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EXISTING CONT"
EXISTING SPOT ELEVATIaN
PRWOSkO CONTOUR
In ORA
SEE TT�I I. F GiSTRIk TYPE
DRAINAliat PIPE
'DOk Dili S(INC
'All, KFW KL Olt,
NOTES:
I. SEE SEPARATE DF rA, FOP PJWF -LOUSE 8,l DIMENSIONS AND GRADE.
2. 90 CONSTRUCTION i' PERM TED :N 'HL ExCiPTION AREAS UNTIL THOSE
AREAS ARE RELEASE,C, :'GR "DN!-,TR'JCTjON BY '"NE DESIGNER.
`l. CONSTRUCTION WS' WCr Of -1ARWE! ORDINANCES.
PUMP HOUSE
S1 TE PL AN EXHIBI T
WOODLAND
COUNTRY
CLUB
Carmel, Indiana
A =0012 OF AN sumw is aw rw cojEn
Proparod For:
Woodland Country Club
Woodland Country Club
100 Woodland Lane
Carmel, Indiana 48032
Board Members
Clint Bucher Phillip Minton
Al Paison Tom Farris
Russ Bachman Art Fisher
John Hart Steve Hokangon
Michael Kerr Robert Kirk
Jeff Meyerrose Ted Mullett
Propar*d By
Pete Dye, Inc,
3247 Polo Drive, Gulf Stream
Delray Beach, Florida
olmj
Tim Liddy (Contact Person)
Liddy Associates
Muncie, Indiana 47304-9710
Phone (317) 759-8697
Fax (317) 759-8697
Engineering:
CDG Consulting, L.L.C,
Jay B. Gibson
Irrigation:
Tony Altum
A.S. Altum & Associates
June 5, 2001
Scale: 1"-150'
N. PJA." AD RWAO. R...L Z..0 A-
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6x6xW1.4xW1.4 WWF OVER 6 MIL
VAPOR BARRIER
FINISHED FLOOR
EES. +0 _a'
6" COMPACTED GRANULAR FILL)
2"x24" RIGID INSULATION
8" SPLIT FACED BLOCK W/
HORIZ. REINF. EVERY 2ND
BLOCK COURSE.
1/2" EXPANSION JOINTS
4" CONCRETE SLAB
SLOPE _�
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POURED CONCRETE FOOTING WITH
o ` (2) #5 REBARS CONTINUOUS
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FOUNDATION SECTION
SCALE: 1/2" = V-0"
AAS A"
ASPHALT PAVING
® ALL DOOR OPENING ® ALL DOOR OPENING
TURN IN TO SIDEWALK TURN IN TO SIDEWALK
48'-102"
FOUNDATION PLAN
Al SCALE: 1/4" = V-0"
/ 8" SPLIT FACED BLOCK W/
HORIZ.
4" CONCETE FLOOR SLAB BLOCK WITH REINF. EVERY 2ND
6x641.441.4 WWF OVER 6 MIL BLOCK COURSE.
VAPOR BARRIER
FINISHED FLOOR Ll
7 4" COMPACTED GRANULAR FILL 0
78"CONCRETEBLOCK
2"x24" RIGID INSULATION
POURED CONCRETE FOOTING WITH
o a ° (2) #5 REBARS CONTINUOUS
< ° d
2'-0"
3 FOUNDATION SECTION
Al SCALE: 1/2" = V-0"
6' CONCETE FLOOR SLAB WITH
6x6xW1.4xW1.4 WWF OVER 6 MIL
VAPOR BARRIER
FINISHED FLOOR
ELEV. +0'-0'
8' SPLIT FACED BLOCK W/
HORIZ. REINF. EVERY 2ND
BLOCK COURSE.
#4 BENT BARS 0 16" O.C.
4" CONCRETE SLAB
SLOPE
FOUNDATION NOTES
1. CONCRETE FOOTINGS DESIGN BASED ON ASSUMED 1500 PSF SOIL BEARING CAPACITY.
2. ALL READY - MIX CONCRETE SHALL HAVE A MINIMUM STRENGTH OF 4000 PSI
AT 28 DAYS.
3. CONTRACTOR SHALL MODIFY FOOTING DESIGN AS REQUIRED TO COMPLY WITH SITE
CONDITIONS AND LOCAL BUILDING CODES AFTER CONSULTING WITH ARCHITECT.
