REV1 APPROVED BLD - BLD2022-0439+Structural_Plan+10.30.2023_10.46.42_AM+3868534General Structural Notes Continued
APPROVED ALL WORK SUBJECT
PLANS MUST BE TO FIELD
ON JOB SITE INSPECTION FOR
CODE COMPLIANCE
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
D
BUILDING OFFICIAL
Nov 16 2023
APPROVED DATE
The following documentation shall be available on
= site for the building inspector:
■
❑ COE APPROVED ARCHITECTURAL PLAN SET
COE APPROVED STRUCTURAL PLAN SET ;
COE REVIEWED CALCULATION PACKET '
ENERGY CREDIT WORKSHEET
SITE PLAN ;
CIVIL PLAN '
x❑ ORIGINAL APPROVED ARCH. PLANS
�F ORIGINAL APPROVED STRUCT. PLANS ;
CITY OF EDMONDS BUILDING DEPARTMENT 2021 ■
THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS
39. FRAMING LUMBER SHALL BE S-DRY, KD, OR MC-19, AND GRADED AND MARKED IN 44. P EFABRICATED CONNECTOR PLATE WOOD ROOF TRUSSES SHALL BE DESIGNED BY THE
CONFORMANCE WITH WCLIB STANDARD No. 17, GRADING RULES FOR WEST COAST LUMBER, KANUFACTURER IN ACCORDANCE WITH THE "NATIONAL DESIGN STANDARD FOR METAL
2018, OR WWPA STANDARD, WESTERN LUMBER GRADING RULES 2017. FURNISH TO THE PLATE -CONNECTED WOOD TRUSS CONSTRUCTION, ANSI/TPI 1" BY THE TRUSS PLATE
FOLLOWING MINIMUM STANDARDS: INSTITUTE FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS. LOADING SHALL BE AS
FOLLOWS:
JOISTS (2X & 3X MEMBERS)
AND BEAMS TOP CHORD LIVE LOAD 25 PSF
TOP CHORD DEAD LOAD 10 PSF
BOTTOM CHORD DEAD LOAD 5 PSF
TOTAL LOAD 40 PSF
WOOD
(4X MEMBERS)
BEAMS (INCL. 6X AND LARGER)
POSTS (4X MEMBERS)
(6X AND LARGER)
STUDS, PLATES & MISC. FRAMING:
HEM -FIR N0. 2 MINIMUM BASE VALUE, Fb = 850 PSI
DOUGLAS FIR -LARCH NO. 1
MINIMUM BASE VALUE, Fb = 1000 PSI
DOUGLAS FIR -LARCH NO. 1
MINIMUM BASE VALUE, Fb = 1350 PSI
DOUGLAS FIR -LARCH NO. 2
MINIMUM BASE VALUE, Fc = 1350 PSI
DOUGLAS FIR -LARCH NO. 1
MINIMUM BASE VALUE, Fc = 1000 PSI
DOUGLAS FIR -LARCH NO. 2
OR HEM -FIR NO. 2
40. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND
ANSI/AITC STANDARDS. EACH MEMBER SHALL BEAR AN AITC OR APA IDENTIFICATION
MARK AND SHALL BE ACCOMPANIED BY AN AITC OR APA CERTIFICATE OF CONFORMANCE.
ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V4, Fb = 2,400 PSI,
Fv =265 PSI. ALL CANTILEVERED BEAMS SHALL BE DOUGLAS FIR COMBINATION 24F-V8,
Fb = 2400 PSI, Fv = 265 PSI. CAMBER ALL SIMPLE SPAN GLULAM BEAMS, WITH SPANS
OVER 30', TO 3,500' RADIUS, UNLESS SHOWN OTHERWISE ON THE PLANS.
41. MANUFACTURED LUMBER, WHERE NOTED, BEAMS MAY BE PSL, LVL, AND LSL SHOWN ON PLAN
ARE BASED ON PRODUCTS MANUFACTURED BY THE WEYERHAEUSER CORPORATION IN
ACCORDANCE WITH ICC-ES REPORT ESR-1387. MEMBERS SHALL HAVE THE FOLLOWING
MINIMUM PROPERTIES:
PSL (2.OE WS) Fb = 2900 PSI, E = 2000 KSI, Fv = 290 PSI
LVL (2.OE-2600FB WS) Fb = 2600 PSI, E = 2000 KSI, Fv = 285 PSI
LSL (1.55E) Fb = 2325 PSI, E = 1550 KSI, Fv = 310 PSI
ALTERNATE MANUFACTURED LUMBER MANUFACTURERS MAY BE USED SUBJECT TO REVIEW
AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. ALTERNATE
MANUFACTURER'S PRODUCTS SHALL BE COMPATIBLE WITH THE JOIST HANGERS AND OTHER
HARDWARE SPECIFIED ON PLANS, OR ALTERNATE HANGERS AND HARDWARE SHALL
SUBMITTED FOR REVIEW AND APPROVAL. SUBSTITUTED ITEMS SHALL HAVE ICC-ES REPORT
APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES.
MANUFACTURED LUMBER PRODUCTS SHALL BE INSTALLED WITH A MOISTURE CONTENT OF
12% OR LESS. THE CONTRACTOR SHALL MAKE PROVISIONS DURING CONSTRUCTION TO
PREVENT THE MOISTURE CONTENT OF INSTALLED BEAMS FROM EXCEEDING 12%. EXCESSIVE
DEFLECTIONS MAY OCCUR IF MOISTURE CONTENT EXCEEDS THIS VALUE.
42. PREFABRICATED PLYWOOD WEB JOISTS SHALL BE DESIGNED BY THE MANUFACTURER FOR
THE SPANS AND CONDITIONS SHOWN ON THE PLANS 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 AND DESIGN
CALCULATIONS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO
FABRICATION. DESIGN SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE OF A
REGISTERED PROFESSIONAL ENGINEER, STATE OF WASHINGTON. PERMANENT AND
TEMPORARY BRIDGING SHALL BE INSTALLED IN CONFORMANCE WITH MANUFACTURER'S
SPECIFICATIONS.
THE DESIGN SHOWN ON THE PLANS IS BASED ON JOISTS MANUFACTURED BY THE
WEYERHAEUSER CORPORATION, IN ACCORDANCE WITH ICC-ES REPORT ESR-1157.
ALTERNATE PLYWOOD WEB JOIST MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND
APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. ALTERNATE MANUFACTURER'S
PRODUCTS SHALL BE COMPATIBLE WITH THE JOIST HANGERS AND OTHER HARDWARE
SPECIFIED ON PLANS, OR ALTERNATE HANGERS AND HARDWARE SHALL SUBMITTED FOR
REVIEW AND APPROVAL. SUBSTITUTED ITEMS SHALL HAVE ICC-ES REPORT APPROVAL FOR
EQUAL OR GREATER LOAD CAPACITIES.
43. PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR
GLUE IN CONFORMANCE WITH DOC PS 1 OR PS 2. ORIENTED STRAND BOARD OF
EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF
PLYWOOD.
FLOOR SHEATHING SHALL BE 3/4' (NOMINAL) WITH SPAN RATING 48/24.
WALL SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 24/0.
ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED T&G JOINTS OR SHALL BE SUPPORTED
WITH SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR
AND ROOF SHEATHING.
REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS.
WIND UPLIFT (TOP CHORD) 5 PSF
BOTTOM CHORD LIVE LOAD 10 PSF
(BOTTOM CHORD LIVE LOAD DOES NOT ACT
CONCURRENTLY WITH THE ROOF LIVE LOAD)
WOOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES (GANGNAIL OR EQUAL).
SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS TO THE ARCHITECT AND STRUCTURAL
ENGINEER FOR REVIEW PRIOR TO FABRICATION. SUBMITTED DOCUMENTS SHALL BE SIGNED
AND STAMPED BY A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON.
PROVIDE FOR SHAPES, BEARING POINTS, INTERSECTIONS, HIPS, VALLEYS, ETC., SHOWN ON
THE DRAWINGS. EXACT COMPOSITION OF SPECIAL HIP, VALLEY, AND INTERSECTION AREAS
(USE OF GIRDER TRUSSES, JACK TRUSSES, STEP-DOWN TRUSSES, ETC.) SHALL BE
DETERMINED BY THE MANUFACTURER UNLESS SPECIFICALLY INDICATED ON THE PLANS.
PROVIDE ALL TRUSS TO TRUSS AND TRUSS TO GIRDER TRUSS CONNECTION DETAILS AND
REQUIRED CONNECTION MATERIALS. PROVIDE FOR ALL TEMPORARY AND PERMANENT TRUSS
BRACING AND BRIDGING.
45. TONGUE -AND -GROOVE STRUCTURAL FLOOR DECKING SHALL BE INSTALLED AS FOLLOWS: 2X
DECKING SHALL BE TOENAILED THROUGH THE TONGUE AND FACE - NAILED WITH ONE 16d
NAIL PER PIECE PER SUPPORT. DECKING SHALL BE PLACED WITH A CONTROLLED RANDOM
LAYOUT UNLESS OTHERWISE NOTED AND SHALL EXTEND ACROSS A MINIMUM OF THREE
SPANS. EACH PLANK SHALL BEAR ON AT LEAST ONE SUPPORT. ALL JOINTS SHALL BE END
MATCHED AND ALL PLANKS NAILED TOGETHER WITHIN ONE FOOT OF EACH SIDE OF THE END
JOINT. END JOINTS IN ADJACENT PLANKS SHALL BE AT LEAST TWO FEET APART AND END
JOINTS IN ALTERNATE PLANKS SHALL BE MORE THAN ONE FOOT APART WHEN MEASURED
ALONG THE LENGTH OF THE DECKING. END JOINTS NOT OCCURRING OVER SUPPORTS SHALL
BE MATCHED TONGUED AND GROOVED OR SHALL BE CONNECTED WITH 10 GAUGE METAL
SPLINES DRIVEN INTO PRE-CUT SLOTS. TONGUE AND GROOVE JOINTS SHALL BE GLUED WITH
CONSTRUCTION ADHESIVE WHERE NOTED ON PLAN.
46. 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.
47. PRESERVATIVE TREATED WOOD SHALL BE TREATED PER AWPA STANDARD U1 TO THE USE
CATEGORY EQUAL TO OR HIGHER THAN THE INTENDED APPLICATION. TREATED WOOD FOR
ABOVE GROUND USE SHALL BE TREATED TO AWPA UC3B. WOOD IN CONTINUOUS CONTACT
WITH FRESH WATER OR SOIL SHALL BE TREATED TO AWPA UC4A. WOOD FOR USE IN
PERMANENT FOUNDATIONS SHALL BE TREATED TO AWPA UC4B.
48. FASTENERS AND TIMBER CONNECTORS USED WITH TREATED WOOD SHALL HAVE CORROSION
RESISTANCE AS INDICATED IN THE FOLLOWING TABLE, UNLESS OTHERWISE NOTED.
WOOD TREATMENT
HAS NO AMMONIA CARRIER
CONTAINS AMMONIA CARRIER
CONTAINS AMMONIA CARRIER
CONTAINS AMMONIA CARRIER
AZCA
CONDITION PROTECTION
INTERIOR DRY G90 GALVANIZED
INTERIOR DRY G185 OR A185 HOT DIPPED OR
CONTINUOUS HOT -GALVANIZED
PER ASTM A653
INTERIOR WET TYPE 304 OR 316 STAINLESS
EXTERIOR TYPE 304 OR 316 STAINLESS
ANY TYPE 304 OR 316 STAINLESS
INTERIOR DRY CONDITIONS SHALL HAVE WOOD MOISTURE CONTENT LESS THAN 19%. WOOD
MOISTURE CONTENT IN OTHER CONDITIONS (INTERIOR WET, EXTERIOR WET, AND EXTERIOR
DRY) IS EXPECTED TO EXCEED 19%. CONNECTORS AND THEIR FASTENERS SHALL BE THE
SAME MATERIAL. COMPLY WITH THE TREATMENT MANUFACTURERS RECOMMENDATIONS FOR
PROTECTION OF METAL.
49. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY
SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C-C-2019. EQUIVALENT
DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC-ES
APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF
FASTENERS AS SPECIFIED BY MANUFACTURER FOR MAXIMUM LOAD CARRYING CAPACITY.
CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS.
ALL 2X JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST HANGERS.
ALL TJI JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "ITS" SERIES JOIST HANGERS.
ALL DOUBLE -JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "MIT" SERIES
JOIST HANGERS.
WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR
BOLTS IN EACH MEMBER.
ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM)AS MEMBERS
CONNECTED.
50. WOOD FASTENERS
A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS:
SIZE LENGTH DIAMETER
8d 2-1/2" 0.131"
10d 3" 0.148"
16d BOX 3-1/2" 0.135"
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 - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN
FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. TOE -NAILS
SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES WITH THE MEMBER AND STARTED 1/3
THE LENGTH OF THE NAIL FROM THE MEMBER END.
B. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS
UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD.
INSTALLATION OF LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN
SPECIFICATION FOR WOOD CONSTRUCTION WITH A LEAD BORE HOLE OF 60 TO 70
PERCENT OF THE SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 3/8' AND
SMALLER LAG SCREWS.
51. NOTCHES AND HOLES IN WOOD FRAMING:
A. NOTCHES ON THE ENDS OF SOLID SAWN JOISTS AND RAFTERS SHALL NOT EXCEED
ONE-FOURTH THE JOIST DEPTH. NOTCHES IN THE TOP OR BOTTOM OF SOLID SAWN
JOISTS SHALL NOT EXCEED ONE -SIXTH THE DEPTH AND SHALL NOT BE LOCATED IN THE
MIDDLE THIRD OF THE SPAN. HOLES BORED IN SOLID SAWN JOISTS AND RAFTERS
SHALL NOT BE WITHIN 2 INCHES OF THE TOP OR BOTTOM OF THE JOIST, AND THE
DIAMETER OF ANY SUCH HOLE SHALL NOT EXCEED ONE-THIRD THE DEPTH OF THE
JOIST.
B. IN EXTERIOR WALLS AND BEARING PARTITIONS, ANY WOOD STUD IS PERMITTED TO BE
CUT OR NOTCHED TO A DEPTH NOT EXCEEDING 25 PERCENT OF ITS WIDTH. A HOLE NOT
GREATER IN DIAMETER THAN 40 PERCENT OF THE STUD WIDTH IS PERMITTED TO BE
BORED IN ANY WOOD STUD. IN NO CASE SHALL THE EDGE OF THE BORED HOLE BE
NEARER THAN 5/8 INCH TO THE EDGE OF THE STUD. BORED HOLES SHALL NOT BE
LOCATED AT THE SAME SECTION OF STUD AS A CUT OR NOTCH.
C. NOTCHES AND HOLES IN MANUFACTURED LUMBER AND PREFABRICATED PLYWOOD WEB
JOISTS SHALL BE PER THE MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE
NOTED.
52. WOOD FRAMING NOTES --THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS:
A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE
MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE, THE AITC "TIMBER
CONSTRUCTION MANUAL" AND THE AWC "NATIONAL DESIGN SPECIFICATION FOR WOOD
CONSTRUCTION". MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO
IBC TABLE 2304.10.1. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH
MECHANICAL AND ARCHITECTURAL DRAWINGS.
B. WALL FRAMING: REFER ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS. ALL
STUDS SHALL BE SPACED AT 16" O.C. UNO. TWO STUDS MINIMUM SHALL BE PROVIDED
AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS, AND AT BEAM OR
HEADER BEARING LOCATIONS. TWO 2x8 HEADERS SHALL BE PROVIDED OVER ALL
OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE
PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID
BLOCKING AT MID -HEIGHT OF ALL STUD WALLS OVER 10'-0" IN HEIGHT.
ALL 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 @ 12" O.C.. LAP TOP PLATES AT JOINTS A MINIMUM 4'-0" AND NAIL WITH TWELVE
16d NAILS @ 4" O.C. EACH SIDE JOINT.
ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING
BELOW WITH TWO ROWS OF 16d NAILS @ 12" ON -CENTER, OR ATTACHED TO CONCRETE
BELOW WITH 5/8" DIAMETER ANCHOR BOLTS @ 4'-0" ON -CENTER EMBEDDED 7"
MINIMUM, UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT-UP POSTS
SHALL BE NAILED TO EACH OTHER WITH TWO ROWS OF 16d @12" ON -CENTER. UNLESS
OTHERWISE NOTED, GYPSUM WALLBOARD SHALL BE FASTENED TO THE INTERIOR
SURFACE OF ALL STUDS AND PLATES WITH NO. 6 X 1-1/4" TYPE S OR W SCREWS @ 8"
ON -CENTER. UNLESS INDICATED OTHERWISE, 1/2" (NOMINAL)APA RATED SHEATHING
(SPAN RATING 24/0) SHALL BE NAILED TO ALL EXTERIOR SURFACES WITH 8d NAILS @
6" ON -CENTER AT PANEL EDGES AND TOP AND BOTTOM PLATES (BLOCK UN -SUPPORTED
EDGES)AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH 8d NAILS @ 12"
ON -CENTER ALLOW 1/8" SPACING AT ALL PANEL EDGES AND PANEL ENDS.
C. FLOOR FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT
EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN
FLOORS UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING BETWEEN JOISTS AT ALL
BEARING POINTS WITH A MINIMUM OF (3) 16d TOE NAILS EACH END. TOE -NAIL
JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS
OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE.
NAIL ALL MULTI JOIST BEAMS TOGETHER WITH TWO ROWS 16d @ 12" ON -CENTER.
UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD FLOOR SHEATHING SHALL BE LAID
UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED AT 6" ON -CENTER WITH 8d
NAILS TO FRAMED PANEL EDGES, STRUTS AND OVER STUD WALLS AS SHOWN ON PLANS
AND @ 12" ON -CENTER TO INTERMEDIATE SUPPORTS. ALL FLOOR SHEATHING EDGES
SHALL HAVE APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING.
ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR SHEATHING. TOENAIL
BLOCKING TO SUPPORTS WITH 16d @ 12" ON -CENTER, MINIMUM TWO NAILS PER BLOCK,
UNLESS OTHERWISE NOTED.
Sill L
EN NEMN
2124 Third Avenue - Suite too - Seattle, WA 98121
p:2o6.443.6212 ssfengineers.com
934 Broadway - Tacoma, WA 98402
P:253•z84.9470 ssfengineers.com
Copyright 2022 Swenson Say Faget - All Rights Reserved
DRAWN:
_ N:
SRK
DESIGN:
RGC
CHECKED:
RGC
APPROVED:
RGC
REVISIONS:
Permit Revision Oct. 24, 2022
2 Permit Corrections,
Round 2 Feb. 13, 2023
Roof Revisions Sept. 22, 2023
JURISDICTIONAL APPROVAL STAMP:
1:3111111l041Wel91661
REVISION
Oct 30 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
PROJECT TITLE:
ANGLE RESIDENCE
15724 72nd Avenue W.
Edmonds, WA 98026
ARCHITECT:
Cast Architecture
115-C North 36th Street
Seattle, WA 98103
CASTa rc h i tect u re . co m
ph 206.256.9886
ISSUE:
Permit
S' TITLE:
General
Structural Notes
Continued
SCALE:
DATE:
March 29, 2022
PROJECT NO:
00640-2021-01
SHEET NO:
S 1.2
INTERIOR DRY CONDITIONS SHALL HAVE WOOD MOISTURE CONTENT LESS THAN 19%. WOOD
MOISTURE CONTENT IN OTHER CONDITIONS (INTERIOR WET, EXTERIOR WET, AND EXTERIOR
DRY) IS EXPECTED TO EXCEED 19%. CONNECTORS AND THEIR FASTENERS SHALL BE THE
SAME MATERIAL. COMPLY WITH THE TREATMENT MANUFACTURERS RECOMMENDATIONS FOR
PROTECTION OF METAL.
49. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY
SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C-C-2019. EQUIVALENT
DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC-ES
APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF
FASTENERS AS SPECIFIED BY MANUFACTURER FOR MAXIMUM LOAD CARRYING CAPACITY.
CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS.
ALL 2X JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST HANGERS.
ALL TJI JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "ITS" SERIES JOIST HANGERS.
ALL DOUBLE -JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH "MIT" SERIES
JOIST HANGERS.
WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR
BOLTS IN EACH MEMBER.
ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM)AS MEMBERS
CONNECTED.
50. WOOD FASTENERS
A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS:
SIZE LENGTH DIAMETER
8d 2-1/2" 0.131"
10d 3" 0.148"
16d BOX 3-1/2" 0.135"
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 - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN
FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. TOE -NAILS
SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES WITH THE MEMBER AND STARTED 1/3
THE LENGTH OF THE NAIL FROM THE MEMBER END.
B. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS
UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD.
INSTALLATION OF LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN
SPECIFICATION FOR WOOD CONSTRUCTION WITH A LEAD BORE HOLE OF 60 TO 70
PERCENT OF THE SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 3/8' AND
SMALLER LAG SCREWS.
51. NOTCHES AND HOLES IN WOOD FRAMING:
A. NOTCHES ON THE ENDS OF SOLID SAWN JOISTS AND RAFTERS SHALL NOT EXCEED
ONE-FOURTH THE JOIST DEPTH. NOTCHES IN THE TOP OR BOTTOM OF SOLID SAWN
JOISTS SHALL NOT EXCEED ONE -SIXTH THE DEPTH AND SHALL NOT BE LOCATED IN THE
MIDDLE THIRD OF THE SPAN. HOLES BORED IN SOLID SAWN JOISTS AND RAFTERS
SHALL NOT BE WITHIN 2 INCHES OF THE TOP OR BOTTOM OF THE JOIST, AND THE
DIAMETER OF ANY SUCH HOLE SHALL NOT EXCEED ONE-THIRD THE DEPTH OF THE
JOIST.
B. IN EXTERIOR WALLS AND BEARING PARTITIONS, ANY WOOD STUD IS PERMITTED TO BE
CUT OR NOTCHED TO A DEPTH NOT EXCEEDING 25 PERCENT OF ITS WIDTH. A HOLE NOT
GREATER IN DIAMETER THAN 40 PERCENT OF THE STUD WIDTH IS PERMITTED TO BE
BORED IN ANY WOOD STUD. IN NO CASE SHALL THE EDGE OF THE BORED HOLE BE
NEARER THAN 5/8 INCH TO THE EDGE OF THE STUD. BORED HOLES SHALL NOT BE
LOCATED AT THE SAME SECTION OF STUD AS A CUT OR NOTCH.
C. NOTCHES AND HOLES IN MANUFACTURED LUMBER AND PREFABRICATED PLYWOOD WEB
JOISTS SHALL BE PER THE MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE
NOTED.
52. WOOD FRAMING NOTES --THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS:
A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE
MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE, THE AITC "TIMBER
CONSTRUCTION MANUAL" AND THE AWC "NATIONAL DESIGN SPECIFICATION FOR WOOD
CONSTRUCTION". MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO
IBC TABLE 2304.10.1. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH
MECHANICAL AND ARCHITECTURAL DRAWINGS.
B. WALL FRAMING: REFER ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS. ALL
STUDS SHALL BE SPACED AT 16" O.C. UNO. TWO STUDS MINIMUM SHALL BE PROVIDED
AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS, AND AT BEAM OR
HEADER BEARING LOCATIONS. TWO 2x8 HEADERS SHALL BE PROVIDED OVER ALL
OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE
PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID
BLOCKING AT MID -HEIGHT OF ALL STUD WALLS OVER 10'-0" IN HEIGHT.
ALL 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 @ 12" O.C.. LAP TOP PLATES AT JOINTS A MINIMUM 4'-0" AND NAIL WITH TWELVE
16d NAILS @ 4" O.C. EACH SIDE JOINT.
ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING
BELOW WITH TWO ROWS OF 16d NAILS @ 12" ON -CENTER, OR ATTACHED TO CONCRETE
BELOW WITH 5/8" DIAMETER ANCHOR BOLTS @ 4'-0" ON -CENTER EMBEDDED 7"
MINIMUM, UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT-UP POSTS
SHALL BE NAILED TO EACH OTHER WITH TWO ROWS OF 16d @12" ON -CENTER. UNLESS
OTHERWISE NOTED, GYPSUM WALLBOARD SHALL BE FASTENED TO THE INTERIOR
SURFACE OF ALL STUDS AND PLATES WITH NO. 6 X 1-1/4" TYPE S OR W SCREWS @ 8"
ON -CENTER. UNLESS INDICATED OTHERWISE, 1/2" (NOMINAL)APA RATED SHEATHING
(SPAN RATING 24/0) SHALL BE NAILED TO ALL EXTERIOR SURFACES WITH 8d NAILS @
6" ON -CENTER AT PANEL EDGES AND TOP AND BOTTOM PLATES (BLOCK UN -SUPPORTED
EDGES)AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH 8d NAILS @ 12"
ON -CENTER ALLOW 1/8" SPACING AT ALL PANEL EDGES AND PANEL ENDS.
C. FLOOR FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT
EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN
FLOORS UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING BETWEEN JOISTS AT ALL
BEARING POINTS WITH A MINIMUM OF (3) 16d TOE NAILS EACH END. TOE -NAIL
JOISTS TO SUPPORTS WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS
OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE.
NAIL ALL MULTI JOIST BEAMS TOGETHER WITH TWO ROWS 16d @ 12" ON -CENTER.
UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD FLOOR SHEATHING SHALL BE LAID
UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED AT 6" ON -CENTER WITH 8d
NAILS TO FRAMED PANEL EDGES, STRUTS AND OVER STUD WALLS AS SHOWN ON PLANS
AND @ 12" ON -CENTER TO INTERMEDIATE SUPPORTS. ALL FLOOR SHEATHING EDGES
SHALL HAVE APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING.
ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR SHEATHING. TOENAIL
BLOCKING TO SUPPORTS WITH 16d @ 12" ON -CENTER, MINIMUM TWO NAILS PER BLOCK,
UNLESS OTHERWISE NOTED.
Sill L
EN NEMN
2124 Third Avenue - Suite too - Seattle, WA 98121
p:2o6.443.6212 ssfengineers.com
934 Broadway - Tacoma, WA 98402
P:253•z84.9470 ssfengineers.com
Copyright 2022 Swenson Say Faget - All Rights Reserved
DRAWN:
_ N:
SRK
DESIGN:
RGC
CHECKED:
RGC
APPROVED:
RGC
REVISIONS:
Permit Revision Oct. 24, 2022
2 Permit Corrections,
Round 2 Feb. 13, 2023
Roof Revisions Sept. 22, 2023
JURISDICTIONAL APPROVAL STAMP:
1:3111111l041Wel91661
REVISION
Oct 30 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
PROJECT TITLE:
ANGLE RESIDENCE
15724 72nd Avenue W.
Edmonds, WA 98026
ARCHITECT:
Cast Architecture
115-C North 36th Street
Seattle, WA 98103
CASTa rc h i tect u re . co m
ph 206.256.9886
ISSUE:
Permit
S' TITLE:
General
Structural Notes
Continued
SCALE:
DATE:
March 29, 2022
PROJECT NO:
00640-2021-01
SHEET NO:
S 1.2
A B C
CS16 RAP EA. TOP
ID" PLATE, @ CORNER
76x 4'-6"
o�
min.
�v A
-PROVIDE
in�W6 x '-9" �
min. /
01 L
A 3/S5.1' > - s 6 Co I I
N
C'O� 6, s� G' �
5/S4.1 CD c� 1oF �s Z5
w
O
o .I`
-
'l '
I �
LLJ 1 /Sd.1 ,
3/S4.1
3 PARALLEL CHORD TRUSSES @ 24"oc
2x8 OUTRIG ERS EA. TRUSS
CD
12/S4.1 4/S4.1
/ o
5/8" 0 HANGER ROD
PER 2/S5.1 GEDAR GL 51/2x10l/2
4 - - Nv o
w.
U 4/S5.1
1 /S51 , 1 /S5 'I
cr-
o
U �
�
¢ <
CN
PSL 51/4x11 7/8
2/S4.1 ,
SIM.
6 /S4.1
/7o
A(2x8
24"oc
Plan Notes
0
N Cn
cn
Cow
� Of
rs
1 /S4.1
1. ALL NEW EXTERIOR WALLS SHALL BE W6 UNLESS NOTED OTHERWISE.
2. ALL NEW HEADERS SHALL BE (2) 2X8 UNLESS NOTED OTHERWISE.
3. PROVIDE (2) BEARING STUDS UNDER EACH END OF ALL HEADERS AND BEAMS OVER 5'-0" LONG
UNLESS NOTED OTHERWISE.
4. PROVIDE FULL DEPTH VERTICAL BLOCKING AT MAIN FLOOR AND BASEMENT AT ALL COLUMN
LOCATIONS.
5. TYPICAL BEAM -TO -BEAM HANGERS ARE HUC, UNLESS NOTED OTHERWISE.
6. TYPICAL FLOOR HOUSE FRAMING CONSISTS OF 23/32" T&G PLYWOOD, FACE GRAIN
PERPENDICULAR TO THE SUPPORTS, OVER 9-1/2" TJI 210 @ 16" ON -CENTER. NAIL SHEATHING
PER THE GENERAL NOTES.
7. TYPICAL LOFT FRAMING CONSISTS OF 1/2" PLYWOOD, NAILED AT 6" ON -CENTER AT PANEL EDGES,
AND 12" ON -CENTER IN THE FIELD, OVER 2X DECKING, ON JOISTS PER PLAN.
Q5 8. TYPICAL ROOF FRAMING CONSISTS OF 1/2" PLYWOOD, FACE GRAIN PERPENDICULAR TO SUPPORTS,
OVER PRE -MANUFACTURED TRUSS SPACED AT 24" O.C. NAIL SHEATHING PER THE GENERAL
STRUCTURAL NOTES.
9. INDICATES HOLDOWN PER HOLDOWN SCHEDULE.
10. COLUMNS INDICATED ON PLAN TERMINATE AT THE FLOOR THEY ARE CALLED OUT ON.
11. INDICATES (X) NUMBER OF BEARING STUDS IN A MULTI -STUD COLUMN. NAIL STUDS TOGETHER
WITH (2) 16D @ 12" ON -CENTER.
12. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS.
13. REFER TO THE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS.
14. CEDAR GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND
ANSI/AITC STANDARDS. EACH MEMBER SHALL BEAR AN AITC OR APA IDENTIFICATION MARK AND
SHALL BE ACCOMPANIED BY AN AITC OR APA CERTIFICATE OF CONFORMANCE. ALL SIMPLE SPAN
BEAMS SHALL BE ALASKA YELLOW CEDAR COMBINATION 20E-V12, Fb = 2,000 PSI, Fv =265 PSI.
ALL CANTILEVERED BEAMS SHALL BE ALASKA YELLOW CEDAR COMBINATION 24F-V13, Fb = 2000
PSI, Fv = 265 PSI. CAMBER ALL SIMPLE SPAN GLULAM BEAMS, WITH SPANS OVER 30', TO 3,500'
RADIUS, UNLESS SHOWN OTHERWISE ON THE PLANS.
o
J
cn
E4PROVI
G
A
.5 CLIP PER
TO BAY WINDOW
-UW6 x 5'-5" - -
min. min.
A
1
CD U
CAD
I C
m I:
TV
I
x10 ) 2x10 2x4 BEARING WALL
x
W6 x 2'-0" W6 x 6'-0"
min.
A
Legend
O ® STRUCTURAL WALL OR POST BELOW
�_________; STRUCTURAL WALL OR POST ABOVE
NON-STRUCTURAL WALL BELOW
Wx SHEARWALL PER
t SPAN DIRECTION
< T > EXTENT OF JOISTS
HEADER/BEAM PER PLAN
HANGER
�X NO. OF STUDS IN MULTI -STUD COLUMN PER PLAN NOTE 11
XX HOLDOWN PER SCHEDULE 4/S4.2
�J
PT PRESSURE TREATED
CEDAR GL CEDAR GLULAM MEMBER PER NOTE 14 00
n
Roof Framing Plan
Scale: 1/4" - 1'-0" IN
NZ/7 ENMNEEN
2124 Third Avenue - Suite loo - Seattle, WA 98121
p:2o6.443.6212 ssfengineers.com
934 Broadway - Tacoma, WA 98402
P:253•z84.9470 ssfengineers.com
Copyright 2022 Swenson Say Faget - All Rights Reserved
DRAWN:
SRK
DESIGN:
RGC
CHECKED:
RGC
APPROVED:
RGC
REVISIONS:
Permit Revision Oct. 24, 2022
2 Permit Corrections,
Round 2 Feb. 13, 2023
Roof Revisions Sept. 22, 2023
JURISDICTIONAL APPROVAL STAMP:
BLD2022-0439
REVISION
Oct 30 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
PROJECT TITLE:
ANGLE RESIDENCE
15724 72nd Avenue W.
Edmonds, WA 98026
ARCHITECT:
Cast Architecture
115-C North 36th Street
Seattle, WA 98103
CASTa rc h i tect u re . co m
ph 206.256.9886
ISSUE:
Permit
SHEET TITLE:
Roof
Framing Plan
SCALE:
1 /4" = P-0" U.N.O.
DATE:
March 29, 2022
PROJECT NO:
00640-2021-01
SHEET NO:
S2,a3
A35 PER SHEARWALL
(5) 8d INTO EA.
A35 PER SHEARWALL
SCHEUDLE
OUTRIGGER
SCHEUDLE
8d @ 6"oc
(5) 8d INTO EA.
2x8 OUTRIGGERS @ 24"oc
8d @ Coc
OUTRIGGER
W/ LB28 HANGER
2x8 BLKG. BTWN.
2x8 BLKG. BTWN.
8d @ 6"oc
PROVIDE 2x6 VERT. BLOCK
TRUSS BLKG. PER TRUSS
OUTRIGGERS W/ 16d @
2x8 OUTRIGGERS @ 24"oc
TRUSSES &
OUTRIGGERS W/ 16d @
BELOW OUTRIGGER
MANUFACTURER
6"oc TO TOP E
W/ LB28 HANGER
SHEATHING PER PLAN
6"oc TO TOP E
VARIES gL
2x8 OUTRIGGER
16d @ Coc, OUTRIGGER
TRUSSES & SHEATHING
@ 24"oc
TO TOP CHORD
PER PLAN
FASCIA PER
VARIES
ARCH.
FASCIA PER
FASCIA PER I --x X X \ X -
NAILING PER
ARCH.
ARCH.
_
SHEARWALL SCHEDULE
77
HEADER (where occurs)
�� per arch.
per arch.
---
NAILING PER
2'-6" Max.
SHEARWALL SCHEDULE
(2'-0 max.)
TRUSS BLOCKING PER
4'-0" min.
;;
per arch.
SHEARWALL PER PLAN
TRUSS MFGR., TRUSS BLKG.
�
;' \',
(2'-0"max.)
8d @ 6"oc
TO BE DESIGNED FOR
- -
167 PLF (ASD)
TRUSS & SHEATHING
2x BLKG.
2x BLKG. W/ (4) 16d
NAILING PER SHEARWALL
PER PLAN
BEARING WALL PER PLAN
(4) 1/4" 0 X 41/2" SDS EA.
SCHEDULE
�� A35 PER SHEARWALL
BEAM @ SIM.
BLOCK
SCHEDULE
_
H2.5 EA. TRUSS
SHEARWALL PER PLAN
HEADER/BEAM PER PLAN
SHEARWALL PER PLAN
HEADER/BEAM
2x10 BLK G. ALT. STUD BAYS �
TRUSS PER PLAN, TOP
/A\
5
5
PER PLAN
Q
W/ (3) 16d NAILS EA. END
CHORD BEARING
5
2x BLKG. W/ (4) 16d
Exterior BearingWall
2
Trusses Parallel to
Exterior Wall w/ Flat Outrigger U%3vj
99
�� BEAM PER PLAN 4
A
C
A35 PER SHEARWALL
PANEL EDGE NAILING OVER
SCHEDULE
ALL HOLDOWN STUDS/POST
VERTICAL GRAIN BLKG.
HOLDOWN BELOW PER PLAN
COLUMN PER PLAN
HOLDOWN PER PLAN
TO MATCH HOLDOWN
(where occurs) REFER
STUDS/POST
8d @ 3"oc PANEL EDGE
TO HD STRAP SCHEDULE
BEARING WALL
SHEARWALL PER PLAN
— 2x8 W/ (2) 1/4" 0 SDS
NAILING
FOR ADDL. INFO.
(4)8d INTO EACH BLOCK
PER PLAN
@ 12"oc, STAGGER
RIP TO COL. DEPTH
to
NAILING PER SHEARWALL
JOIST DIRECTION AND
JOISTS AND
SCHEDULE, TYP.
SHEATHING PER PLAN
SHEATHING
/
PER PLAN
PANEL EDGE NAILING
04 -
SINGLE SIDED SHEARWALL
8d @ 4"oc
13/4" LSL RIM JOIST OR
PER PLAN
BEAM PER PLAN
'
PANEL EDGE NAILING -----//
DOUBLE SIDED SHEARWALL
NAILING PER SHEARWALL
/
0 0
COLUMN PER PLAN
PER PLAN
SCHEDULE
/
2x STUD W/ (2) 1/4" 0 x 41/2"
/ — (2) 16d THRU EA.
PANEL EDGE NAILING
2x6 W 2 1 4"0 SDS
/ () /
SDS @ 10"oc STAGGER
LEAVE ONE END OF
/ �i JOIST OR BLOCK
@ 12"oc, STAGGER
STRAP UNAILED JUST /
— WHERE JOISTS ARE
ITS SERIES HANGER
SHEARWALL PER PLAN
PRIOR TO COVERING /
PARALLEL, PROVIDE
BEAM PER PLAN
TJI BLKG. @ 48"oc
SHEARWALL PER PLAN
o
BEAM/HDR. PER PLAN
(where occurs)
• REFER TO SHEARWALL SCHEDULE
FOR ADDITIONAL RIM & SILL
3"
PLATE SIZE REQUIREMENTS
Shearwall Offset
5
Shearwall
Corner Grid C 6
Exterior Floor Framing7
Interior Bearing Wall O
g
A35 PER SHEARWALL
SCHEDULE
SHEARWALL PER PLAN
—
8d @ 6"oc
16d @ Coc, OUTRIGGER
TO TOP CHORD
PANEL EDGE NAILING
2x8 OUTRIGGER
OVER ALL HOLDOWN
@ 24"oc
TRUSS & SHEATHING
STUDS/POST
PER PLAN
8d @ 6"oc
JOISTS ANDIf
(4)8d INTO EACH BLOCK
HANDRAIL PER ARCH.
SHEATHING
FASCIA PER
X X X X
� �---- <------ ------ ------ T-----� ----
HANDRAIL PER ARCH.
PER PLAN
ARCH.
BLKG.@ /
J
2x8 W / (2) / 4"� SDS
NAILING PER SHEARWALL
16d6"oc
per arch.
XI
SCHEDULE
2'-6" ma .
BEAM PER PLAN
0
NAILING PER SHEARWALL
2x BLKG. W/ (4) 16d BTWN.
BEAM PER PLAN
SCHEDULE
TRUSSES TOP & BOT.
HOLDOWN STRAP (where occurs)
4'-0" min.
BEAM PER PLAN
t J
PER PLAN. REFER TO HD STRAP
BEAM PER PLAN
z//
SCHEDULE FOR ADDL. INFO
THA HANGER EA. TRUSS
PROVIDE EQUAL NUMBER OF
JOISTS & SHEATHING
1/4" 0 x 6" SDS @ 16"oc
JOIST PER PLAN W/
SPECIFIED NAILS INTO STUDS
PER PLAN
ITS SERIES HANGER
7
KERFED END
ABOVE & BELOW BEAM
i
TJI BLKG. @ 24"oc
—
CJT4Z HANGER
SHEARWALL PER PLAN
HEADER/BEAM PER PLAN
WHERE JOISTS ARE
PERPENDICULAR,
PROVIDE IUS HANGER
@ BM.
Loft Framing9
Upturned Floor Beam
w/TJI's - Joist Perpendicular 10
� )
Typical Flush Beam
Truss
Perpendicular to Exterior Wall 12
p
p
Yp
p
RUCTLIRAL
NEEMNS
2124 Third Avenue - Suite loo - Seattle, WA 98121
p:2o6.443.6212 ssfengineers.com
934 Broadway - Tacoma, WA 98402
p:253•z84.9470 ssfengineers.com
Copyright 2022 Swenson Say Faget - All Rights Reserved
ru
DRAWN:
SRK
DESIGN:
RGC
CHECKED:
RGC
APPROVED:
RGC
REVISIONS:
Permit Revision Oct. 24, 2022
Permit Corrections,
2
Round 2 Feb. 13, 2023
Roof Revisions Sept. 22, 2023
JURISDICTIONAL APPROVAL STAMP:
1 1.11111111 119LO,
REVISION
Oct 30 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
PROJECT TITLE:
ANGLE RESIDENCE
15724 72nd Avenue W.
Edmonds, WA 98026
ARCHITECT:
Cast Architecture
115-C North 36th Street
Seattle, WA 98103
CASTa rc h i tect u re . co m
ph 206.256.9886
ISSUE:
Permit
S' TITLE:
Typical Wood
Framing Details
SCALE:
3/4" = V-0" U.N.O.
DATE:
March 29, 2022
PROJECT NO:
00640-2021-01
SHEET NO:
S4,01