILLE ABOVE DOOR. HEAT DETECTION INTERCONNECTION R314.4.1 HEAT DETECTORS AND
HEAT ALARMS SHALL BE CONNECTED TO AN ALARM OR A SMOKE ALARM D4 2'-6" 6'-8"OTHERWISE. ANY HANGERS REQUIRED AT BEAMS ARE SPECIFIED ON PLAN. I JOIST6'-8"
PROVIDE WEATHER RESISTANT FIBER CEMENT WALLBOARD UNDER TUB THAT IS INSTALLED IN THE DWELLING. ALARMS THAT ARE INSTALLED FOR D5 2'-8" 6'-8"HANGERS TO BE TOP FLANGE BEARING SIMPSON
MIT OR ITS TYPE, UNLESS NOTED6'-8"
AND SHOWER ENCLOSURE MATERIALS TO A HEIGHT OF 70" MINIMUM THIS PURPOSE SHALL BE LOCATED IN A HALLWAY, ROOM, OR OTHER D6 2'-6" 6'-8" 6'-8"
ABOVE THE DRAIN INLET. LOCATION THAT WILL PROVIDE OCCUPANT NOTIFICATION. OTHERWISE.
D7 2'-6" 6'-8" 6'-8" FLOOR PLAN KEY NOTES
ARLINGTON, WA
D8 2'-6" 6'-8" 6'-8"
309 S DUNHAM AVE
ALL BEDROOM DOORS, AND BATHROOM DOORS IN BATHROOMS WITH AN COMBINATION ALARMS R314.5 COMBINATION SMOKE AND CARBON 5.BEAMS ARE FLUSH FRAMED WITH JOISTS, UNLESS NOTED OTHERWISE ON
DETAILS, OR ON
OCCUPANCY VENTILATION FAN SHALL BE UNDERCUT A MINIMUM ? 3/4" MONOXIDE ALARMS MAY BE USED IN PLACE OF SMOKE ALARMS. D9 6'-0" 6'-8" 6'-8" NO. DESCRIPTION
PLANS AS “DB.†DB INDICTES A “DROPPED BEAM†WHICH IS FRAMED BELOW THE FLOOR.
ABOVE THE ADJACENT FLOOR COVERING OR PROVIDE SWEEP UNDER D10 5'-0" 6'-8" 6'-8" 1 EXISTING SEWER ~5' ABOVE FFE
DOOR AND TRANSFER GRILLE ABOVE DOOR. POWER SOURCE R314.6 SMOKE ALARMS, HEAT ALARMS, AND HEAT D11 2'-6" 6'-8"WHERE BEAMS ARE NOT SUPPORTED BY HANGERS, SUPPORT IS PER THE STUD AND
SHEAR6'-8" 2 EXISTING ELECTRICAL PANEL-150 AMP, UPGRADE TO 200 AMP
DETECTORS SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WALL PLAN. PROVIDE A35 CLIPS EA SIDE OF BEAMS THAT BEAR ON DOUBLE TOP PLATES.
D12 5'-0" 6'-8" 6'-8"
1. A CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH WIRING AND, WHEN POWER IS INTERRUPTED, SHALL RECEIVE POWER
SEPARATE SLEEPING AREA IN IMMEDIATE VICINITY OF BEDROOMS D22 2'-6" 6'-8" 6'-8"
309 S DUNHAM AVE ADDITION
FROM A BATTERY. 6.PROVIDE SIMPSON STRONG TIE H2.5A TIES AT ALL ROOF TRUSSES
VIRTUS STAMP AND SCOPE
AND ON EACH LEVEL PER 2015 IRC R315. DEMO 2'-0" 6'-8" 6'-8"
ENCOMPASSES THE PRIMARY
2. A SMOKE DETECTOR SHALL BE INSTALLED IN EACH HABITABLE ROOM. INTERCONNECTIVITY R314.4 WHERE MORE THAN ONE SMOKE ALARM IS DEMO 2'-4" 6'-8" 6'-8"
3. A SMOKE DETECTOR SHALL BE CENTRALLY LOCATED ON EACH REQUIRED TO BE INSTALLED, THE ALARM DEVICES SHALL BE DEMO 5'-0" 6'-8"7.WHERE SHEAR WALLS ARE PERPENDUCLAR TO ROOF TRUSSES,
PROVIDE 2X BLOCKING6'-8" STRUCTURAL ELEMENTS AS SHOWN
FLOOR. INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE DEMO 2'-6" 6'-8"BETWEEN ROOF TRUSSES WITH SIMPSON STRONG TIE A35 CLIPS @ 246'-8" †OC INTO THE
IN THE REDLINE MARKUPS, ONLY.
4. AN ADDITIONAL SMOKE DETECTOR SHALL BE INSTALLED IN EACH ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL DWELLING DOUBLE PLATE. WHERE SHEAR WALLS ARE PARALLEL, ALIGN
TRUSS OVER SHEAR WALL,
DEMO 2'-6" 6'-8" 6'-8"
LOCATION WHERE THERE IS A CEILING HEIGHT CHANGE GREATER UNIT. PHYSICAL INTERCONNECTION OF SMOKE ALARMS SHALL NOT BE PROJECT: SMITH REMODEL
PROJECT NUMBER: 24081-0106
THAN 24". REQUIRED WHERE LISTED WIRELESS ALARMS ARE INSTALLED AND ALL DEMO 2'-0" 6'-8"AND PROVIDE CONNECTION PER SHEAR WALL SCHEDULE.6'-8"
5. SMOKE DETECTORS SHALL BE 110V HARDWIRED, INTERCONNECTED, ALARMS SOUND UPON ACTIVATION OF ONE ALARM.
Job No.: 23-15
WITH BATTERY BACKUP, PER 2015 IRC R314. WHERE AN ACCESSORY DWELLING UNIT IS CREATED WITHIN AN EXISTING 8.ALL RIM JOISTS TO BE 1 ½†LSL MINIMUM, UNLESS OTHERWISE NOTED ON PLAN.
DATE: 01/16/2025
NOTE: A SPRINKLER SYSTEM IS NOT REQUIRED FOR THIS RESIDENCE. DWELLING UNIT ALL REQUIRED SMOKE ALARMS, IN THE ACCESSORY
DWELLING UNIT AND THE PRIMARY DWELLING UNIT, SHALL BE 9.ADDITIONAL TYPICAL DETAILS NOT CALLED OUT ON PLAN PER SHEET S-4.0. NOT ALL DESCRIPTION: ROOF FRAMING PLAN
DRAWN BY: CDA
INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE
ALARM WILL ACTIVATE ALL ALARMS IN BOTH THE PRIMARY DWELLING UNIT DETAILS MAY BE APPLICABLE.
A2.0
AND THE ACCESSORY DWELLING UNIT
GENERAL REQUIREMENTS STRUCTURAL OBSERVATION
FILL MATERIAL PENETRATION SLEEVES
STRUCTURAL OBSERVATION IS THE VISUAL OBSERVATION OF THE STRUCTURAL
COMPACTED FILL MATERIAL SHALL BE PLACED IN MAXIMUM 12" LIFTS AND PROVIDE SLEEVES FOR ALL UTILITY OPENINGS. DO NOT CUT ANY
REINFORCING
GOVERNING CODE SYSTEM BY A REGISTERED DESIGN PROFESSIONAL FOR GENERAL
SHALL BE COMPACTED TO MINIMUM 95% MODIFIED PROCTOR IN ACCORDANCE AT OPENINGS. CONCRETE WHICH HAS CONTAINED WATER FOR MORE
THAN 90
THE DESIGN AND CONSTRUCTION OF THIS PROJECT IS GOVERNED BY THE CONFORMANCE TO THE APPROVED CONSTRUCTION DOCUMENTS. PER IBC
WITH ASTM D1557. COMPACTION SHALL BE VERIFIED BY A QUALIFIED MINUTES (60 MINUTES IF AIR TEMPERATURE EXCEEDS 85 DEGREES)
SHALL NOT
INTERNATIONAL BUILDING CODE (IBC) 2021 EDITION, HEREAFTER REFERRED SECTION 1704.6 STRUCTURAL OBSERVATION IS NOT REQUIRED FOR THIS
INSPECTOR APPROVED BY THE BUILDING OFFICIAL. BE USED. RETEMPERING OF CONCRETE AFTER INITIAL SET IS NOT
ALLOWED.
TO AS THE IBC, AS ADOPTED AND MODIFIED BY ARLINGTON, WA UNDERSTOOD PROJECT. HOWEVER, THIS DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY
CURE EXPOSED CONCRETE PER ACI 301 FOR A MINIMUM OF 7 DAYS.
FOR THE SPECIAL INSPECTIONS AND TESTS REQUIRED BY A SPECIAL INSPECTOR
TO BE THE AUTHORITY HAVING JURISDICTION (AHJ).
DRAINAGE
PER IBC CHAPTER 17.
PROVIDE POSITIVE DRAINAGE SLOPES, BOTH DURING AND AFTER CONSTRUCTION JOINTS
REFERENCE STANDARDS
CONSTRUCTION, FOR SURFACE AND ROOF RUNOFF. CONFORM TO ACI301 SECTION 2.2.2.5, 5.2.2.1, AND 5.3.2.6.
SUBMIT LOCATIONS OF
AT THE ENGINEERS DISCRETION, SITE OBSERVATIONS MAY STILL BE
REFER TO CHAPTER 35 OF THE IBC. WHERE OTHER STANDARDS ARE NOTED IN
CONSTRUCTION JOINTS PER ACI301 SECTION 5.1.2.3a FOR REVIEW
AND APPROVAL
PERFORMED. ONLY SIGNIFICANT STAGES OF CONSTRUCTION IDENTIFIED BY THE
THE DRAWINGS, USE THE LATEST EDITION OF THE STANDARD UNLESS A
BASEMENT WALLS BY THE STRUCTURAL ENGINEER OF RECORD TWO WEEKS MINIMUM PRIOR
TO
STRUCTURAL OBSERVER REQUIRE OBSERVATION. FOR REPETITIVE OR SIMILAR
SPECIFIC DATE IS INDICATED. REFERENCE TO A SPECIFIC SECTION IN A CODE
FORMING.
STRUCTURAL ELEMENTS IDENTIFIED AS SIGNIFICANT, ONLY THE FIRST ELEMENT
DO NOT BACKFILL AGAINST BASEMENT OR RESTRAINED WALLS UNTIL FRAMING
DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE ENTIRE
OF A STAGE REQUIRES OBSERVATION UNLESS NOTED OTHERWISE.
TO SUPPORT WALL IS PERMANENTLY ATTACHED. DO NOT EXCEED 1'-0"
STANDARD.
DIFFERENTIAL IN FILL LEVEL ON OPPOSITE SIDES OF FOUNDATION WALLS. EMBEDDED ITEMS
POSITION AND SECURE IN PLACE EXPANSION JOINT MATERIAL, ANCHORS
AND
CONSTRUCTION DOCUMENTS
THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED DESIGN CRITERIA
DIVISION OF RESPONSIBILITY OTHER STRUCTURAL AND NON STRUCTURAL EMBEDDED ITEMS
BEFORE
PLACING CONCRETE. CONTRACTOR SHALL REFER
TO MECHANICAL,
STRUCTURE. THEY DO NOT INDICATE THE METHOD OR SEQUENCE OF
THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR ANY GEOTECHNICAL
ELECTRICAL, PLUMBING AND ARCHITECTURAL DRAWINGS AND
COORDINATE
CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND PROVIDE 1. BUILDING RISK CATEGORY II.
ASPECTS OF THIS PROJECT. IT IS RECOMMENDED THAT THE OWNER RETAIN A
OTHER EMBEDDED ITEMS.
ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING
REGISTERED GEOTECHNICAL ENGINEER TO CONDUCT A GEOTECHNICAL
CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, 2. FLOOR LIVE LOAD = 40 PSF (REDUCIBLE).
INVESTIGATION AND PREPARE A REPORT WITH RECOMMENDATIONS FOR
BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE
FOUNDATION DESIGN AND EARTHWORK PROCEDURES. GROUT
STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S
USE 7000 PSI NOON SHRINK GROUT UNDER COLUMN BASE PLATES.
3. ROOF LIVE LOAD = 20 PSF
MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF
EXTERIOR SLABS AND SIDEWALKS
CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT
SEE ARCHITECTURAL/CIVIL DRAWINGS FOR EXTERIOR SLABS AND SIDEWALKS. BONDING AGENT
THERETO (NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION 4.SUPERIMPOSED DEAD LOAD ON ROOF JOISTS = 20 PSF
USE MATEREMACO ADH326. APPLY IN ACCORDANCE WITH
MANUFACTURER
OF THESE ITEMS). THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN
INSTRUCTIONS.
AND IMPLEMENTATION OF ALL SCAFFOLDING, BRACING AND SHORING. 5. GROUND SNOW LOAD = 25 PSF, Ce=1.0, Is=1.0, Ct=1.2, C = 1.0 FLAT ROOF SNOW
S
LOAD = 21 PSF. SLOPED ROOF SNOW LOAD = 21 PSF
CONCRETE
CONSTRUCTION MATERIAL STORAGE
CONCRETE CRACK REPAIR AND MAINTENANCE PROGRAM
CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED
CONCRETE SHRINKS AND CONTINUES TO SHRINK FOR UP TO TWO YEARS
AFTER
6. ULTIMATE WIND SPEED = 98 MPH (3-SECOND GUST), RISK CATEGORY II,
STANDARDS
CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE
CONSTRUCTION AND AS A RESULT, CRACKING WILL TYPICALLY OCCUR.
THESE
FOOT. EXPOSURE C, GCpi=+/-0.55, Ke = 0.99, G = 0.85, Kzt = 1.0
ACI301-10 “SPECIFICATION FOR STRUCTURAL CONCRETE†CRACKS TO NOT TYPICALLY IMPAIR THE INTEGRITY OF
THE STRUCTURE.
IBC CHAPTER 19 “CONCRETE†HOWEVER, VIRTUS RECOMMENDS A ONE-TIME CRACK
REPAIR AND
CONTRACTOR OPTIONS COMPONENT AND CLADDING PRESSURES:
ACI318-19 “BUILDING CODE REQUIREMENT FOR STRUCTURAL CONCRETE†MAINTENANCE PROGRAM BE IMPLEMENTED FOR THOSE SLABS
EXPOSED TO
OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF AN OPTION IS CHOSEN, THE
ACI117-10 “SPECIFICATIONS FOR TOLERANCE FOR CONCRETE CONSTRUCTION WATER OR CHEMICALS. THE MAINTENANCE PROGRAM SHALL CONSIST
OF:
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES AND
AND MATERIALS†· INSPECT SLABS AND SUPPORTING MEMBERS TWO
YEARS AFTER
SHALL COORDINATE ALL DETAILS WITH ALL TRADES.
CONSTRUCTION
MIX DESIGN: · DETERMINE CRACKS IN THE STRUCTURE TO BE REPAIRED
NOTE PRIORITIES
· REPAIR CRACKS
NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL
STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN,
CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. FOR
THE TOTAL LENGTH OF CRACKING CAN BE ESTIMATE AT 0.009 FEET
OF CRACKS
BIDDING PURPOSES, WHERE ANY MEMBER IS SHOWN BUT NOT CALLED OUT, THE
PER SQUARE FEET OF SLAB AREA. THE OWNER SHOULD RESERVE FUNDS
FOR
LARGEST SIMILAR MEMBER SHALL BE UTILIZED.
THIS ONE TIME MAINTENANCE PROGRAM, WHICH IS TO TAKE PLACE
TWO YEARS
AFTER THE COMPLETION OF CONSTRUCTION.
DIMENSIONS
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL
EVEN THOUGH CRACKING IS NORMAL AND MOST OFTEN NOT
STRUCTURAL
DIMENSIONS WITH ARCHITECTURAL OR HOME DESIGNER DRAWINGS PRIOR TO
SIGNIFICANT, WHEN CRACKING OCCURS DURING CONSTRUCTION
THE
START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH THE ARCHITECT
CONTRACTOR SHALL CONTAC THE ARCHITECT/ENGINEER FOR
REVIEW. THE
OR ENGINEER OF RECORD. DO NOT USE SCALED DIMENSIONS.
CONTRACTOR SHOULD BUDGET 0.004 FT OF EPOXY INJECTED CRACK
REPAIR PER 309 S DUNHAM AVE
SQUARE FOOT OF SLAB.
ARLINGTON, WA 98223
DETAIL CALLOUTS
ALL DETAILS SHALL BE INCORPORATED INTO THE PROJECT AT ALL
STRENGTH TESTING AND ACCEPTANCE
APPROPRIATE LOCATIONS, WHETHER SPECIFICALLY CUT OR NOT. TYPICAL
NOTES ON MIX DESIGN TABLE
TESTING: OBTAIN SAMPLES AND CONDUCT TESTS IN ACCORDANCE WITH
ACI301
DETAILS MAY NOT NECESSARILY BE CUT ON PLANS, BUT APPLY UNLESS NOTED
1. CONFORM TO ACI 301 SECTION 4, AND 4.2.1.
SECTION 1.6.3.2. ADDITIONAL SAMPLES MAY BE REQUIRED
TO OBTAIN
OTHERWISE. FOR CLARITY, DETAILS MAY SHOW ONLY ONE SIDE OF FRAMING
2. W/C RATIO SHALL BE BASED ON THE TOTAL WEIGHT OF CEMENTITIOUS
CONCRETE STRENGTHS AT ALTERNATE INTERVALS THAN SHOWN BELOW:
CONDITION.
MATERIALS. MAXIMUM RATIOS ARE CONTROLLED BY STRENGTH NOTED IN
TH ETABLE ABOVE, AND DURABILITY REQUIREMENTS IN ACI318 SECTION 19.3.
DRAWING DISCREPANCIES
CURE (4) CYLINDERS FOR 28-DAY TEST AGE. TEST (1) CYLINDER
AT 7 DAYS, TEST
3. CEMENTITIOUS MATERIALS:
WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL
2 CYLINDERS AT 28 DAYS AND HOLD 1 CYLINDER IN RESERVE FOR
USE AS THE
STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS
a. THE USE OF FLY ASH, OTHER POZZOLANS, SILICA FUME, OR SLAG SHALL ENGINEER DIRECTS. AFTER 56 DAYS UNLESS NOTIFIED BY THE ENGINEER
TO THE
SHALL GOVERN.
CONFORM TO ACI318 SECTIONS 1903.2 AND 26.4.2.2. MAXIMUM AMOUNT CONTRARY, THE RESERVE CYLINDER MAY BE DISCARDED WITHOUT
BEING SMITH REMODEL
OF FLY ASH SHALL BE 25% OF TOTAL CEMENTITIOUS CONTENT UNLESS TESTED FOR SPECIMENS MEETING 28-DAY STRENGTH REQUIREMENTS.
REVIEWED AND APPROVED OTHERWISE BY STRUCTURAL ENGINEER OF
SPECIALTY ENGINEERING
RECORD.
ANY ENGINEERING DESIGN, PROVIDED BY OTHERS AND SUBMITTED FOR
THE NUMBER OF CYLINDERS INDICATED ABOVE REFERENCE
6 BY 12 INCH
b.CEMENTITIOUS MATERIALS SHALL CONFORM TO THE RELEVANT ASTM
REVIEW, SHALL BEAR THE SEAL OF AN ENGINEER REGISTERED IN THE STATE OF
CYLINDER. IF 4 BY 8 CYLINDERS ARE TO BE USED, ADDITIONAL
CYLINDERS
STANDARDS LISTED IN ACI318 SECTION 26.4.1.1.1 (a).
WASHINGTON. THIS IS TO INCLUDE, BUT NOT BE LIMITED TO BRACING AND 7.SEISMIC DESIGN CATEGORY D, SOILS SITE CLASS D, RISK CATEGORY II, Ie=1.0,
MUST BE CURED FOR TESTING OF 3 CYLINDERS AT TEST AGE PER THE
TABLE OF
SHORING WHETHER TEMPORARY OR PERMANENT.
4. AIR CONTENT TO CONFORM TO ACI318 SECTION 19.3.3.1. MINIMUM MIX DESIGN REQUIREMENTS.
Ss=1.034g, S1=0.369g, SDs=0.749g
STANDARDS FOR EXPOSURE CLASS ARE NOTED IN THE TABLE ABOVE. IF
OTHER DRAWINGS
FREEZING AND THAWING CLASS IS NOT NOTED, AIR CONTENT GIEN IS THAT
ACCEPTANCE: STRENGTH IS SATISFACTORY WHEN THE FOLLOWING
CONDITIONS
REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, CIVIL AND
REQUIRED BY THE STRUCTURAL ENGINEER OR RECORD. TOLERANCE IS +/- 1
ARE MET:
PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION INCLUDING BUT NOT SOILS AND FOUNDATIONS
1/2%. AIR CONTENT SHALL BE MEASURED AT POINT OF PLACEMENT.
· THE AVERAGE OF ALL SETS OF 3 CONSECUTIVE TESTS EQUAL
OR EXCEED
LIMITED TO: DIMENSIONS, ELEVATIONS, SLOPES, DOOR AND WINDOW OPENINGS,
5. AGGREGATES SHALL CONFORM TO ASTM C33
THE SPECIFIED STRENGTH.
NON-BEARING WALLS, STAIRS, FINISHES, DRAINS, WATERPROOFING, RAILINGS,
6.SLUMP: CONFORM TO ACI 301 SECTION 4.2.2.2. SLUMP SHALL BE DETERMINED
CURBS DEPRESSIONS, MECHANICAL UNIT LOCATIONS, AND OTHER SOILS REPORT
· NO INDIVIDUAL TEST FALLS BELOW THE SPECIFIED STRENGTH
BY MORE
AT POINT OF PLACEMENT.
NO SOILS REPORT WAS PROVIDED FOR THIS PROJECT. CONFORM TO IBC
THAN 500 PSI.
NONSTRUCTURAL ITEMS.
7. CHLORIDE CONTENT: CONFORM TO ACI318 TABLE 19.3.2.1
CHAPTER 18. THE FOLLOWING DESIGN SOIL VALUES HAVE BEEN ASSUMED IN
DESIGN OF THESE DOCUMENTS. SPREAD FOOTINGS SHALL BEAR ON COMPETENT
8. EXPOSURE CLASS IS ASSUMED TO BE F0, S0, W0, AND C0 UNLESS DIFFERENT
COORDINATION
EXPOSURE IS INDICATED IN THE ABOVE TABLE. CONCRETE PLACEMENT TOLERANCE
PERMIT 01/16/2025
NATIVE SOIL OR COMPACTED FILL MATERIAL.
THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DETAILS AND
CONFORM TO ACI117-10 FOR CONCRETE PLACEMENT TOLERANCE.
ACCURACY OF THE WORK; FOR CONFIRMING AND CORRELATING ALL
QUANTITIES AND DIMENSIONS; FOR SELECTING FABRICATION PROCESSES; FOR DESIGN SOIL VALUES
FLY ASH
TECHNIQUES OF ASSEMBLY, AND FOR PERFORMING WORK IN A SAFE AND ALLOWABLE FOUNDATION BEARING PRESSURE 1500 PSF (TOTAL
LOAD) NO FLY ASH ADDITIVES SHALL BE USED IN FLATWORK OR ARCHITECTURALLY
SECURE MANNER. ACTIVE LATERAL PRESSURE 45 PSF/FT
EXPOSED CONCRETE. FLY ASH (IF PERMITTED BY ARCHITECTURAL REINFORCING STEEL
SPECIFICATIONS) SHALL CONFORM TO ASTM C618, CLASS F AND SHALL BE STANDARDS
AT REST RESISTING PRESSURE 250 PSF/FT
MEANS METHODS AND SAFETY REQUIREMENTS
LIMITED TO 18% OF CEMENTITIOUS MATERIALS AND SHALL HAVE A
COEFFICIENT OF FRICTION 0.3
ACI 301-10 “STANDARD SPECIFICATION FOR STRUCTURAL
CONCRETE.â€
THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF
REPLACEMENT FACTOR OF 1.2 RELATIVE TO CEMENT REPLACED. CONCRETE SECTION 3 “REINFORCEMENT AND REINFORCEMENT
SUPPORTSâ€
CONSTRUCTION AND ALL JOB RELATED SAFETY STANDARDS SUCH AS OSHA. FACTOR OF SAFETY 1.5
SHALL BE FREE OF CHLORIDE. MAXIMUM SLUMP 4 1/2" FOR CONCRETE WITHOUT
ACI SP-66(04) “ACI DETAILING MANUALâ€
THE CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF *IT IS ASSUMED THAT ALL WORK IS PERFORMED ABOVE THE GROUND WATER
PLASTICIZER. IF PLASTICIZER IS USED, AN 8" MAXIMUM SLUMP IS ALLOWED AT TH
CONSTRUCTION RELATED TO THE INTERMEDIATE STRUCTURAL CONDITIONS. TABLE.
PLACEMENT. ALL MIX DESIGNS SHALL BE DESIGNED BY THE CONCRETE CRSE MSP-09 28 EDITION “MANUAL OF STANDARD PRACTICEâ€
PRODUCTION FACILITY IN ACCORDANCE WITH ACI 301 AND SHALL BE REVIEWED IBC CHAPTER 19 “CONCRETEâ€
ALTERNATES FROST DEPTH
BY THE STRUCTURAL ENGINEER PRIOR TO PLACEMENT. MIX DESIGNS FOR ACI 318-14 “BUILDING CODE REQUIREMENTS FOR STRUCTURAL
CONCRETEâ€
ALTERNATE PRODUCTS OF SIMILAR STRENGTH, NATURE, AND FORM FOR FOOTINGS SHALL, AT A MINIMUM, EXTEND BELOW THE ESTABLISHED FROST
POST-TENSIONING CONCRETE SHALL BE PROPORTIONED SO AS TO MINIMIZE ACI 117-10 “SPECIFICATIONS FOR TOLERANCES
FOR CONCRETE
SPECIFIED ITEMS MAY BE SUBMITTED WITH ADEQUATE TECHNICAL DEPTH OF 24â€. INTERIOR FOOTINGS, FOOTINGS THAT DO NOT SUPPORT A WALL
SHRINKAGE CRACKING. CONSTRUCTION AND MATERIALSâ€
DOCUMENTATION TO THE ARCHITECT/ENGINEER FOR REVIEW. ALTERNATE EXPOSED TO THE EXTERIOR, OR WITHIN 3 FEET OF SUCH A WALL, NEED ONLY
MATERIALS THAT ARE SUBMITTED WITHOUT ADEQUATE TECHNICAL EXTEND 12†BELOW THE FINISHED GRADE.
VIBRATION
DOCUMENTATION OR THAT SIGNIFICANTLY DEVIATE FROM THE DESIGN INTENT
MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED, EXCEPT THAT SLABS
OF MATERIALS SPECIFIED MAY BE RETURNED WITHOUT A REVIEW.
MATERIALS
ON GRADE NEED BE VIBRATED ONLY AROUND UNDER-FLOOR DUCTS, ETC. DO
ALTERNATES THAT REQUIRE SUBSTANTIAL EFFORT TO REVIEW WILL NOT BE
REINFORCING BARS ASTM A615 GRADE 60 DEFORMED
BARS
NOT DROP CONCRETE MORE THAN FIVE FEET WITH OUT THE USE OF TREMIES.
REVIEWED UNLESS AUTHORIZED BY THE OWNER.
REVIBRATE TOPS OF CAISSONS 15 MINUTES AFTER PLACING CONCRETE. BAR SUPPORTS CRSI MSP-09 CHAPTER 3 (BAR SUPPORTS)
24081-0106
TIE WIRE 16 GAGE OR HEAVIER, BLACK ANNEALED
CONTROL JOINTS HEADED DEFORMED BARS ASTM A970
S-1.0
01/16/2025
UNLESS APPROVED OTHERWISE IN WRITING BY THE ARCHITECT, ALL CONCRETE
GENERAL
SLABS ON GRADE SHALL BE BOUND BY CONTROL JOINTS (KEYED OR SAW CUT).
NOTES
NTS
KEYED CONTROL JOINTS NEED ONLY OCCUR AT EXPOSED EDGES DURING
POURING, ALL OTHER JOINTS MAY BE SAW CUT.
PLACEMENT STRUCTURAL STEEL
PROTECTIVE COATING REQUIREMENTS SHEATHING
ACCURATELY PLACE OR SUPPORT ALL REINFORCING, INCLUDING WELDED WIRE
SHOP PAINTING SHALL CONFORM TO AISC 360 SECTION M3 AND AISC 303 SECTION WOOD APA-RATED STRUCTURAL SHEATHING INCLUDES ALL VENEER PLYWOOD,
STANDARDS
FABRIC, WITH GALVANIZED METAL CHAIRS. CONFORM TO ACI 301 SECTION 3.3.2.
6.5 UNLESS OTHERWISE SPECIFIED BY THE PROJECT SPECIFICATIONS. WAFER-BOARD, PARTICLEBOARD, T1-11 SIDING, AND COMPOSITES
OF VENEER
IBC CHAPTER 22 “STEELâ€
SECURELY TIE ALL BARS IN LOCATION BEFORE PLACING CONCRETE.
AND WOOD BASED MATERIAL WITH TONGUE AND GROOVE JOINT.
PER
ANSI/AISC 303-10 “CODE OF STANDARD PRACTICE FOR STEEL BUILDING AND
INTERIOR STEEL NEED NOT BE PAINTED IF THE STEEL SURFACES MEET ANY OF ARCHITECTURAL AND OWNER DIRECTION, NO OSB IS TO
BE USED ON THIS
FABRICATION BRIDGESâ€
THE FOLLOWING CONDITIONS: PROJECT. CONFIRM WITH ARCHITECT. CONFORM TO “CONSTRUCTION
AND
TH
AISC “MANUAL OF STEEL CONSTRUCTION, 14 EDITIONâ€
INDUSTRIAL PLYWOOD†BASED ON PRODUCT STANDARD
PS 1-09 BY THE US
CONFORM TO ACI 301 SECTION 3.2.2, AND ACI SP-66.
· CONCEALED BY THE INTERIOR BUILDING FINISHES
AWS D1.1 “STRUCTURAL WELDING CODE - STEELâ€
DEPARTMENT OF COMMERCE AND “PERFORMANCE STANDARD
FOR WOOD
· FIREPROOFED
2009 RCSC “SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH
BASED STRUCTURAL USE PANELS†BASED ON PRODUCT STANDARD
PS 2-10 BY
CONCRETE COVER BOLTSâ€
· EMBEDDED IN CONCRETE THE US DEPARTMENT OF COMMERCE AND “PLYWOOD DESIGN SPECIFICATIONâ€
CONFORM TO THE FOLLOWING COVE REQUIREMENTS UNLESS NOTED
· WELDED; IF AREA REQUIRES PAINTING, DO NOT PAINT UNTIL AFTER WELD BASED ON APA D510C-12 BY THE AMERICAN PLYWOOD ASSOCIATION.
UNLESS
OTHERWISE IN THE DRAWINGS:
INSPECTIONS AND NON-DESTRUCTIVE TESTING REQUIREMENT, IF ANY, ARE NOTED OTHERWISE, SHEATHING SHALL COMPLY WITH THE FOLLOWING
TABLE:
MATERIALS
CONCRETE CAST AGAINST EARTH 3â€
SATISFIED.
WIDE FLANGE (W) SHAPES ASTM A992 Fy=50 KSI
CONCRETE PERMANENTLY EXPOSED TO EARTH OR WEATHER 2â€
· INTERIOR STEEL, EXPOSED TO VIEW, SHALL BE PAINTED WITH ONE COAT OF
TIES IN PLINTHS 1 1/2†ANGLE (L) SHAPES ASTM A36 Fy=36 KSI
SHOP PRIMER UNLESS OTHERWISE INDICATED IN THE PROJECT
STRUCTURAL PLATE (PL) ASTM A36 Fy=36 KSI
SPECIFICATIONS. FIELD TOUCH-UPS TO MATCH THE FINISH COAT OR AS
BARS EXPOSED TO INTERIOR CONDITIONS ONLY 1â€
HOLLOW STRUCTURAL SECTION (HSS) AST A500 GRADE B Fy=46
KSI OTHERWISE INDICATED IN THE PROJECT SPECIFICATIONS.
HIGH STRENGTH BOLTS ASTM A325/F1852, TYPE 1 OR 3
SPLICES
HEAVY HEX NUTS ASTM A563 PER RCSC TABLE 2.1
EXPOSED EXTERIOR STEEL SHALL BE PROTECTED BY ONE OF TWO WAYS. PAINT
CONFORM TO ACI 301 SECTION 3.3.2.7. REFER TO TYPICAL LAP SPLICE AND
WASHERS ASTM F436 PER RCSC TABLE 2.1
WITH AN EXTERIOR MULTI-COAT SYSTEM AS PER THE PROJECT SPECIFICATIONS,
DEVELOPMENT LENGTH SCHEDULE FOR TYPICAL REINFORCEMENT SPLICES.
OR BY GALVANIZING. ALL STEEL ELEMENTS NO PROTECTED WITH A PAINT
SPLICED INDICATED ON INDIVIDUAL SHEETS SHALL CONTROL OVER THE ANCHOR RODS/BOLTS ASTM 1554 GR. 36
TIMBER CONNECTORS
SYSTEM SHALL BE HOT-DIPPED GALVANIZED.
SCHEDULE. MECHANICAL CONNECTIONS MAY BE USED WHEN APPROVED BY WELDED HEADED STUD ASTM A108-NELSON/TRW H4L
TIMBER CONNECTORS SHALL BE BY THE SIMPSON STRONG TIE COMPANY
AS
THE ENGINEER OR RECORD. IF TWO BARS OF UNEQUAL DIAMETER ARE SPLICED,
SPECIFIED IN THEIR LATEST CATALOG. ALTERNATE CONNECTORS
BY OTHER
THE SPLICE LENGTH OF THE LARGER BAR SHALL CONTROL. JOINTS USING HIGH STRENGTH BOLTS
WOOD FRAMING MANUFACTURES MAY BE SUBSTITUTED PROVIDED THAT THEY HAVE CURRENT
· USE ASTM A325-N BOLTS. THREADS NOT EXCLUDED IN THE SHEAR PLANE.
IBC CHAPTER 23 “WOOD†ICC APPROVAL FOR EQUIVALENT OR GREATER LOAD CAPACITIES
AND ARE
FIELD BENDING · HIGH STRENGTH BOLTED JOINTS HAVE BEEN DESIGNED AS BEARING
NDS 2016 “NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD REVIEWED AND APPROVED BY THE ENGINEER OF RECORD PRIOR
TO ORDERING.
CONFORM TO ACI 301 SECTION 3.3.2.8. BAR SIZES #3 THROUGH #5 MAY BE FIELD CONNECTIONS.
CONSTRUCTIONâ€
BENT COLD THE FIRST TIME. SUBSEQUENT BENDS AND OTHER BAR SIZES · PROVIDE ASTM BOLT GRADE AND TYPE AS SPECIFIED IN THE “MATERIALSâ€
ANSI/AF&PA SDPWA-15 SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC CONNECTORS SHALL BE INSTALLED PER THE MANUFACTURERS
INSTRUCTIONS.
REQUIRE PREHEATING. DO NOT TWIST BARS.
WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF
OF THE
LIST ABOVE.
APA D510C-12 PLYWOOD DESIGN SPECIFICATION
NAILS OR BOLTS IN EACH MEMBER. WHERE STRAPS ARE USED AS
HOLD-DOWNS,
· PROVIDE WASHERS OVER OUTER PLY OF SLOTTED HOLES AND OVERSIZE
ANSI/TPI 1-2014 “NATIONAL DESIGN STANDARD FOR METAL PLATE
NAIL STRAPS TO WOOD FRAMING JUST PRIOR TO DRYWALL APPLICATIONS,
AS
POST-INSTALLED ANCHORS HOLES PER RCSC TABLE 6.1
CONNECTED WOOD TRUS CONSTRUCTIONâ€
LATE AS POSSIBLE IN THE FRAMING PROCESS TO ALLOW THE WOOD
TO SHRINK
STANDARDS · PROVIDE NUT AND WASHER GRADES, TYPES AND FINISHES CONFORMING TO
BCI “GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING AND BRACING AND THE BUILDING TO SETTLE. PREMATURE NAILING OF THE
STRAP MAY LEAD
IBC CHAPTER 19 “CONCRETE†TCSC SPECIFICATION TABLE 2.1
OF METAL PLATED CONNECTED WOOD TRUSSES†TO STRAP BUCKLING AND POTENTIAL FINISH DAMAGE.
· PROVIDE FASTENER ASSEMBLIES FROM A SINGLE SUPPLIER
TPI DSB “RECOMMENDED DESIGN SPECIFICATION FOR TEMPORARY BRACING
ACI 318-14 “BUILDING CODE REQUIREMENT FOR STRUCTURAL CONCRETEâ€
· JOINTS SHALL BE “ST†OR SNUG TIGHT. THIS IS FOR TYPICAL BEAM END
OF METAL PLATE CONNECTED WOOD TRUSSES†WHERE CONNECTORS ARE IN EXPOSED EXTERIOR APPLICATIONS
IN CONTACT
POST-INSTALLED ANCHORS (SHEAR TAB) CONNECTIONS, UNLESS NOTED OTHERWISE.
APA REPORT TT-045B “MINIMUM NAIL PENETRATION FOR WOOD WITH THE PRESERVATIVE TREATED WOOD (PT) OTHER THAN CCA,
CONNECTORS
· INSTALL BOLTS IN JOINTS IN ACCORDANCE WITH THE RCSC SPECIFICATION
STRUCTURAL PANEL CONNECTIONS SUBJECT TO LATER LOADS†SHALL BE EITHER BATCH HOT-DIPPED GALVANIZED (HDG),
MECHANICALLY
INSTALL ONLY WHERE SPECIFICALLY SHOWN IN THE DETAILS OR ALLOWED BY
SECTION 8 TABLE 4.1
GALVANIZED (ASTM B695 CLASS 55 MINIMUM) STAINLESS STEEL,
OR PROVIDED
THE ENGINEER OF RECORD. ALL POST INSTALLED ANCHORS TYPES AND
· INSPECTIONS PER RCSC SECTION 9.
DEFERRED SUBMITTALS WITH 1.85 OX/SF OF ZINC GALVANIZING EQUAL TO OR BETTER THAN
SIMPSON
LOCATIONS SHALL BE APPROVED BY THE ENGINEER OR RECORD AND SHALL
HAVE A CURRENT ICC-EVALUATION SERVICE REPORT THAT PROVIDES
SUBMIT PRODUCT DATA AND PROOF OF ICC APPROVAL FOR FRAMING MEMBERS ZMAX FINISH.
RELEVANT DESIGN VALUES NECESSARY TO VALIDATE THE AVAILABLE ANCHORAGE TO CONCRETE
AND FASTENERS THAT HAVE BEEN DESIGNED BY OTHERS. SUBMIT
STRENGTH EXCEEDS THE REQUIRED STRENGTH. ALL STEEL COLUMNS SHALL BE PROVIDED WITH A MINIMUM OF FOUR ¾â€
CALCULATIONS PREPARED BY THE SPECIALTY STRUCTURAL ENGINEER IN THE NAIL STRAPS TO WOOD FRAMING AS LATE AS POSSIBLE
IN THE FRAMING
DIAMETER ANCHOR RODS. COLUMN BASE PLATES SHALL BE AT LEAST ¾†THICK,
STATE OF IDAHO FOR ALL MEMBERS AND CONNECTIONS DESIGNED BY OTHERS PROCESS TO ALLOW THE WOOD TO SHRINK AND THE BUILDING
TO SETTLE.
SUBMIT CURRENT MANUFACTURERS DATA AND ICC ESR REPORT TO ENGINEER UNLESS NOTED OTHERWISE. CAST-IN-PACE ANCHOR RODS SHALL BE PROVIDED
ALONG WITH SHOP DRAWINGS. ALL NECESSARY BRIDGING, BLOCKING, PREMATURE NAILING OF THE STRAP MAY LEAD TO STRAP
BUCKLING AND
OF RECORD FOR APPROVAL REGARDLESS OF WHETHER OR NOT IT IS A UNLESS OTHERWISE APPROVED BY THE ENGINEER OR RECORD. UNLESS NOTED
BLOCKING PANELS AND WEB STIFFENERS SHALL BE DETAILED AND FURNISHED POTENTIAL FINISH DAMAGE.
PRE-APPROVED ANCHOR. ANCHORS SHALL BE INSTALLED IN STRICT OTHERWISE, EMBEDMENT OF CAST-IN-PLACE ANCHOR RODS SHALL BE 12 TIMES
BY THE SUPPLIER. TEMPORARY AND PERMANENT BRIDGING SHALL BE
THE ANCHOR DIAMETER.
INSTALLED IN CONFORMANCE WITH THE MANUFACTURERS SPECIFICATIONS. FASTENERS
ACCORDANCE TO ICC-ESR AND THE MANUFACTURERS PRINTED INSTALLATION
DEFLECTION LIMITS SHALL BE AS NOTED UNDER DEFERRED SUBMITTALS
INSTRUCTIONS IN CONJUNCTION WITH EDGE DISTANCE, SPACING, AND
FASTENERS ARE TO INCLUDE NAILS, BOLTS, SCREWS, AND ALL OTHER
SIMILAR 309 S DUNHAM AVE
SECTION SPECIFIC DETAILS. PRODUCTS TO INCLUDE ARE: SOLID WE WOOD
EMBEDMENT DEPTH AS INDICATED ON THE DRAWINGS. FABRICATION
JOISTS. MEMBERS. ATTACHING TIMBER CONNECTORS (E.G. HANGARS)
TO PT WOOD ARLINGTON, WA 98223
CONFORM TO AISC 360 SECTION M2. THE FOLLOWING QUALITY CONTROL (QC)
SHALL HAVE SIMILAR CORROSION RESISTANCE PROPERTIES AS THE
PROTECTED
THE CONTRACTOR SHALL ARRANGE FOR A MANUFACTURERS FIELD STANDARDS SHALL BE CONFORMED TO:
CONNECTOR. FASTENERS ATTACHING SAWN TIMBER MEMERS OR SHEATHING
IDENTIFICATION
REPRESENTATIVE TO PROVIDE INSTALLATION TRAINING FOR ALL PRODUCTS TO · AISSC 360 CHAPTER N “QUALITY CONTROL AND QUALITY ASSURANCEâ€
TO PT WOOD SHALL BE CORROSION RESISTANT. VERIFY THE
SUITABILITY OF
BE USED, PRIOR TO THE COMMENCEMENT OF WORK. ONLY TRAINED INSTALLED
ALL SAWN LUMBER AND PRE-MANUFACTURED WOOD PRODUCTS SHALL BE THE FASTENER PROTECTION/COATING WITH THE WOOD TREATMENT CHEMICAL
· AISE 303 SECTION 8 “QUALITY CONTROLâ€
SHALL PERFORM POST INSTALLED ANCHOR INSTALLATION. A RECORD OF
IDENTIFIED BY THE GRADE MARK OR CERTIFICATE OF INSPECTION ISSUED BY MANUFACTURER/SUPLIER.
· FABRICATOR AND ERECTOR SHALL ESTABLISH AND MAINTAIN WRITTEN QC
THE CERTIFYING AGENCY.
TRAINING SHALL BE KEPT ON SITE AND BE MADE AVAILABLE TO THE ENGINEER
PROCEDURES PER AISC 360 SECTION N3
OF RECORD AS REQUESTED.
PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL
BOLTS AND LAG
· FABRICATOR SHALL PERFORM SELF-INSPECTIONS PER AISC 360 SECTION N5
SAWN LUMBER SCREWS BEARING ON WOOD. BOLTS AND LAG BOLTS ARE TO CONFORM
TO
TO ENSURE THAT THEIR WORK IS PERFORMED IN ACCORDANCE WITH CODE
ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED OF STANDARD PRACTICE, THE AISC SPECIFICATION, CONTRACT DOCUMENTS
SAWN LUMBER SHALL CONFORM TO GRADING RULES OF WWPA, WCLIB, OR ASTM A307 AND IBC SECTION 2304.10. NAILS AND STAPLES SHALL
CONFORM TO
ORIENTATION SHALL BE PERFORMED BY A CERTIFIED ADHESIVE ANCHOR AND THE APPLICABLE BUILDING CODE.
NLGA AND THE TABLE BELOW. FINGER JOINTED STUDS ACCEPTABLE AT ASTM F1667 AND IBC SECTION 2303.6 AND 2304.10.
INSTALLER AS CERTIFIED THROUGH ACI/CRSI OR APPROVED EQUIVALENT.
INTERIOR WALLS ONLY.
SMITH REMODEL
· QC INSPECTION MAY BE COORDINATED WITH QUALITY ASSURANCE
PROOF OF CURRENT CERTIFICATION SHALL BE SUBMITTED TO THE ENGINEER INSPECTIONS PER SECTION N5.3 WHERE FABRICATORS QA PROCEDURES
ENGINEERED WOOD PRODUCTS
FOR APPROVAL PRIOR TO COMMENCEMENT OF INSTALLATION. PROVIDE THE NECESSARY BASIS FOR MATERIAL CONTROL, INSPECTION, AND
THE FOLLOWING MATERIALS ARE BASED ON LUMBER MANUFACTURED
BY
CONTROL OF THE WORKMANSHIP EXPECTED BY THE SPECIAL INSPECTOR.
TRUSJOIST AND WERE USED FOR THE DESIGN AS SHOWN
ON THE PLANS.
NO REINFORCING BARS SHALL BE DAMAGED DURING INSTALLATION OF
ALTERNATE PRODUCT BY OTHER MANUFACTURERS MAY BE SUBSTITUTED
POST-INSTALLED ANCHORS. ANCHOR TYPE, DIAMETER AND EMBEDMENT SHALL WELDING
PROVIDED THEY HAVE CURRENT ICC APPROVAL FOR EQUIVALENT OR
GREATER
BE AS INDICATED ON DRAWINGS.
LOAD AND STIFFNESS PROPERTIES AND ARE REVIEWED AND APPROVED
BY THE
THE FOLLOWING WELDING STANDARDS SHALL BE CONFORMED TO:
ENGINEER OF RECORD PRIOR TO ORDERING.
· WELDING SHALL CONFORM TO AWS D1.1 WITH PREQUALIFIED WELDING
ADHESIVE ANCHORS PROCESSES EXCEPT AS MODIFIED BY AISC 360 SECTION J2. WELDERS SHALL
THE LISTED ADHESIVE-TYPE ANCHORING SYSTEMS HAVE BEEN USED IN THE BE QUALIFIED IN ACCORDANCE WITH AWS D1.1 REQUIREMENTS.
DESIGN AND SHALL BE USED FOR ANCHORAGE TO CONCRETE, AS APPLICABLE
· USE 70KSI STRENGTH, LOW-HYDROGEN TYPE ELECTRODES (E7018) OR E71T
AND IN ACCORDANCE WITH CORRESPONDING CURRENT ICC ESR REPORT.
AS APPROPRIATE FOR THE PROCESS SELECTED.
REFERENCE THE CORRESPONDING ICC ESR REPORT FOR REQUIRED MINIMUM
· WELDING OF HIGH STRENGTH ANCHOR RODS IS PROHIBITED UNLESS
AGE OF CONCRETE, CONCRETE TEMPERATURE RANGE, MOISTURE CONDITION,
APPROVED BY ENGINEER.
LIGHT WEIGHT CONCRETE, AND HOLE DRILLING AND PREPARATION
REQUIREMENTS. DRILLED IN ANCHOR EMBEDMENT LENGTHS SHALL BE AS · WELDING OF HEADED STUD ANCHORS SHALL BE IN ACCORDANCE WITH AWS
PERMIT 01/16/2025
D1.1 CHAPTER 7.
SHOWN ON DRAWINGS. ADHESIVE ANCHORS ARE TO BE INSTALLED IN
CONCRETE AGED A MINIMUM OF 21 DAYS, UNLESS OTHERWISE SPECIFIED IN THE
GLULAM
ICC ESR REPORT. ERECTION
GLUED LAMINATED TIMER SHALL CONFORM TO AITC 117-2010 “STANDARD
THE FOLLOWING ERECTION STANDARDS SHALL BE CONFORMED TO:
SPECIFICATIONS FOR STRUCTURAL GLUE-LAMINATED TIMBER OF SOFTWOOD
EXPANSION ANCHORS · CONFORM TO AISC 360 SECTION M4 “ERECTION†AND AISC 303 SECTION 7
SPECIES, MANUFACTURING AND DEISGN†AND ANSI/AITC A190.1 “STRUCTURAL
THE LISTED EXPANSION TYPE ANCHORS ARE PRE-APPROVED FOR ANCHORAGE “ERECTION.â€
GLUED LAMINATED TIMER.†CAMBER ALL GLUED LAMINATED BEAMS, EXCEPT
TO CONCRETE IN ACCORDANCE WITH CORRESPONDING CURRENT ICC ESR · CONFORM TO AISC CHAPTER N “QUALITY CONTROL AND QUALITY
CANTILEVERED AND CONTINUOUS BEAMS, TO 3000' RADIUM, UNLESS SHOWN NAILING REQUIREMENTS
REPORT. ASSURANCE†AND AISC 303 SECTION 8. THE ERECTOR SHALL MAINTAIN
OTHERWISE ON THE PLANS. FABRICATE CANTILEVERED AND CONTINUOUS
CONFORM TO IBC SECTION 2304.10 “CONNECTION AND FASTENERS.â€
UNLESS
DETAILED ERECTION QUALITY CONTROL PROCEDURES THAT ENSURE THAT
BEAMS FLAT, UNLESS SHOWN OTHERWISE ON PLANS. GLLULAM MEMBERS TO
NOTED ON PLANS, NAIL PER TABLE 2304.10.1. NAILING
FOR ROOF/FLOOR
THE WORK IS PERFORMED IN ACCORDANCE WITH THESE REQUIREMENT AND
CONFORM TO THE TABLE BELOW.
SCREW ANCHORS
DIAPHRAGMS/SHEAR WALLS SHALL BE PER DRAWINGS. NAILS SHALL
BE DRIVEN
THE CONTRACT DOCUMENTS.
THE LISTED SCREW TYPE ANCHORS ARE PRE-APPROVED FOR ANCHORAGE TO
FLUSH AND SHALL NOT FRACTURE THE SURFACE OF SHEATHING. ALTERNATE
· STEEL WORK SHALL BE CARRIED UP TRUE AND PLUMB WITHIN THE LIMITS
CONCRETE IN ACCORDANCE WITH CORRESPONDING CURRENT ICC ESR REPORT.
NAILS MAY BE USED BY ARE SUBJECT TO REVIEW AND
APPROVAL BY THE
DEFINED IN AISC 303 SECTION 7.13
STRUCTURAL ENGINEER. SUBSTITUTION OF STAPLES FOR THE
NAILING OF
ADHESIVE · HIGH STRENGTH BOLTING SHALL COMPLY WITH THE RCSC REQUIREMENTS
RATED SHEATHING IS SUBJECT TO REVIEW BY THE STRUCTURAL
ENGINEER
INCLUDING RCSC SECTION 7.2 “REQUIRED TESTING†AS APPLICABLE
AND PRIOR TO CONSTRUCTION.
HILTI HIT-HY 200 ICC ESR 3187
AISC 360 CHAPTER J, SECTION M2.5 AND SECTION N5.6
SIMPSON SET-XT ICC ESR 2508
· WELDING HEADED STUD ANCHORS SHALL BE IN ACCORDANCE WITH AWS
UNLESS NOTED OTHERWISE ON PLANS, ALL NAILS ARE COMMON WIRE
NAILS
D1.1 CHAPTER 7 “STUD WELDINGâ€
AND ARE TO HAVE THE MINIMUM DIMENSIONS AS SHOW IN THE TABLE
BELOW.
EXPANSION · THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AND SAFETY
HILTI KWIK BOLT TZ ICC ESR 1917 PROTECTION REQUIRED BY AISC 360 SECTION M4.2 AND AISC 303 SECTION
24081-0106
SIMPSON STRONG-BOLT 2 ICC ESR 3037 7.10 AND 7.11
S-1.1
DEWALT POWER-STUD +SD2 ICC ESR 2502
01/16/2025
GENERAL
SCREW
NOTES
NTS
SIMPSON TITEN HD ICC ESR 2713
HILTI KWIK HUZ-EZ ICC ESR 3027
DEWALT SNAKE ICC ESR 2272
LIGHT-FRAME CONSTRUCTION
UNLESS NOTED ON THE PLANS, CONSTRUCTION SHALL CONFORM TO IBC
SECTION 2308 “CONVENTIONAL LIGHT0FRAME CONSTRUCTION.â€
NAILERS ON STEEL MEMBERS
WOOD 3X NAILERS ARE GENERALY REQUIRED ON ALL HSS COLUMNS AND STEEL
BEAMS ABUTTING OR EMBEDDED WITHIN WOOD FRAMING. UNLESS NOTED
OTHERWISE, ATTACH WITH 5/8†DIAMETER BOLTS OR WELDED STUDS AT 16†OC.
UNLESS ANOTHER OTHERWISE, WOOD NAILERS ON BEAMS SUPPORTING JOIST
HANGARS SHALL NOT OVERHAND THE BEAM FLANGE BY MORE THAN ¼â€
WOOD SHRINKAGE AND EXPANSION
WOOD MATERIALS WILL EXPAND OR CONTRACT BASED ON RELATIVE CHANGES
IN MOISTURE. THE CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF
CONSTRUCTION RELATED TO MITIGATING AND MANAGING THE EFFECTS OF
CHANGES IN MOISTURE.
MOISTURE CONTENT
WOOD MATERIAL USED FOR THIS PROJECT SHALL HAVE MAXIMUM MOISTURE
CONTENT OF 19% EXCEPT FOR THE PRESSURE-TREATED WOOD SILL PLATE.
REFER TO TESTING AND INSPECTION FOR THE VERIFICATION OF THESE LIMITS.
THE MAXIMUM MOISTURE CONTENT REQUIRED MAY BE LESS THAN 19% WHEN
BASED ON A PARTICULAR CLADDING/INSULATION SYSTEM. REFER TO THE
ARCHITECTS DRAWINGS, AND PROJECT SPECIFICATIONS, OR WITH CLADDING
INSTALLER FOR MAXIMUM RECOMMENDED MOISTURE CONTENT.
SHRINKAGE COMPENSATION FOR MEP SYSTEMS
MEP SYSTEMS, INCLUDING DUCTWORK, PIPES, AND OTHER ELEMENTS THAT RUN
CONTINUOUSLY BETWEEN LEVELS SHALL BE INSTALLED/DESIGNED IN SUCH A
MANNER TO ACCOMMODATE SHRINKAGE IN THE WOOD FRAMING. WOOD
SHRINKAGE AMOUNTS WILL VARY DEPENDING ON THE CONSTRUCTION PROCESS
AND MATERIALS USED. THE ANTICIPATED SHRINKAGE UNDER TYPICAL
CONDITIONS IS EXPECTED TO RANGE BETWEEN 1/8†AND ¼†PER FLOOR.
PRESERVATIVE TREATMENT
WOOD MATERIALS THAT ARE REQUIRED TO BE “TREATED WOOD†IN
ACCORDANCE WITH IBC SECTION 2304.12 “PROTECTION AGAINST DECAY AND
TERMITE PROTECTION†SHALL CONFORM TO THE APPROPRIATE STANDARDS OF
THE AMERICAN WOOD-PRESERVES ASSOCIATION (AWPA) FOR SAWN LUMBER
BLUED LAMINATED TIMBER, ROUND POLES, WOOD PILES, AND MARINE PILES.
FOLLOW AMERICAN LUMBER STANDARDS COMMITTEE (ALSC) QUALITY
ASSURANCE PROCEDURES. PRODUCTS SHALL BEAR THE APPROPRIATE MARK.
FASTENERS OR ANCHORS IN TREATED WOOD SHALL BE OF STAINLESS STEEL OR
HOT-DIPPED GALVANIZED OR AS PER IBC 2304.10.5
MUD SILL PLATES IN NORMALLY DRY INTERIOR APPLICATIONS MAY BE
TREATED WITH SODIUM BORATE (DOT-DISODIUM OCTABORATE
TELRAHYDRATE) AS RECENT STUDIES HAVE NOTED LESS CONNECTOR
309 S DUNHAM AVE
CORROSION POTENTIAL THAN OTHER AVAILABLE WOOD TREATMENTS OR THE
ORIGINAL CCA TREATED SILL PLATES. WOOD TREATED WITH SODIUM BORATE
ARLINGTON, WA 98223
SHALL BE PROTECTED DURING SHIPMENT, STORAGE, AND INSTALLATION TO
MINIMIZE LEACHING OF THE WATER-SOLUBLE PRESERVATIVE FROM THE
LUMBER. SODIUM BORATE PRESSURE TREATED PLATED DO NOT REQUIRE
HOT-DIPPED GALVANIZED CONNECTORS.
IF USING PRESERVATIVE TREATMENTS OTHER THAN CCA OR SODIUM BORATE,
FASTENERS MUST BE HOT DIPPED GALVANIZED OR STAINLESS STEEL. WOOD
TREATED WITH ALKALINE COPPY QUATERNARY (ACQ) REQUIRES STEEL
COMPONENTS IN CONTACT WITH THE WOOD TO BE STAINLESS. FASTENERS
ATTACHING TIMBER CONNECTORS TO PT WOOD SHALL HAVE SIMILAR
SMITH REMODEL
CORROSION RESISTANCE PROPERTIES AS THE PROTECTED CONNECTOR, THAT IS,
USE HOT DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. FASTENERS
ATTACHING SAWN TIMBER MEMBERS OR SHEATHING TO PRESSURE TREATED
WOOD SHALL BE CORROSION RESISTANT.
ALWAYS VERIFY THE SUITABILITY OF THE FASTENER PROTECTION/COATING
PERMIT 01/16/2025
24081-0106
S-1.2
01/16/2025
GENERAL
NOTES
NTS
5" Ø X
24" SMOOTH BAR @ SLAB ON GRADE AND
(3) #5 DOWELS. DRILL AND EPOXY 8" MIN 8
INTO FACE OF EXISTING FOOTING. SIMPSON 24" OC.
GREASE ONE REINFORCING PER
SIDE OF
DOWEL PLAN, TYPICAL
SET-XP EPOXY OR ACCEPTABLE TOP OF
ALTERNATIVE. SLAB
NEW STEM WALL, FOOTING,
AND REINFORCING PER PLAN
16" MIN
4d
2 1" MIN
2
VAPOR BARRIER WHERE
6"
SUBGRADE
PREPARATION PER REQUIRED, TYPICAL
GEOTECH REPORT,
TYPICAL COMPETENT NATIVE SOIL PER 90° 45°
CONSTRUCTION JOINT
GEOTECH REPORT, TYPICAL R R
SAW CUT OR
1 1" WIDE PREMOLDED
R 180°
2 12d
JOINT. DEPTH
OF JOINT TO BE 1
OF THE SLAB
THICKNESS 4
R
FOOTING INTO PLINTH
45°
TOP OF
3" SLAB
R = 6d FOR
#3 THROUGH #8
R = 8d FOR
#9 THROUGH #11
EXISTING BASEMENT STRUCTURAL FILL.
WALL 95% COMPACTION.
12" MAX LIFTS,
TYP
CONTROL JOINT NOTES
NOTES
d = DIAMETER OF REINFORCING BAR
NOTES
1. CONSTRUCTION
JOINT IS A JOINT BETWEEN DIFFERENT POURS. CONTROL JOINT IS A CRACK
CONTROL
JOINT WITHIN THE SAME POUR. R = RADIUS OF BAR BEND
1. ALL VALUES ARE IN INCHES.
2. USE EARLY
ENTRY DRY-CUT SAW AS SOON AS POSSIBLE WITHOUT CAUSING RAVELING OF
2. TOP BAR IS ANY HORIZONTAL BAR WITH AT LEAST
CONCRETE
EDGES. SAWCUT ALONG SHORT DIRECTION OF POUR FIRST.
3. ALIGN
A CONSTRUCTION OR CONTROL JOINT WITH RE-ENTRANT SLAB CORNERS EACH WAY.
12" OF MONOLITHIC POURED CONCRETE BELOW
4. PROVIDE
JOINTS TO ENCLOSE APPROXIMATE SQUARE AREA (PANEL) OF 225 SQUARE FEET,
MAXIMUM.
MAXIMUM PANEL ASPECT RATIO OF 1.3.
5. CONTRACTOR
TO SUBMIT JOINT PLAN TO STRUCTURAL ENGINEER OF RECORD FOR
REVIEW/APPROVAL
POST INSTALLED ANCHORS AT TYPICAL
SLAB-ON-GRADE JOINT
LAP SPLICE AND DEVELOPMENT
1 FOOTING INTERFACE DETAILS
BAR BEND DIAGRAM
LENGTH SCHEDULE
SCALE: NTS 2 SCALE:
3/4" = 1' 3 SCALE: 3/4" = 1'
4 SCALE: NTS
CONCRETE WALL PER PLAN
DOWEL WITH STANDARD
HOOK TO MATCH FOOTING
REINFORCING
POST PER PLAN
Ld PER SCHED
POST BASE PER PLAN.
SLAB ON GRADE AND
ACTUAL MODEL MAY NOT
TOP OF
REINFORCING PER PLAN
BE SHOWN
FOOTING
CONCRETE PLINTH
H
ANCHORAGE PER PLAN
PER PLAN
3" CLR,
TYPICAL 4' MAX BEND DOWELS TO MATCH
309 S DUNHAM AVE
H FOOTING REINFORCING
TOP OF
LAP PER SCHEDULE,
4' MAX
SLAB
TYPICAL
(3) #4 DOWELS FROM ARLINGTON, WA 98223
FOOTING INTO PLINTH
8" MIN
TOP OF
FINISHED GRADE
STEEP AS POSSIBLE, TYPICAL
2 BENT DOWEL TO MATCH
FOOTING REINFORCING
FTG
1 TURNED DOWN EDGE
1.5H MIN FOOTING REINFORCING
THICKNESS
PER PLAN
FOOTING AND
REINFORCING PER PLAN
3" CLEAR AT CORNERS
AT INTERSECTIONS
NOTE
(2) #4 BOTTOM BAR
CAST DOWELS TO MATCH VERTICAL WALL REINFORCING. NOT SHOWN
PER PLAN
FOR CLARITY.
NOTE:
SMITH REMODEL
FOOTING REINFORCING PER PLAN.
BOTTOM OF FOOTING BELOW
FROST DEPTH PER JURISDICTION
TURNED
DOWN EDGE AT SLAB-ON- CORNER AND INTERSECTING
POST FOOTING AT CONCRETE
TYPICAL STEPPED FOOTING GRADE
7 FOOTINGS
PLINTH
5 SCALE: 1/2" = 1' 6 SCALE:
1" = 1' SCALE: 3/4" = 1'
8 SCALE: 3/4" = 1'
STUD WALL AND
SHEATHING PER PLAN
BUNDLED STUDS PER PLAN. STUD WALL AND SHEATHING
PERMIT 01/16/2025
SECTION
2 STUDS, MIN. PT PLATE AND ANCHOR
PIPE SLEEVE AS
BOLTS PER PLAN
REQUIRED, TYPICAL
EXPANSION JOINT AT SLAB
PT BOTTOM PLATE
STEM WALL PER PLAN
ON GRADE, IF APPLICABLE #4 HORIZONTAL BARS @
18"
WITH ANCHOR BOLTS
PER 11/S-4.0 OC CENTERED IN WALL
SLAB ON GRADE AND
1" CLR,
REINFORCING WHERE OCCURS
TYPICAL
STRAP HOLD DOWN
PER PLAN #4 HOOKED VERTICAL BARS
@ 18"
OC CENTERED IN WALL
TOP OF
CONCRETE FOOTING PER PLAN
FINISHED GRADE
TOP OF
FOOTING
4" MIN
CONCRETE STEMWALL
BOT OF
TOP OF PER PLAN
PER PLAN FOOTING
3'-0' MAX
FINISHED GRADE
FOOTING DEPTH
4" MIN
AT CONTRACTORS OPTION,
TURNED DOWN EDGE
EXCAVATION FOR TRENCH
CONCRETE
FOOTING AND
3'-0" MAX
6" MIN NOT ALLOWED BELOW THIS
REINFORCEMENT
PER PLAN
EQ EQ
LINE
18" MIN
1
3" CLR
PLACE CONCRETE FILL
1
BEFORE FOOTING POUR
ALTERNATE HOOK
NOTES
EVERY OTHER BAR
1. PRIOR TO CONSTRUCTION, STRUCTURAL ENGINEER OF RECORD
SECTION
SHALL REVIEW PIPES/SLEEVES GREATER THAN 8" DIAMETER
NOTE
AND/OR SPACED CLOSER THAN 3" APART.
AT "SIM" CONDITION, OMIT SLAB ON GRADE,
2. ALUMINUM MATERIALS SHALL NOT BE EMBEDDED IN CONCRETE.
AND EPOXY VERTICAL REINFORCING INTO
EXISTING STEM WALL TO MATCH 5/S3.0
24081-0106
S-2.0
01/16/2025
TYPICAL EXTERIOR STEM WALL AND
FOUNDATION
DETAILS
TYPICAL PIPE THROUGH FOUNDATION FOOTING AND/OR STEMWALL
STRAP HOLD DOWN INSTALLATION
FOOTING
AS NOTED
9 SCALE: 1/2" = 1'
11 SCALE: NTS
12 SCALE: 3/4" = 1'
STRAP AND NAILING
PER PLAN
EDGE NAILING FULL BUNDLED STUDS OR
HEIGHT OF STUD EDGE NAILING PER PLAN POST PER PLAN
ADDITIONAL STUD, IF HOLD DOWN PER PLAN
REQUIRED PER STRAP STUD OR SHEAR WALL CONTINUES,
WHERE OCCURS PER PLAN
STUD OR SHEAR WALL CONTINUES,
WHERE OCCURS PER PLAN
STAGGER 0.131"Øx31" NAILS STAGGER 0.131"Øx31"
NAILS
2
2
PER SHEAR WALL SCHEDULE PER SHEAR WALL SCHEDULE
EDGE NAILING PER PLAN
EDGE NAILING PER PLAN
STUD WALL AND SHEATHING
STUD WALL AND SHEATHING
PER PLAN
PER PLAN
3 CORNER AND INTERSECTING SHEAR WALLS
SCALE: 1" = 1'
ANCHOR BOLT
PER
11/S-4.0, TYPICAL
ANCHOR BOLT PER 11/S-4.0
PT SILL
PLATE PER
PLAN, TYIPCAL
SHEATHING WHERE
OCCURS PER PLAN WALL STUD SPACING
HOLD DOWN PER PLAN
PER PLAN, TYP
TYPICAL
BUNDLED STUDS PER PLAN
5" MIN, 12" MAX
5" MIN, 12" MAX
NOTCH IN SILL PLATE
8" MAX
WALL STUDS PER PLAN
NOTES:
1. ADDITIONAL INFORMATION PER 10/S-3.0
2. TREAT NOTCHES IN SILL PLATES AS WALL
ENDS. PROVIDE ANCHOR ON BOTH NOTE:
SIDES.
