APPROVED BLD-BLD2022-0099+Architectural_Plan+1.26.2022_11.36.43_AM+2642750GENERAL STRTUCURAL NOTES:
THE FOLLOWING NOTES APPLY EXCEPT WHERE SHOWN OTHERWISE:
CODE INTERNATIONAL
CON5ITDRUC IONOMDANUALE IRC(WFFCM)(2018) § Uniform Plumbing Code UPC (2018) ;
.............................................�
5TRUCTURALLOAD5
ATTIC LIVE LOADS: TYPICAL UNINHABITABLE ATTIC WITHOUT STORAGE LIVE LOAD = I OP5F
ROOF SNOW LOAD5: ROOF SNOW LOAD, Pf = 25P5F (MIN)
ANCHORAGE TO HARDENED CONCRETE
WHERE DRILL -IN ANCHORS ARE SPECIFIED, U5E "51MP50N TITEN-HD" SCREW ANCHORS.
WHERE EPDXY ANCHORS ARE SPECIFIED, USE "51MP50N AT-XP ADHESIVE". USE A5TM A3G THREADED ROD OR #4 REBAR,
UNLE55 OTHERWISE NOTED. hOLE5 MUST BE CLEANED OF DUST AND DEBRIS AND BE FREE OF STANDING WATER WHEN EPDXY 15
INSTALLED. SPECIAL INSPECTION OF EPDXY ANCHORS 15 REQUIRED. DO NOT CUT ANY REINFORCING 13AR5 TO INSTALL ANCHORS.
DEFECTIVE HOLES SHALL BE FILLED 50LID WITH EPDXY.
FOR ANY SUBSTITUTIONS TO THE ABOVE, THE CONTRACTOR SHALL SUBMIT TO THE STRUCTURAL ENGINEER MANUFACTURER'S LITERATURE
DESCRIBING THE ANCHORS AND L15TING ICC APPROVED ALLOWABLE SHEAR AND TEN51ON VALUES.
PLYWOOD/ 055
PLYWOOD/055 ROOF, FLOOR AND WALL 5HEATHING TO BE APA RATED C-D EXP05URE I PER APA "PLYWOOD DE51GN
SPECIFICATION" (Y5 10), UNLE55 NOTED OTHERWISE. MAXIMUM NAIL 5PACING SHALL BE A5 FOLLOWS: G"oc AT ALL SUPPORTED
PANEL EDGES, AND 1 2"oc AT INTERMEDIATE SUPPORTS. NAIL5 511ALL BE A5 FOLLOWS: 8D COMMON FOR 1/2" ROOF 5HEATHING,
8D COMMON FOR 1/2" WALL 5HEATHING. STAGGER END LAP5 AT ROOF 511EATHING. ALL PANEL EDGE5 TO BE BLOCKED AT 5HEAR
WALLS. SUPPORT 5HALL BE SUPPLIED TO ALL PLYWOOD EDGES WITH PLYCLIP5, BLOCKING, TONGUE AND GROOVE PLYWOOD JOINTS OR
OTHER APPROVED METHODS PER APA RECOMMENDATION.
TIMBER
STRUCTURAL TIMBER AND LUMBER TO BE STRESS GRADE HEM -FIR OR DOUGLA5 FIR A5 FOLLOWS:
STRUCTURAL GLUED -LAMINATED LUMBER
SHALL BE FABRICATED TO THE REQUIREMENTS OF PRODUCT STANDARD P5 5G. LUMBER SHALL BE V15UALLY GRADED WESTERN SPECIES,
COMBINATION 24F-V4 FOR 51MPLE BEAMS, 24F-V8 FOR CANTILEVER BEAMS, COMBINATION 2 FOR COLUMNS, AND COMBINATION 5 FOR TRUSS
MEMBERS PER 2018 ND5 SUPPLEMENT, TABLE 3.1 (BEAMS) AND 3.2 (COLUMNS). LAMINATED MEMBERS TO BE AITC CERTIFIED.
USE WATERPROOF GLUE.
PRESERVATIVE TREATMENT
ALL LUMBER, TIMBER, PLYWOOD, GLUE -LAMINATED AND OTHER COMPOSITE LUMBER THAT 15 IN CONTACT WITH CONCRETE OR MASONRY OR
EXP05ED TO WEATHER SHALL BE PRESERVATIVE TREATED IN ACCORDANCE WITH CURRENT AMERICAN WOOD -PRESERVERS' ASSOCIATION (AWPA)
PRESERVATIVE (P) STANDARDS. THE5E MEMBERS 5HALL BE TREATED WITH AN APPROVED PRESERVATIVE IN ACCORDANCE WITH CURRENT AWPA
COMMODITY (C) STANDARDS AND THE AWPA U5E CATEGORY SYSTEM (UC5). WHEREVER POSSIBLE, PRECUT ALL MATERIAL BEFORE TREATMENT.
HANDLE TREATED LUMBER IN ACCORDANCE WITH AWPA M4 STANDARDS.
FIELD CUTS, HOLES (SUCH A5 ANCHOR BOLT HOLES IN TREATED SILL PLATES) AND PENETRATION DAMAGE SHALL BE TREATED IN ACCORDANCE
WITH THE CURRENT AWPA M4 STANDARDS. THE M05T COMMONLY AVAILABLE PRESERVATIVE MEETING THE REQUIREMENTS OF STANDARD M4
15 A COPPER NAPHTHENATE SOLUTION CONTAINING AT LEAST 2% COPPER. CERTAIN DAP, WM BARR, CUPRINOL, BEHR, GREEN'S, JA5CO, HENRY
AND FIELDS PRESERVATIVE PRODUCTS CONTAIN TH15 METAL CONTENT.
ALL FASTENERS AND CONNECTORS IN CONTACT WITH PRESERVATIVE TREATED WOOD SHALL BE HOT -DIPPED GALVANIZED OR TYPE
5TAINLE55 STEEL. 5EE THE "WOOD CONNECTORS" SECTION.
SCOPE OF STRUCTURAL ENGINEERING SERVICES
THE STRUCTURAL ENGINEER HAS PERFORMED THE STRUCTURAL DE51GN AND PREPARED THE STRUCTURAL WORKING DRAWINGS FOR TH15 PROJECT.
