9-Exhibit I STRUCTURAL - IFP - 5-2-2025 - REV 1.pdf

AutoCAD SHX Text A. Provide one shop coat and one field coat of rust-

AutoCAD SHX Text inhibitive paint. See specifications for type.

AutoCAD SHX Text B. Provide one coat of finish paint as required by owner.

AutoCAD SHX Text

5. All shop and field welding shall be done by a recently

AutoCAD SHX Text certified welder.

AutoCAD SHX Text

4. Painting:

AutoCAD SHX Text

3. Welding electrodes shall be E70XX except where other

AutoCAD SHX Text electrodes are required for compatibility with material

AutoCAD SHX Text

1. Steel detailing, fabrication, and erection shall conform to

AutoCAD SHX Text the latest AISC Specifications and Code of Standard

AutoCAD SHX Text Practice, the AWS Structural Welding Code, and the Steel

AutoCAD SHX Text full pretensioning load.

AutoCAD SHX Text

2. Connections - welded or high strength bolted:

AutoCAD SHX Text A. A325SC with hardened washers - use for all moment

AutoCAD SHX Text connections, wind connections, hangers, and other

AutoCAD SHX Text connections as noted on drawings.

AutoCAD SHX Text B. A325N with hardened washers - use for all connections

AutoCAD SHX Text other than slip critical connections.

AutoCAD SHX Text C. Unless snug tight connections are noted on the drawings

AutoCAD SHX Text as being permitted, all bolts should be tightened to

AutoCAD SHX Text D. Use standard holes with the following exceptions:

AutoCAD SHX Text oversize holes are permitted when bolts are loaded in

AutoCAD SHX Text tension; short slotted holes are permitted for shear

AutoCAD SHX Text loading perpendicular to the slot.

AutoCAD SHX Text Deck Institute Specifications.

AutoCAD SHX Text being welded.

AutoCAD SHX Text

%%USTEEL CONSTRUCTION

AutoCAD SHX Text

1. Foundations for this project are designed in accordance with

AutoCAD SHX Text Geo-report G 6504-25 dated March 20, 2025 from ETTL

AutoCAD SHX Text Engineers and consultants and as verified by a Geo Tech

AutoCAD SHX Text Professional at site. Geo-report is part of construction documents.

AutoCAD SHX Text

2. Elevations given are to bottom of footings and grade beams.

AutoCAD SHX Text

3. All footings must be supported on undisturbed soil capable

AutoCAD SHX Text geotechnical engineer's report.

AutoCAD SHX Text 2' below the excavation or as recommended by the Geo-tech.

AutoCAD SHX Text

4. For placement and compaction of fill under slabs on grade

AutoCAD SHX Text see specifications. If not otherwise noted compact all fill

AutoCAD SHX Text to 98% of optimum laboratory density in accordance with ASTM

AutoCAD SHX Text D698 Standard Proctor Method. Place fill in 6" to 8" layers

AutoCAD SHX Text and compact with vibratory tamping equipment.

AutoCAD SHX Text

5. Before backfill, all walls must be adequately braced. For

AutoCAD SHX Text backfill requirements, see specifications and/or

AutoCAD SHX Text

6. Locate existing underground utilities in areas of

AutoCAD SHX Text construction. Coordinate with utility companies for any

AutoCAD SHX Text shut-off requirements of still active lines. Call the "Call

AutoCAD SHX Text Before You Dig Number 1-800-362-2764."

AutoCAD SHX Text

7. When excavations approach the ground water level, the water

AutoCAD SHX Text level shall be lowered by an acceptable dewatering system so

AutoCAD SHX Text that the water level is maintained continuously a minimum of

AutoCAD SHX Text of supporting design loads without appreciable settlement.

AutoCAD SHX Text

%%UFOUNDATIONS

AutoCAD SHX Text

%%UG E N E R A L N O T E S

AutoCAD SHX Text

II

AutoCAD SHX Text Risk category

AutoCAD SHX Text (Air entrained)

AutoCAD SHX Text Structural Steel All other (ASTM A36)

AutoCAD SHX Text

ASTM A992/50)

AutoCAD SHX Text Structural Steel / WF & S sections (ASTM A572/50 or

AutoCAD SHX Text Welded wire fabric (ASTM A185)

AutoCAD SHX Text Reinforcing bars (ASTM A615 Grade 60)

AutoCAD SHX Text Soil bearing pressure for foundations

AutoCAD SHX Text Structural Steel Cold Formed C & Z sections (ASTM A572/55)

AutoCAD SHX Text to be verified at site by Geo-tech

AutoCAD SHX Text Fy

AutoCAD SHX Text fy

AutoCAD SHX Text Fy

AutoCAD SHX Text fs

AutoCAD SHX Text Fy

AutoCAD SHX Text psi

AutoCAD SHX Text 55,000

AutoCAD SHX Text

AutoCAD SHX Text psi

AutoCAD SHX Text psi

AutoCAD SHX Text psi

AutoCAD SHX Text psi

AutoCAD SHX Text 36,000

AutoCAD SHX Text 50,000

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 60,000

AutoCAD SHX Text 30,000

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Importance factor

AutoCAD SHX Text

a) Wind Design Pressure Ultimate Load - (qz)

AutoCAD SHX Text 0-20'

AutoCAD SHX Text Seismic resisting system

AutoCAD SHX Text compressive strength in 28 days:

AutoCAD SHX Text Concrete (strength design) minimum

AutoCAD SHX Text Site Class

AutoCAD SHX Text Response modification factor

AutoCAD SHX Text Deflection amplification factor

AutoCAD SHX Text Seismic design risk category

AutoCAD SHX Text Interior slabs on grade, grade beams, AutoCAD SHX Text Sds

AutoCAD SHX Text Height Above Ground:

AutoCAD SHX Text

- Concrete subject to freezing and thawing

AutoCAD SHX Text Footings

AutoCAD SHX Text %%uDESIGN STRESSES

AutoCAD SHX Text Earthquake Design Data:

AutoCAD SHX Text Sd1

AutoCAD SHX Text B

AutoCAD SHX Text D

AutoCAD SHX Text Cd

AutoCAD SHX Text R

AutoCAD SHX Text f'c

AutoCAD SHX Text f'c

AutoCAD SHX Text f'c

AutoCAD SHX Text psi

AutoCAD SHX Text psi

AutoCAD SHX Text psi

AutoCAD SHX Text 4,000

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 4,000

AutoCAD SHX Text

AutoCAD SHX Text 4,000

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text lw

AutoCAD SHX Text 0.101g

AutoCAD SHX Text 0.108g

AutoCAD SHX Text (Steel Ordinary Moment

AutoCAD SHX Text 25.90

AutoCAD SHX Text psf

AutoCAD SHX Text 1.0

AutoCAD SHX Text

AutoCAD SHX Text Basic wind speed

AutoCAD SHX Text Wind Load:

AutoCAD SHX Text Roof

AutoCAD SHX Text %%uDESIGN LIVE LOADS

AutoCAD SHX Text V

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text mph

AutoCAD SHX Text

20.0 psf.

