replace roofs & renovate missouri state fairgrounds ... · annotation callouts/drawing symbols...
TRANSCRIPT
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OWNER: STATE OF MISSOURIMICHAEL L. PARSON, GOVERNOR
PROJECTMANAGEMENT:
OFFICE OF ADMINISTRATIONDIVISION OF FACILITIES MANAGEMENT,DESIGN AND CONSTRUCTION
DESIGNER:
SBW/Esser Architects, LLC1409 WEST BROADWAYSEDALIA, MO 65301660-620-0453MO State Certificate of Authority #2015 040 655
PROJECT NUMBER: F1907-01SITE NUMBER: 1501ASSET NUMBER:
Replace Roofs & Renovate Building Sheep Pavilion
Missouri State FairgroundsSedalia, Missouri
SHEET NUMBER:
1 OF SHEETSAUGUST 01, 2019
DEPARTMENT OF AGRICULTUREMISSOURI STATE FAIRGROUNDS MEP ENGINEER: Ronald J. Poehlmann P.E. #E-026425
421 West 1st StreetHoustonia, MO 65333
3511501036
CIVIL/STRUCTURALENGINEER:
Zimmerman Engineering, Inc.1704 Payne DriveJefferson City, MO 95101-2336
G-00156
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MISSOURI STATE FAIRGROUNDS
SHEEP PAVILION
MISSOURI STATE FAIRGROUNDSSEDALIA, MO.
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
George F. Esser, ArchitectMO #004231
OFFICE OFADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN ANDCONSTRUCTION
DEPARTMENT OF AGRICULTURE
REPLACE ROOFS & RENOVATE STOCK PENSSHEEP PAVILION
MISSOURI STATE FAIRGROUNDSSEDALIA, MISSOURI65301
PROJECT # F1907-01SITE # 1501ASSET # 3511501036
REVISION:DATE:
REVISION:DATE:
REVISION:DATE:
ISSUE DATE:
CAD FILE:DRAWN BY:CHECKED BY:DESIGNED BY:
SHEET TITLE:
SHEET NUMBER:
OF SHEETS
KXHGFEGFE
LOCATION MAPS &DRAWING INDEX
G-002-AUG 01, 2019-
-AUG 01, 2019-
NTSG-0021 SITE MAP
NTSG-0022 LOCATION SEDALIA MAP
NTSG-0023 LOCATION MISSOURI MAP
SHEET INDEXSHEET SHEET NAMEA-213 EAST & WEST ELEVATIONSA-301 EXIST/DEMO SECTIONSA-302 EXIST/DEMO SECTIONSA-303 EXIST/DEMO SECTIONSA-311 SECTIONSA-312 SECTIONSA-401 EXIST/DEMO CONDITIONED SPACEA-411 ENLARGED FLOOR PLANSA-421 ENLARGED ELEVATIONSA-422 INTERIOR ELEVATIONSA-423 INTERIOR ELEVATIONSA-601 VENT DETAILSA-711 REFLECTED CEILING PLANA-901 3D OVERVIEW NORTHWESTA-902 3D OVERVIEW SOUTHEASTA-911 3D VIEWS BUILDING 1
M-101 HVAC FLOOR PLANM-411 HVAC
EL-101 EXIST/DEMO LIGHTING PLANEL-111 LEVEL 1 LIGHTING PLANEL-411 LIGHTING PLANSEP-101 LEVEL 1 & 2 EXIST/DEMO POWER PLANEP-111 LEVEL 1 POWER PLANEP-411 POWER PLANSEP-611 ONE LINE DIAGRAMEP-612 ELECTRICAL PANEL SCHEDULES
P-411 SANITARY PLUMBINGP-412 DOMESTIC WATERTOTAL SHEETS: 56
SHEET INDEXSHEET SHEET NAMEG-001 COVER SHEETG-002 LOCATION MAPS & DRAWING INDEXG-003 ABBREVIATIONS & PROJECT INFORMATION
C-101 SITE PLAN EXIST/DEMOC-102 SITE PLAN GRADING AND DRAINAGEC-103 SITE PLAN UTILITIES
S-311 STRUCTURAL BUILDING SECTIONSS-411 FOUNDATION PLANS-412 STRUCTURAL FRAMING PLANS
A-101 LEVEL 1 EXIST/DEMO PLANA-102 LEVEL 1 EXIST/DEMO PLAN - ZONE 1A-103 LEVEL 1 EXIST/DEMO PLAN - ZONE 2A-104 LEVEL 1 EXIST/DEMO PLAN - ZONE 3A-105 LEVEL 1 EXIST/DEMO PLAN - ZONE 4A-106 LEVEL 2 EXIST/DEMO PLANA-107 EXISTING / DEMO ROOF PLANA-111 LEVEL 1 FLOOR PLANA-112 LEVEL 1 FLOOR PLAN - ZONE 1A-113 LEVEL 1 FLOOR PLAN - ZONE 2A-114 LEVEL 1 FLOOR PLAN - ZONE 3A-115 LEVEL 1 FLOOR PLAN - ZONE 4A-116 LEVEL 2 FLOOR PLANA-117 ROOF PLANA-201 EXIST/DEMO NORTH ELEVATIONA-202 EXIST/DEMO SOUTH ELEVATIONA-203 EXISTING EAST & WEST ELEVATIONSA-211 NORTH ELEVATIONA-212 SOUTH ELEVATIONSHEEP PAVILION
SOUTHWEST CORNERMISSOURI STATE FAIRGROUNDSSEDALIA, MISSOURI 6530138°41'25.93" N 93°15'41.95" W
56
PLAN NORTH
2
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DRAWING ABBREVIATIONS INDEX OF DRAWINGS BUILDING SUMMARY
LEGEND
NUMBERING SYSTEM:
A2.10/01
DISCIPLINE:C - CIVILL - LANDSCAPEA - ARCHITECTUREM - MECHANICALE - ELECTRICALP - PLUMBINGS - STRUCTURALK - FOOD SERVICE
SERIES NUMBER
SHEET NUMBER WITHIN SERIES
NUMBER OF PLAN, DETAIL, ETC. ON SHEET
CONCRETE/ PRECAST CONCRETE
SOIL
SAND, EIFS FINISH COAT, OR CEMENT PLASTER
BRICK
CMU
STONE
FIBERGLASS SEMI RIGID INSULATION
FIBERGLASS BATT INSULATION
MINERAL WOOL SEMI RIGID INSULATION
EXPANDED POLYSTYRENE RIGID INSULATIONEXTRUDED POLYSTYRENE RIGID INSULATIONPOLYISOCYANURATE RIGID INSULATION
GYPSUM BOARD
EXTERIOR GYPSUM SHEATHING
EXTERIOR CEMENT BOARD
COATED GLASS MAT WATER RESISTANT GYP BD
PLYWOOD
COVER BOARD
MATERIALS
ANNOTATION CALLOUTS/DRAWING SYMBOLS
CEILING SYMBOLS
PROJECT INFORMATIONPROJECT NAME: REPLACE ROOFS & RENOVATE STOCK PENS
ADDRESS: SW CORNER OF THE MISSOURI STATE FAIRGROUNDS; SEDALIA, MISSOURI 65301
PROPOSED USE: AGRICULTURE
OWNER-CONTACT PERSON: STATE OF MISSOURI, OA-FMDC
PHONE: (573) 522-0322 (Office) *(573) 751-7277 (Fax)
APPLICABLE CODES- BUILDING CODE: IBC 2018 or latest published edition
- MECHANICAL: IMC 2018 or latest published edition
- PLUMBING: IPC2018 or latest published edition
- ELECTRICAL: NEC 2017 or latest published edition
- ACCESSIBILITY CODE: ADAAG 2010 or latest published edition
- ICC: ICC A117.1 2017 or latest published edition
TYPE OF CONSTRUCTION
CONSTRUCTION TYPE: AGRICULTURAL / RESIDENTIAL
GENERAL BUILDING LIMITATIONS - HEIGHT OF BUILDING: 27' - 6"
- NUMBER OF STORIES: 2
- TOTAL AREA OF BUILDING: 49,800 SQ. FT. PAVILION 3,080 SQ. FT. BATH & BUNK HOUSE 52,880 SQ. FT. TOTAL (EXCLUDING SHEEP WASH AND WOMENS
RESTROOM BUILDINGS)
- PARKING SPACES PROVIDED: 0
- PARKING SPACES REQUIRED: 0
- ACCESSIBLE PARKING SPACES PROVIDED: 2
FIRE PROTECTION SYSTEMS- FIRE EXTINGUISHING SYSTEM: NO
- STANDPIPE SYSTEM: NO
- SMOKE CONTROL: NO
FIRE RESISTANT CONSTRUCTION/FIREPROOFING SCHEDULEITEM REQ'D RATING / HR UL/FM # WHERE APPLICABLE
- EXTERIOR WALLS: LOAD BEARING- NON-LOAD BEARING
- FIRE/PARTY WALLS- SHAFTS- TENANT SEPARATION
- INTERIOR WALL: LOAD BEARING- NON-LOAD BEARING
- COLUMNS- BEAMS- FLOOR/CEILING- ROOF/CEILING
AS DETAILED
FIRE PROOFING NOTES
1. ALL FIRE RESISTIVE RATINGS ARE ASSUMED TO BE THERMALLY UNRESTRAINED.
2. ALL BEAMS AND COLUMNS SHALL BE ADJUSTED USING W/D OR A/P RATIOS TO DETERMINE THE CORRECT FIREPROOFING THICKNESS.
ESSENTIAL FACILITY (CHAPTER 16, IBC)ESSENTIAL FACILITY? NO
GENERAL NOTESA ---------------------A LABEL CLASS A DOORA/C AIR CONDITIONA/C UNIT AIR CONDITIONING UNITA/E ARCHITECT/ENGINEERAB ANCHOR BOLTACC ACCESSIBLEACS AUTOMATIC CONTROL SYSTEMACS DR ACCESS DOORACS PNL ACCESS PANELACT ACOUSTICAL CEILING TILEADA AMERICANS WITH DISABILITIES ACTADMIN ADMINISTRATIONAFC ABOVE FINISHED COUNTERAFF ABOVE FINISHED FLOORAFG ABOVE FINISHED GRADEAFS ABOVE FINISHED SLABAGGR AGGREGATEAHU AIR HANDLING UNITAIB AIR INFILTRATION BARRIERALT ALTERNATEALUM ALUMINUMANOD ANODIZEAPC ACOUSTICAL PANEL CEILINGAPPROX APPROXIMATEAR AS REQUIREDARCH ARCHITECTASC ABOVE SUSPENDED CEILINGASSY ASSEMBLYATC ACOUSTICAL TILE CEILINGAVG AVERAGEAW ARCHITECTURAL WOODWORKAWT ACOUSTICAL WALL TREATMENT
B ---------------------B LABEL CLASS B DOORBALC BALCONYBB BASEBOARDBC BOOKCASEBD BOARDBDRY BOUNDARYBFF BELOW FINISH FLOORBHMA BUILDER'S HARDWARE MANUFACTURER'S ASSOCIATIONBLDG BUILDING BLKG BLOCKINGBLT IN BUILT-INBN BULLNOSEBOS BOTTOM OF STEELBOT BOTTOMBP BUILDING PAPERBRKT BRACKETBSMT BASEMENTBTWN BETWEENBUR BUILT-UP ROOFING
C ---------------------C CONC CAST CONCRETEC LABEL CLASS C DOORCAB CABINETCATW CATWALKCAV CAVITYCBB CEMENTITIOUS (BACKER) BOARDCD CONSTRUCTION DOCUMENTSCDW CHILLED DRINKING WATERCEM PLAS CEMENT PLASTERCER CERAMICCF CONTRACTOR FURNISHEDCF/CI CONTRACTOR FURNISHED/CONTRACTOR INSTALLEDCFE CONTRACTOR FURNISHED EQUIPMENTCFLG COUNTERFLASHINGCFM CUBIC FEET PER MINUTECFMF COLD-FORMED METAL FRAMINGCFS CUBIC FEET PER SECONDCG CORNER GUARDCI CAST IRONCIP CAST-IN-PLACECJ CONTROL JOINTCL CENTER LINECLG CEILINGCLG DIFF CEILING DIFFUSERCLG HTCEILING HEIGHTCLL COLUMN LINECLO CLOSETCLR COLORCLRM CLASSROOMCMU CONCRETE MASONRY UNITCNDS CONDENSATECDR CARD READERCO CLEANOUTCOL COLUMNCOMM COMMUNICATIONCONC CONCRETECONC FLR CONCRETE FLOORCONF CONFERENCECONT CONTINUECOORDCOORDINATECORR CORRIDORCP CONCRETE PIPECPT CARPETCR CONTROL ROOMCS CAST STONECSWK CASEWORKCT CERAMIC TILECTB CERAMIC TILE BASECTF CERAMIC TILE FLOORCTR CENTERCU FT CUBIC FEETCW CASEMENT WINDOW
D ---------------------D DEPTHD LABEL CLASS D DOORDBL DOUBLEDEMO DEMOLITIONDEPT DEPARTMENTDET DETAILDIA DIAMETERDIR DIRECTIONDIST DISTANCEDOC DOCUMENTDR DOORDS DOWNSPOUT
E ---------------------E LABEL CLASS E DOOREA EACHEF EACH FACEEIFS EXTERIOR INSULATION AND FINISH SYSTEMEJ EXPANSION JOINTES EACH SIDEEL ELEVATIONELEV ELEVATORENTR ENTRANCEEPS EXPANDED POLYSTYRENE BOARD (INSULATION)EQ EQUAL
101
1i
0 GRID / COLUMN LINE DESIGNATOR
EQUIPMENT NUMBER
DOOR NUMBER
EXIT LIGHT
1i
01
WALL TYPE
WINDOW TYPE
Room name101 ROOM NAME/NUMBER
REVISION TAG
NORTH ARROW w/ TRUE NORTH INDICATION -1.71° THIS PLAN
1 HR UNO
""
""""""""""""""""""
