APPROVED BLD resub1 BLD2021-0279 ARCHITECTURAL PLANS 4.22.21Revsion Ghermak Gontruction Inc submitted behalf of Singleton
Permit Number: 13LD2021-0279
Label
Title
Descd tion
Comments
01
TITLE SHEET PROJECT DATA
02
SITE PLAN
03
GENERAL NOTES CODE DATA
A1.0
REVISION
AS -BUILT
A1.1
PROPOSED ADDITION
5-0
GENERAL NOTES AND SPEGIFIGATIONS
STRUCTURAL ENGINEERIN
S-1
FRAMING PLANS AND DETAILS
STRUCTURAL ENGINEERIN
S-2 CALCULATIONS STRUCTURAL ENGINEERIN
PROJECT INFORMATION:
PROJECT DESCRIPTION
First Floor Interior Remodel/Addition Structure Beam
PROJECT ADDRESS:
Keith Singleton
508 2nd AVE N
Edmonds, NlA
ParceIID:270322400205000
LEGAL DE5GRIPTION: SEC 24 TWP 27 RGE 03RT-11F) BEG NW COR 3RD & EDS ST
TH N 29*18 OOE 854.9FT TH N89*56 SOW 125.52 FT TPB TH CONT N89*56 SOW 125.52
FT M/L TO ELY MGN 2ND AVE TH N30*48 48E 188FT THE 125.33FT TH S30*46 OOW
187.87FT TO TPB EXC N 80FT THOF
EGA: N/A
RESIDENTIAL BUILDING CODE: IRG WSEG 2018
OCCUPANCY: Single Family Residential
CONSTRUCTION: TYPE: Wood Frame
LAND USE CODE COMPLIANCE STATISTICS
ZONF,: Single Family ReslAentlal UselZone R-7,200
LOT COVERAGE:
LOT AREA: 11,970 S.F.
EXISTING HOUSE 1,568 S.F.
FIRST FLOOR ADDITION 92.89 S.F.
PROPOSED LOT COVERAGE 11,970 S.F.
ALLOWED LOT COVERAGE (11,970SF X 35% = 34,200)
REQUIRED SETBACKS; FRONT 36'
REAR 5'
SIDE 5'
APPROVED BY
CITY OF EDMONDS
BUILDING DIVISION
Apr29 2021
APPROVED
PLANS MUST BE
ON JOB SITE
OBTAIN ELECTRICAL
PERMIT FROM
STATE LABOR 8r
INDUSTRIES
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
SINGLETON
INTERIOR REMODEL
n
�y
ruo-�a,I
Little Free Libary� $e1Cr L.,
a
Alpha W�v
508 2nd Ave N,
Edmonds, WA 98020
r �. i �,
Edmonds Center �•,
For the Arts •
oaiay se Daley si
F°�-
1=ULL YIEY�I
EXISTING
City Of Edmonds
Building Department
Work _ INTERIOR REMODEL
-------------------------------
Address� 528 2ND AVE N
Owner ; SINGLETON
Approved Date____________ 4/29/2021 ______ __
Building Official � �oxacnck W Zi d�k.Rrc
PermitNumber� BLD2021-0279
SPECIAL INSPECTION REQUIRED FOR ■
(THIS PROJECT FOR: I
■ ■
I) SOILS
■2) BOLTING IN CONCRETE I
(PLEASE PROVIDE SPECIAL INSPECTION I
ti
r'�
ti
zz4
�P •5082nd Ave N,
'� Edmonds, WA 98020 c
^i
���
ti � . °�
a
<�, /
■LETTER/DOCUMNETS TO BUILDING ■ �c
L;S_;_;_�_;=■_■�NBIGHBORHOOD YIEY�I w
x Apr 23 2021
0
°' CITY OF EDMONDS
EVELOPMENT SERVICES
,,, DEPARTMENT
o E
N
� Q � O
O�°i� m
�o�� E
� z �o v
Own �
��z�,u
0
=��a
,� o = 'v
��wa�
Il!
v
z
W z
I.0
� �
z �
O
IIJ lIl W
J
l�
Z_
DATE:
4/22/2021
CALE: Nr5
EET:
L•LJ
PROJECT INFORMATION:
PROJECT DESCRIPTION
First Floor Addition
PROJEGTADDRE55:
Keith Singleton
508 2nd AYE N
Edmonds, WA
ParceIID:270322400205000
LEGAL DESCRIPTION: SEC 24 TWP 27 RGE 03RT-11F) BEG NW COR 3RD & EDS ST
TH N 29*18 OOE 854.9FT TH N89*56 SOW 125.52 FT TPB TH CONT N89*56 SOW 125.52
FT M/L TO ELY MGN 2ND AVE TH N30*48 48E 188FT THE 125.33FT TH S30*46 OOW
187.87FT TO TPB EXC N SOFT THOF
EGA: NIA
RESIDENTIAL BUILDING CODE: IRG WSEG 2018
OCCUPANCY: Single Family Residential
CONSTRUCTION: TYPE: Wood Frame
LAND USE CODE COMPLIANCE STATISTICS
ZQ.dE: Single Family Residential Use/Zone R-7,200
LOT COVERAGE
LOT AREA: 11,970 5. F.
EXISTING HOUSE 1,568 5.F.
FIRST FLOOR ADDITION 92.89 S.F.
PROPOSED LOT COVERAGE 11,970 S.F.
ALLOWED LOT COVERAGE (11,9705F X 35% = 34,200)
REQUIRED SETBACKS: FRONT 36'
REAR 5'
SIDE 5'
SITE PLAN
Address: 508 2nd Ave N
City, State, ZIP: Edmonds, WA 98020
Country: USA
Scale 1 ":20'
r---- ---
� PROP05EDINTER
I
s M
Gi)Ir,er In
sxs
� Little Free Lihary� seine,
z
5§
dfaha W�j ,sib
SU82nd Ave N,
Edmonds, WA 98020
Ave N,
Is, WA 98 Q
ca,oi w
EdmandsCenter �•,
For the Ans •
o�lev se Daley s,
Ey,�
FULL YI�Y�I
8
SITE PLAN
IN
n � x� NE
/�ee
IN �r E
5 /����SE
s
0�
3
rycD
i
�P
sr. N .:.
z�a
Y 5082nd Ave N,
'�� •Edmonds, WA 98020
r
�Pz
ry t,n
0
NEIGHBORHOOD YIEY�I
o E
N
� Q � O
O�°i� m
�o�� E
� z �o v
Own �
��zIi,CU
0
_,�,-,�v
�uto=.a",
��wa�
z
Q
J
!1
W
(n
lu
t-
w
w
x
W
v
z
W z
W
f� � �
I z � �
W (ln W
�J
l�
� .z^
Il
DATE:
4/22/2021
CALE:
Apr 23 2021
SHEET:
CITY OF EDMONDS
VELOPMENT SERVICES
02
DEPARTMENT
NOTES
CODES.
ICC (WITH WASHINGTON STATE AMENDMENTS)*
IRC FOR ONE AND TWO FAMILY DWELLINGS FOR 2018 EDITION'
IBC 2018 EDITION"
WASHINGTON STATE ENERGY CODE, RESIDENTIAL PROVISIONS 2018 EDITION (WSEC)
DESIGN LOADS
ROOF:25 PSF (SNOW)
FLOORS:40 PSF
SLEEPING ROOMS AND HABITABLE ATTICS:30 PSF
ATTIC W ITH LIGHT STORAGE: 20 PSF
ATTIC W ITHOUT STORAGE: 10 PSF
STAIRS: THE GREATER OF 60 PSF OR CONCENTRATED
LOAD OF 300 LBS PER 4 SQUARE INCHES
DECKS AND BALCONIES 60 PSF
GUARD AND HANDRAILS: HORIZ 200# PT LOAD AT TOP
GUARDRAIL IN -FULL COMPONENTS: SOLBS PER SO FT
BASIC WIND SPEED: 85 MPH, EXPOSURE B (U.N.0)
SEISMIC ZONE: USE GROUP 1, DESIGN CATEGORY D2
FRAMING CLIMBER'
MEETS REQUIREMENTS OF PS 20-70 AND NATIONAL GRADING RULES FOR SOFTWOOD DIMENSIONAL
LUMBER. BEAR STAMP OF W W PA.
MINIMUM DIMENSIONAL LUMBER GRADES TO BE:
WALL STUDS, 2X, 3X HF "STUD GRADE"
WALL PLATES 2X, 3X HF STANDARD GRADE U.N.O.
JOISTS 2X6 HF #2
JOISTS 2X8 AND UP DF #2
BEAMS AND HEADERS 6X DF #2
BEAMS AND HEADERS,4X DF #2 WWPA
POSTS. 4X, 6X DF #2 U.N.O.
LUMBER NOT NOTED HERE DF #2 U.N.O.
TJI TrusJo'sT Use Weyerhaeuer product or approved equivalent TJI110, TJI210, TJI230, TJI360, and TJI 560
Featuring silent floorjoist for residential applications. Use tables per manufacturer recommendations for structural
applications critedon. MANUFACTURE WARNING: JOISTS ARE UNSTABLE UNTIL BRACED LATERALLY bracing
includes: blocking, hangers, rim board, sheathing, rim joist and trust lines. recommendations assumed composite action.
Parallam PSL�Substi[ution of glue laminated wood member with a PSL is allowed when using the same dimensions of
beam or column or bigger. Use 2.0E Parallam (Fb = 2900 psi, Fc��=2900 psi, Fc?=750 psi, E=2.Oz106 psi) for headere
and beams. Use 1.8E Parallam (Fb
= 2400 psi, Fc1�=2500 psi, Fc?=750 psi, E=1.8x106 psi) for columns (minimum).
Microllam LVL:substitution of joists with a LVL is allowed when using the same dimensions of joists. Use 1.9E Microllam
(Fb = 2600 psi, Fc��=2510 psi, Fc?=750 psi, E=1.9x106 psi).
MASONRY
MORTAR: TYPE S. 1 PC. 1l2 LIME PUTTY, 4 SAND. GRADE 40 STEEL
GENERAL NOTES
CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS FOR COMPLIANCE W ITH PLANS AND
SPECIFICATIONS SITE CONDITIONS INCLUDE, SOIL, TOPOGRAPHY, REQUIRED SETBACKS AND IF
APPLICABLE, THE DIMENSIONS OF EXISTING STRUCTURES AND THEIR STRUCTURAL AND MECHANICAL
COMPONENTS, THIS OFFICE SHALL BE NOTIFIED PRIOR TO CONSTRUCTION OF DISCREPANCIES
AMBIGUITIES OR OMISSIONS IN THE PLANS.
WRITTEN DIMENSIONS TAKE PRECEDENCE OVER DRAWING SCALE. DETAILS TAKE PRECEDENCE OVER
PLAN AND ELEVATION VIEWS.
ALL WORKMANSHIP, MATERIALS AND INSTALLED PRODUCTS SHALL MEET OR EXCEED THE ACCEPTED
INDUSTRY STANDARDS AND SHALL MEET OR EXCEED THE MINIMUM REQUIREMENTS OF THE CURRENT
CODE IN FORCE AND ALL APPLICABLE LOCAL CODES, W HICH TAKE PRECEDENCE OVER NOTES,
SPECIFICATIONS AND DRAWINGS.
WHERE CONSTRUCTION DETAILS ARE NOT SHOW N OR NOTED, THE PROCEDURE SHALL BE PREFORMED
TO STANDARD CONSTRUCTION PRACTICES.
UNLESS A PROFESSIONAL SURVEY ACCOMPANIES THE PLANS.THE PLOT PLAN WAS DRAWN FROM
GENERAL. SITE LANDMARKS AND IS NOT TO BE CONSTRUED AS A PROFESSIONAL SURVEY THE
CONTRACTOR SHALL TAKE FULL RESPONSIBILITY FOR OBTAINING A PROFESSIONAL SURVEY TO
DETERMINE SETBACKS AND/OR OTHER ZONING RESTRICTIONS. THE CONTRACTOR SHALL SECURE ALL
NECESSARY PERMITS AND INSPECTIONS AND SHALL NOTIFY THIS OFFICE, PRIOR TO CONSTRUCTION OF
ANY REVISIONS OR ADDED REQUIREMENTS REQUESTED BY THE BUILDING OFFICIAL HAVING
JURISDICTION.
THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL REQUIRED OPENINGS IN FLOORS. WALLS
AND ROOF WITH PROPOSED MECHANICAL, PLUMBING AND ELECTRICAL WORK. PREFABRICATED ITEMS TO
BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.
THE CONTRACTOR SHALL VERIFY ALL DOOR &WINDOW ROUGH OPENING DIMENSIONS WITH
MANUFACTURER PRIOR TO CONSTRUCTION.