4. ALL FOOTINGS SHALL BE PLACED ON UNDISTURBED SOIL AND BELOW FROST LINE.
5. PROVIDE APPROVED SOIL TREATMENT FOR TERMITE CONTROL UNDER FLOOR SLAB
AND SIDEWALKS.
6. ALL FLOOR SLABS ARE FULL 6" OR 4" THICK WITH WIRE MESH REINFORCING- SEE PLANS
7. ALL EXTERIOR SLABS SHALL BE NATURAL GRAY CONCRETE, AIR -ENTRAINED
WITH BROOM FINISH. PROVIDE TOOLED JOINTS AT 5-0" O.C. AND EXPANSION JOINTS AT
20'-0" O.C.
8. PROVIDE 6" OR 4" MINIMUM COMPACTED SAND OR PEA GRAVEL FILL UNDER ALL SLABS AND
SIDEWALKS. PROVIDE SAND OR PEA GRAVEL BACKFILL AROUND ALL FOUNDATION WALLS -SEE PLANS
g PROVIDE 2" X 48" HORIZONTAL STYROFOAM PERIMETER INSULA11ON ON ALL INSIDE FACES OF
ALL FOUNDATION WALLS.
10. CONTRACTOR SHALL VERIFY ALL LAY OUT DIMENSIONS.
0
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6" COMPACTED GRANULAR FILL N
8" CONCRETE BLOCK
2"x24" RIGID INSULATION
POURED CONCRETE FOOTING WITH
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° d
2'-0"
n FOUNDATION SECTION
SCALE: 1/2" = V-0"
CARMEL FIRE DEPARTMENT
ASPHALT PAVING PLAN REVIEW
Receive
Reviewed
Released
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St. Permit City Permit
Rc'. - .ed
Title
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EXHAUST FAN/LOUVER
W/ INSECT SCREEN
CONTRACTOR SHALL BUILD
CONCRETE BLOCK AROUND
8"0 DISCHARGE PIPE
AND SEAL OPENING
PLUMBING CHASE
I
OPERABLE LOUVER I
w/ INSECT SCREEN
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AND SEAL OPENING
4"� STRAINER DISCHARGE PIPE VERIFY SIZE &LOCATION
r- -------------------------------------
1—
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\ 6'-48" I �, PLUMBING CHASE
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------------ - -- I 1-----
8"x8" VENTS TYP. ( 1
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1 Of
4" CONC. SLAB o I
- - - -- - - ---- - - ---�. - -_ - - -
L_ --------------- ----------------1--
- - - - - - - - - - -
34n 34"
12'-04" 12'-04" 12'-04" 12-04 3"
FLOOR PLAN
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1/4" = 1'-0"
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DOOR SCHEDULE
NO.
DOOR SIZE
ELEV.
MATERIAL
REMARKS
DOOR
FRAME
D01
PR. 4'-0"x 7'-0"x 1 3/4"
E-1
H.M.
H.M.
ONE LEAF TO BE LATCHABLE
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6X6 TREATED POSTS TYP.
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GENERAL NOTES:
1. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS.
2. ALL DIMENSIONS ARE NOMINAL, ACTUAL ROOM DIMENSIONS MAY VARY
SLIGHTLY FROM DIMENSIONS INDICATED.
3. GENERAL CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL MECHANICAL
AND ELECTRICAL AND PROVIDE OPENINGS AS REQUIRED.
4. GENERAL CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER TRADES
FOR A COMPLETE AND OPERATIONAL JOB.
5. ALL WORK SHALL COMPLY WITH ALL PREVAILING NATIONAL, STATE, AND LOCAL
CODES AND REGULATIONS.
6. ALL READY -MIX CONCRETE SHALL BE AS NOTED ON FOUNDATION PLANS.
7. PROVIDE APPROVED SOIL TREATMENT FOR TERMITE PROTECTION UNDER FLOOR
SLAB AND SIDEWALKS.
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NAME
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FRAMING
28'- 0"
ROOF FRAMING PLAN
SCALE: 1/4" = 1'-0"
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TRUSS "A"
6'-0" 1 5-10-1/4"
CONVEN11ONAL
FRAMING
WOOD NOTES:
1. ALL WOOD FRAMING, CONNECTIONS, AND ERECTION SHALL
CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD
CONSTRUCTION.
A. ROOF DECK SHALL BE 5/8" APA RATED SHEATHING,
32/16, EXPOSURE 1, WITH 10D NAILS AT 6" O.C. AT
EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. USE
PANEL CLIPS BETWEEN PANELS.
