APPROVED BLD_RESUB 2-Plans+7.21.2022CODE: INTERNATIONAL BUILDING CODE (IBC) 2018
REQUIRED? (Y/N) MATERIAL / ACTIVITY
Y
N
1704.2.5 Inspection of Fabricators
GENERAL CONDITIONS
Verify fabrication/quality control procedures
1. THE CONTRACTOR SHALL EXAMINE THE STRUCTURAL DRAWINGS AND SHALL NOTIFY THE
Y
N
1705.1.1 Special Cases (work unusual in nature, including but not limited to alternative materials
STRUCTURAL ENGINEER IN WRITING OF ANY DISCREPANCIES HE MAY FIND BEFORE PROCEEDING
and systems, unusual design applications, materials and systems with special manufacturer's
WITH THE WORK. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE
requirements)
CONDITIONS BEFORE STARTING WORK.
2. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING
1705.2 Steel Construction
DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL
Y
N
1. Fabricator and erector documents (Verify reports and certificates as listed in AISC 360, chapter
ENGINEER BEFORE PROCEEDING WITH ANY WORK SO INVOLVED.
N, paragraph 3.2 for compliance with construction documents)
Y
N
2. Material verification of structural steel
3. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND
Y
N
3. Embedments (Verify diameter, grade, type, length, embedment. See 1705.3 for anchors)
TYPICAL DETAILS. WHERE THE NOTES, DRAWINGS, AND/OR SPECIFICATIONS DIFFER, THE MORE
Y
N
4. Verify member locations, braces, stiffeners, and application of joint details at each connection
STRINGENT REQUIREMENT SHALL APPLY.
comply with construction documents
5. Structural steel welding:
4. IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE WORK, THE CONSTRUCTION
Y
N
a. Inspection tasks Prior to Welding (Observe, or perform for each welded joint or member, the QA
SHALL BE THE SAME AS FOR SIMILAR WORK.
tasks listed in AISC 360, Table N5.4-1)
Y
N
b. Inspection tasks During Welding (Observe, or perform for each welded joint or member, the QA
5. WORKING DIMENSIONS SHALL NOT BE SCALED FROM PLANS, SECTIONS, OR DETAILS ON
tasks listed in AISC 360, Table N5.4-1)
THESE DRAWINGS.
Y
N
c. Inspection tasks After Welding (Observe, or perform for each welded joint or member, the QA
tasks listed in AISC 360, Table N5.4-3)
6. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE STRUCTURAL
d. Nondestructive testing (NDT) of welded joints: see Commentary
ENGINEER OF ANY CONDITION THAT, IN HIS OPINION, MIGHT ENDANGER THE STABILITY OF THE
Y
N
1) Complete penetration groove welds 5/16" or greater in risk category III or IV
STRUCTURE OR CAUSE DISTRESS TO THE STRUCTURE.
Y
N
2) Complete penetration groove welds 5/16" or greater in risk category II
Y
N
3) Thermally cut surfaces of access holes when material t > 2"
7. THE CONTRACTOR SHALL SUPERVISE AND DIRECT HIS WORK AND HE SHALL BE SOLELY
Y
N
4) Welded joints subject to fatigue when required by AISC 360, Appendix 3, Table A-3.1
RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND
Y
N
5) Fabricator's NDT reports when fabricator performs NDT
PROCEDURES. PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS
6. Structural steel bolting:
DURING CONSTRUCTION. NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION.
Y
N
a. Inspection tasks Prior to Bolting (Observe, or perform tasks for each bolted connection, in
accordance with QA tasks listed in AISC 360, Table N5.6-1)
8. REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION NOT COVERED BY THESE
Y
N
b.lnspection tasks During Bolting (Observe the QA tasks listed in AISC 360, Table N5.6-2)
GENERAL NOTES OR THE STRUCTURAL DRAWINGS.