E (C0NT)---------------------EWC ELECTRIC WATER COOLEREXIST EXISTINGEXP EXPOSEDEXT EXTERIOREXT EXTINGUISHEREXT GREXTERIOR GRADE
F ---------------------FA FIRE ALARMFAAP FIRE ALARM ANNUNCIATOR PANELFAS BD FASCIA BOARDFC BRKFACE BRICKFCO FLOOR CLEANOUTFD FLOOR DRAINFDTN FOUNDATIONFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFED FEDERALFF FINISH FACEFF EL FINISH FLOOR ELEVATIONFF INSUL FOIL BACKED INSULATIONFGL FIBERGLASSFH FIRE HOSEFHP FULL HEIGHT PARTITIONFIN FINISHFIN BS FINISH BOTH SIDESFIN FLRFINISH FLOORFIN GR FINISH GRADEFIXT FIXTUREFLDG FOLDINGFLEX FLEXIBLEFLG FLOORINGFLMT FLUSH MOUNTFLR FLOORFM FACTORY MUTUALFOC FACE OF CONCRETEFOM FACE OF MASONRYFR FIRE RESISTANTFRG FIBER REINFORCED GYPSUMFRMG FRAMINGFRP FIBERGLASS REINFORCED PLASTICFRTW FIRE RETARDANT TREATED WOODFS FEDERAL SPECIFICATIONFSTNR FASTENERFT FEETFTG FOOTINGFWC FABRIC WALLCOVERING
G ---------------------G NATURAL GASGALV GALVANIZEDGB GRAB BARGFRG GLASS-FIBER-REINFORCED GYPSUMGLZ GLAZINGGR FL GROUND FLOORGUT GUTTERGYP BD GYPSUM BOARDGYP PLAS GYPSUM PLASTER
H ---------------------HB HOSE BIBBHDPE HIGH DENSITY POLYETHYLENEHDW HARDWAREHDWD HARDWOODHEPA HIGH EFFICIENCY PARTICULATE AIR (FILTER)HM HOLLOW METALHMD HOLLOW METAL DOORHORIZ HORIZONTALHT HEIGHTHYDR HYDRAULIC
I ---------------------IBC INTERNATIONAL BUILDING CODE INSUL INSULATIONINT INTERIORILO IN LIEU OF
J ---------------------JAN JANITOR
K ---------------------KPD KEYPADKIT KITCHENKPL KICKPLATE
L ---------------------LAM LAMINATELAV LAVATORYLBR LUMBERLBS POUNDLDG LANDINGLF LINEAR FEET (FOOT)LIB LIBRARYLIN LINEARLKR LOCKERLOC LOCATIONLT LIGHTLVDR LOUVER DOORLVR LOUVER
M ---------------------MACH RM MACHINE ROOMMATL MATERIALMAX MAXIMUMMC MOISTURE CONTENTMD METAL DECKMECH MECHANICALMECH RM MECHANICAL ROOMMEMB MEMBRANEMF MILL FINISHMFR MANUFACTURERMID MIDDLEMIL STD MILITARY STANDARDMIN MINIMUM, MINUTEMIRR MIRRORMISC MISCELLANEOUSMLDG MOLDING (MOULDING)MO MASONRY OPENINGMOD MODIFYMB MOISTURE BARRIERMTG MOUNTINGMTL METALMVBL MOVABLEMWP MEMBRANE WATERPROOFING
N ---------------------N NORTHNA NOT APPLICABLENFPA NATIONAL FIRE PROTECTION ASSOCIATIONNIC NOT IN CONTRACTNO NUMBERNOM NOMINALNP NO PAINTNRC NOISE REDUCTION COEFFICIENTNTS NOT TO SCALE
O -------------------OA OVERALLOC ON CENTEROD OUTSIDE DIAMETEROFD OVERFLOW DRAINOFF OFFICEOGL OBSCURE GLASSOPH OPPOSITE HANDOPNG OPENINGOPP OPPOSITEOPQ OPAQUEOWSJ OPEN WEB STEEL JOISTOPR OPERABLEORD OVERFLOW ROOF DRAINORIG ORIGINAL
P -------------------- PA PUBLIC ADDRESS PAR PARAPET PAT PATTERN PB PULL BOX PBD PARTICLEBOARD PCC PRECAST CONCRETE PCF POUNDS PER CUBIC FOOT PCT PERCENT PERF PERFORATED PERIM PERIMETER PH PHASE PIL PILASTER PL PROPERTY LINE PL GL PLATE GLASS PLAM PLASTIC LAMINATE PLAS PLASTER PLBG PLUMBING PLG PILING PLYWD PLYWOOD PNL PANEL PP PL PUSH/PULL PLATE PR PAIR PRCST PRECAST PRKG PARKING PS CONC PRESTRESSED CONCRETE PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT PRESSURE TREATED PTD PAPER TOWEL DISPENSER PTDR PAPER TOWEL DISPENSER AND RECEPTACLE PTN PARTITION PWR POWER
Q -------------------- QT QUARRY TILE QTY QUANTITY
R -------------------- RB RESILIENT BASE RBM REINFORCED BRICK MASONRY RBR RUBBER RC REINFORCED CONCRETE RCP REFLECTED CEILING PLAN RD ROOF DRAIN RDG INS RIGID INSULATION, SOLID REC RECESSED REC ROOM RECREATION ROOM REF REFERENCE REM REMOVABLE REP REPAIR REPL REPLACE REQ REQUIRE REQD REQUIRED RESIL RESILIENT REST RESTROOM RF RESILIENT FLOORING RFG ROOFING RH ROOF HATCH RHR RIGHT HAND REVERSE RL ROOF LEADER RLG RAILING RM ROOM RO ROUGH OPENING RSD ROLLING STEEL DOOR RV ROOF VENT RVL REVEAL
S -------------------- SB SPLASH BLOCK SCHED SCHEDULE SD SMOKE DETECTOR SF SQUARE FOOT (FEET) SFTWD SOFTWOOD SGL SINGLE SHT MTL FLASH SHEET METAL (FLASHING) SHTHG SHEATHING SHV SHELVING SIM SIMILAR SJ SCORED JOINT SKLT SKYLIGHT SLNT SEALANT SMK SMOKE SMLS SEAMLESS SP EL SPOT ELEVATION SPEC SPECIFICATION SQ SQUARE SQ IN SQUARE INCH SQ YD SQUARE YARD SST STAINLESS STEEL ST STAIRS STD STANDARD STL JST STEEL JOIST STL RF DK STEEL ROOF DECK STOR STORAGE STR STRINGERS STRB/HRN STROBE/HORN SUB FL SUBFLOOR SV SHEET VINYL SW SIDEWALK
T -------------------- T TREAD T/S TUB/SHOWER TC TERRA COTTA TD TRENCH DRAIN TEL TELEPHONE TEMP TEMPORARY TER TERRAZZO TFF TOP OF FINISH FLOOR THK THICKNESS TK BD TACKBOARD TMPD GL TEMPERED GLASS TN TRUE NORTH TOF TOP OF FOOTING TOM TOP OF MASONRY TOP TOP OF PARAPET TOPO TOPOGRAPHY TOS TOP OF SLAB TRANS TRANSOM TRTD TREATED TV TELEVISION
2' x 2' ACT CEILING
4' x 4' ACT CEILING
EGRESS ROUTE ID AND SECTION LENGTH
S
1 HR FIRE
SSS
1 HR FIRE/SMOKE WALL
4 HR FIRE
4 HR FIRE/SMOKE WALL
2 HR FIRE
2 HR FIRE/SMOKE WALL
3 HR FIRE
3 HR FIRE/SMOKE WALL
FIRE RATED WALL SYMBOLS:
GYP. BD. CEILING
1' x 1' ACT CEILING
2 X 4 LIGHT FIXTURE2 x 2 LIGHT FIXTURE
SUSP. FLUORESCENT LIGHT
RETURN AIR GRILLE
SUPPLY AIR GRILLE
EXHAUST AIR GRILLE
RoomRm_Occupancy
101150 SF
EGRESS :Egress_IDEgress_Length
ROOM OCCUPANCY & AREA
ELEVATION NUMBER
SECTION
EXTERIOR ELEVATION
ENLARGEMENT, DETAIL
SPOT ELEVATION
NameElevation
FLOOR LEVEL & NAME
PLATE NUMBER WHERE SECTION/DETAIL IS
DRAWN
PLATE NUMBER WHERE SECTION/DETAIL IS
DRAWN
PLATE NUMBER WHERE SECTION/DETAIL IS
DRAWN
A SHEET KEYNOTE
A101
1Ref
1
Ref
1Ref
1
Ref
INTERIOR ELEVATION
A-1011
PLATE NUMBER WHERE SECTION/DETAIL IS
DRAWN
A1011
Ref
Ref
Ref
Ref
A1011
RefR
ef
Ref
Ref
1. ATTENTION ALL USERS OF THESE DRAWINGS, GENERAL CONTRACTORS, SUB CONTRACTORS, MANUFACTURERS, SUPPLIERS: CAREFULLY AND THOROUGHLY REVIEW THESE GENERAL NOTES. IT IS YOUR RESPONSIBILITY TO KNOW AND ADHERE TO THESE REQUIREMENTS.
2. DO NOT PRESUME THAT YOUR SCOPE OF WORK IS SINGULARLY DEFINED. YOUR SCOPE OF WORK IS DEFINED THROUGHOUT THE ENTIRE SET OF DRAWINGS AND SPECIFICATIONS AND IS NOT CONTAINED IN JUST ONE SERIES OF DRAWINGS OR DIVISION OF SPECIFICATIONS. YOU MUST REVIEW THE ENTIRE SET OF CONTRACT DOCUMENTS TO DETERMINE YOUR SCOPE OF WORK.
3. EVERY EFFORT HAS BEEN MADE TO MAKE THESE DOCUMENTS CONCISE AND COORDINATED, TO DEFINE WORK IN THE MOST LOGICAL PLACE AND TO ELIMINATE REDUNDANCY. KEEP IN MIND HOWEVER THAT YOUR SCOPE OF WORK CAN BE CONTAINED IN VARIOUS PLACES, WITH VARYING DESCRIPTIONS. DO NOT CONSIDER THAT THERE IS ONE CUSTOMARY PLACE TO LOCATE YOUR WORK. THERE IS A DANGER OF OMITTING WORK FROM YOUR SCOPE BECAUSE THE ENTIRE SET OF DOCUMENTS WAS NOT REVIEWED.
4. MECHANICAL AND ELECTRICAL DRAWINGS SHOW INFORMATION IN A DIAGRAMMATIC FASHION WITHOUT DIMENSIONING. THE GENERAL CONTRACTOR IS TO COORDINATE THE LOCATIONS OF ALL MECHANICAL AND ELECTRICAL EQUIPMENT WITH RESPECT TO THE ARCHITECTURAL AND STRUCTURAL DETAILING OF SHAFTS, CHASES, AND SUCH.
5. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH SITE CONDITIONS AS THEY MAY AFFECT CARRYING OUT THE WORK AS DESCRIBED IN THESE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL INVESTIGATE, VERIFY, AND BE RESPONSIBLE FOR ALL CONDITIONS OF THE PROJECT, AND NOTIFY THE ARCHITECT OF ANY CONDITIONS THAT REQUIRE MODIFICATION BEFORE PROCEEDING WITH THE WORK.
6. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, EQUIPMENT, LABOR, AND SERVICES NECESSARY TO COMPLETE THE WORK.
7. ALL PERSONS DIRECTLY OR INDIRECTLY ASSOCIATED WITH THE PROJECT SHALL BE FAMILIAR WITH THE RULES AND REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT, AND IMPLEMENT THOSE RULES AS THEY APPLY TO THIS PROJECT.
8. ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH THE BUILDING CODES AS NOTED ON CODE SHEETS.
9. CONTRACTOR SHALL SUBMIT CONFORMATION OF ORDERED MATERIALS OR ITEMS NECESSARY TO COMPLETE THE PROJECT WITH PROJECTED DELIVERY DATE GREATER THAN FOUR WEEKS.
10. ALL SUBCONTRACTORS SHALL SUBMIT SHOP DRAWINGS AS REQUIRED FOR APPROVAL PRIOR TO COMMENCING ANY WORK.
11. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL TRADES AND THE PREVENTION OF CONFLICT AMONG ALL TRADES.
12. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UTILITY LINES. LOCATIONS SHOWN ARE APPROXIMATE. REPAIR ALL DAMAGE TO UTILITY LINES CAUSED BY CONSTRUCTION OPERATIONS AT NO COST TO THE OWNER.
13. PROVIDE SEALANT AT ALL JOINTS OR CRACKS THAT OCCUR WHERE DISSIMILAR MATERIALS INTERSECT PERPENDICULAR TO EACH OTHER, AND THE INTERSECTION IS EXPOSED TO VIEW, UNLESS INDICATED OTHERWISE ON THE DRAWINGS.
14. ALL PENETRATIONS AT SMOKE AND FIRE RATED WALLS, FLOORS, OR CEILINGS, SHALL BE PROTECTED, SEALED OR DAMPERED USING ONLY U.L. AND/OR I.C.B.O. APPROVED METHODS, MATERIALS AND INSTALLATION.
15. CONTRACTOR SHALL TAKE CARE TO MAINTAIN EXISTING FIRE PROTECTION SYSTEMS. REPLACE FIRE-PROOFING AND SEALANTS TO ORIGINAL STATE WHERE DISTURBED BY CONSTRUCTION AND WHERE CONNECTIONS OF NEW CONSTRUCTION MUST INTERFACE WITH EXISTING PROTECTED STRUCTURAL MEMBERS OR BUILDING COMPONENTS.
