BLD2020-0601+Architectural_Plan+6.10.2020_2.51.56_PM (2)GENERAL NOTES
AREA CALCULATIONS
GENERAL REQUIREMENTS
ALL WORK SHALL COMPLY WITH THE 2015 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
NON -HEATED AREAS SQUARE FOOTAGE
AND LOCAL AMENDMENTS, AND ANY APPLICABLE LAND USE CODE.
REPLACEMENT DECK 706
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
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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.
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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
DRAWING INDEX
APPLICABLE CODE.
MECHANICAL
1. PLUMBING SYSTEMS SHALL BE DESIGNED AND INSTALLED BY A COMPETENT, EXPERIENCED PLUMBER AND IN
SHEET NO. 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, 2015 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 FLOOR PLAN AND ELEVATIONS
THAT ALL PILOT LIGHTS, BURNERS, HEATING ELEMENTS, OR SWITCHES ARE LOCATED A MIN. OF 18" ABOVE THE
GARAGE FLOOR.
S1 STRUCTURAL NOTES/SCHEDULES
S2 FOUNDATION PLAN/ FRAMING PLAN
THERMAL AND MOISTURE
1. APPLY APPROPRIATE WATER REPELLENTS TO ANY MASONRY, CEMENT, PLASTER, OR STUCCO PER
MANUFACTURER'S INSTRUCTIONS.
FINISHES
ALL DECK STRUCTRUAL MEMEBERS TO BE PRESSURE TREATED PER STRUCTRUAL PLANS.
DECK SURFACE PER BUILDER SPECIFICATIONS.
ELECTRICAL
831 SOMERSET LANE., EDMONDS., WA 98020
IF ELECTRICAL WORK IS DONE, SYSTEMS SHALL BE 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.
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. EXTERIOR OPENINGS TO THE WEATHER SHALL BE FLASHED AND COUNTER -FLASHED IN SUCH A MANNER AS TO
MAKE THEM WATERPROOF. ROOF FLASHING PER R903.
4. GUARDRAILS TO BE A MIN. OF 36" ABOVE FINISH FLOOR. (R312)
5. OPEN GUARDRAILS TO HAVE INTERMEDIATE RAILS OR PICKETS PLACED SUCH THAT A SPHERE 4" IN DIAMETER
CANNOT PASS THROUGH.
SYMBOL LEGEND
CARBON MONOXIDE DETECTOR
OO INTERCONNECTED 110v BATTERY BACKUP
w/
C.O. CAN BE COMBINED w/ S.D.
O SMOKE DETECTOR
S.D. INTERCONNECTED 110v w/ BATTERY BACKUP
O EXHAUST FAN (VENT TO OUTSIDE)
OKEYNOTE
101 DOOR SCHEDULE SYMBOL
1i WINDOW SCHEDULE SYMBOL
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TITLE BLOCK
SIM DETAIL SYMBOL
l SIMILAR DETAIL
DETAIL NO.
SHEET NO.
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BUILDING CROSS SECTION
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DETAIL NO.
SHEET NO.
Room name — ROOM NAME
Know what's b@IOW. STATE LAW REQUIRES THAT YOU CALL BEFORE YOU DIG TO
can before you dig. LOCATE ALL UNDERGROUND UTILITIES.
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PROJECT NO.
200508
DESIGNED BY
TL
DRAWN BY
TL & RIM
CHECKED BY
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SHEET NO.
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PRINT DATE 5/31/2020 9:16:52 PM
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.
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)
jk MAIN FL(
of -oil
TEMP. GLASS PANELS
AT SECTIONS INDICATED OR
PER OWNER SPECIFCATIONS.
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EAST ELEVATION
1/4" = 1'-011
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MAIN FLOOR
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HANDRAIL, GUARD AND
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CANNOT PASS THROUGH.
TREX OR
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MAIN FLOOR
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RESIDENTIAL STAIRS TO BE
MIN. 36" (CLR) WIDE.