ALL FRAMING ANCHORS, HOEDOWNS, 8 SHEARWALLS SHALL BE INSPECTED PRIOR TO COVERING.
ALL GLAZING TO COMPLY WITH WSEC 2018.
WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN
INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE
MANUFACTURER FOR EACH WINDOW.
CAULK OR W FATHER -STRIP ALL JOINTS AND PENETRATIONS TO HEATING SPACES.
APPROVED NUMBERS (ADDRESS) SHALL BE PROVIDED IN A POSITION TO BE PLAINLY VISIBLE AND LEGIBLE
FROM THE STREET OR ROAD FRONTING THE PROPERTY. THESE NUMBERS SHALL CONTRAST WITH THEIR
BACKGROUND. AND SHALL BE A MINIMUM OF 4INCHES.
EGRESS DOORS SHALL BE READILY OPERABLE W ITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR
EFFORT.
OUTDOOR LIGHTING R502.1.1.4 ADDITIONS: NEW LIGHTING SYSTEMS THAT ARE PART OF THE ADDITION
SHALL COMPLY W ITH SECTION 404.1.
ALTERATIONS: R503.1.4 NEW LIGHTING SYSTEMS THAT ARE PART OF THE ALTERATIONS SHALL COMPLY
WITH SECTION R404.1. EXCEPTION: ALTERATIONS THAT REPLACE LESS THAN 50% OF THE LUMINARIES IN A
SPACE, PROVIDED THA SUCH ALTERATIONS DO NOT INCREASE THE INSTALLED INTERIOR LIGHTING
POWER.
EXTERIOR STAIRWAYS AND LANDINGS MUST BE LIGHTED PER R303.8
A PRESSURE REGULATOR, PRECEDED BYA STRAINER SHALL BE READILY ACCESSIBLE, AND W ILL BE
REQUIRED ON THE WATER SUPPLY TO THE HOUSE. THIS DEVICE SHALL BE LOCATED IN THE GARAGE W ITH
THE BUILDING SHUT OFF VALVE FOR THE WATER PER 2015 UPC 608.2.
PROVIDE AN ADEQUATELY SIZED EXPANSION TANK AT THE HOT WATER TANKAS REQUIRED PER 2015 UPC
608.3.
WATER PRESSURE -ABSORBING DEVICES SHALL BE INSTALLED AS CLOSE AS POSSIBLE TOALLQUICK-
ACTING VALVES [HAMMER ARRESTORS, SHOCK ARRESTORS] (CLOTHES WASHERS, DISHWASHERS, ICE
MAKERS ETC.) PER 2015 UPC 609.10.
ALL HOT AND COLD WATER PIPING INSTALLED IN UNCONDITIONED SPACES SHALL BE INSULATED TO R-3
MINIMUM PER 2015 UPC SECTION 312.6.
LOTS SHALL BE GRADED SO AS TO DRAIN SURFACE WATERAWAY FROM FOUNDATION WALLS. THE GRADE
SHALL FALLA MINIMUM OF 61NCHES WITHIN THE FIRST 10 FEET. (SECTION R401.3)
WOOD SIDING, SHEATHING AND WALL FRAMING ON THE EXTERIOR OFABUILDING HAVINGACLEARANCE
OF LESS THAN 61NCHES FROM THE GROUND OR LESS THAN 2 INCHES MEASURED VERTICALLY FROM
CONCRETE STEPS, SLABS, PATIOS, AND SIMILAR SURFACES EXPOSED TO THE WEATHER,SHALL BE CEDAR
OR W OOD THAT IS PRESERVATIVE -TREATED IN ACCORDANCE W ITH AW PA Ui
IF SOIL CONDITIONS ENCOUNTERED UPON EXCAVATION DIFFER FROM THE SOIL BEARING CAPACITY
OUTLINED UNDER DESIGN LOADS' OR IF EXCESSIVE GROUND WATER IS PRESENT, CONTACT THIS OFFICE
BEFORE PROCEEDING. ALL FOOTINGS SHALL EXTENDED TO BELOW THE FROST LINE AND SHALL BEAR ON
UNDISTURBED. NATIVE SOIL.
SOIL BEARING CAPACITY ASSUMED AT 1500 PSF IN PLANS OR PER REPORT BY QUALIFIED SOILS
ENGINEER
EARTH PRESSURE ASSUMED AT 60 PCF EQUIVALENT FLUID PRESSURE FOR BASEMENT WALLS AND 50 PCF
FOR CANTILEVER RETAINING WALLS.
CONCRETE
3000 PSI MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS, WHERE PLACEMENT IS EXPOSED TO WEATHER,
GARAGE AND CARPORT SLABS PORCHES STEPS AND RETAINING WALLS TABLE R 4022. .
( )
2500 PSI MINIMUM AT OTHER CONCRETE. NOT EXPOSED TO WEATHER.
EXTERIOR WALKS AND SLABS TO BE AIR ENTRAINED NOT LESS THAN 5% OR MORE THAN 7 % MIX
REQUIREMENTS: 5-1/2 SACK CEMENT PER CU YD. WITH MAXIMUM OF 6 GAL WATER PER SACK MAXIMUM
SLUMP 4" MAXIMUM AGGREGATE SIZE 1-1/2"
REINFORCING STEEL ASTM A-615 GRADE 40
POST FOOTINGS (UON), CENTER ALL. 2 INCH PLINTHS ADJACENT SLABS. 8 INCH PLINTHS AT OPEN EARTH
61NCH IF POST IS PRESSURE TREATED AND INSTALL SILL. PLATES AT LEAST 61NCHES ABOVE FINISHED
( ).
GRADE OR 2 INCHES ABOVE SLABS.
DAMP- PROOF EXTERIOR OF BASEMENT WALLS AND WALL S RETAINING EARTH ADJACENT. CRAWLSPACES
WITH TWO COATS OF ASPHALTIC EMULSION U.O.N.
INSTALL STEEL REINFORCING PER A.C.I STANDARD PRACTICE. SPLICE CORNERAND CONTINUOUS BAR
WITH A MIN. OF 30 BAR DIAMETERS. MINIMUM BAR CONCRETE COVER IS 3" TO EARTH . 2" TO WETHER, 1"
TO OTHER.
ANCHOR BOLTS TO BE EMBEDDED A MINIMUM OF 71NCHES, 4' OC, U.N.O. TWO BOLTS MIN. PER PLATE.
PLACE WITHIN 12" FROM ENDS BUT NOT LESS THAN 7 DIAMETERS TO END.
NEW FOOTING SHALL EXTENDED TOADEPTH THAT WILL NOT IMPOSE LOADS ON NEW OR EXISTING
BASEMENT OR RETAINING WALLS UNLESS SPECIFICALLY DETAILED IN THE PLANS.
THE NEW FOOTINGS TO EXISTING FOOTINGS AT ALL INTERSECTIONS WITHAMINIMUM OF TWO #4 PINS AT
FOOTING AND TWO #4 PINS AT WALL EMBED PINS 4INCHES MINIMUM IN EPDXY GROUT.
FRAMING LUMBER TO BE KILN DRIED TO 19% MOISTURE CONTENT. GRADED PER STD. GRADING RULES
PER W.C.L.IB. CR W.W.P.A.AS APPLICABLE PROVIDED GRADE AND SPECIES AS PER FRAMING PLANS,
GENERAL NOTES, AND DESIGN LOAD CHART
SILL PLATES, DECK SUB- STRUCTURES. POSTS AND BEAMS
EXPOSED TO WEATHER AND WOOD IN CONTACT W ITH CONCRETE SHALL BE PRESSURE TREATED W ITH AN
APPROVED PRESERVATIVE.
GLU- LAM BEAMS SHALL BEAR AN A.I.TC INSPECTION STAMP
COLUMNS AND POSTS SHALL BE FRAMED TO TRUE AND BEARINGS W ITH ADEQUATE ANCHORS AT TOP AND
BOTTOM TO PREVENT UPLIFT AND DISPLACEMENT.
PROVIDE LATERAL SUPPORT FOR BEAMS, RAFTERS AND JOISTS AND PROVIDE TEMPORARY BRACING AS
REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS ARE INSTALLED.
PROVIDE A MINIMUM JOIST BREAKING OF 1-112" ON WOOD, 3" ON CONCRETE. WOOD ENTERING CONCRETE
OR MASONRY SHALL HAVE 1/2"NET AIRSPACE AT TOP, SIDES AND END.
BEAMS SHALL HAVEACONTINUED HEADER WITH TWO PIECES,i6" O.C. ALONG EACH SIDE, FASTNERS 16D
(31/2 X 0.135") PER IRC table R602.3 (1) item 10
SOLID BLOCK WI 2X AT MIDPOINT OF STUDS OVER 10 FEET. BELOW BERING PARTITIONS PERPENDICULAR
TO JOIST AND RAFTERS AT SUPPORT. DOUBLE JOIST UNDER PARALLEL BEARING PARTITIONS AND UNDER
WINDOW CRIPPLES AT OVERHANGING FLOORS.
FIRESTOP AND DRAFT STOP TO CUT OFF ALL CONCEALED HORIZONTAL AND VERTICAL OPENINGS AT
CEILINGS. FLOORS, AND ATTIC, PROVIDE VERTICAL FIRESTOPS AT 10' HORIZONTAL INTERVALS AT WALL
FURRING VOIDS. FIRESTOP TOP BOTTOM AND SIDES OF STAIRS WITH 2X NOMINAL LUMBER.
ALL METAL CONNECTORS SHALL BE SIMPSON OR AN APPROVED EQUIVALENT.
FRAME NAILING SHALL COMPLY WITH IBC/ IRC R602.3.(1) (2) UNLESS NOTED OTHERWISE ON FRAMING
PLANS OR SHEAR WALL SCHEDULE ALL NAILS SHALL BE COMMON WIRE NAILS U.N.O.
USE CUT WASHERS AT BOLTED CONNECTIONS. ANCHOR BOLT WASHERS TO BE SQUARE 3" X 3"
1/4".CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED W ITH CORROSION- RESISTANT
FASTENERS.
AC CD TREATED WOOD (ALKALINE COPPER QUAT) REQUIRES CORROSION PROTECTED FASTENERS,
BOLTS, AND HARDWARE SUCH AS SIMPSON "ZMAX' OR HDG (HOT DIPPED GALVANIZED) OR SST300
STAINLESS STEEL).
PLYWOOD AND DIAPHRAGM NAILING_
ALL STRUCTURAL PLYWOOD SHALL HAVE A GRADING STAMP OF APA AND NAIL PER IBC/ IRC (602.3.(1).(2).
PROVIDE DIAPHRAGM SHEATHING, U.N.O,
FLOOR. 3/4" T8G CD-EXT-APA PLYWOOD WITH EXT GLUE, PL: 32/16. GLUE AND NAIL 10 d AT 6" O.C. EDGES,
10" O.C. FIELD.
ROOF SHEATHING: SHALL BE 15/32" C-D-INT-APA PLYWOOD WITH EXTERIOR GLUE, PI: 24I0, OR 7/i6" OSB
NAIL Sd AT 6" C.C. PANEL EDGES 12" O.C. FIELD.
TEMPERED SAFETY GLASS SHALL BE INSTALLED IN HAZARDOUS LOCATIONS AND SUBJECT TO HUMAN
IMPACT, GLAZING IN DOORS, GLAZING W ITHIN A 24"ARC OF CLOSED DOOR, GLAZED AREAS.> 9SQ. FT.
WHEN LESS THAN 18" ABOVE A WALING SURFACE, PER IBC/IRC R308.4.
SAFETY GLAZING IS REQUIRED TO BE PERMANENTLY MARKED PER IBC/IRC R308.1.
SKYLIGHTS
GLAZING SHALL BE INSULATED FULLY TEMPERED (TOP), LAMINATED GLASS (BOTTOM). PROVIDEAMINIMUM
4" CURB FLASHED AND COUNTER FLASHED AT TOP AND BOTTOM AND STEP -FLASH SIDE. THE UNIT SHALL
HAVE A CONDENSATION GUTTER AT THE LOWER END . INSTALL PER MANUFACTURER'S INSTRUCTIONS.
FINISH AND FLARE WELL TO CEILING PER PLANS.
PRE- FABRICATED TRUSSES SHALL BE DESIGNED BYA WASHINGTON STATE LICENSED STRUCTURAL
ENGINEER AND IN ACCORDANCE WITH THE PLAN REQUIREMENTS. SUBMIT COMPLETE SHOP DRAWING
WITH ENGINEER'S SEAL FOR APPROVAL PRIOR TO FABRICATION. TRUSSES MUST BE STAMPED BY AN
APPROVED MANUFACTURE OR BYA QUALITY FABRICATIONS COUNCIL.
