Structural Drawings - Stilley Station.pdf

PDF 5 MB Posted Apr 2, 2026

Attached to: New Solid Waste Site Collection Center Stilley Station Road
Solicitation number: 475-SW-FY26-004
Issued by: Beaufort County, North Carolina

About this file

Written by GovTribe AI · Apr 6, 2026

This document comprises structural engineering drawings for the Stilley Station Road Convenience Site project located in Beaufort County, North Carolina, prepared by RPA Engineering, P.A. The project involves the design and construction of a convenience site facility with multiple structural components including a pre-engineered metal building (PEMB), canopy structures, an equipment shed, an attendant building, concrete pads, retaining walls, and associated foundation systems. The structural drawings detail comprehensive plans for foundations, footings, floor slabs, roof framing, and connection details across nine sheets (S1.1 through S4.1). The design incorporates concrete construction with specified compressive strengths ranging from 3,000 to 5,000 PSI, structural steel framing with hot-dip galvanized finish, wood framing components, and metal roof deck systems. The project is designed in accordance with the 2018 North Carolina State Building Code with a basic wind speed of 125 MPH (Beaufort County exposure category C), a ground snow load of 10 PSF, and seismic design category criteria as specified.

The structural design establishes a presumptive maximum allowable soil bearing capacity of 1,500 PSF with minimum footing depths of 12 inches below grade. Reinforcing steel conforms to ASTM A615 Grade 60, with specified splice schedules and development lengths detailed throughout the drawings. All structural wood members are specified as No. 2 Southern Yellow Pine with 19% maximum moisture content, with pressure-treated requirements for elements exposed to weather or in direct contact with masonry, soil, or concrete. Metal connectors and fastening schedules comply with Simpson Strong-Tie specifications or equivalent manufacturers, and all welding conforms to AWS D1.1 standards with E70XX electrodes. The drawings include detailed schedules for concrete materials, footing reinforcement, exposed concrete finishes, and comprehensive general structural notes addressing construction responsibilities, foundation design criteria, concrete specifications and mix design requirements, structural steel detailing and fabrication standards, pre-engineered metal building configuration requirements, and wood framing and decking specifications.

View the file

Other files

File	Type	Posted
Addendum 3 April 27, 2026 - Bid No SW-FY-26-004 Stilley Station.pdf	PDF	Apr 2, 2026
Wastewater Treatment and Dispersal System - Stilley Station.pdf	PDF	Apr 2, 2026
Bid No SW-FY-24-004 Stilley Station Addendum 1 April 17 2026.pdf	PDF	Apr 2, 2026
Civil Site Drawings - Stilley Station.pdf	PDF	Apr 2, 2026
FY26 004 North Boyd Rd and Stilley Station Rd Geotechnical Information Report.pdf	PDF	Apr 2, 2026
Project Manual - Stilley Station.pdf	PDF	Apr 2, 2026
Bid No. SW-FY-24-004 Stilley Station ADDENDUM 2 April 24, 2026.pdf	PDF	Apr 2, 2026
Electrical Drawings - Stilley Station.pdf	PDF	Apr 2, 2026
Architectural Drawings - Stilley Station.pdf	PDF	Apr 2, 2026

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1/16" = 1'-0"

FOUNDATION PLAN

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CONCRETE - MULTI MATERIAL PAD/CANOPY SEE S1.2

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EMBED PLATES @ DUMPSTER PADS TYP. SEE DETAIL 7/S2.2

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NORTH

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CONCRETE YARD WASTE PAD SEE S1.2

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STONE RAMP SEE CIVIL DWGS.

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CONCRETE STAIRS TYP.

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CONCRETE STAIRS TYP.

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EQUIPMENT SHED SEE S1.3

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ATTENDANT BUILDING SEE S1.4

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SEAL 17348

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AutoCAD SHX Text THIS DRAWING IS THE PROPERTY OF RPA ENGINEERING, P.A. ANY USE, REUSE, REPRODUCTION, DISPLAY OR SALE OF THIS DRAWING WITHOUT WRITTEN CONSENT OF RPA ENGINEERING, P.A. IS STRICTLY PROHIBITED. (COPYRIGHT, RPA ENGINEERING. P.A. 2026)

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DATE

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SEAL

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RETAINING WALL

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PLAN

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CANOPY PAD / PLAN

MULTI-MATERIAL

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CANOPY ROOF PLAN

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STEEL PEMB FRAMING

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METAL PANEL ROOF

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PROVIDE 6" WIDE ALUMINUM GUTTER

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PROVIDE 6" WIDE ALUMINUM GUTTER

