THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING
ALL MATERIAL AND LABOR REQUIRED TO PERFORMTHE WORK SHOWN AND DESCRIBED ON CONTRACT
DRAWINGS AND WITHIN THE PROJECT MANUAL
SPECIFICATIONS
WEEKS ENGINEERING MORAVIA, NEW YORK 13118
ITHACA COLLEGE, ITHACA, NEW YORKNOVEMBER, 2015
GANNETT CENTERHEATING PLANT ADDITION
PROJECT NO.: 15105
DRAWING LISTM100: HVAC INFORMATIONM101: DEMOLITION PLANM102: HEATING PLANT CONSTRUCTIONM103: CONSTRUCTION PLANM104: PLUMBING PLANSM105: UTILITY SITE PLANM106: HVAC DETAILS AND CONTROLSM107: HVAC INFORMATIONE100: ELECTRICAL NOTES, SYMBOLS & ABBREVIATIONSE101: ELECTRICAL DEMOLITION & CONSTRUCTION PLANSE102: ELECTRICAL CONSTRUCTION BOILER ROOMFP101: FIRE PROTECTION PLAN
ITHACA COLLEGE CAMPUS SITE MAP
LOCATIONOF WORK
A101: FLOOR PLAN - GROUND FLOORA102: FLOOR PLAN - EXISTING GRADE, PARTIAL REFLECTED CEILING PLANA103: ROOF PLANA201: ELEVATIONS - EXTERIORA202: BUILDING SECTIONSA301: SECTIONS - WALLA501: DETAILS - EXTERIORA502: DETAILS - EXTERIOR (CONTINUED)A551: DETAILS - INTERIORA601: DOOR SCHEDULE, DETAILS, ROOM FINISH SCHEDULE
S001: GENERAL NOTESS101: FRAMING PLANSS301: FOUNDATION SECTIONS & DETAILSS311: FRAMING SECTIONS & DETAILSA001: ARCHITECTURAL INFORMATIONA002: REGULATORY PLANA003: REGULATORY PLAN (CONTINUED), DIMENSIONAL REVIEW AND CONTROLAD101: FLOOR PLAN, BUILDING SECTION - REMOVALS
1. STRUCTURE WAS DESIGNED IN ACCORDANCE WITH THE 2010 BUILDING CODE OF NEW YORK STATE.
2. SYSTEM DIMENSIONS ARE BASED ON PRELIMINARY FIELD MEASUREMENTS AND AN ASSUMPTION THAT EXISTING LAYOUT IS ORTHOGONAL, STRAIGHT, PLUMB AND TRUE. AT START OF WORK CONTRACTOR TO VERIFY ALL DIMENSIONS. NOTIFY ARCHITECT OF ANY DIFFERENCES PRIOR TO START OF WORK.
3. DESIGN LOADS:
A. FLOOR LIVE LOADS:
1. HEATING PLANT...................................................................................175 PSF
B. ROOF LIVE LOADS:
1. GROUND SNOW LOAD.................................................................PG = 40 PSF
2. FLAT-ROOF SNOW LOAD.............................................................PF = 28 PSF
3. SNOW EXPOSURE FACTOR..............................................................Ce = 1.0
4. SNOW LOAD IMPORTANCE FACTOR................................................I s = 1.0
5. THERMAL FACTOR..............................................................................CT = 1.0
6. SNOW DRIFT LOADING DETERMINED IN ACCORDANCE WITH ASCE 7-05
C. SEISMIC DESIGN DATA:
1. OCCUPANCY CATEGORY...............................................................................II
2. SEISMIC IMPORTANCE FACTOR.............................................................I = 1.0
3. MAPPED SPECTRAL RESPONSE ACCELERATION.......................Ss = 0.159g
4. MAPPED SPECTRAL RESPONSE ACCELERATION.......................S1 = 0.056g
5. SPECTRAL RESPONSE COEFFICIENT.......................................S DS = 0.170g
6. SPECTRAL RESPONSE COEFFICIENT........................................S D1 = 0.089g
7. SITE CLASS........................................................................................................D
8. SEISMIC DESIGN CATEGORY...........................................................................B
9. BASIC SEISMIC FORCE RESISTING SYSTEM .............................STEEL SYSTEM NOT SPECIFICALLY DETAILED FOR
SEISMIC RESISTANCE
10. ANALYSIS PROCEDURE ................................................EQUIVALENT LATERAL FORCE PROCEDURE
11. SEISMIC BASE SHEAR........................................................................10.0 kips
12. SEISMIC RESPONSE COEFFICIENT................................................Cs = 0.05
13. RESPONSE MODIFICATION FACTOR................................................R = 3.00
D. WIND LOAD:
1. BASIC WIND SPEED (3 SEC GUST).......................................................90 MPH
2. WIND IMPORTANCE FACTOR................................................................I w = 1.0
3. WIND EXPOSURE CATEGORY..........................................................................B
4. COMPONENT AND CLADDING NOT SPECIFICALLY DESIGNED HEREIN SHALL BE DESIGNED FOR THE FOLLOWING PRESSURES; BASED ON TRIBUTARY AREA.
GENERAL DESIGN
NOTES:
* - ZONE DEFINED IN BUILDING CODE USING A = 3 ft.** - PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE SURFACES, RESPECTIVELY
2
3
1
2
ROOF PLAN
545
WALL ELEVATION
* *
*
323
**
*
2
3
1. STRUCTURAL STEEL WORK INCLUDES ALL STRUCTURAL STEEL TO BE FURNISHED AND ERECTED INCLUDING BEAMS, ANGLES, AND BEARING PLATES AS INDICATED ON THE DRAWINGS.
2. COMPLY WITH THE FOLLOWING CODES AND STANDARDS:a. AISC STEEL CONSTRUCTION MANUAL, ASD, 13TH EDITION.b. AMERICAN WELDING SOCIETY (AWS) Dl.1 "STRUCTURAL WELDING CODE STEEL".
3. SHOP DRAWINGS: SUBMIT SHOP DRAWINGS INCLUDING COMPLETE DETAILS AND SCHEDULES FOR FABRICATION AND ASSEMBLY OF STRUCTURAL STEEL MEMBERS, PROCEDURES AND DIAGRAMS.
4. MATERIALS
a. W SHAPES............................................ASTM A992, LATEST EDITION, GRADE 50b. HOLLOW STRUCTURAL SECTIONS...................................ASTM A500, GRADE Bc. ANGLES, PLATES & CHANNELS...............................................................ASTM A36d. ANCHOR RODS..................................................................ASTM F1554, GRADE 55e. CONNECTION BOLTS
BOLTS.........................................................................ASTM A325 N (U.N.O.)MOMENT CONNECTION BOLTS...........................................SLIP CRITICAL
f. THREADED RODS.......................................................................................ASTM A36g. POST INSTALLED ANCHORS.................................................................AS SHOWNh. WELDING ELECTRODES...................................................................E70XX SERIES i. NON-SHRINK GROUT.............................................ASTM C1107, LATEST EDITION
STRUCTURAL STEEL
1. FURNISH AND INSTALL STEEL DECK IN ACCORDANCE WITH STEEL DECK INSTITUTE SPECIFICATIONS AND THE CONTRACT DOCUMENTS.
2. ROOF DECK:a. 1 1/2" x 20 ga. GALVANIZED STEEL, VULCRAFT 1.5B
REQUIRED MINIMUM PROPERTIES:1. lp = 0.201 in42. Sp = 0.234 in33. In = 0.222 in44. Sn = 0.247 in35. DECK SHALL EXTEND OVER 3 SPANS MINIMUM.
3. WELDING TO BE DONE IN ACCORDANCE WITH AWS D1.3 STRUCTURAL WELDING CODE - SHEET STEEL, UNLESS NOTED OTHERWISE.
4. NO LOADS SHALL BE HUNG FROM ROOF DECK.
5. PROVIDE ADDITIONAL SUPPORT FRAMING FOR ALL DECK OPENINGS THAT EXCEED 10 INCHES IN ANY DIRECTION. STRUCTURAL SUPPORT SHALL BE PROVIDED ON ALL SIDES OF OPENING.
STEEL DECK
1. MINIMUM CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS (NORMAL WEIGHT):
a. FOUNDATIONS.....................................................................F'c = 4,000 PSI WITH AIRb. SLAB ON GRADE...................................................................................F'c = 3,000 PSI
2. UNLESS OTHERWISE NOTED, REINFORCING SHALL HAVE THE FOLLOWING CONCRETE COVER:
a. CONCRETE CAST AGAINST AND EXPOSED TO EARTH......................................3”b. CONCRETE EXPOSED TO EARTH OR WEATHER.................................................2”c. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:
1. ELEVATED SLAB AND WALLS...............................................................3/4”2. PIERS.....................................................................................................1 1/2”