CONTRACTOR TO VERIFY SPANS PRIOR TO FABRICATION.
APPROVED HANGERS MUST BE USED AT ALL CONNECTIONS OF RAFTERS, JACKS, OR HIP TRUSSES TO A
MAIN GIRDER TRUSS.
MINIMUM BEARING PARTITIONS BELOW TRUSSES SHALL BE SEPARATED FROM TRUSS WITH SIMPSON STC
CLIPS.
TRUSSES SHALL BE BRACED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITY AND INSTALLED IN
ACCORDANCE WITH THE INDIVIDUAL TRUSS DESIGN PROVIDED BY THE MANUFACTURER.
STAIRWAYS SHALL HAVE A MIN. W IDTH OF 36". A RISER HEIGHT OF 7-3/4" MAX. A MIN. TREAD LENGTH OF 10"
AND 3/8" MAXIMUM VARIATIONS.
A TREAD NOSING OF 3/4" TO 1-1/4" IS REQUIRED ON STAIRWAYS W ITH SOLID RISERS UNLESS TREAD DEPTH
IS 11" OR GREATER.
HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF FLIGHTS WITH 4 OR MORE RISERS.
HANDRAILS SHALL BE PLACED 34" TO 38"ABOVE THE NOSINGS AND SPACED 1-112" MIN. OF WALL WITH A
1-1/2" TO 2" DIAMETER, SMOOTH GRASP AND AT NEW EL OR 1-1 /4" RETURNS AT ENDS.
PROVIDE 80" MIN. CLEAR HEADROOM ABOVE NOSINGS.
AREAS 30"ABOVE GRADE (WITHIN 3 FT) ORADJACENT FLOORS PROVIDE GUARDRAILS WITHAMINIMUM
HEIGHT OF 36"AND INTERMEDIATE BALUSTERS OR RAILS SPACED SO THAT A 4" SPHERE CANNOT PASS
THROUGH
ENCLOSED USABLE SPACE UNDER STAIRS SHALL HAVE FIRE TAPED 1/2" GWB ON WALLS AND SOFFITS.
PROVIDE FIRE BLOCKING IN CONCEALED SPACES BETWEEN STUDS ALONG AND IN LINE WITH RUN OF
STAIRS.
Ef:HANIrAI
WARM AIR FURNACE OR GAS H.W. TANKS SHALL NOT BE INSTALLED UNDER STAIRS AND SHALL HAVE
PROPER VENTS AND DIRECT OUTSIDE COMBUSTION AIR PER CODE AND MANUFACTURE'S
SPECIFICATIONS.
GAS APPLIANCES IN GARAGE SHALL BE ON A 18" HIGH PLATFORM. IF APPLIANCE IS IN LINE OF VEHICLE
TRAFFIC, PROVIDEA3" CONC FILLED STEEL BOLLARD.
AIR DUCT PENETRATING GARAGE TO HOUSE SEPARATION SHALL BE 26 GAUGE MIN. OR HAVE APPROVED
DAMPERS.
DUCTING TO MEET MECHANICAL STDS AND SYSTEMS ARE TO BE BALANCED. CONTRACTOR SHALL
PROVIDE MECHANICAL DUCTING, EQUIPMENT SIZING, HEAT LOSS CALCULATIONS AND MANUFACTURE'S
DATA ON EQUIPMENT EFFICIENCY FOR BUILDING DEPARTMENT REVIEW.
BATHROOMS, LAUNDRY ROOMS, KITCHEN AND SPA ROOMS SHALL HAVE MECHANICAL EXHAUST, IN
INSULATED RIGID DUCTING TO EXTERIOR W ITH A BACK DRAFT DAMPER CAPABLE OF 5 AIR CHANGES PER
HOUR.
DRYER EQUIVALENT EXHAUST DUCT LENGTH IS TO BE POSTED W ITHIN 6 FT OF DUCT CONNECTION.
RANGE HOODS IN EXCESS OF 400 CFM SHALL HAVE AUTO -CONTROLLED OUTSIDE MAKE-UP AIR.
VENTILATE CRAWL SPACES AND OVER HANGING FLOORS W ITH SCREENED OPENINGS NOT LESS THAN 1
SQ.FT. NET CLEAR AREA FOR EACH 300 SQ. FT. OF UNDER FLOOR AREA. DISTRIBUTE OPENINGS
APPROXIMATELY EQUAL ALONG THE LENGTH OF LEAST TWO OPPOSITE SIDES AND ONE OPENING WITHIN
SQ FT. OF EVERY CORNER. COVER WITH 1/4" CORROSION -RESISTANT WIRE MESH AT CRAWL SPACE
OPENINGS.
CRAWLACCESS: 18" X 24" MIN. CLEAR ACCESS THROUGH FLOOR OR 16" X24"THROUGH WALL TO UNDER
FLOOR AREA.
VENTILATE ATTIC SPACES WITH NET CLEAR AREA EQUAL TO 1 /150TH OF ATTIC AREA, EXCEPT THE NET
AREA MAY BE1/300TH, PROVIDED 50% TO 80% IS 36"ABOVE EAVES,WITH THE BALANCE IN THE EAVES.
ATTIC ACCESS:BUILDINGS W ITH COMBUSTIBLE CEILING OF ROOF CONSTRUCTION SHALL HAVE AN ATTIC
ACCESS OPENING TO ATTIC AREA THAT HAVE A VERTICAL HEIGHT OF 30"OR GREATER OVER AN AREA OF
NOT LESS THAN 30 SQ FT. THE VERTICAL HEIGHT SHALL BE MEASURED FROM THE TOP OF THE CEILING
FRAMING MEMBERS TO THE UNDERSIDE OF THE ROOF FRAMING MEMBERS.
ECTRICAL
ALL ELECTRICAL SYSTEMS, LIGHTING, APPLIANCE AND OUTLETS SHALL BE DESIGNED AND INSTALLED IN
ACCORDANCE WITH CURRENT EDITION OF THE NATIONAL ELECTRICAL CODE AND THE INTERNATIONAL
MECHANICAL CODE. ALL FIXTURES SELECTED BY OTHERS.
VERIFY APPLIANCE AND MECHANICAL EQUIPMENT ELECTRICAL CONNECTION REQUIREMENTS AND
LOCATIONS PRIOR TO START OF WORK. ELECTRICAL CONTRACTOR SHALL ELEVATE AND DETERMINE
ADEQUACY OF EXISTING AND PROPOSED ELECTRICAL SERVICE.
A MINIMUM OF 75% OF ALL INTERIOR LUMINARIES INSTALLED, SHALL BE HIGH EFFICIENCY LUMINARIES
WHOSE LAMPS PROVIDE A MINIMUM EFFICIENCY AS FOLLOWS:
60 LUMENS PER WATT FOR LAMPS OVER 40 WATTS
50 LUMENS PER WATT FOR LAMPS OVER 15 WATTS TO 40 WATTS.
40 LUMENS PER WATT FOR LAMPS 15 WATTS OR LESS
ALL PERMANENTLY MOUNTED OUTDOOR LIGHTING SHALL BE HIGH EFFICIENCY LUMINARIES WHOSE
LAMPS PROVIDE A MINIMUM EFFICIENCY AS NOTED ABOVE, OR SHALL BE NON EFFICIENCY LUMINARIES
CONTROLLED BYA MOTION SENSORS) W ITH INTEGRAL PHOTO CONTROL PHOTO SENSOR.
LINEAR FLUORESCENT FIXTURES SHALL BE FITTED W ITH T-8 OR SIMILAR LAMPS.
INSTALL FIXTURES. SWITCHES AND OUTLETS IN ACCORDANCE WITH THE FOLLOWING TABLE ALL HEIGHTS
LISTED SHALL BE MEASURED FROM THE FINISHED FLOOR TO THE BOTTOM OF THE FIXTURE OUTLET
UNLESS NOTED OTHERWISE:
EXTERIOR LIGHTS FIXTURES 72"
TYPICAL WALL OUTLETS 12"
TYPICAL WALL SWITCHES 44"
ABOVE COUNTER OUTLETS AT KITCHENS 44"
ABOVE COUNTER OUTLETS AT UTILITY ROOMS 44"
ABOVE COUNTER OUTLETS AT LAVATORIES AND BATHS 40"
WALL OUTLETS FOR MICROWAVE, RANGE HOODS ETC.PER MPGR.
SMOKE DETECTORS PER MFGR
WALL OUTLETS AT SERVICE AREAS 48"
DOOR DETECTORS PER MFGR
DOOR CHIMES FROM CEILING. 12"
PUSH BUTTONS 44"
THERMOSTATS 60"
LIGHTS BARS OVER VANITIES 84"
STEP LIGHTS ABOVE SKIRT BOARD 6"
1IM81Nf:
PLUMBING CONTRACTOR SHALL SIZE ALL LINES VENTS AIR GAPS, AND CLEAN -OUTS PER CODE.
FLOW RATES TO COMPLY WITH WAC 51-46 SECTIONS 407.2 and 408.2 TOILETS: 1.6 GPF (MAX), SHOWERS:
205 GPM (MAX), LAVATORIES/FAULT. 2.5 GPM (MAX)
HOT WATER TANK SHALL BE SIZED BY INDUSTRY STDS FOR PROPOSED USE AND BE LABELED NAECA
APPROVED.
HOT WATER TANKS REQUIRE DUAL (HIGH AND LOW) SEISMIC STRAPS SECURED TO STUDS, EXPANSION
TANK, AND A PRESSURE RELIEF VALVE (PLUMBED TO EXTERIOR).
DISTDRE CONTROL
SHOWERS SHALL HAVE ANON -ABSORBENT SURFACE TO A HEIGHT OF 72 INCHES ABOVE FLOOR.
PROVIDE WATERPROOF BOARD OR GLASS MESH MORTAR UNITS BEHIND TILE AT SHOWER SURROUNDS.
TILE SHOWERS
WITH ASITE-BUILT PAN SHALL BE FILLED AND LEAK TESTED FOR 12 HOURS. PROVIDE MILDEW RESISTANT
CAULK AT ALL TILE ACCESSORIES.
ATTIC AND CRAW L SPACES ACCESS PANELS SHALL BE WEATHERS STRIPPED AND INSULATED TO A LEVEL
EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. SEAL AROUND SOLE PLATES,
WIRING, PLUMBING, DUCTS RIM JOISTS, MUD SILLS FLUES, LIGHT FIXTURES AND EXTERIOR WALL STUD
PENETRATIONS. PROVIDED A 6 MIL BLACK POLY GROUND COVERAT ALL CRAW L. SPACES.
HINGED SHOWER DOORS SHALL OPEN OUTWARD DOORS AND SHOWER ENCLOSURES SHALL BE FULLY
TEMPERED OR LAMINATED SAFETY GLASS, MINIMUM THICKNESS = 1/8"TEMPERED, 1/4" LAMINATED.
FLOOR TILES AT SHOWERS AND WET AREAS SHALL BE SKID -RESISTANT. PROVIDE SECURE BLOCKING FOR
ALL GRAB BARS PER PLAN, CAPABLE OF SUPPORTING A 300 LB. IMPACT LOAD.
INSULATION R-VALUES AND INSTALATION:
OFII INGS� R d9
ALL BAFFLES SHALL BE INSTALLED TO MAINTAIN A MINIMUM OF 1" CLEAR SPACE ABOVE INSULATION
ALL BAFFLES SHALL BE EXTENDEDAMINIMUM OF 6"ABOVE BATT INSULATION.
ALL BAFFLES SHALL BE EXTENDEDAMINIMUM OF 12"ABOVE LOOSE FILL INSULATION.
VAULTED CEILINGS: R-38
WALLS. R-21
INSULATION SHALL BE PROVIDED BY FACE STAPLED BATT INSULATION OR FRICTION FIT UN FACED BATT
INSULATION PROVIDING THE FOLLOWING:
4 MIL POLY VAPOR BARRIER PVA PAINT W ITH A DRY CUP PERM RATING OF 1
HEADERS OVER OPENINGS IN THE EXTERIOR WALL ASSEMBLY THAT ARE NOT STRUCTURALLY REQUIRED
TO BE FULL WIDTH OF THE STUD WALL SHALL BE PROVIDED W ITH A MINIMUM OF R-10 INSULATION.
