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<br />Design Criteria
<br />Applicable Building Code:
<br />2018 International Building Code
<br />1. Design live loads
<br />A. Roof loads
<br />1.1. Minimum
<br />roof snow or live load
<br />dictated by Building Official
<br />= N/A
<br />1.2.
<br />Minimum roof live load by code
<br />= 20 psf
<br />1.3.
<br />Ground snow load
<br />W 25 psf
<br />1.3.a. Snow exposure factor (ce)
<br />® 1.0
<br />1.3.b. Snow importance factor (Is)
<br />a 1.0
<br />1.3.c. Thermal Factor (Ct)
<br />4 1.0
<br />1.4.
<br />Flat roof snow load (Pf)
<br />= 13 psf
<br />1.5.
<br />Rain on snow
<br />m 0 psf
<br />1.6.
<br />Total design snow load
<br />® 25 psf + drifting
<br />1.7.
<br />Roof design is governed by the minimum roof
<br />live load or total design snow load +
<br />drifting whichever is more stringent.
<br />2. Design wind loads
<br />A. Basic wind speed (3 second gust) (Ultimate) = 110 mph
<br />2.1. Exposure = B
<br />2.2. Importance factor (iw) = II
<br />3. Seismic
<br />SS = 1.356
<br />St ® 0.460
<br />SpS m 0.903
<br />SDI = 0.532
<br />Seismic importance factor (le)
<br />1.0
<br />Risk Category
<br />II
<br />Seismic site class
<br />D
<br />Seismic design category
<br />D
<br />Analysis procedures
<br />Equivalent lateral force method
<br />General
<br />1. The structure or its modifications are designed to be self-supporting and stable after the building or its
<br />modifications are fully completed. It is solely the contractor's responsibility to determine erection
<br />procedure and sequence and insure the safety of the construction personnel, public, building and its
<br />component parts, and adjacent buildings and properties. This includes the addition of whatever temporary
<br />or permanent shoring, bracing, needling, etc. that may be necessary to brace new construction, adjacent
<br />buildings, existing walls, and framing to remain so that the structure is braced for wind, seismic, gravity,
<br />construction loads, etc. and that no horizontal or vertical settlement or any damage occurs to the adjacent
<br />existing structures. Temporary supports shall be maintained in place until permanent supports and/or
<br />shoring and bracing are installed. Design of these supports shall be by a registered engineer registered in
<br />the state where the project is located in the employ of the contractor.
<br />2. Fall protection support shall be provided in accordance with OSHA requirements as required. Such
<br />material shall remain the contractor's property after completion of the project.
<br />3. It is the contractors responsibility to enforce all applicable safety codes and regulations during all phases
<br />of construction.
<br />4. The contractor shall perform all construction for the project in a manner and sequence that are based on
<br />accepted industry standards that recognize the interaction of the components that comprise the structure,
<br />without causing distress, unanticipated movements or irregular load paths as a result of the construction
<br />means and methods employed.
<br />5. Construction loads shall not exceed design live loads. The contractor shall be responsible for all design
<br />required to support construction equipment used in constructing this project. Shoring and re -shoring is the
<br />responsibility of the contractor.
<br />6. Principal openings through the framing are shown on these drawings. The general contractor shall
<br />examine the structural and mechanical drawings for the required openings and shall verify size and
<br />location of all openings with the mechanical contractor. Providing all openings required by the mechanical,
<br />electrical, plumbing, or other trades shall be a part of the general contract, whether or not shown in the
<br />structural drawings. Any deviation from the openings shown on the structural drawings shall be brought to
<br />the engineer's attention for review.
<br />7. The existing conditions shown on these documents were based upon existing drawings prepared by
<br />Insight Construction Services dated 2/6/2022. The contractor is responsible for field verifying all existing
<br />conditions; any discrepancies are to be immediately reported to the engineer and architect prior to
<br />proceeding with any of the work in question.
<br />6. All mechanical and electrical duct work, plumbing, piping, wiring, lighting and all architectural items that
<br />need to be removed during the modification of, or reinforcing of, existing structure shall be replaced in
<br />kind. The contractor shall keep all existing systems in operation during the construction phase of the
<br />project.
