jenks east intermediate cafeteria · 1/17/2016 · 810 south cincinnati second floor tulsa, ok...
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810 SOUTH CINCINNATI
SECOND FLOOR
TULSA, OK 74119
918.877.6000
www.cyntergy.com
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JENKS EAST INTERMEDIATE CAFETERIA
HVAC REMODEL
3933 EAST 91ST ST
TULSA, OK 74137
PERMIT SET
11/1/2016
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OWNER
JENKS PUBLIC SCHOOLS
205 EAST B STREET
JENKS, OK 74037
CONTACT
ROGER WRIGHT
918-299-4415, EXT. 6411
ARCHITECT
DAVID F. PHELPS, AIA
CYNTERGY
810 S CINCINNATI
SECOND FLOOR
TULSA, OK 74119
918.877.6000
STRUCTURAL ENGINEER
LARRY L. VORBA, PE
CYNTERGY
810 S CINCINNATI
SECOND FLOOR
TULSA, OK 74119
918.877.6000
MECHANICAL ENGINEER
MICHAEL D. OBERMARK, PE
CYNTERGY
810 S CINCINNATI
SECOND FLOOR
TULSA, OK 74119
918.877.6000
ELECTRICAL ENGINEER
MATTHEW RUTKOWSKI, PE
CYNTERGY
810 S CINCINNATI
SECOND FLOOR
TULSA, OK 74119
918.877.6000
BID SET
GYMNASIUM
CAFETERIA
CLASSROOMS
MUSIC
TENNIS COURTS
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MAINTENANCE
EAST 91ST STREET SOUTH
TREE/FENCE LINE
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JENKS EAST INTERMEDIATE
CAMPUS
2
N1
STAGING AREAS AND WORKSITE LIMITS
NOT TO SCALE
ENGINEER OF RECORD
MICHAEL D. OBERMARK, PE
CYNTERGY ENGINEERING, PLLC
CA # 3537
EXPIRES 6/30/2018
810 SOUTH CINCINNATI
SECOND FLOOR
TULSA, OK 74119
918.877.6000
www.cyntergy.com
SHEET NUMBER
SHEET NAME
PROJECT NO:
CHECKED BY:
DRAWN BY:
ISSUES / REVISIONS
ISSUE DATE:
MDO
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G-001
SHEET INDEX AND STAGING
AREAS
JPS 160001001
JENKS EAST INTERMEDIATE
CAFETERIA
HVAC REMODEL
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SHEET INDEX
SHEET TITLE
GENERAL
G-000
COVERSHEET
G-001
SHEET INDEX AND STAGING AREAS
STRUCTURAL
S-001
GENERAL STRUCTURAL INFORMATION
S-101
ROOF FRAMING PLAN
S-501
FRAMING DETAILS
ARCHITECTURAL
AD101
REFLECTED CEILING DEMOLITION PLAN
A-101
REFLECTED CEILING PLAN
A-102
ROOF PLAN
A-103
ROOF DETAILS
MECHANICAL
MP001
MECHANICAL AND PLUMBING SYMBOLS AND ABBREVIATIONS
MP002
MECHANICAL AND PLUMBING NOTES
MD101
MECHANICAL DEMOLITION PLAN
MD102
MECHANICAL DEMOLITION PLAN
MD103
MECHANICAL ROOF DEMOLITION PLAN
M-101
MECHANICAL PLAN
M-102
MECHANICAL PLAN
M-103
MECHANICAL ROOF PLAN
M-501
MECHANICAL DETAILS
M-601
MECHANICAL SCHEDULES
M-701
MECHANICAL CONTROLS
PLUMBING
P-101
PLUMBING PLANS
P-501
PLUMBING DETAILS
ELECTRICAL
E-001
ELECTRICAL SPECIFICATIONS
E-002ELECTRICAL NOTES, SYMBOLS, ABBREVIATIONS, AND SCHEDULES
E-101
ELECTRICAL FIRST FLOOR PLAN
E-102
ELECTRICAL ROOF PLAN
E-601
ELECTRICAL DIAGRAMS
INDICATES AVAILABLE STAGING AREAS
THAT CAN BE USED WHILE SCHOOL IS
IN SESSION
INDICATES WORKSITE LIMITS
KEYNOTES
IT IS ANTICIPATED THAT EQUIPMENT WILL NEED
TO BE ORDERED AND STAGED PRIOR TO
SCHOOL ENDING FOR THE SUMMER. THE
SHADED & HATCHED AREAS CAN BE USED FOR
STAGING WHILE SCHOOL IS IN SESSION. ALL
GRAY SHADED AREAS CAN BE USED FOR
STAGING WHILE SCHOOL IS OUT. PARKING
CANNOT BE BLOCKED WHILE SCHOOL IS IN
SESSION.
ACCESS TO MAINTENANCE BUILDING MUST BE
MAINTAINED THROUGHOUT THE DURATION OF
THE PROJECT.
1
2
BUILDING CODE INFORMATION
2015 INTERNATIONAL BUILDING CODE
2015 INTERNATIONAL EXISTING BUILDING CODE
2015 INTERNATIONAL MECHANICAL CODE
2015 INTERNATIONAL PLUMBING CODE
2014 NATIONAL ELECTRICAL CODE
INDICATES THE JENKS EAST
INTERMEDIATE CAFETERIA
INDICATES AVAILABLE STAGING
AREAS THAT CAN BE USED ONLY
WHILE SCHOOL IS OUT OF SESSION
1. REMOVE EXISTING CHILLERS, BOILERS, PUMPS, AND ASSOCIATED HYDRONIC PIPING,
COMPONENTS AND CONTROLS. REFER TO DEMOLITION NOTES FOR ANY EQUIPMENT TO
BE SALVAGED.
2. REMOVE EXISTING INTAKE AND RELIEF HOODS ON ROOF.
3. REMOVE EXISTING AIR HANDLERS AND ASSOCIATED PIPING, COMPONENTS, AND
CONTROLS FROM MEZZANINE LEVEL AND ABOVE CEILINGS.
4. INSTALL NEW ROOFTOP UNITS AND SPLIT DX CONDENSING UNITS, INCLUDING ALL
REFRIGERANT PIPING AND DUCTWORK CONNECTIONS, ON THE ROOF AND ABOVE KITCHEN
AND OFFICE CEILINGS.
5. INSTALL NEW STRUCTURE TO ACCOMMODATE NEW ROOFTOP EQUIPMENT. NEW
STRUCTURE TO BE CRANED IN AND ATTACHED FROM ABOVE. ROOF AREAS TO BE
REMOVED FOR NEW STRUCTURE WORK AND REPLACED WITH LIKE. RE: STRUCTURAL
PLANS.
6. CONNECT NEW UNITS TO EXISTING DUCTWORK WHERE APPLICABLE.
7. INSTALL NEW DIGITAL CONTROLS TO CONTROL ROOFTOP UNITS.
8. INSTALL NEW DOMESTIC COLD WATER LINE AND HOSE BIBB AT ROOF HATCH.
9. ROUTE NEW GAS LINE UP TO ROOF TO EQUIPMENT AND TO FURNACE ABOVE CEILING.
10. REPAIR/REPLACE ALL CEILING SYSTEMS, WALLS, PLENUM SYSTEMS, AND ALL OTHER ITEMS
DAMAGED DURING CONSTRUCTION.
11. CONSTRUCTION SCHEDULE:
· BEGIN AFTER - END OF SCHOOL YEAR IN JUNE OF 2017, EXPECTED 05/06/17.
· COMPLETED BY - 08/4/2017
12. TEST AND DOCUMENT EXISTING HVAC SYSTEMS PRIOR TO ANY WORK AS REQUIRED TO
ACCOMMODATE SYSTEM MODIFICATIONS AND ADDITIONS. MAINTAIN ACCEPTABLE
COMFORT LEVELS DURING TEST AS REQUIRED. ENSURE THE INTEGRITY OF THE EXISTING
SYSTEM BALANCE.
13. SALVAGED ITEMS TO BE TRANSPORTED TO THE JENKS FACILITIES MAINTENANCE
BUILDING.
SCOPE OF WORK
BID SET
ENGINEER OF RECORD
LARRY L. VORBA, PE
CYNTERGY ENGINEERING, PLLC
CA # 3537
EXPIRES 6/30/2018
810 SOUTH CINCINNATI
SECOND FLOOR
TULSA, OK 74119
918.877.6000
www.cyntergy.com
SHEET NUMBER
SHEET NAME
PROJECT NO:
CHECKED BY:
DRAWN BY:
ISSUES / REVISIONS
ISSUE DATE:
JLK
NW
LARRY LEEVORBA11654
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S-001
GENERAL STRUCTURAL
INFORMATION
JPS 160001001
JENKS EAST INTERMEDIATE
CAFETERIA
HVAC REMODEL
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DESIGN CRITERIA
1. THE STRUCTURAL DESIGN IS BASED ON THE DESIGN REQUIREMENTS OF THE
INTERNATIONAL BUILDING CODE, 2012 EDITION.
2. ROOF DESIGN LOADS
LIVE LOAD 20 PSF
DEAD LOAD MAX MIN
METAL DECKING 5 PSF 5 PSF
SHINGLES 3 PSF -- PSF
GYP BOARD 3 PSF -- PSF
PLYWOOD 2 PSF -- PSF
INSULATION 5 PSF -- PSF
MECHANICAL, ELECTRICAL AND PLUMBING 4 PSF -- PSF
SUSPENDED CEILING 3 PSF -- PSF
TOTAL DEAD LOAD 25 PSF 5 PSF
SNOW LOADS AND COEFFICIENTS
GROUND SNOW 10 PSF
ROOF SNOW 10 PSF
SNOW EXPOSURE FACTOR 1.0
IMPORTANCE FACTOR 1.0
THERMAL FACTOR 1.0
3. LATERAL LOADS
WIND LOADS AND COEFFICIENTS
ULTIMATE DESIGN WIND VELOCITY 115 MPH
NOMINAL DESIGN WIND VELOCITY 90 MPH
EXPOSURE C
BUILDING CATEGORY II
INTERNAL PRESSURE COEFFICIENT ±0.18
ULTIMATE DESIGN WIND PRESSURES
MWFRS
PARAPET 68.6 PSF
ROOF UPLIFT RE: 1/S-001
COMPONENTS & CLADDING
PARAPET
AREA ≤ 10 SF 74.1 PSF
AREA > 500 SF 47.5 PSF
ROOF UPLIFT RE: 2/S-001
SEISMIC DESIGN
I
E
1.0
S
S
0.135
S
I
0.070
SITE CLASS D
S
DS
0.144
S
DI
0.111
SEISMIC DESIGN CATEGORY B
GENERAL
1. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE TEMPORARY SUPPORT AND STABILITY OF
EXISTING STRUCTURE DURING ALL PHASES OF CONSTRUCTION.
2. COORDINATE ALL DIMENSIONS WITH FLOOR PLAN; NOTIFY THE ARCHITECT/ENGINEER OF ANY
CONFLICTS PRIOR TO CONSTRUCTION.
3. COORDINATE THE EXACT SIZE AND LOCATION OF ALL SLEEVES AND OPENINGS THROUGH CONCRETE,
MASONRY, OR STUD WALLS AND CONCRETE FLOORS WITH ARCHITECTURAL, MECHANICAL, PLUMBING
AND ELECTRICAL DRAWINGS.
4. SHOP DRAWINGS MUST INDICATE CHANGES TO CONSTRUCTION DOCUMENTS, THE CHANGES MUST
BE CLEARLY IDENTIFIED. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR CHANGES
SHOWN ON SHOP DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL CHANGES TO
THE DESIGN PROVIDED ON SHOP DRAWINGS. THE ARCHITECT/ENGINEER SHALL NOT BEAR THE
COSTS OF SUCH REVIEWS OR REDESIGN.
5. PROJECT SPECIFICATIONS ARE PART OF THE CONSTRUCTION DOCUMENTS AND ARE TO BE USED IN
CONJUNCTION WITH THE DRAWINGS.
6. VERIFY ALL CONDITIONS, EXISTING AND NEW, SHOWN ON THE CONSTRUCTION DOCUMENTS PRIOR
TO PROCEEDING WITH WORK. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE
ARCHITECT OR ENGINEER IN WRITTEN FORM. THE ARCHITECT/ENGINEER SHALL NOT BE
RESPONSIBLE FOR WORK DONE IN THESE AREAS WITHOUT CLARIFICATION IN WRITING FROM THE
ARCHITECT/ENGINEER.
7. ALL PHASES OF CONSTRUCTION SHALL CONFORM TO THE MINIMUM STANDARDS OF THE BUILDING
CODE(S) NOTED IN "DESIGN CRITERIA".
8. DIMENSIONS SHOWN ON CONSTRUCTION DOCUMENTS TAKE PRIORITY OVER SCALED DIMENSIONS. IN
SOME CASES PLANS AND DETAILS MAY NOT BE DRAWN TO SCALE FOR CLARITY.
9. DETAILS LABELED "TYPICAL" ON THESE DRAWINGS APPLY TO SITUATIONS OCCURRING ON THE
PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED. SUCH DETAILS APPLY
WHETHER OR NOT DETAILS ARE REFERENCED AT EACH LOCATION. NOTIFY ENGINEER OF ANY
CONDITIONS NOT APPLICABLE TO THESE "TYPICAL" DETAILS.
10. DO NOT LOAD THE CONCRETE SLAB ON GRADE WITH ERECTION EQUIPMENT. THE SLABS HAVE NOT
BEEN DESIGNED FOR ERECTION EQUIPMENT LOADS. SHOULD THE CONTRACTOR REQUIRE ERECTION
EQUIPMENT TO BE PLACED ON SLAB ON GRADE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
DESIGN OF THE SLAB IN THE AFFECTED AREAS.
11. DO NOT STACK CONSTRUCTION MATERIALS ON FLOORS OR ROOFS DURING CONSTRUCTION IN
EXCESS OF 80 PERCENT OF THE DESIGN LIVE LOAD NOTED ON THESE PLANS.
12. THESE STRUCTURAL CONSTRUCTION DOCUMENTS ARE TO BE USED IN CONJUNCTION WITH ANY
ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL, FIRE PROTECTION, LANDSCAPE, AND CIVIL
CONSTRUCTION DOCUMENTS FOR THIS PROJECT. CONTRACTOR IS RESPONSIBLE FOR
IMPLEMENTING THE INFORMATION SHOWN ON ALL REFERENCED PLANS. THE ARCHITECT/ENGINEER
SHALL BE NOTIFIED IN WRITING SHOULD DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS BE
FOUND PRIOR TO COMMENCING WITH WORK IN THE AREA WHERE THE DISCREPANCY OCCURS. THE
ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR WORK DONE IN THESE AREAS WITHOUT
CLARIFICATION IN WRITING FROM THE ARCHITECT/ENGINEER.
13. SUBSTITUTION REQUESTS: APPROVAL FROM THE ARCHITECT/ENGINEER IS REQUIRED PRIOR TO
SUBSTITUTING COMPARABLE MATERIALS OR MANUFACTURED OR PRE-ENGINEERED PRODUCTS THAT
ARE INDICATED IN THE CONSTRUCTION DOCUMENTS. ALL REQUESTS SHALL BE SUBMITTED TO THE
OWNER'S REPRESENTATIVE. ALL NECESSARY INFORMATION REQUIRED TO DETERMINE THE
EQUIVALENCY OF THE SUBSTITUTED PRODUCT SUCH AS ICC EVALUATION REPORTS AND TESTING
REPORTS SHALL BE PROVIDED. COMPARABLE PRODUCTS SUBMITTED MUST INCLUDE A DETAILED
LINE-BY-LINE COMPARISON OF HOW THE SUBMITTED PRODUCT MEETS OR EXCEEDS THE GENERAL
DESIGN, PERFORMANCE, AND QUALITY INDICATED IN THE CONSTRUCTION DOCUMENTS. THE
MANUFACTURER OR CATALOG NUMBERS SHOWN IN THE CONSTRUCTION DOCUMENTS ESTABLISH A
STANDARD FOR THE GENERAL DESIGN, PERFORMANCE, AND QUALITY OF THE PRODUCT REQUIRED.
WHERE "OR APPROVED EQUAL" IS INDICATED, OTHER PRODUCTS SIMILAR TO DESIGN AND OF EQUAL
QUALITY AND PERFORMANCE, AND COMPLYING WITH THE PLANS AND SPECIFICATIONS MAY BE
APPROVED IF FOUND ACCEPTABLE BY THE ARCHITECT/ENGINEER. ALL SUBSTITUTION REQUESTS,
INCLUDING "ENGINEER APPROVED EQUALS", FOR EQUIPMENT AND MATERIALS SHALL BE SUBMITTED
FOR REVIEW AFTER AWARD IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. UNLESS NOTED
OTHERWISE, SUBSTITUTION REQUESTS SHALL BE SUBMITTED WITHIN 14 DAYS AFTER AWARD. THE
ARCHITECT/ENGINEER SHALL NOT BEAR THE COSTS FOR REVIEW AND APPROVAL OF ALL
REQUESTED SUBSTITUTIONS.
14. CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION, AS WELL AS
SEQUENCE OF CONSTRUCTION THAT DOES NOT IMPACT THE FINAL DESIGN AS SHOWN ON
CONSTRUCTION DOCUMENTS.
15. MECHANICAL UNITS AND OTHER SYSTEMS, SUCH AS ELEVATORS, SHOWN ON THE STRUCTURAL
PLANS INDICATE A SPECIFIC WEIGHT AND LOCATION. SHOULD THE CONTRACTOR INSTALL UNITS ANDSYSTEMS WITH DIFFERENT WEIGHTS OR LOCATIONS THAN SHOWN, THE CONTRACTOR SHALL PROVIDE THISINFORMATION TO THE STRUCTURAL ENGINEER FOR APPROVAL, PRIOR TO PURCHASING, CLEARLY INDICATINGTHE DIFFERENCES IN SIZE, WEIGHT AND LOCATION. THE ARCHITECT/ENGINEER SHALL NOT BEAR THE COSTSOF SUCH REVIEWS OR REDESIGNS.
STRUCTURAL STEEL
1. STRUCTURAL STEEL SHALL BE DETAILED, DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE
WITH THE REQUIREMENTS OF AISC SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF
STRUCTURAL STEEL BUILDINGS, AISC MANUAL OF STEEL CONSTRUCTION (ALLOWABLE STRESS
DESIGN), AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, AND THE AWS
STRUCTURAL WELDING CODE. ALL CODES AND MANUALS SHALL BE THE LATEST ADOPTED EDITIONS.
2. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM DESIGNATIONS:
WIDE FLANGE SHAPES A992 (F
y
=50 KSI)
CHANNELS, ANGLES, PLATES, ETC. A36 (F
y
=36 KSI)
STRUCTURAL TUBE A500 GRADE B (F
y
=46 KSI)
STRUCTURAL PIPE A53 TYPE B GRADE B (F
y
=35 KSI)
BOLTS A325 OR A490
WELDING ELECTRODES E70XX
HARDENED STEEL WASHERS ASTM F436
3. CONNECTION MATERIALS FOR STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING
DESIGNATIONS:
BEAM OR COLUMN STIFFENER PLATES SHALL BE OF THE SAME GRADE OF STEEL AS THE
STRUCTURAL ELEMENT.
ALL BOLTED CONNECTIONS ARE TO BE ERECTED WITH HIGH STRENGTH BOLTS, ASTM A325 OR ASTM
A490, WITH BEARING TYPE "N" ALLOWABLE LOADS EXCEPT FOR BRACE CONNECTIONS WHICH ARE
SLIP CRITICAL CONNECTIONS.
4. ALL BEAM TO BEAM AND COLUMN TO BEAM CONNECTIONS SHALL BE BOLTED UNLESS NOTED
OTHERWISE.
5. ALL WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY (AWS) STANDARD
D1.1. ALL WELDING SHALL BE PERFORMED BY WELDERS CERTIFIED IN THE TYPE OF WELD REQUIRED
USING E70XX ELECTRODES OR IN A CERTIFIED SHOP TO DO SUCH WORK.
6. MINIMUM SIZE AND STRENGTH OF WELDS SHALL CONFORM TO THE FOLLOWING REQUIREMENTS.
PROVIDE MINIMUM SIZE OF FILLET WELDS AS SPECIFIED IN TABLE J2.4 OF THE
AISC MANUAL.
PROVIDE THE MINIMUM EFFECTIVE THROAT THICKNESS OF PARTIAL PENETRATION
GROOVE WELDS AS SPECIFIED IN TABLE J2.3 OF THE AISC MANUAL.
DEVELOP THE FULL TENSILE STRENGTH OF THE MEMBER ELEMENT JOINED, WITH
SHOP AND FIELD WELDS, UNLESS OTHERWISE NOTED ON THE CONSTRUCTION
DOCUMENTS.
WHERE CONNECTIONS ARE NOTED ON CONSTRUCTION DOCUMENTS AS FULL MOMENT
CONNECTIONS, PROVIDE WELDS TO DEVELOP THE FULL FLEXURAL CAPACITY OF
THE LEAST CAPACITY MEMBER OF THE CONNECTION.
7. ALL STRUCTURAL STEEL EXPOSED TO THE WEATHER IS TO BE HOT-DIP GALVANIZED. PROVIDE BOLTS,
NUTS AND WASHERS THAT ARE HOT-DIP GALVANIZED ACCORDING TO ASTM A153, CLASS C.
8. ALL NEW STRUCTURAL STEEL SHALL BE PAINTED IN ACCORDANCE WITH THE SPECIFICATIONS.
9. SPLICING OF STRUCTURAL STEEL MEMBERS IS NOT ALLOWED UNLESS SPECIFICALLY DETAILED ON
THESE PLANS.
10. DO NOT FIELD CUT ANY STRUCTURAL STEEL MEMBERS IN CONFLICT WITH THE WORK WITHOUT
APPROVAL BY THE ENGINEER OR UNLESS SPECIFICALLY SHOWN ON THE CONSTRUCTION DOCUMENTS.
11. PROVIDE HARDENED STEEL WASHERS CONFORMING TO ASTM F436 FOR CONNECTIONS WITH
STANDARD AND SHORT-SLOTTED HOLES. FOR LONG SLOTTED HOLES, PROVIDE STRUCTURAL-GRADE
STEEL
5
16
" PLATE WASHERS OR CONTINUOUS BARS. IN ALL CASES, WASHER OR PLATE MUST BE OF
SUFFICIENT SIZE TO COVER THE HOLE OR SLOT.
12. ALL HOLES IN STEEL MEMBERS SHALL BE DRILLED OR PUNCHED. TORCH CUT HOLES ARE NOT
ALLOWED.
13. PROVIDE L4x3x1/4 (LLV) FRAME SPANNING FROM JOIST TO JOIST AROUND ALL ROOF PENETRATIONS
LARGER THAN 12"x12", UNLESS NOTED OTHERWISE.
14. ERECT AND MAINTAIN TEMPORARY BRACING TO ENSURE THE ALIGNMENT AND STABILITY OF THE
STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT CONDITIONS HAVE BEEN COMPLETED.
15. SHOP DRAWINGS ARE REQUIRED TO BE REVIEWED PRIOR TO FABRICATION.
16. THE FABRICATOR SHALL BE RESPONSIBLE FOR THE DESIGN OF ALL CONNECTIONS THAT ARE NOT
FULLY DETAILED ON THESE DRAWINGS. BEAM CONNECTIONS SHALL BE DESIGNED TO RESIST ONE
HALF THE TOTAL ALLOWABLE UNIFORM LOAD CAPACITY OF GIVEN SHAPE AND SPAN IN ADDITION TO
ANY AXIAL FORCE NOTED ON THE PLANS IN ACCORDANCE WITH THE AISC SPECIFICATION.
CALCULATIONS AND DETAILS SHALL BE PERFORMED, SIGNED AND SEALED BY AN ENGINEERING
LICENSED IN THE STATE OF OKLAHOMA AND SHALL BE PROVIDED TO THE ENGINEER OF RECORD FOR
APPROVAL. RE: DETAILS FOR TYPICAL CONNECTION REQUIREMENTS.
STEEL DECKING
1. FLOOR AND ROOF STEEL DECK SHALL CONFORM TO ASTM A1008 OR A653 WITH A MINIMUM YIELD
STRENGTH OF 33 KSI.
2. ROOF DECK SHALL BE PAINTED OR GALVANIZED ACCORDING TO THE SPECIFICATIONS.
3. FURNISH DECK PANELS OF SIZE AND GAUGE AS NOTED ON THE CONSTRUCTION DOCUMENTS.
4. FURNISH DECK PANELS IN LENGTHS ADEQUATE FOR A THREE SPAN CONDITION WHERE POSSIBLE FOR
TYPE OF PROFILE AND GAUGE SHOWN.
5. ATTACH DECK PANELS SECURELY TO SUPPORTS AND PROVIDE SIDE LAP CONNECTIONS AS SHOWN.
6. PROVIDE A CONTINUOUS CLOSURE SECTION TO FACILITATE DECK SUPPORT AND ATTACHMENT AS
REQUIRED OR WHERE CHANGES OF DECK DIRECTION OCCUR. THE CLOSURE STRIP IS TO BE THE SAME
GAUGE AS DECKING, MINIMUM.
TEST AND INSPECTIONS
1. SPECIAL TESTS AND INSPECTIONS: CONDUCTED BY A QUALIFIED TESTING AGENCY AND SPECIAL
INSPECTOR AS REQUIRED BY AUTHORITIES HAVING JURISDICTION AND AS FOLLOWS:
1.1. VERIFYING THAT MANUFACTURER MAINTAINS DETAILED FABRICATION AND QUALITY-CONTROL
PROCEDURES AND REVIEWING THE COMPLETENESS AND ADEQUACY OF THOSE PROCEDURES
TO PERFORM THE WORK.
1.2. NOTIFYING ENGINEER AND CONTRACTOR PROMPTLY OF IRREGULARITIES AND DEFICIENCIES
OBSERVED IN THE WORK DURING THE PERFORMANCE OF ITS SERVICE.
1.3. SUBMITTING A CERTIFIED WRITTEN REPORT OF EACH TEST, INSPECTION AND SIMILAR
QUALITY-CONTROL SERVICE TO ENGINEER WITH COPY TO CONTRACTOR AND TO AUTHORITIES
HAVING JURISDICTION.
1.4. SUBMITTING A FINAL REPORT OF SPECIAL TESTS AND INSPECTIONS AT SUBSTANTIAL
COMPLETION, WHICH INCLUDES A LIST OF UNRESOLVED DEFICIENCIES.
1.5. INTERPRETING TESTS AND INSPECTIONS AND STATING IN EACH REPORT WHETHER TESTED AND
INSPECTED WORK COMPLIES WITH OR DEVIATES FROM THE CONTRACT DOCUMENTS.
1.6. RE-TESTING AND RE-INSPECTING CORRECTED WORK.
2. REFER TO SPECIFICATIONS FOR INSPECTION AND TESTING REQUIREMENTS FOR EACH MATERIAL
(MASONRY, CONCRETE, STEEL, ETC.). ALL TESTS SHALL BE PER ASTM STANDARDS.
3. SPECIAL INSPECTIONS ARE REQUIRED FOR BUILDING CODE(S) NOTED IN "DESIGN CRITERIA". REFER
TO "SPECIAL INSPECTIONS REQUIRED" TABLE PROVIDED ON THIS SHEET.
