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ALL WORK SHALL COMPLY WITH THE 2018 EDITION OF THE INTERNATIONAL BUILDING CODE (STRUCTURAL DESIGN), W x E
INTERNATIONAL RESIDENTIAL CODE (ORDINANCE), MOST RECENT EDITION OF THE UNIFORM PLUMBING CODE, W °m
INTERNATIONAL MECHANICAL CODE, NATIONAL ELECTRIC CODE, WASHINGTON STATE ENERGY CODE, ANY STATE NON -HEATED AREAS SQUARE FOOTAGE J
AND LOCAL AMENDMENTS, AND ANY APPLICABLE LAND USE CODE. w
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THE OWNER/BUILDER SHALL BE RESPONSIBLE FOR DEVELOPING CONSTRUCTION DETAILS NECESSARY TO NEW UNCOVERED DECK 413.0
CONSTRUCT A WEATHER TIGHT, DURABLE BUILDING. ALL FLASHING, WEATHERPROOFING, ROOFING AND NEW COVERED DECK 253.0
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 O
REQUIREMENTS, BUILDING CODE REQUIREMENTS AND ACCEPTED INDUSTRY STANDARDS FOR PERFORMANCE. V
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.(D
ANY REDUNDANCY BETWEEN THESE NOTES AND S-SHEETS THE S-SHEETS SHALL SUPERSEDE. ?
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1. BACKFILL FOUNDATION DRAIN AT PERIMETER OF BUILDING WITH COURSE GRANULAR FILL. (1 1/2-3/8 CLEAN - Na ° o o° o a @ 0 E as
WASHED ROCK WITH MIN. 12" WIDE BLANKET EXTENDING TO FINISHED GRADE.) PROTECT DRAIN TILE AND tU-
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2. ROUGH GRADING SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. TRENCH TO ELEVATIONS ° w 2 uj o o o g o o m 3 N
BELOW FROST LINE FOR STORM DRAINS, WATER LINES, SEWERS, AND IRRIGATION SLEEVES. °JJ a.° 0 a@ ° N
3. PROVIDE PERFORATED PLASTIC PIPE FOUNDATION DRAINS WHERE SHOWN IN DRAWINGS. CONNECT TO aE °E ° ` o E
ROOF AND STORM WATER SYSTEM. IN JURISDICTIONS REQUIRING SEPARATE ROOF DRAIN LINES, PROVIDE f
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 DRAWING INDEX
APPLICABLE CODE.
MECHANICAL
1. PLUMBING SYSTEMS SHALL BE DESIGNED AND INSTALLED BY A COMPETENT, EXPERIENCED PLUMBER AND IN SHEET N0. DESCRIPTION
ACCORDANCE WITH THE UNIFORM PLUMBING CODE AND LOCAL CODES.
2. HVAC SYSTEMS SHALL BE DESIGNED AND INSTALLED BY A COMPETENT AND EXPERIENCED MECHANICAL
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 s
A4 BUILDING SECTIONS AND MISC. DETAILS
THERMAL AND MOISTURE S1 STRUCTURAL NOTES/SCHEDULES
S2 BASMENT/FOUNDATION PLAN, DECK FRAMING PLAN RESUB
1. INSULATION REQUIREMENTS SHALL MEET OR EXCEED THE LATEST EDITION OF THE WASHINGTON ENERGY CODE S3 ROOF FRAMING PLANDECK ADDITION
OR ENERGY CODE ADOPTED BY THE LOCAL JURISDICTION. INSULATION REQUIREMENTS SHALL BE SHOWN ON Sep 07 2021
PLANS OR ON A SEPARATE ENERGY CALCULATION SHEET. CITY OF EDMONDS
2. APPLY 1 COAT (MIN) HEAVY BODIED ASPHALT BITUMINOUS DAMPPROFING TO EXTERIOR OF FOUNDATION DEVELOPMENT SERVICES
WALLS, FROM FOOTING TO FINISHED GRADE AT FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE DEPARTMENT
INTERIOR SPACES AND FLOORS BELOW GRADE.. (R406.1)
3. APPLY APPROPRIATE WATER REPELLENTS TO ANY MASONRY, CEMENT, PLASTER, OR STUCCO PER SULLIVAN RESIDENCE
MANUFACTURER'S INSTRUCTIONS.
