APPROVED BLD2022-1104+Structural_Plan+8.17.2022_2.16.40_PM+3057342BUILT engineering
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 PSF
DECK LIVE LOAD (RESIDENTIAL). . . . . . . . . . . 60 PSF
ROOF SNOW LOAD (Pf) . . . . . . . . . . . . . . . . 25 PSF
WIND:
BASIC WIND SPEED (3-SECOND GUST) . . . . . . . . 98 MPH
WIND IMPORTANCE FACTOR (Iw). . . . . . . . . . . . .1.0
WIND EXPOSURE . . . . . . . . . . . . . . . . . . . . B
TOPOGRAPHICAL FACTOR (Kzt). . . . . . . . . . . . .1.00
EARTHQUAKE:
LAT. / LONG . . . . . . . . . . . . . . 47.806 /-122.378
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 (BLDG B, EA UNIT) . . . . . . . . 8.55k
SEISMIC RESPONSE COEFICIENT (Cs) . . . . . . . . .0.137
SEISMIC DESIGN CATEGORY . . . . . . . . . . . . . . . D
RESPONSE MODIFICATION FACTOR (R). . . . . . . . . . 6.5
ANALYSIS PROCEDURE . . . . . . EQUIVALENT LATERAL FORCE
REFERENCE: USGS NATIONAL SEISMIC HAZARD MAPPING PROJECT
2. 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.
3. 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.
4. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND
STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN
ACCORDANCE WITH THE PLANS.
5. 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.
6. 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)
7. 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
8. FOUNDATION NOTES: SUBGRADE PREPARATION INCLUDING DRAINAGE, EXCAVATION,
COMPACTION, AND FILLING REQUIREMENTS, SHALL CONFORM STRICTLY WITH REC-
OMMENDATIONS GIVEN IN THE SOILS REPORT OR AS DIRECTED BY THE SOILS ENGI-
NEER. FOUNDATIONS SHALL BE SUPPORTED ON PIPE PILES AS OUTLINED IN THE
FOLLOWING NOTES.
SOILS REPORT REFERENCE: PANGEO PROJECT NO. 21-372
9. PIPE PILE INSTALLATION SHALL CONFORM STRICTLY WITH THE RECOMMENDATIONS
GIVEN IN THE SOILS REPORT OR AS DIRECTED BY THE SOILS ENGINEER. THE
GEOTECHNICAL SPECIAL INSPECTOR SHALL CONTINUOUSLY OBSERVE INSTALLATION
OF THE PILES. PIPE PILES SHALL BE DRIVEN TO REFUSAL, WHERE REFUSAL IS
DEFINED AS THE MINIMUM NUMBER OF SECONDS REQUIRED TO ACHIEVE ONE INCH OF
PENETRATION, AS INDICATED BELOW:
PIPE PILES SHALL BE 3" AND 4" DIAMETER PER PLAN, SCHEDULE 40 (0.216" WALL)
AND SHALL CONFORM TO ASTM A53, GRADE A, FY = 30 KSI. PILES SHALL BE
TESTED IN GENERAL ACCORDANCE WITH ASTM D1143-81. USE OF THE "QUICK LOAD
TEST METHOD" IN THE ASTM STANDARD IS THE MINIMUM REQUIRED.
3" PILES:
HAMMER WEIGHT BLOWS PER MINUTE SECONDS PER INCH
600 LB 1000 12
850 LB 900 10
1100 LB 900 6
PIPE PILE AXIAL CAPACITY IS 6 TONS (12,000 LB).
4" PILES:
HAMMER WEIGHT BLOWS PER MINUTE SECONDS PER INCH
850 LB 900 16
1100 LB 900 10
2000 LB 600 4
PIPE PILE AXIAL CAPACITY IS 10 TONS (20,000 LB).
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 31802. 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 (AISC 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.
16. ALL WELDING SHALL BE IN CONFORMANCE WITH AISC AND AWS STANDARDS AND SHALL
BE PERFORMED BY WABO CERTIFIED WELDERS USING E70XX ELECTRODES. ONLY
PREQUALIFIED WELDS (AS DEFINED BY AWS) SHALL BE USED.
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. 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.
PSL 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
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.
20. PREFABRICATED PLYWOOD WEB JOIST DESIGN SHOWN ON PLANS IS BASED ON JOISTS
MANUFACTURED BY THE WEYERHAUSER CORPORATION AND SHALL BE FURNISHED AND
INSTALLED IN CONFORMANCE WITH THE MANUFACTURER'S PUBLISHED SPECIFICATIONS.
ALL NECESSARY BRIDGING, BLOCKING, BLOCKING PANELS, STIFFENERS, ETC., SHALL
BE DETAILED AND FURNISHED BY THE MANUFACTURER. SUBMIT SHOP DRAWINGS TO
THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION.
ALTERNATE PLYWOOD WEB JOIST 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
HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH PLYWOOD WEB
JOIST PROVIDED.
ALL HOLES SHALL CONFORM TO THE MANUFACTURERS SPECIFICATIONS. IF THREE OR
FEWER HOLES ARE PROPOSED FOR A SINGLE JOIST, HOLES SHALL CONFORM TO THE
WEYERHAUSER ILEVEL TJI ALLOWABLE HOLE CHART. IF MORE THEN THREE HOLES ARE
PROPOSED FOR ONE SINGLE JOIST, ALL HOLE SIZES AND LOCATIONS SHALL BE SUB-
MITTED TO THE STRUCTURAL ENGINEER FOR APPROVAL TWO WORKING DAYS PRIOR TO
DRILLING HOLES.
