APPROVED BLD BLD2021-0344+Architectural_Plan+3.8.2021_6.04.34_AM+2079922GENERAL NOTES
GENERAL REQUIREMENTS
ALL WORK SHALL COMPLY WITH THE 2018 EDITION OF THE INTERNATIONAL BUILDING CODE (STRUCTURAL DESIGN),
INTERNATIONAL RESIDENTIAL CODE (ORDINANCE), MOST RECENT EDITION OF THE UNIFORM PLUMBING CODE,
INTERNATIONAL MECHANICAL CODE, NATIONAL ELECTRIC CODE, WASHINGTON STATE ENERGY CODE, ANY STATE
AND LOCAL AMENDMENTS. AND ANY APPLICABLE LAND USE CODE.
THE OWNER/BUILDER SHALL BE RESPONSIBLE FOR DEVELOPING CONSTRUCTION DETAILS NECESSARY TO
CONSTRUCT A WEATHER TIGHT, DURABLE BUILDING. ALL FLASHING, WEATHERPROOFING, ROOFING AND
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
REQUIREMENTS, BUILDING CODE REQUIREMENTS AND ACCEPTED INDUSTRY STANDARDS FOR PERFORMANCE.
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
DETERMINING ADEQUACY OF CONSTRUCTION OF BUILDING ENVELOPE OR DETAILS. THE OWNER/BUILDER SHALL
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
COVERED BY SUBSEQUENT CONSTRUCTION WORK. USE OF THESE PLANS BY ANYONE OTHER THAN THE
INTENDED OWNER/BUILDER IS NOT PERMITTED.
ANY REDUNDANCY BETWEEN THESE NOTES AND S-SHEETS THE S-SHEETS SHALL SUPERSEDE.
SITE WORK
1. BACKFILL FOUNDATION DRAIN AT PERIMETER OF BUILDING WITH COURSE GRANULAR FILL. (1 1/2-3/8 CLEAN
WASHED ROCK WITH MIN. 12" WIDE BLANKET EXTENDING TO FINISHED GRADE.) PROTECT DRAIN TILE AND
WATERPROOFING.
2. ROUGH GRADING SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. TRENCH TO ELEVATIONS
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.
4. ROCKERIES AND RETAINING WALLS SHALL BE DESIGNED BY A LICENSED ENGINEER AND INSTALLED PER
APPLICABLE CODE.
MECHANICAL
AREA CALCULATIONS
HEATED AREAS
2ND FLOOR - EXISTING
MAIN FLOOR - EXISTING
MAIN FLOOR - NEW
SQUARE FOOTAGE
768
1248
323
TOTAL 2339
DRAWING INDEX
1. PLUMBING SYSTEMS SHALL BE DESIGNED AND INSTALLED BY A COMPETENT, EXPERIENCED PLUMBER AND IN
ACCORDANCE WITH THE UNIFORM PLUMBING CODE AND LOCAL CODES.
2. HVAC SYSTEMS SHALL BE DESIGNED AND INSTALLED BY A COMPETENT AND EXPERIENCED MECHANICAL
SHEET NO.
DESCRIPTION
CONTRACTOR IN ACCORDANCE WITH THE INTERNATIONAL MECHANICAL CODE, 2018 IRC, AND LOCAL CODES.
PROVIDE DOCUMENTATION OF FURNACE A.F.U.E. DUCTWORK INSULATION SHALL CONFORM TO THE
Al
COVER SHEET, INDEX, GENERAL NOTES
WASHINGTON STATE ENERGY CODE. WHEN INSTALLED IN GARAGE, HEATING UNITS SHALL BE PLACED SUCH
A2
ELEVATIONS
THAT ALL PILOT LIGHTS, BURNERS, HEATING ELEMENTS, OR SWITCHES ARE LOCATED A MIN. OF 18" ABOVE THE
GARAGE FLOOR.
A3
1 ST FLOOR PLAN
A4
BUILDING SECTIONS AND MISC. DETAILS
THERMAL AND MOISTURE
A5
ENERGY CODE INFO
S1
STRUCTURAL NOTES/SCHEDULES
1. INSULATION REQUIREMENTS SHALL MEET OR EXCEED THE LATEST EDITION OF THE WASHINGTON ENERGY CODE
S2
FOUNDATION PLAN, MAIN FLOOR FRAMING PLAN
OR ENERGY CODE ADOPTED BY THE LOCAL JURISDICTION. INSULATION REQUIREMENTS SHALL BE SHOWN ON
PLANS OR ON A SEPARATE ENERGY CALCULATION SHEET.
S3
2ND FLOOR FRAMING PLAN, ROOF PLAN
2. APPLY 1 COAT (MIN) HEAVY BODIED ASPHALT BITUMINOUS DAMPPROFING TO EXTERIOR OF FOUNDATION
S4
STRUCTURAL DETAILS
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
AND OVER FOOTINGS.
FINISHES
GARAGE CEILINGS BENEATH HABITABLE SPACES SHALL BE COVERED WITH 5/81, TYPE "X" GYPSUM WALL BOARD.
GARAGE CEILINGS BENEATH ATTIC OR NON LIVING SPACE SHALL BE COVER WITH 5/81' GYPSUM WALL BOARD.
WALLS AND STRUCTURE SEPARATING RESIDENTIAL AND GARAGE SPACES SHALL BE COVERED WITH 1/2" GYPSUM
WALL BOARD. ALL GARAGE GYPSUM WALLBOARD SHALL HAVE JOINTS FIRETAPED WITH NAILS SET AND
COMPOUNDED. ALL OTHER WALLS SHALL RECEIVE 1/2" GYPSUM WALLBOARD. CEILINGS WITH JOISTS/ TRUSS
SPACES GREATER THAN 16" SHALL RECEIVE 5/8" GYPSUM WALLBOARD OR 1/2" GYPSUM CEILING BOARD. WALLS
SURROUNDING TUBS OR SHOWERS SHALL BE COVERED WITH WATER-RESISTANT GYPSUM WALL BOARD. WATER-
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,
BACKING, LATH, APPLICATION TECHNIQUES, AND FINISHES.
ELECTRICAL
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.
FIRESTOPPING
FIRESTOPPING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND
HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND
THE ROOF SPACE. FIRESTOPPING SHALL BE PROVIDED IN WOOD FRAME CONSTRUCTION IN THE FOLLOWING
LOCATIONS:
1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES NOT TO EXCEED 10'-0"
HORIZONTALLY, AND AT THE CEILING AND FLOOR LEVEL.
2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT
SOFFITS, DROP CEILINGS, COVE CEILINGS, ETC.
3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND WALL
CAVITIES IN LINE WITH STRINGERS.
4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS AND FIREPLACES AT CEILING AND FLOOR LEVEL, WITH
NON-COMBUSTABLE MATERIALS.
MISCELLANEOUS
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. IN THE FIELD PRIOR TO PROCEEDING.
2. VERIFY SIZE AND LOCATION OF ALL OPENINGS IN THE FLOOR, ROOF, AND WALL WITH MECHANICAL AND
ELECTRICAL WORK.
3. PROVIDE SMOKE DETECTORS IN ACCORDANCE WITH (R314) SMOKE DETECTORS TO BE HARD WIRED AND
INTERCONNECTED. (R314.4, R314.5). A SMOKE DETECTOR SHALL BE INSTALLED IN EACH SLEEPING ROOM AND
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
BEDROOMS. (R315)
4. KITCHEN RANGE, DRYER, BATH AND LAUNDRY ROOM VENTILATION DUCTS SHALL TERMINATE OUTSIDE THE
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
MAKE THEM WATERPROOF. ROOF FLASHING PER R903.
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
CANNOT PASS THROUGH.
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
44" FROM FINISHED FLOOR TO BOTTOM OF CLEAR OPENING (R310.1).
SYMBOL LEGEND
OO
CARBON MONOXIDE DETECTOR
INTERCONNECTED 110v w/ BATTERY BACKUP
C.O.
CAN BE COMBINED w/ S.D.
O
SMOKE DETECTOR
INTERCONNECTED 110v w/ BATTERY BACKUP
S.D.