3. REINFORCING BARS.....................ASTM A615, LATEST EDITION, GRADE 60, DEFORMED.
4. SUPPORTS FOR REINFORCEMENT SHALL BE WIRE BAR TYPE SUPPORTS COMPLYING WITH CRSI SPECIFICATION.
5. UNLESS OTHERWISE SHOWN, REINFORCING SPLICES ARE TO BE CLASS ‘B’ SPLICES.
6. CONSTRUCTION JOINTS PERMITTED ONLY AS APPROVED BY THE STRUCTURAL ENGINEER.
CAST-IN-PLACE CONCRETE
1. AN INSPECTION, TESTING AND QUALITY CONTROL PROGRAM FOR THE CONSTRUCTION PHASE OF THE PROJECT SHALL BE IMPLEMENTED AS OUTLINED IN THE DOCUMENT ENTITLED SPECIAL INSPECTIONS AND STRUCTURAL TESTING. THE OWNER WILL ENGAGE AN APPROVED TESTING / INSPECTION AGENCY TO PROVIDE SPECIAL INSPECTION AND TESTING AS REQUIRED. IT IS THE CONTRACTOR'S RESPONSIBILTY TO COORDINATE SCHEDULE WITH THE TESTING / INSPECTION AGENCY. DEFINITIONS AND REQUIREMENTS SHALL BE IN ACCORDANCE WITH SECTION 1701 OF THE BUILDING CODE OF NEW YORK STATE. FAILURE TO COMPLY WILL RESULT IN REMOVAL AND RECONSTRUCTION OF ANY STRUCTURAL ELEMENTS NOT VERIFIED, TESTED OR INSPECTED.
SPECIAL INSPECTIONS ANDSTRUCTURAL TESTING
A. GENERAL:
1. PROTECT AND MAINTAIN EROSION AND SEDIMENTATION CONTROLS DURING EARTHWORK OPERATIONS.
2. PREVENT SURFACE WATER FROM ENTERING EXCAVATIONS. DO NOT USE EXCAVATIONS AS TEMPORARY DRAINAGE DITCHES.
3. PROTECT SUBGRADES FROM DETERIORATION FROM PRECIPITATION. DO NOT ALLOW WATER TO ACCUMULATE IN EXCAVATIONS.
B. SUBBASE:
1. CUT TO DESIGN SUBGRADE.
2. IN THE PRESENCE OF THE ENGINEER'S REPRESENTATIVE, IMPROVE EXPOSED SUBGRADE BY VIBRATORY COMPACTION WITH PLATE TAMPER WEIGHING AT LEAST 400 lbs.
3. UNDERCUT UNSTABLE AREAS IDENTIFIED BY VIBRATORY COMPACTION TO STABLE SUBGRADE AS DIRECTED BY THE ENGINEER'S REPRESENTATIVE.
4. BACKFILL UNDERCUTS WITH WELL-COMPACTED FLOOR SUBBASE MATERIAL.
5. AFTER SUBGRADE APPROVAL BY ENGINEER'S REPRESENTATIVE, PLACE FLOOR SUBBASE OF AT LEAST 4 INCHES OF SUBBASE MATERIAL.
6. SUBBASE MATERIAL TO CONSIST OF CRUSHED GRAVEL CONFORMING TO GRADATION AND DURABILITY REQUIREMENTS FOR NYS DOT ITEM 711-04 SUBBASE COURSE TYPE 2. COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM MODIFIED PROCTOR DENSITY AS DETERMINED BY ASTM D 1557 PROCEDURES.
EARTHWORK
1. COLD-FORMED STRUCTURAL FRAMING SHALL BE DESIGNED IN ACCORDANCE WITH THE STANDARD AMERICAN IRON AND STEEL INSTITUTE (AISI).
2. MANUFACTURER MARINO WARE OR APPROVED EQUAL.
3. MATERIALS AND FINISH:a. FOR 16 GAUGE AND HEAVIER UNITS, FABRICATE METAL FRAMING COMPONENTS OF STRUCTURAL QUALITY STEEL SHEET WITH A MINIMUM YIELD POINT OF 50 KSI ASTM A446, A570 OR A611.b. FOR 18 GAUGE AND LIGHTER UNITS, FABRICATE METAL FRAMING COMPONENTS OF STRUCTURAL QUALITY STEEL MINIMUM YIELD POINT OF 33 KSI ASTM A446, A570, OR A611.c. PROVIDE GALVANIZED FINISH TO ALL METAL FRAMING COMPONENTS COMPLYING WITH ASTM A525 FOR MINIMUM G 60 COATING. USE GALVANIZING REPAIR TOUCH-UP PAINT IN FIELD. INSTALL UN-CUT ENDS OF STUDS IN BOTTOM TRACK.d. MINIMUM FLANGE DEPTH OF 1-5/8" IN C-SHAPED TRACK AND RUNNER TO MATCH GAUGE OF STUD.
