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The contractor shall verify dimensions and conditions before The contractor shall verify dimensions and conditions before contractor shall verify dimensions and conditions before contractor shall verify dimensions and conditions before shall verify dimensions and conditions before shall verify dimensions and conditions before verify dimensions and conditions before verify dimensions and conditions before dimensions and conditions before dimensions and conditions before and conditions before and conditions before conditions before conditions before before before construction and notify the engineer of any discrepancies, and notify the engineer of any discrepancies, and notify the engineer of any discrepancies, notify the engineer of any discrepancies, notify the engineer of any discrepancies, the engineer of any discrepancies, the engineer of any discrepancies, engineer of any discrepancies, engineer of any discrepancies, of any discrepancies, of any discrepancies, any discrepancies, any discrepancies, discrepancies, discrepancies, inconsistencies, or difficulties affecting the work before or difficulties affecting the work before or difficulties affecting the work before difficulties affecting the work before difficulties affecting the work before affecting the work before affecting the work before the work before the work before work before work before before before proceeding. 2. All design and construction work for this project shall conform All design and construction work for this project shall conform design and construction work for this project shall conform design and construction work for this project shall conform and construction work for this project shall conform and construction work for this project shall conform construction work for this project shall conform construction work for this project shall conform work for this project shall conform work for this project shall conform for this project shall conform for this project shall conform this project shall conform this project shall conform project shall conform project shall conform shall conform shall conform conform conform to the requirements of the 2018 International Building Code, as the requirements of the 2018 International Building Code, as the requirements of the 2018 International Building Code, as requirements of the 2018 International Building Code, as requirements of the 2018 International Building Code, as of the 2018 International Building Code, as of the 2018 International Building Code, as the 2018 International Building Code, as the 2018 International Building Code, as 2018 International Building Code, as 2018 International Building Code, as International Building Code, as International Building Code, as Building Code, as Building Code, as Code, as Code, as as as amended by the City of Kansas City, Missouri. 3. These drawings are for this specific project and no other use is These drawings are for this specific project and no other use is drawings are for this specific project and no other use is drawings are for this specific project and no other use is are for this specific project and no other use is are for this specific project and no other use is for this specific project and no other use is for this specific project and no other use is this specific project and no other use is this specific project and no other use is specific project and no other use is specific project and no other use is project and no other use is project and no other use is and no other use is and no other use is no other use is no other use is other use is other use is use is use is is is authorized. 4. Concrete: Concrete: A. All concrete for footings\) shall develop minimum ultimate All concrete for footings\) shall develop minimum ultimate concrete for footings\) shall develop minimum ultimate concrete for footings\) shall develop minimum ultimate for footings\) shall develop minimum ultimate for footings\) shall develop minimum ultimate footings\) shall develop minimum ultimate footings\) shall develop minimum ultimate shall develop minimum ultimate shall develop minimum ultimate develop minimum ultimate develop minimum ultimate minimum ultimate minimum ultimate ultimate ultimate compressive design strength of 3500 psi in 28 days, but design strength of 3500 psi in 28 days, but design strength of 3500 psi in 28 days, but strength of 3500 psi in 28 days, but strength of 3500 psi in 28 days, but of 3500 psi in 28 days, but of 3500 psi in 28 days, but 3500 psi in 28 days, but 3500 psi in 28 days, but psi in 28 days, but psi in 28 days, but in 28 days, but in 28 days, but 28 days, but 28 days, but days, but days, but but but not less than 500 pounds of cement shall be used per cubic less than 500 pounds of cement shall be used per cubic less than 500 pounds of cement shall be used per cubic than 500 pounds of cement shall be used per cubic than 500 pounds of cement shall be used per cubic 500 pounds of cement shall be used per cubic 500 pounds of cement shall be used per cubic pounds of cement shall be used per cubic pounds of cement shall be used per cubic of cement shall be used per cubic of cement shall be used per cubic cement shall be used per cubic cement shall be used per cubic shall be used per cubic shall be used per cubic be used per cubic be used per cubic used per cubic used per cubic per cubic per cubic cubic cubic yard of concrete regardless of strengths obtained, not of concrete regardless of strengths obtained, not of concrete regardless of strengths obtained, not concrete regardless of strengths obtained, not concrete regardless of strengths obtained, not regardless of strengths obtained, not regardless of strengths obtained, not of strengths obtained, not of strengths obtained, not strengths obtained, not strengths obtained, not obtained, not obtained, not not not over 6 gallons of water per 100 pounds of cement and not 6 gallons of water per 100 pounds of cement and not 6 gallons of water per 100 pounds of cement and not gallons of water per 100 pounds of cement and not gallons of water per 100 pounds of cement and not of water per 100 pounds of cement and not of water per 100 pounds of cement and not water per 100 pounds of cement and not water per 100 pounds of cement and not per 100 pounds of cement and not per 100 pounds of cement and not 100 pounds of cement and not 100 pounds of cement and not pounds of cement and not pounds of cement and not of cement and not of cement and not cement and not cement and not and not and not not not over 4 inches of slump. B. Contractor shall verify that all concrete inserts, reinforcing Contractor shall verify that all concrete inserts, reinforcing shall verify that all concrete inserts, reinforcing shall verify that all concrete inserts, reinforcing verify that all concrete inserts, reinforcing verify that all concrete inserts, reinforcing that all concrete inserts, reinforcing that all concrete inserts, reinforcing all concrete inserts, reinforcing all concrete inserts, reinforcing concrete inserts, reinforcing concrete inserts, reinforcing inserts, reinforcing inserts, reinforcing reinforcing reinforcing and embedded items are correctly located and rigidly embedded items are correctly located and rigidly embedded items are correctly located and rigidly items are correctly located and rigidly items are correctly located and rigidly are correctly located and rigidly are correctly located and rigidly correctly located and rigidly correctly located and rigidly located and rigidly located and rigidly and rigidly and rigidly rigidly rigidly secured prior to concrete placement. C. No aluminum items shall be embedded in any concrete. No aluminum items shall be embedded in any concrete. 5. Reinforcing Steel: Reinforcing Steel: A. All reinforcing steel shall conform to the requirements of All reinforcing steel shall conform to the requirements of reinforcing steel shall conform to the requirements of reinforcing steel shall conform to the requirements of steel shall conform to the requirements of steel shall conform to the requirements of shall conform to the requirements of shall conform to the requirements of conform to the requirements of conform to the requirements of to the requirements of to the requirements of the requirements of the requirements of requirements of requirements of of of ASTM A615 or A706 grade 60 steel. B. Clear coverage of concrete over reinforcing steel shall be Clear coverage of concrete over reinforcing steel shall be coverage of concrete over reinforcing steel shall be coverage of concrete over reinforcing steel shall be of concrete over reinforcing steel shall be of concrete over reinforcing steel shall be concrete over reinforcing steel shall be concrete over reinforcing steel shall be over reinforcing steel shall be over reinforcing steel shall be reinforcing steel shall be reinforcing steel shall be steel shall be steel shall be shall be shall be be be as follows: Concrete placed against earth 3" 3" All coverage shall be nominal bar diameter minimum. C. Accessories shall be as specified in latest edition of the Accessories shall be as specified in latest edition of the shall be as specified in latest edition of the shall be as specified in latest edition of the be as specified in latest edition of the be as specified in latest edition of the as specified in latest edition of the as specified in latest edition of the specified in latest edition of the specified in latest edition of the in latest edition of the in latest edition of the latest edition of the latest edition of the edition of the edition of the of the of the the the ACI Detailing Handbook and the concrete Reinforcing Steel Detailing Handbook and the concrete Reinforcing Steel Detailing Handbook and the concrete Reinforcing Steel Handbook and the concrete Reinforcing Steel Handbook and the concrete Reinforcing Steel and the concrete Reinforcing Steel and the concrete Reinforcing Steel the concrete Reinforcing Steel the concrete Reinforcing Steel concrete Reinforcing Steel concrete Reinforcing Steel Reinforcing Steel Reinforcing Steel Steel Steel Institute Design Handbook. Maximum accessory spacing shall Design Handbook. Maximum accessory spacing shall Design Handbook. Maximum accessory spacing shall Handbook. Maximum accessory spacing shall Handbook. Maximum accessory spacing shall Maximum accessory spacing shall Maximum accessory spacing shall Maximum accessory spacing shall accessory spacing shall accessory spacing shall spacing shall spacing shall shall shall be 4'-0" on center, and all accessories on exposed 4'-0" on center, and all accessories on exposed 4'-0" on center, and all accessories on exposed on center, and all accessories on exposed on center, and all accessories on exposed center, and all accessories on exposed center, and all accessories on exposed and all accessories on exposed and all accessories on exposed all accessories on exposed all accessories on exposed accessories on exposed accessories on exposed on exposed on exposed exposed exposed surfaces are to have plastic coated feet. 6. Structural Steel: Structural Steel: A. All structural steel beams shall be ASTM A992, grade 50 All structural steel beams shall be ASTM A992, grade 50 structural steel beams shall be ASTM A992, grade 50 structural steel beams shall be ASTM A992, grade 50 steel beams shall be ASTM A992, grade 50 steel beams shall be ASTM A992, grade 50 beams shall be ASTM A992, grade 50 beams shall be ASTM A992, grade 50 shall be ASTM A992, grade 50 shall be ASTM A992, grade 50 be ASTM A992, grade 50 be ASTM A992, grade 50 ASTM A992, grade 50 ASTM A992, grade 50 A992, grade 50 A992, grade 50 grade 50 grade 50 50 50 steel and all miscellaneous steel shall be ASTM A36 grade. and all miscellaneous steel shall be ASTM A36 grade. and all miscellaneous steel shall be ASTM A36 grade. all miscellaneous steel shall be ASTM A36 grade. all miscellaneous steel shall be ASTM A36 grade. miscellaneous steel shall be ASTM A36 grade. miscellaneous steel shall be ASTM A36 grade. steel shall be ASTM A36 grade. steel shall be ASTM A36 grade. shall be ASTM A36 grade. shall be ASTM A36 grade. be ASTM A36 grade. be ASTM A36 grade. ASTM A36 grade. ASTM A36 grade. A36 grade. A36 grade. grade. grade. Hollow Structural Sections \(HSS\) shall be ASTM A500, grade Structural Sections \(HSS\) shall be ASTM A500, grade Structural Sections \(HSS\) shall be ASTM A500, grade Sections \(HSS\) shall be ASTM A500, grade Sections \(HSS\) shall be ASTM A500, grade \(HSS\) shall be ASTM A500, grade \(HSS\) shall be ASTM A500, grade shall be ASTM A500, grade shall be ASTM A500, grade be ASTM A500, grade be ASTM A500, grade ASTM A500, grade ASTM A500, grade A500, grade A500, grade grade grade B. Fabrication and erection shall be in accordance with Fabrication and erection shall be in accordance with Fabrication and erection shall be in accordance with Fabrication and erection shall be in accordance with and erection shall be in accordance with and erection shall be in accordance with erection shall be in accordance with erection shall be in accordance with shall be in accordance with shall be in accordance with be in accordance with be in accordance with in accordance with in accordance with accordance with accordance with with with AISC 303-16 "Code of Standard Practice for Steel 303-16 "Code of Standard Practice for Steel 303-16 "Code of Standard Practice for Steel "Code of Standard Practice for Steel "Code of Standard Practice for Steel of Standard Practice for Steel of Standard Practice for Steel Standard Practice for Steel Standard Practice for Steel Practice for Steel Practice for Steel for Steel for Steel Steel Steel Buildings and Bridges" in the 15th Edition of the AISC Steel and Bridges" in the 15th Edition of the AISC Steel and Bridges" in the 15th Edition of the AISC Steel Bridges" in the 15th Edition of the AISC Steel Bridges" in the 15th Edition of the AISC Steel in the 15th Edition of the AISC Steel in the 15th Edition of the AISC Steel the 15th Edition of the AISC Steel the 15th Edition of the AISC Steel 15th Edition of the AISC Steel 15th Edition of the AISC Steel Edition of the AISC Steel Edition of the AISC Steel of the AISC Steel of the AISC Steel the AISC Steel the AISC Steel AISC Steel AISC Steel Steel Steel Construction Manual. B. All welding shall conform to the recommendations of the All welding shall conform to the recommendations of the welding shall conform to the recommendations of the welding shall conform to the recommendations of the shall conform to the recommendations of the shall conform to the recommendations of the conform to the recommendations of the conform to the recommendations of the to the recommendations of the to the recommendations of the the recommendations of the the recommendations of the recommendations of the recommendations of the of the of the the the AWS. C. All bolts not otherwise specified shall be 3/4" diameter high All bolts not otherwise specified shall be 3/4" diameter high bolts not otherwise specified shall be 3/4" diameter high bolts not otherwise specified shall be 3/4" diameter high not otherwise specified shall be 3/4" diameter high not otherwise specified shall be 3/4" diameter high otherwise specified shall be 3/4" diameter high otherwise specified shall be 3/4" diameter high specified shall be 3/4" diameter high specified shall be 3/4" diameter high shall be 3/4" diameter high shall be 3/4" diameter high be 3/4" diameter high be 3/4" diameter high 3/4" diameter high 3/4" diameter high diameter high diameter high high high strength \(ASTM A325-N\). All bolts shall be fully \(ASTM A325-N\). All bolts shall be fully \(ASTM A325-N\). All bolts shall be fully A325-N\). All bolts shall be fully A325-N\). All bolts shall be fully All bolts shall be fully All bolts shall be fully All bolts shall be fully bolts shall be fully bolts shall be fully shall be fully shall be fully be fully be fully fully fully pretensioned. D. All anchor bolts shall be 3/4" diameter, ASTM F1554, Grade All anchor bolts shall be 3/4" diameter, ASTM F1554, Grade anchor bolts shall be 3/4" diameter, ASTM F1554, Grade anchor bolts shall be 3/4" diameter, ASTM F1554, Grade bolts shall be 3/4" diameter, ASTM F1554, Grade bolts shall be 3/4" diameter, ASTM F1554, Grade shall be 3/4" diameter, ASTM F1554, Grade shall be 3/4" diameter, ASTM F1554, Grade be 3/4" diameter, ASTM F1554, Grade be 3/4" diameter, ASTM F1554, Grade 3/4" diameter, ASTM F1554, Grade 3/4" diameter, ASTM F1554, Grade diameter, ASTM F1554, Grade diameter, ASTM F1554, Grade ASTM F1554, Grade ASTM F1554, Grade F1554, Grade F1554, Grade Grade Grade 36 unless noted otherwise. Washers of minimum size and unless noted otherwise. Washers of minimum size and unless noted otherwise. Washers of minimum size and noted otherwise. Washers of minimum size and noted otherwise. Washers of minimum size and otherwise. Washers of minimum size and otherwise. Washers of minimum size and Washers of minimum size and Washers of minimum size and Washers of minimum size and of minimum size and of minimum size and minimum size and minimum size and size and size and