APPROVED BLD2020-1171+Structural plans+1.12.2021_10.32.55_AM+1985258ARCHITECT
RADER ARCHITECTURE STUDIO
JONATHAN RADER AIA NCARB
18020 57TH AVE NE, KENMORE, WA 98028
KENMORE, WA 98028
CLIENT
SOFEEA HUFFMAN KAFE NEO-ALDERWOOD LLC
PEDRO GERMANO
101 MAIN STREET
EDMONDS, WA 98020
DRAWING INDEX
S1.0 STRUCTURAL NOTES & PROJECT INFORMATION
S1.1 STRUCTURAL ABBREVIATIONS
S2.1 EXISTING DECK FOUNDATION PLAN
S2.2 DECK FRAMING PLAN
S3.0 DETAIL
STRUCTURAL NOTES
GOVERNING DESIGN CODE
1. 2015 INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE AMENDMENTS.
DESIGN CRITERIA
1. DESIGN LIVE AND SNOW LOADS FOR NEW CONSTRUCTION, UNLESS NOTED OTHERWISE:
3. SNOW LOADS:
• ROOF SNOW LOAD, PS: 25 PSF
• GROUND SNOW LOAD, PG: 30 PSF
• FLAT ROOF SNOW LOAD, PF: 21 PSF
• SNOW EXPOSURE "C"
• EXPOSURE FACTOR, CE: 1.0
• IMPORTANCE FACTOR, I: 1.0
• THERMAL FACTOR, CT: 1.2
5. SUPERIMPOSED DEAD LOADS
• ROOF: 3 PSF
6. WIND DESIGN DATA:
• ALTERNATE ALL -HEIGHTS METHOD - 2015 IBC 1609.6
• ULTIMATE WIND SPEED 110 MPH
• EXPOSURE "D"
• WIND DIRECTIONALITY FACTOR, Kd: 0.85
• TOPOGRAPHIC FACTOR, KZt: 1.0
• VELOCITY PRESSURE FACTOR, KZ: 0.65
7. EARTHQUAKE DESIGN DATA:
• SEISMIC DESIGN CATEGORY (SDC): D
• SEISMIC RISK CATEGORY II
• IMPORTANCE FACTOR, I: 1.0
• SOIL SITE CLASS D
• MAPPED RESPONSE ACCELERATIONS; SS: 1.27, Sj: 0.50. SPECTRAL RESPONSE COEFFICIENTS; SDS: 0.85, SDI: 0.50
• RESPONSE MODIFICATION FACTOR(S), R: 1.25
GENERAL NOTES
1. THESE STRUCTURAL NOTES ARE A SUPPLEMENT TO THE SPECIFICATIONS.
2. SPECIFICATIONS AND CODES REFERENCED IN THESE NOTES ARE THE VERSIONS MOST RECENTLY ADOPTED BY THE PERMITTING
AUTHORITY.
3. USE THESE STRUCTURAL DRAWINGS IN CONJUNCTION WITH THE ARCHITECTURAL DRAWINGS FOR BIDDING & CONSTRUCTION. VERIFY
DIMENSIONS & CONDITIONS FOR COMPATIBILITY. NOTIFY THE ARCHITECT AND ENGINEER OF RECORD OF ANY DISCREPANCIES PRIOR TO
CONSTRUCTION OR FABRICATION OF MATERIALS. FIELD VERIFY DIMENSIONS AND ELEVATIONS RELATIVE TO THE EXISTING STRUCTURE
PRIOR TO FABRICATION OF MATERIALS.
4. FOR FEATURES OF CONSTRUCTION NOT FULLY SHOWN, PROVIDE THE SAME TYPE AND CHARACTER AS SHOWN FOR SIMILAR CONDITIONS,
SUBJECT TO REVIEW BY THE ARCHITECT & ENGINEER OF RECORD.