4. BRIDGING FOR ALL WALLS SUPPORTING AXIAL LOADS TO BE 1-1/2" COLD ROLLED CHANNEL WITH BRIDGING CLIPS. FABRICATION LAYOUT MAY LIMIT THE CAPABILITY OF BRIDGING TO PROVIDE ADEQUATE BRACING OF THE WEAK AXIS OF STUDS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN STUD STABILITY DURING CONSTRUCTION.
5. WELDING TO BE PERFORMED BY AWS CERTIFIED WELDER. USE 0.035 FLUX-CORE WIRE USING A MIG WELDER OR APPROVED SUBSTITUTE.
6. SQUARELY SEAT STUDS WITHIN 1/16" AGAINST WEB PORTION OF TOP AND BOTTOM TRACKS.
COLD-FORMED METAL FRAMING
WE
EK
SE
NG
INE
ER
ING
23 CENTRAL ST.
MORAVIA, NEW YORK 13118
PHONE: 315-4
97-9897
FAX: 315-497-9
918
www.weekseng
ineering
.com
seal of a Professiona
l Architect, En
gineer
specifications, plats or reports to which
the
Surveyor to alter In any way; any plans,
acting und
er the
direction of a Licensed
Educa
tion Law for any person unless
Subdivision
2, of the
New
Yo
rk State
DATE:
CAD FILE NO.:
or Surveyor has
been ap
plied.
Professional Architect, Engineer , or
It is a
violation
of Section
7209,
REVISIONS AND DESCRIPTIONS
NO.
DATE:
WEEKS ENGINEERING
2015
PROJECT NO.
SHEET NO.
WARNING:
Copyright
c
ITH
AC
A C
OLLE
GE
GA
NN
ET
T C
EN
TE
RH
EA
TIN
G P
LA
NT
AD
DIT
ION
ARCHITECTUREENGINEERINGSITE & PLANNING
450 SO. SALINA ST. PO BOX 29SYRACUSE, NEW YORK 13201-0029TEL 315.472.7806 FAX 315.472.7800
Q P K
D E S I G N
GE
NE
RA
L N
OT
ES
S001
NOV. 2015
215084.00
NO SCALESCALE:B5
GENERAL DESIGN NOTES
BUILDING COMPONENT & CLADDING PRESSURE (psf)
EffectiveWindArea
WALL ROOF
Zone 5 Zone 4 Zone 3 Zone 2 Zone 1
- + - + - + - + - +
10 SF 21.60 16.20 17.55 16.20 44.70 7.20 29.70 7.20 17.70 7.20
20 SF 20.16 15.48 16.83 15.48 37.02 6.75 26.54 6.75 17.25 6.75
50 SF 18.27 14.53 15.88 14.53 26.88 6.15 22.36 6.15 16.65 6.15
100 SF 16.83 13.82 15.17 13.82 19.20 5.70 19.20 5.70 16.20 5.70
200 SF 13.50 12.15 13.50 12.15 19.20 5.70 19.20 5.70 16.20 5.70
NO SCALESCALE:D4
STRUCTURAL STEEL NOTES
NO SCALESCALE:C4
STEEL DECK NOTES
NO SCALESCALE:B4
CAST-IN-PLACE CONCRETE NOTES
NO SCALESCALE:A5
STRUCTURAL TESTING NOTESSPECIAL INSPECTIONS AND
NO SCALESCALE:A4
EARTHWORK NOTES
NO SCALESCALE:D3
COLD-FORMED METAL FRAMING
G9 G10 G11 A WV
.2
.8
W1
W2GA
13' - 6" +/- 13' - 6" +/- 23' - 8 1/2" 5' - 6" +/-
8' -
1"
+/-
6' -
4"
15' -
2"
HSS4x4x1/4
HSS8x4x3/8
HSS8x4x3/8
G10.9
11"C5S301
B5S301
EXIST.CONSTRUCTION(TYP.)