and and thickness for the given anchor diameter in Table 14-2 of the for the given anchor diameter in Table 14-2 of the for the given anchor diameter in Table 14-2 of the the given anchor diameter in Table 14-2 of the the given anchor diameter in Table 14-2 of the given anchor diameter in Table 14-2 of the given anchor diameter in Table 14-2 of the anchor diameter in Table 14-2 of the anchor diameter in Table 14-2 of the diameter in Table 14-2 of the diameter in Table 14-2 of the in Table 14-2 of the in Table 14-2 of the Table 14-2 of the Table 14-2 of the 14-2 of the 14-2 of the of the of the the the AISC Steel Construction Manual shall be provided at every Steel Construction Manual shall be provided at every Steel Construction Manual shall be provided at every Construction Manual shall be provided at every Construction Manual shall be provided at every Manual shall be provided at every Manual shall be provided at every shall be provided at every shall be provided at every be provided at every be provided at every provided at every provided at every at every at every every every column anchor bolt. Washers shall have a standard size anchor bolt. Washers shall have a standard size anchor bolt. Washers shall have a standard size bolt. Washers shall have a standard size bolt. Washers shall have a standard size Washers shall have a standard size Washers shall have a standard size Washers shall have a standard size shall have a standard size shall have a standard size have a standard size have a standard size a standard size a standard size standard size standard size size size hole for the anchor bolt. 7. Post-Installed Anchors: Post-Installed Anchors: A. Post-installed anchors shall be used only where specified on Post-installed anchors shall be used only where specified on anchors shall be used only where specified on anchors shall be used only where specified on shall be used only where specified on shall be used only where specified on be used only where specified on be used only where specified on used only where specified on used only where specified on only where specified on only where specified on where specified on where specified on specified on specified on on on the drawings unless approved in writing by the engineer of drawings unless approved in writing by the engineer of drawings unless approved in writing by the engineer of unless approved in writing by the engineer of unless approved in writing by the engineer of approved in writing by the engineer of approved in writing by the engineer of in writing by the engineer of in writing by the engineer of writing by the engineer of writing by the engineer of by the engineer of by the engineer of the engineer of the engineer of engineer of engineer of of of record. See drawings for anchor diameter, spacing and See drawings for anchor diameter, spacing and See drawings for anchor diameter, spacing and See drawings for anchor diameter, spacing and drawings for anchor diameter, spacing and drawings for anchor diameter, spacing and for anchor diameter, spacing and for anchor diameter, spacing and anchor diameter, spacing and anchor diameter, spacing and diameter, spacing and diameter, spacing and spacing and spacing and and and embedment. Performance values of the anchors shall be Performance values of the anchors shall be Performance values of the anchors shall be Performance values of the anchors shall be values of the anchors shall be values of the anchors shall be of the anchors shall be of the anchors shall be the anchors shall be the anchors shall be anchors shall be anchors shall be shall be shall be be be obtained for specified products using appropriate design for specified products using appropriate design for specified products using appropriate design specified products using appropriate design specified products using appropriate design products using appropriate design products using appropriate design using appropriate design using appropriate design appropriate design appropriate design design design procedures and/or standards as required by the governing and/or standards as required by the governing and/or standards as required by the governing standards as required by the governing standards as required by the governing as required by the governing as required by the governing required by the governing required by the governing by the governing by the governing the governing the governing governing governing building code. Anchors installed in concrete shall have an code. Anchors installed in concrete shall have an code. Anchors installed in concrete shall have an Anchors installed in concrete shall have an Anchors installed in concrete shall have an Anchors installed in concrete shall have an installed in concrete shall have an installed in concrete shall have an in concrete shall have an in concrete shall have an concrete shall have an concrete shall have an shall have an shall have an have an have an an an ICC-ES Evaluation Service Report. Special inspection is Evaluation Service Report. Special inspection is Evaluation Service Report. Special inspection is Service Report. Special inspection is Service Report. Special inspection is Report. Special inspection is Report. Special inspection is Special inspection is Special inspection is Special inspection is inspection is inspection is is is required for all post-installed anchors. The general for all post-installed anchors. The general for all post-installed anchors. The general all post-installed anchors. The general all post-installed anchors. The general post-installed anchors. The general post-installed anchors. The general anchors. The general anchors. The general The general The general general general contractor shall coordinate an on-site meeting with the shall coordinate an on-site meeting with the shall coordinate an on-site meeting with the coordinate an on-site meeting with the coordinate an on-site meeting with the an on-site meeting with the an on-site meeting with the on-site meeting with the on-site meeting with the meeting with the meeting with the with the with the the the post-installed anchor manufacturer field representative and anchor manufacturer field representative and anchor manufacturer field representative and manufacturer field representative and manufacturer field representative and field representative and field representative and representative and representative and and and subcontractor performing the anchor installation to educate performing the anchor installation to educate performing the anchor installation to educate the anchor installation to educate the anchor installation to educate anchor installation to educate anchor installation to educate installation to educate installation to educate to educate to educate educate educate the construction team on the anchor installation guidelines construction team on the anchor installation guidelines construction team on the anchor installation guidelines team on the anchor installation guidelines team on the anchor installation guidelines on the anchor installation guidelines on the anchor installation guidelines the anchor installation guidelines the anchor installation guidelines anchor installation guidelines anchor installation guidelines installation guidelines installation guidelines guidelines guidelines and requirements. The contractor shall send a record copy requirements. The contractor shall send a record copy requirements. The contractor shall send a record copy The contractor shall send a record copy The contractor shall send a record copy contractor shall send a record copy contractor shall send a record copy shall send a record copy shall send a record copy send a record copy send a record copy a record copy a record copy record copy record copy copy copy of the meeting meetings to the design team. B. Mechanical anchors used in cracked and uncracked Mechanical anchors used in cracked and uncracked anchors used in cracked and uncracked anchors used in cracked and uncracked used in cracked and uncracked used in cracked and uncracked in cracked and uncracked in cracked and uncracked cracked and uncracked cracked and uncracked and uncracked and uncracked uncracked uncracked concrete shall have been tested and qualified for use in shall have been tested and qualified for use in shall have been tested and qualified for use in have been tested and qualified for use in have been tested and qualified for use in been tested and qualified for use in been tested and qualified for use in tested and qualified for use in tested and qualified for use in and qualified for use in and qualified for use in qualified for use in qualified for use in for use in for use in use in use in in in accordance with ACI 355.2 and ICC-ES AC193. All anchors with ACI 355.2 and ICC-ES AC193. All anchors with ACI 355.2 and ICC-ES AC193. All anchors ACI 355.2 and ICC-ES AC193. All anchors ACI 355.2 and ICC-ES AC193. All anchors 355.2 and ICC-ES AC193. All anchors 355.2 and ICC-ES AC193. All anchors and ICC-ES AC193. All anchors and ICC-ES AC193. All anchors ICC-ES AC193. All anchors ICC-ES AC193. All anchors AC193. All anchors AC193. All anchors All anchors All anchors All anchors anchors anchors shall be installed per the anchor manufacturer's written be installed per the anchor manufacturer's written be installed per the anchor manufacturer's written installed per the anchor manufacturer's written installed per the anchor manufacturer's written per the anchor manufacturer's written per the anchor manufacturer's written the anchor manufacturer's written the anchor manufacturer's written anchor manufacturer's written anchor manufacturer's written manufacturer's written manufacturer's written written written instructions. 8. Foundations: Foundations: A. Spread footings, grade beams, and retaining walls are Spread footings, grade beams, and retaining walls are footings, grade beams, and retaining walls are footings, grade beams, and retaining walls are grade beams, and retaining walls are grade beams, and retaining walls are beams, and retaining walls are beams, and retaining walls are and retaining walls are and retaining walls are retaining walls are retaining walls are walls are walls are are are designed to bear on undisturbed soil capable of safely to bear on undisturbed soil capable of safely to bear on undisturbed soil capable of safely bear on undisturbed soil capable of safely bear on undisturbed soil capable of safely on undisturbed soil capable of safely on undisturbed soil capable of safely undisturbed soil capable of safely undisturbed soil capable of safely soil capable of safely soil capable of safely capable of safely capable of safely of safely of safely safely safely sustaining 2,000 psf. B. All foundation excavations shall be inspected by a qualified All foundation excavations shall be inspected by a qualified foundation excavations shall be inspected by a qualified foundation excavations shall be inspected by a qualified excavations shall be inspected by a qualified excavations shall be inspected by a qualified shall be inspected by a qualified shall be inspected by a qualified be inspected by a qualified be inspected by a qualified inspected by a qualified inspected by a qualified by a qualified by a qualified a qualified a qualified qualified qualified soil engineer, approved by the architect and/or structural engineer, approved by the architect and/or structural engineer, approved by the architect and/or structural approved by the architect and/or structural approved by the architect and/or structural by the architect and/or structural by the architect and/or structural the architect and/or structural the architect and/or structural architect and/or structural architect and/or structural and/or structural and/or structural structural structural engineer, prior to placement of steel or concrete. This prior to placement of steel or concrete. This prior to placement of steel or concrete. This to placement of steel or concrete. This to placement of steel or concrete. This placement of steel or concrete. This placement of steel or concrete. This of steel or concrete. This of steel or concrete. This steel or concrete. This steel or concrete. This or concrete. This or concrete. This concrete. This concrete. This This This This inspection shall be at the owner's expense. 9. Timber and Wood Framing: Timber and Wood Framing: A. Quality and construction of wood framing members and their Quality and construction of wood framing members and their and construction of wood framing members and their and construction of wood framing members and their construction of wood framing members and their construction of wood framing members and their of wood framing members and their of wood framing members and their wood framing members and their wood framing members and their framing members and their framing members and their members and their members and their and their and their their their fasteners for load supporting purposes not otherwise for load supporting purposes not otherwise for load supporting purposes not otherwise load supporting purposes not otherwise load supporting purposes not otherwise supporting purposes not otherwise supporting purposes not otherwise purposes not otherwise purposes not otherwise not otherwise not otherwise otherwise otherwise indicated on the drawings shall be in accordance with the on the drawings shall be in accordance with the on the drawings shall be in accordance with the the drawings shall be in accordance with the the drawings shall be in accordance with the drawings shall be in accordance with the drawings shall be in accordance with the shall be in accordance with the shall be in accordance with the be in accordance with the be in accordance with the in accordance with the in accordance with the accordance with the accordance with the with the with the the the 2018 International Building Code. B. All studs, joists, and top and bottom plates shall be Douglas All studs, joists, and top and bottom plates shall be Douglas studs, joists, and top and bottom plates shall be Douglas studs, joists, and top and bottom plates shall be Douglas joists, and top and bottom plates shall be Douglas joists, and top and bottom plates shall be Douglas and top and bottom plates shall be Douglas and top and bottom plates shall be Douglas top and bottom plates shall be Douglas top and bottom plates shall be Douglas and bottom plates shall be Douglas and bottom plates shall be Douglas bottom plates shall be Douglas bottom plates shall be Douglas plates shall be Douglas plates shall be Douglas shall be Douglas shall be Douglas be Douglas be Douglas Douglas Douglas Fir No. 2 grade visually graded lumber, with an allowable No. 2 grade visually graded lumber, with an allowable No. 2 grade visually graded lumber, with an allowable 2 grade visually graded lumber, with an allowable 2 grade visually graded lumber, with an allowable grade visually graded lumber, with an allowable grade visually graded lumber, with an allowable visually graded lumber, with an allowable visually graded lumber, with an allowable graded lumber, with an allowable graded lumber, with an allowable lumber, with an allowable lumber, with an allowable with an allowable with an allowable an allowable an allowable allowable allowable fiber stress in bending of 900 psi minimum and an elastic stress in bending of 900 psi minimum and an elastic stress in bending of 900 psi minimum and an elastic in bending of 900 psi minimum and an elastic in bending of 900 psi minimum and an elastic bending of 900 psi minimum and an elastic bending of 900 psi minimum and an elastic of 900 psi minimum and an elastic of 900 psi minimum and an elastic 900 psi minimum and an elastic 900 psi minimum and an elastic psi minimum and an elastic psi minimum and an elastic minimum and an elastic minimum and an elastic and an elastic and an elastic an elastic an elastic elastic elastic modulus of 1,600,000psi unless noted otherwise. C. Sill plates shall be bolted to concrete walls or steel beams Sill plates shall be bolted to concrete walls or steel beams plates shall be bolted to concrete walls or steel beams plates shall be bolted to concrete walls or steel beams shall be bolted to concrete walls or steel beams shall be bolted to concrete walls or steel beams be bolted to concrete walls or steel beams be bolted to concrete walls or steel beams bolted to concrete walls or steel beams bolted to concrete walls or steel beams to concrete walls or steel beams to concrete walls or steel beams concrete walls or steel beams concrete walls or steel beams walls or steel beams walls or steel beams or steel beams or steel beams steel beams steel beams beams beams with 1/2" diameter bolts at 32" on center. Plates in direct 1/2" diameter bolts at 32" on center. Plates in direct 1/2" diameter bolts at 32" on center. Plates in direct diameter bolts at 32" on center. Plates in direct diameter bolts at 32" on center. Plates in direct bolts at 32" on center. Plates in direct bolts at 32" on center. Plates in direct at 32" on center. Plates in direct at 32" on center. Plates in direct 32" on center. Plates in direct 