1) Pre -tensioned and slip -critical joints
Y
N
a) Turn -of -nut with matching markings
9. ALL CONSTRUCTION SHALL BE DONE WITH MATERIALS, METHODS, AND WORKMANSHIP
Y
N
b) Direct tension indicator
ACCEPTED AS GOOD PRACTICE BY THE CONSTRUCTION INDUSTRY AND IN CONFORMANCE WITH
Y
N
c) Twist -off type tension control bolt
THE PROVISIONS OF PREVAILING CODE EDITION OF THE "INTERNATIONAL BUILDING CODE" (IBC)
Y
N
d) Turn -of -nut without matching markings
AND STANDARDS REFERENCED THEREIN.
Y
N
e) Calibrated wrench
2) Snug -tight joints
10. PIPES, DUCTS, SLEEVES, OPENINGS, POCKETS, CHASES, BLOCK -OUTS, ETC., SHALL NOT
Y
N
c. Inspection tasks After Bolting (Perform tasks for each bolted connection in accordance with QA
BE PLACED IN SLABS, FOUNDATIONS, ETC., NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR
tasks listed in AISC 360, Table N5.6-3)
SUCH ITEMS, UNLESS SPECIFICALLY DETAILED ON THESE STRUCTURAL DRAWINGS.
Y
N
7. Inspection of steel elements of composite construction prior to concrete placement in accordance
with QA tasks listed in AISC 360, Table N6.1
11. ALTERNATE ASSEMBLIES AND MATERIALS WILL BE CONSIDERED FOR REVIEW. ENGINEER
MAY REQUEST PAYMENT FOR REVIEW.
1705.2.2 Steel Construction Other Than Structural Steel
1. Material verification of cold -formed steel deck:
FOUNDATION
Y
N
a. Identification markings
Y
N
b. Manufacturer's certified test reports
1. STRUCTURAL DESIGN COMPLIES WITH SOILS REPORT PRODUCED BY:
2. Connection of cold -formed steel deck to supporting structure:
GEO GROUP NORTHWEST INC, DATED MARCH 28, 2022
Y
Y
N
N
a. Welding
b. Other fasteners (in accordance with AISC 360,Section N6)
FOOTING BEARING PRESSURE: 2000 PSF
Y
N
1) Verify fasteners are in conformance with approved submittal
Y
N
2) Verify fastener installation is in conformance with approved submittal and manufacturer's
LATERAL EARTH PRESSURE ON RETAINING WALLS 50 PSF
recommendations
3. Reinforcing steel
2. SUBGRADE PREPARATION, DRAINAGE PROVISIONS, AND OTHER RELEVANT SOIL
Y
N
a. Verification of weldability of steel other than ASTM A706
CONSIDERATIONS ARE TO BE IN ACCORDANCE WITH SAID SOILS REPORT.
Y
N
b. Reinforcing steel resisting flexural and axial forces in intermediate and special moment frames,
boundary elements of special concrete structural walls and shear reinforcement
Y
N
c. Shear reinforcement
Y
N
d. Other reinforcing steel
4. Cold -formed steel trusses spanning 60 feet or greater
Y
N
a. Verify temporary and permanent restraint/bracing are installed in accordance with the approved
truss submittal package
1705.3 Concrete Construction
Y
N
1. Inspection of reinforcing steel installation (see 1705.2.2 for welding)
Y
N
2. Inspection of prestressing steel installation
Y
N
3. Inspection of anchors cast in concrete where allowable loads have been increased per section
1908.5 or where strength design is used
ON
4. Inspection of anchors and reinforcing steel post -installed in hardened concrete: Per research
reports including verification of anchor type, anchor dimensions, hole dimensions, hole cleaning
procedures, anchor spacing, edge distances, concrete minimum thickness, anchor embedment and
tightening torque
Y
N
5. Verify use of approved design mix
Y
N
6. Fresh concrete sampling, perform slump and air content tests and determine temperature of
concrete
Y
N
7. Inspection of concrete and shotcrete placement for proper application techniques
Y
N
8. Inspection for maintenance of specified curing temperature and techniques
9. Inspection of prestressed concrete:
Y
N
a. Application of prestressing force
Y
N
b. Grouting of bonded prestressing tendons in the seismic -force -resisting system
10. Erection of precast concrete members
Y
N
a. Inspect in accordance with construction documents
Y
N
b. Perform inspections of welding and bolting in accordance with Section 1705.2
Y
N
11. Verification of in -situ concrete strength, prior to stressing of tendons in post tensioned concrete
and prior to removal of shores and forms from beams and structural slabs
Y
N
12. Inspection of formwork for shape, lines, location and dimensions
Y
N
13. Concrete strength testing and verification of compliance with construction documents
DIMENSIONAL LUMBER, ANCHOR BOLT AND NAILING SPECIFICATIONS
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........
