APPROVED BLD BLD2024-0022+Architectural_Plan+1.4.2024_7.10.51_PM+3984094STRUCTURAL NOTES
GENERAL REQUIREMENTS
BUILDING CODE & REFERENCE STANDARDS: THE "INTERNATIONAL BUILDING CODE" (IBC), 2018 EDITION, AS ADOPTED AND MODIFIED BY THE CITY OF NEWCASTLE,
GOVERNS THE DESIGN AND CONSTRUCTION OF THIS PROJECT. REFERENCE TO A SPECIFIC SECTION IN THE CODE DOES NOT RELIEVE THE CONTRACTOR FROM
COMPLIANCE WITH THE ENTIRE MATERIALS REFERENCE STANDARDS NOTED BELOW. THE LATEST EDITION OF THE MATERIALS REFERENCE STANDARDS SHALL BE USED.
SCOPE OF STRUCTURAL WORK: LIKE FOR LIKE REPLACEMENT OF EXISTING DECAY DAMAGED STRUCTURAL ELEMENTS FOR AN EXTERIOR STAIR AND LANDING. EXTEND
SMALL PORTION OF ROOF FRAMING TO PROVIDE MOISTURE PROTECTION TO NEW AND EXISTING STRUCTURAL ELEMENTS AT SAME LOCATION.
DEFINITIONS: THE FOLLOWING DEFINITIONS APPLY TO THESE GENERAL NOTES:
• "STRUCTURAL ENGINEER OF RECORD" (EOR) - THE STRUCTURAL ENGINEER WHO IS LEGALLY RESPONSIBLE FOR STAMPING & SIGNING THE STRUCTURAL
DOCUMENTS FOR THE PROJECT. THE FOR IS RESPONSIBLE FOR THE DESIGN OF THE PRIMARY STRUCTURAL SYSTEM.
• "SPECIALTY STRUCTURAL ENGINEER" (SSE) - A LICENSED PROFESSIONAL ENGINEER, NOT THE EOR, WHO PERFORMS SPECIALTY STRUCTURAL ENGINEERING
SERVICES NECESSARY TO COMPLETE THE STRUCTURE, WHO HAS EXPERIENCE AND TRAINING IN THE SPECIFIC SPECIALTY. THE GENERAL CONTRACTOR,
SUBCONTRACTOR, OR SUPPLIER WHO IS RESPONSIBLE FOR THE DESIGN, FABRICATION AND INSTALLATION OF SPECIALTY -ENGINEERED ELEMENTS SHALL
RETAIN THE SSE. SUBMITTALS SHALL BE STAMPED AND SIGNED BY THE SSE. DOCUMENTS STAMPED AND SIGNED BY THE SSE SHALL BE COMPLETED BY OR
UNDER THE DIRECT SUPERVISION OF THE SSE WITH A PE OR SE LICENSE ISSUED BY THE STATE OF WASHINGTON.
• "DEFERRED SUBMITTALS - DEFERRED SUBMITTAL IS ENGINEERING WORK TO BE DESIGNED -BY -OTHERS OR BIDDER -DESIGNED.
NOTE PRIORITIES: NOTES ON THE INDIVIDUAL DRAWINGS SHALL GOVERN OVER THESE GENERAL NOTES.
STRUCTURAL DETAILS: THE STRUCTURAL DRAWINGS ARE INTENDED TO SHOW THE GENERAL CHARACTER AND EXTENT OF THE PROJECT AND ARE NOT INTENDED TO
SHOW ALL DETAILS OF THE WORK.
ARCHITECTURAL DRAWINGS: REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION INCLUDING, BUT NOT LIMITED TO: DIMENSIONS, ELEVATIONS, SLOPES, DOOR
AND WINDOW OPENINGS, NON -BEARING WALLS, CURTAIN WALLS, STAIRS, ELEVATORS, CURBS, DRAINS, DEPRESSIONS, RAILINGS, WATERPROOFING, FINISHES AND OTHER
NONSTRUCTURAL ITEMS.