F1001330VER UNCONDITIONED SPACES R-30
SLAB ON GRADE (PERIMETER INSULATION) R-10
PERIMETER INSULATION SHALL BE PROVIDED BY USING ONE OF THE FOLLOWING METHODS:
ON INSIDE OF FOUNDATION WALL FROM THE TOP OF SLAB DOWNWARD AND THEN
HORIZONTALLY BENEATH THE SLAB FOR ATOTAL MINIMUM OF 24"
ON INSIDE OF FOUNDATION WALL FROM THE TOP OF SLAB DOWNWARD FORAMINIMUM DISTANCE OF 24"
ALL SUPPLY AIR DUCTS LOCATED OUTSIDE OF THE CONDITIONED SPACE SHALL HAVE ALL SEAMS AND
JOISTS TAPED AND SEALED, BOTH LONGITUDINALLY AND TRAVERSE.
ALL SUPPLY AND RETURN AIR DUCTS EXPOSED TO UNCONDITIONED SPACES SHALL BE INSULATED AS
FOLLOWS:
DUCTS IN CONCRETE SLAB R-5
DUCTS IN UNCONDITIONED SPACES R-8
EXHAUST DUCTS LOCATED IN UNCONDITIONED SPACES R-4
(NOT REQUIRED FOR DRYER UNITS).
HOT WATER PIPING
ALL HOT WATER SUPPLY PIPING LOCATED OUTSIDE OF THE CONDITIONED SPACE SHALL BE
WRAPPED W ITH A MINIMUM THERMAL RESISTANCE OF R-3 EXCEPTION: PIPE INSULATION IS PERMITTED
TO BE DISCONTINUOUS WHERE IT PASSES THROUGH STUDS, JOISTS OR OTHER STRUCTURAL MEMBERS
AND W HERE THE INSULATED PIPES PASS THROUGH OTHER PIPING, CONDUIT OR VENTS, PROVIDED THE
INSULATION IS INSTALLED TIGHT TO EACH OBSTRUCTION.
EMERGENCY EGRESS
EVERY SLEEPING ROOM, BASEMENT, AND HABITABLE ATTIC SHALL HAVE ONE OPERABLE EMERGENCY
ESCAPE AND RESCUE OPENING. THE OPENING SHALL HAVE A MAXIMUM SILL HEIGHT OF 44"ABOVE THE
FLOOR , A NET CLEAR OPENING OF 5.7 SQ. FT MIN. CLEAR HEIGHT OF 24" MIN. CLEAR WIDTH OF 20"AND
SHALL BE OPERABLE FROM THE INSIDE WITHOUT SPECIAL TOOLS OR KEYS. GROUND FLOOR OPENINGS
MAY HAVE NET CLEAR MIN. OPENING OF 5.OSQ FT.
CHANGED TO REFLECT R314.4
PER IRC 2015, R314.3. (1)SMOKE ALARMS SHALL BE LOCATED IN EACH SLEEPING AREA, (2)OUTSIDE EACH
SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS, (3)ON EACH ADDITIONAL
STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS. IN DWELLINGS WITH SPLIT
LEVELS AND W ITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM
INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE
LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. (4) SMOKE ALARMS SHALL BE
INSTALLED NOT LESS THAN 3 FEET HORIZONTALLY FROM THE DOOR OPENING OF A BATHROOM THAT
CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM
REQUIRED BY SECTION R314.3.
PER IRC 2015, R314.4 WHERE MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED WITHIN AN
INDIVIDUAL DWELLING UNIT IN ACCORDANCE WITH R314.3 THE ALARM DEVICES SHALL BE
INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM W ILL ACTIVATE ALL OF THE
ALARMS IN THE INDIVIDUAL DWELLING UNIT. PHYSICAL INTERCONNECTION OF SMOKE ALARMS SHALL
NOT BE REQUIRED WHERE LISTED W IRELESS ALARMS ARE INSTALLED AND ALLALARMS SOUND UPON
ACTIVATION OF ONE ALARM. EXCEPTION: INTERCONNECTIONS OF SMOKE ALARMS IN EXISTING AREAS
SHALL NOT BE REQUIRED W HERE ALTERATIONS OR REPAIRS DO NOT RESULT IN REMOVAL OF INTERIOR
WALL OR CEILING FINISHED EXPOSING THE STRUCTURE UNLESS THERE IS AN ATTIC, CRAWL SPACE OF
BASEMENT THAT IS AVAILABLE THAT COULD PROVIDE ACCESS FOR INTERCONNECTION WITH OUT THE
REMOVAL OF INTERIOR FINISHES.
PER R314.5 COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE PERMITTED TO BE USED
IN LIEU OF SMOKE ALARMS. CARBON MONOXIDE ALARMS SHALL BE INSTALLED OUTSIDE AND IN THE
IMMEDIATE VICINITY OF SLEEPING AREAS, AND ON EACH LEVEL
CARBON MONOXIDE ALARMS SHALL BE INSTALLED OUTSIDE AND IN THE IMMEDIATE VICINITY OF SLEEPING
AREAS, AND ON EACH LEVEL.
SECURITY
PROVIDE SECURITY AT ENTRANCE AND GARAGE DOORS WITHAMINIMUM 1/2" THROW DEAD BOLT WITH
LOCKS OPERABLE WITHOUT SPECIAL KNOWLEDGE, KEYS OR EFFORT.
PROVIDE AN OBSERVATION PORT @ 54"-66" ABOVE THE FLOOR AT SOLID, UNGLAZED ENTRY DOORS.
GARAGE /DWELLING cEPARATION
GARAGE TO DWELLING SEPARATION SHALL CONSIST OF FIRE TAPED 1/2" GWBAPPLIED TO THE GARAGE
SIDE OF ALL DW ELLING'S LIVING, ATTIC AND CRAWL SPACES.
DOORS FROM GARAGE TO DWELLING SHALL BE 1-3/8"+THICK, SOLID CORE, AND TIGHT FITTING.
GARAGE CEILINGS COMPOSED OF 2X+SOLID- SAWN JOISTS AND SUPPORTING HABITABLE SPACE ABOVE,
SHALL HAVE ONE LAYER OF FIRE TAPED 5/8" TYPE "X"GWB. ALL GARAGE POST, BEAMS, SUPPORTING
HABITABLE SPACE ABOVE SHALL HAVE 2 LAYERS OF FIRE TAPED 1/2". TYPE "X" GWB MIN.
AIR DUCTS PENETRATING THE SEPARATION SHALL BE 26 GAUGE MINIMUM OR HAVE AN APPROVED
DAMPER
FIREPLACES /STOVES !APPLIES ONLY TO SOLID FDEL APPLIANCESI
ALL FIREPLACES SHALL HAVE AN OUTSIDE SOURCE OF COMBUSTION AIR DUCTED DIRECTLY TO THE FIRE
BOX. THE DUCT SHALL HAVEA MINIMUM NET AREA OF 6 SQUARE INCHES AND SHALL BE TIGHTLY FITTING
FLUE DAMPER INSTALLED W ITH A READILY ACCESSIBLE MANUAL OR AUTOMATIC CONTROL. ALL OPENINGS
SHALL BE PROVIDED WITH TIGHTLY FITTING GLASS OR METAL DOOR.
PREFABRICATED METAL FIREPLACES:
METAL FIREPLACES SHALL BE UL LABELED AND INSTALLED IN ACCORDANCE W ITH CONDITIONS OF
APPROVAL OR THE MANUFACTURES INSTALLATION PROCEDURES AND SHALL COMPLY W ITH WSBC
STANDARD 41004.1.1 FACTORY BUILT CHIMNEYS SHALL BE UL LABELED AND INSTALLED IN ACCORDANCE
WITH CONDITIONS OF APPROVAL OR THE MANUFACTURERS PROCEDURES AND SHALL COMPLY W ITH
SECTION R1005 OF THE IRC.
FIRE BLOCKING_
FIRE BLOCKING SHALL BE INSTALLED AT OPENING BETWEEN ATTIC SPACES AND CHIMNEY CHASES FOR
FACTORY BUILT CHIMNEYS, AND IN OPENINGS AROUND FIREPLACES AND CHIMNEYS AT CEILING AND
FLOOR LEVELS PER IRC SECTION R 1003.19
ENERGY CODE NOTEc_
This residential unit shall comply with the 51-11 R WAC, 2018 WSEC with State Amendments. The following items shall
apply to this project. For entire list of energy code inspection requirements, see 2018 WSEC SINGLE FAMILY
COMPLIANCE CHECKLIST.
All relevant envelope and fenestration elements of project shall comply w/ table below per 2018 WSEC.
EXHAUST FANS
Intermittent /Continuous
Kitchen fan 100 CFM / 25 CFM
Bathroom fan 65 CFM / 20 CFM
Laundry fan 65 CFM / 20 CFM
WHOLE HOUSE FAN
Whole house fan Continuous Operation ONLY
90 CFM (2-4 bedrooms, <4000 SF)
Whole house fan must be minimum Sone rating of 1.0 or
lower. and must be labeled Whole House Ventilation and
must be listed and labeled for continuous use.
MFOHANIOAI
Provide blower door and duct testing certificate from testing Agency showing test results. Building leakage maximum =
.00030. Duct leakage per calculated value on checklist. Provide programmable T-stat wl 5-2 schedule.
AIR I FAKAGF
THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT ARE LEAKAGE IN ACCORDANCE
WITH SECTION 402.4 WSEC.
THE BUILDING THERMAL ENVELOPE SHALL BE TESTED FOR LEAKAGE BY MEANS OF A'BLOWER DOOR"
TEST, IN ACCORDANCE WITH SECTION R402,4.1.2 WSEC.
AIR BARRIERS
Provide caulklsealan[ at all joints, transitions in materials and penetrations of envelope. Window and door air leakage
measures shall be met as follows: Ezteriorjoints sealed, caulked, GASKETED or W EATHERSTRIP. Standard air
leakage is complete and installed in the following:
between sole plate/sub floors
wiring/plumbing/duct register penetrations
rim joists/mud sills (heated lower floors)
partition stud penetrations
around window/doorframes
I IGHTING
75 % or more of lamps in permanently installed light fixtures must be high efficacy (lumen/watt ratio) -fluorescent, screw
in ok. Indoor lighting shall be 50 % compact fluorescent (pin or screw) or T-8 lamps or smaller. All Fluorescent tubes
must be T-8 or smaller. Outdoor fixtures attached to building must be pin -based fluorescent OR provide motion sensor
and photo -cell daylight control.
IN I AT D H AD R/ 8 AMS
Provide rigid R-10 insulation in exterior headers where cavity occurs.
POST ENERGY CODE COMPLIANCE CERT. W ITHIN 3 FEET OF THE ELEC. PANEL (R401.3)
ENERGY CREDIT OPTIONS 4A,5A.
PROVIDE PROGRAMMABLE THERMOSTAT
PROVIDE DUCT SEALING TESTS WHERE APPLICABLE
PROVIDE DOOR BLOWER TESTAFFIDAVIT (R402.4.1.2) WHEN APPLICABLE\ !!!6 ��,�¢ N,,,��J�,
Apr 23 2021
CITY OF EDMONDS
VELOPMENT SERVICES
DEPARTMENT
o E
N
� Q � O
0�01� m
�o�� E
� z �ti v
oo�
�OZIn CJ
= Lr1 � V h0
(>rD�2 N
YL IOwd'O
W
U
Ln
�a
zQ
J
Q
W
Z
W
W
S
rn
W
v
Z
W
�.�..�
z
LO
r
W
.Jn
V
..Z
VI
DATE:
4/22/2021
EFT:
L•L J
�r
W
u
50'-1 3/a"
50'-1 3/a"
FOUNDATION
Scale: 1/4"=1'-0"
5'-51/2" 5'-b" 5'-5112"
m
:o
in �
:o ¶$
m �
a
ui ^
a
"s
m
i--
m �
m
A � �
N
V ttl a f
0
in
N
r
m
2'-5151ib" 13'-51/16" 2'-11116"
15'-11 1/2"
50'-1 3la"
33'-8 3la"
5, 3'-b Vb" a, 3'-1 1I6" 5'-10„ 2'-5 T/8"� 5,-
-r
�l.