THE CONSTRUCTION MUST BE PERFORMED IN STRICT ACCORDANCE WITH THE STRUCTURAL DRAWINGS. ANY DEVIATION FROM THE DRAWINGS
MUST BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. ERRORS AND/OR OMISSIONS FOUND ON THE 5TRUCTURAL DRAWING5 MUST BE
BROUGHT TO THE STRUCTURAL ENGINEER'S ATTENTION IMMEDIATELY. OMISSIONS FROM THE DRAWINGS OR SPECIFICATIONS OR THE INADVERTENT
M15LA13ELING OF DETAILS OF WORK WHICH ARE MANIFESTLY NECE55ARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR
WHICH ARE CUSTOMARILY PERFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR INADVERTENT M15LA13ELED
DETAILS OF THE WORK BUT THEY SHALL BE PERFORMED A5 IF FULLY AND CORRECTLY 5ET FORTH AND DESCRIBED IN THE DRAWINGS
AND SPECIFICATIONS.
USE
SPECIES
GRADE
Fb
THE STRUCTURAL ENGINEER 15 RESPONSIBLE FOR THE DE51GN OF THE PRIMARY STRUCTURAL SYSTEM.
HEADERS
(SEE PLAN)
(SEE PLAN)
---
RESPONSIBILITY FOR ANY SECONDARY STRUCTURAL AND NON-STRUCTURAL SYSTEMS NOT SHOWN ON THE STRUCTURAL PLANS RESTS WITH 50MEONE
EXTERIOR * BEARING WALL STUDS
HEM -FIR
NO. 2
750 P51
OTHER THAN THE STRUCTURAL ENGINEER. THE STRUCTURE SHOWN ON THE5E DRAWING5 15 5TRUCTURALLY 50UND ONLY IN ITS COMPLETED FORM.
5HEAR WALL 5TUD5, PLATES, AND BLOCKING
HEM -FIR
NO. 2
750 P51
THE CONTRACTOR 5HALL PROVIDE ALL NECE55ARY BRACING TO STABILIZE THE BUILDING DURING CONSTRUCTION. THE STRUCTURAL ENGINEER 15 NOT
ROOF JOISTS, FLOOR JOISTS
HEM -FIR
NO. 2
750 P51
RESPONSIBLE FOR, AND WILL NOT HAVE CONTROL OF, CONSTRUCTION MEAN5, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR
INTERIOR STUDS AT NON -BEARING WALLS
HEM -FIR
STANDARD
550 PSI
SAFETY PRECAUTIONS AND PROGRAM5 IN CONNECTION WITH THE CONSTRUCTION WORK, NOR WILL HE BE RESPONSIBLE FOR THE CONTRACTOR'S
ALL OTHER LUMBER
HEM -FIR
STANDARD/BETTER
---
FAILURE TO CARRY OUT THE CONSTRUCTION WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
WOOD AND WOOD BASED MATERIALS U5ED IN CONTACT WITH SOIL, CONCRETE OR MASONRY, INSTALLED WITHIN I " OF CONCRETE OR
MASONRY, OR EXP05ED TO MOISTURE EITHER INTERIOR OR EXTERIOR, SHALL BE TREATED WITH AN APPROVED PRESERVATIVE. 50LID
BLOCKING OF NOT LE55 THAN 2" NOMINAL THICKNE55 SHALL BE PROVIDED AT ENDS AND AT ALL SUPPORTS OF JOISTS AND RAFTERS.
BETWEEN SUPPORTS PROVIDE BLOCKING OR BRIDGING AT 8' - 0" OC
ALL SILL PLATES AT SHEAR WALLS TO BE 2x_ PRESERVATIVE TREATED DOUGLA5-FIR #2, U.N.O. ON THE PLAN5. SILL PLATES 5HALL HAVE A
M015TURE CONTENT OF NOT GREATER THAN 1 9% BEFORE BEING COVERED WITH INSULATION, INTERIOR WALL FINISH, FLOOR COVERING
OR OTHER MATERIAL.
WOOD CONNECTORS
ALL WOOD -TO -WOOD NAILING 5HALL BE PER IBC TABLE 2304.9. 1. IF PLANS AND DETAILS SPECIFY
8D, I OD OR I GD NAILS, THEY SHALL HAVE THE FOLLOWING PROPERTIES:
8D = 0. 13 1 " DIA x 2-1/2"
1 OD = 0. 1 48" DIA x 3"
1 GD = 0. 1 G2" DIA x 3-1/2"
ALL SUBSTITUTIONS SHALL HAVE THE WRITTEN APPROVAL OF THE ENGINEER OF RECORD PRIOR TO USE.
LIGHT GAUGE METAL FRAMING CONNECTORS AND THEIR REQUIRED FASTENERS 511ALL BE "STRONG -TIE" BY 51MP50N COMPANY, OR APPROVED EQUAL.
ALL FASTENERS AND CONNECTORS IN CONTACT WITH PRESERVATIVE TREATED WOOD SHALL BE HOT -DIPPED GALVANIZED STEEL WITH A G 185
SPECIFICATION OR TYPE 304 * 3 I G STAINLESS 5TEEL. TYPE 304 AND 3 1 G 5TAINLE55 STEEL SHOULD BE USED FOR ALL CONNECTORS AND
FASTENERS IN CONTACT WITH AZCA TREATED WOOD AND 50ME VARIATIONS OF ACID TREATED WOODS. HOT -DIPPED GALVANIZED STEEL SHOULD
NEVER COME IN CONTACT WITH 5TAINLE55 STEEL.
GENERAL INSPECTIONS - WOOD FRAMING CONSTRUCTION
ELEMENT: FRAMING
PERIOD: BUILDING INSPECTOR SHALL INSPECT PER IBC I 10 AND LOCAL AHJ REQUIREMENTS.
ELEMENT: 13OLT5 IN CONCRETE, INCLUDING EMBEDDED BOLTS, AND EXPAN51ON AND EPDXY TYPE ANCHORS.
PERIOD: BUILDING INSPECTOR 5HALL INSPECT PER IBC I 10 AND LOCAL AHJ REQUIREMENTS.
