APPROVED BLD-BLD2021-0168+Architectural_Plan+1.29.2021_12.24.45_PM+2021199GENERAL NOTES
AREA CALCULATIONS
Ad
N/A
REMODEL ONLY. NO CHANGE TO EXISTING FLOOR AREAS.
Q-■-■-■-■-■-■-■-■-J
GENERAL REU I R EM E NTS
ALL CONSTRUCTION TO BE
- I I
ALL WORK SHALL COMPLY WITH THE 2015 EDITION OF THE INTERNATIONAL BUILDING CODE (STRUCTURAL DESIGN),
_
IN CONFORMANCE WITH •
INTERNATIONAL RESIDENTIAL CODE (ORDINANCE), MOST RECENT EDITION OF THE UNIFORM PLUMBING CODE,
INTERNATIONAL MECHANICAL CODE, NATIONAL ELECTRIC CODE, WASHINGTON STATE ENERGY CODE, ANY STATE
I APPROVED PLANS AND
AND LOCAL AMENDMENTS, AND ANY APPLICABLE LAND USE CODE.
I REQUIREMENTS OF THE
THE OWNER/BUILDER SHALL BE RESPONSIBLE FOR DEVELOPING CONSTRUCTION DETAILS NECESSARY TO
INTERNATIONAL BUILDING, ■
CONSTRUCT A WEATHER TIGHT, DURABLE BUILDING. ALL FLASHING, WEATHERPROOFING, ROOFING AND
I MECHANICAL AND ENERGY
WATERPROOFING DETAILS AND CONSTRUCTION OF THESE DETAIL ASSEMBLIES ARE THE FULL AND COMPLETE
RESPONSIBILITY OF THE OWNER/BUILDER AND THESE DETAILS SHALL BE CONSTRUCTED PER MANUFACTURER
fl I! CONSERVATION CODES, ■
A
REQUIREMENTS, BUILDING CODE REQUIREMENTS AND ACCEPTED INDUSTRY STANDARDS FOR PERFORMANCE.
!j � I UNIFORM PLUMBING CODE,
THE DESIGNER HAS NOT BEEN CONTRACTED TO PERFORM CONSTRUCTION ADMINISTRATION SERVICES OR
■ ■
CONSTRUCTION OBSERVATION SERVICES FOR THIS PROJECT AND IS NOT LIABLE OR RESPONSIBLE FOR
� NATIONAL ELECTRIC CODE,
DETERMINING ADEQUACY OF CONSTRUCTION OF BUILDING ENVELOPE OR DETAILS. THE OWNER/BUILDER SHALL
(INCLUDING WA STATE &CITY ■
BE RESPONSIBLE FOR INSPECTING AND VERIFYING THAT ALL FLASHING, WEATHERPROOFING, ROOFING AND
WATERPROOFING DETAILS ARE BUILT CORRECTLY AND MEET OWNER/BUILDER'S APPROVAL BEFORE BEING
I OF BELLEVUE AMENDMENTS)
COVERED BY SUBSEQUENT CONSTRUCTION WORK. USE OF THESE PLANS BY ANYONE OTHER THAN THE
-�. E ■ ■ ■ ■ ■ ■ ■ ■ ■
INTENDED OWNER/BUILDER IS NOT PERMITTED.�-
I
ANY REDUNDANCY BETWEEN THESE NOTES AND S-SHEETS THE S-SHEETS SHALL SUPERSEDE.
SITE WORK
..�'
--- F APPROVED
1. BACKFILL FOUNDATION DRAIN AT PERIMETER OF BUILDING WITH COURSE GRANULAR FILL. (1 1/2-3/8 CLEAN
low
WASHED ROCK WITH MIN. 12" WIDE BLANKET EXTENDING TO FINISHED GRADE.) PROTECT DRAIN TILE AND
PLANS MUST BE
WATERPROOFING.
2. ROUGH GRADING SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. TRENCH TO ELEVATIONS
ON JOB SITE
BELOW FROST LINE FOR STORM DRAINS, WATER LINES, SEWERS, AND IRRIGATION SLEEVES.