32" on center. Plates in direct on center. Plates in direct on center. Plates in direct center. Plates in direct center. Plates in direct Plates in direct Plates in direct Plates in direct in direct in direct direct direct contact with concrete shall be treated lumber. D. Joist hangers shall have Uniform Building Code approval and Joist hangers shall have Uniform Building Code approval and hangers shall have Uniform Building Code approval and hangers shall have Uniform Building Code approval and shall have Uniform Building Code approval and shall have Uniform Building Code approval and have Uniform Building Code approval and have Uniform Building Code approval and Uniform Building Code approval and Uniform Building Code approval and Building Code approval and Building Code approval and Code approval and Code approval and approval and approval and and and shall be equal to Simpson Strong Tie "LUS" for wood be equal to Simpson Strong Tie "LUS" for wood be equal to Simpson Strong Tie "LUS" for wood equal to Simpson Strong Tie "LUS" for wood equal to Simpson Strong Tie "LUS" for wood to Simpson Strong Tie "LUS" for wood to Simpson Strong Tie "LUS" for wood Simpson Strong Tie "LUS" for wood Simpson Strong Tie "LUS" for wood Strong Tie "LUS" for wood Strong Tie "LUS" for wood Tie "LUS" for wood Tie "LUS" for wood "LUS" for wood "LUS" for wood for wood for wood wood wood application. E. Service condition - dry with moisture content at or below Service condition - dry with moisture content at or below condition - dry with moisture content at or below condition - dry with moisture content at or below - dry with moisture content at or below - dry with moisture content at or below dry with moisture content at or below dry with moisture content at or below with moisture content at or below with moisture content at or below moisture content at or below moisture content at or below content at or below content at or below at or below at or below or below or below below below 19% in service. F. Laminated veneer lumber \(LVL\) shall have an allowable Laminated veneer lumber \(LVL\) shall have an allowable veneer lumber \(LVL\) shall have an allowable veneer lumber \(LVL\) shall have an allowable lumber \(LVL\) shall have an allowable lumber \(LVL\) shall have an allowable \(LVL\) shall have an allowable \(LVL\) shall have an allowable shall have an allowable shall have an allowable have an allowable have an allowable an allowable an allowable allowable allowable flexural stress \(F \) of 2,600 psi \(reduced by size factor\) stress \(F \) of 2,600 psi \(reduced by size factor\) stress \(F \) of 2,600 psi \(reduced by size factor\) \(F \) of 2,600 psi \(reduced by size factor\) \(F \) of 2,600 psi \(reduced by size factor\) b\) of 2,600 psi \(reduced by size factor\) of 2,600 psi \(reduced by size factor\) of 2,600 psi \(reduced by size factor\) 2,600 psi \(reduced by size factor\) 2,600 psi \(reduced by size factor\) psi \(reduced by size factor\) psi \(reduced by size factor\) \(reduced by size factor\) \(reduced by size factor\) by size factor\) by size factor\) size factor\) size factor\) factor\) factor\) and an elastic modulus \(E\) of 2,000,000 psi. 10. Shop Drawing Review: Shop Drawing Review: A. Bob D. Campbell and Company, Inc. will review the General Bob D. Campbell and Company, Inc. will review the General D. Campbell and Company, Inc. will review the General D. Campbell and Company, Inc. will review the General Campbell and Company, Inc. will review the General Campbell and Company, Inc. will review the General and Company, Inc. will review the General and Company, Inc. will review the General Company, Inc. will review the General Company, Inc. will review the General Inc. will review the General Inc. will review the General will review the General will review the General review the General review the General the General the General General General Contractor's \(GC\) shop drawings and related submittals \(as \(GC\) shop drawings and related submittals \(as \(GC\) shop drawings and related submittals \(as shop drawings and related submittals \(as shop drawings and related submittals \(as drawings and related submittals \(as drawings and related submittals \(as and related submittals \(as and related submittals \(as related submittals \(as related submittals \(as submittals \(as submittals \(as \(as \(as indicated below\) with respect to the ability of the detailed below\) with respect to the ability of the detailed below\) with respect to the ability of the detailed with respect to the ability of the detailed with respect to the ability of the detailed respect to the ability of the detailed respect to the ability of the detailed to the ability of the detailed to the ability of the detailed the ability of the detailed the ability of the detailed ability of the detailed ability of the detailed of the detailed of the detailed the detailed the detailed detailed detailed work, when complete, to be a properly functioning integral when complete, to be a properly functioning integral when complete, to be a properly functioning integral complete, to be a properly functioning integral complete, to be a properly functioning integral to be a properly functioning integral to be a properly functioning integral be a properly functioning integral be a properly functioning integral a properly functioning integral a properly functioning integral properly functioning integral properly functioning integral functioning integral functioning integral integral integral element of the overall structural system designed by Bob D. of the overall structural system designed by Bob D. of the overall structural system designed by Bob D. the overall structural system designed by Bob D. the overall structural system designed by Bob D. overall structural system designed by Bob D. overall structural system designed by Bob D. structural system designed by Bob D. structural system designed by Bob D. system designed by Bob D. system designed by Bob D. designed by Bob D. designed by Bob D. by Bob D. by Bob D. Bob D. Bob D. D. D. Campbell and Company, Inc. B. Prior to submittal of a shop drawing or any related material Prior to submittal of a shop drawing or any related material to submittal of a shop drawing or any related material to submittal of a shop drawing or any related material submittal of a shop drawing or any related material submittal of a shop drawing or any related material of a shop drawing or any related material of a shop drawing or any related material a shop drawing or any related material a shop drawing or any related material shop drawing or any related material shop drawing or any related material drawing or any related material drawing or any related material or any related material or any related material any related material any related material related material related material material material to Bob D. Campbell and Company, Inc., the GC shall: 1\) Review each submission for conformance with the Review each submission for conformance with the each submission for conformance with the each submission for conformance with the submission for conformance with the submission for conformance with the for conformance with the for conformance with the conformance with the conformance with the with the with the the the means, methods, techniques, sequences and operations methods, techniques, sequences and operations methods, techniques, sequences and operations techniques, sequences and operations techniques, sequences and operations sequences and operations sequences and operations and operations and operations operations operations of construction and safety precautions and programs construction and safety precautions and programs construction and safety precautions and programs and safety precautions and programs and safety precautions and programs safety precautions and programs safety precautions and programs precautions and programs precautions and programs and programs and programs programs programs incidental thereto, all of which are the sole thereto, all of which are the sole thereto, all of which are the sole all of which are the sole all of which are the sole of which are the sole of which are the sole which are the sole which are the sole are the sole are the sole the sole the sole sole sole responsibility of the GC. 2\) Review and approve each submission. Review and approve each submission. 3\) Stamp each submission as approved. Stamp each submission as approved. C. Bob D. Campbell and Company, Inc. shall assume that no Bob D. Campbell and Company, Inc. shall assume that no D. Campbell and Company, Inc. shall assume that no D. Campbell and Company, Inc. shall assume that no Campbell and Company, Inc. shall assume that no Campbell and Company, Inc. shall assume that no and Company, Inc. shall assume that no and Company, Inc. shall assume that no Company, Inc. shall assume that no Company, Inc. shall assume that no Inc. shall assume that no Inc. shall assume that no shall assume that no shall assume that no assume that no assume that no that no that no no no submission comprises a variation unless the GC advises Bob comprises a variation unless the GC advises Bob comprises a variation unless the GC advises Bob a variation unless the GC advises Bob a variation unless the GC advises Bob variation unless the GC advises Bob variation unless the GC advises Bob unless the GC advises Bob unless the GC advises Bob the GC advises Bob the GC advises Bob GC advises Bob GC advises Bob advises Bob advises Bob Bob Bob D. Campbell and Company, Inc. with written documentation. D. Shop drawings and related material \(if any\) required are Shop drawings and related material \(if any\) required are drawings and related material \(if any\) required are drawings and related material \(if any\) required are and related material \(if any\) required are and related material \(if any\) required are related material \(if any\) required are related material \(if any\) required are material \(if any\) required are material \(if any\) required are \(if any\) required are \(if any\) required are any\) required are any\) required are required are required are are are indicated below. Should Bob D. Campbell and Company, Inc. below. Should Bob D. Campbell and Company, Inc. below. Should Bob D. Campbell and Company, Inc. Should Bob D. Campbell and Company, Inc. Should Bob D. Campbell and Company, Inc. Should Bob D. Campbell and Company, Inc. Bob D. Campbell and Company, Inc. Bob D. Campbell and Company, Inc. D. Campbell and Company, Inc. D. Campbell and Company, Inc. Campbell and Company, Inc. Campbell and Company, Inc. and Company, Inc. and Company, Inc. Company, Inc. Company, Inc. Inc. Inc. require more than ten \(10\) working days to perform the more than ten \(10\) working days to perform the more than ten \(10\) working days to perform the than ten \(10\) working days to perform the than ten \(10\) working days to perform the ten \(10\) working days to perform the ten \(10\) working days to perform the \(10\) working days to perform the \(10\) working days to perform the working days to perform the working days to perform the days to perform the days to perform the to perform the to perform the perform the perform the the the review, Bob D. Campbell and Company, Inc. shall so notify Bob D. Campbell and Company, Inc. shall so notify Bob D. Campbell and Company, Inc. shall so notify D. Campbell and Company, Inc. shall so notify D. Campbell and Company, Inc. shall so notify Campbell and Company, Inc. shall so notify Campbell and Company, Inc. shall so notify and Company, Inc. shall so notify and Company, Inc. shall so notify Company, Inc. shall so notify Company, Inc. shall so notify Inc. shall so notify Inc. shall so notify shall so notify shall so notify so notify so notify notify notify the GC. 1\) Structural steel shop drawings including erection Structural steel shop drawings including erection steel shop drawings including erection steel shop drawings including erection shop drawings including erection shop drawings including erection drawings including erection drawings including erection including erection including erection erection erection drawings and piece details. Include miscellaneous and piece details. Include miscellaneous and piece details. Include miscellaneous piece details. Include miscellaneous piece details. Include miscellaneous details. Include miscellaneous details. Include miscellaneous Include miscellaneous Include miscellaneous Include miscellaneous miscellaneous miscellaneous framing specified on the structural drawings, but do not specified on the structural drawings, but do not specified on the structural drawings, but do not on the structural drawings, but do not on the structural drawings, but do not the structural drawings, but do not the structural drawings, but do not structural drawings, but do not structural drawings, but do not drawings, but do not drawings, but do not but do not but do not do not do not not not submit framing specified on non-structural drawings for framing specified on non-structural drawings for framing specified on non-structural drawings for specified on non-structural drawings for specified on non-structural drawings for on non-structural drawings for on non-structural drawings for non-structural drawings for non-structural drawings for drawings for drawings for for for Bob D. Campbell and Company, Inc. review. E. Bob D. Campbell and Company, Inc. shall review shop Bob D. Campbell and Company, Inc. shall review shop D. Campbell and Company, Inc. shall review shop D. Campbell and Company, Inc. shall review shop Campbell and Company, Inc. shall review shop Campbell and Company, Inc. shall review shop and Company, Inc. shall review shop and Company, Inc. shall review shop Company, Inc. shall review shop Company, Inc. shall review shop Inc. shall review shop Inc. shall review shop shall review shop shall review shop review shop review shop shop shop drawings and related materials with comments provided that and related materials with comments provided that and related materials with comments provided that related materials with comments provided that related materials with comments provided that materials with comments provided that materials with comments provided that with comments provided that with comments provided that comments provided that comments provided that provided that provided that that that each submission has met the above requirements. Bob D. submission has met the above requirements. Bob D. submission has met the above requirements. Bob D. has met the above requirements. Bob D. has met the above requirements. Bob D. met the above requirements. Bob D. met the above requirements. Bob D. the above requirements. Bob D. the above requirements. Bob D. above requirements. Bob D. above requirements. Bob D. requirements. Bob D. requirements. Bob D. Bob D. Bob D. Bob D. D. D. Campbell and Company, Inc. shall return without comment and Company, Inc. shall return without comment and Company, Inc. shall return without comment Company, Inc. shall return without comment Company, Inc. shall return without comment Inc. shall return without comment Inc. shall return without comment shall return without comment shall return without comment return without comment return without comment without comment without comment comment comment unrequired material or submissions without GC approval material or submissions without GC approval material or submissions without GC approval or submissions without GC approval or submissions without GC approval submissions without GC approval submissions without GC approval without GC approval without GC approval GC approval GC approval approval approval stamp. 