REVIEWED RESUB 1+Structural_Plans+12.28.2022_9.55.25_AM+3287424LEGEND
[a
SHEARWALL TYPE, SEE SHEARWALL SCHEDULE Shearwall Schedule
LSTHD8
(2) 2x HOLDOWN MODEL AND MIN STUDS REQUIRED, SEE
HOLDOWN SCHEDULE NOTE:
\ 1 One side sheathed with 15/32" plywood or 7/16" OSB. 8d nails @ 6" o/c at all plywood panel STRUCTURAL ENGINEERING DETAILS AND INFORMATION FOR LATERAL LOAD SHOWN IN
2 SHEARWALL GRID LINE FOR REFERENCE ❑
edges. 12 I' O/C in field. Where indicated on plans, where installed over timber framing, Install THIS SHEET WAS PREPARED BY CLEMENS J. ROSSELL, P.E., CJR ENGINEERING.
MSTC28 holdOWns at each panel end attached to (2) 2x with (12) 0.148x3-1 /4 nails, DRAWINGS BY KEARSLEY HOMES INC, 6631 NORMA BEACH RD, EDMONDS WA, (425)
4' LOCATION AND LENGTH OF SHEARWALL PANEL WHERE MSTC40 holdowns at each panel end attached to (2 2x with 28 . 0148x3-1 /4 nails or 478-6380, WERE USED AS BACKGROUND FOR ANNOTATING THE LATERAL LOAD
SMALLER THAN WALL LENGTH ` ) STRUCTURAL DETAILS AND INFORMATION SHOWN IN THIS SHEET, AND AS A
H DU2-SDS2.5 holdowns at each panel end attached to (2) 2x with (6) SDS 1 /4x2-1 /2 screws CONSEQUENCE OF ADDING THE LATERAL LOAD INFORMATION, SOME OF THE
(per plan). Where installed over concrete. install LSTHD8 holdo�,/vns at each panel end INFORMATION IN THE ORIGINAL DRAWINGS MAY HAVE BEEN ERASED TOTALLY OR
PARTIALLY, AND THIS STRUCTURAL DRAWING SHALL NOT BE USED AS A REPLACEMENT
attached to (2) 2x with (16) 0.148x3-1 /4 nails, STH D 10 holdo�-/vns at each panel end FOR THE ORIGINAL SHEET. IT SHALL BE USED ONLY FOR THE PURPOSE OF INSTALLING
attached to 2 2x with (20) 0.148x3-1 /4 nails, or STH D 14 holdowns at each panel end AND CONSTRUCTING THE LATERAL LOAD ITEMS (I.E. SHEARWALLS, PLACEMENT OF
STRUCTURAL DESIGN CRITERIA attached to (2) 2x with (24) 0.148x3-1/4 nails (per plan). Top and bottom plate nailing: (2) HOEDOWNS, SILL PLATE ANCHORS, ETC.) AND OTHER STRUCTURAL DETAILS SHOWN.
16d a@ 12'' on centers. Forwalls supported on concrete foundation install 5/8 anchor bolts STRUCTURAL DETAILS FROM THE DRAWINGS BY KEARSLEY HOMES INC. SHOWN HEREON
AND NOT MODIFIED (FOOTINGS, HEADERS, BEAMS, ETC.) HAVE BEEN EVALUATED BY
at 48" on centers except for N-Afalls on line "D" (front of garage) that require spacing at 36" O.C. CLEMENS J. ROSSELL, P.E. AND FOUND TO BE ADEQUATE FOR THE INTENDED PURPOSE.
DESIGN CODE:
2 One side sheathed with 15/32" plywood or 7/16" OS'B. 8d nails @ 4" o/c at all plywood panel
• International Residential Code 2018 (IRC-2018) edges. 12i' o/c in field. Where indicated on plans, where installed over timber framing, install
HDU2-SDS2.5 holdowns at each panel end attached to (2) 2x N,vith (;6) SDS1/4x2-1/2 screws
WIND: (per plan). Top and bottom plate nailing: (2) 16d @ 9" on centers.
