REPLACE ROOFS & RENOVATE EXTERIOR, MULTIPLE ASSETS MISSOURI STATE FAIRGROUNDS OWNER: STATE OF MISSOURI MICHAEL L. PARSON, GOVERNOR DEPARTMENT OF AGRICULTURE MISSOURI STATE FAIRGROUNDS PROJECT MANAGEMENT: OFFICE OF ADMINISTRATION DIVISION OF FACILITIES MANAGEMENT, DESIGN AND CONSTRUCTION DESIGNER: ROBERT ROLLINGS ARCHITECTS, LLC PROJECT NUMBER: F1906-01 SITE NUMBER: 1501 FACILITY NUMBER: 3511501045, 3511501041, 3511501042 SEDALIA, MO SHEET NUMBER: G-001 1 OF 28 SHEETS JULY 26, 2019
28
Embed
REPLACE ROOFS & RENOVATE EXTERIOR, MULTIPLE ASSETS ... 07 29 60... · walkway pads chimney example roof slope through wall scupper overflow scupper ladder slope direction roof drain
This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.
MISSOURI STATE FAIRGROUNDS2503 W. 16TH STSEDALIA, MO 65301
F1906-01
07/26/2019
06/06/2019
ISSUE DATE:
SHEET NUMBER:
SITE # 1501
CHECKED BY: RDRDRAWN BY: AMK
DESIGNED BY: AMK
DATE:REVISION:
FACILITY #'s351150104535115010413511501042
PROJECT #
SHEET TITLE:
REVISION:DATE:
REVISION:DATE:
CAD DWG FILE:
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
1806 West Broadway Boulevard
Sedalia, MO 65301
660.829.9751
BID DOCUMENTS
SHEET OF 28
Robert D. Rollings 2005001208, Certificate of Authority # A-2006003870
OFFICE OF ADMINISTRATION DIVISION OF FACILITIES MANAGEMENT DESIGN AND CONSTRUCTION
1000 W. Nifong Blvd., Bldg. 1.Columbia, Missouri 65202
(573) 447-0292
www.crockettengineering.com
Crockett Engineering Consultants, LLCMissouri Certificate of Authority
#2000151304
ENGINEERING CONSULTANTS
TimberlakeE N G I N E E R I N G
912 Old 63 SouthColumbia, MO 65201
phone 573.875.4365www.timberlakeengineering.com
G-002
GENERALINFORMATION
NOTE:
THESE DRAWINGS, ALONG WITH THE PROJECT SPECIFICATIONS, REPRESENT A UNIFIED SET OF CONSTRUCTION DOCUMENTS. ALL BIDDERS SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL DRAWINGS IN THIS SET, REGARDLESS OF SHEET NUMBER AND DISCIPLINE, AND SHALL BE RESPONSIBLE FOR COORDINATING THEIR WORK WITH THE WORK OF OTHER TRADES. ANY APPARENT DISCREPANCIES BETWEEN DRAWINGS OR BETWEEN THE DRAWINGS AND SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO BIDDING.
DO NOT BID FROM PARTIAL SETS OF BID DOCUMENTS.
BY SUBMITTING A BID, BIDDERS REPRESENT THAT THEY HAVE VISITED THE SITE, BECOME FAMILIAR WITH THE BID DOCUMENTS IN THEIR ENTIRETY AND WITH LOCAL CONDITIONS UNDER WHICH THE WORKS IS TO BE PERFORMED AND HAVE CORRELATED THE BIDDER'S PERSONAL OBSERVATIONS WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.
DESIGN TEAM:
ARCHITECT:ROBERT ROLLINGS ARCHITECTS LLC1806 WEST BROADWAYSEDALIA, MO 65301660.829.9751 FAX: 660.829.9752
MECHANICAL / ELECTRICAL ENGINEERTIMBERLAKE ENGINEERING1104 EAST WALNUTCOLUMBIA, MO 65201573.875.4365 FAX: 573.442.0445
STRUCTURAL ENGINEERCROCKETT ENGINEERING1000 W. NIFONG BLVD., BLDG 1.COLUMBIA, MO 65202573.447.0292
A-110DISCIPLINE
G GENERAL
C CIVIL
D DEMOLITION
S STRUCTURAL
A ARCHITECTURAL
Q EQUIPMENT
M MECHANICAL
FG FUEL GAS
P PLUMBING
E ELECTRICAL
SHEET TYPE DESIGNATOR
0 GENERAL INFORMATION
1 PLANS
2 EXTERIOR ELEVATIONS
3 BUILDING SECTIONS
4 WALL SECTIONS
5 DETAILS
6 ENLARGED PLANS
7 INTERIOR ELEVATIONS
8 STAIRS AND ELEVATORS
9 SCHEDULES
SHEET IN SERIES
4
A1.01
SHEET NAMING CONVENTION
SHEET NAMES DO NOT DEFINE LIMITS OF WORK
SHEET ORDER SHEET NUMBER SHEET NAME
1 G-001 COVER SHEET
2 G-002 GENERAL INFORMATION
3 D-121 DEMOLITION PLANS
4 D-501 DEMOLITION DETAILS
5 S-101 STRUCTURAL DETAILS
6 A-110 OVERALL FLOOR PLAN & REFLECTED CEILING PLAN
7 A-111 HEAVY HORSE REFLECTED CEILING PLAN
8 A-112 CAULFIELD BLDG. / LIGHT HORSE REF. CEILING PLAN
9 A-113 LIGHT HORSE REFLECTED CEILING PLAN
10 A-121 OVERALL ROOF PLAN
11 A-122 HEAVY HORSE ROOF PLAN
12 A-123 CAULFIELD BLDG. / LIGHT HORSE ROOF PLAN
13 A-124 LIGHT HORSE ROOF PLAN
14 A-201 EXTERIOR ELEVATIONS
15 A-301 BUILDING SECTIONS
16 A-401 DETAIL SECTIONS
17 A-402 DETAIL SECTIONS
18 A-403 DETAIL SECTIONS
19 A-501 SHINGLE & SIDING DETAILS
20 A-502 ROOFING DETAILS
21 A-503 ROOFING DETAILS
22 EP-100 POWER PLAN - HEAVY HORSE
23 EP-101 POWER PLAN - CAULFIELD BLDG. / LIGHT HORSE
24 EP-102 POWER PLAN - LIGHT HORSE
25 EL-100 LIGHTING PLAN - HEAVY HORSE
26 EL-101 LIGHTING PLAN - CAULFIELD BLDG. / LIGHT HORSE
27 EL-102 LIGHTING PLAN - LIGHT HORSE
28 ED-100 POWER & LIGHTING DETAILS & SCHEDULES
GENERAL NOTES ARE INTENDED TO SUPPLEMENT THE DRAWINGS AND SPECIFICATIONS. NOT ALL NOTES APPLY TO THIS PROJECT. SPECIFIC TRADE NOTES TAKE PRECEDENCE OVER THESE GENERAL NOTES.
NOTE: THESE DRAWINGS ARE FOR THIS SPECIFIC BUILDING AND NO OTHER USE IS AUTHORIZED. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR EMBEDDED ITEMS NOT SHOWN HEREIN AND TO VERIFY SIZE AND LOCATION OF ALL OPENINGS. BEFORE EXECUTING ANYTHING HEREIN SHOWN, THE CONTRACTOR SHALL EXAMINE ACTUAL JOB CONDITIONS AND REPORT TO THE ARCHITECT ANY ERROR, OMISSION, OR DIFFICULTY AFFECTING THE WORK.
NOT TO SCALEG-002
2 SITE MAP, SEDALIA, MO
12" = 1'-0"G-002
3 PROJECT LOCATION
SHOW HORSE BARN 1 (HEAVY HORSES)
SHOW HORSE BARN 3 (CAULFIELD BLDG./LIGHT HORSES)
SHOW HORSE BARN 2 (LIGHT HORSES)
2
G_02
1
2, 17
2,17
3
3
8888
8 8 8 8
5
5
5
1,4,6,71,4,6,71,4,6,7
1,4,6,7 1,4,6,7 1,4,6,7
1,4,6,71,4,6,71,4,6,71,4,6,7
1,4,6,7 1,4,6,7 1,4,6,7 1,4,6,7
1,4
,6,7
1,4
,6,7
1,4
,6,7
1,4
,6,7
1
D-501
1
44
4
4
4
4
4
4
4
4
4
4
4 4
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
5
5
5
5
5
5
5
5
11
2
D-501
DS DS DS DS
DS
DS
DS
DS
DS
DSDSDSDS
DS
DS
DS
DS
DS
DS
3
3
168' - 0"
74
' - 1
0 3
/4"
98
' - 1
"7
4' -
6"
6"
/ 12
"
6"
/ 12
"6
" /
12
"
6"
/ 12
"
1/2
" /
12
"1
" /
12
"1
" /
12
"1
/2"
/ 12
"
6"
/ 12
"
6"
/ 12
"6
" /
12
"
6"
/ 12
"
166' - 6 3/4"
166' - 6"
5
5
5
13' - 9 1/2"
1616
1616
10
10
10
10
10
10
4
D-501
3
D-501
191919
191919
HEAVY HORSE3511501045
LIGHT HORSE3511501041
CAULFIELD BLDG. / LIGHT HORSE3511501042
1
D-501
165' - 10"
12
12
1212
1212
1313
14
14
14
2
D-501
DS DS DS DS
DS
DS
DS
DS
DS
DSDSDSDS
DS
DS
DS
OS
OS
DS
DS
DS
12
161' - 8"
70
' - 0
"1
' - 0
1/2
"1
01
' - 6
1/2
"7
0' -
0"
161' - 8"
6"
/ 12
"
6"
/ 12
"
6"
/ 12
"
6"
/ 12
"
1/2
" /
12
"1
/2"
/ 12
"
6"
/ 12
"6
" /
12
"
6"
/ 12
"6
" /
12
"
15 15 15
1515
13,18, ENTIRE LENGTH OF WALL
19' - 5"32' - 4"
20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20
20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20
44
4
4
4
4
4
4
4
4
4
4
4 4
20
20
20
20
20
20
20
20
20
20
20
20 20
20
20
20
20
20
20
20
20
20
20
20
20
20
ROOF LEGEND: ALL SIZES SHALL BE NOTED, EXCEPT WHEN NOT APPLICABLE. DESCRIPTION MAY BE REQUIRED.