SINGLE TIMBERS MAY BE USED IN LIEU OF
3. AT SHEAR WALLS, PLATE WASHER PER SHEAR
WALL SCHEDULE. STANDARD CUT BUNDLED STUDS, PROVIDED THAT TOTAL WOOD
SMITH REMODEL
WASHERS AT NON SHEAR WALLS.
CROSS SECTION AREA REMAINS THE SAME.
7 SILL PLATE ANCHORAGE - PLAN
END OF SHEAR WALLS
SCALE: 1" = 1'
8 SCALE: 1" = 1'
STUD WALL
PER PLAN
5" MIN
STUDS PER PLAN 1'-0" MAX 6'-0" MAX
PERMIT 01/16/2025
5"Ø ANCHOR
BOLT X 6"
8
LONG, TYPICAL
WALL END PER PLAN
HOLD DOWN PER PLAN
PT SILL PLATE
ANCHOR ROD PER
PLAN
TOP OF
CONCRETE
DRILL AND EPOXY
PER PLAN
EXISTING CONCRETE
WALL
CONCRETE STEM
WALL PER PLAN
NOTES:
1. PROVIDE (2) BOLTS, MINIMUM ON EACH SILL PLATE
PIECE.
2. OVERSIZE HOLES ARE NOT PERMITTED. USE 11"Ø
16
DRILL BIT.
3. SILL PLATE THICKNESS PER PLAN. AT SHEAR WALLS,
THICKNESS PER SHEAR WALL SCHEDULE.
4. CONTACT ENGINEER OF RECORD FOR POST INSTALLED
24081-0106
ANCHOR OPTIONS.
S-3.0
01/16/2025
POST INSTALLED ANCHORS AT
WOOD WALL
ANCHORAGE
FOOTING INTERFACE
SILL PLATE ANCHORAGE - SECTION
AS NOTED
11
SCALE: NTS
12 SCALE: 1/2" = 1'
(2) 2x4 STUDS (3) 2x4 STUDS (3) 2x6 STUDS
WALL FRAMING ABOVE,
RIM JOIST PER PLAN
WHERE OCCURS
1" 21" 11" 31" 11" 1
2 2 2 2 32"
FRAMING
AT LEVEL ABOVE,
BLOCKING, WIDTH TO MATCH WHERE OCCURS
HD HOLD DOWN PER PLAN,
8" TYP 8" TYP
TRIMMER AND KING STUDS
6" TYP TOP OF
WHERE OCCURS
SHEATHING
ABOVE, WHERE OCCURS RIM JOIST
PER PLAN
1" 11" 11"
WALL LENGTH PER PLAN
2 2
PLATE NAILING PER PLAN
STRAP HOLD
DOWN WHERE
PONY WALL FRAMING
TOP OF
SHEATHING OCCURS
PER PLAN
BOTTOM PLATE
SHEATHING PER SHEAR
DOUBLE TOP PLATE WALL SCHEDULE
DOUBLE TOP
PLATE
FIELD NAILING PER 2X BLOCKING
AT
PONY WALL STUDS, TO
PLAN, TYP PANEL EDGES
MATCH STUDS ABOVE
HEADER PER PLAN
1 EDGE NAILING PER
TRIMMER STUDS PER
(3) 8dx34" NAILS BUNDLED
STUDS PER
PLAN, TYP
PLAN
EACH END, TYPICAL PLAN, TYPICAL
SILL, IF OPENING
HD HOLD DOWN AND STRAP HOLD
DOWN, WHERE
IS A WINDOW
ANCHORAGE PER PLAN OCCURS,
PER PLAN
(2) 2X4
LAMINATIONS W/ (3) 2X4 LAMINATIONS W/ (1) (3) 2X6 LAMINATIONS W/ (2)
(1)
ROW OF 10dx31" ROW OF 10dx31" NAILS EACH ROWS OF 10dx31" NAILS EACH
2 2 2
NAILS,
STAGGERED LAYER, STAGGERED BETWEEN LAYER, STAGGERED BETWEEN PONY WALL IF OPENING
STUD WALL FRAMING
LAYERS EACH SIDE LAYERS EACH SIDE IS A WINDOW
PER PLAN
PT SILL PLATE
AND ANCHOR
BOLTS PER
PLAN
CONC STEMWALL
&
NOTE:
FOOTING
PER PLAN
EACH ADDITIONAL
LAMINATION OVER (3) LAMINATIONS SHALL BE
NAILED
TO THE ASSEMBLY WITH 10dx31" COMMON WIRE NAILS,
KING STUD(S) PER PLAN
4
STAGGERED
EACH SIDE OF BUNDLED STUDS
NAILING
FOR BUNDLED STUDS TYPICAL HEADER
4 SHEAR WALL ELEVATION
2 SCALE:
3/4" = 1' 3 SCALE: 1/2" = 1'
SCALE: 1/4" = 1'
2 ROWS 10dx31" NAILS, (16)
4
4'-0" MIN SPLICE LAP TOTAL, STAGGERED WITHIN AREA
OF SPLICE @ 6" OC
PLATE SPLICE TO
OCCUR OVER STUDS
DOUBLE TOP PLATE
A
STUD WALL PER PLAN
SMITH REMODEL
G
B
C
D
PLATE SPLICE
DETAIL A
E
6
F B
SCALE:
3/4" = 1'
B
H
MAX NOTCH DEPTH
SAW CUT
MAX DIAMETER OF
D, MIN BETWEEN NOTCH
BORED HOLE
AND BORED HOLE
CIRCULAR NOTCH
PERMIT 01/16/2025
J
"V" NOTCH
MIN DEPTH
MIN REMAINING
DEPTH
LET-IN NOTCH
1. INSTALL PANEL EITHER HORIZONTALLY
OR VERTICALLY.
2. BLOCKING REQUIRED ON ALL PANEL
EDGES, EXCEPT AT W6 WALLS.
D, MIN BETWEEN TWO
3. SHEATHING EDGE NAILING IS REQUIRED
AT ALL HOLD DOWN POSTS. EDGE NAILING MAY ALSO BE REQUIRED TO EACH STUD USED IN BUILT-UP HOLD
BORED HOLES
DOWN POSTS. ADDITIONAL INFORMATION
PER HOLD DOWN DETAILS.
D, MAX 1
1
4. BASED ON 0.131"Øx1 2" NAILS USED
TO ATTACH FRAMING CLIPS DIRECTLY TO FRAMING. USE 0.131"Øx2 2" NAILS WHERE INSTALLED OVER
SHEATHING.
5. FRAMING CLIPS: LTP5 MAY BE USED
IN LIEU OF A35.
STUD WIDTH, D
STUD WIDTH, D 6. WHERE BOTTOM PLATE ATTACHMENT
SPECIFIES (2) ROWS OF NAILS, PROVIDE DOUBLE JOIST, RIM JOIST, OR EQUAL BELOW. STAGGER NAILS IN
ROWS 1 1" APART, MINIMUM.
2
7. ANCHOR BOLTS SHALL BE PROVIDED
WITH HOT-DIPPED GALVANIZED STEEL PLATE WASHERS 0.229"x3"x3" MINIMUM. THE HOLE IN THE PLATE
WASHER MAY BE DIAGONALLY SLOTTED
13"x1 3" PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE WASHER AND NUT. PLATE WASHER
16 4
TO EXTEND TO WITHIN 1" OF THE
EDGE OF TEH SILL PLATE ON THE SIDE WITH SHEATHING. AT 2x6 WALLS WITH SHEATHING ON BOTH SIDES USE
2
PLATE WASHER 0.229"x4 1"x4 1"
MINIMUM. EMBED ANCHOR BOLTS 7" MINIMUM INTO THE CONCRETE.
2
2
8. PRESSURE TREATED MATERIAL CAN CAUSE
EXCESSIVE CORROSION IN THE FASTENERS. PROVIDE HOT-DIPPED GALVANIZED NAILS AND CONNECTOR
PLATES (E.G. CLIPS) FOR ALL CONNECTORS
IN CONTACT WITH PRESSURE TREATED FRAMING MEMBERS. ADDITIONAL INFORMATION PER STRUCTURAL
GENERAL NOTES.
9. WHERE WOOD SHEATHING IS APPLIED
OVER GYPSUM SHEATHING, CONTACT THE ENGINEER OF RECORD FOR ALTERNATIVE NAILING REQUIREMENTS.
10. AT ADJOINING PANEL EDGES (2) 2x
STUDS NAILED TOGETHER MAY BE USED IN PLACE OF A SINGLE 3x STUD. DOUBLE 2x STUDS SHALL BE
CONNECTED TOGETHER PER DETAIL
1/S-1.1.
11. CONTACT THE STRUCTURAL ENGINEER
OF RECORD FOR ADHESIVE OR EXPANSION BOLT ALTERNATIVES TO CAST-IN-PLACE ANCHOR BOLTS.
24081-0106
12. NAIL STUDS TO 3X SILL PLATES WITH
EITHER (2) 0.148"Øx4" END NAILS OR (4) 0.131"Øx2 1" TOENAILS.
2
13.EDGE NAILS SHALL BE LOCATED 3"
FROM PANEL EDGES.
8
S-3.1
01/16/2025
STANDARD
HOLES AND NOTCHES
WOOD WALL
FRAMING
IN STUDS
11 SHEAR WALL SCHEDULE
AS NOTED
10 SCALE: 3/4" = 1'
SCALE: NTS
1
SHEATHING PER PLAN
(2) 8d X 2 2" NAILS FROM
JOIST INTO 2x BLOCKING
TOP OF
SHEATHING
JOIST PER PLAN, TYPICAL
DIAPHRAGM EDGE
NAILING PER PLAN
STUD WALL AND
ADDITIONAL NAILING & BLOCKING
2x BLOCKING WITH
SHEATHING PER PLAN
BREAK RIM JOIST AT
REQUIRED FOR (2) ROWS OF PLATE
1
BEAM (4) 8d X 2 2" NAILS
NAILING PER SHEAR WALL SCHEDULE
TOP OF
1"
SHEATHING
2
PLATE ATTACHMENT PER
DIAPHRAGM EDGE
DTC CLIP
SHEAR WALL SCHEDULE
WEB STIFFENER PER JOIST
NAILING PER PLAN
BLOCKING @ 48" OC TO MATCH
MANUFACTURER. NAIL WITH
RIM JOIST PER PLAN
JOISTS. MINIMUM OF (2) PER
NON BEARING STUD WALL 1
PER ARCH (4) 10d COMMON NAILS X 3 2"
DIAPHRAGM EDGE
TOP OF
WALL SEGMENT
NAILING PER PLAN
SHEATHING
2x4 W/ (4) 8D X 3 1" NAILS
4
PER PLAN WALL
PARALLEL TOP OF
BEAM PER PLAN
TO JOISTS SHEATHING PER PLAN SHEATHING
RIM JOIST PER PLAN
TOP OF
STUD WALL AND SHEATHING
JOIST PER PLAN, TYPICALJOIST PER PLAN, TYPICAL
JOIST PER PLAN
SHEATHING PER PLAN
BLOCKING @ 48" OC W/ (2) 8DX3 1"
4 RIM JOIST CONNECTION PER
TOENAILS TO TOP PLATE SHEAR WALL SCHEDULE
JOIST PER PLAN
LSL BLOCKING TO
EXISTING CONCRETE
MATCH RIM JOIST
WALL PER PLAN
DTC CLIP
RIM JOIST CONNECTION PER
SHEAR WALL SCHEDULE,
NON BEARING STUD WALL COLUMN F
PER ARCH
WALL PERPENDICULAR
TO JOISTS
NOTES:
FLOOR FRAMING AT PARALLEL
SIMPSON STRONG TIE SDPW SCREWS MAY BE USED
IN LIEU
OF DTC
JOISTJOISTS EACH SIDE CANTILEVERED
BEAM NON BEARING WALL CONNECTIONS
FLOOR OVERHANG
1 SCALE: 2 SCALE:
3/4" = 1' 3 SCALE: 3/4" = 1'
4 SCALE: 3/4" = 1'
ADDITION SHEAR WALL SHEATHING
WHERE APPLICABLE, TYPICAL
ADDITION SHEAR WALL SHEATHING
WHERE APPLICABLE, TYPICAL
PLATE ATTACHMENT PER PLATE
ATTACHMENT PER
ADDITION SHEAR WALL SHEATHING ADDITIONAL NAILING & BLOCKING
SHEAR WALL SCHEDULE SHEAR
WALL SCHEDULE
WHERE APPLICABLE, TYPICAL REQUIRED FOR (2) ROWS OF PLATE
STUD WALL AND
PLATE ATTACHMENT PER NAILING PER SHEAR WALL SCHEDULE
ADDITIONAL NAILING & BLOCKING
ADDITION SHEAR WALL SHEATHING
SHEATHING PER PLAN
SHEAR WALL SCHEDULE
DIAPHRAGM EDGE REQUIRED FOR (2) ROWS OF PLATE DIAPHRAGM
EDGE
WHERE APPLICABLE, TYPICAL
NAILING PER PLAN NAILING PER SHEAR WALL SCHEDULE NAILING
PER PLAN
ADDITIONAL NAILING & BLOCKING DIAPHRAGM EDGE
PLATE ATTACHMENT PER
REQUIRED FOR (2) ROWS OF PLATE DIAPHRAGM EDGE NAILING PER PLAN
SHEAR WALL SCHEDULE
NAILING PER SHEAR WALL SCHEDULE NAILING PER PLAN
RIM JOIST PER PLAN RIM
JOIST PER PLAN
ADDITIONAL NAILING & BLOCKING
REQUIRED FOR (2) ROWS OF PLATE
TOP OF
TOP OF
DIAPHRAGM EDGE
SHEATHING
SHEATHING
NAILING PER SHEAR WALL SCHEDULE
RIM JOIST PER PLAN 1
NAILING PER PLAN
2x4 W/ (4) 8D X 3 4" NAILS
TOP OF
RIM JOIST CONNECTION PER
SHEATHING
SHEAR WALL SCHEDULE
WEB
STIFFENER WHERE REQD
TOP OF
SHEATHING
BY MANUFACTURER
JOIST PER PLAN
JOIST PER PLAN W/ (2) 8DX3 1" RIM
JOIST CONNECTION PER
4
BLOCKING @ 48" OC W/ (2) 8DX3 1"
NAILS TO TOP PLATE SHEAR
WALL SCHEDULE
4
TOENAILS TO TOP PLATE
JOIST PER
PLAN W/ (2) 8DX3 1" RIM JOIST CONNECTION PER
NAILS TO
TOP PLATE 4
STUD WALL AND STUD WALL
AND
SHEAR WALL SCHEDULE
SHEATHING
PER PLAN
1 FULL DEPTH BLOCKING TO
SHEATHING PER PLAN
JOIST PER PLAN W/ (2) 8DX3 4"
NAILS TO TOP PLATE MATCH RIM JOIST
STUD WALL AND 2X BLOCKING WITH
2X BLOCKING WITH
SHEATHING PER PLAN PLATE ATTACHMENT
PER PLATE ATTACHMENT PER
RIM JOIST CONNECTION PER
WEB STIFFENER WHERE REQD
SHEAR WALL SCHEDULE
SHEAR WALL SCHEDULE
SHEAR WALL SCHEDULE
BY MANUFACTURER
WEB STIFFENER WHERE REQD
BY MANUFACTURER
SMITH REMODEL
2X BLOCKING
2X BLOCKING
STUD WALL AND
SHEATHING PER PLAN
FLOOR FRAMING AT CONTINUOUS FLOOR FRAMING
PARR/PERP TO
FLOOR FRAMING PERPENDICULAR
JOIST WALL
FLOOR FRAMING PARALLEL TO WALL
TO WALL
5 SCALE: 3/4" = 1' 6 SCALE:
3/4" = 1' 7 SCALE: 3/4" = 1'
8 SCALE: 3/4" = 1'
ADDITION SHEAR WALL SHEATHING
STUD WALL AND
ADDITION SHEAR WALL SHEATHING
WHERE APPLICABLE, TYPICAL
SHEATHING PER PLAN
WHERE APPLICABLE, TYPICAL
STUD WALL AND
PLATE ATTACHMENT PER
ADDITION SHEAR WALL SHEATHING STUD
WALL AND PERMIT 01/16/2025
ADDITION SHEAR WALL SHEATHING
SHEATHING PER PLAN
SHEAR WALL SCHEDULE
WHERE APPLICABLE, TYPICAL SHEATHING
PER PLAN
WHERE APPLICABLE, TYPICAL
ADDITIONAL NAILING & BLOCKING
PLATE ATTACHMENT PER
PLATE ATTACHMENT PER
ADDITIONAL NAILING & BLOCKING
SHEAR WALL SCHEDULE PLATE
ATTACHMENT PER
REQUIRED FOR (2) ROWS OF PLATE DIAPHRAGM EDGE REQUIRED FOR (2) ROWS OF PLATE
SHEAR
WALL SCHEDULE
SHEAR WALL SCHEDULE
ADDITIONAL NAILING & BLOCKING
NAILING PER SHEAR WALL SCHEDULE NAILING PER PLAN NAILING PER SHEAR WALL SCHEDULE
ADDITIONAL NAILING & BLOCKING
REQUIRED FOR (2) ROWS OF PLATE
DIAPHRAGM EDGE REQUIRED FOR (2) ROWS OF PLATE
NAILING PER SHEAR WALL SCHEDULE DIAPHRAGM EDGE
NAILING PER SHEAR WALL SCHEDULE
RIM JOIST PER PLAN
NAILING PER PLAN
NAILING PER PLAN
DIAPHRAGM EDGE
DIAPHRAGM
EDGE
TOP OF NAILING PER PLAN
SHEATHING
NAILING
PER PLAN
RIM JOIST PER PLAN
TOP OF
TOP OF
TOP OF
SHEATHING
SHEATHING
SHEATHING RIM JOIST
PER PLAN
2x4 W/ (4) 8D X 3 1" NAILS
4
RIM JOIST CONNECTION PER
SHEAR WALL SCHEDULE
WEB
STIFFENER WHERE REQD
BY MANUFACTURER
JOIST PER
PLAN W/ (2) 8DX3 1" RIM JOIST CONNECTION PER
4
NAILS TO
TOP PLATE SHEAR WALL SCHEDULE JOIST PER PLAN
1 FULL DEPTH BLOCKING TO
JOIST PER PLAN W/ (2) 8DX3 1" RIM JOIST
CONNECTION PER
JOIST PER PLAN W/ (2) 8DX3 4"
WEB STIFFENER WHERE REQD
4
NAILS TO TOP PLATE MATCH RIM JOIST
BLOCKING @ 48" OC W/ (2) 8DX3 1"
NAILS TO TOP PLATE SHEAR
WALL SCHEDULE
BY MANUFACTURER PT 2X6 PLATE, ATTACHMENT 4
PER SHEAR WALL SCHEDULE TOENAILS TO TOP PLATE
WEB STIFFENER WHERE REQD RIM JOIST CONNECTION PER
BY MANUFACTURER SHEAR WALL SCHEDULE
CONCRETE WALL AND
PT 2X6
PLATE, ATTACHMENT
PT 2X6 PLATE, ATTACHMENT
REINFORCING PER PLAN
PER SHEAR
WALL SCHEDULE
PT 2X6 PLATE, ATTACHMENT
PER SHEAR WALL SCHEDULE
CONCRETE WALL AND
PER SHEAR WALL SCHEDULE
CONCRETE WALL AND
REINFORCING PER PLAN
REINFORCING PER PLAN
CONCRETE WALL AND
REINFORCING PER PLAN
24081-0106
S-3.2
01/16/2025
GROUND FLOOR FRAMING AT GROUND
FLOOR FRAMING GROUND FLOOR FRAMING PARALLEL
GROUND FLOOR FRAMING
WOOD FLOOR
FRAMING
AS NOTED
CONTINUOUS JOIST PARR/PERP
TO WALL TO WALL
PERPENDICULAR TO WALL
DETAILS
9 SCALE: 3/4" = 1' 10 SCALE: 3/4" = 1'
11 SCALE: 3/4" = 1'
12 SCALE: 3/4" = 1'
PT JOIST
PER PLAN
TOP OF
SHEATHING
JOIST PER PLAN W/ (2) 8DX3 1" HANGER
PER PLAN
4
NAILS TO TOP PLATE
LEDGER
AND CONNECTION
PER PLAN
STUD
WALL AND
SHEATHING
PER PLAN
TOP OF
SHEATHING
ROOF FRAMING AT
4 SCALE: 3/4" = 1'
BLOCKING AT
EACH JOIST
SIMPSON HU FACE MOUNT
12
HANGER AT EACH OUTRIGGER
PER
5" DIAMETER WELDED
2x4 OUTRIGGER @ 24" OC
ARCH 8
COUNTERSINK 1" MAX
THREADED STUD @ 16" OC
SHEATHING
SIMPSON BA OR HB
AND 6" FROM EACH END
PER PLAN
TOP FLANGE HANGER
SHEATHING PER PLAN
WITH SLOPED SEAT
SHEATHING PER PLAN
CONTINUOUS 3x NAILER
LINE
JOIST PER
PLATE
PLAN TOP OF
SHEATHING
SIMPSON
H1A TIE AT
EACH OUTRIGGER
RAFTER PER PLAN, TYPICAL
BEAM PER PLAN
2'-0"
MAX
BEAM PER PLAN
TRUSS PER PLAN, TYPICAL
SMITH REMODEL
RIDGE BEAM CONNECTION
WOOD NAILER OVER STEEL BEAM
ROOF FRAMING PARALLEL TO WALL
6 SCALE: NTS
7 SCALE: 1" = 1'
8 SCALE:
EXISTING
SHEATHING
USS PE
2X BLOCKING STIFFENER PL3" EACH SIDE.
WOOD NAILER PER
8
CHAMFER CORNERS TO AVOID K REGION
10/S-4.2 SIMPSON VPA
PERMIT 01/16/2025
EXISTING JOIST
BEAM PER PLAN
CONTINUOUS
BEVELED PLATE
1
"
1/4
2
TYP
2'-0" MAX
1/4
2"
BEAM PER PLAN
HARDWARE OPTION
1
"
2
SHEATHING
1/4
3 PER PLAN
WHERE BEAM IS CONTINUOUS
CAP PL8" X 6" X 0'-10" 3" MIN
CEILING JOISTS OVER THE SUPPORT, EXTEND
WITH (2) 3" BOLTS
PER PLAN ALL CALLOUTS
4 ROOF RAFTER
BEAM PER PLAN, PERP LAN
TYP
LE TOP PLATE
POST PER PLAN
2'-0" MAX
BIRDS MOUTH OPTION
24081-0106
CEILING BY OTHERS
S-4.2.0
01/16/2025
STEEL POST TO STEEL BEAM
ROOF FRAMING PERPENDICULAR TO
ROOF AND MISC
FRAMING
BEAM BRACE BELOW
RAFTERS
AS NOTED
10
CONNECTION
WALL
DETAILS
SCALE: NTS
11 SCALE: 1" = 1'
12 SCALE:
1 2 3 4 5 6 7 8
2 3/4"
2 3/4"
I
SONOTUBE O/24" BIG FOOT BF24 FOOTING
VERIFY WITH STRUC.
CONFIRMED. CAST 5/8" Ø ANCHOR
ROD 6" INTO SONOTUBE TO RECEIVE
SIMPSON ABU66Z POST BASE. 28'-0 1/2"
TYPICAL AT (5) LOCATIONS
14'-0 1/4" 14'-0 1/4"
30" WIDE x 14" DP CONCRETE
FOOTING WITH (3) #5 BOTTOM
BARS EACH WAY BELOW POST
SIMPSON STHD14 ABOVE.
HOLD DOWN 11 H
S-2.0 NEW CONCRETE STEMWALL 6" THICK
3'-0" WITH #4 BAR TOP AND BOTTOM AND
VERTICALS #4 BARS @ 24" OC
G
DOWEL AND EPOXY
NEW WALL
NEW CONCRETE FOOTING 12"
30" SQ x 14" DP CONCRETE FOOTING 11'-4 1/2" WIDE x 6" DP WITH (2) #4 BARS
6" STEM WALL ~2' TALL
WITH (3) #5 BOTTOM BARS EACH WAY. TYPICAL AT (3)
16" X 8" D FOOTING BELOW NOT DRIVING DIMENSION
15'-0" BOTTOM OF FOOTING 2'-0" BELOWREBAR PER STRUC. LOCATIONS 12
TOP OF GRADE TO DECREASE EFFECT PROPOSED ADDITION8
DRIVING DIMENSION S-2.0
12'-0"ON ADJACENT BASEMENT WALL S-2.0
VENTED CRAWLSPACE TYPICAL
DOWEL AND EPOXY
NEW WALL F
1
S-2.0 EXISTING FULL HEIGHT BASEMENT FOUNDATION WALL OLD ADDITION STEM WALLS
1
3'-0"
S-2.0
E
Copyright 2020 Sno Valley Cottages, LLC All rights reserved.
DRILL AND EPOXY 1/2" Ø
CAST 5/8" Ø ANCHOR ROD 6" 11
ANCHOR ROD 6" INTO TOP
INTO SONOTUBE TO RECEIVE
No. Date
S-3.0 OF EXISTING CONCRETE
SIMPSON ABU66Z POST BASE.
WALL.
NOT FOR CONSTRUCTION WH
24" SQ x 12" DP CONCRETE CAST 5/8" Ø ANCHOR ROD 6"
FOOTING WITH (2) #5 INTO SONOTUBE TO RECEIVE
BOTTOM BARS EACH WAY. SIMPSON ABU66Z POST BASE.
Issue Date
D
FOUNDATION PLAN NOTES:
1.STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S-1.0,
S-1.1, AND S-1.2.
C
EXISTING BASEMENT
Drawn by:Author
2.CONTRACTOR SHALL LOCATE AND VERIFY THE FOLLOWING WITH OTHERS PRIOR TO
POURING CONCRETE: ALL DOOR OPENINGS AND BLOCKOUTS IN FOUNDATION WALLS;
DRAINS AND SLOPES; ALL DUCTS, CHASES AND PIPES PER MECHANICAL, PLUMBING AND
ELECTRICAL.
FOUNDATION & FRAMING PLAN
3.TOP OF SLAB ON GRADE ELEVATION ASSUMED 0’-0â€. PROVIDE 6 MIL POLYETHELENE VAPOR
BARRIER BELOW SLAB ON GRADE AT INTERIOR SPACES.
Scale:
B
1/4" = 1'-0"
4.TOP OF WALL TO BE A MILNIMUM OF 8†ABOVE FINISHED GRADE. DAMPROOF WALLS BY
OTHERS.
5.ALL FOOTINGS AND SLABS TO BEAR ON COMPETENT NATIVE SOIL AND/OR STRUCTURAL
FILL. SUBGRADE PREPARATION, STRUCTURAL FILL, FOOTING DRAINS, AND OTHER A
REQUIREMENTS PER GEOTECH REPORT AS NOTED IN THE STRUCTURAL GENERAL NOTES.
6.ALL REINFORCING TO BE GRADE 60. PROVIDE 3†CLEAR COVER FROM BOTTOM OF MATCH PORCH 9
FOOTING. POST FOOTINGS
7.ALL WOOD EXPOSED TO CONRETE, WEATHER, OR WITHIN 8†OF FINISHED GRADE SHALL BE
PRESSURE-TREATED.
8.PROVIDE HOT-DIPPED GALVANAIZED ANCHOR BOLTS AT PRESSURE TREATED SILL PLATES.
9.ADDITIONAL TYPICAL DETAILS NOT CUT ON PLAN PER S-2.0 SHEETS. NOT ALL DETAILS MAY
BE APPLICABLE.
1 FOUNDATION PLAN
1/4" = 1'-0"
ARLINGTON, WA
309 S DUNHAM AVE
VIRTUS
STAMP AND SCOPE 309 S DUNHAM AVE ADDITION
ENCOMPASSES
THE PRIMARY
STRUCTURAL ELEMENTS
AS SHOWN
IN THE REDLINE
MARKUPS, ONLY.
PROJECT: SMITH REMODEL PROJECT
NUMBER: 24081-0106
DATE: 01/21/2025
Job No.: 23-15
DESCRIPTION: FOUNDATION PLAN DRAWN BY:
CDA
A3.1
_______
-
28'-0 1/2"
14'-0 1/4" 14'-0 1/4"
9
1 - 2 3 4 5 6 7 8 9
_______
---
1 2 3 4 5 6 7 8
H DIM. TO CL OF POST
-
_______
I
---
G
(N)GLULAM BEAM ABV.
39'-1 7/8"
COVERED PORCH ADDITION
VAULTED CEILING 4/12 SLOPE
(N) VENTED CRAWLSPACE (N) FOUNDATION, SEE FDN PLAN GUARDRAILS
REQUIRED IF DECK SURFACE
MORE
THAN 30" ABOVE GRADE
-
_______
---
WINDER REQUIRED 12'-9 1/4"
TO MEET HEADROOM (E) FOUNDATION, SEE FDN PLAN
PER CODE-6'-8" MIN. 13'-9 1/4" 14'-3 1/4"
NEW ADDITION 9'-4 3/4" 4'-4 1/2" 2'-7 1/4" 4'-7" 4'-7" 2'-6" 4'-1"
F
DIM. TO
F2 F1
FACE OF DIM. TO
CONC. 10'-0 3/8" 2'-5 1/2" 6'-8 1/2" 9'-3 3/8" 9'-8 1/8" FACE OF 9'-4 3/4" 4'-4 1/2" D2
CONC. E
(E) VENTED CRAWLSPACE
H
W4
F5 F4 F3 -
_______
3'-0" --- W4
- 4'-0" 2 NEW ADDITION
_______
--- = W5 D13 (N) BATH
G
4'-3" (N) BEDROOM 3 3'-2 3/4"D21 3'-6" STUD AND SHEAR WALL PLAN NOTES:
5'-10 1/4"
DW
DN
CL. (N) STORAGE 5'-9 1/2"1.STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S-1.0,
(N) DINING
S-1.1, AND S-1.2.
EGRESS REMOVE WINDOW
D3
9'-0 1/2" = AND FILL IN WITH
11'-4 1/2"
F23 2.LUMBER GRADE PER STRUCTURAL GENERAL NOTES.FRAMING ALIGN NEW FRAMING
CONVERT TO EGRESS WINDOW STAIRS:
W4 TO CORNER (E) WALL
SILL AT +44" A.F.F. MAX. 14RISERS 3'-9 3/4" (N) KITCHEN
AT 7" 3.ALL INTERIOR NON-BEARING, NON-STRUCTURAL WALL STUD REQUIREMENTS PER2X4 INTERIOR WALL, TYP. VAULTED CEILING 4/12 SLOPE REMOVE SIDING
13'-3 7/8" WH 1/2" AIR GAP FROM CONCRETE ON EXT. WALL
5'-6 1/4"
S LINEN S STRUCTURAL GENERAL NOTES. 12'-0"
2'-0" W3
F22
13'-0 1/8" STAIR OPENING Range
D18 D17 D16 5'-10" 3'-6 5/8" 4.UNLESS NOTED OTHERWISE ON PLAN: HEADERS TO BE (2) 2x8, TO BE SUPPORTED BY (1)
7'-8 3/8"TRIMMER AND (1) KING STUD MINIMUM, CONNECTION HEADERS INTO KING STUD WITH (4) FULL HEIGHT WALL
F
3'-10"
D19 6x6 POST D15 STUB FOR TOTAL 10d END NAILS EACH SIDE. KING STUDS TO BE CONNECTED TOP AND BOTTOM WITH 6'-4 7/8"
S/CM 7'-9 1/8" STAIR OPENING FUTURE SINK 1 (E)
WIN. COULD REMAIN
24'-0" 3'-11 5/8" GRINDER (4) 10d TOE NAILS, UNLESS NOTED OTHERWISE ON PLAN.
(N) MECH. 2'-9 7/8" PUMP
STORAGE CL VANITY ABV. ISLAND 10' X 5' S PANTRY (E) MASTER
BEDROOM
CLOSET 5.ALL TRIMMERS TO BE CONTINUOUS TO FOUNDATION.
7'-10 1/8" D DBL OvenOVEN
E
28'-0"
ALIGN 8'-1 1/4" D14 CL TOILET ABV.
6x6 POST 6x6 POST 3'-6 5/8" 6.ALL BEAMS, EXCLUDING HEADERS, SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY (2)
ALIGN WALL ON CENTER W/POST -
FLUSH INSIDE FACE OF WALL BUNDLED STUDS OR 4X MEMBER, MINIMUM UNLESS NOTED OTHERWISE ON PLAN. ALL_______
9'-0 5/8"
28'-0" EXISTING BASEMENT OF POST 7'-2" --- (N) SKYLIGHT OVER
THE STAIRS
TO INSIDE FACE OF BEAM BUNDLED STUDS TO BE CONTINUOUS TO FOUNDATION.(N)GLULAM
2'-0"
C BEAM ABV. (E) DOOR
OPENING
Refrigerator
CL SHOWER DRAIN ABV. ALTER AS
NEEDED PER DOOR
CL VANITY ABV. 7.ALL EXTERIOR WALLS TO BE CONTINUOUSLY SHEATHED PER SHEAR WALL SCHEDULE
8'-10 1/8" W3 LOCATE WITHIN 3' OF PEAK D9 SELECTION
F21
F24 W5 D20 11-S3.1 “UNBLOCKED W6â€, UNLESS NOTED OTHERWISE ON PLAN.
CL WASHER ABV.
EGRESS Copyright 2020 Sno Valley Cottages, LLC
All rights reserved.
(N)6X6 POST-BEARING TO CABINETS/COUNTER 3'-3 1/2" 2'-10
1/4" 4'-0 1/8" 2'-4" 2'-6"
(N) OFFICE (N) BONUS ROOM 8.ALL SHEAR WALLS INDICATED ON PLAN TO HAVE (2) BUNDLED STUDS AT WALL ENDS, 4'-0"
F6 (N) WALL BELOW TO FTG.
6'-1 3/8"
UNLESS NOTED OTHERWISE ON PLAN. HOLD DOWNS ARE AS INDICATED ON PLAN, AND MAY W1
No. Date
9'-4 3/4" F25
2'-1 1/2"
CL TOILET ABV. 3'-4 1/2" NOT BE REQUIRED AT SOME WALLS. S
(N) BATHROOM
13'-6" TO CL OF (E) BEAM AND POSTS 9.POST BASES AND CAPS, WHERE NECESSARY, ARE INDICATED ON PLAN. D8 CL.
=
B MATCH
CL PLUMBING WALL ABV.
DIM. TO =
D10
CL SHOWER DRAIN ABV. 2'-11" 10.FABRICATE ALL STEEL COLUMNS -¼†PER FLOOR TO ALLOW FOR WOOD SHRINKAGE. WALL AT +42" A.F.F. D7
FACE OF 15'-8 1/2"
W6
66" VANITY 5'-11 1/4"
4'-0" CONC. DN 4'-9"
= 5'-4"
15'-11 1/4" TO STAIR OPENING CLOSET
11.WALL ANCHORAGE AND OTHER TYPICAL WALL FRAMING DETAILS PER SHEETS S-3.0 AND3'-10 7/8" =
CONFIRM RO WITH POCKET DOOR SPECS
1'-4" MIRROR DIM. ON FIREPLACE CENTER 7'-9 1/8"
(2)2X
NOT FOR S-3.1. NOT ALL DETAILS MAY BE APPLICABLE.CONSTRUCTIONFIREPLACE
D11
3 1/2"
D
3'-3 1/2"
SHOWER/TOILET
A MATCH (N) GREAT ROOM
=
FLAT CEILING AT 7' 10-3/4"
EXISTING RESIDENCE
F20
4'-0"
2'-0"
MIRROR DIM. ON FIREPLACE CENTER REBUILD FP AT INTERIOR (N)6x6 POST-BEARING TO METAL RAILING 3'-1" 3'-8 1/4"S/CM SHOWER
4'-3 1/2"
F7 AT +36" A.F.F. 4'
W X 3' D = Issue Date
TO CENTER BEAM BELOW
C
- ON BEAMS ABV. AND STAIR D4 D5
_______
---
S
ADD 2' X 2' SKYLIGHT ABOVE
F8
7'-6"
9'-0 1/2" 30'-1 3/8"
W1
(N) GLULAM BEAM ABV. 42" VANITY
4'-9 7/8"
(N)
BEDROOM 2 F19 Author
F9 4'-2 1/2"4'-2 1/2" 3'-4 1/2"(N) BATH W2 1'-0"
Drawn by:
D12
5'-0"
BENCH/CUBBIES/CABS
9'-7 5/8"
B
2 BASEMENT LEVEL 7'-6"
W3
F18
1/4" = 1'-0" 6'-2 7/8"
1'-4 3/8"1'-4 3/8" CLOSET
F10 F11 F12 1'-3 1/2" 4'-5 1/2"2'-10" 2'-2" 2'-4 1/2" 6'-7 7/8"
6'-7 7/8" 4'-9 7/8" REMODEL/ADDITION FLOOR PLANS
3'-1 3/8"
EGRESS Scale:
FLOOR PLAN NOTES D1
As indicated
SMOKE ALARMS AND HEAT DETECTION
A
FRAMING: 2X6 EXTERIOR WALLS REQUIRED LOCATIONS R314.3: FRAMING - DOOR SCH. 1'-6" 3'-0"
7'-6"
SMOKE ALARMS/CARBON MONOXIDE DETECTORS SHALL BE INSTALLED IN:
2X4/6's AT INTERIOR WALLS
UNLESS NOTED OTHERWISE 1. IN EACH SLEEPING ROOM OR SLEEPING LOFT NO. DOOR SIZE HEAD HEIGHT COMMENTS F13 F14 F15
F16 F17 FILL IN 2X4 FRAMING
2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE
BASEMENT FF
AT ALL MODIFIED
SEE STRUCTURAL NOTES FOR STUD SCHEDULE. VICINITY OF THE BEDROOMS. D13 2'-6" 6'-8" 6'-8" COVERED
WINDOW OPENINGS
3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING
CONCEALED SPACES SHALL BE FIRESTOPPED IN BOTH DIRECTIONS AT BASEMENTS AND HABITABLE ATTICS. D14 2'-10" 6'-8" 6'-8" NEW ADDITION - PORCH
10" ON CENTER AND AT FLOORS. TYPICAL. 4. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET FROM D15 2'-6" 6'-8" 6'-8" _______
---
THE DOOR OR OPENING OF A BATHROOM. D16 2'-4" 6'-8" 6'-8"
ALL ESCAPE OR RESCUE WINDOWS FROM SLEEPING ROOMS SHALL 4. AN ADDITIONAL SMOKE DETECTOR SHALL BE INSTALLED IN EACH
D17 1'-8" 6'-8" 6'-8" DN
HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. THE LOCATION WHERE THERE IS A CEILING HEIGHT CHANGE GREATER
D18 2'-6" 6'-8" 6'-8"
MINIMUM CLEAR OPENING HEIGHT DIMENSION SHALL BE 24". MINIMUM THAN 24".
CLEAR OPENING WIDTH DIMENSION SHALL BE 20". SILL HEIGHT SHALL D19 2'-6" 6'-8" 6'-8"
NOT BE MORE THAN 44" ABOVE THE FLOOR. ALTERATIONS, REPAIRS AND ADDITIONS R314.2.2 WHERE ALTERATIONS, D20 2'-6" 6'-8" 6'-8"
REPAIRS OR ADDITIONS REQUIRING A PERMIT OCCUR, OR WHERE ONE OR D21 5'-0" 6'-8" 6'-8"
SHOWER COMPARTMENTS AND WALLS AROUND BATHTUBS WITH MORE SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING
DEMO 2'-6" 6'-8" 6'-8"
SHOWERS SHALL BE FINISHED WITH A SMOOTH NON-ABSORBANT DWELLINGS, OR WHERE AN ACCESSORY DWELLING UNIT IS CREATED
DEMO 2'-6" 6'-8" 6'-8"
SURFACE TO NOT LESS THAN 72" ABOVE THE FLOOR (IRC R307.2). WITHIN AN EXISTING DWELLING UNIT, EACH DWELLING UNIT SHALL BE
EQUIPPED WITH SMOKE ALARMS AS REQUIRED FOR NEW DWELLINGS. MAIN LEVEL
ALL BEDROOM DOORS, AND BATHROOM DOORS IN BATHROOMS WITH AN D1 3'-0" 6'-8" 6'-8" D2 1 MAIN LEVEL
OCCUPANCY VENTILATION FAN SHALL BE UNDERCUT A MINIMUM OF 3/4" D2 6'-0" 6'-8" 6'-8" 1/4" = 1'-0"
ABOVE THE ADJACENT FLOOR COVERING OR PROVIDE SWEEP UNDER
D3 6'-0" 6'-8" 6'-8"
DOOR AND TRANSFER GRILLE ABOVE DOOR. HEAT DETECTION INTERCONNECTION R314.4.1 HEAT DETECTORS AND
HEAT ALARMS SHALL BE CONNECTED TO AN ALARM OR A SMOKE ALARM D4 2'-6" 6'-8" 6'-8"
PROVIDE WEATHER RESISTANT FIBER CEMENT WALLBOARD UNDER TUB THAT IS INSTALLED IN THE DWELLING. ALARMS THAT ARE INSTALLED FOR D5 2'-8" 6'-8" 6'-8"
AND SHOWER ENCLOSURE MATERIALS TO A HEIGHT OF 70" MINIMUM THIS PURPOSE SHALL BE LOCATED IN A HALLWAY, ROOM, OR OTHER D6 2'-6" 6'-8" 6'-8"
ABOVE THE DRAIN INLET. LOCATION THAT WILL PROVIDE OCCUPANT NOTIFICATION.
D7 2'-6" 6'-8" 6'-8" FLOOR PLAN KEY NOTES
ARLINGTON, WA
D8 2'-6" 6'-8" 6'-8"
309 S DUNHAM AVE
ALL BEDROOM DOORS, AND BATHROOM DOORS IN BATHROOMS WITH AN COMBINATION ALARMS R314.5 COMBINATION SMOKE AND CARBON
OCCUPANCY VENTILATION FAN SHALL BE UNDERCUT A MINIMUM ? 3/4" MONOXIDE ALARMS MAY BE USED IN PLACE OF SMOKE ALARMS. D9 6'-0" 6'-8" 6'-8" NO. DESCRIPTION
ABOVE THE ADJACENT FLOOR COVERING OR PROVIDE SWEEP UNDER D10 5'-0" 6'-8" 6'-8" 1 EXISTING SEWER ~5' ABOVE FFE
DOOR AND TRANSFER GRILLE ABOVE DOOR. POWER SOURCE R314.6 SMOKE ALARMS, HEAT ALARMS, AND HEAT D11 2'-6" 6'-8" 6'-8" 2 EXISTING ELECTRICAL PANEL-150 AMP, UPGRADE TO 200 AMP
DETECTORS SHALL RECEIVE PRIMARY POWER FROM THE BUILDING D12 5'-0" 6'-8" 6'-8"
1. A CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH WIRING AND, WHEN POWER IS INTERRUPTED, SHALL RECEIVE POWER
SEPARATE SLEEPING AREA IN IMMEDIATE VICINITY OF BEDROOMS D22 2'-6" 6'-8" 6'-8"
309 S DUNHAM AVE ADDITION
FROM A BATTERY.
VIRTUS STAMP AND SCOPE
AND ON EACH LEVEL PER 2015 IRC R315. DEMO 2'-0" 6'-8" 6'-8"
ENCOMPASSES THE PRIMARY
2. A SMOKE DETECTOR SHALL BE INSTALLED IN EACH HABITABLE ROOM. INTERCONNECTIVITY R314.4 WHERE MORE THAN ONE SMOKE ALARM IS DEMO 2'-4" 6'-8" 6'-8"
3. A SMOKE DETECTOR SHALL BE CENTRALLY LOCATED ON EACH REQUIRED TO BE INSTALLED, THE ALARM DEVICES SHALL BE DEMO 5'-0" 6'-8" 6'-8"
STRUCTURAL ELEMENTS AS SHOWN
FLOOR. INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE
IN THE REDLINE MARKUPS, ONLY.
DEMO 2'-6" 6'-8" 6'-8"
4. AN ADDITIONAL SMOKE DETECTOR SHALL BE INSTALLED IN EACH ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL DWELLING
DEMO 2'-6" 6'-8" 6'-8"
LOCATION WHERE THERE IS A CEILING HEIGHT CHANGE GREATER UNIT. PHYSICAL INTERCONNECTION OF SMOKE ALARMS SHALL NOT BE PROJECT: SMITH REMODEL
PROJECT NUMBER: 24081-0106
THAN 24". REQUIRED WHERE LISTED WIRELESS ALARMS ARE INSTALLED AND ALL DEMO 2'-0" 6'-8" 6'-8"
5. SMOKE DETECTORS SHALL BE 110V HARDWIRED, INTERCONNECTED, ALARMS SOUND UPON ACTIVATION OF ONE ALARM.
Job No.: 23-15
WITH BATTERY BACKUP, PER 2015 IRC R314. WHERE AN ACCESSORY DWELLING UNIT IS CREATED WITHIN AN EXISTING
DATE: 01/21/2025
NOTE: A SPRINKLER SYSTEM IS NOT REQUIRED FOR THIS RESIDENCE. DWELLING UNIT ALL REQUIRED SMOKE ALARMS, IN THE ACCESSORY
DWELLING UNIT AND THE PRIMARY DWELLING UNIT, SHALL BE DESCRIPTION: BASEMENT POST PLAN
DRAWN BY: CDA
INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE
ALARM WILL ACTIVATE ALL ALARMS IN BOTH THE PRIMARY DWELLING UNIT
A2.0
AND THE ACCESSORY DWELLING UNIT
_______
-
28'-0 1/2"
11
14'-0 1/4" 14'-0 1/4"
9
2 3 5 S-3.2 6 7 9
1 - 4 8
_______
---
1 2 3 4 5 6 7 8
H DIM. TO CL OF POST
-
_______
I
---
G 6x6 POST 6x6 POST 6x6 POST
(N)GLULAM BEAM ABV.
39'-1 7/8"
COVERED PORCH ADDITION
12
VAULTED CEILING 4/12 SLOPE
(N) FOUNDATION, SEE FDN PLAN GUARDRAILS
REQUIRED IF DECK SURFACE
(N) VENTED CRAWLSPACE S-3.2 TYPICAL AT NEW
MORE
THAN 30" ABOVE GRADE
-
CONSTRUCTION, UNLESS _______
11 7/8" DP TJI 210 @ 24" OC 11 7/8" DP TJI 210 @ 24" OC NOTED OTHERWISE ---
WINDER REQUIRED 12'-9 1/4"
TO MEET HEADROOM (E) FOUNDATION, SEE FDN PLAN
PER CODE-6'-8" MIN. 13'-9 1/4" 14'-3 1/4"
NEW ADDITION 9'-4 3/4" 4'-4 1/2" 2'-7 1/4" 4'-7" 4'-7" 2'-6" 4'-1"
GL 5 1/2" x 10 1/2" F
DIM. TO
F2 F1
NEW WALLS TO BE 2x6 @ 16"
FACE OF DIM. TO
CONC. 10'-0 3/8" 2'-5 1/2" 6'-8 1/2" 9'-3 3/8" 9'-8 1/8" FACE OF 9'-4 3/4" 4'-4 1/2" D2
OC WITH (3) 8d TOE NAILS TOP
3'-0" CONC. E 6x6 POST
AND BOTTOM H
(E) VENTED CRAWLSPACE
W4 4x8 HDR
F5 F4 F3 -
_______
3'-0" W6 BLOCKED --- W4
- 4'-0" 2 NEW ADDITION SHEAR WALL 6x6 POST
_______
--- = W5 D13 (N) BATH
G
4'-3" (N) BEDROOM 3 1 3'-2 3/4"D21 3'-6" 4x8 HDR
5'-10 1/4"
S-3.2 CL. (N) STORAGE DW
DN
5'-9 1/2" 6x6 POST (N) DINING
EGRESS REMOVE WINDOW
D3
9'-0 1/2" = AND FILL IN WITH
11'-4 1/2"
F23 FRAMING ALIGN NEW FRAMING
4x8 HDR
CONVERT TO EGRESS WINDOW STAIRS:
2x8 @ 24" OC, MIN W4 TO CORNER (E) WALL
SILL AT +44" A.F.F. MAX. 14RISERS 3'-9 3/4" (N) KITCHEN
AT 7" 2X4 INTERIOR WALL, TYP. VAULTED CEILING 4/12 SLOPE REMOVE SIDING
13'-3 7/8" WH 1/2" AIR GAP FROM CONCRETE ON EXT. WALL
5'-6 1/4"
S LINEN S 12'-0"
2'-0" W3
F22
13'-0 1/8" STAIR OPENING Range
D18 D17 D16 5'-10" 3'-6 5/8"
4x8
7'-8 3/8" FULL HEIGHT WALL
F
3'-10"
D19 D15 STUB FOR 6'-4 7/8"
4x8 HDR
S/CM 7'-9 1/8" STAIR OPENING FUTURE SINK 1 (E)
WIN. COULD REMAIN
24'-0" 3'-11 5/8" GRINDER
(N) MECH. 2'-9 7/8" PUMP W6 BLOCKED
STORAGE CL VANITY ABV. ISLAND 10' X 5' S PANTRY (E) MASTER
BEDROOM
CLOSET SHEAR WALL
7'-10 1/8" D DBL OvenOVEN
E
28'-0"
ALIGN 8'-1 1/4" D14 CL TOILET ABV.
3'-6 5/8"
ALIGN WALL ON CENTER W/POST - (4) 2x4 OR
FLUSH INSIDE FACE OF WALL _______ 4x6 POST
9'-0 5/8"
28'-0" EXISTING BASEMENT OF POST 7'-2" --- 4x6 POST (N) SKYLIGHT OVER
THE STAIRS
TO INSIDE FACE OF BEAM (N)GLULAM
C BEAM ABV. 2'-0" SIMPSON DTT2Z
HOLD(E) DOOR OPENING
Refrigerator
CL VANITY ABV. CL SHOWER DRAIN ABV. DOWN ALTER
AS NEEDED PER DOOR
8'-10 1/8" W3 LOCATE WITHIN 3' OF PEAK D9 SELECTION
F21
F24 W5 D20
CL WASHER ABV.
EGRESS Copyright 2020 Sno Valley Cottages, LLC
All rights reserved.
(N)6X6 POST-BEARING TO CABINETS/COUNTER 3'-3 1/2" 2'-10
1/4" 4'-0 1/8" 2'-4" 2'-6"
(N) OFFICE (N) BONUS ROOM 4'-0"
F6 (N) WALL BELOW TO FTG.
6'-1 3/8"
W1
4x8 HDR No. Date
9'-4 3/4" F25
2'-1 1/2"
CL TOILET ABV. 3'-4 1/2" 4x8 HDR S
(N) BATHROOM
13'-6" TO CL OF (E) BEAM AND POSTS D8 CL.
=
B MATCH
CL PLUMBING WALL ABV.
DIM. TO =
D10
CL SHOWER DRAIN ABV. 2'-11" WALL AT +42" A.F.F.6x6 POST D7
FACE OF 15'-8 1/2"
W6
66" VANITY 5'-11 1/4"
4'-0" CONC. DN 4'-9"
= 5'-4"
15'-11 1/4" TO STAIR OPENING CLOSET
3'-10 7/8"
1'-4" MIRROR DIM. ON FIREPLACE CENTER 7'-9 1/8" =
CONFIRM RO WITH POCKET DOOR SPECS (2)2X
NOT FOR CONSTRUCTIONFIREPLACE
D11
3 1/2"
D
3'-3 1/2"
SHOWER/TOILET
A MATCH (N) GREAT ROOM
=
EXISTING RESIDENCE FLAT CEILING AT 7' 10-3/4"6x6 POST 6x6 POST
4'-0"
2'-0"F20
MIRROR DIM. ON FIREPLACE CENTER REBUILD FP AT INTERIOR (N)6x6 POST-BEARING TO METAL RAILING 3'-1" 3'-8 1/4"S/CM SHOWER
4'-3 1/2"
F7 AT +36" A.F.F. 4'
W X 3' D = 4x8 HDR Issue Date
TO CENTER BEAM BELOW
C
- ON BEAMS ABV. AND STAIR D4 D5
_______
---
S
ADD 2' X 2' SKYLIGHT ABOVE
F8
7'-6"
9'-0 1/2" 30'-1 3/8"
W1
4x12 HDR (N) GLULAM BEAM ABV. 42" VANITY
4'-9 7/8"
(N)
BEDROOM 2 F19 Author
F9 4'-2 1/2"4'-2 1/2" 3'-4 1/2"(N) BATH W2 1'-0"
Drawn by:
4x12 HDR D12
5'-0"
BENCH/CUBBIES/CABS
9'-7 5/8"
4x10 HDR B
2 BASEMENT LEVEL 7'-6"
W3
F18
1/4" = 1'-0" 6'-2 7/8"
1'-4 3/8"1'-4 3/8" 4x6 POST CLOSET
F10 F11 F12 1'-3 1/2" 4'-5 1/2"2'-10" 2'-2" 2'-4 1/2" 6'-7 7/8"
6'-7 7/8" 4'-9 7/8"
FLOOR FRAMING PLAN NOTES: STUD AND SHEAR WALL PLAN NOTES: 3'-1 3/8"
REMODEL/ADDITION FLOOR PLANS
FLOOR PLAN NOTES1.STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S-1.0, 1.STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S-1.0,
4x8 HDRD1 4x12 HDR EGRESS Scale: As indicated
SMOKE ALARMS AND HEAT DETECTION S-1.1, AND S-1.2.
A
S-1.1, AND S-1.2.
FRAMING: 2X6 EXTERIOR WALLS REQUIRED LOCATIONS R314.3: FRAMING - DOOR SCH. 4x8 HDR1'-6" 4x8 HDR3'-0"
7'-6"
SMOKE ALARMS/CARBON MONOXIDE DETECTORS SHALL BE INSTALLED IN:
2X4/6's AT INTERIOR WALLS 2.LUMBER GRADE PER STRUCTURAL GENERAL NOTES.
UNLESS NOTED OTHERWISE2.ALL DUCTS CHASES AND PIPES SHALL BE PER MECHANICAL, PLUMBING, ELECTRICAL AND1. IN EACH SLEEPING ROOM OR SLEEPING LOFT NO. DOOR SIZE HEAD HEIGHT COMMENTS
(2) 2x4 F13 (2) 2x4 F14 F15 F16 F17 FILL IN 2X4 FRAMING
2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE
SPRINKLER DRAWINGS. BASEMENT FF
AT ALL MODIFIED
SEE STRUCTURAL NOTES FOR STUD SCHEDULE. VICINITY OF THE BEDROOMS. D13 2'-6" 6'-8" 3.ALL INTERIOR NON-BEARING, NON-STRUCTURAL WALL STUD REQUIREMENTS PER6'-8" COVERED
WINDOW OPENINGS
3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING
CONCEALED SPACES SHALL BE FIRESTOPPED IN BOTH DIRECTIONS AT 3.23/32 FLOOR SHEATHING PER STUCTURAL GENERAL NOTES. SHEATHING TO BE GLUEDBASEMENTS AND HABITABLE ATTICS. D14 2'-10"
6'-8" STRUCTURAL GENERAL NOTES.6'-8" NEW ADDITION - PORCH
10" ON CENTER AND AT FLOORS. TYPICAL.AND NAILED TO FLOOR FRAMING WITH 8d X 2 ½4. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET FROM†COMMON WIRE NAILS @ 6†OC AT D15 2'-6"
6'-8" 6'-8" _______
---
SUPPORTED PANEL EDGES, AND 12†OC FIELD NAILING. LAY SHEATHING THE LONGTHE DOOR OR OPENING OF A BATHROOM. D16 2'-4" 6'-8" 4.UNLESS NOTED OTHERWISE ON PLAN: HEADERS TO BE (2)
2x8, TO BE SUPPORTED BY (1)6'-8"
ALL ESCAPE OR RESCUE WINDOWS FROM SLEEPING ROOMS SHALL 4. AN ADDITIONAL SMOKE DETECTOR SHALL BE INSTALLED IN EACH
DIRECTION PERPENDICULAR TO SUPPORTS AND STAGGER PANEL END JOINTS. ALLOW 1/8LOCATION WHERE THERE IS A CEILING HEIGHT CHANGE GREATER†D17 1'-8" 6'-8" TRIMMER AND (1) KING STUD
MINIMUM, CONNECTION HEADERS INTO KING STUD WITH (4)6'-8" DN
HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. THE
D18 2'-6" 6'-8" TOTAL 10d END NAILS EACH SIDE. KING STUDS TO BE CONNECTED TOP AND BOTTOM WITH6'-8"
MINIMUM CLEAR OPENING HEIGHT DIMENSION SHALL BE 24". MINIMUM SPACE BETWEEN PANEL ENDS AND EDGES. THAN 24". 6x6 POST 6x6 POST
CLEAR OPENING WIDTH DIMENSION SHALL BE 20". SILL HEIGHT SHALL D19 2'-6" 6'-8" (4) 10d TOE NAILS, UNLESS NOTED OTHERWISE ON PLAN.6'-8"
NOT BE MORE THAN 44" ABOVE THE FLOOR.4.ALL WOOD EXPOSED TO CONCRETE, WEATHER, OR WITHIN 8ALTERATIONS, REPAIRS AND ADDITIONS R314.2.2 †OF FINISHED GRADE SHALLWHERE ALTERATIONS, D20
2'-6" 6'-8" 6'-8"
REPAIRS OR ADDITIONS REQUIRING A PERMIT OCCUR, OR WHERE ONE OR D21 5'-0" 6'-8" 5.ALL TRIMMERS TO BE CONTINUOUS TO FOUNDATION.6'-8"
SHOWER COMPARTMENTS BE PRESSURE TREATED.AND WALLS AROUND BATHTUBS WITH MORE SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING
DEMO 2'-6" 6'-8" 6'-8"
SHOWERS SHALL BE FINISHED WITH A SMOOTH NON-ABSORBANT DWELLINGS, OR WHERE AN ACCESSORY DWELLING UNIT IS CREATED
SURFACE TO NOT LESS THAN 72" ABOVE THE FLOOR (IRC R307.2). WITHIN AN EXISTING DWELLING UNIT, EACH DWELLING UNIT SHALL BE DEMO 2'-6" 6'-8" 6.ALL BEAMS, EXCLUDING HEADERS, SHOWN
ON FRAMING PLAN SHALL BE SUPPORTED BY (2)6'-8"
5.ALL 2X HANGERS TO BE TOP FLANGE BEARING SIMPSON JB TYPE, UNLESS NOTED
EQUIPPED WITH SMOKE ALARMS AS REQUIRED FOR NEW DWELLINGS. MAIN LEVEL BUNDLED STUDS OR 4X MEMBER, MINIMUM UNLESS NOTED OTHERWISE ON PLAN. ALL
OTHERWISE. ANY HANGERS REQUIRED AT BEAMS ARE SPECIFIED ON PLAN. I JOIST
ALL BEDROOM DOORS, AND BATHROOM DOORS IN BATHROOMS WITH AN D1 3'-0" 6'-8" BUNDLED STUDS TO BE CONTINUOUS TO FOUNDATION.6'-8" D2 1 MAIN LEVEL
OCCUPANCY VENTILATION FAN SHALL BE UNDERCUT A MINIMUM OF 3/4"HANGERS TO BE TOP FLANGE BEARING SIMPSON MIT OR ITS TYPE, UNLESS NOTED D2 6'-0" 6'-8" 6'-8" 1/4" = 1'-0"
ABOVE THE ADJACENT FLOOR COVERING OR PROVIDE SWEEP UNDEROTHERWISE.
D3 6'-0" 6'-8" 6'-8"
DOOR AND TRANSFER GRILLE ABOVE DOOR. HEAT DETECTION INTERCONNECTION R314.4.1 HEAT DETECTORS AND 7.ALL EXTERIOR WALLS TO BE CONTINUOUSLY SHEATHED PER SHEAR WALL SCHEDULE
HEAT ALARMS SHALL BE CONNECTED TO AN ALARM OR A SMOKE ALARM D4 2'-6" 6'-8" 6'-8"
6.BEAMS ARE FLUSH FRAMED WITH JOISTS, UNLESS NOTED OTHERWISE ON DETAILS, OR ON 11-S3.1 “UNBLOCKED W6â€, UNLESS NOTED OTHERWISE ON PLAN.
PROVIDE WEATHER RESISTANT FIBER CEMENT WALLBOARD UNDER TUB THAT IS INSTALLED IN THE DWELLING. ALARMS THAT ARE INSTALLED FOR D5 2'-8" 6'-8" 6'-8"
AND SHOWER ENCLOSURE MATERIALS TO A HEIGHT OF 70" MINIMUM PLANS AS “DB.†DB INDICTES A “DROPPED BEAMTHIS PURPOSE SHALL BE LOCATED IN A HALLWAY, ROOM, OR OTHER†WHICH IS FRAMED
BELOW THE FLOOR. D6 2'-6" 6'-8" 6'-8"
ABOVE THE DRAIN INLET.WHERE BEAMS ARE NOT SUPPORTED BY HANGERS, SUPPORT IS PER THE STUD AND SHEARLOCATION THAT WILL PROVIDE OCCUPANT NOTIFICATION. D7 2'-6" 6'-8" 8.ALL SHEAR WALLS
INDICATED ON PLAN TO HAVE (2) BUNDLED STUDS AT WALL ENDS,6'-8" ARLINGTON, WA
WALL PLAN. PROVIDE A35 CLIPS EA SIDE OF BEAMS THAT BEAR ON DOUBLE TOP PLATES. D8 2'-6" 6'-8" UNLESS NOTED OTHERWISE ON PLAN. HOLD DOWNS ARE AS INDICATED ON PLAN, AND MAY6'-8"
FLOOR PLAN KEY NOTES 309 S DUNHAM AVE
ALL BEDROOM DOORS, AND BATHROOM DOORS IN BATHROOMS WITH AN COMBINATION ALARMS R314.5 COMBINATION SMOKE AND CARBON NOT BE REQUIRED AT SOME WALLS.
OCCUPANCY VENTILATION FAN SHALL BE UNDERCUT A MINIMUM ? 3/4" MONOXIDE ALARMS MAY BE USED IN PLACE OF SMOKE ALARMS. D9 6'-0" 6'-8" 6'-8" NO. DESCRIPTION
ABOVE THE ADJACENT FLOOR COVERING OR PROVIDE SWEEP UNDER 7.WOOD “I-JOISTS†TO BE DESIGNED BY OTHERS. SUBMITTAL INFORMATION, DESIGN D10 5'-0" 6'-8" 6'-8" 1 EXISTING SEWER
~5' ABOVE FFE
DOOR AND TRANSFER GRILLE ABOVE DOOR. CRITERIA, RIM JOIST, AND BLOCKING REQUIREMENTS PER STRUCTURAL GENERAL NOTES.POWER SOURCE R314.6 SMOKE ALARMS, HEAT ALARMS, AND HEAT D11 2'-6"
6'-8" 9.POST BASES AND CAPS, WHERE NECESSARY, ARE INDICATED ON PLAN.6'-8" 2 EXISTING ELECTRICAL PANEL-150 AMP, UPGRADE TO 200 AMP
DETECTORS SHALL RECEIVE PRIMARY POWER FROM THE BUILDING D12 5'-0" 6'-8" 6'-8"
1. A CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH WIRING AND, WHEN POWER IS INTERRUPTED, SHALL RECEIVE POWER D22 2'-6" 6'-8" 10.FABRICATE ALL STEEL COLUMNS -¼6'-8"
†PER FLOOR TO ALLOW FOR WOOD SHRINKAGE.
SEPARATE SLEEPING AREA IN IMMEDIATE VICINITY OF BEDROOMS 8.ALL RIM JOISTS TO BE 1 ½†LSL MINIMUM, UNLESS OTHERWISE NOTED ON PLAN.FROM A BATTERY.
VIRTUS STAMP AND SCOPE 309 S DUNHAM AVE ADDITION
AND ON EACH LEVEL PER 2015 IRC R315. DEMO 2'-0" 6'-8" 6'-8"
ENCOMPASSES THE PRIMARY
2. A SMOKE DETECTOR SHALL BE INSTALLED IN EACH HABITABLE ROOM.9.BEARING STUD, SHEAR WALL, HOLD-DOWN, POST SIZE, AND POST CAP AND BASEINTERCONNECTIVITY R314.4 WHERE MORE THAN ONE SMOKE
ALARM IS DEMO 2'-4" 6'-8" 11.WALL ANCHORAGE AND OTHER TYPICAL WALL FRAMING DETAILS PER SHEETS S-3.0 AND6'-8"
3. A SMOKE DETECTOR SHALL BE CENTRALLY LOCATED ON EACH REQUIREMENTS BELOW PER STUD AND SHEAR WALL PLAN.REQUIRED TO BE INSTALLED, THE ALARM DEVICES SHALL BE DEMO 5'-0" 6'-8" S-3.1.
NOT ALL DETAILS MAY BE APPLICABLE.6'-8" STRUCTURAL ELEMENTS AS SHOWN
FLOOR. INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE
IN THE REDLINE MARKUPS, ONLY.
DEMO 2'-6" 6'-8" 6'-8"
4. AN ADDITIONAL SMOKE DETECTOR SHALL BE INSTALLED IN EACH ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL DWELLING
DEMO 2'-6" 6'-8" 6'-8"
LOCATION WHERE THERE IS A CEILING HEIGHT CHANGE GREATER 10.FABRICATE ALL STEEL COLUMNS -1/4†PER FLOOR TO ALLOW FOR WOOD SHRINKAGE.UNIT. PHYSICAL INTERCONNECTION OF SMOKE ALARMS SHALL
NOT BE PROJECT: SMITH REMODEL PROJECT NUMBER: 24081-0106
THAN 24". REQUIRED WHERE LISTED WIRELESS ALARMS ARE INSTALLED AND ALL DEMO 2'-0" 6'-8" 6'-8"
5. SMOKE DETECTORS SHALL BE 110V HARDWIRED, INTERCONNECTED, ALARMS SOUND UPON ACTIVATION OF ONE ALARM.
11.TYPICAL DETAILS PER S-3.2. NOT ALL DETAILS MAY BE APPLICABLE.
Job No.: 23-15
WITH BATTERY BACKUP, PER 2015 IRC R314. WHERE AN ACCESSORY DWELLING UNIT IS CREATED WITHIN AN EXISTING
DATE: 01/21/2025
NOTE: A SPRINKLER SYSTEM IS NOT REQUIRED FOR THIS RESIDENCE. DWELLING UNIT ALL REQUIRED SMOKE ALARMS, IN THE ACCESSORY
DWELLING UNIT AND THE PRIMARY DWELLING UNIT, SHALL BE DESCRIPTION: MAIN LEVEL FRAMING, AND MAIN LEVEL STUD
DRAWN BY: CDA
INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE AND SHEAR WALL PLANS
ALARM WILL ACTIVATE ALL ALARMS IN BOTH THE PRIMARY DWELLING UNIT
A2.0
AND THE ACCESSORY DWELLING UNIT
_______
-
28'-0 1/2"
14'-0 1/4" 14'-0 1/4"
9
1 - 2 3 4 5 6 7 8 9
_______
---
1 2 3 4 5 6 7 8
H DIM. TO CL OF POST
-
_______
I
---
G
(N)GLULAM BEAM ABV.
39'-1 7/8"
COVERED PORCH ADDITION
VAULTED CEILING 4/12 SLOPE
(N) VENTED CRAWLSPACE (N) FOUNDATION, SEE FDN PLAN GUARDRAILS
REQUIRED IF DECK SURFACE
MORE
THAN 30" ABOVE GRADE
-
_______
---
WINDER REQUIRED 12'-9 1/4"
TO MEET HEADROOM (E) FOUNDATION, SEE FDN PLAN
PER CODE-6'-8" MIN. 13'-9 1/4" 14'-3 1/4"
NEW ADDITION 9'-4 3/4" 4'-4 1/2" 2'-7 1/4" 4'-7" 4'-7" 2'-6" 4'-1"
F
DIM. TO
F2 F1
FACE OF DIM. TO
CONC. 10'-0 3/8" 2'-5 1/2" 6'-8 1/2" 9'-3 3/8" 9'-8 1/8" FACE OF 9'-4 3/4" 4'-4 1/2" D2
CONC. E
(E) VENTED CRAWLSPACE
H
W4
F5 F4 F3 -
_______
3'-0" --- W4
- 4'-0" 2 NEW ADDITION
_______
--- = W5 D13 (N) BATH
G
4'-3" (N) BEDROOM 3 3'-2 3/4"D21 3'-6"
5'-10 1/4"
DW
DN
CL. (N) STORAGE
5'-9 1/2" (N) DINING
EGRESS REMOVE WINDOW
D3
9'-0 1/2" = AND FILL IN WITH
11'-4 1/2"
F23 FRAMING ALIGN NEW FRAMING
CONVERT TO EGRESS WINDOW STAIRS:
W4 TO CORNER (E) WALL
SILL AT +44" A.F.F. MAX. 14RISERS 3'-9 3/4" (N) KITCHEN
AT 7" 2X4 INTERIOR WALL, TYP. VAULTED CEILING 4/12 SLOPE REMOVE SIDING
13'-3 7/8" WH 1/2" AIR GAP FROM CONCRETE ON EXT. WALL
5'-6 1/4"
S LINEN S 12'-0"
2'-0" W3
F22
13'-0 1/8" STAIR OPENING Range
D18 D17 D16 5'-10" 3'-6 5/8"
7'-8 3/8" FULL HEIGHT WALL6x6 ON TOP OF
F
3'-10"
D19 D15 STUB FOR GLULAM. SIMPSON6'-4 7/8"
S/CM 7'-9 1/8" STAIR OPENING FUTURE SINK 1 (E)
WIN. COULD REMAIN
24'-0" GRINDER BC60 HALF BASE
3'-11 5/8"
(N) MECH. 2'-9 7/8" PUMP
STORAGE CL VANITY ABV. ISLAND 10' X 5' S PANTRY (E) MASTER
BEDROOM
CLOSET
7'-10 1/8" D DBL OvenOVEN
E
28'-0"
ALIGN 8'-1 1/4" D14 CL TOILET ABV. GL 5 1/2" x 16"
3'-6 5/8"
ALIGN WALL ON CENTER W/POST - SIMPSON BA
FLUSH INSIDE FACE OF WALL _______
9'-0 5/8"
28'-0" EXISTING BASEMENT OF POST 7'-2" --- (N) SKYLIGHT OVER
THE STAIRS
TO INSIDE FACE OF BEAM HANGER
(N)GLULAM
2'-0"
C BEAM ABV. (E) DOOR
OPENING
Refrigerator
CL SHOWER DRAIN ABV. 4x4 POST ABOVE ALTER AS
NEEDED PER DOOR
CL VANITY ABV. 2x8 @ 24" OC
8'-10 1/8" WINDOW HEADER W3 LOCATE WITHIN 3' OF PEAK D9 SELECTION
F21
F24 W5 D20 SISTERED TO (E) 2x6
CL WASHER ABV.
EGRESS Copyright 2020 Sno Valley Cottages, LLC
All rights reserved.
(N)6X6 POST-BEARING TO CABINETS/COUNTER 3'-3 1/2" 2'-10
1/4" 4'-0 1/8" 2'-4" 2'-6"
(N) OFFICE (N) BONUS ROOM 4'-0"
F6 (N) WALL BELOW TO FTG.
6'-1 3/8"
GL 5 1/2" x 10 1/2" W1
No. Date
9'-4 3/4" F25 6x6 ON TOP OF
2'-1 1/2"
CL TOILET ABV. 3'-4 1/2" S
GLULAM. SIMPSON
(N) BATHROOM
13'-6" TO CL OF (E) BEAM AND POSTS BC60 HALF BASE D8 CL.
=
B MATCH
CL PLUMBING WALL ABV.
DIM. TO =
D10
CL SHOWER DRAIN ABV. 2'-11" WALL AT +42" A.F.F. D7
FACE OF 15'-8 1/2"
W6 SIMPSON HUC
66" VANITY 5'-11 1/4"
4'-0" CONC. DN 4'-9"
= 5'-4"
15'-11 1/4" TO STAIR OPENING HANGER CLOSET
3'-10 7/8"
1'-4" MIRROR DIM. ON FIREPLACE CENTER 7'-9 1/8" =
CONFIRM RO WITH POCKET DOOR SPECS (2)2X
NOT FOR CONSTRUCTIONFIREPLACE
D11
4x8 3 1/2" 3'-3 1/2"
SHOWER/TOILET D
A MATCH (N) GREAT ROOM6x6 ON TOP OF
=
FLAT CEILING AT 7' 10-3/4"
4x4 POST ABOVEEXISTING RESIDENCE GLULAM. SIMPSON
F20
4'-0"
2'-0"
WINDOW HEADERMIRROR DIM. ON FIREPLACE CENTER REBUILD FP AT INTERIOR BC60 HALF BASE(N)6x6 POST-BEARING TO METAL RAILING 3'-1" 3'-8 1/4"S/CM SHOWER
4'-3 1/2"
F7 AT +36" A.F.F. 4'
W X 3' D = Issue Date
TO CENTER BEAM BELOW
C
- ON BEAMS ABV. AND STAIR D4 D5
_______
---
S
ADD 2' X 2' SKYLIGHT ABOVE
F8
7'-6"
9'-0 1/2" 30'-1 3/8"
W1
(N) GLULAM BEAM ABV. 42" VANITY
4'-9 7/8"
(N)
BEDROOM 2 F19 Author
F9 4'-2 1/2"4'-2 1/2" 3'-4 1/2"(N) BATH W2 1'-0"
Drawn by:
D12
5'-0"
BENCH/CUBBIES/CABS
9'-7 5/8"
B
2 BASEMENT LEVEL 7'-6" GL 5 1/2" x 10 1/2"
W3
F18
1/4" = 1'-0" 6'-2 7/8"
1'-4 3/8"1'-4 3/8" CLOSET
F10 F11 F12 1'-3 1/2" 4'-5 1/2"2'-10" 2'-2" 2'-4 1/2" 6'-7 7/8"
6'-7 7/8" 4'-9 7/8" REMODEL/ADDITION FLOOR PLANS
3'-1 3/8"
ROOF FRAMING PLAN NOTES:
EGRESS Scale:
FLOOR PLAN NOTES D1
As indicated
SMOKE ALARMS AND HEAT DETECTION 1.STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S-1.0,
A
FRAMING: 2X6 EXTERIOR WALLS REQUIRED LOCATIONS R314.3: S-1.1, AND S-1.2.FRAMING - DOOR SCH. 1'-6" 3'-0"
7'-6"
SMOKE ALARMS/CARBON MONOXIDE DETECTORS SHALL BE INSTALLED IN:
2X4/6's AT INTERIOR WALLS
UNLESS NOTED OTHERWISE 1. IN EACH SLEEPING ROOM OR SLEEPING LOFT NO. DOOR SIZE HEAD HEIGHT COMMENTS F13 F14 F15
F16 F17 FILL IN 2X4 FRAMING
2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE 2.ALL DUCTS CHASES AND PIPES SHALL BE PER MECHANICAL, PLUMBING, ELECTRICAL AND
BASEMENT FF
AT ALL MODIFIED
SEE STRUCTURAL NOTES FOR STUD SCHEDULE. VICINITY OF THE BEDROOMS. D13 2'-6" 6'-8"SPRINKLER DRAWINGS. 6'-8" COVERED
WINDOW OPENINGS
3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING
CONCEALED SPACES SHALL BE FIRESTOPPED IN BOTH DIRECTIONS AT BASEMENTS AND HABITABLE ATTICS. D14 2'-10" 6'-8" 6'-8" NEW ADDITION - PORCH
10" ON CENTER AND AT FLOORS. TYPICAL. 4. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET FROM D15 2'-6" 6'-8"3.ROOF SHEATHING PER PLAN AND STUCTURAL GENERAL NOTES. SHEATHING
TO BE NAILED6'-8" _______
---
THE DOOR OR OPENING OF A BATHROOM. D16 2'-4" 6'-8"TO ROOF FRAMING WITH 8d X 2 ½6'-8" †COMMON WIRE NAILS @ 6†OC AT SUPPORTED PANEL
ALL ESCAPE OR RESCUE WINDOWS FROM SLEEPING ROOMS SHALL 4. AN ADDITIONAL SMOKE DETECTOR SHALL BE INSTALLED IN EACH D17 1'-8" 6'-8"EDGES, AND 126'-8" †OC FIELD NAILING. LAY
SHEATHING THE LONG DIRECTION PERPENDICULAR DN
HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. THE LOCATION WHERE THERE IS A CEILING HEIGHT CHANGE GREATER TO SUPPORTS AND STAGGER PANEL END JOINTS. ALLOW 1/8†SPACE BETWEEN
PANEL ENDS
D18 2'-6" 6'-8" 6'-8"
MINIMUM CLEAR OPENING HEIGHT DIMENSION SHALL BE 24". MINIMUM THAN 24".
CLEAR OPENING WIDTH DIMENSION SHALL BE 20". SILL HEIGHT SHALL D19 2'-6" 6'-8"AND EDGES.6'-8"
NOT BE MORE THAN 44" ABOVE THE FLOOR. ALTERATIONS, REPAIRS AND ADDITIONS R314.2.2 WHERE ALTERATIONS, D20 2'-6" 6'-8" 6'-8"
REPAIRS OR ADDITIONS REQUIRING A PERMIT OCCUR, OR WHERE ONE OR D21 5'-0" 6'-8"4.ALL 2X HANGERS TO BE TOP FLANGE BEARING SIMPSON JB TYPE, UNLESS NOTED6'-8"
SHOWER COMPARTMENTS AND WALLS AROUND BATHTUBS WITH MORE SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING
DEMO 2'-6" 6'-8"OTHERWISE. ANY HANGERS REQUIRED AT BEAMS ARE SPECIFIED ON PLAN. I JOIST6'-8"
SHOWERS SHALL BE FINISHED WITH A SMOOTH NON-ABSORBANT DWELLINGS, OR WHERE AN ACCESSORY DWELLING UNIT IS CREATED
DEMO 2'-6" 6'-8"HANGERS TO BE TOP FLANGE BEARING SIMPSON MIT OR ITS TYPE, UNLESS NOTED6'-8"
SURFACE TO NOT LESS THAN 72" ABOVE THE FLOOR (IRC R307.2). WITHIN AN EXISTING DWELLING UNIT, EACH DWELLING UNIT SHALL BE
EQUIPPED WITH SMOKE ALARMS AS REQUIRED FOR NEW DWELLINGS. MAIN LEVEL OTHERWISE.
ALL BEDROOM DOORS, AND BATHROOM DOORS IN BATHROOMS WITH AN D1 3'-0" 6'-8" 6'-8" D2 1 MAIN LEVEL
OCCUPANCY VENTILATION FAN SHALL BE UNDERCUT A MINIMUM OF 3/4" D2 6'-0" 6'-8"5.BEAMS ARE FLUSH FRAMED WITH JOISTS, UNLESS NOTED OTHERWISE ON DETAILS, OR ON6'-8" 1/4" = 1'-0"
ABOVE THE ADJACENT FLOOR COVERING OR PROVIDE SWEEP UNDER
DOOR AND TRANSFER GRILLE ABOVE DOOR. HEAT DETECTION INTERCONNECTION R314.4.1 HEAT DETECTORS AND D3 6'-0" 6'-8"PLANS AS 6'-8"“DB.†DB INDICTES A “DROPPED BEAM†WHICH IS
FRAMED BELOW THE FLOOR.
HEAT ALARMS SHALL BE CONNECTED TO AN ALARM OR A SMOKE ALARM D4 2'-6" 6'-8"WHERE BEAMS ARE NOT SUPPORTED BY HANGERS, SUPPORT IS PER THE STUD AND SHEAR6'-8"
PROVIDE WEATHER RESISTANT FIBER CEMENT WALLBOARD UNDER TUB THAT IS INSTALLED IN THE DWELLING. ALARMS THAT ARE INSTALLED FOR D5 2'-8" 6'-8"WALL PLAN. PROVIDE A35 CLIPS EA SIDE
OF BEAMS THAT BEAR ON DOUBLE TOP PLATES.6'-8"
AND SHOWER ENCLOSURE MATERIALS TO A HEIGHT OF 70" MINIMUM THIS PURPOSE SHALL BE LOCATED IN A HALLWAY, ROOM, OR OTHER D6 2'-6" 6'-8" 6'-8"
ABOVE THE DRAIN INLET. LOCATION THAT WILL PROVIDE OCCUPANT NOTIFICATION.
D7 2'-6" 6'-8"6.PROVIDE SIMPSON STRONG TIE H2.5A TIES AT ALL ROOF TRUSSES6'-8" FLOOR PLAN KEY NOTES
ARLINGTON, WA
D8 2'-6" 6'-8" 6'-8"
309 S DUNHAM AVE
ALL BEDROOM DOORS, AND BATHROOM DOORS IN BATHROOMS WITH AN COMBINATION ALARMS R314.5 COMBINATION SMOKE AND CARBON
OCCUPANCY VENTILATION FAN SHALL BE UNDERCUT A MINIMUM ? 3/4" MONOXIDE ALARMS MAY BE USED IN PLACE OF SMOKE ALARMS. D9 6'-0" 6'-8"7.WHERE SHEAR WALLS ARE PERPENDUCLAR TO ROOF TRUSSES,
PROVIDE 2X BLOCKING6'-8" NO. DESCRIPTION
ABOVE THE ADJACENT FLOOR COVERING OR PROVIDE SWEEP UNDER D10 5'-0" 6'-8" 6'-8" 1 EXISTING SEWER ~5' ABOVE FFE
BETWEEN ROOF TRUSSES WITH SIMPSON STRONG TIE A35 CLIPS @ 24†OC INTO THE
DOOR AND TRANSFER GRILLE ABOVE DOOR. POWER SOURCE R314.6 SMOKE ALARMS, HEAT ALARMS, AND HEAT D11 2'-6" 6'-8" 6'-8" 2 EXISTING ELECTRICAL PANEL-150 AMP, UPGRADE TO 200 AMP
DETECTORS SHALL RECEIVE PRIMARY POWER FROM THE BUILDING DOUBLE PLATE. WHERE SHEAR WALLS ARE PARALLEL, ALIGN TRUSS OVER SHEAR WALL,
D12 5'-0" 6'-8" 6'-8"
1. A CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH WIRING AND, WHEN POWER IS INTERRUPTED, SHALL RECEIVE POWER AND PROVIDE CONNECTION PER SHEAR WALL SCHEDULE.
SEPARATE SLEEPING AREA IN IMMEDIATE VICINITY OF BEDROOMS D22 2'-6" 6'-8" 6'-8"
309 S DUNHAM AVE ADDITION
FROM A BATTERY.
VIRTUS STAMP AND SCOPE
AND ON EACH LEVEL PER 2015 IRC R315. DEMO 2'-0" 6'-8" 6'-8"
8.ALL RIM JOISTS TO BE 1 ½†LSL MINIMUM, UNLESS OTHERWISE NOTED ON PLAN.
ENCOMPASSES THE PRIMARY
2. A SMOKE DETECTOR SHALL BE INSTALLED IN EACH HABITABLE ROOM. INTERCONNECTIVITY R314.4 WHERE MORE THAN ONE SMOKE ALARM IS DEMO 2'-4" 6'-8" 6'-8"
3. A SMOKE DETECTOR SHALL BE CENTRALLY LOCATED ON EACH REQUIRED TO BE INSTALLED, THE ALARM DEVICES SHALL BE DEMO 5'-0" 6'-8" 6'-8"
STRUCTURAL ELEMENTS AS SHOWN
FLOOR. INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE DEMO 2'-6" 6'-8"9.ADDITIONAL TYPICAL DETAILS NOT CALLED OUT ON PLAN PER SHEET S-4.0. NOT ALL6'-8"
IN THE REDLINE MARKUPS, ONLY.
4. AN ADDITIONAL SMOKE DETECTOR SHALL BE INSTALLED IN EACH ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL DWELLING DETAILS MAY BE APPLICABLE.
DEMO 2'-6" 6'-8" 6'-8"
LOCATION WHERE THERE IS A CEILING HEIGHT CHANGE GREATER UNIT. PHYSICAL INTERCONNECTION OF SMOKE ALARMS SHALL NOT BE PROJECT: SMITH REMODEL
PROJECT NUMBER: 24081-0106
THAN 24". REQUIRED WHERE LISTED WIRELESS ALARMS ARE INSTALLED AND ALL DEMO 2'-0" 6'-8" 6'-8"
5. SMOKE DETECTORS SHALL BE 110V HARDWIRED, INTERCONNECTED, ALARMS SOUND UPON ACTIVATION OF ONE ALARM.
Job No.: 23-15
WITH BATTERY BACKUP, PER 2015 IRC R314. WHERE AN ACCESSORY DWELLING UNIT IS CREATED WITHIN AN EXISTING
DATE: 01/21/2025
NOTE: A SPRINKLER SYSTEM IS NOT REQUIRED FOR THIS RESIDENCE. DWELLING UNIT ALL REQUIRED SMOKE ALARMS, IN THE ACCESSORY
DWELLING UNIT AND THE PRIMARY DWELLING UNIT, SHALL BE DESCRIPTION: CEILING SOFFIT FRAMING PLAN
DRAWN BY: CDA
INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE
ALARM WILL ACTIVATE ALL ALARMS IN BOTH THE PRIMARY DWELLING UNIT
A2.0
AND THE ACCESSORY DWELLING UNIT
_______
-
28'-0 1/2"
8
14'-0 1/4" 14'-0 1/4"
9
1 - 2 3 4 5 6 7 8 9 S-4.0
_______
---
1 2 3 4 5 6 7 8
H DIM. TO CL OF POST
-
_______
I
---
G
(N)GLULAM BEAM ABV.
39'-1 7/8"
COVERED PORCH ADDITION
(N) FOUNDATION, SEE FDN PLAN 2x10 @ 24" OCVAULTED CEILING 4/12 SLOPE 2x10 @ 24" OC GUARDRAILS
REQUIRED IF DECK SURFACE
(N) VENTED CRAWLSPACE MORE
THAN 30" ABOVE GRADE
-
_______
---
WINDER REQUIRED 12'-9 1/4"
TO MEET HEADROOM (E) FOUNDATION, SEE FDN PLAN
PER CODE-6'-8" MIN. 13'-9 1/4" 14'-3 1/4"
NEW ADDITION 9'-4 3/4" 4'-4 1/2" 2'-7 1/4" 4'-7" 4'-7" 2'-6" 4'-1"
F (DROPPED)
DIM. TO
F2 F1 GL 5 1/2" x 10
1/2"
FACE OF DIM. TO
CONC. 10'-0 3/8" 2'-5 1/2" 6'-8 1/2" 9'-3 3/8" 9'-8 1/8" FACE OF (DROPPED)9'-4 3/4" 4'-4 1/2" D2
CONC. E GL 5 1/2" x 10 1/2"
H
(E) VENTED CRAWLSPACE
W4
F5 F4 F3 -
_______
3'-0" --- W4
- 4'-0" 2 NEW ADDITION
_______
--- = W5 D13 (N) BATH
12 G
4'-3" (N) BEDROOM 3 3'-2 3/4"D21 3'-6"
5'-10 1/4"
DW
S-4.0DN
CL. (N) STORAGE
5'-9 1/2" (N) DINING
TYPICAL AT NEW
EGRESS REMOVE WINDOW
CONSTRUCTION, UNLESS
D3
9'-0 1/2" F23 = AND FILL IN WITH
NOTED OTHERWISE 11'-4 1/2"
FRAMING ALIGN NEW FRAMING
CONVERT TO EGRESS WINDOW STAIRS: W4 GL 5 1/2" x 10 1/2" RIDGE BEAMTO CORNER (E) WALL
SILL AT +44" A.F.F. MAX. 14RISERS 3'-9 3/4" (N) KITCHEN
AT 7" 2X4 INTERIOR WALL, TYP. VAULTED CEILING 4/12 SLOPE 6 REMOVE SIDING
13'-3 7/8" WH 1/2" AIR GAP FROM CONCRETE ON EXT. WALL
5'-6 1/4"
S LINEN S 12'-0"
2'-0" S-4.0 W3
F22
13'-0 1/8" STAIR OPENING Range
D18 D17 D16 5'-10" 3'-6 5/8"
7'-8 3/8" FULL HEIGHT WALL
F
3'-10"
D19 D15 STUB FOR 6'-4 7/8"
S/CM 7'-9 1/8" STAIR OPENING FUTURE SINK 1 (E)
WIN. COULD REMAIN
24'-0" 3'-11 5/8" GRINDER
(N) MECH. 2'-9 7/8" PUMP
STORAGE CL VANITY ABV. ISLAND 10' X 5' S PANTRY (E) MASTER
BEDROOM
CLOSET
7'-10 1/8" D DBL OvenOVEN
E
28'-0"
ALIGN 8'-1 1/4" D14 CL TOILET ABV.
3'-6 5/8"
ALIGN WALL ON CENTER W/POST -
FLUSH INSIDE FACE OF WALL _______
9'-0 5/8"
28'-0" EXISTING BASEMENT OF POST 7'-2" --- (N) SKYLIGHT OVER
THE STAIRS
TO INSIDE FACE OF BEAM (N)GLULAM
2'-0"
C BEAM ABV. 6'-0" Refrigerator (E) DOOR
OPENING
CL SHOWER DRAIN ABV. ALTER AS
NEEDED PER DOOR
CL VANITY ABV.
8'-10 1/8" W3 LOCATE WITHIN 3' OF PEAK D9 SELECTION
F21
F24 W5 D20
CL WASHER ABV. GL 5 1/2" x 10 1/2"
EGRESS Copyright 2020 Sno Valley Cottages, LLC
All rights reserved.
(N)6X6 POST-BEARING TO CABINETS/COUNTER 3'-3 1/2" 2'-10
1/4" 4'-0 1/8" 2'-4" 2'-6"
(N) OFFICE (N) BONUS ROOM (DROPPED) 4'-0"
F6 (N) WALL BELOW TO FTG.
6'-1 3/8"
W1
No. Date
9'-4 3/4" F25
2'-1 1/2"
CL TOILET ABV. 3'-4 1/2" S
10
(N) BATHROOM
13'-6" TO CL OF (E) BEAM AND POSTS D8 CL.
=
B S-4.0MATCH
CL PLUMBING WALL ABV.
DIM. TO =
D10
CL SHOWER DRAIN ABV. 2'-11" WALL AT +42" A.F.F. D7
FACE OF 15'-8 1/2" (E) 2x4 @ 24" OC
5'-11 1/4"
W6
66" VANITY
4'-0" CONC. DN 4'-9"
= 5'-4"
15'-11 1/4" TO STAIR OPENING CLOSET
3'-10 7/8"
1'-4" MIRROR DIM. ON FIREPLACE CENTER 7'-9 1/8" =
CONFIRM RO WITH POCKET DOOR SPECS (2)2X
NOT FOR CONSTRUCTIONFIREPLACE
D11
3 1/2"
D
3'-3 1/2"
SHOWER/TOILET
A MATCH (N) GREAT ROOM
=
FLAT CEILING AT 7' 10-3/4"
EXISTING RESIDENCE
F20
4'-0"
2'-0"
MIRROR DIM. ON FIREPLACE CENTER REBUILD FP AT INTERIOR (N)6x6 POST-BEARING TO METAL RAILING 3'-1" 3'-8 1/4"S/CM SHOWER
4'-3 1/2"
F7 AT +36" A.F.F. 4'
W X 3' D = Issue Date
TO CENTER BEAM BELOW
C
- ON BEAMS ABV. AND STAIRGL 5 1/2" x 10 1/2" D4 D5
_______
--- (DROPPED)
S
ADD 2' X 2' SKYLIGHT ABOVE
F8
7'-6"
9'-0 1/2" 30'-1 3/8" 10
W1
(N) GLULAM BEAM ABV. 42" VANITY
4'-9 7/8"
S-4.0
6'-0" (N)
BEDROOM 2 F19 Author
F9 4'-2 1/2"4'-2 1/2" 3'-4 1/2"(N) BATH W2 1'-0"
Drawn by:
D12
5'-0"
(E) 2x4 @ 24" OC BENCH/CUBBIES/CABS
9'-7 5/8"
B
2 BASEMENT LEVEL 7'-6"
W3
F18
1/4" = 1'-0" 6'-2 7/8"
1'-4 3/8"1'-4 3/8" CLOSET
F10 F11 F12 1'-3 1/2" 4'-5 1/2"2'-10" 2'-2" 2'-4 1/2" 6'-7 7/8"
6'-7 7/8" 4'-9 7/8" REMODEL/ADDITION FLOOR PLANS
3'-1 3/8"
EGRESS Scale:
FLOOR PLAN NOTES D1
As indicated
SMOKE ALARMS AND HEAT DETECTION
A
FRAMING: 2X6 EXTERIOR WALLS REQUIRED LOCATIONS R314.3: FRAMING - DOOR SCH. 1'-6" 3'-0"
7'-6"
SMOKE ALARMS/CARBON MONOXIDE DETECTORS SHALL BE INSTALLED IN: 2x10 @ 24" OC
2X4/6's AT INTERIOR WALLS
UNLESS NOTED OTHERWISE 1. IN EACH SLEEPING ROOM OR SLEEPING LOFT NO. DOOR SIZE HEAD HEIGHT COMMENTS F13 4x12 F14 F15
F16 F17 FILL IN 2X4 FRAMING
2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE
BASEMENT FF
AT ALL MODIFIED
SEE STRUCTURAL NOTES FOR STUD SCHEDULE. VICINITY OF THE BEDROOMS. D13 2'-6" 6'-8" 6'-8" COVERED
WINDOW OPENINGS
3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING ROOF FRAMING PLAN NOTES:
CONCEALED SPACES SHALL BE FIRESTOPPED IN BOTH DIRECTIONS AT BASEMENTS AND HABITABLE ATTICS. D14 2'-10" 6'-8" 6'-8" NEW ADDITION - PORCH
1.STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S-1.0,_______ 4x10 4x10
10" ON CENTER AND AT FLOORS. TYPICAL. 4. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET FROM D15 2'-6" 6'-8" 6'-8" --- 2x10 @ 24" OC
THE DOOR OR OPENING OF A BATHROOM. D16 2'-4" 6'-8"S-1.1, AND S-1.2.6'-8"
ALL ESCAPE OR RESCUE WINDOWS FROM SLEEPING ROOMS SHALL 4. AN ADDITIONAL SMOKE DETECTOR SHALL BE INSTALLED IN EACH
D17 1'-8" 6'-8" 6'-8" 4x12DN
HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. THE LOCATION WHERE THERE IS A CEILING HEIGHT CHANGE GREATER 2.ALL DUCTS CHASES AND PIPES SHALL BE PER MECHANICAL, PLUMBING,
ELECTRICAL AND
D18 2'-6" 6'-8" 6'-8"
MINIMUM CLEAR OPENING HEIGHT DIMENSION SHALL BE 24". MINIMUM THAN 24".
CLEAR OPENING WIDTH DIMENSION SHALL BE 20". SILL HEIGHT SHALL D19 2'-6" 6'-8"SPRINKLER DRAWINGS. 6'-8"
NOT BE MORE THAN 44" ABOVE THE FLOOR. ALTERATIONS, REPAIRS AND ADDITIONS R314.2.2 WHERE ALTERATIONS, D20 2'-6" 6'-8" 6'-8"
REPAIRS OR ADDITIONS REQUIRING A PERMIT OCCUR, OR WHERE ONE OR D21 5'-0" 6'-8"3.ROOF SHEATHING PER PLAN AND STUCTURAL GENERAL NOTES. SHEATHING TO BE NAILED6'-8" 8
SHOWER COMPARTMENTS AND WALLS AROUND BATHTUBS WITH MORE SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING
DEMO 2'-6" 6'-8"TO ROOF FRAMING WITH 8d X 2 ½6'-8" †COMMON WIRE NAILS @ 6†OC AT SUPPORTED PANEL S-4.0
SHOWERS SHALL BE FINISHED WITH A SMOOTH NON-ABSORBANT DWELLINGS, OR WHERE AN ACCESSORY DWELLING UNIT IS CREATED
SURFACE TO NOT LESS THAN 72" ABOVE THE FLOOR (IRC R307.2). WITHIN AN EXISTING DWELLING UNIT, EACH DWELLING UNIT SHALL BE DEMO 2'-6" 6'-8"EDGES, AND 126'-8" †OC FIELD NAILING.
LAY SHEATHING THE LONG DIRECTION PERPENDICULAR
EQUIPPED WITH SMOKE ALARMS AS REQUIRED FOR NEW DWELLINGS. MAIN LEVELTO SUPPORTS AND STAGGER PANEL END JOINTS. ALLOW 1/8†SPACE BETWEEN PANEL ENDS
ALL BEDROOM DOORS, AND BATHROOM DOORS IN BATHROOMS WITH AN D1 3'-0" 6'-8"AND EDGES.6'-8" D2 1 MAIN LEVEL
OCCUPANCY VENTILATION FAN SHALL BE UNDERCUT A MINIMUM OF 3/4" D2 6'-0" 6'-8" 6'-8" 1/4" = 1'-0"
ABOVE THE ADJACENT FLOOR COVERING OR PROVIDE SWEEP UNDER
D3 6'-0" 6'-8"4.ALL 2X HANGERS TO BE TOP FLANGE BEARING SIMPSON JB TYPE, UNLESS NOTED6'-8"
DOOR AND TRANSFER GRILLE ABOVE DOOR. HEAT DETECTION INTERCONNECTION R314.4.1 HEAT DETECTORS AND
HEAT ALARMS SHALL BE CONNECTED TO AN ALARM OR A SMOKE ALARM D4 2'-6" 6'-8"OTHERWISE. ANY HANGERS REQUIRED AT BEAMS ARE SPECIFIED ON PLAN. I JOIST6'-8"
PROVIDE WEATHER RESISTANT FIBER CEMENT WALLBOARD UNDER TUB THAT IS INSTALLED IN THE DWELLING. ALARMS THAT ARE INSTALLED FOR D5 2'-8" 6'-8"HANGERS TO BE TOP FLANGE BEARING SIMPSON
MIT OR ITS TYPE, UNLESS NOTED6'-8"
AND SHOWER ENCLOSURE MATERIALS TO A HEIGHT OF 70" MINIMUM THIS PURPOSE SHALL BE LOCATED IN A HALLWAY, ROOM, OR OTHER D6 2'-6" 6'-8" 6'-8"
ABOVE THE DRAIN INLET. LOCATION THAT WILL PROVIDE OCCUPANT NOTIFICATION. OTHERWISE.
D7 2'-6" 6'-8" 6'-8" FLOOR PLAN KEY NOTES
ARLINGTON, WA
D8 2'-6" 6'-8" 6'-8"
309 S DUNHAM AVE
ALL BEDROOM DOORS, AND BATHROOM DOORS IN BATHROOMS WITH AN COMBINATION ALARMS R314.5 COMBINATION SMOKE AND CARBON 5.BEAMS ARE FLUSH FRAMED WITH JOISTS, UNLESS NOTED OTHERWISE ON
DETAILS, OR ON
OCCUPANCY VENTILATION FAN SHALL BE UNDERCUT A MINIMUM ? 3/4" MONOXIDE ALARMS MAY BE USED IN PLACE OF SMOKE ALARMS. D9 6'-0" 6'-8" 6'-8" NO. DESCRIPTION
PLANS AS “DB.†DB INDICTES A “DROPPED BEAM†WHICH IS FRAMED BELOW THE FLOOR.
ABOVE THE ADJACENT FLOOR COVERING OR PROVIDE SWEEP UNDER D10 5'-0" 6'-8" 6'-8" 1 EXISTING SEWER ~5' ABOVE FFE
DOOR AND TRANSFER GRILLE ABOVE DOOR. POWER SOURCE R314.6 SMOKE ALARMS, HEAT ALARMS, AND HEAT D11 2'-6" 6'-8"WHERE BEAMS ARE NOT SUPPORTED BY HANGERS, SUPPORT IS PER THE STUD AND
SHEAR6'-8" 2 EXISTING ELECTRICAL PANEL-150 AMP, UPGRADE TO 200 AMP
DETECTORS SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WALL PLAN. PROVIDE A35 CLIPS EA SIDE OF BEAMS THAT BEAR ON DOUBLE TOP PLATES.
D12 5'-0" 6'-8" 6'-8"
1. A CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH WIRING AND, WHEN POWER IS INTERRUPTED, SHALL RECEIVE POWER
SEPARATE SLEEPING AREA IN IMMEDIATE VICINITY OF BEDROOMS D22 2'-6" 6'-8" 6'-8"
309 S DUNHAM AVE ADDITION
FROM A BATTERY. 6.PROVIDE SIMPSON STRONG TIE H2.5A TIES AT ALL ROOF TRUSSES
VIRTUS STAMP AND SCOPE
AND ON EACH LEVEL PER 2015 IRC R315. DEMO 2'-0" 6'-8" 6'-8"
ENCOMPASSES THE PRIMARY
2. A SMOKE DETECTOR SHALL BE INSTALLED IN EACH HABITABLE ROOM. INTERCONNECTIVITY R314.4 WHERE MORE THAN ONE SMOKE ALARM IS DEMO 2'-4" 6'-8" 6'-8"
3. A SMOKE DETECTOR SHALL BE CENTRALLY LOCATED ON EACH REQUIRED TO BE INSTALLED, THE ALARM DEVICES SHALL BE DEMO 5'-0" 6'-8"7.WHERE SHEAR WALLS ARE PERPENDUCLAR TO ROOF TRUSSES,
PROVIDE 2X BLOCKING6'-8" STRUCTURAL ELEMENTS AS SHOWN
FLOOR. INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE DEMO 2'-6" 6'-8"BETWEEN ROOF TRUSSES WITH SIMPSON STRONG TIE A35 CLIPS @ 246'-8" †OC INTO THE
IN THE REDLINE MARKUPS, ONLY.
4. AN ADDITIONAL SMOKE DETECTOR SHALL BE INSTALLED IN EACH ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL DWELLING DOUBLE PLATE. WHERE SHEAR WALLS ARE PARALLEL, ALIGN
TRUSS OVER SHEAR WALL,
DEMO 2'-6" 6'-8" 6'-8"
LOCATION WHERE THERE IS A CEILING HEIGHT CHANGE GREATER UNIT. PHYSICAL INTERCONNECTION OF SMOKE ALARMS SHALL NOT BE PROJECT: SMITH REMODEL
PROJECT NUMBER: 24081-0106
THAN 24". REQUIRED WHERE LISTED WIRELESS ALARMS ARE INSTALLED AND ALL DEMO 2'-0" 6'-8"AND PROVIDE CONNECTION PER SHEAR WALL SCHEDULE.6'-8"
5. SMOKE DETECTORS SHALL BE 110V HARDWIRED, INTERCONNECTED, ALARMS SOUND UPON ACTIVATION OF ONE ALARM.
Job No.: 23-15
WITH BATTERY BACKUP, PER 2015 IRC R314. WHERE AN ACCESSORY DWELLING UNIT IS CREATED WITHIN AN EXISTING 8.ALL RIM JOISTS TO BE 1 ½†LSL MINIMUM, UNLESS OTHERWISE NOTED ON PLAN.
DATE: 01/21/2025
NOTE: A SPRINKLER SYSTEM IS NOT REQUIRED FOR THIS RESIDENCE. DWELLING UNIT ALL REQUIRED SMOKE ALARMS, IN THE ACCESSORY
DWELLING UNIT AND THE PRIMARY DWELLING UNIT, SHALL BE 9.ADDITIONAL TYPICAL DETAILS NOT CALLED OUT ON PLAN PER SHEET S-4.0. NOT ALL DESCRIPTION: ROOF FRAMING PLAN
DRAWN BY: CDA
INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE
ALARM WILL ACTIVATE ALL ALARMS IN BOTH THE PRIMARY DWELLING UNIT DETAILS MAY BE APPLICABLE.
A2.0
AND THE ACCESSORY DWELLING UNIT
GENERAL REQUIREMENTS STRUCTURAL OBSERVATION
FILL MATERIAL PENETRATION SLEEVES
STRUCTURAL OBSERVATION IS THE VISUAL OBSERVATION OF THE STRUCTURAL
COMPACTED FILL MATERIAL SHALL BE PLACED IN MAXIMUM 12" LIFTS AND PROVIDE SLEEVES FOR ALL UTILITY OPENINGS. DO NOT CUT ANY
REINFORCING
GOVERNING CODE SYSTEM BY A REGISTERED DESIGN PROFESSIONAL FOR GENERAL
SHALL BE COMPACTED TO MINIMUM 95% MODIFIED PROCTOR IN ACCORDANCE AT OPENINGS. CONCRETE WHICH HAS CONTAINED WATER FOR MORE
THAN 90
THE DESIGN AND CONSTRUCTION OF THIS PROJECT IS GOVERNED BY THE CONFORMANCE TO THE APPROVED CONSTRUCTION DOCUMENTS. PER IBC
WITH ASTM D1557. COMPACTION SHALL BE VERIFIED BY A QUALIFIED MINUTES (60 MINUTES IF AIR TEMPERATURE EXCEEDS 85 DEGREES)
SHALL NOT
INTERNATIONAL BUILDING CODE (IBC) 2021 EDITION, HEREAFTER REFERRED SECTION 1704.6 STRUCTURAL OBSERVATION IS NOT REQUIRED FOR THIS
INSPECTOR APPROVED BY THE BUILDING OFFICIAL. BE USED. RETEMPERING OF CONCRETE AFTER INITIAL SET IS NOT
ALLOWED.
TO AS THE IBC, AS ADOPTED AND MODIFIED BY ARLINGTON, WA UNDERSTOOD PROJECT. HOWEVER, THIS DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY
CURE EXPOSED CONCRETE PER ACI 301 FOR A MINIMUM OF 7 DAYS.
FOR THE SPECIAL INSPECTIONS AND TESTS REQUIRED BY A SPECIAL INSPECTOR
TO BE THE AUTHORITY HAVING JURISDICTION (AHJ).
DRAINAGE
PER IBC CHAPTER 17.
PROVIDE POSITIVE DRAINAGE SLOPES, BOTH DURING AND AFTER CONSTRUCTION JOINTS
REFERENCE STANDARDS
CONSTRUCTION, FOR SURFACE AND ROOF RUNOFF. CONFORM TO ACI301 SECTION 2.2.2.5, 5.2.2.1, AND 5.3.2.6.
SUBMIT LOCATIONS OF
AT THE ENGINEERS DISCRETION, SITE OBSERVATIONS MAY STILL BE
REFER TO CHAPTER 35 OF THE IBC. WHERE OTHER STANDARDS ARE NOTED IN
CONSTRUCTION JOINTS PER ACI301 SECTION 5.1.2.3a FOR REVIEW
AND APPROVAL
PERFORMED. ONLY SIGNIFICANT STAGES OF CONSTRUCTION IDENTIFIED BY THE
THE DRAWINGS, USE THE LATEST EDITION OF THE STANDARD UNLESS A
BASEMENT WALLS BY THE STRUCTURAL ENGINEER OF RECORD TWO WEEKS MINIMUM PRIOR
TO
STRUCTURAL OBSERVER REQUIRE OBSERVATION. FOR REPETITIVE OR SIMILAR
SPECIFIC DATE IS INDICATED. REFERENCE TO A SPECIFIC SECTION IN A CODE
FORMING.
STRUCTURAL ELEMENTS IDENTIFIED AS SIGNIFICANT, ONLY THE FIRST ELEMENT
DO NOT BACKFILL AGAINST BASEMENT OR RESTRAINED WALLS UNTIL FRAMING
DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE ENTIRE
OF A STAGE REQUIRES OBSERVATION UNLESS NOTED OTHERWISE.
TO SUPPORT WALL IS PERMANENTLY ATTACHED. DO NOT EXCEED 1'-0"
STANDARD.
DIFFERENTIAL IN FILL LEVEL ON OPPOSITE SIDES OF FOUNDATION WALLS. EMBEDDED ITEMS
POSITION AND SECURE IN PLACE EXPANSION JOINT MATERIAL, ANCHORS
AND
CONSTRUCTION DOCUMENTS
THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED DESIGN CRITERIA
DIVISION OF RESPONSIBILITY OTHER STRUCTURAL AND NON STRUCTURAL EMBEDDED ITEMS
BEFORE
PLACING CONCRETE. CONTRACTOR SHALL REFER
TO MECHANICAL,
STRUCTURE. THEY DO NOT INDICATE THE METHOD OR SEQUENCE OF
THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR ANY GEOTECHNICAL
ELECTRICAL, PLUMBING AND ARCHITECTURAL DRAWINGS AND
COORDINATE
CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND PROVIDE 1. BUILDING RISK CATEGORY II.
ASPECTS OF THIS PROJECT. IT IS RECOMMENDED THAT THE OWNER RETAIN A
OTHER EMBEDDED ITEMS.
ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING
REGISTERED GEOTECHNICAL ENGINEER TO CONDUCT A GEOTECHNICAL
CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, 2. FLOOR LIVE LOAD = 40 PSF (REDUCIBLE).
INVESTIGATION AND PREPARE A REPORT WITH RECOMMENDATIONS FOR
BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE
FOUNDATION DESIGN AND EARTHWORK PROCEDURES. GROUT
STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S
USE 7000 PSI NOON SHRINK GROUT UNDER COLUMN BASE PLATES.
3. ROOF LIVE LOAD = 20 PSF
MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF
EXTERIOR SLABS AND SIDEWALKS
CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT
SEE ARCHITECTURAL/CIVIL DRAWINGS FOR EXTERIOR SLABS AND SIDEWALKS. BONDING AGENT
THERETO (NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION 4.SUPERIMPOSED DEAD LOAD ON ROOF JOISTS = 20 PSF
USE MATEREMACO ADH326. APPLY IN ACCORDANCE WITH
MANUFACTURER
OF THESE ITEMS). THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN
INSTRUCTIONS.
AND IMPLEMENTATION OF ALL SCAFFOLDING, BRACING AND SHORING. 5. GROUND SNOW LOAD = 25 PSF, Ce=1.0, Is=1.0, Ct=1.2, C = 1.0 FLAT ROOF SNOW
S
LOAD = 21 PSF. SLOPED ROOF SNOW LOAD = 21 PSF
CONCRETE
CONSTRUCTION MATERIAL STORAGE
CONCRETE CRACK REPAIR AND MAINTENANCE PROGRAM
CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED
CONCRETE SHRINKS AND CONTINUES TO SHRINK FOR UP TO TWO YEARS
AFTER
6. ULTIMATE WIND SPEED = 98 MPH (3-SECOND GUST), RISK CATEGORY II,
STANDARDS
CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE
CONSTRUCTION AND AS A RESULT, CRACKING WILL TYPICALLY OCCUR.
THESE
FOOT. EXPOSURE C, GCpi=+/-0.55, Ke = 0.99, G = 0.85, Kzt = 1.0
ACI301-10 “SPECIFICATION FOR STRUCTURAL CONCRETE†CRACKS TO NOT TYPICALLY IMPAIR THE INTEGRITY OF
THE STRUCTURE.
IBC CHAPTER 19 “CONCRETE†HOWEVER, VIRTUS RECOMMENDS A ONE-TIME CRACK
REPAIR AND
CONTRACTOR OPTIONS COMPONENT AND CLADDING PRESSURES:
ACI318-19 “BUILDING CODE REQUIREMENT FOR STRUCTURAL CONCRETE†MAINTENANCE PROGRAM BE IMPLEMENTED FOR THOSE SLABS
EXPOSED TO
OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF AN OPTION IS CHOSEN, THE
ACI117-10 “SPECIFICATIONS FOR TOLERANCE FOR CONCRETE CONSTRUCTION WATER OR CHEMICALS. THE MAINTENANCE PROGRAM SHALL CONSIST
OF:
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES AND
AND MATERIALS†· INSPECT SLABS AND SUPPORTING MEMBERS TWO
YEARS AFTER
SHALL COORDINATE ALL DETAILS WITH ALL TRADES.
CONSTRUCTION
MIX DESIGN: · DETERMINE CRACKS IN THE STRUCTURE TO BE REPAIRED
NOTE PRIORITIES
· REPAIR CRACKS
NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL
STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN,
CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. FOR
THE TOTAL LENGTH OF CRACKING CAN BE ESTIMATE AT 0.009 FEET
OF CRACKS
BIDDING PURPOSES, WHERE ANY MEMBER IS SHOWN BUT NOT CALLED OUT, THE
PER SQUARE FEET OF SLAB AREA. THE OWNER SHOULD RESERVE FUNDS
FOR
LARGEST SIMILAR MEMBER SHALL BE UTILIZED.
THIS ONE TIME MAINTENANCE PROGRAM, WHICH IS TO TAKE PLACE
TWO YEARS
AFTER THE COMPLETION OF CONSTRUCTION.
DIMENSIONS
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL
EVEN THOUGH CRACKING IS NORMAL AND MOST OFTEN NOT
STRUCTURAL
DIMENSIONS WITH ARCHITECTURAL OR HOME DESIGNER DRAWINGS PRIOR TO
SIGNIFICANT, WHEN CRACKING OCCURS DURING CONSTRUCTION
THE
START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH THE ARCHITECT
CONTRACTOR SHALL CONTAC THE ARCHITECT/ENGINEER FOR
REVIEW. THE
OR ENGINEER OF RECORD. DO NOT USE SCALED DIMENSIONS.
CONTRACTOR SHOULD BUDGET 0.004 FT OF EPOXY INJECTED CRACK
REPAIR PER 309 S DUNHAM AVE
SQUARE FOOT OF SLAB.
ARLINGTON, WA 98223
DETAIL CALLOUTS
ALL DETAILS SHALL BE INCORPORATED INTO THE PROJECT AT ALL
STRENGTH TESTING AND ACCEPTANCE
APPROPRIATE LOCATIONS, WHETHER SPECIFICALLY CUT OR NOT. TYPICAL
NOTES ON MIX DESIGN TABLE
TESTING: OBTAIN SAMPLES AND CONDUCT TESTS IN ACCORDANCE WITH
ACI301
DETAILS MAY NOT NECESSARILY BE CUT ON PLANS, BUT APPLY UNLESS NOTED
1. CONFORM TO ACI 301 SECTION 4, AND 4.2.1.
SECTION 1.6.3.2. ADDITIONAL SAMPLES MAY BE REQUIRED
TO OBTAIN
OTHERWISE. FOR CLARITY, DETAILS MAY SHOW ONLY ONE SIDE OF FRAMING
2. W/C RATIO SHALL BE BASED ON THE TOTAL WEIGHT OF CEMENTITIOUS
CONCRETE STRENGTHS AT ALTERNATE INTERVALS THAN SHOWN BELOW:
CONDITION.
MATERIALS. MAXIMUM RATIOS ARE CONTROLLED BY STRENGTH NOTED IN
TH ETABLE ABOVE, AND DURABILITY REQUIREMENTS IN ACI318 SECTION 19.3.
DRAWING DISCREPANCIES
CURE (4) CYLINDERS FOR 28-DAY TEST AGE. TEST (1) CYLINDER
AT 7 DAYS, TEST
3. CEMENTITIOUS MATERIALS:
WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL
2 CYLINDERS AT 28 DAYS AND HOLD 1 CYLINDER IN RESERVE FOR
USE AS THE
STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS
a. THE USE OF FLY ASH, OTHER POZZOLANS, SILICA FUME, OR SLAG SHALL ENGINEER DIRECTS. AFTER 56 DAYS UNLESS NOTIFIED BY THE ENGINEER
TO THE
SHALL GOVERN.
CONFORM TO ACI318 SECTIONS 1903.2 AND 26.4.2.2. MAXIMUM AMOUNT CONTRARY, THE RESERVE CYLINDER MAY BE DISCARDED WITHOUT
BEING SMITH REMODEL
OF FLY ASH SHALL BE 25% OF TOTAL CEMENTITIOUS CONTENT UNLESS TESTED FOR SPECIMENS MEETING 28-DAY STRENGTH REQUIREMENTS.
REVIEWED AND APPROVED OTHERWISE BY STRUCTURAL ENGINEER OF
SPECIALTY ENGINEERING
RECORD.
ANY ENGINEERING DESIGN, PROVIDED BY OTHERS AND SUBMITTED FOR
THE NUMBER OF CYLINDERS INDICATED ABOVE REFERENCE
6 BY 12 INCH
b.CEMENTITIOUS MATERIALS SHALL CONFORM TO THE RELEVANT ASTM
REVIEW, SHALL BEAR THE SEAL OF AN ENGINEER REGISTERED IN THE STATE OF
CYLINDER. IF 4 BY 8 CYLINDERS ARE TO BE USED, ADDITIONAL
CYLINDERS
STANDARDS LISTED IN ACI318 SECTION 26.4.1.1.1 (a).
WASHINGTON. THIS IS TO INCLUDE, BUT NOT BE LIMITED TO BRACING AND 7.SEISMIC DESIGN CATEGORY D, SOILS SITE CLASS D, RISK CATEGORY II, Ie=1.0,
MUST BE CURED FOR TESTING OF 3 CYLINDERS AT TEST AGE PER THE
TABLE OF
SHORING WHETHER TEMPORARY OR PERMANENT.
4. AIR CONTENT TO CONFORM TO ACI318 SECTION 19.3.3.1. MINIMUM MIX DESIGN REQUIREMENTS.
Ss=1.034g, S1=0.369g, SDs=0.749g
STANDARDS FOR EXPOSURE CLASS ARE NOTED IN THE TABLE ABOVE. IF
OTHER DRAWINGS
FREEZING AND THAWING CLASS IS NOT NOTED, AIR CONTENT GIEN IS THAT
ACCEPTANCE: STRENGTH IS SATISFACTORY WHEN THE FOLLOWING
CONDITIONS
REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, CIVIL AND
REQUIRED BY THE STRUCTURAL ENGINEER OR RECORD. TOLERANCE IS +/- 1
ARE MET:
PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION INCLUDING BUT NOT SOILS AND FOUNDATIONS
1/2%. AIR CONTENT SHALL BE MEASURED AT POINT OF PLACEMENT.
· THE AVERAGE OF ALL SETS OF 3 CONSECUTIVE TESTS EQUAL
OR EXCEED
LIMITED TO: DIMENSIONS, ELEVATIONS, SLOPES, DOOR AND WINDOW OPENINGS,
5. AGGREGATES SHALL CONFORM TO ASTM C33
THE SPECIFIED STRENGTH.
NON-BEARING WALLS, STAIRS, FINISHES, DRAINS, WATERPROOFING, RAILINGS,
6.SLUMP: CONFORM TO ACI 301 SECTION 4.2.2.2. SLUMP SHALL BE DETERMINED
CURBS DEPRESSIONS, MECHANICAL UNIT LOCATIONS, AND OTHER SOILS REPORT
· NO INDIVIDUAL TEST FALLS BELOW THE SPECIFIED STRENGTH
BY MORE
AT POINT OF PLACEMENT.
NO SOILS REPORT WAS PROVIDED FOR THIS PROJECT. CONFORM TO IBC
THAN 500 PSI.
NONSTRUCTURAL ITEMS.
7. CHLORIDE CONTENT: CONFORM TO ACI318 TABLE 19.3.2.1
CHAPTER 18. THE FOLLOWING DESIGN SOIL VALUES HAVE BEEN ASSUMED IN
DESIGN OF THESE DOCUMENTS. SPREAD FOOTINGS SHALL BEAR ON COMPETENT
8. EXPOSURE CLASS IS ASSUMED TO BE F0, S0, W0, AND C0 UNLESS DIFFERENT
COORDINATION
EXPOSURE IS INDICATED IN THE ABOVE TABLE. CONCRETE PLACEMENT TOLERANCE
PERMIT 01/16/2025
NATIVE SOIL OR COMPACTED FILL MATERIAL.
THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DETAILS AND
CONFORM TO ACI117-10 FOR CONCRETE PLACEMENT TOLERANCE.
ACCURACY OF THE WORK; FOR CONFIRMING AND CORRELATING ALL
QUANTITIES AND DIMENSIONS; FOR SELECTING FABRICATION PROCESSES; FOR DESIGN SOIL VALUES
FLY ASH
TECHNIQUES OF ASSEMBLY, AND FOR PERFORMING WORK IN A SAFE AND ALLOWABLE FOUNDATION BEARING PRESSURE 1500 PSF (TOTAL
LOAD) NO FLY ASH ADDITIVES SHALL BE USED IN FLATWORK OR ARCHITECTURALLY
SECURE MANNER. ACTIVE LATERAL PRESSURE 45 PSF/FT
EXPOSED CONCRETE. FLY ASH (IF PERMITTED BY ARCHITECTURAL REINFORCING STEEL
SPECIFICATIONS) SHALL CONFORM TO ASTM C618, CLASS F AND SHALL BE STANDARDS
AT REST RESISTING PRESSURE 250 PSF/FT
MEANS METHODS AND SAFETY REQUIREMENTS
LIMITED TO 18% OF CEMENTITIOUS MATERIALS AND SHALL HAVE A
COEFFICIENT OF FRICTION 0.3
ACI 301-10 “STANDARD SPECIFICATION FOR STRUCTURAL
CONCRETE.â€
THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF
REPLACEMENT FACTOR OF 1.2 RELATIVE TO CEMENT REPLACED. CONCRETE SECTION 3 “REINFORCEMENT AND REINFORCEMENT
SUPPORTSâ€
CONSTRUCTION AND ALL JOB RELATED SAFETY STANDARDS SUCH AS OSHA. FACTOR OF SAFETY 1.5
SHALL BE FREE OF CHLORIDE. MAXIMUM SLUMP 4 1/2" FOR CONCRETE WITHOUT
ACI SP-66(04) “ACI DETAILING MANUALâ€
THE CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF *IT IS ASSUMED THAT ALL WORK IS PERFORMED ABOVE THE GROUND WATER
PLASTICIZER. IF PLASTICIZER IS USED, AN 8" MAXIMUM SLUMP IS ALLOWED AT TH
CONSTRUCTION RELATED TO THE INTERMEDIATE STRUCTURAL CONDITIONS. TABLE.
PLACEMENT. ALL MIX DESIGNS SHALL BE DESIGNED BY THE CONCRETE CRSE MSP-09 28 EDITION “MANUAL OF STANDARD PRACTICEâ€
PRODUCTION FACILITY IN ACCORDANCE WITH ACI 301 AND SHALL BE REVIEWED IBC CHAPTER 19 “CONCRETEâ€
ALTERNATES FROST DEPTH
BY THE STRUCTURAL ENGINEER PRIOR TO PLACEMENT. MIX DESIGNS FOR ACI 318-14 “BUILDING CODE REQUIREMENTS FOR STRUCTURAL
CONCRETEâ€
ALTERNATE PRODUCTS OF SIMILAR STRENGTH, NATURE, AND FORM FOR FOOTINGS SHALL, AT A MINIMUM, EXTEND BELOW THE ESTABLISHED FROST
POST-TENSIONING CONCRETE SHALL BE PROPORTIONED SO AS TO MINIMIZE ACI 117-10 “SPECIFICATIONS FOR TOLERANCES
FOR CONCRETE
SPECIFIED ITEMS MAY BE SUBMITTED WITH ADEQUATE TECHNICAL DEPTH OF 24â€. INTERIOR FOOTINGS, FOOTINGS THAT DO NOT SUPPORT A WALL
SHRINKAGE CRACKING. CONSTRUCTION AND MATERIALSâ€
DOCUMENTATION TO THE ARCHITECT/ENGINEER FOR REVIEW. ALTERNATE EXPOSED TO THE EXTERIOR, OR WITHIN 3 FEET OF SUCH A WALL, NEED ONLY
MATERIALS THAT ARE SUBMITTED WITHOUT ADEQUATE TECHNICAL EXTEND 12†BELOW THE FINISHED GRADE.
VIBRATION
DOCUMENTATION OR THAT SIGNIFICANTLY DEVIATE FROM THE DESIGN INTENT
MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED, EXCEPT THAT SLABS
OF MATERIALS SPECIFIED MAY BE RETURNED WITHOUT A REVIEW.
MATERIALS
ON GRADE NEED BE VIBRATED ONLY AROUND UNDER-FLOOR DUCTS, ETC. DO
ALTERNATES THAT REQUIRE SUBSTANTIAL EFFORT TO REVIEW WILL NOT BE
REINFORCING BARS ASTM A615 GRADE 60 DEFORMED
BARS
NOT DROP CONCRETE MORE THAN FIVE FEET WITH OUT THE USE OF TREMIES.
REVIEWED UNLESS AUTHORIZED BY THE OWNER.
REVIBRATE TOPS OF CAISSONS 15 MINUTES AFTER PLACING CONCRETE. BAR SUPPORTS CRSI MSP-09 CHAPTER 3 (BAR SUPPORTS)
24081-0106
TIE WIRE 16 GAGE OR HEAVIER, BLACK ANNEALED
CONTROL JOINTS HEADED DEFORMED BARS ASTM A970
S-1.0
01/16/2025
UNLESS APPROVED OTHERWISE IN WRITING BY THE ARCHITECT, ALL CONCRETE
GENERAL
SLABS ON GRADE SHALL BE BOUND BY CONTROL JOINTS (KEYED OR SAW CUT).
NOTES
NTS
KEYED CONTROL JOINTS NEED ONLY OCCUR AT EXPOSED EDGES DURING
POURING, ALL OTHER JOINTS MAY BE SAW CUT.
PLACEMENT STRUCTURAL STEEL
PROTECTIVE COATING REQUIREMENTS SHEATHING
ACCURATELY PLACE OR SUPPORT ALL REINFORCING, INCLUDING WELDED WIRE
SHOP PAINTING SHALL CONFORM TO AISC 360 SECTION M3 AND AISC 303 SECTION WOOD APA-RATED STRUCTURAL SHEATHING INCLUDES ALL VENEER PLYWOOD,
STANDARDS
FABRIC, WITH GALVANIZED METAL CHAIRS. CONFORM TO ACI 301 SECTION 3.3.2.
6.5 UNLESS OTHERWISE SPECIFIED BY THE PROJECT SPECIFICATIONS. WAFER-BOARD, PARTICLEBOARD, T1-11 SIDING, AND COMPOSITES
OF VENEER
IBC CHAPTER 22 “STEELâ€
SECURELY TIE ALL BARS IN LOCATION BEFORE PLACING CONCRETE.
AND WOOD BASED MATERIAL WITH TONGUE AND GROOVE JOINT.
PER
ANSI/AISC 303-10 “CODE OF STANDARD PRACTICE FOR STEEL BUILDING AND
INTERIOR STEEL NEED NOT BE PAINTED IF THE STEEL SURFACES MEET ANY OF ARCHITECTURAL AND OWNER DIRECTION, NO OSB IS TO
BE USED ON THIS
FABRICATION BRIDGESâ€
THE FOLLOWING CONDITIONS: PROJECT. CONFIRM WITH ARCHITECT. CONFORM TO “CONSTRUCTION
AND
TH
AISC “MANUAL OF STEEL CONSTRUCTION, 14 EDITIONâ€
INDUSTRIAL PLYWOOD†BASED ON PRODUCT STANDARD
PS 1-09 BY THE US
CONFORM TO ACI 301 SECTION 3.2.2, AND ACI SP-66.
· CONCEALED BY THE INTERIOR BUILDING FINISHES
AWS D1.1 “STRUCTURAL WELDING CODE - STEELâ€
DEPARTMENT OF COMMERCE AND “PERFORMANCE STANDARD
FOR WOOD
· FIREPROOFED
2009 RCSC “SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH
BASED STRUCTURAL USE PANELS†BASED ON PRODUCT STANDARD
PS 2-10 BY
CONCRETE COVER BOLTSâ€
· EMBEDDED IN CONCRETE THE US DEPARTMENT OF COMMERCE AND “PLYWOOD DESIGN SPECIFICATIONâ€
CONFORM TO THE FOLLOWING COVE REQUIREMENTS UNLESS NOTED
· WELDED; IF AREA REQUIRES PAINTING, DO NOT PAINT UNTIL AFTER WELD BASED ON APA D510C-12 BY THE AMERICAN PLYWOOD ASSOCIATION.
UNLESS
OTHERWISE IN THE DRAWINGS:
INSPECTIONS AND NON-DESTRUCTIVE TESTING REQUIREMENT, IF ANY, ARE NOTED OTHERWISE, SHEATHING SHALL COMPLY WITH THE FOLLOWING
TABLE:
MATERIALS
CONCRETE CAST AGAINST EARTH 3â€
SATISFIED.
WIDE FLANGE (W) SHAPES ASTM A992 Fy=50 KSI
CONCRETE PERMANENTLY EXPOSED TO EARTH OR WEATHER 2â€
· INTERIOR STEEL, EXPOSED TO VIEW, SHALL BE PAINTED WITH ONE COAT OF
TIES IN PLINTHS 1 1/2†ANGLE (L) SHAPES ASTM A36 Fy=36 KSI
SHOP PRIMER UNLESS OTHERWISE INDICATED IN THE PROJECT
STRUCTURAL PLATE (PL) ASTM A36 Fy=36 KSI
SPECIFICATIONS. FIELD TOUCH-UPS TO MATCH THE FINISH COAT OR AS
BARS EXPOSED TO INTERIOR CONDITIONS ONLY 1â€
HOLLOW STRUCTURAL SECTION (HSS) AST A500 GRADE B Fy=46
KSI OTHERWISE INDICATED IN THE PROJECT SPECIFICATIONS.
HIGH STRENGTH BOLTS ASTM A325/F1852, TYPE 1 OR 3
SPLICES
HEAVY HEX NUTS ASTM A563 PER RCSC TABLE 2.1
EXPOSED EXTERIOR STEEL SHALL BE PROTECTED BY ONE OF TWO WAYS. PAINT
CONFORM TO ACI 301 SECTION 3.3.2.7. REFER TO TYPICAL LAP SPLICE AND
WASHERS ASTM F436 PER RCSC TABLE 2.1
WITH AN EXTERIOR MULTI-COAT SYSTEM AS PER THE PROJECT SPECIFICATIONS,
DEVELOPMENT LENGTH SCHEDULE FOR TYPICAL REINFORCEMENT SPLICES.
OR BY GALVANIZING. ALL STEEL ELEMENTS NO PROTECTED WITH A PAINT
SPLICED INDICATED ON INDIVIDUAL SHEETS SHALL CONTROL OVER THE ANCHOR RODS/BOLTS ASTM 1554 GR. 36
TIMBER CONNECTORS
SYSTEM SHALL BE HOT-DIPPED GALVANIZED.