1 1/4" DIA. MIN; 2" DIA. MAX.
HANDRAIL w/ RETURNS TO
WALL.
--- P.T. DBL. JOIST
OR BEAM PER PLAN.
TREX OR EQUIV.
SPACED DECKING PER
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II II
- PRESSURE TREATED
STRINGERS
PER PLAN
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TREX OR EQUIV. RISER
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1 1/4" MAX. SPECS.
NOSING
TYP, STAIR DETAIL
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44 POST @ 4' O.C.
ATTACHED TO RIM AND
BLOCKING SO
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INSTALL A35Z
EACH SIDE OF
CLIP AT EACH
STRINGERS
1
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P.T. JOISTS
PER PLAN
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P.T. BLOCK AT
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THRU-DECK POST DETAIL
3/4" = 1'-011
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PROJECT NO.
200508
DESIGNED BY
TL
DRAWN BY
TL & RM
CHECKED BY
TL
SHEET NO.
A2
PRINT DATE 5/31/2020 9:17:14 PM
GENERAL NOTES WOOD
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
DECK BEAM PER PLAN
2015 Edition. below or better:
Use Grade Fb(psi)
Contractor shall verify all levels, dimensions and existing conditions in field before proceeding with Wall Studs 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
HANGERS PER PLAN TYP
4x Beams Douglas Fir -Larch #2 900
VERIFY
Contractor shall be responsible for all safety precautions and the methods, techniques, sequences or 6x Beams Douglas Fir -Larch #2 875
EXISTING 2x
.
'
procedures required to perform the work. Contractor shall provide adequate shoring and bracing of Posts Douglas Fir -Larch #2 750
RIM JOIST
45°
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
connections have been completed in accordance with the drawings and materials have achieved All lumber and plywood in contact with concrete, stucco, masonry or other cementitious materials
design strength. Foundations walls greater than 4 feet shall not be backfilled until the floor framing shall be treated with an E.P.A. acceptable wood preservative, such as Alkaline -Copper -Quaternary
and all connections to the floor framing per these details are complete. "ACQ" or Copper Azole "CBA" type A and B.
VERIFY
EXISTING SILL
CHANGES: No changes to these structural drawings are permitted without written consent of the All wood connectors shall be manufactured by Simpson Strong Tie Company (or approved equal),
PLATE
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
preservative -treated wood shall be Triple Zinc G-185 galvanized (1.85 oz/sq ft coating).
DTT1Z WITH SDS25312 EACH
DESIGN LOADS
END OF DECK AND AT 64" o.c. EXISTING FLOOR
PT 2x4 BRACE WITH (3)
MINIMUM WOOD NAILING REQUIREMENTS: Unless otherwise noted on the drawings, typical wood
LIVE LOADS: Live loads are determined in accordance with ASCE Ch. 7
LAP JOIST OVER BEARING MIN. 6"
TO SILL PLATE FRAMING
SDS25312 TOP AND
framing shall be fastened as follows. See IBC Table 2304.10.1 for fastener alternatives not shown.