ATTENTION (OR REPAIR) REQUIRED
ROOF CORE
HOT VENT
VENT THROUGH ROOF
FAN
ANTENNA, MAY VARY
EXPANSION JOINT
PONDED WATER
TURBINE
SOIL STACK
DOWNSPOUT
AREA DIVIDER
CURB MOUNTED EQUIPMENT (FANS & VENTS)
HATCH
ROOF TOP UNIT, HVAC
APPROX. PHOTO LOCATION & DIRECTION
GAS LINE
ELECTRICAL CONDUIT
EXISTING ROOF PATCH
WALKWAY PADS
CHIMNEY
EXAMPLE ROOF SLOPE
THROUGH WALL SCUPPER
OVERFLOW SCUPPER
LADDER
SLOPE DIRECTION
ROOF DRAIN
OVERFLOW DRAIN
PITCH POCKET
H
V
FA
T
E AD
E
RUT
P
E
G
P3 FLUE
.25:12
DS
OS OD
1. DEMO EXISTING ASPHALT SHINGLES, ROOF FLASHING AND MEMBRANE TO DECK, TYP.2. DEMO EXISTING EPDM MEMBRANE, TYP.3. DEMO EXISTING STANDING SEAM METAL ROOF AND METAL ROOF RISERS, TYP.4. DEMO EXISTING CORNICE, SOFFIT, FASCIA, GUTTERS, AND DOWNSPOUTS, TYPICAL AT ALL
DORMERS, GABLE ENDS, EAVES, ETC., TYP. (SEE APPENDIX A FOR PHOTOS OF EXISITNG CORNICES)5. DEMO ALL METAL COPING, TYP.6. DEMO ALL LOUVERS, TYP.7. DEMO ALL SIDING AT DORMERS AND GABLE ENDS, TYP.8. SALVAGE EXISTING ROOF VENTS FOR REINSTALLATION, TYP.9. NA10. DEMO METAL COLUMN CAPS, TYP.11. DEMO CONCRETE LOADING RAMPS TO INTERIOR FACE OF MASONRY WALL. DEMO EXISTING GUARD
RAILS, EXISTING STORM DRAINS, AND REMOVE EXTRA SOIL, EXISTING RETAINING WALL TO REMAIN. PREP ENTIRE AREA FOR NEW DRAINS AND CONCRETE, TYP.
12. DEMO EXISTING STRUCTURE AND ROOF DECK BEYOND EXTENTS OF ROT AS REQUIRED IN THESE AREAS, TYP.
13. DEMO EXISTING WOOD STEM WALL AND BASE PLATES, TYP.14. DEMO EXISTING ELECTRICAL SYSTEMS AS INDICATED ON ELECTRICAL DRAWINGS, TYP.15. DEMO EXISTING ROOF DRAIN PIPING, TYP.16. DEMO EXISTING ROOF TRENCH DRAIN, TYP.17. DEMO EXISTING STRUCTURE AND DECKING FOR (1 OR 2) CRICKETS TO ORIGINAL DECK, TYP.18. DEMO TOP 5 COURSES OF EXISTING MASONRY WALL AT LOCATIONS INDICATED , TYP.19. EXISTING STANDING SEAM METAL WALL PANELS TO REMAIN, TYP.20. ALTERNATE 1. DEMO ALL EXISTING WINDOW FRAMES, PLYWOOD INFILL PANELS, AND ANY OTHER
TIMBERTIMBER WORK SHALL CONFORM TO ALL REQUIREMENTS OF THE CURRENT ANSI/AF&PA NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD CONSTRUCTION, WITH THE FOLLOWING SUPPLEMENTAL REQUIREMENTS:1. FOR COMMON MEMBER SIZES, THE SPECIES AND
GRADES SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE:A. 2X4 SPF No.1/No.2B. 2X6 SPF No.1/No.2C. 2X8 DF-L No.2D. 2X10 DF-L S.S.E. 2X12 DF-L S.S.EQUIVALENT (OR BETTER) GRADES & SPECIES MAY BE SUBMITTED FOR THE ENGINEER’S APPROVAL.
2. SIZES SHOWN FOR LUMBER ARE NOMINAL SIZES.3. TIMBER EXPOSED TO WEATHER OR GROUND, OR
IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE-IMPREGNATED BY AN APPROVED PROCESS AND PRESERVATIVE.
4. SPLICING OF JOISTS, STUDS, OR HEADERS IS PROHIBITED EXCEPT AS SHOWN.
5. BOLTS SHALL CONFORM TO ASTM A307. HOLES SHALL BE DRILLED PER SECTION 11.1.2 OF THE 2005 ANSI/AF&PA NDS FOR WOOD CONSTRUCTION.
6. LAG SCREWS AND WOOD SCREWS SHALL BE INSTALLED PER SECTIONS 11.1.3 AND 11.1.4, RESPECTIVELY, OF THE 2005 ANSI/AF&PA NDS FOR WOOD CONSTRUCTION.
7. COMMON NAILS SHALL BE USED, UNLESS NOTED OTHERWISE. IN ADDITION, NAILS SHALL BE GALVANIZED, IF EXPOSED TO WEATHER OR MOISTURE. TOE-NAILS SHALL BE DRIVEN PER SECTION 11.1.5.4 OF THE 2005 ANSI/AF&PA NDS FOR WOOD CONSTRUCTION.
8. FASTENING SHALL BE PER THE IBC MINIMUM FASTENING SCHEDULE, TABLE 2304.10.1, UNLESS NOTED OTHERWISE.
9. CONNECTIONS/CONNECTORS SHALL BE INSTALLED PER MANUFACTURER’S SPECIFICATIONS.
STRUCTURAL STEEL
1. FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE AISC SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS, THE AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES AND CURRENT OSHA STANDARDS.
2. WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992. STRUCTURAL TUBES SHALL CONFORM TO ASTM A500 GRADE B. ALL OTHER STRUCTURAL STEEL SHALL CONFORM TO ASTM A36.
3. BOLTS, UNLESS OTHERWISE SHOWN, SHALL CONFORM TO ASTM A325-N, SIZE AS PER PLAN.
4. ANCHOR BOLTS, UNLESS OTHERWISE SHOWN, SHALL CONFORM TO ASTM F1554 GRADE 36.
5. SPLICING OF STRUCTURAL STEEL IS PROHIBITED EXCEPT AS DETAILED.
6. ALL STRUCTURAL AND MISCELLANEOUS STEEL ITEMS SHALL RECEIVE ONE COAT OF FABRICATOR”S STANDARD RUST INHIBITIVE PRIMER. ALL STEEL SURFACES EMBEDDED IN CONCRETE SHALL NOT BE PAINTED. PREPARATION OF STEEL SURFACES SHALL MEET THE REQUIREMENTS OF THE STEEL STRUCTURES PAINTING COUNCIL (SSPC-SP1) AND THE REMOVAL OF GREASE AND OIL BY SOLVENT CLEANING (SSPC-SP1) AND THE REMOVAL OF MILL SCALE, RUST, WELD FLUX AND SLAG BY HAND TOOL CLEANING (SSPC-SP2). PRIMER SHALL BE APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE BUT NOT LESS THAN A DRY FILM THICKNESS OF 1.5 MILS. ANY SCARRED AREAS SHALL BE TOUCHED UP WITH THE SAME PRIMER AFTER ERECTION.
7. ALL WELDING SHALL BE DONE BY QUALIFIED WELDERS IN ACCORDANCE WITH THE CURRENT EDITION OF THE AWS STRUCTURAL WELDING CODE. WELDING ELECTRODES SHALL BE E70XX.
MIN BEARING
0' - 3"
MIN. BEARING
0' - 3"
NEW (3) TREATED SEL. STR. SP 2X10'S HEADER W/ MIN 3" BEARING, TYP.
HEAVY HORSE CAULFIELD BLDG.
EXISTING MASONRY WALL, TYP.
NEW 5 COURSES ON TOP OF EXISTING MASONRY WALL, TYP.
NEW (3) TREATED SEL. STR. SP 2X10'S W/ MIN 3" BEARING, TYP.
MASONRY BLOCKING AS REQUIRED, TYP.
REPLACE ROOFS & RENOVATE EXTERIOR, MULTIPLE ASSETS MISSOURI STATE FAIRGROUNDS2503 W. 16TH STSEDALIA, MO 65301
F1906-01
07/26/2019
06/06/2019
ISSUE DATE:
SHEET NUMBER:
SITE # 1501
CHECKED BY: RDRDRAWN BY: AMK
DESIGNED BY: AMK
DATE:REVISION:
FACILITY #'s351150104535115010413511501042
PROJECT #
SHEET TITLE:
REVISION:DATE:
REVISION:DATE:
CAD DWG FILE:
STATE OF MISSOURIMICHAEL L. PARSON,GOVERNOR
1806 West Broadway BoulevardSedalia, MO 65301660.829.9751
BID DOCUMENTS
SHEET OF 28
OFFICE OF ADMINISTRATION DIVISION OF FACILITIES MANAGEMENT DESIGN AND CONSTRUCTION
1000 W. Nifong Blvd., Bldg. 1.Columbia, Missouri 65202
(573) 447-0292
www.crockettengineering.com
Crockett Engineering Consultants, LLCMissouri Certificate of Authority
HORSE STALLS IN THESE (2) ROWS TO BE REMOVED BY OWNER PRIOR TO CONSTRUCTION, AND TO BE REINSTALLED BY OWNER AFTER COMPLETION OF REPAIR WORK ON THE WALL, TYP.
HORSE STALLS IN THESE (2) ROWS TO BE REMOVED BY OWNER PRIOR TO CONSTRUCTION, AND TO BE REINSTALLED BY OWNER AFTER COMPLETION OF REPAIR WORK ON THE WALL, TYP.