3. PROVIDE PERFORATED PLASTIC PIPE FOUNDATION DRAINS WHERE SHOWN IN DRAWINGS. CONNECT TO
ROOF AND STORM WATER SYSTEM. IN JURISDICTIONS REQUIRING SEPARATE ROOF DRAIN LINES, PROVIDE
TIGHT LINE CONNECTED TO ROOF DRAINS IN ADDITION TO PERFORATED DRAIN LINES.
DRAWING INDEX
4. ROCKERIES AND RETAINING WALLS SHALL BE DESIGNED BY A LICENSED ENGINEER AND INSTALLED PER
- City of Edmonds
APPLICABLE CODE.
_.
-- - Building Department
MECHANICAL
APPROVED Plans
1. PLUMBING SYSTEMS SHALL BE DESIGNED AND INSTALLED BY A COMPETENT, EXPERIENCED PLUMBER AND IN
ACCORDANCE WITH THE UNIFORM PLUMBING CODE AND LOCAL CODES.
SHEET NO. DESCRIPTION
WHITE POLING KITCHEN REMODEL
2. HVAC SYSTEMS SHALL BE DESIGNED AND INSTALLED BY A COMPETENT AND EXPERIENCED MECHANICAL
ALL WORK SUBJECT
CONTRACTOR IN ACCORDANCE WITH THE INTERNATIONAL MECHANICAL CODE, 2015 IRC, AND LOCAL CODES.
PROVIDE DOCUMENTATION OF FURNACE A.F.U.E. DUCTWORK INSULATION SHALL CONFORM TO THE
STATE ENERGY CODE. WHEN INSTALLED IN GARAGE, HEATING UNITS SHALL BE PLACED SUCH
Al COVER SHEET, INDEX, GENERAL NOTES
A2 1ST FLOOR PLAN
TO FIELD
16036 68TH AVE, W... EDMONDS., WA 98026
PILOT
THAT ALL PILOT LIGHTS, BURNERS, HEATING ELEMENTS, OR SWITCHES ARE LOCATED A MIN. OF 18" ABOVE THE
THAT ALL
INSPECTION FOR
GARAGE FLOOR.
S1 STRUCTURAL NOTES/SCHEDULES
CODE COMPLIANCE
S2 FOUNDATION & FRAMING PLANS
THERMAL AND MOISTURE
1. INSULATION REQUIREMENTS SHALL MEET OR EXCEED THE LATEST EDITION OF THE WASHINGTON ENERGY CODE
OR ENERGY CODE ADOPTED BY THE LOCAL JURISDICTION. INSULATION REQUIREMENTS SHALL BE SHOWN ON
PLANS OR ON A SEPARATE ENERGY CALCULATION SHEET.
W.S.E.C.
2. APPLY 1 COAT (MIN) HEAVY BODIED ASPHALT BITUMINOUS DAMPPROFING TO EXTERIOR OF FOUNDATION
WALLS, FROM FOOTING TO FINISHED GRADE AT FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE
INTERIOR SPACES AND FLOORS BELOW GRADE.. (R406.1)
3. APPLY APPROPRIATE WATER REPELLENTS TO ANY MASONRY, CEMENT, PLASTER, OR STUCCO PER
MANUFACTURER'S INSTRUCTIONS.
4. PROVIDE 6 MIL BLACK POLYETHYLENE VAPOR BARRIER IN ALL CRAWLSPACE AREAS, LAPPED AT ALL SPLICES
Alterations Worksheet 2015 Washington State Energy Code R503.1.1 Building envelope. Building envelope assemblies that are part of the alteration shall comply with Section R402.1.1 or
AND OVER FOOTINGS.
Project Information Contact Information R402.1.4, Sections R402.2.1 through R402.2.11, R402.3.1, R402.3.2, R402.4.3 and R402.4.4.
WHITE & POLING RESIDENCE GREG POLING AND CECILIA WHITE Exception: The following alterations need not comply with the requirements for new construction provided the energy use
FINISHES
of the building is not increased:
1. Storm windows installed over existing fenestration.
2. Existing ceiling, wall or floor cavities exposed during construction provided that these cavities are filled with
GARAGE CEILINGS BENEATH HABITABLE SPACES SHALL BE COVERED WITH 5/8" TYPE "X" GYPSUM WALL BOARD.
insulation. 2x4 framed walls shall be insulated to a minimum of R-15 and 2x6 framed walls shall be insulated to aminimum
GARAGE CEILINGS BENEATH ATTIC OR NON LIVING SPACE SHALL BE COVER WITH 5/8" GYPSUM WALL BOARD.