4. THE CONTRACTOR SHALL NOTIFY THE SPECIAL INSPECTOR WHEN WORK IS READY FOR INSPECTION
AND SHALL PROVIDE ACCESS FOR INSPECTIONS AND TESTING
5'-3"
TYP
51'-10"
112'-10"
ZONE 1
ZONE 2
ZONE 2 ZONE 3ZONE 3
ZONE 3 ZONE 3
ZONE 2ZONE 2
20'-0"
20'-0"
MWFRS UPLIFT PRESSURES
ZONE
1
UPLIFT PRESSURE
GROSS NET
2 24.7 PSF 19.7 PSF
15.8 PSF 10.8 PSF
COMP. & CLADDING UPLIFT PRESSURES
ZONE
1
UPLIFT PRESSURE
GROSS NET
2 51.7 PSF 46.7 PSF
30.8 PSF 25.8 PSF
GROSSNET
33.4 PSF28.4 PSF
28.2 PSF23.2 PSF
AREA < 10 FT
2
AREA > 100 FT
2
3 51.7 PSF 46.7 PSF 33.4 PSF28.4 PSF
ZONE 1
ZONE 2
1
ROOF KEYPLAN MWFRS
NOT TO SCALE
2
ROOF KEYPLAN
COMPONENTS AND CLADDING
NOT TO SCALE
SPECIAL INSPECTIONS REQUIRED
STEEL
PERIODIC SPECIAL INSPECTIONS:
1. MATERIAL VERIFICATION OF HIGH STRENGTH BOLTS, NUTS, AND WASHERS
2. INSPECTIONS OF HIGH STRENGTH BOLTING (BEARING TYPE CONNECTIONS)
3. INSPECTION OF STRUCTURAL STEEL WELDING:
A. SINGLE PASS FILLET WELDS < 5/16"
B. FLOOR AND DECK WELDING
4. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE WITH APPROVED
CONSTRUCTION DOCUMENTS:
A. DETAILS SUCH AS BRACING AND STIFFENING
B. MEMBER LOCATIONS
C. APPLICATION OF JOINT DETAILS AT EACH CONNECTION
CONTINUOUS SPECIAL INSPECTIONS:
STEEL
1. INSPECTIONS OF HIGH STRENGTH BOLTING (SLIP-CRITICAL CONNECTIONS)
2. INSPECTION OF STRUCTURAL STEEL WELDING:
A. COMPLETE AND PARTIAL PENETRATION GROOVE WELDS
B. MULTIPASS FILLET WELDS
C. SINGLE PASS FILLET WELDS GREATER THAN 5/16"
BID SET
EXISTING
PIPE COL
EXISTING
MASONRY
COL, UNO
W16x26 (E
)
W16x26 (E
)
W16x26 (E
)
W16x26 (E
)
W16x26 (E
)
W16x26 (E
)
*W16x26 (E), 17'-10" ± 2'-0"*W18x35 (E), 25'-9" ± 2'-0"
*W18x35 (E), 23'-10" ± 2'-0" *W18x35 (E), 22'-3
1
2
" ± 2'-0"
4
S-101
4
S-101
4
S-101
OH
6
S-101
6
S-101
3A
S-101
TYP
HSS4
1
2
x4
1
2
x
1
2
"
POST, TYP
14'-2 1/4" 9'-0" 8'-9 3/4" 9'-5 1/4" FV 11'-0" FV 9'-0" 8'-0" 5'-9 1/2" 13'-3" 5'-10"
1'-6 1/2"
112'-10" FV
19'-3" F
V32'-7" F
V
51'-10" F
V
23'-6" 7'-4 1/2"
5
S-101
7
S-101
28'-3 3/8"
18'-7"
15'-10 1/2"
16'-8 1/2"
2
S-101
9'-0"
9'-0"9'-0"
INFILL METAL DECK,
TYP 7 LOCATIONS.
RE: 4/S-501
8'-0"
RTU 7
RTU 5
RTU 6
RTU 4
RTU 3
RTU 2
RTU 1
NOTE:
1. (E) = EXISTING
2. PERIMETER SCREEN WALL BEAMS ARE NOT
SHOWN ON PLAN FOR CLARITY. RE: DETAILS
3. EXISTING BEAMS NOTED WITH AN
ASTERISK, *, SHALL BE FIELD VERIFIED TO
BE WITHIN THE ESTIMATED SPAN SHOWN.
ANY DISCREPANCIES SHALL BE SUBMITTED
TO THE SEOR PRIOR TO INSTALLATION
OF RTU SUPPORT BEAMS.
4. PROVIDE TEMPORARY WEATHERTIGHT
ENCLOSURE FOR BUILDING EXTERIOR
INCLUDING BUT NOT LIMITED TO THE ROOF.
RTU DESIGN WEIGHTS
2535 LBSRTU 1
2535 LBSRTU 2
2535 LBSRTU 3
2535 LBSRTU 4
2535 LBSRTU 5
2535 LBSRTU 6
2935 LBSRTU 7
3
S-501
2
S-501
TYP
TYP
1'-0"
2'-8"
SUSPENDED
FURNACE,
WT = 152 LB,
RE: 2/S-101
ROOF
HATCH
W8x18
W8x18
W8x18
W16x31
W14x26
W14x26
W14x26
W14x26
W8x18
W8x18
W8x18
W14x26
W16x31
W14x26
IF BEAM INTERFERES
WITH EXISTING EF,
SHIFT BEAMS AND
RTU AS REQUIRED
12'-4
1 2
"±
9'-4"±
11'-3
1 2
"±
18'-5
1 2
"±
16'-10
1 4
"±
8'-5
3 4
"±
15'-0
3 4
"±
6'-4
1 4
"±
SIM
HSS7x5x
3
16
HSS7x5x
3
16
HSS7x5x
3
16
W10x19
W10x19
W10x19
W10x19
W10x19
W10x19
W10x19
W10x19
W10x19
W10x19
W10x19
W10x19
W10x19
W10x19
*W18x35 (E), 22'-3
1
2
" ± 2'-0"
W10x19
1'-0" MIN
6"
MIN
3"
7
1
2
"
BEAM, RE: PLAN
L2
1
2
x2
1
2
x
3
16
, EACH SIDE
LAP LIGHT GAUGE PLATE
WITH EXISTING DECK3/16"
TYP
3" 3"
BEAM, RE: PLAN
L2
1
2
x2
1
2
x
3
16
, EACH SIDE
ATTACH TO EXISTING DECK
WITH #10 TEK SCREWS AT
12"OC, EACH SIDE
ATTACH TO BEAM WITH (2)
HILTI X-U PAF AT 12" OC
1'-0" x 14 GA CONTINUOUS
BENT PLATE
3/16"
3 SIDES
A B
9"
TOP OF BEAM
26'-7 1/2"
TOP OF BEAM
20'-7 1/2"
4'-0"
TOP OF BEAM
19'-5 1/2" (19'-11 1/2" AT SIM)
7'-2" (6'-8" A
T S
IM
)
HSS4x4x
1
4
BEAM, TYP
HSS4
1
2
x4
1
2
x
1
2
COLUMN, RE:
PLAN FOR LOCATIONS
RE: ARCH FOR SCREEN
BEAM, RE: PLANL4x4x
1
4
x1'-0" LEDGER ANGLE
WITH (2)
1
2
" HILTI HIT-Z
ANCHORS, EMBED INTO
EXISTING MASONRY 4
1
2
"
WITH HIT-HY 70 ADH
6"
CAP PLATE, SEAL
WELD ALL AROUND
BEAM, RE: PLAN
CAP PLATE, SEAL
WELD ALL AROUND
3/16"
TYP
3/16"
3/16"
TYP
3/16"
TYP
3/16"
3/16"
TYP
3/16"
3/16"
TYP
3/16"
TYP
3/16"
TYP
3/16"
TYP
3/16"
3/16"
TYP
TOP OF BEAM
26'-7 1/2"
4'-0"
TOP OF BEAM
20'-0" FV
HSS4x4x
1
4
BEAM, TYP
RE: 4/S-101 FOR CONNECTIONS
HSS4
1
2
x4
1
2
x
1
2
COLUMN, RE:
PLAN FOR LOCATIONS
RE: ARCH FOR SCREEN
6"
CAP PLATE, SEAL
WELD ALL AROUND
6'-7 1/2"
EXISTING BEAM, RE: PLAN
3/16"
TYP
4'-0"
VA
RIE
S
HSS4x4x
1
4
BEAM, TYP
RE: 4/S-101 FOR
CONNECTIONS
HSS4
1
2
x4
1
2
x
1
2
COLUMN,
RE: PLAN
RE: ARCH FOR SCREEN
BEAM, RE: PLAN
EXISTING LEDGER ANGLE
CAP PLATE, SEAL
WELD ALL AROUND
6"
DBE
FIELD VERIFY
TOP OF BEAM
26'-7 1/2"
1'-0" MIN
L2
1
2
x2
1
2
x
3
16
EACH SIDE
3/16"
TYP
3/16"
TYP
3/16"
3 SIDES
EXISTING METAL DECK
L3x3x
3
16
"x4'-6" ANGLE, TYP
1
2
" DIA A36 THREADED ROD,
TYP; PROVIDE DOUBLE NUT
ABOVE ANGLE AND A SINGLE
NUT BELOW
P1000 UNISTRUT FOR
LENGTH OF UNIT, TYP;
EXTEND 1'-0" MAX BEYOND
UNIT EACH END
FURNACE; ATTACH TO
UNISTRUT PER
MANUFACTURER'S
RECOMMENDATIONS
RE: MECH FOR LOCATION
RE: 5/M-501 FOR
VIBRATION ISOLATOR
ATTACH ANGLE TO DECK
WITH (2) #10 SDS SCREWS
AT EACH RIB THROUGH
PRE-DRILLED HOLES
3/16"
3/16"
2@12
2@12
TYP
BEAM, RE: PLAN
4'-0"
VA
RIE
S
HSS4x4x
1
4
BEAM, TYP
RE: 4/S-101 FOR
CONNECTIONS
HSS4
1
2
x4
1
2
x
1
2
COLUMN, RE:
PLAN
RE: ARCH FOR SCREEN
EXISTING BEAM, RE: PLAN
CAP PLATE, SEAL
WELD ALL AROUND
6"
TOS
FIELD VERIFY
TOP OF BEAM
26'-7 1/2"
3/16"
TYP
ENGINEER OF RECORD
LARRY L. VORBA, PE
CYNTERGY ENGINEERING, PLLC
CA # 3537
EXPIRES 6/30/2018
810 SOUTH CINCINNATI
SECOND FLOOR
TULSA, OK 74119
918.877.6000
www.cyntergy.com
SHEET NUMBER
SHEET NAME
PROJECT NO:
CHECKED BY:
DRAWN BY:
ISSUES / REVISIONS
ISSUE DATE:
JLK
NW
LARRY LEEVORBA11654
L
I
C
E
NS
E
D
P
R
O
F
E
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IO
N
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S-101
ROOF FRAMING PLAN
JPS 160001001
JENKS EAST INTERMEDIATE
CAFETERIA
HVAC REMODEL
JE
NK
S E
AS
T IN
TE
RM
ED
IA
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C
AF
ET
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HV
AC
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3933 E
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T S
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ROOF FRAMING PLAN
1/8"=1'-0"
3
FRAMING DETAIL
3/4"=1'-0"
4
FRAMING DETAIL
3/4"=1'-0"
5
FRAMING DETAIL
3/4"=1'-0"
6
FRAMING DETAIL
3/4"=1'-0"
N
2
SUSPENDED FURNACE DETAIL
3/4"=1'-0"
7
FRAMING DETAIL
3/4"=1'-0"
BID SET
10"
FV
3"
L5x5x
1
4
, TYP
3
4
" DIA THRU BOLT
AT 12" OC
2"
3"
3"
3'-2"
3'-0" RE: PLAN 3'-4"
3"
1A
TOP OF OPENING
14'-0"
(1'-0" MIN)
EXISTING WALL
SEAL WELD, TYP
EXISTING METAL DECK
L5x3x1/4
EXISTING METAL
DECK
NEW RTU CURB
NEW RTU CURB
BEAM RE: PLAN
BEAM RE: PLAN
RE: CURB MANUFACTURER
FOR CONNECTION
RE: CURB MANUFACTURER
FOR CONNECTION
7
3
4
"
3/16"
3/16"
ANGLE TO
BEAM
ATTACH DECK EDGE TO
BEAM WITH HILTI X-U PAF AT
24" OC, LOCATE 1" FROM
EDGE OF BEAM
ATTACH DECK EDGE TO
ANGLE WITH HILTI X-U PAF
AT EACH RIB, LOCATE 1
1
2
"
FROM EDGE OF ANGLE
CL DECK
SUPPORT
CL DECK
SUPPORT
FIELD VERIFY
FIE
LD
V
ER
IF
Y
INFILL WITH 16 GA ASC
7.5D METAL DECK, OR
EQUIVALENT
REMOVE DECK AT
EXISTING OPENING
FULL LENGTH OF SPAN
LAP WITH EXISTING DECK AND ATTACH WITH
(2) #10 TEK SCREWS AT 12" OC, EACH SIDE
B
EXISTING OPENING
A
C
4C
S-501
REMOVE EXISTING DECK RIB AS REQUIRED
TO PROVIDE LAP AS SHOWN, TYP
FIELD VERIFY EXTENTS
OF NEW DECK
PROVIDE 1'-0" x 2'-0" x
14 GA BENT PLATE
D
EXISTING BEAM
PROVIDE HILTI X-U PAF
AT EACH RIB, LOCATE 1"
FROM BEAM EDGE
1'-0" x 2'-0" x 14 GA
BENT PLATE
EXISTING DECK
E
1'-0" x 2'-0" x 14 GA
BENT PLATE
PROVIDE (4) #10 TEK
SCREWS
3"
1
1
2
"
9"
3" 3"
EXISTING WALL
ATTACH DECK TO LEDGER
WITH HILTI X-U PAF AT EACH
DECK RIB, LOCATE 1
1
2
" FROM
ANGLE EDGE
EXISTING LEDGER ANGLE
F
3"
W8x35 (E
)
W12x22 (E
)
W8x35 (E
)
W12x22 (E
)
NOTE:
AFTER EXISTING AIR HANDLING UNITS ARE REMOVED,
PROVIDE HANDRAILS AT ALL LOCATIONS SHOWN ON
PLAN WHERE HANDRAILS ARE NOT PRESENT.
14'-2
1 2
" F
V
10'-6" F
V
8'-8
1 2
" F
V8'-8
1 2
" F
V
EXISTING GRATING
EXTENTS
AHU TO BE
REMOVED, TYP
6x6-6/6 WWF
1" x 3" STL TOP RAIL
HSS2x2x
3
16
AT BOTH
ENDS AND AT 24" OC
EXISTING BEAM, RE: PLAN
EXISTING GRATING,
CUT AS REQUIRED
TO PLACE POSTS
1
4
" CAP PLATE, SEAL
WELD ALL AROUND
3/16"
TYP
3'-6"
ENGINEER OF RECORD
LARRY L. VORBA, PE
CYNTERGY ENGINEERING, PLLC
CA # 3537
EXPIRES 6/30/2018
810 SOUTH CINCINNATI
SECOND FLOOR
TULSA, OK 74119
918.877.6000
www.cyntergy.com
SHEET NUMBER
SHEET NAME
PROJECT NO:
CHECKED BY:
DRAWN BY:
ISSUES / REVISIONS
ISSUE DATE:
JLK
NW
LARRY LEEVORBA11654
L
I
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E
NS
E
D
P
R
O
F
E
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IO
N
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S-501
FRAMING DETAILS
JPS 160001001
JENKS EAST INTERMEDIATE
CAFETERIA
HVAC REMODEL
JE
NK
S E
AS
T IN
TE
RM
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IA
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FRAMING DETAIL
1"=1'-0"
2
FRAMING DETAIL
1"=1'-0"
3
FRAMING DETAIL
1"=1'-0"
4
DECK INFILL DETAIL
NTS
5
ENLARGED MEZZANINE PLAN
3/16"=1'-0"
6
HANDRAIL DETAIL
1"=1'-0"
BID SET
2
1
3
3
T
T
T
T
FS FS
FS
FS
FS
FS
FS
FS FS
4
5
1
REFLECTED CEILING DEMOLITION PLAN
3/32" = 1'-0"
ARCHITECT OF RECORD
DAVID F. PHELPS, AIA
CYNTERGY ENGINEERING, PLLC
CA # 3537
EXPIRES 6/30/2018
810 SOUTH CINCINNATI
SECOND FLOOR
TULSA, OK 74119
918.877.6000
www.cyntergy.com
SHEET NUMBER
SHEET NAME
PROJECT NO:
CHECKED BY:
DRAWN BY:
ISSUES / REVISIONS
ISSUE DATE:
DFP
CCW
DAVID F.PHELPS3504
S
T
E
O
F
OK
A
H
T
O
A
M
A
L
L
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N
E
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AD101
REFLECTED CEILING
DEMOLITION PLAN
JPS 160001001
JENKS EAST INTERMEDIATE
CAFETERIA
HVAC REMODEL
JE
NK
S E
AS
T IN
TE
RM
ED
IA
TE
C
AF
ET
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HV
AC
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3933 E
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1. MEZZANINE ABOVE CEILING @ APROX 12'-6" AFF.
2. ACCESS LADDER TO REMAIN.
3. KITCHEN EXHAUST HOODS TO REMAIN.
4. EXISTING GRILLS AT BULKHEAD TO BE REMOVED.
REPAIR AND REFINISH DAMAGED SURFACES.
5. PROVIDE 20 GAGE PRE-FINISHED METAL COVER
PLATES WHERE EXISTING PIES HAVE BEE REMOVED.
PROVIDE COVER THAT IS 2" LARGER THAT OPENING.
SET IN BED OF SEALANT AT ATTACH TO MASONRY. AT
FILL ONE SIDE OF BRICK MASONRY OPENING WITH
FULL WYTHE OF EXTRUDED POLYSTYRENE
INSULATION AND SEAL TO BRICK WITH SPRAY FOAM.
DEMO KEYNOTES
1. CONTRACTOR TO FIELD VERIFY ALL EXISTING
CONDITIONS, DIMENSIONS AND REPORT
DIFFERENCES BETWEEN THESE DRAWINGS AND
ACTUAL FIELD CONDITIONS TO THE ARCHITECT FOR
RESOLUTION.
2. WORK SHALL BE PERFORMED IN STRICT
ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL
CODES AND ORDINANCES.
3. EXISTING CONSTRUCTION SHOWN TO REMAIN
INCLUDING, BUT NOT LIMITED TO: WALLS, PARTITIONS,
DOORS, FRAMES, ETC. SHALL BE PROTECTED DURING
DEMOLITION. DAMAGE TO EXISTING CONSTRUCTION
SHOWN TO REMAIN SHALL BE RESTORED TO MATCH
PRE-DAMAGED CONDITION.
4. PROVIDE ALL NECESSARY SHORING, BRACING, AND
SUPPORT TO PREVENT MOVEMENT, SETTLEMENT, OR
COLLAPSE OF STRUCTURE OR ELEMENT TO BE
DEMOLISHED, AND ADJACENT STRUCTURE OR
ELEMENT SHOWN TO REMAIN.
5. WHERE ITEMS ARE SHOWN TO BE REMOVED FROM
EXISTING CONSTRUCTION, REPAIR AND PATCH
DAMAGED SUBSTRATE AND PREPARE FOR NEW
FINISH. REPAIR AND PATCH ALL REMAINING
SUBSTRATES THAT WERE ORIGINALLY CONCEALED
BY EXISTING FINISHES, BUT WILL NOW BE EXPOSED IN
THE NEW CONSTRUCTION.
6. ALL CEILING HEIGHTS ARE TO REMAIN THE SAME AS
EXISTING HEIGHTS.
7. ALL DEMOLISHED ITEMS BECOME THE PROPERTY OF
THE CONTRACTOR, UNO. COMPLETELY REMOVE ALL
ITEMS FROM THE SITE AND DISPOSE OR SALVAGE.
8. VERIFY WITH OWNER AND ARCHITECT OF ITEMS
SPECIFICALLY NOT INDICATED ON DRAWINGS TO BE
SALVAGED AND/OR DELIVERED BACK TO OWNER.
9. THE CONTRACTOR SHALL PROTECT OR REMOVE AND
REINSTALL KITCHEN EQUIPMENT. DAMAGE TO
EQUIPMENT WILL BE THE RESPONSIBILITY OF THE
CONTRACTOR. DAMAGED EQUIPMENT SHALL BE
RESTORED TO NEW CONDITION OR REPLACED.
10. THE PROPOSED CEILING DEMOLITION IS
DIAGRAMMATIC AND NOT INTENDED TO ILLUSTRATE
THE EXACT EXTENT OF ITEMS TO BE REMOVED. IT IS
THE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE THE FINAL EXTENT OF ALL ITEMS TO BE
REMOVED.
DEMO PLAN NOTES
A. EXISTING CEILING GRID AND
TILES TO REMAIN.
B. REMOVE, PROTECT AND
STORE THE CEILING GRID,
TILES, LIGHT FIXTURES AND
DIFFUSERS FOR REUSE AND
INSTALLATION.
CONTRACTORS OPTION TO
SUSPEND LIGHTS AND
DIFFUSERS IN THEIR ORIGINAL
POSITION.
C. REMOVE CEILING GRID, TILES,
LIGHT FIXTURES AND
DIFFUSERS. PREP FOR NEW
CEILING GRID, TILES, NEW
LIGHT FIXTURES AND
DIFFUSERS.
DEMO LEGEND
BID SET
103
ELEC
105
LAUNDRY
102
CAN WASH
101
CORRIDOR
106
MECH
107
STORAGE
109
LOCKERS
111
STORAGE
110
TLT
112
OFFICE
114
SERVING
113
KITCHEN
116
OFFICE
115
CHEM STOR
118
EATING
120
EATING
119
VEST
122
CORR
128
VEST
123
BOYS
124
WASH
127
GIRLS
130
OFFICE
129
CLINIC
125
JAN/MECH126
MECH
131
TLT
133
REST
132
EATING
121
SOUPS & SALADS
117
SCULLERY
104
PUMPS
2
1
3
3
REPLACE EXISTING
LIGHTS WITH NEW,
RE: 1/E-101
REPLACE EXISTING
LIGHTS WITH NEW,
RE: 1/E-101
REPLACE EXISTING
LIGHTS AND
CEILING TILES WITH
NEW, RE: 1/E-101
1
REFLECTED CEILING PLAN
3/32" = 1'-0"
ARCHITECT OF RECORD
DAVID F. PHELPS, AIA
CYNTERGY ENGINEERING, PLLC
CA # 3537
EXPIRES 6/30/2018
810 SOUTH CINCINNATI
SECOND FLOOR
TULSA, OK 74119
918.877.6000
www.cyntergy.com
SHEET NUMBER
SHEET NAME
PROJECT NO:
CHECKED BY:
DRAWN BY:
ISSUES / REVISIONS
ISSUE DATE:
DFP
CCW
DAVID F.PHELPS3504
S
T
E
O
F
OK
A
H
T
O
A
M
A
L
L
C
E
N
E
DC
H
E
C
I
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AR
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A-101
REFLECTED CEILING PLAN
JPS 160001001
JENKS EAST INTERMEDIATE
CAFETERIA
HVAC REMODEL
JE
NK
S E
AS
T IN
TE
RM
ED
IA
TE
C
AF
ET
ER
IA
HV
AC
R
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OD
EL
3933 E
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T 91S
T S
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TU
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A, O
K 74137
11/1/2016
N
1. MEZZANINE ABOVE CEILING @ APROX 12'-6" AFF.
2. ACCESS LADDER TO REMAIN.
3. KITCHEN EXHAUST HOODS TO REMAIN.
RCP KEYNOTES
1. CONTRACTOR TO VERIFY AND DOCUMENT TYPE AND
COLOR OF GRIDS AND TYPE AND FINISH OF LAY-IN
TILE.
2. ALL GRIDS AND LAY-IN TILE THAT ARE REPLACE ARE
TO MATCH ORIGINAL TYPE AND FINISH.
RCP NOTES
A. EXISTING CEILING GRID AND
TILES TO REMAIN.
B. REINSTALL EXISTING CEILING
GRID, TILES, LIGHTS, AND
DIFFUSERS TO THEIR ORIGINAL
CONDITION, UNLESS NOTED
OTHERWISE.
RCP LEGEND
BID SET
14'-2 1/4" 9'-0" 8'-9 3/4" 9'-5 1/4" FV 11'-0" FV 9'-0" 8'-0" 5'-9 1/2" 13'-3" 5'-10"
1'-6 1/2"
112'-10" FV
19
'-3
" F
V3
2'-7
" F
V
51
'-1
0" F
V
23'-6" 7'-4 1/2"
18
'-7
"1
5'-1
0 1
/2
"1
6'-8
1
/2
"
9'-0"
9'-0"9'-0"
8'-0"
1'-0"
2'-8"
12
'-4
1 2
"±
9'-4"±
11
'-3
1 2
"±
18
'-5
1 2
"±
16
'-1
0
1 4
"±
8'-5
3 4
"±
15
'-0
3 4
"±
6'-4
1 4
"±
EXISTING ROOFING TO BE
REMOVED AND REPLACED AS
REQUIRED FOR INSTALLATION
OF NEW FRAMING AND HVAC
NEW VTR LOCATION
NEW VTR LOCATION
PROVIDE TAPERED
INSULATION CRICKETS
SLOPED 1/4"/FT AT ALL
NEW RTU'S
RE: 3/A-102RE: 6/A-102RE: 6/A-102
EXISTING ROOFING TO BE
REMOVED AND REPLACED AS
REQUIRED FOR INSTALLATION
OF NEW FRAMING AND HVAC
EXISTING FLUES
EXISTING ROOF HATCH
36" WIDE,
TYP
PROVIDE
WALKWAYCAP-SHEET
STRIPS TO AND
AROUND RTUS
REFER TO 2/A-102 FOR
ALL ROOF CURBS
TYPICAL
COUNTER FLASHING FASTENERS
APPROX. 24" O.C. BEYOND
FLASHING AND COUNTERFLASHING
FASTENERS MAXIMUM 8" O.C.
CANT STRIP NAILED TO NAILER
AND CURB
BASE FLASHING
ROOF MEMBRANE
BASE/PLY SHEET(S)
EXISTING ROOF STRUCTURAL
EXISTING ROOF INSULATION
8" M
IN
.
8
"
M
I
N
.
PREFABRICATED METAL RTU
CURB. RE: MECH.
STEEL FRAMING. RE: STRUCT.
INSULATION
2X4 WOOD NAILER
EXISTING JOIST
INSULATE INSIDE OF METAL WORK
SHEET METAL ENCLOSURE -
CROSSBREAK OR SLOPE FOR
DRAINAGE
SHEET METAL OR FLEX-TUBE COLLAR
FLASHING RECEIVER
SLOPE PIPES DOWN FROM HOOD
MINIMUM 4" CLEARANCE FROM PIPE TO
TOP OF CURB-MINIMUM 2" BETWEEN
PIPES
FILL OPENING WITH FOAM
INSULATION AIR TIGHT AFTER
LINES ARE INSTALLED
CAP FLASHING
FASTENERS AT 24" O.C.
REMOVABLE COUNTERFLASHING
FASTENERS MAXIMUM 8" O.C.
CANT NAILED TO NAILER AND CURB
BASE FLASHING
SET BOLTS IN ELASTOMERIC SEALANT
CONTINUOUS NEOPRENE PAD
EXISTING ROOF INSULATION
EXISTING ROOF STRUCTURE
ROOF MEMBRANE
EXISTING BASE/PLY SHEET(S)
8" M
IN
.
MECHANICAL EQUIPMENT SKID CHANNEL
ENGINEERED STEEL EQUIPMENT
RAIL
COUNTER FLASHING FASTENERS
APPROX. 24" O.C. BEYOND
FLASHING AND COUNTERFLASHING
FASTENERS MAXIMUM 8" O.C.
CANT STRIP NAILED TO NAILER
AND CURB
BASE FLASHING
ROOF MEMBRANE
BASE/PLY SHEET(S)
EXISTING ROOF STRUCTURAL
EXISTING ROOF INSULATION
8" M
IN
.
8
"
M
I
N
.
PREFABRICATED METAL RTU
CURB. RE: MECH.
STEEL FRAMING. RE: STRUCT.
INSULATION
2X4 WOOD NAILER
EXISTING JOIST
STEEL TUBE FRAMING,
REFER STRUCTURAL
LIQUID APPLIED
FLASHING SYSTEM
MODIFIED BITUMEN,
INSTALL PER
MANUFACTURER'S
ROOFING SYSTEM
REQUIREMENTS
CANT STRIP
NEW RIGID INSULATION,
MATCH EXISTING
METAL ROOF DECK,
REFER STRUCTURAL
EXISTING
MASONRY WALL
TURN LIQUID FLASHING
UP PARAPET 4"
5/8" FIRE RATED FIBER
REINFORCED COVER
BOARD
MANUFACTURER'S
STANDARD
TIE IN EXISTING MODIFIED ROOF
MEMBRANE
PER MANUFACTURER REQ.
NEW STEEL INSULATED
CURB
INSULATED DUCT
24 GA. COUNTER
FLASHING
8"
WATER PROOF DUCT
WRAP OVER FLASHING
BY MECHANICAL
FASTEN COUNTER
FLASHING TO DUCT
LONG SPAN DUCT
2'-6"
CORNER BEAD
3 5/8" METAL STUDS
5/8" GYP. BOARD
SUSPENDED CEILING
+10'-0"
+11'-5 1/2"
REFER MECHANICAL; PAINTTO MATCH WALL FINISH
COUNTER FLASHING FASTENERSAPPROX. 24" O.C. BEYOND
FLASHING AND COUNTERFLASHING
FASTENERS MAXIMUM 8" O.C.