SCHEDULE. MECHANICAL CONNECTIONS MAY BE USED WHEN APPROVED BY WELDED HEADED STUD ASTM A108-NELSON/TRW H4L
TIMBER CONNECTORS SHALL BE BY THE SIMPSON STRONG TIE COMPANY
AS
THE ENGINEER OR RECORD. IF TWO BARS OF UNEQUAL DIAMETER ARE SPLICED,
SPECIFIED IN THEIR LATEST CATALOG. ALTERNATE CONNECTORS
BY OTHER
THE SPLICE LENGTH OF THE LARGER BAR SHALL CONTROL. JOINTS USING HIGH STRENGTH BOLTS
WOOD FRAMING MANUFACTURES MAY BE SUBSTITUTED PROVIDED THAT THEY HAVE CURRENT
· USE ASTM A325-N BOLTS. THREADS NOT EXCLUDED IN THE SHEAR PLANE.
IBC CHAPTER 23 “WOOD†ICC APPROVAL FOR EQUIVALENT OR GREATER LOAD CAPACITIES
AND ARE
FIELD BENDING · HIGH STRENGTH BOLTED JOINTS HAVE BEEN DESIGNED AS BEARING
NDS 2016 “NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD REVIEWED AND APPROVED BY THE ENGINEER OF RECORD PRIOR
TO ORDERING.
CONFORM TO ACI 301 SECTION 3.3.2.8. BAR SIZES #3 THROUGH #5 MAY BE FIELD CONNECTIONS.
CONSTRUCTIONâ€
BENT COLD THE FIRST TIME. SUBSEQUENT BENDS AND OTHER BAR SIZES · PROVIDE ASTM BOLT GRADE AND TYPE AS SPECIFIED IN THE “MATERIALSâ€
ANSI/AF&PA SDPWA-15 SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC CONNECTORS SHALL BE INSTALLED PER THE MANUFACTURERS
INSTRUCTIONS.
REQUIRE PREHEATING. DO NOT TWIST BARS.
WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF
OF THE
LIST ABOVE.
APA D510C-12 PLYWOOD DESIGN SPECIFICATION
NAILS OR BOLTS IN EACH MEMBER. WHERE STRAPS ARE USED AS
HOLD-DOWNS,
· PROVIDE WASHERS OVER OUTER PLY OF SLOTTED HOLES AND OVERSIZE
ANSI/TPI 1-2014 “NATIONAL DESIGN STANDARD FOR METAL PLATE
NAIL STRAPS TO WOOD FRAMING JUST PRIOR TO DRYWALL APPLICATIONS,
AS
POST-INSTALLED ANCHORS HOLES PER RCSC TABLE 6.1
CONNECTED WOOD TRUS CONSTRUCTIONâ€
LATE AS POSSIBLE IN THE FRAMING PROCESS TO ALLOW THE WOOD
TO SHRINK
STANDARDS · PROVIDE NUT AND WASHER GRADES, TYPES AND FINISHES CONFORMING TO
BCI “GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING AND BRACING AND THE BUILDING TO SETTLE. PREMATURE NAILING OF THE
STRAP MAY LEAD
IBC CHAPTER 19 “CONCRETE†TCSC SPECIFICATION TABLE 2.1
OF METAL PLATED CONNECTED WOOD TRUSSES†TO STRAP BUCKLING AND POTENTIAL FINISH DAMAGE.
· PROVIDE FASTENER ASSEMBLIES FROM A SINGLE SUPPLIER
TPI DSB “RECOMMENDED DESIGN SPECIFICATION FOR TEMPORARY BRACING
ACI 318-14 “BUILDING CODE REQUIREMENT FOR STRUCTURAL CONCRETEâ€
· JOINTS SHALL BE “ST†OR SNUG TIGHT. THIS IS FOR TYPICAL BEAM END
OF METAL PLATE CONNECTED WOOD TRUSSES†WHERE CONNECTORS ARE IN EXPOSED EXTERIOR APPLICATIONS
IN CONTACT
POST-INSTALLED ANCHORS (SHEAR TAB) CONNECTIONS, UNLESS NOTED OTHERWISE.
APA REPORT TT-045B “MINIMUM NAIL PENETRATION FOR WOOD WITH THE PRESERVATIVE TREATED WOOD (PT) OTHER THAN CCA,
CONNECTORS
· INSTALL BOLTS IN JOINTS IN ACCORDANCE WITH THE RCSC SPECIFICATION
STRUCTURAL PANEL CONNECTIONS SUBJECT TO LATER LOADS†SHALL BE EITHER BATCH HOT-DIPPED GALVANIZED (HDG),
MECHANICALLY
INSTALL ONLY WHERE SPECIFICALLY SHOWN IN THE DETAILS OR ALLOWED BY
SECTION 8 TABLE 4.1
GALVANIZED (ASTM B695 CLASS 55 MINIMUM) STAINLESS STEEL,
OR PROVIDED
THE ENGINEER OF RECORD. ALL POST INSTALLED ANCHORS TYPES AND
· INSPECTIONS PER RCSC SECTION 9.
DEFERRED SUBMITTALS WITH 1.85 OX/SF OF ZINC GALVANIZING EQUAL TO OR BETTER THAN
SIMPSON
LOCATIONS SHALL BE APPROVED BY THE ENGINEER OR RECORD AND SHALL
HAVE A CURRENT ICC-EVALUATION SERVICE REPORT THAT PROVIDES
SUBMIT PRODUCT DATA AND PROOF OF ICC APPROVAL FOR FRAMING MEMBERS ZMAX FINISH.
RELEVANT DESIGN VALUES NECESSARY TO VALIDATE THE AVAILABLE ANCHORAGE TO CONCRETE
AND FASTENERS THAT HAVE BEEN DESIGNED BY OTHERS. SUBMIT
STRENGTH EXCEEDS THE REQUIRED STRENGTH. ALL STEEL COLUMNS SHALL BE PROVIDED WITH A MINIMUM OF FOUR ¾â€
CALCULATIONS PREPARED BY THE SPECIALTY STRUCTURAL ENGINEER IN THE NAIL STRAPS TO WOOD FRAMING AS LATE AS POSSIBLE
IN THE FRAMING
DIAMETER ANCHOR RODS. COLUMN BASE PLATES SHALL BE AT LEAST ¾†THICK,
STATE OF IDAHO FOR ALL MEMBERS AND CONNECTIONS DESIGNED BY OTHERS PROCESS TO ALLOW THE WOOD TO SHRINK AND THE BUILDING
TO SETTLE.
SUBMIT CURRENT MANUFACTURERS DATA AND ICC ESR REPORT TO ENGINEER UNLESS NOTED OTHERWISE. CAST-IN-PACE ANCHOR RODS SHALL BE PROVIDED
ALONG WITH SHOP DRAWINGS. ALL NECESSARY BRIDGING, BLOCKING, PREMATURE NAILING OF THE STRAP MAY LEAD TO STRAP
BUCKLING AND
OF RECORD FOR APPROVAL REGARDLESS OF WHETHER OR NOT IT IS A UNLESS OTHERWISE APPROVED BY THE ENGINEER OR RECORD. UNLESS NOTED
BLOCKING PANELS AND WEB STIFFENERS SHALL BE DETAILED AND FURNISHED POTENTIAL FINISH DAMAGE.
PRE-APPROVED ANCHOR. ANCHORS SHALL BE INSTALLED IN STRICT OTHERWISE, EMBEDMENT OF CAST-IN-PLACE ANCHOR RODS SHALL BE 12 TIMES
BY THE SUPPLIER. TEMPORARY AND PERMANENT BRIDGING SHALL BE
THE ANCHOR DIAMETER.
INSTALLED IN CONFORMANCE WITH THE MANUFACTURERS SPECIFICATIONS. FASTENERS
ACCORDANCE TO ICC-ESR AND THE MANUFACTURERS PRINTED INSTALLATION
DEFLECTION LIMITS SHALL BE AS NOTED UNDER DEFERRED SUBMITTALS
INSTRUCTIONS IN CONJUNCTION WITH EDGE DISTANCE, SPACING, AND
FASTENERS ARE TO INCLUDE NAILS, BOLTS, SCREWS, AND ALL OTHER
SIMILAR 309 S DUNHAM AVE
SECTION SPECIFIC DETAILS. PRODUCTS TO INCLUDE ARE: SOLID WE WOOD
EMBEDMENT DEPTH AS INDICATED ON THE DRAWINGS. FABRICATION
JOISTS. MEMBERS. ATTACHING TIMBER CONNECTORS (E.G. HANGARS)
TO PT WOOD ARLINGTON, WA 98223
CONFORM TO AISC 360 SECTION M2. THE FOLLOWING QUALITY CONTROL (QC)
SHALL HAVE SIMILAR CORROSION RESISTANCE PROPERTIES AS THE
PROTECTED
THE CONTRACTOR SHALL ARRANGE FOR A MANUFACTURERS FIELD STANDARDS SHALL BE CONFORMED TO:
CONNECTOR. FASTENERS ATTACHING SAWN TIMBER MEMERS OR SHEATHING
IDENTIFICATION
REPRESENTATIVE TO PROVIDE INSTALLATION TRAINING FOR ALL PRODUCTS TO · AISSC 360 CHAPTER N “QUALITY CONTROL AND QUALITY ASSURANCEâ€
TO PT WOOD SHALL BE CORROSION RESISTANT. VERIFY THE
SUITABILITY OF
BE USED, PRIOR TO THE COMMENCEMENT OF WORK. ONLY TRAINED INSTALLED
ALL SAWN LUMBER AND PRE-MANUFACTURED WOOD PRODUCTS SHALL BE THE FASTENER PROTECTION/COATING WITH THE WOOD TREATMENT CHEMICAL
· AISE 303 SECTION 8 “QUALITY CONTROLâ€
SHALL PERFORM POST INSTALLED ANCHOR INSTALLATION. A RECORD OF
IDENTIFIED BY THE GRADE MARK OR CERTIFICATE OF INSPECTION ISSUED BY MANUFACTURER/SUPLIER.
· FABRICATOR AND ERECTOR SHALL ESTABLISH AND MAINTAIN WRITTEN QC
THE CERTIFYING AGENCY.
TRAINING SHALL BE KEPT ON SITE AND BE MADE AVAILABLE TO THE ENGINEER
PROCEDURES PER AISC 360 SECTION N3
OF RECORD AS REQUESTED.
PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL
BOLTS AND LAG
· FABRICATOR SHALL PERFORM SELF-INSPECTIONS PER AISC 360 SECTION N5
SAWN LUMBER SCREWS BEARING ON WOOD. BOLTS AND LAG BOLTS ARE TO CONFORM
TO
TO ENSURE THAT THEIR WORK IS PERFORMED IN ACCORDANCE WITH CODE
ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED OF STANDARD PRACTICE, THE AISC SPECIFICATION, CONTRACT DOCUMENTS
SAWN LUMBER SHALL CONFORM TO GRADING RULES OF WWPA, WCLIB, OR ASTM A307 AND IBC SECTION 2304.10. NAILS AND STAPLES SHALL
CONFORM TO
ORIENTATION SHALL BE PERFORMED BY A CERTIFIED ADHESIVE ANCHOR AND THE APPLICABLE BUILDING CODE.
NLGA AND THE TABLE BELOW. FINGER JOINTED STUDS ACCEPTABLE AT ASTM F1667 AND IBC SECTION 2303.6 AND 2304.10.
INSTALLER AS CERTIFIED THROUGH ACI/CRSI OR APPROVED EQUIVALENT.
INTERIOR WALLS ONLY.
SMITH REMODEL
· QC INSPECTION MAY BE COORDINATED WITH QUALITY ASSURANCE
PROOF OF CURRENT CERTIFICATION SHALL BE SUBMITTED TO THE ENGINEER INSPECTIONS PER SECTION N5.3 WHERE FABRICATORS QA PROCEDURES
ENGINEERED WOOD PRODUCTS
FOR APPROVAL PRIOR TO COMMENCEMENT OF INSTALLATION. PROVIDE THE NECESSARY BASIS FOR MATERIAL CONTROL, INSPECTION, AND
THE FOLLOWING MATERIALS ARE BASED ON LUMBER MANUFACTURED
BY
CONTROL OF THE WORKMANSHIP EXPECTED BY THE SPECIAL INSPECTOR.
TRUSJOIST AND WERE USED FOR THE DESIGN AS SHOWN
ON THE PLANS.
NO REINFORCING BARS SHALL BE DAMAGED DURING INSTALLATION OF
ALTERNATE PRODUCT BY OTHER MANUFACTURERS MAY BE SUBSTITUTED
POST-INSTALLED ANCHORS. ANCHOR TYPE, DIAMETER AND EMBEDMENT SHALL WELDING
PROVIDED THEY HAVE CURRENT ICC APPROVAL FOR EQUIVALENT OR
GREATER
BE AS INDICATED ON DRAWINGS.
LOAD AND STIFFNESS PROPERTIES AND ARE REVIEWED AND APPROVED
BY THE
THE FOLLOWING WELDING STANDARDS SHALL BE CONFORMED TO:
ENGINEER OF RECORD PRIOR TO ORDERING.
· WELDING SHALL CONFORM TO AWS D1.1 WITH PREQUALIFIED WELDING
ADHESIVE ANCHORS PROCESSES EXCEPT AS MODIFIED BY AISC 360 SECTION J2. WELDERS SHALL
THE LISTED ADHESIVE-TYPE ANCHORING SYSTEMS HAVE BEEN USED IN THE BE QUALIFIED IN ACCORDANCE WITH AWS D1.1 REQUIREMENTS.
DESIGN AND SHALL BE USED FOR ANCHORAGE TO CONCRETE, AS APPLICABLE
· USE 70KSI STRENGTH, LOW-HYDROGEN TYPE ELECTRODES (E7018) OR E71T
AND IN ACCORDANCE WITH CORRESPONDING CURRENT ICC ESR REPORT.
AS APPROPRIATE FOR THE PROCESS SELECTED.
REFERENCE THE CORRESPONDING ICC ESR REPORT FOR REQUIRED MINIMUM
· WELDING OF HIGH STRENGTH ANCHOR RODS IS PROHIBITED UNLESS
AGE OF CONCRETE, CONCRETE TEMPERATURE RANGE, MOISTURE CONDITION,
APPROVED BY ENGINEER.
LIGHT WEIGHT CONCRETE, AND HOLE DRILLING AND PREPARATION
REQUIREMENTS. DRILLED IN ANCHOR EMBEDMENT LENGTHS SHALL BE AS · WELDING OF HEADED STUD ANCHORS SHALL BE IN ACCORDANCE WITH AWS
PERMIT 01/16/2025
D1.1 CHAPTER 7.
SHOWN ON DRAWINGS. ADHESIVE ANCHORS ARE TO BE INSTALLED IN
CONCRETE AGED A MINIMUM OF 21 DAYS, UNLESS OTHERWISE SPECIFIED IN THE
GLULAM
ICC ESR REPORT. ERECTION
GLUED LAMINATED TIMER SHALL CONFORM TO AITC 117-2010 “STANDARD
THE FOLLOWING ERECTION STANDARDS SHALL BE CONFORMED TO:
SPECIFICATIONS FOR STRUCTURAL GLUE-LAMINATED TIMBER OF SOFTWOOD
EXPANSION ANCHORS · CONFORM TO AISC 360 SECTION M4 “ERECTION†AND AISC 303 SECTION 7
SPECIES, MANUFACTURING AND DEISGN†AND ANSI/AITC A190.1 “STRUCTURAL
THE LISTED EXPANSION TYPE ANCHORS ARE PRE-APPROVED FOR ANCHORAGE “ERECTION.â€
GLUED LAMINATED TIMER.†CAMBER ALL GLUED LAMINATED BEAMS, EXCEPT
TO CONCRETE IN ACCORDANCE WITH CORRESPONDING CURRENT ICC ESR · CONFORM TO AISC CHAPTER N “QUALITY CONTROL AND QUALITY
CANTILEVERED AND CONTINUOUS BEAMS, TO 3000' RADIUM, UNLESS SHOWN NAILING REQUIREMENTS
REPORT. ASSURANCE†AND AISC 303 SECTION 8. THE ERECTOR SHALL MAINTAIN
OTHERWISE ON THE PLANS. FABRICATE CANTILEVERED AND CONTINUOUS
CONFORM TO IBC SECTION 2304.10 “CONNECTION AND FASTENERS.â€
UNLESS
DETAILED ERECTION QUALITY CONTROL PROCEDURES THAT ENSURE THAT
BEAMS FLAT, UNLESS SHOWN OTHERWISE ON PLANS. GLLULAM MEMBERS TO
NOTED ON PLANS, NAIL PER TABLE 2304.10.1. NAILING
FOR ROOF/FLOOR
THE WORK IS PERFORMED IN ACCORDANCE WITH THESE REQUIREMENT AND
CONFORM TO THE TABLE BELOW.
SCREW ANCHORS
DIAPHRAGMS/SHEAR WALLS SHALL BE PER DRAWINGS. NAILS SHALL
BE DRIVEN
THE CONTRACT DOCUMENTS.
THE LISTED SCREW TYPE ANCHORS ARE PRE-APPROVED FOR ANCHORAGE TO
FLUSH AND SHALL NOT FRACTURE THE SURFACE OF SHEATHING. ALTERNATE
· STEEL WORK SHALL BE CARRIED UP TRUE AND PLUMB WITHIN THE LIMITS
CONCRETE IN ACCORDANCE WITH CORRESPONDING CURRENT ICC ESR REPORT.
NAILS MAY BE USED BY ARE SUBJECT TO REVIEW AND
APPROVAL BY THE
DEFINED IN AISC 303 SECTION 7.13
STRUCTURAL ENGINEER. SUBSTITUTION OF STAPLES FOR THE
NAILING OF
ADHESIVE · HIGH STRENGTH BOLTING SHALL COMPLY WITH THE RCSC REQUIREMENTS
RATED SHEATHING IS SUBJECT TO REVIEW BY THE STRUCTURAL
ENGINEER
INCLUDING RCSC SECTION 7.2 “REQUIRED TESTING†AS APPLICABLE
AND PRIOR TO CONSTRUCTION.
HILTI HIT-HY 200 ICC ESR 3187
AISC 360 CHAPTER J, SECTION M2.5 AND SECTION N5.6
SIMPSON SET-XT ICC ESR 2508
· WELDING HEADED STUD ANCHORS SHALL BE IN ACCORDANCE WITH AWS
UNLESS NOTED OTHERWISE ON PLANS, ALL NAILS ARE COMMON WIRE
NAILS
D1.1 CHAPTER 7 “STUD WELDINGâ€
AND ARE TO HAVE THE MINIMUM DIMENSIONS AS SHOW IN THE TABLE
BELOW.
EXPANSION · THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AND SAFETY
HILTI KWIK BOLT TZ ICC ESR 1917 PROTECTION REQUIRED BY AISC 360 SECTION M4.2 AND AISC 303 SECTION
24081-0106
SIMPSON STRONG-BOLT 2 ICC ESR 3037 7.10 AND 7.11
S-1.1
DEWALT POWER-STUD +SD2 ICC ESR 2502
01/16/2025
GENERAL
SCREW
NOTES
NTS
SIMPSON TITEN HD ICC ESR 2713
HILTI KWIK HUZ-EZ ICC ESR 3027
DEWALT SNAKE ICC ESR 2272
LIGHT-FRAME CONSTRUCTION
UNLESS NOTED ON THE PLANS, CONSTRUCTION SHALL CONFORM TO IBC
SECTION 2308 “CONVENTIONAL LIGHT0FRAME CONSTRUCTION.â€
NAILERS ON STEEL MEMBERS
WOOD 3X NAILERS ARE GENERALY REQUIRED ON ALL HSS COLUMNS AND STEEL
BEAMS ABUTTING OR EMBEDDED WITHIN WOOD FRAMING. UNLESS NOTED
OTHERWISE, ATTACH WITH 5/8†DIAMETER BOLTS OR WELDED STUDS AT 16†OC.
UNLESS ANOTHER OTHERWISE, WOOD NAILERS ON BEAMS SUPPORTING JOIST
HANGARS SHALL NOT OVERHAND THE BEAM FLANGE BY MORE THAN ¼â€
WOOD SHRINKAGE AND EXPANSION
WOOD MATERIALS WILL EXPAND OR CONTRACT BASED ON RELATIVE CHANGES
IN MOISTURE. THE CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF
CONSTRUCTION RELATED TO MITIGATING AND MANAGING THE EFFECTS OF
CHANGES IN MOISTURE.
MOISTURE CONTENT
WOOD MATERIAL USED FOR THIS PROJECT SHALL HAVE MAXIMUM MOISTURE
CONTENT OF 19% EXCEPT FOR THE PRESSURE-TREATED WOOD SILL PLATE.
REFER TO TESTING AND INSPECTION FOR THE VERIFICATION OF THESE LIMITS.
THE MAXIMUM MOISTURE CONTENT REQUIRED MAY BE LESS THAN 19% WHEN
BASED ON A PARTICULAR CLADDING/INSULATION SYSTEM. REFER TO THE
ARCHITECTS DRAWINGS, AND PROJECT SPECIFICATIONS, OR WITH CLADDING
INSTALLER FOR MAXIMUM RECOMMENDED MOISTURE CONTENT.
SHRINKAGE COMPENSATION FOR MEP SYSTEMS
MEP SYSTEMS, INCLUDING DUCTWORK, PIPES, AND OTHER ELEMENTS THAT RUN
CONTINUOUSLY BETWEEN LEVELS SHALL BE INSTALLED/DESIGNED IN SUCH A
MANNER TO ACCOMMODATE SHRINKAGE IN THE WOOD FRAMING. WOOD
SHRINKAGE AMOUNTS WILL VARY DEPENDING ON THE CONSTRUCTION PROCESS
AND MATERIALS USED. THE ANTICIPATED SHRINKAGE UNDER TYPICAL
CONDITIONS IS EXPECTED TO RANGE BETWEEN 1/8†AND ¼†PER FLOOR.
PRESERVATIVE TREATMENT
WOOD MATERIALS THAT ARE REQUIRED TO BE “TREATED WOOD†IN
ACCORDANCE WITH IBC SECTION 2304.12 “PROTECTION AGAINST DECAY AND
TERMITE PROTECTION†SHALL CONFORM TO THE APPROPRIATE STANDARDS OF
THE AMERICAN WOOD-PRESERVES ASSOCIATION (AWPA) FOR SAWN LUMBER
BLUED LAMINATED TIMBER, ROUND POLES, WOOD PILES, AND MARINE PILES.
FOLLOW AMERICAN LUMBER STANDARDS COMMITTEE (ALSC) QUALITY
ASSURANCE PROCEDURES. PRODUCTS SHALL BEAR THE APPROPRIATE MARK.
FASTENERS OR ANCHORS IN TREATED WOOD SHALL BE OF STAINLESS STEEL OR
HOT-DIPPED GALVANIZED OR AS PER IBC 2304.10.5
MUD SILL PLATES IN NORMALLY DRY INTERIOR APPLICATIONS MAY BE
TREATED WITH SODIUM BORATE (DOT-DISODIUM OCTABORATE
TELRAHYDRATE) AS RECENT STUDIES HAVE NOTED LESS CONNECTOR
309 S DUNHAM AVE
CORROSION POTENTIAL THAN OTHER AVAILABLE WOOD TREATMENTS OR THE
ORIGINAL CCA TREATED SILL PLATES. WOOD TREATED WITH SODIUM BORATE
ARLINGTON, WA 98223
SHALL BE PROTECTED DURING SHIPMENT, STORAGE, AND INSTALLATION TO
MINIMIZE LEACHING OF THE WATER-SOLUBLE PRESERVATIVE FROM THE
LUMBER. SODIUM BORATE PRESSURE TREATED PLATED DO NOT REQUIRE
HOT-DIPPED GALVANIZED CONNECTORS.
IF USING PRESERVATIVE TREATMENTS OTHER THAN CCA OR SODIUM BORATE,
FASTENERS MUST BE HOT DIPPED GALVANIZED OR STAINLESS STEEL. WOOD
TREATED WITH ALKALINE COPPY QUATERNARY (ACQ) REQUIRES STEEL
COMPONENTS IN CONTACT WITH THE WOOD TO BE STAINLESS. FASTENERS
ATTACHING TIMBER CONNECTORS TO PT WOOD SHALL HAVE SIMILAR
SMITH REMODEL
CORROSION RESISTANCE PROPERTIES AS THE PROTECTED CONNECTOR, THAT IS,
USE HOT DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. FASTENERS
ATTACHING SAWN TIMBER MEMBERS OR SHEATHING TO PRESSURE TREATED
WOOD SHALL BE CORROSION RESISTANT.
ALWAYS VERIFY THE SUITABILITY OF THE FASTENER PROTECTION/COATING
PERMIT 01/16/2025
24081-0106
S-1.2
01/16/2025
GENERAL
NOTES
NTS
5" Ø X
24" SMOOTH BAR @ SLAB ON GRADE AND
(3) #5 DOWELS. DRILL AND EPOXY 8" MIN 8
INTO FACE OF EXISTING FOOTING. SIMPSON 24" OC.
GREASE ONE REINFORCING PER
SIDE OF
DOWEL PLAN, TYPICAL
SET-XP EPOXY OR ACCEPTABLE TOP OF
ALTERNATIVE. SLAB
NEW STEM WALL, FOOTING,
AND REINFORCING PER PLAN
16" MIN
4d
2 1" MIN
2
VAPOR BARRIER WHERE
6"
SUBGRADE
PREPARATION PER REQUIRED, TYPICAL
GEOTECH REPORT,
TYPICAL COMPETENT NATIVE SOIL PER 90° 45°
CONSTRUCTION JOINT
GEOTECH REPORT, TYPICAL R R
SAW CUT OR
1 1" WIDE PREMOLDED
R 180°
2 12d
JOINT. DEPTH
OF JOINT TO BE 1
OF THE SLAB
THICKNESS 4
R
FOOTING INTO PLINTH
45°
TOP OF
3" SLAB
R = 6d FOR
#3 THROUGH #8
R = 8d FOR
#9 THROUGH #11
EXISTING BASEMENT STRUCTURAL FILL.
WALL 95% COMPACTION.
12" MAX LIFTS,
TYP
CONTROL JOINT NOTES
NOTES
d = DIAMETER OF REINFORCING BAR
NOTES
1. CONSTRUCTION
JOINT IS A JOINT BETWEEN DIFFERENT POURS. CONTROL JOINT IS A CRACK
CONTROL
JOINT WITHIN THE SAME POUR. R = RADIUS OF BAR BEND
1. ALL VALUES ARE IN INCHES.
2. USE EARLY
ENTRY DRY-CUT SAW AS SOON AS POSSIBLE WITHOUT CAUSING RAVELING OF
2. TOP BAR IS ANY HORIZONTAL BAR WITH AT LEAST
CONCRETE
EDGES. SAWCUT ALONG SHORT DIRECTION OF POUR FIRST.
3. ALIGN
A CONSTRUCTION OR CONTROL JOINT WITH RE-ENTRANT SLAB CORNERS EACH WAY.
12" OF MONOLITHIC POURED CONCRETE BELOW
4. PROVIDE
JOINTS TO ENCLOSE APPROXIMATE SQUARE AREA (PANEL) OF 225 SQUARE FEET,
MAXIMUM.
MAXIMUM PANEL ASPECT RATIO OF 1.3.
5. CONTRACTOR
TO SUBMIT JOINT PLAN TO STRUCTURAL ENGINEER OF RECORD FOR
REVIEW/APPROVAL
POST INSTALLED ANCHORS AT TYPICAL
SLAB-ON-GRADE JOINT
LAP SPLICE AND DEVELOPMENT
1 FOOTING INTERFACE DETAILS
BAR BEND DIAGRAM
LENGTH SCHEDULE
SCALE: NTS 2 SCALE:
3/4" = 1' 3 SCALE: 3/4" = 1'
4 SCALE: NTS
CONCRETE WALL PER PLAN
DOWEL WITH STANDARD
HOOK TO MATCH FOOTING
REINFORCING
POST PER PLAN
Ld PER SCHED
POST BASE PER PLAN.
SLAB ON GRADE AND
ACTUAL MODEL MAY NOT
TOP OF
REINFORCING PER PLAN
BE SHOWN
FOOTING
CONCRETE PLINTH
H
ANCHORAGE PER PLAN
PER PLAN
3" CLR,
TYPICAL 4' MAX BEND DOWELS TO MATCH
309 S DUNHAM AVE
H FOOTING REINFORCING
TOP OF
LAP PER SCHEDULE,
4' MAX
SLAB
TYPICAL
(3) #4 DOWELS FROM ARLINGTON, WA 98223
FOOTING INTO PLINTH
8" MIN
TOP OF
FINISHED GRADE
STEEP AS POSSIBLE, TYPICAL
2 BENT DOWEL TO MATCH
FOOTING REINFORCING
FTG
1 TURNED DOWN EDGE
1.5H MIN FOOTING REINFORCING
THICKNESS
PER PLAN
FOOTING AND
REINFORCING PER PLAN
3" CLEAR AT CORNERS
AT INTERSECTIONS
NOTE
(2) #4 BOTTOM BAR
CAST DOWELS TO MATCH VERTICAL WALL REINFORCING. NOT SHOWN
PER PLAN
FOR CLARITY.
NOTE:
SMITH REMODEL
FOOTING REINFORCING PER PLAN.
BOTTOM OF FOOTING BELOW
FROST DEPTH PER JURISDICTION
TURNED
DOWN EDGE AT SLAB-ON- CORNER AND INTERSECTING
POST FOOTING AT CONCRETE
TYPICAL STEPPED FOOTING GRADE
7 FOOTINGS
PLINTH
5 SCALE: 1/2" = 1' 6 SCALE:
1" = 1' SCALE: 3/4" = 1'
8 SCALE: 3/4" = 1'
STUD WALL AND
SHEATHING PER PLAN
BUNDLED STUDS PER PLAN. STUD WALL AND SHEATHING
PERMIT 01/16/2025
SECTION
2 STUDS, MIN. PT PLATE AND ANCHOR
PIPE SLEEVE AS
BOLTS PER PLAN
REQUIRED, TYPICAL
EXPANSION JOINT AT SLAB
PT BOTTOM PLATE
STEM WALL PER PLAN
ON GRADE, IF APPLICABLE #4 HORIZONTAL BARS @
18"
WITH ANCHOR BOLTS
PER 11/S-4.0 OC CENTERED IN WALL
SLAB ON GRADE AND
1" CLR,
REINFORCING WHERE OCCURS
TYPICAL
STRAP HOLD DOWN
PER PLAN #4 HOOKED VERTICAL BARS
@ 18"
OC CENTERED IN WALL
TOP OF
CONCRETE FOOTING PER PLAN
FINISHED GRADE
TOP OF
FOOTING
4" MIN
CONCRETE STEMWALL
BOT OF
TOP OF PER PLAN
PER PLAN FOOTING
3'-0' MAX
FINISHED GRADE
FOOTING DEPTH
4" MIN
AT CONTRACTORS OPTION,
TURNED DOWN EDGE
EXCAVATION FOR TRENCH
CONCRETE
FOOTING AND
3'-0" MAX
6" MIN NOT ALLOWED BELOW THIS
REINFORCEMENT
PER PLAN
EQ EQ
LINE
18" MIN
1
3" CLR
PLACE CONCRETE FILL
1
BEFORE FOOTING POUR
ALTERNATE HOOK
NOTES
EVERY OTHER BAR
1. PRIOR TO CONSTRUCTION, STRUCTURAL ENGINEER OF RECORD
SECTION
SHALL REVIEW PIPES/SLEEVES GREATER THAN 8" DIAMETER
NOTE
AND/OR SPACED CLOSER THAN 3" APART.
AT "SIM" CONDITION, OMIT SLAB ON GRADE,
2. ALUMINUM MATERIALS SHALL NOT BE EMBEDDED IN CONCRETE.
AND EPOXY VERTICAL REINFORCING INTO
EXISTING STEM WALL TO MATCH 5/S3.0
24081-0106
S-2.0
01/16/2025
TYPICAL EXTERIOR STEM WALL AND
FOUNDATION
DETAILS
TYPICAL PIPE THROUGH FOUNDATION FOOTING AND/OR STEMWALL
STRAP HOLD DOWN INSTALLATION
FOOTING
AS NOTED
9 SCALE: 1/2" = 1'
11 SCALE: NTS
12 SCALE: 3/4" = 1'
STRAP AND NAILING
PER PLAN
EDGE NAILING FULL BUNDLED STUDS OR
HEIGHT OF STUD EDGE NAILING PER PLAN POST PER PLAN
ADDITIONAL STUD, IF HOLD DOWN PER PLAN
REQUIRED PER STRAP STUD OR SHEAR WALL CONTINUES,
WHERE OCCURS PER PLAN
STUD OR SHEAR WALL CONTINUES,
WHERE OCCURS PER PLAN
STAGGER 0.131"Øx31" NAILS STAGGER 0.131"Øx31"
NAILS
2
2
PER SHEAR WALL SCHEDULE PER SHEAR WALL SCHEDULE
EDGE NAILING PER PLAN
EDGE NAILING PER PLAN
STUD WALL AND SHEATHING
STUD WALL AND SHEATHING
PER PLAN
PER PLAN
3 CORNER AND INTERSECTING SHEAR WALLS
SCALE: 1" = 1'
ANCHOR BOLT
PER
11/S-4.0, TYPICAL
ANCHOR BOLT PER 11/S-4.0
PT SILL
PLATE PER
PLAN, TYIPCAL
SHEATHING WHERE
OCCURS PER PLAN WALL STUD SPACING
HOLD DOWN PER PLAN
PER PLAN, TYP
TYPICAL
BUNDLED STUDS PER PLAN
5" MIN, 12" MAX
5" MIN, 12" MAX
NOTCH IN SILL PLATE
8" MAX
WALL STUDS PER PLAN
NOTES:
1. ADDITIONAL INFORMATION PER 10/S-3.0
2. TREAT NOTCHES IN SILL PLATES AS WALL
ENDS. PROVIDE ANCHOR ON BOTH NOTE:
SIDES.
SINGLE TIMBERS MAY BE USED IN LIEU OF
3. AT SHEAR WALLS, PLATE WASHER PER SHEAR
WALL SCHEDULE. STANDARD CUT BUNDLED STUDS, PROVIDED THAT TOTAL WOOD
SMITH REMODEL
WASHERS AT NON SHEAR WALLS.
CROSS SECTION AREA REMAINS THE SAME.
7 SILL PLATE ANCHORAGE - PLAN
END OF SHEAR WALLS
SCALE: 1" = 1'
8 SCALE: 1" = 1'
STUD WALL
PER PLAN
5" MIN
STUDS PER PLAN 1'-0" MAX 6'-0" MAX
PERMIT 01/16/2025
5"Ø ANCHOR
BOLT X 6"
8
LONG, TYPICAL
WALL END PER PLAN
HOLD DOWN PER PLAN
PT SILL PLATE
ANCHOR ROD PER
PLAN
TOP OF
CONCRETE
DRILL AND EPOXY
PER PLAN
EXISTING CONCRETE
WALL
CONCRETE STEM
WALL PER PLAN
NOTES:
1. PROVIDE (2) BOLTS, MINIMUM ON EACH SILL PLATE
PIECE.
2. OVERSIZE HOLES ARE NOT PERMITTED. USE 11"Ø
16
DRILL BIT.
3. SILL PLATE THICKNESS PER PLAN. AT SHEAR WALLS,
THICKNESS PER SHEAR WALL SCHEDULE.
4. CONTACT ENGINEER OF RECORD FOR POST INSTALLED
24081-0106
ANCHOR OPTIONS.
S-3.0
01/16/2025
POST INSTALLED ANCHORS AT
WOOD WALL
ANCHORAGE
FOOTING INTERFACE
SILL PLATE ANCHORAGE - SECTION
AS NOTED
11
SCALE: NTS
12 SCALE: 1/2" = 1'
(2) 2x4 STUDS (3) 2x4 STUDS (3) 2x6 STUDS
WALL FRAMING ABOVE,
RIM JOIST PER PLAN
WHERE OCCURS
1" 21" 11" 31" 11" 1
2 2 2 2 32"
FRAMING
AT LEVEL ABOVE,
BLOCKING, WIDTH TO MATCH WHERE OCCURS
HD HOLD DOWN PER PLAN,
8" TYP 8" TYP
TRIMMER AND KING STUDS
6" TYP TOP OF
WHERE OCCURS
SHEATHING
ABOVE, WHERE OCCURS RIM JOIST
PER PLAN
1" 11" 11"
WALL LENGTH PER PLAN
2 2
PLATE NAILING PER PLAN
STRAP HOLD
DOWN WHERE
PONY WALL FRAMING
TOP OF
SHEATHING OCCURS
PER PLAN
BOTTOM PLATE
SHEATHING PER SHEAR
DOUBLE TOP PLATE WALL SCHEDULE
DOUBLE TOP
PLATE
FIELD NAILING PER 2X BLOCKING
AT
PONY WALL STUDS, TO
PLAN, TYP PANEL EDGES
MATCH STUDS ABOVE
HEADER PER PLAN
1 EDGE NAILING PER
TRIMMER STUDS PER
(3) 8dx34" NAILS BUNDLED
STUDS PER
PLAN, TYP
PLAN
EACH END, TYPICAL PLAN, TYPICAL
SILL, IF OPENING
HD HOLD DOWN AND STRAP HOLD
DOWN, WHERE
IS A WINDOW
ANCHORAGE PER PLAN OCCURS,
PER PLAN
(2) 2X4
LAMINATIONS W/ (3) 2X4 LAMINATIONS W/ (1) (3) 2X6 LAMINATIONS W/ (2)
(1)
ROW OF 10dx31" ROW OF 10dx31" NAILS EACH ROWS OF 10dx31" NAILS EACH
2 2 2
NAILS,
STAGGERED LAYER, STAGGERED BETWEEN LAYER, STAGGERED BETWEEN PONY WALL IF OPENING
STUD WALL FRAMING
LAYERS EACH SIDE LAYERS EACH SIDE IS A WINDOW
PER PLAN
PT SILL PLATE
AND ANCHOR
BOLTS PER
PLAN
CONC STEMWALL
&
NOTE:
FOOTING
PER PLAN
EACH ADDITIONAL
LAMINATION OVER (3) LAMINATIONS SHALL BE
NAILED
TO THE ASSEMBLY WITH 10dx31" COMMON WIRE NAILS,
KING STUD(S) PER PLAN
4
STAGGERED
EACH SIDE OF BUNDLED STUDS
NAILING
FOR BUNDLED STUDS TYPICAL HEADER
4 SHEAR WALL ELEVATION
2 SCALE:
3/4" = 1' 3 SCALE: 1/2" = 1'
SCALE: 1/4" = 1'
2 ROWS 10dx31" NAILS, (16)
4
4'-0" MIN SPLICE LAP TOTAL, STAGGERED WITHIN AREA
OF SPLICE @ 6" OC
PLATE SPLICE TO
OCCUR OVER STUDS
DOUBLE TOP PLATE
A
STUD WALL PER PLAN
SMITH REMODEL
G
B
C
D
PLATE SPLICE
DETAIL A
E
6
F B
SCALE:
3/4" = 1'
B
H
MAX NOTCH DEPTH
SAW CUT
MAX DIAMETER OF
D, MIN BETWEEN NOTCH
BORED HOLE
AND BORED HOLE
CIRCULAR NOTCH
PERMIT 01/16/2025
J
"V" NOTCH
MIN DEPTH
MIN REMAINING
DEPTH
LET-IN NOTCH
1. INSTALL PANEL EITHER HORIZONTALLY
OR VERTICALLY.
2. BLOCKING REQUIRED ON ALL PANEL
EDGES, EXCEPT AT W6 WALLS.
D, MIN BETWEEN TWO
3. SHEATHING EDGE NAILING IS REQUIRED
AT ALL HOLD DOWN POSTS. EDGE NAILING MAY ALSO BE REQUIRED TO EACH STUD USED IN BUILT-UP HOLD
BORED HOLES
DOWN POSTS. ADDITIONAL INFORMATION
PER HOLD DOWN DETAILS.
D, MAX 1
1
4. BASED ON 0.131"Øx1 2" NAILS USED
TO ATTACH FRAMING CLIPS DIRECTLY TO FRAMING. USE 0.131"Øx2 2" NAILS WHERE INSTALLED OVER
SHEATHING.
5. FRAMING CLIPS: LTP5 MAY BE USED
IN LIEU OF A35.
STUD WIDTH, D
STUD WIDTH, D 6. WHERE BOTTOM PLATE ATTACHMENT
SPECIFIES (2) ROWS OF NAILS, PROVIDE DOUBLE JOIST, RIM JOIST, OR EQUAL BELOW. STAGGER NAILS IN
ROWS 1 1" APART, MINIMUM.
2
7. ANCHOR BOLTS SHALL BE PROVIDED
WITH HOT-DIPPED GALVANIZED STEEL PLATE WASHERS 0.229"x3"x3" MINIMUM. THE HOLE IN THE PLATE
WASHER MAY BE DIAGONALLY SLOTTED
13"x1 3" PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE WASHER AND NUT. PLATE WASHER
16 4
TO EXTEND TO WITHIN 1" OF THE
EDGE OF TEH SILL PLATE ON THE SIDE WITH SHEATHING. AT 2x6 WALLS WITH SHEATHING ON BOTH SIDES USE
2
PLATE WASHER 0.229"x4 1"x4 1"
MINIMUM. EMBED ANCHOR BOLTS 7" MINIMUM INTO THE CONCRETE.
2
2
8. PRESSURE TREATED MATERIAL CAN CAUSE
EXCESSIVE CORROSION IN THE FASTENERS. PROVIDE HOT-DIPPED GALVANIZED NAILS AND CONNECTOR
PLATES (E.G. CLIPS) FOR ALL CONNECTORS
IN CONTACT WITH PRESSURE TREATED FRAMING MEMBERS. ADDITIONAL INFORMATION PER STRUCTURAL
GENERAL NOTES.
9. WHERE WOOD SHEATHING IS APPLIED
OVER GYPSUM SHEATHING, CONTACT THE ENGINEER OF RECORD FOR ALTERNATIVE NAILING REQUIREMENTS.
10. AT ADJOINING PANEL EDGES (2) 2x
STUDS NAILED TOGETHER MAY BE USED IN PLACE OF A SINGLE 3x STUD. DOUBLE 2x STUDS SHALL BE
CONNECTED TOGETHER PER DETAIL
1/S-1.1.
11. CONTACT THE STRUCTURAL ENGINEER
OF RECORD FOR ADHESIVE OR EXPANSION BOLT ALTERNATIVES TO CAST-IN-PLACE ANCHOR BOLTS.
24081-0106
12. NAIL STUDS TO 3X SILL PLATES WITH
EITHER (2) 0.148"Øx4" END NAILS OR (4) 0.131"Øx2 1" TOENAILS.
2
13.EDGE NAILS SHALL BE LOCATED 3"
FROM PANEL EDGES.
8
S-3.1
01/16/2025
STANDARD
HOLES AND NOTCHES
WOOD WALL
FRAMING
IN STUDS
11 SHEAR WALL SCHEDULE
AS NOTED
10 SCALE: 3/4" = 1'
SCALE: NTS
1
SHEATHING PER PLAN
(2) 8d X 2 2" NAILS FROM
JOIST INTO 2x BLOCKING
TOP OF
SHEATHING
JOIST PER PLAN, TYPICAL
DIAPHRAGM EDGE
NAILING PER PLAN
STUD WALL AND
ADDITIONAL NAILING & BLOCKING
2x BLOCKING WITH
SHEATHING PER PLAN
BREAK RIM JOIST AT
REQUIRED FOR (2) ROWS OF PLATE
1
BEAM (4) 8d X 2 2" NAILS
NAILING PER SHEAR WALL SCHEDULE
TOP OF
1"
SHEATHING
2
PLATE ATTACHMENT PER
DIAPHRAGM EDGE
DTC CLIP
SHEAR WALL SCHEDULE
WEB STIFFENER PER JOIST
NAILING PER PLAN
BLOCKING @ 48" OC TO MATCH
MANUFACTURER. NAIL WITH
RIM JOIST PER PLAN
JOISTS. MINIMUM OF (2) PER
NON BEARING STUD WALL 1
PER ARCH (4) 10d COMMON NAILS X 3 2"
DIAPHRAGM EDGE
TOP OF
WALL SEGMENT
NAILING PER PLAN
SHEATHING
2x4 W/ (4) 8D X 3 1" NAILS
4
PER PLAN WALL
PARALLEL TOP OF
BEAM PER PLAN
TO JOISTS SHEATHING PER PLAN SHEATHING
RIM JOIST PER PLAN
TOP OF
STUD WALL AND SHEATHING
JOIST PER PLAN, TYPICALJOIST PER PLAN, TYPICAL
JOIST PER PLAN
SHEATHING PER PLAN
BLOCKING @ 48" OC W/ (2) 8DX3 1"
4 RIM JOIST CONNECTION PER
TOENAILS TO TOP PLATE SHEAR WALL SCHEDULE
JOIST PER PLAN
LSL BLOCKING TO
EXISTING CONCRETE
MATCH RIM JOIST
WALL PER PLAN
DTC CLIP
RIM JOIST CONNECTION PER
SHEAR WALL SCHEDULE,
NON BEARING STUD WALL COLUMN F
PER ARCH
WALL PERPENDICULAR
TO JOISTS
NOTES:
FLOOR FRAMING AT PARALLEL
SIMPSON STRONG TIE SDPW SCREWS MAY BE USED
IN LIEU
OF DTC
JOISTJOISTS EACH SIDE CANTILEVERED
BEAM NON BEARING WALL CONNECTIONS
FLOOR OVERHANG
1 SCALE: 2 SCALE:
3/4" = 1' 3 SCALE: 3/4" = 1'
4 SCALE: 3/4" = 1'
ADDITION SHEAR WALL SHEATHING
WHERE APPLICABLE, TYPICAL
ADDITION SHEAR WALL SHEATHING
WHERE APPLICABLE, TYPICAL
PLATE ATTACHMENT PER PLATE
ATTACHMENT PER
ADDITION SHEAR WALL SHEATHING ADDITIONAL NAILING & BLOCKING
SHEAR WALL SCHEDULE SHEAR
WALL SCHEDULE
WHERE APPLICABLE, TYPICAL REQUIRED FOR (2) ROWS OF PLATE
STUD WALL AND
PLATE ATTACHMENT PER NAILING PER SHEAR WALL SCHEDULE
ADDITIONAL NAILING & BLOCKING
ADDITION SHEAR WALL SHEATHING
SHEATHING PER PLAN
SHEAR WALL SCHEDULE
DIAPHRAGM EDGE REQUIRED FOR (2) ROWS OF PLATE DIAPHRAGM
EDGE
WHERE APPLICABLE, TYPICAL
NAILING PER PLAN NAILING PER SHEAR WALL SCHEDULE NAILING
PER PLAN
ADDITIONAL NAILING & BLOCKING DIAPHRAGM EDGE
PLATE ATTACHMENT PER
REQUIRED FOR (2) ROWS OF PLATE DIAPHRAGM EDGE NAILING PER PLAN
SHEAR WALL SCHEDULE
NAILING PER SHEAR WALL SCHEDULE NAILING PER PLAN
RIM JOIST PER PLAN RIM
JOIST PER PLAN
ADDITIONAL NAILING & BLOCKING
REQUIRED FOR (2) ROWS OF PLATE
TOP OF
TOP OF
DIAPHRAGM EDGE
SHEATHING
SHEATHING
NAILING PER SHEAR WALL SCHEDULE
RIM JOIST PER PLAN 1
NAILING PER PLAN
2x4 W/ (4) 8D X 3 4" NAILS
TOP OF
RIM JOIST CONNECTION PER
SHEATHING
SHEAR WALL SCHEDULE
WEB
STIFFENER WHERE REQD
TOP OF
SHEATHING
BY MANUFACTURER
JOIST PER PLAN
JOIST PER PLAN W/ (2) 8DX3 1" RIM
JOIST CONNECTION PER
4
BLOCKING @ 48" OC W/ (2) 8DX3 1"
NAILS TO TOP PLATE SHEAR
WALL SCHEDULE
4
TOENAILS TO TOP PLATE
JOIST PER
PLAN W/ (2) 8DX3 1" RIM JOIST CONNECTION PER
NAILS TO
TOP PLATE 4
STUD WALL AND STUD WALL
AND
SHEAR WALL SCHEDULE
SHEATHING
PER PLAN
1 FULL DEPTH BLOCKING TO
SHEATHING PER PLAN
JOIST PER PLAN W/ (2) 8DX3 4"
NAILS TO TOP PLATE MATCH RIM JOIST
STUD WALL AND 2X BLOCKING WITH
2X BLOCKING WITH
SHEATHING PER PLAN PLATE ATTACHMENT
PER PLATE ATTACHMENT PER
RIM JOIST CONNECTION PER
WEB STIFFENER WHERE REQD
SHEAR WALL SCHEDULE
SHEAR WALL SCHEDULE
SHEAR WALL SCHEDULE
BY MANUFACTURER
WEB STIFFENER WHERE REQD
BY MANUFACTURER
SMITH REMODEL
2X BLOCKING
2X BLOCKING
STUD WALL AND
SHEATHING PER PLAN
FLOOR FRAMING AT CONTINUOUS FLOOR FRAMING
PARR/PERP TO
FLOOR FRAMING PERPENDICULAR
JOIST WALL
FLOOR FRAMING PARALLEL TO WALL
TO WALL
5 SCALE: 3/4" = 1' 6 SCALE:
3/4" = 1' 7 SCALE: 3/4" = 1'
8 SCALE: 3/4" = 1'
ADDITION SHEAR WALL SHEATHING
STUD WALL AND
ADDITION SHEAR WALL SHEATHING
WHERE APPLICABLE, TYPICAL
SHEATHING PER PLAN
WHERE APPLICABLE, TYPICAL
STUD WALL AND
PLATE ATTACHMENT PER
ADDITION SHEAR WALL SHEATHING STUD
WALL AND PERMIT 01/16/2025
ADDITION SHEAR WALL SHEATHING
SHEATHING PER PLAN
SHEAR WALL SCHEDULE
WHERE APPLICABLE, TYPICAL SHEATHING
PER PLAN
WHERE APPLICABLE, TYPICAL
ADDITIONAL NAILING & BLOCKING
PLATE ATTACHMENT PER
PLATE ATTACHMENT PER
ADDITIONAL NAILING & BLOCKING
SHEAR WALL SCHEDULE PLATE
ATTACHMENT PER
REQUIRED FOR (2) ROWS OF PLATE DIAPHRAGM EDGE REQUIRED FOR (2) ROWS OF PLATE
SHEAR
WALL SCHEDULE
SHEAR WALL SCHEDULE
ADDITIONAL NAILING & BLOCKING
NAILING PER SHEAR WALL SCHEDULE NAILING PER PLAN NAILING PER SHEAR WALL SCHEDULE
ADDITIONAL NAILING & BLOCKING
REQUIRED FOR (2) ROWS OF PLATE
DIAPHRAGM EDGE REQUIRED FOR (2) ROWS OF PLATE
NAILING PER SHEAR WALL SCHEDULE DIAPHRAGM EDGE
NAILING PER SHEAR WALL SCHEDULE
RIM JOIST PER PLAN
NAILING PER PLAN
NAILING PER PLAN
DIAPHRAGM EDGE
DIAPHRAGM
EDGE
TOP OF NAILING PER PLAN
SHEATHING
NAILING
PER PLAN
RIM JOIST PER PLAN
TOP OF
TOP OF
TOP OF
SHEATHING
SHEATHING
SHEATHING RIM JOIST
PER PLAN
2x4 W/ (4) 8D X 3 1" NAILS
4
RIM JOIST CONNECTION PER
SHEAR WALL SCHEDULE
WEB
STIFFENER WHERE REQD
BY MANUFACTURER
JOIST PER
PLAN W/ (2) 8DX3 1" RIM JOIST CONNECTION PER
4
NAILS TO
TOP PLATE SHEAR WALL SCHEDULE JOIST PER PLAN
1 FULL DEPTH BLOCKING TO
JOIST PER PLAN W/ (2) 8DX3 1" RIM JOIST
CONNECTION PER
JOIST PER PLAN W/ (2) 8DX3 4"
WEB STIFFENER WHERE REQD
4
NAILS TO TOP PLATE MATCH RIM JOIST
BLOCKING @ 48" OC W/ (2) 8DX3 1"
NAILS TO TOP PLATE SHEAR
WALL SCHEDULE
BY MANUFACTURER PT 2X6 PLATE, ATTACHMENT 4
PER SHEAR WALL SCHEDULE TOENAILS TO TOP PLATE
WEB STIFFENER WHERE REQD RIM JOIST CONNECTION PER
BY MANUFACTURER SHEAR WALL SCHEDULE
CONCRETE WALL AND
PT 2X6
PLATE, ATTACHMENT
PT 2X6 PLATE, ATTACHMENT
REINFORCING PER PLAN
PER SHEAR
WALL SCHEDULE
PT 2X6 PLATE, ATTACHMENT
PER SHEAR WALL SCHEDULE
CONCRETE WALL AND
PER SHEAR WALL SCHEDULE
CONCRETE WALL AND
REINFORCING PER PLAN
REINFORCING PER PLAN
CONCRETE WALL AND
REINFORCING PER PLAN
24081-0106
S-3.2
01/16/2025
GROUND FLOOR FRAMING AT GROUND
FLOOR FRAMING GROUND FLOOR FRAMING PARALLEL
GROUND FLOOR FRAMING
WOOD FLOOR
FRAMING
AS NOTED
CONTINUOUS JOIST PARR/PERP
TO WALL TO WALL
PERPENDICULAR TO WALL
DETAILS
9 SCALE: 3/4" = 1' 10 SCALE: 3/4" = 1'
11 SCALE: 3/4" = 1'
12 SCALE: 3/4" = 1'
PT JOIST
PER PLAN
TOP OF
SHEATHING
JOIST PER PLAN W/ (2) 8DX3 1" HANGER
PER PLAN
4
NAILS TO TOP PLATE
LEDGER
AND CONNECTION
PER PLAN
STUD
WALL AND
SHEATHING
PER PLAN
TOP OF
SHEATHING
ROOF FRAMING AT
4 SCALE: 3/4" = 1'
BLOCKING AT
EACH JOIST
SIMPSON HU FACE MOUNT
12
HANGER AT EACH OUTRIGGER
PER
5" DIAMETER WELDED
2x4 OUTRIGGER @ 24" OC
ARCH 8
COUNTERSINK 1" MAX
THREADED STUD @ 16" OC
SHEATHING
SIMPSON BA OR HB
AND 6" FROM EACH END
PER PLAN
TOP FLANGE HANGER
SHEATHING PER PLAN
WITH SLOPED SEAT
SHEATHING PER PLAN
CONTINUOUS 3x NAILER
LINE
JOIST PER
PLATE
PLAN TOP OF
SHEATHING
SIMPSON
H1A TIE AT
EACH OUTRIGGER
RAFTER PER PLAN, TYPICAL
BEAM PER PLAN
2'-0"
MAX
BEAM PER PLAN
TRUSS PER PLAN, TYPICAL
SMITH REMODEL
RIDGE BEAM CONNECTION
WOOD NAILER OVER STEEL BEAM
ROOF FRAMING PARALLEL TO WALL
6 SCALE: NTS
7 SCALE: 1" = 1'
8 SCALE:
EXISTING
SHEATHING
USS PE
2X BLOCKING STIFFENER PL3" EACH SIDE.
WOOD NAILER PER
8
CHAMFER CORNERS TO AVOID K REGION
10/S-4.2 SIMPSON VPA
PERMIT 01/16/2025
EXISTING JOIST
BEAM PER PLAN
CONTINUOUS
BEVELED PLATE
1
"
1/4
2
TYP
2'-0" MAX
1/4
2"
BEAM PER PLAN
HARDWARE OPTION
1
"
2
SHEATHING
1/4
3 PER PLAN
WHERE BEAM IS CONTINUOUS
CAP PL8" X 6" X 0'-10" 3" MIN
CEILING JOISTS OVER THE SUPPORT, EXTEND
WITH (2) 3" BOLTS
PER PLAN ALL CALLOUTS
4 ROOF RAFTER
BEAM PER PLAN, PERP LAN
TYP
LE TOP PLATE
POST PER PLAN
2'-0" MAX
BIRDS MOUTH OPTION
24081-0106
CEILING BY OTHERS
S-4.2.0
01/16/2025
STEEL POST TO STEEL BEAM
ROOF FRAMING PERPENDICULAR TO
ROOF AND MISC
FRAMING
BEAM BRACE BELOW
RAFTERS
AS NOTED
10
CONNECTION
WALL
DETAILS
SCALE: NTS
11 SCALE: 1" = 1'
12 SCALE:
WSU Code Compliance Calculator, WSEC 2021
Project Information Messages / Results *
Small dwelling unit example
Review of Baseline Required -
UA Reduction = 228.9, compared to user-defined baseline UA. Check that this is required % reduction
compared to Additio
Contact Information
Window area is 11% of floor area
-
Whole House Mechanical Ventilation Airflow Rate: 137.5 CFM with Run Time Percent of 50%, Unbalanced,
Distributed
* Results assume your inputs are complete and correct. Results do not constitute an approval.
Analysis should be reviewed by your AHJ.
ANALYSIS SET UP
What code compliance pathway are you using? User-Defined Baseline (Addition/Remodel/Alteration of Existing)
Project Building Type? Addition
Occupancy Type? R3 Single family homes and duplexes
Code Version? WSEC 2021 WSEC-R Rev: Oct. 2023, https://www.sbcc.wa.gov/sites/default/files/2023-12/OT
Classification: Medium Dwelling Unit -- 2199 sq. ft.
Baseline Description: Existing Baseline - Baseline and proposed window areas are equal.
About Your Selection: Up to 15 sf exempt window and 24 sf exempt door allowable. Enter baseline design details to right of proposed
design below
RESULTS - Comparison of Baseline and Proposed Design
Component Performance, R occupancies Baseline Proposed Design
U * Area UA U Area UA
Doors U = 0.474 37 17.4 0.300 100 30.0
Overhead Glazing U = 0.500 16 8.0 0.500 8 4.0
Vertical Glazing U = 0.400 251 100.5 0.300 251 75.4
Flat/Vaulted Ceilings U = 0.049 1,115 54.6 0.029 1,499 42.8
Wall (above grade) U = 0.082 953 78.1 0.069 1,145 78.8
Floors over Crawlspace U = 0.000 0 0.0 0.029 384 11.1
Slab on Grade F = 0.000 0 0.0 0 0.0
Below Grade Wall U = 0.185 1,515 280.3 0.034 1,515 51.5
Below Grade Slab F = 0.430 130 55.9 0.556 130 72.3
* Values from user-defined baseline
Baseline UA Total 594.8 Proposed UA Total 365.9
Required Credits 8.0 Proposed Credits 3.0 from Tables
406.2 and 406.
UA Percent Reduction Calculate %UA reduction based
on Addition
UA Reduction 228.9
Table R406.2 Energy Equalization Credits
Fuel Normalization Energy Credits Total
Credits
System No. Full Description Select System Type Credits (406.2) (406.3) (406.2
& 406.3)
For heating system using a heat pump that meets federal standards for the
equipment listed in Table C403.3.2(2) or Table C403.3.2(9) OR Air to Water heat Variable Refrigerant Heat Pump or Air-to-
4 3.0 0.0
3.0
pump units that are configured to provide both heating and cooling and are rated in Water Heat Pump
accordance with AHRI 550/590
Table R406.3 Energy Credits
Option No. Category Select Options Energy Credits Brief Description of Selected Options*
1 Efficient Building Envelope Not Selected 0.0 -
2 Air Leakage Control and Efficient Ventilation
3.1 -3.10 High Efficiency HVAC 0.0
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WSU Code Compliance Calculator, WSEC 2021
3.11 High Efficiency HVAC: Smart Thermostat 0.0
4 High Efficiency HVAC Distribution System 0.0
5.1 Efficient Water Heating: Drain Heat Recovery 0.0
5.2 Efficient Water Heating: Compact Hot Water Distribution 0.0
5.3-5.8 Efficient Water Heating 0.0
6 Renewable Electric Energy kWh 0.0
7 Appliance Package 0.0
Energy Credits 0.0
*Refer to WSEC 2015 Table R406.2 for complete option descriptions and requirements
WSU_C32021_20240507a~Master.xlsm 1/23/2025
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WSU Code Compliance Calculator, WSEC 2021
THERMAL ENVELOPE DETAILS - Proposed Design
Conditioned Floor Area of Addition, Proposed Design 2,199 sq. ft
Classification Medium Dwelling Unit
Notes New Addition with Upgrades to Existing Envelope
Exterior Doors
Plan Component Door Width Height
ID Description Ref. U Qt. Feet Inch Feet Inch Area UA
Exempt 00.0
New Code Baseline, U=0.30 - 0.30 2 6 6 8 80 24.0
New Code Baseline, U=0.30 - 0.30 1 3 6 8 20 6.0
00.0
00.0
00.0
00.0
00.0
00.0
00.0
00.0
Sum of Area and UA 100 30.0 0
0
Exterior Doors Area Weighted U 0.300
Overhead Glazing
Plan Component Glazing Width Height
ID Description Ref. U Qt. Feet Inch Feet Inch Area UA
New 2021 U-factor Baseline (Table R402.1.2) Table R402. 0.50 1 2 4 8.0 4
-
-
-
-
Sum of Area and UA 8.0 4 0
0
Overhead Glazing Area Weighted U 0.500
Vertical Glazing Schedule Rows to Show 12
Plan Component Glazing Width Height
ID Description Ref. U Qt. Feet Inch Feet Inch Area UA
Exempt - - -
1New U=0.30 (Code Baseline) Table 406.2 0.30 15 2 6 4 6 168.8 50.63
2New U=0.30 (Code Baseline) Table 406.2 0.30 3 2.00 0 3 6 21.0 6.30
3New' U=0.30 (Code Baseline) Table 406.2 0.30 1 4 0 3 6 14.0 4.20
4New U=0.30 (Code Baseline) Table 406.2 0.30 1 1 6 5 0 7.5 2.25
5New U=0.30 (Code Baseline) Table 406.2 0.30 1 3 0 1 6 4.5 1.35
6New U=0.30 (Code Baseline) Table 406.2 0.30 1 5 0 3 6 17.5 5.25
7New U=0.30 (Code Baseline) Table 406.2 0.30 1 3 0 3 0 9.0 2.70
8New U=0.30 (Code Baseline) Table 406.2 0.30 2 3 0 1 6 9.0 2.70
9 - -
10 - -
11 - -
12 - -
Sum of Area and UA 251.3 75.4
0
Vertical Glazing Area Weighted U 0.300
Vertical Glazing and Doors Area Weighted U 0.300
Flat/Vaulted Ceilings
Plan Component Attic
ID Description Ref. U Area UA
New R30 batt Vault vented 2x12 24oc 10-7 0.033 384 12.7
UpgradedR49 blown Attic STD baffled (2018 Code Baseline, 1.1-110-7 0.027 1,115 30.1
Sum of Area and UA 1,499 42.8
0
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WSU Code Compliance Calculator, WSEC 2021
Walls (Above Grade)
Plan Component Wall
ID Description Ref. U Net Area UA
New R21 cavity+R5 foam STD 2X6W Lap 10-5 0.043 387 17
Existing R13 cavity+R0 foam STD 2X4W Lap 10-5 0.082 758 62
Sum of Area and UA 1,145 79
0
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WSU Code Compliance Calculator, WSEC 2021
Floor (over crawl or exterior)
Plan Component Floor UA
ID Description Ref. U Area
New R30 vented Joist (Code Baseline) 10-3 0.029 384 11
Sum of Area and UA 384 11
0
Slab on Grade (less than 2 feet below grade)
Plan Component Slab Slab
ID Description Ref. F Perim FP
Sum of Perimeter and FP 00
0
Below Grade Walls and Slabs
Plan Component Slab Wall Wall Wall Slab Slab Slab
ID Description Depth Ref. U Area UA F Perim UA
UpgradedR13 Batt + R5 ci 7' depth WSU 0.03 1,515 51.5 0.556 130 72
Sum of Area, Length and UA 1,515 51.5 130 72
0
Links to Download Forms, Checklists and Other Resources Link
Compliance Certificate Compliance Certificate Instructions
Insulation Certificate for Residential New Construction Insulation Certificate
Duct Testing Affadavits
Existing Construction Affidavit, Existing
New Construction Affidavit, New
Prescriptive Checklist for 2018 WSEC Prescriptive Checklist
Alterations (Remodel) Worksheet Worksheet
EER SEER2 COP HSPF2 Converter https://www.adicotengineering.com/eer-seer2-cop-hspf2-kwton-converter
Show Ventilation Calculator? Show
Ventilation Requirements
Conditioned Floor Area 2,199 sq. ft.
Number of Bedrooms 3
Run-Time Percent in Each 4-Hour Segment 50%
Is the system Balanced? Unbalanced
Is the system Distributed? Distributed Verify system meets definition of 'Distributed Whole-House Ventilation'
Ventilation Code Section IRC, Chapter 15
Whole House Mechanical Ventilation Airflow Rate 138 CFM
Show Distribution System Calculator? Show
HVAC Thermal Distribution System Download RS-33 (2018) http://www.energy.wsu.edu/Documents/Duct%20Testing%20Standards%2
Is this a hydronic heating system? No
Location of Ducts Conditioned Space
Location of Air Handler Conditioned Space
For Existing Construction: Are Any of These Exceptions True?
Are ducts systems documented to have been previously sealed as confirmed
No
through field verification and diagnostic testing per RS-33?
Is there less than 40 linear feet in unconditioned spaces? (not excepted under
No
WSEC 2021) Inconsistent with input above: Ducts located in conditioned space.
Are existing duct systems constructed, insulated or sealed with asbestos? Yes
Is the project an Addition less than 750 sf of conditioned floor area? Yes
Is Duct Testing Required? No
A maximum of 10 feet of return ducts and 5 feet of supply ducts are allowed to be located outside of the building thermal envelope, if insulated and sealed per R403.3.7.