11. Statement of Structural Special Inspection: Statement of Structural Special Inspection: A. The structural design for this project is based on The structural design for this project is based on structural design for this project is based on structural design for this project is based on design for this project is based on design for this project is based on for this project is based on for this project is based on this project is based on this project is based on project is based on project is based on is based on is based on based on based on on on completion of special inspections during construction in of special inspections during construction in of special inspections during construction in special inspections during construction in special inspections during construction in inspections during construction in inspections during construction in during construction in during construction in construction in construction in in in accordance with section 1704 of the 2018 International with section 1704 of the 2018 International with section 1704 of the 2018 International section 1704 of the 2018 International section 1704 of the 2018 International 1704 of the 2018 International 1704 of the 2018 International of the 2018 International of the 2018 International the 2018 International the 2018 International 2018 International 2018 International International International Building Code. The owner shall employ one or more Code. The owner shall employ one or more Code. The owner shall employ one or more The owner shall employ one or more The owner shall employ one or more The owner shall employ one or more owner shall employ one or more owner shall employ one or more shall employ one or more shall employ one or more employ one or more employ one or more one or more one or more or more or more more more qualified special inspectors to provide the required special special inspectors to provide the required special special inspectors to provide the required special inspectors to provide the required special inspectors to provide the required special to provide the required special to provide the required special provide the required special provide the required special the required special the required special required special required special special special inspections. B. The following inspections and tests are required with the The following inspections and tests are required with the following inspections and tests are required with the following inspections and tests are required with the inspections and tests are required with the inspections and tests are required with the and tests are required with the and tests are required with the tests are required with the tests are required with the are required with the are required with the required with the required with the with the with the the the frequency \(continuous or periodic\) as defined within the \(continuous or periodic\) as defined within the \(continuous or periodic\) as defined within the or periodic\) as defined within the or periodic\) as defined within the periodic\) as defined within the periodic\) as defined within the as defined within the as defined within the defined within the defined within the within the within the the the referenced section or standard listed below. The General section or standard listed below. The General section or standard listed below. The General or standard listed below. The General or standard listed below. The General standard listed below. The General standard listed below. The General listed below. The General listed below. The General below. The General below. The General The General The General The General General General Contractor shall provide notification to the inspector when shall provide notification to the inspector when shall provide notification to the inspector when provide notification to the inspector when provide notification to the inspector when notification to the inspector when notification to the inspector when to the inspector when to the inspector when the inspector when the inspector when inspector when inspector when when when items requiring inspection are ready to be inspected and requiring inspection are ready to be inspected and requiring inspection are ready to be inspected and inspection are ready to be inspected and inspection are ready to be inspected and are ready to be inspected and are ready to be inspected and ready to be inspected and ready to be inspected and to be inspected and to be inspected and be inspected and be inspected and inspected and inspected and and and provide access for those inspections. 1\) Steel Construction per Section 1705.2 and the quality Steel Construction per Section 1705.2 and the quality Construction per Section 1705.2 and the quality Construction per Section 1705.2 and the quality per Section 1705.2 and the quality per Section 1705.2 and the quality Section 1705.2 and the quality Section 1705.2 and the quality 1705.2 and the quality 1705.2 and the quality and the quality and the quality the quality the quality quality quality assurance requirements of AISC 341 Chapter J \(as requirements of AISC 341 Chapter J \(as requirements of AISC 341 Chapter J \(as of AISC 341 Chapter J \(as of AISC 341 Chapter J \(as AISC 341 Chapter J \(as AISC 341 Chapter J \(as 341 Chapter J \(as 341 Chapter J \(as Chapter J \(as Chapter J \(as J \(as J \(as \(as \(as referenced by AISC 360\) 2\) Concrete Construction per Section 1705.3 and Table Concrete Construction per Section 1705.3 and Table Construction per Section 1705.3 and Table Construction per Section 1705.3 and Table per Section 1705.3 and Table per Section 1705.3 and Table Section 1705.3 and Table Section 1705.3 and Table 1705.3 and Table 1705.3 and Table and Table and Table Table Table 1705.3 a. Reinforcing Steel Placement Reinforcing Steel Placement b. Post Installed Anchors Post Installed Anchors c. Concrete Sampling and Testing Concrete Sampling and Testing 3\) Verification of Soils per Table 1705.6 Verification of Soils per Table 1705.6 C. The special inspector shall furnish inspection reports to the The special inspector shall furnish inspection reports to the special inspector shall furnish inspection reports to the special inspector shall furnish inspection reports to the inspector shall furnish inspection reports to the inspector shall furnish inspection reports to the shall furnish inspection reports to the shall furnish inspection reports to the furnish inspection reports to the furnish inspection reports to the inspection reports to the inspection reports to the reports to the reports to the to the to the the the building official, owner, architect and structural engineer, and official, owner, architect and structural engineer, and official, owner, architect and structural engineer, and owner, architect and structural engineer, and owner, architect and structural engineer, and architect and structural engineer, and architect and structural engineer, and and structural engineer, and and structural engineer, and structural engineer, and structural engineer, and engineer, and engineer, and and and any other designated person. D. All discrepancies shall be brought to the immediate All discrepancies shall be brought to the immediate discrepancies shall be brought to the immediate discrepancies shall be brought to the immediate shall be brought to the immediate shall be brought to the immediate be brought to the immediate be brought to the immediate brought to the immediate brought to the immediate to the immediate to the immediate the immediate the immediate immediate immediate attention of the contractor for correction, then, if of the contractor for correction, then, if of the contractor for correction, then, if the contractor for correction, then, if the contractor for correction, then, if contractor for correction, then, if contractor for correction, then, if for correction, then, if for correction, then, if correction, then, if correction, then, if then, if then, if if if uncorrected, to the proper design authority, building official to the proper design authority, building official to the proper design authority, building official the proper design authority, building official the proper design authority, building official proper design authority, building official proper design authority, building official design authority, building official design authority, building official authority, building official authority, building official building official building official official official and structural engineer. E. The special inspector shall submit a final signed report The special inspector shall submit a final signed report special inspector shall submit a final signed report special inspector shall submit a final signed report inspector shall submit a final signed report inspector shall submit a final signed report shall submit a final signed report shall submit a final signed report submit a final signed report submit a final signed report a final signed report a final signed report final signed report final signed report signed report signed report report report stating that the work requiring special inspection was, to the that the work requiring special inspection was, to the that the work requiring special inspection was, to the the work requiring special inspection was, to the the work requiring special inspection was, to the work requiring special inspection was, to the work requiring special inspection was, to the requiring special inspection was, to the requiring special inspection was, to the special inspection was, to the special inspection was, to the inspection was, to the inspection was, to the was, to the was, to the to the to the the the best of the inspector's knowledge, in conformance with the of the inspector's knowledge, in conformance with the of the inspector's knowledge, in conformance with the the inspector's knowledge, in conformance with the the inspector's knowledge, in conformance with the inspector's knowledge, in conformance with the inspector's knowledge, in conformance with the knowledge, in conformance with the knowledge, in conformance with the in conformance with the in conformance with the conformance with the conformance with the with the with the the the approved plans and specifications and the applicable plans and specifications and the applicable plans and specifications and the applicable and specifications and the applicable and specifications and the applicable specifications and the applicable specifications and the applicable and the applicable and the applicable the applicable the applicable applicable applicable workmanship provisions of the building code. 12. Copyright and Disclaimer: Copyright and Disclaimer: A. All drawings in the structural set \(S-series drawings\) are All drawings in the structural set \(S-series drawings\) are drawings in the structural set \(S-series drawings\) are drawings in the structural set \(S-series drawings\) are in the structural set \(S-series drawings\) are in the structural set \(S-series drawings\) are the structural set \(S-series drawings\) are the structural set \(S-series drawings\) are structural set \(S-series drawings\) are structural set \(S-series drawings\) are set \(S-series drawings\) are set \(S-series drawings\) are \(S-series drawings\) are \(S-series drawings\) are drawings\) are drawings\) are are are the copyrighted work of Bob D. Campbell and company, Inc. copyrighted work of Bob D. Campbell and company, Inc. copyrighted work of Bob D. Campbell and company, Inc. work of Bob D. Campbell and company, Inc. work of Bob D. Campbell and company, Inc. of Bob D. Campbell and company, Inc. of Bob D. Campbell and company, Inc. Bob D. Campbell and company, Inc. Bob D. Campbell and company, Inc. D. Campbell and company, Inc. D. Campbell and company, Inc. Campbell and company, Inc. Campbell and company, Inc. and company, Inc. and company, Inc. company, Inc. company, Inc. Inc. Inc. These drawings may not be photographed, traced, or copies drawings may not be photographed, traced, or copies drawings may not be photographed, traced, or copies may not be photographed, traced, or copies may not be photographed, traced, or copies not be photographed, traced, or copies not be photographed, traced, or copies be photographed, traced, or copies be photographed, traced, or copies photographed, traced, or copies photographed, traced, or copies traced, or copies traced, or copies or copies or copies copies copies in any manner without the written permission of Bob D. any manner without the written permission of Bob D. any manner without the written permission of Bob D. manner without the written permission of Bob D. manner without the written permission of Bob D. without the written permission of Bob D. without the written permission of Bob D. the written permission of Bob D. the written permission of Bob D. written permission of Bob D. written permission of Bob D. permission of Bob D. permission of Bob D. of Bob D. of Bob D. Bob D. Bob D. D. D. Campbell and Company, Inc. Exception: Original drawings and Company, Inc. Exception: Original drawings and Company, Inc. Exception: Original drawings Company, Inc. Exception: Original drawings Company, Inc. Exception: Original drawings Inc. Exception: Original drawings Inc. Exception: Original drawings Exception: Original drawings Exception: Original drawings Exception: Original drawings Original drawings Original drawings Original drawings drawings drawings may be printed for distribution to the owner, architect, and be printed for distribution to the owner, architect, and be printed for distribution to the owner, architect, and printed for distribution to the owner, architect, and printed for distribution to the owner, architect, and for distribution to the owner, architect, and for distribution to the owner, architect, and distribution to the owner, architect, and distribution to the owner, architect, and to the owner, architect, and to the owner, architect, and the owner, architect, and the owner, architect, and owner, architect, and owner, architect, and architect, and architect, and and and general contractor for coordination, bidding, and contractor for coordination, bidding, and contractor for coordination, bidding, and for coordination, bidding, and for coordination, bidding, and coordination, bidding, and coordination, bidding, and bidding, and bidding, and and and construction. Subcontractors may not reproduce these Subcontractors may not reproduce these Subcontractors may not reproduce these Subcontractors may not reproduce these may not reproduce these may not reproduce these not reproduce these not reproduce these reproduce these reproduce these these these drawings for any purpose or in any manner. B. I, Michael J. Falbe, P.E., registered engineer and a I, Michael J. Falbe, P.E., registered engineer and a Michael J. Falbe, P.E., registered engineer and a Michael J. Falbe, P.E., registered engineer and a J. Falbe, P.E., registered engineer and a J. Falbe, P.E., registered engineer and a Falbe, P.E., registered engineer and a Falbe, P.E., registered engineer and a P.E., registered engineer and a P.E., registered engineer and a registered engineer and a registered engineer and a engineer and a engineer and a and a and a a a representative of Bob D. Campbell and Company, Inc., do of Bob D. Campbell and Company, Inc., do of Bob D. Campbell and Company, Inc., do Bob D. Campbell and Company, Inc., do Bob D. Campbell and Company, Inc., do D. Campbell and Company, Inc., do D. Campbell and Company, Inc., do Campbell and Company, Inc., do Campbell and Company, Inc., do and Company, Inc., do and Company, Inc., do Company, Inc., do Company, Inc., do Inc., do Inc., do do do hereby accept professional responsibility as required by the accept professional responsibility as required by the accept professional responsibility as required by the professional responsibility as required by the professional responsibility as required by the responsibility as required by the responsibility as required by the as required by the as required by the required by the required by the by the by the the the professional registration laws of this state for the registration laws of this state for the registration laws of this state for the laws of this state for the laws of this state for the of this state for the of this state for the this state for the this state for the state for the state for the for the for the the the structural design drawings consisting of S-series drawings. I design drawings consisting of S-series drawings. I design drawings consisting of S-series drawings. I drawings consisting of S-series drawings. I drawings consisting of S-series drawings. I consisting of S-series drawings. I consisting of S-series drawings. I of S-series drawings. I of S-series drawings. I S-series drawings. I S-series drawings. I drawings. I drawings. I I I I hereby disclaim responsibility for all other drawings in the disclaim responsibility for all other drawings in the disclaim responsibility for all other drawings in the responsibility for all other drawings in the responsibility for all other drawings in the for all other drawings in the for all other drawings in the all other drawings in the all other drawings in the other drawings in the other drawings in the drawings in the drawings in the in the in the the the construction document package, they being the responsibility document package, they being the responsibility document package, they being the responsibility package, they being the responsibility package, they being the responsibility they being the responsibility they being the responsibility being the responsibility being the responsibility the responsibility the responsibility responsibility responsibility of other design professionals whose seals and signed other design professionals whose seals and signed other design professionals whose seals and signed design professionals whose seals and signed design professionals whose seals and signed professionals whose seals and signed professionals whose seals and signed whose seals and signed whose seals and signed seals and signed seals and signed and signed and signed signed signed statements may appear elsewhere in the construction may appear elsewhere in the construction may appear elsewhere in the construction appear elsewhere in the construction appear elsewhere in the construction elsewhere in the construction elsewhere in the construction in the construction in the construction the construction the construction construction construction document package.