16. PAINT ALL EXPOSED STEEL UNLESS NOTED OTHERWISE.17. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING AND
SHORING REQUIRED DURING CONSTRUCTION.18. ALL WORK AND MATERIAL SHALL BE REGARDED AS NEW UNLESS SPECIFICALLY
INDICATED AS “EXISTING” OR “(E)” ON THE DRAWINGS AND DESCRIBED WITHIN THE SPECIFICATIONS.
19. TYPICAL DETAILS MAY NOT NECESSARILY BE REFERENCED ON THE DRAWINGS BUT APPLY UNLESS NOTED OTHERWISE.
20. SECURITY AND SAFETY ARE THE CONTRACTOR'S RESPONSIBILITY. COORDINATE WITH CONTRACTING OFFICER'S REPRESENTATIVE.
DRAWINGS AND DIMENSIONS1. THE CONTRACT DOCUMENT DRAWINGS HAVE BEEN PREPARED USING SOFTWARE.
A BUILDING INFORMATION MODEL (BIM) WAS DEVELOPED SOLELY TO COMMUNICATE THE DESIGN TO THE OWNER AND IS NOT SUITABLE FOR ANY OTHER PURPOSE. FOR EXAMPLE THE MODEL IS NOT SUITABLE FOR COST ESTIMATING, SYSTEMS PERFORMANCE, COORDINATION, SCHEDULING, OR FACILITIES MANAGEMENT.
2. THESE DOCUMENTS WERE PRODUCED USING THE CONSTRUCTION SPECIFICATIONS INSTITUTE'S UNIFORM DRAWING SYSTEM AND THE NATIONAL CAD STANDARD AS GUIDES.
3. ANY INDICATION OF PROJECT LIMITS OR LINES OF DEMARCATION ARE FOR THE CONVENIENCE OF THE CONTRACTOR, AND ARE NOT TO BE TAKEN LITERALLY. ACTUAL CONTRACT LIMITS ARE TO BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ARCHITECT BEFORE ACTUAL CONSTRUCTION WORK BEGINS.
4. DRAWINGS ARE PREPARED USING DIMENSIONS AND PRODUCT CONFIGURATIONS OR DETAILS OF SPECIFIC MANUFACTURERS. DIMENSIONS AND DETAILS FOR SPECIFIC PRODUCTS MAY CHANGE BEFORE THEY ARE ACTUALLY INCORPORATED INTO THE WORK, AND PRODUCTS BY OTHER MANUFACTURERS ARE ALSO ACCEPTABLE. THEREFORE, ACTUAL INSTALLATION DETAILS AND DIMENSIONS MAY DIFFER FROM THOSE SHOWN. CONTRACTOR SHALL VERIFY INSTALLATION REQUIREMENTS FOR ALL PRODUCTS TO BE INCORPORATED IN THE WORK (INCLUDING THICKNESSES FOR RECESSED OR SEMI-RECESSED PRODUCTS), AND IS RESPONSIBLE FOR ACCOMMODATING AND COORDINATING CHANGES TO OTHER MATERIALS OR PRODUCTS THAT ARE NECESSARY BECAUSE OF THESE DIFFERENCES.
5. THE DRAWINGS AND SPECIFICATIONS ARE SEPARATED INTO DISCIPLINES FOR CONVENIENCE. THE SEPARATIONS USED ARE USED ONLY FOR THE PURPOSES OF CONVENIENCE AND REFERENCE AND IN NO WAY DO THEY DEFINE OR LIMITTHE SCOPE OR INTENT OF ANY PART OF THE DRAWINGS, OR OF THE DRAWINGS AND SPECIFICATIONS AS A WHOLE. THE FACT THAT THE DRAWINGS ARE SEPARATED IN NO WAY SUGGESTS THAT THE WORK IS NOT TO BE CONSTRUCTED AS A COMPLETE, INTEGRATED AND UNIFIED WHOLE.
6. THE DRAWINGS AND SPECIFICATIONS, INCLUDING DRAWINGS PREPARED BY SPECIFIC ENGINEERING DISCIPLINES (SUCH AS CIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL, ETC.) ARE COMPLEMENTARY; ITEMS SHOWN IN ANY ONE LOCATION IN THE DRAWINGS SHALL BE CONSIDERED TO BE REQUIREMENTS OF THE CONTRACT FOR CONSTRUCTION. IN THE EVENT OF AN INCONSISTENCY BETWEEN THE DRAWINGS AND SPECIFICATIONS, OR WITHIN EITHER DOCUMENT, THE CONTRACTOR SHALL SEEK CLARIFICATION OR INTERPRETATION FROM THE ARCHITECT PRIOR TO BIDDING. WHERE INCONSISTENCIES ARE NOT CLARIFIED PRIOR TO BIDDING, AND WHERE THE ACTUAL SOLUTION OR INTENT CANNOT BE REASONABLY INFERRED, THE CONTRACTOR SHALL PROVIDE THE BETTER QUALITY OR GREATER QUANTITY OF WORK.
7. USE OF THE WORD "VERIFY" POINTS OUT A SITUATION WHICH MUST BE CONFIRMED PRIOR TO PROCEEDING WITH THE WORK, FABRICATION OF EQUIPMENT, OR ORDERING MATERIAL. NOTIFY THE ARCHITECT OF ANY DISCREPANCY DISCOVERED.
8. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE ARCHITECT IMMEDIATELY SHOULD ANY DISCREPANCIES BE FOUND IN THE DRAWINGS AND SPECIFICATIONS.
9. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL FIELD CONDITIONS AND DIMENSIONS AS THEY RELATE TO THIS PROJECT. SHOULD DISCREPANCIES EXIST BETWEEN THE WORK INDICATED AND ACTUAL FIELD CONDITIONS NOTIFY THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK.
10. DO NOT SCALE THE DRAWINGS. DRAWING SCALES AS INDICATED ARE FOR REFERENCE ONLY AND ARE NOT INTENDED TO ACCURATELY DEPICT ACTUAL OR DESIGNATED CONDITIONS. WRITTEN DIMENSIONS SHALL GOVERN.
11. ALL DIMENSIONS INDICATED ARE TO FACES OF STRUCTURAL MATERIALS OR COLUMN GRID LINES UNLESS NOTED OTHERWISE. ROUGH OPENINGS SHALL ALLOW FOR SHIM SPACE.
12. THE TERM "ALIGN" REFERS TO LOCATING DIFFERENT COMPONENTS OF CONSTRUCTION TO PROVIDE A FLUSH FINISH SURFACE.
13. SHOULD DIMENSIONS BE MISSING OR CONFLICTING, NOTIFY ARCHITECT PRIOR TO PROCEEDING WITH RELATED WORK.
PLAN NORTH
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
George F. Esser, ArchitectMO #004231
OFFICE OFADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN ANDCONSTRUCTION
DEPARTMENT OF AGRICULTURE
REPLACE ROOFS & RENOVATE STOCK PENSSHEEP PAVILION
MISSOURI STATE FAIRGROUNDSSEDALIA, MISSOURI65301
PROJECT # F1907-01SITE # 1501ASSET # 3511501036
REVISION:DATE:
REVISION:DATE:
REVISION:DATE:
ISSUE DATE:
CAD FILE:DRAWN BY:CHECKED BY:DESIGNED BY:
SHEET TITLE:
SHEET NUMBER:
OF SHEETS
KXHGFEGFE
ABBREVIATIONS &PROJECTINFORMATION
G-003-AUG 01, 2019-
-AUG 01, 2019-
563
-
C
C
C
C
C
C
C
C CC C CC
C
CC
C
WW
WW
W
W
W
WW
WW
WW
WW
W
W
W
W W
WW
E-OH
E-OHE-OH E-OHE-OH E-OH E-OH
E-OH
E-OH
S
S
S SS S
S S
S
S
SS
SS
G G
E
E
E
E
E
E-OH
E-OH
W W
E
E
E
E
E
E-OH
E-OH
E-OH
E-OH
E-OH
E-OH
E-OH E-OHE-OH E-OH
E-OH
E-OH
E-OH
E-OH
E-OH
W W
WW
WW
WW
W
W W
C CW W
E-OH E-OH
E ES SG G
R-OH R-OH
-1.23' -1.52'-2.14'-1.96'-1.51'-1.40'-0.74'
-2.45'
-2.10'
-3.44'
-4.47'
-5.30'
-2.32'-2.62'
-1.64'
-0.17'
-0.03'
-0.06'
-0.11' 0.00'
-0.08'
-0.25'
-0.15'
-0.15'
-0.43' -0.55'
-0.75'
-0.50'
-0.17'
-0.17'
-0.84' -1.41' -1.72'
-1.11'-0.83'-0.59'
-0.50'-0.59' -0.80'
-1.15'
-0.19' -0.39' -0.20'
-0.17'
0.00'-0.20'-0.27'-0.21'
-0.17' 0.00'0.00'0.00'
w
w
1' -
10"
TYP
1' -
0"
2
1
3
2
2
4
4
4
4
4
4
5
55
6
7
5
3
3
3
9 9 9 9
2
10
11
1
12
11
11
11
8
13
8
14
15
15
15
15
15
16
18
17
15
EXISTING STRUCTURE TO REMAIN
6" GRAVEL DRIVE
OFF SITE STRUCTURE
RENOVATED BUILDING
COMMUNICATION LINEWATER LINEEXISTING OVERHEAD POWER LINERELOCATED OVERHEAD POWER LINEUNDERGRAOUND POWER LINESANITARY WASTE LINEPROPANE GAS LINE
LEGEND
NEW CONCRETE SLAB
GRADE SLOPE DIRECTION
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
George F. Esser, ArchitectMO #004231
OFFICE OFADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN ANDCONSTRUCTION
DEPARTMENT OF AGRICULTURE
REPLACE ROOFS & RENOVATE STOCK PENSSHEEP PAVILION
MISSOURI STATE FAIRGROUNDSSEDALIA, MISSOURI65301
PROJECT # F1907-01SITE # 1501ASSET # 3511501036
REVISION:DATE:
REVISION:DATE:
REVISION:DATE:
ISSUE DATE:
CAD FILE:DRAWN BY:CHECKED BY:DESIGNED BY:
SHEET TITLE:
SHEET NUMBER:
OF SHEETS
KXHGFEGFE
SITE PLANEXIST/DEMO
C-101-AUG 01, 2019-
-AUG 01, 2019-
56
1" = 20'-0"C-1011 SITE PLAN EXISTING
SHEET KEYNOTES C-1011 SPOT ELEVATION TYP2 EXISING UTILTITY TO BE RELOCATED AS REQUIRED
FOR SITEWORK3 LIMITS OF SITE SURVEY4 LIMITS OF CONSTRUCTION5 DEMO OVERHEAD LINE.6 DEMO TRANSFORMER AND POLE7 RELOCATE EXISTING TRANSFORMER AND POLE
(SEE ELECTRICAL)8 ALTERNATE 1 DEMO BUILDING AND SLAB. REBUILD
STRUCTURE9 DEMO EXISTING CONCRETE PAD AND BOLLARDS10 EXIST PROPANE TANK AND LINE TO REMAIN11 EXISTING FENCING TO REMAIN AND BE
PRESERVED12 PROJECT BENCMARK TOP OF MANHOLE COVER13 EXISTING BUILDING TO REMAIN AND BE
PRESERVED14 DEMO EXISTING TRANSFORMER. POLE AND PANEL
TO REMAIN AND BE PRESERVED (SEE ELECTRICAL)15 IN GROUND WATER SUPPLY VALVE TO STAY.16 IN GROUND WATER SUPPLY VALVE AND MAN HOLE
TO BE REMOVED.17 OVERHEAD 2" WATER SUPPLY. REMOVE FROM
CENTER OF PAVILION TO EXISTING MENS RESTROOM. CAP AT T AT CENTER OF PAVILION.
18 MEDIUM VOLTAGE FEEDER FOR CAMPGROUNDTRANSFORMERS. USE CAUTION TO NOT CUT ORNICK CABLE. EXTRACT CABLE FROM POLE BACKTO THIS POINT OR FARTHER IF SITE WORKREQUIRES. CABLE TO BE REUSED TO SUPPLYCAMPGROUND FROM NEW PAD MOUNTTRANSFORMER PRIMARY AND MUST BEPROTECTED FROM DAMAGE UNTIL REINSTALLED INNEW CONDUIT.
