APPROVED BLD BLD2022-0269+Architectural_Plan+3.1.2022_4.57.13_PM+2710755H3 E
CONC. SLAB
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PER PLAN
SECTION A—1.0
(u�cuugTHING
LOOR
;T
II"Tv EAM w/2X NAILER
ATTACH w/ HILTI X—U PIN @
24"o.c. EACH SIDE
SECTION C-1.0.
SCALE: 3/4"=1 '-0"
P-11'_F"
p3/6">
BOTH
(TYP)
46
POD
(N)POST
PAVING OR PER PLAN
GRADE PER
ARCH. ty
GENERAL NOTES
CODE: INTERNATIONAL BUILDING CODE, 2018 EDITION
BUILDING RISK CATEGORY = II
LIVE LOADS:
UNIFORM LOADS:
LOCATION LIVE LOAD REDUCIBLE
FLOOR 40 PSF NO
ROOF 25 PSF (SNOW) NO
I A I (E)CONCRETE WIND DESIGN INFORMATION:
(E)STEM WALL FTEM NG SLAB WIND LOADS ON THE MAIN WIND -FORCE RESISTING SYSTEM (MWFRS) WAS DETERMINED USING THE ENVELOPE
PROCEDURE.
SECTION B—1.0
SCALE: %"=1'-0"
SECTION D—1.0
SCALE: %"=1'-0"
I ■
■ I
Welds are to be done by a WABO certified welder.'
I i
■ I
FOUNDATION PLAN
NOTES: 1) VERIFY EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD.
NOTIFY ARCHITECT AND ENGINEER OF DIFFERENCES.
BATHROOM/LAUNDRY ROOM PLAN
FLOOR FRAMING PLAN
NSCALE: Ys"=1 ' —0"
NOTES: 1) VERIFY EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD
NOTIFY ARCHITECT AND ENGINEER OF DIFFERENCES.
e
,Ater
ng I neer
I ■
jA SEPERATE PLUMBING
-PERMIT IS REQUIRED FOR
THIS PERMIT.
■ I
■
...............................................
= The following documentation shall be available on '
site for the building inspector:
COE APPROVED ARCHITECTURAL PLAN SET '
COE APPROVED STRUCTURAL PLAN SET
COE REVIEWED CALCULATION PACKET
ENERGY CREDIT WORKSHEET
SITE PLAN ;
❑ CIVIL PLAN
■ ❑ Engineer letter for removal of wallletter for removal of wall '
-
■ ;
-L_j
■ CITY OF EDMONDS BUILDING DEPARTMENT 2021 ;
WIND SPEED Vint = 110 MPH Vasd = 85 MPH
EXPOSURE `B" X= 1.00 K 1.00
SEISMIC DESIGN INFORMATION:
SS = 1.285%
SDS = 1.028
SI = 45.3%
SDI = 0.558
IE = 1.0
SITE SOIL CLASS
= D-default
SEISMIC DESIGN CATEGORY = D
FOUNDATIONS:
SOIL BEARING CAPACITY ASSUMED TO BE 1500 PSF.
CONCRETE:
ALL CONCRETE SHALL BE STONE -AGGREGATE CONCRETE HAVING A UNIT WEIGHT OF APPROXIMATELY 145
POUNDS PER CUBIC FOOT. 28 DAY COMPRESSIVE STRENGTH SHALL BE AS FOLLOWS:
EXPOSURE MAX W/C AIR
CONSTRUCTION F'c CLASS RATIO CONTENT
ALL CONCRETE 3,000 PSI FO, SO, WO, CO N/A N/A
CONCRETE SUBMITTALS SHALL CONFORM TO ACI 318 CHAPTER 26. MIXING AND PLACING OF ALL CONCRETE
SHALL BE IN ACCORDANCE WITH THE IBC AND ACI CODE 318. PROPORTION OF AGGREGATE TO CEMENT SHALL
BE AS SUCH TO PRODUCE A DENSE, WORKABLE MIX, WITH A MAXIMUM SLUMP OF 5 INCHES, WHICH CAN BE
PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER.
ANCHORAGE TO CONCRETE:
EXPANSION BOLTS INTO CONCRETE SHALL BE SIMPSON STRONG -BOLT 2 AS MANUFACTURED BY SIMPSON
STRONG -TIE COMPANY, INC. SPECIAL INSPECTION AND INSTALLATION PER ICC-ES REPORT ESR-3037.
EPDXY FOR FASTENING ANCHOR BOLTS AND REBAR INTO EXISTING CONCRETE TO BE SIMPSON SET-3G EPDXY
ADHESIVE AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY, INC. SPECIAL INSPECTION AND
INSTALLATION PER ICC-ES REPORT ESR-4057.
ANCHORAGE SUBSTITUTIONS MUST BE APPROVED BY THE ENGINEER. ANCHORAGE SUBSTITUTION REQUESTS
REQUIRE ADDITIONAL ENGINEERING SERVICES.
REINFORCING STEEL:
ALL REINFORCEMENT SHALL CONFORM TO ASTM A615. ALL REINFORCING SHALL BE GRADE 60 (Fy = 60,000 psi;
Fs = 32,000 psi). LAP CONTINUOUS REINFORCING BARS IN CONCRETE AS INDICATED BELOW. CORNER BARS (F-7"
BEND) WILL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH THE
ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES.