STRUCTURAL RESPONSIBILITIES: THE FOR IS RESPONSIBLE FOR THE STRENGTH AND STABILITY OF THE PRIMARY STRUCTURE IN ITS COMPLETED STATE.
CONTRACTOR RESPONSIBILITIES: THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND ALL JOB RELATED SAFETY STANDARDS
SUCH AS OSHA AND WSHA. THE CONTRACTOR IS RESPONSIBLE FOR THE STRENGTH AND STABILITY OF THE STRUCTURE DURING CONSTRUCTION AND SHALL PROVIDE
TEMPORARY SHORING, BRACING AND OTHER ELEMENTS REQUIRED TO MAINTAIN STABILITY UNTIL THE STRUCTURE IS COMPLETED. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO BE FAMILIAR WITH THE WORK REQUIRED IN THE CONSTRUCTION DOCUMENTS AND THE REQUIREMENTS FOR EXECUTING IT PROPERLY.
DISCREPANCIES: IN CASE OF DISCREPANCIES BETWEEN THESE GENERAL NOTES, THE CONTRACT DRAWINGS AND SPECIFICATIONS, AND/OR REFERENCE STANDARDS,
THE FOR SHALL DETERMINE WHICH SHALL GOVERN. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE FOR BEFORE PROCEEDING WITH THE WORK.
ACCORDINGLY, ANY CONFLICT IN OR BETWEEN THE CONTRACT DOCUMENTS SHALL NOT BE A BASIS FOR ADJUSTMENT IN THE CONTRACT PRICE.
SITE VERIFICATION: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO FABRICATION AND/OR CONSTRUCTION. CONFLICTS
BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE FOR BEFORE PROCEEDING WITH THE WORK. ALL
UNDERGROUND UTILITIES SHALL BE DETERMINED BY THE CONTRACTOR PRIOR TO EXCAVATION OR DRILLING.
ADJACENT UTILITIES: THE CONTRACTOR SHALL DETERMINE THE LOCATIONS OF ALL ADJACENT UNDERGROUND UTILITIES PRIOR TO EXCAVATION. ANY UTILITY
INFORMATION SHOWN ON THE DRAWINGS AND DETAILS IS APPROXIMATE AND NOT NECESSARILY COMPLETE.
TESTS & INSPECTIONS
INSPECTIONS: ALL CONSTRUCTION IS SUBJECT TO INSPECTION BY THE BUILDING OFFICIAL IN ACCORDANCE WITH IBC SEC 110. THE CONTRACTOR SHALL COORDINATE
ALL REQUIRED INSPECTIONS WITH THE BUILDING OFFICIAL. SUBMIT COPIES OF ALL INSPECTION REPORTS TO THE ARCHITECT/EOR FOR REVIEW. THE BUILDING
OFFICIAL MAY ACCEPT INSPECTION OF AND REPORTS BY APPROVED INSPECTION AGENCIES IN LIEU OF BUILDING OFFICIAL'S INSPECTIONS. THE CONTRACTOR SHALL
OBTAIN APPROVAL OF BUILDING OFFICIAL TO USE THE THIRD -PARTY INSPECTION AGENCY AND CONTRACTOR SHALL ALERT THE ARCHITECT/EOR AS SUCH.
SPECIAL INSPECTIONS: IN ADDITION TO THE INSPECTIONS REQUIRED BY IBC SEC 110, A SPECIAL INSPECTOR SHALL BE HIRED BY THE OWNER AS AN INDEPENDENT
THIRD -PARTY INSPECTOR TO PERFORM THE SPECIAL INSPECTIONS PER IBC CH. 17. SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN APPROVED TESTING AGENCY
AS OUTLINED IN THE SPECIAL INSPECTION SCHEDULE, THE CONTRACT DOCUMENTS, AND/OR THE PROJECT SPECIFICATION. SPECIAL INSPECTIONS SHALL MEET THE
REQUIREMENTS OUTLINES IN THE SPECIFIC MATERIALS SECTIONS OF IBC SEC 1705. THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING THE INSPECTIONS, PER THE
CITY/BUILDING OFFICIAL REQUIREMENTS.