KITCHEN
DINING ROOM
20'-9 1/2"
2'-0 111ib"
Y
n
1 T'-3 3la"
m_
e� m
dG ROOM `m
ry
8, 1-11 5/ " 3' � 5'-2 1I6" � 8' � 5'-11 15/16"
34'-2 1la"
50'-1 3l4"
EXISTING FLOOR PLAN
Scale: 1/4"=1'-0"
FrFn■n
AREAS OF ADDITION
DEMOED WALLS
CIIIJIfIf1IJ
NEW EXTERIOR WALLS
NEW INTERIOR WALLS
EXISTING INTERIOR WALLS
O
EXISTING EXTERIOR WALLS
�
ROOF LINE
IASBOICf-AREATD-BEACfERED- - - - �
o E
N
� Q � O
O�°i� m
�o�� E
� z Lo v
Own �
�ozLnCU
_,�,-,�v
�Lnox.v
a�wa�
//� €
�'
o
v�
z
N
W
lu
w
S
N
w
v
z
w z
n w
� � �
�Z � o
wu,w
�J
l�
Z
DATE:
L ---J
4/22/2021
c
CALE: va^=ro"
Apr 23 2021
SHEET:
CITY OF EDMONDS
VELOPMENT SERVICES
A 1 0
DEPARTMENT
■
50'-1 3/4"
16'-5" 33'-8 3/4"
1' 10 3/16" 3'-6 7/b" 3'-1 1/b" 2'-5 7I6"
5'-5 1 /2" � 5'-b" � 5'-5 1 /2" - - - - — 5' 4' - - 5'-10" - � 5'-10"
m
m
:,, r
10 0
V
lYl tyll
7
m
N '�
v KITCHEN DINING ROOM
m
m
m
N
i0
N
m
ry
in
:o
m
in
2'-0 11116"
m
R
Q
n �
1 T-3 3l4"
LIVING ROOM
UP
,,,,. �aa
2'-515116" 13'-51/16 2-11/16 8, 1 115/b' 3' 5'-21/b" 8' 5'-1115/16"
15'-11112" _-- 34'-21/4"
50'-1 3/4"
PROPOSED MAIN FLOOR PLAN
�o
v
ry
FrFnln
AREAS OF ADDITION
DEMOED WALLS
frll/If�IT_I�
NEW EXTERIOR WALLS
NEW INTERIOR WALLS
EXISTING INTERIOR WALLS
EXISTING EXTERIOR WALLS
�
ROOF LINE
— — -
AS BUILT-AREATO BE ALTERED
,
L
o E
N
� Q � O
O�°i� m
�o�� E
� z Lo v
Own �
�ozLnCU
_,�,-,�v
�Lnox.v
a�wa�
�'
o
v�
z
o_
�_
0
Q
0
w
N
lii �0�//
H LL
H
W
1p
W
v
z
W z
W
� �
z � �
IJ � W
z
DATE:
4/22/2021
c
CALE: va^=ro"
Apr 23 2021
SHEET:
CITY OF EDMONDS
VELOPMENTSERVICES
A1.1
DEPARTMENT
CODE: INTERNATIONAL BUILDING CODE (IBC)
2018
LOADINGS
FLOOR LIVE LOAD .....................................................
40 PSF
DECK LIVE LOAD .....................................................
60 PSF
ROOF SNOW LOAD
25 PSF
WIND CRITERIA
BUILDING CLASSIFICATION ...............................
II
ULTIMATE WIND SPEED ......................................
710 MPH
WIND EXPOSURE ...........................................
B
TOPOGRAPHIC FACTOR, Kzt.................
7.0
SEISMIC CRITERIA
SEISMIC RISK CATEGORY .......................... ....
SPECTRAL RESPONSE COEFFICIENT, Ss ....
II
1.30
SPECTRAL RESPONSE COEFFICIENT, S7 ....
0.50
SEISMIC SITE CLASS
D
SEISMIC DESIGN CATEGORY ...............................
D
STRUCTURAL DESCRIPTIONS
GENERAL CONDITIONS
1. THE CONTRACTOR SHALL EXAMINE THE STRUCTURAL DRAWINGS AND SHALL NOTIFY THE
STRUCTURAL ENGINEER IN WRITING OF ANY DISCREPANCIES HE MAY FIND BEFORE PROCEEDING
WITH
THE WORK. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS
BEFORE STARTING WORK.
2. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING
DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL
ENGINEER BEFORE PROCEEDING WITH ANY WORK SO INVOLVED.
3. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND
TYPICAL DETAILS. WHERE THE NOTES, DRAWINGS, AND/OR SPECIFICATIONS DIFFER, THE MORE
STRINGENT REQUIREMENT SHALL APPLY.
4. IF A SPECIFIC DETAIL IS NOT SHOW N FOR ANY PART OF THE WORK, THE CONSTRUCTION
SHALL BE THE SAME AS FOR SIMILAR WORK.
5. WORKING DIMENSIONS SHALL NOT BE SCALED FROM PLANS, SECTIONS, OR DETAILS ON
THESE DRAWINGS.
6. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE STRUCTURAL
ENGINEER OF ANV CONDITION THAT, IN HIS OPINION, MIGHT ENDANGER THE STABILITY OF THE
STRUCTURE OR CAUSE DISTRESS TO THE STRUCTURE.
7. THE CONTRACTOR SHALL SUPERVISE AND DIRECT HIS WORK AND HE SHALL BE SOLELY
RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND
PROCEDURES. PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING
CONSTRUCTION. NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION.
8. REFER TO THE ARCHITECTURAL DRAWINGS FORINFORMATION NOT COVERED BV THESE
GENERAL NOTES OR THE STRUCTURAL DRAWINGS.
9. ALL CONSTRUCTION SHALL BE DONE WITH MATERIALS, METHODS, AND WORKMANSHIP
ACCEPTED AS GOOD PRACTICE BV THE CONSTRUCTION INDUSTRY AND IN CONFORMANCE WITH THE
PROVISIONS OF PREVAILING CODE EDITION OF THE "INTERNATIONAL BUILDING CODE" (IBC) AND
STANDARDS REFERENCED THEREIN.
10. PIPES, DUCTS, SLEEVES, OPENINGS, POCKETS, CHASES, BLOCK -OUTS, ETC., SHALL NOT BE
PLACED IN SLABS, FOUNDATIONS, ETC., NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR SUCH
ITEMS, UNLESS SPECIFICALLY DETAILED ON THESE STRUCTURAL DRAWINGS.
11. ALTERNATE ASSEMBLIES AND MATERIALS WILL BE CONSIDERED FOR REVIEW. ENGINEER MAV
REQUEST PAYMENT FOR REVIEW.
FOUNDATION
1. STRUCTURAL DESIGN COMPLIES WITH SOILS REPORT PRODUCED BY:
N.A.
FOOTING BEARING PRESSURE: 1500 PSF (ASSUMED)
LATERAL EARTH PRESSURE ON RETAINING WALLS N.A.
2. SUBGRADE PREPARATION, DRAINAGE PROVISIONS, AND OTHER RELEVANT SOIL
CONSIDERATIONS ARE TO BE IN ACCORDANCE WITH SAID SOILS REPORT.
DIMENSIONAL LUMBER, ANCHOR BOLT AND NAILING SPECIFICATIONS
1. MEET REQUIREMENTS OF PS 20-70 AND NATIONAL GRADING RULES FOR SOFTWOOD
DIMENSIONAL LUMBER. BEAR STAMP OF W WPA.
2. MINIMUM DIMENSIONAL LUMBER GRADES TO BE:
WALL STUDS, 2X, 3 X........ HF STUD GRADE
WALL PLATES, 2X, 3X........ HF STANDARD GRADE U.N.O
JOISTS,2X8:............. HF#2
JOISTS,2XBAND UP....... DF#2
BEAMS, HEADERS, 6X ........ DF #2
BEAMS, HEADERS, 4X......... DF #2,WWPA GRADING
POSTS, 4X, 6X.............. DF #2 U.N.O
LUMBER NOT NOTED HERE... DF #2 U.N.O
3. PROVIDE STANDARD CUT WASHERS FOR BOLT HEADS AND NUTS BEARING AGAINST WOOD.
4. ALL SILLS OR PLATES RESTING ON CONCRETE OR MASONRY THAT IS IN CONTACT W ITH OR
RESTING ON FOUNDATIONS SHALL BE PRESSURE -TREATED DOUGLAS FIR/ HEMFIR IN
ACCORDANCE TO W ITH AW PA U7 (PLANT/SHOP TREATMENT) AND M4 (FIELD TREATMENT)
STANDARDS. ALL BEARING WALL PLATES SHALL HAVE 5/8" 0 x10" J-BOLTS PLACED AT
MAXIMUM OF 9"FROM THE END OF A PLATE AND SPACED AT INTERVALS SHOWN ON THE
SHEARWALL SCHEDULE (MAXIMUM 4'-0"OC SPACING). PROVIDE BP PLATE WASHER AT ALL
FOUNDATION SILL PLATE ANCHOR BOLTS. PROVIDE TWO ANCHOR BOLTS MINIMUM PER
SECTION OF SILL. FOR NON-SHEARWALL, PLACE ANCHORS AT 48".
5. BOLTS IN WOOD SHALL NOT BE LESS THAN 7 DIAMETERS FROM THE END AND 4 DIAMETERS
FROM THE EDGE OF THE MEMBER.
6. NAILS: COMMON WIRE NAILS. NAILING IN ACCORDANCE WITH IBC TABLE 2304.9.7.
7. PRESSURE TREATED WOOD: ALL NAILS INTO PT WOOD SHALL BE HOT DIPPED GALVANIZED
PER ASTM A153 OR STAINLESS STEEL. ALL METAL CONNECTORS IN CONTACT W ITH PT WOOD
SHALL BE HOT DIPPED GALVANIZED AND MEET ASTM A653 CLASS G185 (1.85 OZ OF ZINC PER
SQ FT MINIMUM) OR TYPE 304 / 316 STAINLESS STEEL SIMPSON Z-MAX CONNECTORS MEET
THIS REQUIREMENT. FASTENERS AND CONNECTORS USED TOGETHER SHALL BE OF THE
SAME TYPE (E.G. HOT DIPPED NAILS WITH HOT DIPPED HANGERS)
8. ALL LUMBER WITH A LEAST DIMENSION OF 2" (NOMINAL) SHALL BE STAMPED "SURFACE -
DRY" AND SHALL HAVE A MOISTURE CONTENT WHEN SURFACED AND WHEN INSTALLED OF
NO MORE THAN 19 PERCENT. LUMBER WITH A LEAST DIMENSION OF 4" (NOMINAL) OR
GREATER SHALL BE STAMPED "SURFACE -GREEN" AND AIR-DRIED TO A MOISTURE CONTENT
OF NOT MORE THAN 19 PERCENT PRIOR TO ITS USE IN FRAMING THE STRUCTURE.
9. NOTCHING AND BORING OF BEAMS AND JOISTS IS NOT ALLOWED WITHOUT PRIOR
APPROVAL OF THE STRUCTURAL ENGINEER OF RECORD.
REQUIRED? (V/N)
MATERIAL/ACTIVITY
EXTENT
Y
N
7704.2.5 Inspection of Fabricators
Periotlic
Veriry fabrication/quality control procedures
V
N
1705.7.1 Special Cases (work unusual in nature, including but not limited fo allemative materials
and systems, unusual design applicafions, materials and systems with special manufacturer's
requirements)
1705.2 Steel Construction
V
N
1. Fabricator and erector documents (Verify reports and certificetes as listed in RISC 360, chapter N,
Each submittal
paragraph 3.2 for xmpliance with consW Gion tlocumenfs)
V
N
2. Material ver�cetion ofsWGural Geel
Pedotlic
Y
N
3. Embedments Verify diameter, grede, type, length, embedment. See 1705.3 far anchors)
Continuous
Y
N
4. Veriry member locations, breces, stiffeners, and application of joint details at eadr xnnection
Periodic
comply with conslroCOon documents
5. SWGureI steel welding:
V
N
a. Inspection tasks Prior to Welling (Observe, or perform for each weMetl joint or member, the OA
Observe or Perform as notetl (4)
tasks listed in AISC 380, Table N5.4-1)
Y
N
b. Inspection tasks During Welding (Observe, or perform for each welded joint or member, the OA
Observe (4)
tasks listed in AISC 360, Table N5.4-1)
V
N
c. Inspection tasks After Welding (Observe, or perform for each weldetl joint or member, the OA
Observe or Perform as noted (4)
tasks listed in AISC 360, Table N5.4-3)
d. Nondestructive testing (VDT) of weldetl joints: see Commentary
V
N
1) Complete penelreticn groove wells 5/16" or greater in risk category III or IV
Periotlic
Y
N
2) Complete penetration groove welds 5/16" or greater in risk category II
Periodic
Y
N
3) Thermally cut surfaces of access holes when material t > 2"
Periodic
V
N
4) Weldetl joints subject to fafigue when requiretl by AISC 360, Appendix 3, Table A-3.1
Periotlic
V
N
5) Fabricators NDT reports when fabricator performs NDT
Each submittal (5)
6. SbuGurel steel bolting:
Y
N
a. Inspection tasks Prior to Bolting (Observe, or perform tasks for each bolted xnnection, in
Observe or Perform as noted (4)
aaomance with QA tasks listed in AISC 360, Table N5.6-1)
V
N
b.lnspection tasks During Bolting (Observe the DA tasks lisletl in AISC 360, Table N5.6-2)
Observe (4)
1) Pre-tensionetl and sliperi8cel joints
V
N
a)Turn-of-nut with matching markings
Periotlic
V
N
b)DireG tension indicator
Periotlic
Y
N
c) Twistroff type tension control bolt
Periodic
V
N
d)Tum-of-nut without matching markings
Continuous
V
N
e) Calibrated wrench
ConBnuous
2)Snug-fight joints
Pedotlic
V
N
c. Inspection tasks Aker Bolting (Perform tasks for each boltetl connection in accordance with QA
Perform (4)
tasks listed in AISC 360, Table N5.6-3)
Y
N
7. InspecOon of steel elements of composite consWction prior to concrete placement in accordance
Observe or Perform as noted (4)
with OA tasks listed in AISC 360, Table N6.1
7705.2.2 Steel Construction Other Than Structural Steel
1. Material verification of xltl-formed steal deck:
Y
N
a. Identifcation markings
Periodic
V
N
b. Manufacturer's certified test reports
Each submittal
2. Connection Of cold -formed Steel deck to supporting structure:
V
N
a. Welling
Pedotlic
V
N
b. Other fasteners (in axodance with AISC 360,Section N6)
Y
N
1) Verify fasteners are in conformance with approved submittal
Periodic
Y
N
2) Verify fastener installation is in xnformance with approved submittal and manufacturers
Periodic
recommendations
3. Reinforcing steel
V
N
a. Verification of weMability of steel other than ASTM A706
Pedotlic
Y
N
b. Reinforcing steel resisting Oexurel and axial foroes in intermediate and special moment frames,
Continuous
boundary elements of special concrete structural walls and shear reinforcement
V
N
0.Shear reinforoment
Continuous
V
N
d. Other reinforcing steel
Periodic
4. Coll-formetl steel Wsses spanning 60 feet or greater
V
N
a. Verify temporary antl permanent restrainUbracing are installed in axordance with the approvetl
Periotlic
truss submittal package
7705.3 Concrete Constroction
V
N
1. Inspection of reinforcing steel installation (see 1705.2.2 for welding)
Periotlic.