INFILL PER A5/S301
CFMF
S101A3
B4S301
EXIST.SIDEWALK
OPEN
OPEN
B
HSS6X3X3/16
HSS
6X3X
3/16
HSS6X3X3/16
3' - 0"
6' -
0"
B3S311
B2S311
(x2)
CL
CL
CL
5' -
4"
C2S311
BELOW
G9 G10 G11 A WV
.2
.8
W1
W14x30
W14x48
W14x48
W14x30
W14x30
W14
x48
C15
X33
.9
RD B
13' - 6" +/- 13' - 6" +/- 23' - 8 1/2" 5' - 6" +/-
6' -
4"
(3)
EQ
. S
P.
15' -
2"
5' -
4"
2" E.J.
EXIST. E.J.
FACE OF EXIST. WALL
C5S311
D1S311
D3S311
G10.9
C12X30 2"
E.J
.
W14x30
W14x30
W14x48
C12x20.7
W14x48
C8x11.5 FRAMEAROUND STACKCOORD. w/ MANUF.
C12
x20.
7
11"
D2S311
S311D4(x3 ABOVE)
SEE ARCH'TFOR LOCATIONS
D1S311
SIM.
W14x30
SEE NOTE #5
10' - 0" OUT-TO-OUT
L-FRAME PER D5/S301
L-FRAMEPER D5/S301
1. TOP OF STEEL ELEVATION (B/ DECK) = +9'-0" REFERENCED FROM EXIST. FINISHED GRADE EL. 0'-0". UNLESS NOTED (+/-) THEREFROM.
2. ROOF CONSTRUCTION:- DENOTES 1 1/2" 20 ga. GALV. WIDE RIB METAL ROOF DECK. FASTEN TOSUPPORTS w/ 5/8" DIA. PUDDLE WELDS @ 12"o.c. (MAX), MIN 2 WELDS PER PANEL@ EA SUPPORT. FASTEN SIDELAPS @ MID-SPAN w/ #10 TEK SCREWS.
3. 'R.D.' - DENOTES ROOF DRAIN. SEE DETAIL D5/S301.
4. VERIFY SIZE, LOCATION AND QUANTITY OF ALL ROOF OPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS.
5. PROVIDE (2) 2" x 16 ga. STRAPS B/S w/ (3) 6" x 16 ga. STUD PACK (EA. END) w/ (2) SIMPSON HTT14 HOLD DOWNS. USE 1/2" DIA. ANCHOR RODS w/ HIT-HY 200 & 6" EMBED. PRETENSION STRAPS TO BE STRAIGHT AFTER INSTALLATION.
ROOF FRAMING NOTES:
B
1. EXISTING FINISHED GRADE ELEVATION (0'-0") AS DEFINED BY ARCH'T.
2. REFER TO SHEET S311 FOR TYPICAL FRAMING DETAILS.
INTERMEDIATE FRAMING PLAN NOTES:
G9 G10 G11 A WV
.2
.8
W1
W2GA
G10.9
13' - 6" +/- 13' - 6" +/- 23' - 8 1/2" 5' - 6" +/-
8' -
1"
+/-
6' -
4"
15' -
2"
11"
C.J.
C.J
.
C.J.
C.J.
C.J
.
C.J
.
C.J
.
6" S.O.G.
N
SITESLAB
S101A1
A3S301
TYP.
TRENCH DRAIN.SEE NOTE 4.
B5S301
B4S301
1. TOP OF CONCRETE SLAB ON GRADE ELEVATION = -8'-0" REFERENCED FROM EXISTING FINISHED GRADE ELEVATION (0'-0") UNLESS NOTED (+/-) THEREFROM.
2. FLOOR CONSTRUCTION:6" S.O.G. DENOTES - 6" THICK CONCRETE SLAB ON GRADE, REINFORCEDWITH W.W.F. SEE DETAIL D5/S301 FOR INFORMATION.
3. 'C.J.' - DENOTES SLAB CONTROL AND/OR CONSTRUCTION JOINT. SEE DETAIL D5/S301.
4. COORDINATE WITH ARCHITECTURAL/MECHANICAL DRAWINGS FOR LOCATIONS OF FLOOR DEPRESSIONS, FLOOR / TRENCH DRAINS, FLOOR SLOPES AND CONCRETE PADS.
FOUNDATION PLAN NOTES:
A WV
EXIST. WALL(TYP.)
NOTES:1. T/ WALL ELEVATION SHOWN (+/-) FROM EXIST. FIN. GRADE EL. 0'-0".
2. COORD. DOOR LOCATIONS w/ ARCH. DWGS.
T/ WALLEL. (-8")
T/ WALLEL. (+36") V.I.F.