O
EXHAUST FAN (VENT TO OUTSIDE)
OKEYNOTE
101
DOOR SCHEDULE SYMBOL
1i
WINDOW SCHEDULE SYMBOL
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REVISION- SEE DESCRIPTION IN
TITLE BLOCK
SIM DETAIL SYMBOL
l SIMILAR DETAIL
101 DETAIL NO.
SHEET NO.
1 SIM
"it BUILDING CROSS SECTION
Al DETAIL NO.
SHEET NO.
Room name — ROOM NAME
Know what's b@IOW.
Call before you dig.
STATE LAW REQUIRES THAT YOU CALL BEFORE YOU DIG TO
LOCATE ALL UNDERGROUND UTILITIES.
FIORE KITCHEN & ENTRY ADDITION
& REMODEL
9401 215TH STREET S.W., EDMONDS., WA 98020
APPROVED BY
CITY OF EDMONDS
BUILDING DIVISION
Mar 30 2021
OBTAIN ELECTRICAL
PERMIT FROM
STATE LABOR &
INDUSTRIES
City
Of Edmonds
Building Department
Work
-------------------------------------------------------
REMODEL/ADDITION
•-------------------------------------------------------------------
Address
----------------------------------------------------------------------
9401 215TH ST SW
--------------------------------------------------------------.
Owner
--
FIORE
-----------------------------------------------------
Approved Date ,
-----------------------------------------------------------
3/30/2021
Building Official r
W. W ofAXLIL
---------------------------------------------------
- ------------------------------------
Permit Number:
BLD2021-0344
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
APPROVED
PLANS MUST BE
ON JOB SITE
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PRIMAT, E�J ��2 '021 5:06:15 PM
RTM
ELEVATION NOTES
Top of Ridge
121' - 6"
PROVIDE METAL FLASHING OVER TOPS OF WINDOWS AND TOPS OF TRIMS DIRECTLY EXPOSED TO
WEATHER.
ROOFING MATERIAL, SIDING AND FLASHING SHALL BE INSTALLED PER MANUFACTURER'S
SPECIFICATIONS, INDUSTRY STANDARDS AND PER I.R.C.
PORCHES, BALCONIES, RAMPS OR RAISED SURFACES LOCATED MORE THAN 30" ABOVE THE FLOOR OR
GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT. OPEN SIDE OF STAIRS WITH A TOTAL
RISE OF MORE THAN 30" SHALL HAVE GUARDS NOT LESS THAN 34" IN HEIGHT MEASURED VERTICALLY
FROM THE NOSING OF THE TREADS. INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES SHALL BE
SPACED SUCH THAT A 4" SPHERE CANNOT PASS THROUGH. THE TRIANGLE OPENINGS FORMED BY THE
RISER, TREAD, AND BOTTOM OF RAIL SHALL BE SUCH THAT A 6" SPHERE CANNOT PASS THROUGH.
EXTERIOR STAIRS SHALL BE NOT LESS THAN 36" WIDE. HANDRAILS SHALL NOT PROJECT MORE THAN 4.5"
ON EITHER SIDE OF THE STAIRWAY AND MIN. CLEAR WIDTH AT OR BELOW THE HANDRAIL SHALL NOT BE
LESS THAN 31.5". MAX. RISER HEIGHT IS 7 3/4". MIN. TREAD DEPTH SHALL BE 10". A LANDING IS REQUIRED
AT TOP AND BOTTOM OF EACH STAIRWAY.
SITE ADDRESS SHALL BE VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY.
NUMBERS SHALL CONTRAST WITH BACKGROUND, BE ARABIC NUMBERS OR ALPHABETICAL LETTERS, BE A
MIN. OF 4" IN HEIGHT WITH A MIN. STROKE WIDTH OF 1/2". (R319.1)
Step 1: Prepare the WRB at the rough
opening: install a small section of house
wrap below the sill (referred to as an
"apron"); alternatively, install self-adhesive
pan flashing with split backing (where the
release paper backing can be removed incre-
mentally) to seal to the house wrap later.
Step 2: Install pan flashing: cover the rough
sill and extend onto the face of the wall/
WRB.
Step 3: Install the window: according to
manufacturer instructions.
Step 4: Install the jamb flashing: over
window flange and pan flashing and extend
above the head flange.
Step 5: Install the head flashing: over and
beyond the jamb flashing (and over the win-
dow drip cap if installed).
Step 6: Integrate the WRB: Install house
wrap shingle -fashion, integrated with the
apron, and seal house wrap at jambs and
head using sealant (beneath the house wrap)
or construction tape.
0
-- COMPOSITION ROOFING AND
GUTTERS TO MATCH EXISTING HOUSE.
— 2ND FLOOR �
108'-7" 1
1 ST FLOOR PLATE AL
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SIDING AND TRIMS TO MATCH
EXISTING HOUSE.
1 a
AveraeGrade
96' - 6"
RIGHT SIDE ELEVATION
5 1/4!
HEAD FLASHING NOTE: SEE NOTE
BELOW DRAWING FOR INSTALLATION
`�O5
OF METAL HEAD FLASHING
@ THIS AREA
L
*
WEATHER RESISTIVE BARRIER
L
HYDROGAP DRAINABLE HOUSEWRAP
(BENJAMIN OBDYKE) W/ BENJAMIN
OBDYKE HYDROFLASHO GP SILL /
PENETRATION FLASHING AND BENJAMIN
OBDYKE HYDROCORNER SILL FLASHING
(APPROVED SUBSTITUTIONS OKAY)
IN'- NOTE:
1) INSTALL BENJAMIN OBDYKE
HYDROCORNER SILL FLASHING OR EQUIV.
@ ALL WINDOW SILL CORNERS
2) INSTALL BENJAMIN OBDYKE HYDROFLASH® GP SILL /
PENETRATION FLASHING OR EQUIV. OVER CORNER SHIELD, AS
EXTRA PREVENTION FOR LEAKS @ SILL CORNERS
FRONT ELEVATION
1/4" = 1'-0"
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AREA OF NEW ADDITION
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Top of Ridge
121' - 6"
1 ST FLOOR
100, - 0"
PLATE 2ND FLOOR PLAT
16'-3" — — — — — — — 116'-3° �
=LOOR t
08'-7" 1 —
PLATE
07'-9"
•O'
Housewrap,
Rigid cap flashing
Flashing tape
over head trim
10* to 1 S, C
slope
AREA OF NEW ADDITION
1
rk Average Grad l
REAR E LEVATION
HEAD FLASHING NOTE:
Flashing
AT WINDOW HEAD METAL DRIP
tape
FLASHING: INSTALL METAL HEAD
overtop
wind
FLASHING @ WINDOWS & EXTERIOR
flangew
'
DOORS PER THE DETAIL BELOW.
"
1/44n. gap
beneath
siding
Head trim
Flashing tape
over side
window flange
WINDOW FLASHING
1/4" = 1'-0"
d�,AERIAL VIEW
1/4" = 1'-0"
2ND FLOOR �
108'-7" V
1 ST FLOOR PLATE n
107'-9"
1 ST FLOOR
100'-0"
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200903
DESIGNED BY
TL
DRAWN BY
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CHECKED BY
TL
SHEET NO.
A2
RECEIVED
Mar 08 2021
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PRIi� 5AT,NTTME}�.'EWW"021 5:09:41 PM
R
KEYNOTE SCHELDULE
KEY VALUE TEXT
01
GARAGE DOOR: PROVIDE 1 3/8" SOLID CORE DOOR OR EQUIV. 20 MIN. RATED FIRE RATED DOOR BETWEEN HOUSE AND GARAGE. DOOR TO BE
EQUIPPED WITH A SELF -CLOSING DEVICE. (R302.5.1)
02
LANDINGS: THERE SHALL BE A FLOOR OR LANDING AT EACH SIDE OF EACH EXTERIOR DOOR. LANDING OR FLOOR SHALL BE A MAX. 1.5" LOWER
THAN THE TOP OF THE THRESHOLD; 7 3/4" IS PERMITTED AT EXTERIOR DOORS THAT DO NOT SWING OVER THE LANDING. MAX. LANDING SLOPE
IS 1/4:12. (R311.3.1 & 311.3.2)
03
GARAGE WALL: SEPARATION FROM GARAGE AND RESIDENCE SHALL HAVE 1/2" GYPSUM BOARD APPLIED TO GARAGE SIDE. A 5/8" TYPE "X" GWB
OR EQUIV. IS REQUIRED BETWEEN THE GARAGE AND HABITABLE SPACE ABOVE THE GARAGE. (R302.6 & TABLE 302.6)
04
COOKING APPLIANCES: HOUSHOLD COOKING APPLIANCES SHALL BE LISTED AND LABELED AND INSTALLED IN ACCORDANCE WITH MANUF.