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PROVIDE 6" WIDE ALUMINUM GUTTER WITH DOWN TAKE PIPE AS REQUIRED

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MATERIAL CANOPY

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CONCRETE SLAB ON GRADE

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TRUSS GIRDER

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AutoCAD SHX Text ROOF FRAMING PLAN NOTES: 1. SEE SHEET S4.1 FOR DESIGN CRITERIA, GENERAL STRUCTURAL SEE SHEET S4.1 FOR DESIGN CRITERIA, GENERAL STRUCTURAL NOTES AND SCHEDULES. 2. ALL BUILDING DIMENSIONS ARE FROM FACE TO FACE OF STUD ALL BUILDING DIMENSIONS ARE FROM FACE TO FACE OF STUD WALLS, U.N.O. 3. SEE ARCH DWGS FOR ADDITIONAL DIMENSIONS, WALL OPENINGS, SEE ARCH DWGS FOR ADDITIONAL DIMENSIONS, WALL OPENINGS, ETC. 4. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. 5. TRUSS BEARING ELEVATION IS X'-X". ABOVE GROUND LEVEL TRUSS BEARING ELEVATION IS X'-X". ABOVE GROUND LEVEL SLAB. SEE ARCHITECTURAL/CIVIL DRAWINGS FOR ACTUAL FINISHED FLOOR ELEVATION. 6. SEE MECHANICAL, PLUMBING DRAWINGS FOR OPENINGS SEE MECHANICAL, PLUMBING DRAWINGS FOR OPENINGS LOCATIONS NOT SHOWN.

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PRE-ENG WOOD TRUSS @ 24" O.C.

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TRUSS GIRDER

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2" CLR. TYP.

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REINF. CONT. S.O.G. - SEE PLAN

AutoCAD SHX Text NOTES: 1. USE AT ENDS OF POUR AT USE AT ENDS OF POUR AT CONTROL JOINT LOCATIONS SHOWN ON PLAN. 2. SEE 1/S1.4 FOR ADDITIONAL SEE 1/S1.4 FOR ADDITIONAL TYPICAL SLAB INFORMATION.

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TYP.

AutoCAD SHX Text 2 x 'T'

AutoCAD SHX Text

SLAB THKNS. 'T'

AutoCAD SHX Text BUTT JOINT FORMED w/ HEADER

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TYP.

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4" COMPACTED GRANULAR FILL

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SUBGRADE

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REINF. CONC. S.O.G. - SEE PLAN

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SLAB THKNS. 'T'

AutoCAD SHX Text NOTES: 1. THIS TYPE OF CONTROL JOINT THIS TYPE OF CONTROL JOINT SHALL BE USED WHERE SHOWN. USE A CONSTRUCTION JOINT AT ENDS OF POUR. 2. SEE 1/S1.4 FOR OTHER TYPICAL SEE 1/S1.4 FOR OTHER TYPICAL SLAB INFORMATION.

AutoCAD SHX Text CONT. SAWCUT JOINT - " 316" WIDE x (T/4)" DEEP CUT - FILL JOINT w/ SEALANT

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4" COMPACTED GRANULAR FILL

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SUBGRADE

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REINF. CHAIR, TYP.

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10 MIL. VAPOR BARRIER

AutoCAD SHX Text CONC. SLAB-ON-GRADE w/ W.W.F. (WELDED WIRE FABRIC) - SEE PLAN

AutoCAD SHX Text 'T'/2

AutoCAD SHX Text 'T'

AutoCAD SHX Text NOTES: 1. 'T' = SLAB THICKNESS, SEE PLAN. 'T' = SLAB THICKNESS, SEE PLAN. 2. LAP W.W.F. ONE FULL MESH LAP W.W.F. ONE FULL MESH PANEL & TIE SECURELY.

AutoCAD SHX Text 2x6 STUDS @ 16" O.C.-TYP.

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(2) CONT. 2x6 PLATE

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SEE PLAN

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CEILING

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HURRICANE TIES @ EA. TRUSS -TYP. BY TRUSS MFRS.

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EXTERIOR WALL SHEATHING TYP.

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PLATE

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LINE

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INTERIOR WALL SHEATHING TYP.

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WALL FINISH SEE ARCH.

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PRE-ENG. WOOD TRUSSES PLAN

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PR-ENG. WOOD TRUSS SEE PLAN

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EXTERIOR WALL SHEATHING

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SEE ARCH

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PLATE

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LINE

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AutoCAD SHX Text 2x6 STUDS WALL

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(2) 2x6 PLATE

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'A35' SIMPSON FRAMING ANGLE @ EA. OUTRIGGER TYP

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'H2.5A' SIMPSON HURRICANE TIES @ EA. OUTRIGGER TYP

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OUTRIGGERS SEE PLAN

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3" CLR. TYP.

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AutoCAD SHX Text 8"

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CLR.

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SLAB ON GRADE SEE PLAN

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SEE PLAN

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1'-0" MIN.

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FIN. GRADE - SEE CIVIL / ARCH. DWGS.

AutoCAD SHX Text #4 @ 48" O.C.

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34" CHAMFER

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T/SLAB EL. - SEE PLAN

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3" CLR. TYP.

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TOP OF SLAB SEE PLAN

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VAPOR BARRIER TYP.

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(2)#5 BAR CONT. BOTTOM

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#4 DOWELS @ 24" O.C. TYP

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(1) #5 BAR CONT.

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'T' SEE PLAN

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GRADE SEE CIVIL

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8"MAX.

AutoCAD SHX Text 2x6 STUDS @ 16" O.C.

AutoCAD SHX Text 58" ANCHOR BOLTS@ 48" O.C. OR " 12" HILTI 'KWIK BOLT 3' w/ 3 " EMBEDMENT 58" EMBEDMENT @ 48" O.C., MAX.