4. PROVIDE 6 MIL BLACK POLYETHYLENE VAPOR BARRIER IN ALL CRAWLSPACE AREAS, LAPPED AT ALL SPLICES
AND OVER FOOTINGS.
1128 SEA VISTA PLACEE DMO N DS WA 98020
FINISHES ' ' C4
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GARAGE CEILINGS BENEATH HABITABLE SPACES SHALL BE COVERED WITH 5/81, TYPE "X" GYPSUM WALL BOARD. W 0.
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GARAGE CEILINGS BENEATH ATTIC OR NON LIVING SPACE SHALL BE COVER WITH 5/81' GYPSUM WALL BOARD. U
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 W
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 112" GYPSUM CEILING BOARD. WALLS Z 0 0
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 0 vi W
INSTALLED IN ACCORDANCE WITH NORTHWEST WALL AND CEILING BUREAU RECOMMENDATIONS FOR MATERIALS, W
BACKING, LATH, APPLICATION TECHNIQUES, AND FINISHES. U
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ELECTRICAL a a
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SYSTEMS SHALL BE DESIGNED AND INSTALLED BY A COMPETENT AND EXPERIENCED ELECTRICAL CONTRACTOR IN Z � w
ACCORDANCE WITH MOST CURENT STATE AND LOCAL ELECTRICAL CODE. ELECTRICAL SCHEMATICS PROVIDED IN U U N h
THIS SET OF PLANS ARE FOR REFERENCE LAYOUT ONLY. LU W Z = CO
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CARBON MONOXIDE DETECTOR
FIRESTOPPING INTERCONNECTED 110v w/ BATTERY BACKUP
c.o. CAN BE COMBINED w/ S.D.
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FIRESTOPPING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND O SMOKE DETECTOR
HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND INTERCONNECTED 110v w/ BATTERY BACKUP
THE ROOF SPACE. FIRESTOPPING SHALL BE PROVIDED IN WOOD FRAME CONSTRUCTION IN THE FOLLOWING S.D.
LOCATIONS: O EXHAUST FAN (VENT TO OUTSIDE)
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 O KEYNOTE
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. 101 DOOR SCHEDULE SYMBOL o
4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS AND FIREPLACES AT CEILING AND FLOOR LEVEL, WITH D
NON-COMBUSTABLE MATERIALS. 11 WINDOW SCHEDULE SYMBOL
REVISION -SEE DESCRIPTION IN APPROVED ALL WORK SUBJECT
MISCELLANEOUS TITLE BLOCK TO FIELD
PLANS MUST BE
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. IN THE FIELD PRIOR TO PROCEEDING. 1 SIM DETAIL SYMBOL O N JOB SITE INSPECTION FOR
2. VERIFY SIZE AND LOCATION OF ALL OPENINGS IN THE FLOOR, ROOF, AND WALL WITH MECHANICAL AND 101 SIMILAR DETAIL
ELECTRICAL WORK. DETAIL NO. CODE COMPLIANCE
3. PROVIDE SMOKE DETECTORS IN ACCORDANCE WITH (R314) SMOKE DETECTORS TO BE HARD WIRED AND - SHEET NO. z
INTERCONNECTED. (R314.4, R314.5). A SMOKE DETECTOR SHALL BE INSTALLED IN EACH SLEEPING ROOM AND SIM
OUTSIDE EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. (R314) CARBON MONOXIDE 1 BUILDING CROSS SECTION
ALARMS SHALL BE INSTALLED OUTSIDE EACH SEPARATE SLEEPING AREA AND IN THE VICINITY OF THE APPROVED BY PLANNING
BEDROOMS. (R315) �A1 DETAIL NO.