21. 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 1/2" (NOM.) WITH SPAN RATING 32/16.
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22. 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.
23. 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.
24. 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.
25. 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
26. 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" 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
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
'SPECIAL INSPECTION REPORTS REQUIRED
ALL WORK SUBJECT FOR THIS PROJECT. PLEASE PROVIDE SI
TO FIELD ' REPORTS UPON REQUEST OF CITY OF
INSPECTION FOR EDMONDS BUILDING INSPECTOR:
CODE COMPLIANCE
1. Bolting in concrete/Epoxy
APPROVED i2. Structural steel/welding
3. structural observation by design professional
PLANS MUST BE 4. grading/soils
ON JOB SITE .5. pipe ip piles
I
• 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 i
!❑
�❑
■ CITY OF EDMONDS BUILDING DEPARTMENT 2021 ;
BUILT
e n g i n e e r i n g
S• PA)R _
c. �� wASxjar 'rci
O 53937
SIGNAL
Project Contact
Brice Parrish
tel 253 985 5008
brice@builtstructural.com
Architect
Citizen Design
10 Dravus St
Seattle WA 98109
Project
Pine Park 614
614 5th Ave S
Edmonds, WA 98020
Issue Date
Issue Description
11/30/21
Permit Set
3/22/22
Building B Consolidated Set
8/15/22
Floor Framing Revisions
Building Department Approval
BLD2022-1104- B101
BLD2022-1103- B102
BLD2022-1102- B103
RECEIVED
911 /22
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
Drawing Title
GENERAL STRUCTURAL
NOTES
Drawing Number
S100
Y
Q
a
w
Z
a_
BUILT engineering
LEGEND
SPAN
EXTENT
X SECTION DETAIL
X.
DROPPED BEAM/HEADER
FLUSH BEAM
(P.T.) PRESSURE -TREATED
(X) NUMBER OF BUILT-UP STUDS
COLUMN ABOVE
COLUMN BELOW
-
ALL -THREAD HOLDOWN AT
END OF SHEARWALL ABOVE
-
STRAP HOLDOWN AT
END OF SHEARWALL ABOVE
•
4"0 PILE PER GENERAL NOTES
- OCCURS ALONG PARTY WALLS
AND WHERE NOTED
0
3"0 PILE PER GENERAL NOTES
0
NEW CONCRETE WALL
FOUNDATION PLAN NOTES
SEE 10/S4.0 FOR TYPICAL HOLDOWN
REQUIREMENTS AT CONCRETE WALLS AND
FOOTINGS.
2. SLAB -ON -GRADE SHALL BE PLACED AND
CURED FOR A MINIMUM OF SEVEN DAYS
BEFORE RETAINING WALLS ARE BACKFILLED.
SEE RETAINING WALL DETAILS FOR SPECIFIC
CONFIGURATION.
3. SEE 9/S3.0 FOR TYPICAL PIPE PILE
EMBEDMENT INTO CONCRETE
FOOTNOTES
0 SLAB SLOPES AND STEPS PER ARCH'L. DO NOT INTERFERE
WITH GRADE BEAM FOOTING. STEP SLAB AS REQUIRED
PER 11 /S3.1
Z!\ PROVIDE PAB8 ANCHOR BOLT AT HDU14. ENLARGE FOOTING
TO 33" SQUARE x 15" DEEP CENTERED AT EACH ANCHOR BOLT.
EMBED ANCHOR 11" INTO FOOTING, AS MEASURED FROM TOP OF
FOOTING TO TOP OF WASHER AT PAB
1 FOUNDATION PLAN
S2.4 scale: 1/4" = 1'-0"
BUILT
e n g i n e e r i n g
A
O 53937
�-K;'rGISTO
NAL
Project Contact
Brice Parrish
tel 253 985 5008
brice@builtstructural.com
Architect
Citizen Design
10 Dravus St
Seattle WA 98109
Project
Pine Park 614
614 5th Ave S
Edmonds, WA 98020
Issue Date
Issue Description
11/30/21
Permit Set
3/22/22
Building B Consolidated Set
8/15/22
Floor Framing Revisions
Building Department Approval
BLD2022-1104- B101
BLD2022-1103- B102
BLD2022-1102- B103
RECEIVED
911122
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
Drawing Title
BUILDING B
FOUNDATION PLAN
Drawing Number
S2A
co
Y
Q
w
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BUILT engineering
LEGEND
SPAN
EXTENT
X SECTION DETAIL
X.
DROPPED BEAM/HEADER
FLUSH BEAM
(P.T.) PRESSURE —TREATED
(D.S.) DRAG STRUT — PROVIDE 8d @ 6" oc AT SHEATHING
BLOCK ONE BAY EA. SIDE @ 48" oc
(X) NUMBER OF BUILT—UP STUDS
COLUMN ABOVE
❑ COLUMN BELOW
ALL —THREAD HOLDOWN AT
END OF SHEARWALL ABOVE
STRAP HOLDOWN AT
cs� END OF SHEARWALL ABOVE
FRAMING PLAN NOTES
1. TYPICAL FLOOR FRAMING CONSISTS OF
PLYWOOD PER GENERAL NOTES OVER 14" TJI
210's @ 16" oc, UNO
2. TYPICAL DECK FRAMING CONSISTS OF
DECKING PER ARCH'L OVER PRESSURE
TREATED 2x8's @ 16" oc
3. TYPICAL CANOPY FRAMING CONSISTS OF TPO
MEMBRANE OVER In PLYWOOD PER GENERAL
NOTES OVER SLOPED 2x RAFTERS @ 24" oc,
SLOPE PER ARCH'L TO 71- MIN
4. SW__ INDICATES SHEARWALL TYPE PER
SCHEDULE 8/S4.0. REFER TO DETAILS FOR
TYPICAL SHEARWALL CONSTRUCTION. SEE
ARCHITECTURAL DRAWINGS FOR ADDITIONAL
WALL INFORMATION.