STRUCTURAL OBSERVATIONS: WHEN REQUIRED BY THE PROVISIONS OF SECTION 1704.6.1 OR 1704.6.2, THE OWNER OR THE OWNER'S AUTHORIZED AGENT SHALL
EMPLOY THE FOR TO PERFORM STRUCTURAL OBSERVATIONS. STRUCTURAL OBSERVATIONS DO NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS IN
SECTION 110 OR THE SPECIAL INSPECTIONS IN SECTION 1705 OR OTHER SECTIONS IN THE CODE.
THE FOLLOWING STRUCTURAL OBSERVATIONS ARE REQUIRED TO BE COMPLETED BY THE FOR DURING CONSTRUCTION. THE FOR IS TO BE NOTIFIED WHEN ELEMENTS
LISTED BELOW ARE SUBSTANTIALLY COMPLETE AND READY FOR OBSERVATION. CONTACT THE FOR A MINIMUM OF (2) BUSINESS DAYS PRIOR TO COVERING THE WORK
SOILS AND FOUNDATIONS
REFERENCE STANDARDS: CONFORM TO IBC CHAPTER 18 "SOILS AND FOUNDATIONS."
GEOTECHNICAL REPORT: RECOMMENDATIONS CONTAINED IN "UPDATED GEOTECHNICAL ENGINEERING STUDY RAINIER CREST DIVISION II (LOTS 1-7) PROPOSED
RESIDENTIAL DEVELOPMENT" BY EARTH SOLUTIONS NW LLC, DATED FEBRUARY 2, 2015 & UPDATED MARCH 17, 2017 WAS USED FOR DESIGN. THE MIGIZI GROUP,
INC. IS THE GEOTECHNICAL ENGINEER OF RECORD AND HAVE ISSUED ADDITIONAL RECOMMENDATIONS IN "PLAN REVIEW LETTER RAINIER CREST DIV. 2, LOT 3" FOR
13673 SE 79TH DR, NEWCASTLE, WA, WHICH WERE USED FOR DESIGN.
WOOD FRAMING
REFERENCE STANDARDS: CONFORM TO:
(1) IBC CHAPTER 23 "WOOD."
(2) NDS AND NDS SUPPLEMENT - "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION."
(3) ANSI/TPI 1 "NATIONAL DESIGN STANDARD FOR METAL -PLATE -CONNECTED WOOD TRUSS CONSTRUCTION."
(4) BCSI 2013 "BUILDING COMPONENT SAFETY INFORMATION."
METAL PLATE CONNECTED ROOF TRUSSES (PREFABRICATED ROOF TRUSSES): SHOP DRAWINGS SHALL PROVIDE FOR SHAPES, BEARING POINTS, INTERSECTIONS, HIPS,
AND VALLEYS SHOWN ON THE DRAWINGS. THE MANUFACTURER SHALL PROVIDE SPECIAL HIP, VALLEY AND INTERSECTION AREAS (STEP DOWN TRUSSES, JACK
TRUSSES AND GIRDER TRUSSES) UNLESS SPECIFICALLY INDICATED ON THE PLANS. PROVIDE ALL TRUSS -TO -TRUSS AND TRUSS -TO -SUPPORT CONNECTION DETAILS
AND REQUIRED CONNECTION MATERIALS. SPECIFY TEMPORARY AND PERMANENT BRACING AND CONNECTIONS ON THE SHOP DRAWINGS. PROVIDE ALL TRUSS
REACTIONS OVER 1000# ON SHOP DRAWINGS.
ALTERNATES: ALTERNATES FOR SPECIFIED ITEM MAY BE SUBMITTED TO THE FOR FOR REVIEW. CONTRACTOR SHALL SUBMIT A CURRENT ICC-ESR/IAPMO-ER REPORT
IDENTIFYING THAT AN ALTERNATIVE COMPONENT HAS THE SAME OR GREATER LOAD CAPACITY THAN THE SPECIFIED ITEM.