• Basic Wind Speed: 110 MPH 3 One side sheathed with 15/32"' plywood or 7/16" OSB. 8d nails a❑ 3" o/c at all plywood panel
IS Wind Exposure B edges. 12" o/c in field. Where indicated on plans, where installed over concrete, install
The wind forces calculated based on these pressures HDU5-SDS2.5 holdowns at each panel end attached to (2) 2x with (14) SDS1/4x2-1/2
were multiplied by 0.60 to adjust for allowable screws (per plan). Top and bottom plate nailing: (2) 16d a@69" on centers. For }walls
stress design supported on concrete foundation, install 1" anchor bolts at 36" on centers.
Notes:
SEISMIC:
1. WHERE STHD OR LSTHD HOEDOWN STRAPS ARE INSTALLED TO CONCRETE - The followingdocumentation shall be available on
• Risk Category 11 perASCE 16 OVER A TIMBER RIM JOIST OR FRAMING, INSTALL THE RJ VARIANT OF THE
• Seismic Importance Factor: 1.0 HOLDOWN STRAP. site for the building Inspector: •
• Design Spectral Response Acceleration Ss = 1.292 -
• Site Class D 2. WHERE AN HDU HOLDOWN IS INSTALLED ON A WALL OVER ANOTHER WALL
• SpectralResponse . Design RAcceleration SDs = 1034 IN THE STORY BELOW, INSTALL AN INVERTED HDU HOLDOWN OF SAME SIZE ■ '
- ®COE APPROVED ARCHITECTURAL PLAN SET
• Seismic Design Category D ON THE TOP PART OF THE STUDS OF THE WALL BELOW, AND ATTACH BOTH ■
• Basic Seismic Force Resisting System: Bearing Walls. HOLDOWNS WITH A 5/8" ALL -THREAD ROD DRILLING A HOLE THROUGH THE ; ❑ COE APPROVED STRUCTURAL PLAN SET '
Light -Framed Wood Walls Sheathed with Wood Structural FRAMING BETWEEN WALLS. - �
Panels erASCE 7-16 ' COE REVIEWED CALCULATION PACKET
p - ❑ ■
• Design Base Shear: V = 25.62 K 3. All holdo�,Afns listed shall apply unless noted otherwise in the reduced plan views. ENERGY CREDIT WORKSHEET �
• Seismic Response Coefficient CS - 0.207 ■
• 4. For existing �A/alls identified as shear�valls. verify that holdowns of equivalent strength ; ❑ SITE PLAN
• Response Modification Coefficient R = 6.5
are in place or retrofit per shearlvall type hereon. Verify that sheathing nailing -
- ■ ❑�
Analysis Procedure Used: Simplified Alternative Structural spacing matches as described hereon or install additional nails to match. CIVIL PLAN
-
•
Design
IThe construction project involves ■
GRAVITY: idemolition of a significant portion •
of the existing structure. Structures -
Roof Snow Load: 25 PSF
that are demolished to the level that)
meets or exceeds 75% of the I ■ CITY OF EDMONDS BUILDING DEPARTMENT 2021
Floor Live Load: 4D PSF ,replacement cost of the structure '
Sail Bearing Capacity: 1,500 PSF 'will not be allowed by y cit code to
'
be rebuilt except to full -on
istandards for new construction. I IA separate Plumbing permit is required for this
'Reference Edmonds Community■project.
I I
IDevelopment Code section iEdmonds.
Please obtain the Plumbing permit from the City ofi19.00.045. Demolition of portions of ■
'the structure is limited to that—'—'—'—'—'—'—'—'—'—'— RESUB
-clearly shown on the approved I DecE OND2 CITY o
DEVELOPMENT SERVICES
,permit plans, and will be verified by I DEPARTMENT
Ithe building inspector.
APPROVED
PLANS MUST BE
ON JOB SITE
OBTAIN ELECTRICAL
PERMIT FROM
STATE LABOR &
INDUSTRIES
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
REVIEWED
BY
CITY OF EDMONDS
BUILDING DEPARTMENT
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DATE: NOV 26, 2022
NICE RESIDENCE
JOB No. 018001
D R A W I N G N 0.
R E V
S- 1
NOTE:
ALL EXT. HEADERS ARE TO 15E INSULATED TO K- 10 (MIN.)
