Fairgrounds Bid Pack 1

Mckenzie County Youth & Ag Expo Bid Package 1 July 27, 2021 A R C H IT E C TS .C O M 2 0 2 1 IC O N W W W . J O B N O . | 0 7 /2 7 /2 1 M c k e n zi e C o u n ty Y o u th & A g E x p o W a tf o rd C it y , N D 1 9 -0 3 5 B id P a c k a g e 1 ALUMINUM CONCRETE EARTH GYPSUM MASONRY - BRICK MASONRY - CMU WOOD-PLYWOOD RIGID INSULATION / EIFS MATERIAL LEGEND SAND SAND-DENSE STEEL WOOD-FINISHED CARPENTRY WOOD-ROUGH CARPENTRY GRAVEL 101B GRID 1 SYMBOLS LEGEND 1 A B 1 View Name 1/8" = 1'-0"A101 1 A101 ___ 1 A101 ___ 1 A101 ___ Name Elevation N CENTER LINE DOOR TAG GRID BUBBLE KEYNOTE TAG DEMO TAG WALL TAG WINDOW TAG SPOT ELEVATION TAG REVISION TAG LEVEL HEAD ROOM TAG ROOM TAG w/ AREA ROOM TAG w/ AREA & OCCUPANT LOAD NORTH ARROW WALL SECTION BUILDING SECTION VIEW TITLE DETAIL SECTION MATCHLINE REFERENCE 1 A101 ___ DETAIL CALLOUT HORIZONTAL ASSEMBLY TAGXXX - - 1 Room Name 101 Room Name 101 150 SF Room Name # 150 SF JN: SHEET DRAWN BY: STRUCTURAL MECHANICAL ELECTRICAL CIVIL

FOODSERVICE Foodservice Concept Design 2700 Olson Drive Grand Forks, ND 58201 (218) 779.4768 Office 1905 17th St SE Minot, ND 58701 (701) 852.6363 Office Prairie Engineering 222 East Main Street Suite B Mandan, ND 58554 p. 701.751.0430 | f. 701.751.1636 www.ICONarchitects.com Priefert Complex Designs P.O. Box 1540 Mt. Pleasant, TX 75455 (800) 527.8616 Office Mountain Plains, LLC 1300 Tacoma Ave #A Bismarck, ND 58504 (701) 557-3348 Office 1905 17th St SE Minot, ND 58701 (701) 852.6363 Office Prairie Engineering 7 /2 7 /2 0 2 1 5 :1 7 :0 6 P M B IM 3 6 0 :/ /1 9 -0 3 5 M c K e n z ie C o u n ty F a ir /1 9 -0 3 5 M c K e n zi e C o u n ty F a ir g ro u n d s. rv t G001 19-035 M c k e n z ie C o u n ty Y o u th & A g E x p o W a tf o rd C it y , N D General Notes / Drawing Index AK / LP 07/27/21 LIST OF ABBREVIATIONS LIST OF ABBREVIATIONS DESCRIPTION HDWD HARDWOOD HM HOLLOW METAL HORZ HORIZONTAL HT HEIGHT IBC INTERNATIONAL BUILDING CODE INSUL INSULATION JAN JANITOR LAM LAMINATE LAV LAVATORY LVT LUXURY VINYL TILE MAS MASONRY MB MARKER BOARD MBH MOP/ BROOM HOLDER MDF MEDIUM DENSITY FIBERBOARD MECH MECHANICAL MH MANHOLE MIR MIRROR ML MATCHLINE MTL METAL MTL STD METAL STUD MTLP METAL PROFILE TRIM NC NON COMBUSTIBLE NIC NOT IN CONTRACT NOM NOMINAL NTS NOT TO SCALE OC ON CENTER OFCI OWNER FURNISHED CONTRACTOR INSTALLED OFOI OWNER FURNISHED OWNER INSTALLED OH OVERHEAD OSB ORIENTED STRAND BOARD OTS OPEN TO STRUCTURE OWB OPERABLE WALL PANEL PB PARTICLE BOARD PC PRECAST PLAM PLASTIC LAMINATE PLAST PLASTER PLYWD PLYWOOD PREV PREVIOUS PRF PREFINISHED PT PAINT PT-E PAINT- EPOXY PTD PAPER TOWEL DISPENSER PWP PREFINISHED WALL PANEL QT QUARRY TILE RAD RADIUS RAF RESILIENT RUBBER FLOORING RB RUBBER BASE REINF REINFORCEMENT REQ'D REQUIRED REV REVERSE RH ROBE HOOK RM ROOM RO ROUGH OPENING RSTR RUBBER STAIR TREADS -RISERS RTU ROOF TOP UNIT SC SPECIAL COATING -SEE SPECS SCD SEAT COVER DISPENSER SCR SHOWER CURTAIN ROD SD SOAP DISPENSER SD SMOKE DETECTOR SDT STATIC DISSIPATIVE TILE SECT SECTION SHT SHEET SIM SIMILAR SLT SLATE SND SANITARY NAPKIN DISPOSAL SNV SANITARY NAPKIN VENDING MACHINE SPEC SPECIFICATIONS SQ SQUARE SS SOLID SURFACE ST STONE STN STAIN SUSP SUSPEND SV SHEET VINYL SWU SOUND-ABSORBING WALL UNIT TBWP TRAFFIC BEARING WATER PROOFING TC THIN COAT TEMP TEMPORARY/TEMPERATURE TO TOP OF TP TOILET PARTITION TPD TOILET PAPER DISPENSER TRTD TREATED TS TRANSITION STRIP TYP TYPICAL UL UNDERWRITERS LABORATORIES UNO UNLESS NOTED OTHERWISE V. VERIFY VB VINYL BASE VCT VINYL COMPOSITION TILE VP VINYL PLANK FLOORING VT VINYL TILE FLOORING VWC VINYL WALL COVERING W/ WITH WD WOOD WDW WINDOW WOM WALK-OFF MAT WR WASTE RECEPTACLE WRS WINDOW ROLLER SHADES LIST OF ABBREVIATIONS LIST OF ABBREVIATIONS DESCRIPTION A/E ARCHITECT/ENGINEER AC ALTERNATING CURRENT ACI AMERICAN CONCRETE INSTITUTE ACM ASBESTOS CONTAINING MATERIAL ACT ACOUSTICAL CEILING TILE ADA AMERICANS W/DISABILITIES ACT AFF ABOVE FINISH FLOOR AHU AIR HANDLING UNIT AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION ALT ALTERNATE ALUM ALUMINUM ANSI AMERICAN NATIONAL STANDARDS INSTITUTE ARCH ARCHITECT ASHRAE AMERICAN SOCIETY OF HEATING REF. AND AIR CONDITIONING ENGINEERS ASI ARCHITECTURAL SUPPLEMENTAL INSTRUCTION AWI AMERICAN WOODWORKING INSTITUTE BCS BABY CHANGING STATION BD BOARD BLDG BUILDING BM BEAM BO BY OWNER BOT BOTTOM BRG BEARING BRK BRICK BTU BRITISH THERMAL UNITS BUR BUILT UP ROOFING CAB CABINET CB CATCH BASIN CBB CEMENT BACKER BOARD CG CORNER GUARD CI CAST IRON CIP CAST IN PLACE CJ CONTROL JOINT CLG CEILING CLR CLEAR CMU CONCRETE MASONRY UNIT CMU-B CONCRETE MASONRY UNIT (BURNISHED) CMU-G CONCRETE MASONRY UNIT (GLAZED) CMU-S CONCRETE MASONRY UNIT (STANDARD 8"x8" SCORED) CO CLEAN OUT CONC CONCRETE CONC-S SEALED CONCRETE CPT CARPET CPT-AS CARPET -ANT-STATIC CPT-ESD CARPET -ELECTROSTATIC DISCHARGE CPT-T CARPET TILE CS CAST STONE CSMT CASEMENT CSWK CASEWORK CT CERAMIC TILE CTR COUNTER CUH CABINET UNIT HEATER DEMO DEMOLITION DEPT DEPARTMENT DF DRINKING FOUNTAIN DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DIST DISTANCE DOC DOCUMENT DR DOOR DTL DETAIL DW DISHWASHER DWG DRAWING EA EACH EHD ELECTRIC HAND DRYER EIFS EXTERIOR INSULATION FINISH SYSTEM EJ EXPANSION JOINT ELEC ELECTRIC ELEV ELEVATOR/ELEVATION EP EPOXY PAINT EQ EQUAL EQUP EQUIPMENT EWC ELECTRIC WATER COOLER EXIST EXISTING EXP EXPOSED FD FLOOR DRAIN FEC FIRE EXTINGUISHER CABINET FF FINISH FLOOR FFE FURNITURE, FIXTURE, AND EQUIPMENT FHC FIRE HOSE CABINET FIN FINISH FLR FLOOR FND FOUNDATION FRP FIBERGLASS REINFORCED PANEL FRT FRY REGLET REVEAL TRIM FTG FOOTING FWC FABRIC WALL COVERING GALV GALVANIZED GB GRAB BAR GC GENERAL CONTRACTOR GEN GENERAL GL GLASS/ GLAZING GWB GYPSUM WALL BOARD HB HOSE BIB HCP HANDICAP HDW HARDWARE GENERAL NOTES PROJECT GENERAL NOTES DESCRIPTION 1 NOTIFY ARCHITECT PROMPTLY IF ANY CONDITIONS CONFLICT WITH THE CONSTRUCTION DOCUMENTS 2 FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO FABRICATION/CONSTRUCTION. 3 CONTRACTORS TO VERIFY ALL EXISTING CONDITIONS, VISIT SITE AND FAMILIARIZE THEMSELVES WITH ALL EXISTING CONDITIONS. 4 DIMENSIONS AND ELEVATIONS AS SHOWN ON THE DRAWINGS MUST BE FIELD VERIFIED AND COORDINATED 5 COORDINATE ALL PENETRATIONS THRU FOUNDATION W/APPROPRIATE TRADES. 6 PROVIDE A SAFE MEANS OF EGRESS THROUGH AND/OR AROUND THE BUILDING AND SITE AT ALL TIMES DURING THE CONSTRUCTION PHASE. SIDEWALKS FRONTING THE BLDG SHALL REMAIN USABLE AND CLEARED OF MUD OR OTHER DEBRIS. CONTRACTOR WILL MAINTAIN A CLEAR AND REASONABLE WORK AREA TO BE COORDINATED WITH BUILDING MANAGER/OWNERS REPRESENTATIVE. 7 CONTRACTOR SHALL VERIFY AND PROVIDE ANY ROUGH-IN CONSTRUCTION REQUIRED FOR OWNER-INSTALLED EQUIPMENT CALLED OUT IN DRAWINGS OR SPECIFICATIONS UNLESS OTHERWISE NOTED 8 MINIMUM SLIP RESISTANCE OF FLOOR SURFACES.-WALKING SURFACES (GENERAL): O.5 STATIC COEFFICIENT OF FRICTION-ACCESSIBLE ROUTES: 0.6 STATIC COEFFICIENT OF FRICTION -RAMPS: 0.8 STATIC COEFFICIENT OF FRICTION 9 ALL DIRECTIONAL REFERENCES IN DRAWINGS SHALL REFER TO PLAN NORTH. 10 ALL JOINTS & PENETRATIONS SHALL BE FIRE SAFED & FIRE SEALED AS REQUIRED TO COMPLY WITH APPLICABLE BUILDING CODES. 11 KEYNOTES ARE USED TO ASSIST IN NOTING AND INDICATE REPETITIVE INSTANCES. 12 SUSPENDED CEILING HEIGHTS ARE DIMENSIONED FROM FINISHED FLOOR. 13 COORDINATE EXACT LOCATIONS OF LIGHT FIXTURES, ACCESS PANELS, SPRINKLER HEADS, HVAC DUCTS, CEILING DIFFUSERS/GRILLES AND ANY ADDITIONAL CEILING ITEMS WITH MECHANICAL AND ELECTRICAL CONTRACTORS AND ARCHITECT. ALL SPRINKLER HEADS SHALL BE PLACED IN THE CENTER OF CEILING TILES. NOTIFY ARCHITECT PROMPTLY IF ANY LOCATIONS CONFLICT. 14 THESE GENERAL NOTES ARE INTENDED TO COMPLIMENT THE CONTRACT DOCUMENTS. REFER TO THE CONTRACT DOCUMENTS FOR DETAILED INFORMATION AND ADDITIONAL REQUIREMENTS. 15 ALL WORK INCLUDED IN THIS CONTRACT SHALL CONFORM TO ALL FEDERAL, STATE, AND LOCAL LAWS, STATUTES, ORDINANCES, CODES, RULES AND REGULATIONS, OR LAWFUL ORDERS OF PUBLIC AUTHORITY. PROMPTLY REPORT ANY NONCONFORMITY DISCOVERED TO THE ARCHITECT. 16 THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL ITEMS NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF WORK BY THE RESPONSIBLE CONTRACTOR AND TO PROVIDE A COMPLETE, FULLY OPERATIONAL BUILDING. PROVIDE ALL LABOR, MATERIALS AND INCIDENTALS NECESSARY TO ACHIEVE THIS INTENT. 17 FAILURE OF THE DRAWINGS OR SPECIFICATIONS TO INDICATE EACH INCIDENTAL SHALL NOT RELIEVE THE CONTRACTOR FROM PROVIDING THE NECESSARY ITEMS REQUIRE TO COMPLETE THE NECESSARY WORK AS PART OF THIS CONTRACT. THE DRAWINGS SHOW THE DESIGN, LOCATION, DESCRIBE THE QUALITY LEVEL AND CONSTRUCTION TECHNIQUES IN A GENERAL SENSE ONLY. 18 THE DRAWINGS USE A SYSTEM OF KEYED NOTES ON PLANS, ELEVATIONS AND DETAILS. INSTRUCTIONS FOR SPECIFIC COMPONENTS OF THE WORK ARE KEYED TO THE DRAWINGS. BUILDING SYSTEMS (PARTITIONS, ROOF & FOUNDATION) ARE KEYED TO FLOOR PLANS, WALL SECTIONS, ROOF PLAN AND OTHER DETAILS AS APPROPRIATE. 19 ALL DETAILS ARE TYPICAL. WHAT IS SHOWN IN ONE CONDITION APPLIES TO ALL OTHER SIMILAR CONDITIONS, UNLESS NOTED OTHERWISE 20 COORDINATE THE WORK WITH THE WORK OF SUBCONTRACTORS. 21 DO NOT PENETRATE STRUCTURAL BEAMS, COLUMNS, OR SHEAR WALLS UNLESS SPECIFICALLY DETAILED OTHERWISE. 22 PROVIDE BOND-OUTS, BLOCKING, SLEEVES AND PIPES AS REQUIRED FOR ALL WALL, FLOOR, ROOF, AND CEILING PENETRATIONS. MAINTAIN CONTINUITY OF FIRE RATED ASSEMBLIES AND SMOKE ASSEMBLIES. SEAL ALL PENETRATIONS TO CONFORM TO U.L. RATED ASSEMBLIES AND ALL NFPA AND IBC REQUIREMENTS. REFER TO THE CODE PLANS FOR ADDITIONAL CODE REFERENCES. ALL PENETRATIONS SHALL COMPLY WITH THE ACOUSTICAL ASSEMBLY RATING REQUIRED FOR EACH WALL OR FLOOR ASSEMBLY. 23 COORDINATE THE WORK TO ACHIEVE THE GIVEN VISUAL AND PERFORMANCE REQUIREMENTS OF MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS WITHIN THE INDICATED SPACE. 24 PROVIDE WORK HOLES OR ADEQUATE ACCESS AS REQUIRED TO INSTALL NEW SYSTEMS IN CONCEALED SPACES. 25 PRODUCTS SHALL BEAR UL CLASSIFICATION WHERE REQUIRED BY DESIGN. DO NOT REMOVE OR PAINT OVER UL CLASSIFICATIONS. DRAWING INDEX B id P a c k a g e 1 | J u ly 2 7 , 2 0 2 1 Sheet # Sheet Name GENERAL G001 General Notes / Drawing Index G002 Code Study G004 Exterior Wall & Horizontal Assemblies G005 ANSI 117.1 - 2009 Standards G006 ANSI 117.1 - 2009 Standards G011 Building Perspectives CIVIL C100 Civil Site General Notes & Legend C200 Existing Conditions, Demolition & Temp. Eros. Control C300 Site Layout & Paving Plan Overview C301 Site Layout & Paving Northwest Section C302 Site Layout & Paving Northeast Section C303 Site Layout & Paving Midwest Section C304 Site Layout & Paving Mideast Section C305 Site Layout & Paving South Section C306 Site Layout & Paving Main Fairgrounds Area C307 Site Layout & Paving Curve Tables C400 Grading Plan Overview C401 Grading Plan Northwest Section C402 Grading Plan Nor theast Section C403 Grading Plan Midwest Section C404 Grading Plan Mideast Section C405 Grading Plan Midwest Section C406 Grading Plan Midwest Section C407 Grading Plan Southwest Section C408 Grading Plan Southeast Section C409 Grading Plan South Section C410 Grading Plan Storm Pond Section C500 Utilities Plan Overview C501 Utilities Plan Northwest Section C502 Utilities Plan Northeast Section C503 Utilities Plan Midwest Section C504 Utilities Plan Mideast Section C505 Utilities Plan South Section C506 Utilities Plan Storm Pond Section C507 Utilities Plan Road West Section C508 Utilities Plan Road East Section C700 Detail Sheet C701 Detail Sheet STRUCTURAL S000 Special Inspections & Testings S001 General Notes S002 General Notes S003 Foundation Details S004 Foundation Details S101 Foundation Plan S101a Foundation Plan Segment A S101b Foundation Plan Segment B S101c Foundation Plan Segment C S101d Foundation Plan Segment D S201 Framing Plan S201a Framing Plan Segment A S201b Framing Plan Segment B S201c Framing Plan Segment C S201d Framing Plan Segment D S202 Building Frame Elevation S203 Mezzanine Framing Plan S204 Vestibule & Canopy Framing Plans S205 Building Frame Elevation ARCHITECTURAL A002 Trash Enclosure A101 Floor Plan A101a Floor Plan - Segment A A101b Floor Plan - Segment B A101c Floor Plan - Segment C A101d Floor Plan - Segment D A102 Equipment Platform Plans A103 Roof Plan A111 Overall Reflected Ceiling Plan A111a Reflected Ceiling Plan - Segment A A111b Reflected Ceiling Plan - Segment