18-012 APPROVED Revised Structural Drawings REV 1[976]CLIENT
DESIGNER
DRAWING INDEX
LAMBRO CONSTRUCTION PLC
LAMBRO CONSTRUCTION PLC
S1 STRUCTURAL NOTES & PROJECT INFORMATION
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MIKE LAMBRO
MIKE LAMBRO
S2 STRUCTURAL SCHEDULES
24310 MADURA DR NE
24310 MADURA DR NE
S3 DECK FOUNDATION PLANFi•.
KINGSTON, WA 98346
KINGSTON, WA 98346
S4 DECK FRAMING PLAN
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S5 SECTIONS & DETAILS
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STRUCTURAL NOTES
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GOVERNING DESIGN CODE
FRAMING LUMBER
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1. 2015 INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE AMENDMENTS.
1. LUMBER SPECIES: HEM FIR GRADE LUMBER ACCORDING TO RULES OF WEST COAST LUMBER INSPECTION BUREAU (WCLIB).
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DESIGN CRITERIA
R GRADES:
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1. DESIGN LIVE AND SNOW LOADS FOR NEW CONSTRUCTION, UNLESS NOTED OTHERWISE:
ISTS...................................................NO. 2
EAMS...................................................NO. 2
2. LIVE LOADS:
OSTS....................................................NO. 2
• DECKS 100 PSF
3. SNOW LOADS:
LOCKING, PLATES, BRIDGING .................STANDARD OR BETTER OR STUD GRADE
• ROOF 25 PSF MINIMUM ROOF SNOW LOAD
UM MOISTURE CONTENT: 19% AT 3x OR LESS (LEAST DIMENSIONS) MEMBERS.
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• GROUND SNOW LOAD, PG ............................30 PSF
DE SOLID BLOCKING (SAME DEPTH OF MEMBER) AT ALL POINTS OF BEARING (MAXIMUM SPACING OF 8'-0" ON -CENTER.), AT JOISTS
• FLAT ROOF SNOW LOAD, PFPSF
5:1 OR GREATER DEPTH -TO -THICKNESS RATIO OR WHERE 1 EDGE OF JOIST IS NOT ATTACHED TO SHEATHING, WALLBOARD,
.........................18
NG, ETC.•
SNOW EXPOSURE "B"
IN CONTACT WITH CONCRETE OR MASONRY ACCORDING TO AWPA STANDARD C-2. LABEL PRESERVATIVE -TREATED LUMBER WITH•
EXPOSURE FACTOR, CE..............................1.0
WPB (AMERICAN WOOD PRESERVERS BUREAU) QUALITY MARK.
• IMPORTANCE FACTOR, I..............................1.0
CHEDULE AND DRAWINGS FOR FASTENING.
• THERMAL FACTOR, CT.................................1.0
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5. SUPERIMPOSED DEAD LOADS
1 FASTENING AND CONNECTIONS
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DECK: ................................................................. 12 PSF
6. WIND DESIGN DATA:
1. PROVIDE THE MINIMUM NUMBER OF FASTENERS PER THE FASTENER SCHEDULE FOR WOOD MEMBERS, UNLESS NOTED OTHERWISE ON
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DRAWINGS.
• ULTIMATE WIND SPEED 110 MPH
2. SIMPSON STRONG -TIE CONNECTORS IN CONTACT WITH PRESERVATIVE -TREATED WOOD, FIRE -RETARDANT -TREATED WOOD OR EXPOSED
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• EXPOSURE "D"
TO EXTERIOR SHALL BE ZMAX, HDG OR SST300. FOLLOW SIMPSON STRONG -TIE RECOMMENDATIONS FOR SELECTING CORROSION
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• EXPOSURE FACTOR, CE ...........................1.0
RESISTANT CONNECTORS.
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GENERAL NOTES
3. FASTENERS IN PRESERVATIVE -TREATED OR FIRE -RETARDANT -TREATED WOOD SHALL COMPLY WITH ASTM A153 AND SHALL BE
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1. THESE STRUCTURAL NOTES ARE A SUPPLEMENT TO THE SPECIFICATIONS.
HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER.
4. NAIL TYPE: COMMON OR SINKER, UNLESS NOTED OTHERWISE ON DRAWINGS.
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2. SPECIFICATIONS AND CODES REFERENCED IN THESE NOTES ARE THE VERSIONS MOST RECENTLY ADOPTED BY THE PERMITTING
AUTHORITY.
5. SEE FASTENER SCHEDULE FOR FASTENER SIZE AND LOCATION.
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3. VERIFY DIMENSIONS AND CONDITIONS WITH THE ARCHITECTURAL DRAWINGS. 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,
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SUBJECT TO REVIEW BY THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD.
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5. APPLY, PLACE, ERECT OR INSTALL ALL PRODUCTS AND MATERIALS IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.
