7622 175TH ST - PLANS (1)ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
APPROVED
PLANS MUST BE
ON JOB SITE
City Of Edmonds
Building Department
Work Roberson Remodel
Address 7622 175TH ST SW
Owner SHAUNA ROBERSON
Approved Date 06/01 /2020
Building Official 11Cu4fffoo#(&fd
Permit Number BLD2020-0461
SITE PLAN
175TH STREET
SCALE 1/16" = V-0"
0 16 32
O O 1 O
Project Information
A_aalicant
Shauna Roberson
Owner
Shauna Roberson
Agent of owner and main contact
Loren Hill
206-910-7438
Loren.Hill@gmail.com
Assessors Parcel Number
27040700404100
Property Description
SEC 07 TWP 27 RGE 04W 80FT OF E 271.60FT OF S1/2 S1/2 NE1/4SE1/4 EXC
N 1 OFT & EXC S 118.23FT THOF AKA LOT A OF CITY OF ED SP REC AFN
7709160402
Property Address
7622 175TH ST SW
EDMONDS, WA
98026
Project Description
Scope of work to include remodel of kitchen and removing a load bearing wall
between kitchen and living room and replacing with beams. The Master Bath will
be remodel with upgrading fixtures. Also the front steps roof eaves will be extended
and front porch steps will be rebuilt.
Code Notes
Zoning:
RS-12
Set back:
Front Yard
25 Feet
RING Side Yard
10 Feet
Rear
25 Feet
Lot Coverage allowed 35 percent of total lot area
Existing House and eaves 1,442 SF
New propoposed porch roof 160 SF
Shed 130 SF
Total lot coverage = 1,732/10,019 = 17.3%
Building Height Allowed 25 Feet
Height Calculations: A = 210.0', B = 209.8, C = 211.6', D = 211.1'
Average Grade = 210.6'
Max Height = 235.6'
Lot Size 15,246 SF
Building Area: Existing
Heated -
Upper Floor Area: 1588 SF
Lower Floor Area: 884 SF
Unheated.
Attached Garage: 572 SF
Buildina Code:
Regulating Code: 2015 IRC as amended by the State of Washington
and the City of Edmonds
2015 Washington State Energy Code
Occupancy: R-3, Single Family Residence
Construction Type: V-N
Seismic Zone: 3
Wind Exposure: Exposure B
Energy/Mechanical:
Energy Code Compliance: New construction will adhere to 2015 Washington State Energy Code.
When porttions of existing interior
cavities are opened, best effort will be used to comply
with Energy Code
Building Envelope: Ceiling: (vaulted)
Ceiling: (attics)
Exterior Walls:
Below -Grade Wall
Under Slab -on -grade:
Floors over Unconditioned Space:
Window and Door Headers insulated min. R-10
Exterior Doors: Doors with raised sill U-Factor= 0.20 per manufacturer.
Glazing: No new windows
RECEIVED
N May 05 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
(:? DEPARTMENT
R-38
R-49
R-21
R-10/15/21 Int. + TB
R-10
R-30
0 �^
0
Z 00
Q M
Q
(n C) LU
O
= Zia,
N
M W C)
J Le) cn
J
W U)
o1�_co
OWo
�Wco
W
Z=�
O F- c
Cl) Z
Wti0
W r 2
C
m N W
ON
ti
C)
CV
Z
O
U)
M
W
w
m
O
U
E
0
LL
a
ll--
J
0
IL Z
W
W
H
p
to
0
0
A 1
RECEIV
May 05 2C
CITY OF EDMON
DEVELOPMENTSEP
DEPAR ME 7
- - - - - - - - - - - - - - - - - - -
2 \ LOWER FLOOR PLAN
2A
SCALE 1/4" = 1'-0"
0 4 8
1 O 1 O
— EXISTING STAIRS
TO BE REMOVED
C'7
O
Y
U)
U)
NEW EXTERIOR STAIRS
W/ (3) 2X12 PT STRINGERS
(10) RISERS @ 7 5/8"
(9) TREADS @ 10"
SEE HANDRAIL NOTE
HANDRAIL NOTE:
ALL HANDRAILS SHOULD BE 34" DIRECTLY
ABOVE TREAD NOSE UNLESS NOTED OTHERWISE
ALL HANDRAILS SHALL START AT
LEAST DIRECTLY ABOVE TOP RISER,
AND EXTEND TO AT LEAST THE TOP OF THE
LOWEST RISER AND HANDRAIL ENDS MUST
RETURN TO ADJACENT WALLS
AND COMPLY WITH R311.5.6
HANDRAIL GRIP CROSS SECTION TO BE
1 1/4"-2" DIA.AND AT 1 1/2" FROM WALLAND
COMPLY WITH R311.5.6.3
HANDRAILS TO BE CONTINOUS ATALL STAIR
FLIGHTS. ENDS OF HANDRAILS TO TERMINATE
INTO WALL WITH SAFETY TERMINAL.
