Replace Roofs & Renovate Missouri State Fairgrounds ... · annotation callouts/drawing symbols...

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

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

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


2 HR FIRE


3 HR FIRE


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


DRAWN


DRAWN

A SHEET KEYNOTE

A101

1Ref

1

Ref

1Ref

1

Ref

INTERIOR ELEVATION

A-1011


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


GOVERNOR







REVISION:DATE:

REVISION:DATE:

REVISION:DATE:

ISSUE DATE:


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


GOVERNOR







REVISION:DATE:

REVISION:DATE:

REVISION:DATE:

ISSUE DATE:


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"


80' - 0"



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


6" GRAVEL DRIVE

OFF SITE STRUCTURE

RENOVATED BUILDING


LEGEND

NEW CONCRETE SLAB



GOVERNOR







REVISION:DATE:

REVISION:DATE:

REVISION:DATE:

ISSUE DATE:


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


6" GRAVEL DRIVE

OFF SITE STRUCTURE

RENOVATED BUILDING


LEGEND

NEW CONCRETE SLAB


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


GOVERNOR







REVISION:DATE:

REVISION:DATE:

REVISION:DATE:

ISSUE DATE:


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"


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"


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


GOVERNOR







REVISION:DATE:

REVISION:DATE:

REVISION:DATE:

ISSUE DATE:


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


GOVERNOR







REVISION:DATE:

REVISION:DATE:

REVISION:DATE:

ISSUE DATE:


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


GOVERNOR







REVISION:DATE:

REVISION:DATE:

REVISION:DATE:

ISSUE DATE:


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


GOVERNOR







REVISION:DATE:

REVISION:DATE:

REVISION:DATE:

ISSUE DATE:


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"





GOVERNOR







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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






11

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NOT USED--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

NOT USED--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

NOT USED--------------------------------------------------------------NOT USED--------------------------------------------------------------NOT USED--------------------------------------------------------------

UP

6 8 9

G

H

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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

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MAT

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ATC

HLI

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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





GOVERNOR







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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






12

NOT USED--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

NOT USED--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

NOT USED--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

NOT USED--------------------------------------------------------------

NOT USED--------------------------------------------------------------

10 11 12

F

G

H

I

J

K

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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"





GOVERNOR







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ISSUE DATE:


SHEET TITLE:

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OF SHEETS

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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






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





GOVERNOR







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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






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


GOVERNOR







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REVISION:DATE:

ISSUE DATE:


SHEET TITLE:

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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






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

"


GOVERNOR







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EXISTING / DEMOROOF PLAN

A-107-AUG 01, 2019-

-AUG 01, 2019-

1/16" = 1'-0"A-1071 EXISTING / DEMO ROOF PLAN

56

PLAN NORTH






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


GOVERNOR







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REVISION:DATE:

ISSUE DATE:


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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


CONCRETE LEGENDNEW CONCRETE

NEW CONTROL JOINT



GOVERNOR







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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



NEW CONTROL JOINT



GOVERNOR







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ISSUE DATE:


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SHEET NUMBER:

OF SHEETS

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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









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



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GOVERNOR







REVISION:DATE:

REVISION:DATE:

REVISION:DATE:

ISSUE DATE:


SHEET TITLE:

SHEET NUMBER:

OF SHEETS

KXHGFEGFE


A-114-AUG 01, 2019-

-AUG 01, 2019-

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4

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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



NEW CONTROL JOINT



GOVERNOR







REVISION:DATE:

REVISION:DATE:

REVISION:DATE:

ISSUE DATE:


SHEET TITLE:

SHEET NUMBER:

OF SHEETS

KXHGFEGFE


A-115-AUG 01, 2019-

-AUG 01, 2019-

1 2 3

4

KEY PLAN


PLAN NORTH









21

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