AutoCAD SHX Text 2x6 P.T. SILL PLATE

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SLAB ON GRADE SEE 1/S2.1

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AutoCAD SHX Text GENERAL STRUCTURAL NOTES: 1. GENERAL NOTES GENERAL NOTES 1.1. METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. 1.2. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR SLEEVES, CURBS, INSERTS OR OPENINGS NOT HEREIN INDICATED. 1.3. COORDINATE THESE DRAWINGS WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL DRAWINGS. COORDINATE THESE DRAWINGS WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL DRAWINGS. 1.4. VERIFY ALL FLOOR AND ROOF OPENING SIZES AND LOCATIONS, EQUIPMENT PAD SIZES AND LOCATIONS, ANCHOR BOLT VERIFY ALL FLOOR AND ROOF OPENING SIZES AND LOCATIONS, EQUIPMENT PAD SIZES AND LOCATIONS, ANCHOR BOLT LAYOUTS, ETCETERA, WITH EQUIPMENT SELECTED. 1.5. VERIFY BUILDING LOCATION AND ORIENTATION WITH OWNER AND LOT SETBACK REQUIREMENTS BEFORE ANY VERIFY BUILDING LOCATION AND ORIENTATION WITH OWNER AND LOT SETBACK REQUIREMENTS BEFORE ANY CONSTRUCTION IS STARTED ON THE PROJECT. 1.6. CONTRACTOR IS RESPONSIBLE FOR DESIGN AND INSTALLATION OF ALL SHORING REQUIRED TO SUPPORT NEW AND CONTRACTOR IS RESPONSIBLE FOR DESIGN AND INSTALLATION OF ALL SHORING REQUIRED TO SUPPORT NEW AND EXISTING STRUCTURAL ELEMENTS. 2. FOUNDATION FOUNDATION 2.1. ALL FOOTINGS SHALL BE ON UNDISTURBED SOIL OR 98% COMPACTED FILL PER ASTM D698. ALL FOOTINGS SHALL BE ON UNDISTURBED SOIL OR 98% COMPACTED FILL PER ASTM D698. 2.2. NO FOOTINGS OR SLABS SHALL BE POURED INTO OR AGAINST SUBGRADE CONTAINING FREE WATER, FROST, ICE OR NO FOOTINGS OR SLABS SHALL BE POURED INTO OR AGAINST SUBGRADE CONTAINING FREE WATER, FROST, ICE OR LOOSE MATERIAL. 2.3. EXCAVATIONS FOR FOOTINGS SHALL HAVE THE SIDES AND BOTTOMS TEMPORARILY LINED WITH 6 MIL. POLYETHYLENE IF EXCAVATIONS FOR FOOTINGS SHALL HAVE THE SIDES AND BOTTOMS TEMPORARILY LINED WITH 6 MIL. POLYETHYLENE IF PLACEMENT OF CONCRETE DOES NOT OCCUR WITHIN 24 HRS OF THE EXCAVATION OF THE FOOTING. 2.4. ADVERSE FOUNDATION CONDITIONS NOTED DURING CONSTRUCTION SUCH AS SOFT SOILS, ORGANIC MATTER, ETCETERA, ADVERSE FOUNDATION CONDITIONS NOTED DURING CONSTRUCTION SUCH AS SOFT SOILS, ORGANIC MATTER, ETCETERA, SHALL BE REPORTED TO THE ENGINEER BEFORE FURTHER CONSTRUCTION IS ATTEMPTED. 2.5. IF UNDERMINING OF FOOTINGS OCCURS, FILL VOIDS WITH LEAN CONCRETE MIX. DO NOT ATTEMPT TO REPLACE AND IF UNDERMINING OF FOOTINGS OCCURS, FILL VOIDS WITH LEAN CONCRETE MIX. DO NOT ATTEMPT TO REPLACE AND RECOMPACT SOIL. 3. CONCRETE CONCRETE 3.1. ALL PLACED CONCRETE, SHALL HAVE NORMAL WEIGHT COARSE AGGREGATES UNLESS OTHERWISE NOTED, AND SHALL ALL PLACED CONCRETE, SHALL HAVE NORMAL WEIGHT COARSE AGGREGATES UNLESS OTHERWISE NOTED, AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) AT 28 DAYS AS SHOWN ON THE CONCRETE MATERIALS SCHEDULE. 3.2. GROUT FOR BASE PLATES SHALL BE NON-METTALIC, NON-SHRINKABLE GROUT, AND SHALL HAVE A MINIMUM GROUT FOR BASE PLATES SHALL BE NON-METTALIC, NON-SHRINKABLE GROUT, AND SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH, AT 28 DAYS, OF 5000 PSI. 3.3. NO CALCIUM CHLORIDE SHALL BE USED IN ANY CONCRETE. NO CALCIUM CHLORIDE SHALL BE USED IN ANY CONCRETE. 3.4. CHAMFER ALL EXPOSED EXTERNAL CORNERS OF CONCRETE WITH " x 45 DEGREE CHAMFER, UNLESS OTHERWISE CHAMFER ALL EXPOSED EXTERNAL CORNERS OF CONCRETE WITH " x 45 DEGREE CHAMFER, UNLESS OTHERWISE 34" x 45 DEGREE CHAMFER, UNLESS OTHERWISE NOTED. 3.5. HORIZONTAL FOOTING AND HORIZONTAL WALL REINFORCING SHALL BE CONTINUOUS, AND SHALL HAVE 90 DEGREE HORIZONTAL FOOTING AND HORIZONTAL WALL REINFORCING SHALL BE CONTINUOUS, AND SHALL HAVE 90 DEGREE BENDS AND EXTENSIONS, OR CORNER BARS OF EQUIVALENT SIZE LAPPED, WITH A CLASS B TENSION SPLICE, AT CORNERS AND INTERSECTIONS. TOP BAR CRITERIA SHALL APPLY IF 12" OR MORE OF FRESH CONCRETE IS PLACED BELOW BAR. 3.6. SEE ARCHITECTURAL DRAWINGS FOR ALL WATERPROOFING / DAMPPROOFING DETAILS. SEE ARCHITECTURAL DRAWINGS FOR ALL WATERPROOFING / DAMPPROOFING DETAILS. 