HomeMy WebLinkAboutPlansSouth Elevation
23' 39'-4" New Lift Loading Platform SCA' 0
New Grip Bay Building
Sas-ma"919MMA2
ARCHITECTURAL
OWNER: GLENWOOD TRAMWAY LLC. (970) 945-4228
Al
COVER SHEET, LIST OF SHEETS, PROJECT DATA
ARCHITECT: WARREN PALMER (.9.74) 927-9442
A2
LOWER FLOOR PLAN, PHASE I SEQUENCING
A3
MAIN LEVEL, TRAM DECK FLOOR PLAN + DETAILS
STRUCTURAL ENGINEERING: CANYON ENGINEERING
A4
GRIP BAY FLOOR, ROOF PLAN + DETAILS
CHARLES PETERSON (970) 945-5138
A5
BUILDING ELEVATIONS
A6
DOOR + WINDOW SCHEDULES, ADA RESTROOM DETAILS
MEP ENGINEERING: BIGHORN MECHANICAL
BLAINE BUCK (970) 241-8709
CIVIL
CONTRACTOR: TBD
C1
SITE PLAN
C2
GRADING PLAN
SITE: PARCEL #: 2185-0440-0005 (48.517 ACRES)
MAILING ADDRESS: 51000 TWO RIVERS PLAZA ROAD
STRUCTURAL
GLENWOOD SPRINGS, CO 81601
PHYSICAL ADDRESS: NOT AVAILABLE
S1
FOUNDATION PLAN, DETAILS
LEGAL: SECTION 4 TOWNSHIP: 6 RANGE:89 A TR OF LAND IN LOT 5&7.
S2
LOWER FLOOR FRAMING PLAN, DETAILS
EXCEPT A TR OF LAND CONT. 0.14 AC +/- AS DESC IN BK 1107 PG874.
S3
MAIN LEVEL, TRAM DECK FRAMING PLAN + DETAILS
S4
GRIP BAY FLOOR FRAMING, ROOF FRAMING + DETAILS
ZONING: GARFIELD COUNTY "CAVERNS SPECIAL USE PERMIT°'
S5
FOUNDATION DETAILS
S6
FOUNDATION DETAILS
BLDG. HT: 46-0 (SEE SHEET A3)
S7
STRUCTURAL DETAILS
THE DISTANCE FROM NATURAL OR FINISHED GRADE, TO THE MID -POINT
S8
STRUCTURAL ELEVATIONS (EAST + WEST ELEVATION)
OF THE EAVE AND RIDGE.
S9
STRUCTURAL ELEVATIONS (NORTH + SOUTH ELEVATION)
S10
BUILDING SECTIONS
DESCRIPTION: 3 STORY COMMERCIAL ADDITION TO THE EXISTING CAVERNS
S11
GENERAL STRUCTURAL NOTES
STRUCTURE. THE STORAGE AREA, OFFICES AND TRAINING AREA
WILL BE HEATED USING A FORCED AIR SYSTEM. THE GRIP BAY (2
MECHANICAL, ELECTRICAL, PLUMBING (MEP)
STORIES) WILL BE HEATED WITH A GAS UNIT HEATER. THE UPPER
LEVEL OF THE EXTERIOR TRAMWAY LOADING AREA WILL BE SNOW
MP1-1
MECHANICAL/PLUMBING - LOWER + MAIN LEVEL FLOOR
PLANS MELTED WITH A BOILER UNIT. SEWAGE WILL BE TREATED WITH
MP1-2 MECHANICAL/PLUMBING - UPPER + ROOF FLOOR PLANS
THE EXISTING SYSTEM AND GRAY WATER WILL BE SENT TO THE
MP1-3
MECHANICAL/PLUMBING - SCHEDULES
CITY OF GLENWOOD SANITATION DEPARTMENT.
MP14 MECHANCIAL/PLUMBING - DETAILS
MP1-5
MECHANICAL/PLUMBING - BOILER DETAILS
EL1-1 ELECTRICAL - LOWER + MAIN LEVEL FLOOR PLANS
EL1-2 ELECTRICAL - UPPER + ROOF FLOOR PLANS
THE GLENWOOD
CAVERNS + ADVENTURF
PARK
CAVERNS
GONDOLA
26-,
GLENWOOD SPRINGS
GARFIELD COUNTY, COLORADO
NOTES:
1. BUILDING CODES:
ALL WORK SHALL COMPLY WITH THE CURRENT CODES OF GARFIELD COUNTY, THE
STATE OF COLORADO, THE INTERNATIONAL BUILDING CODE 2015. INCLUDING THE
INTERNATIONAL ENERGY CODE 2009, THE INTERNATIONAL PLUMBING AND 2 iFG C
MECHANICAL CODES, THE CURRENT NEC AND ALL LOCAL CODES HAVING
JURISDICTION.
OSED BUILDING TYPE:
TYPE II -A SPRINKLED BUILDING
3. PROPOSED ENERGY COMPLIANCE:
WINDOW AND DOORS, U-0.35 OR LESS.
MINIMUM R-VALUES,
CEILINGS AND ROOFS, R-38
WALLS, R-20
FLOORS, R-30
BASEMENT WALLS, R-10 / R-13
SLAB PERIMETER AND DEPTH, R10/24-IN
CRAWL SPACE, R-10/13
4. AREA CALCULATIONS:
SEE SHT. A2
LOWER LEVEL, 1,190.25-SF
MAIN LEVEL, 1,190.25-SF
UPPER LEVEL, 553.92-SF
TOTAL 2,934.42-SF
APPRO D
EXCEi' i �,,' n _ j
_ Y
eUi
GATE
FIELD COPY
NO INSPE0,70". WITHOUT
THESE. PLA,1,1S 0I,,11 SITE
4
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AT B TH SIDES
OF B M WEB.
... FLOOR JOIST. j"
DROPPED T GRID '
CEILING. R20 BATT INSULATION IN --------
FRAMED 6" WALL.
OWNERS OPTION TO FIR
TO FACE OF CONCRETE -
INSULATION FOR -
CONTINUOUS WALL PLANE. - -
1X NON-COMBUSTIBLE
FASCIA W/ DRIP EDGE
UNDER ROOF
MEMBRANE,
FOUNDATION
WALL BEYOND.
PHASE I WALL SYSTEM.
NON-COMBUSITIBLE SIDING ON
TYVEK BUILDING WRAP OVERY"
FIRE PROOF SHEATHING OVER
Y2` PLYWOOD SHEATHING
ATTACHED TO STEEL STUDS.
SECURE CORNER OF WALL
SYSTEM TO CEILING ABOVE. —
WATERPROOF
CAULKING AT TRACK.
TOR 88'-4
3" RIGID INSULATION (R13)
ON INSIDE FACE OF
CONCRETE WALLS ABOVE
THE FLOOR SYSTEM.
FINISHED WITH %" TYPE-X
GYP BOARD.
INSTALL BITUMINOUS
MEMBRANE ON
BACKFILLED SIDE OF ALL
FOUNDATION WALLS.
INSTALL FOUNDATION
DRAINS AS REQUIRED.
2" RIGID INSULATION
(R10) IN CRAWL SPACE
ON INSIDE FACE OF
CONCRETE WALLS.
\ TYP WALL INSULATION
A2 Scale: 1/2" = P-0
PHASE II WALL
LOCATION.
FLASHING FROM
STEEL BEAM TO ROOF
MEMBRANE.
12
Y8 ` TYP-X GYP BOARD
CEILING (FIRE TAPED
FINISH)
6" STEEL STUD BLOCKING
FILLED WITH R20
INSULATION.
—1X NON-COMBUSIBLE
SOFFIT ON Y" FIRE CODE
RATED SHEATHING.
6`-6"
%"TYPE-X GYP BOARD
ON 6" STEEL STUDS @ 16"
C/C W/ MIN R20 BATT
INSULATION.
POMA DRIVES
CONDUITS FROM CRAWL SPACE
BELOW. COORDINATE SLAB
CORE DRILLING AND
FOUNDATION BLOCK OUT WITH
LIFT MANUFACTURER.