AutoCAD SHX Text

7. Provide foundation dowels for all walls, piers, and columns

AutoCAD SHX Text

%%UROOF, FLOOR, OR WALL OPENINGS

AutoCAD SHX Text

1. The Contractor shall verify and coordinate the number, size, AutoCAD SHX Text and location of all sleeves and openings required for

AutoCAD SHX Text mechanical or electrical items.

AutoCAD SHX Text

2. Sleeves and openings shall be located in a manner that will

AutoCAD SHX Text maintain the structural integrity of the roof, floor, or

AutoCAD SHX Text

3. No structural elements are to be cut unless specifically

AutoCAD SHX Text approved by the Engineer.

AutoCAD SHX Text An approved independent testing laboratory shall provide

AutoCAD SHX Text inspection and testing services per IBC 2012 - Chapter 17. Reports of

AutoCAD SHX Text inspection and testing shall be sent to the Engineer.

AutoCAD SHX Text Such inspection and testing shall include:

AutoCAD SHX Text

1. SEE TABLE 'REQUIRED STATEMENTS OF SPECIAL INSPECTIONS'

AutoCAD SHX Text same size and spacing as vertical steel.

AutoCAD SHX Text A. Lap all compression splices 30 bar diameters of larger bar.

AutoCAD SHX Text B. Lap all tension splices in accordance with the following table.

AutoCAD SHX Text Modify lengths as noted:

AutoCAD SHX Text wall system.

AutoCAD SHX Text

%%UINSPECTION

AutoCAD SHX Text

31. Splices:

AutoCAD SHX Text

6. Bend all horizontal wall and footing bars 1'-0" around

AutoCAD SHX Text corners or provide corner bars with 2'-0" lap.

AutoCAD SHX Text slab except as otherwise noted and shall be positively supported

AutoCAD SHX Text

5. Reinforcing for slabs on ground (minimum 6 x 6 - W1.4 x W1.4

AutoCAD SHX Text sleeves, holes, or inserts in slabs within 2'-0" of face of

AutoCAD SHX Text

3. Obtain approval of structural Engineer before locating

AutoCAD SHX Text welded wire fabric in flat sheets) shall be in the middle of the

AutoCAD SHX Text

4. Welding of reinforcing bars (including tack welding) is not

AutoCAD SHX Text permitted without permission of Engineer in writing.

AutoCAD SHX Text columns or anywhere in beams, joists, or columns.

AutoCAD SHX Text

2. Furnish bar supports where necessary during construction.

AutoCAD SHX Text by contractors engineer.

AutoCAD SHX Text ACI 318 and ACI SP-66 Detailing Manual, CRSI manual of concrete practice.

AutoCAD SHX Text latest Building Code Requirements for Reinforced Concrete

AutoCAD SHX Text

1. All concrete construction to be in accordance with the

AutoCAD SHX Text

6. All welding and high strength bolting must be inspected by a

AutoCAD SHX Text qualified testing laboratory.

AutoCAD SHX Text

%%UCONCRETE CONSTRUCTION

AutoCAD SHX Text

(UNLESS OTHERWISE NOTED)

AutoCAD SHX Text

CODE: IBC 2012 - ASCE 7-10

AutoCAD SHX Text 'C'

AutoCAD SHX Text Exposure category

AutoCAD SHX Text Frame System)

AutoCAD SHX Text Spectral Acceleration Parameters:

AutoCAD SHX Text Equivalent lateral force method - Section 12.8 ASCE 7-10

AutoCAD SHX Text psf Max.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 20-25'

AutoCAD SHX Text 27.10

AutoCAD SHX Text psf

AutoCAD SHX Text Exterior slabs on grade, grade beams and -

AutoCAD SHX Text

25. Concrete floor shall be placed on a 10 mil Poly Vinyl Membrane, over a 4" sand cushion. 26. Crack control joints may be used in the new floor slab to regulate and control the pattern of cracks due to shrinkage and temperature stresses. Joints may be saw cut. The sawing operation if elected should start as the surface has been finished and can support the weight of sawing equipment. The depth of the saw shall be 1/4 of the slab thickness. Any expansion joint material shall be min. 1/2" asphaltic material. The spacing of joints is typicaly Tx3 in feet (T= slab thickness in inches) 27. Minimum concrete cover protection for reinforcement bars shall be as follows (see ACI 318 section 7.7 for condtions noted) i) Footings ---------------- 3 inches ii) Grade beams Inches top ------------- 1 - 1 1/2" board formed sides -------- 2 inches Earth formed sides -------- 3 inches Bottom ---------------- 3 inches Slabs on grade ------------------ 2 inches to top Piers ------------------------ 2 inches 27. Interior floor slab tolerances are as follows; Slab elevation may vary a maximum of 1/4", plus or minus from finish floor elevation - as measured with a 10' straight edge, the slab may vary maximum of 1/4" from a true straight planne. contact owner for any specific requirements for tolerances. 28. Concrete slab shall recieve a curing compound conforming to the requirements of ASTM C309 applied as recommended by the manufacturer. Curing compund must be compatible with specified floor covering. 29. Provide good drainage to foundation pad at all times, to allow for gradual runoff after rain. 30. Contractor shall verify baseplate elevation placement with steel fabricator prior to setting forms.