5. SUBMIT IN WRITING TOT HE ARCHITECT & ENGINEER OF RECORD CONTRACTOR OR OWNER INITIATED CHANGES PRIOR TO
CONSTRUCTION OR FABRICATION. CHANGES SHOWN ON SHOP DRAWINGS WILL NOT SATISFY THIS REQUIREMENT.
6. APPLY, PLACE, ERECT OR INSTALL ALL PRODUCTS AND MATERIALS IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.
7. ADEQUATELY BRACE STRUCTURE AND ALL STRUCTURAL COMPONENTS AGAINST WIND, LATERAL EARTH AND SEISMIC FORCES UNTIL THE
PERMANENT LATERAL -FORCE RESISTING SYSTEMS HAVE BEEN INSTALLED.
8. SITE PREPARATION
1. REMOVE VEGETATION, RUBBISH AND EXISTING FILL WITHIN BUILDING FOOTPRINT AND 5-0" (MINIMUM) BEYOND THE FOOTPRINT. STRIP TOP
SOIL 6", MINIMUM.
2. PRE -ROLL AREA WITHIN BUILDING FOOTPRINT AND 5'-0" (MINIMUM) BEYOND THE FOOTPRINT WITH A HEAVY VIBRATORY ROLLER OR
LOADED DUMP TRUCK. MAKE THREE PASSES (MINIMUM) OVER THE ENTIRE AREA.
3. REMOVE AREAS OF SOIL, AS REQUIRED, THAT EXHIBIT EXCESSIVE WEAVING OR DEFLECTION UNDER THE WEIGHT OF THE ROLLER OR
DUMP TRUCK.
4. BACK -FILL EXCAVATED AREAS WITH STRUCTURAL FILL AS DESCRIBED BELOW.
5. CONSULT THE FOUNDATION INVESTIGATION REPORT, AVAILABLE AT ARCHITECT'S OFFICE, FOR ADDITIONAL INFORMATION.
ANCHORS IN CONCRETE
2. INSTALL POST -INSTALLED ANCHORS WITH ACCORDING TO MANUFACTURER'S RECOMMENDATIONS.
• ACCEPTABLE ANCHORS: ""TITEN HD" BY SIMPSON STRONG -TIE COMPANY, INC.,
ENGINEERED WOOD PRODUCTS
1. CONFORM WITH ALL APPLICABLE PROVISIONS OF THE IBC.
2. WOOD PRODUCT MANUFACTURER: TRUS JOIST, A WEYERHAEUSER BUSINESS, OR APPROVED.
5. LAMINATED VENEER LUMBER "LVL".
• LEDGER: 2.0E GRADE.
• PROVIDE GRACE VYCOR® DECK PROTECTOR IN -LIEU -OF CORROSION RESISTANT TREATMENTS FOR WOOD IN CONTACT WITH
CONCRETE.
DIGITAL SIGNATURE
Digitally signed
by David L. Starkel
Vo,.,j, Date: 2021.01.10
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NORTHWEST STRUCTURAL GROUP, INC & APPROVED
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ABBREVIATIONS
AB
ANCHOR BOLT
FOM
FACE OF MASONRY
OPNG
OPENING
ACI
AMERICAN CONCRETE INST.