4. KITCHEN RANGE, DRYER, BATH AND LAUNDRY ROOM VENTILATION DUCTS SHALL TERMINATE OUTSIDE THE SHEET NO. City Of Edmonds PROJECT NO. 210201
BUILDING AND BE EQUIPPED WITH BACK DRAFT DAMPERS. / QQ DESIGNED BY TL
5. EXTERIOR OPENINGS TO THE WEATHER SHALL BE FLASHED AND COUNTER -FLASHED IN SUCH A MANNER AS TO Room name- ROOM NAME </�W �,.,Building Department
MAKE THEM WATERPROOF. ROOF FLASHING PER R903. DRAWN BY TL & RM
6. GUARDRAILS TO BE A MIN. OF 36" ABOVE FINISH FLOOR. (R312) (EXCEPTIONS TO COMMERCIAL PER I.B.C.) CHECKED BY TL
7. OPEN GUARDRAILS TO HAVE INTERMEDIATE RAILS OR PICKETS PLACED SUCH THAT A SPHERE 4" IN DIAMETER Sep 14 2021 Work DECK
CANNOT PASS THROUGH.
HEIGHT VERIFICATION ON SHEET A2 1128 SEA VISTA PL SHEET No.
Address
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). -------------------------------------------------
Owner : SULLIVAN
---------------------------------------------
----------------------------------
Approved Date 9/13/2021
Know what's below. ------------------------------
STATE LAW REQUIRES THAT YOU CALL BEFORE YOU DIG TO '/
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Call before you dig. LOCATE ALL UNDERGROUND UTILITIES. Building Official W. /'�
----
Permit Number BLS2021-0986
PRINT DATE 6/25/2021 3:16:25 PM
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Max. Height Av'�
319' - 5 1 /4" 1
1x4 CEDAR WRAP
Y -- 7 1/21/2" OR PER OWNER SPECS.
0'-10" 0'-10"
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STRUCTRURALPLANS
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- CAP AND TRIM PER - - 1x6 T&G SOFFIT
OWNER SPECS. / Top of N312Ro�f
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36" HIGH MANUF. RAILING TO
MATCH EXISTING.
- STONE VENEER
PER OWNER SPECIFICATION
AND COLOR o/ SCRATCH COAT
AND MESH PER MFGR. SPECS, o/
BOX FRAME w/ MARINE GRADE
OR P.T. PLYWOOD SHEATHING.
- DECKING AND 2x10 TRIM
HANDRAIL
POST DETAIL
3/4" = 1'-0"
FINISHED FLOOR
WATER PROFFING
PER BUILDER SPECS. -
Typical Installation — Post load = 200# at 36" AFF
Tup = [200#*(36"+ 7")/5"]/2 bolts = 860# tension
Tbot = [200#(36"+3")/5"]/2 bolts = 780# tension
For protected installations the minimum embedment is:
le = 860#/323#/in = 2.66" : +7/32" for tip = 2.88"
For weather exposed installations the minimum embedment is:
le = 860#/243#/in = 3.54" : +7/32" for tip = 3.76"
4" lag screws are acceptable for installation with 36" guard
height on residential decks.
Backing may be either built-up 2x lumber or solid beams.
TOP MOUNT RAILING
3/4" = 1'-0"
DrainEdge
strip
MANUF. RAIL SYSTEM
TO MATCH EXISTING.
— MAX OPENING SUCH
THAT A 4" SPHERE CANNOT
PASS THROUGH
TRIM AND FASCIA
PER BUILDER SPECS
3/8"x4" SS LAG SCREWS
OR PER MFGR. INSTALLATION
INSTRUCTIONS.
DOUBLE 2x8 BLOCKING
-- DECK FRAMING PER
STRUCTURAL PLANS
WeatherSeal trowel -applied membrane
Step flashing taped and sealed
Kick -out flashing
Kick -out and fascia
taped and sealed
2 OU�l�11ASHING DE TAIL
ELEVATION NOTES
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.