PLAN NORTH
4
-
C CC C C C C C C C
C CW W
E-OH E-OH
E ES SG G
R-OH R-OH
1 2 3 4 5 6 8 9 10 11 12
B
C
D
F
G
H
I
J
K
L
2.5 4.5 6.5 8.5 10.5 12.5 13 14
E
A
.5 14.55.5 5.6
A-1
B-1
7.97.3
E-1
DROP INLETINLET ELEV -1.50'FLOW ELEV -3.20'
DROP INLETTOP ELEV -1.00'FLOW ELEV -3.46'
DROP INLETINLET ELEV -2.15'FLOW ELEV -4.50'
FLOW ELEV -2.40'
2'-6" CPE
FLOW ELEV -4.30'FLOW ELEV -2.35'FLOW ELEV -2.90' FLOW ELEV -2.90'
INLET ELEV -0.72'FLOW ELEV -2.43'
INLET ELEV -0. 41'FLOW ELEV -2.12'
246' - 4"
INLET ELEV -0. 41'FLOW ELEV -2.12'
80' - 0"
INLET ELEV -0. 25'FLOW ELEV -1.96'
INLET ELEV -0. 5'FLOW ELEV -2.21'
FLOW ELEV -3.61'
TYP
1' -
0"TY
P1'
- 0"
-0.80'
6' -
8"10
0' -
0"6'
- 0"
36' -
0"
7' - 9" 56' - 9 1/2" 61' - 5 1/2" 64' - 0" 122' - 0" 126' - 0" 7' - 0"
140'
- 0"
3' - 0"
6' - 1"
3
2
4
4
4
4
4
4
5
3
3
3
10
12
11
11
11
13
13
13
9 9
9
5
5
5
19
20
19
20
19
20
19
20
19
20
19
20
19
20
19
2020
19
21
21
22
2222 22 22 22
23
23
23
23
23
23
24
18
17 17
1717
18 18 18 18 18 18 18
14.5
FLOW ELEV -5.30'
25' - 0"
25' - 0"
262626
26
26
26
26
27
27
27
34
34
34
34
34
34
34 34
34
34
34
34 34 34
34
34
34
34
34
34
34
34
34343434
34 34 34 34
34
34
EXISTING STRUCTURE TO REMAIN
6" GRAVEL DRIVE
OFF SITE STRUCTURE
RENOVATED BUILDING
COMMUNICATION LINEWATER LINEEXISTING OVERHEAD POWER LINERELOCATED OVERHEAD POWER LINEUNDERGRAOUND POWER LINESANITARY WASTE LINEPROPANE GAS LINE
LEGEND
NEW CONCRETE SLAB
GRADE SLOPE DIRECTION
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
George F. Esser, ArchitectMO #004231
OFFICE OFADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN ANDCONSTRUCTION
DEPARTMENT OF AGRICULTURE
REPLACE ROOFS & RENOVATE STOCK PENSSHEEP PAVILION
MISSOURI STATE FAIRGROUNDSSEDALIA, MISSOURI65301
PROJECT # F1907-01SITE # 1501ASSET # 3511501036
REVISION:DATE:
REVISION:DATE:
REVISION:DATE:
ISSUE DATE:
CAD FILE:DRAWN BY:CHECKED BY:DESIGNED BY:
SHEET TITLE:
SHEET NUMBER:
OF SHEETS
KXHGFEGFE
SITE PLAN GRADINGAND DRAINAGE
C-102-AUG 01, 2019-
-AUG 01, 2019-
561" = 20'-0"C-102
1 SITE PLAN DRAINAGE
SHEET KEYNOTES CIVIL1 SPOT ELEVATION TYP2 EXISING UTILTITY TO BE RELOCATED AS
REQUIRED FOR SITEWORK3 LIMITS OF SITE SURVEY4 LIMITS OF CONSTRUCTION5 NEW 6" REINFORCED CONCRETE SLAB6 NEW UNDERGROUND ELECTRIC SERVICE7 RELOCATED TRANSFORMER OH LINE AND POLE
(SEE ELECTRICAL)8 EXTEND EXISTING OVERHEAD LINE TO NEW
POLE LOCATION (SEE ELECTRICAL)9 NEW 3' X 4' X 6" CONCRETE PAD WITH 6" PIPE
BOLLARDS10 EXIST PROPANE TANK AND LINE TO REMAIN11 EXISTING FENCING TO REMAIN AND BE
PRESERVED12 PROJECT BENCMARK TOP OF MANHOLE COVER
-0.80' BFF13 EXISTING BUILDING TO REMAIN AND BE
PRESERVED14 INSTALL NEMA 3R JUNCTION BOX ON POLE,
TERMINATE EXISTING 2" PVC CONDUIT ANDWIRE TO FEED EXISTING POLE LIGHT ANDTICKET BOOTH. INSTALL 3/4" CONDUIT WITHWEATHERHEAD TO FEED POLE LIGHT. INSTALL3/4" PVC CONDUIT UNDERGROUND W/ 2-#10 AWG& #12 AWG GROUND TO EXISTING BOOTHDISCONNECT (SEE ELECTRICAL)
14.5 EXISTING TICKET BOOTH TO REMAIN15 EXISTING CONDUIT AND WIRE TO BE REUSED
(SEE ELECTRICAL)17 12" SCH 40 PVC DOWNSPOUT FROM SCUPPER
TO 12" HDPE BELOW GRADE18 12" SCH 40 PVC DOWNSPOUT FROM SCUPPER
TO 12" CPE BELOW GRADE19 CENTER OF GUTTER (FLOW)20 CL OF ROOF RIDGE21 16" CMP SLOT DRAIN22 16" HDPE23 24" HDPE24 30" HDPE25 PAD MOUNT TRANSFORMER W/6" PIPE
BOLLARDS26 NEW 6" COMPACTED BASE ROCK27 ELEVATION AT PERIMETER OF BUILDING -0.1'
AND SLOPE AWAY TYP28 INTERCEPT MEDIUM VOLTAGE CONDUIT
FEEDING CAMPGROUND TRANSFORMERS ANDREFEED FROM PRIMARY SIDE OF NEW PADMOUNT TRANSFORMER. USE CAUTION NOT TODAMAGE CABLE IN ORDER TO REUSE ANDINSTALL IN NEW CONDUIT TO NEW PAD MOUNTTRANSFORMER PRIMARY CONNECTION.
29 INSTALL GUY WIRE AND MEDIUM VOLTAGEFUSED DISCONNECT TO FEED NEWTRANSFORMER.
30 EXISTING IN GROUND WATER SUPPLY VALVE TOREMAIN.
31 INSTALL NEW 2" WATER VALVE WITHHAND-HOLE AND AND NEW 2" WATER LINE TOSUPPLY NEW REST ROOMS AND BUNKHOUSE.
32 CONNECT TO WATER SUPPLY FOR EXISTINGWOMEN'S REST ROOM AND INSTALL ANINGROUND SHUTOFF VALVE AND HAND HOLE.
34 EXISTING GRADE TO REMAIN UNDISTURBED
PLAN NORTH
5
NOT USED--------------------------------------------------------
NOT USED----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
NOT USED---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------NOT USED-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------NOT USED----------------------------------------------------------------------------------------------------------------------------------NOT USED-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------NOT USED-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
-
C CW W
E-OH E-OH
E ES SG G
R-OH R-OH
C
C
C
C
C
C
C CC C C C C C C C
WW
WW
W
W
WW
W
WW
WW
W
W
W
W W
WW
E EE E E
S
S
S SS S
S S
S
S
SS
SS
G GE
EE
E
E
E
E
E
E
E
R-OH
R-OH
R-OHR-OH
E
E
E
E
E
E-OH E-OHE-OH E-OH
R-O
HR
-OH
W
W
WW
WW
WW
W
WW
W
EXISTING STRUCTURE TO REMAIN
6" GRAVEL DRIVE
OFF SITE STRUCTURE
RENOVATED BUILDING
COMMUNICATION LINEWATER LINEEXISTING OVERHEAD POWER LINERELOCATED OVERHEAD POWER LINEUNDERGRAOUND POWER LINESANITARY WASTE LINEPROPANE GAS LINE
LEGEND
NEW CONCRETE SLAB
GRADE SLOPE DIRECTION
1 2 3 4 5 6 8 9 10 11 12
B
C
D
F
G
H
I
J
K
L
2.5 4.5 6.5 8.5 10.5 12.5 13 14
E
A
.5 14.55.5 5.6
A-1
B-1
7.97.3
E-1
80' - 0"
TYP
1' -
0"TY
P1'
- 0"
100'
- 0"
7' - 9" 118' - 3" 64' - 0" 248' - 0" 7' - 0"
2
3
2
2
4
4
4
4
4
4
6
7
3
3
3
2
10
1
12
11
11
13
13
13
6
6
1415
19
20
19
20
25
18 18
14.5
50' - 0"
28
31
32
29
30
3131
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
George F. Esser, ArchitectMO #004231
OFFICE OFADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN ANDCONSTRUCTION
DEPARTMENT OF AGRICULTURE
REPLACE ROOFS & RENOVATE STOCK PENSSHEEP PAVILION
MISSOURI STATE FAIRGROUNDSSEDALIA, MISSOURI65301
PROJECT # F1907-01SITE # 1501ASSET # 3511501036
REVISION:DATE:
REVISION:DATE:
REVISION:DATE:
ISSUE DATE:
CAD FILE:DRAWN BY:CHECKED BY:DESIGNED BY:
SHEET TITLE:
SHEET NUMBER:
OF SHEETS
KXHGFEGFE
SITE PLAN UTILITIES
C-103-AUG 01, 2019-
-AUG 01, 2019-
SHEET KEYNOTES CIVIL1 SPOT ELEVATION TYP2 EXISING UTILTITY TO BE RELOCATED AS
REQUIRED FOR SITEWORK3 LIMITS OF SITE SURVEY4 LIMITS OF CONSTRUCTION5 NEW 6" REINFORCED CONCRETE SLAB6 NEW UNDERGROUND ELECTRIC SERVICE7 RELOCATED TRANSFORMER OH LINE AND POLE
(SEE ELECTRICAL)8 EXTEND EXISTING OVERHEAD LINE TO NEW
POLE LOCATION (SEE ELECTRICAL)9 NEW 3' X 4' X 6" CONCRETE PAD WITH 6" PIPE
BOLLARDS10 EXIST PROPANE TANK AND LINE TO REMAIN11 EXISTING FENCING TO REMAIN AND BE
PRESERVED12 PROJECT BENCMARK TOP OF MANHOLE COVER
-0.80' BFF13 EXISTING BUILDING TO REMAIN AND BE
PRESERVED14 INSTALL NEMA 3R JUNCTION BOX ON POLE,
TERMINATE EXISTING 2" PVC CONDUIT ANDWIRE TO FEED EXISTING POLE LIGHT ANDTICKET BOOTH. INSTALL 3/4" CONDUIT WITHWEATHERHEAD TO FEED POLE LIGHT. INSTALL3/4" PVC CONDUIT UNDERGROUND W/ 2-#10 AWG& #12 AWG GROUND TO EXISTING BOOTHDISCONNECT (SEE ELECTRICAL)
14.5 EXISTING TICKET BOOTH TO REMAIN15 EXISTING CONDUIT AND WIRE TO BE REUSED
(SEE ELECTRICAL)17 12" SCH 40 PVC DOWNSPOUT FROM SCUPPER
TO 12" HDPE BELOW GRADE18 12" SCH 40 PVC DOWNSPOUT FROM SCUPPER
TO 12" CPE BELOW GRADE19 CENTER OF GUTTER (FLOW)20 CL OF ROOF RIDGE21 16" CMP SLOT DRAIN22 16" HDPE23 24" HDPE24 30" HDPE25 PAD MOUNT TRANSFORMER W/6" PIPE
BOLLARDS26 NEW 6" COMPACTED BASE ROCK27 ELEVATION AT PERIMETER OF BUILDING -0.1'
AND SLOPE AWAY TYP28 INTERCEPT MEDIUM VOLTAGE CONDUIT
FEEDING CAMPGROUND TRANSFORMERS ANDREFEED FROM PRIMARY SIDE OF NEW PADMOUNT TRANSFORMER. USE CAUTION NOT TODAMAGE CABLE IN ORDER TO REUSE ANDINSTALL IN NEW CONDUIT TO NEW PAD MOUNTTRANSFORMER PRIMARY CONNECTION.
