APPROVED REV 1 BLD2022-0235+Structural_Analysis_or_Calculations+5.3.2022_9.21.15_AM+2842836sliderule
engineering works, llc
Project Engineer:
Design Criteria:
Berry Residence — Kitchen Remodel
8110 2061" Street Southwest
Edmonds, Washington 98026
Andrew L. Herrick, P.E.
Sliderule Engineering Works, LLC
227 `E' Street Southeast
Auburn, Washington 98002
(206) 380-0732
2018 International Building Code
Roof Dead Load: 15 psf
Live Load: 25 psf (snow)
REVISION
May 03 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Lateral System Review: The removal of the existing column does not deteriorate the lateral capacity of the existing lateral force
resisting system.
Gravity System Review: The new beam and columns supporting the beam do not overload the existing gravity system. Both
columns are adjacent to existing girder truss supporting columns.
Use: Simpson Strong -Tie Connectors per plans and details. Install per manufacturer's specification unless
noted otherwise.
All metal connectors exposed to weather shall be galvanized.
All nails and/or bolts exposed to weather shall be galvanized.
A-307 bolts and lag bolts at connections and embedded anchor bolts, unless noted otherwise.
2x Lumber DF#2 KID Fb=1155 psi (min), E=1,300,000 psi (min).
4x Lumber DF#2 KID Fb=1200 psi (min), E=1,600,000 psi (min).
PSL, Fv = 290 psi, Fb = 2900 psi, E = 2,200 ksi
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
Eric. Garter
BUILDING OFFICIAL
May 06 2022
APPROVED DATE
227'e' street southeast, auburn, washington 98002-5518 t = 206 + 380 + 0732, e-mail = alhpe_sliderule@q.com
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AREA OF
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s AREA of WORK - PARTIAL ROOF PLAN
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SCALE: 1/4 = 1'-0"
N
SIMPSON A34 EA SIDE RIDGE
EXIST'G GIRDER TRUSS BM TO GIRDER TRUSS
�--EXIST'G OVER FRM'G /,-EXIST'G RF SHT'G
EXIST'G RIDGE BM
EXIST'G PRE-MFR TRUSS
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NEW BEAM and COL
3/4" = 1'-0"
SIMPSON BC4 POST TO RIDGE
44 KING POST, A34 EA
SIDE TO PSL BEAM
3 1/2 x 9 1/2 2.2E PSL
BEAM W/1 /4"O x 6" LAG
BOLT @ 24" OC
to EXIST'G RIDGE
WORK
EXISTING ROOF PLAN
SCALE: 1/8 = 1'-0"
8 sliderule
engimering works, 11c
Berry Residence
Kitchen Remodel
8110 206th Street Southwest
Edmonds, Washington 98026
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SCALE: 1 /4 = V-0"
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PROVIDE SOLID 2x EXIST'G RAFTER
INFILL FOR GUSSET ,
',"-3/4" PLYWOOD EA SIDE, GLUE AND
NAIL W/ 6d @ 4" OC EW
(3) 1 3/4 x 14 1.55E LSL BUILT-UP
BEAM GLUE AND SCREW W/(3)
A35 EA SIDE GUSSET
EXIST'G TRUSS I ROWS #9x3"SCREWS AT 12" OC
TO NEW BEAM J REMOVE EXIST'G BEAM
FLUSH BEAM at EXIST'G DROP BEAM
s k 2 3/4" = 1'-0"
Living room beam detail
only.
Structural Calc. pack to be onsite at
the time of inspection.
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
Eri.& Curfer
BUILDING OFFICIAL
May 06 2022
APPROVED DATE
S l i d e r'u 1 e Berry Residence
engineering works, 11c Kitchen Remodel
8110 206th Street Southwest
_= Edmonds, Washington 98026