SPECS. RANGE HOOD SHALL HAVE LIGHT & 100 CFM MIN. EXHAUST FAN AND BE VENTED TO OUTSIDE WALL. EXAHUST HOOD SYSTEMS IN
EXCESS OF 400 CFM SHALL BE PROVIDED WITH MAKE UP AIR IN THE AMOUNT EQUIV. TO THE EXHAUST RATE. (M1503)
10
DRYER: VENT TO OUTSIDE AND PER MANUFACTURER SPECICATIONS. DUCTS SHALL HAVE A SMOOTH INTERIOR FINISH AND CONSTRUCTED OF
METAL. MAX. DUCT LENGTH PER TABLE M1502.4.4.1 OR M1502.4.4.2. (M1502)
11
TYPICAL EXTERIOR WALL: SIDING o/ INFILTRATION BARRIER o/ EXTERIOR SHEATHING PER STRUCTURAL PLANS o/ 2X6 STUDS @ 16" O.C. w/ R-21
BATT INSULATION AND 1/2" MIN. GWB AT INSIDE FACE w/ P.V.A. PRIMER.
19
TEMP. GLASS DOOR
20
TEMP. GLASS WINDOW
SYM. N0,
FWIDTH
HEIGHT
AREA
WINDOW SCHEDULE
WINDOW TYPE U-VALUE COMMENTS
1 ST FLOOR
1
2'- 0"
3' - 0"
6 SF
SINGLE HUNG
0.28
2
6'- 0"
5' - 0"
30 SF
SLIDER
0.28
3
2'- 6"
3' - 6"
9 SF
SINGLE HUNG
0.28
4
2'- 6"
3' - 6"
9 SF
SINGLE HUNG
0.28
Grand total
54 SF
DOOR SCHEDULE
SYM. NO.
WIDTH
HEIGHT
DOOR TYPE
COMMENTS
1 ST FLOOR
D1
2' - 8"
6'- 8"
SINGLE PANEL
NOTE: DOORS AND HARDWARE TO MATCH EXISTING
D2
3' - 0"
6' - 8"
SINGLE POCKET
D3
2'- 8"
6' - 8"
SINGLE PANEL
D4
2'- 10"
6' - 8"
SINGLE STORE DOOR (TEMP.)
TEMP. GLASS (U=0.28)
D5
3' - 0"
6' - 8"
ENTRY DOOR w/ SIDELITES (TEMP.)
TEMP. GLASS (U=0.28)
D6
2' - 4"
6'-8"
SINGLE PANEL
Draiplft
strip �
Weathe€Seal trowel -applied membrane
7, Step flashing taped and sealed
Kick -out flashing
Kick -out and fascia
taped and sealed
Shingles Wallsheathin"I �ISTjF LOOR
1/4" = 1'-0"
KICKOUT FLASHING DETAIL
1/4" = 1'-0"
NEW STEP AND
LANDING TO GRADE
AS SITE DICTATES.
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PROJECT NO.
200903
DESIGNED BY
TL
DRAWN BY
TL & RM
CHECKED BY
TL
SHEET NO.
A3
RECEIVED
Mar 08 2021
mulmulmuo
PRIWUT,'TTE.'M 9021 5:1 1:44 PM
R
2ND FLOOR PLATE —
2ND FLOOR —
1ST FLOOR PLATE
CUT & HANGER PER SCHEDULE/
1ST FLOOR
CRAWLSPAdE
EXISTING
i
i
i
ATTIC
EXISTING FLOOR FRAMING
CONTRACTOR TO FIELD VERIFY
JOIST DIRECTION PRIOR TO
CONSTRUCTION AND NOTIFY DESIGN
IF DIFFERENT THAN DRAWN.
HANGER PER SCHEDULE
ATTACH EXISTING RIM JOIST TO
NEW GIRDER TRUSS PER PLAN
EXISTING OVER HANG
EXISTING ROOF FRAMING
EXISTING INSULATION
EXISTING INSULATION
EXISTING EXTERIOR WALL
FLASHING
- ATTIC-
HANGERPER SCHEDULE
10'-0"
12
14
CRAWLSPACE
6 MIL BLACK V.B.
1 BUILDING SECTION
qq SCALE: ,,z,,.o
ROOFING PER ELEVATIONS
o/ 30# FELT OVER �/16"APA
RATED 24/16 SHEATHING ON
MANUF. TRUSSES PER PLAN
%" GYPSUM CEILING BOARD
R-49 BATT OR BLOWN INSUL.
1" AIR SPACE w/ STYRENE INSUL.
BAFFLE. EXTEND 24" ABOVE
INSULATION
VENT BLOCKS w/ (3) 2" dia. WIRE
SCREENED VENTHOLES @ EA.
BLOCK
SOFFIT PER ELEVATIONS
CONT. ALUM. GUTTER ON FASCIA
BOARD PER ELEVATIONS
(2) 2x6 TOP PLATES
STAGGER JOINT MIN 48"0 C
FRAMING MEMBER ATTACHED TO
,,TOP PLATES PER STRUCTURAL
R-21 BATT INSULATION
(HEATED AREAS ONLY)
2x6 STUDS @16" O.C.
(U.N.O. IN STRUCTURAL)
Z" GYPSUM WALL BOARD
w/APPROVED
P.V.A. VAPOR RETARDER
EXTERIOR FINISH PER ELEVATION o/
15# BUILDING PAPER OR
APPROVED AIR INFILTRATION
BARRIER o/ SHEATHING PER
STRUCTURAL PLANS.
3/4" T&G PLY OR EQUIV. SUB -FLOOR
GLUED & NAILED TO
FLOOR JOISTS PER STRUCTURAL.
R-38 BATT INSULATION
CAULKING/ SEALANT BEAD
AT FLOOR PERIMETER
2x6 BASE PLATE
RIM JOIST PER STRUCTURAL
P.T. 2x6 BASE PLATE w/
ANCHOR BOLTS PER
SHEAR WALL SCHEDULE.
4" TIGHTLINE DRAIN WHERE REQ'D
FOUNDATION WALL SIZE AND
REINFORCING PER STRUCTURAL
PLANS
FOOTING SIZE AND REINFORCING
PER STRUCTURAL PLANS.
4" PERF. FT'G DRAIN.WRAP IN FILTER
FABRIC w/ GRAVEL OVER.
0
EXISTING 2ND FLOOR WALL
EXISTING ROOF FRAMING
EXISTING FLOOR FRAMING
2ND FLOOR
1ST FLOOR PLATE
BEAM PER STRUCTURAL PLANS
HANGER PER STRUCTURAL PLANS
(2) 2x4 TOP PLATES
STAGGER JOINT MIN. 48"O.C.
HEADER PER STRUCTURAL PLANS
NEW ENTRY DOOR
REMOVE EXISTING ENTRY WALL
P.T. 2x6 BASE PLATE w/
ANCHOR BOLTS PER
SHEAR WALL SCHEDULE.
NEW FOUNDATION PER STRUCTURAL
PLANS
3/4" T&G PLY OR EQUIV. SUB -FLOOR
GLUED & NAILED TO
FLOOR JOISTS PER STRUCTURAL.
R-38 BATT INSULATION
NEW FLOOR FRAMING PER
STRUCTURALPLANS
1ST FLOOR
R-49 BATT OR BLOWN INSUL.
NOTE: WALL NOT SHOWN AT CRC
SECTION BUT SHALL BE 2x4 WITH
3.5" CLOSED CELL INSULATION (R
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2 BUILDING SECTION.