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WSU Code Compliance Calculator, WSEC 2021
Show Heating System Sizing? Show
Heating System Sizing - Proposed Design Try Out BetterBuiltNW's HVAC Sizing Tool: https://betterbuiltnw.com/resources/hvac-sizing-tool
Nearest Weather Station Everett Paine AFB
Indoor Design Temperature 70 F
Outdoor Design Temperature 21 F
Design Temperature Difference (∆T) 49 F
Conditioned Floor Area of Addition, Proposed Design 2,199 ft2
Conditioned Volume 17,592 ft3
0.00
Leave blank to use default of 8.5 ft. ceiling height
HVAC System Type Heat Pump
Location of HVAC Distribution System Conditioned Space
Sum of UA 366
Envelope Heat Load 17,930 Btu / Hour
Sum of UA X ∆T
Air Leakage Heat Load 9,310 Btu / Hour
((Volume X 0.6) X ∆T) X .018))
Building Design Heat Load 27,240 Btu / Hour
Air Leakage + Envelope Heat Loss
Building and Duct Heat Load 27,240 Btu / Hour
For ducts located in unconditioned space: Sum of Building Heat Loss X 1.1
For ducts located in conditioned space or ductless: Sum of Building Heat Loss X 1
Maximum Heat Equipment Output 34,050 Btu / Hour
Building and Duct Heat Loss X 1.25 for heat pumps 10.0 kW
Building and Duct Heat Loss X 1.40 for all other systems
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WSU Code Compliance Calculator, WSEC 2021
Project Information Messages / Results *
Small dwelling unit example
Review of Baseline Required -
UA Reduction = 434.92, compared to user-defined baseline UA. Check that this is required % reduction
compared to Addit
Contact Information
Window area is 13% of floor area
-
--
--
* Results assume your inputs are complete and correct. Results do not constitute an approval.
Analysis should be reviewed by your AHJ.
ANALYSIS SET UP
What code compliance pathway are you using? User-Defined Baseline (Addition/Remodel/Alteration of Existing)
Project Building Type? Addition
Occupancy Type? R3 Single family homes and duplexes
Code Version? WSEC 2021 WSEC-R Rev: Oct. 2023, https://www.sbcc.wa.gov/sites/default/files/2023-12/OT
Classification: Addition 150 sf to 500 sf -- 384 sq. ft.
Baseline Description: Existing Baseline - Baseline and proposed window areas are equal.
About Your Selection: Up to 15 sf exempt window and 24 sf exempt door allowable. Enter baseline design details to right of proposed
design below
RESULTS - Comparison of Baseline and Proposed Design
Component Performance, R occupancies Baseline Proposed Design
U * Area UA U Area UA
Doors U = 0.474 37 17.4 0.300 80 24.0
Overhead Glazing U = 0.500 16 8.0 0 0.0
Vertical Glazing U = 0.400 51 20.2 0.300 51 15.2
Flat/Vaulted Ceilings U = 0.049 1,115 54.6 0.033 384 12.7
Wall (above grade) U = 0.082 953 78.1 0.043 387 16.6
Floors over Crawlspace U = 0.000 0 0.0 0.029 384 11.1
Slab on Grade F = 0.000 0 0.0 0 0.0
Below Grade Wall U = 0.185 1,515 280.3 0 0.0
Below Grade Slab F = 0.430 130 55.9 0 0.0
* Values from user-defined baseline
Baseline UA Total 514.5 Proposed UA Total 79.6
Required Credits 2.0 Proposed Credits 3.0 from Tables
406.2 and 406.
UA Percent Reduction Calculate %UA reduction based
on Addition
UA Reduction 434.9
Table R406.2 Energy Equalization Credits
Fuel Normalization Energy Credits Total
Credits
System No. Full Description Select System Type Credits (406.2) (406.3) (406.2
& 406.3)
For heating system using a heat pump that meets federal standards for the
equipment listed in Table C403.3.2(2) or Table C403.3.2(9) OR Air to Water heat Variable Refrigerant Heat Pump or Air-to-
4 3.0 0.0
3.0
pump units that are configured to provide both heating and cooling and are rated in Water Heat Pump
accordance with AHRI 550/590
Table R406.3 Energy Credits
Option No. Category Select Options Energy Credits Brief Description of Selected Options*
1 Efficient Building Envelope Not Selected 0.0 -
2 Air Leakage Control and Efficient Ventilation
3.1 -3.10 High Efficiency HVAC 0.0
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WSU Code Compliance Calculator, WSEC 2021
3.11 High Efficiency HVAC: Smart Thermostat 0.0
4 High Efficiency HVAC Distribution System 0.0
5.1 Efficient Water Heating: Drain Heat Recovery 0.0
5.2 Efficient Water Heating: Compact Hot Water Distribution 0.0
5.3-5.8 Efficient Water Heating 0.0
6 Renewable Electric Energy kWh 0.0
7 Appliance Package 0.0
Energy Credits 0.0
*Refer to WSEC 2015 Table R406.2 for complete option descriptions and requirements
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WSU Code Compliance Calculator, WSEC 2021
THERMAL ENVELOPE DETAILS - Proposed Design
Conditioned Floor Area of Addition, Proposed Design 384 sq. ft
Classification Addition 150 sf to 500 sf
Notes New Addition
Exterior Doors
Plan Component Door Width Height
ID Description Ref. U Qt. Feet Inch Feet Inch Area UA
Exempt 00.0
New Code Baseline, U=0.30 - 0.30 2 6 6 8 80 24.0
00.0
00.0
00.0
00.0
00.0
00.0
00.0
00.0
00.0
Sum of Area and UA 80 24.0 0
0
Exterior Doors Area Weighted U 0.300
Overhead Glazing
Plan Component Glazing Width Height
ID Description Ref. U Qt. Feet Inch Feet Inch Area UA
-
-
-
-
-
Sum of Area and UA 0.0 0 0
0
Overhead Glazing Area Weighted U
Vertical Glazing Schedule Rows to Show 12
Plan Component Glazing Width Height
ID Description Ref. U Qt. Feet Inch Feet Inch Area UA
Exempt - - -
1New U=0.30 (Code Baseline) Table 406.2 0.30 2 2 6 4 6 22.5 6.75
2New U=0.30 (Code Baseline) Table 406.2 0.30 2 2.00 0 3 6 14.0 4.20
3New' U=0.30 (Code Baseline) Table 406.2 0.30 1 4 0 3 6 14.0 4.20
4 - -
5 - -
6 - -
7 - -
8 - -
9 - -
10 - -
11 - -
12 - -
Sum of Area and UA 50.5 15.2
0
Vertical Glazing Area Weighted U 0.300
Vertical Glazing and Doors Area Weighted U 0.300
Flat/Vaulted Ceilings
Plan Component Attic
ID Description Ref. U Area UA
New R30 batt Vault vented 2x12 24oc 10-7 0.033 384 12.7
Sum of Area and UA 384 12.7
0
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WSU Code Compliance Calculator, WSEC 2021
Walls (Above Grade)
Plan Component Wall
ID Description Ref. U Net Area UA
New R21 cavity+R5 foam STD 2X6W Lap 10-5 0.043 387 17
Sum of Area and UA 387 17
0
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WSU Code Compliance Calculator, WSEC 2021
Floor (over crawl or exterior)
Plan Component Floor UA
ID Description Ref. U Area
New R30 vented Joist (Code Baseline) 10-3 0.029 384 11
Sum of Area and UA 384 11
0
Slab on Grade (less than 2 feet below grade)
Plan Component Slab Slab
ID Description Ref. F Perim FP
Sum of Perimeter and FP 00
0
Below Grade Walls and Slabs
Plan Component Slab Wall Wall Wall Slab Slab Slab
ID Description Depth Ref. U Area UA F Perim UA
Sum of Area, Length and UA 0 0.0 0 0
0
Links to Download Forms, Checklists and Other Resources Link
Compliance Certificate Compliance Certificate Instructions
Insulation Certificate for Residential New Construction Insulation Certificate
Duct Testing Affadavits
Existing Construction Affidavit, Existing
New Construction Affidavit, New
Prescriptive Checklist for 2018 WSEC Prescriptive Checklist
Alterations (Remodel) Worksheet Worksheet
EER SEER2 COP HSPF2 Converter https://www.adicotengineering.com/eer-seer2-cop-hspf2-kwton-converter
Show Ventilation Calculator? Hide
Show Distribution System Calculator? Hide
Show Heating System Sizing? Hide
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LIST OF DRAWINGS
Sheet
Number Sheet Name Current Revision 309 S DUNHAM AVE ADDITION
A0.0 COVER PAGE
A0.1 GENERAL NOTES
A0.2 NOTES & SCHEDULES
A1.1 SITE PLAN
A2.0 REMODEL/ADDITION FLOOR PLANS
A2.1 ELECTRICAL & MECHANICAL
A2.2 ROOF PLAN
A3.0 DEMOLITION PLAN
A3.1 FOUNDATION & FRAMING PLAN
A4.0 ELEVATIONS
A4.1 ELEVATIONS AND SECTIONS
A4.2 WALL SECTIONS AND STAIRS
A5.0 3D EXTERIOR
A5.1 3D EXTERIOR
A5.2 3D INTERIOR
VICINTY MAP PROJECT TEAM PROJECT INFORMATION
PROJECT NAME: TONY AND HEIDI SMITH
OWNER: TAX ID #: 00538300201300
TONY AND HEIDI SMITH LOCATION: 309 S DUNHAM AVE
309 S DUNHAM AVE ARLINGTON, WA 98223
ARLINGTON, WA 98223 PROJECT #: NOT ASSIGNED
OTHER PERMITS: NONE
DESIGNER/APPLICANT: ZONE: OLD TOWN RESIDENTIAL DISTRICT
GARRETT CHARLSON LOT SIZE: .21 ACRES OR 9147SF
SNOVALLEY COTTAGES USE: SINGLE FAMILY RESIDENTIAL
PO BOX 754 PROJECT DESCRIPTION: REMODEL AND ADDITION OF EXISTING SFR, ADDITION
DUVALL, WA 98019 TO REAR OF HOUSE AND FRONT PORCH, BEDROOM
p425.518.0036 COUNT TO REMAIN THE SAME Date Copyright 2020 Sno Valley Cottages,
LLC All rights reserved.
LEGAL DESCRIPTION: PALMER ADD TO ARLINGTON BLK 002 D-00- ALL LOTS
No.
GEOTECHNICAL ENGINEER: 13 & 14
N/A
STRUCTURAL ENGINEER:
COLIN ANYAN
VIRTUS ENGINEERING
SPRINKLERS: N/A
PO BOX 30351
ECA: N/A
SPOKANE, WA 99223 Issue Date
SEPTIC: N/A - CITY SEWER
p509.220.8766
LAND USE CODE COMPLIANCE
ZONE: OLD TOWN RESIDENTIAL DISTRICT (OTRD) COVER PAGE
Drawn by:Author
IMPERVIOUS COVERAGE:
LOT AREA: 9147 SF
EXISTING SFR (OVERHANGS): 1597 SF Scale:
EXISTING GARAGE (OVERHANGS): 616 SF
EXISTING DRIVEWAY HARDSCAPE : 528 SF
EXISTING WALKWAY HARDSCAPE : 150 SF
ALLOWED LOT COVERAGE - NOT DEFINED:
EXISTING LOT COVERAGE: 2891 SF
NEW PROPOSED ADDITION (OVERHANGS): 767 SF
NEW TOTAL LOT COVERAGE: 2891 SF + 767 SF = 3658SF
REQ. SETBACKS:
FRONT (STREET): AVERAGE TO ADJACENT LOTS CALC-NORTH 6.76' SOUTH
SIDES (INTERIOR): 7.36, AVG. 7.06'
REAR: 5 FEET
5 FEET
HEIGHT LIMIT:
BASE HEIGHT: 24' MAX TO EAVE ARLINGTON, WA
309 S DUNHAM AVE
PROPOSED MAX. BUILDING HEIGHT: 9' TO EAVE AND 15' TO RIDGE
309 S DUNHAM AVE ADDITION
Job No.: 23-15
A0.0
GENERAL DESIGN NOTES WSEC ENERGY NOTES MECHANICAL NOTES PLUMBING NOTES
1. COMPLY WITH CITY OF ARLINGTON CODES, 2021 IRC (INTERNATIONAL RESIDENTIAL CODE), 2021 WSEC ENERGY NOTES
1. ALL PLUMBING WORK IS TO BE BIDDER
DESIGNED AND SHALL COMPLY WITH ALL
WASHINGTON STATE ENERGY CODE, AND ALL APPLICABLE CODES AND ORDINANCES OF THE LOCAL 1. DESIGN TEMPERATURE: 49 DEGREES (70 INDOOR-21 OUTDOOR) 1. ALL MECHANICAL WORK TO BE BIDDER
DESIGNED AND SHALL COMPLY WITH ALL APPLICABLE APPLICABLE CODES AND ORDINANCES.
JURISDICTION AND THE STATE OF WASHINGTON. CODE: 2021 WASHINGTON STATE ENERGY CODE COMPLIANCE: USER DEFINED BASELINE- CODES.
ADDITION/REMODEL/ALTERATION OF EXISTING
2. PROVIDE PRESSURE RELIEF VALVE
FOR HOT WATER TANK. DRAIN TO THE OUTSIDE OF
2. DO NOT SCALE DRAWINGS. USE GIVEN DIMENSIONS, REFER TO DETAILS FOR LOCATION OF ITEMS NOT 2. THE MECHANICAL WORK MUST ADHERE TO THE REQUIREMENTS OF THE DESIGN DRAWINGS. THE BUILDING
WITH DRAIN END NOT MORE THAN 2 FEET NOR LESS THAN 6 INCHES
DIMENSIONED ON PLANS, VERIFY UNKNOWN DIMENSIONS WITH DESIGNER.
FROM THE GROUND, POINTING DOWN.
BASELINE INSULATION AND FENESTRATION PROVIDED 3. VENTILATION SHALL BE IN CONFORMANCE WITH WAC 51-11 AND WAC 51-13, 2021 IRC CHAPTER
3. IT IS THE RESPONSIBILITY OF CONTRACTOR TO DO DUE DILIGENCE RELATED TO EXISTING SITE EXISTING STRUCTURE 15, TABLES M1507.4 AND M1507.3.3(1). 3. HOT WATER HEATERS SHALL BE ELEVATED
PER 2021 IRC P2801.6.
CONDITIONS PRIOR TO SUBMITTING PLANS FOR BID.
WINDOW U FACTOR 0.40 (ESTIMATED) .30 4. HOT WATER TANKS SHALL BE STRAPPED
OR ANCHORED AT POINTS WITHIN THE UPPER
4. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION, WHERE CONDITIONS ARE NOT
1/3 AND LOWER 1/3 TO RESIST
EARTHQUAKE MOTION.
SPECIFICALLY INDICATED BUT ARE OF SIMILAR CONSTRUCTION OF THOSE SHOWN, SIMILAR DETAILS CAN SKYLIGHT U FACTOR .50 .30
BE USED SUBJECT TO REVIEW AND APPROVAL OF DESIGNER AND STRUCTURAL ENGINEER.
5. PROVIDE AN APPROVED BACK-FLOW
DEVICE AT ALL HOSE BIBS.
GLAZED FENESTRATION SHGC N/A N/A RATED ASSEMBLIES - N/A
5. ALL WOOD FRAMING DETAILS NOT SHOWN SHALL BE CONSTRUCTED PER THE MINIMUM STANDARDS SET
6. ADDITIONAL NOTES LOCATED ON
ELECTRICAL MECHANICAL PLAN SHEETS.
FORTH IN THE 2021 IRC. CEILING R-19 R-49 FLAT R-30 VAULT
6. VERIFY ALL ROUGH-IN DIMENSIONS FOR EQUIPMENT PROVIDED IN THIS CONTRACT OR BY OTHERS. ALL ABOVE GRADE WALL R-13 R-13 OLD AND R21+R6.6Ci NEW ELECTRICAL NOTES
ROUGH-INS SHALL BE APPROVED AND FIREBLOCKING SHALL BE INSTALLED PRIOR TO FRAMING
INSPECTION. BELOW GRADE WALL NOT INSULATED R13 + R5Ci
1. ALL ELECTRICAL WORK IS TO BE
BIDDER DESIGNED AND SHALL COMPLY WITH ALL APPLICABLE
7. BUILDING SYSTEMS NOT DETAILED SHALL BE INSTALLED PER MANUFACTURERS REQUIREMENTS. NOTIFY FLOORS NOT INSULATED R-30 CODES AND ORDINANCES. INCLUDED
ELECTRICAL PLAN IS FOR LAYOUT AND DESIGN
DESIGNER OF ANY CONFLICTS. REFERENCE, ALL LOCATIONS TO
BE FIELD VERIFIED WITH CONTRACTOR AND/OR OWNER PRIOR
SLAB ON GRADE NOT INSULATED NOT INSULATED TO INSTALLATION.
8. PLUMBING AND MECHANICAL DRAWINGS ARE SUPPLEMENTARY TO THE TO THE DESIGN DRAWINGS. IT IS
THE RESPONSIBILITY OF EACH OF THE CONTRACTORS TO THE DESIGN DRAWINGS PRIOR TO INSTALLATION GLAZING AREA UNLIMITED UNLIMITED 2. ADDITIONAL NOTES LOCATED ON
ELECTRICAL AND MECHANICAL PLAN SHEETS.
OF THEIR WORK, ANY CONFLICTS BETWEEN THE TWO SHALL BE BROUGHT TO THE OWNERS ATTENTION IN
WRITING. DOORS .50 (ESTIMATED) .30 VENTILATION NOTES
9. CONTRACTOR TO PROVIDE TEMPORARY BRACING FOR ALL STRUCTURE AND COMPONENTS UNTIL
CONNECTIONS HAVE BEEN MADE.
1. SYSTEM TYPE: WHOLE HOUSE FAN
ON TIMER
10. ALL GLAZING IN HAZARDOUS LOCATIONS, DEFINED BY THE 2021 IRC R308.4, SHALL BE SAFETY GLAZING
IDENTIFIED IN THE FLOOR PLANS AND GLAZING SCHEDULE. 2. SPECIFICS: SEE MECHANICAL PLANS,
SHEET A2.1
11. PROVIDE FOOTING BEARING PER GEOTECHNICAL ENGINEER RECOMMENDATIONS. WSEC ENERGY CREDIT NOTES 3. ADDITIONAL NOTES LOCATED ON
FLOOR PLAN SHEETS
12. "FINISH FLOOR" REFERS TO:
• THE TOP OF SLAB AT BASEMENT CREDIT REQUIREMENTS PER R406.3 DWELLING SIZE: ADDITIONS 150-500SF CREDITS REQUIRED: 2
• TOP OF FLOOR SHEATHING AT MAIN FLOOR CREDITS PROVIDED: 3
• TOP OF SHEATHING AT UPPER FLOOR
(3 CREDITS) HEATING OPTION 4
13. VERIFY SIZE AND LOCATION OF AND PROVIDE ALL OPENINGS THROUGH FLOORS AND WALLS, FURRING, VARIABLE REFRIGERANT HEAT PUMP OR AIR-TO-WATER HEAT PUMP DEFERRED SUBMITTALS
ANCHORS, INSERTS, ROUGH BUCKS AND BACKING FOR SURFACE MOUNTED ITEMS.
FOR HEATING SYSTEM USING A HEAT PUMP THAT MEETS FEDERAL STANDARDS FOR THE
14. PROVIDE FURRING AS REQUIRED TO CONCEAL MECHANICAL AND ELECTRICAL WORK IN ALL FINISHED EQUIPMENT LISTED IN TABLE C403.3.2(2) OR TABLE C403.3.2(9) OR AIR TO WATER HEAT
AREAS. PUMP UNITS THAT ARE CONFIGURED TO PROVIDE BOTH HEATING AND COOLING AND ARE RATED IN 1. HEAT PUMP SPECIFICATIONS
ACCORDANCE WITH AHRI 550/590 2. TRUSS DRAWINGS IF APPLICABLE
15. UNLESS OTHERWISE NOTED, ALL PLAN DIMENSIONS ARE TO FACE OF STUD OR FACE OF CONCRETE.
16. EXTERIOR WALLS SHALL BE 2X6 STUDS AT 24" O.C. AND INTERIOR WALLS SHALL BE 2X4 STUDS AT 24" TOTAL CREDITS: 3
O.C., UNLESS NOTED OTHERWISE.
17. ALL SWINGING DOORS NOT LOCATED BY DIMENSIONS ON PLANS, INTERIOR ELEVATIONS, OR DETAILS
SHALL BE 4-1/2" FROM FACE OF STUD TO EDGE OF ROUGH OPENINGS OR CENTERED BETWEEN ROOM
PARTITIONS AS SHOWN.
18. PLANS ARE DRAWN ASSUMING THE FOLLOWING ROUGH OPENINGS: EXTERIOR DOOR WIDTH: NOMINAL
SIZE + 2" (VERIFY WITH DESIGNER) WINDOW WIDTH: NOMINAL SIZE + 0" (VERIFY WITH DESIGNER)
WINDOW HEIGHT: NOMINAL SIZE + 0" (VERIFY WITH DESIGNER) INTERIOR SWINGING DOORS: NOMINAL SIZE
Date Copyright 2020 Sno Valley Cottages, LLC
All rights reserved.
+2". INTERIOR POCKET DOORS: PANEL SIZE + 1" BI-PASS DOORS: NOMINAL SIZE +0".
19. REFER TO CABINET DESIGNER PLANS FOR CABINET AND COUNTER LENGTHS, DIMENSIONS,
No.
COUNTERTOP MATERIALS AND DETAIL REFERENCE. VERIFY ALL EXISTING DIMENSIONS BEFORE ORDERING
AND PRIOR TO INSTALLATION.
20. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR EXPOSED TO THE WEATHER SHALL BE PRESSURE
TREATED WITH AN APPROVED PRESERVATIVE OR DECAY RESISTANT NATURALLY DURABLE WOOD.
FASTENERS FOR PT MATERIALS SHALL BE HOT DIPPED GALVANIZED STEEL, STAINLESS STEEL SILICON
BRONZE COPPER OR APPROVED FASTENER FOR PRESSURE TREATED CONTACT.
21. ALL WOOD LESS THAN 8" FROM THE GROUND OR 2" FROM EXTERIOR CONCRETE (SLABS, STEPS, AND
SIMILAR HORIZONTAL SURFACES) AND EXPOSED TO WEATHER SHALL BE NATURALLY DURABLE OR
PRESSURE TREATED PER 2021 IRC R317.
22. PROVIDE FIRE BLOCKING VERTICALLY AT CEILING AND FLOOR LEVELS AND HORIZONTALLY AT
INTERVALS NOT TO EXCEED 10 FEET AD AS REQUIRED FOR CONCEALED SPACES PER 2021 IRC R302.11 AND
R302.12.
Issue Date
23. ALL EMERGENCY ESCAPES AND RESCUE OPENINGS SHALL MEET THE REQUIREMENTS OF 2021 IRC
R310.
24. ROOF VENTILATION SHALL MEET THE REQUIREMENTS OF 2021 IRC R806.
25. WEATHER PROOFING SHALL MEET THE REQUIREMENTS OF 2021 IRC R903.
26. GUARDRAILS AND OPEN RAILINGS SHALL MEET THE REQUIREMENTS OF 2021 IRC R312.
GENERAL NOTESDrawn by:Author
GEOTECHNICAL NOTES
1. REPORT NOT REQUIRED
Scale:
12" = 1'-0"
ARLINGTON, WA
309 S DUNHAM AVE
309 S DUNHAM AVE ADDITION
Job No.: 23-15
A0.1
ROOMS SCHEDULE ALL NOTES PROJECT
LEGEND(S)
ROOM NAME AREA COMMENTS NO. DESCRIPTION View Type Count
(N) BEDROOM 2 123 SF 1 (N) ASPHALT ROOF ELEVATION 2 GENERAL SYMBOLS
WALL ASSEMBLIES
(N) BATH 47 SF 2 WRAP POSTS IN PWW ELEVATION 3
2X4 INTERIOR WALL
(N) DINING 196 SF 3 HARDIE LAP SIDING-8" REVEAL, VERIFY WITH OWNER ELEVATION 3
• 1/2 GYPSUM
(N) KITCHEN 252 SF 4 TREX DECK FASCIA ELEVATION 3 1 PLAN NOTE
W1 • 2X4" DF
(N) BONUS ROOM 564 SF 5 1X6 PWW TRIM OR HARDIE TRIM ELEVATION 1
• 1/2 GYPSUM
SPOT ELEVATION
(N) BATH 43 SF 6 (N) 5" GUTTER ELEVATION 1
• INSULATE AROUND
CL. 24 SF CLOSET, TYP. 7 TREX DECKING OR EQUIV. ELEVATION 2
BATHROOMS & BEDROOMS
E E ELECTRIC
(N) MECH. 57 SF 8 1X10 PWW TRIM OR HARDIE TRIM ELEVATION 1
2X6 INTERIOR WALL
(N) OFFICE 47 SF 1 EXISTING SEWER ~5' ABOVE FFE FLOOR PLAN 1 W W WATER
• 1/2 GYPSUM
(N) BEDROOM 3 80 SF 2 EXISTING ELECTRICAL PANEL-150 AMP, UPGRADE TO 200 AMP FLOOR PLAN 1
W2 • 2X6" DF
DS
• 1/2 GYPSUM
(N) STORAGE 54 SF 1 VENT HOOD MIN. 100CFM MEP 1 DOWNSPOUT
• INSULATE AROUND
CL. 13 SF CLOSET, TYP. 2 BATHROOM EXHAUST FAN MIN. 50CFM MEP 2
BATHROOMS & BEDROOMS
LINEN 4 SF 3 PANASONIC WHISPER 50/80/110 ON TIMER MEP 1 HD HEAT DETECTOR
2X4 EXTERIOR WALL R-15:
(E) MASTER BEDROOM 135 SF 4 RHEEM PROTERRA-INTAKE AND EXHAUST TO EXTERIOR MEP 1
• 1/2 GYPSUM
(N) BATHROOM 36 SF 5 MITSUBISHI HYPERHEAT HEAT PUMP MEP 1 S/CM SMOKE/CO2 DETECTOR
• 2X4" DF
W3
CL. 12 SF CLOSET, TYP. 6 MITSUBISHI AIR HANDLER IN MECH. MEP 1
• BLOWN IN CELLULOSE OR BATT R-15
SHOWER/TOILET 34 SF 1 SOLAR READY ZONE ROOF 1
• SIDING PER OWNER SPEC.
(N) GREAT ROOM 478 SF 2 DOWNSPOUT TO TIGHTLINE TO DRYWELL ROOF 2
2199 SF 3 30-YEAR ASPHALT ROOF ROOF 1
Grand total: 18 2199 SF 4 DOWNSPOUT TO TIGHTLINE TO RAIN GARDEN OR SWALE ROOF 3
2X6 EXTERIOR WALL R-26:
5 OVERFRAME ROOF 4
• 1/2 GYPSUM
OVER EXISTING
W4 • 2X6" DF
ROOF PER STRUC. SITE PLAN LEGEND
• BLOWN IN CELLULOSE OR BATT R-20
OVERFRAME OVER EXISTING ROOF PER STRUC.
• 1 1/2" ZIP R-SHEATHING R-6
DOOR SCHEDULE
• SIDING PER OWNER SPEC.
DOOR ROOM DOOR
NO. DISTURBED AREA -
2x4 BASEMENT WALL:
TYPE FROM TO HEIGHT WIDTHAREA Phase Created
• NO WATERPROOF COATING ON CONCRETE
C104 - STAKE & WIRE
FENCING • 2" RIGID EPS FOAM
BASEMENT FF
W5
• 2X4 STUD WALL W/ MINERAL WOOL INSUL. R-15
SOLID CORE INTERIOR (N) BONUS (N) BONUS ROOM 80" 30" 17 SF Existing C233 SILT FENCE OR
MULCH BERM • 1/2" GYPSUM
DEMO
ROOM
DS
• NON-PVA WALL PRIMER
SOLID CORE INTERIOR (N) BONUS (N) BONUS ROOM 80" 30" 17 SF Existing DOWNSPOUT
• LOW OR NO VOC LATEX PAINT
DEMO
ROOM
D19 SOLID CORE INTERIOR (N) MECH. (N) BONUS ROOM 80" 30" 17 SF New 1 PLAN NOTE
(E) BASEMENT WALL:
SOLID CORE INTERIOR (N) BONUS (N) STORAGE 80" 28" 16 SF New
W6 • 6" POURED CONCRETE WALL
D16 SPOT ELEVATION
ROOM
SOLID CORE INTERIOR (N) BONUS (N) OFFICE 80" 30" 17 SF New E E
D20 ELECTRIC
ROOM
SOLID CORE INTERIOR (N) BONUS (N) BEDROOM 3 80" 30" 17 SF New W W WATER
D18
ROOM
FLOOR ASSEMBLIES
D17 SOLID CORE INTERIOR LINEN (N) BONUS ROOM 80" 20" 11 SF New
D21 BI-PASS CLOSET CL. (N) BEDROOM 3 80" 60" 33 SF New
EXISTING SLAB ON GRADE CONDITIONED:
• 4" CONCRETE
SOLID CORE INTERIOR (N) BONUS (N) BONUS ROOM 80" 30" 17 SF New
D15 MEP LEGEND
• APPLY SELF LEVELER, PREP PER MANUF.
ROOM
RECOMMENDATIONS
D14 SOLID CORE INTERIOR CL. (N) BONUS ROOM 80" 34" 19 SF New
FL1 • UNDERSLAB CONDITIONS UNKNOWN
D13 SOLID CORE INTERIOR (N) BATH (N) BONUS ROOM 80" 30" 17 SF New CEILING LIGHT
• RECOMMENDED NO CARPET AT BASEMENT
196 SF
• INSTALL VAPOR RETARDER UNDER FLOORING
MAIN LEVEL
DEMO SOLID CORE INTERIOR (N) GREAT ROOM (N) GREAT ROOM 80" 24" 13 SF Existing WALL LIGHT
FLOOR OVER CRAWLSPACE:
DEMO SOLID CORE INTERIOR (N) GREAT ROOM CL. 80" 28" 16 SF Existing
• FINISH FLOORING PER OWNER SPEC. Date Copyright 2020 Sno Valley Cottages, LLC
All rights reserved.
FL2
• 3/4 T&G FLOOR SHEATHING
SOLID CORE INTERIOR (N) GREAT ROOM (E) MASTER 80" 30" 17 SF Existing CAN LIGHT
• 11 7/8 TJI
D8
BEDROOM
• BATT INSULATION R-30 No.
DEMO BI-PASS CLOSET (N) BEDROOM 2 (N) BEDROOM 2 80" 60" 33 SF Existing
• VENTED CRAWLSPACE
BI-PASS CLOSET (E) MASTER 80" 72" 40 SF Existing SIGLE OUTLET
• 10MIL VAPOR BARRIER OVER GROUND
D9
BEDROOM
DEMO SOLID CORE INTERIOR (N) GREAT ROOM (N) GREAT ROOM 80" 30" 17 SF Existing DUPLEX OUTLET
FLOOR OVER CONDITIONED:
• FINISH FLOORING PER OWNER SPEC.
DEMO SOLID CORE INTERIOR (N) GREAT ROOM (N) BEDROOM 2 80" 30" 17 SF Existing
FL3
• 3/4 T&G FLOOR SHEATHING
SWITCH
DEMO SOLID CORE INTERIOR SHOWER/TOILET (N) BEDROOM 2 80" 24" 13 SF Existing
• 2X8 ROUGH SAWN FLOOR JOISTS
D6 SOLID CORE INTERIOR (N) GREAT ROOM (N) BEDROOM 2 80" 30" 17 SF Existing
• 5/8 GYPSUM
3 SWITCH - 3 WAY
D1 EXTERIOR INSULATED (N) GREAT ROOM 80" 36" 20 SF New
D7 SOLID CORE INTERIOR (N) GREAT ROOM (N) GREAT ROOM 80" 30" 17 SF New
EXTERIOR PATIO FULL (N) DINING 80" 72" 40 SF New R OUTLET 220V SEE SPECIFIC
EQUIPMENT
D3 SPEC. IF AVAIL.
LITE
ROOF ASSEMBLIES
EXTERIOR PATIO FULL (N) DINING 80" 72" 40 SF New FLOOR OUTLET
D2
LITE
D11 POCKET DOOR SHOWER/TOILET (N) BATHROOM 80" 30" 17 SF New HRVB HRV BOOSTER SWITCH
VENTED ROOF R-38: Issue Date
D4 SOLID CORE INTERIOR (N) GREAT ROOM (N) BATH 80" 30" 17 SF New
• 30-YEAR ASPHALT ROOFING
D10 BI-PASS CLOSET (N) BATHROOM CL. 80" 60" 33 SF New
• WRB WATER-30# TAR PAPER
PLUMBING WALL (VERIFY FIXTURE
R1
D12 BI-PASS CLOSET (N) BEDROOM 2 80" 60" 33 SF New LOCATION WITH CABINETRY &/OR
• 1/2" PLYWOOD SHEATHING
D5 SOLID CORE INTERIOR (N) GREAT ROOM 80" 32" 18 SF New PRODUCT SPEC.
• 2X OR LVL RAFTERS PER STRUC.
• VENTED RIDGE
D22 SOLID CORE INTERIOR (N) GREAT ROOM (N) BEDROOM 2 80" 30" 17 SF New
• INSULATION TO MIN. R-38 W/BAFFLES
433 SF
• 5/8" GYPSUM
Drawn by:Author
VENTED ROOF OVER UNCONDITIONED: NOTES & SCHEDULES
WINDOW SCHEDULE
• 30-YEAR ASPHALT ROOFING
• WRB WATER-30# TAR PAPER
R2 • 1/2" PLYWOOD SHEATHING
MARK LOCATION STYLE SIZE (W x H) AREA U-VALUE UA SILL HEIGHT TEMPERED COMMENTS
ROOF PLAN LEGEND
• 2X OR LVL RAFTERS PER STRUC.
• VENTED RIDGE
F1 (N) DINING CASEMENT 2'-6" x 4'-6" 11 0.3 3.375 2'-2" YES
• SOFFIT-T AND G PINE OR EQUIV.
F2 (N) DINING CASEMENT 2'-6" x 4'-6" 11 0.3 3.375 2'-2" YES GUTTER (DOUBLE LINE)
• EXTERIOR GRADE PAINT OR STAIN Scale:
F3 (N) KITCHEN CASEMENT 2'-0" x 3'-6" 7 0.3 2.100 3'-0" VENT-FIXED-VENT
1/8" = 1'-0"
F4 (N) KITCHEN FIXED 4'-0" x 3'-6" 14 0.3 4.200 3'-0" VENT-FIXED-VENT DOWNSPOUT LOCATION
DS
F5 (N) KITCHEN CASEMENT 2'-0" x 3'-6" 7 0.3 2.100 3'-0" VENT-FIXED-VENT
F6 (N) GREAT ROOM FIXED 2'-6" x 4'-6" 11 0.3 3.375 2'-6"
SOLAR READY AREA
F7 (N) GREAT ROOM CASEMENT 2'-6" x 4'-6" 11 0.3 3.375 2'-6" VENT-FIXED-VENT
F8 (N) GREAT ROOM FIXED 2'-6" x 4'-6" 11 0.3 3.375 2'-6" VENT-FIXED-VENT
BUILDING OUTLINE
F9 (N) GREAT ROOM CASEMENT 2'-6" x 4'-6" 11 0.3 3.375 2'-6" VENT-FIXED-VENT
F10 (N) GREAT ROOM CASEMENT 2'-6" x 4'-6" 11 0.3 3.375 2'-6" VENT-FIXED-VENT
F11 (N) GREAT ROOM FIXED 2'-6" x 4'-6" 11 0.3 3.375 2'-6" VENT-FIXED-VENT
F12 (N) GREAT ROOM CASEMENT 2'-6" x 4'-6" 11 0.3 3.375 2'-6" VENT-FIXED-VENT
F13 (N) GREAT ROOM FIXED 1'-6" x 5'-0" 8 0.3 2.250 1'-8" YES
F14 (N) BATH AWNING 3'-0" x 1'-6" 5 0.3 1.350 5'-6" YES VENT-FIXED-VENT
F15 (N) BEDROOM 2 CASEMENT 2'-6" x 4'-6" 11 0.3 3.375 2'-6" VENT-FIXED-VENT
F16 (N) BEDROOM 2 FIXED 2'-6" x 4'-6" 11 0.3 3.375 2'-6" VENT-FIXED-VENT
F17 (N) BEDROOM 2 CASEMENT 2'-6" x 4'-6" 11 0.3 3.375 2'-6" EGRESS
F18 (N) BEDROOM 2 FIXED 2'-6" x 4'-6" 11 0.3 3.375 2'-6" FIXED-FIXED
F19 (N) BEDROOM 2 FIXED 2'-6" x 4'-6" 11 0.3 3.375 2'-6" FIXED-FIXED
F20 SHOWER/TOILET CASEMENT 2'-0" x 3'-6" 7 0.3 2.100 3'-6" YES
F21 (E) MASTER CASEMENT 2'-6" x 4'-6" 11 0.3 3.375 2'-6" EGRESS
BEDROOM
F22 (E) MASTER SLIDER 5'-0" x 3'-6" 18 0.3 5.250 3'-5 1/2" EGRESS
BEDROOM
F23 (N) BEDROOM 3 CASEMENT 3'-0" x 3'-0" 9 0.3 2.700 3'-8" EGRESS
F24 (N) OFFICE AWNING 3'-0" x 1'-6" 5 0.3 1.350 5'-7"
309 S DUNHAM AVEARLINGTON, WA
F25 (N) BONUS ROOM AWNING 3'-0" x 1'-6" 5 0.3 1.350 5'-7"
TOTAL: 25 251 75.375
309 S DUNHAM AVE ADDITION
Job No.: 23-15
A0.2
POWER POLE
ALLEYWAY
76'-0"
12'-0"
VICINTY MAP
5'-0" SIDE YARD SETBACK 41'-7 5/8" TO PL 5'-0" REAR YARD SETBACK
5'-0" SIDE YARD SETBACK
OVERHEAD POWER LINE
1 9
INTERNAL
ORIGIN (0,0,0) I
3'-0" TO PL
PROPOSED
ADDITION2 34 5 7 8
H
G EXISTING
(E) ELECTRICAL
PROPOSED ADDITION GARAGE METER BASE
120'-0 1/8" TO REMAIN
F
27'-0"
GAS
E
22'-0"
(E) GAS LINE LOCATION
TO METER, METER TO BE REMOVED EXISTING 3'-1 1/4"
PROJECT INFORMATION BY UTILITY, LINE ABANDONED.
3-BED RESIDENCE Date Copyright 2020 Sno Valley Cottages,
LLC All rights reserved.
PROJECT NAME: TONY AND HEIDI SMITH D No.
TAX ID #: 00538300201300 C
LOCATION: 309 S DUNHAM AVE 10'-7 1/2" TO PL FFE = 171.33 20'-6"
ARLINGTON, WA 98223
B
PROJECT #: NOT ASSIGNED 6
OTHER PERMITS: NONE A
ZONE: OLD TOWN RESIDENTIAL DISTRICT 10
8'-2" 41'-0 1/4"
LOT SIZE: .21 ACRES OR 9147SF 6'-1"AA
PROPOSED 7'-0 3/4"
USE: SINGLE FAMILY RESIDENTIAL
EXISTING Issue Date
PROJECT DESCRIPTION: REMODEL AND ADDITION OF EXISTING SFR, ADDITION 14'-1" PROPOSED
PORCH DRIVEWAY
TO REAR OF HOUSE AND FRONT PORCH, BEDROOM 22'-7 1/4" TO PL
(E)WALKWAY
13'-9 1/8" 12'-0"
COUNT TO REMAIN THE SAME 170'-0" 13'-5 1/2" 13'-1 7/8" SITE PLAN
LEGAL DESCRIPTION: PALMER ADD TO ARLINGTON BLK 002 D-00- ALL LOTS 4'-11 3/4"
AVG. SETBACK ADJACENT Drawn by:Author
13 & 14
ADJACENT PARCEL SETBACK TO ROOF OH
ADJACENT PARCEL SETBACK TO ROOF OH
LAND USE CODE COMPLIANCE OLD TOWN RESIDENTIAL DISTRICT (OTRD) (E) SIDEWALK
ZONE: 7'-4"
Scale:
WATER METER LOC. APPROX. SEWER LINE LOC. As indicated
IMPERVIOUS COVERAGE: PER SIDE SEWER AS BUILT
DEPTH ~2' AT HOUSE, 8' AT
PROPERTY LINE ON DUNHAM
LOT AREA: 9147 SF 18'-0"
EXISTING SFR (OVERHANGS): 1597 SF SOUTH DUNHAM AVE
EXISTING GARAGE (OVERHANGS): 616 SF
EXISTING DRIVEWAY HARDSCAPE : 528 SF NORTH
EXISTING WALKWAY HARDSCAPE : 150 SF 36'-0"
ALLOWED LOT COVERAGE - NOT DEFINED:
EXISTING LOT COVERAGE: 2891 SF
NEW PROPOSED ADDITION (OVERHANGS): 767 SF
NEW TOTAL LOT COVERAGE: 2891 SF + 767 SF = 3658SF
1 SITE PLAN
REQ. SETBACKS: A4.0 1" = 10'-0"
FRONT (STREET): AVERAGE TO ADJACENT LOTS CALC-NORTH 6.76' SOUTH
SIDES (INTERIOR): 7.36, AVG. 7.06' ARLINGTON, WA
309 S DUNHAM AVE
REAR: 5 FEET SITE PLAN KEY NOTES SITE PLAN LEGEND
EXPOSED SOILS SHALL BE WORKED DURING THE WEEK
5 FEET NO. DESCRIPTION UNTIL THEY HAVE BEEN STABILIZED. SOIL STOCKPILES
HEIGHT LIMIT: WILL BE LOCATED WITHIN THE DISTURBED AREA
SHOWN ON THE SWPPP. SOIL EXCAVATED FOR THE DISTURBED AREA - 309 S DUNHAM AVE ADDITION
BASE HEIGHT: 24' MAX TO EAVE FOUNDATION WILL BE BACKFILLED AGAINST THE
C104 - STAKE & WIRE FENCING
PROPOSED MAX. BUILDING HEIGHT: 9' TO EAVE AND 15' TO RIDGE FOUNDATION AND GRADED TO DRAIN AWAY FROM THE
BUILDING. NO SOILS SHALL REMAIN EXPOSED AND C233 SILT FENCE OR MULCH BERM
UNWORKED FOR MORE THAN 2 DAYS FROM OCT. 1 TO DS
APR. 30. ONCE THE DISTURBED LANDSCAPES ARE DOWNSPOUT
GRADED, THE GRASS AREAS WILL BE RESEEDED OR 1 PLAN NOTE
SODDED. ALL STOCKPILES WILL BE COVERED WITH Job No.: 23-15
PLASTIC OR BURLAP IF LEFT UNWORKED. SPOT ELEVATION
E E ELECTRIC
W W WATER A1.1
28'-0 1/2"
_______2
14'-0 1/4" 14'-0 1/4"
A4.0 10
1 2 2 3 4 5 6 7 8 9 10
_______
A4.1
1 3 4 5 7 8 9
H DIM. TO CL OF POST
I
G
(N)GLULAM BEAM ABV.
39'-1 7/8"
COVERED PORCH ADDITION
VAULTED CEILING 4/12 SLOPE
(N) VENTED CRAWLSPACE (N) FOUNDATION, SEE FDN PLAN GUARDRAILS
REQUIRED IF DECK SURFACE
MORE
THAN 30" ABOVE GRADE
2
_______
_______4 A4.1
A4.2
WINDER REQUIRED 12'-9 1/4"
TO MEET HEADROOM (E) FOUNDATION, SEE FDN PLAN
PER CODE-6'-8" MIN. 13'-9 1/4" 14'-3 1/4"
NEW ADDITION 9'-4 3/4" 4'-4 1/2" 2'-7 1/4" 4'-7" 4'-7" 2'-6" 4'-1"
F
DIM. TO
F2 F1
FACE OF 3 DIM. TO
CONC. _______ 9'-4 3/4" 4'-4 1/2"
9'-10 3/8" 2'-5 1/2" 6'-8 1/2" A4.2 9'-3 3/8" 9'-6 1/8" FACE OF D2
_______3 CONC. E
H
A4.0 (E) VENTED CRAWLSPACE
W4
F5 F4 F3
3'-0" W4
4'-0" NEW ADDITION
2
G
= W5 D13 (N) BATH
4'-1" 3'-4"
5'-10 1/4"
(N) BEDROOM 3 3'-1 3/4"D21
DW
DN
5'-0"
CL. (N) STORAGE 5'-3 1/2" (N) DINING
EGRESS REMOVE WINDOW
D3
AND FILL IN WITH
11'-4 1/2"
8'-10 1/2" F23 =
FRAMING ALIGN NEW FRAMING
CONVERT TO EGRESS WINDOW STAIRS:
W4 TO CORNER (E) WALL
SILL AT +44" A.F.F. MAX. 14RISERS 1 3'-9 3/4" (N) KITCHEN
AT 7" 2X4 INTERIOR WALL, TYP. _______ VAULTED CEILING 4/12 SLOPE REMOVE SIDING
A4.1
S LINEN S 13'-1 7/8" WH 1/2" AIR GAP FROM CONCRETE 12'-0" ON EXT. WALL
5'-6 1/4"
2'-0" W3
F22
12'-10 1/8" STAIR OPENING 5'-8 5/8" Range
D18 D17 D16 3'-6"
8'-0 3/8" FULL HEIGHT WALL
F
3'-10"
D19 2 D15 STUB FOR _______3 6'-4 7/8"
S/CM _______ 7'-9 1/8" STAIR OPENING FUTURE SINK A4.2 (E)
WIN. COULD REMAIN
A4.2 1
24'-0" 3'-11 5/8" GRINDER
(N) MECH. 2'-9 7/8" PUMP
STORAGE CL VANITY ABV. _______3 ISLAND 10' X 5' S PANTRY (E) MASTER
BEDROOM
CLOSET
A4.0 DBL OVEN
7'-10 1/8" D 28'-0" Oven
E
ALIGN 8'-1 1/4" D14 CL TOILET ABV.
3'-6"
ALIGN WALL ON CENTER W/POST
28'-0" EXISTING BASEMENT FLUSH INSIDE FACE OF WALL
9'-0 5/8"
OF POST 7'-0" (N) SKYLIGHT OVER
THE STAIRS
TO INSIDE FACE OF BEAM (N)GLULAM
2'-0"
C BEAM ABV. (E) DOOR
OPENING
Refrigerator
CL SHOWER DRAIN ABV. ALTER AS
NEEDED PER DOOR
CL VANITY ABV.
8'-8 1/8" W3 LOCATE WITHIN 3' OF PEAK D9 SELECTION
F21
F24 W5 D20 CL WASHER ABV.
Date Copyright 2020 Sno Valley Cottages, LLC
All rights reserved.
EGRESS
(N) OFFICE (N) BONUS ROOM (N)6X6 POST-BEARING TO CABINETS/COUNTER 4'-0" 3'-3 1/2" 2'-10
1/4" 4'-0 1/8" 2'-4" 2'-6"
F6 (N) WALL BELOW TO FTG.
5'-11 3/8" INSTALL PERMANENT W1
9'-2 3/4" DEHUMIDIFIER IN F25
2'-1 1/2" _______1 No.
CL TOILET ABV. 3'-4 1/2" BASEMENT, DISCHARGE TO S
A4.1
P-TRAP
(N) BATHROOM
13'-4" TO CL OF (E) BEAM AND POSTS D8 CL.
=
B MATCH
CL PLUMBING WALL ABV.
DIM. TO =
D10
CL SHOWER DRAIN ABV. 2'-11" WALL AT +42" A.F.F. D7
FACE OF 15'-6 1/2"
W6 _______2
66" VANITY 5'-11 1/4"
4'-0" CONC. A4.2 DN 4'-9"
= 5'-4"
15'-11 1/4" TO STAIR OPENING CLOSET
3'-10 7/8"
1'-2" MIRROR DIM. ON FIREPLACE CENTER 7'-9 1/8" =
CONFIRM RO WITH POCKET DOOR SPECS (2)2X
FIREPLACE
D11
3 1/2"
D
3'-3 1/2"
SHOWER/TOILET
A MATCH (N) GREAT ROOM
=
FLAT CEILING AT 7' 10-3/4"
EXISTING RESIDENCE
F20
4'-0"
2'-0"
MIRROR DIM. ON FIREPLACE CENTER REBUILD FP AT INTERIOR (N)6x6 POST-BEARING TO METAL RAILING 3'-1" 3'-8 1/4"S/CM SHOWER
4'-3 1/2"
F7 AT +36" A.F.F. 4'
W X 3' D = Issue Date
TO CENTER BEAM BELOW
C
ON BEAMS ABV. AND STAIR D4 D5
S
ADD 2' X 2' SKYLIGHT ABOVE
F8
7'-6"
9'-0 1/2" 30'-1 3/8"
W1
(N) GLULAM BEAM ABV. 42" VANITY
4'-9 7/8"
(N)
BEDROOM 2 F19 Author
F9 4'-2 1/2"4'-2 1/2" 3'-4 1/2"(N) BATH W2 1'-0"
Drawn by:
_______1
D12
5'-0"
A4.0 BENCH/CUBBIES/CABS
9'-7 5/8"
B
2 BASEMENT LEVEL 7'-6"
W3
F18
1/4" = 1'-0" 6'-2 7/8"
A4.0 1'-4 3/8"1'-4 3/8" CLOSET
F10 F11 F12 1'-3 1/2" 4'-5 1/2"2'-10" 2'-2" 2'-4 1/2" 6'-7 7/8"
6'-7 7/8" 4'-9 7/8" REMODEL/ADDITION FLOOR PLANS
3'-1 3/8"
EGRESS Scale:
FLOOR PLAN NOTES D1
As indicated
SMOKE ALARMS AND HEAT DETECTION
A
FRAMING: 2X6 EXTERIOR WALLS REQUIRED LOCATIONS R314.3: FRAMING - DOOR SCH. 1'-6" 3'-0"
7'-6"
SMOKE ALARMS/CARBON MONOXIDE DETECTORS SHALL BE INSTALLED IN:
2X4/6's AT INTERIOR WALLS
UNLESS NOTED OTHERWISE 1. IN EACH SLEEPING ROOM OR SLEEPING LOFT NO. DOOR SIZE HEAD HEIGHT COMMENTS F13 F14 F15
F16 F17 FILL IN 2X4 FRAMING
2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE
BASEMENT FF
AT ALL MODIFIED
SEE STRUCTURAL NOTES FOR STUD SCHEDULE. VICINITY OF THE BEDROOMS. D13 2'-6" 6'-8" 6'-8" COVERED
WINDOW OPENINGS
3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING
CONCEALED SPACES SHALL BE FIRESTOPPED IN BOTH DIRECTIONS AT BASEMENTS AND HABITABLE ATTICS. D14 2'-10" 6'-8" 6'-8" NEW ADDITION PORCH
10" ON CENTER AND AT FLOORS. TYPICAL. 4. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET FROM D15 2'-6" 6'-8" 6'-8"
THE DOOR OR OPENING OF A BATHROOM. D16 2'-4" 6'-8" 6'-8"
ALL ESCAPE OR RESCUE WINDOWS FROM SLEEPING ROOMS SHALL 4. AN ADDITIONAL SMOKE DETECTOR SHALL BE INSTALLED IN EACH
D17 1'-8" 6'-8" 6'-8" DN AA
HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. THE LOCATION WHERE THERE IS A CEILING HEIGHT CHANGE GREATER
D18 2'-6" 6'-8" 6'-8"
MINIMUM CLEAR OPENING HEIGHT DIMENSION SHALL BE 24". MINIMUM THAN 24".
CLEAR OPENING WIDTH DIMENSION SHALL BE 20". SILL HEIGHT SHALL D19 2'-6" 6'-8" 6'-8"
NOT BE MORE THAN 44" ABOVE THE FLOOR. ALTERATIONS, REPAIRS AND ADDITIONS R314.2.2 WHERE ALTERATIONS, D20 2'-6" 6'-8" 6'-8"
REPAIRS OR ADDITIONS REQUIRING A PERMIT OCCUR, OR WHERE ONE OR D21 5'-0" 6'-8" 6'-8" _______1
SHOWER COMPARTMENTS AND WALLS AROUND BATHTUBS WITH MORE SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING DEMO 2'-6" 6'-8" 6'-8" A4.0
SHOWERS SHALL BE FINISHED WITH A SMOOTH NON-ABSORBANT DWELLINGS, OR WHERE AN ACCESSORY DWELLING UNIT IS CREATED
DEMO 2'-6" 6'-8" 6'-8"
SURFACE TO NOT LESS THAN 72" ABOVE THE FLOOR (IRC R307.2). WITHIN AN EXISTING DWELLING UNIT, EACH DWELLING UNIT SHALL BE
EQUIPPED WITH SMOKE ALARMS AS REQUIRED FOR NEW DWELLINGS. MAIN LEVEL 2 6
ALL BEDROOM DOORS, AND BATHROOM DOORS IN BATHROOMS WITH AN D1 3'-0" 6'-8" 6'-8" 1 MAIN LEVEL
OCCUPANCY VENTILATION FAN SHALL BE UNDERCUT A MINIMUM OF 3/4" D2 6'-0" 6'-8" 6'-8" 1/4" = 1'-0"
ABOVE THE ADJACENT FLOOR COVERING OR PROVIDE SWEEP UNDER A4.0
D3 6'-0" 6'-8" 6'-8"
DOOR AND TRANSFER GRILLE ABOVE DOOR. HEAT DETECTION INTERCONNECTION R314.4.1 HEAT DETECTORS AND
HEAT ALARMS SHALL BE CONNECTED TO AN ALARM OR A SMOKE ALARM D4 2'-6" 6'-8" 6'-8"
PROVIDE WEATHER RESISTANT FIBER CEMENT WALLBOARD UNDER TUB THAT IS INSTALLED IN THE DWELLING. ALARMS THAT ARE INSTALLED FOR D5 2'-8" 6'-8" 6'-8"
AND SHOWER ENCLOSURE MATERIALS TO A HEIGHT OF 70" MINIMUM THIS PURPOSE SHALL BE LOCATED IN A HALLWAY, ROOM, OR OTHER D6 2'-6" 6'-8" 6'-8"
ABOVE THE DRAIN INLET. LOCATION THAT WILL PROVIDE OCCUPANT NOTIFICATION. D7 2'-6" 6'-8" 6'-8" FLOOR PLAN KEY NOTES
ARLINGTON, WA
D8 2'-6" 6'-8" 6'-8"
309 S DUNHAM AVE
ALL BEDROOM DOORS, AND BATHROOM DOORS IN BATHROOMS WITH AN COMBINATION ALARMS R314.5 COMBINATION SMOKE AND CARBON
OCCUPANCY VENTILATION FAN SHALL BE UNDERCUT A MINIMUM ? 3/4" MONOXIDE ALARMS MAY BE USED IN PLACE OF SMOKE ALARMS. D9 6'-0" 6'-8" 6'-8" NO. DESCRIPTION
ABOVE THE ADJACENT FLOOR COVERING OR PROVIDE SWEEP UNDER D10 5'-0" 6'-8" 6'-8" 1 EXISTING SEWER ~5' ABOVE FFE
DOOR AND TRANSFER GRILLE ABOVE DOOR. POWER SOURCE R314.6 SMOKE ALARMS, HEAT ALARMS, AND HEAT D11 2'-6" 6'-8" 6'-8" 2 EXISTING ELECTRICAL PANEL-150 AMP, UPGRADE TO 200 AMP
DETECTORS SHALL RECEIVE PRIMARY POWER FROM THE BUILDING D12 5'-0" 6'-8" 6'-8"
1. A CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH WIRING AND, WHEN POWER IS INTERRUPTED, SHALL RECEIVE POWER
SEPARATE SLEEPING AREA IN IMMEDIATE VICINITY OF BEDROOMS D22 2'-6" 6'-8" 6'-8"
309 S DUNHAM AVE ADDITION
FROM A BATTERY.
AND ON EACH LEVEL PER 2015 IRC R315. DEMO 2'-0" 6'-8" 6'-8"
2. A SMOKE DETECTOR SHALL BE INSTALLED IN EACH HABITABLE ROOM. INTERCONNECTIVITY R314.4 WHERE MORE THAN ONE SMOKE ALARM IS DEMO 2'-4" 6'-8" 6'-8"
3. A SMOKE DETECTOR SHALL BE CENTRALLY LOCATED ON EACH REQUIRED TO BE INSTALLED, THE ALARM DEVICES SHALL BE DEMO 5'-0" 6'-8" 6'-8"
FLOOR. INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE
DEMO 2'-6" 6'-8" 6'-8"
4. AN ADDITIONAL SMOKE DETECTOR SHALL BE INSTALLED IN EACH ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL DWELLING
DEMO 2'-6" 6'-8" 6'-8"
LOCATION WHERE THERE IS A CEILING HEIGHT CHANGE GREATER UNIT. PHYSICAL INTERCONNECTION OF SMOKE ALARMS SHALL NOT BE
THAN 24". REQUIRED WHERE LISTED WIRELESS ALARMS ARE INSTALLED AND ALL DEMO 2'-0" 6'-8" 6'-8"
5. SMOKE DETECTORS SHALL BE 110V HARDWIRED, INTERCONNECTED, ALARMS SOUND UPON ACTIVATION OF ONE ALARM.
Job No.: 23-15
WITH BATTERY BACKUP, PER 2015 IRC R314. WHERE AN ACCESSORY DWELLING UNIT IS CREATED WITHIN AN EXISTING
NOTE: A SPRINKLER SYSTEM IS NOT REQUIRED FOR THIS RESIDENCE. DWELLING UNIT ALL REQUIRED SMOKE ALARMS, IN THE ACCESSORY
DWELLING UNIT AND THE PRIMARY DWELLING UNIT, SHALL BE
INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE
ALARM WILL ACTIVATE ALL ALARMS IN BOTH THE PRIMARY DWELLING UNIT
A2.0
AND THE ACCESSORY DWELLING UNIT
DW
DN
(N) KITCHEN
(N) DINING
1
Range
Oven
(E) MASTER BEDROOM
3
S/CM
(N) BATH Refrigerator
(N) BEDROOM 3 (N) STORAGE
WH
(N) GREAT ROOM
Date Copyright 2020 Sno Valley Cottages, LLC
All rights reserved.
4 ALL LIGHTING AND SWITCH LOCATIONS
TO BE COORDINATED BETWEEN OWNER,
(N) BATHROOM No.
GENERAL CONTRACTOR AND ELECTRICIAN,
6
DESIGNER TO BE CONSULTED AS NEEDED
EXISTING
FURNACE
SHOWER/TOILET
REMOVE (N) MECH.
2
5
(N) OFFICE (N) BONUS ROOM
Issue Date
ALL LIGHTING AND SWITCH LOCATIONS (N) BATH
TO BE COORDINATED BETWEEN OWNER,
GENERAL CONTRACTOR AND ELECTRICIAN, 2
DESIGNER TO BE CONSULTED AS NEEDED
(N) BEDROOM 2
Drawn by:Author
ELECTRICAL & MECHANICAL
2 BASEMENT MEP
A4.0 1/4" = 1'-0"
Scale:
As indicated
DN
1 MAIN LEVEL MEP
1/4" = 1'-0"
A4.0
VENTILATION REQUIREMENTS HEATING REQUIREMENTS SPRINKLERS GENERAL ELECTRICAL NOTES
MEP KEY NOTES
EQUIPMENT BY OTHERS
BUILDING DESIGN HEAT LOAD 27,240 BTU/HR NOT APPLICABLE NO.
DESCRIPTION
IRC M1505 EQUATION 15-1: MAXIMUM HEAT EQUIPMENT OUTPUT 34,050 THIS ELECTRICAL PLAN IS THE ARCHITECT'S SUGGESTED LAYOUT. THE ELECTRICAL CONTRACT 1 VENT HOOD
MIN. 100CFM
WHOLE HOUSE CONTINUOUS RATE CALCULATION: BTU/HR IS ON A DESIGN-BUILD BASIS. ELECTRICAL CONTRACTOR'S DESIGN SHALL BE APPROVED BY
2 BATHROOM
EXHAUST FAN MIN. 50CFM
(0.01 X 2213 SQFT) + (7.5 X (3 BEDROOMS+1)) = 52 CFM CONTINUOUS VENTILATION THE OWNER AND SHALL CONFORM TO THE APPLICABLE ELECTRICAL CODE REGARDLESS OF
DUCTED HEATPUMP SYSTEM WHAT IS SHOWN IN THIS DRAWING. 3 PANASONIC
WHISPER 50/80/110 ON TIMER
WHOLE HOUSE INTERMITTENT VENTILATION CALCULATION: BASED ON 12.4 BTU PER SF OF SPACE 4 RHEEM PROTERRA-INTAKE
AND EXHAUST TO EXTERIOR ARLINGTON, WA
52CFM X 2 (FACTOR BASED ON 50% RUN TIME)= 102 CFM 50% INTERMITTENT VENTILATION WELL EQUIPMENT ALL SWITCHES, OUTLETSAND ENVIRONMENTAL CONTROLS SHALL BE MOUNTED NOT LESS 5 MITSUBISHI
HYPERHEAT HEAT PUMP 309 S DUNHAM AVE
THAN 15"NOR MORE THAN 72" ABOVE THE FINISHED FLOOR AND SHALL BE ALIGNED
6 MITSUBISHI
AIR HANDLER IN MECH.
WHOLE HOUSE VENTILATION PROVIDED BY WHOLE HOUSE FAN VERTICALLY, U.N.O.
NOT APPLICABLE
ON A TIMER SET TO CONTINUOUS WITH LOCK OUT OR 50% IF
INTERMITTENT OPERATION PREFERRED: APPLIANCES DESIGNED TO BE FIXED IN POSITION SHALL BE SECURELY FASTENED IN PLACE.
EQUIPMENT = PANASONIC WHISPER FV-0511VK3 50/80/110 CFM
WATER HEATERS SHALL BE ANCHORED OR STRAPPED AT POINTS WITHIN THE UPPER 1/3 AND
309 S DUNHAM AVE ADDITION
BATHROOM VENTILATION: WATER STORAGE LOWER 1/3 TO RESIST EARTHQUAKE.
VENTILATION WHICH WILL PROVIDE AT LEAST 50 CFM
VENTILATION LIGHT FIXTURES THAT SERVE TO ILLUMINATE INTERIOR STAIRS SHALL BE LOCATED IN THE
CITY WATER IMMEDIATE VICINITY OF EACH STAIR LANDING AND SHALL PROVIDE A MIN. LIGHTING LEVEL OF
KITCHEN VENTILATION: 1 FOOT-CANDLE MEASURED AT CENTER OF TREADS AND LANDINGS PER IRC R303.6.
EQUIPMENT WILL PROVIDE AT LEAST 100CFM VIA EXTERIOR
VENTED HOOD OVER STOVE
Job No.: 23-15
A2.1
4" TIGHTLINE TO DRYWELL
_______2
1 3 4 5 7 8 9
A4.0
4" / 12"
4" / 12"
2'-0"
I
DO NOT LOCATE PLUMBING
MATCH EXISTING OVERHANG THIS SIDE
VENTS IN THE SOLAR READY ZONE
1
_______2
SOLAR READY ZONE 372SF
_______4 A4.1
A4.2
ADJUST OVERHANG SO FASCIA IS ABOVE EXISTING ROOF OR TO MATCH EXISTING
15'-9 1/4"
RIDGE VENT
H
G
RJ 3 RJ
5'-1 7/8"
2 DS
RJ
F
3
_______
RJ
A4.2
_______3
A4.0
RJ E
Date Copyright 2020 Sno Valley Cottages, LLC
All rights reserved.
No.
RJ
RJ 5 5
RIDGE VENT
2 RIDGE VENT
RJ 1
_______
A4.1
DS
DS
4" / 12"
ROOF PLAN KEY NOTES _______2
4
ROOF PLAN LEGEND A4.2 4" / 12"
NO. DESCRIPTION RIDGE VENT
RJ
1 SOLAR READY ZONE
Issue Date
GUTTER (DOUBLE LINE)
2 DOWNSPOUT TO TIGHTLINE TO DRYWELL
D
3 30-YEAR ASPHALT ROOF 4" / 12" RIDGE VENT
DS DOWNSPOUT LOCATION 4 DOWNSPOUT TO TIGHTLINE TO RAIN GARDEN OR SWALE
5 OVERFRAME
OVER EXISTING 4" / 12"
SOLAR READY AREA
ROOF PER STRUC.
C ROOF PLAN
OVERFRAME OVER EXISTING ROOF PER STRUC.
Drawn by:Author
BUILDING OUTLINE
RJ
ROOF PLAN NOTES
RJ RJ
DS = DOWNSPOUT (4" SOLID PIPE TIGHTLINED INDEPENDENT OF INSTALL MINIMUM ONE FALL-ARREST BRACKET
Scale:
FOOTING DRAIN) TO BMP AS NOTED ON SITE PLAN. CENTRALLY LOCATED
B As indicated
ROOF SYSTEM PER ENGINEER PER IRC 324.6.1 - MIN. (3) 36" PATH AND 18" PATH AT
• SHALL HAVE DESIGN DETAILS AND DRAWINGS ON SITE FOR RIDGE
5
FRAMING INSPECTION
• SHALL BE INSTALLED AND BRACED PER MANUF. SPECS. 4 RJ RJ
RJ
A
PER IRC AT103.3 - SOLAR READY ZONE MIN. 300 SF
(CALC PROVIDED): DS RIDGE VENT
RJ 5
ON HOUSE 372SF PROVIDED MATCH EXISTING ROOF 4" / 12" 4" / 12"
10
ATTIC VENTILATION CALCULATIONS: RJ
4
RIDGE VENT = 21.5 SQ. IN. PER LINEAR FT.