SECTION A -A - PHASE I ELEC ROOM FRAMING
SCALE: Y2" = 1 `-0
Y, 0 1 2
SEAL CONCRETE
JOINT W/
WATERPROOF
CAULKING.
VERSASHIELD ROOF MEMBRANE
OVER ICE + WATER SHIELD ON
%" PLYWOOD OVER RIGID
INSULATION (R38 MIN.) OVER %"
PLYWOOD DECK BEARING ON 6"
LIGHT GAUGE FRAMING.
SEE ELEVATIONS FOR
ARCHITECTURAL FINISH. FINISH
OVER TYVEK BUILDING WRAP
OVER Y" FIRE COAT SHEATHING
COVERING Y2" PLYWOOD
SHEATHING ATTACHED TO 6"
LIGHT GAUGE STUDS.
POWERED VENT IN WALL PER
POMA'S REQUIREMENTS.
COORDINATE WITH
MANUFACTURER.
Phase 11
Phase I
--—FLOORJOIST
0 6"
Y2" PLYWOOD SHEATHING W/ TYVEK
BUILDING WRAP UNDERY2" FIRE
CODE RATED SHEATHING. FLASH
@ TRANSITION TO MEMBRANE
ROOF. —.
ROOF ASSEMBLY DETAILS.
3" RIGID INSULATION (R13)
ON INSIDE FACE OF
CONCRETE WALLS ABOVE
THE FLOOR SYSTEM.
FINISHED WITH %' TYPE-X
GYP BOARD.
LINE OF DECK
ABOVE.
FLASHING @ STEEL BEAM.
ALL WALL FINISH UNDER
FLASHING DRIP EDGE.
R20 BATT INSULATION IN
FRAMED 6" WALL.
NON-COMBUSTIBLE FINISH
OVER TYVEK BUILDING
WRAP OVERY2" FIRE CODE
RATED SHEATHING OVER
Y2" PLYWOOD SHEATHING
ATTACHED TO 6" STEEL
STUDS..
SILL SEAL BELOW
FOUNDATION TRACK STUD
(TYP.)
INSTALL BITUMINOUS
MEMBRANE ON
BACKFILLED SIDE OF ALL
FOUNDATION WALLS.
INSTALL FOUNDATION
DRAINS AS REQUIRED.
2" RIGID INSULATION
(R10) IN CRAWL SPACE
ON INSIDE FACE O
CONCRETE WALLS
WALL ALONG GRIDLINE
4 TO THE COLUMN rya T _j
EXTERIOR GRIDLINE B�\
LINE OF ROOF RATED STEEL - A/A A-2
EAVE ABOVE � - nOOR PHASE I .— TcneonneoV
EGRESS TO
EXTERIOR
PATHWAY. RAMP
CRAWL SPACE
Lower Level Floor Plan - Phase I
SCALE: Y4" = 1 `-0
0 2 4
B/B S-10 11 n Y1(I V I 14 c/c s 10 i� jV
1X NON-COMBUSTIBLE
SIDING ON TYVEK BUILDING
WRAP ON Y2" FIRE CODE
RATED SHEATHING ON ON
Y" PLYWOOD SHEATHING
ATTACHED TO STEEL STUDS. - -
Ve TYPE-X GYPSUM
BOARD ON 6" STEEL
STUDS W/ MIN R-20
BATT INSULATION.
TYP WALL SECTION
A3 Scale: 1 = 6"
1X NON-COMBUSTIBLE -
SIDING ON TYVEK BUILDING
WRAP ON Y" FIRE CODE
RATED SHEATHING ON ON ...
Y2' PLYWOOD SHEATHING
ATTACHED TO STEEL STUDS. -
2X NON-COMBUSTIBLE
CASING W/ FLASHING
%" TYPE-X GYPSUM
BOARD ON 6" STEEL
STUDS W/ MIN R-20
BATT INSULATION.
CAULK ----
b
GYP. BOARD
ALUMINUM CLAD - RETURN.
WOOD WINDOW. -- -
WALL HEAD (JAMB SIM)
A3 Scale: 1 = 6"
ALUMINUI
WOOD WI
2X NON-C
CASING.
1X NON-C
SIDING 0
WRAP OP
RATED SI
Y2" PLYW(
ATTACHE
STEEL FRAME =
MESH WINDOW
PROTECTION IN
GRIP BAY.
GYP. BOARD -
RETURN.
9/e" TYPE-X GYPSUM
BOARD ON 6" STEEL
STUDS W/ MIN R-20
BATT INSULATION.
3 WALL SECT SILL DETAIL
A3 Scale: 1 = 6"
Phase II _
Phase I
A/A
0
6"
6"
Fricfinn Plaffnrm Fzi}
,,NIif #y
EXISTING WALL
3uc
S
CcsJ4
6 "� U L
A
CLASS 'A' ROOF. 22GA 1 y"
CORRUGATED COLD ROLLED
STEEL ROOFING ON
VERSASHIELD
UNDERLAYMENT ON ICE +
WATER SHIELD ON
PLYWOOD DECK. --�
CLASS W ROOF. 22GA 1 Y2"
CORRUGATED COLD ROLLED
STEEL ROOFING ON
VERSASHIELD
UNDERLAYMENT ON ICE +
WATER SHIELD ON 5Y8"
PLYWOOD DECK. ---\
22 GA RIDGE CAP OVER
FLEXIBLE CONTINUOUS VENT
CLIP CONNECTION FROM 6"
LIGHT GAUGE STUD TO WEB
OF STEEL RIDGE BEAM.
RIDGE BEAM W/
RIDGE CAP PER
eBLOWN URETHANE STRUCTURAL
INSULATION (MIN R38) W/ PLANS.
POLY VAPOR BARRIER
BELOW. OPTIONAL"
DRYWALL LID.
1 TWR ROOF + INSULATION
A� Scale: 1 = T-0
/ ,�-- V6" H. - 6" BLOWN URETHANE
C CHANNEL INSULATION (MIN R38) W/
FASCIA PER PLAN PLOY VAPOR BARRIER
W/DRIP EDGE. BELOW. OPTIONAL 5/e"
2X NON-COMBUSTIBLE DRYWALL LID.
SOFFIT END CAP W/ 1X
NON-COMBUSTIBLE
SOFFIT BOARDS ON Y2"
FIRE CODE SHEATHING.
VENT SOFFIT BOX.
1X NON-COMBUSTIBLE
SIDING ON Yz" FIRE CODE -
RATED SHEATHING ON
TYVEK BUILDING WRAP
ON Y2" PLYWOOD
SHEATHING. -
ROOFSUPPORT
BEAM PER PLANS.
%" TYPE-X GYPSUM BOARD
ON 6" STEEL STUDS W/ MIN
R-20 BATT INSULATION.
SHOOT TRACK INTO TOP &
BOTTOM OF STEEL BEAM
W/ POWDER ACTUATED
FASTENERS (TYP.).
TWR EAVE + INSULATION
A4 Scale: 1 = V-0
CLASS W ROOF. 22GA 1 Yz'
CORRUGATED COLD ROLLED STEEL
ROOFING ON VERSASHIELD
UNDERLAYMENT ON ICE+ WATER
SHIELD OVER %e PLYWOOD
SHEATHING ON 8" OF RIGID
INSULATION (MIN R38) ON STEEL
DECK BELOW. —�
FLASHING OVER C�
CHANNEL FASCIA.
2X NON -COMB. SOFFIT
EDGE BOARD (NOTCHED)
W/ 1X NON -COMB. SOFFIT
INFILLOVER Y2 FIRE
RATED SHEATHING. /
STEEL BEAM BEYOND -
1X NON-COMBUSTIBLE
SIDING ON TYVEK
BUILDING WRAP ON Y2"
FIRE CODE RATED
SHEATHING ON Y2"
PLYWOOD SHEATHING.
P-6" O.H.