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6. ADEQUATELY BRACE STRUCTURE AND ALL STRUCTURAL COMPONENTS AGAINST WIND, LATERAL EARTH AND SEISMIC FORCES UNTIL THE
PERMANENT LATERAL -FORCE RESISTING SYSTEMS HAVE BEEN INSTALLED.
7. PERMANENTLY ATTACH FIRST FLOOR TO WALLS OR SHORE WALLS PRIOR TO BACK -FILLING AGAINST STRUCTURE.
8. PROVIDE BLOCKING BETWEEN STUDS (OR OTHER MEANS OF BRACING) AT WOOD BEARING WALLS TO PREVENT STUD BUCKLING PRIOR TO
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INSTALLATION OF GYPSUM WALLBOARD.
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SITE PREPARATION
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1. REMOVE VEGETATION, RUBBISH AND EXISTING FILL WITHIN BUILDING FOOTPRINT AND 5-0" (MINIMUM) BEYOND THE FOOTPRINT. STRIP TOP
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SOIL 6", MINIMUM.
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FOUNDATIONS
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1. FOUNDATION SIZES BASED ON AN ALLOWABLE SOIL BEARING PRESSURE OF 1500 PSF DEAD AND LIVE LOADS.
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2. FOUNDATION ELEVATIONS WHERE SHOWN ARE TO TOP OF FOOTINGS.
"STRUCTURAL
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3. PLACE FOOTINGS ON FIRM, UNDISTURBED ORIGINAL SOIL, OR ON STRUCTURAL FILL. SEE FILL OR BACK -FILL" NOTES FOR
STRUCTURAL FILL INFORMATION.
4. LOCATE BOTTOM OF FOOTINGS AT A MINIMUM OF 1'-6" BELOW FINAL GRADE OR 1'-6" BELOW EXISTING GRADE, WHICHEVER IS LOWER.
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5. PRIOR TO PLACEMENT OF CONCRETE, REMOVE ALL DISTURBED SOIL FROM FOOTING EXCAVATION TO NEAT LINES.
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CAST -IN -PLACE CONCRETE
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1. PROVIDE CONCRETE MATERIALS, FORM WORK, MIXING, PLACING AND CURING ACCORDING TO ACI 301, "STANDARD SPECIFICATION FOR
STRUCTURAL CONCRETE".
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2. CONCRETE MIX DESIGNS: F'c - 3000 PSI
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ANCHORS IN CONCRETE
1. INSTALL ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. CAST -IN -PLACE ANCHORS SHALL BE ACCURATELY AND SECURELY
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PLACED.
2. INSTALL WITH IBC SPECIAL INSPECTION ACCORDING TO SPECIAL INSPECTION PROGRAM.
• ANCHOR BOLTS; BOLTS WITH ROLLED THREADS, ANCHOR BOLT NUTS: CONFORM WITH ASTM A194, ASTM A307 MATERIAL HOT
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-DIPPED
GALVANIZED ACCORDING TO ASTM Al53.
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• UNLESS NOTED OTHERWISE ON PLANS PROVIDE %" 0 x 7" EMBEDMENT WITH 1/4" x3" SQ PL WASHERS AT MAXIMUM 72" ON -CENTER
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SPACING AT FOUNDATION SILL PLATES. SIMPSON STRONG -TIE MASA OR MASAP MUDSILL ANCHORS MY BE USED IN -LIEU -OF ANCHOR
BOLTS AND PLATE WASHERS. SEE SHEARWALL SCHEDULE FOR SPACING.
• MECHANICAL ANCHORS: ICC-APPROVED; CONFORM WITH FF-S-325, GROUP II, TYPE 4, CLASS 1. MATERIAL: (ZINC PLATED ACCORDING
TO ASTM B 633, HOT -DIPPED GALVANIZED ACCORDING TO ASTM A 153, OR AISI 304 STAINLESS STEEL). UNLESS NOTED OTHERWISE
ON PLANS EMBED MECHANICAL ANCHORS 4" MINIMUM INTO CONCRETE.
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• ACCEPTABLE ANCHORS: ""KWIK-BOLT TZ", BY HILTI FASTENING SYSTEMS, INC, "STRONG BOLT" BY SIMPSON STRONG -TIE COMPANY,
INC.,
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• ADHESIVE ANCHORS (CONCRETE): ICC APPROVED. ANCHOR COMPONENTS: ALL -THREAD ROD, NUT, WASHER AND ADHESIVE
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INJECTION GEL SYSTEM. ANCHOR RODS: RODS WITH ROLLED THREADS. ANCHOR ROD NUTS: CONFORM WITH ASTM A 194. ASTM A
36 MATERIAL HOT -DIPPED GALVANIZED ACCORDING TO ASTM A 153.
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ACCEPTABLESET",
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•• BY SIMPSON STRONG -TIE COMPANY, INC..0303
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•• "POWER -FAST", BY POWERS FASTENERS, INC.