B. SILL PLATES BEARING ON CONCRETE OR MASONRY SHALL
BE TREATED NO. 2 SOUTHERN PINE.
2. ALL MANUFACTURED CONNECTORS SHALL BE SIMPSON STRONG -TIE
OR EQUAL.
3. ALL WOOD TRUSSES SHALL BE DESIGNED AND SUPPLIED BY THE
TRUSS MANUFACTURER. TRUSS DESIGN SHALL BE IN ACCORDANCE
WITH THE APPLICABLE PROVISIONS OF THE LATEST EDITION OF "THE
NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" AND "THE
DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSSES"
OF THE TRUSS PLATE INSTITUTE.
A. ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOADS:
TOP CHORD DEAD 15 PSF
TOP CHORD LIVE 20 PSF SNOW + DRIFTING
BOTTOM CHORD DEAD 10 PSF
BOTTOM CHORD LIVE 10 PSF
B. PRIOR TO FABRICATION, TRUSS MANUFACTURER SHALL
PROVIDE SHOP DRAWINGS SHOWING TRUSS ERECTION PLAN,
TRUSS CONFIGURATIONS, MEMBER SIZES, TYPE AND GRADE
OF LUMBER, AND BRACING REQUIREMENTS.
C. TRUSS MANUFACTURER SHALL VERIFY ALL DIMENSIONS
GIVEN ON TRUSS DIAGRAMS PRIOR TO SUBMITTAL OF SHOP
DRAWINGS.
D. SHOP DRAWINGS SHALL BE CERTIFIED BY AN ENGINEER
REGISTERED IN THE STATE WHERE THE PROJECT IS
LOCATED.
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TRUSS DESIGN IS TO BE BASED ON 24" O.C. TYPICAL SPACING.
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1.1'4" i. J -Z,2 L /I -u Ll -b I
TRUSS "A"
6'-0" 1 5-10-1/4"
CONVEN11ONAL
FRAMING
WOOD NOTES:
1. ALL WOOD FRAMING, CONNECTIONS, AND ERECTION SHALL
CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD
CONSTRUCTION.
A. ROOF DECK SHALL BE 5/8" APA RATED SHEATHING,
32/16, EXPOSURE 1, WITH 10D NAILS AT 6" O.C. AT
EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. USE
PANEL CLIPS BETWEEN PANELS.
B. SILL PLATES BEARING ON CONCRETE OR MASONRY SHALL
BE TREATED NO. 2 SOUTHERN PINE.
2. ALL MANUFACTURED CONNECTORS SHALL BE SIMPSON STRONG -TIE
OR EQUAL.
3. ALL WOOD TRUSSES SHALL BE DESIGNED AND SUPPLIED BY THE
TRUSS MANUFACTURER. TRUSS DESIGN SHALL BE IN ACCORDANCE
WITH THE APPLICABLE PROVISIONS OF THE LATEST EDITION OF "THE
NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" AND "THE
DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSSES"
OF THE TRUSS PLATE INSTITUTE.
A. ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOADS:
TOP CHORD DEAD 15 PSF
TOP CHORD LIVE 20 PSF SNOW + DRIFTING
BOTTOM CHORD DEAD 10 PSF
BOTTOM CHORD LIVE 10 PSF
B. PRIOR TO FABRICATION, TRUSS MANUFACTURER SHALL
PROVIDE SHOP DRAWINGS SHOWING TRUSS ERECTION PLAN,
TRUSS CONFIGURATIONS, MEMBER SIZES, TYPE AND GRADE
OF LUMBER, AND BRACING REQUIREMENTS.
C. TRUSS MANUFACTURER SHALL VERIFY ALL DIMENSIONS
GIVEN ON TRUSS DIAGRAMS PRIOR TO SUBMITTAL OF SHOP
DRAWINGS.
D. SHOP DRAWINGS SHALL BE CERTIFIED BY AN ENGINEER
REGISTERED IN THE STATE WHERE THE PROJECT IS
LOCATED.
TRUSS "B"
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0
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WEB MEMBERS - 2X4 NO. 3 DOUGLAS FIR OR PINE OR AS REQUIRED.
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TRUSS DESIGN SHOWN IS SUGGESTED METHOD ONLY. FINAL TRUSS
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CONFIGURATIONS AND CONNECTIONS SHALL BE DETERMINED BY TRUSS
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TRUSS MANUFACTURER SHALL PROVIDE COMPLETE DESIGN CALCULATIONS
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THE STATE OF INDIANA TO THE ARCHITECT FOR APPROVAL.