B A111c Reflected Ceiling Plan - Segment C A111d Reflected Ceiling Plan - Segment D A112 Equipment Platform Reflected Ceiling Plans A201 Overall Exterior Elevations A202 Exterior Elevations - Enlarged A203 Exterior Elevations - Enlarged A204 Exterior Elevations - Enlarged A205 Exterior Elevations - Enlarged A301 Building Sections A302 Building Sections A311 Wall Sections A312 Wall Sections A313 Wall Sections A314 Wall Sections A321 Circulation Sections & Enlarged Plans A411 Interior Elevations A412 Interior Elevations A501 Details A502 Details A503 Stair & Railing Details A511 Plan Details A520 Head, Jamb, & Sill Details A601 Door Schedule * A602 Room Finish Schedule A801 Alternate 01 - Floor Plan, Reflected Ceiling Plan, Roof Plan & Schedules A802 Alternate 01 - Elevations, Sections & Details * INDICATES SHEET ISSUED FOR REFERENCE ONLY. Drawing History No. Description Date 1 Bid Package 1 07/27/21 VBCHILECLNBVI CBONb Coe} Fa DN DN UP 2 HR Fire Barrier EXIT LEGEND 1 HR Fire Partition Exit Path Distance To Exit Traveled Total Number Of Occupants Exiting 10100' 1/2 HR Fire Partition 1 HR Fire Barrier ___ G002 2 VESTIBULE 495 SF IT 1:300 2 MENS WOMENS CORRIDOR PRE-FUNCTION CORRIDOR CORRIDOR WALK-IN COOLER / FREEZER SHOWER SHOWER SHOWER SHOWER 262 SF BOX OFFICE 1:150 2 1,852 SF NORTH LOBBY 1:5 369 578 SF CONCESSIONS 1:200 3 155 SF JANITOR 1:300 1 145 SF STORAGE 1:300 1 652 SF ELECTRICAL 1:300 3 4,425 SF EXHIBIT 1 1:15 296 6,766 SF EXHIBIT 2 1:15 452 4,422 SF EXHIBIT 3 1:15 295 1,440 SF STORAGE 1:300 5 235 SF PREP 1:300 1 194 SF PREP 1:300 1 61 SF FIRE RISER 1:300 1 1,489 SF KITCHEN 1:200 8 298 SF MECH / UTILITIES 1:300 1 128 SF SMALL MEETING 1:15 9 129 SF MAINT. OFFICE 1:150 1 127 SF MEDICAL TREATMENT 1:150 1 123 SF ADMIN OFFICE 1:150 1 129 SF SECURITY OFFICE 1:150 1 472 SF MEETING 1:15 32 204 SF BOX OFFICE 1:150 2 71 SF WORK / BREAK 1:150 1 108 SF DRY STORAGE 1:300 1 92 SF OFFICE 1:150 1 64 SF JANITOR 1:300 1 1,716 SF SOUTH LOBBY 1:5 344 V E S T IB U L E 1,395 SF CONCESSIONS 1:200 7 453 SF ALCOHOL CONCESSIONS 1:200 3 79 SF JAN. 1:300 1 208 SF GREEN ROOM 1:15 15 95 SF MAINT. 1:150 1 51,327 SF LIVESTOCK EXPO 1:30 1717 460 SF STORAGE 1:300 2 FAMILY R.R. FAMILY R.R. 1 7 0 3 3 9 1 1 3 7 4 2 127 226 148 54 1137 2 4 1 4 EXIT 1 EXIT 2 EXIT 3 EXIT 4 EXIT 5 EXIT 6 EXIT 7 EXIT 8 EXIT 9 EXIT 15 EXIT 13 STAIR VESTIBULE 504 127 226 148 635 SF WASH BAYS 1:300 3 617 SF WASH BAYS 1:300 3 170 170 170 EXIT 10 EXIT 11 EXIT 12 1 4 EXIT 14 ___ G002 3 9,057 SF EXPO LEAN-TO 1:30 304 85 SF ALCOHOL STORAGE 1:300 1 94 SF DISH STORAGE 1:300 1 TOILET HALL 504 2,306 SF OUTDOOR PICNIC AREA 1,826 SF OUTDOOR BEER GARDEN 8,188 SF LIVESTOCK TIE OUTS / STORAGE 1:300 28 1 2 6 S E A T S . 2 7 0 S E A T S . 2 7 0 S E A T S . 2 7 0 S E A T S . 1 2 6 S E A T S NOTE: OCCUPANT LOAD ACCOMMODATES THE LEAN-TO IS ENCLOSED AS PART OF EXPO IN THE FUTURE. 70'-10" 205'- 0" 165'-11" 216'- 0" BLEACHERS BY OWNER 1,062 SEATS SHOWN 1,398 SF EXPO LEAN-TO (ALT) 1:300 5 216'- 0" 206'- 0" 206'- 0" NOT AN "EXIT" IF ALTERNATE 1 IS ACCEPTED ALTERNATE #1 NOTE: EXPO OCCUPANT LOAD = 2,027 WITH LEAN-TO AND WASH BAY AREAS INCLUDED AS FUTURE ASSEMBLY AREA POSTED MAXIMUM OCCUPANCY: 2,027 POSTED MAXIMUM OCCUPANCY: 295 POSTED MAXIMUM OCCUPANCY: 452 POSTED MAXIMUM OCCUPANCY: 296 3 2 1 1 4 2 5 7 12 24 8 3 4 3 3 27 32 7 3 2 21 5 POSTED MAXIMUM OCCUPANCY: 1,043 (COMBINED) 3,906 SF EQUIPMENT PLATFORM 1:300 14 7 7 965 SF EQUIPMENT PLATFORM 1:300 4 JN: SHEET DRAWN BY: STRUCTURAL MECHANICAL ELECTRICAL CIVIL FOODSERVICE Foodservice Concept Design 2700 Olson Drive Grand Forks, ND 58201 (218) 779.4768 Office 1905 17th St SE Minot, ND 58701 (701) 852.6363 Office Prairie Engineering 222 East Main Street Suite B Mandan, ND 58554 p. 701.751.0430 | f. 701.751.1636 www.ICONarchitects.com Priefert Complex Designs P.O. Box 1540 Mt. Pleasant, TX 75455 (800) 527.8616 Office Mountain Plains, LLC 1300 Tacoma Ave #A Bismarck, ND 58504 (701) 557-3348 Office 1905 17th St SE Minot, ND 58701 (701) 852.6363 Office Prairie Engineering 7 /2 7 /2 0 2 1 5 :1 7 :1 2 P M B IM 3 6 0 :/ /1 9 -0 3 5 M c K e n z ie C o u n ty F a ir /1 9 -0 3 5 M c K e n z ie C o u n ty F a ir g ro u n d s. rv t G002 19-035 M c k e n z ie C o u n ty Y o u th & A g E x p o W a tf o rd C it y , N D Code Study AK / LP 07/27/21 PLAN NORTH N TRUE NORTH N A C B D ALT 01 1/16" = 1'-0"G002 1 Code Plan 1/16" = 1'-0"G002 2 Mezzanine Plan 1/16" = 1'-0"G002 3 Mezzanine Plan Actual Lavs: 11 Mens, 13 Womens, & ... Other load factors are self explanitory and represented in the table. Male Total 11 Female Total 13 0.63 0.63 Exhibit Halls - 15 Net Assembly (Unconcentrated (tables and chairs) 1 per 40 for the first 80 then 1 per 80 1 per 40 for the first 80 then 1 per 80 Male Female Occupant Load and required egress width is another spreadsheet. Livestock Expo - 30 Net Assembly (Exhibit Gallery and Museum) Most accurately represents actual use and load. 1004.5 Occupant Load = 50/2=25 Business Panic Hardware Group A occupancies requires if 50 or more people 1010.1.10 2.64 2.64 1 per 200 1 per 200 Seperation of of exits1/3 of diagonal dimension of area 1007 Male Female Max Dead End Length = 20' for A, 50' for B 1020 Occupant Load = 1,057/2=528.5 Max Common Path of Travel = 75' for A, 100' for B 1006.2.1 Exhibition Halls Means of Egress/Exit Access Travel Distance Max Travel Distance to an Exit = 250' 1017.2 7.1 9.47 1 per 200 1 per 150 Smoke Alarms Not required. Male Female Occupant Load = 2,840/2=1,420 Arenas, Indoor Sporting Events Lavatories Automatic Smoke Detection System Not required. 28.5 Mens & 46.5 Womens. Actual WCs: 25 Mens, 43, Womens, and 7 Unisex (3-1/2 each sex) Manual Fire Alarm Voice/Alarm per NFPA 72 907.2.1.1 Req. 25 Req. 45 Male Total 24.16 Female Total 44.63 25/25 1 25/25 1 Automatic Sprinkler System Fully Sprinklered. NFPA 13. 903.2 Corridors, Sprinklered. = 0 HR. Table 1020.1 1 per 25 for the 1st 50 and 1 per 50 for the remainder. 1 per 25 for the 1st 50 and 1 per 50 for the remainder. Fire Partitions Not used. 708 Male Female Occupant Load = 50/2=25 Shaft Enclosures = 1 HR 713.4 Business Fire Barriers / Shaft Enclosures Fire Barriers - 2 Hr. 707 528.5/125 4.23 528.5/65 8.13 Fire Walls None. 706 1 per 125 1 per 65 Fire Walls - Not Used Male Female Fire Barriers - 2 Hr. Occupant Load = 1,057/2=528.5 Roof - 0 HR Exhibition Halls Exterior Walls - 0 HR Corridor Walls - 0 HR 1020.1 1,420/75 18.93 1,420/40 35.5 Fire Resistance Rating Requirement For Building Elements (In Hours) Exit Passageways - Not Used Table 601 No separation between Accessory Occupancy 508.2.4 1/75 for the 1st 1,500 and 1/120 for remainder 1/40 for the 1st 1,520 and 1/60 for remainder A-2/B = 2 HR (No Reduction for Sprinklers) 507.4.1.1 Male Female A/S-2 = 0 HR 508.4 Occupant Load = 2,840/2=1,420 Occupancy Separations A/A = 0 HR 508.4 Arenas, Indoor Sporting Events Plumbing Fixture Calculations (WC's) Fire Separation Distances >30' No Rating Required. Table 602 Furnace Room Incidental Use, sprinklered. 509 This project is part of a Planned Unit Development (PUD). Horizontal Separation None 711 ZONING Mixed Occ. With Group A-2 507.4.1 See PUD and Civil drawings. PARKING REQUIREMENTS Sprinklered, one-story building. Group A-4. Surrounded by public ways and yards not less than 60'. 507.4 Allowable Area: Unlimited per per section 507. 507 2 7 0.3 2.1 46" Free Perimeter Percentage = 100%. 1 7 0.3 2.1 46" Actual Number of Stories = 1. Stair Egress Actual Height = Approx. 40' above grade plane. Assembly Type II-B = 75' Allowable Height Table 504.3 Total: 3,942 Business - 4 Stories ( 1 for Unlimited Area). 15 14 0.15 2.1 46" General Building Heights & Areas Assembly - 3 Stories ( 1 for Unlimited Area). Table 504.4 14 14 0.15 2.1 46" Metal frame, metal stud and masonry interior. 13 24 0.15 3.6 68" Construction Type Type II-B Construction 602.2 12 170 0.15 25.5 46" Total = 120,106 GSF 11 170 0.15 25.5 46" 10 170 0.15 25.5 46" 9 170 0.15 25.5 46" 8 339 0.15 50.85 136" (The lean-to is included in the occupant load of the Livestock Expo, as it may be enclosed in the future. Egress calcs and plumbing fixtures sized for this potential additional square footage) 7 1,137 0.15 170.55 272" (Not Building Area. Not a Story. Not Fire Area.) 505.3 6 42 0.15 6.3 34" Equipment Platforms = 4,212 GSF & 1,019 GSF 5 127 0.15 19.05 68" Alternate 01 = 8,416 GSF 4 226 0.15 33.9 68" Lean-To = 9,370 GSF 3 148 0.15 22.2 68" Gross Square Footage 1st Floor = 97,088 GSF See Plan 2 54 0.15 8.1 68" 1 1,137 0.15 170.55 272" Exit No. Occupant Load Exit Width " Per Occupant Served Total Required Width of Exit Actual Width Occupancy (A-4) Assembly with Indoor Sporting Events (303.5), (A-3) Exhibit Halls (303.4), (A-2) Commercial Kitchen & Concessions (303.3), (B) Business, Accessory 10% (508.2), S-2 Low-Hazard Storage Chapter 3 1st Floor Occupancy Load = ITEM DESCRIPTION CODE SECTION EXIT DATA Watford City, North Dakota McKenzie County Fairgrounds 2018 INTERNATIONAL BUILDING CODE CODE STUDY Air Leakage of Fenestration - The air leakage of fenestration assemblies shall meet the provisions of Table C402.5.2. Air Barriers - A continuous air barrier shall be provided throughout the building thermal envelope. The air barriers... Cargo doors and loading dock doors equipped with weatherseals Vestibule Required: Yes (C402.5.7) Skylights 0.5 0.4 Overhead Doors >14%... 0.43 0.4 Entrance Doors 0.77 0.4 Storefront 0.36 0.4 Curtain Wall 0.36 0.4 Frame Material Type Max U SHGC Entrance Doors 0.77 0.4 Operable Fenestration 0.43 0.4 Fixed Fenestration 0.36 0.4 Max U SHGC Skylight 3% of roof, max. Vertical Fenestration 30% of walls, max. Percent Glazing: Fenestration Garage Door 14%... U-0.31 Swinging Doors U-0.37 Nonswinging R-4.75 Opaque Doors Slab on Grade Floors F-0.54 R-10 for 24"... Walls Below Grade C-0.119 R-7.5ci Metal Building U-0.052 R-13 + R-13ci Basis of Design: Simple Saver R-30 System (with thermal break). Walls Above Grade Insul. Above Deck U-0.032 R-30ci * Thermal Spacer Block shall be provided. Metal Building U-0.031 *R-25 + R-13 LS Basis of Design: Simple Saver R25+R13 Standing Seam (with thermal block) Roofs Opaque Envelope Parameters Max U Min R Notes Building Use Livestock Expo, Rodeo, Exhibit Halls, Concessions, etc. Climate Zone 6A Compliance Path Perscriptive Requirements Method ASHRAE 90.1 Energy Standard for Buildings except Low-Rise Residential Buildings - 2016 Building Shall be designed and constructed in accordance with the International Energy Conservation Code (IBC... International Energy Conservation Code -2018 IECC Drawing History No. Description Date 1 Bid Package 1 07/27/21 VBCHILECLNBVI CBONb Coe} Fa GENERAL NOTES - UL WALL ASSEMBLIES 1. WHEN HOURLY RATING IS SHOWN ON A WALL TAG, OR ON THE CODE STUDY PLAN, THE WALL IS TO BE CONSTRUCTED PER THE UL ASSEMBLY REQUIREMENTS. NOTE: UNDERWRITERS LABORATORIES ALLOWS FOR MODIFICATIONS TO INDIVIDUAL DESIGNS. SOME MODIFICATIONS INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: SCREWS MAY BE SUBSTITUTED FOR NAILS, ONE FOR ONE WHEN THE HEAD DIAMETER, LENGTH, AND SPACING EQUALS OR EXCEEDS THE REQUIREMENTS FOR THE SPECIFIED NAILS. GYPSUM BOARD THICKNESS SPECIFIED IN SPECIFIC DESIGNS ARE MINIMUMS. GREATER THICKNESS OF GYPSUM BOARD ARE PERMITTED AS LONG AS THE FASTENER LENGTH IS INCREASED PROPORTIONALLY, ADDITIONAL LAYERS OF GYPSUM BOARD ARE PERMITTED TO BE ADDED TO ANY DESIGN. THE SIZE OF THE STUDS ARE MINIMUMS UNLESS OTHERWISE STATED IN THE DESIGN. THE GENERIC WALL MAKE-UP SHOWN UNDER EACH WALL TYPE DESIGNATION SHOWS THE DESIGN INTENT FOR THAT SPECIFIC PARTITION, ALTHOUGH IT MAY NOT EXACTLY MATCH THE UL ASSEMBLY. IT HAS BEEN DESIGNED USING THE ALLOWED MODIFICATIONS. THE CONTRACTOR IS TO CONSTRUCT THE WALL BASED ON THE GENERIC MAKE-UP FOLLOWING THE UL DESIGN STANDARD WHEN THE WALL IS RATED. IF THE CONTRACTOR WISHES TO MODIFY COMPONENTS AND REQUIREMENTS OUTLINED IN THE UL ASSEMBLY, APPROVAL FOR A SUBSTITUTION MUST BE PROVIDED BY ARCHITECT PRIOR TO IMPLEMENTING. WALL TYPE DESIGNATION SYMBOL: SEE SPECIFIC WALL TYPE ASSEMBLY FOR DESCRIPTION OF WALL COMPONENTS. FIRST LETTER INDICATES FINISH MATERIAL ON THE EXTERIOR WALL SURFACE: E = EIFS N = METAL PANEL L = ALUMINUM COMPOSITE PANEL V = MASONRY VENEER T = STONE VENEER D = SIDING A = CULTURED STONE - ADHERED SECOND LETTER INDICATES CONSTRUCTION MATERIAL