DS
ROOF JACK =38 SQ. IN. EA.
BIRD BLOCKING= 3.5 SQ. IN PER LINEAR FT. ADD SOFFIT
VENTING
AA OR LOW ROOF
JACKS
AREA 1-ATTIC AREA OVER CONDITIONED= 1356SF TO EXISTING
ROOF AREA
1356SF/150 = 9.04 SF REQUIRED
MATCH EXISTING ROOF
34LF RIDGE VENT = 34 X 21.5 = 731SQ. IN/144= 5.07 SQ. FT.
16 EA LOW ROOF JACKS = 16 X 38= 608SQ. IN/144= 4.22 SQ. FT. 1
_______
TOTAL PROVIDED = 9.29 SQ. FT. A4.0
AREA 2-VENTED RAFTERS OVER PORCH= 401 SF
2 DUTCH HIP ROOF
401SF/150 = 2.67 SF REQUIRED 6
4" TIGHTLINE TO RAIN GARDEN OR SWALE SEE ELEVATIONS TO MATCH NORTH FACING EXISTING
AND 3D FOR ADDITIONAL ROOF STYLE
12LF RIDGE VENT = 12 X 21.5 = 258SQ. IN/144= 1.79 SQ. FT.
28LF BIRD BLOCKING = 28 X 3.5 = 98SQ. IN/144= .68 SQ. FT. MATCH EXISTING ROOFVISUAL INFO
ARLINGTON, WA
2 EA LOW ROOF JACKS = 2 X 38= 76SQ. IN/144= .52 SQ. FT.
4" TIGHTLINE TO RAIN GARDEN OR SWALE 309 S DUNHAM AVE
TOTAL PROVIDED = 2.99 SQ. FT.
1 WORK - ROOF
1/4" = 1'-0"
A4.0
309 S DUNHAM AVE ADDITION
Job No.: 23-15
A2.2
1 2 3 4 5 7 8 9 1 2 3 4 5 7 8 9
DEMO EXISTING DECK
EXISTING ROOF OVERHANG
AND ROOF COVERING
TO BE CUT BACK FLUSH TO GRID F
SEE DETAIL 1/A4.2
EXISTING WALL COULD
REMAIN IN PLACE AND FILL IN
DOOR OR REFRAME PER NEW FLOOR PLAN 2'-0"
F
F
2'-0"
E
E
EXISTING ROOF OVERHANG
TO BE CUT BACK FLUSH TO GRID E
SEE DETAIL 1/A4.2 1'-6 1/2"
WALL TO REMAIN IN PLACE AS BEARING
WALL. WILL BE MODIFIED AT ENDS, (E) BEDROOM
Date Copyright 2020 Sno Valley Cottages, LLC All rights
reserved.
TEMP 2X4 WALL TO SUPPORT
SEE FRAMING PLANS FOR DIMENSIONS (E) KITCHEN
ROOF DURING WALL REMOVAL
-COULD REFRAME WALL IF DESIRED
AND HEADER REPLACEMENT
No.
BUT PROVIDE TEMPORARY SUPPORT WALL
(E) MECHANICAL PRIOR TO REMOVAL OR MODIFICATION
REMOVE EXISTING
SKYLIGHT STAIR
(E) LAUNDRY
LEAVE IN PLACE TEMP.
REMOVE ON NEW WALL
AT BED TO BATH IN PLACE
LEAVE IN PLACE TEMP.
(E) LIVING ROOM DEMO WALL TO HERE
AND REFRAME?
LEAVE WALL IN PLACE AS TEMPORARY
(E) BATH
ROOF SUPPORT UNTIL NEW
BEAMS INSTALLED PER STRUC.
CONSIDER REFRAME
D
D
DOOR OPENING
Issue Date
DEMO EXISTING WALLS, NON-BEARING
LEAVE IN PLACE TEMP.,
C REMOVE ONCE NEW WALL AT
C
LAUNDRY/BATHROOM IN PLACE
USE TEMP WALLS AS
(E) BONUS ROOM NEEDED FOR HEADER
REPLACEMENTS PER
Drawn by:Author
LEAVE IN PLACE TEMP., REMOVE ONCE NEW WALL
BEST PRACTICES
DEMOLITION PLAN
(E) BEDROOM BETWEEN BED AND BATH IN PLACE
FILL IN FRAMING
REMOVE HEADER AND WALL (E) DINING
(E) BEDROOM
10'-1 5/8"
B
B
Scale:
1/4" = 1'-0"
6 6
A
A
USE TEMP WALLS AS
10
10
NEEDED FOR HEADER
DEMO CONCRETE STAIRS
REPLACEMENTS PER
SAW CUT CONCRETE AS
BEST PRACTICES
NECESSARY TO ENSURE
CLEAN REMOVAL
AA EXISTING ROOF OVERHANG AA
TO BE CUT BACK FLUSH TO GRID A
2 BASEMENT DEMOLITION PLAN 1 MAIN LEVEL DEMOLITION PLAN
1/4" = 1'-0" 1/4" = 1'-0"
A4.0 A4.0
ARLINGTON, WA
309 S DUNHAM AVE
309 S DUNHAM AVE ADDITION
Job No.: 23-15
A3.0
1 2 3 4 5 7 8 9
2 3/4"
2 3/4"
I
SONOTUBE O/24" BIG FOOT BF24 FOOTING
VERIFY WITH STRUC.
28'-0 1/2"
14'-0 1/4" 14'-0 1/4"
H
3'-0"
G
DOWEL AND EPOXY
PER STRUC,
11'-4 1/2"
6" STEM WALL ~2' TALL KITCHEN SINK WASTE LINE
FOOTING AND NOT DRIVING
DIMENSION
15'-0" REBAR PER STRUC.
PROPOSED ADDITION MAY NEED
KNOCK OUT
DRIVING DIMENSION
12'-0" FOR PLUMBING
WASTE LINE
VENTED CRAWLSPACE FROM KITCHEN
TO BASEMENT
DOWEL AND EPOXY INSTALL 10 MIL VAPOR
PER STRUC. BARRIER OVER GROUND
F
EXISTING FULL HEIGHT BASEMENT FOUNDATION WALL (E) STEM WALLS
4'-0"
(N) STAIR OPENING
E
FOUNDATION VENT, 5 EA
LOCATE WITHIN 3' OF CORNERS
Date Copyright 2020 Sno Valley Cottages, LLC
All rights reserved.
No.
RECOMMEND INSTALLATION
OF INTERIOR FOOTING DRAIN
SYSTEM, BY OTHERS
TIE INTO SUMP PUMP
DISCHARGE SUMP INTO
TIGHTLINE TO DRYWELL OR
RAIN GARDENS
WH
12'-10 1/8" (N) STAIR OPENING
GRINDER PUMP LOC.
PLUMBER TO VERIFY
POSSIBLE SUMP LOCATION
CL VANITY ABV.
Issue Date
D
CL TOILET ABV.
7'-9 1/8" (N) STAIR OPENING
7'-0"
EXISTING BASEMENT
C
CL VANITY ABV. CL
SHOWER DRAIN ABV. Drawn by:Author
8'-8 1/8"
CL WASHER ABV.
(N) BONUS ROOM
CL TOILET ABV. 3'-4 1/2"
FOUNDATION & FRAMING PLAN
FOUNDATION PLAN NOTES
B Scale: As indicated
CL PLUMBING WALL ABV.
CRAWLSPACE VENTILATION CALCULATIONS: CL SHOWER DRAIN ABV. 2'-11"
15'-6 1/2"
FOUNDATION VENT = 72.5 SQ. IN. PER EA. 16X8 UNIT
AREA 1-NEW CRAWLSPACE= 347SF 1'-2"
347SF/150 = 2.31 SF OR 332 SQ. IN. REQUIRED
A
5 FOUNDATION VENTS = 5 X 72.5 = 362.5 SQ. IN PROVIDED
DROP PLUMBING WASTE FROM ABOVE
TO NEW BASEMENT WALL,
10
SAW CUT FROM THIS LOCATION TO
GRINDER PUMP LOC. PER PLUMBER
PLUMBING WALL AA
(VERIFY FIXTURE
LOCATION WITH
CABINETRY)
1 PLAN NOTE
1 FOUNDATION PLAN 6
SPOT ELEVATION
1/4" = 1'-0"
A4.0
ARLINGTON, WA
309 S DUNHAM AVE
E E ELECTRIC
W W WATER
309 S DUNHAM AVE ADDITION
DOWNSPOUT LOCATION
DS
Job No.: 23-15
A3.1
2
_______ 2
_______
A4.1
A4.1
PROPOSED ADDITION
3
NEW ROOF BEYOND
ELEVATION KEY NOTES
DUTCH HIP TO MATCH NORTH ELEVATION ROOF STYLE
8 TOP OF RIDGE 191'-10" TOP OF RIDGE
191'-10"
NO. DESCRIPTION
1 (N) ASPHALT ROOF
2 WRAP POSTS IN PWW
2 OR 3 EQUAL RISERS
IF 3 OR MORE HANDRAIL
3 HARDIE LAP SIDING-8" REVEAL, VERIFY WITH OWNER
REQUIRED PER IRC 4" / 12" 1
4 TREX DECK FASCIA
3 3
_______ _______
5 1X6 PWW TRIM OR HARDIE TRIM
A4.2 4" / 12" A4.2
4" / 12"
6 (N) 5" GUTTER
7 TREX DECKING OR EQUIV.
TOP PLATE 186'-0 3/4" TOP PLATE
186'-0 3/4"
8 1X10 PWW TRIM OR HARDIE TRIM
F14
D1 2
F22 3
F1 F2 F3 F4 F5 F10 F11 F12 F15 F16 F17
D2
2 F13
7'-10 3/4"
7
4
DOOR FRAMING SCHEDULE
MAIN LEVEL 178'-2" MAIN LEVEL
178'-2"
NO. DOOR SIZE HEAD HEIGHT COMMENTS
GRADE 176'-10" GRADE
176'-10" BASEMENT FF
D13 2'-6" 6'-8" 6'-8"
D14 2'-10" 6'-8" 6'-8"
D15 2'-6" 6'-8" 6'-8"
D16 2'-4" 6'-8" 6'-8"
D17 1'-8" 6'-8" 6'-8"
D18 2'-6" 6'-8" 6'-8"
D19 2'-6" 6'-8" 6'-8"
D20 2'-6" 6'-8" 6'-8"
D21 5'-0" 6'-8" 6'-8"
BASEMENT FF 170'-0" BASEMENT
FF 170'-0"
DEMO 2'-6" 6'-8" 6'-8"
DEMO 2'-6" 6'-8" 6'-8"
MAIN LEVEL
2 EAST ELEVATION 1 WEST ELEVATION
D1 3'-0" 6'-8" 6'-8"
D2 6'-0" 6'-8" 6'-8"
1/4" = 1'-0" 1/4" = 1'-0"
A2.0 A2.0
D3 6'-0" 6'-8" 6'-8"
D4 2'-6" 6'-8" 6'-8"
D5 2'-8" 6'-8" 6'-8"
D6 2'-6" 6'-8" 6'-8"
D7 2'-6" 6'-8" 6'-8"
D8 2'-6" 6'-8" 6'-8"
D9 6'-0" 6'-8" 6'-8"
D10 5'-0" 6'-8" 6'-8"
PROPOSED ADDITION EXISTING RESIDENCE PROPOSED PORCH ADDITION
D11 2'-6" 6'-8" 6'-8"
D12 5'-0" 6'-8" 6'-8"
D22 2'-6" 6'-8" 6'-8" Date
Copyright 2020 Sno Valley Cottages, LLC
All rights reserved.
4
DEMO 2'-0" 6'-8" 6'-8"
_______
A4.2 OVERFRAME NEW ROOF
DEMO 2'-4" 6'-8" 6'-8"
SIDING TO MATCH ON EXISTING
DEMO 5'-0" 6'-8" 6'-8" No.
AND NEW ADDITION
DEMO 2'-6" 6'-8" 6'-8"
REPLACE FASCIA AS NEEDED
DEMO 2'-6" 6'-8" 6'-8"
DEMO 2'-0" 6'-8" 6'-8"
TOP OF RIDGE 191'-10"
OVERFRAME NEW ROOF
1 4" / 12" 4" / 12"
FRAMING - WINDOW SCH.
6
MARK SIZE (W x H) HEAD HEIGHT REMARKS
F1 2'-6"x4'-6" 6'-8"
3" / 12"
TOP PLATE 186'-0 3/4"
F2 2'-6"x4'-6" 6'-8"
F3 2'-0"x3'-6" 6'-6" VENT-FIXED-V
ENT Issue Date
15'-0" _______2
F4 4'-0"x3'-6" 6'-6" VENT-FIXED-V
A4.2
ENT
2 5 F6 3
F7 F8 F9
F5 2'-0"x3'-6" 6'-6" VENT-FIXED-V
ENT
2 OR 3 EQUAL RISERS 7'-10 3/4"
F6 2'-6"x4'-6" 7'-0"
7 IF 3 OR MORE HANDRAIL
F7 2'-6"x4'-6" 7'-0" VENT-FIXED-V ELEVATIONS
4 4 REQUIRED PER IRC
ENT Author
Drawn by:
F8 2'-6"x4'-6" 7'-0" VENT-FIXED-V
ENT
MAIN LEVEL 178'-2"
F9 2'-6"x4'-6" 7'-0" VENT-FIXED-V
ENT
GRADE 176'-10"
F10 2'-6"x4'-6" 7'-0" VENT-FIXED-V
ENT
F11 2'-6"x4'-6" 7'-0" VENT-FIXED-V
ENT Scale:
F12 2'-6"x4'-6" 7'-0" VENT-FIXED-V 1/4" = 1'-0"
ENT
F13 1'-6"x5'-0" 6'-8"
F14 3'-0"x1'-6" 7'-0" VENT-FIXED-V
ENT
F15 2'-6"x4'-6" 7'-0" VENT-FIXED-V
BASEMENT FF 170'-0"
ENT
F16 2'-6"x4'-6" 7'-0" VENT-FIXED-V
ENT
F17 2'-6"x4'-6" 7'-0" EGRESS
F18 2'-6"x4'-6" 7'-0" FIXED-FIXED
3 NORTH ELEVATION
F19 2'-6"x4'-6" 7'-0" FIXED-FIXED
A2.0 1/4" = 1'-0"
F20 2'-0"x3'-6" 7'-0"
F21 2'-6"x4'-6" 7'-0" EGRESS
F22 5'-0"x3'-6" 6'-11 1/2" EGRESS
F23 3'-0"x3'-0" 6'-8" EGRESS
F24 3'-0"x1'-6" 7'-1"
F25 3'-0"x1'-6" 7'-1"
ARLINGTON, WA
309 S DUNHAM AVE
309 S DUNHAM AVE ADDITION
Job No.: 23-15
A4.0
ELEVATION KEY NOTES
NO. DESCRIPTION
1 (N) ASPHALT ROOF
4
_______
A4.2
2 WRAP POSTS IN PWW
PROPOSED PORCH ADDITION PROPOSED ADDITION
3 HARDIE LAP SIDING-8" REVEAL, VERIFY WITH OWNER
4 TREX DECK FASCIA
5 1X6 PWW TRIM OR HARDIE TRIM
6 (N) 5" GUTTER
TOP OF RIDGE 191'-10"
7 TREX DECKING OR EQUIV.
8 1X10 PWW TRIM OR HARDIE TRIM
3" / 12"
4" / 12"
3" / 12" TOP PLATE 186'-0
3/4"
2
_______
DOOR FRAMING SCHEDULE
F20 A4.2
F18 F19 F21
NO. DOOR SIZE HEAD HEIGHT COMMENTS
D3
BASEMENT FF
7'-10 3/4"
D13 2'-6" 6'-8" 6'-8"
D14 2'-10" 6'-8" 6'-8"
D15 2'-6" 6'-8" 6'-8"
D16 2'-4" 6'-8" 6'-8"
MAIN LEVEL 178'-2"
D17 1'-8" 6'-8" 6'-8"
D18 2'-6" 6'-8" 6'-8"
GRADE 176'-10"
D19 2'-6" 6'-8" 6'-8"
D20 2'-6" 6'-8" 6'-8"
D21 5'-0" 6'-8" 6'-8"
DEMO 2'-6" 6'-8" 6'-8"
DEMO 2'-6" 6'-8" 6'-8"
MAIN LEVEL
D1 3'-0" 6'-8" 6'-8"
D2 6'-0" 6'-8" 6'-8"
D3 6'-0" 6'-8" 6'-8"
BASEMENT FF 170'-0"
D4 2'-6" 6'-8" 6'-8"
D5 2'-8" 6'-8" 6'-8"
D6 2'-6" 6'-8" 6'-8"
D7 2'-6" 6'-8" 6'-8"
D8 2'-6" 6'-8" 6'-8"
D9 6'-0" 6'-8" 6'-8"
1 SOUTH ELEVATION
D10 5'-0" 6'-8" 6'-8"
A2.0 1/4" = 1'-0"
D11 2'-6" 6'-8" 6'-8"
D12 5'-0" 6'-8" 6'-8"
D22 2'-6" 6'-8" 6'-8" Date
Copyright 2020 Sno Valley Cottages, LLC
All rights reserved.
DEMO 2'-0" 6'-8" 6'-8"
DEMO 2'-4" 6'-8" 6'-8"
DEMO 5'-0" 6'-8" 6'-8" No.
DEMO 2'-6" 6'-8" 6'-8"
R2-VENTED ROOF OVER UNCONDITIONED: W4-2X6 EXTERIOR WALL R-26:
DEMO 2'-6" 6'-8" 6'-8"
• 30-YEAR ASPHALT ROOFING • 1/2 GYPSUM
DEMO 2'-0" 6'-8" 6'-8"
• WRB WATER-30# TAR PAPER • 2X6" DF
• 1/2" PLYWOOD SHEATHING • BLOWN IN CELLULOSE OR BATT R-20
• 2X OR LVL RAFTERS PER STRUC. • 1 1/2" ZIP R-SHEATHING R-6
• VENTED RIDGE • SIDING PER OWNER SPEC.
• SOFFIT-T AND G PINE OR EQUIV.
• EXTERIOR GRADE PAINT OR STAIN
FRAMING - WINDOW SCH.
MARK SIZE (W x H) HEAD HEIGHT REMARKS
I 4 H G F E (N) GLULAM HEADER D C B A AA
_______ PER STRUC.
F1 2'-6"x4'-6" 6'-8"
A4.2
F2 2'-6"x4'-6" 6'-8"
INSTALL ROOF JACKS AT
F3 2'-0"x3'-6" 6'-6" VENT-FIXED-V
OVERFRAMED AREAS CUT VENT HOLES 6" X 6" BETWEEN (E) ATTIC
ENT Issue Date
AND OVERFRAMED AREAS
(N) GLULAM PER
F4 4'-0"x3'-6" 6'-6" VENT-FIXED-V
STRUC. EXTEND SLOPE OF (E) ROOF TO NEW RIDGE TOP OF RIDGE 191'-10"
ENT
F5 2'-0"x3'-6" 6'-6" VENT-FIXED-V
ENT
2X RAFTERS PER STRUC.
F6 2'-6"x4'-6" 7'-0"
4" / 12"
F7 2'-6"x4'-6" 7'-0" VENT-FIXED-V
ENT Author
Drawn by:
F8 2'-6"x4'-6" 7'-0" VENT-FIXED-V
VAULTED CEILING
ENT
(E) ATTIC-2X4 RAFTERS, 2X6 CEILING JOISTS
F9 2'-6"x4'-6" 7'-0" VENT-FIXED-V
TOP PLATE 186'-0 3/4"
ENT ELEVATIONS AND SECTIONS
W4
F10 2'-6"x4'-6" 7'-0" VENT-FIXED-V
ENT
2
_______ 15'-0"
F11 2'-6"x4'-6" 7'-0" VENT-FIXED-V
(N) COVERED PORCH A4.2 (N) GREAT ROOM
ENT Scale:
(N) KITCHEN (E) (5) 2X8 BUILT
F12 2'-6"x4'-6" 7'-0" VENT-FIXED-V 1/4" = 1'-0"
(N) COVERED PORCH
UP BEAM
ENT
7'-10 3/4"
F13 1'-6"x5'-0" 6'-8"
6'-11 1/4"
F14 3'-0"x1'-6" 7'-0" VENT-FIXED-V
DECK FRAMING PER STRUC.
ENT
F15 2'-6"x4'-6" 7'-0" VENT-FIXED-V
_______1 MAIN LEVEL 178'-2"
ENT
A4.2
F16 2'-6"x4'-6" 7'-0" VENT-FIXED-V
GRADE 176'-10"
ENT
F17 2'-6"x4'-6" 7'-0" EGRESS
(N) VENTED CRAWLSPACE
F18 2'-6"x4'-6" 7'-0" FIXED-FIXED
F19 2'-6"x4'-6" 7'-0" FIXED-FIXED
F20 2'-0"x3'-6" 7'-0"
W5 W5
W1
F21 2'-6"x4'-6" 7'-0" EGRESS
W6 (N) BEDROOM 3
(N) MECH. (N) OFFICE
F22 5'-0"x3'-6" 6'-11 1/2" EGRESS
F23 3'-0"x3'-0" 6'-8" EGRESS
F24 3'-0"x1'-6" 7'-1"
F25 3'-0"x1'-6" 7'-1"
BASEMENT FF 170'-0"
(N) FOOTING PER STRUC.
W5-2x4 BASEMENT WALL:
FL2-FLOOR OVER CRAWLSPACE: • NO WATERPROOF COATING ON CONCRETE FL3-FLOOR OVER CONDITIONED:
ARLINGTON, WA
• FINISH FLOORING PER OWNER SPEC. • 2" RIGID EPS FOAM • FINISH FLOORING PER OWNER SPEC.
309 S DUNHAM AVE
• 3/4 T&G FLOOR SHEATHING • 2X4 STUD WALL W/ MINERAL WOOL INSUL. R-15 • 3/4 T&G FLOOR SHEATHING
• 11 7/8 TJI • 1/2" GYPSUM • 2X8 ROUGH SAWN FLOOR JOISTS
• BATT INSULATION R-30 • NON-PVA WALL PRIMER • 5/8 GYPSUM
• VENTED CRAWLSPACE • LOW OR NO VOC LATEX PAINT
• 10MIL VAPOR BARRIER OVER GROUND
309 S DUNHAM AVE ADDITION
2 Section 1
1/4" = 1'-0"
A2.0
Job No.: 23-15
A4.1
3
4 5 7 _______ 8
A4.2
E
2
4 _______
A4.1
9 8 7 5 3 2 1
MAIN LEVEL 178'-2"
GRADE 176'-10"
RAFTERS 2" ABOVE BEAM TO ALLOW FOR VENTING
2"
191'-10" TOP OF RIDGE
8'-2"
2X6 WALL OVER BEAM TO
UNDERSIDE OF (N) ROOF
EXISTING WALL PLATE TO REMAIN CUT VENT
_______3
OR BE REMOVED, FIELD FIT OPENINGS IN EXISTING
A4.2 OPTIONAL T AND G PINE SOFFIT
SHEATHING BETWEEN ATTIC
WALL OVER BEAM TO UNDERSIDE OF NEW ROOF
BASEMENT FF 170'-0"
OVERFRAMED ATTIC AND OVER FRAMED AREAS TO ALLOW
2X6 WALL OVER BEAM TO UNDERSIDE OF (N) ROOF
AIR FLOW TO ROOF JACKS AND RIDGE
186'-0 3/4" TOP PLATE
R-21 BATT INSULATION
CUT BACK (E) RAFTER
ENDS FLUSH TO NEW WALL
13'-6" FFE TO TOP OF BEAM
ATTIC
(E) 2X4 ROOF RAFTER
7'-10 3/4"
TOP PLATE 186'-0 3/4"
2 Stair Section 2
1/4" = 1'-0" DIMENSION IS TO TOP
5/8 GYP., TYP. CEILINGS
A2.0
OF FLOOR SHEATHING AT
GLULAM BEAM PER STRUC.
178'-2" MAIN LEVEL INTERIOR
176'-10" GRADE (N) GLULAM BEAM HEADER
PER STRUC.
E D
2X PT DECKING PER STRUC.
TREX DECKING OR EQUIV.
TOP PLATE 186'-0 3/4"
Date Copyright 2020 Sno Valley Cottages, LLC
All rights reserved.
2
_______ 4 Section 2
No.
A4.2
1/4" = 1'-0"
OPEN TO ABOVE A2.0
PROPOSED KITCHEN
OPEN TO STAIRCASE
BEYOND
RAILING AT 36" A.F.F.
MAIN LEVEL 178'-2"
GRADE 176'-10"
12'-10 3/8"
WINDER
Issue Date
8'-2" TREAD
(N) FULL HEIGHT WALL
(N) HALF WALL BEYOND
5'-3" BEHIND PANTRY CABINETS
WINDER TREAD TO LANDING
BASEMENT FF 170'-0"
Drawn by:Author
WALL SECTIONS AND STAIRS
Scale:
3 Stair Section 3
MAIN LEVEL 178'-2" As indicated
1/4" = 1'-0"
A2.0
(E) 2X8 FLOOR JOISTS
EXTEND FOAM TO TOP
OF CONCRETE
GRADE 176'-10"
FL2-FLOOR OVER CRAWLSPACE:
• FINISH FLOORING PER OWNER SPEC.
W5-2x4 BASEMENT WALL:
• 3/4 T&G FLOOR SHEATHING
• NO WATERPROOF COATING ON CONCRETE
(N) CRAWLSPACE
• 11 7/8 TJI
2' CLEARANCE • 2" RIGID EPS FOAM
• BATT INSULATION R-30
• 2X4 STUD WALL W/ MINERAL WOOL INSUL. R-15
10 MIL VAPOR BARRIER
• VENTED CRAWLSPACE
• 1/2" GYPSUM
• 10MIL VAPOR BARRIER OVER
• NON-PVA WALL PRIMER
GROUND
• LOW OR NO VOC LATEX PAINT
1 Section 1 - Callout 1
1" = 1'-0"
A4.1
309 S DUNHAM AVEARLINGTON, WA
309 S DUNHAM AVE ADDITION
Job No.: 23-15
A4.2
Date Copyright 2020 Sno Valley Cottages, LLC All rights reserved.
No.
1 3D NW Porch
Issue Date
3D EXTERIOR
Drawn by:Author
Scale:
ARLINGTON, WA
309 S DUNHAM AVE
309 S DUNHAM AVE ADDITION
2 3D NE Rear Porch
Job No.: 23-15
A5.0
Date Copyright 2020 Sno Valley Cottages, LLC All rights reserved.
No.
1 3D SE Rear Porch
Issue Date
3D EXTERIOR
Drawn by:Author
Scale:
ARLINGTON, WA
309 S DUNHAM AVE
309 S DUNHAM AVE ADDITION
Job No.: 23-15
A5.1
Date Copyright 2020 Sno Valley Cottages, LLC All rights reserved.
No.
Issue Date
3D INTERIOR
Drawn by:Author
Scale:
1 3D BIRDSEYE INTERIOR
ARLINGTON, WA
309 S DUNHAM AVE
309 S DUNHAM AVE ADDITION
Job No.: 23-15
2 3D BIRDSEYE INTERIOR REAR
A5.2
1 2 3 4 5 6 7 8
2 3/4"
2 3/4"
I
SONOTUBE O/24" BIG FOOT BF24 FOOTING
VERIFY WITH STRUC.
CONFIRMED. CAST 5/8" Ø ANCHOR
ROD 6" INTO SONOTUBE TO RECEIVE 28'-0 1/2"
SIMPSON ABU66Z POST BASE.
14'-0 1/4" 14'-0 1/4"
24" W X 12" CONCRETE
30" WIDE x 14" DP CONCRETE
FOOTIN GWITH (2) #5
FOOTING WITH (3) #5 BOTTOM
BOTTOM BARS
BARS EACH WAY BELOW POST
ABOVE.
11
H
S-2.0 NEW CONCRETE STEMWALL 6" THICK
3'-0" WITH #4 BAR TOP AND BOTTOM AND
VERTICALS #4 BARS @ 24" OC
G
SIMPSON STHD14 DOWEL AND EPOXY
HOLD DOWN 2'-0" NEW WALL
NEW CONCRETE FOOTING 12"
30" SQ x 14" DP CONCRETE FOOTING 11'-4 1/2" WIDE x 6" DP WITH (2) #4 BARS
6" STEM WALL ~2' TALL
WITH (3) #5 BOTTOM BARS EACH WAY. TYPICAL AT (3)
16" X 8" D FOOTING BELOW NOT DRIVING DIMENSION
15'-0" BOTTOM OF FOOTING 2'-0" BELOWREBAR PER STRUC. LOCATIONS 12
TOP OF GRADE TO DECREASE EFFECT PROPOSED ADDITION8
DRIVING DIMENSION S-2.0
12'-0"ON ADJACENT BASEMENT WALL S-2.0
VENTED CRAWLSPACE TYPICAL
DOWEL AND EPOXY
NEW WALL F
1
S-2.0 EXISTING FULL HEIGHT BASEMENT FOUNDATION WALL OLD ADDITION STEM WALLS
1
3'-0"
S-2.0
E
Copyright 2020 Sno Valley Cottages, LLC All rights reserved.
DRILL AND EPOXY 1/2" Ø
CAST 5/8" Ø ANCHOR ROD 6" 11
ANCHOR ROD 6" INTO TOP
INTO SONOTUBE TO RECEIVE
No. Date
S-3.0 OF EXISTING CONCRETE
SIMPSON ABU66Z POST BASE.
WALL.
NOT FOR CONSTRUCTION WH
24" SQ x 12" DP CONCRETE CAST 5/8" Ø ANCHOR ROD 6"
FOOTING WITH (2) #5 INTO SONOTUBE TO RECEIVE
BOTTOM BARS EACH WAY. SIMPSON ABU66Z POST BASE.
Issue Date
D
FOUNDATION PLAN NOTES:
1.STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S-1.0,
S-1.1, AND S-1.2.
C
EXISTING BASEMENT
Drawn by:Author
2.CONTRACTOR SHALL LOCATE AND VERIFY THE FOLLOWING WITH OTHERS PRIOR TO
POURING CONCRETE: ALL DOOR OPENINGS AND BLOCKOUTS IN FOUNDATION WALLS;
DRAINS AND SLOPES; ALL DUCTS, CHASES AND PIPES PER MECHANICAL, PLUMBING AND
ELECTRICAL.
FOUNDATION & FRAMING PLAN
3.TOP OF SLAB ON GRADE ELEVATION ASSUMED 0’-0â€. PROVIDE 6 MIL POLYETHELENE VAPOR
BARRIER BELOW SLAB ON GRADE AT INTERIOR SPACES.
Scale:
B
1/4" = 1'-0"
4.TOP OF WALL TO BE A MILNIMUM OF 8†ABOVE FINISHED GRADE. DAMPROOF WALLS BY
OTHERS.
5.ALL FOOTINGS AND SLABS TO BEAR ON COMPETENT NATIVE SOIL AND/OR STRUCTURAL
FILL. SUBGRADE PREPARATION, STRUCTURAL FILL, FOOTING DRAINS, AND OTHER A
REQUIREMENTS PER GEOTECH REPORT AS NOTED IN THE STRUCTURAL GENERAL NOTES.
6.ALL REINFORCING TO BE GRADE 60. PROVIDE 3†CLEAR COVER FROM BOTTOM OF 9
FOOTING.
7.ALL WOOD EXPOSED TO CONRETE, WEATHER, OR WITHIN 8†OF FINISHED GRADE SHALL BE
PRESSURE-TREATED.
8.PROVIDE HOT-DIPPED GALVANAIZED ANCHOR BOLTS AT PRESSURE TREATED SILL PLATES.
9.ADDITIONAL TYPICAL DETAILS NOT CUT ON PLAN PER S-2.0 SHEETS. NOT ALL DETAILS MAY
BE APPLICABLE.
1 FOUNDATION PLAN
1/4" = 1'-0"
ARLINGTON, WA
309 S DUNHAM AVE
VIRTUS
STAMP AND SCOPE 309 S DUNHAM AVE ADDITION
ENCOMPASSES
THE PRIMARY
STRUCTURAL ELEMENTS
AS SHOWN
IN THE REDLINE
MARKUPS, ONLY.
PROJECT: SMITH REMODEL PROJECT
NUMBER: 24081-0106
DATE: 01/16/2025
Job No.: 23-15
DESCRIPTION: FOUNDATION PLAN DRAWN BY:
CDA
A3.1
_______
-
28'-0 1/2"
14'-0 1/4" 14'-0 1/4"
9
1 - 2 3 4 5 6 7 8 9
_______
---
1 2 3 4 5 6 7 8
H DIM. TO CL OF POST
-
_______
I
---
G
(N)GLULAM BEAM ABV.
39'-1 7/8"
COVERED PORCH ADDITION
VAULTED CEILING 4/12 SLOPE
(N) VENTED CRAWLSPACE (N) FOUNDATION, SEE FDN PLAN GUARDRAILS
REQUIRED IF DECK SURFACE
MORE
THAN 30" ABOVE GRADE
-
_______
---
WINDER REQUIRED 12'-9 1/4"
TO MEET HEADROOM (E) FOUNDATION, SEE FDN PLAN
PER CODE-6'-8" MIN. 13'-9 1/4" 14'-3 1/4"
NEW ADDITION 9'-4 3/4" 4'-4 1/2" 2'-7 1/4" 4'-7" 4'-7" 2'-6" 4'-1"
F
DIM. TO
F2 F1
FACE OF DIM. TO
CONC. 10'-0 3/8" 2'-5 1/2" 6'-8 1/2" 9'-3 3/8" 9'-8 1/8" FACE OF 9'-4 3/4" 4'-4 1/2" D2
CONC. E
(E) VENTED CRAWLSPACE
H
W4
F5 F4 F3 -
_______
3'-0" --- W4
- 4'-0" 2 NEW ADDITION
_______
--- = W5 D13 (N) BATH
G
4'-3" (N) BEDROOM 3 3'-2 3/4"D21 3'-6" STUD AND SHEAR WALL PLAN NOTES:
5'-10 1/4"
DW
DN
CL. (N) STORAGE 5'-9 1/2"1.STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S-1.0,
(N) DINING
S-1.1, AND S-1.2.
EGRESS REMOVE WINDOW
D3
9'-0 1/2" = AND FILL IN WITH
11'-4 1/2"
F23 2.LUMBER GRADE PER STRUCTURAL GENERAL NOTES.FRAMING ALIGN NEW FRAMING
CONVERT TO EGRESS WINDOW STAIRS:
W4 TO CORNER (E) WALL
SILL AT +44" A.F.F. MAX. 14RISERS 3'-9 3/4" (N) KITCHEN
AT 7" 3.ALL INTERIOR NON-BEARING, NON-STRUCTURAL WALL STUD REQUIREMENTS PER2X4 INTERIOR WALL, TYP. VAULTED CEILING 4/12 SLOPE REMOVE SIDING
13'-3 7/8" WH 1/2" AIR GAP FROM CONCRETE ON EXT. WALL
5'-6 1/4"
S LINEN S STRUCTURAL GENERAL NOTES. 12'-0"
2'-0" W3
F22
13'-0 1/8" STAIR OPENING Range
D18 D17 D16 5'-10" 3'-6 5/8" 4.UNLESS NOTED OTHERWISE ON PLAN: HEADERS TO BE (2) 2x8, TO BE SUPPORTED BY (1)
7'-8 3/8"TRIMMER AND (1) KING STUD MINIMUM, CONNECTION HEADERS INTO KING STUD WITH (4) FULL HEIGHT WALL
F
3'-10"
D19 6x6 POST D15 STUB FOR TOTAL 10d END NAILS EACH SIDE. KING STUDS TO BE CONNECTED TOP AND BOTTOM WITH 6'-4 7/8"
S/CM 7'-9 1/8" STAIR OPENING FUTURE SINK 1 (E)
WIN. COULD REMAIN
24'-0" 3'-11 5/8" GRINDER (4) 10d TOE NAILS, UNLESS NOTED OTHERWISE ON PLAN.
(N) MECH. 2'-9 7/8" PUMP
STORAGE CL VANITY ABV. ISLAND 10' X 5' S PANTRY (E) MASTER
BEDROOM
CLOSET 5.ALL TRIMMERS TO BE CONTINUOUS TO FOUNDATION.
7'-10 1/8" D DBL OvenOVEN
E
28'-0"
ALIGN 8'-1 1/4" D14 CL TOILET ABV.
6x6 POST 6x6 POST 3'-6 5/8" 6.ALL BEAMS, EXCLUDING HEADERS, SHOWN ON FRAMING PLAN SHALL BE SUPPORTED BY (2)
ALIGN WALL ON CENTER W/POST -
FLUSH INSIDE FACE OF WALL BUNDLED STUDS OR 4X MEMBER, MINIMUM UNLESS NOTED OTHERWISE ON PLAN. ALL_______
9'-0 5/8"
28'-0" EXISTING BASEMENT OF POST 7'-2" --- (N) SKYLIGHT OVER
THE STAIRS
TO INSIDE FACE OF BEAM BUNDLED STUDS TO BE CONTINUOUS TO FOUNDATION.(N)GLULAM
2'-0"
C BEAM ABV. (E) DOOR
OPENING
Refrigerator
CL SHOWER DRAIN ABV. ALTER AS
NEEDED PER DOOR
CL VANITY ABV. 7.ALL EXTERIOR WALLS TO BE CONTINUOUSLY SHEATHED PER SHEAR WALL SCHEDULE
8'-10 1/8" W3 LOCATE WITHIN 3' OF PEAK D9 SELECTION
F21
F24 W5 D20 11-S3.1 “UNBLOCKED W6â€, UNLESS NOTED OTHERWISE ON PLAN.
CL WASHER ABV.
EGRESS Copyright 2020 Sno Valley Cottages, LLC
All rights reserved.
(N)6X6 POST-BEARING TO CABINETS/COUNTER 3'-3 1/2" 2'-10
1/4" 4'-0 1/8" 2'-4" 2'-6"
(N) OFFICE (N) BONUS ROOM 8.ALL SHEAR WALLS INDICATED ON PLAN TO HAVE (2) BUNDLED STUDS AT WALL ENDS, 4'-0"
F6 (N) WALL BELOW TO FTG.
6'-1 3/8"
UNLESS NOTED OTHERWISE ON PLAN. HOLD DOWNS ARE AS INDICATED ON PLAN, AND MAY W1
No. Date
9'-4 3/4" F25
2'-1 1/2"
CL TOILET ABV. 3'-4 1/2" NOT BE REQUIRED AT SOME WALLS. S
(N) BATHROOM
13'-6" TO CL OF (E) BEAM AND POSTS 9.POST BASES AND CAPS, WHERE NECESSARY, ARE INDICATED ON PLAN. D8 CL.
=
B MATCH
CL PLUMBING WALL ABV.
DIM. TO =
D10
CL SHOWER DRAIN ABV. 2'-11" 10.FABRICATE ALL STEEL COLUMNS -¼†PER FLOOR TO ALLOW FOR WOOD SHRINKAGE. WALL AT +42" A.F.F. D7
FACE OF 15'-8 1/2"
W6
66" VANITY 5'-11 1/4"
4'-0" CONC. DN 4'-9"
= 5'-4"
15'-11 1/4" TO STAIR OPENING CLOSET
11.WALL ANCHORAGE AND OTHER TYPICAL WALL FRAMING DETAILS PER SHEETS S-3.0 AND3'-10 7/8" =
CONFIRM RO WITH POCKET DOOR SPECS
1'-4" MIRROR DIM. ON FIREPLACE CENTER 7'-9 1/8"
(2)2X
NOT FOR S-3.1. NOT ALL DETAILS MAY BE APPLICABLE.CONSTRUCTIONFIREPLACE
D11
3 1/2"
D
3'-3 1/2"
SHOWER/TOILET
A MATCH (N) GREAT ROOM
=
FLAT CEILING AT 7' 10-3/4"
EXISTING RESIDENCE
F20
4'-0"
2'-0"
MIRROR DIM. ON FIREPLACE CENTER REBUILD FP AT INTERIOR (N)6x6 POST-BEARING TO METAL RAILING 3'-1" 3'-8 1/4"S/CM SHOWER
4'-3 1/2"
F7 AT +36" A.F.F. 4'
W X 3' D = Issue Date
TO CENTER BEAM BELOW
C
- ON BEAMS ABV. AND STAIR D4 D5
_______
---
S
ADD 2' X 2' SKYLIGHT ABOVE
F8
7'-6"
9'-0 1/2" 30'-1 3/8"
W1
(N) GLULAM BEAM ABV. 42" VANITY
4'-9 7/8"
(N)
BEDROOM 2 F19 Author
F9 4'-2 1/2"4'-2 1/2" 3'-4 1/2"(N) BATH W2 1'-0"
Drawn by:
D12
5'-0"
BENCH/CUBBIES/CABS
9'-7 5/8"
B
2 BASEMENT LEVEL 7'-6"
W3
F18
1/4" = 1'-0" 6'-2 7/8"
1'-4 3/8"1'-4 3/8" CLOSET
F10 F11 F12 1'-3 1/2" 4'-5 1/2"2'-10" 2'-2" 2'-4 1/2" 6'-7 7/8"
6'-7 7/8" 4'-9 7/8" REMODEL/ADDITION FLOOR PLANS
3'-1 3/8"
EGRESS Scale:
FLOOR PLAN NOTES D1
As indicated
SMOKE ALARMS AND HEAT DETECTION
A
FRAMING: 2X6 EXTERIOR WALLS REQUIRED LOCATIONS R314.3: FRAMING - DOOR SCH. 1'-6" 3'-0"
7'-6"
SMOKE ALARMS/CARBON MONOXIDE DETECTORS SHALL BE INSTALLED IN:
2X4/6's AT INTERIOR WALLS
UNLESS NOTED OTHERWISE 1. IN EACH SLEEPING ROOM OR SLEEPING LOFT NO. DOOR SIZE HEAD HEIGHT COMMENTS F13 F14 F15
F16 F17 FILL IN 2X4 FRAMING
2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE
BASEMENT FF
AT ALL MODIFIED
SEE STRUCTURAL NOTES FOR STUD SCHEDULE. VICINITY OF THE BEDROOMS. D13 2'-6" 6'-8" 6'-8" COVERED
WINDOW OPENINGS
3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING
CONCEALED SPACES SHALL BE FIRESTOPPED IN BOTH DIRECTIONS AT BASEMENTS AND HABITABLE ATTICS. D14 2'-10" 6'-8" 6'-8" NEW ADDITION - PORCH
10" ON CENTER AND AT FLOORS. TYPICAL. 4. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET FROM D15 2'-6" 6'-8" 6'-8" _______
---
THE DOOR OR OPENING OF A BATHROOM. D16 2'-4" 6'-8" 6'-8"
ALL ESCAPE OR RESCUE WINDOWS FROM SLEEPING ROOMS SHALL 4. AN ADDITIONAL SMOKE DETECTOR SHALL BE INSTALLED IN EACH
D17 1'-8" 6'-8" 6'-8" DN
HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. THE LOCATION WHERE THERE IS A CEILING HEIGHT CHANGE GREATER
D18 2'-6" 6'-8" 6'-8"
MINIMUM CLEAR OPENING HEIGHT DIMENSION SHALL BE 24". MINIMUM THAN 24".
CLEAR OPENING WIDTH DIMENSION SHALL BE 20". SILL HEIGHT SHALL D19 2'-6" 6'-8" 6'-8"
NOT BE MORE THAN 44" ABOVE THE FLOOR. ALTERATIONS, REPAIRS AND ADDITIONS R314.2.2 WHERE ALTERATIONS, D20 2'-6" 6'-8" 6'-8"
REPAIRS OR ADDITIONS REQUIRING A PERMIT OCCUR, OR WHERE ONE OR D21 5'-0" 6'-8" 6'-8"
SHOWER COMPARTMENTS AND WALLS AROUND BATHTUBS WITH MORE SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING
DEMO 2'-6" 6'-8" 6'-8"
SHOWERS SHALL BE FINISHED WITH A SMOOTH NON-ABSORBANT DWELLINGS, OR WHERE AN ACCESSORY DWELLING UNIT IS CREATED
DEMO 2'-6" 6'-8" 6'-8"
SURFACE TO NOT LESS THAN 72" ABOVE THE FLOOR (IRC R307.2). WITHIN AN EXISTING DWELLING UNIT, EACH DWELLING UNIT SHALL BE
EQUIPPED WITH SMOKE ALARMS AS REQUIRED FOR NEW DWELLINGS. MAIN LEVEL
ALL BEDROOM DOORS, AND BATHROOM DOORS IN BATHROOMS WITH AN D1 3'-0" 6'-8" 6'-8" D2 1 MAIN LEVEL
OCCUPANCY VENTILATION FAN SHALL BE UNDERCUT A MINIMUM OF 3/4" D2 6'-0" 6'-8" 6'-8" 1/4" = 1'-0"
ABOVE THE ADJACENT FLOOR COVERING OR PROVIDE SWEEP UNDER
D3 6'-0" 6'-8" 6'-8"
DOOR AND TRANSFER GRILLE ABOVE DOOR. HEAT DETECTION INTERCONNECTION R314.4.1 HEAT DETECTORS AND
HEAT ALARMS SHALL BE CONNECTED TO AN ALARM OR A SMOKE ALARM D4 2'-6" 6'-8" 6'-8"
PROVIDE WEATHER RESISTANT FIBER CEMENT WALLBOARD UNDER TUB THAT IS INSTALLED IN THE DWELLING. ALARMS THAT ARE INSTALLED FOR D5 2'-8" 6'-8" 6'-8"
AND SHOWER ENCLOSURE MATERIALS TO A HEIGHT OF 70" MINIMUM THIS PURPOSE SHALL BE LOCATED IN A HALLWAY, ROOM, OR OTHER D6 2'-6" 6'-8" 6'-8"
ABOVE THE DRAIN INLET. LOCATION THAT WILL PROVIDE OCCUPANT NOTIFICATION.
D7 2'-6" 6'-8" 6'-8" FLOOR PLAN KEY NOTES
ARLINGTON, WA
D8 2'-6" 6'-8" 6'-8"
309 S DUNHAM AVE
ALL BEDROOM DOORS, AND BATHROOM DOORS IN BATHROOMS WITH AN COMBINATION ALARMS R314.5 COMBINATION SMOKE AND CARBON
OCCUPANCY VENTILATION FAN SHALL BE UNDERCUT A MINIMUM ? 3/4" MONOXIDE ALARMS MAY BE USED IN PLACE OF SMOKE ALARMS. D9 6'-0" 6'-8" 6'-8" NO. DESCRIPTION
ABOVE THE ADJACENT FLOOR COVERING OR PROVIDE SWEEP UNDER D10 5'-0" 6'-8" 6'-8" 1 EXISTING SEWER ~5' ABOVE FFE
DOOR AND TRANSFER GRILLE ABOVE DOOR. POWER SOURCE R314.6 SMOKE ALARMS, HEAT ALARMS, AND HEAT D11 2'-6" 6'-8" 6'-8" 2 EXISTING ELECTRICAL PANEL-150 AMP, UPGRADE TO 200 AMP
DETECTORS SHALL RECEIVE PRIMARY POWER FROM THE BUILDING D12 5'-0" 6'-8" 6'-8"
1. A CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH WIRING AND, WHEN POWER IS INTERRUPTED, SHALL RECEIVE POWER
SEPARATE SLEEPING AREA IN IMMEDIATE VICINITY OF BEDROOMS D22 2'-6" 6'-8" 6'-8"
309 S DUNHAM AVE ADDITION
FROM A BATTERY.
VIRTUS STAMP AND SCOPE
AND ON EACH LEVEL PER 2015 IRC R315. DEMO 2'-0" 6'-8" 6'-8"
ENCOMPASSES THE PRIMARY
2. A SMOKE DETECTOR SHALL BE INSTALLED IN EACH HABITABLE ROOM. INTERCONNECTIVITY R314.4 WHERE MORE THAN ONE SMOKE ALARM IS DEMO 2'-4" 6'-8" 6'-8"
3. A SMOKE DETECTOR SHALL BE CENTRALLY LOCATED ON EACH REQUIRED TO BE INSTALLED, THE ALARM DEVICES SHALL BE DEMO 5'-0" 6'-8" 6'-8"
STRUCTURAL ELEMENTS AS SHOWN
FLOOR. INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE
IN THE REDLINE MARKUPS, ONLY.
DEMO 2'-6" 6'-8" 6'-8"
4. AN ADDITIONAL SMOKE DETECTOR SHALL BE INSTALLED IN EACH ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL DWELLING
DEMO 2'-6" 6'-8" 6'-8"
LOCATION WHERE THERE IS A CEILING HEIGHT CHANGE GREATER UNIT. PHYSICAL INTERCONNECTION OF SMOKE ALARMS SHALL NOT BE PROJECT: SMITH REMODEL
PROJECT NUMBER: 24081-0106
THAN 24". REQUIRED WHERE LISTED WIRELESS ALARMS ARE INSTALLED AND ALL DEMO 2'-0" 6'-8" 6'-8"
5. SMOKE DETECTORS SHALL BE 110V HARDWIRED, INTERCONNECTED, ALARMS SOUND UPON ACTIVATION OF ONE ALARM.
Job No.: 23-15
WITH BATTERY BACKUP, PER 2015 IRC R314. WHERE AN ACCESSORY DWELLING UNIT IS CREATED WITHIN AN EXISTING
DATE: 01/16/2025
NOTE: A SPRINKLER SYSTEM IS NOT REQUIRED FOR THIS RESIDENCE. DWELLING UNIT ALL REQUIRED SMOKE ALARMS, IN THE ACCESSORY
DWELLING UNIT AND THE PRIMARY DWELLING UNIT, SHALL BE DESCRIPTION: BASEMENT POST PLAN
DRAWN BY: CDA
INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE
ALARM WILL ACTIVATE ALL ALARMS IN BOTH THE PRIMARY DWELLING UNIT
A2.0
AND THE ACCESSORY DWELLING UNIT
_______
-
28'-0 1/2"
11
14'-0 1/4" 14'-0 1/4"
9
2 3 5 S-3.2 6 7 9
1 - 4 8
_______
---
1 2 3 4 5 6 7 8
H DIM. TO CL OF POST
-
_______
I
---
G 6x6 POST 6x6 POST 6x6 POST
(N)GLULAM BEAM ABV.
39'-1 7/8"
COVERED PORCH ADDITION
12
VAULTED CEILING 4/12 SLOPE
(N) FOUNDATION, SEE FDN PLAN GUARDRAILS
REQUIRED IF DECK SURFACE
(N) VENTED CRAWLSPACE S-3.2 TYPICAL AT NEW
MORE
THAN 30" ABOVE GRADE
-
CONSTRUCTION, UNLESS _______
11 7/8" DP TJI 210 @ 24" OC 11 7/8" DP TJI 210 @ 24" OC NOTED OTHERWISE ---
WINDER REQUIRED 12'-9 1/4"
TO MEET HEADROOM (E) FOUNDATION, SEE FDN PLAN
PER CODE-6'-8" MIN. 13'-9 1/4" 14'-3 1/4"
NEW ADDITION 9'-4 3/4" 4'-4 1/2" 2'-7 1/4" 4'-7" 4'-7" 2'-6" 4'-1"
GL 5 1/2" x 10 1/2" F
DIM. TO
F2 F1
NEW WALLS TO BE 2x6 @ 16"
FACE OF DIM. TO
CONC. 10'-0 3/8" 2'-5 1/2" 6'-8 1/2" 9'-3 3/8" 9'-8 1/8" FACE OF 9'-4 3/4" 4'-4 1/2" D2
OC WITH (3) 8d TOE NAILS TOP
3'-0" CONC. E 6x6 POST
AND BOTTOM H
(E) VENTED CRAWLSPACE
W4 (2) 2x8 HDR
F5 F4 F3 -
_______ 6x6 POST
3'-0" W6 BLOCKED --- W4
- 4'-0" 2 NEW ADDITION SHEAR WALL
_______
--- = W5 D13 (N) BATH
G
4'-3" (N) BEDROOM 3 1 3'-2 3/4"D21 3'-6" (2) 2x8 HDR
5'-10 1/4"
S-3.2 CL. (N) STORAGE DW
DN
5'-9 1/2" 6x6 POST (N) DINING
EGRESS REMOVE WINDOW
D3
9'-0 1/2" = AND FILL IN WITH
11'-4 1/2"
F23 FRAMING ALIGN NEW FRAMING
CONVERT TO EGRESS WINDOW STAIRS:
SILL AT +44" A.F.F. MAX. 14RISERS2x8 @ 24" OC, MIN W4 TO CORNER (E) WALL (2) 2x8 HDR
3'-9 3/4" (N) KITCHEN
AT 7" 2X4 INTERIOR WALL, TYP. VAULTED CEILING 4/12 SLOPE REMOVE SIDING
13'-3 7/8" WH 1/2" AIR GAP FROM CONCRETE ON EXT. WALL
5'-6 1/4"
S LINEN S 12'-0"
2'-0" W3
F22
13'-0 1/8" STAIR OPENING Range
D18 D17 D16 5'-10" 3'-6 5/8"
4x8
7'-8 3/8" FULL HEIGHT WALL
F
3'-10"
D19 D15 STUB FOR 6'-4 7/8"
S/CM 7'-9 1/8" STAIR OPENING FUTURE SINK 1 (E)
WIN. COULD REMAIN
24'-0" 3'-11 5/8" GRINDER
(N) MECH. 2'-9 7/8" PUMP W6 BLOCKED
STORAGE CL VANITY ABV. ISLAND 10' X 5' S PANTRY (E) MASTER
BEDROOM
CLOSET SHEAR WALL
7'-10 1/8" D DBL OvenOVEN
E
28'-0"
ALIGN 8'-1 1/4" D14 CL TOILET ABV.
3'-6 5/8"
ALIGN WALL ON CENTER W/POST - (4) 2x4 OR
FLUSH INSIDE FACE OF WALL _______ 4x6 POST
9'-0 5/8"
28'-0" EXISTING BASEMENT OF POST 7'-2" --- 4x6 POST (N) SKYLIGHT OVER
THE STAIRS
TO INSIDE FACE OF BEAM (N)GLULAM
C BEAM ABV. 2'-0" SIMPSON DTT2Z
HOLD(E) DOOR OPENING
Refrigerator
CL VANITY ABV. CL SHOWER DRAIN ABV. DOWN ALTER
AS NEEDED PER DOOR
8'-10 1/8" W3 LOCATE WITHIN 3' OF PEAK D9 SELECTION
F21
F24 W5 D20
CL WASHER ABV.
EGRESS Copyright 2020 Sno Valley Cottages, LLC
All rights reserved.
(N)6X6 POST-BEARING TO CABINETS/COUNTER 3'-3 1/2" 2'-10
1/4" 4'-0 1/8" 2'-4" 2'-6"
(N) OFFICE (N) BONUS ROOM 4'-0"
F6 (N) WALL BELOW TO FTG.
6'-1 3/8"
W1
No. Date
9'-4 3/4" F25
2'-1 1/2"
CL TOILET ABV. 3'-4 1/2" S
(2) 2x8 HDR
(N) BATHROOM
13'-6" TO CL OF (E) BEAM AND POSTS D8 CL.
=
B MATCH
CL PLUMBING WALL ABV.
DIM. TO =
D10
CL SHOWER DRAIN ABV. 2'-11" WALL AT +42" A.F.F.6x6 POST D7
FACE OF 15'-8 1/2"
W6
66" VANITY 5'-11 1/4"
4'-0" CONC. DN 4'-9"
= 5'-4"
15'-11 1/4" TO STAIR OPENING CLOSET
3'-10 7/8"
1'-4" MIRROR DIM. ON FIREPLACE CENTER 7'-9 1/8" =
CONFIRM RO WITH POCKET DOOR SPECS (2)2X
NOT FOR CONSTRUCTIONFIREPLACE
D11
3 1/2"
D
3'-3 1/2"
SHOWER/TOILET
A MATCH (N) GREAT ROOM
=
EXISTING RESIDENCE FLAT CEILING AT 7' 10-3/4"6x6 POST 6x6 POST
4'-0"
2'-0"F20
MIRROR DIM. ON FIREPLACE CENTER REBUILD FP AT INTERIOR (N)6x6 POST-BEARING TO METAL RAILING 3'-1" 3'-8 1/4"S/CM SHOWER
4'-3 1/2"
F7 AT +36" A.F.F. 4'
W X 3' D = Issue Date
TO CENTER BEAM BELOW
C
- ON BEAMS ABV. AND STAIR D4 D5
_______
---
S
ADD 2' X 2' SKYLIGHT ABOVE
F8
7'-6"
9'-0 1/2" 30'-1 3/8"
W1
(N) GLULAM BEAM ABV. 42" VANITY
4'-9 7/8"
(2) 2x12 HDR (N)
BEDROOM 2 F19 Author
F9 4'-2 1/2"4'-2 1/2" 3'-4 1/2"(N) BATH W2 1'-0"
Drawn by:
D12
5'-0"
BENCH/CUBBIES/CABS
9'-7 5/8"
B
2 BASEMENT LEVEL 7'-6"
W3
F18
1/4" = 1'-0" 6'-2 7/8"
1'-4 3/8"1'-4 3/8" CLOSET
F10 F11 F12 1'-3 1/2" 4'-5 1/2"2'-10" 2'-2" 2'-4 1/2" 6'-7 7/8"
6'-7 7/8" 4'-9 7/8"
FLOOR FRAMING PLAN NOTES: STUD AND SHEAR WALL PLAN NOTES: 3'-1 3/8"
REMODEL/ADDITION FLOOR PLANS
FLOOR PLAN NOTES1.STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S-1.0, 1.STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S-1.0,
D1 EGRESS Scale: As indicated
SMOKE ALARMS AND HEAT DETECTION S-1.1, AND S-1.2.
A
S-1.1, AND S-1.2. REQUIRED LOCATIONS R314.3: 1'-6"4x6 POST 3'-0"
7'-6"
FRAMING: 2X6 EXTERIOR WALLS FRAMING - DOOR SCH.
SMOKE ALARMS/CARBON MONOXIDE DETECTORS SHALL BE INSTALLED IN:
2X4/6's AT INTERIOR WALLS 2.LUMBER GRADE PER STRUCTURAL GENERAL NOTES.
UNLESS NOTED OTHERWISE2.ALL DUCTS CHASES AND PIPES SHALL BE PER MECHANICAL, PLUMBING, ELECTRICAL AND1. IN EACH SLEEPING ROOM OR SLEEPING LOFT NO. DOOR SIZE HEAD HEIGHT COMMENTS
F13 F14 F15 F16 F17 FILL IN 2X4 FRAMING
2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE
SPRINKLER DRAWINGS. BASEMENT FF
AT ALL MODIFIED
SEE STRUCTURAL NOTES FOR STUD SCHEDULE. VICINITY OF THE BEDROOMS. D13 2'-6" 6'-8" 3.ALL INTERIOR NON-BEARING, NON-STRUCTURAL WALL STUD REQUIREMENTS PER6'-8" COVERED
WINDOW OPENINGS
3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING
CONCEALED SPACES SHALL BE FIRESTOPPED IN BOTH DIRECTIONS AT 3.23/32 FLOOR SHEATHING PER STUCTURAL GENERAL NOTES. SHEATHING TO BE GLUEDBASEMENTS AND HABITABLE ATTICS. D14 2'-10"
6'-8" STRUCTURAL GENERAL NOTES.6'-8" NEW ADDITION - PORCH
10" ON CENTER AND AT FLOORS. TYPICAL.AND NAILED TO FLOOR FRAMING WITH 8d X 2 ½4. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET FROM†COMMON WIRE NAILS @ 6†OC AT D15 2'-6"
6'-8" 6'-8" _______
---
SUPPORTED PANEL EDGES, AND 12†OC FIELD NAILING. LAY SHEATHING THE LONGTHE DOOR OR OPENING OF A BATHROOM. D16 2'-4" 6'-8" 4.UNLESS NOTED OTHERWISE ON PLAN: HEADERS TO BE (2)
2x8, TO BE SUPPORTED BY (1)6'-8"
ALL ESCAPE OR RESCUE WINDOWS FROM SLEEPING ROOMS SHALL 4. AN ADDITIONAL SMOKE DETECTOR SHALL BE INSTALLED IN EACH
DIRECTION PERPENDICULAR TO SUPPORTS AND STAGGER PANEL END JOINTS. ALLOW 1/8LOCATION WHERE THERE IS A CEILING HEIGHT CHANGE GREATER†D17 1'-8" 6'-8" TRIMMER AND (1) KING STUD
MINIMUM, CONNECTION HEADERS INTO KING STUD WITH (4)6'-8" DN
HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. THE
D18 2'-6" 6'-8" TOTAL 10d END NAILS EACH SIDE. KING STUDS TO BE CONNECTED TOP AND BOTTOM WITH6'-8"
MINIMUM CLEAR OPENING HEIGHT DIMENSION SHALL BE 24". MINIMUM SPACE BETWEEN PANEL ENDS AND EDGES. THAN 24".
CLEAR OPENING WIDTH DIMENSION SHALL BE 20". SILL HEIGHT SHALL D19 2'-6" 6'-8" (4) 10d TOE NAILS, UNLESS NOTED OTHERWISE ON PLAN.6'-8"
NOT BE MORE THAN 44" ABOVE THE FLOOR.4.ALL WOOD EXPOSED TO CONCRETE, WEATHER, OR WITHIN 8ALTERATIONS, REPAIRS AND ADDITIONS R314.2.2 †OF FINISHED GRADE SHALLWHERE ALTERATIONS, D20
2'-6" 6'-8" 6'-8"
REPAIRS OR ADDITIONS REQUIRING A PERMIT OCCUR, OR WHERE ONE OR D21 5'-0" 6'-8" 5.ALL TRIMMERS TO BE CONTINUOUS TO FOUNDATION.6'-8"
SHOWER COMPARTMENTS BE PRESSURE TREATED.AND WALLS AROUND BATHTUBS WITH MORE SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING
DEMO 2'-6" 6'-8" 6'-8"
SHOWERS SHALL BE FINISHED WITH A SMOOTH NON-ABSORBANT DWELLINGS, OR WHERE AN ACCESSORY DWELLING UNIT IS CREATED
SURFACE TO NOT LESS THAN 72" ABOVE THE FLOOR (IRC R307.2). WITHIN AN EXISTING DWELLING UNIT, EACH DWELLING UNIT SHALL BE DEMO 2'-6" 6'-8" 6.ALL BEAMS, EXCLUDING HEADERS, SHOWN
ON FRAMING PLAN SHALL BE SUPPORTED BY (2)6'-8"
5.ALL 2X HANGERS TO BE TOP FLANGE BEARING SIMPSON JB TYPE, UNLESS NOTED
EQUIPPED WITH SMOKE ALARMS AS REQUIRED FOR NEW DWELLINGS. MAIN LEVEL BUNDLED STUDS OR 4X MEMBER, MINIMUM UNLESS NOTED OTHERWISE ON PLAN. ALL
OTHERWISE. ANY HANGERS REQUIRED AT BEAMS ARE SPECIFIED ON PLAN. I JOIST
ALL BEDROOM DOORS, AND BATHROOM DOORS IN BATHROOMS WITH AN D1 3'-0" 6'-8" BUNDLED STUDS TO BE CONTINUOUS TO FOUNDATION.6'-8" D2 1 MAIN LEVEL
OCCUPANCY VENTILATION FAN SHALL BE UNDERCUT A MINIMUM OF 3/4"HANGERS TO BE TOP FLANGE BEARING SIMPSON MIT OR ITS TYPE, UNLESS NOTED D2 6'-0" 6'-8" 6'-8" 1/4" = 1'-0"
ABOVE THE ADJACENT FLOOR COVERING OR PROVIDE SWEEP UNDEROTHERWISE.
D3 6'-0" 6'-8" 6'-8"
DOOR AND TRANSFER GRILLE ABOVE DOOR. HEAT DETECTION INTERCONNECTION R314.4.1 HEAT DETECTORS AND 7.ALL EXTERIOR WALLS TO BE CONTINUOUSLY SHEATHED PER SHEAR WALL SCHEDULE
HEAT ALARMS SHALL BE CONNECTED TO AN ALARM OR A SMOKE ALARM D4 2'-6" 6'-8" 6'-8"
6.BEAMS ARE FLUSH FRAMED WITH JOISTS, UNLESS NOTED OTHERWISE ON DETAILS, OR ON 11-S3.1 “UNBLOCKED W6â€, UNLESS NOTED OTHERWISE ON PLAN.
PROVIDE WEATHER RESISTANT FIBER CEMENT WALLBOARD UNDER TUB THAT IS INSTALLED IN THE DWELLING. ALARMS THAT ARE INSTALLED FOR D5 2'-8" 6'-8" 6'-8"
AND SHOWER ENCLOSURE MATERIALS TO A HEIGHT OF 70" MINIMUM PLANS AS “DB.†DB INDICTES A “DROPPED BEAMTHIS PURPOSE SHALL BE LOCATED IN A HALLWAY, ROOM, OR OTHER†WHICH IS FRAMED
BELOW THE FLOOR. D6 2'-6" 6'-8" 6'-8"
ABOVE THE DRAIN INLET.WHERE BEAMS ARE NOT SUPPORTED BY HANGERS, SUPPORT IS PER THE STUD AND SHEARLOCATION THAT WILL PROVIDE OCCUPANT NOTIFICATION. D7 2'-6" 6'-8" 8.ALL SHEAR WALLS
INDICATED ON PLAN TO HAVE (2) BUNDLED STUDS AT WALL ENDS,6'-8" ARLINGTON, WA
WALL PLAN. PROVIDE A35 CLIPS EA SIDE OF BEAMS THAT BEAR ON DOUBLE TOP PLATES. D8 2'-6" 6'-8" UNLESS NOTED OTHERWISE ON PLAN. HOLD DOWNS ARE AS INDICATED ON PLAN, AND MAY6'-8"
FLOOR PLAN KEY NOTES 309 S DUNHAM AVE
ALL BEDROOM DOORS, AND BATHROOM DOORS IN BATHROOMS WITH AN COMBINATION ALARMS R314.5 COMBINATION SMOKE AND CARBON NOT BE REQUIRED AT SOME WALLS.