V
N
2. Inspection ei prestressing steal installation
Periotlic
V
N
3. Inspection of anchors rest in xncrete where allowable tootle have been increasetl per section
Continuous
ON
1908.5 or where strength design is used
4. Inspec0on of anchors and reinforcing steel post installed in hamened xncrete: Per research
Periodic or as required by the research report issued by an
reports including verification of anchor type, anchor dimensions, hole dimensions, hole cleaning
approved source
prpcegurea, anonor apaGmg, edge eiatancea, xncrete minimum thickmeaa, amonor embeamem
antl tightening torque
V
N
5. Veriry use f approvetl design mix
Periotlic
Y
N
6. Fresh xnxete sampling, perform slump and air content tests and determine temperature of
Continuous
COnCRIe
V
N
7. Inspection of concrete and shofcrele placement for proper applicaton techniques
Continuous
V
N
8. Inspecton far maintenance of specified curing tempereture and texniques
Periotlic
9. Inspection of prestressed xncrete:
V
N
a. Application ct prestressing fora
Continuous
V
N
b. Grouting of bonded prestressing tendons in the seismic -tome -resisting system
Continuous
10. Erection of precesl xncrete members
V
N
a. Inspect in axordance with constmction documents
In accordance with constmcton documents
V
N
b. Perform inspections of welling and bolting in acxmance with Section 1705.2
In accordanx with Section 1705.2
V
N
11. Verifcation of in -situ concrete strength, prior to stressing of tendons in post tensioned xncrete
Periodic
and prior to removal W shores and forms from beams and SlmGuml slabs
V
N
12. Inspection of formwork for shape, lines, location and dimensions
Periodic
V
N
73. Concrete strength testing and verification of xmpliance with instruction documents
Pedotlic
Notes:
1. The inspection and testing a9ent(s) shall be engaged by the Owner or the Owner's Agent, and not
by me Contractor Or Subxntraclor whose work is to be inspected or tested. Any xn0ict of interest
must be tlisclosed to the BuiHing OFfcial prior to xmmencing work. The qualifcetions of the
Special Inspeclor(s) and/or testing agencies may be subject to the approval of me Builtling O(fcial
and/or the Design Professional.
2. The list of Specal Inspectors maybe submitted as a separate document, if noted so above.
3. Special Insepcions as requiretl by Section 7704.2.5 are not required where me fabricator is
approvetl in axodance with IBC Section 7704.2.5.2
4. Observe on a random basis, operations need not be delayed pending these inspections. Perform
these tasks for each weldetl joint, boltetl connection, or steel element.
5. NDT of welds xmpleletl in an approvetl fabricators shop may be performetl by that fabricator
when approvetl by the AHJ. Refer to AISC 360, N7.
CONCRETE AND REINFORCING
1. CONCRETE SHALL CONFORM TO THE INDICATED REFERENCE CODES AND STANDARDS
EXCEPT AS MODIFIED BELOW:
ACIJ01 -"STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE"
ACI318 - "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE"
ACI305R - "HOT WEATHER CONCRETING"
ACI-306R - "COLD WEATHER CONCRETING"
ACI-304 -"GUIDE FOR MEASURING, MIXING, TRANSPORTING AND PLACING CONCRETE"
2. CONCRETE MIX SPECIFICATIONS
LOCATION COMP. SRENGTH W/C RATIO AIR CONTENT REMARK
FOOTING 3000 PSI (MIN. OF 5.5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE)
SLAB ON GRADE 3000 PSI (MIN. OF 5.5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE)
FOUNDATION WALL 3000 PSI (MIN. OF 5.5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE)
TOPPING N.A.
a. TOTAL AIR CONTENT IS SPECIFIED IN THE TABLE ABOVE. AIR CONTENT TOLERANCE SHALL BE
S 1q AND SHALL BE MEASURED AT THE POINT OF PLACEMENT. (AFTER PUMPING
IF APPLICABLE). ALL CONCRETE EXPOSED TO THE WEATHER SHALL HAVE AN APPROVED
ADMIXTURE TO ENTRAIN AIR-5%TOTAL AIR REQUIRED. CONCRETE THAT CAN BE SUBJECTED
TO FREEZING AND THAWING DURING CONSTRUCTION SHALL BE AIR ENTRAINED.
3. PROVIDE GRADE 60 KSI (A615) FOR CONCRETE STEEL REINFORCING
REQUIRED? (1'M)
MATERIAL/ACTIVITY
EXTENT
1705.4 Masonry Construction
(A) Level A, B antl C qualiy Assurence:
IilfO debt@I19111@@�$.C(
Y
N
1. Veriry compliance with approved submittals
(B) Level B Qnaliry Assarence:
Periodic
425-318-7047 (0)
Y
N
1. Verifcation offm and fAAC prior to instruction
(c) Laval c QmaSty Aaaurance:
Periotlic
425-318-0031 (C)
Y
N
1. Verifceiion ct Pm and PAAC prior to consauction and for every 5,000 SF during constmcton
Periotlic
Y
N
2. VerifcaOon of proportions of materials in premixed or preblended mortar, prestressing grout, and
Continuous
grout other than self -consolidating grout, as delivered to the project site
Y
N
3. Veriry placementMmasonry units
Periodic
(D) Levels B antl C Quality Assurence:
V
N
1. Verifcation ct Slump Flow and Visual Stability Index (VSI) of selfcansalitlating grout as delivered
Continuous
b the projeG
Y
N
2. Veriry compliance with approved submittals
Periodic
V
N
3. Verify proportions of site-mixetl mortar, grout and prestressing grout for bonded tendons
Periodic
Y
N
4. Verify grade, type, and size of reinforcement and anchor bolts, and prestressing tendons and
Periotlic
anchoregexs
Y
N
5. Verify nGmctionctmortar joints
Periotlic
Y
N
6. Veriry placement of reinforcement, connectors, and prestressing tendons and anchoreges
Level B -Periodic
Level C -Continuous
Y
N
7. Verify grout space prior to grouting
Level B -Periodic
Level C -Continuous
Y
N
8. Verify placement of grout antl prestressing grout for bontled tentlons
Continuous
Y
N
9. Verify six antl locetion of structural masonry elements
Periotlic
Y
N
10. Veriry type, size, and location of anchors, including details of anchorage of masonry to stmcurel
Level B -Periodic
members, frames, or other xnsbuGion. Level C -Continuous
Y
N
17. Verify welding of reinforcement (see 7705.2.2)
Continuous
Y
N
12. Verify preparation, xnstmction, and protestien of masonry tluring xM weather (temperature
below 40oF) or hot weather (tempereWre above 90oF)
Periotlic
�+s�t
Rl, Bq
Y
N
13. Veriry application and measurement of prestressing force
Continuous
P ES '""4+',\SR
Y
N
14. Verify placement of AAC masonry units and construction of thin -bed mortar joints (frst 5000 SF of
Continuous
v
� F. °� F
V
N
AAC masonry)
15. Verify placement of AAC masonry units and xnsfmcfion of thin -bed mortarjoints (after the frsl
Level B -Periodic
� �.�. x'�I
Y
N
5000 SF of AAC masonry)
16. Verify properties of thin -bed mortar for AAC masonry (frst 5000 SF of AAC masonry)
Level C -Continuous
Continuous
ur fir`
Y
N
17. Verify of thin -bed mortar forAAC masonry (after the first 5000 SF of AAC masonry)
Level B -Periodic
w''$$����
A"ir `'P n� �'rx/`` w
properties
Laval C - COnlinuOUS
i�rONAI :`A
V
N
18. Prepare grout and mortar specimens
Level B -Periodic
'mi
Level C -Continuous
Y
N
19. Observe preparation of prisms
Level B -Periodic
Level C -Continuous
1705.5 Wood Construction
V
N
1. Inspection of the fabricetion process of wxd stroctural elements and assemblies in accordance
Periodic
with Section 1704.2.5
V
N
2. For high-loatl diaphregms, verify gratle and thickness of stmcurel panel sheathing agree with
Periotlic
approved building plans
Y
N
3. For high -load diaphragms, verify nominal size of framing members at adjoining panel edges, nail
Periodic
Or staple diameter and length, number of fastener lines, and that spacing between fasteners in each
line and at edge margins agree with approved building plans
V
N
4. Metal-plate-connectetl wood tmsses spanning fi0 feet or greater: verify temporary antl permanent
Periotlic
restreint/bracing are installed in axordance with the approvetl tines submittal package
1705.E Soils
V
N
1. Verify materials below Shallow foundations are adequate to achieve the design bearing capacity.
2. Verify excavations are extendetl to proper depth and have reached proper material.
Periotlic
^ I � ^ L ETO
`V llJ-
Y
N
3. Pertartn Gassifcation and testing of controlled fill materials.
Periotlic
Y
Y
N
N
4. Verify use of proper materials, densities, and lift thicknesses during placement and wmpaction of
controlled fll
Periodic
Continuous
REM 0 D E L
5. Prior to placement of controlled fll, observe subgrade and verify that site has been prepared
Y
N
properly
Periodic
7705.7 Driven Deep Fauntlations
Y
N
1. Verify element materials, sizes and lengths imply with requirements
Continuous
Y
N
2. Detemrine capacities of test elements and wnduG additional load tests, as required
Continuous
Y
N
3. Observe driving operations and maintain xmplete and accurate reams for each element
Continuous
Y
N
4. Verify placement locations and plumbness, infirm type and size of hammer, ream number of
Continuous
blows per fob of penelmtion, tletertnine required peneUalions to achieve design capaGty, ream tip
and butt elevations antl tlocument any tlamage to fountlation element
Y
V
N
N
5. For steel elements, perform additional inspections per Section 1705.2
6. For concrete elements and xncrete-Oiled elements, perform additional inspections per Section
See Section 1705.2
See Section 1705.3
508 2ND AVE N,
V
N
1705.3
7. For specialty elements, perform additional inspections as determined by the registered tlesign
In accordance with xnstmcfion documents
EDMONDS, WA 98020
professional in responsible charge
Y
N
8. Pertoim atltliiional inspections antl tests in accomance with the constmcion documents
In accordance with conslmGion documents
7705.8 Casl-in-Place Deep Foundations
V
N
1.Observe tlrilling operations antl maintain xmplete and accurate rexrds for each element
Continuous
V N 2. Veriry placement locations and plumbness, confirm element diameters, bell tliameters (if Continuous
applicable), lengths, embedment into betlrock ('rf applicable) and adequate antl-bearing streta
rapacity. Record concrete or grout volumes
V
N
3. For xncrete elements, perform additional inspections in axordance with Section 1705.3
See Section 1705.3
V
N
4. Perform additional inspections and tests in accordance with the construcion documents
In accordance wim constmcfion documents
1705.9 Helical Pile Foundations
Y
N
1. Verify installation equipment, pile dimensions, tip elevations, foal depth, foal installation torque
Continuous
and other data as required.