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•• "HIT HY 150 MAX", BY HILTI FASTENING SYSTEMS, INC.
REVISIONS
1
09-J U N-20
DIGITAL SIGNATURE
Digitally signed by
David L. Starkel
Date: 2020.06.09
DATE: 30-MAR-18
PROJECT NO:
18-012
10:01:28-07'00'
S1
1
OF 5 SHEETS
FASTENER
SCHEDULE
CONNECTION
FASTENING
LOCATION
JOIST TO SILL OR GIRDER
(3)
8D
TOE NAIL
BRIDGING TO JOIST
(2)
8D
TOE NAIL EACH END
SOLE PLATE TO JOIST OR BLKG
16D
AT
16" OC
TYPICAL FACE NAIL
SOLE PLATE TO JOIST OR BLKG
(3)
16D
AT 16"
OC
SHEARWALL - FACE NAIL
TOP PLATE TO STUD
(2)
16D
END NAIL
STUD TO SOLE PLATE
(2)
16D
END NAIL
STUD TO 3x SOLE PLATE
(2)
20D
END NAIL
BUILT-UP CORNER STUDS
16D
AT
12" OC
MULTIPLE STUDS
16D
AT
12" OC
FACE NAIL
DBL TOP PLATE
16D
AT
16" OC
FACE NAIL
DBL TOP PLATE - LAP SPLICE
(8)
16D
FACE NAIL (EACH SIDE)
BLKG JOISTS OR RAFTERS TO
TOP PLATE
(3)
8D
RIM JOIST TO TOP PLATE
8D
AT 6" OC
TOE NAIL
CONTINUOUS HEADER, TWO
PIECES
16D
AT
16" OC
ALONG EDGE
CEILING JOISTS TO PLATE
(3)
8D
TOE NAIL
CONTINUOUS HEADER TO STUD
(4)
8D
TOE NAIL
CEILING JOISTS, LAPS OVER
PARTITIONS
(3)
16D
FACE NAIL
CEILING JOISTS .TO PARA
RAFTERS
(3)
16D
FACE NAIL
RAFTER TO PLATE
(3)
8D
COMMON
TOE NAIL
BUILT-UP GIRDER, FLR JOISTS,
AND BEAMS
(2)
16D
AT 12"
OC CLINCHED
FACE NAIL AT TOP & BOT
STAGGERED ON OPPOSITE SIDES
EQUAL 6" OC
COLLAR TIE TO RAFTER
(3)
10D
FACE NAIL
JACK RAFTER TO HIP
(3)
10D
TOE NAIL
JACK RAFTER TO HIP
(2)
16D
FACE NAIL
ROOF RAFTER TO 2x RIDGE BM
(2)
16D
TOE NAIL
JOIST TO RIM JOIST
(3)
16D
FACE NAIL
LEDGER STRIP
(3)
16D
FACE NAIL
ABBREVIATIONS
AB
ANCHOR BOLT
FLR
FLOOR
OPP
OPPOSITE
ACI
AMERICAN CONCRETE INST.
FLG
FLANGE
PARA
PARALLEL
ADD'L
ADDITIONAL
FOC
FACE OF CONCRETE
PCF
POUNDS PER CUBIC FOOT
ALT
ALTERNATE
FOM
FACE OF MASONRY
PEN
PANEL EDGE NAILING
APPROX
APPROXIMATE
FOS
FACE OF STEEL, STUD
PERP
PERPENDICULAR
ARCH
ARCHITECTURAL
FS
FAR SIDE
PL
PLATE
AT
ATTIC TRUSS
FTG
FOOTING
PROJ
PROJECTION
BLDG
BUILDING
GA
GAUGE
PSF
POUNDS PER SQUARE FOOT
BLKG
BLOCKING
GALV
GALVANIZED
PSI
POUNDS PER SQUARE INCH
BM
BEAM
GAT
GIRDER ATTIC TRUSS
PT
PRESERVATIVE TREATED
BRG
BEARING
GRID
GRADE
P.T.
