REVIEWED BLD2022-0913+STRUCTURAL _Plan+7.11.2022_3.38.38_PM+2981966STRUCTURAL NOTES
CODE
ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS,
SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC) AS AMENDED BY THE LOCAL
JURISDICTION. SPECIFICATIONS AND STANDARDS WHERE REFERENCED ON THE DRAWINGS ARE TO BE
THE LATEST EDITION.
LATERAL DESIGN LOADS
EARTHQUAKE LOADS:
SITE CLASS
D - DEFAULT
SHORT PERIOD SPECTRAL RESPONSE (SDS)
1.023
ONE SECOND SPECTRAL RESPONSE (Spy)
0.520
OCCUPANCY CATEGORY
ll
SEISMIC IMPORTANCE FACTOR (10
1.00
SEISMIC DESIGN CATEGORY
D
BASIC SEISMIC FORCE -RESISTING -SYSTEM
WOOD S.W.
RESPONSE MODIFICATION FACTOR, (R)
6.5
SEISMIC RESPONSE COEFFICIENT (CS)
0.157
WIND LOADS
ULT. BASIC WIND SPEED (3 SECOND GUST) 100 MPH
EXPOSURE B
KZT 1.00
SPECIAL INSPECTION
SPECIAL INSPECTION SHALL BE PERFORMED PER CHAPTER 17 OF THE IBC ONLY WHERE REQUIRED BY
THE LOCAL JURISDICTION FOR THE FOLLOWING ITEMS:
• POST -INSTALLED ANCHOR BOLTS
REFER TO IBC SECTION 1705.10 AND 1705.11 FOR ADDITIONAL INSPECTION REQUIREMENTS FOR THE
STRUCTURAL COMPONENTS OF THE LATERAL FORCE RESISTING SYSTEM.
COORDINATE WITH THE CITY OF BELLEVUE BUILDING INSPECTOR FOR REQUIREMENTS OF SPECIAL
INSPECTION OF FIELD INSTALLED POST -INSTALLED CONCRETE EMBEDS PRIOR TO INSTALLATION.
ALL INSPECTIONS SHALL BE PERFORMED BYA QUALIFIED TESTING AGENCY DESIGNATED BY THE
OWNER. THE ARCHITECT, ENGINEER, AND BUILDING OFFICIAL SHALL BE FURNISHED WITH COPIES OF ALL
INSPECTION REPORTS. IF ANY INSPECTION FAILS TO MEET THE REQUIREMENTS OF THE CONTRACT
DOCUMENTS, IT SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE DESIGN TEAM.
STRUCTURAL OBSERVATION
STRUCTURAL OBSERVATION SHALL BE PERFORMED PER CHAPTER 17 OF THE IBC ONLY WHERE
REQUIRED BY THE LOCAL JURISDITION. STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE
RESPONSIBILITY FOR ANY SPECIAL INSPECTIONS REQUIRED. NOTIFY THE ENGINEER A MINIMUM OF ONE
WEEK PRIOR TO THE OBSERVATION.
WOOD FRAMING
ALL WOOD FRAMING SHALL BE PERFORMED IN ACCORDANCE WITH IBC CHAPTER 23, ANSI/AWC
"NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", AND AITC "TIMBER CONSTRUCTION
MANUAL ".
SAWN LUMBER SHALL BE IDENTIFIED BY THE GRADE MARK OF AN AGENCY APPROVED BYAN
ACCREDITATION BODY COMPLIANT WITH DOC PS 20. ALL GRADES SPECIFIED IN THE STRUCTURAL
DRAWINGS ARE MINIMUM STANDARDS AND SHALL BE AS FOLLOWS:
• STUDS, PLATES, AND BLOCKING HEM -FIR STUD GRADE
• JOISTS DOUG-FIR #2
• 4x OR SMALLER BEAMS AND HEADERS DOUG-FIR #2
• 6x OR LARGER BEAMS AND HEADERS DOUG-FIR #1
• POSTS AND TIMBERS DOUG-FIR #2
WOOD FRAMING SHALL BE KILN -DRIED TO A MAXIMUM MOISTURE CONTENT OF 19%. ALL WOOD IN
CONTACT WITH CONCRETE OR MASONRY, OR EXPOSED TO EARTH OR WEATHER SHALL BE PRESSURE
TREATED IN ACCORDANCE WITH AWPA STANDARD U1 AND M4 FOR THE SPECIES, PRODUCT,
PRESERVATIVE, AND END USE REQUIRED.