ALL DIMENSIONS ARE WALL STUD FACE UNLE55 NOTED OTHERWISE
ALL INTERIOR WALLS TO DE 2X4 DIMENSION LUMBER W/ %2" GWB EA.
SIDE, U.N.O.
PLUMBING WALLS TO BE 2XG
ROOF SYSTEM (UN -VENTED)
STANDING SEAM METAL ROOFING OVER 1 5# FELT ROOFING PAPER
OVER METAL FLA5HING5 OVER %2" PLYWOOD CDX SHEATHING OVER
ROOF FRAMING PER 5TKUCTUKAL PLANS WITH 3" CL05ED CELL,
5PKAYED-IN INSULATION (K-1 95) WITH 8.5" BATT INSULATION (R-30)
OVER 5/8" GWB (AT INTERIOR SPACE) OK CLEAR OR `B' GRADE DF
Tt,G 5HEATHING @ O.H.'5
EXTERIOR WALL SYSTEM
CEDAR 1X8 LAP 51DING OVER M05ITURE BARRIER; 30 LB. BUILDING
PAPER, OVER STRUCTURAL SHEATHING, OVER 2XG STUDS @ 1 G"
O.C. WITH 2" FOAM INSULATION (K-1 3) OVER FIBERGLASS BIB
INSULATION K- 1 3 (K-2G AT HEATED SPACES OVER %2" GWB)
UPPER FLOOK FRAMING
FIN15H FLOOKING OVER 3/4" TtG PLYWOOD OVER FLOOR JOISTS PER
STRUCTURAL PLANS W/ K-38 DATT INSULATION OVER 5/8" GWB
MAIN FLOOR SYSTEM
4" CONCRETE SLAB W/ K- 10 RIGID INSULATION, CONT. (AT HEATED
SPACES) OVER GMIL. VAPOR BARRIER
GARAGE FLOOR SYSTEM
4" CONCRETE SLAB W/ #3 KEDAK @ 24" O.C. EACH WAY OVER G MIL
POLY VAPOR 13AKKIEK OVER 4" COMPACTED GRANULAR FILL
LEGEND
1 SHEARWALL TYPE, SEE SHEARWALL SCHEDULE
LSTHD8
(2) 2x HOLDOWN MODEL AND MIN STUDS REQUIRED, SEE
HOLDOWN SCHEDULE
2 SHEARWALL GRID LINE FOR REFERENCE
4' LOCATION AND LENGTH OF SHEARWALL PANEL WHERE
SMALLER THAN WALL LENGTH
Shearwall Schedule
1. One side sheathed with 15/32" plywood or 7/16" OSB, 8d nails @ 6" o/c at all plywood panel
edges, 12" o/c in field. Where indicated on plans, where installed over timber framing, install
MSTC28 holdowns at each panel end attached to (2) 2x with (12) 0.148x3-1/4 nails,
MSTC40 holdowns at each panel end attached to (2) 2x with (28) 0.148x3-1/4 nails or
HDU2-SDS2.5 holdowns at each panel end attached to (2) 2x with (6) SDS1/4x2-1/2 screws
(per plan). Where installed over concrete, install LSTHD8 holdowns at each panel end
attached to (2) 2x with (16) 0.148x3-1 /4 nails, STH D 10 holdowns at each panel end
attached to (2) 2x with (20) 0.148x3-1/4 nails, or STHD14 holdowns at each panel end
attached to (2) 2x with (24) 0.148x3-1/4 nails (per plan). Top and bottom plate nailing: (2)
16d @ 12" on centers. For walls supported on concrete foundation, install 5/8" anchor bolts
at 48" on centers except for walls on line "D" (front of garage) that require spacing at 36" O.C.
2. One side sheathed with 15/32" plywood or 7/16" OSB, 8d nails @ 4" o/c at all plywood panel
edges, 12" o/c in field. Where indicated on plans, where installed over timber framing, install
HDU2-SDS2.5 holdowns at each panel end attached to (2) 2x with (6) SDS1/4x2-1/2 screws
(per plan). Top and bottom plate nailing: (2) 16d @ 9" on centers.
