SEE REV1APPROVED BLD RESUB 1-BLD2022-1329+Structural_Plan+9.20.2023_9.37.40_AM+3793485BUILT engineering
APPROVED
PLANS MUST BE
ON JOB SITE
OBTAIN ELECTRICAL
PERMIT FROM
STATE LABOR &
INDUSTRIES
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
Tlease obtain a separate
I.Plumbing permit from the
'City of Edmonds.
• A deferred submittal is
required for the exterior
balconies. This is to be
submitted for review and
approval by the City of i
• Edmonds.
The following documentation shall be available on
■
site for the building inspector: ■
■
'. x❑ COE APPROVED ARCHITECTURAL PLAN SET
x❑ COE APPROVED STRUCTURAL PLAN SET
COE REVIEWED CALCULATION PACKET
■
❑ ENERGY CREDIT WORKSHEET -
■ ❑ SITE PLAN
❑ CIVIL PLAN ■
.F1 -
CITY OF EDMONDS BUILDING DEPARTMENT 2021 ■
ti...............................................
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 (2018 EDITION),
& EDMONDS BUILDING CODE MODIFICATIONS TO THE INTERNATIONAL BUILDING CODE.
2. DESIGN LOADING CRITERIA:
FLOOR LIVE LOAD (RESIDENTIAL). . . . . . . . . . .40 PS
ROOF SNOW LOAD (Pf) . . . . . . . . . . . . . . . . 25 PSF
WIND:
BASIC WIND SPEED (3-SECOND GUST) . . . . . . . .110 MPH
WIND IMPORTANCE FACTOR (Iw). . . . . . . . . . . . .1.0
WIND EXPOSURE . . . . . . . . . . . . . . . . . . . . D
TOPOGRAPHICAL FACTOR (Kzt). . . . . . . . . . . . .1.00
EARTHQUAKE:
LAT. / LONG . . . . . . . . . . . .
. . 47.813 /-122.377
SEISMIC IMPORTANCE FACTOR (Ie) . .
. . . . . . . . .1.0
SEISMIC USE GROUP . . . . . . . . .
. . . . . . . . . II
MAPPED SPECTRAL RESPONSE (Ss/S1) .
. . . . . 1.28g/0. 45g
SPECTRAL RESPONSE COEF. (SDS/SD1) .
. . . . . 1.03g/0.56g
SEISMIC FORCE RESISTING SYSTEM:. .
.PLYWOOD SHEAR WALLS
DESIGN BASE SHEAR . . . . . . . .
.. . . . . . . 27.02k
SEISMIC RESPONSE COEFICIENT (Cs) .
. . . . . . . .0.159
SEISMIC DESIGN CATEGORY . . . . .
. . . . . . . . . . D
RESPONSE MODIFICATION FACTOR (R).
. . . . . . . . . 6.5
ANALYSIS PROCEDURE . . . . . . EQUIVALENT
LATERAL FORCE
REFERENCE: USGS NATIONAL SEISMIC HAZARD MAPPING PROJECT
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 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 PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND
STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN
ACCORDANCE WITH THE PLANS.
6. 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.
7. SPECIAL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION SHALL BE
PROVIDED IN ACCORDANCE WITH SECTIONS 109 AND 1704 OF THE INTERNATIONAL
BUILDING CODE AND THE PROJECT SPECIFICATIONS BY A QUALIFIED TESTING
AGENCY DESIGNATED BY THE ARCHITECT, AND RETAINED BY THE BUILDING OWNER.
THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING DEPARTMENT SHALL BE
FURNISHED WITH COPIES OF ALL INSPECTION AND TEST RESULTS.
A. STRUCTURAL STEEL FABRICATION AND ERECTION (INCLUDING FIELD WELDING
AND HIGH -STRENGTH FIELD BOLTING)
8. SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE
ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF
THESE ITEMS.
A. STRUCTURAL STEEL
APPROVED SETS OF ALL SHOP DRAWINGS SHALL ALSO BE SUBMITTED TO THE
BUILDING DEPARTMENT.
GEOTECHNICAL
9. 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
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
CONCRETE
10. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORD-
ANCE WITH IBC SECTION 1905 AND ACI 301. CONCRETE SHALL ATTAIN A 28-DAY
STRENGTH OF F'C = 2,500 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2
SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A
SLUMP OF 5" OR LESS.
THE MINIMUM AMOUNTS OF CEMENT AND MAXIMUM AMOUNTS OF WATER MAY BE CHANGED
IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE STRUCTURAL ENGINEER AND
THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CON-
CRETE. THE CONCRETE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT,
FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CE-
MENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN
ACCORDANCE WITH IBC 1905.3. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF
RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH
CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY
FOR SPECIFIED PERFORMANCE.
ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR_
ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C260, C494, AND
C618. TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLE 1904.2.1 OF THE
INTERNATIONAL BUILDING CODE.
11. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1),
GRADE 60, FY = 60,000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A_185.
12. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORD-
ANCE WITH ACI 31832. LAP ALL CONTINUOUS REINFORCEMENT 40 BAR DIAMETERS
OR 2' 0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTER-
SECTIONS. LAP CORNER BARS 40 BAR DIAMETERS OR 2' 0" MINIMUM. LAP
ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS.
13. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS:
A. FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE . . .3"
B. ALL OTHER SURFACES . . . . . . . . . . . . . . . . 1 1/2"
ANCHORAGE
14. EPDXY -GROUTED ITEMS SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH
"SET-XP" HIGH STRENGTH EPDXY AS MANUFACTURED BY THE SIMPSON COMPANY
AND INSTALLED IN STRICT ACCORDANCE WITH ICC ESR 2508.
STEEL
15. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON
THE LATEST EDITIONS OF THE AISC SPECIFICATIONS AND CODES:
A. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (RISC 360)
B. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES (AISC 303)
C. SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490
BOLTS. BOLTS IN SHEAR OR BEARING TYPE CONNECTIONS NEED ONLY BE
TIGHTENED TO THE SNUG TIGHT CONDITION PER SECTION 8(C).
16. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING MINIMUM STANDARDS.
PLATES, ANGLES, AND CHANNELS SHALL CONFORM TO ASTM A36, FY = 36 KSI.
WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992, FY = 50 KSI. STEEL
PIPE SHALL CONFORM TO ASTM A53, TYPE E OR S, GRADE B, FY = 35 KSI.
SQUARE OR RECTANGULAR STRUCTURAL TUBING SHALL CONFORM TO ASTM A500,
GRADE B, FY = 46 KSI. ANCHOR BOLTS AND CONNECTION BOLTS SHALL CONFORM
TO ASTM A307. THREADED ROD AND STUDS SHALL CONFORM TO ASTM A36.