CANT STRIP NAILED TO NAILERAND CURB
BASE FLASHING
ROOF MEMBRANE
BASE/PLY SHEET(S)
EXISTING ROOF STRUCTURAL
EXISTING ROOF INSULATION
8" MIN.
8"MIN.
PREFABRICATED METAL RTUCURB. RE: MECH.
STEEL FRAMING. RE: STRUCT.INSULATION
2X4 WOOD NAILER
EXISTING JOIST
INSULATE INSIDE OF METAL WORK
SHEET METAL ENCLOSURE -
CROSSBREAK OR SLOPE FORDRAINAGE
SHEET METAL OR FLEX-TUBE COLLAR
FLASHING RECEIVER
SLOPE PIPES DOWN FROM HOOD
MINIMUM 4" CLEARANCE FROM PIPE TOTOP OF CURB-MINIMUM 2" BETWEEN
PIPES
FILL OPENING WITH FOAMINSULATION AIR TIGHT AFTER
LINES ARE INSTALLED
CAP FLASHING
FASTENERS AT 24" O.C.
REMOVABLE COUNTERFLASHING
FASTENERS MAXIMUM 8" O.C.
CANT NAILED TO NAILER AND CURB
BASE FLASHING
SET BOLTS IN ELASTOMERIC SEALANT
CONTINUOUS NEOPRENE PAD
EXISTING ROOF INSULATION
EXISTING ROOF STRUCTURE
ROOF MEMBRANE
EXISTING BASE/PLY SHEET(S)
8" MIN.
MECHANICAL EQUIPMENT SKID CHANNEL
ENGINEERED STEEL EQUIPMENT
RAIL
COUNTER FLASHING FASTENERSAPPROX. 24" O.C. BEYOND
FLASHING AND COUNTERFLASHING
FASTENERS MAXIMUM 8" O.C.
CANT STRIP NAILED TO NAILERAND CURB
BASE FLASHING
ROOF MEMBRANE
BASE/PLY SHEET(S)
EXISTING ROOF STRUCTURAL
EXISTING ROOF INSULATION
8" MIN.
8"MIN.
PREFABRICATED METAL RTUCURB. RE: MECH.
STEEL FRAMING. RE: STRUCT.INSULATION
2X4 WOOD NAILER
EXISTING JOIST
TIE IN EXISTING MODIFIED ROOFMEMBRANE
PER MANUFACTURER REQ.
NEW STEEL INSULATED
CURB
INSULATED DUCT
24 GA. COUNTERFLASHING
8"
WATER PROOF DUCTWRAP OVER FLASHING
BY MECHANICAL
FASTEN COUNTER
FLASHING TO DUCT
LONG SPAN DUCT
1
ROOF PLAN
3/32" = 1'-0"
ARCHITECT OF RECORD
DAVID F. PHELPS, AIA
CYNTERGY ENGINEERING, PLLC
CA # 3537
EXPIRES 6/30/2018
810 SOUTH CINCINNATI
SECOND FLOOR
TULSA, OK 74119
918.877.6000
www.cyntergy.com
SHEET NUMBER
SHEET NAME
PROJECT NO:
CHECKED BY:
DRAWN BY:
ISSUES / REVISIONS
ISSUE DATE:
DFP
CCW
DAVID F.PHELPS3504
S
T
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O
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OK
A
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A-102
ROOF PLAN
JPS 160001001
JENKS EAST INTERMEDIATE
CAFETERIA
HVAC REMODEL
JE
NK
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N
1. IF POSSIBLE REUSE EXISTING ROOF OPENINGS FOR
NEW RTU DUCT ROUTING. MAINTAIN
MANUFACTURER'S RECOMMENDED CLEARANCES
AROUND EACH UNIT.
2. COORDINATE NEW RTU LOCATION WITH EXISTING
EXHAUST AND VENT LOCATIONS. MAINTAIN MIN 10'
CLEARANCE FROM ANY EXHAUST OR VENT
OPENINGS.
3. ROOF AREA TO BE REMOVED IS DIAGRAMMATIC. THE
CONTRACTOR IS RESPONSIBLE FOR DETERMINE THE
AMOUNT AND LOCATIONS OF ROOF MEMBRANE AND
INSULATION TO REMOVE FOR INSTALLATION OF NEW
STEEL SUPPORTS.
4. MATCH EXISTING ROOF MEMBRANE AND INSULATION.
PROVIDE
1
2
" FIRE RATED DENS DECK COVER BOARD.
5. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL
EXISTING CONSTRUCTION AND EQUIPMENT BELOW
WHILE THE ROOF IS OPEN. REMOVE ONLY ENOUGH
ROOF AREA THAT CAN BE MADE WATERTIGHT PRIOR
TO THE NEXT RAIN EVENT.
6. EXISTING DRAWINGS INDICATE THAT THE EXISTING
ROOF IS CREATING A 1 HOUR FIRE SEPARATION.
CONTRACTOR IS TO VERIFY THE ROOF/INSULATION
CROSS SECTION AND PROVIDE COMPLETE SYSTEM
TO MATCH.
7. REFER TO SHEET S-001 FOR ROOF MEMBRANE WIND
LOADING REQUIREMENTS.
8. ALL VERTICAL PENETRATIONS INCLUDING BUT NOT
LIMITED TO VTRS AND SCREEN SUPPORTS TO BE
FLASHED WITH FLUID APPLIED FLASHING SYSTEM.
9. ALL TRADES ARE RESPONSIBLE TO REMOVE ALL
DEBRIS EACH DAY INCLUDING BUT NOT LIMITED TO
SCREWS, NAILS, AND FASTENERS.
PLAN NOTES
1
2
RTU ROOF CURB DETAIL
1 1/2" = 1'-0"
3
PENETRATION FLASHING DETAIL
1 1/2" = 1'-0"
4
PIPING THROUGH ROOF DETAIL
1 1/2" = 1'-0"
5
ROOF CURB DETAIL
1 1/2" = 1'-0"
6
TYPICAL DUCT
PENETRATION
1 1/2" = 1'-0"
BID SET
6"
VA
RIE
S
4'-0
"2
"
8"
8"
3"
J-TRIM W/ WEEPS
STANDARD R-PANEL
CONTINUOUS CLEAT
TOP TRIM TO HIDE
FASTENER
NOTE:
ALL TRIM PIECES
TO BE
MANUFACTURERS
STANDARD TRIM
GAGE. COLOR TO
MATCH PANEL
NEW PARAPET CAP TO
MATCH EXISTING
1/2" FIRE RATED DENSE DECK
CONTRACTOR TO VERIVY WITH
EXISTING
INSULATION TO MATCH EXISTING TYPE
AND THICKNESS
ROOF STRUCTURE
SIPLAST PARAPRO 123 LIQUID FLASHING.
INSTALL PER MANUFACTURERS
REQUIREMENTS
SCREEN SUPPORT
SIPLAST ROOF MEMBRANE
CONTRACTOR TO VERIFY WITH
SIPLAST REQUIRED SYSTEM
EXISTING LOAD
BEARING BRICK WALL
8"
8"
1
SCREENWALL DETAIL
1 1/2" = 1'-0"
PARAPRO 123
FLASHING
SYSTEM
ARCHITECT OF RECORD
DAVID F. PHELPS, AIA
CYNTERGY ENGINEERING, PLLC
CA # 3537
EXPIRES 6/30/2018
810 SOUTH CINCINNATI
SECOND FLOOR
TULSA, OK 74119
918.877.6000
www.cyntergy.com
SHEET NUMBER
SHEET NAME
PROJECT NO:
CHECKED BY:
DRAWN BY:
ISSUES / REVISIONS
ISSUE DATE:
DFP
CCW
DAVID F.PHELPS3504
S
T
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O
F
OK
A
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T
O
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A
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R
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S.d
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A-103
ROOF DETAILS
JPS 160001001
JENKS EAST INTERMEDIATE
CAFETERIA
HVAC REMODEL
JE
NK
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AC
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11/1/2016
PS-304
SEALANT
TYPICAL VENT
PENETRATION
2
PENETRATION DETAIL
1 1/2" = 1'-0"
BID SET
ENGINEER OF RECORD
MICHAEL D. OBERMARK, PE
CYNTERGY ENGINEERING, PLLC
CA # 3537
EXPIRES 6/30/2018
810 SOUTH CINCINNATI
SECOND FLOOR
TULSA, OK 74119
918.877.6000
www.cyntergy.com
SHEET NUMBER
SHEET NAME
PROJECT NO:
CHECKED BY:
DRAWN BY:
ISSUES / REVISIONS
ISSUE DATE:
MDO
GDT
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MP001
MECHANICAL AND PLUMBING
SYMBOLS AND ABBREVIATIONS
JPS 160001001
JENKS EAST INTERMEDIATE
CAFETERIA
HVAC REMODEL
JE
NK
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HV
AC
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DUCT SECTION, EXHAUST
DUCTWORK TOE-HEEL TAP
(RECTANGULAR TO
RECTANGULAR)
RETURN GRILLE
EXHAUST GRILLE
DUCTWORK CONICAL TAP
(RECTANGULAR TO ROUND)
5'-0" MAX LENGTH FOR
FLEX DUCT
RIGID ELBOW, FLEXIBLE
ELBOWS NOT ALLOWED
RIGID SUPPLY DUCTWORK
90° RECTANGULAR ELBOW
WITH SINGLE THICKNESS
TURNING VANES
90° ROUND ELBOW,
RADIUS/DIAMETER=1.5
45° RECTANGULAR BEND,
RADIUS/DIAMETER=1.5
45° ROUND BEND,
RADIUS/DIAMETER=1.5
DUCTWORK CONICAL TAP
(ROUND-TO-ROUND)
F=FALL IN DUCT ELEV R=RISE
IN DUCT ELEV
NOTE: AIR DISTRIBUTION DEVICES ARE
ARE DENOTED AS ILLUSTRATED BELOW:
90° RECTANGULAR ELBOW
DOWN WITH SINGLE
THICKNESS TURNING VANES
90° RECTANGULAR ELBOW
UP WITH SINGLE THICKNESS
TURNING VANES
LINEAR DIFFUSER, NO ARROWS
INDICATE 2-WAY AIR PATTERN
SIDEWALL REGISTER OR GRILLE
CEILING DIFFUSER SQUARE
PATTERN. NO ARROWS INDICATE
4-WAY AIR PATTERN
DUCT SECTION, RETURN
MVD
SUPPLY DIFFUSER
MAIN DUCTWORK
DIFFUSER
NOTE: SINGLE LINE DUCT TAP SYMBOLS ARE DENOTED
AS ILLUSTRATED BELOW:
RECTANGULAR TO RECTANGULAR
ROUND TO ROUND
RECTANGULAR TO ROUND
DUCT SIZE TRANSITION
CEILING DIFFUSER ROUND
PATTERN. NO ARROWS
INDICATE 4-WAY AIR PATTERN
DUCT SECTION, SUPPLY
90° ROUND ELBOW DOWN
90° ROUND ELBOW UP
S/A DIFFUSER WITH FACTORY
INSTALLED QUADRANT BLANKS.
PROVIDE BLANKS AS SHOWN ON
DRAWINGS.
FIRE/SMOKE DAMPER
DEFINITION OF LINEWEIGHTS AND LINETYPES:
OUTLINE OF NEW EQUIPMENT
INSTALLED ABOVE THE FLOOR
SHOWN (I.E., ROOF)
XXX-X
EQUIPMENT TAG
EQUIPMENT NUMBER
BFW
CHWS
CHWR
BA
CA
CD
CP
LPC
MPC
HPC
CWS
CWR
HWS
HWR
S
MPS
HPS
RG
RL
RS REFRIGERANT SUCTION
REFRIGERANT LIQUID
REFRIGERANT GAS
STEAM, HIGH PRESS 125 PSI & ABOVE
STEAM, MED PRESS 16-124 PSI
STEAM, LOW PRESS 0-15 PSI
HEATING WATER RETURN
HEATING WATER SUPPLY
CONDENSER WATER RETURN
CONDENSER WATER SUPPLY
CONDENSATE, HIGH PRESS
125 PSI & ABOVE
CONDENSATE, MED PRESS 16-124 PSI
CONDENSATE, LOW PRESS 0-15 PSI
CONDENSATE, PUMPED
CONDENSATE, DRAIN
COMPRESSED AIR
COMPRESSED AIR, BREATHING AIR
CHILLED WATER RETURN
CHILLED WATER SUPPLY
BOILER FEED WATER
PIPE LABEL DESCRIPTION
SYMBOL DESCRIPTIONSYMBOL DESCRIPTION
AUTOMATIC AIR VENT
BACKFLOW PREVENTER
BALL VALVE
BASKET STEAM TRAP
BLIND FLANGE
BUTTERFLY VALVE
CAP
CHECK VALVE
CHECK VALVE, SILENT
CIRCUIT SETTER
COMPRESSED AIR CONNECTION
CONTROL VALVE, 2-WAY
CONTROL VALVE, 3-WAY
FLEXIBLE CONNECTOR
GATE VALVE
GATE VALVE, ANGLE
GENERAL VALVE, SEE SPECS
GLOBE VALVE
GLOBE VALVE, ANGLE
PLUG VALVE
PRESSURE AND TEMPERATURE RELIEF
PRESSURE REDUCING STATION, STEAM
PRESSURE REDUCING VALVE
RELIEF VALVE, ASME
SOLENOID VALVE
STRAINER
SUCTION DIFFUSER
THERMOSTAT, HUMIDISTAT
TRIPLE DUTY VALVE
UNION
VENTURI
RISER DOWN (ELBOW)
RISER UP (ELBOW)
RISE OR DROP
TEE DOWN
TEE UP
TOP CONNECTION
BOTTOM CONNECTION
SIDE CONNECTION
FLOW IN DIRECTION OF ARROW
PIPE SLOPE IN DIRECTION OF ARROW
TIE-IN TO EXISTING AT THIS POINT
REMOVE EXISTING TO THIS POINT
PUMP
DEVICE TYPE, REFER TO SCHEDULE
AIRFLOW IN CFM
NECK SIZE IN INCHES
XXxXX
XXX
NEW CONSTRUCTION
EXISTING TO REMAIN
DEMOLITION
PRS
PSD
T H
45° RECTANGULAR BEND
END CAP
F
AAV
TYPICAL RUNOUT:
S
HT CO2TEMPERATURE, HUMIDITY & CO2 SENSOR
X
FS
FIRE DAMPERF
SMOKE DAMPERS
DAMPER SYMBOLS:
MOTORIZED DAMPERM
HVAC SYMBOLS LEGEND
DUCTWORK SPIN-IN TAP
(RECTANGULAR TO ROUND)
R REFRIGERANT
DUCTWORK 45° LATERAL TAP
(ROUND-TO-ROUND)
DUCTWORK 90° TAP
(ROUND-TO-ROUND)
SMOKE DETECTORSD
X"Ø
(e.g., 6"Ø)
ROUND DUCT SIZE IN INCHES
XxX
(e.g., 10x10)
RECTANGULAR DUCT SIZE IN INCHES
SIDEWALL GRILLE
RECTANGULAR TO ROUND
TRANSITION
A
AC AIR COMPRESSOR
ACC AIR COOLED CHILLER
ACFM ACTUAL CUBIC FEET PER MINUTE
ADD ADDENDUM
ADJ ADJUSTABLE
AFF ABOVE FINISHED FLOOR
AHU AIR HANDLING UNIT
AFUE ANNUAL FUEL UTILIZATION EFFICIENCY
APD AIR PRESSURE DROP
AR AIR RECEIVER
AV ACID VENT
AVTR ACID VENT THRU THE ROOF
AW ACID WASTE
B
BA BREATHING AIR, COMPRESSED
BAC BREATHING AIR COMPRESSOR
BCU BLOWER COIL UNIT
BFF BELOW FINISHED FLOOR
BFPD BACK FLOW PREVENTION DEVICE
BFW BOILER FEED WATER
BTUH BRITISH THERMAL UNIT PER HOUR
C
CA COMPRESSED AIR
CC COOLING COIL
CD CONDENSATE DRAIN
CF CEILING FAN
CFM CUBIC FEET PER MINUTE
CH CHILLER (WATER COOLED)
CHWP CHILLED WATER PUMP
CHWS CHILLED WATER SUPPLY
CHWR CHILLED WATER RETURN
CL CENTER LINE
CO CLEANOUT
CONT CONTINUATION
CP PUMPED CONDENSATE
CT COOLING TOWER
CU CONDENSING UNIT
CWP CONDENSER WATER PUMP
CWS CONDENSER WATER SUPPLY
CWR CONDENSER WATER RETURN
D
DCW DOMESTIC COLD WATER
DF DRINKING FOUNTAIN
DHW DOMESTIC HOT WATER
DI DEIONIZED WATER
DN DOWN
DOAU DEDICATED OUTDOOR AIR UNIT
DP DEWPOINT
DS DISTILLED WATER
DWG DRAWING
DWV DRAIN WASTE AND VENT
E
(E) EXISTING TO REMAIN
E/A EXHAUST AIR
EAG EXHAUST AIR GRILLE
EAT ENTERING AIR TEMPERATURE
EDB ENTERING DRY BULB
EEW EMERGENCY EYE WASH
EF EXHAUST FAN
ENGR ENGINEER
EPO EMERGENCY POWER OFF
ESP EXTERNAL STATIC PRESSURE
EQUIP EQUIPMENT
EWB ENTERING WET BULB
EWC ELECTRIC WATER COOLER
EWH ELECTRIC WATER HEATER
EWT ENTERING WATER TEMPERATURE
EXT EXPANSION TANK
F
F FAHRENHEIT
FCO FLOOR CLEANOUT
FCU FAN COIL UNIT
FD FLOOR DRAIN
FH FUME HOOD
FLR FLOOR
FP FIRE PROTECTION
FPM FEET PER MINUTE
FPWH FREEZE PROOF WALL HYDRANT
FS FLOOR SINK
FT FOOT, FEET
G
G NATURAL GAS, LOW PRESSURE
GAL GALLON, GALLONS
GPF GALLONS PER FLUSH
GPH GALLONS PER HOUR
GPM GALLONS PER MINUTE
GCO GRADE CLEAN OUT
GW GREASE WASTE
GWH GAS WATER HEATER
H
HB HOSE BIBB
HD HEAD
HP HORSEPOWER
HPC HIGH PRESSURE CONDENSATE
HPG NATURAL GAS, HIGH PRESSURE
HPS HIGH PRESSURE STEAM
HWR HEATING WATER RETURN
HWS HEATING WATER SUPPLY
HEX HEAT EXCHANGER
I
IDU INDOOR UNIT
IH INTAKE HOOD
IN INCH, INCHES
INV INVERT
INWC INCHES OF WATER COLUMN
IW IRRIGATION WATER
K
KW KILOWATT
K THOUSAND
L
L LOUVER
LAT LEAVING AIR TEMPERATURE
LB POUND, POUNDS
LDB LEAVING DRY BULB
LPC LOW PRESSURE CONDENSATE
LPS LOW PRESSURE STEAM
LWB LEAVING WET BULB
LWT LEAVING WATER TEMPERATURE
M
M THOUSAND
MBH THOUSAND BTUH
MFG MANUFACTURER
MPG NATURAL GAS, MEDIUM PRESSURE
MIN MINIMUM
MISC MISCELLANEOUS
MPC MEDIUM PRESSURE CONDENSATE
MPS MEDIUM PRESSURE STEAM
MSB MOP SINK BASIN
MVD MANUAL VOLUME DAMPER
N
NC NORMALLY CLOSED
NIC NOT IN CONTRACT
NO NORMALLY OPEN or NUMBER
NOM NOMINAL
NTS NOT TO SCALE
O
O/A OUTSIDE AIR
ODU OUTDOOR UNIT
P
PH PHASE
PRD PRIMARY ROOF DRAIN
PRV PRESSURE REDUCING VALVE
PSI POUNDS PER SQUARE INCH
PSIA POUNDS PER SQUARE INCH ABSOLUTE
PSIG POUNDS PER SQUARE INCH GAGE
R
(R) EXISTING TO REMAIN, RELOCATE
R REFRIGERANT
R/A RETURN AIR
RAD REFRIGERATED AIR DRYER
RAG RETURN AIR GRILLE
RD ROOF DRAIN
RE REFER TO
RG REFRIGERANT GAS
RH RELATIVE HUMIDITY
RL REFRIGERANT LIQUID
RL/A RELIEF AIR
RM ROOM
RPM REVOLUTIONS PER MINUTE
RPS REVOLUTIONS PER SECOND
RS REFRIGERANT SUCTION
RTU ROOFTOP UNIT
RV RELIEF VALVE
Ø ROUND, DIAMETER
S
S/A SUPPLY AIR
SAG SUPPLY AIR GRILLE
SCFM STANDARD CUBIC FEET PER MINUTE
SD STORM DRAIN
SF SUPPLY FAN
SP STATIC PRESSURE
SRD SECONDARY ROOF DRAIN
SS SANITARY SEWER or STAINLESS STEEL
STM STEAM
SQIN SQUARE INCH/INCHES
SQFT SQUARE FOOT/FEET
T
T/A TRANSFER AIR
TAG TRANSFER AIR GRILLE
TDH TOTAL DYNAMIC HEAD
TEMP TEMPERATURE
THRU THROUGH
TMV THERMOSTATIC MIXING VALVE
TSP TOTAL STATIC PRESSURE
TSTAT THERMOSTAT
TYP TYPICAL
U
UH UNIT HEATER
UL UNDERWRITER'S LABORATORIES
UNO UNLESS NOTED OTHERWISE
UR URINAL
V
V VENT or VOLT
VAC VACUUM
VFD VARIABLE FREQUENCY DRIVE
VRF VARIABLE REFRIGERANT FLOW
VTR VENT THRU THE ROOF
VTW VENT THRU THE WALL
W
W WATT
WAG WATER AND GAS
WB WET BULB or WASHER BOX
WC WATER CLOSET
WHA WATER HAMMER ARRESTOR
Y
YH YARD HYDRANT
MECHANICAL ABBREVIATIONS
GAS REGULATOR
S
DEFINITION OF LINEWEIGHTS AND LINETYPES:
OUTLINE OF NEW EQUIPMENT INSTALLED
ABOVE THE FLOOR SHOWN (I.E., ROOF)
DISTILLED WATER
DEMINERALIZED OR DEIONIZED WATER
DOMESTIC COLD WATER
DOMESTIC HOT WATER
DOMESTIC HOT WATER RETURN
DOMESTIC HOT WATER (110°F)
DOMESTIC HOT WATER (140°F)
NATURAL GAS, LOW PRESS
NATURAL GAS, MED PRESS
NATURAL GAS, HIGH PRESS
ROOF DRAIN
STORM DRAIN
VENT, SANITARY SEWER
VENT, ACID WASTE
VACUUM
WASTE, ACID
WASTE, GREASE
WASTE, SANITARY SEWER
VENT, GREASE
DS
DI
DCW
DHW
DHWR
110°F
140°F
G
MG
HG
RD
SD
V
AV
GV
VAC
AW
GW
SS
XXX-X
EQUIPMENT TAG
EQUIPMENT NUMBER
BACKFLOW PREVENTER, SEE SPECS
BLIND FLANGE
CAP
CHECK VALVE
CHECK VALVE, SILENT
CIRCUIT SETTER
FLEXIBLE CONNECTOR
GENERAL VALVE, SEE SPECS
PRESSURE AND TEMPERATURE RELIEF
PRESSURE REDUCING VALVE
RELIEF VALVE, ASME
SOLENOID VALVE
STRAINER
TRIPLE DUTY VALVE
UNION
RISER DOWN (ELBOW)
RISER UP (ELBOW)
RISE OR DROP
TEE DOWN
TEE UP
TOP CONNECTION
BOTTOM CONNECTION
SIDE CONNECTION
FLOW IN DIRECTION OF ARROW
TIE-IN TO EXISTING AT THIS POINT
REMOVE EXISTING TO THIS POINT
PIPE SLOPE IN DIRECTION OF ARROW
PUMP
CLEANOUT PLUG
CLEANOUT, FLOOR
CLEANOUT, WALL
HOSE BIBB
FLOOR DRAIN
SHOWER DRAIN
FLOOR SINK
PRIMARY ROOF DRAIN
SECONDARY ROOF DRAINSRD
PRD
FS
SD
FD
HB
WCO
FCO
DESCRIPTIONSYMBOLDESCRIPTIONSYMBOL
DEMOLITION
EXISTING TO REMAIN
NEW CONSTRUCTION
DOMESTIC COLD WATER
DOMESTIC HOT WATER
DOMESTIC HOT WATER RETURN
CO
PLUMBING SYMBOLS LEGEND
FREEZE PROOF WALL HYDRANTFPWH
SECONDARY ROOF DRAINSRD
PRIMARY ROOF DRAINPRD
IRRIGATION WATERIW
BALL VALVE
BID SET
ENGINEER OF RECORD
MICHAEL D. OBERMARK, PE
CYNTERGY ENGINEERING, PLLC
CA # 3537
EXPIRES 6/30/2018
810 SOUTH CINCINNATI
SECOND FLOOR
TULSA, OK 74119
918.877.6000
www.cyntergy.com
SHEET NUMBER
SHEET NAME
PROJECT NO:
CHECKED BY:
DRAWN BY:
ISSUES / REVISIONS
ISSUE DATE:
MDO
GDT
1 11/1/2016
Prin
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1/3
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MP002
MECHANICAL AND PLUMBING
NOTES
JPS 160001001
JENKS EAST INTERMEDIATE
CAFETERIA
HVAC REMODEL
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3933 E
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A, O
K 74137
11/1/2016
1. DEMOLISH EXISTING AS REQUIRED FOR NEW CONSTRUCTION AS DIRECTED BY ENGINEER AND/OR
AS NOTED ON DRAWINGS. AVOID DISRUPTION OF SERVICES DURING NORMAL BUSINESS HOURS. ALL
SYSTEM SHUT-DOWNS AND DISRUPTION OF BUILDING SERVICES SHALL BE COORDINATED WITH
OWNER AND SCHEDULED AFTER NORMAL BUILDING HOURS OR AS OTHERWISE APPROVED BY
OWNER.
2. PRIOR TO DEMOLITION FIELD VERIFY AND IDENTIFY ANY EXISTING EQUIPMENT TO REMAIN IN
SERVICE THAT IS SERVED BY SYSTEMS TO BE DEMOLISHED. NOTIFY ENGINEER OF ANY SUCH
CONDITIONS AND REMOVE AND/OR RELOCATE THE SERVICES AS DIRECTED.
3. MEET WITH OWNER PRIOR TO DEMOLITION TO IDENTIFY WHETHER EXISTING MATERIALS SYSTEMS,
EQUIPMENT, ETC. ARE CONSIDERED SALVAGE OR DEBRIS. REMOVE DEBRIS FROM SITE AND
DISPOSE OF IN AN APPROVED MANNER. RETURN SALVAGE TO OWNER IN A LOCATION AND MANNER
AS DIRECTED BY OWNER.
3.1. EQUIPMENT TO BE SALVAGED INCLUDE BUT NOT LIMITED TO CHILLERS, PUMPS, CHEMICAL POT
FEEDERS, AND ELECTRIC MOTORS.
4. TERMINATE DEMOLISHED SYSTEM SERVICES IN A CONCEALED LOCATION IN AN APPROVED MANNER.
COORDINATE WITH NEW AND EXISTING CONSTRUCTION.
5. FIELD VERIFY EXISTING PIPING LOCATIONS PRIOR TO WORK.
6. VERIFY EXTENT OF DEMOLITION OF HVAC, PLUMBING, AND FIRE PROTECTION PIPING, EQUIPMENT,
AND SYSTEMS PRIOR TO WORK. ALL DEMOLITION WORK SHALL BE IN COMPLIANCE WITH
APPLICABLE CODES, STANDARDS AND THE AUTHORITY HAVING JURISDICTION.
7. WHERE REQUIRED, COORDINATE EQUIPMENT ELECTRICAL TERMINATION REQUIREMENTS WITH
ELECTRICAL CONTRACTOR.
DEMOLITION NOTES
RENOVATION NOTES
1. THE CONTRACTOR IS RESPONSIBLE TO COMPLY WITH CURRENT APPLICABLE LOCAL, STATE, FEDERAL, FIRE, AND HEALTH CODES
AND ORDINANCES AND IS RESPONSIBLE TO COMPLY WITH ALL REGULATIONS OF REGULATORY AGENCIES HAVING JURISDICTION.