OCCUPANCY VENTILATION FAN SHALL BE UNDERCUT A MINIMUM ? 3/4" MONOXIDE ALARMS MAY BE USED IN PLACE OF SMOKE ALARMS. D9 6'-0" 6'-8" 6'-8" NO. DESCRIPTION
ABOVE THE ADJACENT FLOOR COVERING OR PROVIDE SWEEP UNDER 7.WOOD “I-JOISTS†TO BE DESIGNED BY OTHERS. SUBMITTAL INFORMATION, DESIGN D10 5'-0" 6'-8" 6'-8" 1 EXISTING SEWER
~5' ABOVE FFE
DOOR AND TRANSFER GRILLE ABOVE DOOR. CRITERIA, RIM JOIST, AND BLOCKING REQUIREMENTS PER STRUCTURAL GENERAL NOTES.POWER SOURCE R314.6 SMOKE ALARMS, HEAT ALARMS, AND HEAT D11 2'-6"
6'-8" 9.POST BASES AND CAPS, WHERE NECESSARY, ARE INDICATED ON PLAN.6'-8" 2 EXISTING ELECTRICAL PANEL-150 AMP, UPGRADE TO 200 AMP
DETECTORS SHALL RECEIVE PRIMARY POWER FROM THE BUILDING D12 5'-0" 6'-8" 6'-8"
1. A CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH WIRING AND, WHEN POWER IS INTERRUPTED, SHALL RECEIVE POWER D22 2'-6" 6'-8" 10.FABRICATE ALL STEEL COLUMNS -¼6'-8"
†PER FLOOR TO ALLOW FOR WOOD SHRINKAGE.
SEPARATE SLEEPING AREA IN IMMEDIATE VICINITY OF BEDROOMS 8.ALL RIM JOISTS TO BE 1 ½†LSL MINIMUM, UNLESS OTHERWISE NOTED ON PLAN.FROM A BATTERY.
VIRTUS STAMP AND SCOPE 309 S DUNHAM AVE ADDITION
AND ON EACH LEVEL PER 2015 IRC R315. DEMO 2'-0" 6'-8" 6'-8"
ENCOMPASSES THE PRIMARY
2. A SMOKE DETECTOR SHALL BE INSTALLED IN EACH HABITABLE ROOM.9.BEARING STUD, SHEAR WALL, HOLD-DOWN, POST SIZE, AND POST CAP AND BASEINTERCONNECTIVITY R314.4 WHERE MORE THAN ONE SMOKE
ALARM IS DEMO 2'-4" 6'-8" 11.WALL ANCHORAGE AND OTHER TYPICAL WALL FRAMING DETAILS PER SHEETS S-3.0 AND6'-8"
3. A SMOKE DETECTOR SHALL BE CENTRALLY LOCATED ON EACH REQUIREMENTS BELOW PER STUD AND SHEAR WALL PLAN.REQUIRED TO BE INSTALLED, THE ALARM DEVICES SHALL BE DEMO 5'-0" 6'-8" S-3.1.
NOT ALL DETAILS MAY BE APPLICABLE.6'-8" STRUCTURAL ELEMENTS AS SHOWN
FLOOR. INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE
IN THE REDLINE MARKUPS, ONLY.
DEMO 2'-6" 6'-8" 6'-8"
4. AN ADDITIONAL SMOKE DETECTOR SHALL BE INSTALLED IN EACH ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL DWELLING
DEMO 2'-6" 6'-8" 6'-8"
LOCATION WHERE THERE IS A CEILING HEIGHT CHANGE GREATER 10.FABRICATE ALL STEEL COLUMNS -1/4†PER FLOOR TO ALLOW FOR WOOD SHRINKAGE.UNIT. PHYSICAL INTERCONNECTION OF SMOKE ALARMS SHALL
NOT BE PROJECT: SMITH REMODEL PROJECT NUMBER: 24081-0106
THAN 24". REQUIRED WHERE LISTED WIRELESS ALARMS ARE INSTALLED AND ALL DEMO 2'-0" 6'-8" 6'-8"
5. SMOKE DETECTORS SHALL BE 110V HARDWIRED, INTERCONNECTED, ALARMS SOUND UPON ACTIVATION OF ONE ALARM.
11.TYPICAL DETAILS PER S-3.2. NOT ALL DETAILS MAY BE APPLICABLE.
Job No.: 23-15
WITH BATTERY BACKUP, PER 2015 IRC R314. WHERE AN ACCESSORY DWELLING UNIT IS CREATED WITHIN AN EXISTING
DATE: 01/16/2025
NOTE: A SPRINKLER SYSTEM IS NOT REQUIRED FOR THIS RESIDENCE. DWELLING UNIT ALL REQUIRED SMOKE ALARMS, IN THE ACCESSORY
DWELLING UNIT AND THE PRIMARY DWELLING UNIT, SHALL BE DESCRIPTION: MAIN LEVEL FRAMING, AND MAIN LEVEL STUD
DRAWN BY: CDA
INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE AND SHEAR WALL PLANS
ALARM WILL ACTIVATE ALL ALARMS IN BOTH THE PRIMARY DWELLING UNIT
A2.0
AND THE ACCESSORY DWELLING UNIT
_______
-
28'-0 1/2"
14'-0 1/4" 14'-0 1/4"
9
1 - 2 3 4 5 6 7 8 9
_______
---
1 2 3 4 5 6 7 8
H DIM. TO CL OF POST
-
_______
I
---
G
(N)GLULAM BEAM ABV.
39'-1 7/8"
COVERED PORCH ADDITION
VAULTED CEILING 4/12 SLOPE
(N) VENTED CRAWLSPACE (N) FOUNDATION, SEE FDN PLAN GUARDRAILS
REQUIRED IF DECK SURFACE
MORE
THAN 30" ABOVE GRADE
-
_______
---
WINDER REQUIRED 12'-9 1/4"
TO MEET HEADROOM (E) FOUNDATION, SEE FDN PLAN
PER CODE-6'-8" MIN. 13'-9 1/4" 14'-3 1/4"
NEW ADDITION 9'-4 3/4" 4'-4 1/2" 2'-7 1/4" 4'-7" 4'-7" 2'-6" 4'-1"
F
DIM. TO
F2 F1
FACE OF DIM. TO
CONC. 10'-0 3/8" 2'-5 1/2" 6'-8 1/2" 9'-3 3/8" 9'-8 1/8" FACE OF 9'-4 3/4" 4'-4 1/2" D2
CONC. E
(E) VENTED CRAWLSPACE
H
W4
F5 F4 F3 -
_______
3'-0" --- W4
- 4'-0" 2 NEW ADDITION
_______
--- = W5 D13 (N) BATH
G
4'-3" (N) BEDROOM 3 3'-2 3/4"D21 3'-6"
5'-10 1/4"
DW
DN
CL. (N) STORAGE
5'-9 1/2" (N) DINING
EGRESS REMOVE WINDOW
D3
9'-0 1/2" = AND FILL IN WITH
11'-4 1/2"
F23 FRAMING ALIGN NEW FRAMING
CONVERT TO EGRESS WINDOW STAIRS:
W4 TO CORNER (E) WALL
SILL AT +44" A.F.F. MAX. 14RISERS 3'-9 3/4" (N) KITCHEN
AT 7" 2X4 INTERIOR WALL, TYP. VAULTED CEILING 4/12 SLOPE REMOVE SIDING
13'-3 7/8" WH 1/2" AIR GAP FROM CONCRETE ON EXT. WALL
5'-6 1/4"
S LINEN S 12'-0"
2'-0" W3
F22
13'-0 1/8" STAIR OPENING Range
D18 D17 D16 5'-10" 3'-6 5/8"
7'-8 3/8" FULL HEIGHT WALL6x6 ON TOP OF
F
3'-10"
D19 D15 STUB FOR GLULAM. SIMPSON6'-4 7/8"
S/CM 7'-9 1/8" STAIR OPENING FUTURE SINK 1 (E)
WIN. COULD REMAIN
24'-0" GRINDER BC60 HALF BASE
3'-11 5/8"
(N) MECH. 2'-9 7/8" PUMP
STORAGE CL VANITY ABV. ISLAND 10' X 5' S PANTRY (E) MASTER
BEDROOM
CLOSET
7'-10 1/8" D DBL OvenOVEN
E
28'-0"
ALIGN 8'-1 1/4" D14 CL TOILET ABV. GL 5 1/2" x 16"
3'-6 5/8"
ALIGN WALL ON CENTER W/POST - SIMPSON BA
FLUSH INSIDE FACE OF WALL _______
9'-0 5/8"
28'-0" EXISTING BASEMENT OF POST 7'-2" --- (N) SKYLIGHT OVER
THE STAIRS
TO INSIDE FACE OF BEAM HANGER
(N)GLULAM
2'-0"
C BEAM ABV. (E) DOOR
OPENING
Refrigerator
CL SHOWER DRAIN ABV. 4x4 POST ABOVE ALTER AS
NEEDED PER DOOR
CL VANITY ABV. 2x8 @ 24" OC
8'-10 1/8" WINDOW HEADER W3 LOCATE WITHIN 3' OF PEAK D9 SELECTION
F21
F24 W5 D20 SISTERED TO (E) 2x6
CL WASHER ABV.
EGRESS Copyright 2020 Sno Valley Cottages, LLC
All rights reserved.
(N)6X6 POST-BEARING TO CABINETS/COUNTER 3'-3 1/2" 2'-10
1/4" 4'-0 1/8" 2'-4" 2'-6"
(N) OFFICE (N) BONUS ROOM 4'-0"
F6 (N) WALL BELOW TO FTG.
6'-1 3/8"
GL 5 1/2" x 10 1/2" W1
No. Date
9'-4 3/4" F25 6x6 ON TOP OF
2'-1 1/2"
CL TOILET ABV. 3'-4 1/2" S
GLULAM. SIMPSON
(N) BATHROOM
13'-6" TO CL OF (E) BEAM AND POSTS BC60 HALF BASE D8 CL.
=
B MATCH
CL PLUMBING WALL ABV.
DIM. TO =
D10
CL SHOWER DRAIN ABV. 2'-11" WALL AT +42" A.F.F. D7
FACE OF 15'-8 1/2"
W6 SIMPSON HUC
66" VANITY 5'-11 1/4"
4'-0" CONC. DN 4'-9"
= 5'-4"
15'-11 1/4" TO STAIR OPENING HANGER CLOSET
3'-10 7/8"
1'-4" MIRROR DIM. ON FIREPLACE CENTER 7'-9 1/8" =
CONFIRM RO WITH POCKET DOOR SPECS (2)2X
NOT FOR CONSTRUCTIONFIREPLACE
D11
4x8 3 1/2" 3'-3 1/2"
SHOWER/TOILET D
A MATCH (N) GREAT ROOM6x6 ON TOP OF
=
FLAT CEILING AT 7' 10-3/4"
4x4 POST ABOVEEXISTING RESIDENCE GLULAM. SIMPSON
F20
4'-0"
2'-0"
WINDOW HEADERMIRROR DIM. ON FIREPLACE CENTER REBUILD FP AT INTERIOR BC60 HALF BASE(N)6x6 POST-BEARING TO METAL RAILING 3'-1" 3'-8 1/4"S/CM SHOWER
4'-3 1/2"
F7 AT +36" A.F.F. 4'
W X 3' D = Issue Date
TO CENTER BEAM BELOW
C
- ON BEAMS ABV. AND STAIR D4 D5
_______
---
S
ADD 2' X 2' SKYLIGHT ABOVE
F8
7'-6"
9'-0 1/2" 30'-1 3/8"
W1
(N) GLULAM BEAM ABV. 42" VANITY
4'-9 7/8"
(N)
BEDROOM 2 F19 Author
F9 4'-2 1/2"4'-2 1/2" 3'-4 1/2"(N) BATH W2 1'-0"
Drawn by:
D12
5'-0"
BENCH/CUBBIES/CABS
9'-7 5/8"
B
2 BASEMENT LEVEL 7'-6" GL 5 1/2" x 10 1/2"
W3
F18
1/4" = 1'-0" 6'-2 7/8"
1'-4 3/8"1'-4 3/8" CLOSET
F10 F11 F12 1'-3 1/2" 4'-5 1/2"2'-10" 2'-2" 2'-4 1/2" 6'-7 7/8"
6'-7 7/8" 4'-9 7/8" REMODEL/ADDITION FLOOR PLANS
3'-1 3/8"
ROOF FRAMING PLAN NOTES:
EGRESS Scale:
FLOOR PLAN NOTES D1
As indicated
SMOKE ALARMS AND HEAT DETECTION 1.STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S-1.0,
A
FRAMING: 2X6 EXTERIOR WALLS REQUIRED LOCATIONS R314.3: S-1.1, AND S-1.2.FRAMING - DOOR SCH. 1'-6" 3'-0"
7'-6"
SMOKE ALARMS/CARBON MONOXIDE DETECTORS SHALL BE INSTALLED IN:
2X4/6's AT INTERIOR WALLS
UNLESS NOTED OTHERWISE 1. IN EACH SLEEPING ROOM OR SLEEPING LOFT NO. DOOR SIZE HEAD HEIGHT COMMENTS F13 F14 F15
F16 F17 FILL IN 2X4 FRAMING
2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE 2.ALL DUCTS CHASES AND PIPES SHALL BE PER MECHANICAL, PLUMBING, ELECTRICAL AND
BASEMENT FF
AT ALL MODIFIED
SEE STRUCTURAL NOTES FOR STUD SCHEDULE. VICINITY OF THE BEDROOMS. D13 2'-6" 6'-8"SPRINKLER DRAWINGS. 6'-8" COVERED
WINDOW OPENINGS
3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING
CONCEALED SPACES SHALL BE FIRESTOPPED IN BOTH DIRECTIONS AT BASEMENTS AND HABITABLE ATTICS. D14 2'-10" 6'-8" 6'-8" NEW ADDITION - PORCH
10" ON CENTER AND AT FLOORS. TYPICAL. 4. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET FROM D15 2'-6" 6'-8"3.ROOF SHEATHING PER PLAN AND STUCTURAL GENERAL NOTES. SHEATHING
TO BE NAILED6'-8" _______
---
THE DOOR OR OPENING OF A BATHROOM. D16 2'-4" 6'-8"TO ROOF FRAMING WITH 8d X 2 ½6'-8" †COMMON WIRE NAILS @ 6†OC AT SUPPORTED PANEL
ALL ESCAPE OR RESCUE WINDOWS FROM SLEEPING ROOMS SHALL 4. AN ADDITIONAL SMOKE DETECTOR SHALL BE INSTALLED IN EACH D17 1'-8" 6'-8"EDGES, AND 126'-8" †OC FIELD NAILING. LAY
SHEATHING THE LONG DIRECTION PERPENDICULAR DN
HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. THE LOCATION WHERE THERE IS A CEILING HEIGHT CHANGE GREATER TO SUPPORTS AND STAGGER PANEL END JOINTS. ALLOW 1/8†SPACE BETWEEN
PANEL ENDS
D18 2'-6" 6'-8" 6'-8"
MINIMUM CLEAR OPENING HEIGHT DIMENSION SHALL BE 24". MINIMUM THAN 24".
CLEAR OPENING WIDTH DIMENSION SHALL BE 20". SILL HEIGHT SHALL D19 2'-6" 6'-8"AND EDGES.6'-8"
NOT BE MORE THAN 44" ABOVE THE FLOOR. ALTERATIONS, REPAIRS AND ADDITIONS R314.2.2 WHERE ALTERATIONS, D20 2'-6" 6'-8" 6'-8"
REPAIRS OR ADDITIONS REQUIRING A PERMIT OCCUR, OR WHERE ONE OR D21 5'-0" 6'-8"4.ALL 2X HANGERS TO BE TOP FLANGE BEARING SIMPSON JB TYPE, UNLESS NOTED6'-8"
SHOWER COMPARTMENTS AND WALLS AROUND BATHTUBS WITH MORE SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING
DEMO 2'-6" 6'-8"OTHERWISE. ANY HANGERS REQUIRED AT BEAMS ARE SPECIFIED ON PLAN. I JOIST6'-8"
SHOWERS SHALL BE FINISHED WITH A SMOOTH NON-ABSORBANT DWELLINGS, OR WHERE AN ACCESSORY DWELLING UNIT IS CREATED
DEMO 2'-6" 6'-8"HANGERS TO BE TOP FLANGE BEARING SIMPSON MIT OR ITS TYPE, UNLESS NOTED6'-8"
SURFACE TO NOT LESS THAN 72" ABOVE THE FLOOR (IRC R307.2). WITHIN AN EXISTING DWELLING UNIT, EACH DWELLING UNIT SHALL BE
EQUIPPED WITH SMOKE ALARMS AS REQUIRED FOR NEW DWELLINGS. MAIN LEVEL OTHERWISE.
ALL BEDROOM DOORS, AND BATHROOM DOORS IN BATHROOMS WITH AN D1 3'-0" 6'-8" 6'-8" D2 1 MAIN LEVEL
OCCUPANCY VENTILATION FAN SHALL BE UNDERCUT A MINIMUM OF 3/4" D2 6'-0" 6'-8"5.BEAMS ARE FLUSH FRAMED WITH JOISTS, UNLESS NOTED OTHERWISE ON DETAILS, OR ON6'-8" 1/4" = 1'-0"
ABOVE THE ADJACENT FLOOR COVERING OR PROVIDE SWEEP UNDER
DOOR AND TRANSFER GRILLE ABOVE DOOR. HEAT DETECTION INTERCONNECTION R314.4.1 HEAT DETECTORS AND D3 6'-0" 6'-8"PLANS AS 6'-8"“DB.†DB INDICTES A “DROPPED BEAM†WHICH IS
FRAMED BELOW THE FLOOR.
HEAT ALARMS SHALL BE CONNECTED TO AN ALARM OR A SMOKE ALARM D4 2'-6" 6'-8"WHERE BEAMS ARE NOT SUPPORTED BY HANGERS, SUPPORT IS PER THE STUD AND SHEAR6'-8"
PROVIDE WEATHER RESISTANT FIBER CEMENT WALLBOARD UNDER TUB THAT IS INSTALLED IN THE DWELLING. ALARMS THAT ARE INSTALLED FOR D5 2'-8" 6'-8"WALL PLAN. PROVIDE A35 CLIPS EA SIDE
OF BEAMS THAT BEAR ON DOUBLE TOP PLATES.6'-8"
AND SHOWER ENCLOSURE MATERIALS TO A HEIGHT OF 70" MINIMUM THIS PURPOSE SHALL BE LOCATED IN A HALLWAY, ROOM, OR OTHER D6 2'-6" 6'-8" 6'-8"
ABOVE THE DRAIN INLET. LOCATION THAT WILL PROVIDE OCCUPANT NOTIFICATION.
D7 2'-6" 6'-8"6.PROVIDE SIMPSON STRONG TIE H2.5A TIES AT ALL ROOF TRUSSES6'-8" FLOOR PLAN KEY NOTES
ARLINGTON, WA
D8 2'-6" 6'-8" 6'-8"
309 S DUNHAM AVE
ALL BEDROOM DOORS, AND BATHROOM DOORS IN BATHROOMS WITH AN COMBINATION ALARMS R314.5 COMBINATION SMOKE AND CARBON
OCCUPANCY VENTILATION FAN SHALL BE UNDERCUT A MINIMUM ? 3/4" MONOXIDE ALARMS MAY BE USED IN PLACE OF SMOKE ALARMS. D9 6'-0" 6'-8"7.WHERE SHEAR WALLS ARE PERPENDUCLAR TO ROOF TRUSSES,
PROVIDE 2X BLOCKING6'-8" NO. DESCRIPTION
ABOVE THE ADJACENT FLOOR COVERING OR PROVIDE SWEEP UNDER D10 5'-0" 6'-8" 6'-8" 1 EXISTING SEWER ~5' ABOVE FFE
BETWEEN ROOF TRUSSES WITH SIMPSON STRONG TIE A35 CLIPS @ 24†OC INTO THE
DOOR AND TRANSFER GRILLE ABOVE DOOR. POWER SOURCE R314.6 SMOKE ALARMS, HEAT ALARMS, AND HEAT D11 2'-6" 6'-8" 6'-8" 2 EXISTING ELECTRICAL PANEL-150 AMP, UPGRADE TO 200 AMP
DETECTORS SHALL RECEIVE PRIMARY POWER FROM THE BUILDING DOUBLE PLATE. WHERE SHEAR WALLS ARE PARALLEL, ALIGN TRUSS OVER SHEAR WALL,
D12 5'-0" 6'-8" 6'-8"
1. A CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH WIRING AND, WHEN POWER IS INTERRUPTED, SHALL RECEIVE POWER AND PROVIDE CONNECTION PER SHEAR WALL SCHEDULE.
SEPARATE SLEEPING AREA IN IMMEDIATE VICINITY OF BEDROOMS D22 2'-6" 6'-8" 6'-8"
309 S DUNHAM AVE ADDITION
FROM A BATTERY.
VIRTUS STAMP AND SCOPE
AND ON EACH LEVEL PER 2015 IRC R315. DEMO 2'-0" 6'-8" 6'-8"
8.ALL RIM JOISTS TO BE 1 ½†LSL MINIMUM, UNLESS OTHERWISE NOTED ON PLAN.
ENCOMPASSES THE PRIMARY
2. A SMOKE DETECTOR SHALL BE INSTALLED IN EACH HABITABLE ROOM. INTERCONNECTIVITY R314.4 WHERE MORE THAN ONE SMOKE ALARM IS DEMO 2'-4" 6'-8" 6'-8"
3. A SMOKE DETECTOR SHALL BE CENTRALLY LOCATED ON EACH REQUIRED TO BE INSTALLED, THE ALARM DEVICES SHALL BE DEMO 5'-0" 6'-8" 6'-8"
STRUCTURAL ELEMENTS AS SHOWN
FLOOR. INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE DEMO 2'-6" 6'-8"9.ADDITIONAL TYPICAL DETAILS NOT CALLED OUT ON PLAN PER SHEET S-4.0. NOT ALL6'-8"
IN THE REDLINE MARKUPS, ONLY.
4. AN ADDITIONAL SMOKE DETECTOR SHALL BE INSTALLED IN EACH ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL DWELLING DETAILS MAY BE APPLICABLE.
DEMO 2'-6" 6'-8" 6'-8"
LOCATION WHERE THERE IS A CEILING HEIGHT CHANGE GREATER UNIT. PHYSICAL INTERCONNECTION OF SMOKE ALARMS SHALL NOT BE PROJECT: SMITH REMODEL
PROJECT NUMBER: 24081-0106
THAN 24". REQUIRED WHERE LISTED WIRELESS ALARMS ARE INSTALLED AND ALL DEMO 2'-0" 6'-8" 6'-8"
5. SMOKE DETECTORS SHALL BE 110V HARDWIRED, INTERCONNECTED, ALARMS SOUND UPON ACTIVATION OF ONE ALARM.
Job No.: 23-15
WITH BATTERY BACKUP, PER 2015 IRC R314. WHERE AN ACCESSORY DWELLING UNIT IS CREATED WITHIN AN EXISTING
DATE: 01/16/2025
NOTE: A SPRINKLER SYSTEM IS NOT REQUIRED FOR THIS RESIDENCE. DWELLING UNIT ALL REQUIRED SMOKE ALARMS, IN THE ACCESSORY
DWELLING UNIT AND THE PRIMARY DWELLING UNIT, SHALL BE DESCRIPTION: CEILING SOFFIT FRAMING PLAN
DRAWN BY: CDA
INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE
ALARM WILL ACTIVATE ALL ALARMS IN BOTH THE PRIMARY DWELLING UNIT
A2.0
AND THE ACCESSORY DWELLING UNIT
_______
-
28'-0 1/2"
8
14'-0 1/4" 14'-0 1/4"
9
1 - 2 3 4 5 6 7 8 9 S-4.2
_______
---
1 2 3 4 5 6 7 8
H DIM. TO CL OF POST
-
_______
I
---
G
(N)GLULAM BEAM ABV.
39'-1 7/8"
COVERED PORCH ADDITION
(N) FOUNDATION, SEE FDN PLAN 2x10 @ 24" OCVAULTED CEILING 4/12 SLOPE 2x10 @ 24" OC GUARDRAILS
REQUIRED IF DECK SURFACE
(N) VENTED CRAWLSPACE MORE
THAN 30" ABOVE GRADE
-
_______
---
WINDER REQUIRED 12'-9 1/4"
TO MEET HEADROOM (E) FOUNDATION, SEE FDN PLAN
PER CODE-6'-8" MIN. 13'-9 1/4" 14'-3 1/4"
NEW ADDITION 9'-4 3/4" 4'-4 1/2" 2'-7 1/4" 4'-7" 4'-7" 2'-6" 4'-1"
F (DROPPED)
DIM. TO
F2 F1 GL 5 1/2" x 10
1/2"
FACE OF DIM. TO
CONC. 10'-0 3/8" 2'-5 1/2" 6'-8 1/2" 9'-3 3/8" 9'-8 1/8" FACE OF (DROPPED)9'-4 3/4" 4'-4 1/2" D2
CONC. E GL 5 1/2" x 10 1/2"
H
(E) VENTED CRAWLSPACE
W4
F5 F4 F3 -
_______
3'-0" --- W4
- 4'-0" 2 NEW ADDITION
_______
--- = W5 D13 (N) BATH
12 G
4'-3" (N) BEDROOM 3 3'-2 3/4"D21 3'-6"
5'-10 1/4"
DW
S-4.0DN
CL. (N) STORAGE
5'-9 1/2" (N) DINING
TYPICAL AT NEW
EGRESS REMOVE WINDOW
CONSTRUCTION, UNLESS
D3
9'-0 1/2" F23 = AND FILL IN WITH
NOTED OTHERWISE 11'-4 1/2"
FRAMING ALIGN NEW FRAMING
CONVERT TO EGRESS WINDOW STAIRS: W4 GL 5 1/2" x 10 1/2" RIDGE BEAMTO CORNER (E) WALL
SILL AT +44" A.F.F. MAX. 14RISERS 3'-9 3/4" (N) KITCHEN
AT 7" 2X4 INTERIOR WALL, TYP. VAULTED CEILING 4/12 SLOPE 6 REMOVE SIDING
13'-3 7/8" WH 1/2" AIR GAP FROM CONCRETE ON EXT. WALL
5'-6 1/4"
S LINEN S 12'-0"
2'-0" S-4.0 W3
F22
13'-0 1/8" STAIR OPENING Range
D18 D17 D16 5'-10" 3'-6 5/8"
7'-8 3/8" FULL HEIGHT WALL
F
3'-10"
D19 D15 STUB FOR 6'-4 7/8"
S/CM 7'-9 1/8" STAIR OPENING FUTURE SINK 1 (E)
WIN. COULD REMAIN
24'-0" 3'-11 5/8" GRINDER
(N) MECH. 2'-9 7/8" PUMP
STORAGE CL VANITY ABV. ISLAND 10' X 5' S PANTRY (E) MASTER
BEDROOM
CLOSET
7'-10 1/8" D DBL OvenOVEN
E
28'-0"
ALIGN 8'-1 1/4" D14 CL TOILET ABV.
3'-6 5/8"
ALIGN WALL ON CENTER W/POST -
FLUSH INSIDE FACE OF WALL _______
9'-0 5/8"
28'-0" EXISTING BASEMENT OF POST 7'-2" --- (N) SKYLIGHT OVER
THE STAIRS
TO INSIDE FACE OF BEAM (N)GLULAM
2'-0"
C BEAM ABV. 6'-0" Refrigerator (E) DOOR
OPENING
CL SHOWER DRAIN ABV. ALTER AS
NEEDED PER DOOR
CL VANITY ABV.
8'-10 1/8" W3 LOCATE WITHIN 3' OF PEAK D9 SELECTION
F21
F24 W5 D20
CL WASHER ABV. GL 5 1/2" x 10 1/2"
EGRESS Copyright 2020 Sno Valley Cottages, LLC
All rights reserved.
(N)6X6 POST-BEARING TO CABINETS/COUNTER 3'-3 1/2" 2'-10
1/4" 4'-0 1/8" 2'-4" 2'-6"
(N) OFFICE (N) BONUS ROOM (DROPPED) 4'-0"
F6 (N) WALL BELOW TO FTG.
6'-1 3/8"
W1
No. Date
9'-4 3/4" F25
2'-1 1/2"
CL TOILET ABV. 3'-4 1/2" S
10
(N) BATHROOM
13'-6" TO CL OF (E) BEAM AND POSTS D8 CL.
=
B S-4.0MATCH
CL PLUMBING WALL ABV.
DIM. TO =
D10
CL SHOWER DRAIN ABV. 2'-11" WALL AT +42" A.F.F. D7
FACE OF 15'-8 1/2" (E) 2x4 @ 24" OC
5'-11 1/4"
W6
66" VANITY
4'-0" CONC. DN 4'-9"
= 5'-4"
15'-11 1/4" TO STAIR OPENING CLOSET
3'-10 7/8"
1'-4" MIRROR DIM. ON FIREPLACE CENTER 7'-9 1/8" =
CONFIRM RO WITH POCKET DOOR SPECS (2)2X
NOT FOR CONSTRUCTIONFIREPLACE
D11
3 1/2"
D
3'-3 1/2"
SHOWER/TOILET
A MATCH (N) GREAT ROOM
=
FLAT CEILING AT 7' 10-3/4"
EXISTING RESIDENCE
F20
4'-0"
2'-0"
MIRROR DIM. ON FIREPLACE CENTER REBUILD FP AT INTERIOR (N)6x6 POST-BEARING TO METAL RAILING 3'-1" 3'-8 1/4"S/CM SHOWER
4'-3 1/2"
F7 AT +36" A.F.F. 4'
W X 3' D = Issue Date
TO CENTER BEAM BELOW
C
- ON BEAMS ABV. AND STAIRGL 5 1/2" x 10 1/2" D4 D5
_______
--- (DROPPED)
S
ADD 2' X 2' SKYLIGHT ABOVE
F8
7'-6"
9'-0 1/2" 30'-1 3/8" 10
W1
(N) GLULAM BEAM ABV. 42" VANITY
4'-9 7/8"
S-4.0
6'-0" (N)
BEDROOM 2 F19 Author
F9 4'-2 1/2"4'-2 1/2" 3'-4 1/2"(N) BATH W2 1'-0"
Drawn by:
D12
5'-0"
(E) 2x4 @ 24" OC BENCH/CUBBIES/CABS
9'-7 5/8"
B
2 BASEMENT LEVEL 7'-6"
W3
F18
1/4" = 1'-0" 6'-2 7/8"
1'-4 3/8"1'-4 3/8" CLOSET
F10 F11 F12 1'-3 1/2" 4'-5 1/2"2'-10" 2'-2" 2'-4 1/2" 6'-7 7/8"
6'-7 7/8" 4'-9 7/8" REMODEL/ADDITION FLOOR PLANS
3'-1 3/8"
EGRESS Scale:
FLOOR PLAN NOTES D1
As indicated
SMOKE ALARMS AND HEAT DETECTION
A
FRAMING: 2X6 EXTERIOR WALLS REQUIRED LOCATIONS R314.3: FRAMING - DOOR SCH. 1'-6" 3'-0"
7'-6"
SMOKE ALARMS/CARBON MONOXIDE DETECTORS SHALL BE INSTALLED IN:
2X4/6's AT INTERIOR WALLS
UNLESS NOTED OTHERWISE 1. IN EACH SLEEPING ROOM OR SLEEPING LOFT NO. DOOR SIZE HEAD HEIGHT COMMENTS F13 F14 F15
F16 F17 FILL IN 2X4 FRAMING
2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE
BASEMENT FF
AT ALL MODIFIED
SEE STRUCTURAL NOTES FOR STUD SCHEDULE. VICINITY OF THE BEDROOMS. D13 2'-6" 6'-8" 6'-8" COVERED
WINDOW OPENINGS
3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING ROOF FRAMING PLAN NOTES:
CONCEALED SPACES SHALL BE FIRESTOPPED IN BOTH DIRECTIONS AT BASEMENTS AND HABITABLE ATTICS. D14 2'-10" 6'-8" 6'-8" NEW ADDITION - PORCH
1.STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, ABBREVIATIONS AND LEGEND PER S-1.0,_______
10" ON CENTER AND AT FLOORS. TYPICAL. 4. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET FROM D15 2'-6" 6'-8" 6'-8" ---
THE DOOR OR OPENING OF A BATHROOM. D16 2'-4" 6'-8"S-1.1, AND S-1.2.6'-8"
ALL ESCAPE OR RESCUE WINDOWS FROM SLEEPING ROOMS SHALL 4. AN ADDITIONAL SMOKE DETECTOR SHALL BE INSTALLED IN EACH
D17 1'-8" 6'-8" 6'-8" DN
HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. THE LOCATION WHERE THERE IS A CEILING HEIGHT CHANGE GREATER 2.ALL DUCTS CHASES AND PIPES SHALL BE PER MECHANICAL, PLUMBING,
ELECTRICAL AND
D18 2'-6" 6'-8" 6'-8"
MINIMUM CLEAR OPENING HEIGHT DIMENSION SHALL BE 24". MINIMUM THAN 24".
CLEAR OPENING WIDTH DIMENSION SHALL BE 20". SILL HEIGHT SHALL D19 2'-6" 6'-8"SPRINKLER DRAWINGS. 6'-8"
NOT BE MORE THAN 44" ABOVE THE FLOOR. ALTERATIONS, REPAIRS AND ADDITIONS R314.2.2 WHERE ALTERATIONS, D20 2'-6" 6'-8" 6'-8"
REPAIRS OR ADDITIONS REQUIRING A PERMIT OCCUR, OR WHERE ONE OR D21 5'-0" 6'-8"3.ROOF SHEATHING PER PLAN AND STUCTURAL GENERAL NOTES. SHEATHING TO BE NAILED6'-8"
SHOWER COMPARTMENTS AND WALLS AROUND BATHTUBS WITH MORE SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING
DEMO 2'-6" 6'-8"TO ROOF FRAMING WITH 8d X 2 ½6'-8" †COMMON WIRE NAILS @ 6†OC AT SUPPORTED PANEL
SHOWERS SHALL BE FINISHED WITH A SMOOTH NON-ABSORBANT DWELLINGS, OR WHERE AN ACCESSORY DWELLING UNIT IS CREATED
SURFACE TO NOT LESS THAN 72" ABOVE THE FLOOR (IRC R307.2). WITHIN AN EXISTING DWELLING UNIT, EACH DWELLING UNIT SHALL BE DEMO 2'-6" 6'-8"EDGES, AND 126'-8" †OC FIELD NAILING.
LAY SHEATHING THE LONG DIRECTION PERPENDICULAR
EQUIPPED WITH SMOKE ALARMS AS REQUIRED FOR NEW DWELLINGS. MAIN LEVELTO SUPPORTS AND STAGGER PANEL END JOINTS. ALLOW 1/8†SPACE BETWEEN PANEL ENDS
ALL BEDROOM DOORS, AND BATHROOM DOORS IN BATHROOMS WITH AN D1 3'-0" 6'-8"AND EDGES.6'-8" D2 1 MAIN LEVEL
OCCUPANCY VENTILATION FAN SHALL BE UNDERCUT A MINIMUM OF 3/4" D2 6'-0" 6'-8" 6'-8" 1/4" = 1'-0"
ABOVE THE ADJACENT FLOOR COVERING OR PROVIDE SWEEP UNDER
D3 6'-0" 6'-8"4.ALL 2X HANGERS TO BE TOP FLANGE BEARING SIMPSON JB TYPE, UNLESS NOTED6'-8"
DOOR AND TRANSFER GRILLE ABOVE DOOR. HEAT DETECTION INTERCONNECTION R314.4.1 HEAT DETECTORS AND
HEAT ALARMS SHALL BE CONNECTED TO AN ALARM OR A SMOKE ALARM D4 2'-6" 6'-8"OTHERWISE. ANY HANGERS REQUIRED AT BEAMS ARE SPECIFIED ON PLAN. I JOIST6'-8"
PROVIDE WEATHER RESISTANT FIBER CEMENT WALLBOARD UNDER TUB THAT IS INSTALLED IN THE DWELLING. ALARMS THAT ARE INSTALLED FOR D5 2'-8" 6'-8"HANGERS TO BE TOP FLANGE BEARING SIMPSON
MIT OR ITS TYPE, UNLESS NOTED6'-8"
AND SHOWER ENCLOSURE MATERIALS TO A HEIGHT OF 70" MINIMUM THIS PURPOSE SHALL BE LOCATED IN A HALLWAY, ROOM, OR OTHER D6 2'-6" 6'-8" 6'-8"
ABOVE THE DRAIN INLET. LOCATION THAT WILL PROVIDE OCCUPANT NOTIFICATION. OTHERWISE.
D7 2'-6" 6'-8" 6'-8" FLOOR PLAN KEY NOTES
ARLINGTON, WA
D8 2'-6" 6'-8" 6'-8"
309 S DUNHAM AVE
ALL BEDROOM DOORS, AND BATHROOM DOORS IN BATHROOMS WITH AN COMBINATION ALARMS R314.5 COMBINATION SMOKE AND CARBON 5.BEAMS ARE FLUSH FRAMED WITH JOISTS, UNLESS NOTED OTHERWISE ON
DETAILS, OR ON
OCCUPANCY VENTILATION FAN SHALL BE UNDERCUT A MINIMUM ? 3/4" MONOXIDE ALARMS MAY BE USED IN PLACE OF SMOKE ALARMS. D9 6'-0" 6'-8" 6'-8" NO. DESCRIPTION
PLANS AS “DB.†DB INDICTES A “DROPPED BEAM†WHICH IS FRAMED BELOW THE FLOOR.
ABOVE THE ADJACENT FLOOR COVERING OR PROVIDE SWEEP UNDER D10 5'-0" 6'-8" 6'-8" 1 EXISTING SEWER ~5' ABOVE FFE
DOOR AND TRANSFER GRILLE ABOVE DOOR. POWER SOURCE R314.6 SMOKE ALARMS, HEAT ALARMS, AND HEAT D11 2'-6" 6'-8"WHERE BEAMS ARE NOT SUPPORTED BY HANGERS, SUPPORT IS PER THE STUD AND
SHEAR6'-8" 2 EXISTING ELECTRICAL PANEL-150 AMP, UPGRADE TO 200 AMP
DETECTORS SHALL RECEIVE PRIMARY POWER FROM THE BUILDING WALL PLAN. PROVIDE A35 CLIPS EA SIDE OF BEAMS THAT BEAR ON DOUBLE TOP PLATES.
D12 5'-0" 6'-8" 6'-8"
1. A CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH WIRING AND, WHEN POWER IS INTERRUPTED, SHALL RECEIVE POWER
SEPARATE SLEEPING AREA IN IMMEDIATE VICINITY OF BEDROOMS D22 2'-6" 6'-8" 6'-8"
309 S DUNHAM AVE ADDITION
FROM A BATTERY. 6.PROVIDE SIMPSON STRONG TIE H2.5A TIES AT ALL ROOF TRUSSES
VIRTUS STAMP AND SCOPE
AND ON EACH LEVEL PER 2015 IRC R315. DEMO 2'-0" 6'-8" 6'-8"
ENCOMPASSES THE PRIMARY
2. A SMOKE DETECTOR SHALL BE INSTALLED IN EACH HABITABLE ROOM. INTERCONNECTIVITY R314.4 WHERE MORE THAN ONE SMOKE ALARM IS DEMO 2'-4" 6'-8" 6'-8"
3. A SMOKE DETECTOR SHALL BE CENTRALLY LOCATED ON EACH REQUIRED TO BE INSTALLED, THE ALARM DEVICES SHALL BE DEMO 5'-0" 6'-8"7.WHERE SHEAR WALLS ARE PERPENDUCLAR TO ROOF TRUSSES,
PROVIDE 2X BLOCKING6'-8" STRUCTURAL ELEMENTS AS SHOWN
FLOOR. INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE DEMO 2'-6" 6'-8"BETWEEN ROOF TRUSSES WITH SIMPSON STRONG TIE A35 CLIPS @ 246'-8" †OC INTO THE
IN THE REDLINE MARKUPS, ONLY.
4. AN ADDITIONAL SMOKE DETECTOR SHALL BE INSTALLED IN EACH ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL DWELLING DOUBLE PLATE. WHERE SHEAR WALLS ARE PARALLEL, ALIGN
TRUSS OVER SHEAR WALL,
DEMO 2'-6" 6'-8" 6'-8"
LOCATION WHERE THERE IS A CEILING HEIGHT CHANGE GREATER UNIT. PHYSICAL INTERCONNECTION OF SMOKE ALARMS SHALL NOT BE PROJECT: SMITH REMODEL
PROJECT NUMBER: 24081-0106
THAN 24". REQUIRED WHERE LISTED WIRELESS ALARMS ARE INSTALLED AND ALL DEMO 2'-0" 6'-8"AND PROVIDE CONNECTION PER SHEAR WALL SCHEDULE.6'-8"
5. SMOKE DETECTORS SHALL BE 110V HARDWIRED, INTERCONNECTED, ALARMS SOUND UPON ACTIVATION OF ONE ALARM.
Job No.: 23-15
WITH BATTERY BACKUP, PER 2015 IRC R314. WHERE AN ACCESSORY DWELLING UNIT IS CREATED WITHIN AN EXISTING 8.ALL RIM JOISTS TO BE 1 ½†LSL MINIMUM, UNLESS OTHERWISE NOTED ON PLAN.
DATE: 01/16/2025
NOTE: A SPRINKLER SYSTEM IS NOT REQUIRED FOR THIS RESIDENCE. DWELLING UNIT ALL REQUIRED SMOKE ALARMS, IN THE ACCESSORY
DWELLING UNIT AND THE PRIMARY DWELLING UNIT, SHALL BE 9.ADDITIONAL TYPICAL DETAILS NOT CALLED OUT ON PLAN PER SHEET S-4.0. NOT ALL DESCRIPTION: ROOF FRAMING PLAN
DRAWN BY: CDA
INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE
ALARM WILL ACTIVATE ALL ALARMS IN BOTH THE PRIMARY DWELLING UNIT DETAILS MAY BE APPLICABLE.
A2.0
AND THE ACCESSORY DWELLING UNIT
GENERAL REQUIREMENTS STRUCTURAL OBSERVATION
FILL MATERIAL PENETRATION SLEEVES
STRUCTURAL OBSERVATION IS THE VISUAL OBSERVATION OF THE STRUCTURAL
COMPACTED FILL MATERIAL SHALL BE PLACED IN MAXIMUM 12" LIFTS AND PROVIDE SLEEVES FOR ALL UTILITY OPENINGS. DO NOT CUT ANY
REINFORCING
GOVERNING CODE SYSTEM BY A REGISTERED DESIGN PROFESSIONAL FOR GENERAL
SHALL BE COMPACTED TO MINIMUM 95% MODIFIED PROCTOR IN ACCORDANCE AT OPENINGS. CONCRETE WHICH HAS CONTAINED WATER FOR MORE
THAN 90
THE DESIGN AND CONSTRUCTION OF THIS PROJECT IS GOVERNED BY THE CONFORMANCE TO THE APPROVED CONSTRUCTION DOCUMENTS. PER IBC
WITH ASTM D1557. COMPACTION SHALL BE VERIFIED BY A QUALIFIED MINUTES (60 MINUTES IF AIR TEMPERATURE EXCEEDS 85 DEGREES)
SHALL NOT
INTERNATIONAL BUILDING CODE (IBC) 2021 EDITION, HEREAFTER REFERRED SECTION 1704.6 STRUCTURAL OBSERVATION IS NOT REQUIRED FOR THIS
INSPECTOR APPROVED BY THE BUILDING OFFICIAL. BE USED. RETEMPERING OF CONCRETE AFTER INITIAL SET IS NOT
ALLOWED.
TO AS THE IBC, AS ADOPTED AND MODIFIED BY ARLINGTON, WA UNDERSTOOD PROJECT. HOWEVER, THIS DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY
CURE EXPOSED CONCRETE PER ACI 301 FOR A MINIMUM OF 7 DAYS.
FOR THE SPECIAL INSPECTIONS AND TESTS REQUIRED BY A SPECIAL INSPECTOR
TO BE THE AUTHORITY HAVING JURISDICTION (AHJ).
DRAINAGE
PER IBC CHAPTER 17.
PROVIDE POSITIVE DRAINAGE SLOPES, BOTH DURING AND AFTER CONSTRUCTION JOINTS
REFERENCE STANDARDS
CONSTRUCTION, FOR SURFACE AND ROOF RUNOFF. CONFORM TO ACI301 SECTION 2.2.2.5, 5.2.2.1, AND 5.3.2.6.
SUBMIT LOCATIONS OF
AT THE ENGINEERS DISCRETION, SITE OBSERVATIONS MAY STILL BE
REFER TO CHAPTER 35 OF THE IBC. WHERE OTHER STANDARDS ARE NOTED IN
CONSTRUCTION JOINTS PER ACI301 SECTION 5.1.2.3a FOR REVIEW
AND APPROVAL
PERFORMED. ONLY SIGNIFICANT STAGES OF CONSTRUCTION IDENTIFIED BY THE
THE DRAWINGS, USE THE LATEST EDITION OF THE STANDARD UNLESS A
BASEMENT WALLS BY THE STRUCTURAL ENGINEER OF RECORD TWO WEEKS MINIMUM PRIOR
TO
STRUCTURAL OBSERVER REQUIRE OBSERVATION. FOR REPETITIVE OR SIMILAR
SPECIFIC DATE IS INDICATED. REFERENCE TO A SPECIFIC SECTION IN A CODE
FORMING.
STRUCTURAL ELEMENTS IDENTIFIED AS SIGNIFICANT, ONLY THE FIRST ELEMENT
DO NOT BACKFILL AGAINST BASEMENT OR RESTRAINED WALLS UNTIL FRAMING
DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE ENTIRE
OF A STAGE REQUIRES OBSERVATION UNLESS NOTED OTHERWISE.
TO SUPPORT WALL IS PERMANENTLY ATTACHED. DO NOT EXCEED 1'-0"
STANDARD.
DIFFERENTIAL IN FILL LEVEL ON OPPOSITE SIDES OF FOUNDATION WALLS. EMBEDDED ITEMS
POSITION AND SECURE IN PLACE EXPANSION JOINT MATERIAL, ANCHORS
AND
CONSTRUCTION DOCUMENTS
THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED DESIGN CRITERIA
DIVISION OF RESPONSIBILITY OTHER STRUCTURAL AND NON STRUCTURAL EMBEDDED ITEMS
BEFORE
PLACING CONCRETE. CONTRACTOR SHALL REFER
TO MECHANICAL,
STRUCTURE. THEY DO NOT INDICATE THE METHOD OR SEQUENCE OF
THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR ANY GEOTECHNICAL
ELECTRICAL, PLUMBING AND ARCHITECTURAL DRAWINGS AND
COORDINATE
CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND PROVIDE 1. BUILDING RISK CATEGORY II.
ASPECTS OF THIS PROJECT. IT IS RECOMMENDED THAT THE OWNER RETAIN A
OTHER EMBEDDED ITEMS.
ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING
REGISTERED GEOTECHNICAL ENGINEER TO CONDUCT A GEOTECHNICAL
CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, 2. FLOOR LIVE LOAD = 40 PSF (REDUCIBLE).
INVESTIGATION AND PREPARE A REPORT WITH RECOMMENDATIONS FOR
BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE
FOUNDATION DESIGN AND EARTHWORK PROCEDURES. GROUT
STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S
USE 7000 PSI NOON SHRINK GROUT UNDER COLUMN BASE PLATES.
3. ROOF LIVE LOAD = 20 PSF
MEANS, METHODS, TECHNIQUES, SEQUENCES FOR PROCEDURE OF
EXTERIOR SLABS AND SIDEWALKS
CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT
SEE ARCHITECTURAL/CIVIL DRAWINGS FOR EXTERIOR SLABS AND SIDEWALKS. BONDING AGENT
THERETO (NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION 4.SUPERIMPOSED DEAD LOAD ON ROOF JOISTS = 20 PSF
USE MATEREMACO ADH326. APPLY IN ACCORDANCE WITH
MANUFACTURER
OF THESE ITEMS). THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN
INSTRUCTIONS.
AND IMPLEMENTATION OF ALL SCAFFOLDING, BRACING AND SHORING. 5. GROUND SNOW LOAD = 25 PSF, Ce=1.0, Is=1.0, Ct=1.2, C = 1.0 FLAT ROOF SNOW
S
LOAD = 21 PSF. SLOPED ROOF SNOW LOAD = 21 PSF
CONCRETE
CONSTRUCTION MATERIAL STORAGE
CONCRETE CRACK REPAIR AND MAINTENANCE PROGRAM
CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED
CONCRETE SHRINKS AND CONTINUES TO SHRINK FOR UP TO TWO YEARS
AFTER
6. ULTIMATE WIND SPEED = 98 MPH (3-SECOND GUST), RISK CATEGORY II,
STANDARDS
CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE
CONSTRUCTION AND AS A RESULT, CRACKING WILL TYPICALLY OCCUR.
THESE
FOOT. EXPOSURE C, GCpi=+/-0.55, Ke = 0.99, G = 0.85, Kzt = 1.0
ACI301-10 “SPECIFICATION FOR STRUCTURAL CONCRETE†CRACKS TO NOT TYPICALLY IMPAIR THE INTEGRITY OF
THE STRUCTURE.
IBC CHAPTER 19 “CONCRETE†HOWEVER, VIRTUS RECOMMENDS A ONE-TIME CRACK
REPAIR AND
CONTRACTOR OPTIONS COMPONENT AND CLADDING PRESSURES:
ACI318-19 “BUILDING CODE REQUIREMENT FOR STRUCTURAL CONCRETE†MAINTENANCE PROGRAM BE IMPLEMENTED FOR THOSE SLABS
EXPOSED TO
OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF AN OPTION IS CHOSEN, THE
ACI117-10 “SPECIFICATIONS FOR TOLERANCE FOR CONCRETE CONSTRUCTION WATER OR CHEMICALS. THE MAINTENANCE PROGRAM SHALL CONSIST
OF:
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES AND
AND MATERIALS†· INSPECT SLABS AND SUPPORTING MEMBERS TWO
YEARS AFTER
SHALL COORDINATE ALL DETAILS WITH ALL TRADES.
CONSTRUCTION
MIX DESIGN: · DETERMINE CRACKS IN THE STRUCTURE TO BE REPAIRED
NOTE PRIORITIES
· REPAIR CRACKS
NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL
STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN,
CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. FOR
THE TOTAL LENGTH OF CRACKING CAN BE ESTIMATE AT 0.009 FEET
OF CRACKS
BIDDING PURPOSES, WHERE ANY MEMBER IS SHOWN BUT NOT CALLED OUT, THE
PER SQUARE FEET OF SLAB AREA. THE OWNER SHOULD RESERVE FUNDS
FOR
LARGEST SIMILAR MEMBER SHALL BE UTILIZED.
THIS ONE TIME MAINTENANCE PROGRAM, WHICH IS TO TAKE PLACE
TWO YEARS
AFTER THE COMPLETION OF CONSTRUCTION.
DIMENSIONS
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL
EVEN THOUGH CRACKING IS NORMAL AND MOST OFTEN NOT
STRUCTURAL
DIMENSIONS WITH ARCHITECTURAL OR HOME DESIGNER DRAWINGS PRIOR TO
SIGNIFICANT, WHEN CRACKING OCCURS DURING CONSTRUCTION
THE
START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH THE ARCHITECT
CONTRACTOR SHALL CONTAC THE ARCHITECT/ENGINEER FOR
REVIEW. THE
OR ENGINEER OF RECORD. DO NOT USE SCALED DIMENSIONS.
CONTRACTOR SHOULD BUDGET 0.004 FT OF EPOXY INJECTED CRACK
REPAIR PER 309 S DUNHAM AVE
SQUARE FOOT OF SLAB.
ARLINGTON, WA 98223
DETAIL CALLOUTS
ALL DETAILS SHALL BE INCORPORATED INTO THE PROJECT AT ALL
STRENGTH TESTING AND ACCEPTANCE
APPROPRIATE LOCATIONS, WHETHER SPECIFICALLY CUT OR NOT. TYPICAL
NOTES ON MIX DESIGN TABLE
TESTING: OBTAIN SAMPLES AND CONDUCT TESTS IN ACCORDANCE WITH
ACI301
DETAILS MAY NOT NECESSARILY BE CUT ON PLANS, BUT APPLY UNLESS NOTED
1. CONFORM TO ACI 301 SECTION 4, AND 4.2.1.
SECTION 1.6.3.2. ADDITIONAL SAMPLES MAY BE REQUIRED
TO OBTAIN
OTHERWISE. FOR CLARITY, DETAILS MAY SHOW ONLY ONE SIDE OF FRAMING
2. W/C RATIO SHALL BE BASED ON THE TOTAL WEIGHT OF CEMENTITIOUS
CONCRETE STRENGTHS AT ALTERNATE INTERVALS THAN SHOWN BELOW:
CONDITION.
MATERIALS. MAXIMUM RATIOS ARE CONTROLLED BY STRENGTH NOTED IN
TH ETABLE ABOVE, AND DURABILITY REQUIREMENTS IN ACI318 SECTION 19.3.
DRAWING DISCREPANCIES
CURE (4) CYLINDERS FOR 28-DAY TEST AGE. TEST (1) CYLINDER
AT 7 DAYS, TEST
3. CEMENTITIOUS MATERIALS:
WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL
2 CYLINDERS AT 28 DAYS AND HOLD 1 CYLINDER IN RESERVE FOR
USE AS THE
STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS
a. THE USE OF FLY ASH, OTHER POZZOLANS, SILICA FUME, OR SLAG SHALL ENGINEER DIRECTS. AFTER 56 DAYS UNLESS NOTIFIED BY THE ENGINEER
TO THE
SHALL GOVERN.
CONFORM TO ACI318 SECTIONS 1903.2 AND 26.4.2.2. MAXIMUM AMOUNT CONTRARY, THE RESERVE CYLINDER MAY BE DISCARDED WITHOUT
BEING SMITH REMODEL
OF FLY ASH SHALL BE 25% OF TOTAL CEMENTITIOUS CONTENT UNLESS TESTED FOR SPECIMENS MEETING 28-DAY STRENGTH REQUIREMENTS.
REVIEWED AND APPROVED OTHERWISE BY STRUCTURAL ENGINEER OF
SPECIALTY ENGINEERING
RECORD.
ANY ENGINEERING DESIGN, PROVIDED BY OTHERS AND SUBMITTED FOR
THE NUMBER OF CYLINDERS INDICATED ABOVE REFERENCE
6 BY 12 INCH
b.CEMENTITIOUS MATERIALS SHALL CONFORM TO THE RELEVANT ASTM
REVIEW, SHALL BEAR THE SEAL OF AN ENGINEER REGISTERED IN THE STATE OF
CYLINDER. IF 4 BY 8 CYLINDERS ARE TO BE USED, ADDITIONAL
CYLINDERS
STANDARDS LISTED IN ACI318 SECTION 26.4.1.1.1 (a).
WASHINGTON. THIS IS TO INCLUDE, BUT NOT BE LIMITED TO BRACING AND 7.SEISMIC DESIGN CATEGORY D, SOILS SITE CLASS D, RISK CATEGORY II, Ie=1.0,
MUST BE CURED FOR TESTING OF 3 CYLINDERS AT TEST AGE PER THE
TABLE OF
SHORING WHETHER TEMPORARY OR PERMANENT.
4. AIR CONTENT TO CONFORM TO ACI318 SECTION 19.3.3.1. MINIMUM MIX DESIGN REQUIREMENTS.
Ss=1.034g, S1=0.369g, SDs=0.749g
STANDARDS FOR EXPOSURE CLASS ARE NOTED IN THE TABLE ABOVE. IF
OTHER DRAWINGS
FREEZING AND THAWING CLASS IS NOT NOTED, AIR CONTENT GIEN IS THAT
ACCEPTANCE: STRENGTH IS SATISFACTORY WHEN THE FOLLOWING
CONDITIONS
REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, CIVIL AND
REQUIRED BY THE STRUCTURAL ENGINEER OR RECORD. TOLERANCE IS +/- 1
ARE MET:
PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION INCLUDING BUT NOT SOILS AND FOUNDATIONS
1/2%. AIR CONTENT SHALL BE MEASURED AT POINT OF PLACEMENT.
· THE AVERAGE OF ALL SETS OF 3 CONSECUTIVE TESTS EQUAL
OR EXCEED
LIMITED TO: DIMENSIONS, ELEVATIONS, SLOPES, DOOR AND WINDOW OPENINGS,
5. AGGREGATES SHALL CONFORM TO ASTM C33
THE SPECIFIED STRENGTH.
NON-BEARING WALLS, STAIRS, FINISHES, DRAINS, WATERPROOFING, RAILINGS,
6.SLUMP: CONFORM TO ACI 301 SECTION 4.2.2.2. SLUMP SHALL BE DETERMINED
CURBS DEPRESSIONS, MECHANICAL UNIT LOCATIONS, AND OTHER SOILS REPORT
· NO INDIVIDUAL TEST FALLS BELOW THE SPECIFIED STRENGTH
BY MORE
AT POINT OF PLACEMENT.
NO SOILS REPORT WAS PROVIDED FOR THIS PROJECT. CONFORM TO IBC
THAN 500 PSI.
NONSTRUCTURAL ITEMS.
7. CHLORIDE CONTENT: CONFORM TO ACI318 TABLE 19.3.2.1
CHAPTER 18. THE FOLLOWING DESIGN SOIL VALUES HAVE BEEN ASSUMED IN
DESIGN OF THESE DOCUMENTS. SPREAD FOOTINGS SHALL BEAR ON COMPETENT
8. EXPOSURE CLASS IS ASSUMED TO BE F0, S0, W0, AND C0 UNLESS DIFFERENT
COORDINATION
EXPOSURE IS INDICATED IN THE ABOVE TABLE. CONCRETE PLACEMENT TOLERANCE
PERMIT 01/16/2025
NATIVE SOIL OR COMPACTED FILL MATERIAL.
THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING DETAILS AND
CONFORM TO ACI117-10 FOR CONCRETE PLACEMENT TOLERANCE.
ACCURACY OF THE WORK; FOR CONFIRMING AND CORRELATING ALL
QUANTITIES AND DIMENSIONS; FOR SELECTING FABRICATION PROCESSES; FOR DESIGN SOIL VALUES
FLY ASH
TECHNIQUES OF ASSEMBLY, AND FOR PERFORMING WORK IN A SAFE AND ALLOWABLE FOUNDATION BEARING PRESSURE 1500 PSF (TOTAL
LOAD) NO FLY ASH ADDITIVES SHALL BE USED IN FLATWORK OR ARCHITECTURALLY
SECURE MANNER. ACTIVE LATERAL PRESSURE 45 PSF/FT
EXPOSED CONCRETE. FLY ASH (IF PERMITTED BY ARCHITECTURAL REINFORCING STEEL
SPECIFICATIONS) SHALL CONFORM TO ASTM C618, CLASS F AND SHALL BE STANDARDS
AT REST RESISTING PRESSURE 250 PSF/FT
MEANS METHODS AND SAFETY REQUIREMENTS
LIMITED TO 18% OF CEMENTITIOUS MATERIALS AND SHALL HAVE A
COEFFICIENT OF FRICTION 0.3
ACI 301-10 “STANDARD SPECIFICATION FOR STRUCTURAL
CONCRETE.â€
THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF
REPLACEMENT FACTOR OF 1.2 RELATIVE TO CEMENT REPLACED. CONCRETE SECTION 3 “REINFORCEMENT AND REINFORCEMENT
SUPPORTSâ€
CONSTRUCTION AND ALL JOB RELATED SAFETY STANDARDS SUCH AS OSHA. FACTOR OF SAFETY 1.5
SHALL BE FREE OF CHLORIDE. MAXIMUM SLUMP 4 1/2" FOR CONCRETE WITHOUT
ACI SP-66(04) “ACI DETAILING MANUALâ€
THE CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF *IT IS ASSUMED THAT ALL WORK IS PERFORMED ABOVE THE GROUND WATER
PLASTICIZER. IF PLASTICIZER IS USED, AN 8" MAXIMUM SLUMP IS ALLOWED AT TH
CONSTRUCTION RELATED TO THE INTERMEDIATE STRUCTURAL CONDITIONS. TABLE.
PLACEMENT. ALL MIX DESIGNS SHALL BE DESIGNED BY THE CONCRETE CRSE MSP-09 28 EDITION “MANUAL OF STANDARD PRACTICEâ€
PRODUCTION FACILITY IN ACCORDANCE WITH ACI 301 AND SHALL BE REVIEWED IBC CHAPTER 19 “CONCRETEâ€
ALTERNATES FROST DEPTH
BY THE STRUCTURAL ENGINEER PRIOR TO PLACEMENT. MIX DESIGNS FOR ACI 318-14 “BUILDING CODE REQUIREMENTS FOR STRUCTURAL
CONCRETEâ€
ALTERNATE PRODUCTS OF SIMILAR STRENGTH, NATURE, AND FORM FOR FOOTINGS SHALL, AT A MINIMUM, EXTEND BELOW THE ESTABLISHED FROST
POST-TENSIONING CONCRETE SHALL BE PROPORTIONED SO AS TO MINIMIZE ACI 117-10 “SPECIFICATIONS FOR TOLERANCES
FOR CONCRETE
SPECIFIED ITEMS MAY BE SUBMITTED WITH ADEQUATE TECHNICAL DEPTH OF 24â€. INTERIOR FOOTINGS, FOOTINGS THAT DO NOT SUPPORT A WALL
SHRINKAGE CRACKING. CONSTRUCTION AND MATERIALSâ€
DOCUMENTATION TO THE ARCHITECT/ENGINEER FOR REVIEW. ALTERNATE EXPOSED TO THE EXTERIOR, OR WITHIN 3 FEET OF SUCH A WALL, NEED ONLY
MATERIALS THAT ARE SUBMITTED WITHOUT ADEQUATE TECHNICAL EXTEND 12†BELOW THE FINISHED GRADE.
VIBRATION
DOCUMENTATION OR THAT SIGNIFICANTLY DEVIATE FROM THE DESIGN INTENT
MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED, EXCEPT THAT SLABS
OF MATERIALS SPECIFIED MAY BE RETURNED WITHOUT A REVIEW.
MATERIALS
ON GRADE NEED BE VIBRATED ONLY AROUND UNDER-FLOOR DUCTS, ETC. DO
ALTERNATES THAT REQUIRE SUBSTANTIAL EFFORT TO REVIEW WILL NOT BE
REINFORCING BARS ASTM A615 GRADE 60 DEFORMED
BARS
NOT DROP CONCRETE MORE THAN FIVE FEET WITH OUT THE USE OF TREMIES.
REVIEWED UNLESS AUTHORIZED BY THE OWNER.
REVIBRATE TOPS OF CAISSONS 15 MINUTES AFTER PLACING CONCRETE. BAR SUPPORTS CRSI MSP-09 CHAPTER 3 (BAR SUPPORTS)
24081-0106
TIE WIRE 16 GAGE OR HEAVIER, BLACK ANNEALED
CONTROL JOINTS HEADED DEFORMED BARS ASTM A970
S-1.0
01/16/2025
UNLESS APPROVED OTHERWISE IN WRITING BY THE ARCHITECT, ALL CONCRETE
GENERAL
SLABS ON GRADE SHALL BE BOUND BY CONTROL JOINTS (KEYED OR SAW CUT).
NOTES
NTS
KEYED CONTROL JOINTS NEED ONLY OCCUR AT EXPOSED EDGES DURING
POURING, ALL OTHER JOINTS MAY BE SAW CUT.
PLACEMENT STRUCTURAL STEEL
PROTECTIVE COATING REQUIREMENTS SHEATHING
ACCURATELY PLACE OR SUPPORT ALL REINFORCING, INCLUDING WELDED WIRE
SHOP PAINTING SHALL CONFORM TO AISC 360 SECTION M3 AND AISC 303 SECTION WOOD APA-RATED STRUCTURAL SHEATHING INCLUDES ALL VENEER PLYWOOD,
STANDARDS
FABRIC, WITH GALVANIZED METAL CHAIRS. CONFORM TO ACI 301 SECTION 3.3.2.
6.5 UNLESS OTHERWISE SPECIFIED BY THE PROJECT SPECIFICATIONS. WAFER-BOARD, PARTICLEBOARD, T1-11 SIDING, AND COMPOSITES
OF VENEER
IBC CHAPTER 22 “STEELâ€
SECURELY TIE ALL BARS IN LOCATION BEFORE PLACING CONCRETE.
AND WOOD BASED MATERIAL WITH TONGUE AND GROOVE JOINT.
PER
ANSI/AISC 303-10 “CODE OF STANDARD PRACTICE FOR STEEL BUILDING AND
INTERIOR STEEL NEED NOT BE PAINTED IF THE STEEL SURFACES MEET ANY OF ARCHITECTURAL AND OWNER DIRECTION, NO OSB IS TO
BE USED ON THIS
FABRICATION BRIDGESâ€
THE FOLLOWING CONDITIONS: PROJECT. CONFIRM WITH ARCHITECT. CONFORM TO “CONSTRUCTION
AND
TH
AISC “MANUAL OF STEEL CONSTRUCTION, 14 EDITIONâ€
INDUSTRIAL PLYWOOD†BASED ON PRODUCT STANDARD
PS 1-09 BY THE US
CONFORM TO ACI 301 SECTION 3.2.2, AND ACI SP-66.
