APPROVED BLD BLD2024-0343+STRUCTURAL PLANS +3.14.2024_7.11.57_PM+4135478LEGEND
D___
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
STRUCTURAL DESIGN CRITERIA
DESIGN CODE:
• International Residential Code 2018 (IRC-2018)
WIND:
• Basic Wind Speed: 110 MPH
• Wind Exposure C
The wind forces calculated based on these pressures
were multiplied by 0.60 to adjust for allowable
stress design
SEISMIC:
• Risk Category II per ASCE 7-16
• Seismic Importance Factor: 1.0
• Design Spectral Response Acceleration Ss = 1.294
• Site Class D
• Design Spectral Response Acceleration SDs = 1.034
• Seismic Design Category D
• Basic Seismic Force Resisting System: Bearing Walls,
Light -Framed Wood Walls Sheathed with Wood Structural
Panels per ASCE 7-16
• Design Base Shear: V = 10.67 K
• Seismic Response Coefficient CS = 0.207
• Response Modification Coefficient R = 6.5
• Analysis Procedure Used: Simplified Alternative Structural
Design
GRAVITY:
Roof Snow Load: 25 PSF
Floor Live Load: 40 PSF
Deck Live Load: 60 PSF
Soil Bearing Capacity: 1,500 PSF
Shearwall Schedule
One side sheathed with 15/32" plywood or 7/16" OSB. 8d nails a@ 6" o/c at all plywood panel
edges. 12" o/c in field. Where indicated on plans, Where installed over timber framing, install
MSTC28 holdUNns 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 holdovvns at each panel end
attached to (2) 2x With (16) 0.148x3-1/4 nails, STHD10 holdovvns 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 N-Afalls on line "D,. (front of garage) that require spacing at 36" o.c.
2 One side sheathed with 15/32" plywood or 7/16" OS'B. 8d nails @ 4" o/c at all plywood panel
edges. 12o/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,Nith (;6) SDS1/4x2-1/2 screws
(per plan). Top and bottom plate nailing: (2) 16d a@ 9" on centers.
Mates:
1. WHERE STHD OR LSTHD HOLDOWN STRAPS ARE INSTALLED TO CONCRETE
OVER A TIMBER 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 STORE' 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 holdo�,Nns listed shall apply unless noted otherwise in the reduced plan views.
4. For existing %A/alls identified as shear�valls. verify that holdowns of equivalent strength
are in place or retrofit per shearNall type hereon. Verify that sheathing nailing
spacing matches as described hereon or install additional nails to match.
■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ r
THE FOLLOWING DOCUMENTATION SHALL BE ;
AVAILABLE ON SITE FOR THE BUILDING INSPECTOR:
gCOE APPROVED ARCHITECTURAL PLAN SET
COE APPROVED STRUCTURAL PLAN SET ;
❑ COE REVIEWED CALCULATION PACKET
ENERGY CREDIT WORKSHEET
❑ SITE PLAN
CIVIL PLAN
■ ❑
■
■
■ CITY OF EDMONDS BUILDING DEPARTMENT 2021 ■
■
CITY OF EDMONDS
BUILDING DIVISION
APPROVED PLAN
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 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.
STRUCTURAL 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.
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DEVELOPMENT SERVICES
DEPARTMENT
BLD2024-0343
DATE: MAR 12, 2024
BUTLER RESIDENCE
JOB No. 03606
U R A W I N G N U. R E V
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12 SAUNA TUBE _
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
STRUCTURAL DETAILS AND INFORMATION SHOWN IN THIS SHEET, AND AS A
CONSEQUENCE OF ADDING THE LATERAL LOAD INFORMATION, SOME OF THE
SIMPSON CBGG GALVANIZED POST INFORMATION IN THE ORIGINAL DRAWINGS MAY HAVE BEEN ERASED TOTALLY OR
BASE TO SUPPORT GXG POST 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.
SIMPSON CBGG POST
BASE BRACKET w
—GRADE a
12" x 12" CONCRETE
COLUMN W/ (4) #4
d.< -VERTICAL REBAR
d• -a _ a i - _ _ 9d av;
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a:.,. ` a "0 _• 9° ` aq. CONCRETE FOOTING W/
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EXISTING CONCRETE PATIO TO REMAIN THE SAME, 2G'X25'
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-REPLACE EXISTING FOOTINGS WITH 3'X3'XI 2" CONCRETE FOOTING
-PROVIDE (5) #4 KEBAK EACH WAY
-USE CBGXG SIMPSON POST BRACKET
-BOTTOM OF FOOTING 1,5" BELOW TOP OF CONCRETE
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8"X1 5" CONCRETE FOOTING TO
SUPPORT UPPER FLOOR
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REVISED BY:
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REVISED BY:1 DATE:
S-2
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
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.
LEGEND
1_J 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
SMALLER THAN WALL LENGTH
Shearwall Schedule
1. One side sheathed with 15/32" plywood or 7/16" OSB. 8d nails a@ 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 wl'th (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 holdoN.Ams 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 N,/valls on line "D" (front of garage) that require spacing at 367' 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 a@ 9" on centers.
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11/26/23
REVISED BY:
DATE:
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22' - 4"
S-4
NOTE:
25'-11"
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.
4X 12 BEAM
JOIST HANGED
SCALE: I 112" = 1 ' 0"
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PROPOSED UPPER OUTSIDE WALL LINE
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CIVIL -STRUCTURAL ENGINEERING
14602 15th PL W
Lynnwood WA 98087
Phone: (425) 269-5204
Fax: (425) 671-0003
Email: info@cjreng.com
PROVIDE SIMPSON
BEAM HANGERS AT WALL
LOCATION, TYP.
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Email: info@cjreng.com
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DATE:
RK
11/26/23
REVISED BY:
DATE:
REVISED BY:1 DATE: I
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