29 INSTALL GUY WIRE AND MEDIUM VOLTAGEFUSED DISCONNECT TO FEED NEWTRANSFORMER.
30 EXISTING IN GROUND WATER SUPPLY VALVE TOREMAIN.
31 INSTALL NEW 2" WATER VALVE WITHHAND-HOLE AND AND NEW 2" WATER LINE TOSUPPLY NEW REST ROOMS AND BUNKHOUSE.
32 CONNECT TO WATER SUPPLY FOR EXISTINGWOMEN'S REST ROOM AND INSTALL ANINGROUND SHUTOFF VALVE AND HAND HOLE.
34 EXISTING GRADE TO REMAIN UNDISTURBED
1" = 20'-0"C-1031 SITE PLAN UTILITIES
PLAN NORTH
566
NOT USED--------------------------------------------------------
NOT USED----------------------------------------------------------------------------------------------------------------------------------NOT USED----------------------------------------------------------------------------------------------------------------------------------
NOT USED----------------------------------------------------------------------------------------------------------------------------------
NOT USED----------------------------------------------------------------------------------------------------------------------------------
NOT USED--------------------------------------------------------NOT USED--------------------------------------------------------NOT USED--------------------------------------------------------NOT USED--------------------------------------------------------
NOT USED--------------------------------------------------------
-
LEVEL 10"
Roof20' - 2 9/16"
T.O. Footing-4' - 0"B.O. Footing-5' - 0"
D.1 F.1
LEVEL 210' - 2 7/16"
A-3111
2A-311
2S-311
S-3113
S-3114
E.1
LEVEL 10"
Roof20' - 2 9/16"
T.O. Footing-4' - 0"B.O. Footing-5' - 0"
7.7
LEVEL 210' - 2 7/16"
1A-311
1S-311
7.5 7.67.2
7.16.6
7.3 7.4
D.12
A-311
1' -
0"
1
3
2
6
4
24
8
9
10
25
16
17
20
18
19
5
13
14
12
15
23
LEVEL 10"
Roof20' - 2 9/16"
T.O. Footing-4' - 0"B.O. Footing-5' - 0"
F.1
LEVEL 210' - 2 7/16"
1
3
2
6
4
7
8
9
10
11
16
17
20
18
19
21
22
5
13
14
12
15
6
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
George F. Esser, ArchitectMO #004231
OFFICE OFADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN ANDCONSTRUCTION
DEPARTMENT OF AGRICULTURE
REPLACE ROOFS & RENOVATE STOCK PENSSHEEP PAVILION
MISSOURI STATE FAIRGROUNDSSEDALIA, MISSOURI65301
PROJECT # F1907-01SITE # 1501ASSET # 3511501036
REVISION:DATE:
REVISION:DATE:
REVISION:DATE:
ISSUE DATE:
CAD FILE:DRAWN BY:CHECKED BY:DESIGNED BY:
SHEET TITLE:
SHEET NUMBER:
OF SHEETS
KXHGFEGFE
STRUCTURALBUILDING SECTIONS
S-311-AUG 01, 2019-
CD-AUG 01, 2019-
1/4" = 1'-0"S-3111 STRUCTURAL BUILDING SECTION 1
1/4" = 1'-0"S-3112 STRUCTURAL BUILDING SECTION 2
1/2" = 1'-0"S-3113 STRUCTURAL WALL SECTION 1
1/2" = 1'-0"S-3114 STRUCTURAL WALL SECTION 2 56
SECTION SHEET KEYNOTES1 2’X1’ 4000 PSI CONCRETE FOOTING W/ 3 #5 BAR CONTINUOUS
(SEE STRUCTURAL)2 12” 4000 PSI CONCRETE WALL W/#5 BAR @ 2’ OC EW (SEE
STRUCTURAL)3 =>1500 PSF UNDISTURBED OR COMPACTED SOIL4 4" GRAVEL FILL5 4" REINFORCED CONCRETE FLOOR (SEE STRUCTURAL)6 BRICK SOLDIER COURSE BEYOND7 STORE FRONT SYSTEM8 WALL FINISH (SEE SCHEDULE)9 5/8" TYPE X GYPSUM10 11 7/8" I JOISTS (SEE STRUCTURAL)11 3 - 1 3/4” X 11 7/8” 2.0 LVL12 1 1/8" OSB SUBFLOOR13 2x6 STUDS @ 16” OC W/ R-21 BATT INSULATION14 5/8" OSB SHEATHING15 4" SPLIT FACE CMU16 HVAC UNIT17 WINDOW UNIT (SEE SCHEDULE)18 5/8" TYPE X GYPSUM AND RESILENT FURRING FOLLOW SLOPE19 5/8" OSB SHEATHING OVER 11 7/8" I JOISTS (SEE STRUCTURAL)20 STANDING SEAM METAL ROOFING21 5/8" OSB W/ PRE-PAINTED METAL SIDING22 CULTURED LIMESTONE CAP23 PRE-PAINTED METAL GUTTER24 DOOR (SEE SCHEDULE)25 1 1/4" X 11 7/8” ENGINEERED LUMBER RIM BOARD
7
-
7.7
D.1
F.1
7.5 7.67.27.1
E.1
22' -
0"
5' -
2 1/
8"16
' - 9
7/8
"
12' - 0" 28' - 0" 12' - 0" 9' - 0"
12” 4000 PSI CONCRETE WALL W/#5 BAR @ 2’ OC EW OVER 2’X1’ 4000 PSI CONCRETE FOOTING W/ 3 #5 BAR CONTINIOUS ON =>1500 PSF UNDISTURBED OR COMPACTED SOIL
9' - 0"
6.6
7.3 7.4
8' - 0" 14' - 0" 26' - 0" 14' - 0" 8' - 0"
2S-411
1' - 0" TYP
28' - 0"
8' - 9 3/4" 7' - 0" 8' - 9 3/4"
LEVEL 10"
LEVEL 10"
T.O. Footing-4' - 0"
T.O. Footing-4' - 0"
B.O. Footing-5' - 0"
B.O. Footing-5' - 0"
6.6
6"2'
- 0"
1' -
0"
#5 - 7
#5 - 5
#5 - 3
#5 - 5
#5 - 3
#5 - 5
#5 - 2 #5 - 2 #5 - 2
#5 - 6
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
George F. Esser, ArchitectMO #004231
OFFICE OFADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN ANDCONSTRUCTION
DEPARTMENT OF AGRICULTURE
REPLACE ROOFS & RENOVATE STOCK PENSSHEEP PAVILION
MISSOURI STATE FAIRGROUNDSSEDALIA, MISSOURI65301
PROJECT # F1907-01SITE # 1501ASSET # 3511501036
REVISION:DATE:
REVISION:DATE:
REVISION:DATE:
ISSUE DATE:
CAD FILE:DRAWN BY:CHECKED BY:DESIGNED BY:
SHEET TITLE:
SHEET NUMBER:
OF SHEETS
KXHGFEGFE
FOUNDATION PLAN
S-411-AUG 01, 2019-
CD-AUG 01, 2019-
1/4" = 1'-0"S-4111 FOUNDATION PLAN
56
1 1/2" = 1'-0"S-4112 FOUNDAION SECTION
PLAN NORTH
8
-
7.7
D.1
F.1
7.5 7.67.27.1
E.1
TYP
22' -
0"
5' -
2 1/
8"16
' - 9
7/8
"
@TJI 560 joist - 11 7/8 ORAPPROVED EQUAL 1' - 4"
6.6 7.3 7.4
9' - 0" 12' - 0" 10' - 6" 7' - 0" 10' - 6" 12' - 0" 9' - 0"
70' - 0"
1' - 0"
4 5/
8"
1
2
2
9 7/
8"4'
- 1
3/4" 2
2 33
8' - 9 9/16" 2 7/16" 11' - 10 3/4" 1 1/4"
33 2
2
Trus Joist® TJI®
7.7
D.1
F.1
7.5 7.67.27.1
E.1
22' -
0"
@TJI 560 joist - 11 7/8 ORAPPROVED EQUAL 1' - 4"
21' -
3 7
/8"
4' -
10 5
/8"
16' -
5 1
/4"
70' - 0"
9' - 0" 12' - 0" 28' - 0" 12' - 0" 9' - 0"
4 5/8" 8' - 7 3/8" 12' - 0" 28' - 0" 12' - 0" 8' - 7 3/8" 4 5/8"
4 5/
8"3
1/2"
6.6 7.3 7.4
2
2
2
2
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
George F. Esser, ArchitectMO #004231
OFFICE OFADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN ANDCONSTRUCTION
DEPARTMENT OF AGRICULTURE
REPLACE ROOFS & RENOVATE STOCK PENSSHEEP PAVILION
MISSOURI STATE FAIRGROUNDSSEDALIA, MISSOURI65301
PROJECT # F1907-01SITE # 1501ASSET # 3511501036
REVISION:DATE:
REVISION:DATE:
REVISION:DATE:
ISSUE DATE:
CAD FILE:DRAWN BY:CHECKED BY:DESIGNED BY:
SHEET TITLE:
SHEET NUMBER:
OF SHEETS
KXHGFEGFE
STRUCTURALFRAMING PLANS
S-412-AUG 01, 2019-
CD-AUG 01, 2019-
1/4" = 1'-0"S-4121 LEVEL 2 FRAMING PLAN
1/4" = 1'-0"S-4122 ROOF FRAMING PLAN
56
SHEET KEYNOTES S-4121 3 - 1 3/4” X 11 7/8” 2.0 LVL2 1 1/4" X 11 7/8” ENGINEERED LUMBER RIM BOARD3 5 1/4"X 5 1/4" ENGINEERED WOOD COLUMN BELOW
PLAN NORTH
9
-
UP
A-2032
1 2 3 4 5 6 8 9 10 11 12
B
C
D
F
G
H
I
J
K
L
2.5 4.5 6.5 8.5 10.5 12.5 13 14
E
A
.5 14.5
A-2031
5.5 5.6
A-1
B-1
7.97.3
E-1
59' - 10" 60' - 1 1/2" 60' - 1 1/2" 70' - 1 1/2" 60' - 1 1/2" 60' - 1 1/2" 59' - 10"
4"4"
20' -
0"
20' -
0"
20' -
0"
20' -
0"
20' -
0"
4"4"4"
4"
4"4"
4"
6"
101'
- 0"
448' - 9"
101'
- 0"
2' -
10"
17' -
2"
6' -
8"25
' - 0
"25
' - 0
"23
' - 1
0"1'
- 0"
202'
- 0"
4" TYP
/1 A-103 /1 A-103
/1 A-105
/1 A-103
/1 A-103
6"
/1 A-105
/1 A-103
6"2'
- 4"
17' -
2"
6' -
8"25
' - 0
"25
' - 0
"23
' - 1
0"
9' - 3"9' - 3"
6"4" 6"
6"
6"
58' - 2"8" 8"
9' -
10"
20' -
3"
5' -
0"
25' - 3" 4' - 0"
20' -
6"
20' - 0"
18' -
0"
1' - 6"
A-2012
A-2013
A-2011
A-2021
A-2022
ZONE 1 ZONE 2 ZONE 2 ZONE 3
ZONE 3ZONE 2
ZONE 4
ZONE 1 ZONE 2
ZONE 4
ZONE 2
A-2023
MAT
CH
LIN
E
MAT
CH
LIN
E
MATCHLINE
1
2
3
5
4
4
6
/1 A-102
/1 A-102
/1 A-104
/1 A-104
7
5
8
9 9
EXISTING CONTROL JOINT
DEMOLITION LEGENDSAW AND DEMO EXISTING CONCRETE
EXISTING EXPANSION JOINT
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
George F. Esser, ArchitectMO #004231
OFFICE OFADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN ANDCONSTRUCTION
DEPARTMENT OF AGRICULTURE
REPLACE ROOFS & RENOVATE STOCK PENSSHEEP PAVILION
MISSOURI STATE FAIRGROUNDSSEDALIA, MISSOURI65301
PROJECT # F1907-01SITE # 1501ASSET # 3511501036
REVISION:DATE:
REVISION:DATE:
REVISION:DATE:
ISSUE DATE:
CAD FILE:DRAWN BY:CHECKED BY:DESIGNED BY:
SHEET TITLE:
SHEET NUMBER:
OF SHEETS
KXHGFEGFE
LEVEL 1EXIST/DEMO PLAN
A-101-AUG 01, 2019-
-AUG 01, 2019-
1/16" = 1'-0"A-1011 LEVEL 1 EXIST/DEMO PLAN
56
1 2 3
4
KEY PLAN
ZONE ZONE ZONE
ZONE
PLAN NORTH
SHEET KEYNOTES DEMO1 SAW AND DEMO EXISTING CONCRETE2 EXISTING CONTROL JOINT TYP3 EXISTING EXPANSION JOINT TYP4 ALTERNATE 1 DEMO BUILDING AND SLAB5 DEMO EXISTING FANS6 NO CHANGES TO EXISTING BATH STRUCTURE7 REMOVE ALL PAINT AND RUST FROM EXISTING
MAINFRAMES8 REMOVE ENTIRE 2 STORY STRUCTURE IN THIS
AREA INCLUDING WALLS, FIXTURES, STAIRS, ROOFSTRUCTURE, SLAB FOOTINGS.
9 REMOVE EXISTING RIGID MAIN FRAME COLUMNSAND ROOF PURLINS SALVAGE REPURPOSE FORUSE IN ALTERNATE 1 IF ACCEPTED. DEMO COLUMNFOOTINGS
10 DEMO ALL ROOFING, GUTTERING, FLASHING,FASTENERS, SKYLIGHTS, AND ROOFINGACCESSORIES
10
NOT USED--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
-
1 2 3 4 5
F
G
H
I
J
K
L
2.5 4.5
/1 A-103
/1 A-105
.5
/1 A-103
2' -
10"
4" 4"
5.5
MAT
CH
LIN
EM
ATC
HLI
NE
MATCHLINE
60' - 4" 60' - 1 1/2"
59' - 10" 60' - 1 1/2"
59' - 10" 60' - 1 1/2"
60' - 1 1/2"
60' - 4" 60' - 1 1/2"
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
1
2
3
11
1
1
1
11
1
1
1
1
11
1
1
1
1
1
18'
- 0"
11' -
10"
12' -
3"
13' -
5"
10' -
6"
13' -
5"
10' -
8"
13' -
5"
7' -
6"
11' -
1"
8' -
3"5'
- 2"
10' -
6"
4' -
4"9'
- 1"
10' -
8"
11"
8"11
' - 1
0"7'
- 6"
26' - 3" 2' - 0"
11' - 1" 11' - 3" 2' - 8" 5' - 1 1/2"
17' - 0" 3' - 7"
7' -
6"8'
- 0"
6' - 0" 5' - 3" 43' - 1" 6' - 0" 15' - 11 1/2" 2' - 0" 21' - 7 1/2" 19' - 0 1/2" 1' - 6"
36' - 1" 3' - 2 1/2" 20' - 6 1/2" 33' - 1" 2' - 0" 25' - 0 1/2"
18' - 11" 1' - 4" 19' - 0 1/2" 5' - 4 1/2" 15' - 2" 17' - 2" 3' - 5" 28' - 6 1/2" 11' - 0"
15' - 3" 2' - 0" 41' - 4 1/2" 1' - 6"
13' - 1" 32' - 3" 4' - 0" 11' - 0" 11' - 1" 47' - 7"
1' - 6"
EXISTING CONTROL JOINT
DEMOLITION LEGENDSAW AND DEMO EXISTING CONCRETE
EXISTING EXPANSION JOINT
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
George F. Esser, ArchitectMO #004231
OFFICE OFADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN ANDCONSTRUCTION
DEPARTMENT OF AGRICULTURE
REPLACE ROOFS & RENOVATE STOCK PENSSHEEP PAVILION
MISSOURI STATE FAIRGROUNDSSEDALIA, MISSOURI65301
PROJECT # F1907-01SITE # 1501ASSET # 3511501036
REVISION:DATE:
REVISION:DATE:
REVISION:DATE:
ISSUE DATE:
CAD FILE:DRAWN BY:CHECKED BY:DESIGNED BY:
SHEET TITLE:
SHEET NUMBER:
OF SHEETS
KXHGFEGFE
LEVEL 1EXIST/DEMO PLAN -ZONE 1
A-102-AUG 01, 2019-
-AUG 01, 2019-
1 2 3
4
KEY PLAN
561/8" = 1'-0"A-102
1 LEVEL 1 EXIST/DEMO PLAN - ZONE 1 PLAN NORTH
SHEET KEYNOTES DEMO1 SAW AND DEMO EXISTING CONCRETE2 EXISTING CONTROL JOINT TYP3 EXISTING EXPANSION JOINT TYP4 ALTERNATE 1 DEMO BUILDING AND SLAB5 DEMO EXISTING FANS6 NO CHANGES TO EXISTING BATH STRUCTURE7 REMOVE ALL PAINT AND RUST FROM EXISTING
MAINFRAMES8 REMOVE ENTIRE 2 STORY STRUCTURE IN THIS
AREA INCLUDING WALLS, FIXTURES, STAIRS, ROOFSTRUCTURE, SLAB FOOTINGS.