WOOD
17. 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
2X AND 3X T & G DECKING HEM -FIR COMMERICAL DEX,
MINIMUM BASE VALUE, FB = 1350 PSI
18. 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 1 OE6 PSI.
19. 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 32/16.
B. FLOOR SHEATHING SHALL BE 3/4" (NOM.) WITH SPAN RATING 48/24.
C. WALL SHEATHING SHALL BE 1/2n (NOM.) WITH SPAN RATING 32/16.
REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING.
20. 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.
21. 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.
22. 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
SHEATHING WITH NO COUNTERSINKING PERMITTED.
23. MPP PANELS NOTED ON PLAN SHALL BE GRADE F16 AND SHALL BE MANUFACTURED BY
FRERES LUMBER CO CONFORMING TO APA REPORT PR-L325 AND ICC ESR-4759
24. 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 2304.9.1 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" 0. C. AT I NTER I OR WALLS AND 2X6 @ 16" 0. C. AT EXTER I OR
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
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.
BUILT
e n g i n e e r i n g
RESUB
Sep 21 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
LD2022-1325 - 308 DALEY - LOT B
LD2022-1326 - 310 DALEY - LOT C
LD2022-1327 - 312 DALEY - LOT D
LD2022-1329 - 306 DALEY - LOT A
S. PAS; _
c�F WASH jarcS�
O 53937
�� SIGNAL
Project Contact
Brice Parrish
tel 253 985 5008
brice@builtstructural.com
Architect
Citizen Design
10 Dravus St
Seattle, WA 98312
Project
310 Daley Townhomes
310 Daley Street
Edmonds, WA 98020
Issue Date
Issue Description
5/23/22
Permit Set
10/21/22
Revision 1
4/3/23
Revision 2
Building Department Approval
Drawing Title
GENERAL STRUCTURAL
NOTES
Drawing Number
S100
(A
W
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O
H
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J
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BUILT engineering
LEGEND
SPAN
<e> EXTENT
X SECTION DETAIL �s + �S + s + \
\ <'l-
\ — — — — DROPPED BEAM/HEADER S+
FLUSH BEAM
(P.T.) PRESSURE -TREATED
UNO UNLESS NOTED OTHERWISE �� ❑
s+ 190 �s+ s+ \\
TYP. TYPICAL �s o
oc SPACING ON CENTER
R V �6 00. Alz� \
COLUMN ABOVE _S S
0 COLUMN BELOW — — — — —
S+
ALL -THREAD HOLDOWN AT \
END OF SHEARWALL ABOVE
STRAP HOLDOWN AT \
END OF SHEARWALL ABOVE — — — — — -
- 4 S I M 8" STEM-
3•0
FOOTNOTES
STEM HERE IS 8" WIDE, AND TALLER THAN OTHER AREAS.
ANCHOR BOLTS AT HOLDOWNS SHALL BE CAST IN PLACE
SEE DETAILS FOR MORE INFORMATION
THICKEN SLAB TO 9" THICK x 12" WIDE BELOW BEARING
WALL AT STAIRCASE. PROVIDE (2) #4 BARS CONT. AT
BOT. OF FOOTING. ANCHOR WALL TO FOUNDATION WITH
5/8" 0 ANCHOR BOLTS @ 48"oc EMBED 5" INTO FOOTING
O3 CLIP FOOTING TOE AT PROPERTY LINE AT THIS CORNER,
ONLY CLIP FOUNDATION AS FAR AS NECESSARY TO
AVOID PROPERTY LINE INTERFERENCE.
FOUNDATION PLAN NOTES
1. SEE 10/S4.0 FOR TYPICAL HOLDOWN
REQUIREMENTS AT CONCRETE WALLS AND
FOOTINGS.
10O �S
S+
S+
II
11
�I
II
�I
11 /S3.0 TYP. AT CORNER;
�I
ICI
�I
— — —
III
— — — ---��
110
+ I
110
+ I
S
I
7
3
SLAB ON GRADE I
SLAB ON GRADE
PER 12/S3.0
PER 12/S3.0
(SLOPE PER ARCH'L)
I
(SLOPE PER ARCH'L)
8
3.0
2
R
+
I
S
+
SLAB ON
PER 12/S3.0
GRADE
e`�5��' + 3.0
+ + s+ +
1 FOUNDATION PLAN
S2.0 scale: 1/4" = V-0"
BUILT
e n g i n e e r i n g
RESUB
Sep 21 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
A
O 53937
NA%L%%
Project Contact
Brice Parrish
tel 253 985 5008
brice@builtstructural.com
Architect
Citizen Design
10 Dravus St
Seattle, WA 98312
Project
310 Daley Townhomes
310 Daley Street
Edmonds, WA 98020
Issue Date Issue Description
5/23/22 Permit Set
10/21/22 Revision 1
4/3/23 Revision 2
Building Department Approval
Drawing Title
FOUNDATION PLAN
Drawing Number
SIO
BUILT engineering
LEGEND
SPAN
<e> EXTENT
X SECTION DETAIL
llsX.
— — — — DROPPED BEAM/HEADER
FLUSH BEAM
(P.T.) PRESSURE -TREATED
E
UNLESS NOTED OTHERWISE TYPICALSPACING ON CENTER
COLUMN ABOVE R[�V
0 COLUMN BELOW
ALL -THREAD HOLDOWN AT
END OF SHEARWALL ABOVE
BUILT
e n g i n e e r i n g
STRAP HOLDOWN AT R E S U B
END OF SHEARWALL ABOVE — — - — —'- — — = — —'- — — -'— — - — — Sep 21 2023
'� 4 � , 4 �t CITY PA T MONDS
7 �p �p 7 rp �p rp DEVELOPMENT SERVICES
J J/C1 1 c•. iT. r•. C� 1 i 15 / r•. r_ DEPARTMENT
FRAMING PLAN NOTES
1. TYPICAL FLOOR FRAMING CONSISTS OF 6"
MPP PANEL PER GENERAL NOTES.
2. SW__ INDICATES SHEARWALL TYPE PER
SCHEDULE 8/S4.0. REFER TO DETAILS FOR
TYPICAL SHEARWALL CONSTRUCTION. SEE
ARCHITECTURAL DRAWINGS FOR ADDITIONAL
WALL INFORMATION.