NEW CONC.FDN WALL
T/ CURBEL. (+9")
T/ CURBEL. (+9")
T/ WALLEL. (-8")
T/ WALLEL. (0")
D3S301
B4S301
D4S301
A4S301
T/ WALLEL. (0")
COORD. w/ ARCH'T
DOOR R.O. 4' - 0"
D2S301
CENTERLINE OFEXIST. TUNNEL (V.I.F.)
1' -
2"
3' -
0"
3' -
0"
1' -
2"
C4S301
C4S301
CO
OR
D. w
/ AR
CH
'T
DO
OR
R.O
.
4"
G9
C2S301
C3S301
C3S301
HSS4x4X3/16
HSS4x4X3/16
WE
EK
SE
NG
INE
ER
ING
23 CENTRAL ST.
MORAVIA, NEW YORK 13118
PHONE: 315-4
97-9897
FAX: 315-497-9
918
www.weekseng
ineering
.com
seal of a Professiona
l Architect, En
gineer
specifications, plats or reports to which
the
Surveyor to alter In any way; any plans,
acting und
er the
direction of a Licensed
Educa
tion Law for any person unless
Subdivision
2, of the
New
Yo
rk State
DATE:
CAD FILE NO.:
or Surveyor has
been ap
plied.
Professional Architect, Engineer , or
It is a
violation
of Section
7209,
REVISIONS AND DESCRIPTIONS
NO.
DATE:
WEEKS ENGINEERING
2015
PROJECT NO.
SHEET NO.
WARNING:
Copyright
c
ITH
AC
A C
OLLE
GE
GA
NN
ET
T C
EN
TE
RH
EA
TIN
G P
LA
NT
AD
DIT
ION
ARCHITECTUREENGINEERINGSITE & PLANNING
450 SO. SALINA ST. PO BOX 29SYRACUSE, NEW YORK 13201-0029TEL 315.472.7806 FAX 315.472.7800
Q P K
D E S I G N
FR
AM
ING
PL
AN
S
S101
NOV. 2015
215084.00
SCALE: 1/8" = 1'-0"C4
INTERMEDIATE FRAMING PLAN (EL.0'-0")NO SCALESCALE:
C1ROOF FRAMING PLAN (EL. +9'-0")
SCALE: 1/8" = 1'-0"A4
FOUNDATION PLAN (EL.-8'-0")SCALE: 3/8" = 1'-0"
A3PLAN DETAIL
SCALE: 3/8" = 1'-0"A1
PLAN DETAIL
SLAB CONTROL JOINT (CJ) DETAIL
SLAB-ON-GRADE NOTES:
1. WWF - DENOTES 6x6-W2.9xW2.9 WELDED WIRE FABRIC (U.N.O.)
2. REFER A4/S001 FOR SUBBASE INFORMATION.
SAW CUT CJ1/8" W x 1 1/4" D
DISCONTINUE WWF@ JOINT
SU
BB
AS
E
WWFVAPOR BARRIER
TY
P.
1 1/
2"
OR
NO
TE
S
SE
E P
LAN
6" 10"
1' -
4"
1' -
4"
EXIST. WALL
(6) #4 xw/ HIT-RE 500-SD8" EMBED.
#4 HOLDING BAREA. FACE
1" x 6" KEYWAYx 20" LONG
(3) 3/4" THREADEDBARS w/ DOUBLE NUTTHRU WALL
20" WIDECONC. CORBEL
SECTION B-B
1 1/2" 3" 1 1/2"
(T
YP
.)1
1/2"
EQ
.E
Q.
EQ.1EQ.1
B-B
(3) PLATE1/2" x 4" x 0'-4"TACK TO ROD
HSS COL. w/ BASE PLATE 3/4" x 6" x 1'-2"(4) 1/2" DIA. ANCHORS, 8" EMBED.PROVIDE 1/4" LEVELING PLATE, SAME SIZE ASBASE PLATE & 3/4" NON-SHRINK AND NON-METALLIC GROUT.
(-8")
REMOVE EXIST. SIDEWALKAS REQ'D. PATCH / REPAIR.
22"
4"
EXCAVATE WEST ELEVATIONPRIOR TO EXCAVATION ONEAST ELEVATION.DO NOT BACKFILL UNTILS.O.G. ACHIEVES DESIGNSTRENGTH.
HSS COL.
EXIST. WALL
BASE PLATE 1/2" x 7" x 0'-10"(4) 1/2" DIA. ANCHORS w/ HIT-HY 2004" EMBED. PROVIDE 1/4" LEVELINGPLATE, SAME SIZE AS BASE PLATE & 3/4"NON-SHRINK AND NON-METALLIC GROUT.