IDENTIFICATION: ALL SAWN LUMBER AND PRE -MANUFACTURED WOOD PRODUCTS SHALL BE IDENTIFIED BY THE GRADE MARK OR A CERTIFICATE OF INSPECTION
ISSUED BY THE CERTIFYING AGENCY.
AAATF-DIAI Q.
SAWN LUMBER: CONFORM TO GRADING RULES OF WWPA, WCLIB, OR NLGA. FINGER JOINTED STUDS ACCEPTABLE AT INTERIOR NON-STRUCTURAL WALLS ONLY.
MEMBER USE
SIZE
SPECIES
GRADE
STUDS & PLATES
2X4,3X4,2X6,3X6
DF
NO.
2
POSTS
4X4, 4X6, 4X8
DF
NO.
2
JOISTS
2X6 -- 2X12
DF
NO.
2
BEAMS
4X8 -- 4X12
DF
NO.
2
BEAMS
6X8 -- 6X12
DF
NO.
1
POSTS
6X6, 8X8
DF
NO.
1
WOOD STRUCTURAL SHEATHING (PLYWOOD: WOOD APA-RATED STRUCTURAL SHEATHING INCLUDES: ALL VENEER PLYWOOD, ORIENTED STRAND BOARD, WAFERBOARD,
PARTICLEBOARD, T1-11 SIDING, AND COMPOSITES OF VENEER AND WOOD BASED MATERIAL. CONFORM TO PRODUCT STANDARDS PS-1-95 AND PS-2-92 OF THE
U.S. DEPT. OF COMMERCE AND THE AMERICAN PLYWOOD ASSOCIATION (APA)
MINIMUM
APA RATING
LOCATION
THICKNESS
SPAN RATING
PLYWOOD GRADE EXPOSURE
ROOF
15/32"
24/16
C-D 1
ROOF
19/32"
40/20
C-D 1
FLOOR
1-1 /8" T&G
48 OC
STURD-I-FLOOR 1
FLOOR
23/32" T&G
24 OC
STURD-I-FLOOR 1
WALLS
15/32"
32/16
C-D 1
WALLS(ALT)
7/16" OSB
24/16
C-D 1
JOIST HANGERS AND CONNECTORS: SIMPSON STRONG -TIE COMPANY INC. AS SPECIFIED IN THEIR LATEST CATALOGS WAS USED AS THE BASIS OF DESIGN FOR THIS
PROJECT. ALTERNATE CONNECTORS BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THEY HAVE CURRENT ICC-ESR/IAPMO-ER APPROVAL FOR
EQUIVALENT OR GREATER LOAD CAPACITIES AND ARE REVIEWED AND APPROVED BY THE FOR PRIOR TO ORDERING. CONNECTORS SHALL BE INSTALLED PER THE
MANUFACTURER'S INSTRUCTIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE 1/2 OF THE NAILS OR BOLTS IN EACH MEMBER. UNLESS NOTED
OTHERWISE ALL NAILS SHALL BE FULL LENGTH COMMON. NAIL STRAPS TO WOOD FRAMING AS LATE AS POSSIBLE IN THE FRAMING PROCESS TO ALLOW THE WOOD
TO SHRINK AND THE BUILDING TO SETTLE.
NAILS AND STAPLES: CONFORM TO IBC SEC 2303.6 "NAILS AND STAPLES." UNLESS NOTED ON PLANS, NAIL PER IBC TABLE 2304.10.1. UNLESS NOTED OTHERWISE
ALL NAILS SHALL BE COMMON. NAIL SIZES SPECIFIED ON THE DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS:
COMMON NAILS
SIZE
LENGTH
DIAMETER
8D
2-1/2"
0.131"
10D
3"
0.148"
16D
3-1/2"
0.162"
16D SINKER
3-1/4'
0.148"
NAILING REQUIREMENTS: PROVIDE MINIMUM NAILING IN ACCORDANCE WITH IBC TABLE 2304.10.1 "FASTENING SCHEDULE" EXCEPT AS NOTED ON THE DRAWINGS.