MISSOURI STATE FAIRGROUNDS2503 W. 16TH STSEDALIA, MO 65301
F1906-01
07/26/2019
06/06/2019
ISSUE DATE:
SHEET NUMBER:
SITE # 1501
CHECKED BY: RDRDRAWN BY: AMK
DESIGNED BY: AMK
DATE:REVISION:
FACILITY #'s351150104535115010413511501042
PROJECT #
SHEET TITLE:
REVISION:DATE:
REVISION:DATE:
CAD DWG FILE:
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
1806 West Broadway Boulevard
Sedalia, MO 65301
660.829.9751
BID DOCUMENTS
SHEET OF 28
Robert D. Rollings 2005001208, Certificate of Authority # A-2006003870
OFFICE OF ADMINISTRATION DIVISION OF FACILITIES MANAGEMENT DESIGN AND CONSTRUCTION
1000 W. Nifong Blvd., Bldg. 1.Columbia, Missouri 65202
(573) 447-0292
www.crockettengineering.com
Crockett Engineering Consultants, LLCMissouri Certificate of Authority
#2000151304
ENGINEERING CONSULTANTS
TimberlakeE N G I N E E R I N G
912 Old 63 SouthColumbia, MO 65201
phone 573.875.4365www.timberlakeengineering.com
A-301
BUILDING SECTIONS
1/8" = 1'-0"A-301
1 BUILDING SECTION 1
1/8" = 1'-0"A-301
2 BUILDING SECTION 2
1/8" = 1'-0"A-301
3 BUILDING SECTION 3
15
A_SC_15
-1/2" HIGH DENSITY COVER BOARD FASTENED PER MFR RECOMMENDATIONS-TPO 60 MIL MEMBRANE FULLY ADHERED PER MFR RECOMMENDATIONS, TYP.
NEW SOLID WOOD DECKING WHERE INDICATED ON PLAN AND REQUIRED BY INSTALLATION OF NEW DRAINS, TYP.
REINFORCED STRUCTURE, TYP.
NEW ROOF DRAIN COMBO, PRIMARY / OVERFLOW, TYP.
TPO CRICKET BEYOND, TYP.
-1/2" HIGH DENSITY COVER BOARD FASTENED PER MFR RECOMMENDATIONS
-TPO 60 MIL MEMBRANE FULLY ADHERED PER MFR RECOMMENDATIONS, TYP.
NEW SOLID WOOD DECKING, TYP.
REINFORCED STRUCTURE, TYP.
NEW STEM WALL, TYP.
NEW WOOD CRICKET W/ 5/8" SHEATHING, TYP.
EXISTING SHEATHING, TYP.
NEW 8" OVERFLOW DRAIN LINE SLOPED @ 1/8" PER FOOT, TYP.
NEW 5 COURSES ON TOP OF EXISTING
MASONRY WALL, TYP.
HEAVY HORSE CAULFIELD BLDG.
1' -
4"
EXISTING SOLID WOOD DECKING, TYP
1/2" / 12"
TAPERED INSULATION,TYP.
1/2" / 12"A-503
5
NEW 3" DOWNSPOUT, TYP.
A-502
7
S-101
1
EXISTING MASONRY WALL, TYP.
V.I.F.
1'-0".
NEW 10" MAIN DRAIN LINE SLOPED @ 1/8" PER FOOT, TYP.
CLEVIS HANGARS @ 4'-0" O.C., TYP.
-1/2" HIGH DENSITY COVER BOARD FASTENED PER MFR RECOMMENDATIONS
-TPO 60 MIL MEMBRANE FULLY ADHERED PER MFR RECOMMENDATIONS, TYP.
NEW SOLID WOOD DECKING WHERE INDICATED ON PLAN AND REQUIRED BY
INSTALLATION OF NEW DRAINS, TYP.
REINFORCED STRUCTURE, TYP.
TPO CRICKET BEYOND, TYP.
-1/2" HIGH DENSITY COVER BOARD FASTENED PER MFR RECOMMENDATIONS-TPO 60 MIL MEMBRANE FULLY ADHERED PER MFR RECOMMENDATIONS, TYP.
NEW SOLID WOOD DECKING, TYP.
REINFORCED STRUCTURE, TYP.
NEW BASEPLATE, TYP.
EXISTING SHEATHING, TYP.
NEW 10" MAIN DRAIN LINE SLOPED @ 1/8" PER FOOT, TYP.
CRICKET W/ TAPERED INSULATION AS NEEDED TO DRAIN, TYP.
LIGHT HORSECAULFIELD BLDG.
NEW 3" DOWNSPOUT, TYP.
EXISTING MASONRY WALL, TYP.
S-101
2
1' - 0"NEW 8" OVERFLOW DRAIN LINE SLOPED @ 1/8" PER FOOT, TYP.
1/2" / 12"
NEW ROOF DRAIN COMBO, PRIMARY / OVERFLOW, TYP.
1/2" / 12"
A-503
5
CLEVIS HANGARS @ 4'-0" O.C., TYP.
NOTES: 1. G.C. TO VERIFY ALL ROUGH
OPENINGS IN FIELD, TYP.2. INTENT IS TO COVER EXISTING
WINDOW FRAMING MARKS ON BRICK, TYP.
CAULK ENTIRE PERIMETER OF OPENING AND WINDOW, INTERIOR AND EXTERIOR, TYP.
EXISTING MASONRY WALL, TYP.
EXISTING MASONRY WALL, TYP.
NEW WINDOW FLASHING, TYP.
NEW TREATED 2X8 HEADER AND SUB-FRAME, W/ 7/16 OSB SHEATHING FRONT AND BACK, FRAMED IN PLACE, WRAP FRONT AND BACK IN PRE-FIN. BREAK METAL, COLORED TO MATCH WINDOW TRIM, TYP.
ALUMINUM WINDOW, TYP.
NEW TREATED 2X8 SUB-FRAME, WRAPPED IN PRE-FIN BREAK METAL, TYP.
ATTACH SUB-FRAME W/ MIN (2) NON EXPANDING SCREWS PER SIDE, MAX 1'-0" APART, TYP.
MISSOURI STATE FAIRGROUNDS2503 W. 16TH STSEDALIA, MO 65301
F1906-01
07/26/2019
06/06/2019
ISSUE DATE:
SHEET NUMBER:
SITE # 1501
CHECKED BY: RDRDRAWN BY: AMK
DESIGNED BY: AMK
DATE:REVISION:
FACILITY #'s351150104535115010413511501042
PROJECT #
SHEET TITLE:
REVISION:DATE:
REVISION:DATE:
CAD DWG FILE:
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
1806 West Broadway Boulevard
Sedalia, MO 65301
660.829.9751
BID DOCUMENTS
SHEET OF 28
Robert D. Rollings 2005001208, Certificate of Authority # A-2006003870
OFFICE OF ADMINISTRATION DIVISION OF FACILITIES MANAGEMENT DESIGN AND CONSTRUCTION
1000 W. Nifong Blvd., Bldg. 1.Columbia, Missouri 65202
(573) 447-0292
www.crockettengineering.com
Crockett Engineering Consultants, LLCMissouri Certificate of Authority
#2000151304
ENGINEERING CONSULTANTS
TimberlakeE N G I N E E R I N G
912 Old 63 SouthColumbia, MO 65201
phone 573.875.4365www.timberlakeengineering.com
A-402
DETAIL SECTIONS
3/4" = 1'-0"A-402
1 ROOF SECTION
3/4" = 1'-0"A-402
2 CLERESTORY WALL DETAIL
17
A_DT_17
FIRST FLOOR
0' - 0"
BTM. OF FOOTING
-3' - 8"
NEW RAILING BEYOND, 1 1/2" ROUND, STEEL, SCHEDULE 40,
PAINTED, TYP.
EXISTING RETAINING WALL, TYP.
4" THICK MODOT TYPE 5 CRUSHED LIMESTONE BASE
MATERIAL (CLBM), TYP.
COMPACTED BASE @ 95% (MIN) OF MATERIALS MAXIMUM STD PROCTOR DRY DENSITY, TYP.
5" THICK PORTLAND CEMENT CONCRETE (4000 PSI, 6-SACK MIN MIX W/ 6% AIR ENTRAINMENT) WITH 6x6/W2.9xW2.9
WWF, PLACED 2" FROM THE TOP, TYP.
TOP OF SLAB FLUSH WITH TOP OF RETAINING WALL, INSTALL 1/2"
ASPHALT IMPREGNATED FIBERBOARD, CAULK AT TOP OF
JOINT, TYP.
1/2" ASPHALT IMPREGNATED FIBERBOARD, CAULK AT TOP OF JOINT, TYP.
NEW DOWNSPOUT, TYP.
EXISTING HOLE, BEYOND, FOR DRAIN PIPE, ENLARGE / MAKE NEW
/ UTILIZE EXISTING AS NEEDED, GROUT AROUND PIPE, TYP.
PRESUMED EXISTING FOOTING, TYP.
EXISTING OVERHEAD DOOR, TYP.
NEW 8" HDPE DRAIN LINE BEYOND @ 1/8" - 12" SLOPE, AT EVERY DOWNSPOUT, VERIFY DEPTH IN FIELD W/ EXISTING OPENINGS IN RETAINING WALL, TYP.
NEW 8" HDPE DRAIN AT EVERY DOWNSPOUT, TYP.
NEW BOLLARD, TYP.
TOP OF NEW LOADING DOCK RAMP FLUSHWITH EXISTING SLABS IN BUILDING, TYP.
NOTES:1. DRAIN DOES NOT OCCUR AT ALL LOCATIONS, VERIFY DRAIN
LOCATIONS IN FIELD, TYP.2. THE LOADING DOCK BAYS ARE THE AREAS BETWEEN THE
OVERHEAD DOORS AND THE RETAINING WALL. THE LOADING DOCK SLAB ARE THE AREAS BETWEEN LOADING DOCK BAYS, TYP.
3. PROVIDE SMOOTH, LEVEL CONCRETE TRANSITION RAMP AT LOADING DOCK BAY FROM OVERHEAD DOOR TO RETAINING WALL, VERIFY SLOPE EXTENTS IN FIELD WITH PROJECT REPRESENTATIVES, TYP.
#4 x 3'-0" @ 2'-0" O.C. W/ 4" EPOXY EMBEDMENT INTO EXISTING CONCRETE AND FIELD BENT INTO SLAB AS REQUIRED, TYP.
#4 x 3'-0" @ 2'-0" O.C. W/ 4" EPOXY EMBEDMENT INTO EXISTING
CONCRETE AND FIELD BENT INTO SLAB AS REQUIRED, TYP.
0' -
10
"
A-403
3
FIRST FLOOR
0' - 0"
BTM. OF FOOTING
-3' - 8"
EXISTING RETAINING WALL, TYP.
1/2" ASPHALT IMPREGNATED FIBERBOARD, CAULK AT TOP OF JOINT, TYP.
4" MODOT TYPE 5 CRUSHED LIMESTONE BASE MATERIAL
(CLBM), TYP.
