BLD2022-1279+DECK PLANS +3.28.2024_11.48.44_AM+4162833GENERAL 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
FLASHING PER
ARCHITECTURAL
Contractor shall be responsible for all safety precautions and the methods, techniques, sequences or
POST PER PLAN
1/4x3.5" SDS AT 16" o.c. RIM
procedures required to perform the work. Contractor shall provide adequate shoring and bracing of all
JOIST TO SILL PLATE
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.
NOTE:
ALL DECKING MATERIAL SHALL CONFORM
POST BASE PER
Foundations walls greater than 4 feet shall not be backfilled until the floor framing and all connections to
w/ I.R.C. &LOCAL CODES. NAIL ALL DECKING — —
SCHEDULE
HANGERS PER PLAN
the floor framing per these details are complete.
w/ RING SHANKED HOT DIPPED GALV. NAILS I I
1ST FLOOR
12" SONO TUBE FORM
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 Engineers hourly rate.
a I
(3) #4 VERT.
3/4x6" TITEN HD
g I
DOWELS
AT 12" o.c.
SUBMITTALS: Shop drawings shall be submitted to the Architect prior to any fabrication or construction
for all the following:
- I
N GRADE
FINISHED
�/\
Structural steel steel canopies, glued -laminated members and re -manufactured wood
p g p
I I
/�/ FOOTING PER
\//� \//
DECK HANGERS
members.
4/D1
J
O PLOAN
PER PLAN
_ _ _ _
L_
Design drawings and calculations, for pre -manufactured wood trusses and joists shall bear the seal and
I I
I I
z ,�
2x10 PT LEDGER
signature of the Washington State Registered Professional Engineer who is responsible for the design,
o
and shall be submitted to the Architect and Building official for review prior to fabrication.
3/D1
— — — — — — —
DESIGN LOADS
LIVE LOADS: Live loads are determined in accordance with ASCE Ch. 4
L = 60 PSF (Balcony)
M U
U
FOUNDATIONS
The allowable soil bearing pressure used for design = 2000 psf based on assumed values typical of this
region.
DECK SECTION
2
TYPICAL EXTERIOR ISOLATED FOOTING
3
SECTION AT FOUNDATION WALL
4
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
POST SCHEDULE
provided by a Washington State licensed Geotechnical Engineer.
P-01 4x4 PT HF#2 WITH PC44 OR EPC44 AT TOP, ABU44z WITH 5/8x5" TITEN HD AT BASE
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.
BEAM SCHEDULE
FOOTING SCHEDULE
CONCRETE
B-01 4x10 PT HF#2
NOTES:
1. BOTTOM OF ALL EXTERIOR AND PERIMETER FOOTINGS SHALL BE 18" MIN. BELOW GRADE
Concrete work shall comply, in general, with ACI 301 (latest edition) "Specifications for Structural
Concrete for Buildings."
AND SHALL BEARING "BEARING GROUND" PER STRUCTURAL NOTES.
HANGER SCHEDULE
H-01 LUS28 OR LUC21OZ (CONCEALED
CONCRETE MIXES: Concrete mixes shall conform ACI 318 Ch. 5. Minimum concrete strength fc at 28
2. REINFORCING SHALL BE LOCATED 3" CLEAR FROM BOTTOM OF FOOTINGS UNLESS NOTED
days shall be as follows:
OTHERWISE
H-02 HU28 SKEWED
Slab -on -grade, Curbs and Pads - 200 psi
Footings - 2500 psi
F-01 24"x24" x8" THICK WITH (2) #4 EACH WAY
H-03 HUC46 WITH (8) 1/4x1.75" TITEN TURBO
Walls, Stems - 3000 psi (2500 psi used for structural design)
H-04 HWPH410 SKEWED, FLANGE OFFSET LEFT
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
/�
A C
/�
A B C
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
"Manual
I I I
I
Reinforcing steel shall be detailed in accordance with ACI 315 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
G
bars shall be lapped as follows:
#5 and smaller - 48 bar diameters
#6 and larger -60 bar diameters
I
I I
Minimum concrete cover over reinforcing shall be as follows:
I
Nonstructural Slab -on -grade - Mid -Depth
H-03
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"
oQ
r
I
Provide supports as required for proper alignment and concrete cover around the reinforcement. Consult
+.