CLASS W R
-. F. 22GA 1Y"
CORRUGAT
ED COLD ROLLED
STEEL RO
ING ON
VERSASHI
'
UNDERLAY1
IENT ON ICE '+
WATER SHIIFUD
ON %"
PLYWOOD <jECK.
C CHANNEL ASCIA PER
PLAN W/ DRIPEDGE. SYe"
ABOVE VALL Y BEAM TOS
ELEVATION.
'IE^yCi1A:l.
G.
TWR EAVE + INSULATION
A4 Scale: 1 = V-0
ON
i .
1X NON-COMBUSTIBLE
SIDING ON Y2" FIRE CODE
RATED SHEATHING ON
TYVEK BUILDING WRAP
Y2" PLYWOOD SHEATHIN
EXPOSED
GALVANIZED
DECKING.
4 SHED RF EAVE + INSLTN
A4 Scale: 1 = V-0
2X NON -CO
MBUSTIBLE
SOFFIT EN
NON -COMB D CAP W/ 1 X
USTIBLE
__ SOFFITBOARDS.ONY2"
FIRE CODE SHEATHING.
VENT SOFFIT BOX.
6" STEEL STUD WALL ON
TOP OF STEEL BEAM TO
BOTTOM OF %8" PLYWOOD.
Imo --SEE WALL
INSULATIO
DETAIL FOR
N + INTERIOR
FINISH.
Phase II
Phase I
Phase II
Phase I
A/A S-10
POMA ROOF
TERMINAL
EXTENT
Upp6r-1evel Floor Plan
SCALE: Ya" = V-0
553.92 SF
1 0 2 d
8/B S 10 GCS 10 Terminal
SCALE: Ya" = 1'-0
1 o z d
NA S-10
— __J
Phase I
1-6"
A -A £-10
_T
Phase II
Phase
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PROPERTY
BOUNDARY
LOT 10
SEC. 4
NEW BUILDING
& LOADING
DECK ADDITIOI
PRIMARY ROAD
ACCESS UP
I+ TRANSFER ,
_ TRAIL, ALM. CAP
/VW1/4SW1/4
' SEC.3
.-
"' APPROXIMATE
- EDGE OF CLIFF
BOUNDARY
PROPERTY • r,
ONORTHPLAN SCALE: 1 20'-0 40
ALPINE
COASTER
SHOOTING
GALLERY
BLDG.
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15'R
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BUILDING SITE PLAN da. a
®PLAN SCALE: 1° = 20'-0
NORTH N ono zo 4" a
-A
1 2 3 3
L;
A
0
3
0
5
C�
MATCH SIZE AND
SPACING OF HORZ.
WALL REINF. -
2" CLEAR TYP. @
CORNER BAR -
HORIZ. WALL REINF.
(SEE WALL SECTIONS)
BAR SIZE
LAP (CONCRETE)
LAP (MASONRY)
43 THRU #6
36x BAR 0 (18" MIN.)
40x BAR 0
#7 THRU #9
40x BAR 0
48x BAR 0
#10 THRU #11
54x BAR 0
-REINFORCING
PER PLAN
Y4°
SAW CUT CONTROL JOINT
A
REINFORCEMENT AT CORNER LAP
FrtaleV9" e 9'11
NOTES:
1. SLABS SHALL BE CAST IN STRIPS 16-0" WIDE
MAXIMUM WITH CONSTRUCTION JOINTS OR
CONTROL JOINTS AT A SPACING EQUAL TO THE
STRIP WIDTH.
2. SAWCUT CONTROL JOINTS MAY BE USED IN
BOTH DIRECTIONS SPACED AT 15-0" MAX.
3. SAWCUT JOINTS SHALL BE MADE SAME DAY AS
POUR AND AS EARLY AS POSSIBLE PRIOR TO
DRYING SHRINKAGE. THE JOINT SHALL BE
FLUSHED WITH WATER OR AIR PRESSURE
IMMEDIATELY AFTER SAWING.
4.FINISHING OF CONCRETE SLAB SHALL BE DONE
AFTER SURFACE BLEED WATER HAS
EVAPORATED.
5. MOISTEN SUB -GRADE PRIOR TO PLACING
CONCRETE (IF APPLICABLE).
6. APPLY MEMBRANE CURING COMPOUND TO
CONCRETE IMMEDIATELY AFTER CONCRETE
FINISHING OPERATION.
7. VERIFY SAW CUTS WILL NOT DAMAGE IN SLAB
RADIANT HEATING.
Phasing
Phase I (Winter 2018-2019): Completion of All Foundation Work and Steel Installation.
Complete Metal Decking Installation and Concrete Floor Slabs. New Tram Loading Deck to be
Completed in it's entirety. New Electrical Room to be Framed with Lift Drive Equipment Installed.
Phase 11 (Fall 2019): Completion of Grip Bay, Storage Area and Offices. To Include All MEP
Exterior Framing and Interior Finishes.
GENERAL NOTES
1. DESIGN DATA: DESIGN LIVE AND DEAD LOADS
ROOF LOAD L.L. = 50 PSF (SNOW) D.L. = 10 PSF
FLOOR LOAD L.L. = 125 PSF D.L. = 67 PSF
UPPER GRIP BAY L.L. = 100 PSF D.L. = 10 PSF
DECK LOAD L.L. = 100 PSF D.L. = 67 PSF
WIND LOAD 80 MPH (@ 40 HEIGHT) EXPOSURE C
2 THE FOLLOWING CODES AND EDITIONS WHERE USED - INTERNATIONAL BUILDING CODE (2015) - ACI
BUILDING CODE (ACI 318-02) - MANUAL OF STEEL CONSTRUCTION (9TH EDITION)
3. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS
DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, AND THIS
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION INCLUDING,
BUT NOT LIMITED TO, SHORING, BRACING, AND TEMPORARY EXCAVATION.
5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND SITES CONDITIONS BEFORE STARTING
WORK AND NOTIFY THE ARCHITECT AND ENGINEER IMMEDIATELY OF ANY DISCREPANCIES.
6. ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR
SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE
PROCEEDING WITH WORK SO INVOLVED.
7. RESOLVE ANY CONFLICTS ON THE DRAWINGS WITH THE ARCHITECT AND ENGINEER BEFORE PROCEEDING
WITH CONSTRUCTION.
8. COORDINATE ALL OPENINGS THROUGH FLOORS, WALLS AND ROOF WITH THE APPROPRIATE TRADES.
NOTIFY ENGINEER IF ANY OPENINGS ARE TO BE CUT IN STRUCTURAL COMPONENTS.
FOUNDATION AND EARTHWORK
1. DESIGN BASED RECOMMENDATIONS CONTAINED IN A GEOTECHNICAL REPORT PREPARED BY HP KUMAR
(JOB 18-7435) DESIGN MAX. BEARING PRESSURE - 3000 PSF NO EXPANSIVE OR COLLAPSIBLE SOILS WERE
ANTICIPATED ASSUMED LATERAL EARTH PRESSURE: 50 PCF. THE CONTRACTOR SHALL REVIEW THE SOILS
REPORT AND FOLLOW ALL RECOMMENDATIONS THEREIN. FOUNDATION DESIGN ASSUMES THAT ALL
RECOMMENDATIONS IN THE SOILS REPORT WILL BE IMPLEMENTED.
2. MINIMUM DEPTH TO BOTTOM OF FOOTING SHALL BE 3' BELOW LOWEST ADJACENT FINISHED GRADE FOR
EXTERIOR FOOTINGS AND V-0" BELOW FINISHED FLOOR FOR INTERIOR FOOTINGS U.N.O.
3. ALL INTERIOR NON -BEARING, NON -SHEAR WALLS SHALL HAVE ITT PHILLIPS #81509, #12883, OR #22093 SHOT
PINS @ 32" o.c. INSTALLED PER 1CBO #1280.
4. FINISHED EXCAVATION FOR FOUNDATION SHALL BE NEAT AND TRUE TO LINE WITH ALL LOOSE MATERIAL
AND STANDING WATER REMOVED FROM EXCAVATIONS.