: INTERCONNECTED SMOKE ALARMS AND CO
DETECTORS ARE A REQUIREMENT OF THIS :
: PERMIT IN ACCORDANCE WITH R314.2.2
------------------------------------------------------------
.•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-......•.....,
!SEPARATE PLUMBING PERMIT REQUIRED
FOR THIS PROJECT.
.........................................................:
S H EAR WALL SCHEDULE (ALL FASTENER SPACING ARE FOR USE WITH DOUGLA5 FIR MATERIAL)
STUD AND BLKG
TOP PLATE
TOP PLATE
APA RATED
NAIL 51ZE AND
BOTTOM PLATE
LABEL
51ZE AT
ATTACHMENT TO
ATTACHMENT TO
51LL PLATE ATTACHMENT
SHEATHING
SPACING AT EDGES
ATTACHMENT
ADJOINING EDGES
ROOF ABOVE
FLOOR ABOVE
51LL PLATE
ANCHOR BOLT
NAILING TO
TO CONCRETE
51ZE AT
WOOD BELOW
(9)
FOUNDATION
(1)
(2) (3)
(4) (5)
(6) (7)
(7) (8)
(10)
"RBC" CLIP
1TP4" CLIP
5/8 0 AB
A
7/ 1 G" ONE 51DE
8d AT 4" oc
2x
I Gd AT 1 2" oc
2x
@8"oc
@ 12"oc
AT 42" oc
NAIL SPEC: 8d = 0. 13 1 "0 1 Od = 0. 148"0 1 Gd = =0. I G2"O
SHEAR WALL INSTALLATION NOTES:
1 .INSTALL WALL SHEATHING PANELS EITHER HORIZONTALLY OR VERTICALLY
2.5HEAR WALLS WITH WINDOW OPENINGS INCLUDED IN THEIR LENGTH ARE DE51GNED A5 "PERFORATED WALLS." PROVIDE SHEAR WALL SHEATHING AND NAILING FOR
ENTIRE LENGTH * HEIGHT OF WALLS A5 INDICATED ON THE PLANS. SEE PLANS FOR HOLDOWN REQUIREMENTS
3.5HEATHING EDGE NAILING 15 REQUIRED AT ALL HOLDOWN POSTS. EDGE NAILING MAY AL50 BE REQUIRED TO EACH STUD USED IN BUILT-UP HOLDOWN5 POSTS.
REFER TO HOLDOWN MANUFACTURER'S INSTALLATION DETAILS FOR ADDITIONAL INFORMATION
4. BLOCKING 15 REQUIRED AT ALL PANEL EDGES.
5.INTERMEDIATE FRAMING TO BE WITH 2x MINIMUM MEMBERS. FIELD NAILING 1 2"oc
G. 3x MEMBERS CAN BE SUBSTITUTED BY (2)2x NAILED w/ I Od STAGGERED NAILS @G"oc. EDGE D15TANCE - I ", END D15TANCE - 2 1 /2"
7. BA5ED ON 0. 13 1 "0 x 1 1 /2" LONG NAILS USED TO ATTACH SHEAR CLIPS DIRECTLY TO FRAMING. USE 0. 13 1 "0 x 2 1/2" NAILS WHERE INSTALLED OVER SHEATHING
8.5HEAR CLIPS: 51MP50N "RBC" OR "LTP4" OR APPROVED EQUIVALENT
9. WHERE PLATE ATTACHMENT SPECIFIES (2) ROWS OF NAILS, PROVIDE DOUBLE JOIST, RIM OR EQUAL BELOW WALL
I O.ANCHOR BOLTS SHALL BE PROVIDED WITH STEEL PLATE WASHERS 1/4" x 3" x 3". EMBED ANCHOR BOLTS 7" MINIMUM INTO THE CONCRETE
1 1. FOR ATTACHING TO EX15TING CONCRETE USE 5/8" DIAMETER BY G" LONG 51MP50N "TITEN-HD" SCREW ANCHORS
12. PRESSURE TREATED MATERIAL CAN CAUSE EXCE551VE CORROSION IN THE FASTENERS. PROVIDE HOT -DIPPED GALVANIZED (ELECTRO-PLATING 15 NOT
ACCEPTABLE) NAILS AND CONNECTOR PLATES (FRAMING ANGLES, ETC) FOR ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED FRAMING MEMBERS
13. WHEN PANELS ARE APPLIED ON BOTH FACES OF A SHEAR WALL, NAIL SPACING 15 LE55 THAN G"OC, PANEL JOINTS TO BE OFFSET TO FALL ON DIFFERENT STUDS.
PANEL JOINTS CAN FALL ON ONE STUD IF 3x or (2)2x STUD 15 PROVIDED.