3.7. ALL DOWELS SHALL MATCH SIZE AND NUMBER OF MAIN REINFORCING, UNLESS OTHERWISE NOTED ON THE DRAWINGS. ALL DOWELS SHALL MATCH SIZE AND NUMBER OF MAIN REINFORCING, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 3.8. SEE ARCHITECTURAL DRAWINGS FOR TYPE AND LOCATION OF FLOOR FINISHES. SEE ARCHITECTURAL DRAWINGS FOR TYPE AND LOCATION OF FLOOR FINISHES. 3.9. SEE MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL DRAWINGS FOR ADDITIONAL WALL / SLAB OPENINGS NOT SHOWN SEE MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL DRAWINGS FOR ADDITIONAL WALL / SLAB OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS. 3.10. ALL REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60. ALL REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60. 3.11. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. 3.12. DETAIL AND FABRICATE REINFORCING STEEL IN ACCORDANCE WITH THE ACI DETAILING MANUAL. DETAIL AND FABRICATE REINFORCING STEEL IN ACCORDANCE WITH THE ACI DETAILING MANUAL. 3.13. IN-PLACE REINFORCING STEEL, SHALL BE REVIEWED BY THE ENGINEER PRIOR TO PLACEMENT OF CONCRETE. IN-PLACE REINFORCING STEEL, SHALL BE REVIEWED BY THE ENGINEER PRIOR TO PLACEMENT OF CONCRETE. 3.14. AT CORNERS AND INTERSECTIONS, PROVIDE BARS OF THE SAME NUMBER AND SIZE AS THE LONGITUDINAL BARS IN AT CORNERS AND INTERSECTIONS, PROVIDE BARS OF THE SAME NUMBER AND SIZE AS THE LONGITUDINAL BARS IN THE FOOTING. 3.15. CONCRETE MATERIALS SHALL BE AS FOLLOWS: CONCRETE MATERIALS SHALL BE AS FOLLOWS: 3.15.1. USE TYPE I/II PORTLAND CEMENT CONFORMING TO ASTM C150 USE TYPE I/II PORTLAND CEMENT CONFORMING TO ASTM C150 3.15.2. AGGREGATE SHALL CONFORM TO ASTM C33 (FINE AND COURSE AGGREGATES) AGGREGATE SHALL CONFORM TO ASTM C33 (FINE AND COURSE AGGREGATES) 3.15.3. AIR ENTRAINING ADMIXTURE SHALL CONFORM TO ASTM C260 AIR ENTRAINING ADMIXTURE SHALL CONFORM TO ASTM C260 3.15.4. PLASTICIZER CAN BE USED TO IMPROVE WORKABILITY IF REQUIRED PLASTICIZER CAN BE USED TO IMPROVE WORKABILITY IF REQUIRED 4. PRE-ENGINEERED METAL BUILDINGS PRE-ENGINEERED METAL BUILDINGS 4.1. CONFIGURATION, COLUMN LOCATIONS, EAVE HEIGHTS, ROOF SLOPE, ETCETERA, SHALL BE AS SHOWN ON THE CONFIGURATION, COLUMN LOCATIONS, EAVE HEIGHTS, ROOF SLOPE, ETCETERA, SHALL BE AS SHOWN ON THE DRAWINGS. SHOULD BUILDING MANUFACTURER WISH TO FURNISH A SYSTEM THAT WILL DIFFER FROM THAT SHOWN, WRITTEN APPROVAL SHALL BE OBTAINED FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO BIDDING. 4.2. BUILDING DESIGN AND LOAD APPLICATION SHALL CONFORM TO THE CURRENT NORTH CAROLINA STATE BUILDING CODE. BUILDING DESIGN AND LOAD APPLICATION SHALL CONFORM TO THE CURRENT NORTH CAROLINA STATE BUILDING CODE. THE COLLATERAL LOAD SHALL NOT BE USED TO REDUCE THE EFFECTS OF WIND LOADS ON THE BUILDING. ROOF LIVE LOAD 20 PSF 20 PSF COLLATERAL ROOF DEAD LOAD 10 PSF 10 PSF WIND LOAD 70 MPH 70 MPH EXPOSURE C C IMPORTANCE FACTOR 1.0 1.0 REFER TO THE 'GENERAL' SECTION OF THE STRUCTURAL NOTES FOR ADDITIONAL LOADING INFORMATION. SECTION OF THE STRUCTURAL NOTES FOR ADDITIONAL LOADING INFORMATION. 4.3. THE METAL BUILDING FRAMES SHALL BE DESIGNED SUCH THAT THE MAXIMUM HORIZONTAL DRIFT DUE TO WIND AND THE METAL BUILDING FRAMES SHALL BE DESIGNED SUCH THAT THE MAXIMUM HORIZONTAL DRIFT DUE TO WIND AND SEISMIC LOADING SHALL SATISFY AN H /180 CRITERIA. THE MAXIMUM VERTICAL DEFLECTION OF PRIMARY AND SECONDARY FRAMING MEMBERS SHALL BE WITHIN THE TOLERANCES PROSCRIBED BY THE NC STATE BUILDING CODE. MANUFACTURER SHALL VERIFY THAT THE DEFLECTION CRITERIA ARE COMPATIBLE WITH EXTERIOR AND INTERIOR FINISHES SUPPORTED BY THE METAL BUILDING STRUCTURE. 