5. THE GROUND SURFACE SURROUNDING THE EXTERIOR OF THE BUILDING SHOULD BE SLOPED TO DRAIN
AWAY FROM THE FOUNDATION IN ALL DIRECTIONS. IT IS RECOMMENDED THAT A MINIMUM SLOPE OF 12 INCHES
IN THE FIRST 10 FEET IN UNPAVED AREAS, AND A MINIMUM SLOPE OF 3 INCHES IN THE FIRST 10 FEET IN PAVED
AREAS BE PROVIDED. INSTALL FOUNDATION DRAINS AS REQUIRED BY SOILS REPORT.
1. CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 301, SPECIFICATIONS FOR STRUCTURAL
CONCRETE FOR BUILDINGS.
MINIMUM STRENGTH: F'c = 4,500 PSI AT 28 DAYS
ALL CONCRETE USED IN SLABS SHALL CONTAIN 1-1/2 LB/CY OF COLLATED, FIBRILLATED POLYPROPYLENE
FIBERS (FIBERMESH) w/ 7% AIR ENTRAINMENT
SLUMP: 4" t 1" NO WATER SHALL BE ADDED ON SITE WHICH WILL INCREASE SLUMP TO ABOVE 511. CONCRETE
TO BE MIXED PER ASTM C94 MAXIMUM TEMPERATURE IN MIXER: 90 DEGREES F.
2. CURING SHALL IMMEDIATELY FOLLOW THE FINISH OPERATION. KEEP CONCRETE CONTINUOUSLY MOIST FOR
AT LEAST 7 DAYS USING A POLYETHYLENE FILM SECURELY HELD IN PLACE OR AN ALTERNATE METHOD
APPROVED BY ARCHITECT.
3. PLACE ENT: PER A STANDARD 614
3.� c�,rNR �'aPcazPiii. f
4. ROUT UNDER COLUMN BASE PLATE ETC, WITH HIGH STRENGTH, NON -SHRINK, NON-METALLIC GROUT
EQUIVALENT TO MASTERFLOW NO. 713 APPLIED PER MANUFACTURER'S RECOMMENDATIONS.
5. CEMENT SHALL BE PER ASTM C150, TYPEIi, LOW ALKALI. MIX DESIGNS: IF REQUESTED, SUBMIT TO
ARCHITECT FOR REVIEW BY ENGINEER A MINIMUM OF ONE WEEK PRIOR TO FIRST CONCRETE DELIVERY.
MAXIMUM WATER/CEMENT RATIO(BY WEIGHT) :W/c = 0.64 F'c = 3000 PSI AGGREGATE: PER ASTM C33, MAXIMUM
V. NO ADMIXTURES CONTAINING CHLORIDE SALTS ARE PERMITTED. CONCRETE SHALL NOT BE IN CONTACT
WITH ALUMINUM.
REINFORCING STEEL
1. REBARS: DEFORMED STEEL, ASTM SPEC. A615 GRADE 60. ALL REBAR BENDS TO BE MADE COLD.
2. BURLAP: CONCRETE: 40 DIA. U.N.O. MASONRY: 45 DIA, U.N.D. OR 24" MINIMUM WHICHEVER IS GREATER.
STAGGER SPLICES
3. CONCRETE PROTECTION:
SLABS AND WALLS NOT EXPOSED TO EARTH OR WEATHER .......1"
CONCRETE DEPOSITED AGAINST EARTH WITHOUT FORMS .........3"
4. CONCRETE EXPOSED TO WEATHER AFTER FORMING:
#6 REBAR AND LARGER ........ 2" CLEAR
#5 REBAR AND SMALLER ....... 1 112" CLEAR
5. REINFORCING IN CONCRETE PLACED AGAINST EARTH WITHOUT FORMS IS TO BE SUPPORTED WITH
APPROVED NON-METALLIC CHAIRS, OR ANOTHER METHOD APPROVED BY THE ENGINEER.
STRUCTURAL STEEL
1. ROLLED SHAPES AND PLATES: PER ASTM SPEC. A36, Py = 36 ksi PIPES: PER ASTM SPEC. A501, Py = 36 ksi
STRUCTURAL TUBING: PER ASTM SPEC, A500, GRADE B, F'y = 46 ksi ANCHOR BOLTS: PER ASTM SPEC. A307
BOLTS WOOD CONNECTIONS: PER ASTM A307 BOLTS AT STEEL CONNECTIONS: PER ASTM A325 BOLT HOLES
1/16" GREATER THAN BOLT SIZE. ACCEPT FOR ANCHOR BOLTS WHICH ARE 3116" GREATER THAN BOLT SIZE.
U.N.O.
2. WELDING PER STANDARDS OF AMERICAN WELDING SOCIETY. ELECTRODES AWS A 5.1 E-70 SERIES. SHOP
AND FIELD WELDING SHALL BE PERFORMED BY PROPERLY CERTIFIED WELDERS.
3. PAINT ALL STRUCTURAL STEEL WITH TWO SHOP COAT PRIMER OVER CLEAN METAL.
4. COPES, BLOCK AND CUTS: ALL REENTRANT CORNERS SHALL BE SHAPED NOTCH -FREE TO A RADIUS OF AT
LEAST 1/2".
5. FABRICATION AND ERECTION: PER AISC MANUAL OF STEEL CONSTRUCTION DETAILING: PER AISC
STRUCTURAL DETAILING
6. SUBMIT SHOP DRAWINGS TO ARCHITECT FOR REVIEW BY ENGINEER PRIOR TO FABRICATION.
EXTERIOR WALL PLYWOOD SHEATHING
PLYWOOD SHEATHING SHALL BE APA GRADE -TRADEMARKED C-D, EXPOSURE 1. SHEATH ALL EXTERIOR
WALLS WITH 1/2", APA RATED PLYWOOD SHEATHING, 20/0 WITH 8'-0" DIMENSION VERTICAL. BLOCK ALL
EDGES. END JOINTS SHALL BE STAGGERED. STUDS SHALL BE 16" o.c. ATTACH PLYWOOD WITH 8d NAILS AT
6" o.c. AND AT INTERMEDIATE SUPPORTS WITH 8d AT 12" o.c.
ROOF PLYWOOD SHEATHING
PLYWOOD SHEATHING SHALL BE APA GRADE -TRADEMARKED C-D, EXPOSURE 1. ROOF DIAPHRAGMS SHALL
BE 518", APA RATED SHEATHING, 40/20 PLACED WITH 8'4" DIMENSION PERPENDICULAR TO THE JOIST, RAFTER
OR TRUSS SPAN. END JOINTS SHALL BE STAGGERED. ATTACH PLYWOOD AT EDGES WITH 8d NAILS AT 6" o.c.
AND AT INTERMEDIATE SUPPORTS WITH 8d NAILS AT 12" o.c. SHEATHING SHALL BE T & G OR PROVIDE
PLYCLIPS MIDWAY BETWEEN RAFTERS AT UNSUPPORTED EDGES.
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MECHANICAL GENERAL NOTES:
1. DRAWING IS DIAGRAMMATIC IN NATURE. LOCATIONS AND SIZES MAY VARY DURING FIELD COORDINATION & INSTALLATION OF MECHANICAL,
PLUMBING, & ELECTRICAL. DRAWINGS DO NOT NECESSARILY INDICATE EVERY REQUIRED OFFSET, FITTING, ETC. DRAWINGS ARE NOT TO BE SCALED FOR
DIMENSIONS. TAKE ALL DIMENSIONS FROM ARCHITECTURAL DRAWINGS, CERTIFIED EQUIPMENT DRAWINGS AND FROM THE STRUCTURE ITSELF BEFORE
FABRICATING ANY WORK, VERIFY ALL SPACE REQUIREMENTS COORDINATING WITH OTHER TRADES, AND INSTALL THE SYSTEMS IN THE SPACE PROVIDED
WITHOUT EXTRA CHARGES TO THE OWNER.
