APPROVED BLD2024-1204+Architectural_Plan+8.29.2024_5.48.12_PM+4471986COOK RESIDENCE
CA MEL O T CONDOMINIUMS
510 FORSYTH LANE, UNIT 206
EDMONDS, WA 98020
rA I,- IA Irr P-f
SIDESWAY ENGINEERING, PLLC
CONTACT: CHRIS BERNARDS
20305 87TH AVENUE WEST
EDMONDS, WA 98026
LEGAL DESCRIPTION
APPLICANT
APRIL COOK (HOMEOWNER)
510 FORSYTH LANE, UNIT 206
EDMONDS, WA 98020
THE EAST 180 FT OF THE FOLLOWING DESCRIBED TRACT
ALL THAT PORTION OF THE SW 114 OF NW 114 OF SECTION 25 TOWNSHIP 27
NORTH RANGE 3 E. W.M. DESCRIBED AS FOLLOWS: BEGINNING AT A POINT
375 FT SOUTH & 30 FT EAST OF NW CORNER OF SAID SW 114 OF NW 114
THENCE SOUTH 246 FT THENCE EAST 300 FT THENCE NORTH 246 FT
THENCE WEST 300 FT TO POINT OF BEGINNING - SITUATED IN SNOHOMISH
COUNTY, STATE OF WASHINGTON
Forsyth Ln
Community 10
4Shamrock Plaza Condo
O
VICINITY MAP
SCALE: NTS
WEST ELEVATION
SCALE: NTS
rn
n Pine
Pla,
a
Fir PI
CONTRACTCI
SKYEHOOK COACONTACT:
KEN
4118 ASHWOR
SEATTLE, WA 98103
ALL WORK SUBJECT
SCOPE OF WORK
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
TION COMPANY
1
REMOVE A PORTION OF THE INTERIOR BEARING WALL WITHIN UNIT 206
TO OPEN UP THE KITCHEN TO THE LIVING AREA. INSTALL A NEW
GLULAM BEAM AND SUPPORT COLUMNS DOWN TO THE EXISTING
FOUNDATION SYSTEM.
n--A l-.r -1-1
APPROVED
PLANS MUST BE
N JOB SITE
� e
SITE PLAN
SCALE: 1116" = 1 '-0"
I
All fire rated assemblies shall be
restored or maintained.
=FOR e Aw�
t 0 AT
City Of Edmonds
Building Department
Work REMODEL
-------------------------------------------
Address 510 FORSYTH #206
---------------------
-----------------
Owner COOK
Approved Date 09/25/2024
Building Official' Eri &
Permit Number BLD2024-1204
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SCALE: 3/16" = 1 '-0"
CODE
ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS,
SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC) AS AMENDED BY THE JURISDICTION.
SPECIFICATIONS AND STANDARDS REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION.
DESIGN LOADS
LIVE LOADS:
SNOW 25 PSF
RESIDENTIAL 40 PSF
WOOD FRAMING
ALL WOOD FRAMING SHALL BE PERFORMED IN ACCORDANCE WITH IBC CHAPTER 23, ANSI/AWC
"NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", AND AITC "TIMBER CONSTRUCTION
MANUAL ".
SAWN LUMBER SHALL BE IDENTIFIED BY THE GRADE MARK OF AN AGENCY APPROVED BY AN
ACCREDITATION BODY COMPLIANT WITH DOC PS 20. ALL GRADES SPECIFIED IN THE STRUCTURAL
DRAWINGS ARE MINIMUM STANDARDS AND SHALL BE AS FOLLOWS:
1 STUDS, PLATES, AND BLOCKING DOUG-FIR STUD GRADE
1 JOISTS DOUG-FIR #2
• BEAMS AND HEADERS DOUG-FIR #2
• POSTS AND TIMBERS DOUG-FIR #2
WOOD FRAMING SHALL BE KILN -DRIED TO A MAXIMUM MOISTURE CONTENT OF 19%. ALL WOOD IN
CONTACT WITH CONCRETE OR MASONRY, OR EXPOSED TO EARTH OR WEATHER SHALL BE PRESSURE
TREATED IN ACCORDANCE WITH AWPA STANDARD U1 AND M4 FOR THE SPECIES, PRODUCT,
PRESERVATIVE, AND END USE REQUIRED.