3. One side sheathed with 15/32" plywood or 7/16" OSB, 8d nails @ 3" o/c at all plywood panel
edges, 12" o/c in field. Where indicated on plans, where installed over concrete, install
HDU5-SDS2.5 holdowns at each panel end attached to (2) 2x with (14) SDS 1 /4x2-1 /2
screws (per plan). Top and bottom plate nailing: (2) 16d @69" on centers. For walls
supported on concrete foundation, install 1" anchor bolts at 36" on centers.
Notes:
1. WHERE STHD OR LSTHD HOLDOWN STRAPS ARE INSTALLED TO CONCRETE
OVER ATIMBER RIM JOIST OR FRAMING, INSTALL THE "RJ" VARIANT OF THE
HOLDOWN STRAP.
2. WHERE AN HDU HOLDOWN IS INSTALLED ON A WALL OVER ANOTHER WALL
IN THE STORY BELOW, INSTALLAN INVERTED HDU HOLDOWN OF SAME SIZE
ON THE TOP PART OF THE STUDS OF THE WALL BELOW, AND ATTACH BOTH
HOLDOWNS WITH A 5/8" ALL -THREAD ROD DRILLING A HOLE THROUGH THE
FRAMING BETWEEN WALLS.
3. All holdowns listed shall apply unless noted otherwise in the reduced plan views.
4. For existing walls identified as shearwalls, verify that holdowns of equivalent strength
are in place or retrofit per shearwall type hereon. Verify that sheathing nailing
spacing matches as described hereon or install additional nails to match.
0
STRUCTURAL ENGINEERING DETAILS AND INFORMATION FOR LATERAL LOAD
SHOWN IN THIS SHEET WAS PREPARED BY CLEMENS J. ROSSELL, P.E., CJR
ENGINEERING.
DRAWINGS BY KEARSLEY HOMES INC, 6631 NORMA BEACH RD, EDMONDS WA,
(425) 478-6380, WERE USED AS BACKGROUND FOR ANNOTATING THE LATERAL
LOAD STRUCTURAL DETAILS AND INFORMATION SHOWN IN THIS SHEET, AND
AS A CONSEQUENCE OF ADDING THE LATERAL LOAD INFORMATION, SOME OF
THE INFORMATION IN THE ORIGINAL DRAWINGS MAY HAVE BEEN ERASED
TOTALLY OR PARTIALLY, AND THIS STRUCTURAL DRAWING SHALL NOT BE USED
AS A REPLACEMENT FOR THE ORIGINAL SHEET. IT SHALL BE USED ONLY FOR THE
PURPOSE OF INSTALLING AND CONSTRUCTING THE LATERAL LOAD ITEMS (I.E.
SHEARWALLS, PLACEMENT OF HOLDOWNS, SILL PLATE ANCHORS, ETC.) AND
OTHER STRUCTURAL DETAILS SHOWN.
1 HDU5-51)52.5
(2) 2x
HDU5-5D52.5
(2) 2x
23' - 5"
3 3 \
/14' - 11 1 /2'
31O5LDR 33
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(2) 2x O EX15TING GARAGE FOUNDATION LINE
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SCALE: 1 /4" = PO"
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WINDOW SEAT
G040 5LDR
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1
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(2) 2x
W MAIN FLOOK
WINDOW SEAT
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THD8
2x
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STHD14
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12/19/22
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RESUB
Dec 28 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
CJR ENGINEERING
CIVIL -STRUCTURAL ENGINEERING
14602 15th PL W
Lynnwood WA 98087
Phone: (425) 269-5204
Fax: (425) 671-0003
Email: info@cjreng.com
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DRAWN BY: DATE:
REVISED BY: DATE:
REVISED BY: DATE:
REVISED BY: DATE.
S-2
SPRAY FOAM INSULATION +/- 3"
ROOF SHEATHING
ROOFING FELT
ROOFING MATERIAL
RAIN GUTTER _
MATCH EXISTING SOFFIT
EXISTING SIDING MATERIAL -->
EXISTING BUILDING WRAP
EXISTING WALL SHEATHING
l�— EXISTING 2X4 RAFTERS
ADD (1) 2X 12 AT EACH EXISTING RAFTER
PROVIDE SIMPSON 2X 12 JOIST
HANGER @ EACH RAFTER
ADD 2XG BLOCKING
112" OR 5/8" GWB PRIME W/ PVA
2 COATS PAINT
PROVIDE R 15 MIN.