NAILING FOR ROOF/FLOOR DIAPHRAGMS/SHEAR WALLS SHALL BE PER DRAWINGS. NAILS SHALL BE DRIVEN FLUSH AND SHALL NOT FRACTURE THE SURFACE OF
SHEATHING.
STANDARD LIGHT -FRAME CONSTRUCTION: UNLESS NOTED ON THE DRAWINGS, CONSTRUCTION SHALL CONFORM TO IBC SEC 2308 "CONVENTIONAL LIGHT -FRAME
CONSTRUCTION" AND IBC SEC 2304 "GENERAL CONSTRUCTION REQUIREMENTS."
ROOF/FLOOR FRAMING: (UNLESS NOTED OTHERWISE ON PLANS AND DETAILS) PROVIDE DOUBLE JOISTS/RAFTERS UNDER ALL PARALLEL BEARING PARTITIONS AND
SOLID BLOCKING AT ALL BEARING POINTS. PROVIDE DOUBLE JOISTS AROUND ALL ROOF/FLOOR OPENINGS. MULTI-JOISTS/RAFTERS SHALL BE STITCH -NAILED
TOGETHER WITH (2)10D @ 12"OC. PROVIDE ROOF SHEATHING EDGE CLIPS CENTERED BETWEEN FRAMING AT UNBLOCKED PLYWOOD EDGES. ALL FLOOR SHEATHING
SHALL HAVE TONGUE AND GROOVE JOINTS OR BE SUPPORTED BY SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF ROOF/FLOOR
SHEATHING. ROOF/FLOOR SHEATHING SHALL BE LAID FACE GRAIN PERPENDICULAR TO FRAMING MEMBERS.
MOISTURE CONTENT: WOOD MATERIAL USED FOR THIS PROJECT SHALL HAVE MAXIMUM MOISTURE CONTENT OF 19% EXCEPT FOR THE PRESSURE -TREATED WOOD SILL
PLATE. REFER TO TESTING & INSPECTIONS FOR THE VERIFICATION OF THESE LIMITS. THE MAXIMUM MOISTURE CONTENT REQUIRED MAY BE LESS THAN 19% WHEN
BASED ON A PARTICULAR CLADDING/INSULATION SYSTEM. REFER TO THE ARCHITECT'S DRAWINGS, AND PROJECT SPECIFICATIONS, OR WITH CLADDING INSTALLER FOR
MAXIMUM RECOMMENDED MOISTURE CONTENT.
PRESERVATIVE TREATMENT: WOOD MATERIALS ARE REQUIRED TO BE "TREATED WOOD" UNDER CERTAIN CONDITIONS IN ACCORDANCE WITH IBC SEC 2304.12
"PROTECTION AGAINST DECAY AND TERMITES." CONFORM TO THE APPROPRIATE STANDARDS OF THE AMERICAN WOOD -PRESERVERS ASSOCIATION (AWPA) FOR SAWN
LUMBER, GLUED LAMINATED TIMBER, ROUND POLES, WOOD PILES, AND MARINE PILES. FOLLOW AMERICAN LUMBER STANDARDS COMMITTEE (ALSC) QUALITY
ASSURANCE PROCEDURES. PRODUCTS SHALL BEAR THE APPROPRIATE MARK.
METAL CONNECTORS/PT WOOD: ALL METAL HARDWARE AND FASTENERS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE STAINLESS STEEL TYPE 316L. AT
THE OWNER'S RISK AND DISCRETION, HOT -DIPPED GALVANIZED METAL HARDWARE AND FASTENERS MAY BE INVESTIGATED FOR USE IN LIEU OF STAINLESS STEEL
PROVIDED THAT THE FINISH HAS A MINIMUM ZINC CONTENT OF AT LEAST 1.85 OZ./SF AND ITS USE IS COORDINATED BY THE CONTRACTOR AND WOOD SUPPLIER
FOR THE EXPECTED ENVIRONMENT AND MOISTURE EXPOSURE FOR APPROPRIATE USE BASED ON THE METHOD OF PRESERVATIVE TREATMENT OF THE WOOD.