GLUED LAMINATED TIMBER SHALL BE MANUFACTURED AND IDENTIFIED IN CONFORMANCE WITH
ANSI/AITC A190.1 AND ASTM D3737. UNLESS OTHERWISE SPECIFIED, ALL GLUED LAMINATED TIMBERS
SHALL BE DOUGLAS FIR SPECIES. SINGLE SPAN BEAMS SHALL BE COMBINATION 24F-V4 AND MULTI -SPAN
BEAMS OR BEAMS THAT CANTILEVER SHALL BE COMBINATION 24F-V8. ALL EXPOSED GLULAMS SHALL
HAVE AN ADDITIONAL TENSION LAMINATION SUBSTITUTED FOR A CORE LAMINATION ON THE TENSION
SIDE OF UNBALANCED 24F-V4 BEAMS AND ON BOTH SIDES OF BALANCED 24F-V8 BEAMS.
STRUCTURAL WOOD PANEL SHEATHING USED ON WALLS, FLOORS, OR ROOFS SHALL CONFORM TO
THEIR SPECIFIC REQUIREMENTS IN DOC PS 1, DOC PS 2, OR ANSI/APA PRP 210. PLYWOOD SHALL BE
GRADE C-D WITH EXTERIOR GLUE. REFER TO IBC SECTIONS 2303.1.4, 2304.6, AND 2304.7 FOR ADDITIONAL
COMPLIANCE REQUIREMENTS.
PRE -MANUFACTURED JOISTS, BEAMS, AND TRUSSES
PRE -MANUFACTURED JOISTS, BEAMS, AND TRUSSES SHALL BE SIZED, SPACED, AND DETAILED TO
MATCH THE LOADING AND DIMENSIONAL REQUIREMENTS INDICATED ON THE STRUCTURAL DRAWINGS.
TRUSSES SHALL COMPLY WITH IBC 2303.4, I -JOISTS SHALL COMPLY WITH IBC 2303.1.2, AND COMPOSITE
BEAMS SHALL COMPLY WITH 2303.1.9. THE MANUFACTURER'S DESIGNER IS RESPONSIBLE FOR CODE
COMPLIANCE AND SHALL PROVIDE SHOP DRAWING AND CALCULATION SUBMITTALS AS SPECIFIED.
ENGINEER AND BUILDING OFFICIAL APPROVAL IS REQUIRED PRIOR TO FABRICATION OF
PRE -MANUFACTURED COMPONENTS.
PROVIDE TEMPORARY BRACING UNTIL SHEATHING AND PERMANENT BRACING IS INSTALLED IN
ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. THE MANUFACTURER SHALL PROVIDE ALL
SPECIALTY ITEMS REQUIRED FOR A COMPLETE INSTALLATION OF THE SYSTEM (INCLUDING BUT NOT
LIMITED TO FULL DEPTH BRIDGING, BLOCKING, WEB STIFFENERS, AND PRODUCT SPECIFIC
CONNECTORS.
NAILS, SCREWS, BOLTS, AND CONNECTORS
REFER TO THE PLANS, NOTES, AND DETAILS FOR ALL NAILING REQUIREMENTS. NAILING NOT SPECIFIED
SHALL BE PER IBC TABLE 2304.10.1. ALL NAILS SHALL CONFORM TO THE STANDARD DIMENSIONS OF
COMMON NAILS AS DEFINED BY THE NDS AND SHALL MEET THE FOLLOWING MINIMUM GUIDELINES:
1 8d = 0. 131 "O x 2 112 "
• 10d = 0.148";O X 3"
• 16d = 0. 162"O x 3 112"
10d BOX NAILS (0.128"O x 3') MAY BE SUBSTITUTED FOR 8d COMMON NAILS WITH NO CHANGE IN NAIL
SPACING. FRAMING MEMBERS MAY BE NAILED WITH 16d SINKERS (0.148"O x 3 1/4'), BUT ONLY 16d
COMMON NAILS SHALL BE USED WHERE 16d NAILS ARE INDICATED IN THE DRAWINGS. OTHER NAILS MAY
BE SUBSTITUTED ONLY WITH THE ENGINEER'S APPROVAL PRIOR TO START OF CONSTRUCTION.
ALL LAG SCREWS AND BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE STANDARD
CUT WASHERS UNDER THE HEADS AND NUTS OF ALL LAG SCREWS AND BOLTS BEARING ON WOOD.