INSULATION IN EXISTING 2X4
WALLS
2X 1 2 ROOF DETAIL
SCALE: 3/4" = 1 ' O"
2X 12 RIDGE BEAM
GLB
PROVIDE SIMPSON
H2.5A EACH SIDE
NEW 2X 1 2 RAFTER5 NAILED
B\ TOEX15TING2X4RAFTER5
A3 . I %' SCALE: 3/4" = 1 ' O"
NEW 2X1 2 RAFTERS EXISTING 2X4 RAFTERS
@ EACH EXISTING
2X4 RAFTER
2X BLOCKING
EXISTING OVERHANG
LEGEND
5HEARWALL TYPE, SEE 5HEARWALL SCHEDULE
LSTHD8
(2) 2x HOLDOWN MODEL AND MIN STUDS REQUIRED, SEE
HOLDOWN SCHEDULE
2 5HEARWALL GRID LINE FOR REFERENCE
4' LOCATION AND LENGTH OF SHEARWALL PANEL WHERE
NOTE:
STHD10
(2) 2x
STRUCTURAL ENGINEERING DETAILS AND INFORMATION FOR LATERAL LOAD6
IN THIS SHEET WAS PREPARED BY CLEMENS J. R055ELL, P.E., CJR ENGINEERING
DRAWINGS BY KEAR5LEY HOMES INC, 6631 NORMA BEACH RD, EDMOND5 WA, (425)
478-6380, WERE USED AS BACKGROUND FOR ANNOTATING THE LATERAL LOAD
STRUCTURAL DETAILS AND INFORMATION SHOWN IN THIS SHEET, AND AS A
CONSEQUENCE OF ADDING THE LATERAL LOAD INFORMATION, SOME OF THE
INFORMATION IN THE ORIGINAL DRAWINGS MAY HAVE BEEN ERASED TOTALLY OR
PARTIALLY, AND THIS STRUCTURAL DRAWING SHALL NOT BE USED AS A PEPL 5THD10
FOR THE ORIGINAL SHEET. IT SHALL BE USED ONLY FOR THE PURPOSE OF IN (2) 2x
AND CONSTRUCTING THE LATERAL LOAD ITEMS (I.E. SHEARWALLS, PLACEME
177
HOLOOWNS, SILL PLATE ANCHORS, ETC.) AND OTHER STRUCTURAL DETAILS 5
SMALLER THAN WALL LENGTH
EXISTING 2X4 RAFTERS @ 24" O.C.
NEW 2X 12 RAFTERS @ 24" O.C.
r, NAILL TO EXISTING 2X4 RAFTERS
MAIN FLOOR ROOF FRAMING
MASTER BEDROOM
KITCHEN -LIVING ROOM
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POST TO BEAM
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PROVIDE SIMPSON
2X 12 JOIST
HANGERS, TYP. 2' - 0"
2'-0" I ---
PROVIDE MANUFACTURED
o i ROOF TRUSSES TO MATCH
EXISTING ROOF LINE @ 24"
NEW 2X 1 2 RAFTER5 NAILED �'
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_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J
SCALD : 3/4" = 1 ' O" L _
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MATCH EXISTING ROOF OVERHANG
26' - 0"
5 112" X 1 O" GLB
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BONUS ROOM FLOOR TO
STEP DOWN @ 3TH KISEF
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2X 10 FLOOR JOISTS @ I G"
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1 4" TJI FLOOR JOISTS @ 1 G" O.C.
PROVIDE SIMPSON STRONG WALL
PANELS @ EACH SIDE, APPROX. 2'-
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5 112" X 18" GLB
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DEVELOPMENT SERVICES
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12/19/22
CJR ENGINEERING
CIVIL -STRUCTURAL ENGINEERING
14602 15th PL W
Lynnwood WA 98087
Phone- (425) 269-5204
Fax: (425) 671-0003
Email: info@cjreng.com
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21' - 0"
STRUCTURAL ENGINEERING DETAILS AND INFORMATION FOR LATERAL LOAD
SHOWN IN THIS SHEET WAS PREPARED BY CLEMENS J. ROSSELL, P.E., CJR
4X5 P.T. BEAM 5/4" X G" 21 - 011 EXISTING 3/4" SUB FLOOR
COMPOSITEOF
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CJR ENGINEERING
CIVIL -STRUCTURAL ENGINEERING
14602 15th PL W
Lynnwood WA 98087
Phone: (425) 269-5204
Fax: (425) 671-0003
Email: info@cjreng.com
DRAWN BY: I DATE: I
REVISED BY:1 DATE: I
REVISED BY:1 DATE: I
REVISED BY:1 DATE: I
S-4
SPRAY FOAM INSULATION +/- 3"
ROOF SHEATHING
ROOFING FELT
ROOFING MATERIAL
RAIN GUTTER
MATCH EXISTING SOFFIT
EXISTING SIDING MATERIAL —�
EXISTING BUILDING WRAP
EXISTING WALL SHEATHING
EXISTING 2X4 RAFTERS
ADD (1) 2X 12 AT EACH EXISTING RAFTER
PROVIDE SIMPSON 2X 12 JOIST
HANGER @ EACH RAFTER
ADD 2XG BLOCKING
112" OR 5/8" GWB PRIME W/ PVA
2 COATS PAINT
PROVIDE R 15 MIN.
INSULATION IN EXISTING 2X4
WALLS
2X 1 2 ROOF DETAIL
SCALE: 3/4" = 1' O"
2X 12 RIDGE BEAM
GLB
PROVIDE SIMPSON
H2.5A EACH SIDE
NEW 2X 1 2 RAFTER5 NAILED
TO EX15TING 2X4 RAFTER5
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NEW 2X 12 RAFTERS
@ EACH EXISTING
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PROVIDE SIMPSON
2X 12 JOIST
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EXISTING 2X4 RAFTERS
2X BLOCKING
EXISTING OVERHANG
2'-0"
oor
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SCALE: 3/4" = 1' O"
EXISTING 2X4 RAFTERS @ 24" O.C.
NEW 2X 12 RAFTERS @ 24" O.C.
r, NAILL TO EXISTING 2X4 RAFTERS
NOTE:
STRUCTURAL ENGINEERING DETAILS AND INFORMATION FOR LATERAL LOAD
SHOWN IN THIS SHEET WAS PREPARED BY CLEMENS J. ROSSELL, P.E., CJR
ENGINEERING.
DRAWINGS BY KEARSLEY HOMES INC, 6631 NORMA BEACH RD, EDMONDS WA, (425)
478-6380, WERE USED AS BACKGROUND FOR ANNOTATING THE LATERAL LOAD i
STRUCTURAL DETAILS AND INFORMATION SHOWN IN THIS SHEET, AND AS A
CONSEQUENCE OF ADDING THE LATERAL LOAD INFORMATION, SOME OF THE
INFORMATION IN THE ORIGINAL DRAWINGS MAY HAVE BEEN ERASED TOTALLY OR
PARTIALLY, AND THIS STRUCTURAL DRAWING SHALL NOT BE USED AS A
REPLACEMENT FOR THE ORIGINAL SHEET. IT SHALL BE USED ONLY FOR THE i I MANUFACTURED
PURPOSE OF INSTALLING AND CONSTRUCTING THE LATERAL LOAD ITEMS (I.E. TRUSSES @ 24" O.C.
SHEARWALLS, PLACEMENT OF HOLDOWNS, SILL PLATE ANCHORS, ETC.) AND OTHER i ABOVE MASTER
STRUCTURAL DETAILS SHOWN.
BEDROOM
STRUCTURAL DETAILS FROM THE DRAWINGS BY KEARSLEY HOMES INC. SHOWN
MAIN FLOOR ROOF FRAMING
HEREON AND NOT MODIFIED (FOOTINGS, HEADERS, BEAMS, ETC.) HAVE BEEN I I
EVALUATED BY CLEMENS J. ROSSELL, P.E. AND FOUND TO BE ADEQUATE FOR THE -MASTER BEDROOM
INTENDED PURPOSE.