GLUED LAMINATED TIMBER SHALL BE MANUFACTURED AND IDENTIFIED IN CONFORMANCE WITH
ANSI/AITC A190.1 AND ASTM D3737. UNLESS OTHERWISE SPECIFIED, ALL GLUED LAMINATED TIMBERS
SHALL BE DOUGLAS FIR SPECIES. SINGLE SPAN BEAMS SHALL BE COMBINATION 24F-V4 AND MULTI -SPAN
BEAMS OR BEAMS THAT CANTILEVER SHALL BE COMBINATION 24F-V8. ALL EXPOSED GLULAMS SHALL
HAVE AN ADDITIONAL TENSION LAMINATION SUBSTITUTED FOR A CORE LAMINATION ON THE TENSION
SIDE OF UNBALANCED 24F-V4 BEAMS AND ON BOTH SIDES OF BALANCED 24F-V8 BEAMS.
STRUCTURAL WOOD PANEL SHEATHING USED ON WALLS, FLOORS, OR ROOFS SHALL CONFORM TO
THEIR SPECIFIC REQUIREMENTS IN DOC PS 1, DOC PS 2, OR ANSI/APA PRP 210. PLYWOOD SHALL BE
GRADE C-D WITH EXTERIOR GLUE. REFER TO IBC SECTIONS 2303.1.4, 2304.6, AND 2304.7 FOR ADDITIONAL
COMPLIANCE REQUIREMENTS.
PRE -MANUFACTURED JOISTS, BEAMS, AND TRUSSES
PRE -MANUFACTURED JOISTS, BEAMS, AND TRUSSES SHALL BE SIZED, SPACED, AND DETAILED TO
MATCH THE LOADING AND DIMENSIONAL REQUIREMENTS INDICATED ON THE STRUCTURAL DRAWINGS.
TRUSSES SHALL COMPLY WITH IBC 2303.4, I -JOISTS SHALL COMPLY WITH IBC 2303.1.2, AND COMPOSITE
BEAMS SHALL COMPLY WITH 2303.1.9. THE MANUFACTURER'S DESIGNER IS RESPONSIBLE FOR CODE
COMPLIANCE AND SHALL PROVIDE SHOP DRAWING AND CALCULATION SUBMITTALS AS SPECIFIED.
ENGINEER AND BUILDING OFFICIAL APPROVAL IS REQUIRED PRIOR TO FABRICATION OF
PRE -MANUFACTURED COMPONENTS.
REFER TO THE DESIGN LOADS FOR BASIC STRUCTURAL LOADING REQUIREMENTS. REFER TO THE
ARCHITECTURAL, ELECTRICAL, AND MECHANICAL DRAWINGS FOR ADDITIONAL LOADING AND OPENING
REQUIREMENTS NOT SPECIFICALLY NOTED ON THE STRUCTURAL DRAWINGS. DEFLECTIONS SHALL NOT
EXCEED L/480 FOR LIVE LOADS OR L/360 FOR TOTAL LOADS UNLESS APPROVED IN WRITING BY THE
ENGINEER. ALL TRUSSES WITH A DEPTH EQUAL TO OR GREATER THAN 24" SHALL BE DESIGNED FOR A
BOTTOM CHORD LIVE LOAD OF 10PSF, NOT APPLIED CONCURRENT WITH THE TOP CHORD LIVE LOAD.
PROVIDE TEMPORARY BRACING UNTIL SHEATHING AND PERMANENT BRACING IS INSTALLED IN
ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. THE MANUFACTURER SHALL PROVIDE ALL
SPECIALTY ITEMS REQUIRED FOR A COMPLETE INSTALLATION OF THE SYSTEM (INCLUDING BUT NOT
LIMITED TO FULL DEPTH BRIDGING, BLOCKING, WEB STIFFENERS, AND PRODUCT SPECIFIC
CONNECTORS.
.................................................
The following documentation shall be available on
.......................................
E REVIEWEDBY■
site for the building inspector:
CITY EDMONDS
G DEPARTMENT
BUILDING DEPARTMENT;
...............................................
x� COE APPROVED ARCHITECTURAL PLAN SET
ALL WORK SUBJECT
COE APPROVED STRUCTURAL PLAN SET
TO FIELD
INSPECTION FOR
COE REVIEWED CALCULATION PACKET
CODE COMPLIANCE
ENERGY CREDIT WORKSHEET
SITE PLAN
REVIEWED
❑
CIVIL PLAN
i
BY
■
•
�:
CITY OF EDMONDS
❑
_BUILDING
DEPARTMENT
- ❑
...,.,.,.,.,.,.,...............................
■ CITY OF EDMONDS BUILDING DEPARTMENT 2021
1
NAILS, SCREWS, BOLTS, AND CONNECTORS
REFER TO THE PLANS, NOTES, SCHEDULES, AND DETAILS FOR ALL NAILING REQUIREMENTS. NAILING
NOT SPECIFIED SHALL BE PER IBC TABLE 2304.10.1. ALL NAILS SHALL CONFORM TO THE STANDARD
DIMENSIONS OF COMMON NAILS AS DEFINED BY THE NDS AND SHALL MEET THE FOLLOWING MINIMUM
GUIDELINES:
• 8d = 0. 131 "0 x 2 112"
• 10d = 0.148"0 X 3"
• 16d = 0.162"0 x 3 1/2"
10d BOX NAILS (0.12870 x 3') MAY BE SUBSTITUTED FOR 8d COMMON NAILS WITH NO CHANGE IN NAIL
SPACING. FRAMING MEMBERS MAY BE NAILED WITH 16d SINKERS (0.148"0 x 3 1/4'), BUT ONLY 16d
COMMON NAILS SHALL BE USED WHERE 16d NAILS ARE INDICATED IN THE DRAWINGS. OTHER NAILS MAY
BE SUBSTITUTED ONLY WITH THE ENGINEER'S APPROVAL PRIOR TO START OF CONSTRUCTION.
ALL LAG SCREWS AND BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE STANDARD
CUT WASHERS UNDER THE HEADS AND NUTS OF ALL LAG SCREWS AND BOLTS BEARING ON WOOD.
LEAD HOLES FOR BOLTS SHALL BE PROVIDED AND SHALL BE A MINIMUM OF 1/32" AND A MAXIMUM OF
1/16" LARGER THAN THE BOLT DIAMETER. LEAD HOLES FOR LAG SCREW SHANKAND THREADS SHALL BE
PER NDS 12.1.4.2.
ALL WOOD CONNECTORS SHALL BE SIMPSON STRONG -TIE OR ENGINEER APPROVED EQUIVALENT.
CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS
USING THEIR SPECIFIED NUMBER AND SIZE OF FASTENERS. IF STRAPS CONNECT TWO MEMBERS, PLACE
1/2 OF THE NAILS, SCREWS, OR BOLTS INTO EACH MEMBER.
ALL NAILS, SCREWS, BOLTS, AND METAL CONNECTORS IN CONTACT WITH PRESSURE TREATED OR FIRE
RETARDANT TREATED WOOD SHALL BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM A153.
WOOD FRAMING GENERAL NOTES
SILL PLATES BEARING ON CONCRETE FOUNDATIONS SHALL BE PRESSURE TREATED AND SHALL ATTACH
TO THE CONCRETE WITH 1/2"0 ANCHOR BOLTS EMBEDDED 7" MINIMUM. PLACE ANCHORS AT 4'-0" OC
MAXIMUM FOR SHEAR WALLS AND AT 6'-0" OC FORBEARING AND PARTITION WALLS. USE A MINIMUM OF
(2) ANCHOR BOLTS PER SILL PLATE AND PLACE ONE WITHIN 12" OF EACH END OF EACH PIECE. REFER TO
THE SHEAR WALL SCHEDULE FOR MORE STRINGENT ANCHORAGE SIZE AND SPACING REQUIREMENTS.
CONTRACTOR SHALL INSTALL 3 GAUGE PLATE WASHERS BENEATH EACH NUT AT EACH ANCHOR BOLT IN
A SHEAR WALL THAT EXTEND TO WITHIN 1/2" OF SHEATHED EDGE.
ALL SHEAR AND/OR BEARING WALLS SHALL BE FRAMED WITH 2x STUDS cr 16" OC. REFER TO PLAN
NOTES FOR TYPICAL HEADER SIZES NOT SPECIFICALLY CALLED OUT. ALL HEADERS SHALL BE
SUPPORTED BYA MINIMUM OF (1) CRIPPLE AND (1) FULL HEIGHT STUD. COLUMNS BELOW FLUSH FRAMED
MULTIPLE JOIST BEAMS SHALL BE EQUAL IN WIDTH TO THE BEAM. ALL COLUMNS NOT CALLED OUT SHALL
BE (2) STUDS. BEAMS SHALL HAVE FULL BEARING ON COLUMNS AND POSITIVE CONNECTION SHALL BE
PROVIDED.
PROVIDE SOLID BLOCKING BETWEEN JOISTS AND RAFTERS AT ALL SUPPORTS, AT 8'-0" OC MAXIMUM
SPACING BETWEEN SUPPORTS, AND BENEATH PARTITIONS PERPENDICULAR TO THE DIRECTION OF
FRAMING. INSTALL DOUBLE JOISTS UNDER PARTITIONS EXTENDING ONE HALF OR MORE OF THE JOIST
SPAN.
MINIMUM NAILING REQUIREMENTS SHALL BE PER IBC TABLE 2304.10.1. THE USE OF NAIL GUNS IS
APPROVED IF NAILING INTO THE DIAPHRAGMS IS FLUSH WITH FACE OF SHEATHING. NAIL PENETRATIONS
GREATER THAN 1/16" ARE NOT ACCEPTABLE.
NOTCHES AND HOLES IN WALL STUDS ARE ALLOWED WITHIN THE PARAMETERS OF IBC SECTIONS
2308.5.9 AND 2308.5.10. NOTCHES AND HOLES IN JOISTS AND RAFTERS ARE ALLOWED WITHIN THE
PARAMETERS OF IBC SECTIONS 2308.4.2 AND 2308.7.4.
VERTICAL SHRINKAGE WILL OCCUR AND ACCUMULATE AT EACH LEVEL FROM THE WOOD DRYING OVER
TIME. THIS IS ESTIMATED TO BE APPROXIMATELY 0.15" PER FLOOR AND ASSUMES THE WOOD HAS AN
INITIAL MOISTURE CONTENT OF 19% OR LESS. ADDITIONAL SHRINKAGE WILL OCCUR IF THE MOISTURE
CONTENT IS HIGHER. THE CONTRACTOR SHALL ALLOW FOR THIS MOVEMENT IN THEIR INSTALLATION OF
ALL VERTICAL ASSEMBLIES INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, MECHANICAL, AND
ARCHITECTURAL SYSTEMS.
GENERAL NOTES
STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE ARCHITECTURAL, CIVIL,
ELECTRICAL, AND MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION. REFER TO THE
ARCHITECTURAL DRAWINGS FOR ELEVATIONS, SLOPES, NON -BEARING WALLS, STAIRS, CURBS, DRAINS,
RAILINGS, WATERPROOFING, FINISHES, ETC. REFER TO THE ARCHITECTURAL, CIVIL, ELECTRICAL, AND
MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF PIPES, VENTS, DUCTS, AND OTHER OPENINGS NOT
SPECIFICALLY INDICATED ON THE STRUCTURAL DRAWINGS.
CONTRACTOR SHALL VERIFYALL DIMENSIONS AND FIELD CONDITIONS FOR COMPATIBILITY WITH THE
PLANS, SPECIFICATIONS, AND REFERENCED STANDARDS BEFORE PROCEEDING WITH ANY WORK. THE
MOST STRINGENT REQUIREMENT SHALL GOVERN ANY CONFLICT UNLESS APPROVED IN WRITING
OTHERWISE. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN TEAM
BEFORE PROCEEDING.
CONTRACTOR SHALL BE RESPONSIBLE FOR STRENGTH AND STABILITY OF ANY PARTLY COMPLETED
STRUCTURE. CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY AND SHALL PROVIDE
TEMPORARY SHORING AND SUPPORT AS REQUIRED UNTIL THE STRUCTURE HAS BEEN COMPLETED.
CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE DESIGN TEAM FOR
APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES ON SHOP DRAWINGS DO NOT SATISFY
THIS REQUIREMENT. REVIEW OF ALTERNATE SYSTEMS MAYBE AN ADDITIONAL SERVICE BY THE
ENGINEER.
DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT
SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF
CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE DESIGN TEAM.
STUD FRAMING PER PLAN OR
NOTES. SHEATHING & NAILING,
PER SW SCHEDULE
PANEL EDGE NAILING PER SW
SCHED TYP Ca BOT & SILL PL
EXIST SILL PL W/ANCHOR
BOLT SIZE AND SPACING PER
STRUCTURAL NOTES, PLANS,
OR SW SCHED
FINISHED GRADE SLOPED
AWAY FROM BLDG PER ARCH
TE NAILING PER
ED
PTH BLKG AT ALL
IS & HOLDOWN
JOISTS
\1 A35 Ca 4'-0" OC
FEM WALL &
a PER PLAN
BEARING FOUNDATION DETAIL
SCALE: 1 " = 1 '-0"
FjA
r�
a
HOLDOWN CHORD &
NAILING PER SCHED
FULL DEPTH BLKG AT ALL
COLUMNS & HOLDOWN
CHORDS
EXIST 2x JOISTS
GENTLY BEND STRAP TO
LAP INSIDE OF STEM WALL
ANCHORAGE PER
HOLDOWN SCHED
EXIST STEM WALL &
FOOTING PER PLAN
HOEDOWN DETAIL
SHEAR WALL SCHEDULE
MIN FRAMING
NAILING
RIM JOIST
SILL PLATE
SILL PLATE
FOUNDATION
SHEAR
TYPE
APA-RATED
AT ADJOINING
AT PANEL
OR BLOCK
NAILING TO
ANCHOR BOLT TO
SILL PLATE
CAPACITY
SHEATHING
PANEL EDGES
EDGES
CONN TO
RIM/BLKG
SLAB OR
SIZE
(PLF)
TOP PLATE
BELOW
FOUNDATION
SW6
15/32"
2x STUD
0.131 "O x 2 1/2"
LTP4 OR A35
0.131 "O x 3 1/4"
1/2"O AB Cad 3'-10" OC OR
2x
242
ONE SIDE
AND BLKG
Ca 6" OC
Ca 26" OC
Cad 6.5" OC
URFP-SDS Cad 6'-4" OC
SW4
15/32"
2x STUD
0.131 "O x 2 1/2"
LTP4 OR A35
0.131 "O x 3 1/4"
1/2"0 AB 0 2'-8" OC OR
2x
353
ONE SIDE
AND BLKG
Cad 4" OC
Cad 18" OC
Cad 4.5" OC
URFP-SDS Cad 4'-3" OC
NOTES.-
1. REFER TO THE SHEAR WALL DETAIL IN THE TYPICAL WOOD FRAMING DETAILS.
2. THE VALUES IN THIS TABLE ARE BASED ON HF GRADE STUDS AND HF GRADE PLATES & RIM/BLOCKING.
3. NAILS AT ADJOINING PANEL EDGES SHALL BE STAGGERED EACH SIDE OF THE COMMON JOINT.
4. INTERMEDIATE FRAMING TO BE WITH 2x MINIMUM MEMBERS. FIELD NAILING 12" OC MAXIMUM.
5. AT ALL SILL PLATE ANCHOR BOLTS IN 2x6 WALLS, INSTALL 3 GA x 3" x 4 1/2" PLATE WASHERS WITH THE EDGE OF PLATE WASHER WITHIN 1/2" OF SHEATHED EDGE.
FOR 2x4 STUD WALLS, INSTALL 3 GA. x 3" x 3" PLATE WASHERS.
6. PROVIDE A MINIMUM OF 7" EMBEDMENT FOR AB INTO FOUNDATION OR STEM WALL. PROVIDE 6" MIN. EMBED W/ SIMPSON SET-XP EPDXY IF POST INSTALLED UNO.
7. 7/16" SHEATHING MAY BE USED IN PLACE OF 15/32" SHEATHING PROVIDED ALL STUDS ARE SPACED 16" OC OR PANELS ARE APPLIED WITH LONG DIMENSION
ACROSS STUDS.
HOLDOWN & FASTENERS
PER PLAN & SCHED
FILL JOIST SPACE WITH
BLKG TO MATCH TOTAL
WIDTH OF STUD
COLUMN ABOVE
FLOOR FRAMING PER
PLAN
ADDITIONAL TRIMMER
STUD WHERE READ AT
FACE OF OPENING
FULL HEIGHT CHORD
PER HOLDOWN SCHED.
SISTER TOGETHER PER
TYP BUILT-UP STUD
DETAIL
CONT 2x
RIM
BOARD
10 4" OC EA BLOCK
10d END NAILS EA END
4 BLOCK
G Ca 4' 0" TO
I DEPTH & GRADE
ST FRAMING
_JN A35 EACH
BLOCK
NOTE:
REFER TO BEARING
FOUNDATION AT CRAWLSPACE
DETAIL FOR INFORMATION NOT
SPECIFICALLY CALLED OUT.
NON -BEARING FOUNDATION DETAIL
SCALE: 1 " = 1 '-0"
SHEAR WALL W/
SHEATHING NOT
HOLDOWN, FASTENERS, & SHOWN FOR CLARITY.
CHORD PER PLAN & SCHED.
CENTER HOLDOWN SO AN
EQUAL NUMBER OF NAILS
ARE DRIVEN INTO STUDS &
BEAM.
•I•
FILL JOIST SPACE WITH BLKG • I
TO MATCH TOTAL WIDTH OF •40•
STUD COLUMN ABOVE
FLOOR LEVEL HOEDOWN DETAILS
SCALE: 1 "= Y-0"
0
HEADER PER PLAN
HOLDOWN AT BEAM END CENTERED Cad
BOT OF BEAM. IF STRAP IS TOO LONG TO
• BE CENTERED, PLACE TOP OF STRAP AT
I'
TOP OF BEAM.
JACK STUDS EQUAL TO HOLDOWN
CHORD ABOVE, (2) STUDS MIN. REFER
TO TYPICAL BUILT UP STUD COLUMN
DETAIL FOR FASTENING
REQUIREMENTS BETWEEN JACK & FULL
HEIGHT STUDS
HOEDOWN SCHEDULE
MIN
ANCHOR
CAPACITY
MARK
TYPE
CHORD
STUD NAILS OR BOLTS
BOLT (SEE
(LB)
SIZE
NOTE 2)
1
MST37
(2) 2x
(11) 16d EA END
-
2,345
2
DTT2Z-SDS
(2)2x
(8) 1/4"x21/2"SDS
1/2"0
1,841
(16) 16d ONE END W/ (3) 1/2" O x
3
MST48
(2) 2x
3.5" TITEN HD ANCHORS INTO
-
3,745
STEM (NOTE 5)
(19) 16d ONE END W/ (4) 1/2" O x
4
MST60
(2) 2x
3.5" TITEN HD ANCHORS INTO
4,830
STEM (NOTE 5)
NOTES:
1. REFER TO THE LATEST SIMPSON STRONG -TIE CATALOG FOR ADDITIONAL INSTALLATION REQUIREMENTS.
2. ANCHOR BOLTS SHALL EXTEND INTO FOOTING OR FOUNDATION WALL PER DETAIL 6/S3.1. USE PABX-12
ANCHORS AT INTERIOR FOOTINGS AND PABX-24 ANCHORS EXTENDING THRU THE STEM AT EXTERIOR
FOOTINGS. INCREASE FOOTING DEPTHS AS REQUIRED FOR ANCHORAGE.
3. AT ALL HOLDOWN CHORDS, PROVIDE PANEL EDGE NAILING PER SHEAR WALL SCHED.
4. POST INSTALLED HOLDOWN ANCHOR BOLTS SHALL EXTEND A MINIMUM OF 12" INTO FOOTING OR
FOUNDATION WALL WITH SIMPSON SET-XP EPDXY OR APPROVED EQUIVALENT.
5. FOUNDATION LEVEL MST48 AND MST60 STRAPS SHALL OVERLAP SIDE OF STEM WALL. FIRST ANCHOR
SHALL BE 6" MIN DOWN FROM TOP OF STEM WALL.
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07/08/22
REV.
DATE
DESCRIPTION
0
07108122
PERMIT SUBMITTAL
PROJECT NO.:
22061.01
DESIGNED BY
JMD
DRAWN BY.-
JMD
CHECKED BY:
CAB
SHEET TITLE:
STRUCTURAL
NOTES & DETAILS
SHEET NO.:
S1.1
RECEIVED
Jul 12 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT