APPROVED BLD Structural Plans-6.9.2022_9.57.16_AM+2922220STRUCTURAL NOTES
CODE
ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS,
SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC) AS AMENDED BY THE JURISDICTION
SPECIFICATIONS AND STANDARDS WHERE REFERENCED ARE TO BE THE LATEST EDITION.
DESIGN LOADS
LIVE LOADS:
RESIDENTIAL 40 PSF
SNOW 25 PSF
SPECIAL INSPECTION
SPECIAL INSPECTION AND STRUCTURAL OBSERVATION SHALL BE PERFORMED PER CHAPTER 17 OF THE
IBC ONLY WHERE REQUIRED BY THE LOCAL JURISDICTION.
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.
FOUNDATIONS:
THE FOLLOWING SOIL DESIGN PARAMETERS HAVE BEEN ASSUMED. IF EXCAVATION SHOWS THAT SOIL
CONDITIONS DO NOT MATCH THE LISTED DESIGN VALUES, A GEOTECHNICAL ENGINEER SHALL BE
RETAINED TO EVALUATE THE SOIL CONDITIONS. NOTIFY THE ENGINEER FOR POSSIBLE FOUNDATION
REDESIGN.
• 1,500 PSF (ALLOWABLE BEARING PRESSURE)
FOOTINGS SHALL BEAR ON FIRM UNDISTURBED EARTH OR COMPACTED STRUCTURAL FILL FOOTING
ELEVATIONS SHOWN IN THE DRAWINGS REPRESENT MINIMUM DEPTHS AND ARE FOR BIDDING ONLY.
FINAL FOUNDATION ELEVATIONS ARE SUBJECT TO SITE CONDITIONS AND SHALL BE ESTABLISHED BY
THE CONTRACTOR. FOOTINGS SHALL BE CENTERED BENEATH THE STRUCTURE ABOVE, UNLESS
DIMENSIONED OTHERWISE.
WOOD FRAMING
ALL WOOD FRAMING SHALL BE PERFORMED IN ACCORDANCE WITH IBC CHAPTER 23, ANSI/A WC
"NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", AND AITC "TIMBER CONSTRUCTION
MANUAL".
SAWN LUMBER SHALL BE IDENTIFIED BY THE GRADE MARK OF AN AGENCYAPPROVED 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 DOUG-FIR STUD GRADE
• JOISTS DOUG-FIR #2
• 4x OR SMALLER BEAMS AND HEADERS DOUG-FIR #2
• 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.
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 2304.9.1. 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 (0.128"0 x 3') MAYBE 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 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
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.
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.
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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 VERIFY ALL 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 MAY BE 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.
II
II
III
II
II
NO WORK PERFORMED
IN THIS AREA.
II
II
II
KITCHEN
II
II
II
II
II
II
II
II
REMOVE CEILING JOISTS TO
VAULT CEILING TO MATCH
REMAINDER OF HOUSE
II
DASHED WALLS TO
BE REMOVED
II
II
6x6 DF#2 POST WITH CC
OR CCQ POST CAP.
PROVIDE A35 OR RPBZ
II
ON (2) SIDES AT BASE
II
-----------------------------------
- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — : —
II
II
II
4x6 DF#2 POST WITH ECC 5 1/2 x 12 DF GLULAM
OR ECCQ POST CAP. (DROPPED)
PROVIDE A35 OR RPBZ
ON (2) SIDES AT BASE
NO WORK PERFORMED
IN THIS AREA.
LIVING ROOM
EXISTING VAULTED 2x
ROOF JOISTS, TYP
DINING ROOM
EXISTING 6x12 DF#2
(DROPPED)
EXISTING STUD
SUPPORT
The following documentation shall be available on
site for the building inspector:
1
■ 0 COE APPROVED ARCHITECTURAL PLAN SET '
COE APPROVED STRUCTURAL PLAN SET
❑ COE REVIEWED CALCULATION PACKET
! ❑ ENERGY CREDIT WORKSHEET
■ ❑ SITE PLAN
; CIVIL PLAN
■ ❑ 1
■ � 1
■ CITY OF EDMONDS BUILDING DEPARTMENT 2021
VFY/PROVIDE BLKG
BTWN EXIST JOISTS
EXIST JOISTS &
SHEATHING
(3) 1Od TOENAIL EA
JOIST TO BEAM
BEAM PER PLAN
SECTION
SCALE: NTS
COLUMN PER PLAN
FILL JOIST SPACE W/
BLKG EQUAL TO
WIDTH OF COL ABOVE
EXISTING BEAM LINE
4x6 DF COLUMN W/
AC6 CAP
DBL BEVELED PLATE
MATCHING ROOF
SLOPE
SIMPSON ABU SERIES
POST BASE W/ 1/2" 0 ROD
EPDXIED 4" MIN INTO FTG
OR TITEN HD ANCHOR
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SIZE AND REINF U
PER PLAN AND SCHED
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RECEIVED
Jun 09 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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40785
sIONAL
05/ 03/ 22
REV.
DATE
05103122
DESCRIPTION
PERMIT SUBMITTAL
0
PROJECT NO.:
22033.01
DESIGNED BY:
CAB
DRAWN BY:
CAB
CHECKED BY:
CAB
SHEET TITLE:
NOTES,
FRAMING
IL PLANS, & DETAILS
�,1 FOUNDATION / MAIN FLOOR FRAMING PLAN /
SCALE: 3/16" = V-0"
ROOF FRAMING PLAN
SCALE: 3/16" = V-0"
CRAWL SPACE FOOTING
SCALE: 1 " = 1 '-O"
BLD2022-0724
SHEET NO.:
S-1