-KITCHEN-LIVING ROOM i I
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Dec 28 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
2/19/22
CJR ENGINEERING
CIVIL -STRUCTURAL ENGINEERING
14602 15th PL W
Lynnwood WA 98087
Phone: (425) 269-5204
Fax: (425) 671-0003
Email: info@cjreng.com
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5-5
NOTES:
-ENCLOSED ATTICS AND ENCLOSED RAFTER SPACE FORMED WHERE CEILINGS ARE APPLIED DIKECTCLY TO
THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE COK55 VENTILAITON FOR EACH SEPARATE SPACE BY
VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW PER IRC K50G. I
-THE MINIMUM NET FREE VENTILTING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE PER IRC
R50G.2
-WHERE SAVE OR CORNICE VENTS ARE INSTALLED, BLOCKING, BRIDGING AND INSULATION SHALL NOT
BLOCKTHE FREE FLOW OF AIR. NOT LESS THAN A I -INCH (25MM) SPACE SHALL BE PROVIDED BETWEEN
THE INSULATION AND THE ROOF SHEATHING AND AT THE LOCATION OF THE VENT PER IRC K50G.3
-BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF CONSTRUCTION SHALL HAVE AN ATTIC ACCESS
OPENING TO ATTIC AREAS THAT HAVE A VERTICAL HEIGHT OF 30" OR GREATER OVER AN AREA OF NOT
LESS THAN 30 SQFT. THE VERTICAL HEIGHT SHALL BE MEASURED FROM THE TOP OF THE CILING FRAMING
MEMBERS TO THE UNDERSIDE OF THE ROOF FRAMING MEMBERS PER IKC R507. 1
-THE ROUGH FRAMED OPENING SHALL NOT BE LESS THAN 22" BY 30" AND SHALL BE LOCATED IN A
HALLWAY OR OTHER LOCATION WITH READY ACCESS PER IKC R807. 1
ENGINEERING DETAILS AND INFORMATION FOR LATERAL LOAD SHOWN IN THIS SHEET WAS PREPARED BY CLEMENS J. ROSSELL, P.E., CJR ENGINEERING.
Y KEARSLEY HOMES INC, 6631 NORMA BEACH RD, EDMONDS WA, (425) 478-6380, WERE USED AS BACKGROUND FOR ANNOTATING THE LATERAL LOAD STRUCTURAL DETAILS
ATION SHOWN IN THIS SHEET, AND AS A CONSEQUENCE OF ADDING THE LATERAL LOAD INFORMATION, SOME OF THE INFORMATION IN THE ORIGINAL DRAWINGS MAY
RASED TOTALLY OR PARTIALLY, AND THIS STRUCTURAL DRAWING SHALL NOT BE USED AS A REPLACEMENT FOR THE ORIGINAL SHEET. IT SHALL BE USED ONLY FOR THE
INSTALLING AND CONSTRUCTING THE LATERAL LOAD ITEMS (I.E. SHEARWALLS, PLACEMENT OF HOLDOWNS, SILL PLATE ANCHORS, ETC.) AND OTHER STRUCTURAL DETAILS
I KUU I UKHL. DETAILS FROM THE DRAWINGS BY KEARSLEY HOMES INC. SHOWN HEREON AND NOT MODIFIED (FOOTINGS, HEADERS, BEAMS, ETC.) HAVE BEEN EVALUATED BY CLEMENS J.
ROSSELL, P.E. AND FOUND TO BE ADEQUATE FOR THE INTENDED PURPOSE.
TYPICAL RAFTER 5UPPORT DETAIL
SCALE 1 1 /2" = I ' O"
A3.2
PROVIDE SIMPSON 2X1 2
JOIST HANGERS EACH
C IMl= /"lC n\/ I n �A GTcoc ..�
4 \ CANTILEVERED ROOF DETAIL
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POST, PROVIDE SIMPSON
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SCALE: 1 /4" = 1 ' C"
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12/19/22
2' - 0" ROOF
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RESUB
Dec 28 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
CJR ENGINEERING
CIVIL -STRUCTURAL ENGINEERING
14602 15th PL W
Lynnwood WA 98087
Phone: (425) 269-5204
Fax: (425) 671-0003
Email: info@cjreng.com
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REVISED BY:1 DATE:
REVISED BY:1 DATE:
S-6
NOTE:
112" CDX SHEATHING FOR NEW
EXTERI OR WALLS NAI LING TO
BE,5J BOX NAILS @ G" O.C. AT
EDGES AND 1 2" O.C. IN THE
FIELD
co
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5CALE : 1 1 /2" = I ' O"
(2) #4 REBAR CONTINUOUS
2XG STUDS AT 1 G" O.C.