4.4. THE FOOTING DESIGN IS BASED UPON AN ASSUMED LOADING OF THE METAL BUILDING SUPER-STRUCTURE. THE THE FOOTING DESIGN IS BASED UPON AN ASSUMED LOADING OF THE METAL BUILDING SUPER-STRUCTURE. THE FOUNDATIONS SHALL NOT BE CONSTRUCTED UNTIL THE STRUCTURAL ENGINEER HAS REVIEWED THE ACTUAL DESIGN REACTIONS SUPPLIED BY THE MANUFACTURER. 5. WOOD FRAMING WOOD FRAMING 5.1. ALL STRUCTURAL WOOD MEMBERS SHALL BE No. 2 SOUTHERN YELLOW PINE, 19% MAXIMUM MOISTURE CONTENT, ALL STRUCTURAL WOOD MEMBERS SHALL BE No. 2 SOUTHERN YELLOW PINE, 19% MAXIMUM MOISTURE CONTENT, UNLESS OTHERWISE NOTED. INTERIOR NON BEARING PARTITIONS MAY BE No. 2 SPRUCE (SPF). 5.2. ALL WOOD FRAMING, DIRECTLY EXPOSED TO WEATHER, OR IN DIRECT CONTACT WITH MASONRY, SOIL OR CONCRETE, ALL WOOD FRAMING, DIRECTLY EXPOSED TO WEATHER, OR IN DIRECT CONTACT WITH MASONRY, SOIL OR CONCRETE, SHALL BE PRESSURE TREATED, UNLESS OTHERWISE NOTED. 5.3. ALL LVLs, DIRECTLY EXPOSED TO WEATHER, OR IN DIRECT CONTACT WITH MASONRY, SOIL OR CONCRETE, SHALL BE ALL LVLs, DIRECTLY EXPOSED TO WEATHER, OR IN DIRECT CONTACT WITH MASONRY, SOIL OR CONCRETE, SHALL BE EXTERIOR GRADE, UNLESS NOTED OTHERWISE. 5.4. ALL METAL CONNECTORS SHALL BE HOT DIP GALVANIZED. INSTALL ALL CONNECTORS PER THE MANUFACTURER'S ALL METAL CONNECTORS SHALL BE HOT DIP GALVANIZED. INSTALL ALL CONNECTORS PER THE MANUFACTURER'S RECOMMENDATIONS. METAL CONNECTOR DESIGNATIONS INDICATED ON PLANS, ARE FOR 'SIMPSON STRONG-TIE' ANCHORS. ANCHORS FROM OTHER MANUFACTURERS MAY BE USED, PROVIDED THEY HAVE EQUIVALENT STRENGTH. 5.5. ALL NAILED CONNECTIONS SHALL BE IN ACCORDANCE WITH NORTH CAROLINA STATE BUILDING CODE TABLE 2304.9.1, - ALL NAILED CONNECTIONS SHALL BE IN ACCORDANCE WITH NORTH CAROLINA STATE BUILDING CODE TABLE 2304.9.1, - NORTH CAROLINA STATE BUILDING CODE TABLE 2304.9.1, - FASTENING SCHEDULE, UNLESS OTHERWISE NOTED. , UNLESS OTHERWISE NOTED. 5.6. FRAMING CONNECTIONS THAT ARE BOLTED OR SCREWED, SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST FRAMING CONNECTIONS THAT ARE BOLTED OR SCREWED, SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD. THE NATIONAL DESIGN SPECIFICATION FOR WOOD. . 5.7. PROVIDE STUDS AND HEADERS AT ALL EXTERIOR WALLS AND INTERIOR BEARING WALLS AS FOLLOWS, UNLESS PROVIDE STUDS AND HEADERS AT ALL EXTERIOR WALLS AND INTERIOR BEARING WALLS AS FOLLOWS, UNLESS OTHERWISE NOTED: OPENING WIDTH STUDS HEADER STUDS HEADER HEADER 0'-0" TO 6'-0" 2 KING STUDS, 1 JACK STUD (2) 2 x 10 @ 2 x 4 WALL 2 KING STUDS, 1 JACK STUD (2) 2 x 10 @ 2 x 4 WALL (2) 2 x 10 @ 2 x 4 WALL (3) 2 x 10 @ 2 x 6 WALL 6'-1" TO 8'-0" 2 KING STUDS, 2 JACK STUDS (2) 2 x 10 @ 2 x 4 WALL 2 KING STUDS, 2 JACK STUDS (2) 2 x 10 @ 2 x 4 WALL (2) 2 x 10 @ 2 x 4 WALL (3) 2 x 10 @ 2 x 6 WALL 8'-1" TO 12'-0" 3 KING STUDS, 2 JACK STUDS (2) 2 x 12 @ 2 x 4 WALL 3 KING STUDS, 2 JACK STUDS (2) 2 x 12 @ 2 x 4 WALL (2) 2 x 12 @ 2 x 4 WALL (3) 2 x 12 @ 2 x 6 WALL 6. WOOD DECKING/SHEATHING WOOD DECKING/SHEATHING 6.1. WALL SHEATHING SHALL BE " PLYWOOD OR ORIENTED STRAND BOARD (OSB), UNLESS OTHERWISE NOTED. ATTACH WALL SHEATHING SHALL BE " PLYWOOD OR ORIENTED STRAND BOARD (OSB), UNLESS OTHERWISE NOTED. ATTACH 1532" PLYWOOD OR ORIENTED STRAND BOARD (OSB), UNLESS OTHERWISE NOTED. ATTACH WALL SHEATHING TO FRAMING WITH 10d NAILS AT 4" O.C. AT PANEL EDGES AND 12" O.C. AT INTERIOR MEMBERS. PROVIDE SOLID BLOCKING AT PANEL EDGES (48" O.C.). 6.2. ROOF SHEATHING SHALL BE " PLYWOOD OR ORIENTED STRAND BOARD (OSB), UNLESS OTHERWISE NOTED. ATTACH ROOF SHEATHING SHALL BE " PLYWOOD OR ORIENTED STRAND BOARD (OSB), UNLESS OTHERWISE NOTED. ATTACH 1932" PLYWOOD OR ORIENTED STRAND BOARD (OSB), UNLESS OTHERWISE NOTED. ATTACH PLYWOOD OR ORIENTED STRAND BOARD (OSB), UNLESS OTHERWISE NOTED. ATTACH ORIENTED STRAND BOARD (OSB), UNLESS OTHERWISE NOTED. ATTACH ROOF SHEATHING TO FRAMING WITH 8d NAILS AT 4" O.C. AT PANEL EDGES AND 12" O.C. AT INTERIOR MEMBERS. PROVIDE SOLID BLOCKING AT PANEL EDGES (48" O.C.).