34�
the CRSI Manual of Standard Practice MSP-1 for specific information.
II
L_ J
"
o�
WOOD
F-o1
I I
Q I to 0
SAWN LUMBER: Structural sawn lumber shall be kiln dried and be of the species and grade noted below
or better:
Use Grade Fb(psi)i
Plates & Planks Hem Fir #2 850
7
Joists &Rafters Hem Fir #2 850
4x Beams Hem Fir #2 850
+�
Posts Douglas Fir -Larch #2 750
All lumber and plywood exposed to weather or water or in contact with concrete, stucco, masonry or
F-01
�
I I
/
o �
I (D I
other cementitious materials shall be treated with an E.P.A. acceptable wood preservative, such as
Alkaline "ACQ" Copper Azole "CBA" type A B.
Y
-Copper -Quaternary or and
m w ,.
AL
All wood connectors shall be manufactured by Simpson Strong Tie Company (or approved equal), and of
iD
I I
2/D1 I i w U) 7.1 2/D1
the size and type shown on the drawings. All wood connectors in contact with preservative -treated wood
F-01
A
0, O
shall be Triple Zinc G-185 galvanized (1.85 oz/sq ft coating).
a
r ,
U)
NAIL SIZES: Unless noted otherwise, all nails shall be "Common" or "Galvanized Box" as shown below:
9
10
x
Common size Galvanized Box size
Label Length Diameter Length Diameter
w w
8d 2.5" 0.131" 2.5" 0.113"
10d 3" 0.148" 3" 0.128"
16d 3.5" 0.162" 3.5" 0.135"
io
(1 �D
:7
11'-1 1/4"
X
,� � 4/D1
n o I I
�7 m
MINIMUM WOOD NAILING REQUIREMENTS: Unless otherwise noted on the drawings, typical wood
E El :
framing shall be fastened as follows. See IBC Table 2304.10.2 for locations and alternatives not shown.
Location Min. Nail
7-I
I
p-01
Blocking - to joists, rafters, trusses, studs (2) 8d end nail or toenail each end
- to top plates (4) 8d toenail
J
F-01
I
o
Top plate - to top plate 16d at 16" o.c. or 10d box at 12" o.c.
face nail
- to top plate at laps, corners (2) 16d or (3) 10d box face nail
m
and intersections
Zo
E El
A
Rafter/Truss - to top plates or beam (2) 10d toenail one side + (1) other side
Joist -to sill, top plate or beam (3) 8d toenail
-to rim joist (3) 16d or 10d box face nail
6 I II
L_ J
6 — .77777
Stud - to stud at wall corners 16d face nail at 12" o.c.
- to top or bottom plate (4) 8d toenail or (2)16d end nail
4
Bottom plate - to joist, rim, band or blocking (2) 16d face nail
Rim joist - to framing below 8d at 6" o.c.
Bulit up 2x headers or beams 16d face nail top and bottom at 12" o.c.
RECOMMENDED INSPECTIONS
The following recommended minimum items shall be inspected by a qualified individual designated by
the Building Official:
-Footings bear on competent native soil per the "Foundations" section above
-Footing reinforcement
STRUCTURAL NOTES
13
14
DECK FOUNDATION PLAN
DECK FRAMING PLAN
Ross
Engineering
Design
Inc
ryan@rossengineeringdesign
.onmicrosift.com
ELECTRONIC COPY
ORIGINAL ON FILE AT
ROSS ENGINEERING DESIGN
W
U
Z
�Ie
uw
U
o
C4
Q
LU
o
00
0
0%
W
3
Z
LLJ
=O
O W
Z
A
ii
LU
� W
W
�
�V
a
z0Q
U =
v
O
�
� LJJ w �
oLU
0
V
3W o
O �/i Q Cr
(1)
R
0
c
0
Q.
m
0
0
z
FILE/ NO.
22002D
DESIGNED BY
RR
DRAWN BY
RR
CHECKED BY
RR
SHEET:
D1
PRINT DATE 3 / 27 / 2024