5. PROVIDE (2) BEARING (TRIMMER) STUDS
MINIMUM AT ENDS OF ALL BEAMS AND
HEADERS, UNO. SEE 11/S4.0
6. SINGLE TOP PLATES ARE USED FOR
SHEARWALLS AT MPP FLOORS, EXCEPT
DOUBLE —SIDED SHEARWALLS REQUIRE DOUBLE
TOP PLATE FASTENED WITH SDS SCREWS. SEE
DETAILS FOR SPECIFIC CONFIGURATIONS.
11•z•1111111.c•111r2 W11
0 STRAPPED HEADER PER 5/S4.0
O2 HEADER CONTINUOUS OVER POST
O3 PROVIDE (3) KING STUDS AND (2) BEARING STUDS.
PROVIDE A35 CLIP TOP AND BOT OF HEADER
AND (2)A35 CLIPS AT STUD PACK TO PLATES
® TREATED DECK BEAMS SHALL BE DOUGLAS FIR #2
JOIST HANGER SCHEDULE
MEMBER
(FLAT ONLY)
HANGER
FACE NAILING
CAPACITY
(Cd = 1.0)
2x8
LUS28
10d COMMON
1055 lb
SECOND LEVEL FRAMING PLAN (FIRST LEVEL WALLS,
scale: 1/4" = 1'-0"
BUILT
e n g i n e e r i n g
A
O 53937
�-K;'rGISTO
NAL
Project Contact
Brice Parrish
tel 253 985 5008
brice@builtstructural.com
Architect
Citizen Design
10 Dravus St
Seattle WA 98109
Project
Pine Park 614
614 5th Ave S
Edmonds, WA 98020
Issue Date
Issue Description
11/30/21
Permit Set
3/22/22
Building B Consolidated Set
8/15/22
Floor Framing Revisions
Building Department Approval
BLD2022-1104- B101
BLD2022-1103- B102
BLD2022-1102- B103
RECEIVED
911122
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
Drawing Title
BUILDING B SECOND
FLOOR FRAMING PLAN
Drawing Number
S205
BUILT engineering
LEGEND
SPAN
EXTENT
Y-AX SECTION DETAIL
I.Isi-v
DROPPED BEAM/HEADER
FLUSH BEAM
(P.T.) PRESSURE -TREATED
(X) NUMBER OF BUILT-UP STUDS
COLUMN ABOVE
❑ COLUMN BELOW
ALL -THREAD HOLDOWN AT
END OF SHEARWALL ABOVE
STRAP HOLDOWN AT
cs� END OF SHEARWALL ABOVE
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, EXCEPT
DOUBLE -SIDED SHEARWALLS REQUIRE DOUBLE
TOP PLATE FASTENED WITH SDS SCREWS. SEE
DETAILS FOR SPECIFIC CONFIGURATIONS.
FOOTNOTES
O1 POST LOCATION IS APPROXIMATE. CENTERLINE
OF POST TO ALIGN WITH CENTERLINE OF BOLTS
FOR BALCONY/CANOPY BRACE
MPP PANEL SPANS OVER -
OPENINGS AT NON-BEARII
WALLS WHERE NO HEADER
SHOWN, TYP.
ALL EXTERIOR WALLS SW1
PER PLAN NOTE 2 UNO
TYPICAL FLOOR FRAMING
PER PLAN NOTE 1 UNO
PLYWOOD CONTINUOUS
WALL GAP TYP.
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scale: 1/4" = 1'-0"
LE
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BUILT
e n g i n e e r i n g
Project Contact
Brice Parrish
tel 253 985 5008
brice@builtstructural.com
Architect
Citizen Design
10 Dravus St
Seattle WA 98109
Project
Pine Park 614
614 5th Ave S
Edmonds, WA 98020
Issue Date
Issue Description
11/30/21
Permit Set
3/22/22
Building B Consolidated Set
8/15/22
Floor Framing Revisions
Building Department Approval
BLD2022-1104- B101
BLD2022-1103- B102
BLD2022-1102- B103
RECEIVED
911 /22
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
Drawing Title
BUILDING B THIRD
FLOOR FRAMING PLAN
Drawing Number
S16
BUILT engineering
LEGEND
SPAN
EXTENT
Y-AX SECTION DETAIL
I.Isi-v
DROPPED BEAM/HEADER
FLUSH BEAM
(P.T.) PRESSURE -TREATED
(X) NUMBER OF BUILT-UP STUDS
COLUMN ABOVE
❑ COLUMN BELOW
ALL -THREAD HOLDOWN AT
END OF SHEARWALL ABOVE
STRAP HOLDOWN AT
cs� END OF SHEARWALL ABOVE
FRAMING PLAN NOTES
1. TYPICAL ROOF FRAMING CONSISTS OF TPO
MEMBRANE OVER J" APA RATED SHEATHING
(SPAN RATING 24/0) OVER SLEEPERS AND
BUILDING PAPER PER ARCH'L, OVER 21"
SHEATHING PER GENERAL NOTES OVER LVL
1J x 74 @ 12" oc SLOPED PER ARCH, UNO.
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. AT ALL SHEARWALLS PROVIDE DOUBLE TOP
PLATES AND SPLICE PER 12/S4.0.
ALL EXTERIOR WALLS SW1
PER PLAN NOTE 2 UNO
TYPICAL ROOF FRAMING
PER PLAN NOTE 1 UNO
19]
CE
PLYWOOD CONTINUOUS OVER PARTY
WALL GAP TYP.
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BUILT
e n g i n e e r i n g
A
O 53937
"01 Till
NAL
Project Contact
Brice Parrish
tel 253 985 5008
brice@builtstructural.com
Architect
Citizen Design
10 Dravus St
Seattle WA 98109
Project
Pine Park 614
614 5th Ave S
Edmonds, WA 98020
Issue Date
Issue Description
11/30/21
Permit Set
3/22/22
Building B Consolidated Set
8/15/22
Floor Framing Revisions
Building Department Approval
U U U U
BLD2022-1104- B101
BLD2022-1103- B102
BLD2022-1102- B103
1 ROOF FRAMING PLAN THIRD LEVEL WALLS RECEIVED
S2.7 scale: 1/4" = 1'-0" 911122
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
Drawing Title
BUILDING B ROOF
FRAMING PLAN
Drawing Number
S21
BUILT engineering
BUILT
e n g i n e e r i n g
BEARING WALL
PER PLAN AND
GENERAL NOTES
2x (P.T.) PLATE W/
5/8" 0 x 8" ANCHOR
BOLTS @ 48" oc
SLAB —ON —GRADE
-NOT USED-
PER PLAN
-NOT USED-
-NOT USED
-
X X X X X X X
II X X X X X X X
o
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PIPE PILES PER PLAN
3/4" = 1'-0"
1
3/4" = 1'-0"
2
3/4" = 1'-0"
3
3/4" = 1'-0"
4
PANEL EDGE NAILING
PANEL EDGE NAILING
OVER ALL HOLDDOWN STUDS
OVER ALL HOLDDOWN STUDS
PER ARCH
SHEARWALL PER PLAN
SHEARWALL PER PLAN
PANEL EDGE NAILING
OVER
HOLDDOWN PER PLAN
HOLDDOWN PER PLAN
SHEARWALL PER PLAN
HOLDDOWN STUDS
2x6 P.T. PLATE WITH
#4 @ 18"oc VERT.
2x6 P.T. PLATE WITH
#4 @ 18"oc VERT.
@ 1 VERT.
5/8" 0 ANCHOR BOLTS PER
(CENTERED)
5/ 8" 0 ANCHOR BOLTS PER
(CENTERED)
HOLDDOWN PER
PLAN
(EACH FACE)
(EACH F
SW SCHEDULE (@ 48'oc
SW SCHEDULE (@ 48'oc
ELSEWHERE)
#4 @ 16"oc HORIZ.
ELSEWHERE)
#4 @ 16"oc HORIZ.
[(2) AT TOP OF WALL]
[(2) AT TOP OF WALL]
2x P.T. PLATES
WITH
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SLAB ON GRADE -
SLAB ON GRADE
�
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WHERE OCCURS
I
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F Z
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I PER PLAN
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.II X X X X
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4" 10"
4"
DRAINAGE PER
DRAINAGE PER
PIPE PILES PER
PLAN
Project Contact
ARCHITECTURAL
6" 5"
ARCHITECTURAL
6"
6" 6"
Bricearrish
el2539855008
brice@builtstructural.com
PIPE PILES PER PLAN
PIPE PILES PER PLAN
Architect
3/4" = 1'-0"
5
3/4" = 1'-0"
6
3/4" = 1'-0"
3/4"
c�
Citizen Design
10 Dravus St
Seattle WA 98109
Project
Pine Park 614
614 5th Ave S
Edmonds, WA 98020
i
SHEARWALL PER PLAN
Issue Date Issue Description
11/30/21 Permit Set
I HOLDOWN AND END POST
3/22/22 Building B Consolidated Set
HOLDOWN = FOOTING
_ PER PLAN
8/15/22 Floor Framing Revisions
FOOTING AND WALL
PER DETAILS
3x (P.T.) PLATE W/
5/8"0 ANCHOR BOLTS
PER SHEARWALL SCHEDULE
E 1/2 x 6„x 6„
w
0
Building Department Approval
C=) o
z
• _ _ �� 0
SLAB —ON -GRADE
o
-NOT USED-
BLD2022-1104- B101
— _ •
PER PLAN
� J
BLD2022-1103- B102
T ;
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BLD2022-1102- B103
I
—X X— —X X X—
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RECEIVED
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DEVELOPMENT
PIPE PILE _T
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SERVICES DEPARTMENT
GRADE BEAM =L]
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Drawing Title
(UNLESS NOTED OTHERWISE)
PILES PER PLAN
(4) #5 CONT.
STRUCTURAL DETAILS
WHERE OCCUR
TOP AND BOT
2'-9"
TYPICAL PIPE PILE EMBEDMENT
Drawing Number
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12
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BUILT
4" THICK SLAB REINF. W/
e n g i n e e r i n g
W2.9xW2.9 6x6 W.W.M. CTR'D.
CORNER BARS TO MATCH
� EXT. HORIZ. REINF.
� RIGID INSUL. PER ARCH L.
AS SHOWN
TYPICAL
—x x x x x (OMIT AT UNHEATED SPACES)
DOUBLE
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SLAB
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TYPICAL CORNER BARS:
o° oho° oo° °
o
VERTS.
24
„
4 FREE -DRAINING
241
GRANULAR FILL
CONTROL JOINT FORMER
-NOT USED-
-NOT USED-
CONTROL
—x x_) rx x x— "ZIP STRIP" 11/2" DEEP
CORNER BARS TO MATCH
JOINT
_ (JOINT MAY BE SAW -CUT
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SINGLE
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CURTAIN
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TYPICAL CORNER BARS:
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VERTS.
24
CON STR.
—" x x x x x— STOP REINF. 1" CLEAR OF
241
JOINT
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CORNER BARS
AT CONCRETE WALLS
SLAB —ON —GRADE (INSULATED)
3/4" = 1'-0" 1
3/4" = 1'-0"
2
3/4" = 1'-0"
3/4"
-NOT USED-
-NOT USED-
-NOT USED-
-NOT N
5. PAR
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Project Contact
Brice Parrish
tel 253 985 5008
brice@builtstructural.com
Architect
3/4" = 1'-0"
3/4" = 1'-0"
3/4" = 1'-0"
3/4"
Citizen Design
10 Dravus St
Seattle WA 98109
Project
Pine Park 614
614 5th Ave S
Edmonds, WA 98020
Issue Date Issue Description
11/30/21 Permit Set
2411
3/22/22 Building B Consolidated Set
(3) #4 HORIZONTAL
ZEE BARS #4 x
8/15/22 Floor Framing Revisions
16"oc
24"
IL SLAB -ON -GRADE
PER PLAN
Building Department Approval
-NOT USED-
SLAB -ON -GRADE
x x x x-
N NOT USED-
BLD2022-1104- B101
PER PLAN
N x
BLD2022-1103- B102
°
8°� o�o°oc�j0 o °o�
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BLD2022-1102- B103
RECEIVED
x x x x x
x
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CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
Drawing Title
STRUCTURAL DETAILS
8"
Drawing Number
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"
S3.1
3/4 0
1 _
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3/4 1 0
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BUILT engineering
PER ARCH
PLATE NAILING PER
BUILT
SHEARWALL PER PLAN
SHEARWALL SCHEDULE
e n g i n e e r i n g
CONT. SHEATHING
SHEARWALL PER PLAN
8d @ 6"oc
UNDER PARTY WALL
PANEL EDGE NAILING
TRIM TONGUES AND/OR
OVER ALL HOLDOWN STUDS
GROOVES AT EDGE OF
A35 PER SW SCHEDULE
SHEATHING
NAILING PER SHEARWALL
JOISTS AND HANGERS
TJI's PER PLAN
(DIR. VARIES)
SCHEDULE
PER PLAN
(3) 10d SHEATHING TO
BLOCK AND (2) 10d EA.
-NOT USED-
-NOT USED-
''
11/4" LSL RIM -------------------------
31/2 GL/LSL RIM
(U.N.O. ON PLAN)
OR BEAM PER PLAN
BLOCK ONE BAY FULL—
DEPTH @ 48"oc WITH
LTP4 IN LIEU OF
TJI (MIN 121)
A35 PER SHEARWALL
SCHEDULE
STRAP PER PLAN
1/4"0 x 6" SDS SCREWS
@ 48" oc
SHEARWALL PER PLAN
10d BOX EACH SIDE OF
TJI TO PLATE
3/4" = 1'-0" 1
3/4" = 1'-0" 2
3/4" = 1'-0" 3
3/4" = 1'-0" 4
PER ARCH
SHEARWALL PER PLAN
LTP4 @ 24" oc
SHEARWALL PER PLAN
AT PANEL BUTT JOINT
PLATE NAILING PER
PANEL EDGE NAILING
BETWEEN PARTY WALLS
SHEARWALL SCHEDULE
OVER ALL HOLDOWN STUDS
MPP PANEL PER PLAN
MPP PANEL PER PLAN
NAILING PER SHEARWALL
SCHEDULE
PANEL EDGE NAILING AT
-NOT USED-
-NOT USED-
PLATES
PLATE NAILING PER
SHEARWALL SCHEDULE
S. PAR
WASk
SHEARWALL PER PLAN
O 53937 �W
_ 40NAL�
Project Contact
Brice Parrish
tel 253 985 5008
brice@builtstructural.com
Architect
3/4" = 1'-0"
3/4" = 1'-0"
3/4" = 1'-0"
3/4"
Citizen Design
10 Dravus St
Seattle WA 98109
Project
Pine Park 614
614 5th Ave S
Edmonds, WA 98020
Issue Date Issue Description
11/30/21 Permit Set
FLOOR SHEATHING NAILING
DRAG STRUT PER PLAN PER PLAN
3/22/22 Building B Consolidated Set
8/15/22 Floor Framing Revisions
(LSL 11/4" UNO) OVER SW
(3) 10d BOX EACH TJI's PER PLAN
SIDE OF BLOCKING
\_
Building Department Approval
BLD2022-1104- B101
BLD2022-1103- B102
-NOT USED-
-NOT USED-
-NOT USED-
BLD2022-1102- B103
RECEIVED
A35 PER SW SCHEDULE BLOCK ONE BAY EACH
9/1122
SIDE FULL —DEPTH
@ 48"oc WITH LSL 1 1/4"
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
RIMBOARD — FIT TIGHT
TO TJI's
Drawing Title
SHEARWALL PER PLAN
STRUCTURAL DETAILS
Drawing Number
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3/4 1 0 �
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3/4 1 0 1 �
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3/4 1 0„ 1 1
)7 = 7_ „
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BUILT engineering
BUILT
e n g i n e e r i n g
-NOT USED-
-NOT USED-
-NOT USEDN
L4x4x'/2 ANGLE W/ (2)
3/4"0
THRU
BOLTS AT CENTERLINE
OF POST. PROVIDE 3"
SQUARE
PLATE
WASHERS AT INTERIOR
SIDE
OF POST.
DO NOT CUT OR BORE
POST.
M
A
o
M
3/4" = 1'-0"
2
3/4" = 1'-0"
3/4" = 1'-0"
4
3/4" 0 ROD WITH #21/2 CLEVIS
ENDS
` °
8d @ 6"
EACH END OF CANOPY
oc
TO RIM
CONT. SHEATHING
A35 EACH SIDE OF
AT PARTY WALLS
ROOF SHEATHING NAILING
POST PER PLAN
1 3' Z
1
A34 CLIP EA. OUTRIGGER
2x RIM UNO ON PLAN
PER PLAN
L4x4xl/2 W/ (2)3/4"0 THRU
BOLTS
8d @ 6" oc
TO JOIST
A35 PER SW SCHEDULE
AND 1"0 CLEVIS PIN
2x6 @ 24" oc
A35 PER SW SCHEDULE
FIRE BLOCKING, 2x
LSL RIM, NOTCH FOR FULL
PLATE TO RIM
UNO PER ARCH'L
RAFTERS PER PLAN
o
.
BEARING OF OUTRIGGERS t 2'-0.
RAFTERS PER PLAN
(DIR,
II
SLOPE PER ARCH'L
SLOPE PER ARCH L
(3) 10d BOX EACH
HUC HANGER
PER ARCH'L (3'-0" MAX)
SIDE OF BLOCKING
. P
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G� wAs
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A35 TOP AND BOT
FLANGE
� ��
OF HEADER PER PLAN
PANEL EDGE NAILING
2x RIM
�
M
TO END POST
PER SHEARWALL SCHEDULE.
2x8 BLOCKING @ 48" oc
(U.N.O. ON PLAN)
PROVIDE 3" SQUARE PLATE
WITH (3)10d AT SHEATHING
AND 10d EACH END
BLOCK ONE BAY FULL
53937
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WASHERS AT BOLTS, DAP BEAM
SHEARWALL PER PLAN
(2)
DEPTH @ 48"oc WITH
gTE
- SIONAL�
„
1 MAX
2x (MIN. 12 L)
m
A35 PER SHEARWALL
SHEARWALL PER PLAN
Project Contact
BEAMS, HANGERS, AND JOISTS
SCHEDULE
PER ARCH
`
10d BOX TOE NAIL
el2539855008
PER PLAN
(2) 10d TOENAILS
SHEARWALL PER PLAN
EACH SIDE OF JOIST
brice@builtstructural.com
TO PLATE
BLOCKING TO PLATE
Architect
3/4"
= 1'-0" 5
3/4" = 1'-0"
6
3/4" = 1'-0$$
3/4"
Citizen Design
10 Dravus St
Seattle WA 98109
Project
Pine Park 614
614 5th Ave S
Edmonds, WA 98020
Issue Date Issue Description
11/30/21 Permit Set
3/22/22 Building B Consolidated Set
8/15/22 Floor Framing Revisions
11/4 x 51/2" WIDE SPLICE
BOARD. ORDER MPP PANEL
FASTENMASTER FLATLOK
DADOED TO ACCEPT SPLICE.
SCREW x 5" LONG
CENTER SPLICE BOARD IN MPP
@ 8" oc EA/ SIDE
8d @ 6" oc
DEPTH AND CENTER AT JOINT 1j"
OF SPLICE
DTT1Z @ 24" oc MOUNT TO SIDE
Building Department Approval
OF RAFTER AT BOTTOM, PROVIDE
/8" 0 LAG SCREW EMBED
N NOT USED-
N NOT USED-
BLD2022-1103- B102
31/2" INTO BEAM
BLD2022-1102- B103
RAFTERS AND HANGERS
RECEIVED
PER PLAN
MPP JOINT
9/1122
CS20 @ 32 oc STUD TO BEAM,
CITY
DEVELOPMENT
SERVICESS DEEPARTMPARTMS
ENT
WRAP BELOW BEAM, FIT TIGHT
Drawing Title
STRUCTURAL DETAILS
BEAM PER PLAN
Drawing Number
„_ ,_„
1 0 �
„_ -„
3/4 1 0 1�
„_ ,_„
3/4 1 0
11
_ „= 1 ,_„S333/4
1 1/2 0 12
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BUILT engineering
BUILT
L4x4x1/4 EACH SIDE OF POST AT
TOP AND BOTTOM. FASTEN EACH
e n g i n e e r i n g
ANGLE WITH (6)1/4" 0 x 3" SDS
`
SCREWS TO POST AND MPP PANEL
DOUBLE ANGLE POST CONNECTIONS
SIDE VIEW TOP VIEW
1„ 1„ 2_
e
e
N
(2) 3/4" 0 THRU-BOLTS AT CENTERLINE
OF POST. PROVIDE 3" SQUARE PLATE
WASHERS AT INTERIOR SIDE OF POST. o
DO NOT CUT OR BORE POST.
3/4" 0 ROD WITH #21/2 CLEVIS ENDS
EACH END OF DECK
L4x4x1/4 EACH SIDE
SEE 11/S3.4 FOR RAILING
OF POST. FASTEN EACH
CALLOUTS
ANGLE WITH (6)1/4" 0
x 3" SDS SCREWS TO
POST AND TO MPP PANEL
-NOT USED-
-NOT USED-
-;-;-
ANGLES AT BASE
SIDE TOP
3„ 3„ 1
1" 1J" 2J„ 1"
PROVIDE FLASHING PER ARCH'L
WHERE REQUIRED
8d @ 4" oc TO EACH
ROW OF BLOCKING
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HUC HANGERLEI
3„ PROVIDE 3" SQUARE PLATE
UPPER CONNECTION ELEVATION WASHERS AT BOLTS
2„ BEAMS, HANGERS, AND JOISTS
PER PLAN
51/4" PSL BLOCK x 14" MIN. LONG TO RECEIVE (2) ROWS LSL BLOCKING
o
SCREWS FROM ANGLES ABOVE. EACH END OF DECK
o
(SEE PLAN)
S. PAR
!! L4x4x1/2 WITH (2) 3/4"0
ti� of �vAs�,r�'rs
V
THRU BOLTS AND 1"0 CLEVIS PIN
M o
SECTION THRU SIDE BEAM
- - L6x4x1/2 WITH (2) 3/4"0 THRU
BOLTS AND 1" CLEVIS PIN
o53937
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DAP TOP AND BOT. OF BEAM 1" MAX
- m NAL
TO RECESS ANGLE/WASHER
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Project Contact
IF I
Brice Parrish
v v
tel 253 985 5008
brice@builtstructural.com
Architect
3/4" = 1'-0" 5
3/4" = 1'-0" 6
3/4" = 1'-0" CS
Citizen Design
10 Dravus St
Seattle WA 98109
Project
Pine Park 614
614 5th Ave S
Edmonds, WA 98020
BASE PLATE AND RAILING
Issue Date Issue Description
BY OTHERS - FASTEN TO BEAM
11/30/21 Permit Set
W/ (4)1/4" 0 x 4"SDS SCREWS @ 4" oc
3/22/22 Building B Consolidated Set
8/15/22 Floor Framing Revisions
(2) LSL 11/4" RIM AT
DECK
- - FLASHING PER ARCH'L
2x (P.T.) LEDGER WITH
Building Department Approval
(2) ROWS 1/4"0 x 4" SDS
-NOT USED-
-NOT USED-
SCREWS @ 12" oc
Q
-NOT USEDN
BLD2022-1104- B101
=
BLD2022-1103- B102
-� LUS HANGERS
o ¢ ;'
BLD2022-1102- B103
I �
RECEIVED
JOISTS PER PLAN =
9/1122
1 r�DEVELOPMENT
DTT2Z TOP W/ /2"0 THREADED
CITY OF EDMONDS
SERVICESDEPARTMENT
ROD W/ 3" SQUARE WASHER
AT BEAM, WITHIN 6" OF RAILING
Drawing Title
POST
STRUCTURAL DETAILS
DTT2Z's @ 48" oc, PROVIDE
FULL DEPTH LSL BLOCKING
TO RECEIVE OPPOSITE TENSION
Drawing Number
TIE. PROVIDE (5)10d AT SHEATHING
AND (3) 10d EA END
S3.4
3/4�� 11— 0�� 9
—
3/4 1,— 0 10
—
3/4��
— �—
— 1 0 11
_
3/4 1) 12— 0)p 12
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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
SW1
15/32" CDX PLYWOOD
2x
8d @ Coc
A35 @ 24"oc
16d @ Coc
16d @ Coc
5/8" 0 @ 48"oc
2x
SW2
15/32" CDX PLYWOOD
2x
8d @ 4"oc
A35 @ 15"oc
16d @ 4"oc
16d @ 4"oc
5/8" 0 @ 32"oc
2x
SW3
15/32" CDX PLYWOOD
3x
8d @ 3"oc
A35 @ 12"oc
N/A - USE SOLID RIM
16d @ 3"oc
5/8" 0 @ 16"oc
2x
SHEATHING PER SW
Q SCHEDULE
SW4
15/32 CDX PLYWOOD
3x
8d @ 2 oc A35 @ 9 oc
N/A - USE SOLID RIM
16d @ 2 oc
5
/s 0 @ 12„ oc
2x
SW5
15/32" CDX PLYWOOD BOTH SIDES
3x
8d @ 3"oc A35 @ Coc
N/A - USE SOLID RIM
(2) ROWS 16d @ 3"oc
5/8" 0 @ 16"oc
3x
KNOT USED-
C
TWO—SIDED oQ STAGGER ANCHORS
SHEARWALL �° AT TWO-SIDED
SW6
15/32" CDX PLYWOOD BOTH SIDES 3x
10d @ 2"oc A35 @ 41/2"oc N/A - USE SOLID RIM
(2) ROWS 16d @ 2"oc
5/8" 0 @ 12"oc
3x
SHEARWALLS
1. WALL SHEATHING SHALL CONSIST OF APA RATED PLYWOOD WITH SPAN RATING 32/16. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF PANELS. 7/16" APA RATED
SHEATHING (OSB) WITH SPAN RATING 24/16 MAY BE USED IN PLACE OF 15/32" CDX.
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.
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). 10d NAILS SHALL BE 0.148" DIAMETER x 3" (COMMON). 16d NAILS SHALL BE 0.135" DIAMETER x 31/2" (BOX).
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
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
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„
—
II II
II II II II
-
SHEARWALL PER PLAN
II
II II II
SHEARWALL PER PLAN PANEL EDGE NAILING BLOCKING OR JOIST ,-- BOTTOM PLATE NAILING
SHEARWALL
o o PIROVIDE HALF OF SPECIFIED
PER SW SCHEDULE PER FLOOR AND ROOF -' PER SW SCHEDULE
PER PLAN —
W NAILS IN EACH END LENGTH
DETAILS
II ��
- 1I �T L1 ��
/
STRAP PER PLAN- WRAP
II � II�
- — — — — — — — — —— — — — -
JF
UNDER HEADER AND UP
W
II II II 1[ II II
NAILING TO MATCH NAILING TO MATCH JOISTS PER PLAN
:: INSIDE FACE OF HEADER
BOTTOM PLATE NAILING BOTTOM PLATE NAILING (DIR. VARIES)
z
11 W L
— --- -
- — — — —
TI TT �— --n-- ___TF__
PER SW SCHEDULE PER SW SCHEDULE
PANEL EDGE NAILING FULL DEPTH BLOCKING TOP PLATE CONNECTION
II Ill II II
CD
:I
W PROVIDE 15/8" MIN. END
SHEARWALL PER PLAN PER SW SCHEDULE (OR RIM AT EXTERIOR) PER SW SCHEDULE
Z DISTANCE FOR NAILS
-_®�®
--�-----------------
TI TI 7
SHEARWALL PER PLAN
I
__- PANEL EDGE NAILING
1�
WAH �'r
tiG
I �
SHEARWALL PER PLAN NAILING TO MATCH BLOCK ALL PANEL EDGES PER SW SCHEDULE
�F
N HEADER - .• I
STRAP SCHEDULE
BOTTOM PLATE NAILING
� I
W
PER S SCHEDULE ANCHOR BOLTS & WASHERS
I
J `----------
MARK END LENGTH NAILS NAIL SPACING
SILL PLATE PER SW PER SW SCHEDULE
O 53937
���,SBGISTEg$��ti�
o - PROVIDE STRAP AT EACH
z
w END OF HEADER TO MATCH
CS16 14 (26) 8d x 2/12 21/16
f SCHEDULE
PANEL EDGE NAILING
-IONAL�
(SECTION) STRAP ABOVE - WRAP
PER SW SCHEDULE
_
OVER HEADER AND DOWN
1. 10d AND 12d DIAMETER = 0.148"; 8d DIAMETER = 0.131"•
INTERSECTING PANEL EDGE NAILING
/,II
Project Contact
INSIDE FACE OF HEADER
2. USE HALF OF THE REQUIRED NAILS IN EACH MEMBER
°
NON-SHEARWALL PER SW SCHEDULE
L
Brie Parrish
tei 253 985 5
BEING CONNECTED (i.e. IN EACH END LENGTH).
brice@builtstrucructural.com
TYPICAL STRAPPED HEADER
TYPICAL STRAP HOLDOWN AT FLOOR
TYPICAL SHEARWALL INTERSECTIONS TYPICAL SHEARWALL SECTION
Architect
3/4" = 1'-0" 5
3/4" = 1'-0" 6
c�
3/47) = 1'-0" 8
Citizen Design
10 Dravus St
Seattle WA 98109
Project
Pine Park 614
HOLDOWN STUDS/POST PER SCHEDULE NAIL HOEDOWN STUDS W/
614 5th Ave S
WA
PROVIDE PANEL EDGE NAILING (2)10d @ 6" oc.
Edmonds, 98020
OVER ALL HOEDOWN STUDS OR (2)
Issue Date Issue Description
ROWS AT POST
� (8) 16d @ 42oc STAGGERED
TYPICAL DOUBLE TOP PLATE
EACH SIDE OF SPLICE
11/30/21 Permit Set
I,I HDU HOLDOWN W/ 1/42'0 x
(16d @ 12"oc ELSEWHERE)
3/22/22 Building B Consolidated Set
I 21/2" SDS SCREWS
r
8/15/22 Floor Framing Revisions
II
I I CONCRETE STEMWALL PER
I.I PLAN (6" MIN. THICKNESS)
tila
I�� °
CONT. #4 x 6'-0" EA.=HDU8
Building Department Approval
SIDE OF AB (WRAP A�� I�� a ° ALL THREAD PER SCHEDULE
KNOT USED-
CORNER AS REQ D) A
CENTER SPLICE OVER STUD
BLD2022-1104- B101
HOLDOWNS OR LARGER — _ SB PER SCHEDULE
\
BLD2022-1103- B102
BLD2022-1102- B103
SSTB PER SCHEDULE PLATE WASHER PER SCHEDULE
RECEIVED
HDU HOLDOWN SCHEDULE
911/22
PLAN AT STEMWALL AT FOOTING HD POST
BEAM OR HEADER PER PLAN
CITY OFEDMONDS
DEVELOPMENT
MARK
AB
EMBED
ALL -THREAD
WASHER
EMBED
4x WALL
6x WALL
SERVICES DEPARTMENT
L
HDU2
5/8"0-SSTB16(L)
12-5/8"
5/8"0
13/4" SQ x 1/2"
9"
(2)2x4
(2)2x6
Drawing Title
HDU4
5/8"O-SB5/8 x 24
18"
5/8"0
13/4" SQ x 1/2"
9"
(2)2x4
(2)2x6
STRUCTURAL DETAILS
HDU5
5/8" O-SB5/8 x 24
18"
5/8210
13/4" SQ x 1/2"
9"
(2)2x4
(2)2x6
MULTI -STUD PER PLAN WITH
NAILING PER GEN. NOTES
s'-o" MIN. BETWEEN SPLICES
HDU8 7/8"0-SB5/8 x 24 18" 7/8"0 21/2" SQ x 1/2" 12" 4x6 6x6
1. A307 ALL -THREAD W/ PLATE WASHER PER SCHEDULE AND DOUBLE NUT BOTTOM
Drawing Number
OR EQUIBALENT SIMPSON PAR EMBED LENGTH MEASURED TO TOP OF WASHER.
TYPICAL MULTIPLE —STUD POST CONSTRUCTION
TYPICAL TOP PLATE SPLICE CONSTRUCTION
» _ 1_ »
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
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