2. DUCT DIMENSIONS DO NOT REFLECT ADDITIONAL DIMENSIONS FOR INSULATION. PROVIDE INSULATION PER IEEC CODE REQUIREMENTS.
3. ALL PLUMBING PIPES SHALL BE INSULATED PER IEEC CODE REQUIREMENTS.
MECHANICAL / PLUMBING - UPPER TERMINAL LOWER LEVEL
SCALE: 1 /8"=1'-0"
►�C ■
NORTH
MECHANICAL / PLUMBING - UPPER TERMINAL MAIN LEVEL
SCALE: 1 /8"=1 '-0"
haw �u-i
I E'VISI `S
.A
00 NOT REPRODUCE THESE DRAWINGS AND
SPECIRWONS WITHOUT THE EXPRESSED WRITTEN
PERMISSION OF THE DESIGNER. THE DRAWINGS AND
SPECIFIC MNS ARE INSIRUMENR OF THE SERWCE AND
SHALL REMAIN THE PROPERTY OF THE DESIGNER
WHETHER THE PROJECT FOR WHICH THEY ARE MADE
IS EXEDI.FED OR NOT. THESE DRAWINGS AND
SPECIFlCTIONS SH NOT BE USED BY ANYONE ON
ANY OTHER PRWECR FOR AODRIONS TO THIS W IZT
BY OTHERS EXCEPT BY THE EXPRESSED WRITTEN
PERMISSION OF THE DESIGNER
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DATE:
ISSUED FOR:
2/8/19
FINAL REVIEW
DATE: 2/04/19
JOB NO: 18-101
DRAWN BY: BCE
CHECKED BY: BCE
AS SHOWN
SHEET NUMBER:
MP1-1
ruary 22, 'ZUIS :Z/:SUom
MECHANICAL PROVISIONS
Hw1foloW MK#lla,J16=
A. THE CONTRACTOR IS RESPONSIBLE FOR ALL WORK, MATERIALS,
AND LABOR TO SATISFY A COMPLETE WORKING SYSTEM WHETHER
SPECIFIED OR IMPLIED,
B. ALL WORK IS TO BE PERFORMED IN STRICT COMPLIANCE WITH
ALL LOCAL CODES AND ALL OTHER REGULATION GOVERNING WORK
OF THIS NATURE.
C. THE CONTRACTOR SHALL, BEFORE SUBMITTING ANY PROPOSAL,
EXAMINE THE PROPOSED SITE AND SHALL DETERMINE FOR HIMSELF
THE CONDITIONS THAT MAY EFFECT THE WORK. NO ALLOWANCE SHALL
BE MADE IF THE CONTRACTOR FAILS TO MAKE SUCH EXAMINATIONS.
D. ALL EQUIPMENT AND MATERIALS SHALL BE AS SPECIFIED OR
"APPROVED EQUAL" BY THE ENGINEER OR ARCHITECT.
2. PERMITS
A. THE CONTRACTOR SHALL SECURE ALL PERMITS OR APPLICATIONS AND
PAY ANY AND ALL FEES.
3. SHOP DRAWINGS
A. SUBMIT MATERIAL LIST AND SHOP DRAWINGS FOR MAJOR EQUIPMENT
TO THE ACHITECT/ENGINEER FOR APPROVAL. THE CONTRACTOR SHALL
SUBMIT FIVE SETS OF SHOP DRAWINGS AND THEY SHALL BE CLEARLY
LABELED.
4. FLEXIBLE DUCT WORK
A. FLEXIBLE TYPE DUCT SHALL BE OF TWO ELEMENT SPIRAL CONSTRUCTION
COMPOSED OF A CORROSION RESISTANT METAL SUPPORTING SPIRAL AND
COATED FABRIC WITH A MINERAL BASE. FLEXIBLE DUCT CONNECTORS
SHALL BE LISTED BY U.L., CLASS 1 DUCTS, AND SHALL HAVE A
FLAME SPREAD RATING NOT EXCEEDING 25 AND A SMOKE DEVELOPED
RATING NOT EXCEEDING 50.
B. USE OF FLEXIBLE DUCTWORK SHALL BE LIMITED TO NO MORE THAN
6 LINEAR FEET PER RUN.
C. CONTRACTOR SHALL BE CAREFUL SO AS NOT TO KINK OR COLLAPSE
FLEXIBLE DUCT.
5. REFRIGERENT
A. PIPING CONTRACTOR SHALL PROVIDE AND INSTALL REFRIGERANT
PIPING IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS
AND IN SUCH A WAY AS TO BE INCONSPICIOUS AND FREE FROM ANY
POSSIBLE CONDENSATION.
B. INSULATE REFRIGERANT LINES WITH ARMOUR -FLEX TYPE INSULATION,
SHALL BE TYPE "K" COPPER TUBING, WITH WROUGHT COPPER SOLDER
TYPE FITTINGS SUITABLE FOR CONNECTION WITH SILVER SOLDER.
6. DUCTWORK
A. THE DUCTWORK SHALL BE CONSTRUCTED IN ACCORDANCE
WITH THE "SMACNA" APPLICABLE MANUALS.
B. ALL DUCTWORK SHALL BE THE LOW VELOCITY TYPE, UNLESS SPECIFIED
OTHERWISE.
C. CONTRACTOR SHALL PROVIDE AND INSTALL APPROVED FIRE
DAMPERS AND ACCESS PANELS IN ANY AND ALL DUCTWORK WHICH
PENETRATES A HORIZONTAL OR VERTICAL FIRE PARTITION, OR AS
OTHERWISE SHOWN ON DRAWINGS.
D. ALL BRANCH DUCTS TO HAVE VOLUME DAMPERS, SMOOTH TURN RADIUS
DUCTWORK OR TURNING VANES SHALL BE USED THROUGHOUT WHERE FLOW
EXCEEDS 150 CFM.
E. ALL DUCT JOINTS TO BE SEALED IN ACCORDANCE WITH "SMACNA"
STANDARDS AND ACCEPTED GOOD PRACTICE.
F. ALL DUCT DIMENSIONS SHOWN ARE NET INSIDE VALUES.DIMENSIONS MAY BE
CHANGED SO LONG AS THE NET FREE FACE AREA IS MAINTAINED.
G. ALL CONCEALED DUCTWORK SHALL BE INSULATED WITH 1-1/2"
FIBERGLASS INSULATING BLANKET WITH ALUMINUM FOIL FACING.
H. ALL SUPPLY AND RETURN DUCTWORK 15 FEET DOWNSTREAM OF THE HVAC
UNIT SHALL BE INTERNALLY LINED WITH A 1/2" ACOUSTICAL DUCT LINER
UNLESS OTHERWISE NOTED ON THE DRAWINGS.
7. DRAINAGE PIPING
A. (CONDENSATE) SHALL BE SCHEDULE 40 PVC PIPE WITH SOLVENT JOINTS.
PITCH HORIZONTAL LINES 1" IN 10'-0". CONDENSATE DRAINS SHALL BE
ROUTED TO FLOOR DRAIN, ROOF DRAIN OR INDIRECT WASTE DRAIN.
8. HVAC CONTROLS
A. CONTRACTOR TO SUPPLY AND INSTALL ALL CONTROL WIRING AND
THERMOSTATS AS REQUIRED.
9. ELECTRICAL
A. CONTRACTOR TO COORDINATE WITH ELECTRICAL CONTRACTOR FOR
LOCATION OF WIRING FOR EACH HVAC UNIT.
10. PIPE SUPPORTS
A. ALL PIPE SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE IN A
NEAT AND WORKMANLIKE MANNER. THE USE OF WIRE OR METAL STRAP TO
SUPPORT PIPES WILL NOT BE PERMITTED. SPACING OF PIPE SUPPORTS
SHALL NOT EXCEED 8 FEET FOR ALL PIPING. PLASTIC PIPING TO BE
SUPPORTED EVERY 4 FEET.
11. GAS PIPING
A. PIPING SHALL BE SCHEDULE 40 BLACK STEEL PIPE WITH MALLEABLE IRON
FITTINGS.