<br />9. All contractors are required to examine the drawings and specifications carefully, visit the site and fully
<br />inform themselves as to all existing conditions and limitations, prior to agreeing to perform the work.
<br />Failure to visit the site and familiarize themselves with the existing conditions and limitations will in no way
<br />relieve the contractor from furnishing any materials or performing any work in accordance with drawings
<br />and specifications without additional cost to the owner.
<br />10. Details labeled "Typical Details" on drawings apply to situations occurring on the project that are the same
<br />or similar to those specifically detailed. Such details apply whether or not details are referenced at each
<br />location. Notify engineer of clarifications regarding applicability of "Typical Details".
<br />11. Work these drawings with architectural, mechanical, and electrical drawings.
<br />12, Do not scale drawings.
<br />13. Any discrepancies between structural and architectural drawings shall be brought to the attention of the
<br />architect and structural engineer.
<br />14. Should any of the general notes conflict with any details or instructions on plans, or in the specifications,
<br />the strictest provision shall govern.
<br />15. Shop drawings and submittals:
<br />A. These drawings shall be checked and coordinated with other materials and contracts by the
<br />general contractor and shop drawings and submittals shall bear the contractor's review stamp with
<br />the checker's initials before being submitted to the architect for approval.
<br />B. When the fabricator has been authorized to use the architect and engineer's drawings as erection
<br />drawings, the fabricator must remove all title blocks, professional seals and any other references to
<br />the architect and engineer from that erection drawing. The fabricator's name and title shall be
<br />placed on the erection drawings.
<br />C. Where dimensions and elevations of existing construction could affect the new construction, it is
<br />the contractor's responsibility to make field measurements in time for their incorporation in the shop
<br />rlraonlirrvs
<br />Structural Steel
<br />1, Detailing, fabrication, and erection shall conform to the latest edition as referenced in the applicable
<br />building code, of the RISC 'Steel Construction Manual' and AISC 360 'Specification for Structural Steel
<br />Buildings', herein referred to as 'AISC Manual' and 'AISC Specification'.
<br />Structural Steel: (M, S, C shapes) ASTM A36 uno
<br />(Plate, Angles) ASTM A36 uno
<br />All structural steel not to receive spray fire -proofing shall be primed white or light gray; asphaltic paints
<br />are not acceptable.
<br />All structural steel to receive spray fire -proofing shall remain unprimed.
<br />2. Details and connections completely detailed in the contract drawings may not be altered without written
<br />approval by the engineer. Where approved, altered connections shall be completely detailed by the
<br />fabricator's engineer clearly on the shop drawings.
<br />3. Alterations of schematic connection details may impact architectural concept and shall not be made
<br />without prior written approval of the engineer.
<br />4. All welding shall be done using E-70xx electrodes in accordance with the latest AWS specifications.
<br />5. General contractor shall verify all structural beam locations, mechanical unit weights and opening sizes
<br />and locations with mechanical contractor and vendor's drawings for actual mechanical unit purchased.
<br />6. Splicing of structural members where not detailed on the drawings is prohibited without prior approval of
<br />the structural engineer.
<br />7. Cuts, holes, coping, etc. required for work of other trades shall be shown on the shop drawings and made
<br />in the shop. Cuts or burning of holes in structural steel members in the field will not be permitted, unless
<br />specifically approved in each case by the structural engineer.
<br />3. All weld sizes not shown in details herein shall be the minimum required size based on thickness of
<br />thinner part as per AISC Specification, Tables J2.3 & J2.4. Exception: At member splices welds or bolts
<br />shall develop full strength of the member or components being connected.
<br />9. All around welds indicated herein shall be discontinuous at the flange tips of open sections.
<br />10. Any alteration made by the detailer on the structural steel shop drawings to schematic or completely
<br />detailed connections shown on the contract drawings must be clearly identified by clouding or by direct
<br />note on the shop drawing by the detailer prior to submission to the engineer.
<br />11. Any member sizes shown on the plans, and currently listed in the AISC Manual, which are not currently
<br />available must be brought to the architect's and structural engineer's attention prior to award of steel
<br />contract. No claim for additional cost will be accepted after the award, for rnember/built up member
<br />substitutions for these sizes.