V
N
2. Perfom� additional inspections and tests in aCCOmanoe with the construction documents
n aCCOmance with COnStmotion documents
7705.10.1 Structural Wootl Special Inspections For VNntl Resistance
Y
N
1. Inspection ctfeld gluing operations of elements of the main windforoeresisting system
Continuous
V
N
2. Inspection of nailing, bolting, anchoring and other fastening of components within the main
Periodic
windforce-resisting System
7705.10.2 Coltl-fortnetl Steel Special Inspections For Wlntl Resistance
Y
N
1.Inspection during welling operations of elements of the main wintliorce-resisting system
Periotlic
V
N
2.Inspections for screw attachment, bolting, anchoring and other fastening of components within the
Periodic
main windforce-resisting system
1705.10.3 Windresisting Components
DRAWING INFO
Y
N
1.Rxf clatlding
Periotlic
Y
N
2. Wall clatltling
Periotlic
ISSUE DATE 04-21-21
V N 7705.11.1 Structural Steel Special Inspections for Seismic Resistance In accomance with AISC 347
Inspection of s[ructurel steel in aexrtlance with AISC 347
ISSUED FOR
7705.17.25tructural Wootl Special Inspections for Seismic Resistance
Y
N
1. Inspection of fell gluing operafions of elements of the seismiuforoe resisting system
Continuous
PERMIT
V
N
2. Inspection of nailing, bolting, anchoring and other fastening of components within the seismic-
Periodic
PROJECT N0.21115
mroe-reaiatmg ayetem
7705.17.3 Coltl-fortnetl Steel Light -Frame Constmcton Special Inspections for Seismic
ENGINEER BB
Reaietan�e
V N 1. Inspection during welding operations of elements o(the seismic -force -resisting system Periodic
V
N
2. Inspections for screw attachment,bolting, anchoring and otherfastening of components within the
Periodic
,��, ,,,,,�„ „�„ ,�,-„ „
seismic -force -resisting system
STRUCTURAL AND MISCELLANEOUS STEEL
STEEL MEMBERS, HARDWARE, FASTENERS SHALL BE HOT DIPPED GALVANIZED OR EPDXY PAINTED PER ARCHITECT
REQUIREMENTS. ALL CUT, REPAIRED AND EXPOSED SURFACE SHALL BE PAINTED WITH (2) COAT OF 95%ZINC RICH
PAINT PER ASTM A780. COLOR TO MATCH EXISTING.
STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS:
TUBE COLUMNS: ASTM A500, GRADE B (Fy =46 KSI)
WIDE FLANGE COLUMNS / BEANASTM 572 GR50
STEEL PIPE: SCHEDULE 40, CONFORMING TO ASTM A53, TYPE E OR S, GRADE B (Fy= 35 KSI.)
ALL OTHER STEEL: ASTM A36 (Fy = 36 KSI) OR ASTM A992
BOLTS: ASTM A307 (WOOD/STEEL CONN)
BOLTS: ASTM A325/A490 WITH LOCK WASHERS (STEEL/STEEL AND STEEL/CONC CONN)
ANCHOR BOLTS: ASTM A307 (WOOD FRAMING)
ANCHOR BOLTS: ASTM A325 (STEEL FRAMING)
ALL SLIP CRITICAL CONNECTIONS SHALL BE ASTM A325 BOLTS AND SHALL BEENGINEER-APPROVED, SELF -LOAD
INDICATING TYPES, AND SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
STRUCTURAL STEEL WELDING
CONFORM TO THE AWS CODES D7.1 AND D1.3, AND USE ONLY CERTIFIED WELDERS. WELDS NOT SPECIFIED ARE TO BE
1/4" CONTINUOUS FILLET MINIMUM. INCREASE WELD SIZE TO AWS MINIMUM SIZES, BASED ON PLATE THICKNESS. USE DRV E70
ELECTRODES. ALL WELDING SHALL CONFORM TO THE AWS CODES, AND SHALL BE BV CERTIFIED WELDERS. WELDS NOT
SPECIFIED SHALL BE 1/4" CONTINUOUS FILLET MINIMUM. USE DRV E70 ELECTRODES.
DRAWING LIST
SHEET
NUMBER
SHEET NAME
ISSUE DATE
S-0
GENERAL NOTES AND
SPECIFICATIONS
04-21-21
S-1
FRAMING PLANS AND DETAILS
I)4-21-21
lif9D0 [OIRI: L
RECI
Apr 2
CITY OF
EXISTING CHIMNEY
FOUNDATION TO REMAIN
®
AG ® O
NEW 30"X30"X70"
FOOTINGW/4-N4 E.W.
O 4X4
w
P
8
S-7
O
w
4X6 O
® O O
/,
l7
III
2 P LL—
3/4"
SHEATHING
EDGE
FIELD
1
S-7
{MIN) APA PLYWOOD
WITH 10d
NAILING AND
NAILING
FLOOR
NAILS AT 6"
70tl AT 12"
INFILL EXISTING FIREPLACE
OPENING W/NEW 2X6
JOISTS AT i6" O.C.
___
BEAM
YI
P I
—____
__.__
4X6 BEAMS
4' O.C. TO REMAIN
—
—NEW 4X6
-1
UP
I
EXISTING
AT
II II
II II
II II
II II II II II II II II II I I
II II II II II II II II II I I
II II II II II II II II II I I
EXISTING JOIST 2X70
II II II II
II II II II
II II II II
I
I
I
II II
II II II AT 7s" TO REMAIN II II I
II II II II
II II
I I
PROVIDE JOIST
II II
II II II II II II II II II
II II II II
BLOCKING ABOVE
II II II
II II II II II II II II II I I
II II II II
I
STEEL BEAM
II II II
II II II II II 7 II II II I I
II II II II
SPLICE EXISTING
WITH NEW 2X10 AT
I
CUT JOISTS
16"TO
1
INFILL EXISTING
110d ANAI�ED
OFIIMNEV
TOGETHER
N
) N
II
I I
WITH
I
II II
II �_D�
II II II II II II II II II
II II r�=1� �_ ���-
II II II II
II I
II II I II II II II II
r�l—Yk—IK
II II II
I
8 u
I I III
I
PROVIDE HL55
CP�
ANGLE (BOTH ENDS)
I
II II II II II II II II II II II
a
NEW POST (BEYOND)
4X8
OD FLOOR
PER PLAN
PROVIDE L30 ANGLE
sHEATHING wIrH 7aa�Ar
NAILS AT 8"
(BOTH SIDES)
II I
II II II II II II II II II II II
EDGE NAILING AND �
12
II I
II II II II II II II II II II II
FIELD NAILING
NEW VY10X30 STEEL
PROVIDE DOUBLE
EXISTING FLOOR
BEAM (B-i) TO REPLACE
EXISTING LOAD
BLOCKING UNDER
FRAMING TO REMAIN
II _ _ I
-BEARING
II II II II II WALL BELOW II II II
II II II II
I
NEW POST
NEW POST
II II
II II II II II II II II II II II
II II II II
I
ABU POST BASE
PER PLAN
II
a 5/a"x4•
II II
II
II II II II II II II II II II II
II II II II
I
STRONG BOLT2
4-#4 E.W.
II II
II II II II II II II II II II II
EXISTING JOIST 2X10
II II II II
I
II II
II II II
II II II AT 1s^ TO REMAIN II II II II
II II II II II II II II II II II
II II II II
II II II II
I
I
• �' rc o
�.� Q
�•
_ � ..,-^.._.. ^
� 1 FOUNDATION PLAN � 1 MAIN FLOOR � 1 UPPER FLOOR �1 Detail 2
LJ 1/4" = t,_0�� U 1/4" = t�_p�� U 1/4" _ ��_��� U 3/4" _ �,-0"
,�
� � / /
�� i/
� i/
�� i/
��i/
yJ — _ — — _ _ — — — — — — —
EXISTING ROOF TRUSSES
TO REMAIN (NO CHANGES)
NEW STEEL BEAM PER PLAN �
TO REPLACE EXISTING STUD
WALL BELOW , ,
i
3"SDS SCREW AT 12" I
NEW POST (BEYOND) ��
EXISTING FLOOR PER PLAN I
FRAMING TO REMAIN I
./
PROVIDE 2X4 STUD NAILED TO
EXISTING POST W/ 70d AT 6';
qBU POST BASE
PROVIDE ACE POST CAP
65/8"X4'
(BOTH SIDES)OR SIMILAR
STRONG BOLT2
EXISTING CHIMNEY
FOUNDATION TO REMAIN
Detail 1
1;/d" _ .
PROVIDE BLOCKING
BETWEEN JOISTS
I� 3"SDS AT 36"(PRE-
DRILLEDHOLES
MAYBE REQUIRED)
PROVIDE HL55 ANGLE
I WITH (4) 7/2"X3" LAG
I BOLT AND (2) 1/2" BOLT
st
ENSnrvG CNIMNEV
F-1 FOUNDATION TOREM1WIN
NEW 30-X30'X10' O
FOOTINOWIO-A9 E.W. w
8
s-+ P w
P1 � 0 0
'�
NEW BEAM, JOISTS,
SHEATHING AND n FOUNDATION PLAN
NAILING PER PLAN 1/4" = 1'-0"
NOTES:
SAC POST CAP F-1, P-1 AND B-1 DENOTES FOOTING, POST
(BOTH SIDES) AND BEAM CALLOUT PER CALCULATIONS
4X4 POST
EXISTIN FTG-, , i_i i ,_, , ,_
TO REMAIN
SINGLETON REMODEL
STRUCTURAL CALCULATIONS
II II II II II II II II II II II II II II II II II II II
II II II II II II II II II II II II II II II II II II II
II II II II II II II II II II II II II II II II II II II
<--�� EXISTING JOIST R%f0
II II II II II AT t3'TO REM4IN II II II II II II II II
II II II II II II II II II II II II II II II II II II II
II II II II II II II II II II II II II II II II II II II
II II II II II II II II II 7 II II II II II II II II II
I II II II II II II II II 7 II II II II II II II II II
II II II II II II II II II II II II II II II II II
II II II II II II II II II II II II II II II II II II II
II II II II II II II II II II II II II II II II II II II
u o�^ II a ��Ir� � ��ryr_�xar_�I��I-1C-a
II I II II I I II II II II I III II II II II I II II II
I II II II II II II II II II II II II II II II
II I II II II II II II II II II II II II II II
II I II II II II II II II II II II II II II II II
II I II II II II II II II II II II II II II II II
II I II II II II Nkw wtoxio STEEL II II ApR�,II 111 II II
II I II II II II II SE.%I�sTnuGtioAO-EEAa NG II —Ir II II II
II _ _ I II II II II II ;ALL BELGw II II II II II II II
II II II II II II II II II II II II II II II II II
II II II II II II II II II II II II II II II II II II II
II II II II II II II II II II II II II II II II II II II
II I� I I� piteTO REeuIN tE II II II II II II II II
II II II II II II II II II II II II II II II II II II II
APORTANT NOTES ON FIELD VERIFICATIONS AND TEMPORARY SHORING:
CONTRACTOR SHALL REVIEW STRUCTURAL DRAWINGS AND FIELD VERIFY ALL RELATED
XISTING FRAMING 8 DIMENSIONS PRIOR TO ANY FIELD WORK. NOTIFY THE
NGINEER/OWNER ANV DISCREPANCIES FOUND IN THE FIELD. STRUCTURAL DRAWINGS MAY
OT CORRECTLY REFLECT ALL EXISTING FRAMING DUE TO LIMITED ACCESS TO THE SITE
ND EXISTING DRAWINGS.
CONTRACTOR SHALL FIELD VERIFY AND NOTIFY THE ENGINEER/OWNER OF EXISTING
IECHANICAL DUCTS, PLUMBING PIPES, ELECTRICAL WIRES THAT MAY INTERFERE WITH
iRUCTURAL WORKS FOR COST CONSIDERATIONS PRIOR TO ANV FIELD WORK.
CONTRACTOR IS SOLELY RESPONSIBLE IN PROVIDING PROPER TEMPORARY SHORING
RIOR TO REMOVING ANY STRUCTURAL ELEMENTS. PLEASE CALL ENGINEER FOR
UESTIONS
.ALL FOOTINGS SHALL BEAR ON SUITABLE SOIL SUCH AS MIN. OF MEDIUM DENSE NATIVE
l8J OIL OR COMPACTED STRUCTURAL FILL (NO SOFT OR ORGANIC MATERIALS).