A4/) SCALE: 1 /2" = 1'-0"
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PROJECT NO. 209003
DESIGNED BY TL
DRAWN BY
TL & RM
CHECKED BY
TL
SHEET:
RECEIVED
Mar 08 2021
PRI� "'TN,ENrl�L021 5:14 PM
GENERAL NOTES
All design and construction shall conform to the requirements of the International Building Code
2018 Edition.
Contractor shall verify all levels, dimensions and existing conditions in field before proceeding with
any construction or demolition. Contractor shall notify the Architect of any discrepancies or field
changes
Contractor shall be responsible for all safety precautions and the methods, techniques, sequences or
procedures required to perform the work. Contractor shall provide adequate shoring and bracing of
all structural members, existing construction and soil excavations as required, in a manner suitable
to the work sequence. Temporary shoring and bracing shall not be removed until all final
connections have been completed in accordance with the drawings and materials have achieved
design strength. Foundations walls greater than 4 feet shall not be backfilled until the floor framing
and all connections to the floor framing per these details are complete.
CHANGES: No changes to these structural drawings are permitted without written consent of the
Engineer. Changes will be billed to the client, owner or contractor at the Engineer's hourly rate.
SUBMITTALS: Shop drawings shall be submitted to the Architect prior to any fabrication or
construction for all the following:
Structural steel, steel canopies, glued -laminated members and pre -manufactured wood
members.
Design drawings and calculations, for pre -manufactured wood trusses and joists shall bear the seal
and signature of the Washington State Registered Professional Engineer who is responsible for the
design, and shall be submitted to the Architect and Building official for review prior to fabrication.
DESIGN LOADS
LIVE LOADS: Live loads are determined in accordance with ASCE Ch. 7
L = 40 PSF (Residential)
SNOW LOADS: Snow loads are determined in accordance with ASCE Ch. 7 with the following
Factors:
Ground Snow Load Pg = 20 psf Ct = 1.0 Ce = 1.0
Roof Snow Load Ps = 25 psf Is = 1.0
WIND LOADS: Wind loads are based on ASCE 7-10 Ch. 28 (Envelope Procedure) with the following
factors:
Exposure Category = B Iw = 1.0
Velocity (3 sec) =110 mph (ult) Kzt = 1.0
Design wind pressured for determining forces on components and cladding are determined in
accordance with ASCE 7-10 Chapter 30.
SEISMIC LOADS: Seismic loads are based on the Equivalent Lateral Force Procedure in ASCE 7-10
Section 12.8 with the following factors:
Risk Category = II Ss = 1.27
Site Class = D S1 = 0.496
Design Category = D SIDS = 0.845
R = 6.5 (wood shear wall) SD1 = 0.497
Ie = 1.0 Cs = 0.130 (ult.)
FOUNDATIONS
Concrete foundations shall bear on stiff, competent, undisturbed native soil. Prior to construction,
the contractor shall obtain confirmation from the Building Official, or a Washington State licensed
Geotechnical Engineer, that the native soil at this project is adequate to support the following
bearing pressure:
Allowable bearing pressure used for structural design = 2000 psf (assumed)
Where footings must bear on structural fill due to inadequate soil conditions, the fill shall be mixed
and compacted in accordance with specifications provided by a Geotechnical Engineer licensed in
the State of Washington.
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
depth with the Building Official prior to excavation.
CONCRETE
Concrete work shall comply, in general, with ACI 301 (latest edition) "Specifications for Structural
Concrete for Buildings."
CONCRETE MIXES: Concrete mixes shall conform ACI 318 Ch. 5. Minimum concrete strength f'c at
28 days shall be as follows:
Slab -on -grade, Curbs and Pads - 2000 psi
Footings - 2500 psi
Walls, Stems - 3000 psi (2500 psi used for structural design)
Water/cement ratio shall be measured by weight and shall be based on the total cementitious
material. Water/cement ratio shall be determined by the supplier based on strength requirements
and shall not exceed 0.55. Water -reducing admixtures may be incorporated in concrete mix designs
but shall conform to ASTM C 464, and be used in accordance with the manufacturer's
recommendations. CaCI and other water-soluable chloride admixtures shall not be used.
REINFORCING STEEL: All reinforcing shall be deformed bar (rebar) with bar diameters specified in
these drawings and properties below:
All reinforcing unless noted otherwise - ASTM A615, Grade 60
#3 stirrups and ties - ASTM A615, Grade 40
Welded rebar - ASTM A706, Grade 60
Galvanized Welded Wire Fabric - ASTM A165
Reinforcing steel shall be detailed in accordance with ACI 315 "Manual of Standard Practice for
Detailing Reinforced Concrete Structures."
Reinforcing steel shall be lapped as noted on the drawings. Where lap length is not shown,
reinforcing bars shall be lapped as follows:
#5 and smaller - 48 bar diameters
#6 and larger - 60 bar diameters
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.
WOOD
SAWN LUMBER: Structural sawn lumber shall be kiln dried and be of the species and grade noted
below or better:
Use Grade Fb(psi)
Wall Studs Hem Fir Stud 675
Plates & Planks Hem Fir #2 850
Joists & Rafters Hem Fir #2 850
4x Beams Douglas Fir -Larch #2 900
6x Beams Douglas Fir -Larch #2 875
Posts Douglas Fir -Larch #2 750
2x4 T&G Decking Douglas Fir -Larch Select 1750
All lumber and plywood exposed to weather or water or in contact with concrete, stucco, masonry
or other cementitious materials shall be treated with an E.P.A. acceptable wood preservative, such
as Alkaline -Copper -Quaternary "ACQ" or Copper Azole "CBA" type A and B.
All wood connectors shall be manufactured by Simpson Strong Tie Company (or approved equal),
and of the size and type shown on the drawings. All wood connectors in contact with
preservative -treated wood shall be Triple Zinc G-185 galvanized (1.85 oz/sq ft coating).
MINIMUM WOOD NAILING REQUIREMENTS: Unless otherwise noted on the drawings, typical wood
framing shall be fastened as follows. See IBC Table 2304.10.1 for fastener alternatives not shown.
Location Min. Nail Quantity/Spacing Type*
Beams (built up 2x's) 3" x 0.131" 24" o.c. T&B* FN
EF* staggered
Blocking -to joists, rafters, trusses 3" x 0.131" 2 each end TN
or studs
-to top plates 3" x 0.131" 3 TN
Bottom plate -to joist, rim joist 3" x 0.131" 12" o.c. FN
or blocking
-to studs 3" x 0.131" 3 EN
Header (built up 2x's) 16d box 12" o.c. T&B FN
Header -to studs 3" x 0.131" 4 TN
Joist
-to supports
3" x 0.131"
3
TN
-to rim joist
3" x 0.131"
4
EN
Rafter
-to supports
3" x 0.131"
4
TN, EN
Rim Joist
-to sill or blocking
3" x 0.131"
6" o.c.
TN
Stud
-to Stud
3" x 0.131"
12" o.c.
FN
-to top/bottom plate
3" x 0.131"
4
TN
Top plate
-to top plate
3" x 0.131"
12" o.c.
FN
-to studs
3" x 0.131"
3
EN
-laps at corners and
3" x 0.131"
3
FN
intersections
Truss to top plate 3" x 0.131" 4 TN
*EN = end nail, FN = face nail, TN = toe nail, EF = "each face", T&B = "top and bottom"
RATED SHEATHING: Wood structural panels shall bear the APA trademark of the American Plywood
Association. Sheathing shall be as follows:
Shear Wall Shtg 7/16" 32/16 C-D INT APA with Exterior Glue (CDX)
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
Sheathing shall be orientated over the supports as shown on the drawings. Shear wall sheathing
shall be blocked at all panel edges as shown in the shear wall schedule.
GLUED LAMINATED MEMBERS: Glued Laminated members shall each bear an AITC identification
mark and be accompanied by an AITC certificate of conformance. One coat of end sealer shall be
applied immediately after trimming either shop or field. Members shall be Visual Graded Western
Species Inductrual, Architectural or Premium grade with strength as follows:
Symbol Species Fb E
GLIB24F-V4 DF/DF 2400/1850 psi 1,800,000 psi
GLIB24F-V8 DF/DF 2400/2400 psi 1,800,000 psi
ENGINEERED COMPOSITE LUMBER: Engineered Composite Lumber shall be manufactured by
Trus-Joist, Boise Cascade or approved equal and shall have the following minimum strength (based
on 12" member depth):
Symbol Fb E
PSL 2900 psi 2,000,000 psi
LVL 2600 psi 2,000,000 psi
LSL 1700 psi 1,300,000 psi
Versa -Lam (1%4-2%") 2800 psi 2,000,000 psi
VersalLam (31/2" & wider) 3100 psi 2,000,000 psi
PREMANUFACTURED OPEN WEB WOOD TRUSSES: Trusses shall be design by a Structural Engineer
licensed in the State of Washington, who is regularly engaged in the design of plate -connected
wood trusses. Truss design shall be accordance with IBC Section 2303.4.