· CONCEALED BY THE INTERIOR BUILDING FINISHES
AWS D1.1 “STRUCTURAL WELDING CODE - STEELâ€
DEPARTMENT OF COMMERCE AND “PERFORMANCE STANDARD
FOR WOOD
· FIREPROOFED
2009 RCSC “SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH
BASED STRUCTURAL USE PANELS†BASED ON PRODUCT STANDARD
PS 2-10 BY
CONCRETE COVER BOLTSâ€
· EMBEDDED IN CONCRETE THE US DEPARTMENT OF COMMERCE AND “PLYWOOD DESIGN SPECIFICATIONâ€
CONFORM TO THE FOLLOWING COVE REQUIREMENTS UNLESS NOTED
· WELDED; IF AREA REQUIRES PAINTING, DO NOT PAINT UNTIL AFTER WELD BASED ON APA D510C-12 BY THE AMERICAN PLYWOOD ASSOCIATION.
UNLESS
OTHERWISE IN THE DRAWINGS:
INSPECTIONS AND NON-DESTRUCTIVE TESTING REQUIREMENT, IF ANY, ARE NOTED OTHERWISE, SHEATHING SHALL COMPLY WITH THE FOLLOWING
TABLE:
MATERIALS
CONCRETE CAST AGAINST EARTH 3â€
SATISFIED.
WIDE FLANGE (W) SHAPES ASTM A992 Fy=50 KSI
CONCRETE PERMANENTLY EXPOSED TO EARTH OR WEATHER 2â€
· INTERIOR STEEL, EXPOSED TO VIEW, SHALL BE PAINTED WITH ONE COAT OF
TIES IN PLINTHS 1 1/2†ANGLE (L) SHAPES ASTM A36 Fy=36 KSI
SHOP PRIMER UNLESS OTHERWISE INDICATED IN THE PROJECT
STRUCTURAL PLATE (PL) ASTM A36 Fy=36 KSI
SPECIFICATIONS. FIELD TOUCH-UPS TO MATCH THE FINISH COAT OR AS
BARS EXPOSED TO INTERIOR CONDITIONS ONLY 1â€
HOLLOW STRUCTURAL SECTION (HSS) AST A500 GRADE B Fy=46
KSI OTHERWISE INDICATED IN THE PROJECT SPECIFICATIONS.
HIGH STRENGTH BOLTS ASTM A325/F1852, TYPE 1 OR 3
SPLICES
HEAVY HEX NUTS ASTM A563 PER RCSC TABLE 2.1
EXPOSED EXTERIOR STEEL SHALL BE PROTECTED BY ONE OF TWO WAYS. PAINT
CONFORM TO ACI 301 SECTION 3.3.2.7. REFER TO TYPICAL LAP SPLICE AND
WASHERS ASTM F436 PER RCSC TABLE 2.1
WITH AN EXTERIOR MULTI-COAT SYSTEM AS PER THE PROJECT SPECIFICATIONS,
DEVELOPMENT LENGTH SCHEDULE FOR TYPICAL REINFORCEMENT SPLICES.
OR BY GALVANIZING. ALL STEEL ELEMENTS NO PROTECTED WITH A PAINT
SPLICED INDICATED ON INDIVIDUAL SHEETS SHALL CONTROL OVER THE ANCHOR RODS/BOLTS ASTM 1554 GR. 36
TIMBER CONNECTORS
SYSTEM SHALL BE HOT-DIPPED GALVANIZED.
SCHEDULE. MECHANICAL CONNECTIONS MAY BE USED WHEN APPROVED BY WELDED HEADED STUD ASTM A108-NELSON/TRW H4L
TIMBER CONNECTORS SHALL BE BY THE SIMPSON STRONG TIE COMPANY
AS
THE ENGINEER OR RECORD. IF TWO BARS OF UNEQUAL DIAMETER ARE SPLICED,
SPECIFIED IN THEIR LATEST CATALOG. ALTERNATE CONNECTORS
BY OTHER
THE SPLICE LENGTH OF THE LARGER BAR SHALL CONTROL. JOINTS USING HIGH STRENGTH BOLTS
WOOD FRAMING MANUFACTURES MAY BE SUBSTITUTED PROVIDED THAT THEY HAVE CURRENT
· USE ASTM A325-N BOLTS. THREADS NOT EXCLUDED IN THE SHEAR PLANE.
IBC CHAPTER 23 “WOOD†ICC APPROVAL FOR EQUIVALENT OR GREATER LOAD CAPACITIES
AND ARE
FIELD BENDING · HIGH STRENGTH BOLTED JOINTS HAVE BEEN DESIGNED AS BEARING
NDS 2016 “NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD REVIEWED AND APPROVED BY THE ENGINEER OF RECORD PRIOR
TO ORDERING.
CONFORM TO ACI 301 SECTION 3.3.2.8. BAR SIZES #3 THROUGH #5 MAY BE FIELD CONNECTIONS.
CONSTRUCTIONâ€
BENT COLD THE FIRST TIME. SUBSEQUENT BENDS AND OTHER BAR SIZES · PROVIDE ASTM BOLT GRADE AND TYPE AS SPECIFIED IN THE “MATERIALSâ€
ANSI/AF&PA SDPWA-15 SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC CONNECTORS SHALL BE INSTALLED PER THE MANUFACTURERS
INSTRUCTIONS.
REQUIRE PREHEATING. DO NOT TWIST BARS.
WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF
OF THE
LIST ABOVE.
APA D510C-12 PLYWOOD DESIGN SPECIFICATION
NAILS OR BOLTS IN EACH MEMBER. WHERE STRAPS ARE USED AS
HOLD-DOWNS,
· PROVIDE WASHERS OVER OUTER PLY OF SLOTTED HOLES AND OVERSIZE
ANSI/TPI 1-2014 “NATIONAL DESIGN STANDARD FOR METAL PLATE
NAIL STRAPS TO WOOD FRAMING JUST PRIOR TO DRYWALL APPLICATIONS,
AS
POST-INSTALLED ANCHORS HOLES PER RCSC TABLE 6.1
CONNECTED WOOD TRUS CONSTRUCTIONâ€
LATE AS POSSIBLE IN THE FRAMING PROCESS TO ALLOW THE WOOD
TO SHRINK
STANDARDS · PROVIDE NUT AND WASHER GRADES, TYPES AND FINISHES CONFORMING TO
BCI “GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING AND BRACING AND THE BUILDING TO SETTLE. PREMATURE NAILING OF THE
STRAP MAY LEAD
IBC CHAPTER 19 “CONCRETE†TCSC SPECIFICATION TABLE 2.1
OF METAL PLATED CONNECTED WOOD TRUSSES†TO STRAP BUCKLING AND POTENTIAL FINISH DAMAGE.
· PROVIDE FASTENER ASSEMBLIES FROM A SINGLE SUPPLIER
TPI DSB “RECOMMENDED DESIGN SPECIFICATION FOR TEMPORARY BRACING
ACI 318-14 “BUILDING CODE REQUIREMENT FOR STRUCTURAL CONCRETEâ€
· JOINTS SHALL BE “ST†OR SNUG TIGHT. THIS IS FOR TYPICAL BEAM END
OF METAL PLATE CONNECTED WOOD TRUSSES†WHERE CONNECTORS ARE IN EXPOSED EXTERIOR APPLICATIONS
IN CONTACT
POST-INSTALLED ANCHORS (SHEAR TAB) CONNECTIONS, UNLESS NOTED OTHERWISE.
APA REPORT TT-045B “MINIMUM NAIL PENETRATION FOR WOOD WITH THE PRESERVATIVE TREATED WOOD (PT) OTHER THAN CCA,
CONNECTORS
· INSTALL BOLTS IN JOINTS IN ACCORDANCE WITH THE RCSC SPECIFICATION
STRUCTURAL PANEL CONNECTIONS SUBJECT TO LATER LOADS†SHALL BE EITHER BATCH HOT-DIPPED GALVANIZED (HDG),
MECHANICALLY
INSTALL ONLY WHERE SPECIFICALLY SHOWN IN THE DETAILS OR ALLOWED BY
SECTION 8 TABLE 4.1
GALVANIZED (ASTM B695 CLASS 55 MINIMUM) STAINLESS STEEL,
OR PROVIDED
THE ENGINEER OF RECORD. ALL POST INSTALLED ANCHORS TYPES AND
· INSPECTIONS PER RCSC SECTION 9.
DEFERRED SUBMITTALS WITH 1.85 OX/SF OF ZINC GALVANIZING EQUAL TO OR BETTER THAN
SIMPSON
LOCATIONS SHALL BE APPROVED BY THE ENGINEER OR RECORD AND SHALL
HAVE A CURRENT ICC-EVALUATION SERVICE REPORT THAT PROVIDES
SUBMIT PRODUCT DATA AND PROOF OF ICC APPROVAL FOR FRAMING MEMBERS ZMAX FINISH.
RELEVANT DESIGN VALUES NECESSARY TO VALIDATE THE AVAILABLE ANCHORAGE TO CONCRETE
AND FASTENERS THAT HAVE BEEN DESIGNED BY OTHERS. SUBMIT
STRENGTH EXCEEDS THE REQUIRED STRENGTH. ALL STEEL COLUMNS SHALL BE PROVIDED WITH A MINIMUM OF FOUR ¾â€
CALCULATIONS PREPARED BY THE SPECIALTY STRUCTURAL ENGINEER IN THE NAIL STRAPS TO WOOD FRAMING AS LATE AS POSSIBLE
IN THE FRAMING
DIAMETER ANCHOR RODS. COLUMN BASE PLATES SHALL BE AT LEAST ¾†THICK,
STATE OF IDAHO FOR ALL MEMBERS AND CONNECTIONS DESIGNED BY OTHERS PROCESS TO ALLOW THE WOOD TO SHRINK AND THE BUILDING
TO SETTLE.
SUBMIT CURRENT MANUFACTURERS DATA AND ICC ESR REPORT TO ENGINEER UNLESS NOTED OTHERWISE. CAST-IN-PACE ANCHOR RODS SHALL BE PROVIDED
ALONG WITH SHOP DRAWINGS. ALL NECESSARY BRIDGING, BLOCKING, PREMATURE NAILING OF THE STRAP MAY LEAD TO STRAP
BUCKLING AND
OF RECORD FOR APPROVAL REGARDLESS OF WHETHER OR NOT IT IS A UNLESS OTHERWISE APPROVED BY THE ENGINEER OR RECORD. UNLESS NOTED
BLOCKING PANELS AND WEB STIFFENERS SHALL BE DETAILED AND FURNISHED POTENTIAL FINISH DAMAGE.
PRE-APPROVED ANCHOR. ANCHORS SHALL BE INSTALLED IN STRICT OTHERWISE, EMBEDMENT OF CAST-IN-PLACE ANCHOR RODS SHALL BE 12 TIMES
BY THE SUPPLIER. TEMPORARY AND PERMANENT BRIDGING SHALL BE
THE ANCHOR DIAMETER.
INSTALLED IN CONFORMANCE WITH THE MANUFACTURERS SPECIFICATIONS. FASTENERS
ACCORDANCE TO ICC-ESR AND THE MANUFACTURERS PRINTED INSTALLATION
DEFLECTION LIMITS SHALL BE AS NOTED UNDER DEFERRED SUBMITTALS
INSTRUCTIONS IN CONJUNCTION WITH EDGE DISTANCE, SPACING, AND
FASTENERS ARE TO INCLUDE NAILS, BOLTS, SCREWS, AND ALL OTHER
SIMILAR 309 S DUNHAM AVE
SECTION SPECIFIC DETAILS. PRODUCTS TO INCLUDE ARE: SOLID WE WOOD
EMBEDMENT DEPTH AS INDICATED ON THE DRAWINGS. FABRICATION
JOISTS. MEMBERS. ATTACHING TIMBER CONNECTORS (E.G. HANGARS)
TO PT WOOD ARLINGTON, WA 98223
CONFORM TO AISC 360 SECTION M2. THE FOLLOWING QUALITY CONTROL (QC)
SHALL HAVE SIMILAR CORROSION RESISTANCE PROPERTIES AS THE
PROTECTED
THE CONTRACTOR SHALL ARRANGE FOR A MANUFACTURERS FIELD STANDARDS SHALL BE CONFORMED TO:
CONNECTOR. FASTENERS ATTACHING SAWN TIMBER MEMERS OR SHEATHING
IDENTIFICATION
REPRESENTATIVE TO PROVIDE INSTALLATION TRAINING FOR ALL PRODUCTS TO · AISSC 360 CHAPTER N “QUALITY CONTROL AND QUALITY ASSURANCEâ€
TO PT WOOD SHALL BE CORROSION RESISTANT. VERIFY THE
SUITABILITY OF
BE USED, PRIOR TO THE COMMENCEMENT OF WORK. ONLY TRAINED INSTALLED
ALL SAWN LUMBER AND PRE-MANUFACTURED WOOD PRODUCTS SHALL BE THE FASTENER PROTECTION/COATING WITH THE WOOD TREATMENT CHEMICAL
· AISE 303 SECTION 8 “QUALITY CONTROLâ€
SHALL PERFORM POST INSTALLED ANCHOR INSTALLATION. A RECORD OF
IDENTIFIED BY THE GRADE MARK OR CERTIFICATE OF INSPECTION ISSUED BY MANUFACTURER/SUPLIER.
· FABRICATOR AND ERECTOR SHALL ESTABLISH AND MAINTAIN WRITTEN QC
THE CERTIFYING AGENCY.
TRAINING SHALL BE KEPT ON SITE AND BE MADE AVAILABLE TO THE ENGINEER
PROCEDURES PER AISC 360 SECTION N3
OF RECORD AS REQUESTED.
PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL
BOLTS AND LAG
· FABRICATOR SHALL PERFORM SELF-INSPECTIONS PER AISC 360 SECTION N5
SAWN LUMBER SCREWS BEARING ON WOOD. BOLTS AND LAG BOLTS ARE TO CONFORM
TO
TO ENSURE THAT THEIR WORK IS PERFORMED IN ACCORDANCE WITH CODE
ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED OF STANDARD PRACTICE, THE AISC SPECIFICATION, CONTRACT DOCUMENTS
SAWN LUMBER SHALL CONFORM TO GRADING RULES OF WWPA, WCLIB, OR ASTM A307 AND IBC SECTION 2304.10. NAILS AND STAPLES SHALL
CONFORM TO
ORIENTATION SHALL BE PERFORMED BY A CERTIFIED ADHESIVE ANCHOR AND THE APPLICABLE BUILDING CODE.
NLGA AND THE TABLE BELOW. FINGER JOINTED STUDS ACCEPTABLE AT ASTM F1667 AND IBC SECTION 2303.6 AND 2304.10.
INSTALLER AS CERTIFIED THROUGH ACI/CRSI OR APPROVED EQUIVALENT.
INTERIOR WALLS ONLY.
SMITH REMODEL
· QC INSPECTION MAY BE COORDINATED WITH QUALITY ASSURANCE
PROOF OF CURRENT CERTIFICATION SHALL BE SUBMITTED TO THE ENGINEER INSPECTIONS PER SECTION N5.3 WHERE FABRICATORS QA PROCEDURES
ENGINEERED WOOD PRODUCTS
FOR APPROVAL PRIOR TO COMMENCEMENT OF INSTALLATION. PROVIDE THE NECESSARY BASIS FOR MATERIAL CONTROL, INSPECTION, AND
THE FOLLOWING MATERIALS ARE BASED ON LUMBER MANUFACTURED
BY
CONTROL OF THE WORKMANSHIP EXPECTED BY THE SPECIAL INSPECTOR.
TRUSJOIST AND WERE USED FOR THE DESIGN AS SHOWN
ON THE PLANS.
NO REINFORCING BARS SHALL BE DAMAGED DURING INSTALLATION OF
ALTERNATE PRODUCT BY OTHER MANUFACTURERS MAY BE SUBSTITUTED
POST-INSTALLED ANCHORS. ANCHOR TYPE, DIAMETER AND EMBEDMENT SHALL WELDING
PROVIDED THEY HAVE CURRENT ICC APPROVAL FOR EQUIVALENT OR
GREATER
BE AS INDICATED ON DRAWINGS.
LOAD AND STIFFNESS PROPERTIES AND ARE REVIEWED AND APPROVED
BY THE
THE FOLLOWING WELDING STANDARDS SHALL BE CONFORMED TO:
ENGINEER OF RECORD PRIOR TO ORDERING.
· WELDING SHALL CONFORM TO AWS D1.1 WITH PREQUALIFIED WELDING
ADHESIVE ANCHORS PROCESSES EXCEPT AS MODIFIED BY AISC 360 SECTION J2. WELDERS SHALL
THE LISTED ADHESIVE-TYPE ANCHORING SYSTEMS HAVE BEEN USED IN THE BE QUALIFIED IN ACCORDANCE WITH AWS D1.1 REQUIREMENTS.
DESIGN AND SHALL BE USED FOR ANCHORAGE TO CONCRETE, AS APPLICABLE
· USE 70KSI STRENGTH, LOW-HYDROGEN TYPE ELECTRODES (E7018) OR E71T
AND IN ACCORDANCE WITH CORRESPONDING CURRENT ICC ESR REPORT.
AS APPROPRIATE FOR THE PROCESS SELECTED.
REFERENCE THE CORRESPONDING ICC ESR REPORT FOR REQUIRED MINIMUM
· WELDING OF HIGH STRENGTH ANCHOR RODS IS PROHIBITED UNLESS
AGE OF CONCRETE, CONCRETE TEMPERATURE RANGE, MOISTURE CONDITION,
APPROVED BY ENGINEER.
LIGHT WEIGHT CONCRETE, AND HOLE DRILLING AND PREPARATION
REQUIREMENTS. DRILLED IN ANCHOR EMBEDMENT LENGTHS SHALL BE AS · WELDING OF HEADED STUD ANCHORS SHALL BE IN ACCORDANCE WITH AWS
PERMIT 01/16/2025
D1.1 CHAPTER 7.
SHOWN ON DRAWINGS. ADHESIVE ANCHORS ARE TO BE INSTALLED IN
CONCRETE AGED A MINIMUM OF 21 DAYS, UNLESS OTHERWISE SPECIFIED IN THE
GLULAM
ICC ESR REPORT. ERECTION
GLUED LAMINATED TIMER SHALL CONFORM TO AITC 117-2010 “STANDARD
THE FOLLOWING ERECTION STANDARDS SHALL BE CONFORMED TO:
SPECIFICATIONS FOR STRUCTURAL GLUE-LAMINATED TIMBER OF SOFTWOOD
EXPANSION ANCHORS · CONFORM TO AISC 360 SECTION M4 “ERECTION†AND AISC 303 SECTION 7
SPECIES, MANUFACTURING AND DEISGN†AND ANSI/AITC A190.1 “STRUCTURAL
THE LISTED EXPANSION TYPE ANCHORS ARE PRE-APPROVED FOR ANCHORAGE “ERECTION.â€
GLUED LAMINATED TIMER.†CAMBER ALL GLUED LAMINATED BEAMS, EXCEPT
TO CONCRETE IN ACCORDANCE WITH CORRESPONDING CURRENT ICC ESR · CONFORM TO AISC CHAPTER N “QUALITY CONTROL AND QUALITY
CANTILEVERED AND CONTINUOUS BEAMS, TO 3000' RADIUM, UNLESS SHOWN NAILING REQUIREMENTS
REPORT. ASSURANCE†AND AISC 303 SECTION 8. THE ERECTOR SHALL MAINTAIN
OTHERWISE ON THE PLANS. FABRICATE CANTILEVERED AND CONTINUOUS
CONFORM TO IBC SECTION 2304.10 “CONNECTION AND FASTENERS.â€
UNLESS
DETAILED ERECTION QUALITY CONTROL PROCEDURES THAT ENSURE THAT
BEAMS FLAT, UNLESS SHOWN OTHERWISE ON PLANS. GLLULAM MEMBERS TO
NOTED ON PLANS, NAIL PER TABLE 2304.10.1. NAILING
FOR ROOF/FLOOR
THE WORK IS PERFORMED IN ACCORDANCE WITH THESE REQUIREMENT AND
CONFORM TO THE TABLE BELOW.
SCREW ANCHORS
DIAPHRAGMS/SHEAR WALLS SHALL BE PER DRAWINGS. NAILS SHALL
BE DRIVEN
THE CONTRACT DOCUMENTS.
THE LISTED SCREW TYPE ANCHORS ARE PRE-APPROVED FOR ANCHORAGE TO
FLUSH AND SHALL NOT FRACTURE THE SURFACE OF SHEATHING. ALTERNATE
· STEEL WORK SHALL BE CARRIED UP TRUE AND PLUMB WITHIN THE LIMITS
CONCRETE IN ACCORDANCE WITH CORRESPONDING CURRENT ICC ESR REPORT.
NAILS MAY BE USED BY ARE SUBJECT TO REVIEW AND
APPROVAL BY THE
DEFINED IN AISC 303 SECTION 7.13
STRUCTURAL ENGINEER. SUBSTITUTION OF STAPLES FOR THE
NAILING OF
ADHESIVE · HIGH STRENGTH BOLTING SHALL COMPLY WITH THE RCSC REQUIREMENTS
RATED SHEATHING IS SUBJECT TO REVIEW BY THE STRUCTURAL
ENGINEER
INCLUDING RCSC SECTION 7.2 “REQUIRED TESTING†AS APPLICABLE
AND PRIOR TO CONSTRUCTION.
HILTI HIT-HY 200 ICC ESR 3187
AISC 360 CHAPTER J, SECTION M2.5 AND SECTION N5.6
SIMPSON SET-XT ICC ESR 2508
· WELDING HEADED STUD ANCHORS SHALL BE IN ACCORDANCE WITH AWS
UNLESS NOTED OTHERWISE ON PLANS, ALL NAILS ARE COMMON WIRE
NAILS
D1.1 CHAPTER 7 “STUD WELDINGâ€
AND ARE TO HAVE THE MINIMUM DIMENSIONS AS SHOW IN THE TABLE
BELOW.
EXPANSION · THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AND SAFETY
HILTI KWIK BOLT TZ ICC ESR 1917 PROTECTION REQUIRED BY AISC 360 SECTION M4.2 AND AISC 303 SECTION
24081-0106
SIMPSON STRONG-BOLT 2 ICC ESR 3037 7.10 AND 7.11
S-1.1
DEWALT POWER-STUD +SD2 ICC ESR 2502
01/16/2025
GENERAL
SCREW
NOTES
NTS
SIMPSON TITEN HD ICC ESR 2713
HILTI KWIK HUZ-EZ ICC ESR 3027
DEWALT SNAKE ICC ESR 2272
LIGHT-FRAME CONSTRUCTION
UNLESS NOTED ON THE PLANS, CONSTRUCTION SHALL CONFORM TO IBC
SECTION 2308 “CONVENTIONAL LIGHT0FRAME CONSTRUCTION.â€
NAILERS ON STEEL MEMBERS
WOOD 3X NAILERS ARE GENERALY REQUIRED ON ALL HSS COLUMNS AND STEEL
BEAMS ABUTTING OR EMBEDDED WITHIN WOOD FRAMING. UNLESS NOTED
OTHERWISE, ATTACH WITH 5/8†DIAMETER BOLTS OR WELDED STUDS AT 16†OC.
UNLESS ANOTHER OTHERWISE, WOOD NAILERS ON BEAMS SUPPORTING JOIST
HANGARS SHALL NOT OVERHAND THE BEAM FLANGE BY MORE THAN ¼â€
WOOD SHRINKAGE AND EXPANSION
WOOD MATERIALS WILL EXPAND OR CONTRACT BASED ON RELATIVE CHANGES
IN MOISTURE. THE CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF
CONSTRUCTION RELATED TO MITIGATING AND MANAGING THE EFFECTS OF
CHANGES IN MOISTURE.
MOISTURE CONTENT
WOOD MATERIAL USED FOR THIS PROJECT SHALL HAVE MAXIMUM MOISTURE
CONTENT OF 19% EXCEPT FOR THE PRESSURE-TREATED WOOD SILL PLATE.
REFER TO TESTING AND INSPECTION FOR THE VERIFICATION OF THESE LIMITS.
THE MAXIMUM MOISTURE CONTENT REQUIRED MAY BE LESS THAN 19% WHEN
BASED ON A PARTICULAR CLADDING/INSULATION SYSTEM. REFER TO THE
ARCHITECTS DRAWINGS, AND PROJECT SPECIFICATIONS, OR WITH CLADDING
INSTALLER FOR MAXIMUM RECOMMENDED MOISTURE CONTENT.
SHRINKAGE COMPENSATION FOR MEP SYSTEMS
MEP SYSTEMS, INCLUDING DUCTWORK, PIPES, AND OTHER ELEMENTS THAT RUN
CONTINUOUSLY BETWEEN LEVELS SHALL BE INSTALLED/DESIGNED IN SUCH A
MANNER TO ACCOMMODATE SHRINKAGE IN THE WOOD FRAMING. WOOD
SHRINKAGE AMOUNTS WILL VARY DEPENDING ON THE CONSTRUCTION PROCESS
AND MATERIALS USED. THE ANTICIPATED SHRINKAGE UNDER TYPICAL
CONDITIONS IS EXPECTED TO RANGE BETWEEN 1/8†AND ¼†PER FLOOR.
PRESERVATIVE TREATMENT
WOOD MATERIALS THAT ARE REQUIRED TO BE “TREATED WOOD†IN
ACCORDANCE WITH IBC SECTION 2304.12 “PROTECTION AGAINST DECAY AND
TERMITE PROTECTION†SHALL CONFORM TO THE APPROPRIATE STANDARDS OF
THE AMERICAN WOOD-PRESERVES ASSOCIATION (AWPA) FOR SAWN LUMBER
BLUED LAMINATED TIMBER, ROUND POLES, WOOD PILES, AND MARINE PILES.
FOLLOW AMERICAN LUMBER STANDARDS COMMITTEE (ALSC) QUALITY
ASSURANCE PROCEDURES. PRODUCTS SHALL BEAR THE APPROPRIATE MARK.
FASTENERS OR ANCHORS IN TREATED WOOD SHALL BE OF STAINLESS STEEL OR
HOT-DIPPED GALVANIZED OR AS PER IBC 2304.10.5
MUD SILL PLATES IN NORMALLY DRY INTERIOR APPLICATIONS MAY BE
TREATED WITH SODIUM BORATE (DOT-DISODIUM OCTABORATE
TELRAHYDRATE) AS RECENT STUDIES HAVE NOTED LESS CONNECTOR
309 S DUNHAM AVE
CORROSION POTENTIAL THAN OTHER AVAILABLE WOOD TREATMENTS OR THE
ORIGINAL CCA TREATED SILL PLATES. WOOD TREATED WITH SODIUM BORATE
ARLINGTON, WA 98223
SHALL BE PROTECTED DURING SHIPMENT, STORAGE, AND INSTALLATION TO
MINIMIZE LEACHING OF THE WATER-SOLUBLE PRESERVATIVE FROM THE
LUMBER. SODIUM BORATE PRESSURE TREATED PLATED DO NOT REQUIRE
HOT-DIPPED GALVANIZED CONNECTORS.
IF USING PRESERVATIVE TREATMENTS OTHER THAN CCA OR SODIUM BORATE,
FASTENERS MUST BE HOT DIPPED GALVANIZED OR STAINLESS STEEL. WOOD
TREATED WITH ALKALINE COPPY QUATERNARY (ACQ) REQUIRES STEEL
COMPONENTS IN CONTACT WITH THE WOOD TO BE STAINLESS. FASTENERS
ATTACHING TIMBER CONNECTORS TO PT WOOD SHALL HAVE SIMILAR
SMITH REMODEL
CORROSION RESISTANCE PROPERTIES AS THE PROTECTED CONNECTOR, THAT IS,
USE HOT DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. FASTENERS
ATTACHING SAWN TIMBER MEMBERS OR SHEATHING TO PRESSURE TREATED
WOOD SHALL BE CORROSION RESISTANT.
ALWAYS VERIFY THE SUITABILITY OF THE FASTENER PROTECTION/COATING
PERMIT 01/16/2025
24081-0106
S-1.2
01/16/2025
GENERAL
NOTES
NTS
5" Ø X
24" SMOOTH BAR @ SLAB ON GRADE AND
(3) #5 DOWELS. DRILL AND EPOXY 8" MIN 8
INTO FACE OF EXISTING FOOTING. SIMPSON 24" OC.
GREASE ONE REINFORCING PER
SIDE OF
DOWEL PLAN, TYPICAL
SET-XP EPOXY OR ACCEPTABLE TOP OF
ALTERNATIVE. SLAB
NEW STEM WALL, FOOTING,
AND REINFORCING PER PLAN
16" MIN
4d
2 1" MIN
2
VAPOR BARRIER WHERE
6"
SUBGRADE
PREPARATION PER REQUIRED, TYPICAL
GEOTECH REPORT,
TYPICAL COMPETENT NATIVE SOIL PER 90° 45°
CONSTRUCTION JOINT
GEOTECH REPORT, TYPICAL R R
SAW CUT OR
1 1" WIDE PREMOLDED
R 180°
2 12d
JOINT. DEPTH
OF JOINT TO BE 1
OF THE SLAB
THICKNESS 4
R
FOOTING INTO PLINTH
45°
TOP OF
3" SLAB
R = 6d FOR
#3 THROUGH #8
R = 8d FOR
#9 THROUGH #11
EXISTING BASEMENT STRUCTURAL FILL.
WALL 95% COMPACTION.
12" MAX LIFTS,
TYP
CONTROL JOINT NOTES
NOTES
d = DIAMETER OF REINFORCING BAR
NOTES
1. CONSTRUCTION
JOINT IS A JOINT BETWEEN DIFFERENT POURS. CONTROL JOINT IS A CRACK
CONTROL
JOINT WITHIN THE SAME POUR. R = RADIUS OF BAR BEND
1. ALL VALUES ARE IN INCHES.
2. USE EARLY
ENTRY DRY-CUT SAW AS SOON AS POSSIBLE WITHOUT CAUSING RAVELING OF
2. TOP BAR IS ANY HORIZONTAL BAR WITH AT LEAST
CONCRETE
EDGES. SAWCUT ALONG SHORT DIRECTION OF POUR FIRST.
3. ALIGN
A CONSTRUCTION OR CONTROL JOINT WITH RE-ENTRANT SLAB CORNERS EACH WAY.
12" OF MONOLITHIC POURED CONCRETE BELOW
4. PROVIDE
JOINTS TO ENCLOSE APPROXIMATE SQUARE AREA (PANEL) OF 225 SQUARE FEET,
MAXIMUM.
MAXIMUM PANEL ASPECT RATIO OF 1.3.
5. CONTRACTOR
TO SUBMIT JOINT PLAN TO STRUCTURAL ENGINEER OF RECORD FOR
REVIEW/APPROVAL
POST INSTALLED ANCHORS AT TYPICAL
SLAB-ON-GRADE JOINT
LAP SPLICE AND DEVELOPMENT
1 FOOTING INTERFACE DETAILS
BAR BEND DIAGRAM
LENGTH SCHEDULE
SCALE: NTS 2 SCALE:
3/4" = 1' 3 SCALE: 3/4" = 1'
4 SCALE: NTS
CONCRETE WALL PER PLAN
DOWEL WITH STANDARD
HOOK TO MATCH FOOTING
REINFORCING
POST PER PLAN
Ld PER SCHED
POST BASE PER PLAN.
SLAB ON GRADE AND
ACTUAL MODEL MAY NOT
TOP OF
REINFORCING PER PLAN
BE SHOWN
FOOTING
CONCRETE PLINTH
H
ANCHORAGE PER PLAN
PER PLAN
3" CLR,
TYPICAL 4' MAX BEND DOWELS TO MATCH
309 S DUNHAM AVE
H FOOTING REINFORCING
TOP OF
LAP PER SCHEDULE,
4' MAX
SLAB
TYPICAL
(3) #4 DOWELS FROM ARLINGTON, WA 98223
FOOTING INTO PLINTH
8" MIN
TOP OF
FINISHED GRADE
STEEP AS POSSIBLE, TYPICAL
2 BENT DOWEL TO MATCH
FOOTING REINFORCING
FTG
1 TURNED DOWN EDGE
1.5H MIN FOOTING REINFORCING
THICKNESS
PER PLAN
FOOTING AND
REINFORCING PER PLAN
3" CLEAR AT CORNERS
AT INTERSECTIONS
NOTE
(2) #4 BOTTOM BAR
CAST DOWELS TO MATCH VERTICAL WALL REINFORCING. NOT SHOWN
PER PLAN
FOR CLARITY.
NOTE:
SMITH REMODEL
FOOTING REINFORCING PER PLAN.
BOTTOM OF FOOTING BELOW
FROST DEPTH PER JURISDICTION
TURNED
DOWN EDGE AT SLAB-ON- CORNER AND INTERSECTING
POST FOOTING AT CONCRETE
TYPICAL STEPPED FOOTING GRADE
7 FOOTINGS
PLINTH
5 SCALE: 1/2" = 1' 6 SCALE:
1" = 1' SCALE: 3/4" = 1'
8 SCALE: 3/4" = 1'
STUD WALL AND
SHEATHING PER PLAN
BUNDLED STUDS PER PLAN. STUD WALL AND SHEATHING
PERMIT 01/16/2025
SECTION
2 STUDS, MIN. PT PLATE AND ANCHOR
PIPE SLEEVE AS
BOLTS PER PLAN
REQUIRED, TYPICAL
EXPANSION JOINT AT SLAB
PT BOTTOM PLATE
STEM WALL PER PLAN
ON GRADE, IF APPLICABLE #4 HORIZONTAL BARS @
18"
WITH ANCHOR BOLTS
PER 11/S-4.0 OC CENTERED IN WALL
SLAB ON GRADE AND
1" CLR,
REINFORCING WHERE OCCURS
TYPICAL
STRAP HOLD DOWN
PER PLAN #4 HOOKED VERTICAL BARS
@ 18"
OC CENTERED IN WALL
TOP OF
CONCRETE FOOTING PER PLAN
FINISHED GRADE
TOP OF
FOOTING
4" MIN
CONCRETE STEMWALL
BOT OF
TOP OF PER PLAN
PER PLAN FOOTING
3'-0' MAX
FINISHED GRADE
FOOTING DEPTH
4" MIN
AT CONTRACTORS OPTION,
TURNED DOWN EDGE
EXCAVATION FOR TRENCH
CONCRETE
FOOTING AND
3'-0" MAX
6" MIN NOT ALLOWED BELOW THIS
REINFORCEMENT
PER PLAN
EQ EQ
LINE
18" MIN
1
3" CLR
PLACE CONCRETE FILL
1
BEFORE FOOTING POUR
ALTERNATE HOOK
NOTES
EVERY OTHER BAR
1. PRIOR TO CONSTRUCTION, STRUCTURAL ENGINEER OF RECORD
SECTION
SHALL REVIEW PIPES/SLEEVES GREATER THAN 8" DIAMETER
NOTE
AND/OR SPACED CLOSER THAN 3" APART.
AT "SIM" CONDITION, OMIT SLAB ON GRADE,
2. ALUMINUM MATERIALS SHALL NOT BE EMBEDDED IN CONCRETE.
AND EPOXY VERTICAL REINFORCING INTO
EXISTING STEM WALL TO MATCH 5/S3.0
24081-0106
S-2.0
01/16/2025
TYPICAL EXTERIOR STEM WALL AND
FOUNDATION
DETAILS
TYPICAL PIPE THROUGH FOUNDATION FOOTING AND/OR STEMWALL
STRAP HOLD DOWN INSTALLATION
FOOTING
AS NOTED
9 SCALE: 1/2" = 1'
11 SCALE: NTS
12 SCALE: 3/4" = 1'
STRAP AND NAILING
PER PLAN
EDGE NAILING FULL BUNDLED STUDS OR
HEIGHT OF STUD EDGE NAILING PER PLAN POST PER PLAN
ADDITIONAL STUD, IF HOLD DOWN PER PLAN
REQUIRED PER STRAP STUD OR SHEAR WALL CONTINUES,
WHERE OCCURS PER PLAN
STUD OR SHEAR WALL CONTINUES,
WHERE OCCURS PER PLAN
STAGGER 0.131"Øx31" NAILS STAGGER 0.131"Øx31"
NAILS
2
2
PER SHEAR WALL SCHEDULE PER SHEAR WALL SCHEDULE
EDGE NAILING PER PLAN
EDGE NAILING PER PLAN
STUD WALL AND SHEATHING
STUD WALL AND SHEATHING
PER PLAN
PER PLAN
3 CORNER AND INTERSECTING SHEAR WALLS
SCALE: 1" = 1'
ANCHOR BOLT
PER
11/S-4.0, TYPICAL
ANCHOR BOLT PER 11/S-4.0
PT SILL
PLATE PER
PLAN, TYIPCAL
SHEATHING WHERE
OCCURS PER PLAN WALL STUD SPACING
HOLD DOWN PER PLAN
PER PLAN, TYP
TYPICAL
BUNDLED STUDS PER PLAN
5" MIN, 12" MAX
5" MIN, 12" MAX
NOTCH IN SILL PLATE
8" MAX
WALL STUDS PER PLAN
NOTES:
1. ADDITIONAL INFORMATION PER 10/S-3.0
2. TREAT NOTCHES IN SILL PLATES AS WALL
ENDS. PROVIDE ANCHOR ON BOTH NOTE:
SIDES.
SINGLE TIMBERS MAY BE USED IN LIEU OF
3. AT SHEAR WALLS, PLATE WASHER PER SHEAR
WALL SCHEDULE. STANDARD CUT BUNDLED STUDS, PROVIDED THAT TOTAL WOOD
SMITH REMODEL
WASHERS AT NON SHEAR WALLS.
CROSS SECTION AREA REMAINS THE SAME.
7 SILL PLATE ANCHORAGE - PLAN
END OF SHEAR WALLS
SCALE: 1" = 1'
8 SCALE: 1" = 1'
STUD WALL
PER PLAN
5" MIN
STUDS PER PLAN 1'-0" MAX 6'-0" MAX
PERMIT 01/16/2025
5"Ø ANCHOR
BOLT X 6"
8
LONG, TYPICAL
WALL END PER PLAN
HOLD DOWN PER PLAN
PT SILL PLATE
ANCHOR ROD PER
PLAN
TOP OF
CONCRETE
DRILL AND EPOXY
PER PLAN
EXISTING CONCRETE
WALL
CONCRETE STEM
WALL PER PLAN
NOTES:
1. PROVIDE (2) BOLTS, MINIMUM ON EACH SILL PLATE
PIECE.
2. OVERSIZE HOLES ARE NOT PERMITTED. USE 11"Ø
16
DRILL BIT.
3. SILL PLATE THICKNESS PER PLAN. AT SHEAR WALLS,
THICKNESS PER SHEAR WALL SCHEDULE.
4. CONTACT ENGINEER OF RECORD FOR POST INSTALLED
24081-0106
ANCHOR OPTIONS.
S-3.0
01/16/2025
POST INSTALLED ANCHORS AT
WOOD WALL
ANCHORAGE
FOOTING INTERFACE
SILL PLATE ANCHORAGE - SECTION
AS NOTED
11
SCALE: NTS
12 SCALE: 1/2" = 1'
(2) 2x4 STUDS (3) 2x4 STUDS (3) 2x6 STUDS
WALL FRAMING ABOVE,
RIM JOIST PER PLAN
WHERE OCCURS
1" 21" 11" 31" 11" 1
2 2 2 2 32"
FRAMING
AT LEVEL ABOVE,
BLOCKING, WIDTH TO MATCH WHERE OCCURS
HD HOLD DOWN PER PLAN,
8" TYP 8" TYP
TRIMMER AND KING STUDS
6" TYP TOP OF
WHERE OCCURS
SHEATHING
ABOVE, WHERE OCCURS RIM JOIST
PER PLAN
1" 11" 11"
WALL LENGTH PER PLAN
2 2
PLATE NAILING PER PLAN
STRAP HOLD
DOWN WHERE
PONY WALL FRAMING
TOP OF
SHEATHING OCCURS
PER PLAN
BOTTOM PLATE
SHEATHING PER SHEAR
DOUBLE TOP PLATE WALL SCHEDULE
DOUBLE TOP
PLATE
FIELD NAILING PER 2X BLOCKING
AT
PONY WALL STUDS, TO
PLAN, TYP PANEL EDGES
MATCH STUDS ABOVE
HEADER PER PLAN
1 EDGE NAILING PER
TRIMMER STUDS PER
(3) 8dx34" NAILS BUNDLED
STUDS PER
PLAN, TYP
PLAN
EACH END, TYPICAL PLAN, TYPICAL
SILL, IF OPENING
HD HOLD DOWN AND STRAP HOLD
DOWN, WHERE
IS A WINDOW
ANCHORAGE PER PLAN OCCURS,
PER PLAN
(2) 2X4
LAMINATIONS W/ (3) 2X4 LAMINATIONS W/ (1) (3) 2X6 LAMINATIONS W/ (2)
(1)
ROW OF 10dx31" ROW OF 10dx31" NAILS EACH ROWS OF 10dx31" NAILS EACH
2 2 2
NAILS,
STAGGERED LAYER, STAGGERED BETWEEN LAYER, STAGGERED BETWEEN PONY WALL IF OPENING
STUD WALL FRAMING
LAYERS EACH SIDE LAYERS EACH SIDE IS A WINDOW
PER PLAN
PT SILL PLATE
AND ANCHOR
BOLTS PER
PLAN
CONC STEMWALL
&
NOTE:
FOOTING
PER PLAN
EACH ADDITIONAL
LAMINATION OVER (3) LAMINATIONS SHALL BE
NAILED
TO THE ASSEMBLY WITH 10dx31" COMMON WIRE NAILS,
KING STUD(S) PER PLAN
4
STAGGERED
EACH SIDE OF BUNDLED STUDS
NAILING
FOR BUNDLED STUDS TYPICAL HEADER
4 SHEAR WALL ELEVATION
2 SCALE:
3/4" = 1' 3 SCALE: 1/2" = 1'
SCALE: 1/4" = 1'
2 ROWS 10dx31" NAILS, (16)
4
4'-0" MIN SPLICE LAP TOTAL, STAGGERED WITHIN AREA
OF SPLICE @ 6" OC
PLATE SPLICE TO
OCCUR OVER STUDS
DOUBLE TOP PLATE
A
STUD WALL PER PLAN
SMITH REMODEL
G
B
C
D
PLATE SPLICE
DETAIL A
E
6
F B
SCALE:
3/4" = 1'
B
H
MAX NOTCH DEPTH
SAW CUT
MAX DIAMETER OF
D, MIN BETWEEN NOTCH
BORED HOLE
AND BORED HOLE
CIRCULAR NOTCH
PERMIT 01/16/2025
J
"V" NOTCH
MIN DEPTH
MIN REMAINING
DEPTH
LET-IN NOTCH
1. INSTALL PANEL EITHER HORIZONTALLY
OR VERTICALLY.
2. BLOCKING REQUIRED ON ALL PANEL
EDGES, EXCEPT AT W6 WALLS.
D, MIN BETWEEN TWO
3. SHEATHING EDGE NAILING IS REQUIRED
AT ALL HOLD DOWN POSTS. EDGE NAILING MAY ALSO BE REQUIRED TO EACH STUD USED IN BUILT-UP HOLD
BORED HOLES
DOWN POSTS. ADDITIONAL INFORMATION
PER HOLD DOWN DETAILS.
D, MAX 1
1
4. BASED ON 0.131"Øx1 2" NAILS USED
TO ATTACH FRAMING CLIPS DIRECTLY TO FRAMING. USE 0.131"Øx2 2" NAILS WHERE INSTALLED OVER
SHEATHING.
5. FRAMING CLIPS: LTP5 MAY BE USED
IN LIEU OF A35.
STUD WIDTH, D
STUD WIDTH, D 6. WHERE BOTTOM PLATE ATTACHMENT
SPECIFIES (2) ROWS OF NAILS, PROVIDE DOUBLE JOIST, RIM JOIST, OR EQUAL BELOW. STAGGER NAILS IN
ROWS 1 1" APART, MINIMUM.
2
7. ANCHOR BOLTS SHALL BE PROVIDED
WITH HOT-DIPPED GALVANIZED STEEL PLATE WASHERS 0.229"x3"x3" MINIMUM. THE HOLE IN THE PLATE
WASHER MAY BE DIAGONALLY SLOTTED
13"x1 3" PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE WASHER AND NUT. PLATE WASHER
16 4
TO EXTEND TO WITHIN 1" OF THE
EDGE OF TEH SILL PLATE ON THE SIDE WITH SHEATHING. AT 2x6 WALLS WITH SHEATHING ON BOTH SIDES USE
2
PLATE WASHER 0.229"x4 1"x4 1"
MINIMUM. EMBED ANCHOR BOLTS 7" MINIMUM INTO THE CONCRETE.
2
2
8. PRESSURE TREATED MATERIAL CAN CAUSE
EXCESSIVE CORROSION IN THE FASTENERS. PROVIDE HOT-DIPPED GALVANIZED NAILS AND CONNECTOR
PLATES (E.G. CLIPS) FOR ALL CONNECTORS
IN CONTACT WITH PRESSURE TREATED FRAMING MEMBERS. ADDITIONAL INFORMATION PER STRUCTURAL
GENERAL NOTES.
9. WHERE WOOD SHEATHING IS APPLIED
OVER GYPSUM SHEATHING, CONTACT THE ENGINEER OF RECORD FOR ALTERNATIVE NAILING REQUIREMENTS.
10. AT ADJOINING PANEL EDGES (2) 2x
STUDS NAILED TOGETHER MAY BE USED IN PLACE OF A SINGLE 3x STUD. DOUBLE 2x STUDS SHALL BE
CONNECTED TOGETHER PER DETAIL
1/S-1.1.
11. CONTACT THE STRUCTURAL ENGINEER
OF RECORD FOR ADHESIVE OR EXPANSION BOLT ALTERNATIVES TO CAST-IN-PLACE ANCHOR BOLTS.
24081-0106
12. NAIL STUDS TO 3X SILL PLATES WITH
EITHER (2) 0.148"Øx4" END NAILS OR (4) 0.131"Øx2 1" TOENAILS.
2
13.EDGE NAILS SHALL BE LOCATED 3"
FROM PANEL EDGES.
8
S-3.1
01/16/2025
STANDARD
HOLES AND NOTCHES
WOOD WALL
FRAMING
IN STUDS
11 SHEAR WALL SCHEDULE
AS NOTED
10 SCALE: 3/4" = 1'
SCALE: NTS
1
SHEATHING PER PLAN
(2) 8d X 2 2" NAILS FROM
JOIST INTO 2x BLOCKING
TOP OF
SHEATHING
JOIST PER PLAN, TYPICAL
DIAPHRAGM EDGE
NAILING PER PLAN
STUD WALL AND
ADDITIONAL NAILING & BLOCKING
2x BLOCKING WITH
SHEATHING PER PLAN
BREAK RIM JOIST AT
REQUIRED FOR (2) ROWS OF PLATE
1
BEAM (4) 8d X 2 2" NAILS
NAILING PER SHEAR WALL SCHEDULE
TOP OF
1"
SHEATHING
2
PLATE ATTACHMENT PER
DIAPHRAGM EDGE
DTC CLIP
SHEAR WALL SCHEDULE
WEB STIFFENER PER JOIST
NAILING PER PLAN
BLOCKING @ 48" OC TO MATCH
MANUFACTURER. NAIL WITH
RIM JOIST PER PLAN
JOISTS. MINIMUM OF (2) PER
NON BEARING STUD WALL 1
PER ARCH (4) 10d COMMON NAILS X 3 2"
DIAPHRAGM EDGE
TOP OF
WALL SEGMENT
NAILING PER PLAN
SHEATHING
2x4 W/ (4) 8D X 3 1" NAILS
4
PER PLAN WALL
PARALLEL TOP OF
BEAM PER PLAN
TO JOISTS SHEATHING PER PLAN SHEATHING
RIM JOIST PER PLAN
TOP OF
STUD WALL AND SHEATHING
JOIST PER PLAN, TYPICALJOIST PER PLAN, TYPICAL
JOIST PER PLAN
SHEATHING PER PLAN
BLOCKING @ 48" OC W/ (2) 8DX3 1"
4 RIM JOIST CONNECTION PER
TOENAILS TO TOP PLATE SHEAR WALL SCHEDULE
JOIST PER PLAN
LSL BLOCKING TO
EXISTING CONCRETE
MATCH RIM JOIST
WALL PER PLAN
DTC CLIP
RIM JOIST CONNECTION PER
SHEAR WALL SCHEDULE,
NON BEARING STUD WALL COLUMN F
PER ARCH
WALL PERPENDICULAR
TO JOISTS
NOTES:
FLOOR FRAMING AT PARALLEL
SIMPSON STRONG TIE SDPW SCREWS MAY BE USED
IN LIEU
OF DTC
JOISTJOISTS EACH SIDE CANTILEVERED
BEAM NON BEARING WALL CONNECTIONS
FLOOR OVERHANG
1 SCALE: 2 SCALE:
3/4" = 1' 3 SCALE: 3/4" = 1'
4 SCALE: 3/4" = 1'
ADDITION SHEAR WALL SHEATHING
WHERE APPLICABLE, TYPICAL
ADDITION SHEAR WALL SHEATHING
WHERE APPLICABLE, TYPICAL
PLATE ATTACHMENT PER PLATE
ATTACHMENT PER
ADDITION SHEAR WALL SHEATHING ADDITIONAL NAILING & BLOCKING
SHEAR WALL SCHEDULE SHEAR
WALL SCHEDULE
WHERE APPLICABLE, TYPICAL REQUIRED FOR (2) ROWS OF PLATE
STUD WALL AND
PLATE ATTACHMENT PER NAILING PER SHEAR WALL SCHEDULE
ADDITIONAL NAILING & BLOCKING
ADDITION SHEAR WALL SHEATHING
SHEATHING PER PLAN
SHEAR WALL SCHEDULE
DIAPHRAGM EDGE REQUIRED FOR (2) ROWS OF PLATE DIAPHRAGM
EDGE
WHERE APPLICABLE, TYPICAL
NAILING PER PLAN NAILING PER SHEAR WALL SCHEDULE NAILING
PER PLAN
ADDITIONAL NAILING & BLOCKING DIAPHRAGM EDGE
PLATE ATTACHMENT PER
REQUIRED FOR (2) ROWS OF PLATE DIAPHRAGM EDGE NAILING PER PLAN
SHEAR WALL SCHEDULE
NAILING PER SHEAR WALL SCHEDULE NAILING PER PLAN
RIM JOIST PER PLAN RIM
JOIST PER PLAN
ADDITIONAL NAILING & BLOCKING
REQUIRED FOR (2) ROWS OF PLATE
TOP OF
TOP OF
DIAPHRAGM EDGE
SHEATHING
SHEATHING
NAILING PER SHEAR WALL SCHEDULE
RIM JOIST PER PLAN 1
NAILING PER PLAN
2x4 W/ (4) 8D X 3 4" NAILS
TOP OF
RIM JOIST CONNECTION PER
SHEATHING
SHEAR WALL SCHEDULE
WEB
STIFFENER WHERE REQD
TOP OF
SHEATHING
BY MANUFACTURER
JOIST PER PLAN
JOIST PER PLAN W/ (2) 8DX3 1" RIM
JOIST CONNECTION PER
4
BLOCKING @ 48" OC W/ (2) 8DX3 1"
NAILS TO TOP PLATE SHEAR
WALL SCHEDULE
4
TOENAILS TO TOP PLATE
JOIST PER
PLAN W/ (2) 8DX3 1" RIM JOIST CONNECTION PER
NAILS TO
TOP PLATE 4
STUD WALL AND STUD WALL
AND
SHEAR WALL SCHEDULE
SHEATHING
PER PLAN
1 FULL DEPTH BLOCKING TO
SHEATHING PER PLAN
JOIST PER PLAN W/ (2) 8DX3 4"
NAILS TO TOP PLATE MATCH RIM JOIST
STUD WALL AND 2X BLOCKING WITH
2X BLOCKING WITH
SHEATHING PER PLAN PLATE ATTACHMENT
PER PLATE ATTACHMENT PER
RIM JOIST CONNECTION PER
WEB STIFFENER WHERE REQD
SHEAR WALL SCHEDULE
SHEAR WALL SCHEDULE
SHEAR WALL SCHEDULE
BY MANUFACTURER
WEB STIFFENER WHERE REQD
BY MANUFACTURER
SMITH REMODEL
2X BLOCKING
2X BLOCKING
STUD WALL AND
SHEATHING PER PLAN
FLOOR FRAMING AT CONTINUOUS FLOOR FRAMING
PARR/PERP TO
FLOOR FRAMING PERPENDICULAR
JOIST WALL
FLOOR FRAMING PARALLEL TO WALL
TO WALL
5 SCALE: 3/4" = 1' 6 SCALE:
3/4" = 1' 7 SCALE: 3/4" = 1'
8 SCALE: 3/4" = 1'
ADDITION SHEAR WALL SHEATHING
STUD WALL AND
ADDITION SHEAR WALL SHEATHING
WHERE APPLICABLE, TYPICAL
SHEATHING PER PLAN
WHERE APPLICABLE, TYPICAL
STUD WALL AND
PLATE ATTACHMENT PER
ADDITION SHEAR WALL SHEATHING STUD
WALL AND PERMIT 01/16/2025
ADDITION SHEAR WALL SHEATHING
SHEATHING PER PLAN
SHEAR WALL SCHEDULE
WHERE APPLICABLE, TYPICAL SHEATHING
PER PLAN
WHERE APPLICABLE, TYPICAL
ADDITIONAL NAILING & BLOCKING
PLATE ATTACHMENT PER
PLATE ATTACHMENT PER
ADDITIONAL NAILING & BLOCKING
SHEAR WALL SCHEDULE PLATE
ATTACHMENT PER
REQUIRED FOR (2) ROWS OF PLATE DIAPHRAGM EDGE REQUIRED FOR (2) ROWS OF PLATE
SHEAR
WALL SCHEDULE
SHEAR WALL SCHEDULE
ADDITIONAL NAILING & BLOCKING
NAILING PER SHEAR WALL SCHEDULE NAILING PER PLAN NAILING PER SHEAR WALL SCHEDULE
ADDITIONAL NAILING & BLOCKING
REQUIRED FOR (2) ROWS OF PLATE
DIAPHRAGM EDGE REQUIRED FOR (2) ROWS OF PLATE
NAILING PER SHEAR WALL SCHEDULE DIAPHRAGM EDGE
NAILING PER SHEAR WALL SCHEDULE
RIM JOIST PER PLAN
NAILING PER PLAN
NAILING PER PLAN
DIAPHRAGM EDGE
DIAPHRAGM
EDGE
TOP OF NAILING PER PLAN
SHEATHING
NAILING
PER PLAN
RIM JOIST PER PLAN
TOP OF
TOP OF
TOP OF
SHEATHING
SHEATHING
SHEATHING RIM JOIST
PER PLAN
2x4 W/ (4) 8D X 3 1" NAILS
4
RIM JOIST CONNECTION PER
SHEAR WALL SCHEDULE
WEB
STIFFENER WHERE REQD
BY MANUFACTURER
JOIST PER
PLAN W/ (2) 8DX3 1" RIM JOIST CONNECTION PER
4
NAILS TO
TOP PLATE SHEAR WALL SCHEDULE JOIST PER PLAN
1 FULL DEPTH BLOCKING TO
JOIST PER PLAN W/ (2) 8DX3 1" RIM JOIST
CONNECTION PER
JOIST PER PLAN W/ (2) 8DX3 4"
WEB STIFFENER WHERE REQD
4
NAILS TO TOP PLATE MATCH RIM JOIST
BLOCKING @ 48" OC W/ (2) 8DX3 1"
NAILS TO TOP PLATE SHEAR
WALL SCHEDULE
BY MANUFACTURER PT 2X6 PLATE, ATTACHMENT 4
PER SHEAR WALL SCHEDULE TOENAILS TO TOP PLATE
WEB STIFFENER WHERE REQD RIM JOIST CONNECTION PER
BY MANUFACTURER SHEAR WALL SCHEDULE
CONCRETE WALL AND
PT 2X6
PLATE, ATTACHMENT
PT 2X6 PLATE, ATTACHMENT
REINFORCING PER PLAN
PER SHEAR
WALL SCHEDULE
PT 2X6 PLATE, ATTACHMENT
PER SHEAR WALL SCHEDULE
CONCRETE WALL AND
PER SHEAR WALL SCHEDULE
CONCRETE WALL AND
REINFORCING PER PLAN
REINFORCING PER PLAN
CONCRETE WALL AND
REINFORCING PER PLAN
24081-0106
S-3.2
01/16/2025
GROUND FLOOR FRAMING AT GROUND
FLOOR FRAMING GROUND FLOOR FRAMING PARALLEL
GROUND FLOOR FRAMING
WOOD FLOOR
FRAMING
AS NOTED
CONTINUOUS JOIST PARR/PERP
TO WALL TO WALL
PERPENDICULAR TO WALL
DETAILS
9 SCALE: 3/4" = 1' 10 SCALE: 3/4" = 1'
11 SCALE: 3/4" = 1'
12 SCALE: 3/4" = 1'
PT JOIST
PER PLAN
TOP OF
SHEATHING
JOIST PER PLAN W/ (2) 8DX3 1" HANGER
PER PLAN
4
NAILS TO TOP PLATE
LEDGER
AND CONNECTION
PER PLAN
STUD
WALL AND
SHEATHING
PER PLAN
TOP OF
SHEATHING
ROOF FRAMING AT
4 SCALE: 3/4" = 1'
BLOCKING AT
EACH JOIST
SIMPSON HU FACE MOUNT
12
HANGER AT EACH OUTRIGGER
PER
5" DIAMETER WELDED
2x4 OUTRIGGER @ 24" OC
ARCH 8
COUNTERSINK 1" MAX
THREADED STUD @ 16" OC
SHEATHING
SIMPSON BA OR HB
AND 6" FROM EACH END
PER PLAN
TOP FLANGE HANGER
SHEATHING PER PLAN
WITH SLOPED SEAT
SHEATHING PER PLAN
CONTINUOUS 3x NAILER
LINE
JOIST PER
PLATE
PLAN TOP OF
SHEATHING
SIMPSON
H1A TIE AT
EACH OUTRIGGER
RAFTER PER PLAN, TYPICAL
BEAM PER PLAN
2'-0"
MAX
BEAM PER PLAN
TRUSS PER PLAN, TYPICAL
SMITH REMODEL
RIDGE BEAM CONNECTION
WOOD NAILER OVER STEEL BEAM
ROOF FRAMING PARALLEL TO WALL
6 SCALE: NTS
7 SCALE: 1" = 1'
8 SCALE:
EXISTING
SHEATHING
USS PE
2X BLOCKING STIFFENER PL3" EACH SIDE.
WOOD NAILER PER
8
CHAMFER CORNERS TO AVOID K REGION
10/S-4.2 SIMPSON VPA
PERMIT 01/16/2025
EXISTING JOIST
BEAM PER PLAN
CONTINUOUS
BEVELED PLATE
1
"
1/4
2
TYP
2'-0" MAX
1/4
2"
BEAM PER PLAN
HARDWARE OPTION
1
"
2
SHEATHING
1/4
3 PER PLAN
WHERE BEAM IS CONTINUOUS
CAP PL8" X 6" X 0'-10" 3" MIN
CEILING JOISTS OVER THE SUPPORT, EXTEND
WITH (2) 3" BOLTS
PER PLAN ALL CALLOUTS
4 ROOF RAFTER
BEAM PER PLAN, PERP LAN
TYP
LE TOP PLATE
POST PER PLAN
2'-0" MAX
BIRDS MOUTH OPTION
24081-0106
CEILING BY OTHERS
S-4.2.0
01/16/2025
STEEL POST TO STEEL BEAM
ROOF FRAMING PERPENDICULAR TO
ROOF AND MISC
FRAMING
BEAM BRACE BELOW
RAFTERS
AS NOTED
10
CONNECTION
WALL
DETAILS
SCALE: NTS
11 SCALE: 1" = 1'
12 SCALE:
Permit #: 6327
Permit Date: 01/24/25
Permit Type: RESIDENTIAL ADDITION
Project Name: 309 S Dunham Ave Addition
Applicant Name: Smith Addition
Applicant
19406 327th Ave NE
Address:
Applicant, City,
Duvall, WA 98019
State, Zip:
Contact: Garrett Charlson
Phone: 425-518-0036
Email: garrett@snovalleycottages.com
Scope of Work: Single Story addition to rear of house, reconfigure interior walls at main floor and
basement,covered porch addition at front and rear, upgrade insulation, windows, doors,
electrical, plumbing and HVAC.
Valuation: 250000.00
Square Feet: 384
Number of
1
Stories:
Construction
VB
Type:
Occupancy
R-3; Residential
Group:
ID Code:
Permit Issued: 04/01/2025
Permit Expires: 02/24/2026
Form Permit
RESIDENTIAL ADDITION
Type:
Status: COMPLETE
Assigned To: Kristin Foster
Property
Parcel # Address Legal Description Owner Name Owner Phone Zoning
100 SINGLE
SMITH
00538300201300 309 S DUNHAM AVE FAMILY
ANTHONY/HEIDI
RESIDENCE
Contractors
Contractor Primary Contact Phone Address Contractor Type License License #
A & E Renovations, CONSTRUCTION
Morgan Losey 425-248-9121 9001 9th Pl SE COA 604 576 945
LLC CONTRACTOR
A & E Renovations, CONSTRUCTION
Morgan Losey 425-248-9121 9001 9th Pl SE L&I ERENOER795OT
LLC CONTRACTOR
Inspections
Date Inspection Type Description Scheduled Date Completed Date Inspector Status
R20.
Final inspection approved
12/26/2025 ADDITION/ALTERATION 12/08/2025 12/08/2025 BUILDING Approved
per photos provided.
FINAL
R20.
Homeowner will not be Partial
11/25/2025 ADDITION/ALTERATION 11/26/2025 11/26/2025 BUILDING
home until after 1:00. Approval
FINAL
Drywall nail and screw
08/22/2025 Inspection 08/25/2025 08/25/2025 BUILDING Completed
inspection
Voicemail request AM
08/18/2025 R11. INSULATION however homeowner has 08/19/2025 08/19/2025 BUILDING Approved
asked for PM
08/18/2025 R11. INSULATION 08/19/2025 08/19/2025 BUILDING Approved
Partial
08/14/2025 C11. INSULATION 08/15/2025 08/15/2025 BUILDING
Approval
08/11/2025 R10. FRAMING Rough framing approved 08/12/2025 08/12/2025 BUILDING Approved
R08. MECHANICAL
08/06/2025 08/07/2025 08/07/2025 BUILDING Approved
ROUGH-IN
Not
08/06/2025 R10. FRAMING 08/07/2025 08/07/2025 BUILDING
Completed
07/25/2025 R06. SHEARWALL 07/28/2025 07/28/2025 BUILDING Approved
Not
05/22/2025 R10. FRAMING AM or PM works 05/23/2025 05/23/2025 BUILDING
Completed
R02.1 FOOTING
04/22/2025 04/23/2025 04/23/2025 BUILDING Approved
DRAINS/DOWNSPOUTS
Wall and Footing
04/10/2025 R02. FOOTING 04/11/2025 04/11/2025 BUILDING Approved
approved
R04. PLUMBING
04/08/2025 04/09/2025 04/09/2025 BUILDING Approved
GROUNDWORK
Plan Reviews
Date Review Type Description Assigned To Review Status
No Comment
02/11/2025 RESIDENTIAL ADDITION AIRPORT
Received
02/11/2025 RESIDENTIAL ADDITION Approved plans in iWorQ BUILDING Approved
Tightline new gutters to downspouts and connect into
existing drainage system. Development Approved with
02/11/2025 RESIDENTIAL ADDITION
Services Manager Conditions
All overhead utilities serving property to be underground.
02/11/2025 RESIDENTIAL ADDITION see note PLANNING Approved
02/11/2025 RESIDENTIAL ADDITION No comments, LT, KDS, & KSS PW-ADMIN-GIS Approved
02/11/2025 RESIDENTIAL ADDITION No comments, JW PW-SEW-REV Approved
02/11/2025 RESIDENTIAL ADDITION No comments, GUS PW-WAT-REV Approved
Fees
Fee Description Notes Amount
Building Plan Review Table 4-2 $1,793.51
Credit Card Service $53.81
Processing/Technology $25.00
Building Permit Table 4-1 $2,759.24
State Surcharge - 1st DU Residential - 1st Unit $6.50
Total $4,638.06
Attached Letters
Date Letter Description
03/28/2025 Building Permit
01/24/2025 Web Form - Building Application
Payments
Date Paid By Description Payment Type Accepted By Amount
XBP Conf:
01/27/2025 $1,793.51
221470950
01/27/2025 Anthony Smith 221470950 Hannah Hardwick $53.81
XBP Conf:
03/28/2025 $2,790.74
227132188
Outstanding Balance $0.00
Notes
Date Note Created By:
If side sewer needs to be moved, a side sewer inspection will be required. Tightline new gutters
to downspouts and connect into existing drainage system.
03/28/2025 Kristin Foster
All overhead utilities serving property to be underground.
Single Story addition to rear of house, reconfigure interior walls at main floor and basement,
01/24/2025 covered porch addition at front and rear, upgrade insulation, windows, doors, electrical, Kristin Foster
plumbing and HVAC.
01/24/2025 Need a Residential Zoning Verification application prior to processing for review. Kristin Foster
Uploaded Files
Date File Name
04/21/2025 25543819-20250327_BLD6327_ApprovedPlans.pdf
04/01/2025 25168256-20250124_BLD6327_IssuedPermit.pdf
02/11/2025 24192102-20250124_BLD6327_StructuralPlans2.pdf
02/11/2025 24192103-20250124_BLD6327_ArchPlans.pdf
02/11/2025 24192104-20250124_BLD6327_WSEC.pdf
02/11/2025 24192105-20250124_BLD6327_WSEC2.pdf
02/11/2025 24192106-20250124_BLD6327_StructuralPlans.pdf
02/11/2025 24192099-20250124_BLD6327_Application.pdf
01/24/2025 db58797bc4909c2d4f2157a3f9f38617_wsu_c3_baseline_addition.pdf