NORTH ELEVATION
1/4" = 1'-0"
Max. Hei ht
319' - 5 1 /4"
Top of New RopfAL
312' - 4"
MAIN FLOOR PLATE
308' - 0"
MAIN FLOOR
300' - 3"
Average GradejIL
294' - 5 1 /4"
EMENT FLOOR
291' - 5" �1
Max. Height
319' - 5 1 /4"
Top of New Roof
312' - 4"
MAIN FLOOR PLAT
WJ 308' - 0„
�MAIN FLOOR
v 300' - 3"
rh Average
294'-5'
BASEMENT FLOOF
291' - 5"
SOUTH ELEVATION
1 /4" = 1'-0"
3� WEST ELEVATION
MAIN FLOOR PLATE
308' - 0"
MAIN FLOOR
300' - 33"
Average Grade
294' - 5 1 /4"
ASEMENT FLOOR
291' - 5"
PLATE
?99' - 55"
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(VERIFY - DIMENSIONS MAY VARY SLIGHTLY) NANA WALL
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SURFACE TO BE SPACE[
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36" HIGH GUARDRAIL w/ OPENINGS
SUCH THAT A 4" SPHERE CANNOT PASS
THROUGH. MANUF. RAILING BY OTHERS.
(TYPICAL AT ALL RAILS. NEW RAILS TO
MATCH EXISTING PER OWNER SPECS.)
SOFFITS ABOVE TO BE 1x6 T&G CEDAR
OR PINE PER OWNER SPECIFICATIONS.
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17'-6"
ROOFING PER ELEVATIONS
o/ 30# FELT OVER %6"APA
RATED 24/16 SHEATHING ON
1" MIN. GAP FOR CROSS RAFTERS PER PLAN
VENTILATION BLOCKING
BEAM PER SCHEDULE
POST CAP SCHEDULE
1x6 PINE OR CEDAR T&G
SOFFITS PER OWNER
VENT BLOCKS w/ (3) 2" dia. WIRE
SCREENED VENTHOLES @ EA.
BLOCK
SOFFIT PER ELEVATIONS
POST PER SCHEDULE
CONT. ALUM. GUTTER ON FASCIA
BOARD PER ELEVATIONS
BEAM PER SCHEDULE
MAIN FLOOR PLATE
— — — — — — —
— — — — —
FRAMING MEMBER ATTACHED TO
BEAM PER STRUCTURAL
BEAM PER SCHEDULE
POST CAP SCHEDULE
NOTE -
ALL DECKING MATERIAL SHALL CONFORM
POST PER SCHEDULE w/ I.R.C. & LOCAL CODES. NAIL ALL DECKING
OR SHEATHING TO JOISTS w/ RING
SHANKED HOT DIPPED GALV. NAILS. ALL
RAILING AND PANEL
SYSTEMS INSTALLED PER IRC AND MFG.
SPECS. TO MEET MIN. 200#
POINT LOAD. ALL OPENINGS SHALL BE NO
GREATER THAN TO ALLOW A 4" SPHERE TO
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PROJECT NO.
210201
DESIGNED BY
TL
DRAWN BY
TL & RM
CHECKED BY
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SHEET:
PRINT DATE 6/25/2021 3:10 PM
GENERAL NOTES
All design and construction shall conform to the requirements of the 2018 International Building
Code.
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.
DESIGN LOADS
LIVE LOADS: Live loads are determined in accordance with ASCE Ch. 7
L = 40 PSF (Residential)
= 60 PSF (Balcony)
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
FOUNDATIONS
Allowable soil bearing pressure used for design = 2000 psf based on the Geologic Hazards and Soil
Design Recommendations by South Fork Geosciences PLLC project #21021
Concrete foundations shall be placed on Bearing Ground defined as follows. Bearing Ground shall be
stiff, competent, non -expansive, undisturbed native soil. Where native soil is inadequate for bearing,
foundations shall be placed on structural fill mixed and compacted in accordance with specifications
provided by a Washington State licensed Geotechnical Engineer.
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 fc 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.
VERIFY BEAM ELEVA
BLOCK AS NEEDED 4
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:
Roof Shtg 15/32" 32/16 C-D INT APA with Exterior Glue (CDX)
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
GLB 24F-V4 DF/DF 2400/1850 psi 1,800,000 psi
GLB 24F-V8 DF/DF 2400/2400 psi 1,800,000 ps
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
STRUCTURAL NOTES
PLAN TYP
'ER PLAN
'LAN
SECTION 10
TOP PLATES
SHIM EACH FACE
AS NEEDED
POST PER PLAN
BEAM PER PLAN
(2) ROWS 16d @ 3" o.c.