Trusses shall be design for the following superimposed dead loads:
top chord bottom chord total
roof trusses 10 psf 5 psf 15 psf
In addition to dead loads, the design shall include the live, wind, snow loads as identified in the
"Design Loads" section of these drawings, and the snow drift, sliding and unbalanced loads per
ASCE7 Chapter 7. The truss design shall include concentrated and axial loads shown on framing
plans and hanger schedules in these drawings.
Roof trusses shall be designed for wind net uplift of 10 psf unless otherwise noted on the drawings.
Trusses shall be fabricated by a manufacturer who is a member of the Truss Plate Institute. Trusses
shall be supplied with the proper hangers, end connections, bridging, bracing to provide lateral
stability of all truss members, and tie -down connections to beams and tops of walls. Trusses shall
be supplied with tapered hardwood shimming so that every chord bears on the full width of every
support, without notching the truss members. The truss manufacturer is responsible for ensuring
the bearing seat does not exceed the sill plate capacity of the supporting element.
RECOMMENDED INSPECTIONS
The following recommended minimum items shall be inspected by a qualified individual provided
by the Building Official:
-Footings bear on competent native soil per the "Foundations" section above
-Footing reinforcement
-Shear wall sill plate anchors and washers per schedule
-Shear wall nailing and shear clips per schedule
-Shear wall hold-downs
TYPICAL DETAILS
In addition to the details and schedules on the framing plans, those noted as "Typical" shall be
Ised throughout the structure as applicable.
STRUCTURAL NOTES
""'7D FRAMING PER PLAN VARIES.
!0/S2 FOR CONNECTIONS AND
RING NOT SHOWN
ILL PLATE w/ ANCHOR BOLTS
) WASHERS PER SHEAR WALL
EDULE. MINIMUM ANCHOR
T EMBEDMENT = 7".
DRIZ. AT 18" o.c. AND (2) AT
OF WALL
ERT. DOWELS AT 24" o.c.
RNATE HOOK AT BASE
FING PER PLAN
TYPICAL CONCRETE FOUNDATION 1
EMBED ALL NEW STEM WALL
AND FOOTING REBAR INTO
EXISTING FOUNDATION. DRILL
AND EPDXY 4" MIN.
EXISTING STEM
WALL
Z
EXISTING
FOOTING /
NEW
STEM
WALL
EMBED ALL NEW STEM WALL � \
AND FOOTING REBAR INTO
EXISTING FOUNDATION. DRILL NEW
AND EPDXY 4" MIN. FOOTING
NEW FOUNDATION TO EXISTING 1 4
SHEAR WALL
PER PLAN
EDGE NAILING
#4 AT 24" o.c.
ALTERNATE
z DIRECTION
W #4 CONT. TOP
AND BOTTOM
AND 18" o.c.
EACH FACE
00
m
N
CRIPPLE STUDS AT
16" O.C. WHERE APPLICABLE
TOP PLATES
NAIL STUD TO HEADER
W/ (8) 16d
STUD(S) PER PLAN
FULL HEIGHT
TO TOP PLATES
TRIM STUDS (TRIMMERS)
PER POST PLAN
10d AT 6" o.c.
2x PT SILL PLATE w/ BOLTS PER
SHEAR WALL SCHEDULE
2x4 FLAT BLOCKING AT 48" o.c.
-EXISTING RIM JOIST
10d AT 6" o.c.
2x10 CONT. WITH
16d AT 6" o.c.
1' 0" EXISTING FOUNDATION
SECTION 1 7
SOLID BLKG MATCH
WIDTH OF BEAM/GIRDER
TYPICAL HEADER DETAIL I 10
VERIFY EXISTING 2x RIM JOIST
EXISTING FLOOR FRAMI�
EXISTING FOUNDATIC
POST BETWEEN JOISTS
OOR BOUNDARY
AILING
DNT. 2x BLOCKING
(ITH 16d AT 6" o.c.
W FLOOR JOISTS AND
ANGERS PER PLAN
SINGLE REINFORCING
NOTES:
1. VERTICAL REINFORCING NOT
SHOWN FOR CLARITY
2. SEE STRUCTURAL NOTES FOR
CLEAR COVER
24"
#4 x 24"
MATCH HORIZ
REINF.
24"
44 x 24"
MATCH HORIZ
1EINF.
#4 x 24"
MATCH HORIZ
REINF.
DOUBLE REINFORCING
SECTION I Z I TYPICAL CONCRETE WALL AND FOOTING CORNER I $
JF
'LP
5d
5d
)R.
PE
CONNECTION
)LAN
FING PER PLAN
POST AT JOISTS
DIAPHRAGM NAILING SCHEDULE
NAIL SPACING
NAIL SPACING AT
AT BOUNDARIES
INTERMEDIATE
NAIL SPACING
BLKG
SIZE OF
AND "OTHER"
FRAMING
AT BLOCKED
LOCATION
SHEATHING
REQD
NAIL
PANEL EDGES
MEMBERS
PANEL JOINTS
ROOF
SEE STRUCT
NOTES
NO
10d
6" OC
12" OC
6" OC
SUB-FLR
NO
10d & GLUE
6" OC
12" OC
6" OC
DIAPHRAGM NOTES
1.
ALL DIAPHRAGM SHEATHING IS TO BE STAGGERED IN THE DIRECTION
OF THE PLYWOOD SPAN PER
DIAPHRAGM DETAIL
2.
PROVIDE BOUNDARY NAILING CONTINUOUS AROUND THE ENTIRE PERIMETER
OF THE DIAPHRAGM
3.
NAILS SHALL BE COMMON OR GALVANIZED BOX
4.
ALL FRAMING MEMBERS SHALL BE 2x MINIMUM NOMINAL WIDTH
BLOCKED DIAPHRAGM
TYPICAL CONTINUOUS
WHERE INDICATED
PANELJOINT
TF it �l:
I
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n
BOUNDARY
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NAILING
11 11
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TOP PLATE
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BLOCKED CONTINUOUS
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"OTHER" PANEL
PANEL101NT
11
11
EDGE NAILING
fl ]I.
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IJ IJ
INTERMEDIATE
JOIST/TRUSS
NAILING
,
DIAPHRAGM DETAIL
TYPICAL DIAPHRAGM NAILING 1 $
II II
I I ROOF TRUSSES/
I I RAFTERS BELOW I L
I I
2x6 BLOCK BETWEEN
ROOF TRUSSES BELOW W/ I I
(2) 16d EA END I I
I I �
I I I I i
2x6 PLATE W/ (2) 16d I I
INTO EA ROOF TRUSS I I i
BELOW I�I�
I I
I I
I I
2x4 RAFTERS @ 24"o.c.
POST DOWN TO ROOF i
I I
TRUSS BELOW AT 24" o.c. I I
I I I I
I I I I
I I i I I
TYPICAL ROOF OVERFRAMING I 1 1
VG
TOP Pl.
PC POST
J FLOOR POST
)LAN
5d
FING FLOOR BEAM
)R 6x6 DF#2 POST
FCH BEAM WIDTH)
:2) SIDES WITH
2RETE NAILS
FING PER PLAN
POST AT BEAM
SECTION 1 6
10% 1n111 Kroll c rnru cmr
NOTES:
SEE STRUCTURAL NOTES FOR TYPICAL TOP
PLATE NAILING NOT SHOWN
TYPICAL TOP PLATE SPLICE 1 9
12
Ross
Engineering
Design
Inc
ryan.ross@rossengineer.com
2.18.2021
ELECTRONIC COPY
ORIGINAL ON FILE AT
ROSS ENGINEERING DESIGN
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FILE/ NO.
21002
DESIGNED BY
RR
DRAWN BY
RR
CHECKED BY
RR
SHEET:
;i ECEI
Mar 08 2021
CITY OF EDMONDS
PFN�E 2 / 16 / 2021
POST, CAP & BASE SCHEDULE
SYM.