COMPACTED BASE @ 95% (MIN) OF MATERIALS MAXIMUM STD PROCTOR DRY DENSITY, TYP.
MINMIX W/ 6% AIR ENTRAINMENT) WITH 6x6/W2.9xW2.9 WWF, PLACED
2" FROM THE TOP, TYP.
TOP OF SLAB FLUSH WITH TOP OF RETAINING WALL, INSTALL 1/2"
ASPHALT IMPREGNATED FIBERBOARD, CAULK AT TOP OF
JOINT, TYP.
0' - 10"
NEW 6" BOLLARD, TYP.
ENLARGE EXISTING PENETRATION / MAKE NEW AS REQUIRED, GROUT AROUND PIPE, TYP.
EXISTING HOLE FOR DRAIN PIPE, ENLARGE / MAKE NEW AS NEEDED,
GROUT AROUND PIPE, TYP.
NEW 10" HDPE ROOF DRAIN FROM BUILDING, TYP.
1/8" / 12"
T-JOINT HDPE CLEANOUT, INSTALL SLOTTED HEAD FOR OVERFLOW, DRAIN PIPES AT GROUND LEVEL ARE TO HAVE RESTRAINED / MECHANICAL JOINT/ COUPLINGS, TYP.
0' - 1
0"
0' - 1
0"
NEW RAILING, 1 1/2" ROUND STEEL, SCHEDULE 40, PAINTED, TYP.
NEW 8" NICKEL BRONZE LAMB'S TONGUE W/ CONNECTION TO OVERFLOW DRAIN PIPE, MAKE NEW PENETRATION, GROUT AROUND PIPE, TYP.
NEW 10" HDPE DRAIN LINE @ 1/8" - 12" SLOPE, AT EVERY ROOF DRAIN, VERIFY DEPTH IN FIELD W/ EXISTING OPENINGS IN RETAINING WALL, TYP.
EXISTING FOOTING, V.I.F., TYP.
5
A-403
HEIGHT VARIES, TYP.
NOTES: 1. DRAIN ONLY OCCURS AT NORTH AND SOUTH ENDS OF
CAULFIELD BLDG. / LIGHT HORSE WHERE INTERNAL ROOF DRAINS EXIT THE BUILDING. PROVIDE SIMILAR DETAIL AT ALL OTHER LOADING DOCK SLAB LOCATIONS, TYP.
2. THE LOADING DOCK BAYS ARE THE AREAS BETWEEN THE OVERHEAD DOORS AND THE RETAINING WALL. THE LOADING DOCK SLAB ARE THE AREAS BETWEEN LOADING DOCK BAYS, TYP.
3. SLOPE IN FIELD AS REQUIRED TO PROVIDE SMOOTH, CONTINUOUS CONCRETE TRANSITION FROM LOADING DOCK BAY TO LOADING DOCK BAY, FORM IN FIELD, VERIFY SLOPE EXTENTS IN FIELD WITH PROJECT REPRESENTATIVES, TYP.
NEW 8" HDPE OVERFLOW ROOF DRAIN FROM BUILDING, TYP.
#4 x 3'-0" @ 2'-0" O.C. W/ 4" EPOXY EMBEDMENT INTO EXISTING CONCRETE AND FIELD BENT INTO SLAB AS REQUIRED, TYP.#4 x 3'-0" @ 2'-0" O.C. W/ 4" EPOXY
EMBEDMENT INTO EXISTING CONCRETE AND FIELD BENT INTO
MISSOURI STATE FAIRGROUNDS2503 W. 16TH STSEDALIA, MO 65301
F1906-01
07/26/2019
06/06/2019
ISSUE DATE:
SHEET NUMBER:
SITE # 1501
CHECKED BY: RDRDRAWN BY: AMK
DESIGNED BY: AMK
DATE:REVISION:
FACILITY #'s351150104535115010413511501042
PROJECT #
SHEET TITLE:
REVISION:DATE:
REVISION:DATE:
CAD DWG FILE:
STATE OF MISSOURIMICHAEL L. PARSON,
GOVERNOR
1806 West Broadway Boulevard
Sedalia, MO 65301
660.829.9751
BID DOCUMENTS
SHEET OF 28
Robert D. Rollings 2005001208, Certificate of Authority # A-2006003870
OFFICE OF ADMINISTRATION DIVISION OF FACILITIES MANAGEMENT DESIGN AND CONSTRUCTION
1000 W. Nifong Blvd., Bldg. 1.Columbia, Missouri 65202
(573) 447-0292
www.crockettengineering.com
Crockett Engineering Consultants, LLCMissouri Certificate of Authority
#2000151304
ENGINEERING CONSULTANTS
TimberlakeE N G I N E E R I N G
912 Old 63 SouthColumbia, MO 65201
phone 573.875.4365www.timberlakeengineering.com
A-501
SHINGLE & SIDINGDETAILS
1" = 1'-0"A-501
1 TYPICAL ICE AND WATER BARRIER1" = 1'-0"A-501
2 TYPICAL ICE AND WATER BARRIER EAVE1" = 1'-0"A-501
4 TYPICAL ICE AND WATER BARRIER DORMER1" = 1'-0"A-501
3 TYPICAL ICE AND WATER BARRIER VALLEY
1" = 1'-0"A-501
5 FIBER CEMENT WALL DETAIL1" = 1'-0"A-501
6 FIBER CEMENT ROOF JOIN
1" = 1'-0"A-501
7 FIBER CEMENT CORNER DETAIL
19
A_DT_19
6" = 1'-0"A-501
13 JAMB
6" = 1'-0"A-501
11 HEAD
1/2" = 1'-0"A-501
10 WINDOW TYPES
N/AA-501
8 DOOR TYPEN/AA-501
9 FRAME TYPE
6" = 1'-0"A-501
14 MULLION
6" = 1'-0"A-501
15 SILL 26" = 1'-0"A-501
12 SILL 1
APPROPRIATE MFR FASTENER AND SEAM PLATE AT 12" (304.8 mm) O.C. MAX. (SEE NOTES), TYP.
WELDED SPLICE (SEE NOTES), TYP.
WALL / CURB
TPO BONDING ADHESIVE, TYP.
TPO MEMBRANE, TYP.
USE APPROPRIATE TERMINATION, TYP.
USE APPROPRIATE BASE TIE-IN, TYP.
NOTES:
1. REFER TO MANUFACTURER FOR MOST CURRENT INFORMATION.
2. REFER TO MANUFACTURER'S DETAILS FOR WELD WIDTH.3. MANUFACTURER BATTEN STRIP MAY BE USED IN LIEU OF
SEAM PLATES. POLYMER OR METAL BATTEN STRIP ACCEPTABLE FOR WOOD OR METAL SUBSTRATE. METAL BATTEN MUST BE USED WITH MASONRY SUBSTRATE.
4. IF INTERMEDIATE ATTACHMENT IS REQUIRED, COMPLETE AS FOLLOWS:
-UP TO 3' (1M) WALL HEIGHT- NONE REQUIRED-3' (1M) - 6' (2M) WALL HEIGHT - ONE ATTACHMENT AT 1/2 THE WALL HEIGHT-ABOVE 6' (2M) - ONE ATTACHMENT EVERY 3' (1M)
5. THERE ARE SOME CONDITIONS WHICH DO NOT REQUIRE INTERMEDIATE ATTACHMENT. REFER TO MANUFACTURER APPLICATION SPECIFICATIONS FOR ADDITIONAL INFORMATION.
6. WHEN REINFORCEMENT OF TPO MEMBRANE IS EXPOSED, REFER TO MANUFACTURER'S DETAILS FOR CUT EDGE SEALANT APPLICATION.
WA
LL S
UBS
TR
ATE
TPO MEMBRANE, TYP
TPO BONDING ADHESIVE, TYP.
METAL COUNTERFLASHING BY OTHERS, 3" (76.2 mm) MIN. FACE (SEE NOTES), TYP.
APPROPRIATE MFR FASTENER 12" (304.8 mm) O.C. MAX.
EXISTING STANDING SEAM METAL WALL PANEL FLASHING, TYP.
CONTINUOUS BEAD OF SEALANT OR TPO SEALANT, TYP.
8"
(203.2
mm
) M
IN. A
BO
VE
FIN
ISH
ED
R
OO
F R
EQ
UIR
ED
NOTES:
1. REFER TO MANUFACTURER FOR MOST CURRENT INFORMATION.
2. REGULAR MAINTENANCE OF COUNTERFLASHING AND SEALANTS REQUIRED. NOT INCLUDED AS PART OF THE MANUFACTURER WARRANTY.
3. METAL COUNTERFLASHING SHALL BE 24 GAUGE PRE-FINISHED STEEL OR .031" MIN. ALUMINUM FORMED WITH HEMMED LOWER EDGE.
STANDING SEAM METAL WALL PANELS, TYP.
INSULATION
SUBSTRATE
WALL / CURB
WELDED SPLICE (SEE NOTES), TYP.
TPO MEMBRANE, TYP.
TPO BONDING ADHESIVE (SEE NOTES), TYP.
USE APPROPRIATE TERMINATION, TYP.
PO
SIT
ION
PLA
TE
1/2
" (1
2.7
m
m)
MIN
. A
BO
VE
FIN
ISH
ED
R
OO
F
TPO MEMBRANE MUST EXTEND 1/2" (12.7 mm) BEYOND SEAM PLATE (SEE NOTES), TYP.
TPO BONDING ADHESIVE, TYP.
MFR FASTENER AND SEAMPLATE AT 12" (304.8 mm) O.C. MAX. (SEE NOTES), TYP.
TPO 18" CURB FLASHING OR MEMBRANE, TYP.
NOTES:
1. REFER TO MANUFACTURER FOR MOST CURRENT INFORMATION.
2. REFER TO MANUFACTURER'S DETAILS FOR WELD WIDTH.
3. REFER TO MANUFACTURER'S DETAILS FOR MEMBRANE SECUREMENT AT CORNERS.
4. BONDING ADHESIVE REQUIRED BETWEEN MEMBRANE AND INSULATION FOR FULLY ADHERED SYSTEMS.
5. WHEN REINFORCEMENT OF TPO MEMBRANE IS EXPOSED, REFER TO MANUFACTURER'S DETAILS FOR CUT EDGE SEALANT APPLICATION.
4 1/4" (108 mm) - 5" (127 mm) WIDE WELD
2-3/4" (70 mm)
6" (152 mm) LAP
4 1/4" (108 mm) - 5" (127 mm) WIDE WELD
3-1/4" (83 mm) - 3-3/4" (95 mm)
6" (152 mm) LAP
SLOPE
SLOPE
2" (51 mm) WELD
WHEN POLYESTER REINFORCEMENT OF TPO IS EXPOSED, APPLY CUT EDGE
TREATMENT TO ENTIRE EXPOSED EDGE. REFER TO MANUFACTURER'S NOTES.