The Washington State Energy Code requirements for alterations are located in Chapter 5 ofR-21.
WALLS AND STRUCTURE SEPARATING RESIDENTIAL AND GARAGE SPACES SHALL BE COVERED WITH 1/2" GYPSUM
Alterations (remodels) do not need to obtain energy credits from Table R406.2
WALL BOARD. ALL GARAGE GYPSUM WALLBOARD SHALL HAVE JOINTS FIRETAPED WITH NAILS SET AND
3. Construction where the existing roof, wall or floor cavity is not exposed.
COMPOUNDED. ALL OTHER WALLS SHALL RECEIVE 1/2" GYPSUM WALLBOARD. CEILINGS WITH JOISTS/ TRUSS
4. Roof recover.
SPACES GREATER THAN 16" SHALL RECEIVE 5/8" GYPSUM WALLBOARD OR 1/2" GYPSUM CEILING BOARD. WALLS
Additions must meet the requirements for new construction. This includes nonconditioned space being 5. Roofs without insulation in the cavity and where the sheathing or insulation is exposed during reroofing shall be
SURROUNDING TUBS OR SHOWERS SHALL BE COVERED WITH WATER-RESISTANT GYPSUM WALL BOARD. WATER-
altered to become Conditioned space.
p insulated either above or below the sheathing.
PROOF SURFACE TO A HEIGHT OF 72" ABOVE ADJACENT FLOOR. ANY CEMENT PLASTER OR STUCCO SHALL BE
INSTALLED IN ACCORDANCE WITH NORTHWEST WALL AND CEILING BUREAU RECOMMENDATIONS FOR MATERIALS,
6. Surface -applied window film installed on existing single pane fenestration assemblies to reduce solar heat gain
BACKING, LATH, APPLICATION TECHNIQUES, AND FINISHES.
7 provided the code does not require the glazing fenestration to be replaced.
Will the wall cavities be exposed? � Yes No q g g p
ELECTRICAL
If yes: Exposed wall cavities must be Insulated - R503.1.1.1 Replacement fenestration. Where some or all of an existing fenestration unit is replaced with a new fenestration product,
SYMBOL LEGEND
2 X 4 wall Studs require R-15 insulation including sash and glazing, the replacement fenestration unit shall meet the applicable requirements for U-factor and SHGC in Table
2 X 6 wall studs require R-21 insulation R402.1.1.
SYSTEMS SHALL BE DESIGNED AND INSTALLED BY A COMPETENT AND EXPERIENCED ELECTRICAL CONTRACTOR IN
ACCORDANCE WITH MOST CURENT STATE AND LOCAL ELECTRICAL CODE. ELECTRICAL SCHEMATICS PROVIDED IN
THIS SET OF PLANS ARE FOR REFERENCE LAYOUT ONLY.
Will the roof/ceiling framing cavities or attic be exposed? Yes v No R502.1.1.2 Heating and cooling systems. New heating, cooling and duct systems that are part of the addition shall comply with
Sections R403.1, R403.2, R403.3, R403.5 and R403.6.
CARBON MONOXIDE DETECTOR
0 INTERCONNECTED 110v BATTERY BACKUP
If yes: Exposed roof/ceiling assemblies must be Insulated - Exception: The following need not comply with the testing requirements of Section R403.3.3:
FIRESTOPPING
w/
c.o. CAN BE COMBINED w/ S.D.
1. Additions of less than 750 square feet.
Vaulted ceilings: Insulate to the full depth of the framing member
while allowing for the minimum 1 �� ventilated space 2• Duct systems that are documented to have been previously sealed as confirmed through field verification and
FIRESTOPPING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND
O SMOKE DETECTOR
diagnostic testing in accordance with procedures in WSU RS-33.
HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND
S.D. INTERCONNECTED 110v w/ BATTERY BACKUP
3. Ducts with less than 40 linear feet in unconditioned spaces.
THE ROOF SPACE. FIRESTOPPING SHALL BE PROVIDED IN WOOD FRAME CONSTRUCTION IN THE FOLLOWINGFlat
LOCATIONS:
ceilings: Install R-49 insulation or what the attics ace can
g P 4. Existing duct systems constructed, insulated or sealed with asbestos.