TYP
FULL HEIGHT STUD
EACH SIDE OF POST.
ATTACH WITH 16d
AT 12" o.c.
RIDGE BEAM TO POST 1 1
(3) #4 VERT.
DOWELS
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
NO
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 r PANELJOINT
FOOTING PER IT— r 7I; �! — Tr —!r -�l:
PLAN tl li 11 dl. U rl IJ
BOUNDARY I 11 11 11 11: rl II it Q
NAILING :t 11 n
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INTERMEDIATE
NAILING
DIAPHRAGM DETAIL
TYPICAL EXTERIOR ISOLATED FOOTING � 1
PT 2x8 LEDGER WITH 5
12" o.c. TOP AI
DECK JOISTS PER
WITH EXISTING FL
(2) DTT2Z PER PL
BOLT OR THREAD
STITCH
WITH 2;
ATTACf
(12) 10
r-vliv VILVV
ROOF BOUNDARY NAILING
ROOF RAFTERS PER
PLAN
EDGE NAILING
%" CDX OR OSB NAILED WITH
8d AT 6" o.c. PANEL EDGES
AND AND 12" o.c. FIELD
ROOF BOUNDARY NAILING
EDGE NAILING
2x CONT. BLOCKING NAILED
TO TOP PLATE WITH 16d
TOENAIL AT 6" o.c.
POST PER PLAN
VERIFY EXISTING
2x RIM JOIST
EXISTING FLOOR
JOISTS
DBL TOP PLATE
SECTION 1 4
)ECK JOISTS
'ER PLAN
2x4 CO N'T.
DIAG.
BRACING
\IAIL BRACING
TO UNDERSIDE
9F EACH JOIST
AIITH (2) #9x3"
SALV. WOOD
SCREWS
2x4 STITCH
WHERE BRACES "X"
PONY WALL 2x STUDS
AT 16" o.c.
I X I
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h PER PLAN
I
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SOLID BLOCK AT EACH
POST MATCH POST SIZE
SECTION 112
HANDRAIL BY OTHERS
GUARDRAIL ATTACHMENT
AND RIM BRACING PER
MANUFACTURER
RIM BEAM/JOIST PER PLAN
MINIMUM WIDTH
LX UUIN 1
A34 WITH SD#9 x1.5"
SCREWS EACH r
ROOF RAFTER PEA.
TOP PLATE
"OTHER" PANEL
EDGE NAILING
JOIST/TRUSS
TYPICAL DIAPHRAGM NAILING 12
DECK JOISTS PER PLAN
(WHERE JOISTS ARE PARALLEL TO
RIM PROVIDE 2x BLOCK AT EACH
RAIL POST OR ALTERNATE PER
MANUFACTURER)
PRE -MANUFACTURED
i�icTc nrJ11innlf,
SECTION VIEW X-X
HORIZONTAL DECK BRACING 1 $
BEAM PER LAN
RAFTERS TO RIDGE BEAM 113
II II
I I ROOF TRUSSES/ -- I
I I RAFTERS BELOW I L
I IV,
!I—
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2x6 BLOCK BETWEEN
ROOF TRUSSES BELOW W/ I I
(2) 16d EA END I I
I I I I
2x6 PLATE W/ (2) 16d I I /
INTO EA ROOF TRUSS
BELOW I/I/
I I
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2x4 RAFTERS @ 24"o.c.
POST DOWN TO ROOF
TRUSS BELOW AT 24" D.C. /
/ I I
TYPICAL ROOF OVERFRAMING I $
6x6 HANDRAIL POST AT 48" o.c.
2 3/4" MAX NOTCH 2x BLOCK WITH (4) 16d
IN POST ENDNAIL EACH END AND (2)
SDS25600EACH POST
a
RIM BEAM/JOIST
PER PLAN
3" MIN
14
SITE -BUILT
JOISTS PERP. TO RIM
2 3/4" MAX NOTCH
IN POST
6x6 HANDRAIL
POST AT 48" o.c.