MFR FASTENER AND MFR RECOMMENDED SEAM PLATE, TYP.
MFR FASTENER AND BATTEN STRIP, TYP.
NOTES:1. REFER TO MANUFACTURER WEBSITE FOR MOST CURRENT INFORMATION.
6" (152 mm)
TPO MEMBRANE (BOTTOM SHEET)
2"(51 mm)
2-3/4"(70 mm)
6"
(152 m
m)
LA
P
3-1/4" (83 mm) -3-3/4" (95 mm) 6
" (1
52 m
m)
LA
P
WIDE WELD ATTACHMENT FACTORY MARKINGS, TYP.
6" (152 mm) LAPFACTORY MARKINGS, TYP.
MFR FASTENER AND SEAM PLATE, TYP.
STANDARD WELD ATTACHMENT FACTORY MARKING, TYP. MFR FASTENER AND
MFR BATTEN STRIP, TYP.
TPO MEMBRANE (TOP SHEET)
NOTES:
1. REFER TO MANUFACTURER WEBSITE FOR MOST CURRENT INFORMATION.
2. REFER TO MANUFACTURER'S DETAILS FOR WELD WIDTH.
TPO MEMBRANE, TYP.
USE APPROPRIATE BASE TIE-IN DETAIL, TYP.
USE APPROPRIATE TERMINATION, TYP.
WELDED SPLICE AT CURB OR WALL FLASHING (SEE
NOTE #2 & #5), TYP.
TPO T-JOINT COVER (SEE NOTE # 4), TYP.
WELDED SPLICE AT HEADLAP (SEE NOTE #2 & #5), TYP.
TPO MEMBRANE, TYP.
TPO 18" CURB FLASHING OR MEMBRANE, TYP.
NOTES:1. REFER TO MANUFACTURER WEBSITE FOR
MOST CURRENT INFORMATION.2. REFER TO MANUFACTURER
RECOMMENDATION FOR WELD WIDTH.3. T-JOINT COVER REQUIRED FOR .060 GAUGE
MEMBRANE ONLY.4. TPO FLASHING (UNSUPPORTED) (4X4" MIN.
ROUNDED CORNERS) MAY BE USED IN LIEU OF T-JOINT CORNERS.
5. WHEN REINFORCEMENT OF TPO MEMBRANE IS EXPOSED, REFER TO MANUFACTURER RECOMMENDATION FOR CUT EDGE SEALANT APPLICATION.
INSULATIONINSULATION
SUBSTRATE
TPO MEMBRANE, TYP.
COMPRESSION RING, TYP.
STRAINER BASKET, TYP.
SUBSTRATE1/2" (13 mm) MIN.
SEE NOTES
12" (305 mm)1" MAX.(25 mm)
CONTINUOUS BEAD OF WATERBLOCK (SEE NOTE #4), TYP.
BONDING ADHESIVE (ADHERED SYSTEM ONLY), TYP.
SUMP AREA FIELD SEAM REQUIREMENTS:1. IF FIELD SEAM EDGE IS WITHIN 9" (229 mm) OF DRAIN COMPRESSION
RING, TPO TARGET PATCH REQUIRED.2. IF FIELD SEAM EDGE IS WITHIN 9" (229 mm) TO 18" (457 mm) OF DRAIN
COMPRESSION RING, HEAT WELD A LAYER OF TPO FLASHING (UNSUPPORTED) OR TPO MEMBRANE CENTERED OVER SEAM EDGE. FLASHING MUST EXTEND 3" (76 mm) MIN. BEYOND EDGE OF SUMP.
NOTES:1. REFER TO MANUFACTURER WEBSITE FOR THE MOST
CURRENT INFORMATION.2. HOLE IN MEMBRANE SHOULD EXTEND A MINIMUM OF
1/2" (13mm) BEYOND CLAMPING RING AND SHOULD NOT BE SMALLER THAN THE DIAMETER OF THE LEADER PIPE.
3. INSULATION ADJACENT TO DRAIN TO BE APPROPRIATE MANUFACTURER INSULATION WITH APPROPRIATE BONDING SURFACE.
4. MANUFACTURER WATERBLOCK MIN 1/2 OF 10 OZ. (295 ml) TUBE PER 4" DRAIN. USE ADDITIONAL WATERBLOCK FOR LARGER DRAINS.
WALL
COPING ANCHOR CLIP, TYP.
COPING, TYP.
WOOD NAILER(SEE NOTE #3), TYP.
NOTES:1. REFER TO MANUFACTURER WEBSITE FOR
MOST CURRENT INFORMATION2. NON-MFR METAL COPING IS ACCEPTABLE
FOR USE IN THIS DETAIL PROVIDED FABRICATION AND INSTALLATION IS IN ACCORDANCE WITH CURRENT SMACNA RECOMMENDATIONS. HOWEVER WATERTIGHT INTEGRITY OF WALL AND METAL COPING SHALL BE ENSURED BY OTHERS AND BE EXCLUDED FROM WARRANTY COVERAGE IN THE EVENT NON-MFR COPING IS UTILIZED.
3. WOOD NAILER MUST BE INSTALLED TO MEET APPLICABLE BUILDING CODES OR 200 LBS PER LINEAR FOOT IN ANY GIVEN DIRECTION.
4. FASTEN COPING CLEATS PER MFR RECOMMENDATIONS / INSTRUCTIONS.
ANCHOR CLIP FASTENERS (SUPPLIED W/ COPING), TYP.
EXISTING STANDING SEAM METAL WALL PANEL TO REMAIN, TYP.
EXISTING METAL WALL PANEL FLASHING TO REMAIN, TYP.
1. REFER TO MANUFACTURER'S WEBSITE FOR MOST CURRENT INFORMATION
2. NON-MFR METAL COPING IS ACCEPTABLE FOR USE IN THIS DETAIL PROVIDED FABRICATION AND INSTALLATIONS IS IN ACCORDANCE WITH CURRENT SMACNA RECOMMENDATIONS, HOWEVER WATERTIGHT INTEGRITY OF WALL AND METAL COPING SHALL BE ENSURED BY OTHERS AND BE EXCLUDED FROM WARRANTY COVERAGE IN THE EVENT NON-MFR COPING IS UTILIZED
3. NAILER MUST BE INSTALLED TO MEET APPLICABLE BUILDING CODES OR 200 LBS PER LINEAR FOOT IN ANY GIVEN DIRECTION.
4. FASTEN COPING CLEAT AS PER SUPPLIED INSTRUCTIONS.
CUT EDGE SEALANT (SEE NOTE #8), TYP.
TPO BONDING ADHESIVE (OPTIONAL), TYP.
TPO CUSTOM PIPE BOOT, TYP.
CONTINUOUS BEAD OF TPO SEALANT, TYP.
STAINLESS STEEL CLAMPING RING, TYP.
MFR FASTENER AND SEAM PLATE AT 12" (300 mm) O.C. MAX. (SEE NOTES), TYP.
8"
(200 m
m)
MIN
.
WELDED SEAM 2" (50 mm) MIN., TYP.
WELDED SPLICE 2" (50 mm) MIN. (SPLIT BOOT ONLY), TYP.
TPO MEMBRANE, TYP.
T-JOINT PATCH (SEE NOTE #6), TYP.
NOTES
1. REFER TO MANUFACTURE WEBSITE FORTHE MOST CURRENT INFORMATION.
2. REMOVE ALL EXISTING FLASHING, LEAD,ECT. PIPE SURFACE MUST BE FREE OF ALLRUST, GREASE, INSULATION, ETC.
3. PIPE MUST BE ANCHORED TO ENSURESTABILITY.
4. NO WRINKLES OR FOLDS UNDER CLAMPINGWIRING.
5. DO NOT USE WHEN SERVICE LINE TEMPEXCEEDS 160°F. REFER TO MFR. DETAILS.
6. T-JOINT PATCH REQUIRED AT ALL VERTICALTRANSITIONS ON NON-FACTORY WELDS.
7. CUT EDGE SEALANT SHALL BE APPLIED TOANY EDGES WHERE SCRIMREINFORCEMENTS IS EXPOSED PER MFRRECOMMENDATIONS.
Crockett Engineering Consultants, LLCMissouri Certificate of Authority
#2000151304
ENGINEERING CONSULTANTS1000 W. Nifong Blvd., Bldg. 1.
Columbia, Missouri 65202(573) 447-0292
Mark Timberlake, P.E. PE-22105 MO Certificate of Authority #2006012388
JULY 26, 2019
GENERAL NOTES1. REFER TO ED-100 FOR REMAINING POWER NOTES, LEGENDS, DETAILS & SCHEDULES2. EXISTING SOUND SYSTEM SPEAKERS AND ASSOCIATED WIRING TO REMAIN. IF REMOVAL & RELOCATION IS REQUIRED DUE
TO ANY PORTION OF THE RENOVATION, GC SHALL REMOVE SPEAKERS & STORE IN A LOCATION ON SITE DETERMINED BYMISSOURI STATE FAIRGROUNDS. DISCONNECTED WIRES FROM SPEAKERS SHALL BE COILED TO A LOCATION THAT WILL NOTBE DISRUPTED BY CONSTRUCTION & COORDINATED WITH THE MISSOURI STATE FAIRGROUNDS. MISSOURI STATEFAIRGROUNDS WILL REINSTALL SPEAKERS & WIRE UPON COMPLETION OF THE PROJECT / WORK IN THE AREA.