HF STUD GRADE
WALL PLATES, 2X, 3X........
HF STANDARD GRADE U.N.O
JOISTS, 2 X 6: .............
HF #2
JOISTS, 2 X 8 AND UP.......
DF #2
BEAMS, HEADERS, 6X ........
DF #2
BEAMS, HEADERS, 4X.........
DF #2, WWPA GRADING
POSTS, 4X, 6X..............
DF #2 U.N.O
LUMBER NOT NOTED HERE...
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" O 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 SQ 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.
Notes:
1. The inspection and testing agent(s) shall be engaged by the Owner or the Owner's Agent, and
not by the Contractor or Subcontractor whose work is to be inspected or tested. Any conflict of
interest must be disclosed to the Building Official prior to commencing work. The qualifications of
the Special Inspector(s) and/or testing agencies may be subject to the approval of the Building
Official and/or the Design Professional.
2. The list of Special Inspectors may be submitted as a separate document, if noted so above.
3. Special Insepctions as required by Section 1704.2.5 are not required where the fabricator is
approved in accordance with IBC Section 1704.2.5.2
4. Observe on a random basis, operations need not be delayed pending these inspections. Perform
these tasks for each welded joint, bolted connection, or steel element.
5. NDT of welds completed in an approved fabricator's shop may be performed by that fabricator
when approved by the AHJ. Refer to AISC 360, N7.
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
FOOTING 2500 PSI (MIN. OF 5.5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE)
SLAB ON GRADE 2500 PSI (MIN. OF 5.5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE)
FOUNDATION WALL 2500 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
EXTENT REQUIRED? (Y/N) MATERIAL / ACTIVITY EXTENT
Periodic 1705.4 Masonry Construction
(A) Level A, B and C Quality Assurance: info@b2englneerS.COm
Y N 1. Verify compliance with approved submittals Periodic
(B) Level B Quality Assurance: 425-318-7047 (0)
Y N 1. Verification of fm and fAAC prior to construction Periodic 425-318-0031 (C)
(C) Level C Quality Assurance:
Y N 1. Verification of fm and fAAC prior to construction and for every 5,000 SF during construction Periodic City Of Edmond�
Y N 2. Verification of proportions of materials in premixed or preblended mortar, prestressing grout, and Continuous
grout other than self -consolidating grout, as delivered to the project site
Each submittal Y N 3. Verify placement of masonry units Periodic Building Department
(D) Levels B and C Quality Assurance:
------------------ ----------------
Periodic Y N 1. Verification of Slump Flow and Visual Stability Index (VSI) of self -consolidating grout as delivered Continuous Work RETAINING WALL
Continuous to the project
-
Periodic Y N 2. Verify compliance with approved submittals Periodic r ---------------------------------------------------------------------
Y N 3. Verify proportions of site -mixed mortar, grout and prestressing grout for bonded tendons Periodic Address' 1214 11 TH PL N
Y N 4. Verify grade, type, and size of reinforcement and anchor bolts, and prestressing tendons and Periodic --------------- ----------------------
--------------- --------------------------
Observe or Perform as noted (4) anchorages Owner CHERMAK
Y N 5. Verify construction of mortar joints Periodic -------- ---------------------------
Observe (4) Y N 6. Verify placement of reinforcement, connectors, and prestressing tendons and anchorages Level B - Periodic ------------------------
Level C - Continuous Approved Date 9/27/2022
Observe or Perform as noted (4) Y N 7. Verify grout space prior to grouting Level B - Periodic ------=====
Level C - Continuou Building Official W. W
Y N 8. Verify placement of grout and prestressing grout for bonded tendons Continuous
Periodic Y N 9. Verify size and location of structural masonry elements Periodic