9 REMOVE EXISTING RIGID MAIN FRAME COLUMNSAND ROOF PURLINS SALVAGE REPURPOSE FORUSE IN ALTERNATE 1 IF ACCEPTED. DEMO COLUMNFOOTINGS
10 DEMO ALL ROOFING, GUTTERING, FLASHING,FASTENERS, SKYLIGHTS, AND ROOFINGACCESSORIES
11
NOT USED--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
NOT USED--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
NOT USED--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
NOT USED--------------------------------------------------------------NOT USED--------------------------------------------------------------NOT USED--------------------------------------------------------------
-
UP
6 8 9
G
H
I
J
K
L
6.5 8.5
/1 A-105
A-4011
1A-303
2A-303
/1 A-105
6"
70' - 1 1/2"
5.6
4"
A-2012
A-2013
A-2011
70' - 1 1/2"
70' - 1 1/2"
70' - 1 1/2"
70' - 1 1/2"
70' - 1 1/2"
20' -
4"
59' -
8"
20' -
6"
MAT
CH
LIN
E
MAT
CH
LIN
EM
ATC
HLI
NE
MATCHLINEMATCHLINE
/1 A-102 1 / A-104
1 / A-104
2
3
5
7
7
7
7
7
7
7
7
7
7
7
7
7
1
1
1
1
1
1 1
1 1 1 1
1 1
1
1
1
1
1
1
5
2
22
3
1
2' - 0" 20' - 10 1/2" 9' - 6" 1' - 6" 8' - 10" 12' - 8" 40' - 1 1/2" 8' - 6" 9' - 10" 15' - 11 1/2"
2' - 8" 5' - 1 1/2"3' - 9 1/2" 15' - 3" 3' - 9" 7' - 3" 70' - 1 1/2" 19' - 7 1/2" 10' - 10" 3' - 7"
3' - 7" 11' - 3" 1' - 6" 24' - 5 1/2" 2' - 4" 70' - 1 1/2" 39' - 3" 3' - 6 1/2"
2' - 10" 13' - 4" 70' - 1 1/2" 31' - 11 1/2" 2' - 7" 6' - 10"
2' - 7" 8' - 2 1/2" 4' - 8 1/2" 6' - 4" 70' - 1 1/2" 1' - 6" 47' - 7"
7' -
0"13
' - 4
"10
' - 9
"13
' - 5
"10
' - 6
"13
' - 5
"11
' - 7
"12
' - 6
"8'
- 0"
7' - 8 1/2"
/1 A-102
EXISTING CONTROL JOINT
DEMOLITION LEGENDSAW AND DEMO EXISTING CONCRETE
EXISTING EXPANSION JOINT
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
George F. Esser, ArchitectMO #004231
OFFICE OFADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN ANDCONSTRUCTION
DEPARTMENT OF AGRICULTURE
REPLACE ROOFS & RENOVATE STOCK PENSSHEEP PAVILION
MISSOURI STATE FAIRGROUNDSSEDALIA, MISSOURI65301
PROJECT # F1907-01SITE # 1501ASSET # 3511501036
REVISION:DATE:
REVISION:DATE:
REVISION:DATE:
ISSUE DATE:
CAD FILE:DRAWN BY:CHECKED BY:DESIGNED BY:
SHEET TITLE:
SHEET NUMBER:
OF SHEETS
KXHGFEGFE
LEVEL 1EXIST/DEMO PLAN -ZONE 2
A-103-AUG 01, 2019-
-AUG 01, 2019-
1/8" = 1'-0"A-1031 LEVEL 1 EXIST/DEMO PLAN - ZONE 2
1 2 3
4
KEY PLAN
56
PLAN NORTH
SHEET KEYNOTES DEMO1 SAW AND DEMO EXISTING CONCRETE2 EXISTING CONTROL JOINT TYP3 EXISTING EXPANSION JOINT TYP4 ALTERNATE 1 DEMO BUILDING AND SLAB5 DEMO EXISTING FANS6 NO CHANGES TO EXISTING BATH STRUCTURE7 REMOVE ALL PAINT AND RUST FROM EXISTING
MAINFRAMES8 REMOVE ENTIRE 2 STORY STRUCTURE IN THIS
AREA INCLUDING WALLS, FIXTURES, STAIRS, ROOFSTRUCTURE, SLAB FOOTINGS.
9 REMOVE EXISTING RIGID MAIN FRAME COLUMNSAND ROOF PURLINS SALVAGE REPURPOSE FORUSE IN ALTERNATE 1 IF ACCEPTED. DEMO COLUMNFOOTINGS
10 DEMO ALL ROOFING, GUTTERING, FLASHING,FASTENERS, SKYLIGHTS, AND ROOFINGACCESSORIES
12
NOT USED--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
NOT USED--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
NOT USED--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
NOT USED--------------------------------------------------------------
NOT USED--------------------------------------------------------------
-
10 11 12
F
G
H
I
J
K
L
10.5 12.5 13 14
60' - 1 1/2" 59' - 10"
4" 4"
20' -
0"
20' -
0"
20' -
0"
20' -
0"
20' -
0"
4"
6"
101'
- 0"
2' -
10"
/1 A-103
14.5
A-2031
/1 A-105
6"2'
- 4"
9' - 3"4" 6"
6"
6"
E-1
20' -
4"
59' -
8"
20' -
6"
101'
- 0"
60' - 1 1/2" 60' - 4"
60' - 1 1/2"
60' - 1 1/2"
60' - 4"
MAT
CH
LIN
E
MATCHLINE
4
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
2
3
1
1
1
1
1
1 1 1 1
11
1 1 1 1
1 1 1 1
1 1 1 1
2
2 2
3
3 3
3' - 7"
3' - 6 1/2"
2' - 7" 6' - 10"
7' -
0"13
' - 4
"10
' - 9
"13
' - 5
"10
' - 6
"13
' - 5
"11
' - 7
"12
' - 6
"8'
- 0"
8' -
0"13
' - 5
"10
' - 8
"13
' - 5
"10
' - 6
"13
' - 5
"10
' - 8
"13
' - 5
"7'
- 6"
15' - 10 1/2" 3' - 3" 21' - 7" 19' - 5" 16' - 0" 3' - 2" 17' - 8" 12' - 3" 11' - 3"
24' - 8 1/2" 15' - 0" 7' - 10 1/2" 11' - 1" 12' - 3" 6' - 10 1/2" 29' - 11"
31' - 4 1/2" 4' - 3" 13' - 5 1/2" 11' - 1" 12' - 3" 6' - 10 1/2" 29' - 11"
7' - 8 1/2" 11' - 1" 1' - 6" 30' - 9 1/2" 3' - 3" 24' - 7" 16' - 8" 1' - 8" 28' - 2" 2' - 7"
16' - 9 1/2" 17' - 11" 14' - 4 1/2" 11' - 1" 1' - 6" 14' - 9" 9' - 0 1/2" 11' - 10 1/2" 2' - 4 1/2" 9' - 6" 11' - 3"
EXISTING CONTROL JOINT
DEMOLITION LEGENDSAW AND DEMO EXISTING CONCRETE
EXISTING EXPANSION JOINT
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
George F. Esser, ArchitectMO #004231
OFFICE OFADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN ANDCONSTRUCTION
DEPARTMENT OF AGRICULTURE
REPLACE ROOFS & RENOVATE STOCK PENSSHEEP PAVILION
MISSOURI STATE FAIRGROUNDSSEDALIA, MISSOURI65301
PROJECT # F1907-01SITE # 1501ASSET # 3511501036
REVISION:DATE:
REVISION:DATE:
REVISION:DATE:
ISSUE DATE:
CAD FILE:DRAWN BY:CHECKED BY:DESIGNED BY:
SHEET TITLE:
SHEET NUMBER:
OF SHEETS
KXHGFEGFE
LEVEL 1EXIST/DEMO PLAN -ZONE 3
A-104-AUG 01, 2019-
-AUG 01, 2019-
1 2 3
4
KEY PLAN
561/8" = 1'-0"A-104
1 LEVEL 1 EXIST/DEMO PLAN - ZONE 3PLAN NORTH
SHEET KEYNOTES DEMO1 SAW AND DEMO EXISTING CONCRETE2 EXISTING CONTROL JOINT TYP3 EXISTING EXPANSION JOINT TYP4 ALTERNATE 1 DEMO BUILDING AND SLAB5 DEMO EXISTING FANS6 NO CHANGES TO EXISTING BATH STRUCTURE7 REMOVE ALL PAINT AND RUST FROM EXISTING
MAINFRAMES8 REMOVE ENTIRE 2 STORY STRUCTURE IN THIS
AREA INCLUDING WALLS, FIXTURES, STAIRS, ROOFSTRUCTURE, SLAB FOOTINGS.
9 REMOVE EXISTING RIGID MAIN FRAME COLUMNSAND ROOF PURLINS SALVAGE REPURPOSE FORUSE IN ALTERNATE 1 IF ACCEPTED. DEMO COLUMNFOOTINGS
10 DEMO ALL ROOFING, GUTTERING, FLASHING,FASTENERS, SKYLIGHTS, AND ROOFINGACCESSORIES
13
NOT USED--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
NOT USED--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
NOT USED--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
NOT USED--------------------------------------------------------------NOT USED--------------------------------------------------------------
-
UP
4 5 6 8 9
B
C
D
F
G
4.5 6.5 8.5
E
A
/1 A-103 /1 A-103/1 A-103
A-4011
1A-301
1A-302
1A-303
2A-303
2' -
10"
6"2'
- 4"
17' -
2"
6' -
8"25
' - 0
"25
' - 0
"23
' - 1
0"
5.5 5.6
9' -
10"
20' -
3"
5' -
0"
25' - 3" 4' - 0"
A-1
B-1
7.97.3
20' - 0"
20' -
6"
20' - 0"
18' -
0"
1' - 6"
4"
6"
60' - 1 1/2" 70' - 1 1/2"
MAT
CH
LIN
E
MAT
CH
LIN
E
MATCHLINEMATCHLINE
/1 A-102
1 / A-1045
4
6
7 7 77
7
7
7
7
7
7
7
7
7
7
2
3
1
1
1
1
1
1
5
1
3
2
8
9
38' - 4" 2' - 7" 8' - 2 1/2" 4' - 8 1/2" 6' - 4" 70' - 1 1/2" 1' - 6" 47' - 7"
7' -
0"
7' -
6"8'
- 0"
13' -
0"
12' -
0"
13' -
0"
11' -
0"
13' -
0"
11' -
0"
13' -
0"
7' -
0"
6' - 6"
1' - 6"
6' - 6"
/1 A-102
9 9
EXISTING CONTROL JOINT
DEMOLITION LEGENDSAW AND DEMO EXISTING CONCRETE
EXISTING EXPANSION JOINT
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
George F. Esser, ArchitectMO #004231
OFFICE OFADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN ANDCONSTRUCTION
DEPARTMENT OF AGRICULTURE
REPLACE ROOFS & RENOVATE STOCK PENSSHEEP PAVILION
MISSOURI STATE FAIRGROUNDSSEDALIA, MISSOURI65301
PROJECT # F1907-01SITE # 1501ASSET # 3511501036
REVISION:DATE:
REVISION:DATE:
REVISION:DATE:
ISSUE DATE:
CAD FILE:DRAWN BY:CHECKED BY:DESIGNED BY:
SHEET TITLE:
SHEET NUMBER:
OF SHEETS
KXHGFEGFE
LEVEL 1EXIST/DEMO PLAN -ZONE 4
A-105-AUG 01, 2019-
-AUG 01, 2019-
1/8" = 1'-0"A-1051 LEVEL 1 EXIST/DEMO PLAN - ZONE 4
1 2 3
4
KEY PLAN
56
PLAN NORTH
SHEET KEYNOTES DEMO1 SAW AND DEMO EXISTING CONCRETE2 EXISTING CONTROL JOINT TYP3 EXISTING EXPANSION JOINT TYP4 ALTERNATE 1 DEMO BUILDING AND SLAB5 DEMO EXISTING FANS6 NO CHANGES TO EXISTING BATH STRUCTURE7 REMOVE ALL PAINT AND RUST FROM EXISTING
MAINFRAMES8 REMOVE ENTIRE 2 STORY STRUCTURE IN THIS
AREA INCLUDING WALLS, FIXTURES, STAIRS, ROOFSTRUCTURE, SLAB FOOTINGS.