FOS
FACE OF STEEL, STUD
OPP
OPPOSITE
ADD'L
ADDITIONAL
FS
FAR SIDE
PARA
PARALLEL
APPROX
APPROXIMATE
FTG
FOOTING
PCF
POUNDS PER CUBIC FOOT
ARCH
ARCHITECTURAL
GA
GAUGE
PEN
PANEL EDGE NAILING
AT
ATTIC TRUSS
GAT
GIRDER ATTIC TRUSS
PERP
PERPENDICULAR
BLDG
BUILDING
GT
GIRDER TRUSS
PL
PLATE
BLKG
BLOCKING
HD
HOEDOWN
PSF
POUNDS PER SQUARE FOOT
BM
BEAM
HDG
HOT DIPPED GALVANIZED
PSI
POUNDS PER SQUARE INCH
BRG
BEARING
HDR
HEADER
PT
PRESERVATIVE TREATED
BOT
BOTTOM
HGR
HANGER
REINF
REINFORCING
C
CHANNEL SECTION
HORIZ
HORIZONTAL
REQ'D
REQUIRED
C
CHANNEL SECTION
HSS
HOLLOW STRUCTURE STEEL
RW
RETAINING WALL
CJ
CONTROL JOINT
HT
HEIGHT OR HIP TRUSS
REV
REVISION
�
CENTERLINE
IBC
INTERNATIONAL BUILDING CODE
SCHED
SCHEDULE
CLR
CLEAR
INFO
INFORMATION
SHTG
SHEETING, SHEATHING
CMU
CONCRETE MASONRY UNIT
INT
INTERIOR
SIM
SIMILAR
COL
COLUMN
JT
JOINT
SOG
SLAB -ON -GRADE
CONC
CONCRETE
L
ANGLE SECTION
SQ
SQUARE
CONST
CONSTRUCTION
LONGIT
LONGITUDINAL
SS
STAINLESS STEEL
CONT
CONTINUOUS, CONTINUITY
ILL
LIVE LOAD
STAG
STAGGERED)
CONST
CONSTRUCTION
LLH
LONG LEG HORIZONTAL
STD
STANDARD
CONT
CONTINUOUS, CONTINUITY
LLV
LONG LEG VERTICAL
STIFF
STIFFENER
�
DIAMETER
LT
LIGHT
STL
STEEL
DIM
DIMENSION
MAX
MAXIMUM
STRUCT
STRUCTURAL
DL
DEAD LOAD
MB
MACHINE BOLT
SW
SHEARWALL
DT
DRAG TRUSS
MC
MISC CHANNEL SECTION
SYMM
SYMMETRICAL
EA
EACH
MANF
MANUFACTURED
T
MANUFACTURED WOOD TRUSS
EF
EACH FACE
MECH
MECHANICAL
T&B
TOP &BOTTOM
ELEV
ELEVATION
MEZZ
MEZZANINE
THIRD
THREAD
EQ
EQUAL, EQUIVALENT
MIN
MINIMUM
TOC
TOP OF CONCRETE
ES
EACH SIDE
MISC
MISCELLANEOUS
TOS
TOP OF STEEL
EW
EACH WAY
NF
NEAR FACE
TYP
TYPICAL
(E)
EXISTING
NIC
NOT IN CONTRACT
UNO
UNLESS NOTED OTHERWISE
f'c
COMPRESSIVE STRENGTH OF
CONCRETE, PSI
NO or #
NUMBER
VERT
VERTICAL
INS
NEAR SIDE
W
WIDE FLANGE SECTION
FDN
FOUNDATION
NOM
NOMINAL
W/
WITH
FF
FAR FACE, FINISH FLOOR
NTS
NOT TO SCALE
W/0
WITHOUT
FLR
FLOOR
OC
ON -CENTER
WWF
WELDED WIRE FABRIC
FOC
FACE OF CONCRETE
OD
OUTSIDE DIAMETER
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2. SEE SHEET S1.1 FOR STRUCTURAL SCHEDULES.
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"••••. PERGOLA LEDGER BY OTHERS
DISCLAIMER:
THE SIGNATURE & SEAL FOR THESE STRUCTURAL
3Y2x9Y2 LVL LEDGER W/ TWO COMMUNITY & LOTDRAWINGS ARE LID ONLY WHEN SPECIFC SIGNED &0 SEALED
BY
ROWS OF SIMP THD62612H STRUCTURAL CALCULATIONS PREPARED BY PACIFIC
NORTHWEST STRUCTURAL GROUP, INC & APPROVED
TITEN HD SCREWS @ 48" OC, BY THE AUTHORITY HAVING JURISDICTION.
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