OF THE BACK-UP WALL: S = STEEL STUDS W = WOOD M = MASONRY P = PRE ENGINEERED METAL BUILDING C = CONCRETE NUMBER INDICATES DEPTH OF THE BACK-UP WALL CONSTRUCTION MATERIAL: FIRE RATING AT WALL ASSEMBLY: IF AN HOURLY FIRE RATING IS PRESENT, CONSTRUCT WALL PER LISTED UL DESIGN NOTED IN THE WALL TYPE ASSEMBLY. (WALL RATINGS ARE ALSO INDICATED ON CODE STUDY PLANS, IF NOT TAGGED. THE MOST RESTRICTIVE SHALL GOVERN.) TYPICAL WALL TAG EXTERIOR WALL TYPE TAG DESCRIPTION LEGEND WALL TYPE MODIFIERS: IF MODIFIER LETTERS ARE LOCATED ON THE TAG, THE FOLLOWING REQUIREMENTS SHALL APPLY TO THE WALL ASSEMBLY: R = IMPACT RESISTANT GYPSUM BOARD (INSTALL FROM FLOOR TO 6' A.F.F.) A = ACOUSTICAL SEAL ALL PENETRATIONS, AND SIDES, TOP AND BOTTOM OF WALL - BOTH SIDES N = NO ACOUSTICAL BATT INSULATION L = LINER PANEL ON TAGGED SIDE OF WALL, SEE INT. ELEVATIONS & WALL SECTIONS FOR HEIGHT. WALL TAG W/ MODIFIERS ? HR ? HR ??? ??? GENERAL NOTES - UL HORIZ. ASSEMBLIES 1. WHEN HOURLY RATING IS SHOWN ON A WALL TAG, OR ON THE CODE STUDY PLAN, THE WALL IS TO BE CONSTRUCTED PER THE UL ASSEMBLY REQUIREMENTS. NOTE: UNDERWRITERS LABORATORIES ALLOWS FOR MODIFICATIONS TO INDIVIDUAL DESIGNS. SOME MODIFICATIONS INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: SCREWS MAY BE SUBSTITUTED FOR NAILS, ONE FOR ONE WHEN THE HEAD DIAMETER, LENGTH, AND SPACING EQUALS OR EXCEEDS THE REQUIREMENTS FOR THE SPECIFIED NAILS. GYPSUM BOARD THICKNESS SPECIFIED IN SPECIFIC DESIGNS ARE MINIMUMS. GREATER THICKNESS OF GYPSUM BOARD ARE PERMITTED AS LONG AS THE FASTENER LENGTH IS INCREASED PROPORTIONALLY, ADDITIONAL LAYERS OF GYPSUM BOARD ARE PERMITTED TO BE ADDED TO ANY DESIGN. THE SIZE OF THE STUDS ARE MINIMUMS UNLESS OTHERWISE STATED IN THE DESIGN. THE GENERIC ASSEMBLY MAKE-UP SHOWN UNDER EACH TYPE DESIGNATION SHOWS THE DESIGN INTENT FOR THAT SPECIFIC HORIZONTAL ASSEMBLY, ALTHOUGH IT MAY NOT EXACTLY MATCH THE UL ASSEMBLY. IT HAS BEEN DESIGNED USING THE ALLOWED MODIFICATIONS. THE CONTRACTOR IS TO CONSTRUCT THE WALL BASED ON THE GENERIC MAKE-UP FOLLOWING THE UL DESIGN STANDARD WHEN THE WALL IS RATED. IF THE CONTRACTOR WISHES TO MODIFY COMPONENTS AND REQUIREMENTS OUTLINED IN THE UL ASSEMBLY, APPROVAL FOR A SUBSTITUTION MUST BE PROVIDED BY ARCHITECT PRIOR TO IMPLEMENTING. TYPICAL HORIZONTAL ASSEMBLY TAG HORIZONTAL ASSEMBLY TYPE DESCRIPTION LEGEND ?? ?? FIRE RATING AT ASSEMBLY: IF AN HOURLY FIRE RATING IS PRESENT, CONSTRUCT ASSEMBLY PER LISTED UL DESIGN NOTED IN THE ASSEMBLY TYPE. (RATINGS ARE ALSO INDICATED ON CODE STUDY PLANS, IF NOT TAGGED ON THE BUILDING OR WALL SECTIONS. THE MOST RESTRICTIVE SHALL GOVERN.) ASSEMBLY TYPE DESIGNATION SYMBOL: SEE SPECIFIC ASSEMBLY FOR DESCRIPTION OF CONSTRUCTION MATERIALS. FIRST LETTER INDICATES THE LOCATION OF THE HORIZONTAL ASSEMBLY: R = ROOF / CEILING F = FLOOR / CEILING (OR SLAB) H = HORIZONTAL ASSEMBLY SECOND LETTER INDICATES CONSTRUCTION MATERIAL AT THE HORIZONTAL ASSEMBLY: S = STEEL TRUSSES AND/OR BEAMS W = WOOD TRUSSES AND/OR FRAMING. P = PRECAST PLANK C = CONCRETE OR COMPOSITE SYSTEMS NUMBERS ARE USED TO DIFFERENTIATE BETWEEN INDIVIDUAL ASSEMBLY TYPES. THEY DO NOT INDICATE ASSEMBLY DEPTHS. METAL SIDING BY PEMB SUPPLIER (SEE ELEVATIONS/ SPECIFICATIONS) PEMB EXTERIOR WALL ASSEMBLY WALL TAG STUD WIDTH NOTES ASSEMBLY WIDTH 8" 'Z' GIRTS BY PEMB SUPPLIER 8" 8" (+ MTL PANEL) P8E3 P8E3 8" METAL SIDING BY PEMB SUPPLIER (SEE ELEVATIONS/ SPECIFICATIONS) BATT INSULATION W/ VAPOR BARRIER (FILL STUD CAVITY), SUPPORT WITH INSULATION HANGERS. PEMB EXTERIOR WALL ASSEMBLY WALL TAG STUD WIDTH NOTES ASSEMBLY WIDTH 8" 'Z' GIRTS BY PEMB SUPPLIER 8" 8" (+ MTL PANEL) P8E2 P8E2 8" LINER PANEL MODIFIERS, BY PEMB SUPPLIER SEE MODIFIER TYPE FOR HEIGHTS. NON-INSULATED GRID GRID METAL SIDING BY PEMB SUPPLIER (SEE ELEVATIONS/ SPECIFICATIONS) BATT INSULATION W/ VAPOR BARRIER (FILL STUD CAVITY), SUPPORT WITH INSULATION HANGERS. PEMB EXTERIOR WALL ASSEMBLY WALL TAG STUD WIDTH NOTES ASSEMBLY WIDTH 8" 'Z' GIRTS BY PEMB SUPPLIER 8" 8" (+ MTL PANEL) P8E1 P8E1 8" SF3 FURRING TYPICAL UNLESS NOTED OTHERWISE. GRID R-30 MIN. WALL ASSEMBLY R-30 MIN. WALL ASSEMBLY THERMAL BREAK TAPE THERMAL BREAK TAPE PEMB ROOF ASSEMBLYRS1 10" PEMB FRAMING VAPOR BARRIER; (WHITE, U.N.O.) CONTINUOUS AND SEALED AROUND PERIMETER PREFINISHED STANDING SEAM METAL ROOF PANEL W/SPACER BLOCK OVER METAL BUILDING PURLINS BY PEMB MFR. 10" BATT INSULATION (R-25) 2 1/2" BATT INSULATION W/ SPACERS PEMB ROOF ASSEMBLY / CANOPYRC 10" PEMB FRAMING STANDING SEAM METAL ROOF 3 1/2" STEEL STUD FRAMING @ 16" O.C. METAL PANEL METAL STRAPPING; (COATED WHITE, U.N.O.) R-38 MIN. ROOF ASSEMBLY (R-25 + R-13) 1-1/2" HAT CHANNELS 16" O.C. RS2 MINIMUM AVERAGE R-30 FOR TAPERED INSULATION SYSTEM. 2" MIN. THICKNESS AT DRAINS. UL DESIGN NO. N/A (ASSEMBLY DESIGN REQUIRED WHEN RATING IS PRESENT) 12" PEMB FRAMING. SEE STRUCTURAL. FULLY ADHERED RUBBER ROOFING MEMBRANE ROOF COVER BOARD METAL DECKING, SEE STRUCTURAL PEMB ROOF ASSEMBLY TAPERED ROOFING SYSTEM INSULATION. STAGGER JOINTS BETWEEN LAYERS. SEE ROOF PLAN FOR MORE INFORMATION. FLOOR SLAB ASSEMBLY - UNINSULATEDFC1 UL DESIGN NO. : N/A GRANULAR BASE. (SEE STRUCTURAL FOR ADDITIONAL INFORMATION.) CONCRETE FLOOR SLAB. (SEE STRUCTURAL FOR ADDITIONAL INFORMATION.) VAPOR BARRIER UNDER SLAB COMPACTED SUBBASE. S E E S T R U C T . FA1 UL DESIGN NO. : N/A 8" NDDOT GLASS 5 AGGREGATE, 95-98% COMPACTION COMPACTED SUBBASE. AGGREGATE FLOOR ASSEMBLYFD1 UL DESIGN NO. N/A METAL DECKING, SEE STRUCTURAL FLOOR ASSEMBLY, COMPOSITE DECK CONCRETE TOPPING SLAB, SEE STRUCTURAL STEEL BEAM, SEE STRUCTURAL. S E E S T R U C T . FLOOR FINISH, SEE FINISH PLANS. FD2 UL DESIGN NO. N/A 1 1/2" METAL DECKING, SEE STRUCTURAL FLOOR ASSEMBLY, COMPOSITE DECK 3/4" PLYWOOD SHEATHING LIGHT GAUGE STEEL FRAMING MEMBER, SEE STRUCTURAL. ACOUSTICAL BATT INSULATION MASONRYM WALL TAG WIDTH NOTES 7 5/8"M8 CONCRETE MASONRY UNIT, (COORDINATE REINFORCING WITH STRUCTURAL) ASSEMBLY WIDTH 7 5/8" + MODIFIER METAL PANEL/ STEEL STUD ASSEMBLIES WALL TAG STUD WIDTH NOTES ASSEMBLY WIDTH 12" +/- 1' - 3" (+ MTL PANEL) NS12 NS METAL PANEL (SEE ELEVATIONS/ SPECIFICATIONS) LIGHT GAUGE FRAMING, SEE STRUCTURAL 1-1/2" HORIZONTAL HAT CHANNELS FOR ATTACHMENT OF VERTICAL SIDING 1' - 0" GRID VARIESVARIES INSULATED POURED-IN-PLACE CONCRETE ASSEMBLIES (SLAB ON GRADE) WALL TAG WIDTH NOTES ASSEMBLY WIDTH 8" 10" 12" - - - IC8 IC10 IC IC12 GRID CONCRETE FOUNDATION WALL, COORDINATE WITH STRUCTURAL IN T E R IO R S ID E SEE TAG 2" RIGID INSULATION, CONTINUOUS JN: SHEET DRAWN BY: STRUCTURAL MECHANICAL ELECTRICAL CIVIL FOODSERVICE Foodservice Concept Design 2700 Olson Drive Grand Forks, ND 58201 (218) 779.4768 Office 1905 17th St SE Minot, ND 58701 (701) 852.6363 Office Prairie Engineering 222 East Main Street Suite B Mandan, ND 58554 p. 701.751.0430 | f. 701.751.1636 www.ICONarchitects.com Priefert Complex Designs P.O. Box 1540 Mt. Pleasant, TX 75455 (800) 527.8616 Office Mountain Plains, LLC 1300 Tacoma Ave #A Bismarck, ND 58504 (701) 557-3348 Office 1905 17th St SE Minot, ND 58701 (701) 852.6363 Office Prairie Engineering 7 /2 8 /2 0 2 1 8 :3 4 :4 8 A M B IM 3 6 0 :/ /1 9 -0 3 5 M c K e n z ie C o u n ty F a ir /1 9 -0 3 5 M c K e n z ie C o u n ty F a ir g ro u n d s .r v t G004 19-035 M c k e n z ie C o u n ty Y o u th & A g E x p o W a tf o rd C it y , N D Exterior Wall & Horizontal Assemblies AK / LP 07/27/21 Drawing History No. Description Date 1 Bid Package 1 07/27/21 VBCHILECLNBVI CBONb Coe} Fa FIG. 307.2 Limits of Protruding Objects 4" MAX X > 2 7 8 0 " M IN FIG. 307.3 Post-Mounted Protruding Objects 8 0 " M IN X>12"X>12" 2 7 " M A X > 2 7 - 8 0 4" MAX4" MAX FIG. 307.4 Reduced Vertical Clearance 2 7 " M A X MIN 96" MIN 135" FIG. 502.2 Vehicle Parking Space Size AREA TO BE MARKED FIG. 502.4 Parking Space Access Aisle MIN 96" MIN 60" MIN 135" MIN 60" O F P A R K IN G S P A C E F U L L L E N G T H ACCESS AISLE SERVING CAR PARKING SPACES ACCESS AISLE SERVING CAR PARKING SPACES AREA TO BE MARKED FIG. 503.3 Passenger Loading Zone Access Aisle 20' - 0" MIN M IN 6 0 " Stairs Ramps FIG. 505.4 Handrail Height 3 4 " - 3 8 " 3 4 " - 3 8 " FIG. 505.5 Handrail Clearance 1 1/2" MIN FIG. 5.5.10.1 Top and Bottom Handrail Extensions at Ramps 12" MIN 12" MIN FIG. 505.10.2 Top Handrail Extensions at Stairs 12" MIN FIG. 505.10.3 Bottom Handrail Extensions at Stairs X X X=tread depth 25" MAX 3 0 " M IN 9 " M IN MIN 11" 2 7 " M IN 8" MIN Fig. 306.3 Knee and Toe Clearance M IN 1 5 " 4 8 " M A X Fig. 308.2.1 Unobstructed Forward Reach 4 4 " M A X >22 - 25 4 8 " M A X MAX 20" Fig. 308.2.2 Obstructed High Forward Reach (b) (a) MAX 10" M IN 1 5 " 4 8 " M A X Fig. 308.3.1 Unobstructed Side Reach MAX 10" 3 4 " M A X 4 8 " M A X 3 4 " M A X 4 6 " M A X >10 - 24 Fig. 308.3.2 Obstructed High Side Reach (a) (b) 3 0 " M IN 48" MIN Fig. 305.3 Size of Clear Floor Space Fig. 305.5 Position of Clear Floor Space (a) forward (b) parallel 4 8 " M IN 30" MIN 48" MIN 3 0 " M IN X > 2 4 4 8 " M IN 36 MIN Fig. 305.7 Maneuvering Clearance in a Alcove X > 1 5 60 MIN (b) Parallel Approach(a) Forward Approach 90 32" MIN 32" MIN 32" MIN Fig. 404.2.2 Clear Width of Doorways (a) hinged door (b) sliding door (c) folding door 6 0 " M IN 18" MIN (a) Front Approach, Pull Side 12" MIN* 4 8 " M IN (b) Front Approach, Push Side *if both closer and latch are provided 36" MIN 6 0 " M IN (c) Hinge Approach, Pull Side *if both closer and latch are provided ** 48 min if both closer and latch provided 42" MIN 5 4 " M IN (d) Hinge Approach, Pull Side 22" MIN 4 2 " M IN ** (e) Hinge Approach, Push Side 12" MIN* 4 8 " M IN * 24" MIN *54 min if closer is provided (f) Latch Approach, Pull Side 24" MIN 4 2 " M IN * (g) Latch Approach, Push Side *48 min if closer is provided Fig. 404.2.3.1 Maneuvering Clearance at Manual Swinging Doors X > 8 18" MIN 6 0 " M IN (a) Pull Side X > 8 4 8 " M IN (b) Push Side 12" MIN X > 8 4 8 " M IN (c) Push Side, Door Provided with Both Closer and Latch Fig. 404.2.3.4 Maneuvering Clearance at Recessed Doors 404 DOORS AND DOORWAYS 405 RAMPS 406 CURB RAMPS 407 ELEVATIONS 502 PARKING SPACES 503 PASSENGER LOADING ZONES 504 STAIRWAYS 505 HANDRAILS 303.2 VERTICAL - Changes in level of 1/4 " maximum in height shall be permitted to be vertical. 303.3 BEVELED - Changes in level greater than 1/4" in height and not more than 1/2" maximum in height shall be beveled with a slope not steeper than 1:2. Changes in level greater than 1/2 inch (13mm) in height shall be ramped and shall comply with Section 405 and 406. 304.2 FLOOR SURFACES - Floor surfaces of a turning space shall have a slope not steeper than 1:48 and shall comply with Section 302. 304.3 SIZE 304.3.1 CIRCULAR SPACE - The turning space shall be a circular space with a 60-inch minimum diameter. The turning space shall be permitted to include knee and toe clearance complying with Section 306. 304.3.2 T-SHAPED SPACE - The turning space shall be a T-shaped space within a 60-inch minimum square, with arms and base 36 inches minimum in width. Each arm of the T shall be clear of obstructions 12 inches minimum in each direction, and the base shall be clear of obstructions 24 inches minimum. The turning space shall be permitted to include knee and toe clearance complying with Section 306 only at the end of either the base or one arm. 304.4 DOOR SWING - Unless otherwise specified, doors shall be permitted to swing into turning spaces 305.2 FLOOR SURFACES - Floor surfaces of a turning space shall have a slope not steeper than 1:48 and shall comply with Section 302. 305.3 SIZE - The clear floor space shall be 48 inches minimum in length and 30 inches minimum in width. 305.5 POSITION - Unless otherwise specified, the clear floor space shall be positioned for either forward or parallel approach to an element. 305.6 APPROACH - One full, unobstructed side of the clear floor space shall adjoin or overlap an accessible route or adjoin another clear floor space. 305.7 ALCOVES - If a clear floor space is in an alcove or otherwise confined on all or part of three sides, additional maneuvering clearances complying with Sections 305.7.1 and 305.7.2 shall be provided, as applicable. 305.7.1 PARALLEL APPROACH - Where the clear floor space is positioned for a parallel approach, the alcove shall be 60 inches minimum in width where the depth exceeds 15 inches 305.7.2 FORWARD APPROACH - Where the clear floor space is positioned for a forward approach, the alcove shall be 36 inches minimum in width where the depth exceeds 24 inches. 