AutoCAD SHX Text except that removal of forms and reshoring shall be inspected

AutoCAD SHX Text 97"

AutoCAD SHX Text 5,000

AutoCAD SHX Text Concrete Strength

AutoCAD SHX Text 21"

AutoCAD SHX Text 27"

AutoCAD SHX Text 37"

AutoCAD SHX Text 62"

AutoCAD SHX Text 49"

AutoCAD SHX Text 79"

AutoCAD SHX Text 69"

AutoCAD SHX Text 80"

AutoCAD SHX Text #9

AutoCAD SHX Text 125"

AutoCAD SHX Text 102"

AutoCAD SHX Text #11

AutoCAD SHX Text #10

AutoCAD SHX Text 108"

AutoCAD SHX Text 88"

AutoCAD SHX Text Size

AutoCAD SHX Text 22"

AutoCAD SHX Text 27"

AutoCAD SHX Text 35"

AutoCAD SHX Text 48"

AutoCAD SHX Text 63"

AutoCAD SHX Text 16"

AutoCAD SHX Text 3,000

AutoCAD SHX Text #5

AutoCAD SHX Text #6

AutoCAD SHX Text #8

AutoCAD SHX Text #7

AutoCAD SHX Text #4

AutoCAD SHX Text #3

AutoCAD SHX Text 23"

AutoCAD SHX Text 31"

AutoCAD SHX Text 42"

AutoCAD SHX Text 55"

AutoCAD SHX Text 4,000

AutoCAD SHX Text 19"

AutoCAD SHX Text 16"

AutoCAD SHX Text Bar

AutoCAD SHX Text +50%

AutoCAD SHX Text

5. Epoxy-coated other bars

AutoCAD SHX Text

3. Lightweight concrete

AutoCAD SHX Text

4. Epoxy-coated top bars

AutoCAD SHX Text Increase splice length by the following:

AutoCAD SHX Text

2. Bar spacing less than 3 bar

AutoCAD SHX Text

1. Horizontal top bars with greater

AutoCAD SHX Text than 12" of concrete below

AutoCAD SHX Text (Increased lengths are cumulative)

AutoCAD SHX Text diameters

AutoCAD SHX Text 17"

AutoCAD SHX Text 16"

AutoCAD SHX Text +40%

AutoCAD SHX Text +30%

AutoCAD SHX Text +31%

AutoCAD SHX Text +30%

AutoCAD SHX Text

7. Except where reactions are noted on the framing plans or details. simple framing connections of beams shall be designed to support the end reactions equal to one half of the total uniform load capacity shown in the table, part 3 of the 13th edition of AISC. 8. Unless otherwise noted, provide stiffner plates 3/8" at beam web where beams are crossing columns. 9. These drawings are not intended to meet requirements of shop or fabrication drawings. Not all members or connections may be included. 10. Shop drawings will be required to be submitted to the EOR for review and approval. See submittal section & connections this sheet. 11. Fire protection of exposed steel members to be based on use of the building and occupancy. 12. For proposal purposes, steel fabricators with Non-AISC shops shall assume that the full scope of inspection and testing for on site steel construction will apply to all steel fabricated in the Non -AISC certfied shop construction. 13. Unless noted otherwise, where slotted holes are detailed, provide long slotted holes as dimensioned in the nominal hole dimensions table in Chapter J of the applicable AISC Steel Construction Manual. 14. Connections a) All steel connections shall be designed by a Professional All steel connections shall be designed by a Professional Engineer licensed in the state of Texas, hired by the contractor. connection design and detail shown on the drawings shall be minimums. Final configuration, plate and angle thickness, number of bolts, bolt diameters and weld design shall be designed by the contractors connection engineer and subject to approval from the engineer of record. b) connections designed as pre-tensioned or slip critical shall be connections designed as pre-tensioned or slip critical shall be clearly indicated on the shop drawings submitted by the contractor's engineer. c) All bolt type shall be " diameter (minimum) A325 Type N or All bolt type shall be " diameter (minimum) A325 Type N or 34" diameter (minimum) A325 Type N or A325 SC in Standard holes. d) Pre-tensioned and slip critical bolts shall be indicator type Pre-tensioned and slip critical bolts shall be indicator type bolts equal to tension controlled bolts of the LeJeune company of Lakeville, Minnesota (800-872-2658) 15. The contractor shall verify that the flow line of all scuppers, including overflow scuppers, is no higher than 4" above the top of roofing material (Discounting any cant strips or flashing). 16. Delegated design: 1. Rooftop equipment Anchorage: Rooftop equipment Anchorage: a) All Roof Top Equipment, Associated Curbs, Equipment Tie Downs All Roof Top Equipment, Associated Curbs, Equipment Tie Downs and connections of all equipment to building structure for wind loading shall be designed by a Texas P.E. retained by the Mechanical Equipment Supplier. The equipment manufacturer shall provide the attachment of the unit to the structure and submit to the EOR loads, locations and methods of attachments.

AutoCAD SHX Text

8. Footings shall be excavated to a minimum depth as detailed below finished

AutoCAD SHX Text grade and shaped as shown in the drawings.

AutoCAD SHX Text

9. Floor slab: Floor slab thickness shall be as per plans/details and reinforced as specified in both directions. Rebar shall be located at mid depth of slab, supported on chairs and tied together with #14 black annealed wire. 10. Concrete shall have natural sand fine aggregate and normal weight course aggregates conforming to ASTM C33, Type 1 portland cement conforming to ASTM C150 and shall have a compressive strength of 4000 psi (5 sack mix.) 28 days Strength. 11. Detailing of concrete reinforcing and bars shall confirm to the recommendations of ACI-315 " Details and detailing of concrete reinforcement" and ACI SP-66 "Detailing manual". Placing of reinforcing bars shall confirm to the recommendations of ACI 315R "Manual of engineering and placement drawings for reinforced concrete structures" and CRSI manual of standard practice. 12 Mixing transporting and placing concrete shall conform to ACI 301 13. Concrete reinforcing bars shall not be tack welded, heated and cut unless specific approval is obtained from EOR. 14. Interior floor slab tolerances are as follows: Slab elevation may vary a maximum of " from finish floor elevation - As measured with a 10' 14"± from finish floor elevation - As measured with a 10'straight edge. The slab may vary a maximum of " from a true straight line. 14" from a true straight line. Provide " chamfer on all expsosed concrete surfaces. 34" chamfer on all expsosed concrete surfaces.

AutoCAD SHX Text approval of the Engineer and in accordance with the

AutoCAD SHX Text erection and remove when framing is permanently connected.

AutoCAD SHX Text framed metal framing manufacturer's instruction with screw

AutoCAD SHX Text

5. All members shall be galvanized per ASTM A525 - G60.

AutoCAD SHX Text connections are indicated.

AutoCAD SHX Text threads.

AutoCAD SHX Text fastening. Wire tying of framing members shall not be permitted.