1 4. (SPECIAL INSPECTION MAY BE REQUIRED)
OBTAIN ELECTRICAL
PERMIT FROM
STATE LABOR &
INDUSTRIES
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
APPROVED
PLANS MUST BE
ON JOB SITE
CITY OF EDMONDS
BUILDING DIVISION
APPROVED PLAN
City Of Edmonds
Building Department
Work REMODEL
Address 1131 EMERALD HILLS DR
Owner ANDREWS
Approved Date 02/25/2022
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Building Official QiA/it 46100i416(
Permit Number BLD2022-0099
RECEIVED
Jan 27 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
ESG DESIGN
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DATE:
1 / 1 9/2022
SHEET 51ZE:
18" x 24"
DRAWING:
D1
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r--4x4 MAIN FLOOR DECK POSTS
22' — 0" 2' — 8"
00,
10,
6'— 10" I'-3" 5'-8" 7-9" 2'-8" 31— 10"
00,
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2'-3" 4'-4" 2'-4" I'-5" 4'-0"
13'-8" 2'-5"
100
5'— 10" 00,4'-0" 00,2'-5" 4'-8" oe
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5E
■
IG'-4"
5' — 10"
6E
24'-5" 1 T—G 1/2" 1 12'-4" 1 G'-2" 1 12'-5"
OOK PLAN - BASEMENT (NO GHANOE5 PROP05ED)
LOWER LEVEL WINDOW SCHEDULE
Mark
Width
Height
Header Height
Area
I
51- 10"
21- 10"
G'-8"
175F
2 E
3' - 1011
4' - 0"
G' - G"
15 5F
3E
31- 10"
4'-0"
G' -G"
1551F
4E
G'- 10"
4'-0"
G' -G"
275F
5 E
5' - 10"
3' - 0"
G' - G"
18 5F
GE 51- 10"
3'-0"
G' -G"
185E
Total WIndOW5: G
N
N
N
N
N
O
N
1 10 5F
LOWER LEVEL DOOR SCHEDULE
Mark
Width
Height
Area
I
5'-8"
G'-8"
385F
2E
2'-8"
G'-8"
185F
3E
2'-G"
G'-8"
175F
4E
2'-0"
G'-8"
135F
5E
2'-G"
G'-8"
1751'
GE
2'-0"
G'-8"
135E
7E
3' - 1011
G' - 8"
2G 51F
8E
2'-8"
G'-8"
1851'
9E
2'-G"
G'-8"
175F
IOE
2'-G"
G'-8"
175E
1 IE
31- 10"
G'-8"
2G51F
12E
2'-G"
G'-8"
175E
Total Doors: 12
234 5F
9'-3"
5' — 1011
IF LOOK PLAN LEGEND:
EXISTING WALL (LINE OF STUD)
Ox WINDOW TAG, (REFER TO WINDOW SCHEDULE)
DOOR TAG, (REFER TO DOOR SCHEDULE)
ESG DESIGN
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DATE:
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SHEET SIZE:
18" x 24"
DRAWING:
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7 24' - 2"
AS-BU I LT FLOOK PLAN - MAIN LEVEL
1411 _ I 1_011
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Area
5'-0"
55F
5'-0"
55F
7'-4"
185E
0'-8"
225E
1' - 10"
39 5F
1' - 10"
39 5F
1'- 10"
285E
0'-8"
135E
1' - 10"
23 5F
55F
55F
235E
7'-0"
55F
1'- 10"
285E
259 5F
29E 5' - 10" G' - 8" 39 SF
Total Doors: 16 545 5F FLOOR PLAN LEGEND:
EXISTING WALL (LINE OF STUD)
(SEE 104' FOR REMODEL) Ox WINDOW TAG, (REFER TO WINDOW SCHEDULE)
0 DOOR TAG, (REFER TO DOOR SCHEDULE)
ESG DESIGN
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DATE:
111912022
SHEET SIZE:
18" x 24"
DRAWING:
D3
REMODEL FLOOD PLAN LEGEND:
EXISTING WALL TO REMAIN (LINE OF STUDS)
EXISTING WALL TO BE REMOVED (LINE OF STUDS)
NEW WALL (LINE OF STUDS)
O WINDOW TAG, (REFER TO WINDOW SCHEDULE)
0 DOOR TAG, (REFER TO DOOR SCHEDULE)
Q EXHAUST FAN, SEE PLAN FOR SIZE
REMODEL ENERGY CODE 5PEGIFIGATION5:
INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTa
CLIMATE ZONE 5 AND MARINE 4
Fenestration U-Factorb
0.30
Skylightb U-Factor
0.50
Ceiling R-Valuee
49
Wood Frame Wallg,h R-Value
21 int
r•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•
INTERCONNECTED SMOKE ALARMS AND CO '
DETECTORS ARE A REQUIREMENT OF THIS
PERMIT IN ACCORDANCE WITH R314.2.2 '
.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.-.
GLA55 GUARDRAILS
(E) OPEN MAIN FLOOR DECK
13' - 10"
DN
5'-7" 51- 10" 2'-5" 3'-2"
13 `3
DISHWASHERS SHALL HAVE AN APPROVED AIR GAP'
FITTING ON THE DISCHARGE SIDE OF THE DISH
WASHING MACHINE. REFERENCE UPC 807.3
......................................................................-
(E) STAIRS
(E) WINDOW TO BE REMOVED
21'-2"
3' - 10" / . 4' - 4"
n
(E) DOOR "23E" TO BE 5hIFTED LEFT
8'-0" 1'-5" 51- 10"
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DINING ROOM illi z `r' w
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NON -LOAD BEARING L
(RECONFIGURED)
REF.
II II II II
1G'-8"
(N) WINDOW, MATCH "I3E" 51ZE
oz)
8'-0" I'- 10"
0
G-0"
PANTRY
(NEW)
6, - Oil
(h
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oO BEDROOM
(EXISTING)
REMODEL PARTIAL FLOOK PLAN -MAIN LEVEL
1 /411 _ 1 1_011
5E15MIG RETROFIT EXTERIOR WALL
(5EE 5TRU( TURAL SHEET 05)
ESG DESIGN
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DATE:
1 / 1 9/2022
SHEET 51ZE:
18" x 24"
DRAWING:
D4
FLAMING NOTES:
5' - 7" 00,5' - 10"
1. SEE GENERAL NOTES D I FOR FLOOR AND WALLS 511EATING AND NAILING.
2. TYPICAL INTERIOR AND EXTERIOR WALL HEADER TO BE MINIMUM (2)2x8 UNO.
3. WINDOW AND DOOR HEADERS SHALL BE INSULATED WITH A MINIMUM OF R- 10 INSULATION.
4. ALL WOOD POSTS CALLED OUT ON PLANS SHALL CARRY DOWN TO FOUNDATION, UNLESS
CARRIED BY BEAM.