LEAD HOLES FOR BOLTS SHALL BE PROVIDED AND SHALL BE A MINIMUM OF 1132" AND A MAXIMUM OF
1116" LARGER THAN THE BOLT DIAMETER. LEAD HOLES FOR LAG SCREW SHANKAND THREADS SHALL BE
PER NDS 12.1.4.2.
ALL WOOD CONNECTORS SHALL BE SIMPSON STRONG -TIE OR ENGINEER APPROVED EQUIVALENT.
CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS
USING THEIR SPECIFIED NUMBER AND SIZE OF FASTENERS. IF STRAPS CONNECT TWO MEMBERS, PLACE
112 OF THE NAILS, SCREWS, OR BOLTS INTO EACH MEMBER.
ALL NAILS, SCREWS, BOLTS, AND METAL CONNECTORS IN CONTACT WITH PRESSURE TREATED OR FIRE
RETARDANT TREATED WOOD SHALL BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM A 153.
WOOD FRAMING GENERAL NOTES
SILL PLATES BEARING ON CONCRETE FOUNDATIONS SHALL BE PRESSURE TREATED AND SHALL ATTACH
TO THE CONCRETE WITH 1/2"O ANCHOR BOLTS EMBEDDED 7" MINIMUM. PLACE ANCHORS AT 4'-01' OC
MAXIMUM FOR SHEAR WALLS AND AT 6'-0" OC FOR BEARING AND PARTITION WALLS. USE A MINIMUM OF
(2) ANCHOR BOLTS PER SILL PLATE AND PLACE ONE WITHIN 12" OF EACH END OF EACH PIECE. REFER TO
THE SHEAR WALL SCHEDULE FOR MORE STRINGENT ANCHORAGE SIZE AND SPACING REQUIREMENTS.
CONTRACTOR SHALL INSTALL 3 GAUGE PLATE WASHERS BENEATH EACH NUT AT EACH ANCHOR BOLT IN
A SHEAR WALL THAT EXTEND TO WITHIN 112" OF SHEATHED EDGE.
ALL SHEAR AND/OR BEARING WALLS SHALL BE FRAMED WITH 2x STUDS 0 16" OC. REFER TO PLAN
NOTES FOR TYPICAL HEADER SIZES NOT SPECIFICALLY CALLED OUT. ALL HEADERS SHALL BE
SUPPORTED BYA MINIMUM OF (1) CRIPPLE AND (1) FULL HEIGHT STUD. COLUMNS BELOW FLUSH FRAMED
MULTIPLE JOIST BEAMS SHALL BE EQUAL IN WIDTH TO THE BEAM. ALL COLUMNS NOT CALLED OUT SHALL
BE (2) STUDS. BEAMS SHALL HAVE FULL BEARING ON COLUMNS AND POSITIVE CONNECTION SHALL BE
PROVIDED.
PROVIDE SOLID BLOCKING BETWEEN JOISTS AND RAFTERS AT ALL SUPPORTS, AT 8'-0" OC MAXIMUM
SPACING BETWEEN SUPPORTS, AND BENEATH PARTITIONS PERPENDICULAR TO THE DIRECTION OF
FRAMING. INSTALL DOUBLE JOISTS UNDER PARTITIONS EXTENDING ONE HALF OR MORE THE JOIST SPAN.
MINIMUM NAILING REQUIREMENTS SHALL BE PER IBC TABLE 2304.10.1. THE USE OF NAIL GUNS IS
APPROVED IF NAILING INTO THE DIAPHRAGMS IS FLUSH WITH FACE OF SHEATHING. NAIL PENETRATIONS
GREATER THAN 1116" ARE NOT ACCEPTABLE.
NOTCHES AND HOLES IN WALL STUDS ARE ALLOWED WITHIN THE PARAMETERS OF IBC SECTIONS
2308.5.9 AND 2308.5.10. NOTCHES AND HOLES IN JOISTS AND RAFTERS ARE ALLOWED WITHIN THE
PARAMETERS OF IBC SECTIONS 2308.4.2 AND 2308.7.4.
GENERAL NOTES
CONTRACTOR SHALL VERIFYALL DIMENSIONS AND FIELD CONDITIONS FOR COMPATIBILITY WITH THE
PLANS, SPECIFICATIONS, AND REFERENCED STANDARDS BEFORE PROCEEDING WITH ANY WORK. THE
MOST STRINGENT REQUIREMENT SHALL GOVERN ANY CONFLICT UNLESS APPROVED IN WRITING
OTHERWISE. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN TEAM
BEFORE PROCEEDING.