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The contractor shall verify dimensions and conditions before The contractor shall verify dimensions and conditions before contractor shall verify dimensions and conditions before contractor shall verify dimensions and conditions before shall verify dimensions and conditions before shall verify dimensions and conditions before verify dimensions and conditions before verify dimensions and conditions before dimensions and conditions before dimensions and conditions before and conditions before and conditions before conditions before conditions before before before construction and notify the engineer of any discrepancies, and notify the engineer of any discrepancies, and notify the engineer of any discrepancies, notify the engineer of any discrepancies, notify the engineer of any discrepancies, the engineer of any discrepancies, the engineer of any discrepancies, engineer of any discrepancies, engineer of any discrepancies, of any discrepancies, of any discrepancies, any discrepancies, any discrepancies, discrepancies, discrepancies, inconsistencies, or difficulties affecting the work before or difficulties affecting the work before or difficulties affecting the work before difficulties affecting the work before difficulties affecting the work before affecting the work before affecting the work before the work before the work before work before work before before before proceeding. 2. All design and construction work for this project shall conform All design and construction work for this project shall conform design and construction work for this project shall conform design and construction work for this project shall conform and construction work for this project shall conform and construction work for this project shall conform construction work for this project shall conform construction work for this project shall conform work for this project shall conform work for this project shall conform for this project shall conform for this project shall conform this project shall conform this project shall conform project shall conform project shall conform shall conform shall conform conform conform to the requirements of the 2018 International Building Code, as the requirements of the 2018 International Building Code, as the requirements of the 2018 International Building Code, as requirements of the 2018 International Building Code, as requirements of the 2018 International Building Code, as of the 2018 International Building Code, as of the 2018 International Building Code, as the 2018 International Building Code, as the 2018 International Building Code, as 2018 International Building Code, as 2018 International Building Code, as International Building Code, as International Building Code, as Building Code, as Building Code, as Code, as Code, as as as amended by the City of Kansas City, Missouri. 3. These drawings are for this specific project and no other use is These drawings are for this specific project and no other use is drawings are for this specific project and no other use is drawings are for this specific project and no other use is are for this specific project and no other use is are for this specific project and no other use is for this specific project and no other use is for this specific project and no other use is this specific project and no other use is this specific project and no other use is specific project and no other use is specific project and no other use is project and no other use is project and no other use is and no other use is and no other use is no other use is no other use is other use is other use is use is use is is is authorized. 4. Concrete: Concrete: A. All concrete for footings\) shall develop minimum ultimate All concrete for footings\) shall develop minimum ultimate concrete for footings\) shall develop minimum ultimate concrete for footings\) shall develop minimum ultimate for footings\) shall develop minimum ultimate for footings\) shall develop minimum ultimate footings\) shall develop minimum ultimate footings\) shall develop minimum ultimate shall develop minimum ultimate shall develop minimum ultimate develop minimum ultimate develop minimum ultimate minimum ultimate minimum ultimate ultimate ultimate compressive design strength of 3500 psi in 28 days, but design strength of 3500 psi in 28 days, but design strength of 3500 psi in 28 days, but strength of 3500 psi in 28 days, but strength of 3500 psi in 28 days, but of 3500 psi in 28 days, but of 3500 psi in 28 days, but 3500 psi in 28 days, but 3500 psi in 28 days, but psi in 28 days, but psi in 28 days, but in 28 days, but in 28 days, but 28 days, but 28 days, but days, but days, but but but not less than 500 pounds of cement shall be used per cubic less than 500 pounds of cement shall be used per cubic less than 500 pounds of cement shall be used per cubic than 500 pounds of cement shall be used per cubic than 500 pounds of cement shall be used per cubic 500 pounds of cement shall be used per cubic 500 pounds of cement shall be used per cubic pounds of cement shall be used per cubic pounds of cement shall be used per cubic of cement shall be used per cubic of cement shall be used per cubic cement shall be used per cubic cement shall be used per cubic shall be used per cubic shall be used per cubic be used per cubic be used per cubic used per cubic used per cubic per cubic per cubic cubic cubic yard of concrete regardless of strengths obtained, not of concrete regardless of strengths obtained, not of concrete regardless of strengths obtained, not concrete regardless of strengths obtained, not concrete regardless of strengths obtained, not regardless of strengths obtained, not regardless of strengths obtained, not of strengths obtained, not of strengths obtained, not strengths obtained, not strengths obtained, not obtained, not obtained, not not not over 6 gallons of water per 100 pounds of cement and not 6 gallons of water per 100 pounds of cement and not 6 gallons of water per 100 pounds of cement and not gallons of water per 100 pounds of cement and not gallons of water per 100 pounds of cement and not of water per 100 pounds of cement and not of water per 100 pounds of cement and not water per 100 pounds of cement and not water per 100 pounds of cement and not per 100 pounds of cement and not per 100 pounds of cement and not 100 pounds of cement and not 100 pounds of cement and not pounds of cement and not pounds of cement and not of cement and not of cement and not cement and not cement and not and not and not not not over 4 inches of slump. B. Contractor shall verify that all concrete inserts, reinforcing Contractor shall verify that all concrete inserts, reinforcing shall verify that all concrete inserts, reinforcing shall verify that all concrete inserts, reinforcing verify that all concrete inserts, reinforcing verify that all concrete inserts, reinforcing that all concrete inserts, reinforcing that all concrete inserts, reinforcing all concrete inserts, reinforcing all concrete inserts, reinforcing concrete inserts, reinforcing concrete inserts, reinforcing inserts, reinforcing inserts, reinforcing reinforcing reinforcing and embedded items are correctly located and rigidly embedded items are correctly located and rigidly embedded items are correctly located and rigidly items are correctly located and rigidly items are correctly located and rigidly are correctly located and rigidly are correctly located and rigidly correctly located and rigidly correctly located and rigidly located and rigidly located and rigidly and rigidly and rigidly rigidly rigidly secured prior to concrete placement. C. No aluminum items shall be embedded in any concrete. No aluminum items shall be embedded in any concrete. 5. Reinforcing Steel: Reinforcing Steel: A. All reinforcing steel shall conform to the requirements of All reinforcing steel shall conform to the requirements of reinforcing steel shall conform to the requirements of reinforcing steel shall conform to the requirements of steel shall conform to the requirements of steel shall conform to the requirements of shall conform to the requirements of shall conform to the requirements of conform to the requirements of conform to the requirements of to the requirements of to the requirements of the requirements of the requirements of requirements of requirements of of of ASTM A615 or A706 grade 60 steel. B. Clear coverage of concrete over reinforcing steel shall be Clear coverage of concrete over reinforcing steel shall be coverage of concrete over reinforcing steel shall be coverage of concrete over reinforcing steel shall be of concrete over reinforcing steel shall be of concrete over reinforcing steel shall be concrete over reinforcing steel shall be concrete over reinforcing steel shall be over reinforcing steel shall be over reinforcing steel shall be reinforcing steel shall be reinforcing steel shall be steel shall be steel shall be shall be shall be be be as follows: Concrete placed against earth 3" 3" All coverage shall be nominal bar diameter minimum. C. Accessories shall be as specified in latest edition of the Accessories shall be as specified in latest edition of the shall be as specified in latest edition of the shall be as specified in latest edition of the be as specified in latest edition of the be as specified in latest edition of the as specified in latest edition of the as specified in latest edition of the specified in latest edition of the specified in latest edition of the in latest edition of the in latest edition of the latest edition of the latest edition of the edition of the edition of the of the of the the the ACI Detailing Handbook and the concrete Reinforcing Steel Detailing Handbook and the concrete Reinforcing Steel Detailing Handbook and the concrete Reinforcing Steel Handbook and the concrete Reinforcing Steel Handbook and the concrete Reinforcing Steel and the concrete Reinforcing Steel and the concrete Reinforcing Steel the concrete Reinforcing Steel the concrete Reinforcing Steel concrete Reinforcing Steel concrete Reinforcing Steel Reinforcing Steel Reinforcing Steel Steel Steel Institute Design Handbook. Maximum accessory spacing shall Design Handbook. Maximum accessory spacing shall Design Handbook. Maximum accessory spacing shall Handbook. Maximum accessory spacing shall Handbook. Maximum accessory spacing shall Maximum accessory spacing shall Maximum accessory spacing shall Maximum accessory spacing shall accessory spacing shall accessory spacing shall spacing shall spacing shall shall shall be 4'-0" on center, and all accessories on exposed 4'-0" on center, and all accessories on exposed 4'-0" on center, and all accessories on exposed on center, and all accessories on exposed on center, and all accessories on exposed center, and all accessories on exposed center, and all accessories on exposed and all accessories on exposed and all accessories on exposed all accessories on exposed all accessories on exposed accessories on exposed accessories on exposed on exposed on exposed exposed exposed surfaces are to have plastic coated feet. 6. Structural Steel: Structural Steel: A. All structural steel beams shall be ASTM A992, grade 50 All structural steel beams shall be ASTM A992, grade 50 structural steel beams shall be ASTM A992, grade 50 structural steel beams shall be ASTM A992, grade 50 steel beams shall be ASTM A992, grade 50 steel beams shall be ASTM A992, grade 50 beams shall be ASTM A992, grade 50 beams shall be ASTM A992, grade 50 shall be ASTM A992, grade 50 shall be ASTM A992, grade 50 be ASTM A992, grade 50 be ASTM A992, grade 50 ASTM A992, grade 50 ASTM A992, grade 50 A992, grade 50 A992, grade 50 grade 50 grade 50 50 50 steel and all miscellaneous steel shall be ASTM A36 grade. and all miscellaneous steel shall be ASTM A36 grade. and all miscellaneous steel shall be ASTM A36 grade. all miscellaneous steel shall be ASTM A36 grade. all miscellaneous steel shall be ASTM A36 grade. miscellaneous steel shall be ASTM A36 grade. miscellaneous steel shall be ASTM A36 grade. steel shall be ASTM A36 grade. steel shall be ASTM A36 grade. shall be ASTM A36 grade. shall be ASTM A36 grade. be ASTM A36 grade. be ASTM A36 grade. ASTM A36 grade. ASTM A36 grade. A36 grade. A36 grade. grade. grade. Hollow Structural Sections \(HSS\) shall be ASTM A500, grade Structural Sections \(HSS\) shall be ASTM A500, grade Structural Sections \(HSS\) shall be ASTM A500, grade Sections \(HSS\) shall be ASTM A500, grade Sections \(HSS\) shall be ASTM A500, grade \(HSS\) shall be ASTM A500, grade \(HSS\) shall be ASTM A500, grade shall be ASTM A500, grade shall be ASTM A500, grade be ASTM A500, grade be ASTM A500, grade ASTM A500, grade ASTM A500, grade A500, grade A500, grade grade grade B. Fabrication and erection shall be in accordance with Fabrication and erection shall be in accordance with Fabrication and erection shall be in accordance with Fabrication and erection shall be in accordance with and erection shall be in accordance with and erection shall be in accordance with erection shall be in accordance with erection shall be in accordance with shall be in accordance with shall be in accordance with be in accordance with be in accordance with in accordance with in accordance with accordance with accordance with with with AISC 303-16 "Code of Standard Practice for Steel 303-16 "Code of Standard Practice for Steel 303-16 "Code of Standard Practice for Steel "Code of Standard Practice for Steel "Code of Standard Practice for Steel of Standard Practice for Steel of Standard Practice for Steel Standard Practice for Steel Standard Practice for Steel Practice for Steel Practice for Steel for Steel for Steel Steel Steel Buildings and Bridges" in the 15th Edition of the AISC Steel and Bridges" in the 15th Edition of the AISC Steel and Bridges" in the 15th Edition of the AISC Steel Bridges" in the 15th Edition of the AISC Steel Bridges" in the 15th Edition of the AISC Steel in the 15th Edition of the AISC Steel in the 15th Edition of the AISC Steel the 15th Edition of the AISC Steel the 15th Edition of the AISC Steel 15th Edition of the AISC Steel 15th Edition of the AISC Steel Edition of the AISC Steel Edition of the AISC Steel of the AISC Steel of the AISC Steel the AISC Steel the AISC Steel AISC Steel AISC Steel Steel Steel Construction Manual. B. All welding shall conform to the recommendations of the All welding shall conform to the recommendations of the welding shall conform to the recommendations of the welding shall conform to the recommendations of the shall conform to the recommendations of the shall conform to the recommendations of the conform to the recommendations of the conform to the recommendations of the to the recommendations of the to the recommendations of the the recommendations of the the recommendations of the recommendations of the recommendations of the of the of the the the AWS. C. All bolts not otherwise specified shall be 3/4" diameter high All bolts not otherwise specified shall be 3/4" diameter high bolts not otherwise specified shall be 3/4" diameter high bolts not otherwise specified shall be 3/4" diameter high not otherwise specified shall be 3/4" diameter high not otherwise specified shall be 3/4" diameter high otherwise specified shall be 3/4" diameter high otherwise specified shall be 3/4" diameter high specified shall be 3/4" diameter high specified shall be 3/4" diameter high shall be 3/4" diameter high shall be 3/4" diameter high be 3/4" diameter high be 3/4" diameter high 3/4" diameter high 3/4" diameter high diameter high diameter high high high strength \(ASTM A325-N\). All bolts shall be fully \(ASTM A325-N\). All bolts shall be fully \(ASTM A325-N\). All bolts shall be fully A325-N\). All bolts shall be fully A325-N\). All bolts shall be fully All bolts shall be fully All bolts shall be fully All bolts shall be fully bolts shall be fully bolts shall be fully shall be fully shall be fully be fully be fully fully fully pretensioned. D. All anchor bolts shall be 3/4" diameter, ASTM F1554, Grade All anchor bolts shall be 3/4" diameter, ASTM F1554, Grade anchor bolts shall be 3/4" diameter, ASTM F1554, Grade anchor bolts shall be 3/4" diameter, ASTM F1554, Grade bolts shall be 3/4" diameter, ASTM F1554, Grade bolts shall be 3/4" diameter, ASTM F1554, Grade shall be 3/4" diameter, ASTM F1554, Grade shall be 3/4" diameter, ASTM F1554, Grade be 3/4" diameter, ASTM F1554, Grade be 3/4" diameter, ASTM F1554, Grade 3/4" diameter, ASTM F1554, Grade 3/4" diameter, ASTM F1554, Grade diameter, ASTM F1554, Grade diameter, ASTM F1554, Grade ASTM F1554, Grade ASTM F1554, Grade F1554, Grade F1554, Grade Grade Grade 36 unless noted otherwise. Washers of minimum size and unless noted otherwise. Washers of minimum size and unless noted otherwise. Washers of minimum size and noted otherwise. Washers of minimum size and noted otherwise. Washers of minimum size and otherwise. Washers of minimum size and otherwise. Washers of minimum size and Washers of minimum size and Washers of minimum size and Washers of minimum size and of minimum size and of minimum size and minimum size and minimum size and size and size and and and thickness for the given anchor diameter in Table 14-2 of the for the given anchor diameter in Table 14-2 of the for the given anchor diameter in Table 14-2 of the the given anchor diameter in Table 14-2 of the the given anchor diameter in Table 14-2 of the given anchor diameter in Table 14-2 of the given anchor diameter in Table 14-2 of the anchor diameter in Table 14-2 of the anchor diameter in Table 14-2 of the diameter in Table 14-2 of the diameter in Table 14-2 of the in Table 14-2 of the in Table 14-2 of the Table 14-2 of the Table 14-2 of the 14-2 of the 14-2 of the of the of the the the AISC Steel Construction Manual shall be provided at every Steel Construction Manual shall be provided at every Steel Construction Manual shall be provided at every Construction Manual shall be provided at every Construction Manual shall be provided at every Manual shall be provided at every Manual shall be provided at every shall be provided at every shall be provided at every be provided at every be provided at every provided at every provided at every at every at every every every column anchor bolt. Washers shall have a standard size anchor bolt. Washers shall have a standard size anchor bolt. Washers shall have a standard size bolt. Washers shall have a standard size bolt. Washers shall have a standard size Washers shall have a standard size Washers shall have a standard size Washers shall have a standard size shall have a standard size shall have a standard size have a standard size have a standard size a standard size a standard size standard size standard size size size hole for the anchor bolt. 7. Post-Installed Anchors: Post-Installed Anchors: A. Post-installed anchors shall be used only where specified on Post-installed anchors shall be used only where specified on anchors shall be used only where specified on anchors shall be used only where specified on shall be used only where specified on shall be used only where specified on be used only where specified on be used only where specified on used only where specified on used only where specified on only where specified on only where specified on where specified on where specified on specified on specified on on on the drawings unless approved in writing by the engineer of drawings unless approved in writing by the engineer of drawings unless approved in writing by the engineer of unless approved in writing by the engineer of unless approved in writing by the engineer of approved in writing by the engineer of approved in writing by the engineer of in writing by the engineer of in writing by the engineer of writing by the engineer of writing by the engineer of by the engineer of by the engineer of the engineer of the engineer of engineer of engineer of of of record. See drawings for anchor diameter, spacing and See drawings for anchor diameter, spacing and See drawings for anchor diameter, spacing and See drawings for anchor diameter, spacing and drawings for anchor diameter, spacing and drawings for anchor diameter, spacing and for anchor diameter, spacing and for anchor diameter, spacing and anchor diameter, spacing and anchor diameter, spacing and diameter, spacing and diameter, spacing and spacing and spacing and and and embedment. Performance values of the anchors shall be Performance values of the anchors shall be Performance values of the anchors shall be Performance values of the anchors shall be values of the anchors shall be values of the anchors shall be of the anchors shall be of the anchors shall be the anchors shall be the anchors shall be anchors shall be anchors shall be shall be shall be be be obtained for specified products using appropriate design for specified products using appropriate design for specified products using appropriate design specified products using appropriate design specified products using appropriate design products using appropriate design products using appropriate design using appropriate design using appropriate design appropriate design appropriate design design design procedures and/or standards as required by the governing and/or standards as required by the governing and/or standards as required by the governing standards as required by the governing standards as required by the governing as required by the governing as required by the governing required by the governing required by the governing by the governing by the governing the governing the governing governing governing building code. Anchors installed in concrete shall have an code. Anchors installed in concrete shall have an code. Anchors installed in concrete shall have an Anchors installed in concrete shall have an Anchors installed in concrete shall have an Anchors installed in concrete shall have an installed in concrete shall have an installed in concrete shall have an in concrete shall have an in concrete shall have an concrete shall have an concrete shall have an shall have an shall have an have an have an an an ICC-ES Evaluation Service Report. Special inspection is Evaluation Service Report. Special inspection is Evaluation Service Report. Special inspection is Service Report. Special inspection is Service Report. Special inspection is Report. Special inspection is Report. Special inspection is Special inspection is Special inspection is Special inspection is inspection is inspection is is is required for all post-installed anchors. The general for all post-installed anchors. The general for all post-installed anchors. The general all post-installed anchors. The general all post-installed anchors. The general post-installed anchors. The general post-installed anchors. The general anchors. The general anchors. The general The general The general general general contractor shall coordinate an on-site meeting with the shall coordinate an on-site meeting with the shall coordinate an on-site meeting with the coordinate an on-site meeting with the coordinate an on-site meeting with the an on-site meeting with the an on-site meeting with the on-site meeting with the on-site meeting with the meeting with the meeting with the with the with the the the post-installed anchor manufacturer field representative and anchor manufacturer field representative and anchor manufacturer field representative and manufacturer field representative and manufacturer field representative and field representative and field representative and representative and representative and and and subcontractor performing the anchor installation to educate performing the anchor installation to educate performing the anchor installation to educate the anchor installation to educate the anchor installation to educate anchor installation to educate anchor installation to educate installation to educate installation to educate to educate to educate educate educate the construction team on the anchor installation guidelines construction team on the anchor installation guidelines construction team on the anchor installation guidelines team on the anchor installation guidelines team on the anchor installation guidelines on the anchor installation guidelines on the anchor installation guidelines the anchor installation guidelines the anchor installation guidelines anchor installation guidelines anchor installation guidelines installation guidelines installation guidelines guidelines guidelines and requirements. The contractor shall send a record copy requirements. The contractor shall send a record copy requirements. The contractor shall send a record copy The contractor shall send a record copy The contractor shall send a record copy contractor shall send a record copy contractor shall send a record copy shall send a record copy shall send a record copy send a record copy send a record copy a record copy a record copy record copy record copy copy copy of the meeting meetings to the design team. B. Mechanical anchors used in cracked and uncracked Mechanical anchors used in cracked and uncracked anchors used in cracked and uncracked anchors used in cracked and uncracked used in cracked and uncracked used in cracked and uncracked in cracked and uncracked in cracked and uncracked cracked and uncracked cracked and uncracked and uncracked and uncracked uncracked uncracked concrete shall have been tested and qualified for use in shall have been tested and qualified for use in shall have been tested and qualified for use in have been tested and qualified for use in have been tested and qualified for use in been tested and qualified for use in been tested and qualified for use in tested and qualified for use in tested and qualified for use in and qualified for use in and qualified for use in qualified for use in qualified for use in for use in for use in use in use in in in accordance with ACI 355.2 and ICC-ES AC193. All anchors with ACI 355.2 and ICC-ES AC193. All anchors with ACI 355.2 and ICC-ES AC193. All anchors ACI 355.2 and ICC-ES AC193. All anchors ACI 355.2 and ICC-ES AC193. All anchors 355.2 and ICC-ES AC193. All anchors 355.2 and ICC-ES AC193. All anchors and ICC-ES AC193. All anchors and ICC-ES AC193. All anchors ICC-ES AC193. All anchors ICC-ES AC193. All anchors AC193. All anchors AC193. All anchors All anchors All anchors All anchors anchors anchors shall be installed per the anchor manufacturer's written be installed per the anchor manufacturer's written be installed per the anchor manufacturer's written installed per the anchor manufacturer's written installed per the anchor manufacturer's written per the anchor manufacturer's written per the anchor manufacturer's written the anchor manufacturer's written the anchor manufacturer's written anchor manufacturer's written anchor manufacturer's written manufacturer's written manufacturer's written written written instructions. 8. Foundations: Foundations: A. Spread footings, grade beams, and retaining walls are Spread footings, grade beams, and retaining walls are footings, grade beams, and retaining walls are footings, grade beams, and retaining walls are grade beams, and retaining walls are grade beams, and retaining walls are beams, and retaining walls are beams, and retaining walls are and retaining walls are and retaining walls are retaining walls are retaining walls are walls are walls are are are designed to bear on undisturbed soil capable of safely to bear on undisturbed soil capable of safely to bear on undisturbed soil capable of safely bear on undisturbed soil capable of safely bear on undisturbed soil capable of safely on undisturbed soil capable of safely on undisturbed soil capable of safely undisturbed soil capable of safely undisturbed soil capable of safely soil capable of safely soil capable of safely capable of safely capable of safely of safely of safely safely safely sustaining 2,000 psf. B. All foundation excavations shall be inspected by a qualified All foundation excavations shall be inspected by a qualified foundation excavations shall be inspected by a qualified foundation excavations shall be inspected by a qualified excavations shall be inspected by a qualified excavations shall be inspected by a qualified shall be inspected by a qualified shall be inspected by a qualified be inspected by a qualified be inspected by a qualified inspected by a qualified inspected by a qualified by a qualified by a qualified a qualified a qualified qualified qualified soil engineer, approved by the architect and/or structural engineer, approved by the architect and/or structural engineer, approved by the architect and/or structural approved by the architect and/or structural approved by the architect and/or structural by the architect and/or structural by the architect and/or structural the architect and/or structural the architect and/or structural architect and/or structural architect and/or structural and/or structural and/or structural structural structural engineer, prior to placement of steel or concrete. This prior to placement of steel or concrete. This prior to placement of steel or concrete. This to placement of steel or concrete. This to placement of steel or concrete. This placement of steel or concrete. This placement of steel or concrete. This of steel or concrete. This of steel or concrete. This steel or concrete. This steel or concrete. This or concrete. This or concrete. This concrete. This concrete. This This This This inspection shall be at the owner's expense. 9. Timber and Wood Framing: Timber and Wood Framing: A. Quality and construction of wood framing members and their Quality and construction of wood framing members and their and construction of wood framing members and their and construction of wood framing members and their construction of wood framing members and their construction of wood framing members and their of wood framing members and their of wood framing members and their wood framing members and their wood framing members and their framing members and their framing members and their members and their members and their and their and their their their fasteners for load supporting purposes not otherwise for load supporting purposes not otherwise for load supporting purposes not otherwise load supporting purposes not otherwise load supporting purposes not otherwise supporting purposes not otherwise supporting purposes not otherwise purposes not otherwise purposes not otherwise not otherwise not otherwise otherwise otherwise indicated on the drawings shall be in accordance with the on the drawings shall be in accordance with the on the drawings shall be in accordance with the the drawings shall be in accordance with the the drawings shall be in accordance with the drawings shall be in accordance with the drawings shall be in accordance with the shall be in accordance with the shall be in accordance with the be in accordance with the be in accordance with the in accordance with the in accordance with the accordance with the accordance with the with the with the the the 2018 International Building Code. B. All studs, joists, and top and bottom plates shall be Douglas All studs, joists, and top and bottom plates shall be Douglas studs, joists, and top and bottom plates shall be Douglas studs, joists, and top and bottom plates shall be Douglas joists, and top and bottom plates shall be Douglas joists, and top and bottom plates shall be Douglas and top and bottom plates shall be Douglas and top and bottom plates shall be Douglas top and bottom plates shall be Douglas top and bottom plates shall be Douglas and bottom plates shall be Douglas and bottom plates shall be Douglas bottom plates shall be Douglas bottom plates shall be Douglas plates shall be Douglas plates shall be Douglas shall be Douglas shall be Douglas be Douglas be Douglas Douglas Douglas Fir No. 2 grade visually graded lumber, with an allowable No. 2 grade visually graded lumber, with an allowable No. 2 grade visually graded lumber, with an allowable 2 grade visually graded lumber, with an allowable 2 grade visually graded lumber, with an allowable grade visually graded lumber, with an allowable grade visually graded lumber, with an allowable visually graded lumber, with an allowable visually graded lumber, with an allowable graded lumber, with an allowable graded lumber, with an allowable lumber, with an allowable lumber, with an allowable with an allowable with an allowable an allowable an allowable allowable allowable fiber stress in bending of 900 psi minimum and an elastic stress in bending of 900 psi minimum and an elastic stress in bending of 900 psi minimum and an elastic in bending of 900 psi minimum and an elastic in bending of 900 psi minimum and an elastic bending of 900 psi minimum and an elastic bending of 900 psi minimum and an elastic of 900 psi minimum and an elastic of 900 psi minimum and an elastic 900 psi minimum and an elastic 900 psi minimum and an elastic psi minimum and an elastic psi minimum and an elastic minimum and an elastic minimum and an elastic and an elastic and an elastic an elastic an elastic elastic elastic modulus of 1,600,000psi unless noted otherwise. C. Sill plates shall be bolted to concrete walls or steel beams Sill plates shall be bolted to concrete walls or steel beams plates shall be bolted to concrete walls or steel beams plates shall be bolted to concrete walls or steel beams shall be bolted to concrete walls or steel beams shall be bolted to concrete walls or steel beams be bolted to concrete walls or steel beams be bolted to concrete walls or steel beams bolted to concrete walls or steel beams bolted to concrete walls or steel beams to concrete walls or steel beams to concrete walls or steel beams concrete walls or steel beams concrete walls or steel beams walls or steel beams walls or steel beams or steel beams or steel beams steel beams steel beams beams beams with 1/2" diameter bolts at 32" on center. Plates in direct 1/2" diameter bolts at 32" on center. Plates in direct 1/2" diameter bolts at 32" on center. Plates in direct diameter bolts at 32" on center. Plates in direct diameter bolts at 32" on center. Plates in direct bolts at 32" on center. Plates in direct bolts at 32" on center. Plates in direct at 32" on center. Plates in direct at 32" on center. Plates in direct 32" on center. Plates in direct 32" on center. Plates in direct on center. Plates in direct on center. Plates in direct center. Plates in direct center. Plates in direct Plates in direct Plates in direct Plates in direct in direct in direct direct direct contact with concrete shall be treated lumber. D. Joist hangers shall have Uniform Building Code approval and Joist hangers shall have Uniform Building Code approval and hangers shall have Uniform Building Code approval and hangers shall have Uniform Building Code approval and shall have Uniform Building Code approval and shall have Uniform Building Code approval and have Uniform Building Code approval and have Uniform Building Code approval and Uniform Building Code approval and Uniform Building Code approval and Building Code approval and Building Code approval and Code approval and Code approval and approval and approval and and and shall be equal to Simpson Strong Tie "LUS" for wood be equal to Simpson Strong Tie "LUS" for wood be equal to Simpson Strong Tie "LUS" for wood equal to Simpson Strong Tie "LUS" for wood equal to Simpson Strong Tie "LUS" for wood to Simpson Strong Tie "LUS" for wood to Simpson Strong Tie "LUS" for wood Simpson Strong Tie "LUS" for wood Simpson Strong Tie "LUS" for wood Strong Tie "LUS" for wood Strong Tie "LUS" for wood Tie "LUS" for wood Tie "LUS" for wood "LUS" for wood "LUS" for wood for wood for wood wood wood application. E. Service condition - dry with moisture content at or below Service condition - dry with moisture content at or below condition - dry with moisture content at or below condition - dry with moisture content at or below - dry with moisture content at or below - dry with moisture content at or below dry with moisture content at or below dry with moisture content at or below with moisture content at or below with moisture content at or below moisture content at or below moisture content at or below content at or below content at or below at or below at or below or below or below below below 19% in service. F. Laminated veneer lumber \(LVL\) shall have an allowable Laminated veneer lumber \(LVL\) shall have an allowable veneer lumber \(LVL\) shall have an allowable veneer lumber \(LVL\) shall have an allowable lumber \(LVL\) shall have an allowable lumber \(LVL\) shall have an allowable \(LVL\) shall have an allowable \(LVL\) shall have an allowable shall have an allowable shall have an allowable have an allowable have an allowable an allowable an allowable allowable allowable flexural stress \(F \) of 2,600 psi \(reduced by size factor\) stress \(F \) of 2,600 psi \(reduced by size factor\) stress \(F \) of 2,600 psi \(reduced by size factor\) \(F \) of 2,600 psi \(reduced by size factor\) \(F \) of 2,600 psi \(reduced by size factor\) b\) of 2,600 psi \(reduced by size factor\) of 2,600 psi \(reduced by size factor\) of 2,600 psi \(reduced by size factor\) 2,600 psi \(reduced by size factor\) 2,600 psi \(reduced by size factor\) psi \(reduced by size factor\) psi \(reduced by size factor\) \(reduced by size factor\) \(reduced by size factor\) by size factor\) by size factor\) size factor\) size factor\) factor\) factor\) and an elastic modulus \(E\) of 2,000,000 psi. 10. Shop Drawing Review: Shop Drawing Review: A. Bob D. Campbell and Company, Inc. will review the General Bob D. Campbell and Company, Inc. will review the General D. Campbell and Company, Inc. will review the General D. Campbell and Company, Inc. will review the General Campbell and Company, Inc. will review the General Campbell and Company, Inc. will review the General and Company, Inc. will review the General and Company, Inc. will review the General Company, Inc. will review the General Company, Inc. will review the General Inc. will review the General Inc. will review the General will review the General will review the General review the General review the General the General the General General General Contractor's \(GC\) shop drawings and related submittals \(as \(GC\) shop drawings and related submittals \(as \(GC\) shop drawings and related submittals \(as shop drawings and related submittals \(as shop drawings and related submittals \(as drawings and related submittals \(as drawings and related submittals \(as and related submittals \(as and related submittals \(as related submittals \(as related submittals \(as submittals \(as submittals \(as \(as \(as indicated below\) with respect to the ability of the detailed below\) with respect to the ability of the detailed below\) with respect to the ability of the detailed with respect to the ability of the detailed with respect to the ability of the detailed respect to the ability of the detailed respect to the ability of the detailed to the ability of the detailed to the ability of the detailed the ability of the detailed the ability of the detailed ability of the detailed ability of the detailed of the detailed of the detailed the detailed the detailed detailed detailed work, when complete, to be a properly functioning integral when complete, to be a properly functioning integral when complete, to be a properly functioning integral complete, to be a properly functioning integral complete, to be a properly functioning integral to be a properly functioning integral to be a properly functioning integral be a properly functioning integral be a properly functioning integral a properly functioning integral a properly functioning integral properly functioning integral properly functioning integral functioning integral functioning integral integral integral element of the overall structural system designed by Bob D. of the overall structural system designed by Bob D. of the overall structural system designed by Bob D. the overall structural system designed by Bob D. the overall structural system designed by Bob D. overall structural system designed by Bob D. overall structural system designed by Bob D. structural system designed by Bob D. structural system designed by Bob D. system designed by Bob D. system designed by Bob D. designed by Bob D. designed by Bob D. by Bob D. by Bob D. Bob D. Bob D. D. D. Campbell and Company, Inc. B. Prior to submittal of a shop drawing or any related material Prior to submittal of a shop drawing or any related material to submittal of a shop drawing or any related material to submittal of a shop drawing or any related material submittal of a shop drawing or any related material submittal of a shop drawing or any related material of a shop drawing or any related material of a shop drawing or any related material a shop drawing or any related material a shop drawing or any related material shop drawing or any related material shop drawing or any related material drawing or any related material drawing or any related material or any related material or any related material any related material any related material related material related material material material to Bob D. Campbell and Company, Inc., the GC shall: 1\) Review each submission for conformance with the Review each submission for conformance with the each submission for conformance with the each submission for conformance with the submission for conformance with the submission for conformance with the for conformance with the for conformance with the conformance with the conformance with the with the with the the the means, methods, techniques, sequences and operations methods, techniques, sequences and operations methods, techniques, sequences and operations techniques, sequences and operations techniques, sequences and operations sequences and operations sequences and operations and operations and operations operations operations of construction and safety precautions and programs construction and safety precautions and programs construction and safety precautions and programs and safety precautions and programs and safety precautions and programs safety precautions and programs safety precautions and programs precautions and programs precautions and programs and programs and programs programs programs incidental thereto, all of which are the sole thereto, all of which are the sole thereto, all of which are the sole all of which are the sole all of which are the sole of which are the sole of which are the sole which are the sole which are the sole are the sole are the sole the sole the sole sole sole responsibility of the GC. 2\) Review and approve each submission. Review and approve each submission. 3\) Stamp each submission as approved. Stamp each submission as approved. C. Bob D. Campbell and Company, Inc. shall assume that no Bob D. Campbell and Company, Inc. shall assume that no D. Campbell and Company, Inc. shall assume that no D. Campbell and Company, Inc. shall assume that no Campbell and Company, Inc. shall assume that no Campbell and Company, Inc. shall assume that no and Company, Inc. shall assume that no and Company, Inc. shall assume that no Company, Inc. shall assume that no Company, Inc. shall assume that no Inc. shall assume that no Inc. shall assume that no shall assume that no shall assume that no assume that no assume that no that no that no no no submission comprises a variation unless the GC advises Bob comprises a variation unless the GC advises Bob comprises a variation unless the GC advises Bob a variation unless the GC advises Bob a variation unless the GC advises Bob variation unless the GC advises Bob variation unless the GC advises Bob unless the GC advises Bob unless the GC advises Bob the GC advises Bob the GC advises Bob GC advises Bob GC advises Bob advises Bob advises Bob Bob Bob D. Campbell and Company, Inc. with written documentation. D. Shop drawings and related material \(if any\) required are Shop drawings and related material \(if any\) required are drawings and related material \(if any\) required are drawings and related material \(if any\) required are and related material \(if any\) required are and related material \(if any\) required are related material \(if any\) required are related material \(if any\) required are material \(if any\) required are material \(if any\) required are \(if any\) required are \(if any\) required are any\) required are any\) required are required are required are are are indicated below. Should Bob D. Campbell and Company, Inc. below. Should Bob D. Campbell and Company, Inc. below. Should Bob D. Campbell and Company, Inc. Should Bob D. Campbell and Company, Inc. Should Bob D. Campbell and Company, Inc. Should Bob D. Campbell and Company, Inc. Bob D. Campbell and Company, Inc. Bob D. Campbell and Company, Inc. D. Campbell and Company, Inc. D. Campbell and Company, Inc. Campbell and Company, Inc. Campbell and Company, Inc. and Company, Inc. and Company, Inc. Company, Inc. Company, Inc. Inc. Inc. require more than ten \(10\) working days to perform the more than ten \(10\) working days to perform the more than ten \(10\) working days to perform the than ten \(10\) working days to perform the than ten \(10\) working days to perform the ten \(10\) working days to perform the ten \(10\) working days to perform the \(10\) working days to perform the \(10\) working days to perform the working days to perform the working days to perform the days to perform the days to perform the to perform the to perform the perform the perform the the the review, Bob D. Campbell and Company, Inc. shall so notify Bob D. Campbell and Company, Inc. shall so notify Bob D. Campbell and Company, Inc. shall so notify D. Campbell and Company, Inc. shall so notify D. Campbell and Company, Inc. shall so notify Campbell and Company, Inc. shall so notify Campbell and Company, Inc. shall so notify and Company, Inc. shall so notify and Company, Inc. shall so notify Company, Inc. shall so notify Company, Inc. shall so notify Inc. shall so notify Inc. shall so notify shall so notify shall so notify so notify so notify notify notify the GC. 1\) Structural steel shop drawings including erection Structural steel shop drawings including erection steel shop drawings including erection steel shop drawings including erection shop drawings including erection shop drawings including erection drawings including erection drawings including erection including erection including erection erection erection drawings and piece details. Include miscellaneous and piece details. Include miscellaneous and piece details. Include miscellaneous piece details. Include miscellaneous piece details. Include miscellaneous details. Include miscellaneous details. Include miscellaneous Include miscellaneous Include miscellaneous Include miscellaneous miscellaneous miscellaneous framing specified on the structural drawings, but do not specified on the structural drawings, but do not specified on the structural drawings, but do not on the structural drawings, but do not on the structural drawings, but do not the structural drawings, but do not the structural drawings, but do not structural drawings, but do not structural drawings, but do not drawings, but do not drawings, but do not but do not but do not do not do not not not submit framing specified on non-structural drawings for framing specified on non-structural drawings for framing specified on non-structural drawings for specified on non-structural drawings for specified on non-structural drawings for on non-structural drawings for on non-structural drawings for non-structural drawings for non-structural drawings for drawings for drawings for for for Bob D. Campbell and Company, Inc. review. E. Bob D. Campbell and Company, Inc. shall review shop Bob D. Campbell and Company, Inc. shall review shop D. Campbell and Company, Inc. shall review shop D. Campbell and Company, Inc. shall review shop Campbell and Company, Inc. shall review shop Campbell and Company, Inc. shall review shop and Company, Inc. shall review shop and Company, Inc. shall review shop Company, Inc. shall review shop Company, Inc. shall review shop Inc. shall review shop Inc. shall review shop shall review shop shall review shop review shop review shop shop shop drawings and related materials with comments provided that and related materials with comments provided that and related materials with comments provided that related materials with comments provided that related materials with comments provided that materials with comments provided that materials with comments provided that with comments provided that with comments provided that comments provided that comments provided that provided that provided that that that each submission has met the above requirements. Bob D. submission has met the above requirements. Bob D. submission has met the above requirements. Bob D. has met the above requirements. Bob D. has met the above requirements. Bob D. met the above requirements. Bob D. met the above requirements. Bob D. the above requirements. Bob D. the above requirements. Bob D. above requirements. Bob D. above requirements. Bob D. requirements. Bob D. requirements. Bob D. Bob D. Bob D. Bob D. D. D. Campbell and Company, Inc. shall return without comment and Company, Inc. shall return without comment and Company, Inc. shall return without comment Company, Inc. shall return without comment Company, Inc. shall return without comment Inc. shall return without comment Inc. shall return without comment shall return without comment shall return without comment return without comment return without comment without comment without comment comment comment unrequired material or submissions without GC approval material or submissions without GC approval material or submissions without GC approval or submissions without GC approval or submissions without GC approval submissions without GC approval submissions without GC approval without GC approval without GC approval GC approval GC approval approval approval stamp. 