SECTION A-A
2 1/2" 3" 1 1/2"
(T
YP
.)1
1/2"
EQ
.E
Q.
A-A
2 1/2"4 1/2"
CFMF NOT SHOWNFOR CLARITY
3"
FIELD VERIFY
EXIST. WALL
ROUGHEN SURFACE TO 1/4"AMPLITUDE & APPLY BONDINGAGENT.
EXIST. FIN.GRADE
(2) #4 x 12" LG w/ 90 DEG.HOOKS @ 24" o.c. w/HIT-RE500, EMBED. 6"
(2) #4 CONT.
(+9")SITE SLABSEE ARCH'T
CFMF
FINISH PERARCH'T
2' - 0"
FR
OS
T P
RO
TE
CT
ION
4' -
0"
MIN
. F
OR
1' -
0"
(+9")
16" CONC. WALL
#4 U-BARS @ 12" o.c.
#4 @ 12" o.c.E.W., E.F
DOWELS TOMATCH VERTS.
#4 @ 12" o.c.
(3) #4 CONT.DRILL 8" & EPOXYEA. END.
4" 4"
SIDEWALK
CONC. CURBPER D2/S301
(-8")
EXIST. WALLROUGHEN SURFACE TO 1/4"AMPLITUDE & APPLY BONDINGAGENT.
SITE SLABSEE ARCH'T
#4 x 12" LG w/ 90 DEG.HOOKS w/ HIT-HY200,EMBED. 6". (3) MIN.
#4 CONT.
LOCATE BELOWDOOR THRESHOLDPER ARCH'T
STAIR BY OTHERS
MIN
.2"
EXPANSION BOLT TO CONC.
(-8")
NEW CONC.WALL PERA4/S301
SITE SLABSEE ARCH'T
8"
LOCATE BELOWDOOR THRESHOLDPER ARCH'T
SIDEWALK
#4 CONT.
#4 x 2'-0" @ 12" o.c.(3 MIN.) EPOXY COATED.BEND IN FIELD AS SHOWN.
2'-0"
FIN. GRADE
6"x1 5/8"x16 ga.CFMF @ 16" o.c.
FINISH PERARCH'T
EXIST. WALLEXCAVATE SOUTH ELEVATIONPRIOR TO EXCAVATION ONNORTH ELEVATION.DO NOT BACKFILL UNTILS.O.G. ACHIEVES DESIGNSTRENGTH.
3' -
0"
SITE SLABSEE ARCH'T
FINISH PERARCH'T
2' - 0"
1' -
0"
(-7'-8")
12" CONC. WALL
#4 U-BARS @ 12" o.c.
#4 @ 12" o.c.E.W., E.F
DOWELS TOMATCH VERTS.
#4 @ 12" o.c.
(3) #4 CONT.DRILL 8" & EPOXYEA. END.
(-8'-0")
SEE B3/S301 FORPROFILE @ T/ WALL
HSS COL.
BASE PLATE 1/2" x 5" x 0'-10"(2) 1/2" DIA. ANCHORS, 8" EMBED.PROVIDE 1/4" LEVELING PLATE,SAME SIZE AS BASE PLATE & 3/4"NON-SHRINK AND NON-METALLIC GROUT.
SECTION C-C
2 1/2" 2 1/2"
(T
YP
.)1
1/2"
EQ
.E
Q.
CFMF NOT SHOWNFOR CLARITY
C-C
MATCH EXIST.
ADJACENT FTG
SITE SLABSEE ARCH'T
6" CFMF
FINISH PERARCH'T
(-7'-8")
(-8'-0")
REFER TO C4/S301 FORINFO. NOT SHOWN.
EXIST. WALL& FTG
5" 6" 1"
MATCH EXIST.
6"
6"
6" MIN.
#4 @ 12" o.c.E.W., O.F.
DOWELS TOMARCH VERTS
(2) #4 CONT.
#4 DOWELSw/ HIT-HY200EMBED. 6"
SITE SLABSEE ARCH'T
(-8'-0") 8"
S.O.G.SEE PLAN
LOCATE BELOWDOOR THRESHOLDPER ARCH'T
#4 CONT.
#4 x 2'-0" @ 12" o.c.(3 MIN.) EPOXY COATED.BEND IN FIELD AS SHOWN.
2'-0"
(-7'-8")
(-8'-0")
6" 1"
3/4" CHAMFER
1/2"
1/2"
3" 9"
FACE OFEXIST. WALL
SITE SLAB
FINISH PERARCH'T
CFMFCONTINUE PROFILEAT RETURNSEA. END (TYP.)