GUARD RAIL NOTE:
ALL GUARD RAILS TO MINIMUM 36" WITH
ANY OPENINGS WIDER THEN 4"
� UPPER FLOOR PLAN
RECEIVED
May 05 2020
2 A DEVEl N SOERVIC NDE'S- 1,-�„
� PA -I EOT 0
-EXTEND
ROOF EAVE
AND ADD
SUPPORT
BEAM
REBUILD
EXISTING
STAIRS AND
LANDING
0 �^
0
Z co
Q M
Q
(n C)LU CD
77 Zia,
N
M W O
J Ln U)
J
W U)
o1�_co
Owo
W co
W
Z =
O F- c
cl) Z
Wti0
W r 2
C
m N W
ON
ti
C)
CV
Z
O
U)
M
w
w
m
O
U
�
E
L
0
/CV
/Y
Oa
J
J
LLa
0
N
0
M
0
2 � ROOF PLAN
W,
30'-8 1 /2"
SCALE 1/4" = 1'-0"
0 4 8
O O I O
VERIFY EXISTNG OR
PROVIDE NEW (2)2x
POST IN BASEMENT
\A/AI I MEI f\\A/
ROOF FRAMING PLAN
b
NEW 2X6 OUTRIGGER EACH
EXIST RAFTER. PROVIDE 2'-0"
BACKSPAN MIN W/ 10d @ 4" O.C.
PROVIDE LUS26-2
HANGER EACH SIDE
STRIP SKYLIGHT
K
G OR PROVIDE
ASEMENT STUD
0 VERIFY MIN.
WIDE STRIP
RE PAD FOOTING
RECEIVEL
May 05 2020
DEC�� N SENRVSl 'S— 1'-011
� PA -I EOT 0
0 3:o
0 z-
Q M
Q
cn C)
= z�a,
LU
M W O
n
J �U)
J
W U)
o1�-co
04
CO W co
C W o
W V/
Z vi
0 aJ
/A L
ti 0
WG
a
m N W
ON
ti
0
CV
z
O
U)
M
w
w
m
O
U
�
E
L
0
0
a
Z
Z
Z
a Q
�QLL
LJO
paw
w
GENERAL STRUCTURAL NOTES
(THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS)
CRITERIA
1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE
DRAWINGS, SPECIFICATIONS & THE INTERNATIONAL BUILDING CODE (2015 EDITION).
2. DESIGN LOADING CRITERIA:
FLOOR LIVE LOAD (RESIDENTIAL) . . . . . . . . . . . . . . . . . . 40 PSF
ROOF SNOW LOAD (Pf) . . . . . . . . . . . . . . . . . . . . . . . 25 PSF
3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL
DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS
AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY
DISCREPANCIES PRIOR TO CONSTRUCTION.
4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CON-
DITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CON-
STRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST
VERIFIED. CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL ADJACENT
UNDERGROUND UTILITIES PRIOR TO COMMENCING EXCAVATION. THE CONTRACTOR SHALL
BRING ALL CONFLICTS AND DISCREPANICES TO THE ATTENTION OF THE ARCHITECT
AND STRUCTURAL ENGINEER.
5. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY
DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION
AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. EXISTING
REINFORCING SHALL BE RETAINED UNDAMAGED WHERE NOTED ON THE PLANS.
DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING
STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON
EXISTING FLOOR SYSTEMS TO 40 PSF. ALL NEW OPENINGS THROUGH EXISTING
CONCRETE OR MASONRY WALLS, SLABS AND BEAMS SHALL BE ACCOMPLISHED BY SAW
CUTTING WHEREVER POSSIBLE.
6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND
STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN
ACCORDANCE WITH THE PLANS.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE
METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK.
THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL
AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE
SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CON-
TRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE,
CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CON -
CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE.
GEOTECHNICAL
8. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE
ASSUMED AND THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER. IF
SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER
FOR POSSIBLE FOUNDATION REDESIGN.
FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW ADJACENT
SHEATHING WITH NO COUNTERSINKING PERMITTED.
16. STAPLES - THE FOLLOWING STAPLES MAY BE SUBSTITUTED FOR NAILING OF
PLYWOOD (APA RATED SHEATHING):
NAIL SIZE EQUIV. STAPLE MINIMUM LENGTH
6D 16 GA. 1-3/4"
8D 15 GA. 1-3/4"
10D 13 GA. 1-3/4"
IF CONTRACTOR PROPOSES THE USE OF ALTERNATE STAPLES, THEY SHALL SUBMIT
STAPLE SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION)
FOR REVIEW AND APPROVAL. STAPLES SHALL BE DRIVEN FLUSH TO FACE OF
SHEATHING WITH NO COUNTERSINKING PERMITTED.
17. WOOD FRAMING NOTES --THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN:
A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED
TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. MINIMUM
NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 2304.10.1 OF
THE INTERNATIONAL BUILDING CODE. UNLESS NOTED OTHERWISE, ALL NAILS
SHALL BE COMMON. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS
WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. PROVIDE WASHERS UNDER
THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD.
B. WALL FRAMING: ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE
2X4 STUDS @ 16" O.C. AT INTERIOR WALLS AND 2X6 @ 16" O.C. AT EXTERIOR
WALLS. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS
AND AT EACH SIDE OF ALL OPENINGS. TWO 2X8 HEADERS SHALL BE PROVIDED
OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COL-
UMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. WALLS SHALL
HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE
TO EACH STUD WITH TWO 16D NAILS, AND TOENAIL OR END NAIL EACH STUD TO
BOTTOM PLATE WITH TWO 16D NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16D
AT 12" O.C. AND LAP MINIMUM 4'-0" AT JOINTS AND PROVIDE SIX 16D NAILS
AT 4" O.C. EACH SIDE OF JOINT. ALL STUD WALLS SHALL HAVE THEIR LOWER
WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16D NAILS AT 12" O.C.
STAGGERED OR BOLTED TO CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS (WITH
7" MINIMUM EMBEDMENT)@ 4'-0" O.C. UNLESS INDICATED OTHERWISE. INDIVI-
DUAL MEMBERS OF BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH
16D @ 12" O.C. STAGGERED. REFER TO THE PLANS AND SHEAR WALL SCHEDULE
FOR REQUIRED SHEATHING AND NAILING. WHEN NOT OTHERWISE NOTED, PROVIDE
GYPSUM WALLBOARD ON INTERIOR SURFACES NAILED TO ALL STUDS, TOP AND
BOTTOM PLATES AND BLOCKING WITH NAILS AT 7" O.C. USE 5D COOLER NAILS
FOR 1/2" GWB AND 6D COOLER NAILS FOR 5/8" GWB. WHEN NOT OTHERWISE
NOTED, PROVIDE 1/2" (NOM.) APA RATED SHEATHING (SPAN RATING 24/0) ON
EXTERIOR SURFACES NAILED AT ALL PANEL EDGES (BLOCK UNSUPPORTED EDGES),
TOP AND BOTTOM PLATES WITH 8D @ 6" O.C. AND TO ALL INTERMEDIATE STUDS
AND BLOCKING WITH 8D @ 12" O.C. ALLOW 1/8" SPACING AT ALL PANEL EDGES
AND ENDS.
C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS AROUND ALL OPENINGS IN
FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING AT ALL
BEARING POINTS. TOENAIL JOISTS TO SUPPORTS WITH TWO 16D NAILS. ATTACH
TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH METAL JOIST HANGERS IN
ACCORDANCE WITH TIMBER CONNECTOR NOTE. NAIL ALL MULTI -JOIST BEAMS TO-
GETHER WITH 16D @ 12" O.C. STAGGERED. UNLESS OTHERWISE NOTED ON THE
FINISHED GRADE. UNLESS NOTED OTHERWISE, FOOTINGS SHALL BE CENTERED BELOW
COLUMNS OR WALLS ABOVE. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE
DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE.
ALLOWABLE SOIL PRESSURE . . . . . . . . . . 2,000 PSF
LATERAL EARTH PRESSURE . . . . . . . . . . . 35 PCF
WOOD
9. FRAMING LUMBER SHALL BE KILN DRIED OR MC-15, AND GRADED AND MARKED IN CON-
FORMANCE WITH WCLIB STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17,
LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS:
JOISTS: (2X MEMBERS) HEM -FIR NO. 2
MINIMUM BASE VALUE, FB = 850 PSI
(3X & 4X MEMBERS) DOUGLAS FIR NO. 1
MINIMUM BASE VALUE, FB = 1000 PSI
STRUCTURAL LIGHT FRAMING: DOUGLAS FIR NO. 2
(INCL. 3X AND 4X POSTS) MINIMUM BASE VALUE, FB = 900 PSI
BEAMS AND STRINGERS: DOUGLAS FIR NO. 1
(INCL. 6X AND LARGER) MINIMUM BASE VALUE, FB = 1350 PSI
POSTS AND TIMBERS: DOUGLAS FIR NO. 1
(6X6 AND LARGER ) MINIMUM BASE VALUE, FC = 1000 PSI
STUDS, PLATES & MISC. FRAMING: DOUGLAS FIR OR HEM -FIR STANDARD GRADE
2X6 STUDS AND PLATES: HEM -FIR NO.3/ STUD GRADE
10. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND
AITC STANDARDS. EACH MEMBER SHALL BEAR AN AITC IDENTIFICATION MARK AND
SHALL BE ACCOMPANIED BY AN AITC CERTIFICATE OF CONFORMANCE. ALL SIMPLE
SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V4, FB = 2,400 PSI, FV =
165 PSI. ALL CANTILEVERED BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V8,
FB = 2400 PSI, FV = 165 PSI. CAMBER ALL SIMPLE SPAN GLULAM BEAMS TO 2,000'
RADIUS, UNLESS SHOWN OTHERWISE ON THE PLANS. ALL COLUMNS SHALL BE DOUGLAS
FIR COMBINATION NO. 5, FC = 2400 PSI, E = 2.0 X 10E6 PSI.
11. ENGINEERED LUMBER MEMBERS SHALL BE MANUFACTURED UNDER A PROCESS BY THE
NATIONAL RESEARCH BOARD. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING
THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, THE NATIONAL
RESEARCH BOARD NUMBER, AND THE QUALITY CONTROL AGENCY. ALL LUMBER SHALL
BE MANUFACTURED IN ACCORDANCE WITH THE APPROPRIATE NER REPORT AND GLUED
WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM D2559 WITH ALL
GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER.
PST, FB = 2900 PSI E = 2000 KSI FV = 290 PSI NER-292
LSL FB = 2250 PSI E = 1500 KSI FV = 285 PSI NER-481
LVL FB = 2600 PSI E = 1800 KSI FV = 285 PSI NER-126
DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY THE WEYERHAUSER
CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND
APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. ALTERNATE JOIST
HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED
THEY HAVE ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST
PLANS, ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH STRENGTH AXIS
PERPENDICULAR TO SUPPORTS AND NAILED WITH 8D NAILS @ 6" O.C. TO FRAMED
PANEL EDGES AND OVER STUD WALLS AS SHOWN ON PLANS AND @ 12" O.C. TO
INTERMEDIATE SUPPORTS. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED
BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR
SHEATHING EDGES SHALL HAVE APPROVED TONGUE -AND -GROOVE JOINTS OR SHALL
BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL
EDGES AND ENDS OF ALL ROOF AND FLOOR SHEATHING. TOENAIL BLOCKING TO
SUPPORTS WITH 16D @ 12" O.C. UNLESS OTHERWISE NOTED. AT BLOCKED FLOOR
AND ROOF DIAPHRAGMS PROVIDE FLAT 2X BLOCKING AT ALL UNFRAMED PLYWOOD
PANEL EDGES AND NAIL WITH EDGE NAILING SPECIFIED.
HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS
PROVIDED.
ALL PROPOSED HOLE SIZES AND LOCATIONS SHALL BE SUBMITTED TO THE STRUCTURAL
ENGINEER FOR APPROVAL TWO WORKING DAYS PRIOR TO DRILLING HOLES.
12. PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II,
EXTERIOR GLUE IN CONFORMANCE WITH APA STANDARDS. ORIENTED STRAND
BOARD OF EQUIVALENT THICKNESS, EXPOSURE RATING AND SPAN RATING MAY BE
USED IN LIEU OF PLYWOOD.
A. ROOF SHEATHING SHALL BE 1/2" (NOM.) WITH SPAN RATING 24/0.
B. FLOOR SHEATHING SHALL BE 3/4" (NOM.) WITH SPAN RATING 40/20.
C. WALL SHEATHING SHALL BE 1/2" (NOM.) WITH SPAN RATING 24/0.
REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING.
13. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE -
TREATED WITH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT IMPREGNATED
BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR
MASONRY. ALL WOOD EXPOSED TO WEATHER WITHOUT THE ADEQUATE PROTECTION OF
A ROOF OR EAVE SHALL BE AN APPROVED WOOD OF NATURAL RESISTANCE TO DECAY
OR PRESSURE TREATED. SUCH MEMBERS INCLUDE HORIZONTAL MEMBERS SUCH AS
GIRDERS, JOISTS, AND DECKING; OR VERTICAL MEMBERS SUCH AS POSTS, POLES,
AND COLUMNS.
14. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE"
BY SIMPSON COMPANY, AS SPECIFIED IN THEIR MOST RECENT CATALOG. EQUIVALENT
DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC
APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF
FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN
ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS
CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER.
ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS
UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UN-
LESS NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE SEA-
SONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. HANGERS
IN DIRECT CONTACT WITH PRESERVATIVE -TREATED WOOD SHALL BE EITHER STAINLESS
STEEL (SST300), POST HOT -DIPPED GALVANIZED(HDG) OR GALVANIZED WITH A MINI-
MUM OF 1.850Z ZINC PER SQUARE INCH (ZMAX). UNLESS NOTED OTHERWISE, ALL
LUMBER JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST
HANGERS, AND ALL TJI JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "ITT"
OR "IUT" SERIES JOIST HANGERS.
15. NAILS - NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING
SPECIFICATIONS:
SIZE LENGTH DIAMETER
6D 2" 0.113"
8D 2-1/2" 0.131"
10D 3" 0.148"
12D 3-1/4" 0.148"
16D 3-1/2" 0.162"
IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT
NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION)
FOR REVIEW AND APPROVAL. NAILS SHALL BE DRIVEN FLUSH TO FACE OF
RECEIVED
May 05 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
�o
z co
Q Q v
V) D 3 0
77 Z a,N
M W C)
J Ln v, N,
J 3:
W U)
onto
O W 04
O
W 00
Lu (7)
v♦
Z=C
0 a
Z
ti 0
W �
m N W
ON
ti
O
CV
Z
O
W
M
It
w
m
O
U
0
L
0
a
J
W
`D`V+
�r
V
O
V♦
o �^
0
Z co
Q M
Q
(n C)LU CD= Zia,
N
M W O
J Ln cn
J
w U)
o1�-co
Owo
�wco
LLI
z = �;
O H- c
Cl)
W ti0
wr2
C
m N w
ON
ti
0
N
Z
O
U)
Cl?
w
w
m
O
U
�
E
L
0
/(D
/Y
J
9U)
J
�
H
V
D
w
GC
�
H
S2