5. ALL BEAM -POST CONNECTIONS TO HAVE METAL BRACKET TIES.
G. PROVIDE SOLID J015T BLOCKING BELOW ALL CROSS WALLS.
7. SHEAR WALLS, WHERE INDICATED ON PLAN, SHALL BE FRAMED PER SHEAR WALL 5110EDULE D 1. (E) HDR
8. CONTRACTOR TO COORDINATE SHEAR WALL ANCHOR BOLT AND HOLDOWN REQUIREMENTS WITH -IF
SHEAR WALL LAYOUT. PROVIDE (N) (2)2x4 hF#2
POSTS AT EACH (N) HEADER END
FLAMING PLAN LEGEND:
I I (N) 2x4 * 2xG HF#2 BOARDS BTWN
(E) TOP AND BOTTOM CHORDS OF SIDE TRUSSES
w
w/ "LU524(2G)" HANGERS AT EACH BOARD END,
Q
TOTAL OF (2) BOARDS
/A\ SHEAR WALL TAG, (REFER TO SHEAR WALL SCHEDULE)
CUT PORTION OF (E) TRU55 TOP AND
HD I HOLD-DOWN TAG, (REFER TO HOLD-DOWN SCHEDULE)
BOTTOM CHORDS AT (N) SKYLIGHT,
"LU524(2G)"
PROVIDE (N) HANGERS
EXISTING WALL TO BE UPGRADED OR VERIFIED
(E) TRU55 CHORDS TO (N) 5EAM5
END OR CHANGE OF ---
DIRECTION OF WALL MAX
(2)2x_ 5TUD5 MIN
PANEL -EDGE NAIL PLWD
SHEATHING TO EACH STUD (STAGGER)
"5D5" 1 /4 x 2-1/2"
WOOD SCREWS
VERIFY (E) OR PROVIDE (N)
BRACKETS PER SW SCHEDULE
(E) FOUNDATION WALL
TO REMAIN
(N) ANCHOR PER PLAN AND a,
HOLD-DOWN SCHEDULE I
I I
I I
(N) HOLD-DOWN BRACKET,
SEE PLAN FOR SIZE AND LOCATIONS
(E) WALL 5TUD5 TO REMAIN,
VERIFY (E) OR PROVIDE NEW
EXTERIOR SHEATHING
PER 5W SCHEDULE
(E) BOTTOM PLATE TO REMAIN
PROVIDE NEW NAILING PER SW
SCHEDULE
(E) RIM JOIST TO REMAIN
(E) SILL PLATE TO REMAIN,
VERIFY (E) OR PROVIDE NEW
TITEN-HD ANCHORS PER SW
SCHEDULE
RETROFIT HOLD-DOWN DETAIL
3/411 _ 1 1_011
(E) @24"oc ROOF TRUSSES
SPAN DIRECTION
VERIFY (E) OR PROVIDE (N) EXTERIOR
SHEATHING PER SW SCHEDULE,
PROVIDE (N) HOLD-DOWNS PER HD SCHEDULE
1'-5 8'-0" 11'-5 51- 10"
4'-4"
(N) 3-1/2" x 7-1/2"I
24F-V4 GLULAM HDR (N) 4x8 HF#2 HDR _
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(N) 3.5' x 5' II TRACE POSTS DOWN TO (E) FOUNDATION
SKYLIGHT � (E) 3.5' x 5'
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"SKYLIGHT SIZE,,
I� 4'-2"
II (N) (2)2x4 t- (2)2xG HF#2 BEAMS BTWN
(E) TOP AND BOTTOM CHORDS OF SIDE TRUSSES
I, w/ "LU524-2(2G-2)" HANGERS AT EACH BEAM END
TOTAL OF (2) BEAMS
II I (E) ROOF TRUSSES
II I' II TO REMAIN
II iI II
II II II
REMODEL PARTIAL ROOF FRAMING PLAN /
MAIN FLOOR SHEARWALL UPGRADE PLAN
1 /411 _ 1 1-011
TYP
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ANCHORED BRACKET
ATTACHMENT TO FOUNDATION
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ATTACHMENT TO
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EMBEDMENT DEPTH
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1011
1211
1211
7" EMBED.
1 O" EMBED.
1 O" EMBED.
1. MINIMUM SIZE OF POST AT THE END OF SHEARWALL, UNLESS NOTED OTHERWISE ON FRAMING PLANS.
2. EPDXY GROUTED RETROFIT ANCHORS SHALL BE INSTALLED PER THE FOLLOWING SPECIFICATIONS:
2. 1 .51MP50N "RFB" 5/5"0 ALL -THREAD ROD OR SIMILAR (A3G STEEL) TO BE USED WITH 51MP50N "SET" EPDXY ADHESIVE.
2.2.CONTRACTOR TO INSTALL 51MP50N "SET" EPDXY ADHESIVE PER MANUFACTURER'S SPECIFICATIONS CONTAINED IN REPORT E5R- 1772.
2.3.EPDXY HOLD-DOWN INSTALLATION REQUIRES A MINIMUM 8" THICK STEM WALL (CONTACT ENGINEER IF G" STEM WALL 15 PRESENT).
3. FOR ALL RETROFIT ANCHORS, MINIMUM 51DE EDGE DISTANCE = 1 -3/4", MIMIMUM CORNER OR END WALL DISTANCE = 4- 1 /4".
4. REFER TO PROJECT STRUCTURAL NOTES AND BUILDING INSPECTOR INSTRUCTIONS FOR POST -INSTALLED ANCHOR INSPECTION REQUIREMENTS.