Periodic Y N 10. Verify type, size, and location of anchors, including details of anchorage of masonry to structural Level B - Periodic Permit Number BLD2022-0766
Periodic members, frames, or other construction. Level C - Continuou
Periodic Y N 11. Verify welding of reinforcement (see 1705.2.2) Continuous
Each submittal (5) Y N 12. Verify preparation, construction, and protestion of masonry during cold weather (temperature Periodic r ■ ■
below 40oF) or hot weather (temperature above 90oF) I 7
Observe or Perform as noted (4) Y N 13. Verify application and measurement of prestressing force Continuous
Y N 14. Verify placement of AAC masonry units and construction of thin -bed mortar joints (first 5000 SF Continuous i
SPECIAL INSPECTION REORT(S) AREObserve 4 of AAC mason ■ 5() )
Y N 15. Verify placment of AAC masonry units and construction of thin -bed mortar joints (after the first Level B - Periodic REQUIRED FOR THIS PERMIT. I P oF wasy�gS,A/
Periodic 5000 SF of AAC masonry) Level C - Continuous �; o
Periodic Y N 16. Verify properties of thin -bed mortar for AAC masonry (first 5000 SF of AAC masonry) Continuous 11. SOILS 2
Periodic Y N 17. Verify properties of thin -bed mortar forAAC masonry (after the first 5000 SF of AAC masonry) Level B - Periodic
Continuous Level C - Continuous ■ `�
■ r
Continuous Y N 18. Prepare grout and mortar specimens Level B -Periodic ■ ■ ■ ■ ■ ■ ■ ■ ■ ■
Periodic Level C - Continuous -po �GCT 43789
Perform (4) Y N 19. Observe preparation of prisms Level C - Continuous us ALL WORK SUBJECT APPROVED S�ONAL
TO FIELD
Observe or Perform as noted (4) 1705.5 Wood Construction INSPECTION FOR PLANS MUST BE
Y N 1. Inspection of the fabrication process of wood structural elements and assemblies in accordance Periodic CODE COMPLIANCE ON JOB SITE
with Section 1704.2.5
Y N 2. For high -load diaphragms, verify grade and thickness of structural panel sheathing agree with Periodic
approved building plans
Periodic Y N 3. For high -load diaphragms, verify nominal size of framing members at adjoining panel edges, nail Periodic
Each submittal or staple diameter and length, number of fastener lines, and that spacing between fasteners in each
line and at edge margins agree with approved building plans
Periodic Y N 4. Metal -plate -connected wood trusses spanning 60 feet or greater: verify temporary and permanent Periodic
restraint/bracing are installed in accordance with the approved truss submittal package
Periodic H OWARD
Periodic 1705.E Soils
1. Verify materials below shallow foundations are adequate to achieve the design bearing capacity. Cj H E R MAK
Y N 2. Verify excavations are extended to proper depth and have reached proper material. Periodic
Periodic Y N 3. Perform classification and testing of controlled fill materials. Periodic
Continuous Y N 4. Verify use of proper materials, densities, and lift thicknesses during placement and compaction of Periodic RETAINING WALL
Y N controlled fill Continuous
Continuous 5. Prior to placement of controlled fill, observe subgrade and verify that site has been prepared
Periodic Y N properly Periodic
Periodic 1705.7 Driven Deep Foundations
Y N 1. Verify element materials, sizes and lengths comply with requirements Continuous
Y N 2. Determine capacities of test elements and conduct additional load tests, as required Continuous
Y N 3. Observe driving operations and maintain complete and accurate records for each element Continuous
Periodic. Y N 4. Verify placement locations and plumbness, confirm type and size of hammer, record number of Continuous 1214 11 TH PLACE
Periodic blows per foot of penetration, determine required penetrations to achieve design capacity, record tip
Continuous and butt elevations and document any damage to foundation element /�
Y N 5. For steel elements, perform additional inspections per Section 1705.2 See Section 1705.2 NORTH, EDMONDS, WP
Periodic or as required by the research report issued by an Y N 6. For concrete elements and concrete -filled elements, perform additional inspections per Section See Section 1705.3 �VQ020