1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES NOT TO EXCEED 10'-0"
O EXHAUST FAN (VENT TO OUTSIDE)
accommodate based on the roof pitch
HORIZONTALLY, AND AT THE CEILING AND FLOOR LEVEL.
R503.1.3 Service hot water systems. New service hot water systems that are part of the alteration shall comply with Section R403.4.
2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT
O KEYNOTE
Will the floor framing cavities be exposed? Yes No
SOFFITS, DROP CEILINGS, COVE CEILINGS, ETC.
3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND WALL
DOOR SCHEDULE SYMBOL
CAVITIES IN LINE WITH STRINGERS.
101
If yes: Exposed floor cavities must be insulated to R-30 R503.1.4 Lighting. New lighting systems that are part of the alteration shall comply with Section R404.1.
4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS AND FIREPLACES AT CEILING AND FLOOR LEVEL, WITH
NON-COMBUSTABLE MATERIALS.
1i WINDOW SCHEDULE SYMBOL
Exception: Alterations that replace less than 50 percent of the luminaires in a space, provided that such alterations do not
Are the windows and/or doors being replaced? Yes No increase the installed interior lighting power.
Al REVISION- SEE DESCRIPTION IN
(includes both window or door and frames)
MISCELLANEOUSTITLE
BLOCK
If yes: New windows and doors must have an area weighted average U-factor of <_0.30 R503.2 Change in space conditioning. Any nonconditioned or low -energy space that is altered to become conditioned space shall be
SIM DETAIL SYMBOL
required to be brought into full compliance with this code.
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. IN THE FIELD PRIOR TO PROCEEDING.
1 SIMILAR DETAIL
Will the heating or cooling system be replaced? Yes No
2. VERIFY SIZE AND LOCATION OF ALL OPENINGS IN THE FLOOR, ROOF, AND WALL WITH MECHANICAL AND
101
ELECTRICAL WORK.
-DETAIL N0.
3. PROVIDE SMOKE DETECTORS IN ACCORDANCE WITH (R314) SMOKE DETECTORS TO BE HARD WIRED AND
SHEET NO.
If yes: New equipment must meet current requirements and
INTERCONNECTED. (R314.4, R314.5). A SMOKE DETECTOR SHALL BE INSTALLED IN EACH SLEEPING ROOM AND
SIM
ducts need to be tested
OUTSIDE EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. (R314) CARBON MONOXIDE
ALARMS SHALL BE INSTALLED OUTSIDE EACH SEPARATE SLEEPING AREA AND IN THE VICINITY OF THE
l BUILDING CROSS SECTION
City Of Edmonds
A_� \
BEDROOMS. (R315)
4. KITCHEN RANGE, DRYER, BATH AND LAUNDRY ROOM VENTILATION DUCTS SHALL TERMINATE OUTSIDE THE
DETAIL N0.
` SHEET NO.
J
WIII the hot water system be altered? Yes No
Building Department
BUILDING AND BE EQUIPPED WITH BACK DRAFT DAMPERS.
5. EXTERIOR OPENINGS TO THE WEATHER SHALL BE FLASHED AND COUNTER -FLASHED IN SUCH A MANNER AS TO
Room name - ROOM NAME
If yes: New water heating equipment must meet current code requirements
MAKE THEM WATERPROOF. ROOF FLASHING PER R903.
Work REMODEL
6. GUARDRAILS TO BE A MIN. OF 36" ABOVE FINISH FLOOR. (R312) (EXCEPTIONS TO COMMERCIAL PER I.B.C.)
--------------------------------
7. OPEN GUARDRAILS TO HAVE INTERMEDIATE RAILS OR PICKETS PLACED SUCH THAT A SPHERE 4" IN DIAMETER
Are more than 50% of the light fixtures being changed? Yes No Address
CANNOT PASS THROUGH.