CONTRACTOR SHALL BE RESPONSIBLE FOR STRENGTH AND STABILITY OF ANY PARTLY COMPLETED
STRUCTURE. CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND SHALL PROVIDE
TEMPORARY SHORING AND SUPPORT AS REQUIRED UNTIL THE STRUCTURE HAS BEEN COMPLETED.
DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT
SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF
CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE DESIGN TEAM.
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PERMIT SUBMITTAL
PROJECT NO.:
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DESIGNED BY:
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CHECKED BY:
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SHEET TITLE. -
NOTES &
FOUNDATION PLAN
SHEET NO.:
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SCALE: 3/16" = 1 '-0"
FLOOR FRAMING PLAN NOTES:
1. REFER TO THE STRUCTURAL NOTES AND TO THE TYPICAL WOOD FRAMING DETAILS FOR FRAMING
REQUIREMENTS NOT SPECIFICALLY SHOWN ON THE FLOOR FRAMING PLAN OR CONTAINED IN THESE
PLAN NOTES.
2. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A SHORING SYSTEM TO SUPPORT THE (2)
FLOORS & ROOF ABOVE AS REQUIRED TO DEMOLISH THE EXISTING STRUCTURE AND INSTALL THE
NEW BEAM. DESIGN OF THIS SYSTEM IS TO BE PROVIDED BY THE CONTRACTOR.
SIMPSON A35 AT EXT
WALLS WITH SPANS
GREATER THAN 6'
(6) 0.131"0x3"
NAILS EA END
TYPICAL WALL STUDS
PER PLAN OR NOTES
TYP BUILT-UP STUD
NAILING
(1) FULL HT STUD UNO ON PLANS
OR COLIHOLDOWN SCHEDULES
TYPICAL HEADER DETAIL
SCALE: 1"= 1'-0"
LENGTH OF NOTCH SHALL I'
SQ
NOT EXCEED 1/3RD THE 0
JOIST DEPTH li
O
PRE -DRILL HOLE AT
CORNERS OF NOTCHES.
DO NOT OVERCUT
NOTCH AT END OF
JOISTS SHALL NOT
EXCEED 1/4 THE JOIST
DEPTH. DO NOT NOTCH
WHERE PRACTICABLE.
MAX HOLE 0 SHALL NOT
EXCEED 40% THE STUD
DEPTH (LE. 2 1/4" FOR 2x6,
1 1/4" FOR 2x4). MINIMIZE
HOLE DIAMETER WHERE
POSSIBLE.
X
W
O
'I OR HOLE 0
1/4 OF STUD
WIDTH MAX
Z
N
5/8"MIN CLR
TO EDGE
DBL TOP PLATE
PER TYP DETAIL
BEAM/HDR PER PLAN
AND NOTES
JACK STUDS PER PLAN,
NOTES, OR COL SCHED
MAX HOLE 0 SHALL NOT
EXCEED 1/3 THE JOIST DEPTH
(LE. 3" FOR 2x10, 3.75" FOR 2x12).
MINIMIZE HOLE DIAMETER
WHERE POSSIBLE.
O '
♦• O
jm
U 06
?CL
BOO
N
2x JOISTS PER PLAN OR
SCHEDULE. REFER TO MFR
RECOMMENDATIONS FOR
I -JOIST HOLES AND NOTCHES.
NOTE:
1. NOTCHES ARE NOT PERMITTED IN THE
MIDDLE 1/3 OF THE JOIST SPAN.
2. NOTCHES ARE NOT PERMITTED ON
THE BOTTOM (TENSION FACE) OF
JOISTS WHERE THE WIDTH IS 4x OR
GREATER.
ALLOWABLE HOLES & NOTCHES
SCALE: 1"= 1'-0"
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06/ 01/ 23
REV.
DATE
DESCRIPTION
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06107123
PERMIT SUBMITTAL
PROJECT NO.:
23014.01
DESIGNED BY:
JMD
DRAWN BY.•
JMD
CHECKED BY:
CAB
SHEET TITLE:
FIRST
FLOOR
FRAMING PLAN
SHEET NO.:
S2.2