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
■
■ Hardware and fasteners in contact with I
preservative -treated wood shall be of ■
■ hot -dipped zinc galvanized steel,
I stainless steel, silicon bronze or copper. ■
• In the absence of manufacturer's
Irecommendations a minimum of ASTM A 653 I
type G185 zinc -coated galvanized steel, or ■ I
I equivalent, shall be used. ■
■ IRC R317.3.1 IBC 2304.10.5.1 I
APPROVED
PLANS MUST BE
ON JOB SITE
City Of Edmonds
Building Department
Work REPAIR EXTERIOR STAIRWELL
Address 410 PINE ST
Owner 410 PINE ST APTS
Approved Date 01 /2 3/2 024
Building Official Erg
Permit Number BLD2024-0022
STRUCTURAL ABBREVIATIONS
&
AND
IF
INSIDE FACE
@
AT
IN
INCH
#
NUMBER
INT
INTERIOR
AB
ANCHOR BOLT
INV
INVERT
ABV
ABOVE
KIP, K
1,000 POUNDS
ADD'L
ADDITIONAL
KSI
KIPS PER SQUARE INCH
ADJ
ADJACENT
LB
POUND
ALT
ALTERNATE
Ld
DEVELOPMENT LENGTH
APPROX
APPROXIMATELY)
ILL
LIVE LOAD
ARCH
ARCHITECT(URAL)
LLH
LONG LEG HORIZONTAL
ATR
ALL -THREADED ROD
LLV
LONG LEG VERTICAL
B/
BOTTOM OF
LONGIT
LONGITUDINAL
BN
BOUNDARY NAILING
Ls
LAP SPLICE LENGTH
BLDG
BUILDING
LSL
LAMINATED STRAND LUMBER
BLKG
BLOCKING
LVL
LAMINATED VENEER LUMBER
BM
BEAM
MAX
MAXIMUM
BOTT
BOTTOM OF
MECH
MECHANICAL
BR
BRACE
MFR
MANUFACTURER
BRG
BEARING
MIN
MINIMUM
BTWN
BETWEEN
MISC
MISCELLANEOUS
C
STANDARD CHANNEL
MTL
METAL
CC
CENTER TO CENTER
(N)
NEW
CDF
CONTROLLED DENSITY FILL
NIC
NOT IN CONTRACT
CIP
CAST IN PLACE
NOM
NOMINAL
CJ
CONSTRUCTION OR CONTROL JOINT
NTE
NOT TO EXCEED
CJP
COMPLETE JOINT PENETRATION
NTS
NOT TO SCALE
CL
CENTERLINE
OC
ON CENTER
CLR
CLEARANCE)
OD
OUTSIDE DIAMETER
CMU
CONCRETE MASONRY UNIT
OPNG
OPENING
COL
COLUMN
OPP
OPPOSITE
CONIC
CONCRETE
OSB
ORIENTED STRAND BOARD
CONN
CONNECTION
OWSJ
OPEN WEB STEEL JOIST
CONST
CONSTRUCTION
OWWJ
OPEN WEB WOOD JOIST
CONT
CONTINUOUS
PC
PRECAST
CTRD
CENTERED
PCF
POUNDS PER CUBIC FOOT
CTSK
COUNTERSINK
PL
PLATE
d
PENNY (NAILS)
PERP
PERPENDICULAR
DBL
DOUBLE
PLY
PLYWOOD
DEMO
DEMOLITION
PRE-MFR
PRE -MANUFACTURED
DET
DETAIL
PS
PRESTRESSED
DF
DOUGLAS FIR
PSI
POUNDS PER SQUARE INCH
DIA
DIAMETER
PSL
PARALLEL STRANDED LUMBER
DIAG
DIAGONAL
PT
PRESSURE TREATED
DL
DEAD LOAD
R
RADIUS
DN
DOWN
REF
REFERENCE
DP
DEPTH
REINF
REINFORCING
DWG(S)
DRAWINGS)
REQ'D
REQUIRED
DWL(S)
DOWEL(S)
RET
RETAINING
EA
EACH
RJ
ROOF JOIST
EF
EACH FACE
RT
ROOF TRUSS
EN
EDGE NAILING
REV
REVISION
EL
ELEVATION
SCHED
SCHEDULE
EMBED
EMBEDMENT