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ATTENDANT

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BUILDING PLANS

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MULTI-MATERIAL

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FOUNDATION PLAN LEGEND

AutoCAD SHX Text DENOTES COLUMN CONCRETE SPREAD FOOTING WITH FOOTING MARK - SEE FOOTING SCHEDULE ON S1.1 FOR SIZE AND REINFORCING

AutoCAD SHX Text DENOTES SLAB ON GRADE CONSTRUCTION OR SAWCUT CONTROL JOINT - SEE DETAILS 3/S2.1 AND 2/S2.1 FOR ADDITIONAL INFORMATION

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AutoCAD SHX Text FOUNDATION PLAN NOTES: 1. SEE S1.1 FOR CANOPY LOCATION. SEE S1.1 FOR CANOPY LOCATION. 2. SEE SHEET S4.1 FOR DESIGN CRITERIA, GENERAL STRUCTURAL SEE SHEET S4.1 FOR DESIGN CRITERIA, GENERAL STRUCTURAL NOTES & SCHEDULES. 3. TOP OF SLAB REFERENCE ELEVATION = 0'-0" UNLESS OTHERWISE TOP OF SLAB REFERENCE ELEVATION = 0'-0" UNLESS OTHERWISE NOTED. SEE CIVIL DRAWINGS FOR ACTUAL SITE ELEVATIONS. 4. CONCRETE SLAB IS 12" THICK WITH #5 @ 12" O.C. EA. WAY, CONCRETE SLAB IS 12" THICK WITH #5 @ 12" O.C. EA. WAY, PROVIDE 6" COMPACTED GRANULAR BASE UNDER SLAB. SEE DETAIL 1/S2.1 5. FOR ANCHOR BOLT DETAIL, SEE 6/S2.1.FOR ANCHOR BOLT DETAIL, SEE 6/S2.1.

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DENOTES 'PRE-ENGINEERED METAL BUILDING'

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PEMB

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FTG. SIZE

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MARK

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REINFORCEMENT

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FOOTING SCHEDULE

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REMARKS

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DENOTES 'UNLESS OTHERWISE NOTED'

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6 - #4 S.W, TOP

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5 - #4 L.W, TOP

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5 - #6 L.W, BOTT.

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6 - #6 S.W, BOTT.

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NOTE: S.W.=> SHORT WAY, L.W.=> LONG WAY, E.W.=> EACH WAY

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5 - #5 EACH WAY, BOTT.

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12" THICK SLAB ON GRADE SEE NOTE #3 AND DETAIL 1/S2.1

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FOUNDATION PLAN LEGEND

AutoCAD SHX Text DENOTES SLAB ON GRADE CONSTRUCTION OR SAWCUT CONTROL JOINT - SEE DETAILS 3/S2.1 AND 2/S2.1 FOR ADDITIONAL INFORMATION

AutoCAD SHX Text C.J.