WHERE GAS PIPE CONNECTS TO EQUIPMENT, IT SHALL BE PROVIDED WITH A
DRIP LEG THE FULL SIZE OF THE RUNOUT, A 100% SHUT-OFF VALVE AND A
UNION. GAS PIPING CONTAINING PRESSURE GREATER THAN 9" W.G. SHALL
BE SCHEDULE 40 BLACK STEEL PIPE WITH WELDED JOINTS.
12. MISCELLANEOUS
A. ALL EXTERIOR OPENINGS TO BE PROPERLY CAULKED AND SEALED WITH A
SEALANT OF HIGH QUALITY AND LONG LIFE, TO PREVENT INFILTRATION
OF OUTSIDE AIR INTO CONDITIONED SPACE.
COORDINATE INSTALLATION OF ALL ROOF FLASHING AT ROOF PENETRATION.
B. DO NOT SCALE THIS DRAWING FOR EXACT DIMENSIONS.
C. VERIFY ALL FIGURES, CONDITIONS, AND DIMENSIONS AT THE JOB SITE.
D. THE MECHANICAL PLANS ARE INTENDED TO BE DIAGRAMMATIC AND ARE BASED
ON ONE MANUFACTURE'S EQUIPMENT. THEY ARE NOT INTENDED TO SHOW EVERY
ITEM IN ITS EXACT LOCATION, THE EXACT DIMENSIONS, OR ALL THE
DETAILS OF THE EQUIPMENT.
E. THE CONTRACTOR SHALL VERIFY THE ACTUAL DIMENSIONS OF THE EQUIPMENT
PROPOSED TO ENSURE THAT THE EQUIPMENT WILL FIT IN THE AVAILABLE
SPACE.
13. TESTING AND BALANCING
A. THE HVAC SYSTEM SHALL BE TESTED AND AND BALANCED BY AN INDEPENDENT
AGENCY, UNDER THE SUPERVISION OF A LICENSED PROFESSIONAL ENGINEER.
A SEALED TYPE WRITTEN REPORT SHALL BE SUBMITTED TO THE
ARCHITECT/ENGINEER FOR REVIEW AND APPROVAL.
14, GUARANTEE
A. MATERIALS, EQUIPMENT AND INSTALLATION SHALL BE GUARANTEED FOR A
PERIOD OF ONE(1) YEAR FROM DATE OF ACCEPTANCE. DEFECTS WHICH
APPEAR DURING THAT PERIOD SHALL BE CORRECTED AT THIS CONTRACTOR'S
EXPENSE.
B. FOR THE SAME PERIOD, THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE
FOR ANY DAMAGE TO PREMISES CAUSED BY DEFECTS IN WORKMANSHIP OR IN THE
WORK OR EQUIPMENT FURNISHED AND/OR INSTALLED BY HIM.
PLUMBING SPECIFICATION
1. SCOPE OF WORK
A. THE CONTRACTOR IS RESPONSIBLE FOR ALL WORK, MATERIALS, AND
LABOR TO SATISFY A COMPLETE WORKING SYSTEM WHETHER SPECIFIED
OR IMPLIED.
B. ALL WORK IS TO BE PREFORMED IN STRICT COMPLIANCE WITH THE
INTERNATIONAL PLUMBING CODE (LATEST EDITION), ALL LOCAL CODES
AND ALL OTHER REGULATION GOVERNING WORK OF THIS NATURE.
C. THE CONTRACTOR SHALL, BEFORE SUBMITTING ANY PROPOSAL,
EXAMINE THE PROPOSED SITE AND SHALL DETERMINE FOR HIMSELF THE
CONDITIONS THAT MAY AFFECT THE WORK, NO ALLOWANCE SHALL BE
MADE IF THE CONTRACTOR FAILS TO MAKE SUCH EXAMINATIONS.
D. ALL EQUIPMENT AND MATERIALS SHALL BE AS SPECIFIED OR
"APPROVED AS EQUAL" BY THE ENGINEER OR ARCHITECT.
2. PERMITS
A. THE CONTRACTOR SHALL SECURE ALL PERMITS OR APPLICATIONS AND
PAY ANY AND ALL FEES.
3. SHOP DRAWINGS
A. SUBMIT MATERIAL LIST AND SHOP DRAWINGS FOR MAJOR EQUIPMENT
TO THE ARCHITECT/ENGINEER FOR APPROVAL. THE CONTRACTOR SHALL
SUBMIT FIVE SETS OF SHOP DRAWINGS AND THEY SHALL BE CLEARLY
LABELED.
4. DOMESTIC WATER SUPPLY PIPING
A. UNDERGROUND: PROVIDE TYPE "K" SOFT DRAWN COPPER TUBING WITH
BRAZED CONNECTIONS.
B. ABOVE GROUND: PROVIDE TYPE "L" HARD DRAWN COPPER TUBING
WITH 125 PSI SOLDER JOINTS, COPPER OR BRASS FITTINGS. ALL SOLDER
TO BE "NO LEAD" TYPE.
C. ALL HOT WATER PIPING TO BE INSULATED WITH 1" FIBERGLASS
INSULATION.
D. ALL COLD WATER PIPING TO BE INSULATED WITH J" FOAM INSULATION.
5. SANITARY/STORM DRAINAGE AND VENT PIPING
A. ABOVE GRADE:
-2" BELOW: SCHEDULE 40 GALV.
STEEL PIPE WITH SCREWED ENDS
OR SCHEDULE 40 PVC WITH
SOLVENT JOINTS OR DWV COPPER
WITH SOLDER JOINTS. ALL
SOLDER TO BE "NO LEAD" TYPE.
-3" AND ABOVE: SERVICE WT.
CAST IRON WITH NO -HUB OR
BELL AND SPIGOT JOINTS; OR
SCHEDULE 40 PVC WITH SOLVENT
JOINTS.
B. BELOW GRAD: SERVICE WT. CAST IRON WITH NO -HUB OR BELL AND
SPIGOT JOINTS; OR SCHEDULE 40 PVC WITH SOLVENT JOINTS.
C. PVC PIPING SHALL NOT BE USED IN AIR PLENUM CEILINGS AND
SHALL NOT CROSS FIRE RATED WALLS, CEILINGS, OR FLOORS.
D. DRAINAGE PIPING SHALL BE RUN AS STRAIGHT AS POSSIBLE AND
SHALL HAVE LONG TURN FITTINGS.
E. DRAINAGE PIPING 3" SIZE AND SMALLER SHALL RUN AT A UNIFORM
GRADE OF AT LEAST I" PER FOOT. AND PIPING LARGER THAN 3" SHALL
BE RUN AT A GRADE OF NO LESS THAN J" PER FOOT.
F. ALL VENT PIPING SHALL BE SLOPED TO DRAIN BACK TO FIXTURES.
G. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER FLASHING OF
THE VENT PIPING RUN THROUGH THE ROOF.
7. PIPE SUPPORTS
A. ABOVE GRADE: ALL PIPE SHALL BE SUPPORTED FROM THE BUILDING
STRUCTURE IN A NEAT AND WORKMANLIKE MANNER. THE USE OF WIRE
AND PERFORATED METAL TO SUPPORT PIPES WILL NOT BE PERMITTED.
SPACING OF PIPE SUPPORTS SHALL BE A S SPECIFIED IN INTERNATIONAL
PLUMBING CODE (LATEST EDITION).
B. BELOW GRADE: EARTH SHALL BE EXCAVATED TO A MINIMUM DEPTH
WITH AN EVEN SURFACE TO INSURE SOLID BEARING OF PIPE FOR ITS
ENTIRE LENGTH.
-INTERIOR: THE PIPE SHALL BE INSTALLED (UNLESS OTHERWISE
SPECIFIED) A MINIMUM OF 4 INCHES BELOW THE BOTTOM OF THE SLAB
AND SHALL NOT BE IN ANY DIRECT CONTACT WITH THE CONCRETE AT
ANY POINT.
-EXTERIOR: THE WATER PIPE SHALL HAVE A MINIMUM OF 60" OF COVER
AND THE SANITARY WASTE PIPE SHALL HAVE A MINIMUM OF 24" OF
COVER.