POST TENSION(ING)
BOT
BOTTOM
GT
GIRDER TRUSS
R
RADIUS
C
CHANNEL SECTION
HD
HOLDOWN
REF
REFERENCE
CGS
CENTROID OF TENDON
HDG
HOT DIPPED GALVANIZED
REINF
REINFORCING
CJ
CONTROL JOINT
HDR
HEADER
REQ'D
REQUIRED
q
CENTERLINE
HGR
HANGER
RW
RETAINING WALL
CLR
CLEAR
HORIZ
HORIZONTAL
REV
REVISION
CMU
CONCRETE MASONRY UNIT
HS
HIGH STRENGTH
SC
SLIP CRITICAL
COL
COLUMN
HSS
HOLLOW STRUCTURE STEEL
SCHED
SCHEDULE
CONC
CONCRETE
HT
HEIGHT OR HIP TRUSS
SHTG
SHEETING, SHEATHING
CONN
CONNECTION
IBC
INTERNATIONAL BUILDING CODE
SIM
SIMILAR
CONST
CONSTRUCTION
INFO
INFORMATION
SECT
SECTION
CONT
CONTINUOUS, CONTINUITY
INT
INTERIOR
SOG
SLAB ON GRADE
CONT'D
CONTINUED
JT
JOINT
SPECS
SPECIFICATIONS
CSK
COUNTERSINK
L
ANGLE SECTION
SQ
SQUARE
DBL
DOUBLE
LG
LONG
SS
STAINLESS STEEL
DET
DETAIL
LONGIT
LONGITUDINAL
STAG
STAGGER(ED)
0
DIAMETER
ILL
LIVE LOAD
STD
STANDARD
DIM
DIMENSION
LLH
LONG LEG HORIZONTAL
STIFF
STIFFENER
DL
DEAD LOAD
LLV
LONG LEG VERTICAL
STL
STEEL
DO
DITTO
LT
LIGHT
STRUCT
STRUCTURAL
DT
DRAG TRUSS
MAX
MAXIMUM
SW
SHEARWALL
DWL
DOWEL
MB
MACHINE BOLT
SYMM
SYMMETRICAL
EA
EACH
MC
MISC CHANNEL SECTION
T
MANUFACTURED WOOD TRUSS
EF
EACH FACE
MANE
MANUFACTURED
(T)
TOP
ELEV
ELEVATION
MECH
MECHANICAL
T & B
TOP & BOTTOM
EQ
EQUAL, EQUIVALENT
MEZZ
MEZZANINE
THIRD
THREAD
EQUIP
EQUIPMENT
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
EXP
EXPANSION
NO or #
NUMBER
VERT
VERTICAL
EXT
EXTERIOR
NS
NEAR SIDE
W
WIDE FLANGE SECTION
COMPRESSIVE STRENGTH OF
NOM
NOMINAL
W/
WITH
f'c
CONCRETE, PSI
NTS
NOT TO SCALE
W/0
WITHOUT
FDN
FOUNDATION
OC
ON CENTER
WS
WATERSTOP
FIN
FINISH
OD
OUTSIDE DIAMETER
WT
W TEE SECTION
FF
FAR FACE, FINISH FLOOR
OPNG
OPENING
WWF
WELDED WIRE FABRIC
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REVISIONS
A, 09-JUN-20
DATE: 30-MAR-18
PROJECT NO: 1 8-01 2
S2
2 OF 5 SHEETS
4'-8%" ± FIELD VERIFY
FOUNDATION NOTES: � Q
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18'-55/8" ± FIELD VERIFY
REVISIONS
1 09-J U N-20
DATE: 30-MAR-18
DECK FOUNDATION PLAN ZL
PROJECT NO: 18-012
S�3 SCALE: 9/4 "=1 '— 0" S3
3 OF 5 SHEETS
PLAN NOTES:
GUARDRAIL &
HANDRAIL SYSTEM 6'-57/8"± 1. SEE SHEET S1 FOR STRUCTURAL NOTES.
DESIGN BY OTHERS FIELD VERIFY 2. SEE SHEET S2 FOR STRUCTURAL SCHEDULES.
3. COORDINATE ALL DIMENSIONS AND FEATURES NOT SHOWN WITH DESIGNER. z
ALL DIMENSIONS SHOWN ARE DERIVED FROM DESIGNER. IT REMAINS THE I a
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL DIMENSIONS. �--�
4. PROVIDE CORROSION RESISTANT HARDWARE CONNECTIONS @ EXTERIOR E-I •• O
DECKS.
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REVISIONS
1 09-J U N-20
DATE: 30-MAR-18
DECK FRAMING PLAN
PROJECT NO: 18-012
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S4 SCALE: 9/4 "=1 '- 0" S4
4 OF 5 SHEETS
PT BLKG
ECKING Q
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PLAN
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SIMP HGR PEF
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ADD'L INFOR NOT SHOW FOR CLARITY.
SCALE. 9" = 9'-0"
PT 2x12 LEDGER W/ (2)
5/8"Ox4Y2" EMBED MECH
ANCHOR @ 12" OC
(E) CONC WALL
SCALE. I" = 9'-O"
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1 09-J U N-20
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SEC ri ON 0
PT DECK BM PER PLAN
SCALE. I" = 9'-0"
DATE: 30-MAR-18
PROJECT NO: 1 8-01 2
S5
5 OF 5 SHEETS