306.2 - TOE CLEARANCE 306.2.1 GENERAL - Space beneath an element between the floor and 9 inches above the floor shall be considered toe clearance and shall comply with Section 306.2. 306.2.2 MAXIMUM DEPTH - Toe clearance shall be permitted to extend to 25 inches maximum under an element. 306.2.3 MINIMUM DEPTH - Where toe clearance is required at an element as part of a clear floor space, the toe clearance shall extend 17 inches minimum beneath the element. 306.2.4 ADDITIONAL CLEARANCE - Space extending greater than 6 inches beyond the available knee clearance at 9 inches above the floor shall not be considered toe clearance. 306.2.5 WIDTH - Toe clearance shall be 30 inches minimum in width. 306.3 KNEE CLEARANCE 306.3.1 GENERAL - Space beneath an element between 9 inches and 27 inches above the floor shall be considered knee clearance and shall comply with Section 306.3. 306.3.2 MAXIMUM DEPTH - Knee clearance shall be permitted to extend 25 inches maximum under an element under an element at 9 inches above the floor. 306.3.3 MINIMUM DEPTH - Where knee clearance is required beneath an element as part of a clear floor space, the knee clearance shall be 11 inches minimum in depth at 9 inches above the floor, and 8 inches minimum in depth at 27 inches above the floor. 306.3.4 CLEARANCE REDUCTION - Between 9 inches and 27 inches above the floor, the knee clearance shall be permitted to be reduced at a rate of 1 inch for each 6 inches in height. 306.3.5 WIDTH - Knee clearance shall be 30 inches minimum in width. 307 PROTRUDING OBJECTS 308 REACH RANGES 309 OPERABLE PARTS 402 ACCESSIBLE ROUTES 403 WALKING SURFACES Segment Length Minimum Segment Width 24 inches > 24 inches inches 32 inches* 36 inches *Consecutive segments of 32 inches in width must be separated by a route segment 48 inches minimum in length and 36 inches minimum in width. 403.6 HANDRAILS - Where handrails are required at the side of a corridor they shall comply with Sections 505.4 through 505.9 ACCESSIBLE ROUTESBUILDING BLOCKS 404.3 AUTOMATIC DOORS - Automatic doors and automatic gates shall comply with Section 404.3. Full powered automatic doors shall comply with ANSI/BHMA A156.10 listed in Section 105.2.4. Power-assist and low-energy doors shall comply with ANSI/BHMA A 156.19 listed in Section 105.2.3. 404.3.1 CLEAR OPENING WIDTH - Doorways shall have a clear opening width of 32 inches in power-on and power-off mode. The minimum clear opening width for automatic door systems shall be based on the clear opening width provided with all leafs in the open position. 404.3.2 MANEUVERING CLEARANCES - Maneuvering clearances at power-assisted doors shall comply with Section 404.2.3. 404.3.5 CONTROL SWITCHES - Manually operated control switches shall comply with Section 309. The clear floor space adjacent to the control switch shall be located beyond the arc of the door swing. GENERAL SITE AND BUILDING ELEMENTS 302 FLOOR SURFACES 302.2 CARPET - Carpet or carpet tile shall be securely attached and shall have a firm cushion, pad, or backing or no cushion or pad. Carpet or carpet tile shall have a level loop, textured loop, level cut pile, or level cut pile, or level cut/uncut pile texture. The pile shall be 1/2" maximum in height. Exposed edges of carpet shall be fastened to the floor and shall have trim along the entire length of the exposed edge. Carpet edge trim shall comply with Section 303. 302.3 OPENINGS - Openings in floor surfaces shall be of a size that does not permit the passage of a 1/2" diameter sphere, except as allowed in Sections 407.4.3, 408.4.3, 409.4.3, 410.4, and 805.10. Elongated openings shall be placed so that the long dimension is perpendicular to the dominant direction of travel space. 303 CHANGE IN LEVEL 304 TURNING SPACES 305 CLEAR FLOOR SPACE 306 KNEE AND TOE CLEARANCE 307.2 PROTRUSION LIMITS - Objects with leading edges more than 27 inches and not more than 80 inches above the floor shall protrude 4 inches maximum horizontally into the circulation path. 307.3 POST-MOUNTED OBJECTS - Objects on posts or pylons shall be permitted to overhand 4 inches maximum where more than 27 inches and not more than 80 inches above the floor. Objects on multiple posts or pylons where the clear distance between the posts or pylons is greater than 12 inches shall have the lowest edges of such object either 27 inches maximum or 80 inches minimum above the floor. 307.4 REDUCED VERTICAL CLEARANCE - Guardrails or other barriers shall be provided where object protrusion is beyond the limits allowed by Sections 307.2 and 307.3, and where the vertical clearance is less than 80 inches above the floor. The leading edge of such guardrail or barrier shall be 27 inches maximum above the floor. 307.5 REQUIRED CLEAR WIDTH - Protruding objects shall not reduce the clear width required for accessible routes. 308.2 FORWARD REACH 308.2.1 UNOBSTRUCTED - Where a forward reach is unobstructed, the high forward reach shall be 48 inches maximum and the low forward reach shall be 15 inches minimum above the floor. 308.2.2 OBSTRUCTED HIGH REACH - Where a high forward reach is over an obstruction, the clear floor space shall extend beneath the element for a distance not less than the required reach depth over the obstruction. The high forward reach shall be 48 inches maximum where the reach depth is 20 inches maximum. Where the reach depth exceeds 20 inches, the high forward reach shall be 44 inches maximum, and the reach depth shall be 25 inches maximum. 308.3 OBSTRUCTED HIGH REACH - Where a clear floor space allows a parallel approach to an object and the high side reach is over an obstruction, the height of the obstruction shall be 34 inches maximum and the depth of the obstruction shall be 24 inches maximum. The high side reach shall be 48 inches maximum for a reach depth of 10 inches maximum. Where the reach depth exceeds 10 inches, the high side reach shall be 46 inches maximum for a reach depth of 24 inches maximum. 309.2 CLEAR FLOOR SPACE - A clear floor space complying with Section 305 shall be provided. 309.3 HEIGHT - Operable parts shall be placed within one or more of the reach ranges specified in Section 308. 309.4 OPERATION - Operable parts shall not be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. The force required to activate operable parts shall be 5.0 pounds maximum. 402.1 GENERAL - Accessible routes shall comply with section 402 402.2 COMPONENTS - Accessible routes shall consist of one or more of the following components: Walking surfaces with a slope not steeper than 1:20, doors and doorways, ramps, curb ramps excluding the flared sides, elevators, and platform lifts. All components of an accessible route shall comply with the applicable portions of this standard. 403.1 GENERAL - Walking surfaces that are a port of an accessible route shall comply with Section 403. 403.2 FLOOR SURFACE - Floor surfaces shall comply with Section 302. 403.3 SLOPE - The running slope of walking surfaces shall not be steeper than 1:20. The cross slope of a walking surface shall not be steeper than 1:48. 403.4 CHANGES IN LEVEL - Changes in level shall comply with Section 303. 403.5 CLEAR WIDTH - Clear width of an accessible route shall comply with Table 403.5. 404.1 GENERAL - Doors and doorways that are part of an accessible route shall comply with Section 404. 404.2 MANUAL DOORS 404.2.1 DOUBLE-LEAF DOORS AND GATES - At least one of the active leaves of doorways with two leaves shall comply with Sections 404.2.2 and 404.2.3. 404.2.2 CLEAR WIDTH - Doorways shall have a clear opening width of 32 inches minimum. Openings, doors and doorways without doors more than 24 inches in depth shall provide a clear opening width of 36 inches minimum. 404.2.3 MANEUVERING CLEARANCES AT DOORS - Minimum maneuvering clearances at doors shall comply with SECTION 404.2.3 and shall include the full clear opening width of the doorway. 404.2.4 THRESHOLDS AT DOORWAYS - If provided, thresholds at doorways shall be 1/2 inch maximum in height. Raised thresholds and changes in level at doorways shall comply with Sections 302 and 303. 404.2.5 TWO DOORS IN SERIES - Distance between two hinged or pivoted doors in series shall be 48 inches (1220mm) minimum plus the width of any door swinging into the space. The space between the doors shall provide a turning space complying with Section 304. 404.2.6 DOOR HARDWARE - Handles,pulls, latches, locks, an other operable parts on accessible doors shall have a shape that is easy to grasp with one hand and does not require tight grasping, pinching, or twisting of the wrist to operate. Operable parts of such hardware shall be 34 inches minimum and 48 inches maximum above the floor. Where sliding doors are in the fully open position, operating hardware shall be expose and usable from both sides. 404.2.7 CLOSING SPEED 404.2.7.1 DOOR CLOSERS - Door close shall be adjusted so that from an open position of 90 degrees, the time required to move the door to an open position of 12 degrees shall be 5 seconds minimum. 404.2.7.2 SPRING HINGES - Door spring hinges shall be adjusted so that from the open position of 70 degrees, the door shall move to the closed position in 1.5 seconds minimum. 404.2.8 DOOR-OPENING FORCE - Fire doors shall have the minimum opening force allowable by the appropriate administrative authority. The force for pushing or pulling open doors other than fire doors shall be as follows: 1. Interior hinged door: 5.0 pounds maximum 2. Sliding or folding door: 5.0 pounds maximum. 404.2.9 DOOR SURFACE - Door surfaces within 10 inches of the floor, measured vertically, shall be a smooth surface on the push side extending the full width of the door. Parts creating horizontal or vertical joints in such surface shall be within 1/16 inch of the same plane as the other. Cavities created by added kick plates shall be capped. 404.2.10 VISION LITES - Doors and sidelite's adjacent to doors containing one or more glazing panels that permit viewing through the panels shall have the bottom of at least one panel on either the door or an adjacent sidelite 43 inches maximum above the floor 405.2 SLOPE - Ramp runs shall have a running slope not steeper than 1:12. 405.3 CROSS SLOPE - Cross slope of ramp runs shall not be steeper than 1:48. 405.5 CLEAR WIDTH - The clear width of a ramp run shall be 36 inches minimum. 405.6 RISE - The rise for any ramp run shall be 30 inches maximum. 405.7 LANDINGS - Ramps shall have landings at bottom and top of each ramp run. Landings shall comply with Section 405.7. 405.7.2 WIDTH - Clear width of landings shall be at least as wide as the widest ramp run leading to the landing. 405.7.3 LENGTH - Landings shall have a clear length of 60 inches minimum. 405.7.4 CHANGE IN DIRECTION - Ramps that change direction at ramp landing shall be sized to provide a turning space complying with Section 304.3 405.7.5 DOORWAYS - Where doorways are adjacent to a ramp landing, maneuvering clearances required by Sections 404.2.3 and 404.3.2 shall be permitted to overlap the landing area. Where doors that are subject to locking are adjacent to a ramp landing, landings shall be sized to provide a turning space complying with Section 304.3. 405.9 EDGE PROTECTION - Edge protection complying with Section 405.9.1 or 405.9.2 shall be provided on each side of ramp runs and at each side of ramp location. 405.8 HANDRAILS - Ramp runs with a rise greater than 6 inches (150mm) shall have handrails complying with Section 505. 406.6 LOCATION - Curb ramps and the flared sides of curb ramps shall be located so they do not project into vehicular traffic lanes, parking spaces, or parking access aisles. Curb ramps at marked crossings shall be wholly contained within the markings, excluding any flared sides. 406.1 GENERAL - Curb ramps on accessible routes shall comply with Sections 406, 405.2, 405.3, and 405.10. 406.2 COUNTER SLOPE - Counter slopes of adjoining gutters and road surfaces immediately adjacent to the curb ramp shall not be steeper than 1:20. The adjacent surfaces at transitions at curb ramps to walks, gutters and streets shall be the same level. 406.4 WIDTH - Curb ramps shall be 36 inches minimum in width, exclusive of flared sides. 