L = 60 PSF (Balcony)
AND NAIL WITH (3) 10d
BOTTOM (1 FACE AT END
Location Min. Nail Quantity/Spacing Type*
SNOW LOADS: Snow loads are determined in accordance with ASCE Ch. 7 with the following
EXISTING
DECK POST PER PLAN
POSTS)
Beams (built up 2x's) 3" x 0.131" 24" o.c. T&B* FN
Factors:
FOUNDATION
Ground Snow Load Pg = 20 psf Ct = 1.0 Ce = 1.0 EF* staggered
Roof Snow Load Ps = 25 psf Is = 1.0 Blocking -to joists, rafters, trusses 3" x 0.131" 2 each end TN
or studs
FOUNDATIONS -to top plates 3" x 0.131" 3 TN
Bottom plate -to joist, rim joist 3" x 0.131" 12" o.c. FN
Concrete foundations shall bear on stiff, competent, undisturbed native soil. Prior to construction, or blocking
the contractor shall obtain confirmation from the Building Official that the native soil at this project -to studs 3" x 0.131" 3 EN
is to the following bearing
DECK TO HOUSE
2
BRACE DETAIL
3
adequate support pressure: Header (built up 2x's) 16d box 12" o.c. T&B FN
FLOOR JOISTS PER PLAN—///
Allowable bearing pressure used for structural design = 2000 psf (assumed) Header -to studs 3" x 0.131" 4 TN
Joist -to Supports 3" x 0.131" 3 TN
2x CONT. BLOCKING BEAM PER PLAN
Where footings must bear on structural fill due to inadequate soil conditions, the fill shall be mixed -to rim joist 3" x 0.131" 4 EN
II
OVER BEAM
and compacted in accordance with specifications provided by a Geotechnical Engineer licensed in Rafter -to supports 3" x 0.131" 4 TN, EN
NOTE:
the State of Washington. Rim Joist -to sill or blocking 3" x 0.131" 6" o.c. TN
POST PER PLAN WITH CAP71-
ROSS ENGINEERING HAS PROVIDED
Stud -to Stud 3" x 0.131" 12" o.c. FN
(OR GUSSET PLATE) AND
CALCULATIONS FOR THE EDGE
Bottom of footing elevation shall be located at minimum frost depth 18" below top of finished grade -to top/bottom plate 3" x 0.131" 4 TN
BASE PER POST SCHEDULE
MEMBER TO SUPPORT GUARDRAIL 6x6 OR 4x4 GUARDRAIL POST
unless required otherwise by the Building Official. The contractor shall confirm the minimum frost Top plate -to top plate 3" x 0.131" 12" o.c. FN
LOADS. THE GUARDRAIL
depth with the Building Official prior to excavation. -to studs 3" x 0.131" 3 EN
MANUFACTURER SHALL SUBMIT
-laps at corners and 3" x 0.131" 3 FN
POST BASE PER SCHEDULE
CALCULATIONS FOR THE
CONCRETE intersections
ATTACHMENT INTO THE EDGE
Concrete work shall comply, in general, with ACI 301 latest edition "Specifications for Structural Truss to top plate 3" x 0.131" 4 TN
( ) p
12" SONO TUBE FORM o o
TO GRADE OR ABOVE
MEMBER INCLUDING THE FASTENERS.
GUARDRAIL BY OTHERS
Concrete for Buildings."
*EN = end nail, FN = face nail, TN = toe nail, EF = "each face", T&B = "top and bottom"
3 #4 VERT.
DOWELS
GUARDRAIL ATTACHMENT 2 3/4" MAX NOTCH AT 6x6
fat CONCRETE MIXES: Concrete mixes shall conform ACI 318 Ch. 5. Minimum concrete strength'c
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DESIGNED BY MANUFACTURER NO NOTCH ALLOWED AT 4x4
28 days shall be as follows:
Slab -on -grade, Curbs Pads 2000
io DTT2Z WITH Y8" DIA. BOLT 1 DTT2Z WITH %" DIA. BOLT
and psi
FOOTING PER
TO JOIST/BLKG. TO JOIST/BLKG.
Footings - 2500 psi
0 PLAN
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Walls, Stems - 3000 psi (2500 psi used for structural design)
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Water/cement ratio shall be measured by weight and shall be based on the total cementitious
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material. Water/cement ratio shall be determined by the supplier based on strength requirements TYPICAL DETAILS
00
and shall not exceed 0.55. Water -reducing admixtures may be incorporated in concrete mix designs In addition to the details and schedules on the framing plans, those noted as "Typical" shall be
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but shall conform to ASTM C 464, and be used in accordance with the manufacturer's used throughout the structure as applicable.
recommendations. CaCI and other water-soluable chloride admixtures shall not be used.