THE CONTRACTOR SHALL ALSO CONFORM TO THE REQUIREMENTS OF THE OWNER'S INSURANCE CARRIER. NOTIFY THE
ARCHITECT AND ENGINEER OF ANY CONFLICTS PRIOR TO INSTALLATION. CODES, ORDINANCES AND REGULATIONS SHALL HAVE
PRECEDENCE OVER SPECIFICATIONS AND DRAWINGS WHERE THERE IS A CONFLICT. OBTAIN CURRENT COPIES OF ALL ADOPTED
CODES AND ORDINANCES PRIOR TO BID AND INCLUDE ALL COSTS TO COMPLY WITH CODES AND ORDINANCES IN BID.
2. PAY ALL LAWFUL FEES, PERMITS OR LICENSES REQUIRED TO ACCOMPLISH WORK. OBTAIN AND PAY FOR ALL NECESSARY
CERTIFICATES OF APPROVAL.
3. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, SERVICE AND ANYTHING REASONABLY
INCIDENTAL TO COMPLETE ALL WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED IN ACCORDANCE WITH THE INTENT OF
THE CONSTRUCTION DOCUMENTS.
4. THE CONTRACTOR IS RESPONSIBLE TO VISIT AND EXAMINE THE JOB SITE AND BECOME FAMILIAR WITH ALL EXISTING CONDITIONS
PERTINENT TO THE WORK TO BE PERFORMED.
5. INCORPORATE ALL CODE AND ORDINANCE REQUIREMENTS INTO THE BID AND INSTALLATION OF WORK. NO ADDITIONAL FUNDS
WILL BE ALLOCATED FOR WORK REQUIRED TO CONFORM TO REGULATIONS AND REQUIREMENT AND/OR TO OBTAIN APPROVAL OF
WORK.
6. THE DRAWINGS ARE DIAGRAMMATIC AND ARE ONLY INTENDED TO DEFINE THE BASIC FUNCTIONS REQUIRED. THE DRAWINGS
SHALL BE FOLLOWED AS CLOSELY AS ACTUAL CONSTRUCTION CONDITIONS AND COORDINATION WITH OTHER TRADES WILL
ALLOW. MINOR DEVIATIONS FROM THE DESIGN LAYOUT ARE ANTICIPATED AND ARE A PART OF THE WORK INCLUDED; HOWEVER,
CHANGES THAT ALTER THE CHARACTER OF THE WORK ARE NOT PERMITTED. APPROVAL OF ARCHITECT AND ENGINEER SHALL BE
OBTAINED BEFORE DEVIATIONS FROM THESE PLANS ARE MADE.
7. PLUMBING AND MECHANICAL SYSTEMS ARE NOT DIMENSIONED. DO NOT SCALE FROM DRAWING(S). THE CONTRACTOR SHALL
COORDINATE WITH OTHER TRADES AND ENSURE THERE IS AVAILABLE SPACE FOR INSTALLATION BEFORE ORDERING EQUIPMENT
AND FABRICATING PIPING AND/OR DUCTWORK.
8. THE CONTRACTOR SHALL STUDY THE ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND ELECTRICAL PLANS TO ENSURE ALL
MECHANICAL SYSTEMS WILL FIT WITH SUFFICIENT CLEARANCES FOR INSTALLATION, SERVICING AND MAINTENANCE. NOTIFY THE
ARCHITECT AND ENGINEER OF ANY CONFLICTS PRIOR TO INSTALLATION.
9. THE CONTRACTOR SHALL COMPLY WITH SPECIFICATIONS AND INDUSTRY STANDARDS FOR ALL INSTALLATIONS.
10. PROVIDE ALL DOMESTIC POTABLE WATER EQUIPMENT AND PIPING AS "LEAD FREE" PER THE "REDUCTION OF LEAD IN DRINKING
WATER ACT". NOTIFY ENGINEER OF ANY CONFLICTS PRIOR TO SUBMITTAL.
11. REFER TO MECHANICAL DRAWINGS FOR ALL MECHANICAL EQUIPMENT LOCATIONS. REFER TO PLUMBING DRAWINGS FOR ALL
PLUMBING EQUIPMENT.
12. SEAL ALL PENETRATIONS WATER TIGHT. SEAL AROUND ALL WALL PENETRATIONS. PROVIDE ESCUTCHEONS ON ALL PIPING ON
EXTERIOR AND EXPOSED LOCATIONS. CAULK WITH REQUIRED THICKNESS 3M BRAND FIRE BARRIER CAULK CP-25 (OR OTHER
APPROVED METHOD) TO MAINTAIN FIRE RESISTANCE RATING OF FIRE RATED ASSEMBLIES.
13. ALL CUTTING AND PATCHING OF STRUCTURE SHALL BE APPROVED BY THE STRUCTURAL ENGINEER PRIOR TO PERFORMING
WORK.
14. THE CONTRACTOR SHALL COORDINATE ALL ROUTING AND MOUNTING OF EQUIPMENT, DUCTWORK, PIPING, ETC (ALL WORK) WITH
ALL OTHER TRADES.
15. PROVIDE ACCESS PANELS WHERE INDICATED ON DRAWINGS AND AS REQUIRED TO PROPERLY OPERATE, ADJUST AND MAINTAIN
ALL EQUIPMENT, VALVES, DAMPERS AND OTHER ACCESSORIES. VERIFY EXACT LOCATION WITH ARCHITECT PRIOR TO
INSTALLATION. COORDINATE INSTALLATION WITH ALL OTHER TRADES. ACCESS PANEL TO BE MILCOR, MATHBROOK, OR
APPROVED EQUAL, HINGED WITH SCREWDRIVER LOCK.
16. ROUTE DUCTWORK AND PIPING AS HIGH AS POSSIBLE ABOVE FINISHED CEILING TO AVOID CONFLICT WITH LIGHTS.
17. INSTALL ALL PIPING PARALLEL AND PERPENDICULAR TO BUILDING WALLS AND PARTITIONS UNLESS DISTINCTLY SHOWN OR
NOTED OTHERWISE. ROUTE PIPING LOCATED NEAR EACH OTHER PARALLEL IN ALL PLANES AND WITH SUFFICIENT CLEARANCE.
18. ALL PIPING SHALL BE INSTALLED SO THAT IT MAY EXPAND AND CONTRACT FREELY WITHOUT DAMAGES TO EQUIPMENT, OTHER
WORK, OR INJURY TO PIPING SYSTEM, ALL NECESSARY SWING JOINTS, EXPANSION JOINTS, OR OFFSETS TO PROTECT PIPING,
ETC. SHALL BE INSTALLED WHETHER INDICATED OR NOT.
19. PROPERLY SUPPORT ALL PIPING. PROVIDE ALL REQUIRED ANCHORS, GUIDES AND EXPANSION DEVICES.
20. PAINT ALL EXTERIOR AND EXPOSED PIPING. COORDINATE COLOR TO MATCH SURROUNDING ARCHITECTURAL ELEMENTS. GAS
PIPE TO BE PAINTED YELLOW.
21. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT ALL MATERIAL, EQUIPMENT, APPARATUS AND WORK
FROM DAMAGE. FAILURE TO DO SO TO THE SATISFACTION OF THE OWNER OR OWNER'S REPRESENTATIVE WILL BE SUFFICIENT
CAUSE FOR THE REJECTION OF THE MATERIAL, EQUIPMENT, APPARATUS AND WORK IN QUESTION.
22. THE CONTRACTOR SHALL GUARANTEE ALL EQUIPMENT, MATERIALS AND WORKMANSHIP FOR A PERIOD OF 1 YEAR FOLLOWING
THE DATE OF ACCEPTANCE. THE CONTRACTOR'S GUARANTEE INCLUDES EQUIPMENT CAPACITY, PERFORMANCE RATINGS AND
NOISE RATINGS. ANY DEFICIENCIES SHALL BE PROMPTLY CORRECTED. ROUTINE MAINTENANCE SHALL NOT BE INCLUDED.
23. THE CONTRACTOR SHALL CLEAN ALL FIXTURES, PIPES, EQUIPMENT AND EXPOSED WORK AFTER COMPLETION OF FINAL TESTING
AND BEFORE ACCEPTANCE.
24. ALL PLATED AND OTHER FINISHED PRODUCTS SHALL BE THOROUGHLY CLEANED AND POLISHED.
25. THE MANUFACTURER MODEL OR CATALOG NUMBERS INDICATED IN THE CONSTRUCTION DOCUMENTS ESTABLISH A STANDARD
FOR THE GENERAL DESIGN, PERFORMANCE, AND QUALITY OF THE PRODUCT REQUIRED.
26. ALTERNATE MANUFACTURERS LISTED IN THE SCHEDULE OR SPECIFICATIONS ARE APPROVED TO BID; HOWEVER, THE SUBMITTED
PRODUCT MUST MEET THE GENERAL DESIGN, PERFORMANCE, DIMENSIONS, WEIGHT, AND QUALITY OF THE SCHEDULED
PRODUCT. EACH MANUFACTURER WILL HAVE DIFFERENCES IN INSTALLATION REQUIREMENTS. IF THE CONTRACTOR ELECTS TO
GO WITH A NON-BASIS OF DESIGN MANUFACTURER, THE CONTRACTOR SHALL BE RESPONSIBLE TO INCLUDE THE COST FOR
ENGINEERING TIME, AS REQUIRED, TO ADJUST THE DESIGN TO THOSE DIFFERENCES IN THEIR BID, IF THE BASIS OF DESIGN IS
NOT BID. THE CONTRACTOR IS RESPONSIBLE TO IDENTIFY THE DIFFERENCES IN THE INSTALLATION REQUIREMENTS BETWEEN
THE BASIS OF DESIGN AND THE SUBMITTED MANUFACTURER DURING THE SUBMITTAL PHASE.
27. WHERE “OR APPROVED EQUAL” IS INDICATED, OTHER PRODUCTS SIMILAR IN DESIGN AND OF EQUAL QUALITY AND PERFORMANCE,
AND COMPLYING WITH THE PLANS AND SPECIFICATIONS MAY BE APPROVED IF FOUND ACCEPTABLE BY THE
ARCHITECT/ENGINEER. THE CONTRACTOR MUST SUBMIT TO THE ARCHITECT/ENGINEER A LINE-BY-LINE COMPARISON BETWEEN
SCHEDULED MANUFACTURER AND "OR APPROVED EQUAL" MANUFACTURER 10 DAYS PRIOR TO BID.
28. ALL MATERIALS, EQUIPMENT, ETC., INSTALLED UNDER THIS CONTRACT SHALL CONFORM TO ALL RULES, CODES, ETC., AS
RECOMMENDED OR ADAPTED BY THE NATIONAL ASSOCIATION GOVERNING THE MANUFACTURER, RATING AND TESTING OF SUCH
MATERIALS, EQUIPMENT, ETC., ALL ELECTRICALLY OPERATED EQUIPMENT SHALL BE U.L. APPROVED FOR THE USE INTENDED.
29. ALL FIRED AND UNFIRED PRESSURE VESSELS SHALL CONFORM TO THE RULES OF THE A.S.M.E. AND NATIONAL BOARD CODES
AND SHALL BE SO LABELED. FURNISH A.S.M.E. AND NATIONAL BOARD CERTIFICATES.
30. MOTORS SHALL CONFORM TO THE RULES OF THE N.E.M.A. FOR THE SERVICE INTENDED AND TO THEIR STANDARDIZED FORM
SIZES.
31. SHOP DRAWINGS, CATALOG CUTSHEETS AND PERFORMANCE DATA PERTAINING TO ALL MATERIALS AND EQUIPMENT PROPOSED
FOR USE SHALL BE SUBMITTED.
32. JOINTS BETWEEN DISSIMILAR METALS SHALL BE MADE WITH DIELECTRIC NIPPLES DOWNSTREAM OF A VALVE.
33. ALL MATERIALS EXPOSED IN A RETURN AIR PLENUM SHALL COMPLY WITH NFPA 90A FLAME SPREAD UNDER 25 AND SMOKE
DEVELOPED AND FUEL CONTRIBUTED UNDER 50.
34. THE DISCHARGE OF SAFETY VALVES, BLOWOFF PIPES AND OTHER OUTLETS SHALL BE LOCATED AND SUPPORTED SO AS TO
PREVENT INJURY TO PERSONNEL.
35. MECHANICAL EQUIPMENT SHOWN ON THE PLANS HAVE A SPECIFIC WEIGHT AND LOCATION. SHOULD THE CONTRACTOR INSTALL
EQUIPMENT WITH DIFFERENT WEIGHTS OR LOCATIONS AS SHOWN, CONTRACTOR SHALL PROVIDE THIS INFORMATION TO THE
STRUCTURAL ENGINEER FOR APPROVAL, PRIOR TO PURCHASING, CLEARLY INDICATING THE DIFFERENCES IN SIZE, WEIGHT AND
LOCATION. THE ARCHITECT/ENGINEER SHALL NOT BEAR THE COSTS OF SUCH REVIEWS OR REDESIGNS.
36. DO NOT ROUTE PIPING OVER ELECTRICAL OR COMMUNICATIONS EQUIPMENT. THIS INCLUDES HYDRONICS, STEAM, DOMESTIC
WATER, SANITARY SEWER AND VENTS, CONDENSATE, ROOF DRAINS, ETC.
GENERAL NOTES
1. THE CONTRACTOR SHALL VISIT THE SITE BEFORE BIDDING AND SHALL BECOME FULLY
INFORMED AS TO THE EXTENT AND CHARACTER OF THE WORK REQUIRED AND ITS RELATION
TO OTHER WORK. FAILURE TO VISIT SITE SHALL NOT CONSTITUTE A BASIS FOR FUTURE
CLAIMS.
2. EXISTING CONDITIONS WERE TAKEN FROM OBSERVABLE SITE CONDITIONS AND ORIGINAL
DRAWINGS AND MAY NOT REFLECT EXACT "AS-BUILT" CONDITIONS. CONTRACTOR SHALL FIELD
VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL
CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND
EXISTING CONDITIONS.
3. FIELD VERIFY EXISTING SYSTEM PRESSURES AND TEMPERATURES PRIOR TO ANY SYSTEM
TIE-INS. ALL NEW MATERIALS SHALL MEET OR EXCEED PERFORMANCE OF MATERIALS USED ON
EXISTING SYSTEMS.
4. AVOID DISRUPTION OF BUILDING SERVICES DURING NORMAL BUSINESS HOURS. COORDINATE
ALL SYSTEM SHUT DOWNS WITH OWNER. REQUIRED SYSTEM SHUT DOWNS AND DISRUPTION
OF BUILDING SERVICES WILL BE SCHEDULED AFTER NORMAL BUSINESS HOURS AND/OR AS
DIRECTED BY OWNER. CONTRACTOR SHOULD ANTICIPATE THAT SHUTDOWNS MAY OCCUR AT
PREMIUM TIME. CONTRACTOR SHALL INDICATE ON THEIR BID PROPOSAL QUANTITY AND
DURATION OF EACH BUILDING SYSTEM SHUTDOWN REQUIRED TO COMPLETE WORK AS
DESCRIBED ON CONTRACT DOCUMENTS.
5. THE CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS AND EXACT LOCATION OF ALL
EQUIPMENT, DUCTWORK, AND PIPING, INCLUDING SYSTEM TIE-INS. NOTIFY ENGINEER OF ANY
MODIFICATIONS REQUIRED FROM THE PLANS TO FACILITATE INSTALLATION PRIOR TO
INSTALLATION.
6. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE ALL CONSTRUCTION WITH BUILDING
OCCUPANTS LOCATED IN THE WORK AREA.
7. THE CONTRACTOR SHALL COORDINATE ALL PATCH AND REPAIR OF WALLS, FLOORS, AND
CEILINGS WHEN DISTURBED BY NEW CONSTRUCTION.
8. WHERE SYSTEM TIE-INS ARE MADE AND AT ALL LOCATIONS WHERE DAMAGE OCCURRED FROM
NEW CONSTRUCTION, PATCH AND REPAIR DAMAGED INSULATION WITH INSULATION TYPE AND
THICKNESS TO MATCH EXISTING.
9. TEST AND DOCUMENT EXISTING HVAC SYSTEMS PRIOR TO ANY WORK AS REQUIRED TO
ACCOMMODATE SYSTEM MODIFICATIONS AND ADDITIONS. MAINTAIN ACCEPTABLE COMFORT
LEVELS DURING TEST AS REQUIRED. ENSURE THE INTEGRITY OF THE EXISTING SYSTEM
BALANCE.
10. THE EXISTING MCQUAY CHILLER SHALL BE DISCONNECTED AND LEFT ON SITE TO BE PICKED
UP BY THE SALVAGER AT A LATER DATE. ALL OTHER SALVAGED ITEMS TO BE TRANSPORTED
TO THE JENKS FACILITIES MAINTENANCE BUILDING
DUCTWORK SEALANT SCHEDULE
DUCT
LOCATION
DUCT TYPE
SUPPLY
EXHAUST RETURN
≤ 2 INWC > 2 INWC
OUTDOOR A A C C
UNCONDITIONED SPACES B A C B
CONDITIONED SPACES C B B C
SEALING REQUIREMENTS:
SEAL LEVEL A - ALL TRANSVERSE JOINTS, LONGITUDINAL SEAMS, AND DUCT WALL
PENETRATIONS. PRESSURE-SENSITIVE TAPE SHALL NOT BE USED AS THE PRIMARY
SEALANT, UNLESS IT HAS BEEN CERTIFIED TO COMPLY WITH UL-181A OR UL-181B
BY AN INDEPENDENT TESTING LABORATORY AND THE TAPE IS USED IN ACCORDANCE WITH THAT
CERTIFICATION.
SEAL LEVEL B - ALL TRANSVERSE JOINTS, LONGITUDINAL SEAMS PRESSURE-SENSITIVE TAPE SHALL NOT BE
USED AS THE PRIMARY SEALANT, UNLESS IT HAS BEEN CERTIFIED
TO COMPLY WITH UL-181A OR UL-181B BY AN INDEPENDENT TESTING LABORATORY
AND THE TAPE IS USED IN ACCORDANCE WITH THAT CERTIFICATION.
SEAL LEVEL C - TRANSVERSE JOINTS ONLY.
BID SET
FC1
FC2
FC3
FC4
FC5
FC6
FC7
FC8
AH-1
AH-2
AH-3
AH-4
F-2 (E)
F-1 (E)
B-2
B-1
CH-1
CH-2
CH-3
FCU
FCU
103
ELEC
WH (E)
HWP-2
HWP-1
48x36 COMBUSTION
AIR LOUVERS AT
FLOOR AND CEILING
(E)
CHWP-1,2,3
EF-4 (E)
105
LAUNDRY
102
CAN WASH
101
CORRIDOR
106
MECH
107
STORAGE109
LOCKERS
111
STORAGE
110
TLT
112
OFFICE
114
SERVING
113
KITCHEN
116
OFFICE
115
CHEM STOR
118
EATING
120
EATING
119
VEST
122
CORR
128
VEST
123
BOYS
124
WASH
127
GIRLS
130
OFFICE
129
CLINIC
125
JAN/MECH126
MECH
131
TLT
133
REST
132
EATING
121
SOUPS & SALADS
117
SCULLERY
104
PUMPS
AIR ELIMINATOR
AIR ELIMINATOR
6
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
REMOVE PIPING
PENETRATION,
REFER TO ARCH
FOR WALL REPAIR
2
REMOVE HYDRONIC
PIPING
REMOVE HYDRONIC
AND CONDENSATE
PIPING
3
5
5
3
CHEMICAL
FEEDER
DEPICTS MEZZANINE
AREA ABOVE CEILING
EXISTING CONDENSATE DRAIN
LINE FOR FCU IN THIS AREA TO
REMAIN TO CONNECT TO NEW
FURNACE
8
4
4
4
4
WALK-IN
COOLER
WALK-IN
FREEZER
7
COORDINATE DEMOLITION
OF PIPING WITH EXISTING
WALK-IN COOLER. DO NOT
DAMAGE COOLER.
REMOVE EXISTING FENCE
9
1
MECHANICAL PIPING DEMOLITION PLAN
3/32" = 1'-0"
ENGINEER OF RECORD
MICHAEL D. OBERMARK, PE
CYNTERGY ENGINEERING, PLLC
CA # 3537
EXPIRES 6/30/2018
810 SOUTH CINCINNATI
SECOND FLOOR
TULSA, OK 74119
918.877.6000
www.cyntergy.com
SHEET NUMBER
SHEET NAME
PROJECT NO:
CHECKED BY:
DRAWN BY:
ISSUES / REVISIONS
ISSUE DATE:
MDO
GDT
1 11/1/2016
Prin
te
d: 1
1/3
/2
01
6 9
:3
5:2
0 A
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MD101
MECHANICAL DEMOLITION
PLAN
JPS 160001001
JENKS EAST INTERMEDIATE
CAFETERIA
HVAC REMODEL
JE
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3933 E
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A, O
K 74137
11/1/2016
N
1. REMOVE EXISTING EQUIPMENT AND ASSOCIATED PIPING,
CONNECTIONS, HOUSEKEEPING PADS, AND
COMPONENTS.
2. EXISTING LOUVERS TO REMAIN.
3. EXISTING MCQUAY CHILLER TO BE DISCONNECTED AND
LEFT ON SITE TO BE PICKED UP BY SALVAGER AT A LATER
DATE.
4. UNITS TO BE REMOVED THRU EXISTING ROOF OPENINGS.
5. SALVAGE PUMP MOTOR.
6. EXISTING WATER HEATER TO REMAIN.
7. EXISTING ABANDONED IN PLACE WATER HEATER TO
REMAIN.
8. EXISTING EXHAUST FAN TO REMAIN.
9. CONTRACTOR SHALL GRADE ALL DISTURBED AREAS TO
PROVIDE POSITIVE DRAINAGE AWAY FROM THE BUILDING.
ALL DISTURBED AREAS SHALL BE SODDED.
KEYNOTES
1. REMOVE ALL HYDRONIC PIPING INCLUDING
CHWS/CHWR/HWS/HWR LINES AND ASSOCIATED
VALVES AND ACCOMPANIMENTS.
2. REMOVE CEILING AS NEEDED TO DEMO HYDRONIC
PIPING AND EQUIPMENT. REPAIR AND REPLACE
CEILING AS NEEDED DURING CONSTRUCTION.
PLAN NOTES
BID SET
FC2
FC3
FC4
FC5
FC6
FC7
FC8
AH-1
AH-2
AH-3
AH-4
F-2
F-1
FCU-B
FCU-A
EF-4
(E)
SF-1 SF-2 SF-3
EF-1
(E)
EF-2
(E)
EF-5
(E)
EF-6
(E)
EF-7
(E)
EF-3
(E)
103
ELEC
105
LAUNDRY
102
CAN WASH
101
CORRIDOR
106
MECH
107
STORAGE
109
LOCKERS
111
STORAGE
110
TLT
112
OFFICE
114
SERVING
113
KITCHEN
116
OFFICE
115
CHEM STOR
118
EATING
120
EATING
119
VEST
122
CORR
128
VEST
123
BOYS
124
WASH
127
GIRLS
130
OFFICE
129
CLINIC
125
JAN/MECH126
MECH
131
TLT
133
REST
132
EATING
121
SOUPS & SALADS
117
SCULLERY
104
PUMPS
1
1
1
DUCTWORK FROM NEW
RTU TO RECONNECT TO
EXISTING DUCT BRANCH
HERE, RE: M-101
4
2
2
2
2
2
2
1
1
1
1
1
1
1
1
4
4
5 5
6
7
7
NO WORK THIS AREA
MEZZANINE ABOVE
CEILING TO REMAIN
T
T
T
T
8
FS FS
9
9
FS
FS
FS
FS
FS
2
2
10
1111
12
12
10
10
1
FS
9
2
FS
2
2
9
9
9
1
3
3
WALK-IN
COOLER
WALK-IN
FREEZER
2
13
N1
MECHANICAL DUCT DEMOLITION PLAN
3/32" = 1'-0"
ENGINEER OF RECORD
MICHAEL D. OBERMARK, PE
CYNTERGY ENGINEERING, PLLC
CA # 3537
EXPIRES 6/30/2018
810 SOUTH CINCINNATI
SECOND FLOOR
TULSA, OK 74119
918.877.6000
www.cyntergy.com
SHEET NUMBER
SHEET NAME
PROJECT NO:
CHECKED BY:
DRAWN BY:
ISSUES / REVISIONS
ISSUE DATE:
MDO
GDT
1 11/1/2016
Prin
te
d: 1
1/3
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MD102
MECHANICAL DEMOLITION
PLAN
JPS 160001001
JENKS EAST INTERMEDIATE
CAFETERIA
HVAC REMODEL
JE
NK
S E
AS
T IN
TE
RM
ED
IA
TE
C
AF
ET
ER
IA
HV
AC
R
EM
OD
EL
3933 E
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T 91S
T S
T
TU
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A, O
K 74137
11/1/2016
1. REMOVE EXISTING EQUIPMENT AND ASSOCIATED
DUCTWORK, CONNECTIONS, AND COMPONENTS.
2. EXISTING TO REMAIN.
3. REMOVE EXISTING DIFFUSERS AND ASSOCIATED
DUCTWORK.
4. REMOVE EXISTING DUCTWORK.
5. REMOVE OUTSIDE AIR DUCT TO HERE. EXISTING
LOUVER TO REMAIN CAP AND SEAL DUCT.
6. REMOVE EXISTING O/A AND RL/A DUCTS TO ROOF.
7. REMOVE RL/A DUCTWORK FROM ROOF TO HERE, CAP
AND SEAL OPEN END. EXISTING GRILLES TO REMAIN.
8. REMOVE EXISTING THERMOSTAT. PROVIDE
STAINLESS STEEL COVER PLATE OVER REMAINING
JUNCTION BOX.
9. EXISTING FIRE/SMOKE DAMPER TO REMAIN.
10. REMOVE EXISTING R/A DUCT TO HERE, CAP AND SEAL
OPEN END.
11. REMOVE EXISTING S/A DUCTWORK TO HERE.
12. CAP AND SEAL EXISTING DUCTWORK HERE.
13. REMOVE EXISTING THERMOSTAT. NEW THERMOSTAT
FOR NEW UNITS TO BE INSTALLED IN THIS LOCATION.
KEYNOTES
1. AIR HANDLERS ARE LOCATED ON MEZZANINE LEVEL
ABOVE KITCHEN CEILING.
2. EXISTING KITCHEN HOOD EXHAUST AND MAKE-UP AIR
SYSTEMS TO REMAIN.
PLAN NOTES
BID SET
2
WALK-IN FREEZER
CONDENSING
UNITS (E)
VTR (E)
EXHAUST FAN
HOOD (E)
VTR (E)
VTR (R)
ROOF HATCH
1
1
1
1
1
1
1
KITCHEN HOOD
SUPPLY FANS (E)
2 2
2
22
KITCHEN HOOD
EXHAUST FANS (E)
EXHAUST FANS (E)
KITCHEN HOOD
SUPPLY FANS (E)
KITCHEN HOOD
EXHAUST FANS (E)
EXHAUST FANS (E)
VTR (R)
VTR
(R)
VTR (E)
FLUE (E)
VTR (E)
VTR (E)
3
WALK-IN COOLER
CONDENSING
UNIT (E)
4
4
22
2
2
2
4
1
MECHANICAL ROOF DEMOLITION PLAN
3/32" = 1'-0"
ENGINEER OF RECORD
MICHAEL D. OBERMARK, PE
CYNTERGY ENGINEERING, PLLC
CA # 3537
EXPIRES 6/30/2018
810 SOUTH CINCINNATI
SECOND FLOOR
TULSA, OK 74119
918.877.6000
www.cyntergy.com
SHEET NUMBER
SHEET NAME
PROJECT NO:
CHECKED BY:
DRAWN BY:
ISSUES / REVISIONS
ISSUE DATE:
MDO
GDT
1 11/1/2016
Prin
te
d: 1
1/3
/2
01
6 9
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5:2
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MD103
MECHANICAL ROOF
DEMOLITION PLAN
JPS 160001001
JENKS EAST INTERMEDIATE
CAFETERIA
HVAC REMODEL
JE
NK
S E
AS
T IN
TE
RM
ED
IA
TE
C
AF
ET
ER
IA
HV
AC
R
EM
OD
EL
3933 E
AS
T 91S
T S
T
TU
LS
A, O
K 74137
11/1/2016
N
1. REMOVE EXISTING RELIEF/INTAKE AIR HOOD.
2. EXISTING TO REMAIN.
3. REMOVE FLUE, CAP ROOF CURB.
4. RELOCATE EXISTING VENT, RE: P-101. NEW LOCATION
TO BE 10' MIN AWAY FROM ANY NEW OUTSIDE AIR
INTAKE.
KEYNOTES
1. EXISTING KITCHEN HOOD EXHAUST AND MAKE-UP AIR
EQUIPMENT AND SYSTEMS TO REMAIN.