406.10 DIAGONAL CURB RAMPS - Diagonal or corner-type curb ramps with returned curbs or other well-defined edges shall have the edges parallel to the direction of pedestrian flow. The bottoms of diagonal curb ramps hall have 48 inches minimum clear space outside active traffic lanes of the roadway. Diagonal curb ramps provided at marked crossings shall provide the 4 inches minimum clear space within the markings. Diagonal curb ramps with flared sides shall have segment of curb 24 inches minimum in length on each side of the curb ramp and within the marked crossing. 406.11 ISLANDS - Raised islands in crossings shall be cut-through level with the street or have curb ramps at both ends Each curb ramp shall have a level area 48 inches minimum and 36 inches minimum in width at he top of the curb ramp in the part of the island intersected by the crossings. 406.12 DETECTABLE WARNINGS AT RAISED MARKED CROSSINGS - Marked crossings that are raised to the same level as the adjoining sidewalk shall be preceded by a 24 inch (610mm) deep detectable warning complying with Section 705, extending the full width of the marked crossing. 407.1 GENERAL - Elevators shall comply with section 407 and ASME A17.1 listed in Section 105.2.5. Elevators shall be passenger elevators as classified by ASME A17.1 Elevator operation shall be automatic. 407.2.1.1 HEIGHT - Call buttons and keypads shall be located within one of the reach ranges specified in Section 308, measured to the centerline of the highest operable part. 407.4.6.2 BUTTONS - Car control buttons with floor designations shall be raised or flush. 407.4.6.4 EMERGENCY CONTROLS 407.4.6.4.1 HEIGHT - Emergency controls shall have their centerlines 35 inches minimum above the floor. 407.4.6.4.2 LOCATION - Emergency controls, including the emergency alarm, shall be grouped at he bottom the panel. 410 PLATFORM LIFTS 410.1 GENERAL - Platform lifts shall comply with Section 410 and ASME/ANSI A18.1 listed in Section 105.2.6. Platform lifts shall not be attendant operated and shall provide unassisted entry and exit from the lift. 504.2 TREADS AND RISERS - All steps on a flight of stairs shall have uniform riser height and uniform tread depth. Risers shall be 4 inches minimum and 7 inches maximum in height. Treads shall be 11 inches minimum in depth. 504.3 OPEN RISERS - Open riser shall not be permitted. 504.5 NOSINGS - The radius of curvature at the leading edge of the tread shall be 1/2 inch (13mm) maximum. Nosings that project beyond risers shall have the underside of the leading edge curved or beveled. Risers shall be permitted to slope under the tread at an angle of 30 degrees maximum from vertical. The permitted projection of the nosing shall be 1 1/2 inches (38mm) maximum over the tread or floor below. The leading 2 inches (51mm) of the tread shall have visual contrast of dark-on-light or light-on- dark from the remainder of the tread. 505.2 GENERAL - Handrails shall be provided on both sides of stairs and ramps. EXCEPTION: Aisle stairs and aisle ramps provided with a handrail either at the side or within the aisle width. 505.3 CONTINUITY - Handrails shall be continuous within the full length of each stair flight or ramp run. Inside handrails on switchback or dogleg stairs or ramps shall be continuous between flights or runs. Other handrails shall comply with Sections 505.10 and 307. 505.4 HEIGHT - Top of gripping surfaces of handrail shall be 34 inches minimum and 38 inches maximum vertically above stair nosings, ramp surface and walking surfaces. 505.5 CLEARANCE - Clearance between handrail gripping surface and adjacent surfaces shall be 1 1/2 inches minimum and 2 inches maximum under an element at 9 inches above the floor. 505.7.1 CIRCULAR CROSS SECTION - Handrails with a circular cross section shall have an outside diameter of 1 1/4 inches minimum and 2 inches maximum. 505.7.2 NONCIRCULAR CROSS SECTIONS - Handrails with a noncircular cross section shall have a perimeter dimension of 4 inches minimum and 6 1/4 inches maximum, and a cross- section dimension of 2 1/4 inches maximum. 505.10 HANDRAIL EXTENSIONS - Handrails shall extend beyond and in the same direction of stair flights and ramp runs in accordance with Section 505.10. EXCEPTIONS: 1. Continuous handrails at the inside turn of stairs and ramps. 2. Extensions are not required for handrails in aisles serving seating where handrails are discontinuous to provide access to seating and to permit crossovers within the aisle. 3. In alterations, full extensions of handrails shall not be required where such extensions would be hazardous due to plan configuration. 502.2 VEHICLE SPACE SIZE - Car parking spaces shall be 96 inches minimum in width. Van parking spaces shall be 132 inches minimum in width. 503.3.2 WIDTH - Access aisles serving vehicle pull-up spaces shall be 60 inches minimum in width. 503.3.3 LENGTH - Access aisles shall be 20 feet minimum in length. JN: SHEET DRAWN BY: STRUCTURAL MECHANICAL ELECTRICAL CIVIL FOODSERVICE Foodservice Concept Design 2700 Olson Drive Grand Forks, ND 58201 (218) 779.4768 Office 1905 17th St SE Minot, ND 58701 (701) 852.6363 Office Prairie Engineering 222 East Main Street Suite B Mandan, ND 58554 p. 701.751.0430 | f. 701.751.1636 www.ICONarchitects.com Priefert Complex Designs P.O. Box 1540 Mt. Pleasant, TX 75455 (800) 527.8616 Office Mountain Plains, LLC 1300 Tacoma Ave #A Bismarck, ND 58504 (701) 557-3348 Office 1905 17th St SE Minot, ND 58701 (701) 852.6363 Office Prairie Engineering 7 /2 7 /2 0 2 1 5 :1 7 :1 5 P M B IM 3 6 0 :/ /1 9 -0 3 5 M c K e n z ie C o u n ty F a ir /1 9 -0 3 5 M c K e n z ie C o u n ty F a ir g ro u n d s. rv t G005 19-035 M c k e n z ie C o u n ty Y o u th & A g E x p o W a tf o rd C it y , N D ANSI 117.1 - 2009 Standards AK / LP 07/27/21 Drawing History No. Description Date 1 Bid Package 1 07/27/21 VBCHILECLNBVI CBONb Coe} Fa 4 8 " M A X 1 7 " M A X 4' - 0" 2 ' - 6 " FRONT VIEW PLAN VIEW FIG. 605.2 Height of Urinals M A X . T O B O T T O M E D G E O F M IR R O R S U R F A C E 4 0 " FIG. 606.3 Height of Lavatories and Sinks 3 4 " M A X . 3 6 " M IN 3 6 " 48" MIN back wall seat wall FIG. 608.2.1 Transfer-Type Shower Compartment Size and Clearance 36" MIN control wall NOTE: Inside finished dimensions measured at the center points of opposing sides. si de w al l si de w al l back wall NOTE: Inside finished dimensions measured at the center points of opposing sides. FIG. 608.2.2 Standard Roll-in-Type Shower Compartment Size and Clearances 3 0 " M IN 3 0 " M IN 60" MIN 4 ' - 0 " F O R W A R D R E A C H 1 0 " M A X 3 0 " M IN . 48" MIN. 2 0 " M A X . 4 8 " M IN . 30" MIN. 2 4 " M A X . FIG. 704.2.1 (b) forward approach FIG. 704.2.1 (a) parallel approach *Height to highest operable parts which are essential to basic operations of telephone. FIG. 602.5 (a) Forward Approach FIG. 602.5 (b) Parallel Approach 4' - 0" MIN. 2 ' - 6 " M IN . 2' - 6" MIN. 4 ' - 0 " M IN . 2' - 0" MAX. 2 ' - 6 " M IN . 5" MAX MIN 15" 3 1/2" MAX (a) Accessible Water Closets (b) Ambulatory Accessible Water Closets FIG. 604.2 Water Closet Location 16" - 18" 17" - 19" Other fixtures not allowed within this area FIG. 604.3 Size of Clearance for Water Closet 5 6 " m in 60" min 42" MIN 1' - 0" MAX 36" MIN 3 3 "- 3 6 " M IN 1 5 " 3 3 " - 3 6 " 1 7 " -1 9 " M IN 1 5 " Locate flush controls on wide side FIG. 604.5.2 Rear Wall Grab Bar for Water Closet MIN 12" MIN 24" 1' - 6" 39" - 41" 3 9 " - 4 1 " M IN 1 8 " 7" - 9" FIG. 604.5.1 Side Wall Grab Bar for Water Closet 54" MIN FIG. 604.7 Dispenser Location 1 1 /2 " m in 1 1 /2 " m in 1 5 " M IN 4 8 " M A X 7" - 9" FIG. 604.8.2 Wheelchair Accessible Toilet Compartments (a) Wall-Hung Water Closet - Adult (b) Floor-Mounted Water Closet - Adult Wall-Hung and Floor-Mounted Water Closet - Children 5 6 " M IN 60" MIN 60" MIN 5 9 " M IN Alternate door location FIG. 604.8.3 Wheelchair Accessible Compartment Doors 4" MAX 4 " M A X 4 2 " M IN Partition (a) Elevation Adult (b) Elevation Children Partition FIG. 604.8.5 Wheelchair Accessible Compartment Toe Clearance 9 " M IN 1 2 " M IN 6" MIN6" MIN 6 " M IN 6" MIN SIDE FRONT FRONT * BACK WALL ** SIDE WALL BACK WALL W A LL W A LL W A LL W A LL W A LL SIDE WALL / PARTITION W A LL GRAB BAR * LAV. HT. BACK WALL W A LL / T LT P A R T IT IO N W A LL W A LL / T LT P A R T IT IO N W A LL BACK WALL . SIGNAGEURINAL W A LL * per ADAAG ** STD. WATER CLOSET LAVATORY MIRROR * per ADAAG ** STD. * per ADAAG FIN. FLRLINE - TYP. W A LL / T LT P A R T IT IO N W A LL SIDE WALL W A LL CEILING HUNG PARTITION WALL & DOOR MOUNDED ABV FLOOR SINK * AT OPEN POSITION WALL* per ADAAG ** STD. FRONT W A LL WALL MOUNTED CHILD SEAT SIDE WALL W A LL URINAL PARTITION SIDE ELECTRIC DRINKING FOUNTAIN (EDF) SANITARY NAPKIN DISPOSAL TOILET PAPER DISPENSER LIQUID SOAP DISPENSER TOILET SEAL COVER DISPENSER COAT HOOK/BUMPER TRASH RECEPTACLE MOP BROOM HOLDER BABY DIAPER CHANGING UNIT ELECTRIC PAPER TOWEL DISPENSER SIDE WALL MOUNTED LIQUID SOAP DISPENSER W A LL TELEPHONEELECTRIC HAND DRYER 4 3 " 5 4 " RECESSED COMBO FEMININE NAPKIN/ TAMPON DISP. COAT HOOK 2 ' - 1 0 "1 7 " * O R 1 9 " ** 4 ' - 6 " 1 ' - 0 " 1 7 " * O R 1 9 " ** 1 4 " o r 1 9 " 6" ** 42" ** 36" * 40" ** 1 8 " 3 9 1 5 /1 6 " 9" 1 5 " 3 6 " to b u b b le r 3 6 " * 1' - 6" 29" 3 4 " 4 8 " * 5 0 " 18" 4 2 " 4 8 " 5 4 " 4 2 " 6 0 " 8" 5 4 " 4 4 " 2 9 " * 4 8 " 2 ' - 9 " 2 ' - 9 " 4' - 0" 1 ' - 5 " 3" 2' - 2" ** 7" 3' - 0" * 1 ' - 0 " 5 ' - 0 " 1' - 6" 3 ' - 4 " 1 ' - 6 " FIG. 607.4.2 GRAB BARS FOR BATHTUBS WITHOUT PERMANENT SEATS m in . 1 2 " 2 4 " m in . 12" max. 24" min. 24" max. he ad e nd w a ll back wall co nt ro l en d w al l 4 5 5 1 8 " m in . 7 5 - 1 0 3 " - 6 " 8 4 0 - 9 1 5 3 3 " - 3 6 " 4 " m a x. 1 0 " S ec tio n 6 09 .4 (b) Plan(a) Elevation 605 URINALS 606 LAVATORIES & SINKS 608 Shower Compartments 608.1 GENERAL. Accessible shower compartments shall comply with Figures 608.2.1 and 608.2.2. 609 GRAB BARS 702 ALARMS 703 SIGNS 704 TELEPHONES 707 AUTOMATIC TELLER MACHINES (ATMS) & FARE MACHINES 802 ASSEMBLY AREAS 803 DRESSING, FITTING & LOCKER ROOMS 602 DRINKING FOUNTAINS 603 TOILET & BATHING ROOMS 604 WATER CLOSETS & TOILET COMPARTMENTS PLUMBING ELEMENTS AND FACILITIES COMMUNICATION ELEMENTS AND FEATURES 605.2 HEIGHT - Urinals shall be of the stall type or shall be of the wall hung type with the rim at 17 inches maximum above the floor. 605.3 CLEAR FLOOR SPACE - A clear floor space complying with Section 305, positioned for forward approach, shall be provided. 605.4 FLUSH CONTROLS - Flush controls shall be hand operated or automatic. Hand operated flush controls shall comply with Section 309. 606.2 CLEAR FLOOR SPACE - A clear floor space complying with Section 305.3, positioned for forward approach, shall be provided. Knee and toe clearance complying with Section 306 shall be provided. The dip of the overflow shall not be considered in determining knee and toe clearances. 606.3 HEIGHT - The front of the lavatories and sinks shall be 34 inches maximum above the floor, measured to the higher of the rim or counter surface. 606.4 FAUCETS - Faucets shall comply with Section 309. Hand-operated metering faucets shall remain open for 10 seconds minimum. 606.6 EXPOSED PIPES AND SURFACES - Water supply and drainpipes under lavatories and sinks shall be insulated or otherwise configured to protect against contact. There shall be no sharp or abrasive surfaces under lavatories and sinks. 609.2 CROSS SECTION - Grab bars shall have a cross section complying with Section 609.2.1 and 609.2.2. 609.2.1 CIRCULAR CROSS SECTION - Grab bars with a circular cross section shall have an outside diameter of 1 1/4 inch minimum and 2 inches maximum. 609.2.2 NONCIRCULAR CROSS SECTION - Grab bars with a noncircular cross section shall have a cross section dimension of 2 inches maximum, and a perimeter dimension of 4 inches minimum and 4.8 inches maximum. 609.3 SPACING - The space between the wall and the grab bar shall be 1 1/2 inches. The space between the grab bar and projecting objects below and at the ends of the grab bar shall be 1 1/2 inches minimum. The space between the grab bar and projecting objects above the grab bar shall be 12 inches minimum. 609.5 SURFACE HAZARDS - Grab bars, and any wall or other surfaces adjacent to grab bars, shall be free of sharp or abrasive elements. Edges shall be rounded. 