POST
CAP
BASE
NOTES:
P-01
(1) 2x_ STUD w/ (1) TRIMMER
(4) 16d NAIL (DBL. TOP PLATE)
(4) 16d NAIL (TOE PLATE)
16d NAILS STAGGERED @ 12" O.C. (8) 16d NAILS STUD TO HEADER
P-02
2x_ STUD w/ (2) TRIMMERS
(4) 16d NAIL (DBL. TOP PLATE)
(4) 16d NAIL (TOE PLATE)
16d NAILS STAGGERED @ 12" O.C. (8) 16d NAILS STUD TO HEADER
P-03
(3) 2x_ STUDS
(4) 16d NAIL (DBL. TOP PLATE)
(4) 16d NAIL (TOE PLATE)
16d NAILS STAGGERED @ 12" O.C.
P-04
(4) 2x_ STUDS
(4) 16d NAIL (DBL. TOP PLATE)
(4) 16d NAIL (TOE PLATE)
16d NAILS STAGGERED @ 12" O.C.
P-05
6x6 DF#2
(4) 16d NAIL
(2) A34
P-06
P-07
NOTE:
SOLID BLOCKING BETWEEN FLOOR @ POINT LOAD BLOCKING TO BE EQUAL TO OR GREATER THEN THE POST ABOVE
A B C
i
GARAGIE SLAB
° EXISTING
MAIN FLOOR FRAMING.
BEAM SCHEDULE
SYM.
BEAM
BM-01
4x8 DF#2 OR BETTER
BM-02
3.5"x9" GLULAM
BM-03
5.25"x9.25" PSL
BM-04
3.5"x9.25" PSL
BM-05
FOUNDATION NOTES
• VERIFY ALL DIMENSIONS AND FIELD CONDITIONS PRIOR TO COMMENCING
ANY WORK.
• GENERAL CONTRACTOR AND/OR FOUNDATION CONTRACTOR SHALL VERIFY
THE LOCATION OF ANCHOR BOLTS AND HOLDOWNS PRIOR TO POURING
CONCRETE.
• ALL FOOTING SHALL BEAR 18" BELOW UNDISTURBED NATURAL SOIL.
FINISHED GRADE SHALL BE NO LESS THAN 12" ABOVE BOTTOM OF
FOOTINGS.
• TOP OF FOOTING SHALL BE LEVEL. BOTTOM SURFACE OF FOOTING SHALL
NOT SLOPE MORE THAN 10%. STEP FOOTING AS NECESSARY TO MAINTAIN
MIN. DEPTH OF FOOTING BELOW FINISHED GRADE.
• FOUNDATION WALL SHALL EXTEND MINIMUM 6" ABOVE FINISHED GRADE.
• ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.
• UNLESS NOTED OTHERWISE OR IN SHEAR WALL SCHEDULE, ALL ANCHOR
BOLTS SHALL BE %2' dia. x 10" AND EXTEND MINIMUM 7" INTO CONCRETE
WITH MINIMUM SPACING OF 48" ON CENTER. EACH ANCHOR BOLT SHALL
HAVE A 3"x3"x.229" GALVANIZED WASHER.
• SEE SHEARWALL & HOLDOWN SCHEDULES FOR SIZE AND PLACEMENT.
• CRAWLSPACE ACCESS SHALL BE A MIN. OF 18"x24". OPENINGS THROUGH A
PERIMETER WALL SHALL BE NOT LESS THAN 16"x24". (R408.4)
• PROVIDE A 6 MIL. BLACK VAPOR BARRIER OVER ALL CRAWLSPACE AREAS.
(R406.3.2)
• PROVIDE 2" SAND OVER 6 MIL BLACK VAPOR BARRIER OVER 4" COMPACTED
GRANULAR FILL UNDER ALL CONCRETE SLABS.
• PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT
CONNECTIONS ARE IN PLACE.
• ALL ISOLATED SPREAD FOOTING TO BE 24"x24"x8" REINFORCE FOOTINGS
WITH (2) #4 BARS EACH WAY UNLESS NOTED OTHERWISE IN PLAN.
• FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES
AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM TOP OF
FOOTING TO FINISHED GRADE. (R406.1)
• SEE SIMPSON RECOMMENDATIONS FOR HOLD DOWN PLACEMENT.
COORDINATE LOCATIONS WITH DOOR & WINDOW ROUGH FRAMING TO
PROVIDE ACCURATE DIMENSION FOR OPENINGS.
FOUNDATION VENT CALCS.
(R408.1) PROVIDE 1 SQ. FT. OF VENTILATION FOR EVERY 300 SQ. FT. OF
CRAWLSPACE. FOUNDATION VENTS SHALL BE EXTRUDED, LOAD BEARING
16"x8" VENTS.
PROVIDE A MINIMUM OF (1) FOUNDATION VENT WITHIN T-0", BUT NOT WITHIN
THE FIRST V-0" OF EACH CORNER OF CRAWLSPACE.
ASSUMED VENTS ARE MIN. 15.5"x6" AND HAVE A NET FREE VENTILATION AREi
OF .48 SQ. FT.
NEW FOUNDATION VENT CALCULATIONS
CRAWLSPACE AREA 297 SQ FT
NET VENTILATION
AREA/ 300 SQ FT 0.99 NET AREA
NUMBER OF VENTS REQ'D
NETAREA/ 0.48 3
OPTIONAL POWER VENT
CRAWLSPACE HEIGHT 3 59.4 CFM
HANGER SCHEDULE
SYM.
HANGER
H-01
LU210 / LUC210
H-02
HU410 MAX NAILS
H-03
HUCQ610-SDS
NOTE:
HANGERS NOT CALLED OUT IN ROOF
PLAN SHALL BE PROVIDED BY TRUSS
ENGINEER
FOUNDATION PLAN.
SCALE: 1 /4" = V-0"
A
B
i
EPDXY DOWEL ALL
SHORT WAY FOOTING
BARS INTO EXISTING
10'-0"
04
tAWLSPACE
6 MIL. BLACK V.B.
I] —
C
J
-O
LEGEND
STEM WALL
FOOTING
EXISTING STEM WALL
EXISTING FOOTING
CONCRETE FOOTING SCHEDULE
SYM.
FOOTING SIZE
RE -BAR
PLACEMENT
F-01
"16'W" CON'T.
(2) #4 CON'T.
F-02
24"x24"x8"
(2) #4 EA. WAY
F-03
*36"x30"x8"
(4) #4 EA. WAY
F-04
"42"x%'W"
(2) #4 LONG WAY
(4) #4 SHORT WAY
F-05
"12" WIDE
THICKENED EDGE
SEE 7/S1
F-06
'24"x24"x8"
(2) #4 EA. WAY
NOTE:
"EXTERIOR FOOTINGS SHALL BE MIN.
18" BELOW GRADE AND REST ON
BEARING SOIL.
Ross
Engineering
Design
Inc
ryan.ross@rossengineer.com
2.18.2021
ELECTRONIC COPY
ORIGINAL ON FILE AT
ROSS ENGINEERING DESIGN
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PROJECT NO. 200903
DESIGNED BY RR
DRAWN BY RR
CHECKED BY RR
SHEET:
S2
RECEIVED
Mar 08 2021
L;PR�
V"'TMENl9�2021 8:39 AM
EXTERIOR WALLS
NOT MARKED SHALL BE
sW1
HOLDDOWNS CALLED OUT
ARE LOCATED AT BASE OF
SHEAR WALLS.
SEE SHEET S4 FOR SHEAR
WALL SCHEDULE AND TYPICAL
SECTIONS
MAIN FLOOR SHEARWALLS
SCALE: 1/8" = 1'-0"
>M
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I
I
_'_====�v_____________________
i
51
POST, CAP & BASE SCHEDULE
SYM.
POST
CAP
BASE
NOTES:
P—Ol
(1) 2x_ STUD w/ (1) TRIMMER
(4) 16d NAIL (DBL. TOP PLATE)
(4) 16d NAIL (TOE PLATE)
16d NAILS STAGGERED @ 12" O.C. (8) 16d NAILS STUD TO HEADER
P-02
2x_ STUD w/ (2) TRIMMERS
(4) 16d NAIL (DBL. TOP PLATE)
(4) 16d NAIL (TOE PLATE)
16d NAILS STAGGERED @ 12" O.C. (8) 16d NAILS STUD TO HEADER
P-03
(3) 2x_ STUDS
(4) 16d NAIL (DBL. TOP PLATE)
(4) 16d NAIL (TOE PLATE)
16d NAILS STAGGERED @ 12" O.C.