16036 68TH AVE W
8. BEDROOM EMERGENCY EGRESS WINDOWS MUST HAVE A MIN. NET CLEAR OPENING OF 5.7 SQ. FT. MINIMUM-------------------------------------------------------
--------------- ------
NET CLEAR OPENABLE WIDTH OF 20" AND MIN. NET CLEAR OPENING HEIGHT OF 24". MAX. FINISHED HEIGHT OF
If yes: 75% of all lamps must be high efficacy Owner WHITE
44" FROM FINISHED FLOOR TO BOTTOM OF CLEAR OPENING (R310.1).
(LED or CFL) ____________
Approved Date 02/23/2021
Know what's below. STATE LAW REQUIRES THAT YOU CALL BEFORE YOU DIG TO
Call before you dig. LOCATE ALL UNDERGROUND UTILITIES.
Building Official
----------------
Permit Number BLD2021-0168
RECEIVED
1.29.21
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PRINT DATE 1 /26/2021 1:16:37 PM
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
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2) 3D View 1
WALL LEGEND
NEW WALLS
EXISTING WALLS TO REMAIN
— — — — — — WALLS AND STRUCTURES TO BE REMOVED
DISHWASER
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(VENT FANS SHALL TERMINATE
.AT THE EXTERIOR OF THE
(BUILDING PER IRC M1502.3.
.INSULATE ALL DUCTS OUTSIDE
IOF CONDITION EDR�W�pr
■WA. STATE ENERGY CODE.
REMOVE EXISTING
TWO WINDOWS AND
INSTALL THREE NEW
2020 WINDOWS
(SIM. TO BREAKFAST
NOOK AREA)
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CABINET DESIGN
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VERIFY ALL OPENINGS
AND SIZES PRIOR TO
ORDERING CABINETS.
EXISTING BREAKFAST
NOOK
13' - 6 1 /2" 5' - 3 1 /2"
3'-0" 3'-51/2" 1,2'-0" 1,
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COMMENTS
1 ST FLOOR
1
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2' - 0"
4 SF
PICTURE (FIXED)
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2' - 0"
4 SF
PICTURE (FIXED)
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PROJECT NO.
201206
DESIGNED BY
TL
DRAWN BY
TL
CHECKED BY
RR
SHEET NO.
A2
PRINT DATE 1 /26/2021 1:20:17 PM
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
MAIN FLOOR POST
MAIN FLOOR POST PER PLAN
GENERAL NOTES WOOD
PER PLAN
All design and construction shall conform to the requirements of the International Building Code SAWN LUMBER: Structural sawn lumber shall be kiln dried and be of the species and grade noted
(4) 16d (4) 16d
2015 Edition. below or better:
2x BLOCKING
Use Grade Fb(psi)
111T
(4) 16d
Contractor shall verify all levels, dimensions and existing conditions in field before proceeding with Wall Studs Hem Fir Stud 675
any construction or demolition. Contractor shall notify the Architect of any discrepancies or field Plates & Planks Hem Fir #2 850
changes Joists & Rafters Hem Fir #2 850
4x Beams Douglas Fir -Larch #2 900
Contractor shall be responsible for all safety precautions and the methods, techniques, sequences or 6x Beams Douglas Fir -Larch #2 875
FLOOR JOISTS EXISTING FLOOR BEAM
procedures required to perform the work. Contractor shall provide adequate shoring and bracing of Posts Douglas Fir -Larch #2 750
all structural members, existing construction and soil excavations as required, in a manner suitable 2x4 T&G Decking Douglas Fir -Larch Select 1750
to the work sequence. Temporary shoring and bracing shall not be removed until all final
POST PER PLAN PC POST CAP 4x4 OR 6x6 DF#2 POST
(MATCH BEAM WIDTH)
connections have been completed in accordance with the drawings and materials have achieved All lumber and plywood exposed to weather or water or in contact with concrete, stucco, masonry
design strength. Foundations walls greater than 4 feet shall not be backfilled until the floor framing or other cementitious materials shall be treated with an E.P.A. acceptable wood preservative, such
(4) 16d
and all connections to the floor framing per these details are complete. as Alkaline -Copper -Quaternary "ACQ" or Copper Azole "CBA" type A and B.
CHANGES: No changes to these structural drawings are permitted without written consent of the All wood connectors shall be manufactured b Simpson Strong Tie Company or approved equal),
9 9 P Y P 9 P Y( PP
BASE CONNECTION
PER PLAN
Engineer. Changes will be billed to the client, owner or contractor at the Engineer's hourly rate. and of the size and type shown on the drawings. All wood connectors in contact with
A34 (2) SIDES WITH
preservative -treated wood shall be Triple Zinc G-185 galvanized (1.85 oz/sq ft coating).