3. ALL RECEPTACLES TO BE GFCI PROTECTED BY GFCI CIRCUIT BREAKERS.
EP-100
POWER PLAN-HEAVY HORSE
POWER PLAN - HEAVY HORSESCALE : 1/8" = 1'
KEY NOTESREMOVE EXISTING 120/240 V, SINGLE PHASE, 40 CIRCUIT, 200 AMP MCB PANEL 'LP' & ASSOCIATED CONDUIT ANDCONDUCTORS FROM SERVICE ENTRANCE. REPLACE WITH NEW 120/240V, SINGLE PHASE, 42 CIRCUIT, 400 AMP MCB PANEL'P1'. RE-FEED WITH NEW CONDUIT & CONDUCTORS FROM SERVICE ENTRANCE. PROVIDE WITH LEVITON SERIES 1000SUB-METER, MODEL # K240-4W OR EQUAL (SEE SPECIFICATIONS FOR ACCEPTABLE EQUALS). SEE 'POWER RISER #1',SHEET ED-100 FOR DETAILS. PROVIDE 3 4" PLYWOOD PERMANENTLY ATTACHED TO HORSE STALL STRUCTURE FOR NEWSURFACE MOUNTED PANEL. VERIFY PANEL IS MOUNTED CLEAR OF SLIDING STALL DOOR. SEE 'ELECTRIC PANELELEVATION #1', SHEET ED100 FOR METER, RECEPTACLE, FAN CONTROL, SWITCH, AND PANEL MOUNTING DETAILS.
1
1
REMOVE EXISTING DUPLEX RECEPTACLE & ASSOCIATED CONDUIT & CONDUCTORS. REPLACE WITH NEW 4 PLEX RECEPTACLE, NEWCONDUIT & CONDUCTORS MOUNTED ON COLUMN. RECEPTACLE TO BE GFCI PROTECTED BY GFCI CIRCUIT BREAKERS
2
2
22
22
2
2
2
2
2 2 2 2 2 2
22
22
3
4
PROVIDE ALTERNATE PRICE TO INSTALL NEW 4 PLEX RECEPTACLE, NEW CONDUIT & CONDUCTORS ON EVERY ADDITIONALCOLUMN WITHOUT AN EXISTING DUPLEX. (ALTERNATE # 2). RECEPTACLE TO BE GFCI PROTECTED BY GFCI CIRCUITBREAKERS.
5
55 5 5
52
55 5
5
5
KEY PLAN
HEAVY HORSE3511501045
F1906-01_1501_E_RC_22
2
P1-2 P1-1 P1-3
P1-4
P1-10P1-8
P1-14
P1-16
P1-9P1-22P1-7
P1-20
+60 +60 +60+60
+60 +60 +60 +60
+60+60+60
+60+60
+60
+60+60
+60
+60 +60
+60 +60 +60
+60+60
+60+60
+60+60+60
+60
+60
+60
2
P1-35,37 P1-39,41'P1' 4
33
FOR BASE BID, PROVIDE JUNCTION BOXES (MOUNTED TO EXISTING BUILDING STRUCTURE AT 22'-0" AFF), CONDUIT, &CONDUCTORS ONLY FOR HIGH VOLUME LOW SPEED FANS. NEW FAN STRUCTURE & FANS TO BE INSTALLED AS ALTERNATE #3.
NEW 3" CONDUIT & CONDUCTORS TO NEW PANEL 'P1'. SEE POWER RISER # 1, SHEET ED-100 FOR CONDUCTOR SIZES &DETAILS.
POWER SYMBOL LEGEND
POWER RECEPTACLEMOUNTING HEIGHT (INCHES)IF OTHER THAN 18" AFF (BOTTOM OF BOX)
GFI DUPLEX CONVENIENCE OUTLET
QUADPLEX CONVENIENCE OUTLET
DATA / TELEPHONE JACK (MOUNTED @ 18" AFF U.N.O.)OUTLET BOX WITH 1" CONDUIT UP TO CEILING SPACE w/ PULL STRING.PHONE & DATA WIRING BY OWNER'S SUBCONTRACTOR.PHONE / DATA CABLING TO BE PLENUM RATED.DATA CABLING TO BE CAT6.
T1 TIMER-1 NIGHT CIRCUITS TIMER - 4 POLE 20 AMP, 120V,MODEL # INTERMATIC T7401BC (SET TO RUN DURING NIGHT HOURS)
FC HVLS FAN CONTROLLER. PROVIDE LOCKABLE BOX/COVER FOR CONTROLS.
P1-6
P1-5P1-18
P1-12
CAULFIELD BLDG. / LIGHT HORSE3511501042
LIGHT HORSE3511501041
RE-FEED OVERHEAD CONDUCTORS FROM EXISTING POLE-MOUNTED TRANSFORMER TO NEW WEATHERHEAD. SEE POWERRISER # 1, SHEET ED-100.
6
6
TO PANEL 'P2'. SEE POWER RISER #1, SHEET ED-100.7
NEW GROUND ROD, SEE 'POWER RISER #1', SHEET ED-100
7
FC
MANUFACTURER FAN CONTROLLER TO BE PROVIDED WITH FAN. SINGLE CONTROLLER TO CONTROL ALL FANS IN THISBUILDING. WIRING TO BE IN 3 4" CONDUIT WITH CAT 5 CONTROL CABLE (TO BE INSTALLED AS PART OF ALTERNATE #3). FANCONTROLLER TO BE PROVIDED WITH VENTED, LOCKABLE THERMOSTAT GUARD.
8
8
88
J J
JJ
KEY NOTES
07/26/2019
SHEET 23 OF 28 07/26/2019
ISSUE DATE:
SHEET NUMBER:
CHECKED BY:DRAWN BY:
DESIGNED BY:
DATE:REVISION:
SHEET TITLE:
REVISION:DATE:
REVISION:DATE:
CAD DWG FILE:
,
BID
DOCUMENTS
Robert RollingsArchitects LLC
912 Old 63 SouthColumbia, MO 65201
phone 573.875.4365www.timberlakeengineering.com
PDHMBTSNK
REPLACE ROOFS &RENOVATE EXTERIOR,MULTIPLE ASSETSMISSOURI STATEFAIRGROUNDS2503 W. 16TH STSEDALIA, MO 65301
Crockett Engineering Consultants, LLCMissouri Certificate of Authority
#2000151304
ENGINEERING CONSULTANTS1000 W. Nifong Blvd., Bldg. 1.
Columbia, Missouri 65202(573) 447-0292
Mark Timberlake, P.E. PE-22105 MO Certificate of Authority #2006012388
JULY 26, 2019
EP-101
POWER PLAN -CAUFIELD BLDG./
LIGHT HORSE
KEY PLANPOWER PLAN - CAULFIELD BLDGSCALE : 1/8" = 1'
REMOVE EXISTING DUPLEX RECEPTACLE & ASSOCIATED CONDUIT & CONDUCTORS. REPLACE WITH NEW GFCI 4 PLEXRECEPTACLE, NEW CONDUIT & CONDUCTORS MOUNTED TO COLUMNS.
1
32 3
1
111
11
112
33 3 3 3
PROVIDE ALTERNATE PRICE TO INSTALL NEW 4 PLEX RECEPTACLE, NEW CONDUIT & CONDUCTORS ON EACH ADDITIONALCOLUMN WITHOUT AN EXISTING DUPLEX. (ALTERNATE # 2). RECEPTACLES TO BE GFCI PROTECTED BY GFCI CIRCUIT BREAKER.
2
3
1
4
1 1
2
1
2
1 2
12
2 1
2 1
1
1
2
11
44
F1906-01_1501_E_RC_23
+60
3 3
P2-1
P2-8P2-3
P2-10
P1-26
P2-18P2-7P2-20
P2-22 P2-9
P2-28P2-11P2-26
+60+60
+60+60 +60 +60
+60+60
+60+60+60
+60+60
+60
+60 +60 +60 +60 +60 +60 +60
+60 +60 +60 +60
+72+72
+72+72
+72+72
+72
+72+72+72+72+72+72
+72
P2-27,29 P2-31,33
P2-39,41
P2-24
5 5
55
REMOVE EXISTING DUPLEX RECEPTACLE & ASSOCIATED CONDUIT & CONDUCTORS (CURRENTLY LOCATED ON FRONT OFHORSE STALLS). REPLACE WITH NEW 4-PLEX RECEPTACLE, NEW CONDUIT & CONDUCTORS MOUNTED TO BRICK WALL ATINDICATED HEIGHT. RECEPTACLES TO BE GFCI PROTECTED BY GFCI CIRCUIT BREAKER.
3
PROVIDE ALTERNATE PRICING TO INSTALL ADDITIONAL 4-PLEX RECEPTACLE MOUNTED TO BRICK WALL AT INDICATEDHEIGHT, NEW CONDUIT, & CONDUCTORS. (ALTERNATE # 2) RECEPTACLE TO BE GFCI PROTECTED BY GFCI CIRCUITBREAKER.
4
5 FOR BASE BID, PROVIDE JUNCTION BOXES (MOUNTED TO EXISTING CEILING STRUCTURE AT 17'-0" AFF), CONDUIT, &CONDUCTORS ONLY FOR HIGH VOLUME, LOW SPEED FANS. FANS TO BE INSTALLED AS ALTERNATE # 3.
6 NEW 120/240 V, 1PH, 225 AMP, 42 CKT PANEL MOUNTED AT COLUMN. PROVIDE WITH LEVITON SERIES 1000 SUB-METER,MODEL # 1K240-2W OR EQUAL (SEE SPECIFICATIONS FOR ACCEPTABLE EQUALS). SEE 'POWER RISER # 1', SHEET ED-100FOR DETAILS. PROVIDE 3 4" PLYWOOD PERMANENTLY ATTACHED TO HORSE STALL STRUCTURE FOR NEW SURFACEMOUNTED PANEL. VERIFY PANEL IS MOUNTED CLEAR OF SLIDING STALL DOOR. SEE 'ELECTRIC PANEL ELEVATION #2' FORRECEPTACLE, FAN CONTROL, SWITCH, AND PANEL MOUNTING DETAILS.
'P2'
6
P2-2 P2-4
P2-6
P2-16
+60 +60
P2-30
P2-35,37
P2-5P2-12
HEAVY HORSE3511501045
CAULFIELD BLDG. / LIGHT HORSE3511501042
LIGHT HORSE3511501041
GENERAL NOTES1. REFER TO ED-100 FOR REMAINING POWER NOTES, LEGENDS, DETAILS & SCHEDULES2. EXISTING SOUND SYSTEM SPEAKERS AND ASSOCIATED WIRING TO REMAIN. IF REMOVAL & RELOCATION IS REQUIRED DUE
TO ANY PORTION OF THE RENOVATION, GC SHALL REMOVE SPEAKERS & STORE IN A LOCATION ON SITE DETERMINED BYMISSOURI STATE FAIRGROUNDS. DISCONNECTED WIRES FROM SPEAKERS SHALL BE COILED TO A LOCATION THAT WILL NOTBE DISRUPTED BY CONSTRUCTION & COORDINATED WITH THE MISSOURI STATE FAIRGROUNDS. MISSOURI STATEFAIRGROUNDS WILL REINSTALL SPEAKERS & WIRE UPON COMPLETION OF THE PROJECT / WORK IN THE AREA.