9 REMOVE EXISTING RIGID MAIN FRAME COLUMNSAND ROOF PURLINS SALVAGE REPURPOSE FORUSE IN ALTERNATE 1 IF ACCEPTED. DEMO COLUMNFOOTINGS
10 DEMO ALL ROOFING, GUTTERING, FLASHING,FASTENERS, SKYLIGHTS, AND ROOFINGACCESSORIES
14
NOT USED--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
-
DN
A-2032
1 2 3 4 5 6 8 9 10 11 12
B
C
D
F
G
H
I
J
K
L
2.5 4.5 6.5 8.5 10.5 12.5 13 14
E
A
.5 14.5
A-2031
A-4012
5.5 5.6
A-1
B-1
7.97.3
E-1
A-2012
A-2013
A-2011
A-2021
A-2022
ZONE 1 ZONE 2 ZONE 2 ZONE 3
ZONE 3ZONE 2
ZONE 4
ZONE 1 ZONE 2
ZONE 4
ZONE 2
A-2023
4
6
7
8
9
4
7 7 777777
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
George F. Esser, ArchitectMO #004231
OFFICE OFADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN ANDCONSTRUCTION
DEPARTMENT OF AGRICULTURE
REPLACE ROOFS & RENOVATE STOCK PENSSHEEP PAVILION
MISSOURI STATE FAIRGROUNDSSEDALIA, MISSOURI65301
PROJECT # F1907-01SITE # 1501ASSET # 3511501036
REVISION:DATE:
REVISION:DATE:
REVISION:DATE:
ISSUE DATE:
CAD FILE:DRAWN BY:CHECKED BY:DESIGNED BY:
SHEET TITLE:
SHEET NUMBER:
OF SHEETS
KXHGFEGFE
LEVEL 2EXIST/DEMO PLAN
A-106-AUG 01, 2019-
-AUG 01, 2019-
1/16" = 1'-0"A-1061 LEVEL 2-EXIST/DEMO PLAN
56
1 2 3
4
KEY PLAN
ZONE ZONE ZONE
ZONE
PLAN NORTH
SHEET KEYNOTES DEMO1 SAW AND DEMO EXISTING CONCRETE2 EXISTING CONTROL JOINT TYP3 EXISTING EXPANSION JOINT TYP4 ALTERNATE 1 DEMO BUILDING AND SLAB5 DEMO EXISTING FANS6 NO CHANGES TO EXISTING BATH STRUCTURE7 REMOVE ALL PAINT AND RUST FROM EXISTING
MAINFRAMES8 REMOVE ENTIRE 2 STORY STRUCTURE IN THIS
AREA INCLUDING WALLS, FIXTURES, STAIRS, ROOFSTRUCTURE, SLAB FOOTINGS.
9 REMOVE EXISTING RIGID MAIN FRAME COLUMNSAND ROOF PURLINS SALVAGE REPURPOSE FORUSE IN ALTERNATE 1 IF ACCEPTED. DEMO COLUMNFOOTINGS
10 DEMO ALL ROOFING, GUTTERING, FLASHING,FASTENERS, SKYLIGHTS, AND ROOFINGACCESSORIES
15
NOT USED--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
NOT USED--------------------------------------------------------------
NOT USED--------------------------------------------------------------
NOT USED--------------------------------------------------------------NOT USED--------------------------------------------------------------
-
A-2032
1 2 3 4 5 6 8 9 10 11 12
B
C
D
F
G
H
I
J
K
L
2.5 4.5 6.5 8.5 10.5 12.5 13 14
E
A
.5 14.5
A-2031
TYP
5.5 5.6
A-1
B-1
7.97.3
E-1
A-2012
A-2013
A-2021
A-2022
A-2023
4
6
7
8
9
4
4" / 12" 4" / 12" 4" / 12" 4" / 12" 4" / 12" 4" / 12" 4" / 12" 4" / 12" 4" / 12" 4" / 12" 4" / 12" 4" / 12" 4" / 12" 4" / 12"
4" / 12" 4" / 12"
10101010 10 10 10
10
9' - 3" 59' - 10" 60' - 1 1/2" 60' - 1 1/2" 70' - 1 1/2" 60' - 1 1/2" 60' - 1 1/2" 59' - 10" 9' - 3"
448' - 9"
1' -
4"20
' - 0
"20
' - 0
"20
' - 0
"20
' - 0
"20
' - 0
"1'
- 4"
16' -
8"
5"11
' - 1
1 1/
2"20
' - 3
"10
' - 0
1/2
"23
' - 3
1/2
"16
' - 7
1/2
"1'
- 0"
102'
- 8"
17' -
1"
11' -
11
1/2"
20' -
3"
10' -
0 1
/2"
23' -
3 1
/2"
17' -
7 1
/2"
202'
- 10
"
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
George F. Esser, ArchitectMO #004231
OFFICE OFADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN ANDCONSTRUCTION
DEPARTMENT OF AGRICULTURE
REPLACE ROOFS & RENOVATE STOCK PENSSHEEP PAVILION
MISSOURI STATE FAIRGROUNDSSEDALIA, MISSOURI65301
PROJECT # F1907-01SITE # 1501ASSET # 3511501036
REVISION:DATE:
REVISION:DATE:
REVISION:DATE:
ISSUE DATE:
CAD FILE:DRAWN BY:CHECKED BY:DESIGNED BY:
SHEET TITLE:
SHEET NUMBER:
OF SHEETS
KXHGFEGFE
EXISTING / DEMOROOF PLAN
A-107-AUG 01, 2019-
-AUG 01, 2019-
1/16" = 1'-0"A-1071 EXISTING / DEMO ROOF PLAN
56
PLAN NORTH
SHEET KEYNOTES DEMO1 SAW AND DEMO EXISTING CONCRETE2 EXISTING CONTROL JOINT TYP3 EXISTING EXPANSION JOINT TYP4 ALTERNATE 1 DEMO BUILDING AND SLAB5 DEMO EXISTING FANS6 NO CHANGES TO EXISTING BATH STRUCTURE7 REMOVE ALL PAINT AND RUST FROM EXISTING
MAINFRAMES8 REMOVE ENTIRE 2 STORY STRUCTURE IN THIS
AREA INCLUDING WALLS, FIXTURES, STAIRS, ROOFSTRUCTURE, SLAB FOOTINGS.
9 REMOVE EXISTING RIGID MAIN FRAME COLUMNSAND ROOF PURLINS SALVAGE REPURPOSE FORUSE IN ALTERNATE 1 IF ACCEPTED. DEMO COLUMNFOOTINGS
10 DEMO ALL ROOFING, GUTTERING, FLASHING,FASTENERS, SKYLIGHTS, AND ROOFINGACCESSORIES
16
NOT USED--------------------------------------------------------------------------------------------------------------------------------------------
NOT USED--------------------------------------------------------------NOT USED--------------------------------------------------------------NOT USED--------------------------------------------------------------
NOT USED--------------------------------------------------------------
-
1 2 3 4 5 6 8 9 10 11 12
B
C
D
F
G
H
I
J
K
L
2.5 4.5 6.5 8.5 10.5 12.5 13 14
E
A
.5 14.55.5 5.6
A-1
B-1
7.97.3
E-1
59' - 10" 60' - 1 1/2" 60' - 1 1/2" 70' - 1 1/2" 60' - 1 1/2" 60' - 1 1/2" 59' - 10"
20' -
0"
20' -
0"
20' -
0"
20' -
0"
20' -
0"
4" TYP
6" T
YP
101'
- 0"
448' - 9"
101'
- 0"
2' -
10"
17' -
2"
6' -
8"25
' - 0
"25
' - 0
"23
' - 1
0"1'
- 0"
202'
- 0"
4" TYP
6"2'
- 4"
17' -
2"
6' -
8"25
' - 0
"25
' - 0
"23
' - 1
0"
9' - 3"9' - 3"
6" TYP
6"
6"
58' - 2"8" 8"
20' -
3"
5' -
0"
25' - 3" 4' - 0"
20' - 0"
20' -
6"
20' - 0"
18' -
0"
1' - 6"
A-2111
A-2131
A-2132
A-2121
A-2113
A-2112
A-2122
A-2123
1A-312
2A-311
1S-311
1A-311
MAT
CH
LIN
EM
ATC
HLI
NE
MAT
CH
LIN
EM
ATC
HLI
NE
MATCHLINEMATCHLINE
/1 A-112 /1 A-113 /1 A-113 /1 A-114
/1 A-112 /1 A-113 /1 A-113 /1 A-114
/1 A-115/1 A-115
2S-311
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
George F. Esser, ArchitectMO #004231
OFFICE OFADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN ANDCONSTRUCTION
DEPARTMENT OF AGRICULTURE
REPLACE ROOFS & RENOVATE STOCK PENSSHEEP PAVILION
MISSOURI STATE FAIRGROUNDSSEDALIA, MISSOURI65301
PROJECT # F1907-01SITE # 1501ASSET # 3511501036
REVISION:DATE:
REVISION:DATE:
REVISION:DATE:
ISSUE DATE:
CAD FILE:DRAWN BY:CHECKED BY:DESIGNED BY:
SHEET TITLE:
SHEET NUMBER:
OF SHEETS
KXHGFEGFE
LEVEL 1 FLOORPLAN
A-111-AUG 01, 2019-
-AUG 01, 2019-
56
1 2 3
4
KEY PLAN
ZONE ZONE ZONE
ZONE
1/16" = 1'-0"A-1111 LEVEL 1 - FLOOR PLAN
PLAN NORTH
17
-
1 2 3 4 5
F
G
H
I
J
K
L
2.5 4.5.5 5.5
59' - 10" 60' - 1 1/2"
4"
4"
4" 4" TYP
6"
9' - 3"
6"
8"
MAT
CH
LIN
EM
ATC
HLI
NE
MATCHLINE
/1 A-113
/1 A-113
/1 A-115
10' - 9" 9' - 6" 9' - 6" 6' - 3 1/2" 3' - 2 1/2" 9' - 6" 5' - 0" 6' - 0" 11' - 1" 9' - 6" 9' - 6" 3' - 0"2' - 0" 4' - 6" 9' - 6" 9' - 6" 1' - 6" 11' - 1" 9' - 6"
5' - 6" 5' - 3" 8' - 2" 1' - 4" 9' - 6" 9' - 6" 5' - 4 1/2" 4' - 2" 5' - 0" 6' - 0" 11' - 1" 4' - 11"
1' - 2 1/2" 9 1/2"
2' - 7 1/2" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 1' - 6" 11' - 1" 5' - 11 1/2" 3' - 7"
1' - 8 1/2"
2' - 8"
20' -
0" T
YP
101'
- 0"
10' -
0"
7' -
8"13
' - 0
"5"
10' -
8"
8' -
11"
4' -
6"10
' - 6
"5'
- 0"
8' -
5"10
' - 8
"11
"12
' - 6
"7'
- 6"
10' - 9" 1' - 10" 7' - 8" 9' - 6" 9' - 6" 5' - 6 1/2" 4' - 0" 5' - 0" 6' - 0" 11' - 1" 4' - 2 1/2"2' - 0"3' - 4" 9' - 6" 9' - 6" 9' - 6" 9' - 6" 1' - 6" 11' - 1" 7' - 0" 2' - 6"
5' -
8"2'
- 4"6
"
1
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
2
11
1
1
1
11
1
1
1
1
11
1
1
1
1
1
3
5
2
3
5
1
1
1010 10
11
13 13
EXISTING CONTROL JOINT
CONCRETE LEGENDNEW CONCRETE
NEW CONTROL JOINT
EXISTING EXPANSION JOINT
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
George F. Esser, ArchitectMO #004231
OFFICE OFADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN ANDCONSTRUCTION
DEPARTMENT OF AGRICULTURE
REPLACE ROOFS & RENOVATE STOCK PENSSHEEP PAVILION
MISSOURI STATE FAIRGROUNDSSEDALIA, MISSOURI65301
PROJECT # F1907-01SITE # 1501ASSET # 3511501036
REVISION:DATE:
REVISION:DATE:
REVISION:DATE:
ISSUE DATE:
CAD FILE:DRAWN BY:CHECKED BY:DESIGNED BY:
SHEET TITLE:
SHEET NUMBER:
OF SHEETS
KXHGFEGFE
LEVEL 1 FLOORPLAN - ZONE 1
A-112-AUG 01, 2019-
-AUG 01, 2019-
1 2 3
4
KEY PLAN
561/8" = 1'-0"A-112
1 LEVEL 1 FLOOR PLAN - ZONE 1PLAN NORTH
SHEET KEYNOTES NEW WORK1 NEW 6" REINFORCED CONCRETE SLAB2 EXISTING CONTROL JOINT TYP3 EXISTING EXPANSION JOINT TYP4 ALTERNATE 1 NEW STEEL BUILDING AND SLAB5 NEW CONTROL JOINT TYP6 NO CHANGES TO EXISTING BATH STRUCTURE7 RE-SQUARE AND PLUMB COLUMNS. RE-TORQUE
ALL FASTENERS AND BRACES TO EXISTINGHARDWARE SPECIFICATIONS. PRIME AND PAINTPER SPECIFICATIONS
8 NEW BUILDING, SEE A-411 FOR DETAILS9 ALTERNATE 1 REUSE EXISTING RIGID MAIN FRAME
COLUMNS AND ROOF PURLINS REMOVED ANDRE-CONFIGURED FOR NEW WASH BLDG.