609.8 STRUCTURAL STRENGTH - Allowable stresses shall not be exceeded for materials used where a vertical or horizontal force of 250 pounds is applied at any point on the grab bar, fastener mounting device or supporting structure. 702.1 GENERAL - Accessible audible and visual alarms and notification appliances shall be installed in accordance with NFPA 72 listed in Section 105.2.2, be powered by a commercial light and power source, be permanently connected to the wiring of the premises electric system, and be permanently installed. 703.2.3 STYLE - Characters shall be conventional in form. Characters shall not be italic, oblique, script, highly decorative, or of other unusual forms. 703.2.4 CHARACTER HEIGHT - The uppercase letter "I" shall be used to determine the allowable height of all characters of a font. The uppercase letter "I" of the font shall have a minimum height complying with Table 703.2.4. Viewing distance shall be measured as the horizontal distance between the character and an obstruction preventing further approach towards the sign. 703.2.4 CHARACTER WIDTH - The uppercase letter "O" shall be used to determine the allowable width of all characters of a font. The width of the uppercase letter "O" of the font shall be 55 percent minimum and 110 percent maximum of the height of the uppercase "I" of the font. See Table 703.2.4. 703.3.12 FINISH AND CONTRAST - Characters and their background shall have a nonglare finish. Characters shall contrast with their background with either light characters on a dark background, or dark characters on a light background. 703.4 BRAILLE - See Table 703.4.3 and Figure 703.4.3. 703.4.5 MOUNTING HEIGHT - Braille shall be 48 inches minimum and 60 inches maximum above the floor, measured to the baseline of the braille cells. 703.5 PICTOGRAMS 703.5.2 PICTOGRAM FIELD - Pictograms shall have a field 6 inches minimum in height. Characters or braille shall not be located in the pictogram field. 704.2.1 CLEAR FLOOR SPACE - A clear floor space complying with Section 305 shall be provided. 704.2.1.1 PARALLEL APPROACH - Where a parallel approach is provided the distance from the edge of the telephone enclosure to the face of the telephone shall be 10 inches maximum. 704.2.1.2 FORWARD APPROACH - Where a forwards approach is provided, the distance from the front edge of a counter within the enclosure to the face of the telephone shall be 20 inches maximum. 704.2.1.3 OPERABLE PARTS - The highest operable part of the telephone shall comply with Section 308. Telephones shall have push button controls where service for such equipment is available. 704.2.1.4 TELEPHONE DIRECTORIES - Where provided, telephone directories shall comply with Section 309. 704.2.1.4 CORD LENGTH - The telephone handset cord shall be 29 inches minimum in length. 704.2.1.5 HEARING-AID COMPATIBILITY - Telephones shall be hearing aid compatible. 704.3 VOLUME-CONTROL TELEPHONES - Public telephones required to have volume controls shall be equipped with a receive volume control that provides a gain adjustable up to 2 B minimum. 704.5 HEIGHT - When in use, the touch surface of TTY keypads shall be 34 inches minimum above the floor. 707.2 CLEAR FLOOR SPACE - A clear floor space complying with Section 305 shall be provided in front of the machine. 802.1 GENERAL - Wheelchair spaces and wheel chair space locations in assembly areas with spectator seating shall comply with Section 802. 802.2 FLOOR SURFACES - The floor surface of wheelchair space locations shall have a slope not steeper than 1:48 and shall comply with Section 302. 803.2 TURNING SPACES - A turning space complying with Section 304 shall be provided within the room. 803.3 DOOR SWING - Doors shall not swing into the room unless a clear floor space complying with Section 305.3 is provided within the room, beyond the arc of the door swing. 803.4 BENCHES - A bench complying with Section 903 shall be provided within the room. 803.5 COAT HOOKS AND SHELVES - Accessible coat hooks provided within the room shall accommodate a forward reach or side reach complying with Section 308. Where provided, a shelf shall be 40 inches minimum and 48 inches maximum above the floor. 602.1 GENERAL - Accessible drinking fountains shall comply with Sections 602 and 307. 602.2 CLEAR FLOOR SPACE - A clear floor space complying with Section 305, positioned for a forward approach to the drinking fountain, shall be provided. Knee and toe space complying with Section 306 shall be provided. The clear floor space shall be centered on the drinking fountain. 602.3 OPERABLE PARTS - Operable parts shall comply with Section 309. 602.4 SPOUT OUTLET HEIGHT - Spout outlets of wheelchair accessible drinking fountains shall be 36 inches maximum above the floor. Spout outlets of drinking fountains for standing persons shall be 38 inches minimum and 43 inches maximum above the floor. 602.5 SPOUT LOCATION - Fig. 602.5 602.6 WATER FLOW - The spout shall provide a flow of water 4 inches minimum in height. The angle of the water stream from spouts within 3 inches of the front of the drinking fountain shall be 30 degrees maximum, and from spouts between 3 inches and 5 inches from the front of the drinking fountain shall be 15 degrees maximum, measured horizontally relative to the front face of the drinking fountain. 603.2 CLEARANCES 603.2.1 TURNING SPACE - A turning space complying with Section 304 shall be provided within the room. 603.2.2 OVERLAP - Clear floor spaces, clearances at fixtures, and turning spaces shall be permitted to overlap. 603.2.3 DOOR SWING - Doors shall not swing into the clear floor space or clearance for any fixture. 603.3 MIRRORS - Mirrors located above lavatories, sinks or counters shall be mounted with the bottom edge of the reflecting surface 40 inches maximum above the floor. Mirrors not located above lavatories, sinks or counters shall be mounted with the bottom edge of the reflecting surface 35 inches maximum above the floor. 604.1 GENERAL - Accessible water closets and toilet compartments shall comply with Section 604. Compartments containing more than one plumbing fixture shall comply with Section 603. Wheelchair accessible compartments shall comply with Section 604.8. Ambulatory accessible compartments shall comply with Section 604.9. 604.2 LOCATION - The water closet shall be located with a wall or partition to the rear and to one side. 604.3 CLEARANCE 604.3.1 SIZE - A clearance around a water closet 60 inches minimum, measured perpendicular from the sidewall, and 56 inches minimum, measured perpendicular from the rear wall, shall be provided. 604.3.2 OVERLAP - The required clearance around the water closet shall be permitted to overlap the water closet, associated grab bars, paper dispensers, sanitary napkin receptacles, coat hooks, shelves, assessable routes, clear floor space and other fixtures and the turning space. No other fixtures or obstructions shall be within the required water closet clearance. 604.4 HEIGHT - The height of water closet seats shall be 17 inches minimum and 19 inches maximum above the floor, measured to the top of the seat. 604.5 GRAB BARS - Grab bars for water closets shall comply with section 609 and shall be provided in accordance with Sections 604.5.1 and 604.5.2 Grab bars shall be provided on the rear wall and on the side wall closest to the water closet. 604.8.3 DOORS - Toilet compartment doors, including door hardware, shall comply with Section 404.1, except if the approach is to the latch side of the compartment door clearance between the door side of the stall and any obstruction shall be 42 inches minimum. Doors shall be located in the front partition farthest from the water closet. Where located in the side 604.8.5 TOE CLEARANCE - The front partition and at least one side partition shall provide a toe clearance of 9 inches minimum above the floor and extending 6 inches beyond the compartment side face of the partition, exclusive of partition support members. Toe clearance is not required in a compartment greater than 62 inches in depth with a wall-hung water closet, or greater than 65 inches in depth with a floor- mounted water closet. Where located in the side wall or partition, the door opening shall be 4 inches maximum from the front partition. The door shall be self-closing. A door pull complying with Section 404.2.6 shall be placed on both sides of the door near the latch. Toilet compartment doors shall not swing into the required minimum area of the compartment. 604.10.6 FLUSH CONTROLS - Flush controls shall be hand operated or automatic. Hand operated flush controls shall comply with Sections 309.2 and 309.4 and shall be installed 36 inches maximum above the floor. Flush controls shall be located on the open side of the water closet. 604.10.7 DISPENSERS - Toilet paper dispensers shall comply with Section 309.4 and shall be 7 inches minimum and 9 inches maximum in front of the water closet measured to the center line of the dispenser. The outlet of the dispenser shall be 14 inches minimum and 19 inches maximum above the floor. There shall be a clearance of 1 1/2 inches minimum below the grab bar. Dispensers shall not be of a type that control delivery do not allow continuous paper flow. JN: SHEET DRAWN BY: STRUCTURAL MECHANICAL ELECTRICAL CIVIL FOODSERVICE Foodservice Concept Design 2700 Olson Drive Grand Forks, ND 58201 (218) 779.4768 Office 1905 17th St SE Minot, ND 58701 (701) 852.6363 Office Prairie Engineering 222 East Main Street Suite B Mandan, ND 58554 p. 701.751.0430 | f. 701.751.1636 www.ICONarchitects.com Priefert Complex Designs P.O. Box 1540 Mt. Pleasant, TX 75455 (800) 527.8616 Office Mountain Plains, LLC 1300 Tacoma Ave #A Bismarck, ND 58504 (701) 557-3348 Office 1905 17th St SE Minot, ND 58701 (701) 852.6363 Office Prairie Engineering 7 /2 7 /2 0 2 1 5 :1 7 :1 8 P M B IM 3 6 0 :/ /1 9 -0 3 5 M c K e n z ie C o u n ty F a ir /1 9 -0 3 5 M c K e n z ie C o u n ty F a ir g ro u n d s. rv t G006 19-035 M c k e n z ie C o u n ty Y o u th & A g E x p o W a tf o rd C it y , N D ANSI 117.1 - 2009 Standards AK / LP 07/27/21 No Scale Mounting HeightsMounting Heights 607 BATHTUBS 607.4.2 BATHTUBS WITHOUT PERMANENT SEATS - For bathtubs without permanent seats, grab bars shall comply with 609.4. 607.4.2.1 BACK WALL - Two grab bars shall be installed on the back wall, one located in accordance with 609.4 and the other located 8 inches minimum and 10 inches maximum above the rim of the bathtub. Each grab bar shall be 24" long minimum and shall be installed 24 inches maximum from the head end wall and 12 inches maximum from the control end wall. 607.4.2.2 CONTROL END WALL - A grab bar 24 inches long minimum shall be installed on the control end wall at the front edge of the bathtub. 607.4.2.3 HEAD END WALL - A grab bar 12 inches long minimum shall be installed on the head end wall at the front edge of the bathtub. Drawing History No. Description Date 1 Bid Package 1 07/27/21 VBCHILECLNBVI CBONb Coe} Fa JN: SHEET DRAWN BY: STRUCTURAL MECHANICAL ELECTRICAL CIVIL FOODSERVICE Foodservice Concept Design 2700 Olson Drive Grand Forks, ND 58201 (218) 779.4768 Office 1905 17th St SE Minot, ND 58701 (701) 852.6363 Office Prairie Engineering 222 East Main Street Suite B Mandan, ND 58554 p. 701.751.0430 | f. 701.751.1636 www.ICONarchitects.com Priefert Complex Designs P.O. Box 1540 Mt. Pleasant, TX 75455 (800) 527.8616 Office Mountain Plains, LLC 1300 Tacoma Ave #A Bismarck, ND 58504 (701) 557-3348 Office 1905 17th St SE Minot, ND 58701 (701) 852.6363 Office Prairie Engineering 7 /2 7 /2 0 2 1 5 :1 7 :4 4 P M B IM 3 6 0 :/ /1 9 -0 3 5 M c K e n z ie C o u n ty F a ir /1 9 -0 3 5 M c K e n z ie C o u n ty F a ir g ro u n d s. rv t G011 19-035 M c k e n z ie C o u n ty Y o u th & A g E x p o W a tf o rd C it y , N D Building Perspectives AK / LP 07/27/21 2 North Entry / Northwest Persptive 4 South Entry / Southwest Perspective 3 Building - South 1 Building - Northeast 5 Site - NE Perspective 6 Site - Plaza Area 7 Site - West Perspective 8 Site - West Site Entry NOTE: PERSPECTIVES PROVIDED TO SHOW DESIGN INTENT AND TO BE USED FOR REFERENCE ONLY. 