B. MISCELLANEOUS
A. COORDINATE INSTALLATION OF ALL ROOFS FLASHING AT ROOF
PENETRATIONS.
B. DO NOT SCALE THIS DRAWING FOR EXACT DIMENSIONS. VERIFY ALL
FIGURES, CONDITIONS AND DIMENSIONS AT THE JOB SITE.
C. THE PLUMBING PLANS ARE INTENDED TO BE DIAGRAMMATIC AND ARE
BASED ON ONE MANUFACTURER'S EQUIPMENT. THEY ARE NOT INTENDED
TO SHOW EVERY ITEM IN ITS EXACT LOCATION. THE EXACT DIMENSIONS
OR ALL THE DETAILS OF THE EQUIPMENT. THE CONTRACTOR SHALL
VERIFY THE ACTUAL DIMENSIONS OF THE EQUIPMENT PROPOSED TO
ENSURE THAT THE EQUIPMENT WILL FIT THE AVAILABLE SPACE.
9. TESTING
A. PLUMBING SYSTEM SHALL BE FLOW AND PRESSURE TESTED IN
ACCORDANCE WITH THE INTERNATIONAL PLUMBING CODE (LATEST
EDITION).
10 GUARANTEE
A. MATERIALS, EQUIPMENT AND INSTALLATION SHALL BE GUARANTEED FOR
A PERIOD OF ONE (1) YEAR FROM DATE OF ACCEPTANCE, DEFECTS
WHICH APPEAR DURING THAT PERIOD SHALL BE CORRECTED AT THIS
CONTRACTORS EXPENSE.
B. FOR THE SAME PERIOD THE PLUMBING CONTRACTOR SHALL BE
RESPONSIBLE FOR ANY DAMAGE TO PREMISES CAUSED BY DEFECTS IN
WORKMANSHIP OR IN THE WORK OR EQUIPMENT FURNISHED AND/OR
INSTALLED BY HIM.
GAS FURNACE SCHEDULE
E.S.P. COOLING HEATING ELECTRICAL
EQUIPMENT NO. SERVICE SUPPLY AIR (CFM) OUTSIDE AIR (CFM) (IN WG.) NOMINAL MBH GAS CFH MBH INPUT MBH OUTPUT EFFICIENCY A.F.U.E FAN HP V/PH/HZ MCA MOCP MANUFACTURER &MODEL OPTIONS/ACCESSORIES
GF-1 OFFICE/STORAGE 1999 600 0.8 48 120 113 920% 91A 115/1/60 13 15 TRANE - XB90 #TUC1 D1209601A NOTE-1
NOTES:
1. PROVIDE POWER DISCONNECT, CONCENTRIC VENT KIT, CONDENSATE NEUTRALIZATION KIT, PIPE CONDENSATE TO NEAREST FLOOR DRAIN, VIBRATION ISOLATION, 4" CONCRETE HOUSEKEEPING PAD, ZONE DAMPERS WITH PROGRAMMABLE THERMOSTATS, AND HIGH ALTITUDE KIT SIZED PER
LOCATION ELEVATION.
GAS FIRED UNIT HEATER SCHEDULE
EQUIPMENT
NO.
SERVICE
SUPPLY AIR (CFM)
HEATING
GAS CONNECTION
SIZE
VENT OUTLET
SIZE
AIR INLET
SIZE
ELECTRICAL
MANUFACTURER & MODEL
OPTIONS/ACCESSORIES
GAS CFH
MBH INPUT
MBH OUTPUT
V./PH./HZ.
FLA (A)
MOCP (A)
MOTOR HP
GUH-1
GRIP BAY
629
45
37.35
1/2
4
4
120/1/60
2.4
15
0.06
REZNOR - UDAS30
NOTE-1
NOTES:
1. PROVIDE WALL MOUNTED THERMOSTAT, TOTALLY ENCLOSED FAN MOTOR, VERTICAL COMBUSTION AIR/VENT KIT, PRESSURE SWITCH CHANGE FOR ABOVE 6,000 FT, VERTICAL LOUVERS, CEILING SUSPENSION KIT, HANGER KIT FOR PIPE, MANUAL SHUTOFF
VALVE, STEPDOWN TRANSFORMER (COORDINATE VOLTAGE STEPDOWN TYPE), HIGH ALTITUDE KIT SIZED PER LOCATION ELEVATION.
FAN SCHEDULE
MOTOR
EQUIPMENT NO.
SERVICE
LOCATION
CFM
EXTERNAL STATIC PRESS (IN. W.G.)
MANUFACTURER & MODEL
OPTIONS/ACCESSORIES
WATTS
HP
RPM
VOLT/PH/HZ
EF-1
RESTROOM
CEILING
80
0.25
10.00
-
1131
120/l/60
PANASONIC - #FV-5-1 1 VK1
NOTE-1,2
EF-2
MECH. RM.
CEILING
200
0.5
83.00
-
1100
120/1/60
COOK - GC-186
NOTE-1,3
F-1
GRIP RIM.
CEILING
547
-
33.00
-
1650
230/l/60
AIRIUS - A-26-SP
NOTE-4
NOTES:
1. PROVIDE WITH MOTOR STARTER, POWER DISCONNECT, BACKDRAFT DAMPER, VIBRATION ISOLATION, DELUXE GRILLE, TERMINATION WITH WALL CAP AND BIRD SCREEN, AND BELT DRIVEN VFD MOTOR.
2. INTERLOCK WITH LIGHT OPERATION.
3. INTERLOCK OPERATION WITH THERMOSTAT.
4. PROVIDE WITH POWER DISCONNECT, MOTOR STARTER, CEILING SURFACE MOUNTING KIT, COORDINATE COLLOR WITH OWNER, AND 0-10 VDC SPEED CONTROLLER.
ELECTRIC WATER HEATER SCHEDULE
EQUIPMENT NO.
CAPACITY
RECOVERY @ 90 DEG. F. RISE
BTU/H
WATER CONN.
HEATING ELEMENT KW
V/PH/HZ
MANUFACTURER & MODEL
OPTIONS/ACCESSORIES
WH-1
7.1
6.8
R
3/4"
1.44
115/1/60
BOSCH - ES8
NOTE-1
NOTES:
1. PROVIDE POWER DISCONNECT, ASME PRESSURE/TEMPERATURE RELIEF VALVE PIPED FULL SIZE TO FLOOR DRAIN, KIT TO HANG FROM STRUCTURE ABOVE RESTROOM, CATCH PAN
UNDERNEATH WATER HEATER.
BOILER SCHEDULE
INPUT
OUTPUT
BOILER
FLUE/COMB. AIR
ELECTRICAL
EQUIPMENT NO.
SERVICE
CAPACITY
CAPACITY
VOLUME
SIZE (INCHES)
MANUFACTURER & MODEL
OPTIONS/ACCESSORIES
(BTUIHR.)
(BTU/HR.)
(GALLONS)
AMPS
V./PH./HZ.
BL-1
BUILDING HTG
399
376
5
4"
10
120/1/60
NOTE-1
NOTES:
1. PROVIDE WITH ASME RELIEF VALVE, CSD-1 CONTROLS, CONCENTRIC VENT KIT, LOW-WATER CUTOFF WITH MANUAL RESET & TEST, FLOW SWITCH, ADJUSTABLE HIGH LIMIIT WITH
MANUAL RESET, MODULATING TEMPERATURE CONTROL, CONDENSATE NEUTRALIZING KIT, HIGH ALTITUDE KIT SIZED PER LOCATION ELEVATION, AND BLOWER MOTOR.
AIR COOLED CONDENSING UNIT SCHEDULE
EQUIPMENT
NO.