AutoCAD SHX Text FOUNDATION PLAN NOTES: 1. SEE S1.1 FOR PAD LOCATION. SEE S1.1 FOR PAD LOCATION. 2. SEE SHEET S4.1 FOR DESIGN CRITERIA, GENERAL STRUCTURAL SEE SHEET S4.1 FOR DESIGN CRITERIA, GENERAL STRUCTURAL NOTES & SCHEDULES. 3. TOP OF SLAB REFERENCE ELEVATION = 0'-0" UNLESS OTHERWISE TOP OF SLAB REFERENCE ELEVATION = 0'-0" UNLESS OTHERWISE NOTED. SEE CIVIL DRAWINGS FOR ACTUAL SITE ELEVATIONS. 4. CONCRETE SLAB IS 12" THICK WITH #5 @ 12" O.C. EA. WAY, 6" CONCRETE SLAB IS 12" THICK WITH #5 @ 12" O.C. EA. WAY, 6" COMPACTED GRANULAR BASE UNDER SLAB. SEE DETAIL 1/S2.1

AutoCAD SHX Text

DENOTES 'UNLESS OTHERWISE NOTED'

AutoCAD SHX Text U.O.N.

AutoCAD SHX Text

RETAINING WALL

AutoCAD SHX Text 20'-0"

AutoCAD SHX Text 40'-0"

AutoCAD SHX Text 4"

AutoCAD SHX Text 19'-8"

AutoCAD SHX Text 4"

AutoCAD SHX Text C.J.

AutoCAD SHX Text F4.0

AutoCAD SHX Text F5.0

AutoCAD SHX Text F4.0

AutoCAD SHX Text F5.0

AutoCAD SHX Text F4.0

AutoCAD SHX Text

8" THICK SLAB ON GRADE SEE NOTE #3 AND DETAIL 1/S2.1

AutoCAD SHX Text

FOUNDATION PLAN LEGEND

AutoCAD SHX Text DENOTES COLUMN CONCRETE SPREAD FOOTING WITH FOOTING MARK - SEE FOOTING SCHEDULE ON S1.1 FOR SIZE AND REINFORCING

AutoCAD SHX Text DENOTES SLAB ON GRADE CONSTRUCTION OR SAWCUT CONTROL JOINT - SEE DETAILS 3/S2.1 AND 2/S2.1 FOR ADDITIONAL INFORMATION

AutoCAD SHX Text F4.0

AutoCAD SHX Text C.J.

AutoCAD SHX Text FOUNDATION PLAN NOTES: 1. SEE S1.1 FOR CANOPY LOCATION. SEE S1.1 FOR CANOPY LOCATION. 2. SEE SHEET S4.1 FOR DESIGN CRITERIA, GENERAL STRUCTURAL SEE SHEET S4.1 FOR DESIGN CRITERIA, GENERAL STRUCTURAL NOTES & SCHEDULES. 3. TOP OF SLAB REFERENCE ELEVATION = 0'-0" UNLESS OTHERWISE TOP OF SLAB REFERENCE ELEVATION = 0'-0" UNLESS OTHERWISE NOTED. SEE CIVIL DRAWINGS FOR ACTUAL SITE ELEVATIONS. 4. CONCRETE SLAB IS 8" THICK WITH #4 @ 12" O.C. EA. WAY, CONCRETE SLAB IS 8" THICK WITH #4 @ 12" O.C. EA. WAY, PROVIDE 4" COMPACTED GRANULAR BASE UNDER SLAB. SEE DETAIL 1/S2.1 5. FOR ANCHOR BOLT DETAIL, SEE 6/S2.1.FOR ANCHOR BOLT DETAIL, SEE 6/S2.1.

AutoCAD SHX Text

DENOTES 'PRE-ENGINEERED METAL BUILDING'

AutoCAD SHX Text

PEMB

AutoCAD SHX Text

FTG. SIZE

AutoCAD SHX Text

MARK

AutoCAD SHX Text

REINFORCEMENT

AutoCAD SHX Text

FOOTING SCHEDULE

AutoCAD SHX Text

REMARKS

AutoCAD SHX Text

DENOTES 'UNLESS OTHERWISE NOTED'

AutoCAD SHX Text U.O.N.

AutoCAD SHX Text

NOTE: S.W.=> SHORT WAY, L.W.=> LONG WAY, E.W.=> EACH WAY

AutoCAD SHX Text

AutoCAD SHX Text 5'-0" x 5'-0" x 2'-0"

AutoCAD SHX Text F5.0

AutoCAD SHX Text

6 - #4 EACH WAY, TOP

AutoCAD SHX Text

6 - #5 EACH WAY, BOTT.

AutoCAD SHX Text

4" THICK SLAB ON GRADE SEE NOTE #4 AND DETAIL 1/S2.1

AutoCAD SHX Text C.J.

AutoCAD SHX Text 26'-0"

AutoCAD SHX Text 20'-0"

AutoCAD SHX Text 19'-1"

AutoCAD SHX Text 25'-1"

AutoCAD SHX Text

EQUIPMENT SHED SEE EQUP. SHED FOUNDATION ON THIS SHEET

AutoCAD SHX Text

SEAL 17348

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AutoCAD SHX Text N

AutoCAD SHX Text G

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AutoCAD SHX Text N

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AutoCAD SHX Text M

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text K

AutoCAD SHX Text S

AutoCAD SHX Text T

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AutoCAD SHX Text T

AutoCAD SHX Text E

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AutoCAD SHX Text Y

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AutoCAD SHX Text R

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AutoCAD SHX Text A

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

CHECKED

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APPROVED

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DATE

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REVISIONS

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R.NO.