10 NEW 3' X 4' X 6" CONCRETE PAD WITH 6" PIPEBOLLARDS
11 12" SCH 40 PVC DOWNSPOUT FROM SCUPPER TOSTORM WATER SYSTEM TYP
12 EXISTING STRUCTURE TO REMAIN IF ALTERNATE 1IS NOT ACCEPTED.
13 16" CMP SLOT DRAIN
18
NOT USED--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
NOT USED--------------------------------------------------------------
NOT USED--------------------------------------------------------------
NOT USED--------------------------------------------------------------
NOT USED--------------------------------------------------------------------------------------------------------------------------------------------
-
6 8 9
G
H
I
J
K
L
6.5 8.55.6
70' - 1 1/2"
4"4"4"8"
MAT
CH
LIN
E
MAT
CH
LIN
EM
ATC
HLI
NE
MATCHLINEMATCHLINE
/1 A-115
/1 A-112
/1 A-112
/1 A-114
/1 A-114
/1 A-115
/1 A-112
/1 A-112
5' - 8" 2' - 0"1' - 10" 9' - 6" 9' - 6" 10' - 8 1/2" 9' - 2" 12' - 8" 10' - 0" 10' - 0" 10' - 0" 10' - 1 1/2" 8' - 6" 9' - 10" 9' - 10" 6' - 1 1/2" 3' - 8 1/2" 9' - 10"
3' - 7"
1' - 8 1/2"
2' - 8" 5' - 1 1/2"1' - 9"
2' - 0 1/2"
5' - 8 1/2" 9' - 6" 3' - 9" 4' - 11" 2' - 4" 21' - 6" 40' - 1 1/2" 8' - 6" 9' - 10" 9' - 10" 9' - 10"
1' - 0 1/2"
3' - 7" 5' - 2 1/2"
7' -
0"13
' - 0
"5"
10' -
8"
8' -
11"
4' -
6"10
' - 6
"5'
- 0"
8' -
5"10
' - 8
"11
"12
' - 6
"7'
- 6"
2' - 6" 9' - 6" 8' - 3" 2' - 7" 8' - 2 1/2" 9' - 6" 1' - 6" 21' - 6" 10' - 0" 10' - 0" 10' - 0" 10' - 1 1/2" 8' - 6" 1' - 6" 11' - 10 1/2" 11' - 10 1/2" 6' - 8"
2' - 7"
2' - 7 1/2"
2' - 1" 2' - 1 1/2"
2
3
15
7
7
7
7
7
7
7
7
7
7
7
7
7
2
11
1
1
1
1 1
1 1 1 1
1 1 1
1
1
1
1
2
22
3
3
5
2
10 10
11
2A-312
EXISTING CONTROL JOINT
CONCRETE LEGENDNEW CONCRETE
NEW CONTROL JOINT
EXISTING EXPANSION JOINT
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
George F. Esser, ArchitectMO #004231
OFFICE OFADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN ANDCONSTRUCTION
DEPARTMENT OF AGRICULTURE
REPLACE ROOFS & RENOVATE STOCK PENSSHEEP PAVILION
MISSOURI STATE FAIRGROUNDSSEDALIA, MISSOURI65301
PROJECT # F1907-01SITE # 1501ASSET # 3511501036
REVISION:DATE:
REVISION:DATE:
REVISION:DATE:
ISSUE DATE:
CAD FILE:DRAWN BY:CHECKED BY:DESIGNED BY:
SHEET TITLE:
SHEET NUMBER:
OF SHEETS
KXHGFEGFE
LEVEL 1 FLOORPLAN - ZONE 2
A-113-AUG 01, 2019-
-AUG 01, 2019-
1 2 3
4
KEY PLAN
561/8" = 1'-0"A-1131 LEVEL 1 FLOOR PLAN - ZONE 2
PLAN NORTH
SHEET KEYNOTES NEW WORK1 NEW 6" REINFORCED CONCRETE SLAB2 EXISTING CONTROL JOINT TYP3 EXISTING EXPANSION JOINT TYP4 ALTERNATE 1 NEW STEEL BUILDING AND SLAB5 NEW CONTROL JOINT TYP6 NO CHANGES TO EXISTING BATH STRUCTURE7 RE-SQUARE AND PLUMB COLUMNS. RE-TORQUE
ALL FASTENERS AND BRACES TO EXISTINGHARDWARE SPECIFICATIONS. PRIME AND PAINTPER SPECIFICATIONS
8 NEW BUILDING, SEE A-411 FOR DETAILS9 ALTERNATE 1 REUSE EXISTING RIGID MAIN FRAME
COLUMNS AND ROOF PURLINS REMOVED ANDRE-CONFIGURED FOR NEW WASH BLDG.
10 NEW 3' X 4' X 6" CONCRETE PAD WITH 6" PIPEBOLLARDS
11 12" SCH 40 PVC DOWNSPOUT FROM SCUPPER TOSTORM WATER SYSTEM TYP
12 EXISTING STRUCTURE TO REMAIN IF ALTERNATE 1IS NOT ACCEPTED.
13 16" CMP SLOT DRAIN
19
NOT USED--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
NOT USED--------------------------------------------------------------
NOT USED--------------------------------------------------------------
NOT USED--------------------------------------------------------------
NOT USED--------------------------------------------------------------------------------------------------------------------------------------------NOT USED--------------------------------------------------------------
-
10 11 12
F
G
H
I
J
K
L
10.5 12.5 13 14
E
14.5
E-1
60' - 1 1/2" 59' - 10"
4"
4"
20' -
0"
20' -
0"
20' -
0"
20' -
0"
20' -
0"
4"
6"
101'
- 0"
2' -
10"
17' -
2"
6"2'
- 4"
17' -
2"
9' - 3"
4" 6"
6"
6"
MAT
CH
LIN
EM
ATC
HLI
NE
MATCHLINE
/1 A-115
/1 A-112
/1 A-112
NEW CONTROL JOINT TYP
9' - 10" 9' - 10" 11' - 1" 12' - 3" 3' - 7 1/2"3' - 3" 5' - 5" 12' - 3" 3' - 11" 8' - 4 1/2" 11' - 1" 12' - 3" 3' - 8 1/2"3' - 2" 5' - 4 1/2" 12' - 3" 12' - 3" 10' - 9"
7' -
0"13
' - 0
"5"
10' -
8"
8' -
11"
4' -
6"10
' - 6
"5'
- 0"
8' -
5"10
' - 8
"11
"12
' - 6
"7'
- 6"
1' - 0 1/2"
3' - 7" 5' - 2 1/2" 9' - 10" 11' - 1" 1' - 6" 10' - 9" 12' - 3" 1' - 8" 10' - 7" 4' - 5" 7' - 10 1/2" 11' - 1" 12' - 3" 6' - 10 1/2" 5' - 4 1/2" 12' - 3" 12' - 3" 10' - 9"
20' -
0"
2' - 7"
2' - 7 1/2"
2' - 1" 2' - 1 1/2"7' - 8 1/2" 11' - 1" 1' - 6" 11' - 10 1/2" 3' - 5" 8' - 6" 7' - 0"
2' - 5"10"
1' - 7 1/2"11' - 10 1/2" 11' - 1" 1' - 6" 10' - 9"
1' - 1 1/2"2' - 10"
5"1' - 8"
6' - 11 1/2" 11' - 10 1/2" 2' - 4 1/2" 6' - 11" 2' - 7" 10' - 9"
9
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
7
2
1
1
1
1
1
1 1 1 1
11
1 1 1 1
1 1 1 1
1 1 1 1
2
2 2
3 3
3 3
5
2
3
5
2
110 10 10
11
12
EXISTING CONTROL JOINT
CONCRETE LEGENDNEW CONCRETE
NEW CONTROL JOINT
EXISTING EXPANSION JOINT
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
George F. Esser, ArchitectMO #004231
OFFICE OFADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN ANDCONSTRUCTION
DEPARTMENT OF AGRICULTURE
REPLACE ROOFS & RENOVATE STOCK PENSSHEEP PAVILION
MISSOURI STATE FAIRGROUNDSSEDALIA, MISSOURI65301
PROJECT # F1907-01SITE # 1501ASSET # 3511501036
REVISION:DATE:
REVISION:DATE:
REVISION:DATE:
ISSUE DATE:
CAD FILE:DRAWN BY:CHECKED BY:DESIGNED BY:
SHEET TITLE:
SHEET NUMBER:
OF SHEETS
KXHGFEGFE
LEVEL 1 FLOORPLAN - ZONE 3
A-114-AUG 01, 2019-
-AUG 01, 2019-
1 2 3
4
KEY PLAN
561/8" = 1'-0"A-1141 LEVEL 1 FLOOR PLAN - ZONE 3
PLAN NORTH
SHEET KEYNOTES NEW WORK1 NEW 6" REINFORCED CONCRETE SLAB2 EXISTING CONTROL JOINT TYP3 EXISTING EXPANSION JOINT TYP4 ALTERNATE 1 NEW STEEL BUILDING AND SLAB5 NEW CONTROL JOINT TYP6 NO CHANGES TO EXISTING BATH STRUCTURE7 RE-SQUARE AND PLUMB COLUMNS. RE-TORQUE
ALL FASTENERS AND BRACES TO EXISTINGHARDWARE SPECIFICATIONS. PRIME AND PAINTPER SPECIFICATIONS
8 NEW BUILDING, SEE A-411 FOR DETAILS9 ALTERNATE 1 REUSE EXISTING RIGID MAIN FRAME
COLUMNS AND ROOF PURLINS REMOVED ANDRE-CONFIGURED FOR NEW WASH BLDG.
10 NEW 3' X 4' X 6" CONCRETE PAD WITH 6" PIPEBOLLARDS
11 12" SCH 40 PVC DOWNSPOUT FROM SCUPPER TOSTORM WATER SYSTEM TYP
12 EXISTING STRUCTURE TO REMAIN IF ALTERNATE 1IS NOT ACCEPTED.
13 16" CMP SLOT DRAIN
20
NOT USED--------------------------------------------------------------
NOT USED--------------------------------------------------------------
NOT USED--------------------------------------------------------------
NOT USED--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
NOT USED--------------------------------------------------------------
NOT USED--------------------------------------------------------------
NOT USED--------------------------------------------------------------
NOT USED--------------------------------------------------------------------------------------------------------------------------------------------NOT USED--------------------------------------------------------------
-
4 5 6 8 9
B
C
D
F
G
4.5 6.5 8.5
E
A
5.5 5.6
A-1
B-1
7.97.3
1A-312
2A-311
1S-311
1A-311
20' -
3"
6' -
5"5'
- 0"
25' - 3" 4' - 0"
20' -
6"
20' - 0" 8' - 11"
18' -
0"
1' - 6"
MAT
CH
LIN
E
MAT
CH
LIN
E
MATCHLINEMATCHLINE
/1 A-113/1 A-112 /1 A-114/1 A-112
A-4111
7' -
0"
9' - 6" 1' - 6" 11' - 1" 7' - 0" 2' - 6" 9' - 6" 8' - 3" 2' - 7" 8' - 2 1/2" 9' - 6" 1' - 6" 21' - 6" 10' - 0" 10' - 0" 10' - 0" 10' - 1 1/2" 8' - 6" 1' - 6" 11' - 10 1/2" 11' - 10 1/2"
6' -
0"13
' - 0
"4'
- 10
"6'
- 2"
13' -
0"
11' -
0"
13' -
0"
6' -
10"
5' -
2"13
' - 0
"5'
- 8"
2' -
4"6"
6' - 4" 10' - 8 1/2" 10' - 0"3' - 0 1/2"
6' - 11 1/2" 4' - 0 1/2"2' - 11 1/2"
9' - 9 1/2" 6' - 4"
6' - 0" 12' - 9 1/2" 10' - 11 1/2" 11' - 6 1/2" 12' - 2 1/2" 6' - 4"
4
6
8
7 77
7
7
7
7
7
7
7
7
7
7
1 1
1
3
5
2
1
1
1
1
2S-311
2A-312
13
EXISTING CONTROL JOINT
CONCRETE LEGENDNEW CONCRETE
NEW CONTROL JOINT
EXISTING EXPANSION JOINT
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
George F. Esser, ArchitectMO #004231
OFFICE OFADMINISTRATIONDIVISION OF FACILITIESMANAGEMENT,DESIGN ANDCONSTRUCTION
DEPARTMENT OF AGRICULTURE
REPLACE ROOFS & RENOVATE STOCK PENSSHEEP PAVILION
MISSOURI STATE FAIRGROUNDSSEDALIA, MISSOURI65301
PROJECT # F1907-01SITE # 1501ASSET # 3511501036
REVISION:DATE:
REVISION:DATE:
REVISION:DATE:
ISSUE DATE:
CAD FILE:DRAWN BY:CHECKED BY:DESIGNED BY:
SHEET TITLE:
SHEET NUMBER:
OF SHEETS
KXHGFEGFE
LEVEL 1 FLOORPLAN - ZONE 4
A-115-AUG 01, 2019-
-AUG 01, 2019-
1 2 3
4
KEY PLAN
561/8" = 1'-0"A-1151 LEVEL 1 FLOOR PLAN - ZONE 4
PLAN NORTH
SHEET KEYNOTES NEW WORK1 NEW 6" REINFORCED CONCRETE SLAB2 EXISTING CONTROL JOINT TYP3 EXISTING EXPANSION JOINT TYP4 ALTERNATE 1 NEW STEEL BUILDING AND SLAB5 NEW CONTROL JOINT TYP6 NO CHANGES TO EXISTING BATH STRUCTURE7 RE-SQUARE AND PLUMB COLUMNS. RE-TORQUE
ALL FASTENERS AND BRACES TO EXISTINGHARDWARE SPECIFICATIONS. PRIME AND PAINTPER SPECIFICATIONS
8 NEW BUILDING, SEE A-411 FOR DETAILS9 ALTERNATE 1 REUSE EXISTING RIGID MAIN FRAME
COLUMNS AND ROOF PURLINS REMOVED ANDRE-CONFIGURED FOR NEW WASH BLDG.
10 NEW 3' X 4' X 6" CONCRETE PAD WITH 6" PIPEBOLLARDS
11 12" SCH 40 PVC DOWNSPOUT FROM SCUPPER TOSTORM WATER SYSTEM TYP
12 EXISTING STRUCTURE TO REMAIN IF ALTERNATE 1IS NOT ACCEPTED.
13 16" CMP SLOT DRAIN
21
NOT USED--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
NOT USED--------------------------------------------------------------------------------------------------------------------------------------------
NOT USED--------------------------------------------------------------------------------------------------------------------------------------------