CONCRETE NAILS
SUBMITTALS: Shop drawings shall be submitted to the Architect prior to any fabrication or
construction for all the following: MINIMUM WOOD NAILING REQUIREMENTS: Unless otherwise noted on the drawings, typical wood
FOOTING PER PLAN
Structural steel, steel canopies, glued -laminated members and pre -manufactured wood framing shall be fastened as follows. See IBC Table 2304.10.1 for fastener alternatives not shown.
members. Location Min. Nail Quantity/Spacing Type*
FOOTING PER PLAN
Beams (built up 2x's) 3" x 0.131" 24" o.c. T&B* FN
Design drawings and calculations, for pre -manufactured wood trusses and joists shall bear the seal EF* staggered
and signature of the Washington State Registered Professional Engineer who is responsible for the Blocking -to joists, rafters, trusses 3" x 0.131" 2 each end TN
design, and shall be submitted to the Architect and Building official for review prior to fabrication. or studs
POST BETWEEN JOISTS POST AT JOISTS POST AT BEAM
-to top plates 3" x 0.131" 3 TN
DESIGN LOADS Bottom plate -to joist, rim joist 3" x 0.131" 12" o.c. FN
LIVE LOADS: Live loads are determined in accordance with ASCE Ch. 7 or blocking
L = 40 PSF (Residential) -to studs 3" x 0.131" 3 EN
CRAWL SPACE POST AND FOOTING
1
SNOW LOADS: Snow loads are determined in accordance with ASCE Ch. 7 with the following Header (built up 2x's) 16d box 12" o.c. T&B FN
Factors: Header -to studs 3" x 0.131" 4 TN
Ground Snow Load Pg = 20 psf Ct = 1.0 Ce = 1.0 Joist -to supports 3" x 0.131" 3 TN
Roof Snow Load Ps = 25 psf Is = 1.0 -to rim joist 3" x 0.131" 4 EN
Rafter -to supports 3" x 0.131" 4 TN, EN
SIMPSON CS16 SUB FLOOR
Rim Joist -to sill or blocking 3" x 0.131" 6" o.c. TN
FOUNDATIONS
WITH (20) 16d PER PLAN
BEAM PER PLAN
SOLID BLKG MATCH BEAM/GIRDER
WHERE
� �
Stud -to Stud 3 x 0.131' 12 o.c. FN
TO RIM JOIST
WIDTH OF BEAM/GIRDER
Concrete foundations shall be placed on Bearing Ground defined as follows. Bearing Ground shall be -to top/bottom plate 3" x 0.131" 4 TN
APPLICABLE
stiff, competent, non -expansive, undisturbed native soil. Where native soil is inadequate for bearing, Top plate -to top plate 3" x 0.131" 12" o.c. FN
CRIPPLE STUDS AT
foundations shall be placed on structural fill mixed and compacted in accordance with specifications -to studs 3" x 0.131" 3 EN
16' O.C. WHERE APPLICABLE
provided by a Washington State licensed Geotechnical Engineer. Prior to construction, the -laps at corners and 3" x 0.131" 3 FN
TOP PLATES
contractor shall verifythe Bearing Ground has minimum allowable bearing pressure = 2000 psf.
9 9 P P intersections
Truss to top plate 3" x 0.131" 4 TN
Bottom of footing elevation shall be located at minimum frost depth 18" below top of finished grade
unless required otherwise by the Building Official. The contractor shall confirm the minimum frost *EN = end nail, FN = face nail, TN = toe nail, EF = "each face", T&B = "top and bottom"
depth with the Building Official prior to excavation.
RATED SHEATHING: Wood structural panels shall bear the APA trademark of the American Plywood
CONCRETE Association. Sheathing shall be as follows:
SIMPSON CS16 WITH E
16d TO DBL. TOP PLATE
NAIL STUD TO HEADER
Shear Wall Shtg 7/16" 32/16 C-D INT APA with Exterior Glue CDX
Concrete work shall comply, in general, with ACI 301 (latest edition) "Specifications for Structural g ( )
W/ (8) 16d
Concrete for Buildings." Roof Shtg 15/32" 32/16 C-D INT APA with Exterior Glue (CDX)
Sub Floor Shtg 3/4" 48/24 T&G C-D INT APA with Exterior Glue
STUD AT EACH SIDE.