5. ALL FASTENERS SPECS ARE FOR USE w/ HEM FIR LUMBER.
G. ALL BRACKETS TO BE "51MP5ON STRONG -TIE" OR APPROVED EQUAL. REFER TO MFR'5 INSTALLATION INSTRUCTIONS.
RECEIVED
Jan 27 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
ESG DESIGN
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SHEET 51ZE:
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ROOF TRUSSES TO REMAIN
5IMP50N "LU52G(24)" HANGERS
(N) BOARDS TO (E) TRUSS CHORDS)
5IMP50N "LU52G(24)" HANGERS
(E) TRUSS CHORDS TO (N) BOARDS
II
CUT PORTION OF (E) TRUSS
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3x WHERE REQD AND (N) (2)2x4 BEAM AT BOTTOM CHORD
PLWD 5HTG W/ FACE IN SHEARWALL SCHED
(N) "LU52G-2(24-2)" HANGERS
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(E) ROOFNG AND SHEATHING
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PORTION OF (E) TRUSS TO REMAIN
(E) BLOCKING TO REMAI
(E) FASCIA TO REMAIN
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THE WA STATE ENERGY CODE
PORTION OF (E) TRUSS TO REMAIN "�-51MP501\1 "LU52G(24)" HANGERS
(E) TRUSS CHORDS TO (N) BEAMS
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TEMPORARY SHORING OF THE ROOF STRUCTURE WILL BE NECESSARY PRIOR TO CUT THE PORTION OF
EXISTING ROOF TRUSS AND INSTALLING NEW BEAMS AND HANGERS. ALL SHORING WORK AND
INSTALLATION SHALL BE PER THE CONTRACTOR
(N) SKYLIGHT FRAMING DETAIL
(N) HEADER PER PLAN
(E) EXTERIOR MAIN FLOOR WALL TO REMAIN ----I u
(N) HEADER POST PER PLAN
(N)SIMPSON "LU524" HANGER
(E) TRUSS CHORD TO (N) CROSS -BOARD
(N)2x4 CROSS -BOARD SUPPORTING SHORT TRUSS PORTION
w/ "LU524" HANGERS TO SIDE TRUSSES
NEW DROPPED HEADER F17) RAMING DETAIL
4 3/411 _ 11_011
3/411 _ 11_011
(N) (2)2xG CROSS -BEAM
BTWN (E) TRUSSES TOP CHORDS
(N) 3.5' x 5' SKYLIGHT
MATCH (E) SKYLIGHT SIZE F
--------------
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CUT PORTION OF (E) TRUSS
TOP AND BOTTOM CHORDS
AT (N) SKYLIGHT LOCATIONS
(N) (2)2x4 CROSS -BEAM
BTWN (E) TRUSSES BOTTOM CHORDS
5IMP50N "LU524" HANGER
(E) TRUSS CHORD TO (N) BEAM
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3/411 _ 11_011
5IMP50N "LU52G" HANGER
(E) TRUSS CHORD TO (N) BEAM
PORTION OF (E) MID TRUSS
TO REMAIN
PROVIDE (N) VERTICAL WEB
w/ METAL CONNECTOR PLATES
TO (E) TRUSS CHORDS
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(N) SKYLIGHT PERIMETER
FRAMING PER CONTRACTOR
(E) ATTIC INSULATION
TO REMAIN
5/5" GWB TO REMAIN
SIDE VIEW DETAIL RECEIVED
Jan 27 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
ESG DESIGN
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DATE:
1 / 1 9/2022
SHEET 51ZE:
18" x 24"
DRAWING:
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GENERAL NOTES
Nothing in this permit approval process shall be interpreted as
allowing or permitting the maintenance of any currently existing
illegal, nonconforming, or unpermitted building, structure, or site
condition which is outside the scope of the permit application,
regardless of whether such building, structure, or condition is
shown on the site plan or drawing. Such building, structure, or
condition may be the subject of a separate enforcement action.
Sound/noise originating from temporary construction sites as a
result of construction activity are exempt from the noise limits
only during the hours of 7:OOam to 6:OOpm on weekdays and
10:00am and 6:OOpm on Saturdays, excluding Sundays and
Federal Holidays. At all other times the noise originating from
construction sites/activities must comply with the noise limits,
unless a variance has been granted. ECC Chapter 5.30
All changes in plans and field modifications shall be approved by
the local jurisdiction. The design professional shall prepare
drawings as required for approval. IBC 107.4
Temporary address shall be clearly visible from street during all
phases of construction. Failure to properly post house/building
numbers may result in no inspection by the City Inspector.
Curb signage is not acceptable.
Address numbers (4" min. lit. & 1/2" min. stroke width) shall be
posted to be plainly visible from the street or road fronting the
property. IRC R319
LIFE SAFETY NOTES
Smoke alarms shall be installed in each sleeping room, outside of
each separate sleeping area in the immediate vicinity of the
bedrooms, and on each level (including basements and habitable
attics) in new construction and in existing dwellings when
alterations, repairs or additions requiring a permit occur. A heat
detector or heat alarm shall be provided in new attached garages.
Smoke alarms shall be hard -wired with battery backup, and when
more than one smoke alarm is required within an individual
dwelling unit, they shall be interconnected. Discuss exceptions to
the power source requirements with the Building Inspector.
IRC R314 IBC 907.2.11.2 R314.2.1
Carbon monoxide alarms shall be installed outside of each
separate sleeping area in the immediate vicinity of the bedrooms
and on each level in new construction and in existing dwellings
when alterations, repairs or additions requiring a permit occur, or
when one or more sleeping rooms are added or created. IRC R315
Handrails and guards must be capable of resisting a concentrated
load of 200 pounds per square foot applied in any direction at any
point along the top. Guard in -fill components must be capable of
resisting 50 pounds per square foot.
IRC Table R301.5 IBC TABLE 1607.1 IBC 1607.8
s shall be continuous through stair flights of tour or more
risers, without interruption by newel posts (unless at a turn) or
other obstructions, and return to a wall, newel post, or safety
terminal. The grip -size shall be Type I or II or of equivalent
graspablity. IRC 311.7.8 IBC 1011.11
LIFE SAFETY NOTES (continued)
Provide one operable escape window in the basement, habitable
attic and in each sleeping room meeting all of the following
quirements:
*An operable area of not less than 5.7 sq. ft. (5 sq. ft. for grade
floor opening)
•A minimum clear opening height of 24 inches
•A minimum clear opening width of 20 inches
*Not more than 44 inches between the finished floor and the
bottom of the clear opening.
Escape windows located under decks or porches must have a path
36 inches in height to a yard or court. R310 IBC 1029
The greatest riser height within any flight of stairs or the greatest
tread depth within any flight of stairs shall not exceed the smallest
by more than 3/8 inch.
IRC R311.7.5.1 IRC R311.7.5.2
FOOTINGS/FOUNDATIONS
Footing drains are required around concrete/masonry foundations
that retain earth and enclose habitable or usable spaces located
below grade, or for crawl spaces when a minimum 6 inch slope
within the first 10 feet of the foundation wall is not achieved. A
separate footing drain inspection by COE Engineering department
is required. IRC R401.3 IRC R405.1
Slab -on -grade floors shall be a minimum 3.5-inch thick concrete
over a 6 mil vapor barrier and 4-inch base of sand/gravel/etc.
There shall be a thermal -break for slabs inside a foundation wall,
and if the slab is less than 24" below the exterior grade, 24" wide
R-10 perimeter insulation must be provided. Slabs used as part of
a hydronic heating system shall have R-10 insulation provided
throughout the entire slab area.