2. ALL RELIEF AIR HOODS TO BE REMOVED.
PLAN NOTES
BID SET
103
ELEC
105
LAUNDRY
102
CAN WASH
101
CORRIDOR
106
MECH
107
STORAGE
109
LOCKERS
111
STORAGE
110
TLT
112
OFFICE
114
SERVING
113
KITCHEN
115
CHEM STOR
118
EATING
120
EATING
119
VEST
104
PUMPS
117
SKULLERY
121
SOUPS & SALADS
LADDER UP TO
ROOF
LADDER UP TO
MEZZANINE
FROM 1ST
FLOOR
RE: M-102 FOR CONT
RE: M-102
FOR CONT
FSFS
FS
FS
FS
FS
FS
FS
UP TO RTU-3
116
OFFICE
2
2
48x28 (E)
60x24
(E)
60x24
(E)
42x36 (E)
UP TO
RTU-1
UP TO RTU-2
UP TO RTU-4
UP TO
RTU-6
UP TO
RTU-5
44x26 R/A UP
TO ROOF
38x30
2
36x24 (E)
36x24 (E)
2
2
28
x3
4
42x36
2
2
2
C
24x24
RAG
48
x2
8
40x24
2
32x30
60
x2
4
48x28 (E)
925 CFM
350 CFM
925 CFM
350 CFM
925 CFM
925 CFM
925 CFM
350 CFM
925 CFM
350 CFM
925 CFM
925 CFM
500 CFM
910 CFM
350 CFM
910 CFM 910 CFM 910 CFM 910 CFM
910 CFM
350 CFM
350 CFM
990 CFM990 CFM 990 CFM 990 CFM 990 CFM
990 CFM
350 CFM350 CFM 350 CFM
32
x3
4
28
x3
4
32
x3
4
36x24
36
x3
2
F-3
A
12"Ø
400
D
24x24
RAG
12Ø
12
x1
0
1
A
10"Ø
150
C
24x12
RAG
10Ø
10x12
4
2
MVD,
TYP
DEPICTS
MEZZANINE
AREA
36x24 (E)
5
3
6Ø
DEPICTS ROOF
CURB OPENING,
TYP
FS
T
RTU-2
T
RTU-3
T
RTU-6
48x24
36x24
T
RTU-1
28x24
T
F-3
T
RTU-7
36x24 S/A UP
TO ROOF
WALK-IN
COOLER
WALK-IN
FREEZER
RTU-7
ABOVE
6
6
6
PROVIDE WITH
A GRAVITY OR
MOTORIZED
O/A DAMPER
RE: STRUCT FOR
WALL PENETRATION
RE: STRUCT FOR
WALL PENETRATION
MATCHLINE
ENGINEER OF RECORD
MICHAEL D. OBERMARK, PE
CYNTERGY ENGINEERING, PLLC
CA # 3537
EXPIRES 6/30/2018
810 SOUTH CINCINNATI
SECOND FLOOR
TULSA, OK 74119
918.877.6000
www.cyntergy.com
SHEET NUMBER
SHEET NAME
PROJECT NO:
CHECKED BY:
DRAWN BY:
ISSUES / REVISIONS
ISSUE DATE:
MDO
GDT
1 11/1/2016
Prin
te
d: 1
1/3
/2
01
6 9
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5:2
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M-101
MECHANICAL PLAN
JPS 160001001
JENKS EAST INTERMEDIATE
CAFETERIA
HVAC REMODEL
JE
NK
S E
AS
T IN
TE
RM
ED
IA
TE
C
AF
ET
ER
IA
HV
AC
R
EM
OD
EL
3933 E
AS
T 91S
T S
T
TU
LS
A, O
K 74137
11/1/2016
N1
NORTHEAST MECHANICAL HVAC PLAN
1/8" = 1'-0"
N
1. PROVIDE 24x24 R/A PLENUM FOR FURNACE.
2. CONNECT NEW TO EXISTING DUCTWORK HERE.
3. 8"Ø O/A DUCT UP TO ROOF, PROVIDE WITH VENT CAP.
CONNECT TO RETURN AIR PLENUM AT FURNACE, RE:
5/M-501 FOR FURNACE DETAIL.
4. COORDINATE DUCT LOCATION WITH EXISTING
ELECTRICAL PANELS. DO NOT ROUTE DUCTWORK
ABOVE ELECTRICAL PANELS.
5. PROVIDE 6"Ø FLUE UP TO ROOF, PROVIDE WITH VENT
CAP.
6. PROVIDE WITH LOCKABLE COVER FOR THERMOSTAT.
KEYNOTES
1. PROVIDE FULL SIZE DUCTS DN FROM RTU.
2. REBALANCE EXISTING AIRFLOWS AS NOTED.
3. BALANCE AIR FLOWS TO PRE-CONSTRUCTION VALUES
FOR DIFFUSERS NOT NOTED.
4. ALL EXISTING FIRE/SMOKE DAMPERS TO REMAIN.
CONNECT ANY NEW DUCTWORK UPSTREAM OF
DAMPERS.
PLAN NOTES
BID SET
122
CORR
128
VEST
123
BOYS
124
WASH
127
GIRLS
130
OFFICE
129
CLINIC
125
JAN/MECH
126
MECH
131
TLT
133
REST
132
EATING
28x3428x34
24x22
24x28
28x28
28x28
28x20
20x20
T T
RTU-5 RTU-4
32x34
B
20x8
650
B
20x8
650
B
20x8
650
B
20x8
650
A
12"Ø
600
A
12"Ø
600
B
48x12
2000
B
48x12
2000
B
48x12
2250
B
48x12
2250
B
48x12
2250
B
48x12
2250
32x34
C
36x30
RAG
C
36x30
RAG
1
1
1
1
1
1
1
1
1
1
RE: M-101 FOR CONT
RE: M-101
FOR CONT
2
2
3
FS FS FS FS
A
12"Ø
600
A
12"Ø
600
4
RE: M-101
FOR AIR
SUPPLY
QUANTITY
MVD, TYP
F-1 (E)
F-2 (E)
RE: STRUCT FOR
WALL PENETRATION
RE: STRUCT FOR
WALL PENETRATION
MATCHLINE
ENGINEER OF RECORD
MICHAEL D. OBERMARK, PE
CYNTERGY ENGINEERING, PLLC
CA # 3537
EXPIRES 6/30/2018
810 SOUTH CINCINNATI
SECOND FLOOR
TULSA, OK 74119
918.877.6000
www.cyntergy.com
SHEET NUMBER
SHEET NAME
PROJECT NO:
CHECKED BY:
DRAWN BY:
ISSUES / REVISIONS
ISSUE DATE:
MDO
GDT
1 11/1/2016
1
SOUTHWEST MECHANICAL HVAC PLAN
1/8" = 1'-0"
Prin
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1/3
/2
01
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02
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wg
M-102
MECHANICAL PLAN
JPS 160001001
JENKS EAST INTERMEDIATE
CAFETERIA
HVAC REMODEL
JE
NK
S E
AS
T IN
TE
RM
ED
IA
TE
C
AF
ET
ER
IA
HV
AC
R
EM
OD
EL
3933 E
AS
T 91S
T S
T
TU
LS
A, O
K 74137
11/1/2016
N
1. NEW AIR DEVICES TO BE INSTALLED IN EXISTING
OPENING IN WALL FROM DEMOLISHED DUCTWORK
AND GRILLES.
2. INSULATE THE TOP OF THESE DIFFUSERS WITH
ARMAFLEX INSULATION TO ELIMINATE
CONDENSATION BUILDUP ON THE DIFFUSERS.
3. PROVIDE WITH LOCKABLE COVER.
4. COORDINATE DUCT LOCATION WITH EXISTING
ELECTRICAL PANELS. DO NOT ROUTE DUCTWORK
ABOVE ELECTRICAL PANELS.
KEYNOTES
BID SET
RTU-1
RTU-2
RTU-3
RTU-4
RTU-6
RTU-5
RTU-7
WALK-IN FREEZER
CONDENSING
UNITS (E)
EXHAUST FAN
HOOD (E)
VTR (E)
VTR (R)
ROOF HATCH
KITCHEN HOOD
SUPPLY FANS (E)
KITCHEN HOOD
EXHAUST FANS (E)
EXHAUST FANS (E)
KITCHEN HOOD
SUPPLY FANS (E)
KITCHEN HOOD
EXHAUST FANS (E)
EXHAUST FANS (E)
VTR (E)
VTR (E)
2
CU-3
3
4
1
36x24
32x36
5
6
7
8
9
10
VTR'S (E)
VTR(R)
VTR (R)
WATER HEATER
FLUES (E)
VTR (E)
CAPPED BOILER
FLUES
WALK-IN COOLER
CONDENSER UNIT
(E)
PROVIDE METAL
EQUIPMENT RAIL
PROVIDE DUCTWORK
WITH DURABLOCK
ROOF SUPPORT
VTR (E)
4
4
11
TYP 7
1
MECHANICAL ROOF PLAN
3/32" = 1'-0"
ENGINEER OF RECORD
MICHAEL D. OBERMARK, PE
CYNTERGY ENGINEERING, PLLC
CA # 3537
EXPIRES 6/30/2018
810 SOUTH CINCINNATI
SECOND FLOOR
TULSA, OK 74119
918.877.6000
www.cyntergy.com
SHEET NUMBER
SHEET NAME
PROJECT NO:
CHECKED BY:
DRAWN BY:
ISSUES / REVISIONS
ISSUE DATE:
MDO
GDT
1 11/1/2016
Prin
te
d: 1
1/3
/2
01
6 9
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5:3
2 A
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03
.d
wg
M-103
MECHANICAL ROOF PLAN
JPS 160001001
JENKS EAST INTERMEDIATE
CAFETERIA
HVAC REMODEL
JE
NK
S E
AS
T IN
TE
RM
ED
IA
TE
C
AF
ET
ER
IA
HV
AC
R
EM
OD
EL
3933 E
AS
T 91S
T S
T
TU
LS
A, O
K 74137
11/1/2016
N
1. EQUIPMENT CLEARANCES, TYP.
2. ROUTE DUCTWORK ON ROOF.
3. REFER TO 9/M-501 FOR REFRIGERANT LINESET DETAIL.
4. RELOCATE EXISTING VTR, RE: P-101. NEW LOCATION TO
BE 10' MIN AWAY FROM ANY NEW OUTSIDE AIR INTAKE.
5. STACK DUCTWORK AS NEEDED. COORDINATE
LOCATION WITH ROOF SCREEN AND GAS PIPING, RE:
STRUCTURAL AND PLUMBING DRAWINGS.
6. ROUTE REFRIGERANT LINES TO FURNACE BELOW
ROOF, RE: 10/M-501 FOR PENETRATION HOOD DETAIL.
7. SIZE REFRIGERANT LINES PER MANUFACTURER'S
RECOMMENDATIONS.
8. FLUE AND O/A INTAKE, MAINTAIN MIN 10' CLEARANCE
BETWEEN ALL EXHAUSTS AND INTAKES. PROVIDE WITH
VENT CAP, RE: M-601 FOR SCHEDULE.
9. 44x26 R/A DUCT DOWN TO KITCHEN AREA, COORDINATE
LOCATION WITH STRUCTURAL ELEMENTS.
10. COORDINATE LOCATION WITH STRUCTURAL ELEMENTS.
11. RTU LOCATIONS ARE BASED ON THE APPROXIMATE
LOCATIONS OF NEW STRUCTURAL ELEMENTS. NEW
STRUCTURAL ELEMENT LOCATIONS MAY BE ADJUSTED
DEPENDING ON EXISTING FIELD CONDITIONS. SHIFT RTU
LOCATIONS ACCORDINGLY. COORDINATE WITH
STRUCTURAL ENGINEER.
1. MAINTAIN MANUFACTURER'S RECOMMENDED
CLEARANCES AROUND EACH UNIT.
2. COORDINATE NEW RTU LOCATION WITH EXISTING
EXHAUST AND VENT LOCATIONS. MAINTAIN MIN 10'
CLEARANCE FROM ANY EXHAUST OR VENT
OPENINGS.
3. RTU-1 TO SERVE EATING 118.
RTU-2 & -3 TO SERVE EATING 120.
RTU-4 & -5 TO SERVE EATING 132
RTU-6 & -7 TO SERVE KITCHEN.
PLAN NOTES
KEYNOTES
BID SET
ENGINEER OF RECORD
MICHAEL D. OBERMARK, PE
CYNTERGY ENGINEERING, PLLC
CA # 3537
EXPIRES 6/30/2018
810 SOUTH CINCINNATI
SECOND FLOOR
TULSA, OK 74119
918.877.6000
www.cyntergy.com
SHEET NUMBER
SHEET NAME
PROJECT NO:
CHECKED BY:
DRAWN BY:
ISSUES / REVISIONS
ISSUE DATE:
MDO
GDT
1 11/1/2016
Prin
te
d: 1
1/3
/2
01
6 9
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5:3
3 A
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-5
01
.d
wg
M-501
MECHANICAL DETAILS
JPS 160001001
JENKS EAST INTERMEDIATE
CAFETERIA
HVAC REMODEL
JE
NK
S E
AS
T IN
TE
RM
ED
IA
TE
C
AF
ET
ER
IA
HV
AC
R
EM
OD
EL
3933 E
AS
T 91S
T S
T
TU
LS
A, O
K 74137
11/1/2016
8
TURNING VANES DETAIL
NOT TO SCALE
4
AIR DEVICE
TAKEOFF DETAIL
NOT TO SCALE
3
CEILING DIFFUSER
BRANCH DUCT DETAIL
NOT TO SCALE
1
LOW PRESSURE DUCT CONSTRUCTION DETAIL
NOT TO SCALE
2
DUCT STRAP DETAIL
NOT TO SCALE
7
RETURN/EXHAUST GRILLE DETAIL
NOT TO SCALE
AIR FLOW
H
W
R
9
0
°
DETAIL NOTE:
1. USE 24 GAUGE GALVANIZED VANE RUNNERS (TOP & BOTTOM)
2. CONSTRUCT SMOOTH RADIUS ELBOW WITH SPLITTER VANE ACCORDING TO SMACNA
HVAC SYSTEMS DUCT DESIGN 4TH EDITION SECTION 5.15.
3. FOR RECTANGULAR DUCTWORK, PROVIDE LONG RADIUS ELBOWS WITHOUT TURNING
VANES OR SPLITTERS. IF SPACE DOES NOT ALLOW FOR LONG RADIUS ELBOWS, SHORT
RADIUS ELBOWS WITH SPLITTER(S) MAY BE SUBSTITUTED. IN EXTREMELY TIGHT SPACES,
SQUARE ELBOWS WITH SINGLE WIDTH TURNING VANES MAY BE SUBSTITUTED.
3/4"
RADIUS = 2"
1 1/2"
CEILING
DETAIL NOTE:
1. INSULATED (MINIMUM R-6), FLEXIBLE DUCTWORK SHALL BE SUPPORTED PER SMACNA AND
INDUSTRY STANDARDS. MAXIMUM 5'-0" PER HVAC DUCT CONSTRUCTION STANDARDS, FIGURE
3-9, FLEXIBLE DUCT SUPPORTS. AVOID TIGHT RADIUS TURNS THAT RESTRICT AIRFLOW.
WHERE TIGHT RADIUS TURNS ARE NECESSARY PROVIDE RIGID SHEET METAL ELBOWS.
DUCT STRAP TYPICAL IN
TWO PLACES MINIMUM 1"
WIDE, CONSTRUCT PER
SMACNA
INSULATED GALVANIZED
SHEET METAL ELBOW
CEILING DIFFUSER
SS SCREW CLAMP
CONICAL TAP W/ MANUAL
VOLUME DAMPER
PRE-MANUFACTURED 45°
LATERAL FITTING OR TAP
SECURE FLEXIBLE DUCT TO
PLENUM AND FITTING WITH
SS SCREW CLAMP
INSULATED FLEXIBLE DUCT -
INSIDE DIAMETER AS NOTED
ON DRAWINGS. MAXIMUM
LENGTH 5'-0"
SUPPLY
DUCT
AIRFLOW
DETAIL NOTE:
1. ALL DUCTWORK SHALL BE SEALED IN
ACCORDANCE WITH SMACNA FOR SEAL
CLASS 'A'. SEE SPEC FOR INSULATION
REQUIREMENTS.
RECTANGULAR
BRANCH DUCT
15° MAXIMUM PER SIDE
RECTANGULAR
TRUNK DUCT
90° MITERED ELBOW
WITH SINGLE-WIDTH
TURNING VANES
MANUAL VOLUME DAMPER WITH
EXTERNAL ADJUSTMENT AND
POSITION LOCK (TYP)
RECTANGULAR
BRANCH DUCT
SPIN-IN TAP
FLEXIBLE RUN-OUT DUCT
DETAIL NOTE:
1. NO POP RIVETS ALLOWED
BOTTOM CHORD OF
TRUSSED RAFTER
OR JOIST
INSULATION
TWIST STRAP
1" X 18 GAGE STRAP
HANGERS AT 8'-0"
SPACING
DUCT WRAP
#10 X 3/4" SELF TAPPING
GALVANIZED SHEET METAL
SCREWS TO ANCHOR
STRAPS TO DUCT. ALL
STRAPS TO BE TIGHT
AGAINST DUCT AND
SUPPORT MEMBERS (TYP.)
(2) #10 TEE SCREENS
CONFIGURATION FOR
METAL FRAMING
DETAIL NOTE:
1. THE LENGTH AND WIDTH OF THE PLENUM
SHALL MATCH THE DUCT CONNECTION SIZE
OF THE GRILLE. THE HEIGHT OF THE PLENUM
SHALL BE AS REQUIRED TO MAKE THE DUCT
CONNECTION PER SMACNA STANDARDS.
SHEETMETAL
PLENUM
1" DUCT LINER,
BLACK
SECURE DUCT TO
REGISTER WITH
SHEETMETAL
SCREWS 6" ON
CENTER (MIN. 2
PER SIDE)
SPIN-IN FITTING
RETURN/EXHAUST DUCT, SEE
PLANS FOR CONNECTION SIZE
INSULATED FLEXIBLE DUCT
PERMITTED. MAXIMUM LENGTH
5'-0".
RIGID DUCTWORK
(INSULATED)
3" MINIMUM
WALL
6
2
3 5
1
7
7
3
2
6
4
65
CAULKING MATERIAL
DUCT OUTLET
SMOKE BARRIER
#8 MIN FASTENER
DUCT (SLEEVE)
DAMPER
6.
7.
4.
5.
ITEM.
3.
2.
1.
DESCRIPTION
1
MULTIPLE BLADE LEAKAGE RATED
DAMPER INSTALLED WITHIN A DUCT OR
SLEEVE PER MANUFACTURERS
RECOMMENDATIONS. PROVIDE ACCESS
PANEL WHERE REQUIRED,
COORDINATE WITH ARCHITECTS.
SINGLE BLADE LEAKAGE RATED
DAMPER INSTALLED WITHIN A DUCT
OR SLEEVE PER MANUFACTURERS
RECOMMENDATIONS. PROVIDE
ACCESS PANEL WHERE REQUIRED,
COORDINATE WITH ARCHITECTS.
OPERATOR/ACTUATOR DAMPER MAY BE
SUPPLIED WITHOUT OPERATOR/ACTUATOR
INSTALLED. RUSKIN'S UL LISTED FIRE
DAMPER OPERATORS SPECIFIED ON
DAMPER MARKING MAY BE FIELD INSTALLED.
SEE OPERATOR/ACTUATOR INSTALLATION
INSTRUCTIONS FOR FIELD MOUNTING OF
DAMPER OPERATORS.
4
6
FIRE/SMOKE DAMPER AT WALL DETAIL
NOT TO SCALE
45° HEEL-TOE TAP
DIFFUSER, FACE MOUNTED
TO DUCT; INTERNALLY
SECURED TO DUCT WITH
SHEET METAL SCREWS TO
HIDE FASTENERS
MVD
SIZE RUNOUTS TO MATCH
DIFFUSER FACE SIZE (2"
LARGER THAN DIFFUSER
NECK SIZE) SO THAT
DIFFUSER DOES NOT
OVERHANG DUCT
MIN. 6"
DUCT MAIN
PROVIDE MINIMUM
1" "LIP" TO ATTACH
DIFFUSER WITH
SHEET METAL
SCREWS ON ALL (4)
SIDES
ACCESS PANEL
W/HINGE & LATCH.
SIZE, 2" LESS
THAN DUCT
DIMENSION. MIN.
6"x 6", MAX. 18"x 18"
DAMPER FRAME,
WELD TO SLEEVE
AT 5" O.C. W/1"
FILLETS
ALTERNATE
ACCESS
PANEL
LOCATION
FIRE DAMPER WITH
BLADE OUT OF AIR
STREAM
10 GA. STEEL
WALL SLEEVE
& SHROUD
CLEARANCE FOR
EXPANSION 1/8" TO
1/4" MAXIMUM
"S" TYPE SLIP
CONNECTION
(TYP)
1-1/2"x 1-1/2"x 1/8"
(4 SIDES) MITERED
CORNERS WELDED
TO SLEEVE WITH 1"
FILLETS.
9
ROOF PIPING PENETRATION DETAIL
NOT TO SCALE
10
TYPICAL PENETRATION DETAIL
NOT TO SCALE
2'-0"
MIN.
DETAIL NOTE:
1. HEIGHT OF LIQUID AND SUCTION LINES TO
MATCH SPECIFIC CONDENSING UNIT.
8"
12"
3'-6"
20 GAGE GALVANIZED SHEET METAL HOOD.
1/2" MESH GALVANIZED BIRD SCREEN OVER
OPENING.
UNISTRUT ANCHORED TO CURB. CLAMP
SUCTION AND LIQUID LINES WITH
HYDRO-ZORB OR CUSHA CLAMP.
CONDENSING UNIT
SUCTION LINE
LIQUID LINE
TOP OF ROOF DECK
PRE-FABRICATED CURB.
FILL OPENING WITH FOAM
INSULATION AIR TIGHT
AFTER LINES ARE
INSTALLED
DETAIL NOTE:
1. FOR INSULATED PIPING SIZE SLEEVE ACCORDINGLY.
2. PROVIDE ESCUTCHEONS OR ANGLED STRIPS WHERE PENETRATIONS ARE
EXPOSED TO VIEW.
DUCT, PIPE OR
CONDUIT
PACK WITH FIBROUS
MATERIAL AND
CAULK ALL AROUND
STUD WALL
PIPE SLEEVE FOR ALL
MASONRY WALLS AND
RATED WALLS (SEE
ARCHITECTURAL
DRAWINGS FOR
LOCATIONS)
FIRE-RATED SEALANT FOR RATED
WALLS (SEE ARCHITECTURAL
DRAWINGS FOR LOCATIONS)
CONCRETE OR
MASONRY WALL
CC COIL
FURNACE
G
O/A DUCT
(TYPICAL)
MVD
R/A DUCT
S/A DUCT
FLEX DUCT (TYP)
GAS PIPING
GAS FLUE VENT. TERMINATE AT
ROOF IN AN APPROVED MANNER.
PLUG VALVE
UNION
DIRT LEG
2" THICK FARR 30/30
FILTER WITH FIELD
FABRICATED RACK,
PROVIDE ACCESS
FULL SIZE OF FURNACE R/A
FLEXIBLE CONNECTION
CONDENSATE DRAIN CONNECTION
ROUTE TO NEAREST FLOOR DRAIN OR
STANDPIPE, DISCHARGE INDIRECTLY
REFRIGERANT CONNECTIONS
TYPE 48 SPRING CUSHION
VIBRATION ISOLATOR (TYP)
1/2"Ø THREADED
ROD (TYP)
CONNECTION TO STRUCTURAL
SUPPORTING MEMBER; RE: 2/S-101
5
HORIZONTAL FURNACE DETAIL
NOT TO SCALE
RE: 2/S-101
11
VTR PENETRATION AND
SUPPORT DETAIL
NOT TO SCALE
SCREENWALL
SCREENWALL
SUPPORT
VTR SUPPORTED BY
HORIZONTAL STRUCTURAL
MEMBERS OF SCREENWALL
OFFSET DUE TO
STRUCTURAL MEMBER
ROUTE VENT UNDER
ROOF UNTIL VERTICAL
PENETRATION
REFER TO ARCHITECTURAL
DRAWINGS FOR
PENETRATION DETAIL
PIPE CLAMP
PARAPET
WALL
ROOF
BID SET
ENGINEER OF RECORD
MICHAEL D. OBERMARK, PE
CYNTERGY ENGINEERING, PLLC
CA # 3537
EXPIRES 6/30/2018
810 SOUTH CINCINNATI
SECOND FLOOR
TULSA, OK 74119
918.877.6000
www.cyntergy.com
SHEET NUMBER
SHEET NAME
PROJECT NO:
CHECKED BY:
DRAWN BY:
ISSUES / REVISIONS
ISSUE DATE:
MDO
GDT
1 11/1/2016
Prin
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1/3
/2
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M-601
MECHANICAL SCHEDULES
JPS 160001001
JENKS EAST INTERMEDIATE
CAFETERIA
HVAC REMODEL
JE
NK
S E
AS
T IN
TE
RM
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IA
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AF
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HV
AC
R
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OD
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3933 E
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T 91S
T S
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TU
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A, O
K 74137
11/1/2016
AIR DEVICE SCHEDULE
MARK
MANUFACTURER/
MODEL
SERVICE TYPE MOUNTING
FACE
SIZE
REMARKS
A
TITUS
TMS
S/A LOUVERED
LAY-IN (UNO)
24x241,2,3
B
TITUS
300RL
S/A SIDEWALL SURFACE SEE PLANS2,3
C
TITUS
25RL
R/A LOUVERED
SURFACE (UNO)
24x24 UNO2,3
D
TITUS
350FLF
R/A
LOUVERED
FILTER
LAY-IN 24x242,3,4
REMARKS:
1. PROVIDE 4-WAY PATTERN EXCEPT AS OTHERWISE SHOWN ON DRAWINGS.
2. PROVIDE STANDARD WHITE FINISH, UNO.
3. REFER TO PLANS FOR NECK SIZES.
4. PROVIDE 20x20 NECK WITH 20x20 WITH MERV 7 FILTER.
PACKAGED ROOFTOP HVAC EQUIPMENT
MARK
MANUFACTURER
MODEL
TYPE
AREA
SERVED
CAPACITY EVAP FAN ELECTRICAL WEIGHT
REMARKS
COOLING HEATING S/A HP
MCA/
MOCP
V/PH/HZ
UNIT
(LBS)NOMINAL
TONS
QT (MBH) QS (MBH) IN (MBH) OUT (MBH)
O/A ESP
RTU-1
LENNOX
KGA300S4B
CONSTANT
AIR VOLUME
EATING 118 25 270 190 260 208
8750 7.5
116/125 208/3/60 25351-11,13
2100 1.0
RTU-2
LENNOX
KGA240S4B
CONSTANT
AIR VOLUME
EATING 120
EAST
20 238 153 260 208
6990 5
100/110 208/3/60 25351-3,5-11,13
1500 1.0
RTU-3
LENNOX
KGA240S4B
CONSTANT
AIR VOLUME
EATING 120
SOUTH
20 238 153 260 208
7010 5
100/110 208/3/60 25351-11,13
1500 1.0
RTU-4
LENNOX
KGA300S4B
CONSTANT
AIR VOLUME
EATING 132
EAST
25 270 190 260 208
8750 7.5
116/125 208/3/60 25351-3,5-11,13
2100 1.0
RTU-5
LENNOX
KGA300S4B
CONSTANT
AIR VOLUME
EATING 132
WEST
25 270 190 260 208
8750 7.5
116/125 208/3/60 25351-3,5-11,13
2100 1.0
RTU-6
LENNOX
KGA300S4B
CONSTANT
AIR VOLUME
KITCHEN 111 &
SERVING 114
25 270 190 260 208
8750 7.5
116/125 208/3/60 25351-3,5-11,13
2100 1.0
RTU-7
LENNOX
KGA300S4B
CONSTANT
AIR VOLUME
KITCHEN 111
WEST
25 270 190 260 208
8750 7.5
116/125 208/3/60 29351-10,12,13
2100 1.0
REMARKS:
1. INSTALL EQUIPMENT PER MANUFACTURER'S INSTALLATION REQUIREMENTS.
2. COORDINATE ELECTRICAL REQUIREMENTS WITH ELECTRICAL CONTRACTOR.
3. PROVIDE WITH FACTORY MOUNTED UNIT DISCONNECT.
4. PROVIDE WITH CONVENIENCE OUTLET.
5. PROVIDE WITH MANUFACTURER'S STRUCTURAL ROOF CURB. HEIGHT OF ROOF CURB SHALL BE A MINIMUM OF 14 INCHES. CONTRACTOR SHALL PROVIDE A TALLER CURB AS REQUIRED TO PROVIDE SUFFICIENT CLEARANCE
ABOVE ROOF INSULATION FOR PROPER RTU INSTALLATION.