CONCRETE MIXES: Concrete mixes shall conform ACI 318 Ch. 5. Minimum concrete strength f'c at Sheathing shall be orientated over the supports as shown on the drawings. Shear wall sheathing
SHIM AS NEEDED.
STUD(S) PER PLAN
28 days shall be as follows: shall be blocked at all panel edges as shown in the shear wall schedule.
FULL HEIGHT
Slab -on -grade, Curbs and Pads - 2000 psi
Footings - 2500 psi GLUED LAMINATED MEMBERS: Glued Laminated members shall each bear an AITC identification
POST PER PLAN
TO TOP PLATES
Walls, Stems - 3000 psi (2500 psi used for structural design) mark and be accompanied by an AITC certificate of conformance. One coat of end sealer shall be
NOTES:
applied immediately after trimming either shop or field. Members shall be Visual Graded Western
1. USE THIS DETAIL AT ALL LOCATIONS WHERE
HEADER PER PLAN
Water/cement ratio shall be measured by weight and shall be based on the total cementitious Species Inductrual, Architectural or Premium grade with strength as follows:
BEAM WIDTH EXCEEDS 3%" AND/OR BEAM
material. Water/cement ratio shall be determined by the supplier based on strength requirements Symbol Species Fb E
BOTTOM BEARING IS BELOW DOUBLE TOP
and shall not exceed 0.55. Water -reducing admixtures may be incorporated in concrete mix designs GLB 24F-V4 DF/DF 2400/1850 psi 1,800,000 psi
PLATES.
TRIM STUDS (TRIMMERS)
but shall conform to ASTM C 464, and be used in accordance with the manufacturer's GLIB 24F-V8 DF/DF 2400/2400 psi 1,800,000 psi
2. EXTEND BEAMS FOR 5-1/2" BEARING ON 2x6
PER POST PLAN
recommendations. CaCI and other water-soluable chloride admixtures shall not be used.
WALLS, 3-1/2" BEARING ON 2x4 WALLS.
ENGINEERED COMPOSITE LUMBER: Engineered Composite Lumber shall be manufactured by
REINFORCING STEEL: All reinforcing shall be deformed bar (rebar) with bar diameters specified in Trus-Joist, Boise Cascade or approved equal and shall have the following minimum strength (based
these drawings and properties below: on 12" member depth):
All reinforcing unless noted otherwise - ASTM A615, Grade 60 Symbol Fb E
2900 2,000,000
TYPICAL PLATE STRAP AT BEAMS
4
TYPICAL HEADER DETAIL
cj
6
#3 stirrups and ties - ASTM A615, Grade 40 PSL psi psi
Welded rebar - ASTM A706, Grade 60 LVL 2600 psi 2,000,000 psi
Galvanized Welded Wire Fabric - ASTM A165 LSL 1700 psi 1,300,000 psi
Versa -Lam (1%4-2%") 2800 psi 2,000,000 psi
Reinforcing steel shall be detailed in accordance with ACI 315 "Manual of Standard Practice for VersalLam (31/2" & wider) 3100 psi 2,000,000 psi
Detailing Reinforced Concrete Structures.
RECOMMENDED INSPECTIONS
Reinforcing steel shall be lapped as noted on the drawings. Where lap length is not shown, The following recommended minimum items shall be inspected by a qualified individual provided
reinforcing bars shall be lapped as follows: by the Building Official:
#5 and smaller - 48 bar diameters -Footings bear on competent native soil per the "Foundations" section above
#6 and larger - 60 bar diameters -Footing reinforcement
Minimum concrete cover over reinforcing shall be as follows:
Nonstructural Slab -on -grade - Mid -Depth
Wall Bars: interior face - 3/4"
exposed to earth/weather - 1-1/2" (#5 and smaller)
2" (#6 and larger)
Footings: Bottom Bars - 3" (cast against earth)
Top Bars - 1-1/2"
Side Bars - 2"
Provide supports as required for proper alignment and concrete cover around the reinforcement.