FOR NEW FRAMED WALLS
5/6 X 10" GALVAN IZED
ANCHOR BOLT @ 3' O.C.
THROUGH 2XG PRESSURE
TREATED PLATES
(2) #4 REBAR @ TOP
#4 REBAR @
1 2" O.C.
EACH WAY
PROVIDE G MIL.
BLACK VISQUEEN IN
CRAWL SPACE
1
(2) #4 REBAR
CONTINUOUS
STRUCTURAL ENGINEERING DETAILS AND INFORMATION FOR LATERAL LOAD
SHOWN IN THIS SHEET WAS PREPARED BY CLEMENS J. R055ELL, P.E., CJR
ENGINEERING.
DRAWINGS BY KEARSLEY HOMES INC, 6631 NORMA BEACH RD, EDMONDS WA, (425)
478-6380, WERE USED AS BACKGROUND FOR ANNOTATING THE LATERAL LOAD
STRUCTURAL DETAILS AND INFORMATION SHOWN IN THIS SHEET, AND AS A
CONSEQUENCE OF ADDING THE LATERAL LOAD INFORMATION, SOME OF THE
INFORMATION IN THE ORIGINAL DRAWINGS MAY HAVE BEEN ERASED TOTALLY OR
PARTIALLY, AND THIS STRUCTURAL DRAWING SHALL NOT BE USED AS A
REPLACEMENT FOR THE ORIGINAL SHEET. IT SHALL BE USED ONLY FOR THE
PURPOSE OF INSTALLING AND CONSTRUCTING THE LATERAL LOAD ITEMS (I.E.
5HEARWALL5, PLACEMENT OF HOLDOWN5, SILL PLATE ANCHORS, ETC.) AND OTHER
STRUCTURAL DETAILS SHOWN.
STRUCTURAL DETAILS FROM THE DRAWINGS BY KEARSLEY HOMES INC. SHOWN
HEREON AND NOT MODIFIED (FOOTINGS, HEADERS, BEAMS, ETC.) HAVE BEEN
EVALUATED BY CLEMENS J. R055ELL, P.E. AND FOUND TO BE ADEQUATE FOR THE
INTENDED PURPOSE.
11' - 4"
� ,EXISTING FLOOR AREA TO BE REMOVED
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NOTE5 :
-PER R408. 1 VENTILATION OPEN I N G5 SHALL HAVE A
GROUND COVER OF G MIL VISQUEEN OVER THE
GROUND. THE GROUND COVER SHALL DE OVERLAPPED
G" MIN AT THE JOINTS AND SHALL EXTEND TO THE
FOUNDATION WALL.
-PER R408.2 VENTILATION OPENINGS SHALL NOT DE
LESS THAN 1 5QFT FOR EACH 1 50 5QFT OF UNDER-
FLOOR AREA.
EXISTING OUTSIDE FOUNDATION WALL
PROVIDE SIMPSON
POST BASES FOR
CONNECTION AT
CONCRETE TO WOOD
POST, TYP.
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C1 I a CONCRETE FOOTING W/ #4
REBAR @ G" O.C. EACH
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SCALE: 1 112" = 1 ' 0"
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R405.4
5" X I G" CONCRETE FOOTING
5" CONCRETE WALL
PROVIDE 5" X 1 G"
FOUNDATION VENTS, TYP.
PROVIDE (2) #4 REBAR DOWELS INTO
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CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
12/19/22
CJR ENGINEERING
CIVIL -STRUCTURAL ENGINEERING
14602 15th PL W
Lynnwood WA 98087
Phone: (425) 269-5204
Fax: (425) 671-0003
Email: info@cjreng.com
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REVISED BY:1 DATE: I
REVISED BY:1 DATE: I
S-7