SECT
SECTION
ENGR
ENGINEER
SHTG
SHEATHING
EQ
EQUAL(LY)
SIM
SIMILAR
EW
EACH WAY
SOG
SLAB ON GRADE
EXIST, (E)
EXISTING
SPEC
SPECIFICATION
EXP
EXPANSION
SQ
SQUARE
EXT
EXTERIOR
SS
STAINLESS STEEL
FB
FLAT BAR
STD
STANDARD
FD
FLOOR DRAIN
STIFF
STIFFENER
FIN
FINISH
STL
STEEL
FJ
FLOOR JOIST
STRUCT
STRUCTURAL
FLR
FLOOR
SW
SHEAR WALL
FDN
FOUNDATION
SYM
SYMMETRICAL
FT
FOOT, FEET
T/
TOP OF
FTG
FOOTING
T&B
TOP AND BOTTOM
GA
GAUGE
T&G
TONGUE AND GROOVE
GALV
GALVANIZED
THK
THICK
GB
GRADE BEAM
THRU
THROUGH
GEN
GENERAL
TJI
TRUSS JOIST
GEOTECH
GEOTECHNICAL
TOW
TOP OF WALL
GLB
GLUE LAMINATED BEAM
TRANSV
TRANSVERSE
GRTG
GRATING
TYP
TYPICAL
GT
GIRDER TRUSS
UNO
UNLESS NOTED OTHERWISE
HD
HOLDOWN
VERT
VERTICAL
HDR
HEADER
W
WIDE FLANGE, WIDE
HF
HEM FIR
W/
WITH
HORIZ
HORIZONTAL
W/O
WITHOUT
HSS
HOLLOW STRUCTURAL SECTION
WWF
WELDED WIRE FABRIC
HT
HEIGHT
X-STR
EXTRA STRONG
ID
INSIDE DIAMETER
XX-STR
DOUBLE EXTRA STRONG
RECEIVED
Jan 10 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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P LAN NOTES
1. REFERENCE S100 SERIES FOR STRUCTURAL GENERAL NOTES, DRAWING LIST, ABBREVIATIONS,
SPECIAL INSPECTION TABLES, ETC.
2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS.
3. CONTRACTOR TO COORDINATE CURBS AND ELECTRICAL AND MECHANICAL FLOOR OPENINGS AND
PENETRATIONS WITH ARCHITECTURAL DRAWINGS.
4. ALL WOOD IN CONTACT WITH WEATHER, EXPOSED CONCRETE, OR WITHIN 6" OF FINISHED GRADE
SHALL BE PRESSURE -TREATED
5. USE HOT DIPPED GALVANIZED FASTENERS AND ZMAX HARDWARE AT CONNECTIONS TO
PRESSURE TREATED LUMBER.
3. AT ALL BEARING AND SHEAR WALLS, REFERENCE STUD GRADE, SIZES AND SPACING PER PLANS
AND GENERAL NOTES.
4. ALL METAL HARDWARE FOR EXTERIOR USE SHALL BE HOT DIP GALVANIZED OR STAINLESS
STEEL
5. HEADERS SHOWN BUT NOT SPECIFIED ARE TO BE 4X10 MINIMUM. HEADERS SHOWN SHALL BE
SUPPORTED BY (2) STUDS MINIMUM, UNO ON PLAN.
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1'-6" NEW OVERHANG
ROOF FRAMING PLAN
SCALE: 1/4" = 1'-0"
N
E) DROPPED BEAM
(N) FULL LENGTH 2X4 RIM CHK BY: DRW BY:
FACE NAIL TO END GRAIN OF XXx XXX
(E) 2X EVE FRAMING W/ (2)
16D PER LOC. SCALE: AS SHOWN
BAR = 1"
FULL SIZE
RECEIVED DATE:12-26-2023
Jan 10 2024 JOB NO: 23-120
CITY OF EDMONDS
DEVELOPMENT SERVICES DEPARTMENT SHEET. 2 OF 3
DWG NO: S200
r
RAILING ASSEMBLY, REATTACH
TO (N) POST AS SHOWN
(N) BC46 HALF BASE
INSTALL PER MFR
(E) CONC.