6. PROVIDE WITH HINGED ACCESS DOORS AND 2" MERV 8 FILTERS.
7. PROVIDE WITH BAROMETRIC RELIEF HOOD.
8. PROVIDE WITH MANUFACTURER'S SINGLE ENTHALPY ECONOMIZER.
9. PROVIDE WITH MANUFACTURER'S SMOKE DETECTOR IN THE RETURN AIRSTREAM AND WIRE FOR UNIT SHUT-DOWN UPON DETECTION. INTEGRATE DETECTION INTO EXISTING FIRE ALARM CONTROLS. WIRING SHALL BE IN
CONDUIT. PROVIDE LABEL ON OUTSIDE OF ROOFTOP UNIT WITH DUCT DETECTOR TAG NUMBER
10. MECHANICAL EQUIPMENT CONTROLS SHALL BE ELECTRO MECHANICAL INCLUDING 24 VOLT TRANSFORMER. MANUFACTURER'S EQUIPMENT STARTUP SHALL INCLUDE ALL COORDINATION WITH CONTROLS CONTRACTOR. THE
CAMPUS CONTROL SYSTEM IS ANDOVER WITH CONTACT AS BRANDON ACKLEY (816) 607-6140. CONTRACTOR SHALL CONFIRM THAT ALL MECHANICAL EQUIPMENT, CONTROLS, AND ANY OTHER REQUIREMENTS FOR INTERFACE
HAVE BEEN COORDINATED WITH BOTH THE CONTROLS CONTRACTOR AND THE MANUFACTURERS' AUTHORIZED REPRESENTATIVE TO ENSURE A COMPLETE AND OPERATING MECHANICAL SYSTEM FOR ALL MODES OF
OPERATION.
11. COORDINATE STRUCTURAL CURB TYPE TO PROVIDE FOR DOWNFLOW OPERATION.
12. COORDINATE STRUCTURAL CURB TYPE TO ALLOW HORIZONTAL DUCT DISCHARGES.
13. PROVIDE WITH FLEX DUCT CONNECTORS.
SPLIT-SYSTEM SCHEDULE
MARK TYPE
MANUFACTURER
MODEL
NOMINAL
SIZE
(TONS)
COOLING
CAPACITY
(MBH)
HEATING
CAPACITY
IN/OUT
(MBH)
EVAP FAN ELECTRICAL
WEIGHT
(LBS)
REMARKS
S/A O/A HP
MCA/MOCP
CU/ MOCP-F
(AMPS)
V/PH/HZ
F-3
NATURAL GAS
FURNACE
LENNOX
EL180UH045
--- --- 44/36 400 50 1 6.8/15 120/1/60 152
1-11CC-3
COOLING
COIL
LENNOX
CX35-30B-F
1.5 18.1 --- --- --- --- --- --- 42
CU-3
CONDENSING
UNIT
LENNOX
14ACX-018-230
1.5
1.5-TON
(NOMINAL)
--- --- --- --- 12.4/20 208/1/60 250
REMARKS:
1. COORDINATE ELECTRICAL REQUIREMENTS WITH ELECTRICAL CONTRACTOR
2. PROVIDE AFUE-80.0%
3. PROVIDE BOTTOM FILTER RACK AND FILTERED RETURN AIR GRILLE.
4. COORDINATE THERMOSTAT WITH CONTROLS CONTRACTOR.
5. PROVIDE CONDENSATE TRAP
6. PROVIDE 20 YEAR HEAT EXCHANGER WARRANTY
7. PROVIDE COMPRESSOR START ASSIST - CAPACITOR AND RELAY
8. PROVIDE ANTI-SHORT CYCLE PROTECTOR
9. PROVIDE TXV
10. PROVIDE SUSPENSION KIT FOR HORIZONTAL FLOW INSTALLATION.
11. MECHANICAL EQUIPMENT CONTROLS SHALL BE ELECTRO MECHANICAL INCLUDING 24 VOLT TRANSFORMER. MANUFACTURER'S EQUIPMENT STARTUP SHALL INCLUDE ALL COORDINATION WITH CONTROLS CONTRACTOR. THE
CAMPUS CONTROL SYSTEM IS ANDOVER WITH CONTACT AS BRANDON ACKLEY (816) 607-6140. CONTRACTOR SHALL CONFIRM THAT ALL MECHANICAL EQUIPMENT, CONTROLS, AND ANY OTHER REQUIREMENTS FOR INTERFACE
HAVE BEEN COORDINATED WITH BOTH THE CONTROLS CONTRACTOR AND THE MANUFACTURERS' AUTHORIZED REPRESENTATIVE TO ENSURE A COMPLETE AND OPERATING MECHANICAL SYSTEM FOR ALL MODES OF
OPERATION.
VENT CAP SCHEDULE
UNIT
SERVED
MANUFACTURER/
MODEL
DUCT
CONNECTION
REMARKS
CU-3
BROAN NUTONE
611
8"Ø1,2,3
REMARKS:
1. PROVIDE WITH NATURAL ALUMINUM FINISH.
2. PROVIDE WITH BIRD SCREEN.
3. FOR FLAT ROOF INSTALLATION.
BID SET
ENGINEER OF RECORD
MICHAEL D. OBERMARK, PE
CYNTERGY ENGINEERING, PLLC
CA # 3537
EXPIRES 6/30/2018
810 SOUTH CINCINNATI
SECOND FLOOR
TULSA, OK 74119
918.877.6000
www.cyntergy.com
SHEET NUMBER
SHEET NAME
PROJECT NO:
CHECKED BY:
DRAWN BY:
ISSUES / REVISIONS
ISSUE DATE:
MDO
GDT
1 11/1/2016
Prin
te
d: 1
1/3
/2
01
6 9
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M-701
MECHANICAL CONTROLS
JPS 160001001
JENKS EAST INTERMEDIATE
CAFETERIA
HVAC REMODEL
JE
NK
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HV
AC
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3933 E
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T 91S
T S
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A, O
K 74137
11/1/2016
T
SA
AI - Zone Temp
AI - Zone Setpoint Adjust
BI - Zone Override
M
CT
Starter
BO - Supply Fan Start/Stop
BI - Supply Fan Status
T
BI - Freezestat
T
AI - Return Air Temp
DX
BO - Cooling Stage 1
BO - Cooling Stage 2
Gas
BO - Heating Stage 1
BO - Heating Stage 2
BI - Return Air Smoke Detector
OA
EA RA
AI - Supply Air Temp
SF
T
N.C.
*Gravity Relief
RTU-1 through RTU-7
1. ROOF TOP UNITS RTU-1 THROUGH RTU-7 (TYPICAL OF 7)
RUN CONDITIONS - SCHEDULED:
THE UNIT SHALL RUN ACCORDING TO A USER DEFINABLE TIME SCHEDULE IN
THE FOLLOWING MODES:
• OCCUPIED MODE: THE UNIT SHALL MAINTAIN
• A 74°F (ADJ.) COOLING SETPOINT
• A 70°F (ADJ.) HEATING SETPOINT.
• UNOCCUPIED MODE (NIGHT SETBACK): THE UNIT SHALL MAINTAIN
• A 85°F (ADJ.) COOLING SETPOINT.
• A 55°F (ADJ.) HEATING SETPOINT.
ALARMS SHALL BE PROVIDED AS FOLLOWS:
• HIGH ZONE TEMP: IF THE ZONE TEMPERATURE IS GREATER THAN THE
COOLING SETPOINT BY A USER DEFINABLE AMOUNT (ADJ.).
• LOW ZONE TEMP: IF THE ZONE TEMPERATURE IS LESS THAN THE
HEATING SETPOINT BY A USER DEFINABLE AMOUNT (ADJ.).
DEMAND LIMITING - ZONE SETPOINT OPTIMIZATION:
TO LOWER POWER CONSUMPTION, THE ZONE SETPOINTS SHALL
AUTOMATICALLY RELAX WHEN THE FACILITY POWER CONSUMPTION EXCEEDS
DEFINABLE THRESHOLDS. THE AMOUNT OF RELAXATION SHALL BE
INDIVIDUALLY CONFIGURABLE FOR EACH ZONE. THE ZONE SETPOINTS SHALL
AUTOMATICALLY RETURN TO THEIR PREVIOUS SETTINGS WHEN THE FACILITY
POWER CONSUMPTION DROPS BELOW THE THRESHOLDS.
ZONE SETPOINT ADJUST:
THE OCCUPANT SHALL BE ABLE TO ADJUST THE ZONE TEMPERATURE HEATING
AND COOLING SETPOINTS AT THE ZONE SENSOR.
ZONE OPTIMAL START:
THE UNIT SHALL USE AN OPTIMAL START ALGORITHM FOR MORNING START-UP.
THIS ALGORITHM SHALL MINIMIZE THE UNOCCUPIED WARM-UP OR COOL-DOWN
PERIOD WHILE STILL ACHIEVING COMFORT CONDITIONS BY THE START OF
SCHEDULED OCCUPIED PERIOD.
ZONE UNOCCUPIED OVERRIDE:
A TIMED LOCAL OVERRIDE CONTROL SHALL ALLOW AN OCCUPANT TO
OVERRIDE THE SCHEDULE AND PLACE THE UNIT INTO AN OCCUPIED MODE FOR
AN ADJUSTABLE PERIOD OF TIME. AT THE EXPIRATION OF THIS TIME, CONTROL
OF THE UNIT SHALL AUTOMATICALLY RETURN TO THE SCHEDULE.
FREEZE PROTECTION:
THE UNIT SHALL SHUT DOWN AND GENERATE AN ALARM UPON RECEIVING A
FREEZESTAT STATUS.
RETURN AIR SMOKE DETECTION:
THE UNIT SHALL SHUT DOWN AND GENERATE AN ALARM UPON RECEIVING A
RETURN AIR SMOKE DETECTOR STATUS.
SUPPLY FAN:
THE SUPPLY FAN SHALL RUN ANYTIME THE UNIT IS COMMANDED TO RUN,
UNLESS SHUTDOWN ON SAFETIES. TO PREVENT SHORT CYCLING, THE SUPPLY
FAN SHALL HAVE A USER DEFINABLE (ADJ.) MINIMUM RUNTIME.
ALARMS SHALL BE PROVIDED AS FOLLOWS:
• SUPPLY FAN FAILURE: COMMANDED ON, BUT THE STATUS IS OFF.
• SUPPLY FAN IN HAND: COMMANDED OFF, BUT THE STATUS IS ON.
• SUPPLY FAN RUNTIME EXCEEDED: STATUS RUNTIME EXCEEDS A USER
DEFINABLE LIMIT (ADJ.).
COOLING STAGES:
THE CONTROLLER SHALL MEASURE THE ZONE TEMPERATURE AND STAGE THE
COOLING TO MAINTAIN ITS COOLING SETPOINT. TO PREVENT SHORT CYCLING,
THERE SHALL BE A USER DEFINABLE (ADJ.) DELAY BETWEEN STAGES, AND
EACH STAGE SHALL HAVE A USER DEFINABLE (ADJ.) MINIMUM RUNTIME.
THE COOLING SHALL BE ENABLED WHENEVER:
• OUTSIDE AIR TEMPERATURE IS GREATER THAN 60°F (ADJ.).
• AND THE ECONOMIZER (IF PRESENT) IS DISABLED OR FULLY OPEN.
• AND THE ZONE TEMPERATURE IS ABOVE COOLING SETPOINT.
• AND THE SUPPLY FAN STATUS IS ON.
• AND THE HEATING IS NOT ACTIVE.
GAS HEATING STAGES:
THE CONTROLLER SHALL MEASURE THE ZONE TEMPERATURE AND STAGE THE
HEATING TO MAINTAIN ITS HEATING SETPOINT. TO PREVENT SHORT CYCLING,
THERE SHALL BE A USER DEFINABLE (ADJ.) DELAY BETWEEN STAGES, AND
EACH STAGE SHALL HAVE A USER DEFINABLE (ADJ.) MINIMUM RUNTIME.
THE HEATING SHALL BE ENABLED WHENEVER:
• OUTSIDE AIR TEMPERATURE IS LESS THAN 65°F (ADJ.).
• AND THE ZONE TEMPERATURE IS BELOW HEATING SETPOINT.
• AND THE SUPPLY FAN STATUS IS ON.
• AND THE COOLING IS NOT ACTIVE.
PREFILTER HOURS:
THE CONTROLLER SHALL MONITOR THE FAN RUNTIME.
ALARMS SHALL BE PROVIDED AS FOLLOWS:
• PREFILTER CHANGE REQUIRED: PREFILTER HAS BEEN IN USE FOR MORE
THAN 2200 HRS (ADJ.).
RETURN AIR TEMPERATURE:
THE CONTROLLER SHALL MONITOR THE RETURN AIR TEMPERATURE AND USE
AS REQUIRED FOR ECONOMIZER CONTROL (IF PRESENT).
ALARMS SHALL BE PROVIDED AS FOLLOWS:
• HIGH RETURN AIR TEMP: IF THE RETURN AIR TEMPERATURE IS GREATER
THAN 90°F (ADJ.).
• LOW RETURN AIR TEMP: IF THE RETURN AIR TEMPERATURE IS LESS
THAN 45°F (ADJ.).
SUPPLY AIR TEMPERATURE:
THE CONTROLLER SHALL MONITOR THE SUPPLY AIR TEMPERATURE.
ALARMS SHALL BE PROVIDED AS FOLLOWS:
• HIGH SUPPLY AIR TEMP: IF THE SUPPLY AIR TEMPERATURE IS GREATER
THAN 120°F (ADJ.).
• LOW SUPPLY AIR TEMP: IF THE SUPPLY AIR TEMPERATURE IS LESS
THAN 45°F (ADJ.).
OCCUPANCY SCHEDULE
OCCUPIED UNOCCUPIED WARM UP
MON THRU FRI
7:00 - 17:00
OTHERWISE
MON THRU FRI
6:00 - 7:00
SEQUENCE OF OPERATIONS
MATERIAL LIST
DESCRIPTIONTAG
CONTROL PANEL WIRING DETAIL
7
6
4
5
24VAC
TYPICAL SPLIT SYSTEM
UNIT CONTROL PANEL
SUPPLY FAN
COOLING STAGE-1 ENABLE
GAS HEAT STAGE-1 ENABLE
G
R
Y1
W1
10
N.O.
LOAD
SPLIT SYSTEM SUPPLY FAN
SUPPLY FAN
CURRENT STATUS
SWITCH
Por
CS1
DISCHARGE
AIR TEMP
SENSOR
Dat
TS2
GAS HT.
CURRENT STATUS SWITCH WIRING DETAIL
9
Fan
Cool1
Heat1
ROOM TEMP
SENSOR W/ OVRD.
TS1
SETPT RET
SETPT
SENSOR/BUTTON
SENSOR RET
SPACE TEMPERATURE
SENSOR WIRING DETAIL
17
18 Rmt
SEQUENCE OF OPERATION
OCCUPIED MODE: THE SUPPLY FAN WILL CYCLE ON WHEN THERE IS A CALL FOR
HEATING, COOLING OR IF THE FAN IS NOT IN THE "AUTO MODE". WHEN THE AVERAGE
ROOM TEMPERATURE IS ABOVE THE COOLING ENABLE TEMPERATURE SETPOINT 72
°F (ADJ), MECHANICAL COOLING WILL BE ENABLED TO MAINTAIN THE ROOM COOLING
TEMPERATURE SETPOINT. WHEN THE AVERAGE ROOM TEMPERATURE IS BELOW THE
HEATING ENABLE TEMPERATURE SETPOINT 70 °F (ADJ), THE GAS HEATER WILL BE
ENABLED TO MAINTAIN THE ROOM HEATING TEMPERATURE SETPOINT.
UNOCCUPIED MODE: THE SUPPLY FAN, COOLING AND HEATING WILL BE OFF. IF THE
AVERAGE ROOM TEMPERATURE FALLS BELOW THE NIGHT SETBACK TEMPERATURE
SETPOINT 60 °F (ADJ), THE SUPPLY FAN WILL START AND THE GAS HEATER WILL BE
ENABLED UNTIL THE ROOM TEMPERATURE RISES TO 5°F ABOVE THE NIGHT SETBACK
TEMPERATURE SETPOINT. IF THE AVERAGE ROOM TEMPERATURE RISES ABOVE THE
NIGHT SETUP TEMPERATURE SETPOINT 80 °F (ADJ), THE SUPPLY FAN WILL START AND
MECHANICAL COOLING WILL BE ENABLED UNTIL THE ROOM TEMPERATURE FALLS TO
5°F BELOW THE NIGHT SETUP TEMPERATURE SETPOINT.
OVERRIDE MODE: THE THERMOSTAT OVERRIDE BUTTON WILL BE AVAILABLE TO
OCCUPANTS TO CHANGE MODE TO OCCUPIED DURING UNOCCUPIED HOURS. THE
THERMOSTAT SET POINT SLIDER WILL BE AVAILABLE TO OCCUPANTS TO MOVE THE
SETPOINT +/- 3 °F.
TS2 4" DUCT TEMPERATURE SENSOR
CS1 SOLID CORE CURRENT SWITCH
TS1 ROOM TEMPERATURE SENSOR PLUS
RA
OA
SA
1211
SPLIT SYSTEM
1
SPLIT SYSTEM FURNACE UNIT
NOT TO SCALE
THERMAL COMPONENTS INC.
BRANDON ACKLEY
(816) 607-6140
CAMPUS CONTROL SYSTEM
CONTACT INFORMATION
BID SET
103
ELEC
105
LAUNDRY
102
CAN WASH
101
CORRIDOR
106
MECH
107
STORAGE
109
LOCKERS
111
STORAGE
110
TLT
112
OFFICE
114
SERVING
113
KITCHEN
115
CHEM STOR
104
PUMPS
117
SKULLERY
M
121
SOUPS & SALADS
PIPING LOCATED ABOVE
CEILING AND BELOW
MEZZANINE FLOOR
180° HWR (E)
180° HWS (E)
DCW (E)
140° HWS (E)
140° HWR (E)
LADDER UP TO
ROOF
LADDER UP TO
MEZZANINE
FROM 1ST FLOOR
CONNECT NEW 3/4"
DCW TO EXISTING
3" LINE
ROUTE UP TO JUST BELOW
ROOF STRUCTURE
HB-1
INSTALL HOSE BIBB SUCH THAT
FAUCET OPENING FACES ROOF
HATCH
DCW (E)
2
1
3
4
4"
CONNECT CONDENSATE
DRAIN TO EXISTING CD
LINE, FIELD VERIFY
LOCATION
116
OFFICE
DEPICTS MEZZANINE
AREA
9
DOMESTIC WATER
ENTRY. ISOLATION
VALVE IN VERTICAL.
NATURAL GAS ENTRY
SUPPLIES 2,624 MBH
EXISTING ABANDONED
IN PLACE DOMESTIC
WATER HEATER TO
REMAIN.
EXISTING DOMESTIC
WATER HEATER
10
ROOF HATCH
ISOLATION VALVE
PEX-A, UPONOR RUNOUT
WITH ISOLATION VALVE AND
COPPER TERMINATION
RTU-1
RTU-2
RTU-3
RTU-4
RTU-6
RTU-5
RTU-7
CU-3
CU-4
3"
G
G
GG
3"
1-1/2"
2"
1-1/2"
1-1/2"
2-1/2"
1-1/2"
2"
1-1/2"
1-1/2"
5
4"
ROOF HATCH
6 7TYP
8
G
3/4"
EXHAUST FAN
HOOD (E)
WALK-IN COOLER
CONDENSING
UNIT (E)
VTR (R)
VTR (R)
ROUTE
BELOW ROOF
ROUTE BELOW
ROOF
ROUTE BELOW
ROOF
12
1212
VTR (R)
13
13
13
TYP
ENGINEER OF RECORD
MICHAEL D. OBERMARK, PE
CYNTERGY ENGINEERING, PLLC
CA # 3537
EXPIRES 6/30/2018
810 SOUTH CINCINNATI
SECOND FLOOR
TULSA, OK 74119
918.877.6000
www.cyntergy.com
SHEET NUMBER
SHEET NAME
PROJECT NO:
CHECKED BY:
DRAWN BY:
ISSUES / REVISIONS
ISSUE DATE:
MDO
GDT
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PLUMBING PLANS
JPS 160001001
JENKS EAST INTERMEDIATE
CAFETERIA
HVAC REMODEL
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1
PLUMBING PLAN
1/8" = 1'-0"
2
ROOF PLUMBING PLAN
1/8" = 1'-0"
1. EXISTING TO REMAIN.
2. REMOVE EXISTING GAS PIPING SERVING DEMO'D
BOILERS TO HERE, CAP AND SEAL.
3. CONNECT NEW 4" GAS LINE TO EXISTING 4" LINE HERE.
4. ROUTE 4" GAS LINE UP TO ROOF.
5. RE: 1/P-501 FOR PIPE SUPPORT DETAIL (TYP)
6. RE: 6/P-501 FOR CONDENSATE DRAIN DETAIL.
7. RE: 1/P-501 FOR GAS CONNECTION DETAIL.
8. ROUTE GAS LINE DOWN TO FURNACE. USE
PENETRATION HOOD WITH REFRIGERATION LINES, RE:
10/M-501 FOR DETAIL.
9. 3/4" GAS DOWN FROM ROOF, RE: 2/P-501 FOR GAS
CONNECTION DETAIL.
10. CAP EXISTING GAS CONNECTION AND ABANDON LINE IN
PLACE.
11. RTU LOCATIONS ARE BASED ON THE APPROXIMATE
LOCATIONS OF NEW STRUCTURAL ELEMENTS. NEW
STRUCTURAL ELEMENT LOCATIONS MAY BE ADJUSTED
DEPENDING ON EXISTING FIELD CONDITIONS. SHIFT RTU
LOCATIONS ACCORDINGLY. COORDINATE WITH
STRUCTURAL ENGINEER.
12. NEW VTR LOCATION, ATTACH VTR TO SCREEN WALL
STRUCTURAL SUPPORT. RE: 11/M-501 FOR VTR
SUPPORT DETAIL.
13. SEAL EXISTING ROOF PENETRATION PER
ARCHITECTURAL.
KEYNOTES
N
N
BID SET
ENGINEER OF RECORD
MICHAEL D. OBERMARK, PE
CYNTERGY ENGINEERING, PLLC
CA # 3537
EXPIRES 6/30/2018
810 SOUTH CINCINNATI
SECOND FLOOR
TULSA, OK 74119
918.877.6000
www.cyntergy.com
SHEET NUMBER
SHEET NAME
PROJECT NO:
CHECKED BY:
DRAWN BY:
ISSUES / REVISIONS
ISSUE DATE:
MDO
GDT
1 11/1/2016
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PLUMBING DETAILS
JPS 160001001
JENKS EAST INTERMEDIATE
CAFETERIA
HVAC REMODEL
JE
NK
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ROOF MOUNTED GAS EQUIPMENT
CONNECTION DETAIL
NOT TO SCALE
DETAIL NOTE:
1. CONNECTION SIMILAR AT GAS LINES PENETRATING ROOF EQUIPMENT OR PIPE
PENETRATION.
2. CONTRACTOR TO VERIFY GAS PRESSURE AND TO ADD REGULATOR IF NEEDED.
UNION
SHUT-OFF VALVE
TEE WITH CAPPED 1/8"
PRESSURE GAUGE
CONNECTION, TYP
INSTALL GAS PIPING TO ALLOW
FULL OPENING OF ALL
EQUIPMENT/ACCESS PANELS
COOPER B-LINE
DURA-BLOK PIPE
SUPPORT
ROOF
DIRT LEG (FULL LINE SIZE)
2
FURNACE GAS
CONNECTION DETAIL
NOT TO SCALE
G
DETAIL NOTE:
1. THE CONTRACTOR SHALL INSTALL THE GAS TRAIN PER THE SPECIFIC
APPLIANCE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND PER ALL
LOCAL CODES AND ORDINANCES. THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS AND CODES AND ORDINANCES SHALL TAKE PRECEDENCE
OVER SPECIFICATIONS AND DRAWINGS WHERE THERE IS A CONFLICT.
2. CONTRACTOR TO VERIFY GAS PRESSURE AND TO ADD REGULATOR IF
NEEDED.
SHUT-OFF VALVE
TEE WITH CAPPED 1/8" PRESSURE
GAUGE CONNECTION, TYP
6" (MINIMUM) DIRT LEG
INSTALL GAS PIPING TO ALLOW
FULL OPENING OF ALL
EQUIPMENT/ ACCESS PANELS
REFER TO PLANS FOR SIZE
AND CONTINUATION
UNION
3
TYPICAL PENETRATION DETAIL
NOT TO SCALE
4
PIPE PENETRATION DETAIL
NOT TO SCALE
DETAIL NOTES:
1. FOR INSULATED PIPING SIZE SLEEVE ACCORDINGLY.
2. PROVIDE ESCUTCHEONS OR ANGLED STRIPS WHERE
PENETRATIONS ARE EXPOSED TO VIEW.
CONCRETE OR
MASONRY WALL
FIRE-RATED SEALANT FOR RATED
WALLS (SEE ARCHITECTURAL
DRAWINGS FOR LOCATIONS)
PIPE SLEEVE FOR ALL MASONRY WALLS
AND RATED WALLS (SEE ARCHITECTURAL
DRAWINGS FOR LOCATIONS)
STUD WALL
PACK WITH FIBROUS
MATERIAL AND CAULK
ALL AROUND
DUCT, PIPE OR
CONDUIT
TEE WITH CAPPED 1/8" PRESSURE
GAGE CONNECTION
1" DRAW
BAND
NEOPRENE
RUBBER
FLASHING 8" HIGH WITH
4" FLANGE
ROOF FASTENERS 6"
O.C.
SET IN
NON-HARDENING
SEALANT
ROOF
GAS VALVE
MIN 3" DIRT LEG
(FULL SIZE)
UNION
PLUMBING FIXTURE SCHEDULE
MARK FIXTURE
MANUFACTURER
MODEL
TRIM
CONNECTIONS
WASTE VENT DCW DHW
HB-1 HOSE BIBB
ZURN
Z1341
ANTI-SIPHON VACUUM BREAKER; CHROME FINISH;
3/4" HOSE THREAD; WITH OPTIONAL METAL WHEEL
HANDLE
-- -- 3/4 --
5
FURNACE CONDENSATE DETAIL
NOT TO SCALE
6
RTU CONDENSATE DETAIL
NOT TO SCALE
B
A
B = GREATER OF 2" OR 1" PLUS (DRAWTHRU) UNIT
TOTAL PRESSURE IN INCHES-WC
A = GREATER OF 4" OR 1" PLUS (BLOWTHRU) UNIT TOTAL
PRESSURE IN INCHES-WC
SLOPE LINE AT
MINIMUM 1/8"
PER FOOT
CONNECT TO CD
PIPING, REFER
TO PLANS
FURNACE
THREADED TEE, WITH EXTENDED
NECK AND CAP FOR CLEANING
TRAP
SEE DRAWING
FOR SIZE
ROOF
2"
MIN
.
2"
MIN
.
5"
MIN
.
EQUIPMENT DRAIN PAN
2" NIPPLE
PIPE PLUG CLEAN OUT
VENT TOP BELOW DRAIN
PAN
5" NIPPLE5" MIN. NIPPLE
PIPE PLUG CLEAN OUT
SPLASH BLOCK
PIPE SUPPORT
2" NIPPLE
BID SET
ENGINEER OF RECORD
MATTHEW RUTKOWSKI, PE
CYNTERGY ENGINEERING, PLLC
CA # 3537
EXPIRES 6/30/2018
810 SOUTH CINCINNATI
SECOND FLOOR
TULSA, OK 74119
918.877.6000
www.cyntergy.com
SHEET NUMBER
SHEET NAME
PROJECT NO:
CHECKED BY:
DRAWN BY:
ISSUES / REVISIONS
ISSUE DATE:
MJR
JWE
1 11/1/2016
MATTHEWRUTKOWSKI
28077
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E-001
ELECTRICAL SPECIFICATIONS
JPS 160001001
JENKS EAST INTERMEDIATE
CAFETERIA
HVAC REMODEL
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PART 1 GENERAL
1.1 GENERAL PROVISIONS:
A. FURNISH ALL LABOR, MATERIAL, EQUIPMENT, TOOLS AND
TEMPORARY POWER REQUIRED TO COMPLETE THE INSTALLATION OF
THE ELECTRICAL SYSTEMS.