AutoCAD SHX Text

9. Fasten cold-formed metal framing members by welding or screw

AutoCAD SHX Text

8. Cut framing members by sawing or shearing; do not torch cut.

AutoCAD SHX Text square, true to line, and with connections securely fastened.

AutoCAD SHX Text

7. Install light gauge metal framing and accessories plumb, AutoCAD SHX Text valley framing to complete the roof outlines and slopes as indicated.

AutoCAD SHX Text and/or obstructions and to provide superimposed ridge, hip and

AutoCAD SHX Text purlins, and/or double trusses as required for: framing out openings

AutoCAD SHX Text

4. Provide light-gauge lintels, added header members, AutoCAD SHX Text showing light gage framing member design, calculations for applied loads, connections

AutoCAD SHX Text

13. Light gage framing suppliers are responsible for providing shop drawings

AutoCAD SHX Text to structural support & sections. See plan sections & specifications

AutoCAD SHX Text

12. Provide temporary bracing to prevent lateral movement during

AutoCAD SHX Text

11. Install framing members in one-piece lengths, unless splice

AutoCAD SHX Text manufacturers' requirements. Notching will not be allowed.

AutoCAD SHX Text

2. Framing plans are schematic; see architectural drawings for

AutoCAD SHX Text "Structural Welding Code--Steel" and AWS D1.3 "Structural

AutoCAD SHX Text Welding Standards: Comply with applicable provisions of AWS D1.1

AutoCAD SHX Text "AISI Specification Provisions for Screw Connections."

AutoCAD SHX Text Members 2012 edition"

AutoCAD SHX Text " Specification for the Design of Cold-Formed Steel Structural

AutoCAD SHX Text

1. Construction shall conform to AISI S100-12 Specifications.

AutoCAD SHX Text

%%ULIGHT-GAUGE STEEL FRAMING

AutoCAD SHX Text conduits or other utilities shall not be permitted without the

AutoCAD SHX Text

3. Cutting of purlins, joists and beams for pipes, AutoCAD SHX Text Welding Code--Sheet Steel."

AutoCAD SHX Text dimensions.

AutoCAD SHX Text

6. Provide bearing stiffeners in purlins as required.

AutoCAD SHX Text

10. Locate mechanical fasteners and install according to cold-

AutoCAD SHX Text penetrating joined members by not less than 3 exposed screw

AutoCAD SHX Text in the architectural drawings.

AutoCAD SHX Text 3.5

AutoCAD SHX Text 3.0

AutoCAD SHX Text 25'-30'

AutoCAD SHX Text 28.20

AutoCAD SHX Text psf

AutoCAD SHX Text (Mapped Elevation Above Sea Level

AutoCAD SHX Text 336 ft)

AutoCAD SHX Text Structural Steel HSS (ASTM A500, Grade B)

AutoCAD SHX Text Fy

AutoCAD SHX Text psi

AutoCAD SHX Text 46,000

AutoCAD SHX Text

AutoCAD SHX Text Soil bearing pressure for Wall footings

AutoCAD SHX Text Soil bearing pressure for Spread Footings

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text psf

AutoCAD SHX Text

AutoCAD SHX Text psf Max.

AutoCAD SHX Text

AutoCAD SHX Text %%uGENERAL

AutoCAD SHX Text

1. The requirements of these general notes apply unless otherwise noted The requirements of these general notes apply unless otherwise noted on plans or in specifications. 2. The contractor shall verify all dimensions in the field prior to commencing work. The Engineer shall be notified of any discrepancies which may exist. 3. Any discrepancies between structural drawings and existing building construction shall be brought to the attention of Structural Engineer. 4. Do not scale drawings 5. The contractor shall furnish all necessary bracing required to properly The contractor shall furnish all necessary bracing required to properly construct the building. 6. The contract structural drawings represent the finished structure and except where specifically shown do not indicate means and methods of construction. The contractor shall supervise and direct the work and shall be solely responsible for all construction means, methods, procedures, techniques and sequence. 7. Responsibilities of the contractor for stability of the structure during construction: All structural elements of the project have been designed by the structural engineer to resist the required code vertical and lateral forces that could occur in the final completed structure only. It is the responsibility of the contractor to provide all required bracing during construction to maintain stability and safety of all structural elements during the construction process untill the Lateral-Load resisting or stability providing system is completely installed and the structure is completely tied together. 8. Conflict in Structural Requirements: Where conflict exists among the various parts of the structural contract documents, structural drawings, General notes, and specifications, the strictest requirements, as indicated by the Engineer shall Govern. 9. Periodic Site Observation by Field Representative of AK Engineering, PLLC is solely for the purposes of becoming generally familiar with the progress and quality of the work completed and is in line with the contract documents. This limited site observation should not be construed as exhaustive or continuous to check the quality or quantity of the work, but rather periodic in an effort to guard the owner against defects or deficiencies in the work of the contractor. 10. Contractor shall ensure construction materials whose weight exceeds the design live loads as indicated on strcutural drawings are not stored on structurally supported roof and canopies.

AutoCAD SHX Text SUBMITTALS: 1. Submittal list and schedule Submittal list and schedule The general contarctor shall prepare a detailed list and schedule of all submittal items to be sent to the structural engineer prior to start of construction. This list shall be updated and revised and kept current as the job progressses. The submittal list shall be organized as shown below A) Shop drawings Shop drawings B) Manufacturer's Literature for products, assemblies and hardware. Manufacturer's Literature for products, assemblies and hardware. C) Product certifications and Mill certificates. Product certifications and Mill certificates. D) Design Calculations Design Calculations 2. Shop Drawings A) The general contractor shall submit for Engineer Review Shop drawings for the The general contractor shall submit for Engineer Review Shop drawings for the following items: 1) Concrete Mix Design ( ) Concrete Mix Design ( )2) Construction joint locations in slab on grade Construction joint locations in slab on grade 3) Exterior Window Wall Systems (* , #) Exterior Window Wall Systems (* , #) 4) Light gage Metal (Cold formed steel) (*) used to support exterior cladding or as Light gage Metal (Cold formed steel) (*) used to support exterior cladding or as load bearing members. 5) Reinforcing steel Reinforcing steel 6) Roof Metal Deck Roof Metal Deck 7) Structural Steel Shop Drawings (*) Structural Steel Shop Drawings (*) Notes: (*) Items marked thus shall have shop drawings sealed by a Registered Engineer in the State of Texas, per the project specifications. (#) Items marked thus will be submitted to the Engineer for Owners record only and will not have Engineer's Shop Drawings Stamp Affixed. ( ) Items marked thus shall be submitted to the owners testing Agency for theirreview. B. All shop drawings must be reviewed and stamped by the general contractor prior to submittal. C. The omission from shop drawings of any material required by the contract documents to be furnished shall not relieve the contractor of the responsibility of furnishing and installing such materials, regardless of whether the shop drawings have been reviewed and approved. 3. Manufacturer's Literature Submit manufacturer's literature for all materials and prodcuts used in construction on the project. 4. Design Calculations The general contarctor shall submit for the engineer review design calculations sealed by a registered Engineer in the State of Texas where the Project is Located for the following items A) Structural Steel Connections Structural Steel Connections B) Light gage (Cold formed Steel) Design and Connections. Light gage (Cold formed Steel) Design and Connections.