approved source 1705.3
Y N 7. For specialty elements, perform additional inspections as determined by the registered design In accordance with construction documents
professional in responsible charge
Periodic Y N 8. Perform additional inspections and tests in accordance with the construction documents In accordance with construction documents
Continuous
1705.8 Cast -in -Place Deep Foundations
Continuous Y N 1.Observe drilling operations and maintain complete and accurate records for each element Continuous
Periodic Y N 2. Verify placement locations and plumbness, confirm element diameters, bell diameters (if Continuous
applicable), lengths, embedment into bedrock (if applicable) and adequate end -bearing strata
Continuous capacity. Record concrete or grout volumes
Continuous Y N 3. For concrete elements, perform additional inspections in accordance with Section 1705.3 See Section 1705.3 RES U B
Y N 4. Perform additional inspections and tests in accordance with the construction documents In accordance with construction documents
In accordance with construction documents Jul 21 2022
In accordance with Section 1705.2 1705.9 Helical Pile Foundations CITY OF EDMONDS
Periodic Y N 1. Verify installation equipment, pile dimensions, tip elevations, final depth, final installation torque Continuous DEVELOPMENT SERVICES
and other data as required. DEPARTMENT
Periodic Y N 2. Perform additional inspections and tests in accordance with the construction documents In accordance with construction documents
Periodic
1705.10.1 Structural Wood Special Inspections For Wind Resistance
Y N 1. Inspection of field gluing operations of elements of the main windforce-resisting system Continuous
Y N 2. Inspection of nailing, bolting, anchoring and other fastening of components within the main Periodic
windforce-resisting system
1705.10.2 Cold -formed Steel Special Inspections For Wind Resistance DRAWING INFO
Y N 1.Inspection during welding operations of elements of the main windforce-resisting system Periodic
Y N 2.Inspections for screw attachment, bolting, anchoring and other fastening of components within the Periodic
main windforce-resisting system
1705.10.3 Wind -resisting Components ISSUE DATE 07-20-22
Y N 1. Roof cladding Periodic
Y N 2. Wall cladding Periodic
ISSUED FOR PERMIT
Y N 1705.11.1 Structural Steel Special Inspections for Seismic Resistance In accordance with AISC 341
Inspection of structural steel in accordance with AISC 341 PROJECT NO.22090
1705.11.2 Structural Wood Special Inspections for Seismic Resistance
Y N 1. Inspection of field gluing operations of elements of the seismic -force resisting system Continuous ENGINEER BB
Y N 2. Inspection of nailing, bolting, anchoring and other fastening of components within the seismic- Periodic
force -resisting system
REVISION SCHEDULE
1705.11.3 Cold -formed Steel Light -Frame Construction Special Inspections for Seismic
Y N Resistance Periodic NO. DATE DESCRIPTIOI
Y N 1. Inspection during welding operations of elements of the seismic -force -resisting system Periodic
2. Inspections for screw attachment, bolting, anchoring and other fastening of components within the
seismic -force -resisting system
STRUCTURAL AND MISCELLANEOUS STEEL
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/CONC 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
S-0
SHEET NAME
GENERAL NOTES AND
SPECIFICATIONS
ISSUE DATE
07-20-22
S-1
FRAMING PLANS AND DETAILS
07-20-22
S-1A
GENERAL NOTES AND SITE PLAN 07-20-22
Grand total: 3
CODE: INTERNATIONAL BUILDING CODE (IBC) 2018
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:
GEO GROUP NORTHWEST INC, DATED MARCH 28, 2022
FOOTING BEARING PRESSURE: 2000 PSF
LATERAL EARTH PRESSURE ON RETAINING WALLS 50 PSF
2. SUBGRADE PREPARATION, DRAINAGE PROVISIONS, AND OTHER RELEVANT SOIL
CONSIDERATIONS ARE TO BE IN ACCORDANCE WITH SAID SOILS REPORT.