DECK SURFACE
(E) PLYWOOD SHEATHING
(E) J
(E) BEAM TO RI
(E) POST TO RI
(E) STRI
NOTES
• PAINT NEW WOOD TO MATCH EXISTING (TYP)
)SITS
-MAIN
=MAI N
NGER
D ETAI �'=l'
SALE: 3/-0"
NEW POST TO LOWER LANDING
�(N) POST PER PLAN
RAILING ASSEMBLY, REATTACH
TO (N) POST AS SHOWN
REATTACH (E) RAILS W/ (3) (N)
0.220" 0 5" SDWS WOOD SCREWS TYP
(E) RAILING ASSEMBLY, REATTACH TO (N)
POST W/ (3) (N) 0.220" 0 5" SDWS
Xe100n CrREWS TYP (REVERSE SIDE)
(N) BC46 HALF BASE
INSTALL PER MFR
(E) CONC.
DECK SURFACE
(E) PLYWOOD SHEATHING
(REMOVE AND REPLACE IN STRIPS
AS REQUIRED, FASTEN TO ADJACENT
PLYWOOD WITH LTP CLIPS & #6 X 1 /2"
WOOD SCEWS)
(E) J
(N) BEAM TO R
(N) BC46 HALF
INSTALL PER
(E) J
(N) POST PER
NOTES
• PAINT NEW WOOD TO MATCH EXISTING (TYP)
DSITS
-MAIN
BASE
MFR
JSITS
PLAN
It
QD ETAI L
SCALE: 3/4"=1 '-0"
NEW POST & BEAM @ MID LANDING
(N) FLAT 2X OUTRIGGER,
nlOTrru IKITO /C� 1)00E- E-RAMING AS SHOWN
(N) RIM & FASTENERS
PER PLAN
",,-(N) POST PER PLAN
REATTACH (E) RAILS W/ (3) (N)
0.220" 0 5" SDWS WOOD SCREWS (TYP)
(E) EXTERIOR WALL
(N) PANEL EDGE FASTENER PER PLAN
(N) LEDGER & FASTENER PER PLAN
(E) PLYWOOD TO REMAIN
(N) PANEL EDGE
NAILING PER PLAN
(N) PLYWOOD SHTG
PER PLAN
(N) FASCIA TO
MATCH EXISTING
(N) PLYWOOD SHEATHING PER PLAN
(N) 2X FRAMING PER PLAN
QD ETAI L
SCALE: 3/4"=1 '-0"
NEW ROOF FRAMING PARALLEL TO WALL
DDETAIL
SCALE: 3/4"=1 '-O"
4
NEW ROOF FRAMING PERP TO BEAM
V J
CDQ
L]
N
o
L -L]
W
z
z
J
00
z
Q
=
0
Q
o
z
�
w
z
Q
w
W
z
z
z
O
0
o
O
(2) (N) 16D END NAILS
N
o
00
0
(E) ROOF FRAMING
z
O
cf)
w
w
Q
0
12/26/2023
NOTES C)
(E) SOFFIT FRAMING AT THIS LOCATION NOT SHOWN CAI
W Q
W 0
n W
� 0
u� Q
W Q
(� DD ETAI L
z u n,
SCALE: 3/4"=1 '-O"
NEW ROOF FRAMING PARALLEL TO BEAM z U
CD
0 �
W �
CHK BY: DRW BY:
XXX I XXX
SCALE: AS SHOWN
BAR = 1"
FULL SIZE
RECEIVED DATE:12-26-2023
Jan 10 2024 JOB NO: 23-120
CITY OF EDMONDS �/ /� �/ DEVELOPMENT SERVICES
DEPARTMENT /�SHEET. OF 3
DWG NO: S K n