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TRUSS DESIGN IS TO BE BASED ON 24" O.C. TYPICAL SPACING.
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ALL STRUCTURAL ELEMENTS SHALL BE DESIGNED AND INSTALLED IN
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7.
VERIFY ALL DIMENSIONS & CONDITIONS BEFORE FABRICATING TRUSSES.
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5-1-2001
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PROJECT NO.
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DRAWING SCALE
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1 /4" = 1'-0"
1/4"=12-0"
FILE NAME
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PLAN
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3 LEFT ELEVATION
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TERIOR
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SHEET NO.
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1x8 STAINED CEDAR FASCIA J _/
1/2' PLW00D SOFFIT W/ CONT.
2" WIDE SOFFIT VENTING- PAINTED
2x WOOD BLOCKING
10 CEDAR -PAINTED
2-2x12 TREATED BEAMS -PAINTED
TREATED 2x6 WOOD -PAINTED —�
BETWEEN 6x6 POSTS
TREATED 44 WOOD -PAINTED —
ORNAMENTAL POST BRACKETS
TREATED 6x6 POSTS -PAINTED
METAL POST BASE FOR 6x6 WOOD POST-TYP.
ASPHALT PAVING
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WOOD TRUSSES ® 24" O.C.
5/8" CDX EXTERIOR PLYWOOD ROOF SHEATHING
W/ CLIPS, ONE(1) LAYER OF 15# ASPHALT ROOFING
FELT, AND CEDAR WOOD SHAKE SHINGLE MATERIAL
12 /
POURED CONCRETE FOOTING
W/ 2-#5 REBARS CONT.
5/8" CDX EXTERIOR PLYWOOD ROOF SHEATHING
W/ CLIPS, ONE (1) LAYER OF 15# ASPHALT ROOFING
FELT, AND CEDAR WOOD SHAKE SHINGLE MATERIAL
REMOVABLE ROOF HATCH
5/8" CDX EXTERIOR PLYWOOD ROOF SHEATHING
W/ CLIPS, ONE (1) LAYER OF 15# ASPHALT ROOFING
FELT, AND CEDAR WOOD SHAKE SHINGLE MATERIAL
WITH PANEL LOCKING MECHANISM
— METAL DRIP FLASHING UNDER
CEDAR SHINGLES ON TOP OF PANEL -
DRIP FLASHING TO OVERLAP PERIMETER
CURB FLASHINGS
METAL PERIMETER FLASHING
AROUND LIFT OFF PANEL
CURBING MEMBERS
WOOD TRUSSES ® 24" O.C.
5/8" CDX EXTERIOR PLYWOOD ROOF SHEATHING
W/ CLIPS, ONE(1) LAYER OF 15# ASPHALT ROOFING
FELT, AND CEDAR WOOD SHAKE SHINGLE MATERIAL
2x8 WOOD TOP PLATE (CONT.)
1 7— �,)
NOTE:
2'-0" HURRICANE CLIPS REQUIRED AT ALL TRUSS BEARING CONNECTIONS 2, 01)
�J 1x8 PAINTED CEDAR FASCIA
1/2' PLWOOD SOFFIT W CONT.
2" WIDE SOFFIT VENTING- PAINTED
2x WOOD BLOCKING
1x3 CEDAR TRIM PAINTED
8" SMOOTH FACE BLOCK ON TOP COURSE
8" SPLIT FACE BLOCK -PAINTED
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T^ imi i v 'MALIC`MMALD
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MECHANICAL NOTES
1.
2.
3.
4.
5.
TO SEWER
ALL MECHANICAL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH ALL PREVAILING CODES AND REGULATIONS.
ALL WORK SHOWN IS NEW AND BY THE MECHANICAL TRADES, UNLESS OTHERWISE NOTED.
THE MECHANICAL CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES.
PROVIDE ALL NECESSARY HANGERS, FASTENERS, CLIPS AND OTHER DEVICES REQUIRED FOR A COMPL =C' '^O
ALL MAIN RUN DUCTS SHALL BE GALVANIZED STEEL WRAPPED WITH FOIL BACK INSULATION.
RANCH DUCTS SHALL BE INSULATED FLEXIBLE DUCT, SIZE SHOWN ON PLANS.
JCTS ARE TO RUN IN TRUSS SPACE ABOVE DRYWALL CEILING.
CONTRACTOR SHALL VERIFY AND COORDINATE ALL ELEMENTS OF THE SYSTEM.