3. ALL RECEPTACLES TO BE GFCI PROTECTED BY GFCI CIRCUIT BREAKERS
FROM PANEL 'P1'. SEE POWER RISER #1, SHEET ED-100.7
7
FC
8
8
8
8
MANUFACTURER FAN CONTROLLER TO BE PROVIDED WITH FAN. SINGLE CONTROLLER TO CONTROL ALL FANS IN THISBUILDING. WIRING TO BE IN 3 4" CONDUIT WITH CAT 5 CONTROL CABLE (TO BE INSTALLED AS PART OF ALTERNATE #3). FANCONTROLLER TO BE PROVIDED WITH VENTED, LOCKABLE THERMOSTAT GUARD.
8
8
J J
07/26/2019
SHEET 24 OF 28 07/26/2019
ISSUE DATE:
SHEET NUMBER:
CHECKED BY:DRAWN BY:
DESIGNED BY:
DATE:REVISION:
SHEET TITLE:
REVISION:DATE:
REVISION:DATE:
CAD DWG FILE:
,
BID
DOCUMENTS
Robert RollingsArchitects LLC
912 Old 63 SouthColumbia, MO 65201
phone 573.875.4365www.timberlakeengineering.com
PDHMBTSNK
REPLACE ROOFS &RENOVATE EXTERIOR,MULTIPLE ASSETSMISSOURI STATEFAIRGROUNDS2503 W. 16TH STSEDALIA, MO 65301
Crockett Engineering Consultants, LLCMissouri Certificate of Authority
#2000151304
ENGINEERING CONSULTANTS1000 W. Nifong Blvd., Bldg. 1.
Columbia, Missouri 65202(573) 447-0292
Mark Timberlake, P.E. PE-22105 MO Certificate of Authority #2006012388
JULY 26, 2019
EP-102
POWER PLAN-LIGHT HORSE
POWER PLAN - LIGHT HORSESCALE : 1/8" = 1'
KEY NOTESREMOVE EXISTING 120/240V, SINGLE PHASE, 30 CIRCUIT, 150 AMP, 42 CKT MCB PANEL 'LP1' & ASSOCIATED CONDUIT & CONDUCTORSFROM SERVICE ENTRANCE. REPLACE WITH NEW 120/240V, SINGLE PHASE, 225 AMP MCB 42 CIRCUIT PANEL 'P3', RE-FEED WITH NEWCONDUIT & CONDUCTORS FROM SERVICE ENTRANCE. PROVIDE WITH LEVITON SERIES 1000 SUB-METER, MODEL # 1K240-2W OFEQUAL (SEE SPECIFICATION FOR ACCEPTABLE EQUALS). SEE POWER RISER #2, SHEET ED100 FOR DETAILS. SEE 'ELECTRIC PANELELEVATION #3', SHEET ED100 FOR METER, RECEPTACLE, FAN CONTROL, SWITCH, AND PANEL MOUNTING DETAILS.
1
1
REMOVE EXISTING DUPLEX RECEPTACLE & ASSOCIATED CONDUIT & CONDUCTORS. REPLACE WITH NEW 4-PLEXRECEPTACLE, NEW CONDUIT, & NEW CONDUCTORS MOUNTED TO COLUMN. RECEPTACLE TO BE GFCI PROTECTED BY GFCICIRCUIT BREAKER.
2
2 2 2 2
2 2 2 2
6
22
2 2 2
2
2 2 2 2
2
2
REMOVE EXISTING DUPLEX RECEPTACLE & ASSOCIATED CONDUIT & CONDUCTORS. REPLACE WITH NEW DUPLEXRECEPTACLE, NEW CONDUIT & CONDUCTORS.
3
3
33
3
3
4
4
PROVIDE ALTERNATE PRICE TO INSTALL NEW 4 PLEX RECEPTACLE, NEW CONDUIT, AND NEW CONDUCTORS ON EACHADDITIONAL COLUMN WITHOUT AN EXISTING DUPLEX. (ALTERNATE # 2). RECEPTACLE TO BE GFCI PROTECTED BY GFCICIRCUIT BREAKER.
6
66
6
2
66 6 6 6 6
6
KEY PLAN
OWNER'S PHONE/DATA CONTRACTOR TO REPLACE EXISTING TELEPHONE WIRING WITH NEW.7
7
F1906-01_1501_E_RC_24
P3-4
P3-8
P3-12
P3-16 P3-18
P3-3
P3-1
P3-9
3
P3-24
P3-22
P3-26 P3-28
P3-30
8 FOR BASE BID, PROVIDE JUNCTION BOXES (MOUNTED TO EXISTING BUILDING STRUCTURE AT 22'-0" A.F.F.), CONDUIT, &CONDUCTORS ONLY FOR HIGH VOLUME, LOW SPEED FANS. FANS TO BE INSTALLED AS ALTERNATE # 3.
RE-FEED OVERHEAD CONDUCTORS FROM EXISTING POLE-MOUNTED TRANSFORMER TO NEW WEATHERHEAD. SEE POWERRISER # 2, SHEET ED-100.
5 NEW 212" CONDUIT TO PANEL. SEE POWER RISER # 2, SHEET ED-100 FOR CONDUCTOR SIZES & DETAILS.
88
P3-35,37
P3-39,41
5
+60
+60
+60
+60 +60 +60 +60 +60
+60
+60 +60 +60 +60 +60
+60
+60+60+60
+60+60
+60+60
+60
+60 +60
+60 +60
+60 +60
+60
+60
'P3'
P3-2
P3-5
P3-10
+72
P3-32
P3-14
P3-34
P3-11P3-7
P3-20
P3-6
HEAVY HORSE3511501045
CAULFIELD BLDG. / LIGHT HORSE3511501042
LIGHT HORSE3511501041
GENERAL NOTES1. REFER TO ED-100 FOR REMAINING POWER NOTES, LEGENDS, DETAILS & SCHEDULES2. EXISTING SOUND SYSTEM SPEAKERS AND ASSOCIATED WIRING TO REMAIN. IF REMOVAL & RELOCATION IS REQUIRED DUE
TO ANY PORTION OF THE RENOVATION, GC SHALL REMOVE SPEAKERS & STORE IN A LOCATION ON SITE DETERMINED BYMISSOURI STATE FAIRGROUNDS. DISCONNECTED WIRES FROM SPEAKERS SHALL BE COILED TO A LOCATION THAT WILL NOTBE DISRUPTED BY CONSTRUCTION & COORDINATED WITH THE MISSOURI STATE FAIRGROUNDS. MISSOURI STATEFAIRGROUNDS WILL REINSTALL SPEAKERS & WIRE UPON COMPLETION OF THE PROJECT / WORK IN THE AREA.
3. RECEPTACLES TO BE GFCI PROTECTED BY GFCI CIRCUIT BREAKER.
T1FC
9
9
9
9
MANUFACTURER FAN CONTROLLER TO BE PROVIDED WITH FAN. SINGLE CONTROLLER TO CONTROL ALL FANS IN THISBUILDING. WIRING TO BE IN 3 4" CONDUIT WITH CAT 5 CONTROL CABLE (TO BE INSTALLED AS PART OF ALTERNATE #3). FANCONTROLLER TO BE PROVIDED WITH VENTED, LOCKABLE THERMOSTAT GUARD.
NEW GROUND ROD, SEE 'POWER RISER #2', SHEET ED-100
S S
S S
07/26/2019
SHEET 25 OF 28 07/26/2019
ISSUE DATE:
SHEET NUMBER:
CHECKED BY:DRAWN BY:
DESIGNED BY:
DATE:REVISION:
SHEET TITLE:
REVISION:DATE:
REVISION:DATE:
CAD DWG FILE:
,
BID
DOCUMENTS
Robert RollingsArchitects LLC
912 Old 63 SouthColumbia, MO 65201
phone 573.875.4365www.timberlakeengineering.com
PDHMBTSNK
REPLACE ROOFS &RENOVATE EXTERIOR,MULTIPLE ASSETSMISSOURI STATEFAIRGROUNDS2503 W. 16TH STSEDALIA, MO 65301
Crockett Engineering Consultants, LLCMissouri Certificate of Authority
#2000151304
ENGINEERING CONSULTANTS1000 W. Nifong Blvd., Bldg. 1.
Columbia, Missouri 65202(573) 447-0292
Mark Timberlake, P.E. PE-22105 MO Certificate of Authority #2006012388
JULY 26, 2019
GENERAL NOTES1. REFER TO ED-100 FOR REMAINING LIGHTING NOTES, LEGENDS, DETAILS & SCHEDULES2. ALL EMERGENCY, EXIT, AND NIGHT LIGHTS TO BE UN-SWITCHED, WIRED ON CIRCUIT WITHIN SAME ROOM.
EL-100
LIGHTING PLAN -HEAVY HORSE
LIGHTING PLAN - HEAVY HORSESCALE : 1/8" = 1'
KEY PLAN
KEY NOTESREMOVE EXISTING EXTERIOR LIGHT FIXTURE & ASSOCIATED CONDUIT & CONDUCTORS. REPLACE AT SAME LOCATION (1FOR 1) WITH NEW LED EXTERIOR LIGHT FIXTURE, NEW CONDUIT & CONDUCTORS. WIRE THRU TIMER 'T1' AND PHOTOCELLMOUNTED ON NORTH SIDE OF BUILDING. SEE 'EXTERIOR LIGHTING CONTROL DETAIL', SHEET ED-100.
1
1
1
1
1
REMOVE EXISTING 8'-0" SURFACE MOUNTED LIGHT FIXTURE & ASSOCIATED CONDUIT & CONDUCTORS. REPLACE AT SAMELOCATION (1 FOR 1) WITH NEW 8'-0" LED SURFACE MOUNTED LIGHT FIXTURE, NEW CONDUIT & CONDUCTORS.
2
22222222
2 2 2 2 2 2 2 2
REMOVE EXISTING 4'-0" WALL MOUNTED LIGHT FIXTURE & ASSOCIATED CONDUIT & CONDUCTORS. REPLACE AT SAMELOCATION (1 FOR 1) WITH NEW 4'-0" LED WALL MOUNTED LIGHT FIXTURE, NEW CONDUIT & CONDUCTORS.