P-04
(4) 2x_ STUDS
(4) 16d NAIL (DBL. TOP PLATE)
(4) 16d NAIL (TOE PLATE)
16d NAILS STAGGERED @ 12" O.C.
P-05
6x6 DF#2
(4) 16d NAIL
(2) A34
P-06
P-07
NOTE:
SOLID BLOCKING BETWEEN FLOOR @ POINT LOAD BLOCKING TO BE EQUAL TO OR GREATER THEN THE POST ABOVE
II II ROOF PLAN NOTES
II I I
II I I
__T_______T_�i
li
• SEE DESIGN LOADS AND/OR STRUCTURAL NOTES FOR
GROUND AND ROOF SNOW LOADS.
-- — --
--- --
--
I
II
II
II
II
II
II
II
II
II
II
I II
II
I II
II
II
II
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II
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II
II
II
II
II
I II
II
I II
II
LF----------------
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EXISTING
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II
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@24"O.C.
II
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II
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II
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--------------- 'II------------ 2
NOTE !
NO CHANGES MADE TO UPPER ROOF
---------------------- 1
UPPER FLOOR ROOF PLAN
SCALE: 1/4" = 1'-0"
FOR SCHEMATIC PURPOSES ONLY.
REFER TO TRUSS FRAMING PLANS PER MANUFACTURER
AND PREPARED BY A LICENSED TRUSS ENGINEER.
• FOR MANUFACTUREDED TRUSS ROOFS: ROOF PLAN IS FOR
SCHEMATIC PURPOSES ONLY. ACTUAL ROOF PLAN TO BE
DESIGNED AND ENGINEERED BY A LICENSED TRUSS
ENGINEER. RAFTER FRAMING PER PLAN.
• TRUSS LAYOUT TO BE REVIEWED AND APPROVED BY THE
TRUSS MANUFACTURER PRIOR TO CONSTRUCTION.
• SHADED AREAS INDICATE OVER -FRAMING.
• LOCATE DOWNSPOUTS PER SITE CONDITIONS AND PER
GENERAL CONTRACTOR.
• INSTALLATION OF ALL ROOFING AND WALL FLASHING
SHALL BE TO INDUSTRY STANDARDS AND IN COMPLIANCE
WITH CURRENT CODES.
• PROVIDE CONTINUOUS ALUMINUM GUTTERS ON FASCIA AS
SPECIFIED IN DETAILS.
• SKYLIGHT SIZES, IF ANY, ARE APPROXIMATE. CONTRACTOR
TO VERIFY ACTUAL ROUGH OPENING SIZE PER
MANUFACTURER SPECIFICATIONS.
• PROVIDE SOLID BLOCKING OVER ALL SUPPORTS.
• PROVIDE MIN. 22"x30" ATTIC ACCESS WITH APPROVED
WEATHERSTRIPPING. IF ACCESS IS IN A GARAGE, A SELF
CLOSING MECHANISM MUST BE INCORPORATED.
• 16d @ 8"o.c. END TRUSS TO TOP PLATES. (TYPICAL AT ALL
GABLE ENDS)
• ATTICS WHERE THE MAX. CLEAR HEIGHT BETWEEN JOIST
AND RAFTERS IS MORE THAN 42", OR WHERE THERE ARE
TWO OR MORE ADJACENT TRUSSES WITH THE SAME WEB
CONFIGURATION CAPABLE OF CONTAINING A RECTANGLE
42" HIGH BY 24" WIDE OR GREATER, MUST BE CONSIDERED
ATTIC WITH LIMITED STORAGE.
• ATTIC SPACE SERVED BY A FIXED STAIR SHALL BE
DESIGNED TO SUPPORT THE MIN. LIVE LOAD FOR SLEEPING
ROOMS.
ATTIC VENTILATION CALCULATIOl'
ATTIC VENTILATION (R806.1 & 806.2)
PROVIDE 1 SQ. FT. OF ATTIC VENTILATION FOR EACH 150 SQ. FT.
ATTIC AREA.
EXCEPTION:
PROVIDE 1 SQ. FT. OF ATTIC VENTILATION FOR EACH 300 SQ. I
ATTIC SPACE WHEN NOT LESS THAN 40% AND NOT MORE THA
OF THE REQUIRED VENTILATION AREA IS PROVIDED BY
VENTILATORS LOCATED WITHIN THE UPPER PORTION OF THE
OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED
MORE THAN 3 FEET BELOW THE RIDGE OR HIGHEST POINT OF
SPACED MEASURED VERTICALLY WITH THE BALANCE OF THE
REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VEN
WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBER;
CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS.
INSTALLATION OF MORE THAN 3 FEET BELOW THE RIDGE OR
HIGHEST POINT OF THE SPACE SHALL BE PERMITTED.
NEW ROOF VENT CALCULATIONS
ROOF AREA
297 SQ FT
REQUIRED ROOF VENTILATION
AREA/ 300
0.99 SQ FT
40-50% IN UPPER & LOWER ROOF
ROOF VENT AREA / 2
0.50 SQ FT
VENT BLOCKS IN EAVES
BLOCKS = AREA/ 0.074
7
ROOF VENTS IN UPPER 40-50 %
OPTION 1:
AF50 ROOF JACK = AREA/ 0.333
2
OPTION 2: (ridge vent)
CORAVENT V300 = AREA/ 0.094
5.3 FEET
BEAM SCHEDULE
SYM.
BEAM
BM-01
48 DF#2 OR BETTER
BM-02
3.5"x9" GLULAM
BM-03
5.25"x9.25" PSL
BM-04
3.5"x9.25" PSL
BM-05
Q Q Q
2ND FLOOR FRAMING
SCALE: 1/4" = 1'-0"
HANGER SCHEDULE
SYM.
HANGER
H-01
LU210 / LUC210
H-02
HU410 MAX NAILS
H-03
HUCQ610-SDS
NOTE:
HANGERS NOT CALLED OUT IN ROOF
PLAN SHALL BE PROVIDED BY TRUSS
ENGINEER
ER NOTE !
3 NOT CALLED
LAN SHALL BE:
O�
BM-01 Q�
GEND
SSES
SSES (TOP CHORD)
R FRAMING
LS UNDER
LS/ FIXTURES OVER
DERS & BEAMS
DR PERIMETER
'ER ROOF LINES
,TING
,TING WALLS UNDER
,TING HEADERS & BEAMS
OVAL
Ross
Engineering
Design
Inc
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2.18.2021
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PROJECT NO. 200903
DESIGNED BY RR
DRAWN BY
RR
CHECKED BY
RR
SHEET:
S3
RECEIVED
Mar 08 2021
PRILulvlulN
� "'"EN7NT2021 8:40 AM
1
EXISTING STUD WALL.
SHEATHING TO REMAIN
FULL HEIGHT.
HANGERS PER PLAN
VERIFY EXISTING 2x10 FLOOR
JOISTS PERPENDICULAR TO
GIRDER TRUSS
ATTACH EXISTING LEDGER
TO GIRDER TRUSS WITH
SDW22438 TOP AND
BOTTOM AT 9" ox.
EXISTING STUD WALL.
SHEATHING TO REMAIN
FULL HEIGHT.
LU210 HANGER EACH BLOCK
2x10 BLOCKING AT 16" ox.
EXISTING 2x10 FLOOR JOISTS
ATTACH EXISTING LEDGER
TO GIRDER TRUSS WITH
SDW22438 TOP AND
BOTTOM AT 9" ox.
11
TYPICAL SHEAR WALL SCHEDULE
NUMBER OF
SHEAR WALL
STUD/BLKG.