(2) SDS25500
-- — — — ——
a
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PER PLAN
SITE -BUILT 3" MIN
2x BLOCK AT EACH
JOISTS PARALLEL. TO RIM POST WITH (4) 16d
EACH END
SECTION AT HANDRAIL 1 6
STUD PER POST
PLAN SECTION SCHEDULE
DBL TRIMMER
PER POST
SCHEDULE
ROOF RAFTERS PER PLAN
ROOF BOUNDARY NAILING
CONT.2x SHAPED BLKG
(3) 1bd IOENAIL
EACH BLOCK
BEAM PER PLAN
NAIL STUD TO
BEAM PER POST
SCHEDULE
SECTION 1 9
A34 WITH SD#9 x1.5" WOOD
SCREWS EACH RAFTER
RAFTER TO BEAM 114
Ross
Engineering
Design
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ryan.ross@rossengineer.com
6/22 2021
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21 35
46411
'QFGISTER��
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ROSS ENGINEERING DESIGN
RESUB
Sep 07 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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PRINT DATE 6 / 21 / 2021
I I
CONCRETE LANDING
& STEPS TO GRADE
PER I.R.C.
1'-01,
10'-5"
----------------
2 4„
CONCRETE LANDING & STEPS
TO GRADE PER I.R.C.
-1 --- -----------
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...........................................
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10'-6%"
8WY8"
END
NDER
3 & BEAMS
ERIMETER
DISTS
RINGERS
2ND FLOOR FRAMING
SCALE: 1/4" = V-0"
CONCRETE FOOTING SCHEDULE
SYM.
FOOTING SIZE
RE -BAR
PLACEMENT
F-01
*24"x24'W"
(2) #4 EA. WY.
F-02
*30"xW'W"
(3) #4 EA. WY.
NOTE:
*EXTERIOR FOOTINGS SHALL BE MIN.
18" BELOW GRADE AND REST ON
BEARING SOIL.
i
I::: 1
FOUNDATION PLAN.
SCALE: 1 /4" = V-0"
POST, CAP & BASE SCHEDULE
SYM.
POST
CAP
BASE
NOTES:
P-01
PT 44 HF#2
CC44
ABU44Z w/ V x5" TITEN HD
P-02
PT 6x6 HF#2
CC66
ABU66Z w/ %" x5" TITEN HD
P-03
(2) 2x6 TRIMMERS + 2x4 STUD
SEE 9/S1
(4) 16d NAIL (DBL. TOP PLATE)
(4) 16d NAIL (TOE PLATE)
16d NAILS STAGGERED @ 12" O.C. (8) 16d NAILS STUD TO HEADER
P-04
(3) 2x- STUDS 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-05
(4) 2x- STUDS 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-06
(4) 2x- TRIMMERS
(4) 16d NAIL (BEAM)
(4) 16d NAIL (TOE PLATE)
16d NAILS STAGGERED @ 12" O.C.
P-07
4x4 DF#2
(4) 16d NAIL, SEE 11/S1
(4) 16d NAIL (TOE PLATE)
P-08
46 DF#2
CC46
(2) HL53*
* 2' THRU BOLTS TO COLUM, 2"x4" LAG SCREWS TO BEAM
NOTE:
SOLID BLOCKING BETWEEN FLOOR @ POINT LOAD BLOCKING TO BE EQUAL TO OR GREATER THEN THE POST ABOVE
BEAM SCHEDULE
SYM.
BEAM
BM-01
PT 48 HF#2
BM-02
PT 412 HF#2
BM-031
PT 6x12 HF#2
BM-04
5.125"x12" GLULAM WOLMANIZED
BM-05
DBL PT 2x8 HF#2
BM-06
3.5"x10.5" GLULAM
BM-07
3.5N12" GLULAM
BM-08
5.5"x10.5" GLULAM
HANGER SCHEDULE
SYM.