SERVICE
NOMINAL
COOLING
CAPACITY
(TON)
REFRIG. PIPING
ELECTRIC
MANUFACTURER & MODEL
OPTIONS/ACESSORIES
LIQUID
VAPOR
V/PH/HZ
MOP (A)
MCA (A)
CU-1
GF-1
5 TON
3/8
7/8
230/l/60
50
28
TRANE - 4TTR3060D1
NOTE-1
NOTES:
1. PROVIDE WITH POWER DISCONNECT, 4" CONCRETE HOUSEKEEPING CURB, GAS FURNACE WITH MATCHING DX COOLING COIL, LINESET RECOMMENDED BY
MANUFACTURER, 76 REFRIGERANT LONGEST LENGTH, ANTI -SHORT CYCLE TIMER, EVAPORATOR DEFROST CONTROL, RUBBER ISOLATOR KIT, EXTREME
CONDITION MOUNTING KIT, START KIT, CRANKCASE HEATER KIT.
GRILLE -REGISTER -DIFFUSER SCHEDULE
EQUIPMENT NO,
SIZE
MODEL
MANUFACTURER
FINISH
OPTIONS/ACCESSORIES
A
10"X6"
5880
KRUEGER
WHITE
NOTE-1
B
20"X20"
AFS580
KRUEGER
WHITE
NOTE-2
C
8"X6"
5880
KRUEGER
WHITE
NOTE-1
NOTES: COORDINATE ALL MOUNTING TYPES WITH CEILING.
1. SUPPLY AIR DIFFUSER, PROVIDE WITH AIR EQUALIZER, MANUAL DAMPER.
2. RETURN AIR GRILLE.
C
DO NOT REPRODUCE THESE DRAWINGS AND
SPECIRGTIONS WITHOUT THE EXPRESSED WROTEN
PERMISSION OF THE DESIGNER.
SPECFICXMNS ARE ] S UMENTS
THE DRAWINGS AND
OF THE SERVILE AND
SHALL REMAIN THE PROPERTY OF THE DESIGNER
WHETHER THE PROTECT FOR WHICH THEY ARE MODE
IS EXECUTED OR NOT. THESE DRAWINGS AND
SPECIPCARONS SHAH NOT BE USED BY ANYONE ON
ANY OTHER P ECTS MR AODMONS TO THIS PROJECT
BY OTHERS EXCEPT BY THE EXPRESSED WRITTEN
PERMISSION
OF THE OESICNM
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FisSUED FOR:
2/8/19
FINAL REVIEW
DATE:
2/04/19
JOB NO:
18-101
DRAWN BY:
BCE
CHECKED BY:
BCE
SCALE:
S SHOWN
MP1-3
P7,Y Lfiyp_y Z, 101 9:2/:51 am
GENERAL TUBING NOTES:
SNOWMELT
TUBING IS 5/8" HEATPEX
SPACING IS 10" OC
TEMPERATURE DROP=30'F
SUPPLY=1407
DENSITY=125 BTUH/FT2
SURFACE TEMPERATURE=37'F
SOLUTION IS 50% PG.
PROVIDE A MINIMUM R-10 INSULATION UNDER SNOWMELT SLAB.
MANIFOLD
SNOWMELT LOOP, TYPICAL
MANIFOLD
SNOWMELT LOOP, TYPICAL
PUMP SCHEDULE
EQUIPMENT NO.
SERVICE
LOCATION
GPM
HEAD (FT.)
MOTOR
MANUFACTURER $ MODEL
OPTIONS/ACCESSORIES
WATTS
RPM
V./PH./HZ.
HP
I AMPS
CP-1
BOILER CIRCULATION
BASEMENT
27
20
500
240/1/60
1
8
PER MANUFACTURER
NOTE-1
CP-2
HYDRONIC LOOP CIRCULATION
BASEMENT
27
20
500
VES I
240/1/60
1
8
TACO - VR15-3
NOTE-2
CP-3
SNOWMELT CIRCULATION
BASEMENT
16
25
500
VAR1
240/1/60
1
8
TACO - VR15-3
NOTE-2
NOTES:
1. CIRCULATION PROVIDED BY MANUFACTURER. CONTRACTOR TO VERIFY/PROVIDE PUMP WITH POWERED CONVINIENCE OUTLET, POWER DISCONNECT, ADDITIONAL ACCESSORIES FROM MANUFACTURER.
2. PROVIDE WITH POWER DISCONNECT, FLANGED CONNECTIONS, CAST IRON CASING, STAINLESS STEEL IMPELLER, STAINLESS STEEL SHAFT.
SNOWMELT
SENSOR
.T MANIFOLD
SNOWMELT LOOP, TYPICAL
SEQUENCE OF OPERATION: \I-
ON A CALL FOR HEATING FROM ANY ZONE THERMOSTAT, THE SYSTEM PUMP CP-2 SHALL START AND THE BOILER
CONTROL SYSTEM SHALL BE ENABLED TO FIRE AND SEQUENCE THE BOILERS. CP-3 SHALL RECEIVE A DEMAND
SIGNAL WHICH WILL ALLOW IT TO START OPERATION AND MAINTAIN SNOWMELT TEMPERATURE.
THE BOILER CONTROL SYSTEM SHALL CONTROL THE FIRING AND SEQUENCING OF THE BOILERS. THE CONTROLS
SHALL MONITOR OUTSIDE AIR, HOT WATER SUPPLY AND HOT WATER RETURN TEMPERATURES. THE BOILER
CONTROLS SHALL START/STOP THE INDIVIDUAL BOILER CIRCULATION PUMPS CP-1.
SNOWMELT SENSORS SHALL ACTIVATE CONTROL ZONE VALVES AT EACH ZONE MANIFOLD TO MAINTAIN SPACE
TEMPERATURE.
2 AIR VENT
90' CP
2
2°
AIR SEPARATOR
HX
3P
2"-7 I11 1 _tiE
-4,500 SQF OF SNOWMELT
1/2° b TACO HEAT EXCHANGER 642 MBH.
MODEL TBBOX90 OR EQUAL 2-1/2"
AIR VENT T SIDE FLOW= 48.9 GPM, 30% GLYCOL
COLD SIDE FLOW= 5233 GPM, 50% GLYCOL
EXPANSION TANK
TO DRAIN
,2"
S,Yuu ......,.� DUILUIIV 1 IC� 1 IINU OUILLK 1 II IP YV Ut I AIL
SNOWMELT ELT CAN BE Y
ADDED
SCALE: NTS NOTE: FINAL FILL OF SYSTEM SHALL BE 30%
PROPYLENE GLYCOL ON BOILER SIDE, 50% ON
(SNOWMELT SIDE OF SYSTEM.
WIRE TIE CONNECTED
TO WIRE MESH OR
REBAR
5/8"0 WIRSBO
TUBING 10" O.C.
RADIANT SN
ECOFOIL-UNDER
CONCRETE BUBBLE
INSULATION
CONCRETE
SLAB
#4 REBAR AT 12" C/C
2-DIRECTIONS
ECOFOIL-UNDER
CONCRETE BUBBLE
INSULATION
METAL DECK
8" FOAM RIGID
INSULATION
MELT AT METAL DECK
SCALE: NTS
DO NOT REPRODUCE THESE DRAWINGS AND
SPECIFICATIONS WTTHOIR THE EXPRESSED WRITTEN
PERMISSION OF TIE DESIGNER. THE DRAWINGS MD
SPECIFlGTOHS ARE INSTRUMENS OF TIE SERVICE OHO
SHALL REMAIN THE PROPER OF THE DESIGNER
WHETHER THE PROJECT FOR WHICH THEY ARE MADE
IS EXECUTED OR NOT. THESE DRAWINGS AND
SPECIFICATONS SHNJ. HOT BE USED BY ANYONE ON
ANY OTHER PRPIEDS FOR A➢OITIONS TO THIS PROJECT
BY OTHERS EXCEPT BY THE EXPRESSED WRRTEN
PERMISSION OF THE DESIGNER.
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rDATE
FISSIJEDFOR:
2 8/19
FINAL REVIEW
DATE: 2/04/19
JOB NO: 18-101
DRAWN BY: BCE
CHECKED BY: BCE
SC SHOWN
ET NUMBER:
MP1-5
February 22, 2019 — 9:27:52am