AutoCAD SHX Text

14. See Architect's drawings for work points, overhangs, etc.

AutoCAD SHX Text for additional info.

AutoCAD SHX Text

15. Observe hot and cold weather concrete practices recommended on ACI 305 and 306 respectively for extreme temperatures. 16. Form work shall comply with ACI 347, " Recommended practice for concrete form work". 17. Conduit shall not run in longitudinal direction of grade beams. 18. Extend the foundation pad a min. of 5'-0" beyond the actual building footprint including porches and walkways. porches and walkways. . 19. Verify all dimensions and grades with the architectural drawings and notify the designer of all errors, omissions or discrepencies. 20. Contractor shall block out for all overhead and walk-thru doors as required. Contractor shall verify openings for door sizes, etc., with latest architectural drawings. 21. Contractor shall verify column/base plate placement with shop drawings. and Notify EOR for changes in the field. 22. Contractor shall request a foundation inspection at least 36 hours before concrete placement. 23. Concrete rebar shop drawings shall be submitted to the E.O.R. for review. See Submittal section this sheet. 24. Concrete test cylinders shall be made for each days pour. Concrete slump, temperature and air content shall be measured every time a set of 4 cylinders is made

AutoCAD SHX Text Drilled Pier Construction 1. Auger cast drilled pier only. Auger cast drilled pier only. 2. Sonotube can be used for the top 2ft of the pier if necessary. Sonotube can be used for the top 2ft of the pier if necessary. 3. The bottom of the shaft shall be clean and free of loose soil The bottom of the shaft shall be clean and free of loose soil prior to concrete. 4. Geo-tech engineer or his authorized representative has to Geo-tech engineer or his authorized representative has to verify the bearing surface prior and approve it. 5. See note 7 - Foundations, if groundwater is encountered at See note 7 - Foundations, if groundwater is encountered at site during drilled pier construction.

AutoCAD SHX Text LIGHT GAGE METAL DECK 1. Roof deck shall be a 1 "x 24 gage (minimum), wide rib steel deck Roof deck shall be a 1 "x 24 gage (minimum), wide rib steel deck 12"x 24 gage (minimum), wide rib steel deck galvanized (G60) meeting the requirements of the steel deck institute. Deck shall be continuous over three or more spans and shall be attached to the supporting steel with " puddle welds in 36/4 pattern 34" puddle welds in 36/4 patternwith 2-#10 tek screw side lap fasteners per span at a maximum spacing of 2'-0". 2. Secure Perimeter of deck to structural members with #10 tek screws Secure Perimeter of deck to structural members with #10 tek screws at 6" on center. 3. Ceilings, Light fixtures, ducts etc., shal not be supported by steel deck. Ceilings, Light fixtures, ducts etc., shal not be supported by steel deck.

AutoCAD SHX Text Required Statement of Special Inspections

AutoCAD SHX Text Inspection of Structural Steel

AutoCAD SHX Text

VERIFICATION AND INSPECTION

AutoCAD SHX Text

CONTINUOUS

AutoCAD SHX Text

PERIODIC

AutoCAD SHX Text

REFERENCE STANDARD

AutoCAD SHX Text

IBC REFERENCE

AutoCAD SHX Text

AutoCAD SHX Text

MATERIAL VERIFICATION OF HIGH STRENGTH BOLTS, NUTS AND WASHERS

AutoCAD SHX Text IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARD SPECIFIED IN APPROVED CONSTRUCTION DOCUMENTS.

AutoCAD SHX Text X

AutoCAD SHX Text

APPLICABLE ASTM MATERIAL STANDARDS; AISC 360, SECTION A3.3

AutoCAD SHX Text

MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED.

AutoCAD SHX Text

APPLICABLE ASTM MATERIAL STANDARDS.

AutoCAD SHX Text

AutoCAD SHX Text

INSPECTION OF HIGH STRENGTH BOLTING

AutoCAD SHX Text

SNUG TIGHT BOLTS

AutoCAD SHX Text X

AutoCAD SHX Text PRE-TENSIONED AND SLIP CRITICAL JOINTS USING TURN OF NUT WITH MATCH MARKING, TWIST OFF BOLT OR DIRECT TENSION INDICATOR METHODS OF INSTALLATION.

AutoCAD SHX Text

AISC 360, SECTION M2.5

AutoCAD SHX Text

AutoCAD SHX Text

MATERIAL VERIFICATION OF STRUCTURAL STEEL AND COLD FORMED DECK

AutoCAD SHX Text A

AutoCAD SHX Text

FOR STRUCTURAL STEEL, IDENTIFICATION MARKINGS TO CONFORM TO AISC 360

AutoCAD SHX Text B

AutoCAD SHX Text FOR OTHER STEEL, IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS

AutoCAD SHX Text C

AutoCAD SHX Text

MANUFACTURED TEST REPORTS

AutoCAD SHX Text

ASTM A6 OR ASTM A568 9

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text

AutoCAD SHX Text

MATERIAL VERIFICATION OF WELD FILLER MATERIALS

AutoCAD SHX Text A

AutoCAD SHX Text IDENTIFICATION MARKING TO CONFORM TO AWS SPECIFICATION IN THE APPROVED CONSTRUCTION DOCUMENTS.

AutoCAD SHX Text B

AutoCAD SHX Text

MANUFACTURED CERTIFICATE OF COMPLIANCE REQUIRED.