HANGER
H-01
LU28 / LUC28 AT SINGLE
LUS28-2 AT DOUBLE
H-02
HU48
H-03
HUCQ5.25/9-SDS
H-04
HUCQ610-SDS
H-05
HUC412 SKEWED RIGHT 28 DEG.
H-06
HWPH5.62, H=10.5"
NOTE:
HANGERS NOT CALLED OUT IN ROOF
PLAN SHALL BE PROVIDED BY TRUSS
ENGINEER
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.
• 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.
• SEE SIMPSON RECOMMENDATIONS FOR HOLD DOWN PLACEMENT.
COORDINATE LOCATIONS WITH DOOR & WINDOW ROUGH FRAMING TO
PROVIDE ACCURATE DIMENSION FOR OPENINGS.
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DEVELOPMENT
CITY OF EDMONDS
SERVICES
DEPARTMENT
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210201
DESIGNED BY
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DRAWN BY
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CHECKED BY
RR
SHEET:
S2
PRINT DATE 6/21/2021 4:10 PM
POST, CAP & BASE SCHEDULE
SYM.
POST
CAP
BASE
NOTES:
P-01
PT 44 HF#2
CC44
ABU44Z w/ 5/" x5" TITEN HD
P-02
PT 6x6 HF#2
CC66
ABU66Z w/ 5/" x5" TITEN HD
P-03
(2) 2x6 TRIMMERS + 2x4 STUD
SEE 9/S1
(4) 16d NAIL (DBL. TOP PLATE)
(4) 16d NAIL (TOE PLATE)
16d NAILS STAGGERED @ 12" O.C. (8) 16d NAILS STUD TO HEADER
P-04
(3) 2x_ STUDS 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-05
(4) 2x_ STUDS 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-06
(4) 2x_ TRIMMERS
(4) 16d NAIL (BEAM)
(4) 16d NAIL (TOE PLATE)
16d NAILS STAGGERED @ 12" O.C.
P-07
44 DF#2
(4) 16d NAIL, SEE 11/S1
(4) 16d NAIL (TOE PLATE)
P-08
46 DF#2
CC46
(2) 1-11-53*
2" THRU BOLTS TO COLUM, Z'x4" LAG SCREWS TO BEAM
NOTE:
SOLID BLOCKING BETWEEN FLOOR @ POINT LOAD BLOCKING TO BE EQUAL TO OR GREATER THEN THE POST ABOVE
BEAM SCHEDULE
SYM.
BEAM
BM-01
PT4x8 HF#2
BM-02
PT 4x12 HF#2
BM-03
PT 6x12 HF#2
BM-04
5.125"x12" GLULAM WOLMANIZED
BM-05
DBL PT 2x8 HF#2
BM-06
3.5"x10.5" GLULAM
BM-07
3.5"x12" GLULAM
BM-08
5.5"x10.5" GLULAM
HANGER SCHEDULE
SYM.
HANGER
H-01
LU28 / LUC28 AT SINGLE
LUS28-2 AT DOUBLE
H-02
HU48
H-03
HUCQ5.25/9-SDS
H-04
HUCQ610-SDS
H-05
HUC412 SKEWED RIGHT 28 DEG.
H-06
HWPH5.62, H=10.5"
NOTE:
HANGERS NOT CALLED OUT IN ROOF
PLAN SHALL BE PROVIDED BY TRUSS
ENGINEER
• rRUVILJF- I,VIV I IIVUUUO MLUIVIIIVUIVI UU I I CfRO VIV FMOUIM MO
SPECIFIED IN DETAILS.
• PROVIDE SOLID BLOCKING OVER ALL SUPPORTS.
ROOF PLAN
SCALE: 1 /4" = 1 I-0°
FOR SCHEMATIC PURPOSES ONLY.
REFER TO TRUSS FRAMING PLANS PER MANUFACTURER
AND PREPARED BY A LICENSED TRUSS ENGINEER.
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— ROOF LINES
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Sep 07 2021
DEVELOPMENT
CITY OF EDMONDS
SERVICES
DEPARTMENT
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210201
DESIGNED BY
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CHECKED BY
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SHEET:
S3
PRINT DATE 6/18/2021 9:51 AM