SILL PLATE / SOLE PLATE
FRAMING
ANCHOR TO
NAIL/SCREW
SHEATHED
EDGE
AT ADJOINING
67
SYMBOL
SHEATHING
SIDES
1
NAILING
PANEL EDGES s
SIZE
CONCRETE s
TO RIM JOIST
SHEAR CLIPS
SWl
1
8d @ 6" OC
2x
2x
5/8" DIA. AB
3"x.131" NAIL
3"x.131" TOENAIL
@ 48" OC
@ 6" OC
@ 6" OC $
SW2
5/8" DIA. AB
161BOX NAIL
LTP4 @ 24" OC
SEE
SW3
STRUCT
1
8d @ 4" OC
2x
2x
5/8" DIA. AB
16d BOX NAIL
LTP4 @ 18" OC
NOTES
@ 32" OC
@ 4' OC
SW4
1
8d @ 3" OC z
3x OR DBL. 2x4
2x
5/8" DIA. AB
16d BOX NAIL
LTP4 @ 14" OC
@ 24" OC
@ 3' OC
FSW57
1
8d @ 2" OC2
3x OR DBL. 2x4F2X
5/8" DIA. AB
16d BOX NAIL
LTP4 @ 10" OC
@ 18" OC
@ 2.5" OC
SHEAR WALL SCHEDULE NOTES
1. NAILS SHALL BE COMMON OR GALVANIZED BOX UNLESS NOTED OTHERWISE.
2. WHERE NAIL SPACING IS LESS THAN 4"oc, STAGGER NAILS %".
3. ALIGN ALL VERTICAL ADJOINING PANEL EDGES WITH STUD PER SCHEDULE. PROVIDE BLOCKING PER SCHEDULE AT ALL
HORIZONTAL ADJOINING PANEL EDGES.
4. 3x FRAMING MAY BE SUBSTITUTED WITH (2)2x NAILED TOGETHER W/ 16d NAILS MATCHING EDGE NAIL SPACING.
STAGGER PER NOTE #2
5. AT SW1 PROVIDE STANDARD CUT WASHERS AT ALL SILL BOLTS. AT SW2 AND HIGHER PROVIDE 3"0"x.223" STEEL PLATE
WASHERS. LOCATE EDGE OF WASHER WITHIN %2" OF EDGE OF SHEATHED SIDE OF SILL PLATE. HOLE IN WASHER MAY BE
DIAGONALLY SLOTTED 1.75" MAX.
6. ENSURE ONE CLIP EACH END OF SHEAR WALL AT EACH REQUIRED FACE OF SHEATHING.
7. SHEAR CLIPS ARE REQUIRED ONLY AS INDICATED IN THE SECTIONS.
8. SEE DETAIL (TOP FAR RIGHT) FOR TYPICAL TOENAIL
ROOF BOUNDARY NAILING
(2) 16d TO EACH STUD
GIRDER TRUSS PER PLAN
VERIFY EXISTING 2x10 LEDGER
SECTION 1 7
ROOF BOUNDARY NAILING
(2) 16d TO EACH STUD
2x4 BLOCKING
AT 48" o.c.
EXISTING ROOF
TRUSSES
ROOF SHEATHING PER
STRUCTURAL NOTES
ROOF BOUNDARY NAILING
2x BLOCKING PANELS PROVIDED
BY TRUSS MANUFACTURER
SHEAR WALL SHEAR CLIPS
EDGE NAILING
SHEAR WALL PER PLAN
ROOF TRUSSES PER PLAN
H1 CLIP EACH TRUSS
SHEAR WALL AT RAISED TRUSS HEEL 1 $
SOLE PLATE NAIL/
EDGE
EXTEND SHEAR WALL SHE,
CONT. OVER RIM JOIST. I
BREAK AT SOLE
SHEAR WALL EDGE NAIL
RIM JOIST AND SIL
FLOOR BOUNDARY NAILING
PER DIAPHRAGM SCHED
2x SILL PLATE
FLOOR JOIST
'E:
SIMILAR SECTION PER
i4 FOR INFORMATION
SHOWN
GIRDER TRUSS PER PLAN
VERIFY EXISTING 2x10 LEDGER
SECTION 12 ALTERNATE SHEAR FLOW AT LOWER FLOOR 13
171 118
SOX
SHEAR CLIPS PER SHEAR WALL
SCHEDULE WHERE APPLICABLE TYP.
SQUASH BLOCKS IN RIM JOISTS AT
ALL POSTS AND HOLD-DOWNS, ALL
LEVELS. SEE TYPICAL POST BLKG.
DETAIL TYP.
ANCHOR TYPE HOLD-DOWN W/
ANCHOR ROD PER HOLD-DOWN
SCHEDULE TYP.
8d AT 12" ox. NAILING AT ALL
INTERMEDIATE SUPPORTS
PANEL EDGE NAILING TYP.
SILL/SOLE PLATE W/
ANCHORS PER SCHED. TYP.
ANCHOR TYPE HOLD-DOWN
PER PLAN WHERE APPLICABLE.
SEE SCHEDULE FOR ANCHOR
ROD TYP.
ROOF BOUNDARY NAILING
CONT. 2x BLKG WITH VENTING PER
ARCHITECTURAL. SEE 8/S4 FOR
ALTERNATE AT RAISED TRUSS
HEELS.
EDGE NAILING
SHEAR WALL PER PLAN TYP
SOLE PLATE NA
EDG
FLOOR BOUNDAR
2x I
SHEAR WALL SHI
OR ALTERNATE
HEAR WALL ID
Op�
N
SW
HOLD-DOWN ID
SHEAR WALL KEY
0°
I J
III III III 11 III III III I:
LL
- - -I r - -
- - - 17 - -.Fr - -
I'I I I I
I I I I•I I:
BLKG PER SCHED AT HORIZ.
TYPICAL TOENAIL
I I_
a
I _ I I _ _II _
PANEL JOINTS w/ EDGE
_ _
NAILING BOTH SIDES OF
I I I I I'I
II II II II
I I j l I
II II•
JOINT TYP.
I I I I I
LOCATE VERTICAL PANEL
I I I I I I
JOINT ON STUD w/ EDGE
NAILING BOTH SIDES OF
JOINT
MIN (2) STUDS AT EACH
HOLD-DOWN UNLESS
NOTED OTHERWISE PER
PLAN OR POST
SCHEDULE TYP.
STRAP TYPE HOLD-DOWN
SEGMENTAL SHEAR WALL
PER PLAN TYP.
ROOF SHEATHING PER
STRUCTURAL NOTES
ROOF TRUSSES PER PLAN
H1 CLIP EACH TRUSS
2x6 STUDS AT 16" ox.
TYP
PRESSURE TREATED SILL
PLATE PER SHEARWALL
SCHEDULE.
BOLT EMBED = 7" MIN.
FLOOR JOISTS PER PLAN
FOUNDATION PER PLAN
FRAMING PERPENDICULAR TO WALL
ROOF BOUNDARY NAILING
SHEAR WALL SCHEDULE AND NAILING DETAIL 1 5
ROOFBOI'"'^"""
SF
c
SHI
SOLE PLATE NAIL/SCREW
EDGE NAILING
FLOOR BOUNDARY NAILING
2x RIM JOIST
SHEAR WALL SHEAR CLIPS,
OR ALTERNATE PER 13/S4
FRAMING PARALLEL TO WALL
(4) 10d TO BLKG
PRESSURE TREATED SILL
PLATE PER SHEARWALL
SCHEDULE.
BOLT EMBED = 7" MIN.
FLOOR JOISTS PER PLAN
2x BLKG AT 48"oc
FOUNDATION PER PLAN
WALL
SS
TYPICAL STRUCTURAL WOOD WALL/SHEAR WALL ASSEMBLIES 115
DRAG TRUSS PER PLAN
ALIGNED OVER SHEAR WALL
SHEAR WALL SHEAR CLIPS
2x BLOCKING AT 48"o.c.
EDGE NAILING
2x4 OR 2x6 STUDS AS
INDICATED PER PLAN AT
SHEAR WALL PER PLAN TYP 16" ox.
SECTION 119
20
Ross
Engineering
Design
Inc
ryan.ross@rossengineer.com
2.18.2021
► N.
P
21 02
46411
�FGISTVE
SS�ON AL ECG
ELECTRONIC COPY
ORIGINAL ON FILE AT
ROSS ENGINEERING DESIGN
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61111111111111
FILE/ NO.
21002
DESIGNED BY
RR
DRAWN BY
RR
CHECKED BY
RR
SHEET:
;i ECEI
Mar 08 2021
CITY OF EDMONDS
PFffif8'A FE 2 / 16 / 2021