)E FIRE DAMPERS IN ALL LOCATIONS REQUIRED BY BUILDING CODES.
METAL DUCTS FOR EXHAUST & DRYER VENTS SHALL HAVE
FASTENED WITH SHORT METAL SCREWS.
FLUORESCENT FIXIURE WITH MOTION SHUI UrrCLL..v vp(TERIOR UGHTL^lW
IN RESTROOMS MOTION DETECTOR 2
ELECTRICAL NOTES:
1. 4' FLUORESCENT FIXTURE SHOWN SHALL BE LITHONIA
#DW-240-ES-12OV. VAPOR TIGHT FLUORESCENT,
120 VOLT, WITH POLYCARBONATE LENS. COORDINATE
MOUNTING LOCATION AND REQUIREMENTS IN FIELD
PRIOR TO INSTALLATION.
2. COORDINATE EXACT ROUTING OF SECONDARY SERVICE
WITH GENERAL CONTRACTOR AND POWER COMPANY
FOR TRENCH, BACKFILL, CABLE, ETC. IN BASE BID.
REFER TO ONE LINE DIAGRAM FOR ROUTING.
WIRE AND CONDUIT TO BE SIZED AS PER N.E.C.
3. ALL CONDUIT SYSTEM ROUTED IN THE PUMP ROOM
SHELL BE RIGID GALVANIZED HEAVY WALL CONDUIT,
WITH THREADED FITTINGS, BENDS AND WEATHERPROOF
JUNCTION BOXES. FOLLOW LOCAL CODES.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING
480V 3-PHASE POWER TO PUMP STATION. CONTRACTOR
SHALL EMPLOY A LICENSED ELECTRICIAN TO SUPPLY POWER
AND ALL WIRING SHALL COMPLY WITH ALL APPLICABLE
STATE AND LOCAL CODES.
5. GROUNDING OF ENTIRE ELECTRICAL SYSTEM SHALL
BE IN ACCORDANCE WITH 1997 N.E.C. AND LOCAL CODES.
LEGEND
O A SEE NOTE #1
O B INSULATED 4' LONG TUBE FLUORESCENT
LITHONIA #DW -240 -ES -120V WITH COLD WEATHER
BALLAST. SURFACE MOUNTED WITH POLYCARBONATE
LENS.
6 GA
3 PLUMBING PLAN
Al SCALE: 1/4" = 1'-0"
C.O.
WASTE/VENT DIAGRAM
TO SEWER SCALE: NTS
PLUMBING NOTES
1. ALL PLUMBING WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH PREVAILING CODES AND REGULATIONS.
2. ALL FIXTURES SHALL BE NEW AND FIRST QUALITY.
3. WATER SUPPLY AND WASTE SYSTEM SHALL BE PRESSURE TESTED AND ALL DEFECTIVE MATERIALS REPLACED.
4. PROVIDE ISOLATION VALVES IN WATER SUPPLY LINES TO ALL FIXTURES.
5. ALL SANITARY DRAIN LINES SHALL SLOPE AT 1/8" PER FOOT MINIMUM IN BUILDING.
6. PROVIDE ALL NECESSARY CLIPS, HANGERS, FASTENERS AND OTHER DEVICES REQUIRED FOR A COMPLETE JOB.
7. WASTE AND VENT LINES SHALL BE PVC PLASTIC, SERVICE WEIGHT CAST IRON OR AS REQUIRED BY LOCAL PLUMBING CODE.
8. WATER SUPPLY LINES SHALL BE OF TYPE °L" OR "K" COPPER AS REQUIRED BY LOCAL PLUMBING CODES.
9. INSTALL PID RATED SHOCK ABSORBERS IN COLD WATER LINES WHERE REQUIRED.
10. ALL WORK SHALL BE PERFORMED IN A FIRST CLASS MANNER BY EXPERIENCED PLUMBERS.
11. LOCATION OF PIPING SHOWN ON DRAWINGS IS DIAGRAMMATIC. PLUMBING CONTRACTOR SHALL ADJUST
LOCATION OF PIPING AS REQUIRED.
12. PLUMBING CONTRACTOR SHALL PROVIDE ALL PIPING, FIXTURES, VALVES AND FITTINGS REQUIRED TO
MAKE A COMPLETE AND WORKING SYSTEM.
13. CONTRACTOR SHALL SIZE ALL WASTE, VENT AND SUPPLY LINES IN ACCORDANCE WITH PLUMBING CODES.
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