11. Statement of Structural Special Inspection: Statement of Structural Special Inspection: A. The structural design for this project is based on The structural design for this project is based on structural design for this project is based on structural design for this project is based on design for this project is based on design for this project is based on for this project is based on for this project is based on this project is based on this project is based on project is based on project is based on is based on is based on based on based on on on completion of special inspections during construction in of special inspections during construction in of special inspections during construction in special inspections during construction in special inspections during construction in inspections during construction in inspections during construction in during construction in during construction in construction in construction in in in accordance with section 1704 of the 2018 International with section 1704 of the 2018 International with section 1704 of the 2018 International section 1704 of the 2018 International section 1704 of the 2018 International 1704 of the 2018 International 1704 of the 2018 International of the 2018 International of the 2018 International the 2018 International the 2018 International 2018 International 2018 International International International Building Code. The owner shall employ one or more Code. The owner shall employ one or more Code. The owner shall employ one or more The owner shall employ one or more The owner shall employ one or more The owner shall employ one or more owner shall employ one or more owner shall employ one or more shall employ one or more shall employ one or more employ one or more employ one or more one or more one or more or more or more more more qualified special inspectors to provide the required special special inspectors to provide the required special special inspectors to provide the required special inspectors to provide the required special inspectors to provide the required special to provide the required special to provide the required special provide the required special provide the required special the required special the required special required special required special special special inspections. B. The following inspections and tests are required with the The following inspections and tests are required with the following inspections and tests are required with the following inspections and tests are required with the inspections and tests are required with the inspections and tests are required with the and tests are required with the and tests are required with the tests are required with the tests are required with the are required with the are required with the required with the required with the with the with the the the frequency \(continuous or periodic\) as defined within the \(continuous or periodic\) as defined within the \(continuous or periodic\) as defined within the or periodic\) as defined within the or periodic\) as defined within the periodic\) as defined within the periodic\) as defined within the as defined within the as defined within the defined within the defined within the within the within the the the referenced section or standard listed below. The General section or standard listed below. The General section or standard listed below. The General or standard listed below. The General or standard listed below. The General standard listed below. The General standard listed below. The General listed below. The General listed below. The General below. The General below. The General The General The General The General General General Contractor shall provide notification to the inspector when shall provide notification to the inspector when shall provide notification to the inspector when provide notification to the inspector when provide notification to the inspector when notification to the inspector when notification to the inspector when to the inspector when to the inspector when the inspector when the inspector when inspector when inspector when when when items requiring inspection are ready to be inspected and requiring inspection are ready to be inspected and requiring inspection are ready to be inspected and inspection are ready to be inspected and inspection are ready to be inspected and are ready to be inspected and are ready to be inspected and ready to be inspected and ready to be inspected and to be inspected and to be inspected and be inspected and be inspected and inspected and inspected and and and provide access for those inspections. 1\) Steel Construction per Section 1705.2 and the quality Steel Construction per Section 1705.2 and the quality Construction per Section 1705.2 and the quality Construction per Section 1705.2 and the quality per Section 1705.2 and the quality per Section 1705.2 and the quality Section 1705.2 and the quality Section 1705.2 and the quality 1705.2 and the quality 1705.2 and the quality and the quality and the quality the quality the quality quality quality assurance requirements of AISC 341 Chapter J \(as requirements of AISC 341 Chapter J \(as requirements of AISC 341 Chapter J \(as of AISC 341 Chapter J \(as of AISC 341 Chapter J \(as AISC 341 Chapter J \(as AISC 341 Chapter J \(as 341 Chapter J \(as 341 Chapter J \(as Chapter J \(as Chapter J \(as J \(as J \(as \(as \(as referenced by AISC 360\) 2\) Concrete Construction per Section 1705.3 and Table Concrete Construction per Section 1705.3 and Table Construction per Section 1705.3 and Table Construction per Section 1705.3 and Table per Section 1705.3 and Table per Section 1705.3 and Table Section 1705.3 and Table Section 1705.3 and Table 1705.3 and Table 1705.3 and Table and Table and Table Table Table 1705.3 a. Reinforcing Steel Placement Reinforcing Steel Placement b. Post Installed Anchors Post Installed Anchors c. Concrete Sampling and Testing Concrete Sampling and Testing 3\) Verification of Soils per Table 1705.6 Verification of Soils per Table 1705.6 C. The special inspector shall furnish inspection reports to the The special inspector shall furnish inspection reports to the special inspector shall furnish inspection reports to the special inspector shall furnish inspection reports to the inspector shall furnish inspection reports to the inspector shall furnish inspection reports to the shall furnish inspection reports to the shall furnish inspection reports to the furnish inspection reports to the furnish inspection reports to the inspection reports to the inspection reports to the reports to the reports to the to the to the the the building official, owner, architect and structural engineer, and official, owner, architect and structural engineer, and official, owner, architect and structural engineer, and owner, architect and structural engineer, and owner, architect and structural engineer, and architect and structural engineer, and architect and structural engineer, and and structural engineer, and and structural engineer, and structural engineer, and structural engineer, and engineer, and engineer, and and and any other designated person. D. All discrepancies shall be brought to the immediate All discrepancies shall be brought to the immediate discrepancies shall be brought to the immediate discrepancies shall be brought to the immediate shall be brought to the immediate shall be brought to the immediate be brought to the immediate be brought to the immediate brought to the immediate brought to the immediate to the immediate to the immediate the immediate the immediate immediate immediate attention of the contractor for correction, then, if of the contractor for correction, then, if of the contractor for correction, then, if the contractor for correction, then, if the contractor for correction, then, if contractor for correction, then, if contractor for correction, then, if for correction, then, if for correction, then, if correction, then, if correction, then, if then, if then, if if if uncorrected, to the proper design authority, building official to the proper design authority, building official to the proper design authority, building official the proper design authority, building official the proper design authority, building official proper design authority, building official proper design authority, building official design authority, building official design authority, building official authority, building official authority, building official building official building official official official and structural engineer. E. The special inspector shall submit a final signed report The special inspector shall submit a final signed report special inspector shall submit a final signed report special inspector shall submit a final signed report inspector shall submit a final signed report inspector shall submit a final signed report shall submit a final signed report shall submit a final signed report submit a final signed report submit a final signed report a final signed report a final signed report final signed report final signed report signed report signed report report report stating that the work requiring special inspection was, to the that the work requiring special inspection was, to the that the work requiring special inspection was, to the the work requiring special inspection was, to the the work requiring special inspection was, to the work requiring special inspection was, to the work requiring special inspection was, to the requiring special inspection was, to the requiring special inspection was, to the special inspection was, to the special inspection was, to the inspection was, to the inspection was, to the was, to the was, to the to the to the the the best of the inspector's knowledge, in conformance with the of the inspector's knowledge, in conformance with the of the inspector's knowledge, in conformance with the the inspector's knowledge, in conformance with the the inspector's knowledge, in conformance with the inspector's knowledge, in conformance with the inspector's knowledge, in conformance with the knowledge, in conformance with the knowledge, in conformance with the in conformance with the in conformance with the conformance with the conformance with the with the with the the the approved plans and specifications and the applicable plans and specifications and the applicable plans and specifications and the applicable and specifications and the applicable and specifications and the applicable specifications and the applicable specifications and the applicable and the applicable and the applicable the applicable the applicable applicable applicable workmanship provisions of the building code. 12. Copyright and Disclaimer: Copyright and Disclaimer: A. All drawings in the structural set \(S-series drawings\) are All drawings in the structural set \(S-series drawings\) are drawings in the structural set \(S-series drawings\) are drawings in the structural set \(S-series drawings\) are in the structural set \(S-series drawings\) are in the structural set \(S-series drawings\) are the structural set \(S-series drawings\) are the structural set \(S-series drawings\) are structural set \(S-series drawings\) are structural set \(S-series drawings\) are set \(S-series drawings\) are set \(S-series drawings\) are \(S-series drawings\) are \(S-series drawings\) are drawings\) are drawings\) are are are the copyrighted work of Bob D. Campbell and company, Inc. copyrighted work of Bob D. Campbell and company, Inc. copyrighted work of Bob D. Campbell and company, Inc. work of Bob D. Campbell and company, Inc. work of Bob D. Campbell and company, Inc. of Bob D. Campbell and company, Inc. of Bob D. Campbell and company, Inc. Bob D. Campbell and company, Inc. Bob D. Campbell and company, Inc. D. Campbell and company, Inc. D. Campbell and company, Inc. Campbell and company, Inc. Campbell and company, Inc. and company, Inc. and company, Inc. company, Inc. company, Inc. Inc. Inc. These drawings may not be photographed, traced, or copies drawings may not be photographed, traced, or copies drawings may not be photographed, traced, or copies may not be photographed, traced, or copies may not be photographed, traced, or copies not be photographed, traced, or copies not be photographed, traced, or copies be photographed, traced, or copies be photographed, traced, or copies photographed, traced, or copies photographed, traced, or copies traced, or copies traced, or copies or copies or copies copies copies in any manner without the written permission of Bob D. any manner without the written permission of Bob D. any manner without the written permission of Bob D. manner without the written permission of Bob D. manner without the written permission of Bob D. without the written permission of Bob D. without the written permission of Bob D. the written permission of Bob D. the written permission of Bob D. written permission of Bob D. written permission of Bob D. permission of Bob D. permission of Bob D. of Bob D. of Bob D. Bob D. Bob D. D. D. Campbell and Company, Inc. Exception: Original drawings and Company, Inc. Exception: Original drawings and Company, Inc. Exception: Original drawings Company, Inc. Exception: Original drawings Company, Inc. Exception: Original drawings Inc. Exception: Original drawings Inc. Exception: Original drawings Exception: Original drawings Exception: Original drawings Exception: Original drawings Original drawings Original drawings Original drawings drawings drawings may be printed for distribution to the owner, architect, and be printed for distribution to the owner, architect, and be printed for distribution to the owner, architect, and printed for distribution to the owner, architect, and printed for distribution to the owner, architect, and for distribution to the owner, architect, and for distribution to the owner, architect, and distribution to the owner, architect, and distribution to the owner, architect, and to the owner, architect, and to the owner, architect, and the owner, architect, and the owner, architect, and owner, architect, and owner, architect, and architect, and architect, and and and general contractor for coordination, bidding, and contractor for coordination, bidding, and contractor for coordination, bidding, and for coordination, bidding, and for coordination, bidding, and coordination, bidding, and coordination, bidding, and bidding, and bidding, and and and construction. Subcontractors may not reproduce these Subcontractors may not reproduce these Subcontractors may not reproduce these Subcontractors may not reproduce these may not reproduce these may not reproduce these not reproduce these not reproduce these reproduce these reproduce these these these drawings for any purpose or in any manner. B. I, Michael J. Falbe, P.E., registered engineer and a I, Michael J. Falbe, P.E., registered engineer and a Michael J. Falbe, P.E., registered engineer and a Michael J. Falbe, P.E., registered engineer and a J. Falbe, P.E., registered engineer and a J. Falbe, P.E., registered engineer and a Falbe, P.E., registered engineer and a Falbe, P.E., registered engineer and a P.E., registered engineer and a P.E., registered engineer and a registered engineer and a registered engineer and a engineer and a engineer and a and a and a a a representative of Bob D. Campbell and Company, Inc., do of Bob D. Campbell and Company, Inc., do of Bob D. Campbell and Company, Inc., do Bob D. Campbell and Company, Inc., do Bob D. Campbell and Company, Inc., do D. Campbell and Company, Inc., do D. Campbell and Company, Inc., do Campbell and Company, Inc., do Campbell and Company, Inc., do and Company, Inc., do and Company, Inc., do Company, Inc., do Company, Inc., do Inc., do Inc., do do do hereby accept professional responsibility as required by the accept professional responsibility as required by the accept professional responsibility as required by the professional responsibility as required by the professional responsibility as required by the responsibility as required by the responsibility as required by the as required by the as required by the required by the required by the by the by the the the professional registration laws of this state for the registration laws of this state for the registration laws of this state for the laws of this state for the laws of this state for the of this state for the of this state for the this state for the this state for the state for the state for the for the for the the the structural design drawings consisting of S-series drawings. I design drawings consisting of S-series drawings. I design drawings consisting of S-series drawings. I drawings consisting of S-series drawings. I drawings consisting of S-series drawings. I consisting of S-series drawings. I consisting of S-series drawings. I of S-series drawings. I of S-series drawings. I S-series drawings. I S-series drawings. I drawings. I drawings. I I I I hereby disclaim responsibility for all other drawings in the disclaim responsibility for all other drawings in the disclaim responsibility for all other drawings in the responsibility for all other drawings in the responsibility for all other drawings in the for all other drawings in the for all other drawings in the all other drawings in the all other drawings in the other drawings in the other drawings in the drawings in the drawings in the in the in the the the construction document package, they being the responsibility document package, they being the responsibility document package, they being the responsibility package, they being the responsibility package, they being the responsibility they being the responsibility they being the responsibility being the responsibility being the responsibility the responsibility the responsibility responsibility responsibility of other design professionals whose seals and signed other design professionals whose seals and signed other design professionals whose seals and signed design professionals whose seals and signed design professionals whose seals and signed professionals whose seals and signed professionals whose seals and signed whose seals and signed whose seals and signed seals and signed seals and signed and signed and signed signed signed statements may appear elsewhere in the construction may appear elsewhere in the construction may appear elsewhere in the construction appear elsewhere in the construction appear elsewhere in the construction elsewhere in the construction elsewhere in the construction in the construction in the construction the construction the construction construction construction document package.
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