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JN TION CIVIL SIT _ =av T SECTION ECTION =CTION TION 22.2 EAs SUI MANDAN INOUUNVS ARC LES SECTION SECTION ON )N 1D , & EROSION C T CECTION | Wy )O 4 5 6 7 UTILITIES F UTILITIES F UTILITIES F UTILITIES F UTILITIES F UL OU0 C307 C400 C401 C402 ollE LA SITE LA GRADIN GRADIN GRADIN 6 7 8 10 GRADING F GRADING F GRADING F GRANING E GRADING F UTILITIES F UTILITIES F UTILITIES F iY : eT, pe -_ =_uae C302 C303 C304 C305 SITE LA SITE LA SITE LA SITE LA C100 {CIVIL SI C200 |EXISTIN C300 |SITE LA C201 ICITEIA og CoC C7 C7 PROJECT re LOCATION C4 CoC CoC CoC UO C5C C5 C5 C5 C403 |GRADIN C404 |GRADIN C405 |GRADIN | WE | CO] Mh PX\L JAT JVAL ow 1 DAK CONDITION: N47 N47 N47 N47 NIA7 , N47 3T MAIN AVE TEB ,.ND 58554 OPSOIL REMO VBER LAT N47 N47 An, NGf 4 N47 N47 N47 N47 22.2 EAs SUI MANDAN DESCRIPTION SILT FENCE SEDIMENT LO TSTARASCIL PArna, EXISTING PUPOUVIL RENE STRUCTION BY OTHER ROJECT NOT IN SCOP Bt tit ie \CING TEMPORARY CTION ENTERANCE ___ i !T7 7 JULY 2021 IIT 2 DAVIN POSED L6 L4 L5 INFORMA "PASSENGI ENTRAN TRUCKS/RV ENTR ACQ KRARMDORATLC ". URAL GRO T MAIN AVE rE B ND 58554 VN we SURFA CONSTRU! QITEeE | AVG QINICI 222 EAS SUI" MANDAN, INFORMATIC "TRUCKIRV EN \ XOPOSED UTDOOR ARENA Ir SED STORAGE BUILDIN \TE BID ITEM (LOCATIC APPROXIMAT TION SIGN =R VEHICLE | N CE ONLY S USE EAST / ANCE" / / 7 2 RV DUMP E 2 BUILDING AREA YZ. PRYICUT NYT IN Ow PROPOS ALTERNA \ Hyly ly ly ly dy _M.60.01.2S :L00792 a N \ \N \ NN SIGN S TRANCE" \N N \ SY VESURIP |! 4-IN SIDEW. CONCRETE SU IN FIBER REIN LRA DPVLITAR eee Ki if SITE LAYOU AN ESTIMA1 BL Yo x D R4.50 TYP. Xe UNIT A LK SY RFACE FORCED Rrmrmanr SY T AND PAVII ED QUANTI _ SS ANZ MIA AT Le UN TOPSOIL AND 303 VYUNUNETE ov 5-IN CRUSE \GGREGATE S| 6-IN CRUSE LO MDERATE Cl AST ST Mp Nyy KY / | SL WWE 7 WN MATCHLINE S\N WATCHLINE. CURB CUT C27 C30 MACH TV RY R4.50 INFORMATION SIC "PASSENGER VEHI( ENTRANCE ONL TRUCKS/RVS USE E ENTRANCE" 206 3NITHOLWN oe SNFHOLWN > S a - @\Z \ . \ R4.50 TYP. \ AQ KI | |S CON Si NO ay CURB Cl R4.5( C38. \, TEMPORARY | ENTERANCE AGGREGATE ~ pes ST MAIN AVE TE B , ND 58554 SURFACING CONSTRUCTION 22.2 EAs SUI MANDAN BIN CLASS 5 106,650 vil v v twiwee v v v twiwtwes v v v v QUANTITY 5,300 JINT Phe SEED SY i1ED JRFACE iED SY IDCArTEL f MCUNANIGAL CRU COORDINATE WIT! IIT 2 DAVIN QITEeE | AVG BL ANZ MIA AT Le UN TOPSOIL AND VYUNUNETE ov 5-IN CRUSE \GGREGATE S| 6-IN CRUSE LO MDERATE Cl NT \ XA AECHANICAL EQUIPME SOORDINATE WITH CO . \ SN Nyy 2s e199 IHO.LV IHOLV UNIT ALK Sy RFACE FORCED Rrmrmanr SY T AND PAVII ED QUANTI _ INFORW "TRUCKIR QUANTITY 5,300 STOP SIGN VEOURIF 1 4-IN SIDEW CONCRETE SU -IN FIBER REIN LRA PVALITAAR eee Ki SITE LAYOU' AN ESTIMA C3 106,650 > eI ? JINT Phe SEED SY i1ED JRFACE iED SY IDCArTEL IIT 2 DAVIN QITEeE | AVG IALION oIGN Vv entrance \ we v v v MATCHLINE 302 Te MATCHLINE 304 v v = BUILDING LOCATION, * 2OXIMATE) v pes ST MAIN AVE TE B , ND 58554 BUILDING AREA Vv Vv Vv Vv v v v y Vv 22.2 EAs SUI MANDAN v PHASE 2 v Vv v v *PROPOSED STORAGI ALTERNATE'BID TTEM ADDI = CONCRETE BOLL $.D.16/C700 BL / Sf sg ZS A C138 MATCHLINE 303 VIATCHLINE 305 MHOLVN MHOLVN XY: woe aN 0 AN C57 C56 9) L EQUIPMENT EC \WITH CONTRACTOR PROPOSEL BUILDING x c Cc Nyy C135 [A C177 C66 % Geos MECHANICA COORDINAT 1ED JRFACE i1ED JRFACE SEED SY SEE ARCHITECTL PLANS FOR DET WAN PN be RFACE FORCED RFACE SY STAMPEL COLORED CONCF T AND PAVII ED QUANTI ON UNIT Al LZ oS LE | 26,950 106,650 83 920 4,330 5,300 NG TIES v v v Vv v v v Vv 052 9-IN CRUSH \GGREGATE S| 6-IN CRUSE \GGREGATE S| TOPSOIL AND TTHIN OTLZ LAV: CONCRETE SU IN FIBER REIN CONCRETE SU SITE LAYOU' AN ESTIMA DESCRIPTI A IAL CIMNCV,IL CDW TICW. ITECTURAL PLANS ILS \IC BILLBOARD BY OTHERS SAIS ITAL pes ST MAIN AVE TE B , ND 58554 CURB CUT 22.2 EAs SUI MANDAN C106 C117 ye C124 C111 ct SONY v v v v v Vv v UILDING AREA v Vv v ALS he rw LEE IWI.UU RV DUMP SITE 0 ANMHOLVA vO ANMHOLVA Cl SI MAAH-DAy TRAILHEA PARKING. (1.0+ ACR aS ?. Py C138 V LEGEND CONCRETE S.D. 5/C700 CONCRETE oo 136.00! - 48.50' ---_ L SURFACE 9.D. 6/ PROPOSED 6-IN | AGG SURFACE S$ PROPOSED 5-IN | AGG SURFACE S LAA Lo KEYNOTES ADA AREA S.D. 4/0700 STANDARD CURB & GUTTE! JUTFLOW CURB & GUTTER JROP CURB & GUTTER S.D STANDARD CURB S.D. 13/C ACCESSIBLE RAMP S.D. 9/C LAG POLE S.D. 14/700 SARBAGE ENCLOSURE S.D >ARKING COUNT EET C307 FOR CURVE DAT. AYOUT AND PAVII TIMATED QUANTI SCRIPTION UNIT SIDEWALK Sy ETE SURFACE R REINFORCED ETE SURFACE SY CRUSHED sy SATE SURFACE CRUSHED Sy YATE CIlLIDCACELE | jo RAPHIC SCALE IN FEET AND PAVING PLAI q PROPOSED 6-IN | REINF. SIDEWAL! ] PROPOSED 4-IN | Uf QQ CRUSHED .D. 7/700 CRUSHED .D. 8/C700 R S.D. 10/0700 -S.D. 11/0700 . 12/0700 700 700 . 15/0700 N G TIES QUANTITY 4,330 5,300 26,950 106,650 0 ee! GI SITE LAYOUT | POPE ELT Y Oe, NY & C128 SFX ike VWUINE PA )IL AND SEED SY SHEET LEGEND ~ BUILDING ALTERNATE #1 _ Ft ffice AVE 3554 51.1636 |. COM esigns ) 5455 ffice ring E 1 ffice LLC 2 HA 504 \ffice t Design ve -Q90(1)\4 PANAMA ALSN TOPS( [ KA XX (1) / (2) (3) ( (4) (5) 6 / 7) | ( SEE SH SITE L PLAN ES ITEM DE: { 4-IN CONCR 9 6-IN FIBE CONCR 3 5-IN AGGRE( 6-IN 4 ARRADES C133 DRAWN BY: LMB ee SITE LAYOUT & MIDEAST SEC SHEET C30 Oo 2. LL ) of var _ Oo > > _ c _ Oo O oO N wi O = Drawing His No.| Description 1 BID PACKAGE 1 es Ee (218) 779.4768 C 222 EAST MAIN SUITE B MANDAN, ND 5 P. 701.751.0430 | F. 701.7 www.ICONARCHITECTS STRUCTURAL Priefert Complex D P.O. Box 154 Mt. Pleasant, TX 7 (800) 527.8616 C MECHANICAL Prairie Enginee: 1905 17th StS Minot, ND 587( (701) 852.6363 C ELECTRICAL Prairie Enginee: 1905 17th StS Minot, ND 587( (701) 852.6363 C CIVIL Mountain Plains, 1300 Tacoma Av Bismarck, ND 58 (701) 557-3348 C FOODSERVICE Foodservice Concep 2700 Olson Dri forand Enrke NID E CN AID psopen OUT! ARI JN: 19-035 PAVING TION STAMPED OR JLORED CONCRETE =E ARCHITECTURAL >LANS FOR DETAILS \H-HEY D & AREA E) Vv Vv v PHASE v v v v Vv v v 2 BUILDING AREA v v | ATCHLINE 302 MATCHLINE 304 v v Vv v v v v v v rTP. VESURIP |! 4-IN SIDEW. CONCRETE SU IN FIBER REIN LRA DPVLITAR eee Ki if SITE LAYOU AN ESTIMA1 BL C159- UNIT A LK SY RFACE FORCED Rrmrmanr SY T AND PAVII ED QUANTI _ SS A ANZ MIA AT Le UN TOPSOIL AND VYUNUNETE ov 5-IN CRUSE \GGREGATE S| 6-IN CRUSE LO MDERATE Cl Nyy 57.65! MATCHLINE 304 NN MATCHLINE 305. \ \ \ 57.65! 1163 XK C115 C120 P41AR ZA NANI * |+ 34.29" - 4.20' -| Crap 2, V ee CGD C153 Crg> 1009 - 57.65: | C1 72.00' TYP. C140 C13 C138 oo 222.18 96.31! pes ST MAIN AVE TE B , ND 58554 C167 | 7 J STOP SIGN | 22.2 EAs SUI MANDAN 106,650 G0, QUANTITY 5,300 JINT Phe SEED SY i1ED JRFACE iED SY IDCArTEL cue IIT 2 DAVIN O100 E OB Vv QITEeE | AVG coh NUE SSS + LK 30.0 ) R4.5 TYP. +( a a UZ . \AZ G \| AN 0.00' TYP. OU.U 00' Ui UL 30.00 30.00 / [- .00'9 4 5100! 2ss ss So S oO 30.00' R4.5 TYP. ROPOSED DUTDOOR ARENA a al Moa a a aoa aoa aoa ao aoa aoa aoa a al aoa al a aoa a a al al aoa a al aoa a a aoa aoa LL 8 MECHANICAL EQUIPM A ay COORDINATE WITH Ct M dl a fs 4 i u | J ' [\. Lt | | Ly 0' J | N \ \ \ al V LEGEND CONCRETE S.D. 5/C700 CONCRETE MECHANICAL EQL COORDINATE WITH C So So Nn N a PMENT PAD NTRACTOR a ee ENT PAD INTRACTOR aemEPD> ED GD _ uv uo oa i ee 20.00 TYP. 30.00 1009 | ) R4.5 TYP. ~C \ \ \ 40 | a Os RAPHIC SCALE IN FEET AND PAVING PLAI q PROPOSED 6-IN | REINF. SIDEWAL! ] PROPOSED 4-IN | L SURFACE 9.D. 6/ PROPOSED 6-IN | AGG SURFACE S$ PROPOSED 5-IN | AGG SURFACE S LAA Lo KEYNOTES ADA AREA S.D. 4/0700 STANDARD CURB & GUTTE! JUTFLOW CURB & GUTTER JROP CURB & GUTTER S.D STANDARD CURB S.D. 13/C ACCESSIBLE RAMP S.D. 9/C LAG POLE S.D. 14/700 SARBAGE ENCLOSURE S.D >ARKING COUNT EET C307 FOR CURVE DAT. AYOUT AND PAVII TIMATED QUANTI SCRIPTION UNIT SIDEWALK Sy ETE SURFACE R REINFORCED ETE SURFACE SY CRUSHED sy SATE SURFACE CRUSHED Sy YATE CIlLIDCACELE DRAWN BY: LMB ee SITE LAYOUT & MIAIN FAIRGROUN SHEET C30 JN: 19-035 PAVING DS AREA - 8.98' } 30.00' + Uf QQ CRUSHED .D. 7/700 CRUSHED .D. 8/C700 R S.D. 10/0700 -S.D. 11/0700 . 12/0700 700 700 . 15/0700 N G TIES QUANTITY 4,330 5,300 26,950 106,650 0 ee! GI SITE LAYOUT | POPE ELT WUT SEE ARt KAYE EY NEL R4.5 TYP. R4.5 TYP. - SFX ike VWUINE PA )IL AND SEED SY SHEET LEGEND _ Ft ffice ED Te AVE 3554 51.1636 |. COM esigns ) 5455 ffice ring E 1 ffice LLC 2 HA 504 \ffice t Design ve -Q90(1)\4 30. 30. PANAMA ALSN TOPS( [ KA XX (1) / (2) (3) ( (4) (5) 6 / 7) | ( SEE SH SITE L PLAN ES ITEM DE: { 4-IN CONCR 9 6-IN FIBE CONCR 3 5-IN AGGRE( 6-IN 4 ARRADES i pO HLL IPMENT PAD ONTRACTOR Oo 2. LL ) of var _ Oo > > _ c _ Oo O oO N wi O = Drawing His No.| Description 1 BID PACKAGE 1 PROPOS RBUILDIN es Ee (218) 779.4768 C a os oy a soy a ow oy a soa a | aos oy a a a a os oy a sa oa a al al a soa a al a Mos o4g a a a a | a soa aoa oy ao om oy a ow og a om oy aos oy a | 222 EAST MAIN SUITE B MANDAN, ND 5 P. 701.751.0430 | F. 701.7 www.ICONARCHITECTS STRUCTURAL Priefert Complex D P.O. Box 154 Mt. Pleasant, TX 7 (800) 527.8616 C MECHANICAL Prairie Enginee: 1905 17th StS Minot, ND 587( (701) 852.6363 C ELECTRICAL Prairie Enginee: 1905 17th StS Minot, ND 587( (701) 852.6363 C CIVIL Mountain Plains, 1300 Tacoma Av Bismarck, ND 58 (701) 557-3348 C FOODSERVICE Foodservice Concep 2700 Olson Dri forand Enrke NID E CN AID psopen 171.58 460%4g"4+ + 4 1 1s - 30.00' ) R4.5 TYP. t- 30.00' +] R4.5 TYP. (24'VUl x a a a a a iSO'CLL || Yj MAL } PROPOSED BLEACHERS STAMPED OR COLORED CONCRE1 CHITECTURAL PLANS FOR DETAIL a a MECHANICAL EQUI COORDINATE WITH CO 10.00' TYP. 0" )0" |}+ 40.89 Rey ) 4 11.00! oy _ Lo 10.00' TYP. 33.76 C134 20.00' TYP. Gigs 33.76' IIT 2 DAVIN QITEeE | AVG 22.2 EAs SUI MANDAN pes ST MAIN AVE TE B , ND 58554 | \ \ an _ _ __ _ PHASE 2 BUILDING MAINTAIN POSITIVE G LO NS Myf It [ft l| => . AREA RADE ~ My C4067) C405 3T MAIN AVE TEB ,.ND 58554 22.2 EAs SUI MANDAN pes ST MAIN AVE TE B , ND 58554 22.2 EAs SUI MANDAN USUl % USU0 C409 ING PLAN fs pes ST MAIN AVE TE B , ND 58554 22.2 EAs SUI MANDAN USUl % USU0 C409 ING PLAN USUl % USU0 C409 a INIC DI AAI 22.2 EAs SUI MANDAN pes ST MAIN AVE TE B , ND 58554 USUl % USU0 C409 MA ji pes ST MAIN AVE TE B , ND 58554 INIC DI AAI 22.2 EAs SUI MANDAN \_ TC=2150.80 =2149.94 TC=2152.68 TC=215 FL=2152.18 FL=215: pes ST MAIN AVE TE B , ND 58554 INIC DI AAI 22.2 EAs SUI MANDAN TC=2153.32 TG=2152.82 1 TC-9150N 7K 7 USUl % USU0 C409 USUl % USU0 C409 MATCHLINE 406 g MATCHLINE 407 pes ST MAIN AVE TE B , ND 58554 INIC DI AAI 22.2 EAs SUI MANDAN ~~ . TC=2153.68 TG=2153.18 pes ST MAIN AVE TE B , ND 58554 Mi 27 JULY 2021 INIG DI AAI INE 407 INE 409 22.2 EAs SUI MANDAN Lo Ne y NN . TC=2149.33 TG=2148.83 TC=2149 TG=2149 ager orhe wr \ \_gc=2160.50 \ \ /, 2160.09 \ "Tc=2150.20 TG=2149.70 \ + 52.20 51.70 TC=2153.32 TG=2152.82 NX #2 fhe 07 suL2021f/ INIG DI AAI y RIM=2158.71 oN pes ST MAIN AVE TE B , ND 58554 ING AREA / 22.2 EAs SUI MANDAN 2468 a ic 2159.50 .46 TC=-948N NN Py TC=2153.68 TG=2153.18 21! ON =2151.49 =2150.99 _ = oy TC=2152.44 TG=2151.94 70=2158.19 > TG=21 co SS \ TC=21 FL=21 pes ST MAIN AVE TE B , ND 58554 Ce a/, 22.2 EAs SUI MANDAN 2150s ~~ ig \ TC=2152.44 na \ TC=2157.20 Te 715870 8 | Mi uv 27 JULY 2021 INIG DI AAI USUl % USU0 yp Vy pes ST MAIN AVE TE B , ND 58554 22.2 EAs SUI MANDAN FORCEMAI AND SO UT =SCRIPTION (1.5 SADDLE TA JQ ON A RAR OP TAR QUANTITY >| R/O |r SANITARY SEWER 375 400 = IECTION IN IN IN ORIFICE pes ST MAIN AVE TE B , ND 58554 -IN RCP FLARE )-IN RCP FLARE ATE CONTROL -IN RCP STORI )-IN RCP STORI -IN CIRCULAR -IN RCP STORI IN RCD EI ARE CAN EA EA LF LF =SCRIPTION -IN HDPE -IN HDPE STOF -IN RCP STORI TITIES UNIT EA Tm A IN WATER LINE IN HYDRANT Al IN FROST FREE WY OAYVULE TAP 6 SADDLE TAP (6 SADDLE TAF 5-IN WATER SE IN WATER SER 22.2 EAs SUI MANDAN UNIT LF LF LF LF EA EA ND GATE VALV| = WATER CONN RVICE LINE VICE LINE UNIT LF LF EA ILITY PLAN ES \P EA EA EA Asse RSENS NS Eee LF LF EA EA EA =SCRIPTION IN PVC SANITA -IN SANITARY | ANITARY CI EA! QUANTIT\ 1 A STORM SEWER Tove! RY PIPE MANHOLE OL IT WATER MAIN | ITEM [DI | 1 6 ny QUANTIT) 70 1593 777 _ ee ee 'D END SECTIC DD END SECTIC STRUCTURE 8:- 1400 Mt PIPE Mt PIPE CATCH BASIN VM. MANHOLE DEND CECTIC RM PIPE Mt PIPE TIMATED QUAN wf 07 suLyY 2021) IEC DI AN LIT IT 22.2 EAs SUI MANDAN pes ST MAIN AVE TE B , ND 58554 Mi 27 JULY 2021 IEC DI AN 22.2 EAs SUI MANDAN LIT IT pes ST MAIN AVE TE B , ND 58554 Mi A 27 JULY 2021 IEC DI AN LIT IT 22.2 EAs SUI MANDAN pes ST MAIN AVE TE B , ND 58554 Mi Yv 27 JULY 2021 IEC DI AN LIT IT 22.2 EAs SUI MANDAN pes ST MAIN AVE TE B , ND 58554 LIT IT Mi Yv 27 JULY 