B. OBTAIN ALL PERMITS, INSPECTIONS AND APPROVALS AS REQUIRED
BY THE LOCAL AUTHORITIES HAVING JURISDICTION (AHJ). ALL
ASSOCIATED FEES SHALL BE PAID BY THE CONTRACTOR AND/OR
CONSTRUCTION MANAGER. COORDINATE WITH THE CONSTRUCTION
MANAGER.
C. ALL MATERIALS, EQUIPMENT AND SYSTEM APPURTENANCES OF THE
ELECTRICAL SYSTEMS NECESSARY FOR ITS PROPER OPERATION
AND INSTALLATION, BUT NOT NECESSARILY STATED OR SHOWN ON
THE DRAWINGS SHALL BE PROVIDED BY THE ELECTRICAL
CONTRACTOR AND BE INCLUDED IN THEIR SCOPE OF WORK AND BID.
D. THE ELECTRICAL CONTRACTOR SHALL FULFILL ALL REQUIREMENTS
OF THE CONTRACT DOCUMENTS AND SHALL COMPLETE THE
IMPROVEMENTS SHOWN IN THE CONTRACT DOCUMENTS. ALL
SYSTEMS SHALL BE PROVIDED AND PROVEN TO BE FULLY
OPERATIONAL AND FUNCTIONAL.
E. WORK SHALL BE IN ACCORDANCE WITH ALL OF THE FOLLOWING
MINIMUM APPLICABLE REQUIREMENTS OF THE LATEST GOVERNING
CODES. FINAL APPROVAL OF ALL WORK SHALL BE IN COMPLIANCE
WITH THE AUTHORITIES HAVING JURISDICTION. WHERE THERE ARE
CONFLICTS WITH CODES AND OR AUTHORITIES HAVING
JURISDICTION, THE MOST STRINGENT SHALL APPLY AND BE
IMPLEMENTED.
1. NATIONAL ELECTRICAL CODE (NEC)
2. INTERNATIONAL BUILDING CODE (IBC)
3. INTERNATIONAL MECHANICAL CODE (IMC)
4. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)
5. AMERICANS WITH DISABILITIES ACT (ADA)
6. LOCAL CODES AND AMENDMENTS
7. NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION (NECA)
8. OWNER'S CONSTRUCTION STANDARDS
9. BUILDING STANDARDS
F. MATERIALS AND EQUIPMENT SHALL BE NEW AND SHALL CONFORM TO
THE FOLLOWING CURRENT APPLICABLE INDUSTRY STANDARDS:
1. NEMA (NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION)
2. ANSI (AMERICAN NATIONAL STANDARDS INSTITUTE)
3. UL (UNDERWRITERS LABORATORIES)
4. IEEE (INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS)
5. IPCEA (INSULATED POWER CABLE ENGINEERS ASSOCIATION)
G. PRIOR APPROVAL REQUESTS: ALL PRIOR APPROVAL REQUESTS FOR
EQUIPMENT AND MATERIALS SHALL BE SUBMITTED FOR ENGINEER
REVIEW PRIOR TO BID IN ACCORDANCE WITH THE CONTRACT
DOCUMENTS. UNLESS NOTED OTHERWISE, PRIOR APPROVAL
REQUESTS SHALL BE SUBMITTED TEN DAYS PRIOR TO BID.
H. CONTRACTOR SHALL REVIEW ALL DOCUMENTS, PRIOR TO
SUBMITTING BID PROPOSAL, INCLUDING, BUT NOT LIMITED TO,
REFLECTED CEILING PLANS, ARCHITECTURAL DETAILS, MECHANICAL
DRAWINGS, AND MECHANICAL SCHEDULES. REQUIREMENTS AND
INFORMATION NECESSARY FOR THE ELECTRICAL MAY BE FOUND IN
OTHER DISCIPLINE'S DOCUMENTS.
I. COORDINATE AND VERIFY ALL WORK SHOWN ON THESE DOCUMENTS
WITH ALL OTHER DISCIPLINE'S CONTRACT DOCUMENTS DRAWINGS
AND EXISTING CONDITIONS. IT IS THE RESPONSIBILITY OF THIS
CONTRACTOR TO NOTIFY THE ENGINEER IN WRITING OF
DISCREPANCIES FOUND.
J. COORDINATE WITH THE WORK OF ALL OTHER TRADES INVOLVED IN
THIS PROJECT. IT IS THE RESPONSIBILITY OF THE ELECTRICAL
CONTRACTOR TO VERIFY THE ACTUAL LOCATION OF THE EQUIPMENT,
DUCTWORK, PIPING, STRUCTURE, ETC., AND COORDINATE THE
INSTALLATION ACCORDINGLY.
K. CONTRACTOR SHALL SURVEY SITE DURING BIDDING PROCESS AND
FULLY FAMILIARIZE THEMSELVES WITH ALL CONDITIONS THAT
AFFECT THE WORK OR COST THEREOF. PROVIDE REQUESTS FOR
INFORMATION, AS REQUIRED AND IN ACCORDANCE WITH THE
CONTRACT DOCUMENTS.
L. THE ELECTRICAL SYSTEMS SHOWN ON THE DRAWINGS ARE
DIAGRAMMATIC. EXACT LOCATION OF EQUIPMENT SHALL BE
COORDINATED WITH ENGINEER, OTHER TRADES AND FIELD
CONDITIONS.
M. CONDUIT RUNS SHOWN ARE DIAGRAMMATIC IN NATURE.
CONTRACTOR IS RESPONSIBLE FOR SIZING AND LOCATING PULL
BOXES PER NEC AND FOR COORDINATION WITH OTHER TRADES.
N. EQUIPMENT SHOWN ON DRAWINGS REPRESENTS ONE
MANUFACTURER. CONTRACTOR SHALL CONFIRM SUBMITTED
EQUIPMENT WILL FIT THE SPACE AS SHOWN ON THE CONTRACT
DOCUMENTS AND MAINTAIN ALL WORKING CLEARANCE
REQUIREMENTS PER NATIONAL ELECTRICAL CODE OR AS REQUIRED
BY THE AUTHORITIES HAVING JURISDICTION.
O. DO NOT SCALE OR DIMENSION LOCATIONS FROM THESE DRAWINGS.
P. SUBMITTALS: THE ELECTRICAL CONTRACTOR SHALL SUBMIT
INFORMATION FOR ENGINEER REVIEW, INCLUDING BUT NOT LIMITED
TO, ALL OF THE FOLLOWING EQUIPMENT: LIGHT FIXTURES, CONDUIT,
BOXES, DISCONNECT SWITCHES, CONDUCTORS, ETC. SUBMITTALS
SHALL BE NEATLY BOUND WITH EXACT MODEL NUMBER PROVIDED
AND CLEARLY MARKED. SUBMITTALS SHALL INCLUDE, BUT NOT BE
LIMITED TO: FINISHES, PHYSICAL SIZE, LISTINGS, PERFORMANCE
INFORMATION, AND FABRICATION MATERIALS. SUBMITTALS SHALL BE
DIVIDED INTO TABBED SECTIONS WITH SPECIFICATIONS SECTION
NUMBERS REFERENCED ON EACH TAB. IF A SUBMITTED LIGHT
FIXTURE IS DIFFERENT THAN THE EXACT SPECIFIED LIGHT FIXTURE,
LIGHTING PHOTOMETRICS SHALL BE PROVIDED BY THE CONTRACTOR
TO THE ENGINEER WITH THE SUBMITTALS.
PART 2 PRODUCTS
2.1. MATERIALS, EQUIPMENT, AND DEVICES SHALL BE LISTED AND
LABELED BY A NATIONALLY RECOGNIZED AND APPROVED TESTING
AGENCY AS OUTLINED IN THE NATIONAL ELECTRICAL CODE.
2.2. FIRESTOPPING MATERIAL SHALL BE MANUFACTURED BY 3M OR
ENGINEER APPROVED EQUAL.
2.3. CONDUIT RACEWAYS:
A. CONDUIT SIZES SHOWN ON DRAWINGS ARE BASED ON THHN/THWN
INSULATION AND EMT. CONTRACTOR SHALL ADJUST CONDUIT SIZE
FOR CONDUCTORS OF DIFFERENT INSULATION AND CONDUIT OTHER
THAN EMT.
B. CONDUIT TYPES PERMITTED:
1. RIGID METAL CONDUIT (RMC)-EXTERIOR ABOVE GRADE.
2. ELECTRICAL METALLIC TUBING (EMT)-INTERIOR.
3. LIQUID TIGHT FLEXIBLE METAL CONDUIT: SEAL-TIGHT, WITH PVC
JACKET. FINAL CONNECTIONS TO MECHANICAL EQUIPMENT. NOT
TO EXCEED 6'-0".
4. METAL CLAD CABLE (MC)-MAY BE USED FOR FIXTURE WHIPS.
WHIPS SHALL NOT EXCEED 6'-0" IN LENGTH AND MAY BE USED FOR
INTERIOR CONCEALED LOCATIONS.
5. FLEXIBLE METAL CONDUIT (FMC) - FINAL CONNECTIONS TO LIGHT
FIXTURES, EQUIPMENT SUBJECT TO VIBRATION, NOISE
TRANSMISSION, OR MOVEMENT; AND FOR MOTORS. NOT TO
EXCEED 6'-0".
6. INTERMEDIATE METAL CONDUIT (IMC)-USES PERMITTED BY NEC.
ALL CONDUITS NOT SPECIFICALLY LISTED ABOVE SHALL NOT BE
ALLOWED.
C. STEEL CONDUIT:
1. "HEAVY WALL" GALVANIZED RIGID METAL CONDUIT (RMC) SHALL BE
USED IN WET LOCATIONS OR WHERE THE RACEWAY MAY BE
EXPOSED TO WEATHER OR SUBJECT TO MECHANICAL DAMAGE.
WHERE EXTERIOR CONDUITS TERMINATE AT AN INTERIOR PANEL,
PROVIDE CABLE TERMINATORS TO SEAL CONDUITS FROM WATER
ENTRY.
2. "THIN WALL" GALVANIZED ELECTRICAL METALLIC TUBING (EMT)
SHALL BE USED IN WALLS, CEILINGS, AND FOR EXPOSED SURFACE
MOUNTED OUTLET LOCATIONS.
3. FLEXIBLE STEEL CONDUIT, USE 1/2" MINIMUM. FLEXIBLE CONDUIT
SHALL BE USED FOR THE FOLLOWING APPLICATION ONLY.
a. FOR FINAL CONNECTION TO MOTOR. 6'-0” MAX.
b. FROM BOX TO RECESSED LIGHTING FIXTURE 4' MIN., 6' MAX.
D. MINIMUM INTERIOR CONDUIT SIZE SHALL BE 1/2”, MINIMUM EXTERIOR
CONDUIT SIZE SHALL BE 3/4".
E. UNLESS NOTED OTHERWISE NON-METALLIC RACEWAYS ARE
PROHIBITED.
2.4 OUTLET BOXES AND CONDUIT FITTINGS:
A. FURNISH OUTLETS AND BOXES WHERE REQUIRED BY DOCUMENTS,
EQUIPMENT REQUIREMENTS, OR CODE. ALL OUTLET AND SWITCH
BOXES SHALL BE SIZED TO PROVIDE SPACE FOR WIRING DEVICES,
CONDUCTORS, AND GROUNDING CONDUCTORS. NON-METALLIC
OUTLET BOXES ARE NOT ACCEPTABLE.
B. INTERIOR BOXES SHALL BE HOT-DIPPED GALVANIZED, 4 INCH
MINIMUM SQUARE 1-1/2 INCH DEEP, UNLESS OTHERWISE NOTED. BOX
OPENING FOR OUTLETS INSTALLED FLUSH IN DRYWALL MAY BE
SINGLE OR MULTIPLE GANG (MUD-RING) AS REQUIRED. BOXES SHALL
BE SET BACK TO ALLOW THE INSTALLATION OF A SQUARE CUT AND
RAISED ADAPTER RING; DEPTH OF RAISED PORTION SHALL MATCH
THE WALL CONSTRUCTION.
C. PULL AND JUNCTION BOXES ARE NOT COMPLETELY SHOWN ON
DRAWINGS. THEY SHALL BE INSTALLED WHERE REQUIRED, IN
ACCORDANCE WITH THE NEC. ALL BOXES SHALL BE CONSTRUCTED
OF #14 GAUGE MINIMUM HOT DIPPED GALVANIZED STEEL, CAST OR
SHEET ALUMINUM WITH SCREWED OR HINGED COVER. FASTENERS
SHALL BE BRASS OR ZINC COATED SCREWS. WHERE EXPOSED TO
WEATHER, MOISTURE-TIGHT GASKET SHALL BE PROVIDED.
ELECTRICAL BOXES WITH UNUSED KNOCKOUTS SHALL BE PLUGGED.
ALL BOXES SHALL BE OF ADEQUATE SIZE WITHOUT THE USE OF
EXTENSION RINGS.
D. PROVIDE A BLANK COVER FOR EACH BOX WHERE A DEVICE IS NOT
INSTALLED.
E. UNLESS OTHERWISE NOTED NON-METALLIC BOXES ARE PROHIBITED.
F. CONDUIT CONNECTORS:
1. ALL FITTINGS FOR RIGID METAL CONDUITS SHALL BE THREADED
TYPE UNLESS NOTED OTHERWISE.
2. INDOOR EXPOSED EMT FITTINGS SHALL BE STEEL COMPRESSION
TYPE FOR ALL SURFACE MOUNT OR EXPOSED RACEWAY BELOW
10'-0". SCREW TYPE COUPLINGS AND FITTINGS MAY BE USED
WHERE CONDUIT IS ROUTED CONCEALED IN WALLS OR IN CEILING
ABOVE 10'-0".
3. INDOOR CONCEALED EMT FITTINGS MAY BE SET SCREW TYPE.
4. OUTDOOR RMC OR IMC CONNECTIONS INTO SHEET METAL BOXES
SHALL BE MADE WITH MEYERS SEAL-TIGHT HUBS WHERE
ENTERING FROM THE SIDE OR TOP OF BOX.
5. THREADLESS RMC OR IMC FITTINGS SHALL NOT BE USED. INDOOR
RMC OR IMC CONNECTIONS SHALL BE MADE WITH DOUBLE LOCK
NUTS AND BUSHINGS.
6. INDOOR MC FITTINGS SHALL BE SET SCREW TYPE. PROVIDE ANTI
SHORT BUSHINGS.
G. COMPLY WITH NECA FOR INSTALLATION OF HANGERS, AND
RACEWAYS FOR ELECTRICAL EQUIPMENT AND SYSTEMS EXCEPT IF
REQUIREMENTS IN THIS SECTION ARE MORE STRINGENT.
2.5 SUPPORTING DEVICES:
A. ANCHORS AND FASTENERS
1. STEEL STRUCTURAL ELEMENTS: USE BEAM CLAMPS. WELDED
FASTENERS MAY BE USED WITH APPROVAL FROM STRUCTURAL
ENGINEER.
2. CONCRETE SURFACES: USE SELF-DRILLING ANCHORS AND
EXPANSION ANCHORS.
3. MASONRY, PLASTER, AND GYPSUM BOARD: USE TOGGLE BOLTS
AND HOLLOW WALL FASTENERS.
4. SOLID MASONRY WALLS: USE EXPANSION ANCHORS.
5. SHEET METAL: USE SHEET METAL SCREWS.
6. WOOD ELEMENTS: USE WOOD SCREWS.
B. INSTALLATION
1. INSTALL PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS.
2. DO NOT FASTEN SUPPORTS TO PIPES, DUCTS, MECHANICAL
EQUIPMENT, AND CONDUIT.
3. DO NOT USE SPRING STEEL CLIPS AND CLAMPS.
4. DO NOT USE POWDER-ACTUATED ANCHORS.
5. DO NOT DRILL OR CUT STRUCTURAL MEMBERS.
6. PROVIDE SUPPORTS LOCATED PER NEC CODE.
7. NO RACEWAYS SHALL BE SUPPORTED FROM CEILING, CEILING GRID
SUPPORTS OR OTHER TYPE OF SUPPORT WIRE.
C. COMPLY WITH NECA FOR INSTALLATION OF SUPPORTS FOR
ELECTRICAL EQUIPMENT AND SYSTEMS EXCEPT IF REQUIREMENTS IN
THIS SECTION ARE STRICTER.
2.6 CONDUCTORS:
A. CONDUCTORS AS INDICATED AND REQUIRED BY THE DRAWINGS
SHALL BEAR THE UL LABEL AND STAMPING INDICATING CONDUCTOR
SIZE, TYPE, VOLTAGE, AND GRADE, AND SHALL MEET THE STANDARD
SPECIFICATIONS AND TEST ESTABLISHED FOR SUCH MATERIALS AND
CONSTRUCTION BY ASTM, NEMA, ANSI, AND IPCEA WHERE
APPLICABLE.
B. CONDUCTOR SHALL BE CODE GAUGE, SOFT COPPER, NOT LESS THAN
98% CONDUCTIVITY AND OF THE 600 VOLT INSULATION UNLESS
OTHERWISE NOTED.
C. COLOR CODE CONDUCTORS IN ACCORDANCE WITH NEC, LOCAL
CODES, AND THE FOLLOWING:
1. 120/208 VOLT
PHASE A BLACK
PHASE B RED
PHASE C BLUE
NEUTRAL WHITE
GROUND GREEN
SWITCH LEG PURPLE
3 WAY TRAVELER PINK
D. #10 AWG AND SMALLER CONDUCTORS SHALL BE COLOR CODED BY A
CONTINUOUS OUTER COVERING. CONDUCTORS LARGER THAN #10
AWG MAY BE COLOR CODED BY TAPE OR CONTINUOUS OUTER
COVERING.
E. BRANCH CIRCUITS, INCLUDING IN CRAWLSPACES: TYPE THHN-THWN,
SINGLE CONDUCTORS IN RACEWAY.
F. BRANCH CIRCUIT AND FEEDER CONDUCTORS SIZE #10 AWG AND
SMALLER SHALL BE SOLID. BRANCH CIRCUIT AND FEEDER
CONDUCTORS SIZE #8 AWG AND LARGER SHALL BE STRANDED.
2.7 CONDUCTOR CONNECTIONS AND DEVICES:
A. MAKE SPLICES IN #8 AWG AND SMALLER WITH INSULATED TWIST-ON
WIRE CONNECTORS. MAKE SPLICES IN #6 AWG AND LARGER WITH
CU/AL LISTED COMPRESSION CONNECTORS.
B. DO NOT INSTALL MORE THAN THREE PHASE, ONE NEUTRAL, ONE
INSULATED EQUIPMENT GROUNDING CONDUCTOR AND/OR ISOLATED
GROUND CONDUCTORS IN ANY ONE CONDUIT, UNLESS NOTED
OTHERWISE. ALL CONDUITS SHALL CONTAIN A SEPARATE INSULATED
EQUIPMENT GROUNDING CONDUCTOR.
C. RECEPTACLE DEVICES SHALL BE GROUNDING TYPE COMMERCIAL
GRADE AS FOLLOWS:
1. DUPLEX RECEPTACLE 20A 125V, NEMA 5-20R
2. BACK AND SIDE WIRED
3. EXTERIOR DUPLEX 20A 125V, NEMA 5-20R GFCI PROTECTED
4. GROUND FAULT CIRCUIT INTERRUPTER 20A 125V, NEMA 5-20R
D. SWITCHES SHALL BE COMMERCIAL GRADE, BACK AND SIDE WIRED,
120/277V AND 20A RATED.
E. FINISH OF DEVICES AND COVER PLATES SHALL MATCH EXISTING.
F. COVER PLATES:
1. MATERIAL OF INTERIOR DEVICE COVER PLATES SHALL MATCH
EXISTING.
2. WEATHERPROOF WHILE IN USE COVER PLATES SHALL BE CAST
METAL. PLASTIC WEATHERPROOF COVER PLATES WILL NOT BE
ALLOWED.
G. ACCEPTABLE MANUFACTURERS:
1. WIRING DEVICES AND PLATES AS MANUFACTURED BY ARROW
HART, P&S, BRYANT, HUBBELL, LEVITON, GE OR APPROVED
EQUALS.
2. DEVICES OR PLATES FOUND NOT TO BE AS SPECIFIED SHALL BE
REMOVED AND REPLACED WITH SPECIFIED DEVICE AT
CONTRACTOR'S EXPENSE.
2.8 LIGHTING:
A. LIGHTING FIXTURES SHALL BE BASED ON LIGHT FIXTURES SPECIFIED
IN LIGHT FIXTURE SCHEDULE.
2.9 SAFETY SWITCHES:
A. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS,
PROVIDE SWITCHES BY ONE OF THE FOLLOWING:
1. EATON ELECTRICAL INC.; CUTLER-HAMMER PRODUCTS
2. GENERAL ELECTRIC
3. SQUARE D
4. SIEMENS
B. FURNISH FUSIBLE OR NON-FUSIBLE SWITCHES AS SHOWN ON THE
DRAWINGS. SWITCHES SHALL BE HORSEPOWER-RATED. INDOOR
SWITCHES SHALL BE NEMA 1; OUTDOOR SWITCHES SHALL BE NEMA
3R, UNLESS NOTED OTHERWISE. SWITCHES SHALL BE RATED FOR
THE CONNECTED SYSTEM VOLTAGE. SWITCHES SHALL BE HEAVY
DUTY QUICK MAKE, QUICK BREAK. FURNISH REJECTION TYPE FUSE
HOLDERS AND TYPE R FUSES UNLESS OTHERWISE NOTED.
2.10 IDENTIFICATION:
A. PROVIDE ELECTRICAL IDENTIFICATION FOR EACH PANELBOARD,
SWITCHBOARD, AND DISCONNECT. UTILIZE ENGRAVED ACRYLIC OR
MELAMINE NAMEPLATE IN CONTRASTING COLORS AND OF SIZE
APPROVED BY ENGINEER. MECHANICALLY CONNECT NAMEPLATE
WITH STAINLESS-STEEL SCREWS OR STAINLESS-STEEL MACHINE
SCREWS WITH NUTS, FLAT WASHERS, AND LOCK WASHERS.
B. NAMEPLATES
1. NAMEPLATES SHALL BE 4"X1"X1/8" MINIMUM WITH WHITE CORE,
BLACK FACE, ACRYLIC OR MELAMINE WITH ENGRAVED 3/8”
MINIMUM LETTERS.
C. PROVIDE PANEL DESIGNATION AND CIRCUIT NUMBER FOR ALL
ELECTRICAL JUNCTION BOX COVERS. PROVIDE SELF-ADHESIVE
VINYL LABELS: PREPRINTED, FLEXIBLE LABEL LAMINATED WITH A
CLEAR, WEATHER-AND CHEMICAL-RESISTANT COATING. PERMANENT
MARKER IS ACCEPTABLE FOR ALL JUNCTION BOXES LOCATED ABOVE
CEILINGS.
PART 3 - EXECUTION
3.1 PREPARATION:
A. COORDINATE:
1. COORDINATE THE INSTALLATION OF ELECTRICAL WITH THE
SCHEDULE AND WORK OF OTHER TRADES TO PREVENT
UNNECESSARY DELAYS AND OR COSTS IN THE TOTAL WORK.
2. COORDINATE WITH MECHANICAL AND OR CONTROLS CONTACTOR
FOR TEMPERATURE CONTROL AND INTERLOCK WIRING
REQUIREMENTS PRIOR TO SUBMITTING BID PROPOSAL.
3.2 INSTALLATION OF RACEWAYS AND FITTINGS:
A. SECURELY AND RIGIDLY SUPPORT CONDUITS TO SUPER STRUCTURE
THROUGHOUT THE WORK.
B. INSTALL RACEWAYS PARALLEL AND PERPENDICULAR TO SURFACES
OF STRUCTURAL MEMBERS. FOLLOW SURFACE CONTOURS, WHERE
POSSIBLE, IN EXPOSED AREAS.
C. COMPLY WITH ALL APPLICABLE NECA STANDARDS FOR INSTALLATION
OF HANGERS, SUPPORTS AND RACEWAYS FOR ELECTRICAL
EQUIPMENT AND SYSTEMS.
D. USE FLEXIBLE METALLIC CONDUIT ONLY FOR SHORT MOTOR
CONNECTIONS, OR WHERE SUBJECT TO VIBRATION.
E. CONDUITS THROUGH PERIMETER BUILDING WALLS SHALL HAVE
INTERNAL AND EXTERNAL SEALS.
3.3 INSTALLATION OF CONDUCTORS:
A. NO CONDUCTOR SHALL BE SMALLER THAN #12 AWG, EXCEPT THAT
WIRING FOR SIGNAL AND PILOT CONTROL CIRCUITS MAY BE #14 AWG,
UNLESS NOTED OTHERWISE.
3.4 CONDUCTOR CONNECTIONS AND DEVICES:
A. ALL ELECTRICAL CONNECTIONS SHALL BE MADE IN ACCORDANCE
WITH ARTICLE 110 OF THE NEC.
B. ALL 120 VOLT 20A RECEPTACLES IN THE FOLLOWING LOCATIONS
SHALL BE GFCI OR BE PROVIDED WITH GFCI PROTECTION:
MECHANICAL ROOM, ELECTRICAL ROOM, JANITOR'S CLOSET, WITHIN
6 FEET OF A PLUMBING FIXTURE, AND WHERE REQUIRED BY THE
NATIONAL ELECTRICAL CODE. ALL OUTDOOR RECEPTACLES SHALL
HAVE IN-USE WEATHER-PROOF COVERS.
3.5 IDENTIFICATION AT PANELS:
A. PANEL DIRECTORIES SHALL BE TYPED AND FILLED OUT BY
ELECTRICAL CONTRACTOR AFTER TESTING AND CHECKOUT AND BE
MOUNTED IN DIRECTORY FRAME INSIDE OF PANEL DOOR. PROVIDE
ACCURATE TYPED PANELBOARD SCHEDULES IN ALL NEW AND
EXISTING PANELS. MOUNT DIRECTORY BEHIND PLASTIC ON THE
INSIDE OF EACH PANEL DOOR. PROVIDE CIRCUIT NUMBER AND
COMPLETE DESCRIPTION OF ALL LOADS ON EACH CIRCUIT.
3.6 MATERIAL AND EQUIPMENT:
A. ALL MATERIALS AND EQUIPMENT SHALL BE NEW, OF THE SAME TYPE
AND MANUFACTURER, AND SHALL BE FREE FROM DEFECTS.
DEFECTIVE AND OR DAMAGED EQUIPMENT SHALL BE REMOVED FROM
THE SITE AND REPLACED WITH NEW AT CONTRACTOR'S EXPENSE.
B. MAKE FINAL ELECTRICAL CONNECTIONS TO NEW AND ANY
RELOCATED EQUIPMENT.
3.7 GROUNDING:
A. A SEPARATE GREEN INSULATED EQUIPMENT GROUNDING
CONDUCTOR SHALL BE INSTALLED WITH THE CIRCUIT CONDUCTORS,
WHETHER INDICATED ON THE DRAWINGS OR NOT. METAL RACEWAY,
CABLE ARMOR OR SHEATH SHALL NOT BE USED AS THE PREFERRED
EQUIPMENT GROUNDING CONDUCTOR. RACEWAY SYSTEMS SHALL BE
MECHANICALLY AND ELECTRICALLY CONTINUOUS AND SHALL BE
BONDED AT ALL POINTS TO THE INSULATED EQUIPMENT GROUNDING
CONDUCTOR IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF
NEC ARTICLE 250.
B. IN THE LIGHTING SYSTEM, THE EQUIPMENT GROUNDING CONDUCTOR
OF EACH CIRCUIT SHALL BE CONNECTED TO THE EQUIPMENT
GROUNDING SCREW OF THE LIGHTING FIXTURE.
3.8 LIGHTING:
A. LIGHTING CONTROL DEVICES SHOWN IN ROOMS/AREAS SHALL
CONTROL THE FIXTURES IN THAT ROOM/AREA, UNLESS NOTED
OTHERWISE.
B. SUPPORT LIGHT FIXTURE FROM THE STRUCTURE. FIXTURES SHALL
NOT SOLELY BE SUPPORTED FROM THE CEILING.
3.9 SAFETY SWITCHES:
A. CONTRACTOR SHALL PROVIDE A HEAVY DUTY DISCONNECT FOR ALL
MOTORS WHICH ARE NOT PROVIDED BY THE MANUFACTURER WITH A
UL LISTED DISCONNECT. WHERE NO INTERNAL OVERLOAD
PROTECTION IS PROVIDED, PROVIDE A STARTER (IF REMOTELY
CONTROLLED) OR MOTOR STARTING SWITCH AS REQUIRED. PROVIDE
MELTING ALLOY OR ELECTRONIC TRIP MOTOR OVERLOAD
PROTECTION SIZED PER MANUFACTURER'S RECOMMENDATIONS.