AutoCAD SHX Text

AISC 360, SECTION A3.5 AND APPLICABLE AWS A5 DOCUMENTS

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text

AutoCAD SHX Text

INSPECTION OF WELDING

AutoCAD SHX Text A

AutoCAD SHX Text

STRUCTURAL STEEL AND COLD FORMED STEEL DECK

AutoCAD SHX Text

1. COMPLETE AND PARTIAL PENETRATION COMPLETE AND PARTIAL PENETRATION GROOVE WELDS 2. MULTIPASS FILLET WELDS MULTIPASS FILLET WELDS 3. SINGLE PASS FILLET WELDS > " SINGLE PASS FILLET WELDS > " 516" 4. PLUG AND SLOT WELDS PLUG AND SLOT WELDS 5. SINGLE-PASS FILLET WELDS <= " SINGLE-PASS FILLET WELDS <= " 516" 6. FLOOR AND ROOF DECK WELDSFLOOR AND ROOF DECK WELDS

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text

AutoCAD SHX Text

INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text

DETAILS SUCH AS BRACING AND STIFFENING

AutoCAD SHX Text

MEMBER LOCATIONS

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text 1704.3.2

AutoCAD SHX Text Inspection of Concrete Construction

AutoCAD SHX Text

AutoCAD SHX Text

INSPECTION OF REINFORCING STEEL

AutoCAD SHX Text INSPECTION OF BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING PLACEMENT OF CONCRETE.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

POST INSTALLED ANCHORS IN CONCRETE

AutoCAD SHX Text

VERIFYING USE OF REQUIRED DESIGN MIX

AutoCAD SHX Text AT TIME OF FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS AND DETERMINE THE TEMPERATURE OF THE CONCRETE

AutoCAD SHX Text

INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURES AND TECHNIQUES.

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text

ACI 318; 3.5, 7.1-7.7

AutoCAD SHX Text

ACI 318; 8.1.3. 21.2.8

AutoCAD SHX Text

ACI 318; 3.8.6, 8.1.3, 21.2.8

AutoCAD SHX Text

ACI 318; CH.4, 5.2-5.4

AutoCAD SHX Text

ASTM C 172, ASTM C31 ACI 318; 5.6, 5.8

AutoCAD SHX Text

ACI 318; 5.11-5.13

AutoCAD SHX Text 1913.4

AutoCAD SHX Text 1911.5, 1912.1

AutoCAD SHX Text 1912.1

AutoCAD SHX Text 1913.10

AutoCAD SHX Text

1913.6. 1913.7 1913.7 1913.8

AutoCAD SHX Text

AutoCAD SHX Text 1913.9

AutoCAD SHX Text

INSPECTION OF CONCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES.

AutoCAD SHX Text

ACI 318; 5.9, 5.10

AutoCAD SHX Text 1904.2.2, 1913.2 1913.3

AutoCAD SHX Text Inspection of Soils (Ref. table 1705.6 of IBC)

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text VERIFY MATERIALS BELOW SHALLOW FOOTINGS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY

AutoCAD SHX Text

VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH.

AutoCAD SHX Text

PERFORM CLASSIFICATION AND TESTING OF CONTROLLED FILL MATERIALS

AutoCAD SHX Text VERIFY USE OF PROPER MATERIALS, DENSITIES, AND LIFT THICKNESS DURING PLACEMENT OF CONTROLLED COMPACTED SELECT FILL.

AutoCAD SHX Text PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY.

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text X

AutoCAD SHX Text

NOTES

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text THE OWNER SHALL EMPLOY QUALIFIED INSPECTORS TO PERFORM INSPECTIONS IN ACCORDANCE WITH BUILDING CODE. INSPECTORS SHALL PERFORM ALL DUTIES AS REQUIRED BY BUILDING CODE. JOB SITE VISITS BY THE STRUCTURAL ENGINEER DO NOT CONSTITUTE AND ARE NOT SUBSTITUTE FOR INSPECTIONS.

AutoCAD SHX Text THE SCHEDULE CONTAINS A LIST OF THE SPECIAL INSPECTION ACTIVITIES RELATED TO THE QUALITY ASSURANCE PLAN REQUIRED BY THE BUILDING CODE (IBC CHAPTER 17) FOR FABRICATION, ERECTION AND CONSTRUCTION OF THE STRUCTURAL SYSTEMS PER CD'S. ALL INSPECTORS SHALL BE QUALIFIED BY TRAINING AND EXPEROENCE.

AutoCAD SHX Text TESTING AND INSPECTION REPORTS SHALL BE PREPARED FOR EACH INSPECTION ITEM ON A PERIODIC OR DAILY BASIS WHENEVER INSPECTIONS ARE MADE ON AN ITEM. REPORTS SHALL BE PREPARED DISTRIBUTED TO THE OWNER, CONTRACTOR, ARCHITECT, STRUCTURAL ENGINEER AND BUILDING OFFICIAL (IF REQUESTED), FOR REVIEW, COMMENTS AND ACTION AS NEEDED.

AutoCAD SHX Text ARCHITECTURAL, MECHANICAL AND ELECTRICAL COMPONENTS REQUIRING INSPECTIONS HAVE NOT BEEN LISTED HERE. REFER TO ARCHITECTURAL/MEP FOR INSPECTION REQUIREMENTS AS NEEDED.

AutoCAD SHX Text IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO ENSURE THESE TESTS AND INSPECTIONS ARE PERFORMED.

AutoCAD SHX Text

15. Minimum gage for all Light gage framing members will be 16 gage All wall studs to be C section with 1 " Flange and " lip & 58" Flange and " lip & 12" lip & Minimum of 3 lateral braces between supported ends.

AutoCAD SHX Text

16. Light gage framing is performance specification. GC's light gage sub contractor to provide shop drawings with design details and calculations to E.O.R. for approval.

AutoCAD SHX Text Consulting Engineers

AutoCAD SHX Text

AK ENGINEERING, PLLC

AutoCAD SHX Text 414 E loop 281, Suite 2

AutoCAD SHX Text Longview, TX 75605

AutoCAD SHX Text

(903) 236-3321/Fax (903) 236-3325

AutoCAD SHX Text e-mail: akortikere@gmail.com

AutoCAD SHX Text Sheet Title

AutoCAD SHX Text Job Name

AutoCAD SHX Text Sheet No.

AutoCAD SHX Text Drawn

AutoCAD SHX Text Checked

AutoCAD SHX Text Scale

AutoCAD SHX Text Date

AutoCAD SHX Text Job No.

AutoCAD SHX Text %%uDescription

AutoCAD SHX Text Issue/Revision

AutoCAD SHX Text %%uNo.

AutoCAD SHX Text %%uDate

AutoCAD SHX Text S0.0

AutoCAD SHX Text

GENRAL NOTES & TYPICAL DTLS.

AutoCAD SHX Text

GREGG CNTY PRECINCT 2

AutoCAD SHX Text

800 GILMER RD

AutoCAD SHX Text

LONGVIEW, TX

AutoCAD SHX Text

AK

AutoCAD SHX Text

05.2.2025 IFP

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text 2025-03-01

AutoCAD SHX Text DIMENSION VERIFICATION NOTE: THE NEW STRUCTURE ADJOINS AN EXISTING STRUCTURE. ALL EFFORT HAS BEEN MADE TO VERIFY EXISTING DIMENSIONS. HOWEVER, CONTRACTOR SHALL FIELD VERIFY ALL DIMENSION AFTER DEMOLITION AND BEFORE CERTIFYING STEEL SHOP DRAWINGS. THESE INCLUDE BOTH HORIZONTAL (PLAN) DIMENSIONS AND VERTICAL ELEVATIONS. NOTIFY EOR OF CHANGES. IF ADJUSTMENTS ARE REQUIRED ADDITIONAL ENGINEERING FEES MAY BE INCURRED.

AutoCAD SHX Text

ISSUED FOR FINAL PERMIT 5.2.2025

AutoCAD SHX Text R

AutoCAD SHX Text P

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text

ARUN S KORTIKERE

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text F

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text 98082

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text X

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text

THIS DRAWING WAS ELECTRONICALLY SEALED BY ARUN S KORTIKERE, P.E. ON 5.2.2025

F-11475

6" GRAVEL BED

AutoCAD SHX Text

6" DIA. STEEL PIPE

AutoCAD SHX Text

MIN.

AutoCAD SHX Text

FILLED WITH CONCRETE. PAINT W/1 COAT PRIMER AND 2 FINISH COATS.

AutoCAD SHX Text CONCRETE ENCASEMENT TO BE PLACED AT TIME OF SLAB. CORING OF BOLLARD SHALL NOT BE PERMITTED.

AutoCAD SHX Text

TYP. BOLLARD DTL.

AutoCAD SHX Text

FINISH FLOOR OR PAVING

AutoCAD SHX Text

%%UNON-BEARING PARTITIONS OR STEEL STAIRS

AutoCAD SHX Text

%%UTYPICAL THICKENED SLAB DETAIL UNDER

AutoCAD SHX Text

2-#5 CONTINUOUS

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

4",6", OR 8" NON-BRG.

AutoCAD SHX Text

MASONRY PARTITION

AutoCAD SHX Text 1'-3"

AutoCAD SHX Text

TYPICAL

AutoCAD SHX Text

@ 4" CMU

AutoCAD SHX Text

%%UTYPICAL DOWELS: %%U(4'-0" ABOVE FIN. FLR.)

AutoCAD SHX Text

AND WALL REINF: 2-#5 @ CORNERS

AutoCAD SHX Text

& JAMBS ONLY (FULL HEIGHT)

AutoCAD SHX Text

FOR SIZE AND ELEVATION OF SLEEVE

AutoCAD SHX Text

FOOTING SIZE AND REINFORCING

AutoCAD SHX Text

OTHER UTILITIES MAY OCCUR

AutoCAD SHX Text

(2 X DIAMETER) + 4 Y

AutoCAD SHX Text

PROVIDE 2" COMPRESSIBLE FILLER, PLACED UNIFORMLY AROUND PIPE.

AutoCAD SHX Text

%%UFOOTING REINFORCING DETAIL

AutoCAD SHX Text

%%UFOR PENETRATIONS OR SLEEVES

AutoCAD SHX Text

IF DIRECT PENETRATION OF PIPE IS REQUIRED IN LIEU OF SLEEVE,

AutoCAD SHX Text

%%UNOTE:

AutoCAD SHX Text

6" MIN.

AutoCAD SHX Text

SAME SIZE AND NUMBER

AutoCAD SHX Text

AS BOTTOM REINFORCING

AutoCAD SHX Text

3" CLEAR

AutoCAD SHX Text Y

AutoCAD SHX Text

6" MIN.

AutoCAD SHX Text

SEE PLAN AND SCHEDULES FOR

AutoCAD SHX Text

12" MIN.

AutoCAD SHX Text

SEE CIVIL, SITE, OR MECHANICAL DRAWINGS

AutoCAD SHX Text %%uNOTE%%u:

AutoCAD SHX Text

SEE TYPICAL SLAB ON GROUND JOINT DETAILS AND

AutoCAD SHX Text

SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS

AutoCAD SHX Text 1-#4 x 4'-0" DIAGONAL

AutoCAD SHX Text

TOP OF SLAB (MAY OMIT

AutoCAD SHX Text

AT CONSTRUCTION JOINTS)

AutoCAD SHX Text

EDGE OF SLAB

AutoCAD SHX Text

RE-ENTRANT CORNER

AutoCAD SHX Text %%uPLAN DETAIL AT RE-ENTRANT CORNERS

AutoCAD SHX Text

TURN VAPOR RETARDER UP

AutoCAD SHX Text

WALL TO TOP OF SLAB

AutoCAD SHX Text

CONCRETE SLAB ON GROUND

AutoCAD SHX Text

SEE PLAN FOR THICKNESS

AutoCAD SHX Text

AND REINFORCING

AutoCAD SHX Text

BASE

AutoCAD SHX Text

VAPOR RETARDER (CLASS 1)

AutoCAD SHX Text 2 1/2"

AutoCAD SHX Text 2"

AutoCAD SHX Text

CLEAR COVER

AutoCAD SHX Text

SUB-BASE (VERIFIED BY A QUALIFIED GEOTECH

AutoCAD SHX Text %%uSLAB ON GROUND DETAIL

AutoCAD SHX Text

(#10, #57 OR

AutoCAD SHX Text

#467 STONE)

AutoCAD SHX Text

1" #10 STONE

AutoCAD SHX Text

3" GRANULAR FILL

AutoCAD SHX Text

PRIOR TO POURING SLAB)

AutoCAD SHX Text

FOOTING SIZE AND REINFORCING

AutoCAD SHX Text

%%UFOOTING DETAIL WITH UTILITY LINES BELOW

AutoCAD SHX Text

MIN.

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

FOOTING INFLUENCE ZONE. SEE DETAIL ABOVE FOR INFLUENCE ZONE DEFINITION

AutoCAD SHX Text

PROVIDE CONCRETE PROTECTION AROUND UTILITY LINE WHEN LINE IS WITHIN

AutoCAD SHX Text

%%U%% NOTE:

AutoCAD SHX Text

6" MIN.

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

MIN.

AutoCAD SHX Text

VARIES

AutoCAD SHX Text FILL f'c=1500 psi

AutoCAD SHX Text

UNIFORMILY AROUND PIPE

AutoCAD SHX Text

2" COMPRESSIBLE FILLER PLACED

AutoCAD SHX Text

FOR SIZE AND ELEVATION OF SLEEVE

AutoCAD SHX Text

LEAN CONCRETE

AutoCAD SHX Text

SEE PLAN AND SCHEDULES FOR

AutoCAD SHX Text

SEE CIVIL, SITE, OR MECHANICAL DRAWINGS

AutoCAD SHX Text

1/3 T MIN., 1/2 T MAX.

AutoCAD SHX Text

BOTTOM OF REINFORCING

AutoCAD SHX Text

BAR AT CORNERS

AutoCAD SHX Text

OPTIONAL CONSTRUCTION JOINT

AutoCAD SHX Text #4 x 3'-0" TOP DIAGONAL

AutoCAD SHX Text

ADD #4 CONTINUOUS W/

AutoCAD SHX Text

1. CONTRACTION JOINTS SHALL BE INSTALLED IN SLABS ON GROUND AT A MAXIMUM SPACING

AutoCAD SHX Text

2. REINFORCING TO BE CONTINUOUS THROUGH CONSTRUCTION JOINTS.

AutoCAD SHX Text

THE ABOVE METHODS. MAXIMUM LENGTH OF ANY SLAB ON GROUND POUR TO BE 50'-0"

AutoCAD SHX Text

BETWEEN CONSTRUCTION JOINTS. THIS SPACING OF JOINTS SHALL APPLY UNLESS

AutoCAD SHX Text

IN FEET OF 3 TIMES THE SLAB THICKNESS IN INCHES IN EACH DIRECTION BY EITHER OF

AutoCAD SHX Text

CONSTRUCTION JOINT

AutoCAD SHX Text %%uCONSTRUCTION JOINT

AutoCAD SHX Text

%%USLAB ON GROUND JOINTS

AutoCAD SHX Text

SPECIFICALLY SHOWN OTHERWISE ON DRAWINGS.

AutoCAD SHX Text %%uNOTES:

AutoCAD SHX Text

8" MIN.

AutoCAD SHX Text

SEE PLAN FOR

AutoCAD SHX Text

DEPRESSION

AutoCAD SHX Text

T= SLAB THICK.

AutoCAD SHX Text

USE A RECTANGULAR KEY

AutoCAD SHX Text

WHEN T IS 6" OR DEEPER,

AutoCAD SHX Text

3/4" MIN.

AutoCAD SHX Text

EQUAL

AutoCAD SHX Text T/5

AutoCAD SHX Text

1/4 T MIN.

AutoCAD SHX Text %%uSAWED CONTRACTION JOINT

AutoCAD SHX Text

HOURS AFTER POUR

AutoCAD SHX Text

SAW-CUT JOINT WITHIN 12

AutoCAD SHX Text

1/3 T MIN., 1/2 T MAX.

AutoCAD SHX Text

BOTTOM OF REINFORCING

AutoCAD SHX Text Consulting Engineers

AutoCAD SHX Text

AK ENGINEERING, PLLC

AutoCAD SHX Text 414 E loop 281, Suite 2

AutoCAD SHX Text Longview, TX 75605

AutoCAD SHX Text

(903) 236-3321/Fax (903) 236-3325

AutoCAD SHX Text e-mail: akortikere@gmail.com

AutoCAD SHX Text Sheet Title

AutoCAD SHX Text Job Name

AutoCAD SHX Text Sheet No.

AutoCAD SHX Text Drawn

AutoCAD SHX Text Checked

AutoCAD SHX Text Scale

AutoCAD SHX Text Date

AutoCAD SHX Text Job No.

AutoCAD SHX Text %%uDescription

AutoCAD SHX Text Issue/Revision

AutoCAD SHX Text %%uNo.

AutoCAD SHX Text %%uDate

AutoCAD SHX Text S0.1

AutoCAD SHX Text

GENRAL NOTES & TYPICAL DTLS.

AutoCAD SHX Text

GREGG CNTY PRECINCT 2

AutoCAD SHX Text

800 GILMER RD

AutoCAD SHX Text

LONGVIEW, TX

AutoCAD SHX Text

AK

AutoCAD SHX Text

05.2.2025 IFP

AutoCAD SHX Text

AS NOTED

AutoCAD SHX Text 2025-03-01

AutoCAD SHX Text DIMENSION VERIFICATION NOTE: THE NEW STRUCTURE ADJOINS AN EXISTING STRUCTURE. ALL EFFORT HAS BEEN MADE TO VERIFY EXISTING DIMENSIONS. HOWEVER, CONTRACTOR SHALL FIELD VERIFY ALL DIMENSION AFTER DEMOLITION AND BEFORE CERTIFYING STEEL SHOP DRAWINGS. THESE INCLUDE BOTH HORIZONTAL (PLAN) DIMENSIONS AND VERTICAL ELEVATIONS. NOTIFY EOR OF CHANGES. IF ADJUSTMENTS ARE REQUIRED ADDITIONAL ENGINEERING FEES MAY BE INCURRED.

AutoCAD SHX Text

ISSUED FOR FINAL PERMIT 5.2.2025

AutoCAD SHX Text R

AutoCAD SHX Text P

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text

ARUN S KORTIKERE

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text F

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text 98082

AutoCAD SHX Text E

AutoCAD SHX Text A

AutoCAD SHX Text S

AutoCAD SHX Text X

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text

THIS DRAWING WAS ELECTRONICALLY SEALED BY ARUN S KORTIKERE, P.E. ON 5.2.2025

F-11475

CONFERENCE

HALL

SERVICE AREA

TAX CLERKS

j jf ih

TAX CLERKS

ELEC

ENTRY

WAITING

WORKROOM

CONFERENCE

JAN

MENS

STRG

STRG

ROGER

JP WAITING

IT

DRIVE THRU

W E

B

D

E A

L

S U

P E

R

O

F F

MICHELLE

STRG

STRG

RAY

S E

R V

I C

E

A

R E

A

RR

L

L

A

A C

B

B D E

AA

DD

aa aa bb bb

STRG

g h.8

0.5

CC

BB

EE

FF