<br />12. All supplemental steel required for roof units and roof openings over 12"x12" to be supplied by structural
<br />steel fabricator and be coordinated by general contractor with the joist fabricator, mechanical drawings
<br />and mechanical equipment supplier.
<br />13. Level and plumb individual members of structure within specified AISC tolerances. For beams which
<br />support steel joists, maintain such tolerances as will assure specified minimum joist bearing. Tolerances
<br />shall not be accumulative. Temperature correction shall be applied so that the structure will be plumb and
<br />will have clearances specified at 70°F.
<br />Submittals
<br />1. Submit shop drawings prepared under supervision of a registered engineer, including complete details
<br />and schedules for fabrication and assembly of structural steel members, procedures and
<br />diagrams. Include details of cuts, connections, and other pertinent data.
<br />2. Indicate welds by standard AWS symbols and show size, length, and type of each weld.
<br />3. Shop drawings shall indicate the date of the structural drawings that were used to prepare the shop
<br />drawings.
<br />4. Shop drawing submittals shall consist of 3 prints of each drawing for the Structural Engineer, 1 print for
<br />the Architect and a minimum of 1 print for the General Contractor.
<br />Quality Assurance
<br />1. Test reports: Submit copies of reports of tests conducted on shop and welded connections. Include data
<br />on typos of tests conducted and test results.
<br />2. An independent testing and inspection agency shall be engaged to inspect connections and welded
<br />connections and to perform tests and prepare test reports. Testing agency shall conduct and interpret
<br />tests and state in each report whether test specimens comply with requirements, noting any deviations
<br />therefrom.
<br />3. Correct deficiencies in structural steel work which inspection and laboratory test reports have indicated to
<br />be not in compliance with requirements. Perform additional tests, at contractor's expense, as may be
<br />necessary to reconfirm any noncompliance of original work, and as may be necessary to show
<br />compliance of corrected work.
<br />4. Shop and field welding: Inspect and test during fabrication and/or erection of structural steel. Certify
<br />welders and conduct inspections and tests as required. Record types and locations of defects found in
<br />work. Record work required and performed to correct deficiencies. Perform visual inspection of all welds,
<br />and perform ultrasonic tests of full penetration welds in accordance with ASTM E 164.
<br />A. B.
<br />ANCHOR BOLTS
<br />ADD'L.
<br />ADDITIONAL
<br />AFF
<br />ABOVE FINISH FLOOR
<br />ARCH.
<br />ARCHITECTURAL
<br />B. PL
<br />BASE PLATE
<br />BLDG.
<br />BUILDING
<br />BLK,
<br />BLOCK
<br />BM.
<br />BEAM
<br />BO T .
<br />BOTTOM
<br />BRDG.
<br />BRIDGING
<br />BRG.
<br />BEARING
<br />BTJ
<br />BOLTED TIE JOIST
<br />CANT'L.
<br />CANTILEVER
<br />C.I.P.
<br />CAST -IN -PLACE
<br />C.J.
<br />CONTROL JOINT
<br />CL
<br />CENTERLINE
<br />CLR.
<br />CLEAR
<br />CMU
<br />CONCRETE MASONRY UNIT
<br />COL.
<br />COLUMN
<br />CONC.
<br />CONCRETE
<br />CONSTR.
<br />CONSTRUCTION
<br />CONT.
<br />CONTINUOUS
<br />C.Y.
<br />CUBIC YARD
<br />DBA
<br />DEFORMED BAR ANCHOR
<br />DET.
<br />DETAIL
<br />DIAL.
<br />DIAGONAL
<br />O or DIA.
<br />DIAMETER
<br />DJ
<br />DOUBLE JOIST
<br />DK.---
<br />DECK
<br />-DEAD
<br />D.L..
<br />LOAD
<br />DWG
<br />DRAWING
<br />DWLS ---
<br />DOWELS
<br />EA.
<br />EACH
<br />E.F.
<br />EACH FACE
<br />E.J.
<br />EXPANSION JOINT
<br />EL.
<br />ELEVATION
<br />ELEV.
<br />ELEVATOR
<br />E.S.
<br />EACH SIDE
<br />EQ.
<br />EQUAL
<br />EQUIP
<br />EQUIPMENT
<br />E.W.
<br />EACH WAY
<br />EXP.
<br />EXPANSION
<br />(E) or EXIST.
<br />EXISTING
<br />EXT.
<br />EXTERIOR
<br />F/BLDG.
<br />FACE OF BUILDING
<br />F/CONC.
<br />FACE OF CONCRETE
<br />F.D.
<br />FLOOR DRAIN
<br />FIN.
<br />FINISH
<br />FLG.
<br />FLANGE
<br />FLR.
<br />FLOOR
<br />F.S.
<br />FAR SIDE OR FOOTING STEP
<br />FT.
<br />FEET
<br />FTG.
<br />FOOTING
<br />GA.
<br />GAUGE
<br />G.B.
<br />GRADE BEAM
<br />G.C.
<br />GENERAL CONTRACTOR
<br />GALV.
<br />GALVANIZED
<br />HD'D.
<br />HEADED
<br />HORIZ.
<br />HORIZONTAL
<br />I.F.
<br />INSIDE FACE
<br />INT.
<br />INTERIOR
<br />J/B
<br />JOIST BEARING
<br />JS T .
<br />JOIST
<br />JT.
<br />JOINT
<br />k
<br />KIP
<br />LG.
<br />LONG
<br />L.L.
<br />LIVE LOAD
<br />(LLH)
<br />LONG LEG HORIZONTAL
<br />(LLV)
<br />LONG LEG VERTICAL
<br />LW
<br />LONG WAY
<br />MAS.
<br />MASONRY
<br />MC
<br />MOMENT CONNECTION
<br />MECH.
<br />MECHANICAL
<br />MFR.
<br />MANUFACTURER
<br />MTL
<br />METAL
<br />(N)
<br />NEW
<br />(N.I.C.)
<br />NOT IN CONTRACT
<br />N. S.
<br />NEAR SIDE
<br />NTS
<br />NOT TO SCALE
<br />O.C.
<br />ON CENTER
<br />O.F.
<br />OUTSIDE FACE
<br />O/O
<br />OUT TO OUT
<br />OPP,
<br />OPPOSITE
<br />PC
<br />PRECAST CONCRETE
<br />PL
<br />PLATE
<br />PLCS.
<br />PLACES
<br />P.S.F.
<br />POUNDS/SQUARE FOOT
<br />P.S.I.
<br />POUNDS/SQUARE INCH
<br />RAID.
<br />RADIUS
<br />R.D.
<br />ROOF DRAIN
<br />REINF.
<br />REINFORCING
<br />REQ'D.
<br />REQUIRED
<br />RET.
<br />RETAINING
<br />SECT.
<br />SECTION
<br />Sim.
<br />SIMILAR TO
<br />S.O.G.
<br />SLAB ON GRADE
<br />SP.
<br />SPACES
<br />SQ.
<br />SQUARE
<br />STIFF.
<br />STIFFENER
<br />STL.
<br />STEEL
<br />STRUCT.
<br />STRUCTURAL
<br />SW
<br />SHORT WAY
<br />SYM.
<br />SYMMETRICAL
<br />T/
<br />TOP OF
<br />TYP,
<br />TYPICAL
<br />UNO
<br />UNLESS NOTED OTHERWISE
<br />VERT.
<br />VERTICAL
<br />V.I.F.
<br />VERIFY IN FIELD
<br />W.P.
<br />WORK POINT
<br />W.W.F.
<br />WELDED WIRE FABRIC
<br />W/
<br />WITH
<br />ir..
<br />N rc.
<br />i
<br />Construction for:
<br />Revisions:
<br />Mark Date
<br />Im
<br />� c
<br />11MV1. U1
<br />Thorson � Baker
<br />m Associates
<br />CONSULTING
<br />E N G I N E E R S
<br />3030 West Streetsboro Road
<br />Richfield, Ohio 44286
<br />(330)659-6688 Phone
<br />(330)659-6675 Fax
<br />Architect lob No.:
<br />33N2022
<br />Nextore Store Design Revision No.:
<br />Nextore Protect
<br />Number 86841
<br />Brand design Type:
<br />ICI
<br />ISSUED FOR:
<br />® CONSTRUCTION
<br />Title
<br />Date t
<br />04/19/2022
<br />Drawn By 1
<br />E
<br />TBA
<br />Checked By -_-_
<br />T f'! F. 1
<br />
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