MINIMUM LAP SPLICE LENGTHS FOR CONCRETE
#5 36"
#6 43"
#7 62"
THE FOLLOWING MINIMUM COVER SHALL BE PROVIDED FOR REINFORCEMENT (UNLESS INDICATED OTHERWISE
ON DRAWINGS):
A) CONCRETE CAST AGAINST & PERMANENTLY EXPOSED TO
EARTH.....................................................................................31, EARTH FACE
B) CONCRETE EXPOSED TO EARTH OR WEATHER (CAST IN FORMS)
#6 THROUGH #18 BARS.........................................................2"
#5 BARS & SMALLER............................................................1-1/2"
C) CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND
SLABS, WALLS & JOIST - #11 BAR & SMALLER................3/4"
BEAMS & COLUMNS.............................................................1-1/2"
STRUCTURAL STEEL:
STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 (Fy = 36,000 psi) OR ASTM A992 GRADE 50 (Fy = 50,000 psi).
APPLY PRIMER COATS PER ARCHITECTURAL SPECIFICATIONS.
WELDS NOT SPECIFIED SHALL BE 3/16" CONTINUOUS FILLET MINIMUM. ALL WELDS TO BE IN ACCORDANCE
WITH AWS D1.1 AND D1.8, AND BY WABO CERTIFIED WELDERS. USE FRESH E70XX LOW HYDROGEN
ELECTRODES.
MISCELLANEOUS STEEL CONNECTORS TO BE SIMPSON, OR APPROVED EQUAL. NAIL ALL HOLES WITH NAILS AS
SPECIFIED BY MANUFACTURER UNLESS SHOWN OTHERWISE ON DRAWINGS. ALL NAILS ATTACHING TO
PRESSURE TREATED WOOD MEMBERS SHALL BE HOT DIPPED GALVANIZED.
MACHINE BOLTS TO BE A307.
FRAMING LUMBER: REFERENCE DESIGN VALUES
2x, 3x, 4x MEMBERS...................................D.F.#2........................................ Fb = 900 psi
4x POSTS..........................................D.F.#1........................................ Fb = 1000 psi
IWI) L1391[A[0 azcallIaRIM 1. M4a 3a11W.'► @1"a 31II01a14
ALL GRADES SHALL CONFORM TO WWPA WESTERN LUMBER GRADING RULES -- 2021 EDITION. ALL BOLTS
HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS EXCEPT AS
NOTED FOR ANCHOR BOLTS UNDER STRUCTURAL STEEL SECTION. ALL WOOD IN CONTACT WITH CONCRETE OR
MASONRY SHALL BE PRESSURE TREATED. MAXIMUM MOISTURE CONTENT 19% AT INSTALLATION FOR ALL
LUMBER.
SPECIAL INSPECTIONS:
SPECIAL INSPECTIONS PER IBC SECTION 1705. A COPY OF ALL INSPECTION REPORTS AND TEST RESULTS FOR
ALL REQUIRED INSPECTIONS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT, SHUTLER CONSULTING
ENGINEERS, THE OWNER AND THE ARCHITECT BY THE TESTING AGENCY FOR REVIEW. THE TESTING AGENCY
SHALL BE AN INDEPENDENT TESTING AGENCY APPROVED BY THE BUILDING DEPARTMENT. THE FOLLOWING
INSPECTIONS SHALL BE PROVIDED AS A MINIMUM; ADDITIONAL INSPECTIONS AS REQUIRED BY THE BUILDING
DEPARTMENT SHALL ALSO BE PERFORMED. JOB SITE VISITS BY THE ENGINEER DO NOT CONSTITUTE AN
OFFICIAL INSPECTION.
PROVIDE SPECIAL INSPECTION FOR CONCRETE, REBAR, AND EXPANSION ANCHOR INSTALLATION.
SPECIAL CONDITIONS:
THE DRAWINGS INDICATE THE STRUCTURE IN ITS FINAL CONDITION. DURING CONSTRUCTION THE
CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING, AND GUYING IN ACCORDANCE WITH SOUND
PRACTICE AND ALL NATIONAL, STATE, AND LOCAL CODES. CONTRACTOR TO COORDINATE ALL TRADES AND
VERIFY DIMENSIONS IN FIELD. OBTAIN ARCHITECT'S APPROVAL PRIOR TO ALL FIELD CHANGES. SEE
ARCHITECTURAL DRAWINGS FOR ALL FLOOR AND WALL OPENING DIMENSIONS AND LOCATIONS, FLOOR AND
WALL FINISHES, ETC.
OBTAIN ELECTRICAL
PERMIT FROM
STATE LABOR &
INDUSTRIES
APPROVED
PLANS MUST BE
ON JOB SITE
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
City Of Edmonds
Building Department
-------------------------------------------------------
Work INTERIOR REMODEL
Address 8732 209TH PL SW
Owner FRANKS
-------------------------------------
Approved Date 3/22/2022
----------------------------- ----
Building Official V X. x vfh_cccc
Permit Number BLD2022-0269
---------------------------------------------
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Digitally signed
by John Headland
Date: 2022.02.25
15:25:33-08'00'
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CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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ENGINEER:
JH
CHECKED BY:
JH
DATE: 2-25-2022
JOB No.: 22-01.06
SHEET No.:
S100
1 OF 1
Franks Downstairs Existing Floor Plan Existing Window
Suitable for Egress-
5' wide x 4' tall, Sill
is 3'4" from finish
11 $3r8 ,o f 1 1p floor ,s•
1 WIIVL
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Free SID export
h
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Shower
48" x 36"
Existing Window
Franks Downstairs Proposed Floor Plan Suitable for Egress-
5' wide x 4' tall, Sill
is 3'4" from finish
floor
11' 6 3f$' - - 1 p' $'
79' 1 r2'
15'71.2- Sinks y 1 'Fi 1;7- - P. » =67W F
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LOCAL EXHAUST FANS SHALL BE PROVIDED IN
EACH KITCHEN, BATHROOM, WATER CLOSET,
IAND OTHER ROOMS WHERE WATER VAPOR OR
'COOKING ODOR IS PRODUCED.
Free SD export
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