DIA. BOLT
REINFORCING STEEL: All reinforcing shall be deformed bar (rebar) with bar diameters specified in
BEAM OR RIM JOIST PER PLAN BEAM OR RIM JOIST PER PLAN
JOISTS PER PLAN JOISTS PER PLAN
these drawings and properties below:
ENSURE 3" MIN. SOLID WOOD MEMBER (BLKG AT 24" o.c. WHERE ENSURE 3" MIN. SOLID WOOD MEMBER (BLKG AT 24" o.c. WHERE
All reinforcing unless noted otherwise - ASTM A615, Grade 60
ADD SOLID BLKG. OR DBL. JOIST IF REQ'D JOISTS ARE PARALLEL TO ADD SOLID BLKG. OR DBL. JOIST IF REQ'D JOISTS ARE PARALLEL TO
#3 stirrups and ties - ASTM A615, Grade 40
(I -JOISTS ARE NOT ACCEPTABLE) GUARDRAIL) (I -JOISTS ARE NOT ACCEPTABLE) GUARDRAIL)
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."
TYPICAL DECK SECTION
4
SECTION AT GUARDRAIL
6
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.
7
8
9
STRUCTURAL NOTES
101
ill
12
Ross
Engineering
Design
Inc JOB # 20039
ryan. ross@rossengineer.com
5/28/2020
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Q1_ OF WASHiti S
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46411
RFGISTER��
SS�ONAL
ELECTRONIC COPY
ORIGINAL ON FILE AT
ROSS ENGINEERING DESIGN
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FILE/ NO.
DESIGNED BY
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DRAWN BY
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SHEET:
S1
PRINT DATE 5 / 27 / 2020
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POST, CAP & BASE SCHEDULE
SYM.
POST
CAP
BASE
I NOTES:
P—Ol
P.T. 44
* SIMPSON PC44
PBS44
* OPTION: 2x4 x12" CLEAT EA. SIDE NAILED w/ (2) ROWS OF 10d @3"O.C.
NOTE:
SOLID BLOCKING BETWEEN FLOOR @ POINT LOAD BLOCKING TO BE EQUAL TO OR GREATER THEN THE POST ABOVE
NOTE !
ALL DECK FRAMING MEMBERS TO BE
P.T. 2x8 JOISTS
@ 16" O.C.(U.N.O.)
LEGEND
FLOOR PERIMETER
LANDING JOISTS
HEADERS & BEAMS
STAIR STRINGERS
CONCRETE UNDER
EXISTING
DECK FRAMING
SCALE: 1 /4" = 1'-0"
BEAM SCHEDULE
SYM.
I BEAM
BM-01
P.T.410 HF#2
HANGER SCHEDULE
SYM.
HANGER
H-01
LU28 / LUC28
H-02
LS70
H-03
LUS28-2
NOTE:
HANGERS NOT CALLED OUT IN ROOF
PLAN SHALL BE PROVIDED BY TRUSS
ENGINEER
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LEGEND
CONCRETE
FOOTING
EXISTING
EXISTING FOOTING
CONCRETE FOOTING SCHEDULE
SYM.
FOOTING SIZE
RE -BAR
PLACEMENT
F-01
*18"x18"x8"
(2) #4 EA. WY.
*EXTERIOR FOOTINGS SHALL BE MIN.
NOTE:
18" BELOW GRADE AND REST ON
BEARING SOIL.
FOUNDATION PLAN
SCALE: 1 /4" = V-0"
F— 01
L
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1 .
—-------------—-----—-----—-
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EXISTING FOUNDATION
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5/28/2020
ELECTRONIC COPY
ORIGINAL ON FILE AT
ROSS ENGINEERING DESIGN
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200508
TL
DESIGNED BY
DRAWN BY
TL & RM
CHECKED BY
TL
SHEET:
S2
PRINT DATE 5/28/2020 10:09 AM