Consult the CRSI Manual of Standard Practice MSP-1 for specific information.
7
8
9
RECEIVED
STRUCTURAL NOTES
10
11
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Ross
Engineering
Design
Inc
ryan.ross@rossengineer.com
ELECTRONIC COPY
ORIGINAL ON FILE AT
ROSS ENGINEERING DESIGN
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FILE/ NO.
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DESIGNED BY
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DRAWN BY
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CHECKED BY
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SHEET:
S1
PRINT DATE 1 / 26 / 2021
DEVELOPMENT
SERVICES DEPARTMENT
EXISTING 8" CONCRETE
FOUNDATION WALL
AND 16X8 FOOTING
(NO CHANGES)
4
M
-- EXISTING FLOOR FRAMING
(NO CHANGES)
-- ------
4x6 DF42 POST
w/ (2) SIMPSON A35's
AT BASE.
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(VERIFY DIMS WITH WALL ABOVE)
- EXISTING FLOOR FRAMING
(NO CHANGES)
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EXISTING POST LOAD
FROM BEAM ABOVE
TO BE REMOVED.
10 TYP.
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NEW 24xx24"x8" FOOTING =- MAIN FLOOR WALLS
w/ (2)#4 BARS EACH WAY ABOVE.
UNDER NEW POST LOADS
(TYP. (3) PLACES) 1
------ --- ----I__------------ -
}
VERIFY EXISTING BEAM AND STRIP
FOOTING AT THIS WALL LINE. IF THEY LINE UP
NOTIFY DESIGN TO VERIFY EXISTING FOOTING'
CAN SUPPORT NEW LOAD.
------------------------
4x4 DF#2 w/
(1) A35 AT BASE
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-
-
FOUNDATION PLAN/ 1ST
FLOOR FRAMING
1/4" = 1'-0"
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EXISTING BEAM
IN CLG. (VERIFY)
TO REMAIN IN PLACE
AND HANGER
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FOR FLUSH FRAMING,
TEMP. BRACE FLOOR JOISTS
AND CUT AT EACH SIDE
OF NEW BEAM. HANGER
JOISTS TO NEW BEAM
w/ IUS HANGERS.
(TYP. AT EACH JOIST
TO BEAM)
NEW (2) 2x6 POST
DBL. 2x_ TRIMMERS
BETWEEN WINDOWS
NEW 5.5" x 9" GLIB
HEADER AT WINDOW
OPENING.
VERIFY EXISTING BEAM UNDER
2ND FLOOR ABOVE
EXISTING 11 7/8" I -JOISTS as 16" O.C.
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NEW (3) DF#2 2x4 POST
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HANGER ---�
14'-0"
EXISTING RIM BEAM TO REMAIN
2ND FLOOR FRAMING
1/4" = 1'-0"
— HU410 MAX NAILS
ASSUME EXISTING
BEAM AT OPENING. CUT AND
HANGER TO NEW BEAM.
NEW BEAM IN FLOOR
USE 3.5" x 11.875" PSL
OR 3.5" x 10.5" GLBT_
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ASSUME EXISTING
BEAM AT OPENING. CUT AND
HANGER TO NEW BEAM.
--- HU410 MAX NAILS
NEW (2) 2x4 POST
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NOTE!
2ND FLOOR ROOF TRUSSES BEAR ONLY ON EXTERIOR
WALLS. CONTRACTOR OR OWNER -CONTRACTOR TO FIELD
VERIFY UPON DEMO OF EXISTING MAIN FLOOR CEILING.
NOTIFY DESIGNER IF CONDITIONS PRESENTED ARE
DIFFERENT.
NOTE!
CONTRACTOR OR OWNER -CONTRACTOR TO FIELD VERIFY
EXISTING FLOOR FRAMING AND CONDITIONS PRIOR TO
CONSTRUCTION AND NOTIFY DESIGNER IF CONDITIONS
DIFFER AND REQUIRE MODIFICATION TO PLANS.
RECEIVED
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PROJECT NO.
201206
DESIGNED BY
TL
DRAWN BY
TL
CHECKED BY
RR
SHEET NO.
S2
PRINT DATE 1/26/2021 12:47:06PM
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT