APPROVED BLD2022-1172+Architectural_Plan+9.1.2022_2.04.12_PM+3086606CODE: INTERNATIONAL BUILDING CODE (IBC) 2018
DIMENSIONAL LUMBER, ANCHOR BOLT AND NAILING SPECIFICATIONS
PREPARED FOR
SHARON STOCKER
LOADINGS
FLOOR LIVE LOAD ..................................................... 40 PSF
DECK LIVE LOAD ..................................................... 60 PSF
ROOF SNOW LOAD ..................................................... 25 PSF
WIND CRITERIA
BUILDING CLASSIFICATION ............................... 11
ULTIMATE WIND SPEED ...................................... 98 MPH
WIND EXPOSURE ........................................... B
TOPOGRAPHIC FACTOR, Kzt................. 1.0
SEISMIC CRITERIA
SEISMIC RISK CATEGORY ............................... II
SPECTRAL RESPONSE COEFFICIENT, Ss .... 1.30
SPECTRAL RESPONSE COEFFICIENT, S1 .... 0.50
SEISMIC SITE CLASS ................................. D
SEISMIC DESIGN CATEGORY ............................... D
STRUCTURAL DESCRIPTIONS
REPLACEMENT OF EXISTING LOAD -BEARING WALL WITH NEW BEAM
GENERAL CONDITIONS
1. THE CONTRACTOR SHALL EXAMINE THE STRUCTURAL DRAWINGS AND SHALL NOTIFY THE
STRUCTURAL ENGINEER IN WRITING OF ANY DISCREPANCIES HE MAY FIND BEFORE PROCEEDING
WITH THE WORK. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE
CONDITIONS BEFORE STARTING WORK.
2. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING
DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL
ENGINEER BEFORE PROCEEDING WITH ANY WORK SO INVOLVED.
3. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND
TYPICAL DETAILS. WHERE THE NOTES, DRAWINGS, AND/OR SPECIFICATIONS DIFFER, THE MORE
STRINGENT REQUIREMENT SHALL APPLY.
4. IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE WORK, THE CONSTRUCTION
SHALL BE THE SAME AS FOR SIMILAR WORK.
5. WORKING DIMENSIONS SHALL NOT BE SCALED FROM PLANS, SECTIONS, OR DETAILS ON
THESE DRAWINGS.
6. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE STRUCTURAL
ENGINEER OF ANY CONDITION THAT, IN HIS OPINION, MIGHT ENDANGER THE STABILITY OF THE
STRUCTURE OR CAUSE DISTRESS TO THE STRUCTURE.
7. THE CONTRACTOR SHALL SUPERVISE AND DIRECT HIS WORK AND HE SHALL BE SOLELY
RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND
PROCEDURES. PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS
DURING CONSTRUCTION. NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION.
8. REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION NOT COVERED BY THESE
GENERAL NOTES OR THE STRUCTURAL DRAWINGS.
9. ALL CONSTRUCTION SHALL BE DONE WITH MATERIALS, METHODS, AND WORKMANSHIP
ACCEPTED AS GOOD PRACTICE BY THE CONSTRUCTION INDUSTRY AND IN CONFORMANCE WITH
THE PROVISIONS OF PREVAILING CODE EDITION OF THE "INTERNATIONAL BUILDING CODE" (IBC)
AND STANDARDS REFERENCED THEREIN.
10. PIPES, DUCTS, SLEEVES, OPENINGS, POCKETS, CHASES, BLOCK -OUTS, ETC., SHALL NOT
BE PLACED IN SLABS, FOUNDATIONS, ETC., NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR
SUCH ITEMS, UNLESS SPECIFICALLY DETAILED ON THESE STRUCTURAL DRAWINGS.
11. ALTERNATE ASSEMBLIES AND MATERIALS WILL BE CONSIDERED FOR REVIEW. ENGINEER
MAY REQUEST PAYMENT FOR REVIEW.
FOUNDATION
1. STRUCTURAL DESIGN COMPLIES WITH SOILS REPORT PRODUCED BY:
N.A.
FOOTING BEARING PRESSURE: 1500 PSF (ASSUMED)
2
LATERAL EARTH PRESSURE ON RETAINING WALLS N.A.
SUBGRADE PREPARATION, DRAINAGE PROVISIONS, AND OTHER RELEVANT SOIL
CONSIDERATIONS ARE TO BE IN ACCORDANCE WITH SAID SOILS REPORT.
STRUCTURAL AND MISCELLANEOUS STEEL
1. MEET REQUIREMENTS OF PS 20-70 AND NATIONAL GRADING RULES FOR SOFTWOOD
DIMENSIONAL LUMBER. BEAR STAMP OF WWPA.
2. MINIMUM DIMENSIONAL LUMBER GRADES TO BE:
WALL STUDS, 2X, 3 X........
WALL PLATES, 2X, 3X........
JOISTS, 2 X 6: .............
JOISTS, 2 X 8 AND UP.......
BEAMS, HEADERS, 6X ........
BEAMS, HEADERS, 4X.........
POSTS, 4X, 6X..............
LUMBER NOT NOTED HERE
HF STUD GRADE
HF STANDARD GRADE U.N.O
HF #2
DF #2
DF #2
DF #2, WWPA GRADING
DF #2 U.N.O
DF #2 U.N.O
3. PROVIDE STANDARD CUT WASHERS FOR BOLT HEADS AND NUTS BEARING AGAINST
WOOD.
4. ALL SILLS OR PLATES RESTING ON CONCRETE OR MASONRY THAT IS IN CONTACT WITH
OR RESTING ON FOUNDATIONS SHALL BE PRESSURE -TREATED DOUGLAS FIR/ HEMFIR IN
ACCORDANCE TO WITH AWPA U1 (PLANT/SHOP TREATMENT) AND M4 (FIELD TREATMENT)
STANDARDS. ALL BEARING WALL PLATES SHALL HAVE 5/8" 0 x10" J-BOLTS PLACED AT
MAXIMUM OF 9" FROM THE END OF A PLATE AND SPACED AT INTERVALS SHOWN ON THE
SHEARWALL SCHEDULE (MAXIMUM 4'-0" OC SPACING). PROVIDE BP PLATE WASHER AT ALL
FOUNDATION SILL PLATE ANCHOR BOLTS. PROVIDE TWO ANCHOR BOLTS MINIMUM PER
SECTION OF SILL. FOR NON-SHEARWALL, PLACE ANCHORS AT 48".
5. BOLTS IN WOOD SHALL NOT BE LESS THAN 7 DIAMETERS FROM THE END AND 4
DIAMETERS FROM THE EDGE OF THE MEMBER.
6. NAILS: COMMON WIRE NAILS. NAILING IN ACCORDANCE WITH IBC TABLE 2304.9.1.
7. PRESSURE TREATED WOOD: ALL NAILS INTO PT WOOD SHALL BE HOT DIPPED
GALVANIZED PER ASTM A153 OR STAINLESS STEEL. ALL METAL CONNECTORS IN CONTACT
WITH PT WOOD SHALL BE HOT DIPPED GALVANIZED AND MEET ASTM A653 CLASS G185 (1.85
OZ OF ZINC PER SO FT MINIMUM) OR TYPE 304 / 316 STAINLESS STEEL SIMPSON Z-MAX
CONNECTORS MEET THIS REQUIREMENT. FASTENERS AND CONNECTORS USED TOGETHER
SHALL BE OF THE SAME TYPE (E.G. HOT DIPPED NAILS WITH HOT DIPPED HANGERS)
8. ALL LUMBER WITH A LEAST DIMENSION OF 2" (NOMINAL) SHALL BE STAMPED "SURFACE -
DRY" AND SHALL HAVE A MOISTURE CONTENT WHEN SURFACED AND WHEN INSTALLED OF
NO MORE THAN 19 PERCENT. LUMBER WITH A LEAST DIMENSION OF 4" (NOMINAL) OR
GREATER SHALL BE STAMPED "SURFACE -GREEN" AND AIR-DRIED TO A MOISTURE CONTENT
OF NOT MORE THAN 19 PERCENT PRIOR TO ITS USE IN FRAMING THE STRUCTURE.
9. NOTCHING AND BORING OF BEAMS AND JOISTS IS NOT ALLOWED WITHOUT PRIOR
APPROVAL OF THE STRUCTURAL ENGINEER OF RECORD.
CONCRETE AND REINFORCING
1. CONCRETE SHALL CONFORM TO THE INDICATED REFERENCE CODES AND STANDARDS
EXCEPT AS MODIFIED BELOW:
ACI-301 - "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE"
ACI-318 - "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE"
ACI-305R - "HOT WEATHER CONCRETING"
ACI-306R - "COLD WEATHER CONCRETING"
ACI-304 - "GUIDE FOR MEASURING, MIXING, TRANSPORTING AND PLACING CONCRETE"
2. CONCRETE MIX SPECIFICATIONS
LOCATION COMP. SRENGTH W/C RATIO AIR CONTENT REMARK
City
Of Edmonds
Building
Department
Work
KITCHEN REMODEL
Address
110 5TH AVE S #401
Owner
--
STOCKER
----------------------------------
------------------------------------
Approved Date
9/15/2022
Building Official
W. X CfALcLm
Permit Number
BLD2022-1172
------------------------
ALL WORK SUBJECT APPROVED OBTAIN ELECTRICAL
TO FIELD PERMIT FROM
INSPECTION FOR PLANS MUST BE
CODE COMPLIANCE ON JOB SITE STATE LABOR &
INDUSTRIES
I �
This permit does not include Plumbing work to
ibe done. Should Plumbing work be part of this
remodel. Please obtain a Plumbing permit from
ithe City of Edmonds.
■IN NONE 0 NONE 0 NONE 0 NONE 0 NONE 0 NONE 0 NONE 0 NONE 0 NONE 0 NONE 0 ON;
I
FOOTING 3000 PSI (MIN. OF 5.5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE)
SLAB ON GRADE 3000 PSI (MIN. OF 5.5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE)
FOUNDATION WALL 3000 PSI (MIN. OF 5.5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE)
TOPPING N.A.
a. TOTAL AIR CONTENT IS SPECIFIED IN THE TABLE ABOVE. AIR CONTENT TOLERANCE SHALL BE
± 1% AND SHALL BE MEASURED AT THE POINT OF PLACEMENT. (AFTER PUMPING
IF APPLICABLE). ALL CONCRETE EXPOSED TO THE WEATHER SHALL HAVE AN APPROVED
ADMIXTURE TO ENTRAIN AIR - 5% TOTAL AIR REQUIRED. CONCRETE THAT CAN BE SUBJECTED
TO FREEZING AND THAWING DURING CONSTRUCTION SHALL BE AIR ENTRAINED.
3. PROVIDE GRADE 60 KSI (A615) FOR CONCRETE STEEL REINFORCING
STEEL MEMBERS, HARDWARE, FASTENERS SHALL BE HOT DIPPED GALVANIZED OR EPDXY PAINTED PER ARCHITECT
REQUIREMENTS. ALL CUT, REPAIRED AND EXPOSED SURFACE SHALL BE PAINTED WITH (2) COAT OF 95% ZINC RICH
PAINT PER ASTM A780. COLOR TO MATCH EXISTING.
STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS:
TUBE COLUMNS: ASTM A500, GRADE B (Fy = 46 KSI)
WIDE FLANGE COLUMNS / BEAMS: ASTM 572 GR50
STEEL PIPE: SCHEDULE 40, CONFORMING TO ASTM A53, TYPE E OR S, GRADE B (Fy = 35 KSI.)
ALL OTHER STEEL: ASTM A36 (Fy = 36 KSI) OR ASTM A992
BOLTS: ASTM A307 (WOOD/STEEL CONN)
BOLTS: ASTM A325/A490 WITH LOCK WASHERS (STEEL/STEEL AND STEEL/GONG CONN)
ANCHOR BOLTS: ASTM A307 (WOOD FRAMING)
ANCHOR BOLTS: ASTM A325 (STEEL FRAMING)
ALL SLIP CRITICAL CONNECTIONS SHALL BE ASTM A325 BOLTS AND SHALL BE ENGINEER -APPROVED, SELF -LOAD
INDICATING TYPES, AND SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
STRUCTURAL STEEL WELDING
CONFORM TO THE AWS CODES D1.1 AND D1.3, AND USE ONLY CERTIFIED WELDERS. WELDS NOT SPECIFIED ARE TO BE
1/4" CONTINUOUS FILLET MINIMUM. INCREASE WELD SIZE TO AWS MINIMUM SIZES, BASED ON PLATE THICKNESS. USE DRY E70
ELECTRODES. ALL WELDING SHALL CONFORM TO THE AWS CODES, AND SHALL BE BY CERTIFIED WELDERS. WELDS NOT
SPECIFIED SHALL BE 1/4" CONTINUOUS FILLET MINIMUM. USE DRY E70 ELECTRODES.
DRAWING LIST
SHEET NUMBER
SHEET NAME
ISSUE DATE
S-0
GENERAL NOTES AND
SPECIFICATIONS
08-27-22
S-1
FRAMING PLANS AND DETAILS
08-27-22
Grand total: 2
info@b2engineers.com
425-318-7047 (0)
425-318-0031 (C)
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STOCKER CONDO
REMODEL
Edgewood Condos
1110 5th Ave S, Unit 401
Edmonds WA 98020
PROJECT DATE:
DRAWING SIZE 1811X24"
ISSUE DATE 08-27-22
ISSUED FOR PERMIT
PROJECT NO.22138
DESIGNER BB
REVISION SCHEDULE
NO. DATE I DESCRIPTION
RECEIVED
Sep 02 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BLD2022-1172
GENERAL NOTES
AND
SPECIFICATIONS
S-0
Copyright b2 Structural Engineers 2008
FLOOR PLAN
1 /411 = 1'-011
PROVIDE (2)
10d AT 24"
EXISTING STUD WALL
TO BE REMOVED
Section 1
3/4" = 1'-0"
NEW BEAM PER PLAN
PROVIDE LUS HANGER
1—f — — — — — — — — — -
TO EACH RAFTER
CUT EXISTING
ROOF RAFTERS
I� I TO FIT NEW BEAM
I I
PROVIDE HUS HANGER FOR
BEAM TO BEAM CONNECTION
NEW BEAMS PER PLAN 7
------------
Section 2
111 = 1'-01,
II II II 1I I II
II II II
EXISTING 2X10 ROOF RAFTERS
@ 16" O.C. TO REMAIN
II II III II ii ii II II I I I I
II II II II II II II II
I
II II II II II II h I I I
II II II II II I I I I
II II II II II I I I I
I
II II II II II II I
I
I PROVIDE L50 ANGLE @ EACH
1 2 END OF NEW BEAM (TYP.)
S41 I II I$-1 II II II II II II II
II I II II II II I I II II II II II II II II II II II II II II I
II II II II II II II II II II II II II II II II II II II II II II I I
I
JL JL JL JL JL J� II II II II II II II II II II II I I
II II II II II II II II
II II II II II II NEW (3)2X10 DF#1 II II II
BEAM (RB-2)
II II II II II II II II II I I
NEW
II II II II II II II II II II II II II II II II II II II II I I
BEM( (RB-1)
II II II II II II II II II II
II II II II II II II II II II II II II
II II II II II II PROVIDE L50 ANGLE @ EACH
END OF NEW BEAM (TYP.)
II II II II II II II
II II II II II Il b II II II II II II II II II II II II II II II
II II II II II II II II II II II II II II II
II II II II II II II II II II II II II II II
II II II II II II II II II II II II II II II
II II II II II II II II II II II II II II II II II II II
ROOF PLAN
1 /411 = 1'-011
�1t4�1�
IZ
PROVIDE (3) WSV3S
SCREWS (BOTH SIDES)
@ 24" O.C. (TYP.)
EXISTING STUD WALL
TO BE REMOVED
IMPORTANT NOTES ON DRAWING REVIEW, FIELD VERIFICATION, TEMPORARY SHORING
AND WATERPROOFING:
1. CONTRACTOR MUST REVIEW STRUCTURAL DRAWINGS PRIOR TO CONSTRUCTION &
NOTIFY DESIGN TEAM/OWNER OF ANY DISCREPANCY IN COMPARISON WITH
ARCHITECTURAL DOCUMENTS OR FIELD CONDITIONS.
2. IN REMODEL/RETROFIT PROJECTS, CONTRACTOR MUST FIELD VERIFY & NOTIFY
DESIGN TEAM/OWNER OF EXISTING MECHANICAL, PLUMBING, AND ELECTRICAL LINES
THAT MAY INTERFERE WITH STRUCTURAL WORK PRIOR TO CONSTRUCTION.
STRUCTURAL DRAWINGS MAY NOT REFLECT ALL EXISTING FRAMING CONDITIONS DUE
TO LIMITED AVAILABLE INFORMATION.
3. CONTRACTOR IS SOLELY RESPONSIBLE IN PROVIDING PROPER TEMPORARY SHORING
PRIOR TO REMOVING ANY STRUCTURAL ELEMENTS.
4. ENGINEER IS NOT RESPONSIBLE FOR WATERPROOFING SYSTEM OR DETAILS.
CONTRACTOR/OWNER SHALL CONSULT WITH QUALIFIED PROFESSIONALS AS REQUIRED
FRAMING SYMBOLS_
p CONTINOUS P POST STOPS
POST BELOW THIS FLOOR
POST STARTS AT
P THIS FLOOR
PREPARED FOR
SHARON STOCKER
info@b2engineers.com
425-318-7047 (0)
425-318-0031 (C)
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of wASH/ j
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43789
O'c CTURAL ENS'\ G���
SSIONAL
SHARON
STOCKER CONDO
REMODEL
Edgewood Condos
1110 5th Ave S, Unit 401
Edmonds WA 98020
PROJECT DATE:
DRAWING SIZE 18"X24"
ISSUE DATE 08-27-22
ISSUED FOR PERMIT
PROJECT NO.22138
DESIGNER BB
REVISION SCHEDULE
NO. I DATE I DESCRIPTION
RECEIVED
Sep 02 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
FRAMING PLANS
AND DETAILS
S-1
n LEGEND AND NOTES
1 /4" = V-0"
Copyright b2 Structural Engineers 2008