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PROJ. NO.

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DATE

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SHEET NO.

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DRAWING TITLE

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SEAL

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GBP

AutoCAD SHX Text

MSR

AutoCAD SHX Text

MSR

AutoCAD SHX Text

E SIGN

AutoCAD SHX Text 03.31.2026

AutoCAD SHX Text

FOUNDATION PLAN

AutoCAD SHX Text

PLAN NOTES

AND SCHEDULES

3/4" = 1'-0"S2.1

4 REINF. @ SLAB CORNERS

DETAIL - TYP.

3/4" = 1'-0"S2.1

3 SECTION - TYP. CONSTRUCTION JOINT

3/4" = 1'-0"S2.1

2 SECTION - TYP. CONTROL JOINT

3/4" = 1'-0"S2.1

1 SECTION - TYP. SLAB ON GRADE

3/4" = 1'-0"S2.1

7 SECTION - TYP. GRADE BEAM

3/4" = 1'-0"S2.1

8 SECTION - TYP. PEMB COLUMN FTG.

3/4" = 1'-0"S2.1

5 SECTION - TYP. STEPPED FTG.

N.T.S.S2.1

6 TYPICAL ANCHOR BOLT DETAL

3/4" = 1'-0"S1.2

11 SECTION - EXTERIOR STAIRS

3/4" = 1'-0"S2.1

10 SECTION - TYP. PEMB COLUMN. FTG.

3/4" = 1'-0"S2.1

9 SECTION - TYP. PEMB COLUMN FOOTING

S2.1

TYP.

3/4" = 1'-0"S2.1 13 EDGE w/ TURN-DOWN

SECTION - TYP. SLAB

3/4" = 1'-0"S2.1

14 SECTION - TYP. GRADE BEAM

ATTENDANT BLDG.

1" = 1'-0"S2.1

15 DETAIL - TYP. HANDRAIL

3/4" = 1'-0"S2.1

12 SECTION - TYP. COLUMN FOOTING

S2.1

RAIL CONN. TO WALL

1 1/2" = 1'-0"

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S2.1

AutoCAD SHX Text

2" CLEAR

AutoCAD SHX Text

(2) #4 x 2'-6", CENTERED IN SLAB

AutoCAD SHX Text

RE-ENTRANT CORNER

AutoCAD SHX Text

RE-ENTRANT CORNER

AutoCAD SHX Text

6" COURSED STONE

AutoCAD SHX Text

SUBGRADE

AutoCAD SHX Text

SLAB THKNS. 'T'

AutoCAD SHX Text NOTES: 1. THIS TYPE OF CONTROL JOINT THIS TYPE OF CONTROL JOINT SHALL BE USED WHERE SHOWN. USE A CONSTRUCTION JOINT AT ENDS OF POUR. 2. SEE 1/S2.1 FOR OTHER TYPICAL SEE 1/S2.1 FOR OTHER TYPICAL SLAB INFORMATION. 3. DETAIL IS SIMILAR AT SLAB WITH DETAIL IS SIMILAR AT SLAB WITH TOP & BOTTOM REBAR MAT.

AutoCAD SHX Text CONT. SAWCUT JOINT - " 316" WIDE x (T/4)" DEEP CUT - FILL JOINT w/ SEALANT

AutoCAD SHX Text 6"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

2" CLR. TYP.

AutoCAD SHX Text 34" x 1'-3" LONG SMOOTHDOWEL BAR @ 24" O.C. - LUBRICATE ONE END TO PREVENT BOND & CENTER IN JOINT

AutoCAD SHX Text

REINF. CONT. S.O.G. - SEE PLAN

AutoCAD SHX Text NOTES: 1. USE AT ENDS OF POUR AT CONTROL USE AT ENDS OF POUR AT CONTROL JOINT LOCATIONS SHOWN ON PLAN. 2. SEE 1/S2.1 FOR ADDITIONAL TYPICAL SEE 1/S2.1 FOR ADDITIONAL TYPICAL SLAB INFORMATION. 3. DETAIL IS SIMILAR AT SLAB WITH DETAIL IS SIMILAR AT SLAB WITH TOP & BOTTOM REBAR MAT.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text 2 x 'T'

AutoCAD SHX Text

SLAB THKNS. 'T'

AutoCAD SHX Text BUTT JOINT FORMED w/ HEADER

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

6" COURSED STONE

AutoCAD SHX Text

SUBGRADE

AutoCAD SHX Text

GEOGRID SEE PLAN

AutoCAD SHX Text

6 MIL. VAPOR BARRIER

AutoCAD SHX Text CONC. SLAB-ON-GRADE w/ REINFORCEMENT BARS - SEE PLANS

AutoCAD SHX Text 'T'/2

AutoCAD SHX Text 'T'

AutoCAD SHX Text NOTES: 1. 'T' = SLAB THICKNESS, SEE PLAN. 'T' = SLAB THICKNESS, SEE PLAN. 2. LAP AS PER CONCRETE REBAR LAP AS PER CONCRETE REBAR SPLICE SCHEDULE S4.1 3. DETAIL IS SIMILAR AT SLAB WITH DETAIL IS SIMILAR AT SLAB WITH TOP & BOTTOM REBAR MAT.

AutoCAD SHX Text

REINF. CHAIR,…

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