3. PROVIDE (2) BEARING (TRIMMER) STUDS
MINIMUM AT ENDS OF ALL BEAMS AND
HEADERS, UNO. SEE 11/S4.0
4. SINGLE TOP PLATES ARE USED FOR
SHEARWALLS AT MPP FLOORS
5. SEE 6/S4.0 FOR TYPICAL FLOOR -TO -FLOOR
STRAP INSTALLATION AND SCHEDULE
6. SEE 6/S4.0 FOR TYPICAL FLOOR -TO -FLOOR
STRAP INSTALLATION AND SCHEDULE
FRAME COMMON WALLS W/
2x4 @ 12" oc STAGGERED
OVER 2x6 PLATES
7. SPLICE MPP PANELS PER 11/S3.1 WHERE 12 i / 1 12 \ / i 12 5• PA
OCCURS S3. i ; I S . S3. I ; i S3. tiG �F WAs�
FOOTNOTES
1/ PROVIDE ANGLE BRACE EACH END AND AT 8'-0"oc
ALONG CANOPY PER DETAIL. FLAT FRAME 46 POST ALL EXTERIOR WALLS SW1
IS REQUIRED BEHIND BRACKET CONNECTIONS, SEE DETAIL PER PLAN NOTE 2 UNO
2 CONTINUE PLYWOOD SHEATHING FOR DOUBLE SIDED SHEARWALL TYPICAL FLOOR FRAMING
THRU WALL INTERSECTION. PER PLAN NOTE 1 UNO
03 LAP MPP PANEL THAT OCCURS AT STAIR OPENING
3" MIN OVER BEAM
DEFERRED SUBMITTAL - PREFABRICATED STEEL BALCONY
WITH DIAGONAL BRACES EACH END FOR
FASTENING TO THE PROVIDED POSTS AT EACH LOCATION
WHERE OCCURS. SPECIFICATIONS SHALL BE SUBMITTED TO
THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD PRIOR
FOR REVIEW OF LOADS IMPARTED ONTO STRUCTURE.
05 POST ABOVE FOR BALCONY BRACE CONNECTION - LOCATE
CENTERLINE OF POST WITH CENTERLINE OF BRACE CONNECTION.
TYPICAL STAIR FRAMING
PER 10/S3.1
R�
HEADERS (2)2x8 TYP UNO
SECOND FLOOR FRAMING PLAN (FIRST FLOOR WALLS;
scale: 1/4" = V-0"
O 53937
rGISTO
Project Contact
Brice Parrish
tel 253 985 5008
brice@builtstructural.com
Architect
Citizen Design
10 Dravus St
Seattle, WA 98312
Project
310 Daley Townhomes
310 Daley Street
Edmonds, WA 98020
Issue Date
5/23/22
10/21 /22
4/3/23
Issue Description
Permit Set
Revision 1
Revision 2
Building Department Approval
Drawing Title
SECOND FLOOR
FRAMING PLAN
Drawing Number
S11
co
W
75
z
O
H
w
J
Q
O
M
BUILT engineering
LEGEND
SPAN
<e> EXTENT
X SECTION DETAIL
llsX.
— — — — DROPPED BEAM/HEADER
FLUSH BEAM
(P.T.) PRESSURE -TREATED
E
:=I.
COLUMN ABOVE
0 COLUMN BELOW
ALL -THREAD HOLDOWN AT
END OF SHEARWALL ABOVE
BUILT
e n g i n e e r i n g
STRAP HOLDOWN AT R E S U B
END OF SHEARWALL ABOVE HEADERS (2)2x8 TYP UNO ° Sep 21 2023
4
CITY OF EDMONDS
DEVELOPMENT
D PARTMENSERVICES
FRAMING PLAN NOTES
1. TYPICAL FLOOR FRAMING CONSISTS OF 6"
MPP PANEL PER GENERAL NOTES.
2. SW__ INDICATES SHEARWALL TYPE PER
SCHEDULE 8/S4.0. REFER TO DETAILS FOR
TYPICAL SHEARWALL CONSTRUCTION. SEE
ARCHITECTURAL DRAWINGS FOR ADDITIONAL
WALL INFORMATION.
3. PROVIDE (2) BEARING (TRIMMER) STUDS
MINIMUM AT ENDS OF ALL BEAMS AND
HEADERS, UNO. SEE 11/S4.0
4. SINGLE TOP PLATES ARE USED FOR
SHEARWALLS AT MPP FLOORS
5. SEE 6/S4.0 FOR TYPICAL FLOOR -TO -FLOOR
STRAP INSTALLATION AND SCHEDULE
6. SEE 6/S4.0 FOR TYPICAL FLOOR -TO -FLOOR
STRAP INSTALLATION AND SCHEDULE
FRAME COMMON WALLS W/
2x4 @ 12" oc STAGGERED
OVER 2x6 PLATES
ALL EXTERIOR WALLS SW1
PER PLAN NOTE 3 UNO
7. SPLICE MPP PANELS PER 11/S3.1 WHERE OCCURS q(3)
5• PA
FOOTNOTES
OC STRAP HEADER PER 9/S4.0
0
H
HORIZONTAL STRAPPING/BLOCKING
ABOVE AND BELOW WINDOW OPENINGS
LOCATE CENTER OF POST AT CENTER OF DIAGONAL BRACE
FOR BALCONY SUPPORT
DEFERRED SUBMITTAL - PREFABRICATED STEEL BALCONY
WITH DIAGONAL BRACES EACH END FOR
FASTENING TO THE PROVIDED POSTS AT EACH LOCATION
WHERE OCCURS. SPECIFICATIONS SHALL BE SUBMITTED TO
THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD PRIOR
FOR REVIEW OF LOADS IMPARTED ONTO STRUCTURE.
TYPICAL FLOOR FRAMING
PER PLAN NOTE 1 UNO
TYPICAL STAIR FRAMING
PER 10/S3.1
A
�EV
THIRD FLOOR FRAMING PLAN (SECOND FLOOR WALLS;
scale: 1 /4" = V-0"
O 53937
�-K;'rGISTO
NAL
Project Contact
Brice Parrish
tel 253 985 5008
brice@builtstructural.com
Architect
Citizen Design
10 Dravus St
Seattle, WA 98312
Project
310 Daley Townhomes
310 Daley Street
Edmonds, WA 98020
Issue Date
5/23/22
10/21 /22
4/3/23
Issue Description
Permit Set
Revision 1
Revision 2
Building Department Approval
Drawing Title
THIRD FLOOR
FRAMING PLAN
Drawing Number
S21
(A
W
75
z
O
H
w
J
Q
O
M
BUILT engineering
LEGEND
SPAN
<e> EXTENT
X SECTION DETAIL
llsX.