2021 IEC DI AN 22.2 EAs SUI MANDAN pes ST MAIN AVE TE B , ND 58554 LIT IT SO. y pes ST MAIN AVE TE B , ND 58554 22.2 EAs SUI MANDAN Mi v 27 JULY 2021 IEC DI AN LIT IT Mi Y. 27 JULY 2021 IEC DI AN 22.2 EAs SUI MANDAN pes ST MAIN AVE TE B , ND 58554 LIT IT Mi uv 27 JULY 2021 IEC DI AN 22.2 EAs SUI MANDAN pes ST MAIN AVE TE B , ND 58554 F F F oF eF a pes ST MAIN AVE TE B , ND 58554 L98 z 2" z z z S| SOIL CONDITIONS. NTCOLIAIICAL DOCDNADT (14 FLAG C700/ NOT Ti a 4 72" 50" 4 78" 60" 4 84" 60" 4 90" 60" 4 96" 60" 4 102" 72" 4 ON SIZE WILL VARY WITH AD TA\VICDICVAAITLI Coe 22.2 EAs SUI MANDAN GROUNDSET FOUNL EXPOSED HEIGHT | A 20-0" 24" 25-0" 30" 30-0" 36" 35-0" ay 40-0" 48 15-0" 5" W vu 55'-0" 66" 60'-0" 72" 65'-0" 78" 70'-0" 84" 75'-0" 90" 80'-0" 96" NOTE 1 : FOUNDATI( RARKRITDART )ATION: B c | 30" 30" 2 36" 36" 2 42" 36" 2 48" 36" 3 54" 45" 3 3 60" 45" a 22.2 EAs SUI MANDAN pes ST MAIN AVE TE B , ND 58554 5 / 1 8 / 2 0 2 1 4 : 4 9 : 5 2 P M B I M 3 6 0 : / / 1 9 - 0 3 5 M c K e n z i e C o u n t y F a i r / 1 9 - 0 3 5 M c K e n z i e C o u n t y F a i r g r o u n d s . r v t 1911 M c k e n z i e C o u n t y Y o u t h & A g E x p o W a t f o r d C i t y , N D Author PLAN NORTH N TRUE NORTH N Drawing History No. Description Date BID PACKAGE 1 07/27/21 C B D A RE G IS TE RE D PROF ESS IONAL ENG INEERPE-28048DATE GLEN M. CALVERT NORTH DAKOT A 7/27/21 STRUCTURAL MECHANICAL ELECTRICAL CIVIL FOODSERVICE Foodservice Concept Design 2700 Olson Drive Grand Forks, ND 58201 (218) 779.4768 Office 1905 17th St SE Minot, ND 58701 (701) 852.6363 Office Prairie Engineering 100 Collins Ave Suite 101 Mandan, ND 58554 p. 701.751.0430 | f. 701.751.1636 www.ICONarchitects.com Priefert Complex Designs P.O. Box 1540 Mt. Pleasant, TX 75455 (800) 527.8616 Office Mountain Plains, LLC 1300 Tacoma Ave #A Bismarck, ND 58504 (701) 557-3348 Office 1905 17th St SE Minot, ND 58701 (701) 852.6363 Office Prairie Engineering Special Inspections & Testing A C B D S000 SPECIAL INSPECTIONS AND TESTING: 1. 2. 3. 4. 5. 1. 2. 3. 4. 1. 2. 3. 4. 5. 6. 7. A. B. C. D. E. 1. 1. 2. 3. 4. 5. THIS PROJECT REQUIRES SPECIAL INSPECTION AND TESTING IN ACCORDANCE WITH CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE, 2018 EDITION. THESE NOTES AND THE STATEMENT OF SPECIAL INSPECTIONS PREPARED FOR THE PROJECT OWNER ARE INTENDED TO INFORM THE CONTRACTOR OF THE QUALITY ASSURANCE PROGRAM AND THE EXTENT OF THE CONTRACTOR'S RESPONSIBILITIES. CONTRACTOR SHALL REFERENCE PROJECT MANUAL FOR ADDITIONAL INFORMATION. THE TESTING AND INSPECTION SERVICES SECTION WILL CLARIFY WHO SHALL EMPLOY AND PAY FOR SERVICES OF AN INDEPENDENT TESTING AGENCY TO PERFORM ALL INSPECTIONS, SPECIAL INSPECTIONS, AND TESTING FOR PROJECT. GENERAL NOTES: THE SPECIAL INSPECTION AND TESTING PROGRAM IS A QUALITY ASSURANCE PROGRAM INTENDED TO ENSURE THAT THE WORK IS PERFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE SPECIAL INSPECTION PROGRAM DOES NOT RELIEVE THE CONTRACTOR OF HIS OR HER RESPONSIBILITY TO COMPLY WITH THE OFFICIAL CONTRACT DOCUMENTS. THE CONTRACTOR HAS THE SOLE RESPONSIBILITY FOR ANY DEVIATIONS FROM THE OFFICIAL CONTRACT DRAWINGS. THE SPECIAL INSPECTOR DOES NOT REPLACE THE DUTIES OF THE BUILDING OFFICIAL NOR THE QUALITY CONTROL RESPONSIBILITIES AND PERSONNEL OF THE CONTRACTOR. JOB SITE SAFETY AND MEANS AND METHODS OF CONSTRUCTION ARE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. THESE INSPECTIONS ARE IN ADDITION TO THE INSPECTIONS SPECIFIED IN THE IBC SECTION 110 AND SPECIFIC STRUCTURAL OBSERVATION AS MAY BE REQUIRED BY THE CODE. PERIODIC STRUCTURAL OBSERVATION BY THE SEOR IS SOLELY FOR THE PURPOSE OF DETERMINING IF THE WORK OF THE CONTRACTOR IS PROCEEDING IN GENERAL CONFORMANCE WITH THE CONTRACT DOCUMENTS. A LIMITED SITE OBSERVATION SHOULD NOT BE CONSTRUED AS EXHAUSTIVE, CONTINUOUS, OR MEETING THE SPECIAL INSPECTIONS OBLIGATIONS. THOUGH NOT REQUIRED BY CODE, SPECIAL INSPECTORS AND/OR INSPECTION AGENCIES CAN DOCUMENT ACCEPTANCE OF THEIR RESPONSIBILITIES AND SCOPE OF WORK FOR A PROJECT BY SIGNING AN AGREEMENT THAT INCLUDES A DETAILED SCHEDULE OF SERVICES, COMMONLY KNOWN AS THE SPECIAL INSPECTION AND TESTING AGREEMENT AND THE SPECIAL INSPECTION AND TESTING SCHEDULE. THIS DOCUMENT MAY REFERENCE THIS SHEET AS THE "STATEMENT OF SPECIAL INSPECTIONS," (SSI). THE STRUCTURAL DESIGN METHODS AND/OR ASSUMPTIONS UTILIZED ARE BASED UPON THE SPECIAL INSPECTIONS REQUIRED WITHIN THE CONTRACT DOCUMENTS. CONTRACTOR RESPONSIBILITIES AND DUTIES: THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING AND PROVIDING ADEQUATE NOTICE TO THE SPECIAL INSPECTORS FOR ALL INSPECTIONS. THE CONTRACTOR SHALL REQUEST SPECIAL INSPECTION OF THE REQUIRED ITEMS PRIOR TO THOSE ITEMS BECOMING INACCESSIBLE AND UNOBSERVABLE DUE TO PROGRESSION OF WORK. THE CONTRACTOR SHALL PROVIDE THE SPECIAL INSPECTOR ACCESS TO THE APPROVED CONTRACT DOCUMENTS. THESE DOCUMENTS INCLUDE SEALED DRAWINGS AND SPECIFICATIONS, ADDENDA, CHANGE ORDERS, APPROVED SHOP DRAWINGS, ISSUED SKETCHES AND REVISION DRAWINGS, AND ALL DIRECTIVES ISSUED BY THE ARCHITECT/ENGINEER. THIS CURRENT SET OF DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE. THE CONTRACTOR IS TO CORRECT DISCREPANCIES AND DEVIATIONS AS DETERMINED BY SPECIAL INSPECTOR. ALL DISCREPANCIES AND DEVIATIONS OBSERVED SHALL BE RE- INSPECTED UNTIL THE SPECIAL INSPECTOR DEEMS CONSTRUCTION TO BE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR IS TO RETAIN SPECIAL INSPECTION RECORDS COMPLETED BY THE SPECIAL INSPECTORS AT THE JOB SITE. SPECIAL INSPECTOR QUALIFICATIONS AND RESPONSIBILITIES: THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. SPECIAL INSPECTORS SHALL NOTIFY CONTRACTOR PERSONNEL OF THEIR PRESENCE AND RESPONSIBILITIES AT THE JOBSITE. THE SPECIAL INSPECTOR/TESTING AGENCY SHALL BE INDEPENDENT OF THE CONTRACTOR TO AVOID CONFLICT OF INTEREST. THE SPECIAL INSPECTOR IS OBLIGATED TO BOTH THE OWNER AND THE BUILDING OFFICIAL FOR OBSERVING THAT THE WORK IS EXECUTED IN ACCORDANCE WITH THE OFFICIAL CONTRACT DOCUMENTS. THESE DOCUMENTS INCLUDE SEALED DRAWINGS AND SPECIFICATIONS, ADDENDA, CHANGE ORDERS, APPROVED SHOP DRAWINGS, ISSUED SKETCHES AND REVISION DRAWINGS, AND ALL DIRECTIVES ISSUED BY THE ARCHITECT/ENGINEER. SPECIAL INSPECTORS SHALL KEEP ORGANIZED RECORDS OF INSPECTIONS AND SUBMIT INSPECTION REPORTS WITH A MINIMUM WEEKLY FREQUENCY TO THE CONTRACTOR, BUILDING OFFICIAL, ENGINEERS, AND ARCHITECTS INDIVIDUALLY. REPORTS SHOULD INDICATE THAT WORK INSPECTED WAS DONE IN CONFORMANCE TO APPROVED CONSTRUCTION DOCUMENTS. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION TO THE CONTRACTOR FOR CORRECTION. IF THE DISCREPANCIES ARE NOT CORRECTED, THEY SHOULD BE REPORTED TO THE BUILDING OFFICIAL AND TO THE ENGINEER OF RECORD. A FINAL SIGNED REPORT IS TO BE SUBMITTED AT THE END OF THE PROJECT DOCUMENTING REQUIRED SPECIAL INSPECTIONS AND CORRECTION OF ANY DISCREPANCIES. THIS REPORT SHOULD STATE THAT ALL ITEMS REQUIRING SPECIAL INSPECTION AND TESTING WERE FULFILLED AND REPORTED TO THE BEST OF THEIR KNOWLEDGE IN CONFORMANCE WITH THE APPROVED PLANS, SPECIFICATIONS, AND THE APPLICABLE PROVISIONS OF THE IBC. ITEMS NOT IN CONFORMANCE, UNRESOLVED ITEMS, OR ANY DISCREPANCIES IN INSPECTION COVERAGE SHOULD BE SPECIFICALLY ITEMIZED. THE FOLLOWING ARE THE QUALIFICATIONS FOR FOR INDIVIDUALS PERFORMING SPECIFIC INSPECTIONS OR TESTS INCLUDING IN THIS PROJECT'S SSI. AMERICAN CONCRETE INSTITUTE (ACI) CERTIFICATION: - ACI-CCSI CONCRETE CONSTRUCTION SPECIAL INSPECTOR - ACI-FTT FIELD TESTING TECHNICIAN - GRADE 1 - ACI-LTT LABORATORY TESTING TECHNICIAN - LEVEL 1 OR 2 - ACI-STT STRENGTH TESTING TECHNICIAN AMERICAN WELDING SOCIETY (AWS) CERTIFICATION: - AWS-CWI CERTIFIED WELDING INSPECTOR - AWS/AISC-SSI CERTIFIED STRUCTURAL STEEL INSPECTION AMERICAN SOCIETY OF NON-DESTRUCTIVE TESTING (ASNT) CERTIFICATION: - ASNT NON-DESTRUCTIVE TESTING TECHNICIAN - LEVEL II OR III INTERNATIONAL CODE COUNCIL (ICC) CERTIFICATION: - ICC-CBI COMMERCIAL BUILDING INSPECTOR - ICC-SMSI STRUCTURAL MASONRY SPECIAL INSPECTOR - ICC-SSSI STRUCTURAL STEEL AND BOLTING SPECIAL INSPECTOR - ICC-SWI STRUCTURAL WELDING SPECIAL INSPECTOR - ICC-PCSI PRESTRESSED CONCRETE SPECIAL INSPECTOR - ICC-RCSI REINFORCED CONCRETE SPECIAL INSPECTOR - ICC-SSI SOILS SPECIAL INSPECTOR PROFESSIONAL STATE LICENSING: - PE-STRUCT STRUCTURAL ENGINEER: LICENSED PE OR SE SPECIALIZING IN THE DESIGN OF BUILDINGS AND STRUCTURES - PE-GEOTECH GEOTECHNICAL ENGINEER: LICENSED PE SPECIALIZING IN SOIL MECHANICS AND FOUNDATIONS - EIT ENGINEER-IN-TRAINING: GRADUATE ENGINEER WHO HAS PASSED THE FUNDAMENTALS OF ENGINEERING EXAMINATION STATEMENT OF SPECIAL INSPECTIONS (SSI): THE FOLLOWING TABLES INDICATE THE MINIMUM SPECIFIC SPECIAL INSPECTION AND TESTING TO BE PERFORMED ON THIS PROJECT AND THE QUALIFICATIONS OF THE INDIVIDUAL INSPECTORS AND TESTING TECHNICIANS. DEFINITIONS: CONTINUOUS SPECIAL INSPECTION: THE FULL-TIME OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED. 100% OF THE WORK MUST BE INSPECTED AND IT MUST BE INSPECTED AS THE WORK IS BEING PERFORMED. PERIODIC SPECIAL INSPECTION: THE PART-TIME OR INTERMITTENT OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK HAS BEEN, OR IS BEING, PERFORMED AND AT THE COMPLETION OF WORK. YES: THIS INSPECTION AND/OR TESTING IS REQUIRED BY THE BUILDING CODE AND MUST BE PERFORMED. NO: THIS INSPECTION AND/OR TESTING IS NOT APPLICABLE TO THE PROJECT, AND NEED NOT BE PERFORMED. SUGGESTED: THIS INSPECTION AND/OR TESTING IS NOT REQUIRED BY THE BUILDING CODE. HOWEVER, THE ENGINEER OF RECORD RECOMMENDS IMPLEMENTING THEM FOR QUALITY ASSURANCE. A POTENTIAL EXISTS FOR THESE MEASURES TO BE A VALUE ADDED SERVICE FOR THE OWNER TO ENSURE PROPER PROJECT COMPLETION. SOILS (REF IBC SECTION 1705.6, 1803) AREA REQUIRING SPECIAL TESTING & INSPECTION AGENCY QUALIFICATION REFERENCE STANDARD COMMENTS ICC-SSI PE-GEOTECH. PERIODIC FREQUENCY CONT Verify materials below shallow foundations are adequate to achieve the design bearing capacity. Verify excavations are extended to proper depth and have reached proper material. Classification and testing of compacted fill materials should include applicable sieve tests and modified Proctor tests. Verify extent and slope of fill placement. Applicable ASTM Standards REQ'D YES YES YES INSPECTION 1. 2. a. b. Shallow foundations Controlled structural fill Perform classification and testing of compacted fill materials. Verify use of proper materials, densities and lift thicknesses during placement and compaction of compacted fill. ICC-SSI PE-GEOTECH. STEEL CONSTRUCTION (REF IBC SECTION 1705.2) 1. 2. a. b. c. d. 3. a. b. c. 4. a. b. c. d. e. 5. a. b. c. 6. a. b. 7. a. b. 8. Fabricator certification / quality control procedures Material certification & verification: High-strength bolts, nuts and washers Structural steel Weld filler materials Cold-formed steel deck and accessories Inspection of high-strength bolting: Snug-tight joints Pretensioned and slip- critical joints using turn-of- nut with matchmarking, twist-off bolt or direct tension indicator methods of installation Pretensioned and slip- critical joints using turn-of- nut without matchmarking or calibrated wrench methods of installation Inspection of structural steel welding: Complete and partial joint penetration groove welds Multipass fillet welds Single-pass fillet welds > 5/16" Plug and slot welds Single-pass fillet welds 5/16" Inspection of steel frame joint details for compliance: Details such as bracing and stiffening Member locations Application of joint details at each connection Inspection of open-web steel joists and joist girders End connections - welding or bolting Bridging - horizontal or diagonal Inspection of cold-formed steel deck installation Deck profiles, material properties and base metal thickness Size, location and spacing of deck attachment Inspection of shear connectors (headed stud anchors) AGENCY QUALIFICATION PERIODIC FREQUENCY CONT INSPECTION AISC REQ'D YES YES YES YES YES NO NO NO NO NO YES YES YES NO NO NO NO NO COMMENTS AREA REQUIRING SPECIAL TESTING & INSPECTION REFERENCE STANDARD Review shop fabrication and quality control procedures. Fabricator to be AISC certified or receive prior approval from Structural Engineer of Record Prior to start of steel fabrication & construction: Review certified mill test reports and certificate of compliance, identification marking on s...