CONCRETE AND REINFORCING
1
2
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"
CONCRETE MIX SPECIFICATIONS
LOCATION COMP. SRENGTH W/C RATIO AIR CONTENT REMARK
FOOTING 2500 PSI (MIN. OF 5.5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE)
SLAB ON GRADE 2500 PSI (MIN. OF 5.5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE)
FOUNDATION WALL 2500 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
PROPERTY OWNER: CHERMAK HOWARD AND JUDITH
PROPERTY ADDRESS: 1214 11TH PL NE, EDMONDS, WA 98020
PARCEL NO.: 00606600001600
LEGAL DESCRIPTION: VIEWLAND HEIGHTS BLK 000 D-00 - LOT 16
PROJECT DESCRIPTION:
CONSTRUCTING NEW CONCRETE RETAINING WALL IN SLOPED
TERRAIN IN REAR -YARD
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1/8" = 1'-0"
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1214 11 TH PLACE
NORTH, EDMONDS, WA
98020
RESUB
Jul 21 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
DRAWING INFO
ISSUE DATE 07-20-22
ISSUED FOR PERMIT
PROJECT NO.22090
ENGINEER BB
GENERAL NOTES
AND SITE PLAN
S.1
Copyright b2 Structural Engineers 2008
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IL. PREPARATIONS PER NOTES ON S-1
IMPORTANT NOTES ON FOUNDATION:
NO. DATE DESCRIPTIOP
SOI PREPARATIONS
PER NOTES ON S-1
III III III III
III
ALL FOOTINGS SHALL BEAR ON SUITABLE SOIL SUCH AS MIN. OF MEDIUM DENSE NATIVE
91, 91.
1' - 9" 9"
SOIL OR COMPACTED STRUCTURAL FILL (NO SOFT OR ORGANIC MATERIALS).
GEOTECHNICAL ENGINEER MAY BE REQUIRED TO ASSESS EXISTING SOIL CONDITIONS.
1'-6"
2'-6"
PER GEOTECH RECOMMENDATIONS:
Detail 1
Detail 2
1. THE TOP 12 INCHES OF THE FILL BEHIND THE WALL SHOULD CONSIST OF COMPACTED
AND RELATIVELY IMPERMEABLE SOIL. THE BACKFILL IN AREAS ADJACENT TO CONCRETE
1" = 1'-O"
RETAINING WALL SHOULD BE COMPACTED WITH HANDHELD EQUIPMENT (SUCH AS A
JUMPING JACK). HEAVY COMPACTING MACHINES SHOULD NOT BE ALLOWED WITHIN A
HORIZONTAL DISTANCE TO THE WALL EQUIVALENT TO ONE HALF OF THE WALL HEIGHT,
UNLESS THE WALL IS DESIGNED TO ACCOMMODATE THE ADDED SURCHARGE.
2. FINAL SITE GRADES SHOULD DIRECT SURFACE WATER AWAY FROM PROPOSED
RETAINING WALL. SUBSURFACE DRAINS SHOULD BE INSTALLED ALONGSIDE THE
PROPOSED RETAINING WALL. THE DRAIN SHOULD CONSIST OF A 4-INCH MINIMUM
DIAMETER, PERFORATED, RIGID PVC DRAIN PIPE LAID AT THE BOTTOM OF THE WALL,
WITH THE PERFORATIONS FACING DOWNWARD. THE DRAIN ROCK AND PIPE SHOULD
EACH BE WRAPPED IN A LAYER OF GEOTEXTILE FABRIC OR EQUIVALENT. THE DRAIN LINE
SHOULD BE SLOPED AT SUFFICIENT GRADIENT TO GENERATE FLOW TOWARD AN
FRAMING PLANS
APPROPRIATE STORMWATER DISCHARGE LOCATION OR COLLECTION SYSTEM.
3. TO PREVENT BUILDUP OF HYDROSTATIC PRESSURE BEHIND CONVENTIONAL RETAINING
AND DETAILS
WALLS, A VERTICAL DRAIN EXTENDING FROM FINISHED SURFACE GRADE DOWN TO THE
FOOTING DRAIN SHOULD BE INSTALLED. IN ADDITION, IT IS RECOMMENDED THAT A PRISM
OF CLEAN, GRANULAR, FREE DRAINING STRUCTURAL BACKFILL MATERIAL AT LEAST 12
INCHES WIDE BE BACKFILLED AGAINST THE MATTED WALL.
ULEGEND AND NOTES
C_�
1 /4 = 1 -0
V
Copyright b2 Structural Engineers 2008