— — — — DROPPED BEAM/HEADER
FLUSH BEAM
(P.T.) PRESSURE -TREATED
UNO UNLESS NOTED OTHERWISE
TYP. TYPICAL
oc SPACING ON CENTER
ev
COLUMN ABOVE
0 COLUMN BELOW
ALL -THREAD HOLDOWN AT
END OF SHEARWALL ABOVE
STRAP HOLDOWN AT
END OF SHEARWALL ABOVE
HEADERS (2)2x8 TYP UNO
I9:4_1V110[ei,W_1�E1[61111I2K
1. TYPICAL ROOF FRAMING CONSISTS OF
ROOFING PER ARCH'L OVER J" SHEATHING PER
GENERAL NOTES OVER PRE -MANUFACTURED
TRUSSES @ 24" oc, UNO.
2. SW INDICATES SHEARWALL TYPE PER
FRAME COMMON WALLS WI1
SCHEDULE 8/S4.0. REFER TO DETAILS FOR
2x4 @ 12" oc STAGGERED
TYPICAL SHEARWALL CONSTRUCTION. SEE
OVER 2x6 PLATES
ARCHITECTURAL DRAWINGS FOR ADDITIONAL
ALL EXTERIOR WALLS SW1
WALL INFORMATION.
PER PLAN NOTE 2 UNO
3. PROVIDE (2) BEARING (TRIMMER) STUDS
MINIMUM AT ENDS OF ALL BEAMS AND
HEADERS, UNO. SEE 11/S4.0
4. AT ALL SHEARWALLS PROVIDE DOUBLE TOP
PLATES AND SPLICE PER 12/S4.0.
5. SEE 6/S4.0 FOR TYPICAL FLOOR -TO -FLOOR
STRAP INSTALLATION AND SCHEDULE
BUILT
e n g i n e e r i n g
RESUB
Sep 21 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
FOOTNOTESTYPICAL ROOF FRAMING
�yq pi,yi i�p� i uxo �Il I/�� V 1� 11 I � M � � W W . � /I M � I AA i �I III !.4�-P
01 LOCATE CENTER OF POST AT CENTER OF DIAGONAL BRACE
FOR BALCONY SUPPORT
ROOF FRAMING PLAN (THIRD FLOOR WALLS;
scale: 1 /4" = V-0"
O 53937
�-K;'rGISTO
NAL
Project Contact
Brice Parrish
tel 253 985 5008
brice@builtstructural.com
Architect
Citizen Design
10 Dravus St
Seattle, WA 98312
Project
310 Daley Townhomes
310 Daley Street
Edmonds, WA 98020
Issue Date
5/23/22
10/21 /22
4/3/23
Issue Description
Permit Set
Revision 1
Revision 2
Building Department Approval
Drawing Title
ROOF FRAMING PLAN
Drawing Number
S23
(A
W
75
z
O
H
w
J
Q
O
M
BUILT engineering
BUILT
PANEL EDGE NAILING
e n g i n e e r i n g
OVER ALL HOLDDOWN STUDS
SHEARWALL PER PLAN
HOLDDOWN PER PLAN -
2x6 P.T. PLATE WITH
#4 @ 18"oc VERT.
LAP MESH
5/$"0 ANCHOR BOLTS PER �
(CENTERED)
12" MIN.
(1) #4 EACH NOSE
SW SCHEDULE (@ 48'oc
• x
U
SLAB ON GRADE PER PLAN
ELSEWHERE
„
#4 @ 12 oc HORIZ.
x
[(2) AT TOP OF WALL]
°.00o
.°o°
°�°
#4 @ 18»oc EACH WAY000�o°000°
x x x x x x x x x—
SLAB ON GRADE
%
�° o0 0°0 0o
WHERE OCCURS I
SLAB -ON -GRADE
a
o°0 POEM o��� o°`�
Z I
PER PLAN
00
\ �
I
N
#4 @ 18"oc VERT.
x x x x
x x x x x—
NOTE!
\�\ SLAB ON GRADE
(CENTERED)
I I
SEE ARCHITECTURAL FOR
'\�/,,\//\\ WHERE OCCURS
''
o °
I °°° �-°Oo°
STAIR RISER AND TREAD
\/\/\
�i // / x x x x
� /% i� �!/VA/wA!/vA!/VA//VA//VA/ 4 @ 12"oc HORIZ.
�"
/, i� �� /��wAwA%v�/VA/VA �� /��o° oo°
/ / / / / /
DIMENSIONS AND ALSO
'�\/\ °°
ANY EMBEDDED ITEMS°°off°°
°
�/
OR CHAMFERS
`�\
`�
a
o°oo ° °o0
`� °°
(2) #4 BOTTOM
co
°
°
� ° —
6"
(2) #4 CONT.
(2) #4 CONT.
DRAINAGE PER
DRAINAGE PER
RESU B
ARCHITECTURAL
5" 8" 5"
ARCHITECTURAL 5° 6" 5»
Sep 21 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
TYPICAL
STAIR -ON -GRADE
TYPICAL SITE WALL
DEPARTMENT
3/4" = 1'-0" 1
3/4" = 1'-0"
2
3/4" = 1'-0"
3/4" = 1'-0" 4
SHEAR WALL PER PLAN
PANEL EDGE NAILING OVER
SHEARWALL PER PLAN
----------------
HOLDDOWN STUDS
HOLDDOWN PER PLAN
2x6 P.T. PLATE WITH
THERMAL BREAK PER
5/8"0 ANCHOR BOLTS PER
#4 @ 16"oc HORIZ.
ARCH'L.
SW SCHEDULE (@ 48"oc
[(2) AT TOP]
ELSEWHERE)
SLAB -ON -GRADE
SLAB -ON -GRADE
— #4 @ 18"oc VERT.
(CENTERED)
PER PLAN
PER PLAN
II=.=
x x x x x x x
�� S. AA"?
Sh'I 'rci
0, �,
°Oo�d�Oo�°�°
x x x x x
x x x I: x x x x x x x x—°
c'� x x x x
�\,
x x x x x
M
Z 600°000, o° Moo °° o° °` °� o °�°°`�
o °00 0 0° ° °° ° o 0 000 0 o
#4 C� 18"oc VERT. oO.0" o 0 o o 000°off
g° o°� o 0
w
(CENTERED)
#4 @ 12"oc HORIZ. —
-SIONAL��
(2) #4 CONT.
Project Contact
(3) #4 CONT.