IRC R506 WSEC R402.2.9 WSEC Table R402.1.1
Vertical rebar must be hooked and tied in place at time of footing
inspection. Maintain minimum 3" clearance to earth, 1-1/2" to
form -work for reinforcement. R403.1.3 R404.1.2.3.7.4
Anchor bolts shall be at least 1/2 -inch in diameter and extend 7
inches into concrete. There shall be a minimum of two bolts per
plate, with one bolt within 12 inches but not closer than seven bolt
diameters from the end of the plate. The bolt spacing shall not
exceed 6 feet o.c. and shall have a nut and 3"x3"x0.229" washers
unless engineered. IRC R403.1.6
FRAMING NOTES
Hardware and fasteners in contact with preservative -treated wood
shall be of hot -dipped zinc galvanized steel, stainless steel, silicon
bronze or copper. IRC R317.3.1 IBC 2304.10.5.1
Joists less than 18" and beams less than 12" to grade and all wood
exposed to weather shall be preservative -treated or naturally
resistant to decay. IRC R317 IBC 2304.12.1.1
Joists shall have not less than 1.5 inches bearing on wood or metal
and 3 inches on concrete. Joists shall be prevented from rotating
at the ends and at intermediate support by approved hangers, 2
inch nominal blocking, or attachment to a rim board.
IRC 502.6 IRC 502.7 IBC 2308.4.2.2 IBC 2308.4.2.3
FRAMING NOTES (continued)
Foundation cripple walls shall be framed of studs not less in size
than the studs above. Walls over 4 feet in height shall be framed
of studs having the size required for an additional story. Cripple
walls studs less than 14 inches in height shall be sheathed on at
least one side with a wood structural panel that is fastened to both
the top and bottom plates in accordance with Table R602.3 (1), or
cripple walls shall be constructed of solid blocking. Cripple walls
shall be supported on continuous foundations.
IRC R602.9 IBC 2308.5.6
Prior to the framing inspection, the building must be dried in with
a minimum of roofing, windows, and siding paper installed.
Truss layouts showing girder truss/hip-master locations are not
permitted to change and must be followed correctly. If the truss
manufacturer requests to change, in part or in whole, the layout
shown, they must contact the architect/designer to ensure that the
structural design of the building is maintained. If the layout
shown is changed, in part or in whole, the Building Division
requires new engineering calculations and must approve the
changes prior to the installation of the roof sheathing.
Exterior and bearing wall studs may be notched <25% and bored
<40% of the stud width. Non -bearing wall studs may be notched
<40% and bored <60% of the stud width. Any bore located <5/8"
from the stud face is considered a notch. Rafters and joists may be
notched in the outer thirds of the span with a maximum notch
depth 1 /6th and a notch width 1 /3rd the depth of the member.
Rafters and joists may be bored up to 1/3rd the depth of the
member no closer than 2" to each edge or to another bore. Top
plates notched or bored >50% of the width must have a 16ga.
strap, 6 inches past and fastened with 8-1 Od nails at each side of
the opening. IRC R502.8 IRC R602.6 IBC 2308.4.2.4
Attic access openings are required for buildings with combustible
ceiling or roof construction over an area >30 sq. ft. and with a 30"
vertical space between ceiling and roof framing members. The
rough -framed opening shall be 22"00" and located in a hallway or
other readily accessible location. The access cover shall be
weather-stripped and insulated to a level equal to the surrounding
surfaces. IRC R807.1 WSEC 402.2.4
,ttic ventilation openings shall not be less than 1/150 of the area
f the space ventilated. It may be reduced to 1/300 if at least 50
ercent and not more than 80 percent of the required openings are
t least 3 feet above the eave vents with the balance provided by
ie eave vents. The net free cross -ventilation area may also be
educed to 1/300 when a Class I or II vapor barrier is installed on
e warm -in -winter side of the ceiling. IRC R806.2 IBC
1202.2 IBC 1202.4
ADDITIONAL REQUIREMENTS
A survey may be required prior to the foundation wall inspection is
the Building Inspector is unable to verify setbacks. Lot line stakes
should be in place at the time of the foundation inspection and
established property pins should be made visible.
MECHANICAL NOTES
A 307700" level working space shall be provided in front of the
control side to service appliances. In attics and underfloor areas,
a passageway a minimum of 30 inches high and 20 inches wide
traveling not more than 20 feet from the access shall be provided.
A 24 inch wide solid pathway shall be provided in attics. A
switch -controlled luminaire is required at the passageway opening
and a receptacle outlet at or near the appliance. A means of
electrical disconnect is required within sight of the appliance or
the breaker is to be capable of being locked in the open position.
IRC M1305 IMC 306 NEC 422.31(B)
Provide the combustion air required for the proper operation of the
appliance(s). The minimum required volume per the standard
method is 50 cubic feet per 1000 BTU/hr. Where exhaust fans,
clothes dryers, and kitchen ventilation systems interfere with the
operation of appliances, makeup air shall be provided. Fuel -fired
appliances shall not be located in sleeping rooms, bathrooms,
toilet rooms, or storage closets unless specific installation
requirements are met. IRC R1503.6 G2407.4 G2407.5.1
IFGC 303.3 304.4 304.5
An exhaust hood/system of >400cfm installed or required by the
range or cooktop manufacturer must be provided with makeup air
equal to the exhaust air rate. IRC M1503.6 IMC 505.4
Provide required makeup air in the laundry room. Louvered doors
or openings/grilles into other spaces may be used to meet the
requirements. Other limitations may arise if a gas dryer is
installed.
IMC 504.6 G2407.4 G2407.9.1 IFGC 304.9.1
Dryer ducts shall terminate outside of the building, 3 ft. from any
openings into the building. The termination shall have a back
draft damper and no screen. The dryer duct shall be a minimum
28 ga. thick, a minimum 4 inches in diameter, have a smooth
interior finish, have sections joined with the insert end in the
direction of airflow, be supported at 12 ft. intervals, and secured in
place protected by nail plates that extend 2" above/below
bottom/top plates. The joints shall be sealed with UL181A listed
mastic or tape. Dryer duct maximum lengths is 35 ft. with
deductions for fittings (or sized/length per manufacturer). If
concealed, the equivalent length of the duct shall be permanently
labeled or tagged within 6 ft. of the dryer connection.