3
3
ALTERNATE # 3. INSTALL HIGH VOLUME LOW SPEED FANS, BAF MODEL #PFX3-14 (OR EQUAL, SEE SPECS FOR LIST OFACCEPTABLE MANUFACTURERS), MOUNTED AT 22'-0" A.F.F.
4
4
4
A A A A A A A A
A A A A A A A A
C
B
BB
B
F1906-01_1501_E_RC_25
P1-24
P1-26P1-26
E
E
E
E
HEAVY HORSE3511501045
CAULFIELD BLDG. / LIGHT HORSE3511501042
LIGHT HORSE3511501041
P1-24
P1-24
P1-24
REMOVE EXISTING LIGHT SWITCHES & ASSOCIATED CONDUIT & CONDUCTORS. MOUNT NEW LIGHT SWITCHES (WITH NEWCONDUIT & CONDUCTORS) AT EXISTING SWITCH LOCATION ON COLUMN.
5
5
5
SSSS
SS
07/26/2019
SHEET 26 OF 28 07/26/2019
ISSUE DATE:
SHEET NUMBER:
CHECKED BY:DRAWN BY:
DESIGNED BY:
DATE:REVISION:
SHEET TITLE:
REVISION:DATE:
REVISION:DATE:
CAD DWG FILE:
,
BID
DOCUMENTS
Robert RollingsArchitects LLC
912 Old 63 SouthColumbia, MO 65201
phone 573.875.4365www.timberlakeengineering.com
PDHMBTSNK
REPLACE ROOFS &RENOVATE EXTERIOR,MULTIPLE ASSETSMISSOURI STATEFAIRGROUNDS2503 W. 16TH STSEDALIA, MO 65301
Crockett Engineering Consultants, LLCMissouri Certificate of Authority
#2000151304
ENGINEERING CONSULTANTS1000 W. Nifong Blvd., Bldg. 1.
Columbia, Missouri 65202(573) 447-0292
Mark Timberlake, P.E. PE-22105 MO Certificate of Authority #2006012388
JULY 26, 2019
EL-101KEY PLANLIGHTING PLAN - CAULFIELD BLDG
SCALE : 1/8" = 1'
KEY NOTES1
REMOVE EXISTING 8'-0" SURFACE MOUNTED LIGHT FIXTURE & ASSOCIATED CONDUIT & CONDUCTORS. REPLACE AT SAMELOCATION (1 FOR 1) WITH NEW 8'-0" LED SURFACE MOUNTED LIGHT FIXTURE, NEW CONDUIT & CONDUCTORS.
2
REMOVE EXISTING 4'-0" WALL MOUNTED LIGHT FIXTURE & ASSOCIATED CONDUIT & CONDUCTORS. REPLACE AT SAMELOCATION (1 FOR 1) WITH NEW 4'-0" LED WALL MOUNTED LIGHT FIXTURE, NEW CONDUIT & CONDUCTORS.
3
3
3
1
1
11
1
122222222
22222222
22222222
ALTERNATE # 3. INSTALL HIGH VOLUME, LOW SPEED FANS , BAF MODEL #PFX3-12 (OR EQUAL, SEE SPECS FOR LIST OFACCEPTABLE MANUFACTURERS), MOUNTED AT 17'-0" A.F.F.
4
4
4
4
A A A A A A A A
A A A A A A A A
A A A A A A A A
C
B
B
B
B
B
B
C
4
F1906-01_1501_E_RC_26
P2-34
P1-26
P1-26E
E
E
E
E
E
P2-32
HEAVY HORSE3511501045
CAULFIELD BLDG. / LIGHT HORSE3511501042
LIGHT HORSE3511501041
LIGHTING PLAN -CAUFIELD BLDG./
LIGHT HORSE
P2-34
P2-32
P2-32
P2-32
REMOVE EXISTING EXTERIOR LIGHT FIXTURE & ASSOCIATED CONDUIT & CONDUCTORS. REPLACE AT SAME LOCATION (1FOR 1) WITH NEW LED EXTERIOR LIGHT FIXTURE, NEW CONDUIT & CONDUCTORS. WIRE THRU TIMER 'T1' AND PHOTOCELLMOUNTED ON NORTH SIDE OF BUILDING. SEE 'EXTERIOR LIGHTING CONTROL DETAIL', SHEET ED-100.
5
5
5
5
REMOVE EXISTING LIGHT SWITCHES & ASSOCIATED CONDUIT & CONDUCTORS. MOUNT NEW LIGHT SWITCHES (WITH NEWCONDUIT & CONDUCTORS) AT EXISTING SWITCH LOCATION ON BRICK WALL.
GENERAL NOTES1. REFER TO ED-100 FOR REMAINING LIGHTING NOTES, LEGENDS, DETAILS & SCHEDULES2. ALL EMERGENCY, EXIT, AND NIGHT LIGHTS TO BE UN-SWITCHED, WIRED ON CIRCUIT WITHIN SAME ROOM.
S
S
SS
S S
S
07/26/2019
SHEET 27 OF 28 07/26/2019
ISSUE DATE:
SHEET NUMBER:
CHECKED BY:DRAWN BY:
DESIGNED BY:
DATE:REVISION:
SHEET TITLE:
REVISION:DATE:
REVISION:DATE:
CAD DWG FILE:
,
BID
DOCUMENTS
Robert RollingsArchitects LLC
912 Old 63 SouthColumbia, MO 65201
phone 573.875.4365www.timberlakeengineering.com
PDHMBTSNK
REPLACE ROOFS &RENOVATE EXTERIOR,MULTIPLE ASSETSMISSOURI STATEFAIRGROUNDS2503 W. 16TH STSEDALIA, MO 65301
Crockett Engineering Consultants, LLCMissouri Certificate of Authority
#2000151304
ENGINEERING CONSULTANTS1000 W. Nifong Blvd., Bldg. 1.
Columbia, Missouri 65202(573) 447-0292
Mark Timberlake, P.E. PE-22105 MO Certificate of Authority #2006012388
JULY 26, 2019
EL-102
LIGHTING PLAN -LIGHT HORSE
LIGHTING PLAN - LIGHT HORSESCALE : 1/8" = 1'
KEY PLAN
22222222
22222222
KEY NOTES1
REMOVE EXISTING 8'-0" SURFACE MOUNTED LIGHT FIXTURE & ASSOCIATED CONDUIT & CONDUCTORS. REPLACE AT SAMELOCATION (1 FOR 1) WITH NEW 8'-0" LED SURFACE MOUNTED LIGHT FIXTURE, NEW CONDUIT & CONDUCTORS.
2
REMOVE EXISTING 4'-0" WALL MOUNTED LIGHT FIXTURE & ASSOCIATED CONDUIT & CONDUCTORS. REPLACE AT SAMELOCATION (1 FOR 1) WITH NEW 4'-0" LED WALL MOUNTED LIGHT FIXTURE, NEW CONDUIT & CONDUCTORS.
3
1
11
1
3
6
ALTERNATE # 3. INSTALL HIGH VOLUME, LOW SPEED FANS, BAF MODEL #PFX3-14 (OR EQUAL, SEE SPECS FOR LIST OFACCEPTABLE MANUFACTURERS) MOUNTED AT 22'-0" A.F.F.
4
44
65
REMOVE EXISTING CEILING FAN & ASSOCIATED SWITCHES, CONDUITS, & CONDUCTORS. REPLACE WITH NEW CEILING FAN(MINKA AIRE MODEL #F566-WH OR EQUAL), NEW SWITCH, SURFACE MOUNTED EMT CONDUIT, & CONDUCTORS.
5
A A A A A A A A
A A A A A A A AC
C
C
C
C
D
D D
D
F1906-01_1501_E_RC_27
P3-13
P1-26 P1-26
P3-17 P3-17
6 REMOVE EXISTING 4'-0" SURFACE MOUNTED LIGHT FIXTURE, SWITCHES, & ASSOCIATED CONDUIT & CONDUCTORS.REPLACE WITH NEW 4'-0" LED SURFACE MOUNTED FIXTURES, NEW SWITCH, NEW SURFACE MOUNTED EMT CONDUIT, &NEW CONDUCTORS.
E
E
E
E HEAVY HORSE3511501045
CAULFIELD BLDG. / LIGHT HORSE3511501042
LIGHT HORSE3511501041
P3-13
P3-13
P3-13
REMOVE EXISTING EXTERIOR LIGHT FIXTURE & ASSOCIATED CONDUIT & CONDUCTORS. REPLACE AT SAME LOCATION (1FOR 1) WITH NEW LED EXTERIOR LIGHT FIXTURE, NEW CONDUIT & CONDUCTORS. WIRE THRU TIMER 'T1' AND PHOTOCELLMOUNTED ON NORTH SIDE OF BUILDING. SEE 'EXTERIOR LIGHTING CONTROL DETAIL', SHEET ED-100.
7 REMOVE EXISTING LIGHT SWITCHES & ASSOCIATED CONDUIT & CONDUCTORS. MOUNT NEW LIGHT SWITCHES (WITH NEWSURFACE MOUNTED EMT CONDUIT & CONDUCTORS) AT EXISTING SWITCH LOCATION ON EXTERIOR OF VET OFFICE WALL.
7
7
P3-17
GENERAL NOTES1. REFER TO ED-100 FOR REMAINING LIGHTING NOTES, LEGENDS, DETAILS & SCHEDULES2. ALL EMERGENCY, EXIT, AND NIGHT LIGHTS TO BE UN-SWITCHED, WIRED ON CIRCUIT WITHIN SAME ROOM.
07/26/2019
SHEET 28 OF 28 07/26/2019
ISSUE DATE:
SHEET NUMBER:
CHECKED BY:DRAWN BY:
DESIGNED BY:
DATE:REVISION:
SHEET TITLE:
REVISION:DATE:
REVISION:DATE:
CAD DWG FILE:
,
BID
DOCUMENTS
Robert RollingsArchitects LLC
912 Old 63 SouthColumbia, MO 65201
phone 573.875.4365www.timberlakeengineering.com
PDHMBTSNK
REPLACE ROOFS &RENOVATE EXTERIOR,MULTIPLE ASSETSMISSOURI STATEFAIRGROUNDS2503 W. 16TH STSEDALIA, MO 65301