Brice Parrish
tel 253 985 5008
6" 6" 6"
5" 6" 5"
brice@builtstructural.com
Architect
3/4" = 1'-0" 5
3/4" = 1'-0"
6
3/4" = 1'-0"
c�
3/4"
Citizen Design
10 Dravus St
Seattle, WA 98312
Project
310 Daley Townhomes
310 Daley Street
Edmonds, WA 98020
4" THICK SLAB REINF. W/
Issue Date Issue Description
CORNER BARS TO MATCH
W2.9xW2.9 6x6 W.W.M. CTR'D.
EXT. HORIZ. REINF.
5/23/22 Permit Set
AS SHOWN
RIGID INSUL. PER ARCH'L.
10/21/22 Revision 1
—x x x x x x—
TYPICAL
(OMIT AT UNHEATED SPACES)
4/3/23 Revision 2
TYPICAL CORNER BARS:
000-00DOUBLE SLAB °°. o°\° .°°�o.
°o° °°oo°°
8°°\°\°oo°0°ADDL.
o\CURTAIN
6 MIL VAPOR BARRIER
(OMIT AT EXTERIOR SPACES)
VERTS. 24
4" FREE -DRAINING
24
GRANULAR FILL
Building Department Approval
CONTROL JOINT FORMER
CONTROL —x x x% x x x—
"ZIP STRIP" 1 1/2" DEEP
CORNER BARS TO MATCH
JOINT °oo
(JOINT MAY BE SAW -CUT
� HORIZONTAL REINFORCING
o�o0 00 00 0000�0 �o oak
o° ooa°� oo° o°000°�° oo° °
AT CONTRACTOR'S OPTION)
(ALTERNATE HOOKS)
CUT ALT. BARS AT JOINT
SI N GLE
2nd POUR 1st POUR
CURTAIN
` ADD'L. TYPICAL CORNER BARS:
-
PLASTIC JOINT KEY
VERTS. 24
"MEADOW BURKE"
CON STR. —x x x x x x—
STOP REINF. 1" CLEAR OF
Drawing Title
24 F_
JOINT °�-`7^/-000 �0 00y- /oho°°°00 00�
o o ° Oo O o
° °°�JoT7°
o°
JOINT EACH SIDE
STRUCTURAL DETAILS
o°°a �000° DDo°° 000° "CJ
V ° "U V
Drawing Number
TYPICAL
CORNER BARS AT CONCRETE WALLS
SLAB -ON -GRADE
„_ ,_„
�
„_ 1
�
„_ ,_„ 11
„_ 12
S3mO
3/4 1 0
-„
3/4 1 0
3/4 — 1 0
-„
3/4 1 0
W
Q
C)
C`7
BUILT engineering
AT SIM CONDITION WHERE
BUILT
SMALLER POST AND BALCONY
SHEARWALL PER PLAN
OCCURS, PROVIDE HU66 HANGER
e n g i n e e r n g i
INSTEAD OF ANGLE PLATES TOP
AND BOT OF POST. SEE 9 AND 11 /S3.2
SHEARWALL PER PLAN
FOR SIMILAR CONNECTIONS.
PLATE NAILING PER
SHEARWALL SCHEDULE
MPP PANEL PER PLAN -
MPP PANEL PER PLAN
SPLICE AT CENTERLINE
OF WALL
PANEL EDGE NAILING AT
(2) 3/4"0 THRU-BOLTS AT CENTERLINE
PLATES
OF POST. PROVIDE 3" SQUARE PLATE
WASHERS AT INTERIOR SIDE OF POST.
DO NOT CUT OR BORE POST.
PLATE NAILING PER
SHEARWALL SCHEDULE
2"
PLATE NAILING PER
SHEARWALL SCHEDULE
°
EACH SIDE OF MPP
SHEARWALL PER PLAN
°
SPLICE
"
RESUB
L4x4xl/2 WITH (2) 3/4"0
Sep 21 2023
THRU BOLTS AND 1"0 CLEVIS PIN
SHEARWALL PER PLAN
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
1
4
3/4" = 1'-0"
-------------------------
--------------
3/4" = 1'-0"
3/4" = 1'-0"17
�-------------------- ;,
A35 (3 LOCATIONS EA SIDE)
i i i
(6)10d " 4
HEADER TO BEAR
( PLAN
VIEW OF WT
CONNECTION )
i i a i
ON 46
WT410.5 x 31/2" LONG
l
-- - - ---
W/ (2)1/2" 0 THRU BOLTS
I
PROVIDE 2" SQUARE PLATE
,,
--- (2)CS16 NAILED INTO
WASHERS ON BACKSIDE OF
46 BLOCKING AND
COLUM/BOT. OF BEAM
-----------------------------------------------------------------
--------------------------------------------
----t-�
i i
HEADER
#21/2 CLEVIS W/ 3/4"0
o
I
I
-------------------------------
R
i
ii
PANEL EDGE NAILING
PIN EA END OF ROD
i
INTO 4x6 BLOCK
-----------------------------------------------------------------------
-
i •
3/4„0 STEEL ANGLE
L4x4xl/4 EACH SIDE
i
i i i .
SHEARWALL PER PLAN
BRACE AT 45 DEGREES
j
OF POST. FASTEN EACH
= i i ------
-__ 4x6 POST EACH SIDE ------- -
SPACED @ 8'-0" oc MAX
4x6 POST AT
ANGLE WITH (6) /4 0
¢ _
BRACE (FLAT)
x 3" SDS SCREWS TO
A,
- (2)10d @ 12 oc THRU
CONNECTION MATCHES ABV
W/(2)A34 TOP
POST AND TO MPP PANEL
CD
2x6 KING STUD
AT COLUMN
°
AND BOT
I
S. PA
wAs�rrs
HOEDOWNS PER PLAN
4x6 RIM BEAM
-----------------------
�ti��oF
^
o �
ZD �
(2) 5/8"0 ANCHOR BOLTS
GUTTER AND FASCIA PER ARCH'L
—1
eel
-
ANGLES AT BASE
11 r-
EMBED 7
FURRING AND SOFFIT AS -
0 53937
`l'�'�,
SIDE TOP
, , ; ,
4x P.T. SILL PLATE
REQ'D PER ARCH'L.
�P ISTEg��1��
1`
NAL
t" 1� 2r
8" CONCRETE WALL W/
TAPER CUT 2x8's @ 24" oc
#4 @ 10"oc EA WAY AND
SLOPE PER ARCH'L. PROVIDE
3'-0"
PER ARCHI
Project Contact
a
(2) #4 VERT EA END
LUS26 @BEAM AND
Barrish
`
OF WALL
LUS28 @ LEDGER
telrice
253985 5008
brice@builtstructural.com
CV
2x LEDGER W/ (2)1/4" 0 x 31/2"
Architect
SDS SCREWS @ 24" oc
3/4" = 1'-0" 5
3/4" = 1'-0"
3/4" = 1'-0"
7
3/4" =
1'-0"
c�
8
Citizen Design
10 Dravus St
Seattle, WA 98312
STRINGERS: 2x12 FOR L<7'-0"
Project
1 /4 x 14 LSL FOR L<11 -6
310 Daley Townhomes
L = HORIZ. RUN
310 Daley Street
Edmonds, WA 98020
I I
I [_____
BEAM PER PLAN
Issue Date Issue Description
5/23/22 Permit Set
SHEATHING AND A35 MAY \�`�
10/21/22 Revision 1
�__—
BE ELIMINATED w/THA213
\�`
OR THAI1.81 /22 HANGER �`
4/3/23 Revision 2
(3)10d @ 4"oc
11/4 x 51/2" WIDE SPLICE
1 1/8" TREAD `�
BOARD. ORDER MPP PANEL
FASTENMASTER FLATLOK
GLUED w/(3)10d %�
(2) LAYERS 3/4" SHEATHING
DADOED TO ACCEPT SPLICE.
SCREW x 5" LONG
MPP PANEL PER PLAN
� A35 EA STRINGER
CENTER SPLICE BOARD IN MPP @ 8" oc EA/ SIDE
3/4" RISER II �•
DEPTH AND CENTER AT JOINT
OF SPLICE
Building Department Approval
GLUED w/(3)8d
'
2x4 STRONGBACK w/(2)10d
�% ••
@ 12"oc AT EA 2x STRINGER
' (26 AT LSL STRINGER)
` AT 2x: 5" MIN
' AT ESL: 7" MIN
NO OVERCUTS
(3) STRINGERS FOR W<42"
(4) STRINGERS FOR 42"<W<48"
MPP JOINT
2x4 NAILER w/ 10d @ 4"oc
W = WIDTH OF STAIRS
PLATE NAILING PER
(3) 10d TOENAILS
SHEARWALL SCHEDULE
EACH STRINGER
NOTE.
SEE ARCH DRAWINGS
Drawing Title
STRUCTURAL DETAILS
FOR STAIR DIMENSIONS
AND BLOCKING REQUIREMENTS
SHEARWALL PER PLAN
Drawing Number
BOT OF STAIRS
10
11
12
S11
3/4 11-011
TYPICAL STAIR FRAMING
3/4 1 0
1 1/2 1 0
3/4 1 0
w
J
Q
0
cY)
BUILT engineering
SEE 8/S3.2 FOR CALLOUTS
8d @ 6" oc
BUILT
IN COMMON
e n g i n e e r i n g
OVERFRAMING PER TRUSS
MANUFACTURER
2x6 LEDGER w/
(3)10d EA TRUSS
8d @ 6" oc
8d @ 6" oc
8d @ 6" oc
2x RIM, DRILL TO VENT
PER ARCH'L
S I
2x6 LEDGER W/ (3)
u
16d EA STUD
(24"oc MAX)
LAP SHEATHING OVER
HANGER PER TRUSS MFR
RIM. NAIL TO TOP PLATE
AND RIM WITH PANEL EDGE
NAILING PER SHEARWALL
SCHEDULE (8d @ 6" oc I
PRE -MANUFACTURED
2x6 LEDGER W/ (3)SDWS TIMBER
PRE -MANUFACTURED
ELSEWHERE)
TRUSSES PER PLAN
SCREWS x 6" LONG AT EA STUD
TRUSSES PER PLAN
I
MOUNT LEDGER
RESU B
OVER TOP OF FIRESHEATHING
Sep
Sep 2023
SHEARWALL PER PLAN
SHEARWALL PER PLAN
CITY OFFEDMONDS
DEPARTMMENTENT CES
SER\CV
2
3/4" = 1'-0" 1
3/4" =
1'-0" 2
3/4" = 1'-0" 3
3/471 = 1'-0" 4
SEE 8/S3.2 AND 4/S3.1
SEE 9/S3.2, 12/S3.2, AND 4/S3.1
FOR CALLOUTS IN COMMON. SOME
FOR CALLOUTS IN COMMON. SOME
CONNECTIONS NOT SHOWN
CONNECTIONS NOT SHOWN
FOR CLARITY.
FOR CLARITY.
PRE -MANUFACTURED TRUSSES
PER PLAN
RBC @ 24" oc
PROVIDE 2x4 BLOCK AT SECOND
8d @ 6"
TRUSS BAY, STRAP OVER TRUSS BLOCK
oc
AND 2x4 BLOCK WITH CS16 STRAP
2'-�"
2x BLOCKING
DRILL TO VENT AS REQD
2x4 BLOCKING
W/10d @ 6" oc
BLOCKING, NAILS, AND OTHER
�&v
CONNECTORS AT ROOF NOT
FASCIA ------
SHOWN FOR CLARITY. SEE DETAILS.
Y
PER ARCH
PROVIDE A35 CLIP TRUSS TO
PROVIDE TRUSS BLOCKING
m
SHEATHING TO BE
H2.5A AT EACH TRUSS
PLATE AT TRUSS EACH SIDE
OVER POST EACH END OF
¢
CONT. -SHEATHE
AND NAIL PER SW1
[(2) AT GIRDER TRUSSES]
S. PAR
wAs�Irs
OF POST
BALCONY PER PLAN. TRUSS MFR
�ti �oF
TO DESIGN BLOCKING TO TRANSFER
M
PER ARCH
HEADER/BEAM PER PLAN
HU66 HANGER EACH END
400 LBS FROM TOP TO BOT CHORD
OF POST. AT FLOOR, BEAR
POST AND FASTEN HANGER
PROVIDE (2)A34 CLIPS TRUSS TO —
SHEARWALL PER PLAN
0 53937
GISTY
DIRECTLY AT MPP PANEL
BLOCKING TO PLATE
m
OF POST
=
(2) 3/4" 0 THRU-BOLTS AT CENTERLINE
/
Project Contact
OF POST. PROVIDE 3" SQUARE PLATE
Brice Parrish
WASHERS AT INTERIOR SIDE OF POST.
CS16 POST TO TRUSS BLOCK. LAP
008
br�i�e@b8;5s ruc ura,.com
DO NOT CUT OR BORE POST.
POST AND TRUSS BLOCK 1'-4"
Architect
2"
TRUSS MFR TO DESIGN HANGER AND
Citizen Design
=�
TRUSS TO SUPPORT 1125 LBS
' "
3/" 4 = 1 —0
10 Dravus St
Seattle, WA 98312
0
C c
1 t co
Project
1:
R
REV
310 Daley Townhomes
L4x4x'/2 WITH (2) 3/4"0
—
L310
8d @ 6" oc
Daley Street
Edmonds, WA 98020
THRU BOLTS AND 1" 0 CLEVIS PIN
BLOCK ONE BAY WITH
Issue Date Issue Description
2x4 @ 48 oc
5/23/22 Permit Set
r-r-----------------------------------------------------------=
=
r-r-----------------------------------------------------------:"-------------
r----------------------------------------------------------=�
(4) 10d SHEATHING TO
BLOCKING, (2) 10d EA END
10/21/22 Revision 1
Revision 2
4/3/23
Building Department Approval
SHEATHE GABLE END
�- s----------------------------------------------------------------------z--
,,
I- s------------------------------------------- --
TRUSS PER SW1
II
II A+'
II
II A4
h
h
L_
/
IL_
PROVIDE LATERAL SUPPORT
PRE -MANUFACTURED
AT TOP OF WALL BY MEAMS
BALCONY BY OTHERS
OF SHEATHING OR BY TRUSS
—
Drawing Title
SEE PLAN
BOT. CHORD BRACING AND/
OR BRIDGING
STRUCTURAL DETAILS
(2) ROWS 1/4" 0 SDS
SCREWS @ 16" oc TO
\
MPP OR WALL STUDS
A35 PER SW SCHEDULE
EMBED 4" MIN.
SHEARWALL PER PLAN
Drawing Number
11
12
S12
3/4 — 1 01)
3/4 1 0
3/4 1 0
w
J
Q
C)
C`7
BUILT engineering
SHEARWALL SCHEDULE
BUILT
SHEATHING PER SW
a SCHEDULE
MARK SHEATHING' STUDS AT PANEL EDGE RIM JOIST OR BLOCKING TO TOP PLATE BOTTOM PLATE ATTACHMENT
e n g i n e e r i n g
=
ABUTTING NAILING3,4
PANEL SOLID RIM TJI RIM BOTTOM PLATE TO ANCHOR BOLT SILL PLATE
ONE—SIDED Qo
EDGES' RIM JOIST BELOW' TO CONCRETE' AT FOUND.
SHEARWALL PER PLAN
SHEARWALL
SW1
15/32" CDX PLYWOOD
2x
8d @ Coc
A35 @ 24"oc
NA
16d @ Coc
5/8" 0 @ 48"oc
2x
N WINDOW OPENING N
SW2
15/32" CDX PLYWOOD
2x
8d @ 4"oc
A35 @ 15"oc
NA
16d @ 4"oc
5/8" 0 @ 32"oc
2x
SW3
15/32" CDX PLYWOOD
3x
8d @ 3"oc
A35 @ 12"oc
NA
16d @ 3"oc
5/8" 0 @ 16"oc
2x
EXTEND STRAP FULL WIDTH OF SHEARWALL END LENGTH
SHEATHING PER SW
SCHEDULE
SW4
15/32 CDX PLYWOOD
3x
8d @ 2 oc A35 @ 9 oc
NA
16d @ 2 oc
5/80 @ 12„ oc
2x
UNLESS NOTED OTHERWISE ON PLAN PER STRAP SCHEDULE
SW5
15/32" CDX PLYWOOD BOTH SIDES
3x
8d @ 3"oc A35 @ Coc
NA
(2) ROWS 16d @ 3"oc
5/8" 0 @ 16"oc
3x
C
TWO—SIDED oQ STAGGER ANCHO
ANCHORS
SHEARWALL AT TWO-SIDED
SW6
5
1 /32 CDX PLYWOOD BOTH SIDES 3x
8d @ 2 oc A35 @ / oc NA
4� 2"
2
() ROWS 16d @ 2 oc
5 s" "
/ 0 @ 12 oc
3x
........... ..................
SHEARWALLS
1. WALL SHEATHING SHALL CONSIST OF APA RATED PLYWOOD WITH SPAN RATING 24/0. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF PANELS. 7/16" APA RATED
SHEATHING (OSB) MAY BE USED IN PLACE OF 15/32" CDX.
BLOCK TO RECEIVE STRAP PER PLAN
ANCHOR BOLT WITH PLATE SHEATHING PER SW
2. STUDS AT ABUTTING PANEL EDGES MAY CONSIST OF 2 2x STUDS IN PLACE OF 3x STUDS - NAIL (2)2x STUDS TOGETHER WITH BOTTOM PLATE ATTACHMENT NAILING.
O ( )
NAILING FOR STRAP
WASHER PER SW SCHEDULE SCHEDULE
3. BLOCK ALL PANEL EDGES W/ 2x4 FLAT, ATTACH W/ PANEL EDGE NAILING. TWO STUDS MINIMUM ARE REQUIRED AT EACH END OF ALL SHEARWALLS. END STUDS SHALL
(0.229"x 3" SQUARE)
RECEIVE PANEL EDGE NAILING. INTERMEDIATE STUDS SHALL BE 2x STUDS. NAIL SHEATHING TO INTERMEDIATE FRAMING MEMBERS WITH 8d @ 12"oc.
4. 8d NAILS SHALL BE 0.131" DIAMETER x 21/2" (COMMON). 16d NAILS SHALL BE 0.135" DIAMETER x 31/2" (BOX).
RESUB
5. ANCHORS TO CONCRETE SHALL CONSIST OF CAST -IN -PLACE ANCHOR BOLTS, EXPANSION BOLTS, EPDXY GROUTED ALL -THREADS, OR TITEN HD HEAVY DUTY SCREW ANCHORS.
TYPICAL SHEARWALL ANCHOR BOLT PLACEMENT
CAST -IN -PLACE ANCHOR BOLTS HAVE A 7" EMBED AND SHALL BE J-BOLTS OR SHALL HAVE A HEX NUT AT THE BOTTOM END. EXPANSION BOLTS SHALL HAVE 5" EMBED AND
Sep 21 2023
TYPICAL STRAPPED WINDOW OPENING
SHALL NOT BE USED AT STEM WALL LOCATIONS WITH EDGE DISTANCE LESS THAN 5" (INSTEAD, USE EPDXY GROUTED ALL -THREADS OR TITEN HD ANCHORS). EPDXY GROUTED
CITY OF EDMONDS
DEVELDEPARTMENTOPMENMENT CES
ANCHORS SHALL HAVE 5" EMBED AND 21/2" MIN. EDGE DISTANCE. TITEN HD ANCHORS SHALL HAVE 31/2" EMBED AND 13/4" MIN. EDGE DISTANCE. AT ALL ANCHOR BOLTS,
�
2
PROVIDE STEEL PLATE WASHERS THAT ARE A MINIMUM OF 0.229" (3 GAUGE) x 3"x 3" (SIMPSON BP5/8-3 OR SIMILAR). PLACE BOLTS PER ANCHOR BOLT PLACEMENT DETAIL.
3/471—
— 1 —0
1-1 /2„ — 1 —0„
—
STRAP SCHEDULE
II
MARK END LENGTH NAILS NAIL SPACING
II
SHEARWALL PER PLAN PANEL EDGE NAILING - PLATE NAILING
CMST14 34" (76) 10d x 3" 13/4" SHEARWALL PER PLAN � II
PER SW SCHEDULE ,-' PER SW SCHEDULE
II II
„
CD
CS16 14" (26) 8d x 21/2" 21/16" Z
PROOVIDE HALF OF SPECIFIED
..
o NAILS IN EACH END LENGTH
W
1. 10d AND 12d DIAMETER = 0.148"; 8d DIAMETER = 0.131 ". L III
NAILING TO MATCH NAILING TO MATCH
TI
-
BOTTOM PLATE NAILING BOTTOM PLATE NAILING
_____ __
2. USE HALF OF THE REQUIRED NAILS IN EACH MEMBER
PER SW SCHEDULE PER SW SCHEDULE MPP PANEL PER PLAN
BEING CONNECTED (i.e. IN EACH END LENGTH).
-17 TI r -FF
PANEL EDGE NAILING PLATE NAILING
� I J I I I I
'.I
SHEARWALL PER PLAN PER SW SCHEDULE PER SW SCHEDULE
w PROVIDE 15/s" MIN. END
®.• ® �
o
Z DISTANCE FOR NAILS
W
PANEL EDGE NAILING
---�
= S. PA , �-
� was �'r
SHEARWALL PER PLAIN
SHEARWALL PER PLAN NAILING TO MATCH BLOCK ALL PANEL EDGES PER SW SCHEDULE
II
BOTTOM PLATE NAILING
II III
II II II II II II
PER SW SCHEDULE ANCHOR BOLTS &WASHERS
II III
SILL PLATE PER SW PER SW SCHEDULE
0 53937
SCHEDULE
orraLE�T
PANEL EDGE NAILING
m _ ®_
PER SW SCHEDULE
INTERSECTING PANEL EDGE NAILING
Project Contact
NON-SHEARWALL PER SW SCHEDULE /,II
Brie Parrish
<
tel 253 985 5008
TYPICAL STRAP HOLDOWN AT FLOOR
L I
brice@builtstructural.com
TYPICAL SHEARWALL INTERSECTIONS TYPICAL SHEARWALL SECTION
Architect
3 /4" = 1 ' — 0" 6
3 /4" = 1 — Q"
Citizen Design
10 Dravus St
Seattle, WA 98312
Project
310 Daley Townhomes
HOLDOWN STUDS/POST PER SCHEDULE NAIL HOLDOWN STUDS W/
310 Daley Street
PROVIDE PANEL EDGE NAILING (2)10d @ 6" oc.
Edmonds, WA 98020
OVER ALL HOEDOWN STUDS OR (2)
Issue Date Issue Description
I I i i
ROWS AT POST
� (8) 16d @ 4"oc STAGGERED
TYPICAL DOUBLE TOP PLATE
EACH SIDE OF SPLICE
5/23/22 Permit Set
HDU HOEDOWN W/ 1/4"0 x
(16d @ 12"oc ELSEWHERE)
10/21/22 Revision 1
SHEARWALL j j
I I 21/2" SDS SCREWS
II
r
a/3/23 Revision 2
PER PLAN
1� -Ti_
I I CONCRETE STEMWALL PER
I III 1111
PLAN (6„ MIN. THICKNESS)
I - STRAP PER PLAN- WRAP
_ _ _ _ _ _
II CD UNDER HEADER AND UP
a
INSIDE FACE OF HEADER
CONT. 4 x 6'-0" EA
� IIII a
i
Building Department Approval
_ _ 11_ _ IZ _ _ _
SIDE OF AB (WRAP AROUND �� I�� a a ALL THREAD PER SCHEDULE
— — — — — — — — — -
CORNER AS REQ'D) AT HDU8
CENTER SPLICE OVER STUD
HOLDOWNS OR LARGER
— — _ -
SB PER SCHEDULE
�V
T I 17 7 7
:: I�
SSTB PER SCHEDULE PLATE WASHER PER SCHEDULE
II: N HEADER N
11 EE
HDU HOLDOWN SCHEDULE
II:
PLAN AT STEMWALL AT FOOTING HD POST
BEAM OR HEADER PER PLAN
PROVIDE STRAP AT EACH
MARK
AB
EMBED
ALL -THREAD
WASHER
EMBED
4x WALL
6x WALL
W END OF HEADER TO MATCH
HDU2
»„
5/80-SSTB16(L)
12-5/8
5/s 0
13
/4 SQ x 1/2
9
(2)2x4
(2)2x6
Drawing Title
(SECTION) STRAP ABOVE - WRAP
STRUCTURAL DETAILS
HDU'
5 ��
/s �-S65/8 x 24
18„
5 »
/s �
1 „
13/4" SQ x /2
9"
(2)2x4
(2)2x6
OVER HEADER AND DOWN
MULTI -STUD PER PLAN WITH
HDU5
5/8" O-SB5/8 x 24
18"
5/8"0
13/4" SQ x 1/2"
9"
(2)2x4
(2)2x6
INSIDE FACE OF HEADER
NAILING PER GEN. NOTES
6'-0" MIN. BETWEEN SPLICES
HDU8 7/8"0-SB5/8 x 24 18" 7/8"0 21/2" SQ x 1/2" 12" 46 6x6
1. A307 ALL -THREAD W/ PLATE WASHER PER SCHEDULE AND DOUBLE NUT BOTTOM
Drawing Number
TYPICAL STRAPPED HEADER
OR EQUIBALENT SIMPSON PAB. EMBED LENGTH MEASURED TO TOP OF WASHER.
TYPICAL MULTIPLE —STUD POST CONSTRUCTION
TYPICAL TOP PLATE SPLICE CONSTRUCTION
» _ �_
3/4 1 0 �
2. MINIMUM SIZE OF POST UNO ON FRAMING PLANS „ = V_
3/4 — 1 0 � �
„ _ y_
3/4 — 1 0 � �
" = °_ "
3/4 — 1 0 12
S4mO
w
J
Q
C)
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