3.10 CUTTING AND PATCHING:
A. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR
CUTTING AND PENETRATING ALL FLOORS, WALLS, PARTITIONS,
CEILINGS OR OTHER CONSTRUCTION REQUIRED FOR PROPER
INSTALLATION OF THEIR WORK. CUTTING AND PENETRATING SHALL
COMPLY WITH BUILDING CODE REQUIREMENTS. NO CUTTING OR
PENETRATIONS SHALL BE DONE WITHOUT PRIOR APPROVAL OF THE
ARCHITECT AND OR STRUCTURAL ENGINEER. ALL CUTTING AND
PENETRATIONS SHALL BE PERFORMED AS DIRECTED BY THE
ARCHITECT AND OR STRUCTURAL ENGINEER.
B. PROVIDE FIRESTOPPING FOR ALL FIRE RATED WALL, FLOOR AND
CEILING PENETRATIONS. FIRESTOPPING SHALL BE PRODUCED AND
INSTALLED TO RESIST SPREAD OF FIRE ACCORDING TO ASTME OR UL
REQUIREMENTS, RESIST PASSAGE OF SMOKE AND OTHER GASES,
AND MAINTAIN ORIGINAL FIRE-RESISTANCE RATING OF
CONSTRUCTION PENETRATED.
C. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING,
PAINTING AND REPAIRING ALL WALLS, FLOORS AND CEILINGS
DAMAGED DURING CONSTRUCTION TO MATCH EXISTING CONDITIONS.
3.11 MISCELLANEOUS ITEMS:
A. THE CONTRACTOR SHALL PROVIDE ALL MISCELLANEOUS ITEMS
REQUIRED FOR PROPER INSTALLATION OF ALL ELECTRICAL
SYSTEMS.
B. PROVIDE ALL DISCONNECTS AND SAFETY SWITCHES FOR
MECHANICAL AND PLUMBING EQUIPMENT. OVERCURRENT DEVICES
FOR HEATING, REFRIGERATION OR AIR CONDITIONING EQUIPMENT
SHALL BE FUSES OR “HACR” RATED CIRCUIT BREAKERS.
C. COMPLY WITH NECA INSTALLATION RECOMMENDATIONS FOR ALL
ELECTRICAL EQUIPMENT INSTALLATIONS.
3.12 TESTS:
A. TEST MOTORS FOR CORRECT ROTATION.
B. ANY FAILURE OR UNSATISFACTORY RESULT OF TESTS SHALL BE
CORRECTED AND RETESTED, AT CONTRACTOR'S EXPENSE. REPAIR
AND RETEST UNTIL A SATISFACTORY RESULT IS ACHIEVED.
3.13 PROJECT COMPLETION:
A. UPON COMPLETION OF THE WORK OF THIS SECTION, THOROUGHLY
CLEAN ALL EXPOSED PORTIONS OF THE ELECTRICAL INSTALLATION,
REMOVING ALL TRACES OF SOIL, LABELS, FINGERPRINTS, GREASE,
PAINT, DRYWALL COMPOUND, OIL, AND OTHER FOREIGN MATERIAL,
AND USING ONLY THE TYPE CLEANER RECOMMENDED BY THE
MANUFACTURER OF THE ITEM BEING CLEANED. CLEAN INTERIORS OF
ALL PANELBOARDS, DISCONNECTS AND OTHER ENCLOSURES. CLEAN
ALL LIGHT FIXTURE APERTURES, REFLECTORS, LENSES, AND ANY
OTHER SOILED PORTIONS OF THE LIGHT FIXTURES.
B. THOROUGHLY INDOCTRINATE THE OWNER'S OPERATION AND
MAINTENANCE PERSONNEL IN THE CONTENTS OF THE OPERATIONS
AND MAINTENANCE MANUAL REQUIRED TO BE SUBMITTED BY THESE
DOCUMENTS.
C. PROVIDE A COMPLETE, NEATLY BOUND SET OF AS-BUILT DRAWINGS
AND OPERATIONS AND MAINTENANCE MANUALS TO THE OWNER.
SUBMIT DOCUMENTS IN ACCORDANCE WITH THE GENERAL
CONDITIONS AND THE FOLLOWING. AS-BUILT DRAWINGS SHALL
INDICATE INSTALLED EQUIPMENT LOCATIONS (DISTRIBUTION
EQUIPMENT, LIGHT FIXTURES, OUTLETS, SWITCHES, ETC.), INSTALLED
WIRING CONNECTIONS (BRANCH CIRCUITS, REVISED CIRCUIT
NUMBERS, ETC.), UPDATED PANEL SCHEDULES, REVISED LIGHT
FIXTURE INFORMATION INDICATING MODEL NUMBERS OF INSTALLED
FIXTURES, ETC.. AS-BUILTS SHALL BE CREATED BY QUALIFIED
DRAFTING PERSONNEL.
END OF SPECIFICATIONS
BID SET
ENGINEER OF RECORD
MATTHEW RUTKOWSKI, PE
CYNTERGY ENGINEERING, PLLC
CA # 3537
EXPIRES 6/30/2018
810 SOUTH CINCINNATI
SECOND FLOOR
TULSA, OK 74119
918.877.6000
www.cyntergy.com
SHEET NUMBER
SHEET NAME
PROJECT NO:
CHECKED BY:
DRAWN BY:
ISSUES / REVISIONS
ISSUE DATE:
MJR
JWE
1 11/1/2016
MATTHEWRUTKOWSKI
28077
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ELECTRICAL NOTES, SYMBOLS,
ABBREVIATIONS, AND
SCHEDULES
JPS 160001001
JENKS EAST INTERMEDIATE
CAFETERIA
HVAC REMODEL
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DEMOLITION GENERAL NOTES
A. CONTRACTOR SHALL VISIT THE SITE, PRIOR TO BID, TO EVALUATE
SCOPE OF DEMOLITION AND EXISTING CONDITIONS.
B. CONTRACTOR SHALL MAINTAIN EXISTING ELECTRICAL SERVICE FOR
ALL AREAS OUTSIDE OF THE SCOPE OF WORK AREA THROUGHOUT
THE PROJECT, UNLESS SCHEDULED AND AGREED TO IN WRITING
WITH THE JENKS PUBLIC SCHOOLS. CONTRACTOR SHALL PROVIDE
A MINIMUM OF TWO WEEKS NOTICE TO JENKS PUBLIC SCHOOLS
FOR ALL SHUTDOWNS.
C. REFER TO MECHANICAL DOCUMENTS FOR INFORMATION ABOUT
ITEMS TO BE DEMOLISHED. THE ELECTRICAL DRAWINGS DO NO
SHOW DEMOLITION OF EXISTING ELECTRICAL SYSTEMS, HOWEVER,
THE CONTRACTOR SHALL PERFORM THE ELECTRICAL DEMOLITION
AS REQUIRED. PROTECT SYSTEMS TO REMAIN DURING DEMOLITION
AND CONSTRUCTION, PROVIDE NEW IF DAMAGED.
D. CONDUCTORS AND RACEWAYS ASSOCIATED WITH EQUIPMENT TO
BE REMOVED SHALL BE REMOVED BACK TO THE SERVING
PANELBOARD. RACEWAYS IN INACCESSIBLE CONCEALED AREA MAY
REMAIN.
E. CONTRACTOR SHALL CONFIRM IF THERE ARE ANY DEVICES TO
REMAIN ON THE CIRCUITS THAT ARE SCHEDULED TO HAVE
EQUIPMENT/DEVICES DEMOLISHED. CONTRACTOR SHALL UPDATE
PANEL SCHEDULES ACCORDINGLY. IF ALL EQUIPMENT/DEVICES
HAVE BEEN REMOVED FROM A CIRCUIT THEN THE OVERCURRENT
DEVICE SHALL BE TURNED OFF AND LABELED AS “SPARE”.
F. CONTRACTOR SHALL DISPOSE OF ALL EQUIPMENT/DEVICES IN
ACCORDANCE WITH APPLICABLE GOVERNMENT STANDARDS.
G. EXISTING FLUORESCENT BALLASTS AND LAMPS SHALL BE HANDLED
AND DISPOSED OF IN ACCORDANCE WITH THE ENVIRONMENTAL
PROTECTION AGENCIES (EPA) REQUIREMENTS.
CIRCUIT NUMBER
HOMERUN, XX DESIGNATES PANEL, # DESIGNATES
SINGLE POLE SWITCH 46" AFF TO CENTER, UON
XX-#
RACEWAY SYMBOLS
LIGHTING SYMBOLS
RECEPTACLE SYMBOLS
PANEL, SURFACE MOUNTED
NON-FUSED DISCONNECT
FUSED DISCONNECT
JUNCTION BOX
SURGE PROTECTION DEVICE
SWITCH SYMBOLS
DISTRIBUTION SYMBOLS
MOTOR RATED SWITCH WITH THERMAL OVERLOADS,
ELECTRICAL SYMBOLS
DUPLEX RECEPTACLE 18" AFF TO CENTER, UON.
NUMBER DENOTES CIRCUIT (TYPICAL)
LED FIXTURE, UPPERCASE LETTER
DENOTES FIXTURE TYPE, LOWER CASE LETTER
DENOTES SWITCH DESIGNATION, NUMBER
DENOTES CIRCUIT. (TYPICAL)
A
AF AMP FRAME
AFF ABOVE FINISHED FLOOR
AIC AMPERE INTERRUPTING CAPACITY
AMP AMPERE
AT AMP TRIP
C
C CONDUIT
F
F FAHRENHEIT
G
G/GD/GND GROUND
K
k KILO
kcmil 1000 CIRCULAR MILS
kVA KILOVOLT AMPS
M
MANUF MANUFACTURER
MAX MAXIMUM
MB MAIN BREAKER
MBJ MAIN BONDING JUMPER
MCB MAIN CIRCUIT BREAKER
MCC MOTOR CONTROL CENTER
MDP MAIN DISTRIBUTION PANELBOARD
MIN MINIMUM
MLO MAIN LUGS ONLY
MTG HGT MOUNTING HEIGHT
MTR MOTOR
LOWER CASE LETTER DENOTES SWITCH DESIGNATION
A
42
a
41
a
M
J
SPD
DUPLEX GROUND-FAULT CIRCUIT-INTERRUPTER
RECEPTACLE 18" AFF TO CENTER, UON
EXCLUDE OVERLOADS IF PROVIDED WITH MOTOR
ELECTRICAL ABBREVIATIONS
N
N NEUTRAL
NEMA NATIONAL ELECTRICAL MANUFACTURERS
ASSOCIATION
O
OSHA OCCUPATIONAL SAFETY AND HEALTH ACT
S
SPD SURGE PROTECTION DEVICE
T
TYP TYPICAL
U
UG UNDERGROUND
UL UNDERWRITERS LABORATORIES
UON UNLESS OTHERWISE NOTED
UPS UNINTERRUPTIBLE POWER SUPPLY
V
V VOLT
VA VOLT AMPS
VAC VOLTS ALTERNATING CURRENT
W
W WIRE
WP WEATHERPROOF WHILE IN USE
GENERAL NOTES
1. ALL MATERIAL SHALL FIT THE SPACE AVAILABLE. VERIFY DIMENSIONS AND CLEARANCES AT BUILDING PRIOR TO ORDERING. ALL WORKING
CLEARANCES AT ELECTRICAL EQUIPMENT SHALL BE MAINTAINED IN ACCORDANCE WITH THE NEC. COORDINATE WITH OTHER TRADES AS
REQUIRED.
2. REFER TO MECHANICAL DRAWINGS FOR MECHANICAL EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS. NOTIFY ENGINEER, IN WRITING,
TEN DAYS PRIOR TO BID IF MECHANICAL DOCUMENTS REQUIRE ELECTRICAL CONNECTIONS THAT ARE NOT INDICATED ON ELECTRICAL
DOCUMENTS.
3. ELECTRICAL DISCONNECTS, DEVICES, OR RACEWAYS MOUNTED ON OR ADJACENT TO EQUIPMENT SHALL NOT IMPEDE ACCESS TO THAT
EQUIPMENT. DISCONNECTS SHALL BE INSTALLED IN A LOCATION TO MEET THE NEC WORKING SPACE REQUIREMENTS.
4. LABEL ALL DISCONNECTS WITH EQUIPMENT DESIGNATION, SERVING PANELBOARD DESIGNATION AND CIRCUIT NUMBER. INTERIOR
EQUIPMENT MAY BE LABELED WITH SELF-ADHESIVE VINYL LABELS THAT ARE PREPRINTED, FLEXIBLE, LAMINATED WITH A CLEAR,
WEATHER-AND CHEMICAL-RESISTANT COATING. EXTERIOR EQUIPMENT SHALL BE LABELED WITH SCREW RETAINED, UV STABILIZED
PHENOLIC LABELS.
5. COORDINATE WITH MECHANICAL FOR ELECTRICAL CONTROLS WORK NOT PART OF CONTROLS CONTRACTOR SCOPE OF WORK.
6. ALL BRANCH CIRCUITS LARGER THAN 20A SHALL BE INSTALLED IN DEDICATED CONDUITS.
7. SLEEVE ALL WALL, FLOOR AND CEILING PENETRATIONS FOR CABLE INSTALLATIONS. SUPPORT SLEEVES ACCORDINGLY. FIRESTOP AROUND
AND IN SLEEVES AS REQUIRED. FIRESTOP MATERIAL IN SLEEVE SHALL BE REMOVABLE FOR FUTURE INSTALLATION OF CABLES.
8. CONTRACTOR SHALL REVIEW CONTRACT DOCUMENTS INCLUDING, BUT NOT LIMITED TO, ARCHITECTURAL DRAWINGS, MECHANICAL
DRAWINGS, CEILING PLANS, ELEVATIONS AND DETAILS FOR LOCATION OF ALL CEILING ELEMENTS (LIGHTS, SPRINKLERS, DIFFUSERS, ETC.).
ALL CEILING MOUNTED ITEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE ARCHITECTURAL REFLECTED CEILING PLANS. IF LOCATION
FOR AN ITEM IS NOT SHOWN ON THE ARCHITECTURAL PLANS, ELEVATIONS, OR DETAILS, VERIFY THE EXACT LOCATION OF THE ITEM WITH
THE ARCHITECT PRIOR TO INSTALLATION. THESE REQUIREMENTS APPLY TO ALL CEILING TYPES IN ALL AREAS. DO NOT SCALE OR DIMENSION
LOCATIONS FROM THESE DRAWINGS.
9. ALL 15A AND 20A, 120V CIRCUITS WITH CIRCUIT LENGTH GREATER THAN 100' SHALL BE #10 AWG MINIMUM.
10. THE WORD "PROVIDE" AS USED IN THE CONTRACT DOCUMENTS SHALL MEAN TO FURNISH AND INSTALL, UNLESS OTHERWISE NOTED.
11. PROVIDE PULL STRING IN ALL EMPTY CONDUITS.
12. CONTRACTOR SHALL UPDATE ALL PANELBOARD DIRECTORIES WITH ALL NEW AND REMOVED CIRCUITS. DIRECTORIES SHALL BE TYPED. ALL
SPARE CIRCUIT BREAKERS SHALL BE LABELED AS “SPARE” AND TURNED OFF.
13. ALL EQUIPMENT/DEVICES (INCLUDING LIGHTING ASSEMBLIES) SHALL BE UNDERWRITER LABORATORY (OR OTHER APPROVED NATIONALLY
RECOGNIZED TESTING LABORATORY) LISTED AND LABELED FOR INSTALLATION AND INTENDED USE.
14. SURFACE MOUNTED RACEWAYS AND DEVICES WILL BE ALLOWED IN MECHANICAL AREAS AND ELECTRICAL ROOMS ONLY, UNLESS NOTED
OTHERWISE.
15. PROVIDE DEDICATED NEUTRALS FOR GFCI CIRCUITS. GFCI OUTLETS ARE SHOWN FOR ALL OUTLETS REQUIRED TO BE PROTECTED,
HOWEVER, ONLY ONE GFCI MAY BE INSTALLED TO PROTECT THE GFCI OUTLETS SHOWN. LOCATE GFCI DEVICE IN CIRCUIT TO PROTECT ALL
GFCI OUTLETS SHOWN.
16. NEW CIRCUIT BREAKERS SHALL MATCH EXISTING PANEL MANUFACTURER AND AIC RATING.
EMERGENCY FIXTURE
BID SET
EXISTING MDP/A
EXISTING MDP/B
EXISTING MDP/C
EXISTING MDP/D
EXISTING MDP/E
EXISTING PANEL A
(SECTION 1)
EXISTING PANEL A
(SECTION 2)
AA
AA
A
A
A
A
A
A
A
A
A
A
A
AA
2#12, 1#12G, 1/2"C
A(SECTION 1)-9
M
2
1
1
1
3
EM
EM
EM
EM
1
1
B B
B B
BB
A1
A1
A1
A1
A1
4
EM
EM
F-3
1
A
5
6
103
ELEC
105
LAUNDRY
102
CAN WASH
101
CORRIDOR
106
MECH
107
STORAGE
109
LOCKERS
111
STORAGE
110
TLT
112
OFFICE
114
SERVING
113
KITCHEN
115
CHEM STOR
118
EATING
120
EATING
119
VEST
104
PUMPS
117
SKULLERY
121
SOUPS & SALADS
116
OFFICE
122
CORR
128
VEST
123
BOYS
124
WASH
127
GIRLS
130
OFFICE
129
CLINIC
125
JAN/MECH126
MECH
131
TLT
133
REST
132
EATING
CCCCCC
ENGINEER OF RECORD
MATTHEW RUTKOWSKI, PE
CYNTERGY ENGINEERING, PLLC
CA # 3537
EXPIRES 6/30/2018
810 SOUTH CINCINNATI
SECOND FLOOR
TULSA, OK 74119
918.877.6000
www.cyntergy.com
SHEET NUMBER
SHEET NAME
PROJECT NO:
CHECKED BY:
DRAWN BY:
ISSUES / REVISIONS
ISSUE DATE:
MJR
JWE
1 11/1/2016
MATTHEWRUTKOWSKI
28077
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ELECTRICAL FIRST FLOOR
PLAN
JPS 160001001
JENKS EAST INTERMEDIATE
CAFETERIA
HVAC REMODEL
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KEYNOTES
1. DISCONNECT AND REMOVE EXISTING LIGHT FIXTURES IN THIS AREA.
RETAIN CIRCUITS FOR RECONNECTION TO NEW FIXTURES. EXTEND
AND RECONNECT EXISTING CIRCUITS TO NEW FIXTURES. EXISTING
SWITCHING SCHEME AND SWITCHES SHALL REMAIN, UON.
EMERGENCY AND EXIT SIGNS SHALL BE CONNECTED TO THE SAME
ROOM LIGHTING AHEAD OF SWITCH.
2. MAKE FINAL CONNECTION TO CONTRACTOR PROVIDED
MOTOR-RATED SWITCH. CONFIRM EXACT LOCATION OF ELECTRICAL
CONNECTION WITH MANUFACTURER. PROVIDE PANEL INDICATED
WITH 15A, 1-POLE CIRCUIT BREAKER.
3. PROVIDE 20A, 1-POLE CIRCUIT BREAKER AT PANEL INDICATED FOR
ROOFTOP RECEPTACLES. REFER TO ROOF ELECTRICAL PLAN FOR
ADDITIONAL INFORMATION.
4. PROVIDE NEW CONNECTION TO NEW EGRESS FIXTURES AND
CONNECT TO THE SAME ROOM LIGHTING AHEAD OF SWITCH.
5. PROVIDE 120V POWER TO NEW FIRE SMOKE DAMPERS. EXTEND
EXISTING 120V CIRCUIT SERVING EXISTING FIRE SMOKE DAMPERS
TO NEW DAMPER LOCATIONS. REFER TO MECHANICAL FOR
ADDITIONAL INFORMATION. COORDINATE EXACT LOCATION AND
QUANTITY WITH MECHANICAL CONTRACTOR.
6. DISCONNECT EXISTING MECHANICAL CONTROL 120V POWER AND
RECONNECT TO NEW MECHANICAL CONTROL PANEL. COORDINATE
NEW LOCATION WITH CONTROLS CONTRACTOR. EXTEND CIRCUIT
TO NEW PANEL LOCATION. REFER TO MECHANICAL FOR ADDITIONAL
INFORMATION.
PLAN NOTES
A. RELOCATE EXISTING CONDUITS AND TEMPORARILY REMOVE LIGHTS
AS REQUIRED FOR DEMOLITION AND INSTALLATION OF NEW
DUCTWORK. REFER TO MECHANICAL PLANS FOR THE EXTENT OF
WORK. PROTECT AND CLEAN LENSES AND REFLECTORS. AS
APPLICABLE, TEMPORARILY REMOVE EXIT SIGNS AND REINSTALL. IF
EXIT SIGNS ARE DAMAGED, REPLACE WITH JENKS PUBLIC SCHOOLS
FURNISHED EXIT SIGNS.
1
ELECTRICAL FIRST FLOOR PLAN
3/32" = 1'-0"
N
BID SET
RTU-1
RTU-2
RTU-3
RTU-4
RTU-5
RTU-7
CU-3
RTU-6
3#1, 1#6G, 1-1/4"C
3#2, 1#6G, 1-1/4"C
3#2, 1#6G, 1-1/4"C
3#1, 1#6G, 1-1/4"C
3#1, 1#6G, 1-1/4"C
3#1, 1#6G, 1-1/4"C
3#1, 1#6G, 1-1/4"C
1
1
1
1
1
1
1
MDP/C-7
MDP/C-5
MDP/C-2
MDP/C-1
MDP/C-4
MDP/C-6
MDP/C-3
2
2
A(SECTION 1)-40
WP
WP
2#12, 1#12G, 1/2"C
A(SECTION 2)-40,42
2#10, 1#10G, 1/2"C
A(SECTION 1)-40
2#10, 1#10G, 1/2"C
3
A(SECTION 1)-40
WP
2#10, 1#10G, 1/2"C
4
2
A(SECTION 1)-40
WP
2#10, 1#10G, 1/2"C
5
ENGINEER OF RECORD
MATTHEW RUTKOWSKI, PE
CYNTERGY ENGINEERING, PLLC
CA # 3537
EXPIRES 6/30/2018
810 SOUTH CINCINNATI
SECOND FLOOR
TULSA, OK 74119
918.877.6000
www.cyntergy.com
SHEET NUMBER
SHEET NAME
PROJECT NO:
CHECKED BY:
DRAWN BY:
ISSUES / REVISIONS
ISSUE DATE:
MJR
JWE
1 11/1/2016
MATTHEWRUTKOWSKI
28077
L
I
C
E
NS
E
D
P
R
O
F
E
SS
IO
N
A
L
E
N
G
IN
E
E
R
O
K
L
AH
O
M
A
Prin
te
d: 1
1/3
/2
01
6 1
1:3
3:5
2 A
M
v:\je
nks p
ub
lic sch
oo
ls\je
nks e
ast in
te
rm
ed
ia
te
\D
ra
win
gs\S
he
et\E
-1
02
.d
wg
E-102
ELECTRICAL ROOF PLAN
JPS 160001001
JENKS EAST INTERMEDIATE
CAFETERIA
HVAC REMODEL
JE
NK
S E
AS
T IN
TE
RM
ED
IA
TE
C
AF
ET
ER
IA
HV
AC
R
EM
OD
EL
3933 E
AS
T 91S
T S
T
TU
LS
A, O
K 74137
11/1/2016
1
ELECTRICAL ROOF PLAN
3/32" = 1'-0"
N
KEYNOTES
1. MAKE FINAL CONNECTION TO UNIT FACTORY PROVIDED
DISCONNECT. CONFIRM EXACT LOCATION OF ELECTRICAL
CONNECTION WITH MANUFACTURER.
2. PROVIDE CONNECTION TO FACTORY FURNISHED RECEPTACLE.
3. MAKE FINAL CONNECTION TO EQUIPMENT. PROVIDE FUSES IN
ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
PROVIDE PANEL INDICATED WITH 20A, 2-POLE CIRCUIT BREAKER.
4. PROVIDE STRUT STAND TO MOUNT CONTRACTOR-PROVIDED
DEVICE.
5. CONTRACTOR PROVIDED.
PLAN NOTES
A. REFER TO REMODELED MAIN SWITCHBOARD ELEVATION FOR
CIRCUIT BREAKER DESIGNATIONS.
BID SET
MDP/AMDP/BMDP/CMDP/DMDP/E
3000A
MAIN
SERVICE
DISCONNECT
SPARE
RTU-2
110AT
RTU-3
110AT
RTU-1
125AT
RTU-4
125AT
RTU-5
125AT
RTU-6
125AT
RTU-7
125AT
SPARE
1 2
3 4
5 6
7
PANEL KC
PANEL KB
PANEL D
PANEL A
UNKNOWN
UNKNOWN
DISHWASHER
CONV. STEAMER
CONV. STEAMER
KITCHEN SF 1
KITCHEN SF 3
KITCHEN SF 2
KITCHEN EF 1
KITCHEN EF 3
KITCHEN EF 2
SPARE
UNKNOWNUNKNOWN
SPARE
SPARESPARE
SPARE
125AT
8
2
2
2
2
2
2
2
2
3
3
33
3 3
MDP/AMDP/BMDP/CMDP/DMDP/E
3000A
MAIN
SERVICE
DISCONNECT
PANEL KC
CHILLER #3
CHILLER #2
CHILLER #1
PANEL KB
PANEL D
PANEL A
DISHWASHER
KITCHEN SF 1
KITCHEN SF 3
KITCHEN SF 2
AH-1
AH-2
KITCHEN EF 1
AH-4
AH-3
UNKNOWNUNKNOWN
UNKNOWN
CONV. STEAMER
CONV. STEAMER
KITCHEN EF 3
KITCHEN EF 2
UNKNOWN
1
ENGINEER OF RECORD
MATTHEW RUTKOWSKI, PE
CYNTERGY ENGINEERING, PLLC
CA # 3537
EXPIRES 6/30/2018
810 SOUTH CINCINNATI
SECOND FLOOR
TULSA, OK 74119
918.877.6000
www.cyntergy.com
SHEET NUMBER
SHEET NAME
PROJECT NO:
CHECKED BY:
DRAWN BY:
ISSUES / REVISIONS
ISSUE DATE:
MJR
JWE
1 11/1/2016
MATTHEWRUTKOWSKI
28077
L
I
C
E
NS
E
D
P
R
O
F
E
SS
IO
N
A
L
E
N
G
IN
E
E
R
O
K
L
AH
O
M
A
Prin
te
d: 1
1/3
/2
01
6 1
1:3
3:5
4 A
M
v:\je
nks p
ub
lic sch
oo
ls\je
nks e
ast in
te
rm
ed
ia
te
\D
ra
win
gs\S
he
et\E
-6
01
.d
wg
E-601
ELECTRICAL DIAGRAMS
JPS 160001001
JENKS EAST INTERMEDIATE
CAFETERIA
HVAC REMODEL
JE
NK
S E
AS
T IN
TE
RM
ED
IA
TE
C
AF
ET
ER
IA
HV
AC
R
EM
OD
EL
3933 E
AS
T 91S
T S
T
TU
LS
A, O
K 74137
11/1/2016
1
EXISTING MAIN SWITCHBOARD ELEVATION
NOT TO SCALE
2
REMODELED MAIN SWITCHBOARD ELEVATION
NOT TO SCALE
KEYNOTES
1. REMOVE EXISTING FUSED DISCONNECT BUCKET. RETURN AND
DELIVER TO JENKS FACILITIES MAINTENANCE BUILDING.
2. REPLACE REMOVED BUCKET WITH NEW SIEMENS CIRCUIT BREAKER
UNIT. PROVIDE ORIGINAL MANUFACTURER MOUNTING AND
INSTALLATION HARDWARE, CLOSURE PLATES, AND TRIM PIECES
REQUIRED TO COMPLETE THE INSTALLATION. FIELD FABRICATED
HARDWARE OR REFURBISHED EQUIPMENT IS NOT ACCEPTABLE.
3. ABANDON EXISTING FUSED DISCONNECT BUCKET AND RELABEL.
PROVIDE NEW ENGRAVED NAMEPLATES FOR ALL NEW EQUIPMENT OR SPARES. ANY DEVICES SHOWN AS
UNKNOWN SHALL BE IDENTIFIED AND PROVIDED WITH LABELS.
BID SET