EOTECHNICAL ENGINEER MAV BE REQUIRED TO ASSESS EXISTING SOIL CONDITIONS.
FOR FRAMING LUMBER TYPES AND GRADES, AND CONCRETE MIX REQUIREMENTS
LEASE SEE S-0
FOR PLYWOOD/OSB SHEARWALL SCHEDULE, PLEASE SEE S-XX (N/A)
FOR COMMON HEADER FRAMING DETAIL AND HEADER SIZE, SEE S-XX (N/A)
PROVIDE (2) 2X6 OR (3) 2X4 STUD POSTS AT EACH END OF BEAMS, UNLESS NOTED
THERWISE ON PLAN
SLAB ON GRADE SHALL BE MIN. 4" THICK WITH #3 AT 18" EACH WAY (AT MID -DEPTH) ON 6"
OMPACTED CRUSHED ROCK. PROVIDE 1" SAWCUT JOINT AT 75 FT MAX. SPACING (EACH
IAV)
FLOOR SHEATHING SHALL BE 3/4"PLYWOOD OR OSB WITH 10d AT 6" NAILING AT EDGES
ND AT 12" AT FIELD
ROOF SHEATHING SHALL BE 1/2" PLV WOOD OR OSB WITH 8d AT 6" NAILING AT EDGES AND
i 12" AT FIELD
'
.TRUSS FRAMING LAYOUT SHOWN IS GENERAL CONCEPT ONLY. CONTRACTOR/ TRUSS
r.T MAIN FLOOR
n UPPER FLOOR
UPPLIER MUST SUBMIT TRUSS SHOP DRAWINGS INCLUDING TRUSS TEMPORARY/
ERMANENT BRACING PLANS FOR ENGINEER'S REVIEW
1/4"= 1'-0"
1/4" = 1'-0"
TRUSS FRAMING PROFILE/ LAYOUT SHOULD CONFORM TO BOTH STRUCTURAL AND
RCHITECTURAL DRAWINGS. ANV DEVIATIONS SHALL BE APPROVED BV ENGINEER/
RCHITECT PRIOR TO TRUSS DESIGN WORK.
.TRUSS DEFLECTION CRITERIAS:
LOOR/DECK TOTAL LOAD = V4B0 ROOF TOTAL LOAD = V240
LOOR/DECK LIVE LOAD = V600 ROOF SNOW LOAD = U300
MAXIMUM TOTAL LOAD DEFLECTION SHOULD NOT EXCEED 1.0" IN ALL CASES
FLOOR/ROOF FRAMING LAYOUT AND CONNECTORS (SUCH AS LUMBER PACKAGE BY
UPPLIERS) MUST BE SUBMITTED FOR ENGINEER'S REVIEW PRIOR TO CONSTRUCTION
RAMING SYMBOLS:
24 SIMPSON WSW STRONG p CONTINOUS
SS POST
� WALL (24"WIDE)
o�
RECEIVED
\SIB SHEARWALL QR BELOW TH S FLOOR
Apr 23 2021
� SHEARWALL HOEDOWN lJ TH STFLOOR SAT
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
LEGEND AND NOTES
.,.ate
e`� _`
�L3a `y� \
Y dj� l i
��=E%�
�`/ONFL
+�T�
SINGLETON
REMODEL
508 2ND AVE N,
EDMONDS, WA 98020
Page 1 of 4
into@b2engineers. tour
425-318-7047 (0)
425-318-0031 (C)
5 �y1 B,1
ps�oc wnsN/tic
SINGLETON REMODEL
psi
ro
508 2ND AVE N, EDMONDS, WA 98020
STRUCTURAL DESIGN
1
e
q�GCrURALENea���
PROJECT NO: 21115 DATE:04/21121
SSiONAL ENG\�
PREPARED BY: BASRI BASRI PE, SE
Desi n Criteria
International Building Code (IBC) 2018
American Society of Civil Engineers (ASCE) 7-16
Structural design of beam, post and footing to replace existing interior bearing wall. The beam will be
supporting upper floor framing. The existing roof are trusses and not bearing on the interior walls.
Please see attached calculations for your reference
#P20
crltieal Areas File#:
City of Edmonds
a
v
❑ Initial Determination -$110
Development Services Department
❑ Subsequent Determination -$55
Plannrng Drvrsron
Phone: 425.771.0220
/o
Date Received:
www.edmondswa.gov
e � �'
Date Mailed to Applicant:
The purpose of this checklist is to enable City staff to A property ovmer, or an authorized representative, must
detemdne whether any critical areas and/or buffers are fill out the checklis; sign and date i; and submit it m the
located on or adjacent ro the subject property. Cridral City. Staff will review the checklist, conduct a site visit,
areas, such as wdlaads, streams and steep slopes, me and make a ddermiamion of whether there are «itiwl
ecologically sensitive m harardous areas thaz are areas and/or cddcal area buffers on oa near the site. If a
regulated ro protect thew fimcdons and values. The City's "Critical Area Present" determination is issued, a report
critical area regulations are wntained within Edmonds addressing the applicable critical area requirements of
Commtmity Development Code (ECDC) Chapters 23.40 ECDC Chapters 23.40 through 23.90 rosy be required
through 23.90. depending on the ecape of the proposed activity.
Property Owner's Authuri�tian
By my signanmc,l certify thaz the inf lion and exhibits herewith submitted are true and corsect to the best of my
knowledge and grant my permission for the public of5cials and the staff of the City of Edmonds ro enter the subject
property for the pugxues of inspection attendant ro this application. The undersigned owner, and his/her/its heirs, and
assigns, in consideration on the processing of the application agrees ro release, indemnity, defend and hold the City of
Fdmo�s harmless from any and a41 damages, including reasonable atromey's ftes, arising from any action or in6action
based in whole or pan upon falec(misl actin , inaccurafc or incomplctc int anon funrished by We applicant hisPoer/iu
agents aemployees. /
SIGNATURE OP OWNER I•'•���N! DATE II'�I IT��
Owner: AppticanGAgent:
�,e1�i.n St,n�e�kotn C �a\.�, Al,atit:,\\A
NFame 1 (Name
\oi171n(�_ �� \��� �(�SnA L�AC� ��9.1A
Street Addres1s 1 (] Sheet Address,1 \ 1 (�
`AAA fl..1 (vS (,l� Q�Q�� �NA TCA(,� �AIiC Q]JOJ,c7
City r( _ State Zip City rr State Zip
TelephondC���J� Io��`l�`Iq Telephonet�Z51 -I-ll, i�11
Email eddress:�; �tN(,����WFsn f �iAElnail Address: C C7.�(�Cs� �f'P(,hAn(( (nAlc
Revered on 1/4/I] PIO- LYtlicvl Areas CAecklvl Pnge I oJ1
BEAM B-1 (W10X30)
BeamChek v20191icensed to: B2 Engineers Reg # 5508-68754
SINGLETON
B-1
Date: 4/08/21
Selec#on
W tOx 30 50 ksi Wide Flange Steel
Lateral Support: Lc = 5.2 ft max.
Conditions
Actual Size is 5-3/4 x 10-1/2 in.
Min Bearing Length R7= 0.8 in. R2= 0.9 in. (1.0) DL Defl= 0.22 in Recom Camber- 0.33 in
Data
Beam Span
20.75 ft Reaction 1 LL
5603 # Reaction 2 LL 5603 #
Beam Wt perfl
30.0 # Reaction 1 TL
8290 # Reaction 2 TL 8290 #
Bm Wt Included
623 # Maximum V
8290 #
Max Moment
43002'# Max V (Reduced)
N/A
TL Max Defl
L / 310 TL Actual Defl
L 1369
LL Max Defl
L / 400 LL Actual Defl
L / 546
A#ributes
Section in'
Shear in' TL Defl in
LL Defl
Actual
32.40
3.14 0.67
0.48
Cdtical
15.64
0.41 0.80
0.62
Status
OK
OK OK
OK
Ratio
48%
13% 84%
73%
Fb si Fv si
E si x mil
Values
Ref. Value Fy
50000 50000
29.0
Ad'usted Values
33000 20000
28.0
Adjustments
YP Fodor, Lc
0.66 0.40
Loads
Uniform LL: 540 Uniform TL: 768 =A
Uniform Load A
0 0
R1 = 8290 R2 = 8290
SPAN = 20.75 FT
Uniform and partial uniform loads are Ibs per lineal fl.
Page 4 of 4
COLUMN P-1 (4X6)
BeamChek v20201icensed to: B2 Engineers Reg # 5508-88754
SINGLETON REMODEL POST
Prepared by: Date: 4/16/21
Selection 4x 6 Hem -Fir #2 Solid Wood Column
Conditions NDS 2015, Using values for 2x and 4x solid sawn, Dimension Lumber.
Data
Load
8290 #
Column Area 19.25 in'
Kf 1.00
Actual Height
8.0 ft
le d1 Effective Ht 0 in
c 0.80
Unbraced L7
0.0 ft
le d2 Effective Ht 96 in
KcE 0.30
Unbraced L2
8.0 ft
Ke Buckling Mode 1.0
FcE 1281
Fc �� (psi) E (psi x mil)
Attributes and Values Controlling
d is 5.5 inches
Reference Values
1300 1.3
le/d
psi
Area (ins)
Adjusted Values
932 1.3
Actual 17
431
19.25
CF Size Factor
1.10
Critical 50
932
8.89
Cd Duration
1.00
Status OK
OK
OK
Cm Wet Use
1.00 1.00
Ratio 34%
46%
46%
Cp Stability
0.65
Note: A wood plate under this column must have an Fc value, perpendicular to the grain, greater than 431 psi.
CHECK FOOTING F-1
POST LOAD = 8300 LBS
ALLOWABLE SOIL BEARING PRESSURE = 1500 PSF
TRY 30"X30"X10" FOOTING
FOOTING CAPACITY = 2.5X2.5X1500 PSF=9375 LBS > 8300 LBS OK/
#P20
CA File No: __
Critical Areas Checklist
Site Information \ 1
1, Sife Address/Location: SO��7 Vtc� N �tnn S�lnC+.r-, 111 it �'1 Q,OZ�
2. Property Tax Accotmt Number: !_��li �%u�i7 �i 5'��
3. Approximate Site Size (aces or sgtrare feet): i�1g-Iei 5.�.
4. Is this site currently developed? ❑Yes �No
If yes, how is the site developed?
5. Describe the general site topography. Check all that apply.
I1Q Flat to Rolling: No slope on/adjacent to the site or slopes generally less gwn IS% (a vertical
rrse of 10.feetover a hodzonml distanrn of 66feet).
Moderate: Slopes present on/adjacent to site of more than 15%and less than 40% (a vertical
use of 10.feet over a horizontal distance of 25 ro 66feet).
Steep: Slopes of greater than 40% presern on/adjacent to site (a vertical rise of 10-feet over a
horizontal distance o[ less than 25-feet).
Have there been landslides on or neaz the site in the past? ❑Yes �No
If yes, please describe:
7. Site contains areas of year-round standing water? ❑Yes (approx. depth:,_) f�Io
8. Site contains areas of seasonal standing water? ❑Yes (approx. depth ) ,�lo
If yes, what seasons) of the yeaz?
9. Site is in the floodway or floodplain of a water course? ❑ Floodway ❑ Floo¢plain
30. Site contains a seek or an area where water flows across the grotmds surface? O Yes �No
If yes, are flows year-round or seasonal? ❑Year-round ❑ Seasaatal (tmae of yeaz: _)
11. Obvious wetland is present on site? ❑Yes
Por City Staff Uee
Zoning:
56 maPPed � type(sY
3. Critical Auras inventory or C.A. map indiretes Cddcal
4. Site within designated North FAmoMs Hann Subsidence and Landslide Hazazd Area (FS7-ILA)?
D6PERMINATION
CRITICAL AREAS PRESENT WAIVER
RevisM nn I/4/A] P20-Oirical Areas CAzNirs
Page I oft
Page 3 of 4
Apr 23 2021
CITY OF EDMONDS
VELOPMENT SERVICES
DEPARTMENT
o E
N
� Q � O
O�°ieD m
�o�� E
� z Lli D`A
Own �
�OZin�J
=tn� V
(> u1 p 2 N
YL LOwd-O
W
v
Z
W
..La
VI
W
Z
O
�.�..�
.Jn
V
..Z
VI
N
Z
�_
H
Q
J
U
J
Q
U
W
N
nn
DATE:
4/22/2021
SCALE: t/a^=ro��
EET:
S L