IRC M1502 M1601.4.1 G2439 IMC 504 IFGC 614
Hydronic heating system piping shall be tested at 100 psi water
pressure or 1 1/2 times the operating pressure, whichever is greater,
for a minimum of 15 minutes. Piping embedded in concrete shall
be pressure tested prior to the placing of concrete and be
maintained at operating pressure during concrete placement. The
test must be observed by the Building Inspector prior to concrete
placement. Note: a means of providing outdoor air per IRC
R303.49 M505 IRC Chapter 21 and IMC 403.2 is required.
IMC 1208 - 1209
Refrigerant circuit access ports located outdoors shall be fitted
with locking -type tamper- resistant caps. or shall be otherwise
secured to prevent unauthorized access.
IRC M1411.8 IMC 1101.10
PLUMBING NOTES
ixtures installed on a floor level that is lower than the next
upstream manhole cover of the public or private sewer shall be
protected from backflow of sewage by installing an approved type
of backwater valve. Fixtures on floor levels above such elevation
shall not discharge through the backwater valve. UPC 710.1
Vent all plumbing fixtures through the roof per UPC 906.0 or with
a loop vent per UPC 909.0. Air admittance valves are not
permitted unless first approved by the Building Inspector on a case
case basis.
Water heaters installed in attics, attic -ceiling assemblies,
floor -ceiling assemblies or a floor/sub-floor assembly, where
damage may occur from a leak, shall be installed in a watertight
pan made of corrosion -resistant materials. The pan shall not be
less than 1 1/2" in depth and have a minimum 3/4" drain and the
drain shall terminate in a visible location. The drain cannot empty
into the crawlspace beneath a building. Discharge from a relief
valve into a water heater pan shall be prohibited. UPC 507.4
UPC 507.5 UPC 608.5(7)
Access will be required for the whirlpool/jetted tub pump and the
tempering valve for all tubs. The tempering valve may also be
installed at the water heater. UPC 409.6
Showers shall be a minimum of 900 square inches and be capable
of encompassing a 30 inch circle. The shower receptor shall have
a finished dam, curb, or threshold between 2" and 9" above the top
of the drain. The floor of the shower shall slope a minimum of 1/4"
and a maximum of 1/2". Lining materials for built-up showers and
shower seats shall be sloped, extend upward 3" above the
horizontal surface, and over the top of the dam or threshold.
Shower receptors shall be tested by filling with water to the top of
the rough threshold while plugged at the drain. Protect the weep
holes in the sub -drain clamping ring from clogging.
UPC 408.5 - 408.7
Main building shut-off required on water supply line. UPC 606.2
Pressure reduction valve on main water supply line required by
City code.
Vent hot water tank relief valve directly into the drainage system
OR outside.
UPC 608.5 (3)
Hot water tank must be seismically anchored or strapped at points
within the upper one-third and lower one-third of its vertical
dimensions. At the lower point, a minimum distance of 4" must be
maintained above the controls with the strapping.
C 507.2
All pressure absorbing devices (e.g. air chambers, mechanical
devices, hammer arrestors) shall be accessible or installed per
manufacturer. UPC 609.10
Minimum 1" air -gap required at dishwasher. UPC 414.3
Hose bibs (exterior faucets) are required to have a permanently
affixed anti -siphon device installed. UPC 603.5.7
Soaker and jetted tubs shall be installed and supported per the
manufacturer's installation specifications. UPC 409.6
FIRE -RATED CONSTRUCTION
Dwelling/garage separation shall be maintained by installing 1/2" gypsum
wallboard on the garage side from the foundation to the underside of the
roof sheathing. Ceiling of garages with habitable space above shall have
5/8-inch Type X gypsum wallboard attached with 1-7/8 inch 6d coated
nails or equivalent drywall screws and the structural elements supporting
the ceiling protected with 1/2 gypsum wallboard. Enclosed accessible space
under stairs shall have walls, under -stair surface and any soffits protected
on the enclosed side with 1/2" gypsum wallboard. Water resistant gypsum
shall not be used as a the backing board where there will be direct
exposure to water, or in areas subject to continuous high humidity
(showers, etc.). IRC R302.6 IRC R702.3.7
Fireblocking shall be provided to cut off all concealed draft openings (both
vertical and horizontal) and to form an effective fire barrier between
stories, and between a top story and the roof space. Fireblocking shall be
provided in wood -frame construction in the following locations:
1) In concealed spaces of stud walls and partitions, including furred spaces
and parallel rows of studs or staggered studs as follows:
1.1 Vertically at the ceiling and floor levels.
1.2 Horizontally at intervals not exceeding 10 feet.
2) At all interconnections between concealed vertical and horizontal spaces
such as occur at soffits, drop ceilings and cove ceilings.
3) In concealed spaces between stair stringers at top and bottom of the run.
4) At openings around vent, pipes, and ducts at ceiling and floor level, with
an approved material to resist the free passage of flame and products of
combustion. For additional requirements see IRC 302.11
Draftstops shall be installed in combustible construction where there is
usable space both above and below the concealed space of a floor/ceiling
assembly, so that the area of the concealed space does not exceed 1000 sq.
ft. and shall divide the space into approximately equal areas. Where the
assembly is enclosed by a floor membrane above and a ceiling membrane
below, draftstopping shall be provided in floor/ceiling assemblies under
the following circumstances:
1.Ceiling is suspended under the floor framing.
2.Floor framing is constructed of truss -type open -web or perforated
members.
Draftstopping materials shall not be less than 1/2 inch gypsum board, 3/8
inch wood structural panels or other approved materials adequately
supported and installed parallel to the floor framing members
IRC R302.12
ADDITIONAL REQUIREMENTS
Height verification shall be done by the applicant's agent/contractor and
observed by the Building Inspector on site. The agent/contractor shall set
up the equipment (transit/builders level), establish the datum point, and the
point of average grade. These items must be consistent with the approved
plans. If the proposed height of a building (as shown on the plans) is
within 12 inches of the maximum height permitted for the zone, an
elevation survey is required. An elevation survey consists of three
components to be conducted by a licensed surveyor. 1) Prior to
construction, the surveyor shall establish average grade as specified in
ECDC 21.40.030, and shall establish a reference datum point that will be
undisturbed and can be freely accessed. 2) The surveyor shall locate the
elevation of the first floor prior to the City under -floor inspection. 3) A
final letter of height confirmation shall be provided upon completion of the
structure.