EXIST. WALL
SITE SLABSEE ARCH'T
SEE D3/S301 FORINFO. NOT SHOWN
CFMF
(+9")
(0")
(-8")
6" W CONC. CURB
#4 DOWEL w/ 90 DEG.HOOKS w/ HIT-RE500,EMBED. 6". (3) MIN.
#4 CONT. T & B
FINISH PERARCH'T
EXIST. WALL S.O.G.SEE PLAN
3"
CV
R
(TYP.)2" CVR
6"
COORD. w/ MANUF.TRENCH DRAIN INSERT
6"
VA
RIE
S
1' -
4"
CAST SLABAGAINSTCONC.
(4) #4 CONT.
#4 U-BARS @ 12" o.c.
NOTE: COORD. TRENCH DRAIN LOCATIONS w/ ARCH'L & MECH'L DWGS.
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S
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NOV. 2015
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NO SCALESCALE:D5
S.O.G. DETAIL
SCALE: 3/4" = 1'-0"B5
SECTION
SCALE: 3/4" = 1'-0"C5
SECTION
SCALE: 3/4" = 1'-0"A5
CONC. INFILL DETAILSCALE: 1/2" = 1'-0"
A4FOUNDATION SECTION
SCALE: 1/2" = 1'-0"D3
SECTION @ DOORSCALE: 1/2" = 1'-0"
D4SECTION @ DOOR
SCALE: 1/2" = 1'-0"B4
FOUNDATION SECTION
SCALE: 1/2" = 1'-0"C4
FOUNDATION SECTIONSCALE: 1/2" = 1'-0"
C3FOUNDATION SECTION
SCALE: 1/2" = 1'-0"C2
FOUNDATION SECTION
SCALE: 1 1/2" = 1'-0"B3
T/ WALL PROFILE DETAIL
SCALE: 1/2" = 1'-0"D2
SECTION @ DOOR
SCALE: 3/4" = 1'-0"A3
TYP. TRENCH DRAIN DETAIL
ELEVATION
PLAN
D:STUDSILL
TRACK
B.S.
'C' STUD
1
1
3-12
3SIDES
TRACK
'C' STUD
'C' STUD
HEAD TO JAMB CONNECTION DETAIL
D:TYSTUDHD
3-12
TRACK
3SIDES1
16 ga. 'C' STUD
CLIP L 2x2x14 ga.
16 ga. 'C' STUD
CLIP L 2x2x14 ga.
'C' STUD
TYP. @ HORIZ.TRACK & VERT.STUD
DOUBLE ' C' STUD
TYP. @ HORIZ.TRACK & VERT.STUD
TRACK
4'-0
" M
AX
.4'
-0"
MA
X.
CONT. TRACK SECTION
CHANNEL BRIDGING
CONT. TRACK SECTION
VERTICAL STUD
TYPTYP
TYP
TYP
CLIP L 2x2x16ga. (TYP.)
CFMF
BEAMSEE PLAN
CONT. L4x4x1/4
6"
3/16 2-12
SEE ARCH'T
B-DECK
MAX.1"
QUICK-CLIP VERT. SLIDE CLIP BYDIETRICH IND. OR APPROVED EQUAL@ 16" o.c.
1"
1" GAP
BEAMSEE PLAN
EXIST.CONC.WALL
B-DECK
CONT. CHANNELSEE PLAN
3"3"
(2) 3/4" DIA. ANCHORSw/ HIT-HY200 @ EA. BEAMPER C3/S301. EMBED. 4".PROVIDE (2) ANCHORSWITHIN 6" OF EA. ENDOF CHANNEL.
C3S311
BEAMSEE PLAN(TYP.)
3/16 2-16
CONT. BENT PLATE3/16" x
DESIGN MOMENTCONNECTION FORM=50 K FTV=10 K
FACE/EXIST. WALL
ROOF DECK NOTSHOWN FOR CLARITY
HSS COL.
CLR
1' - 0"
DOUBLE ANGLEw/ (2) ERECTION BOLTS
RETURN WELD 1"
2" E.J.
1'-0"2"
9"
1' -
4"
1' - 2"EXIST. E.J.
GANNETT WHALEN
FLUE (BY OTHERS).DESIGN FLUEDIAMETER = 20"
PLATE SUPPORT
MATCH ANCHOR
FULL ANGLE RING(BY OTHERS)
HSS3x2x1/4 GALV.
HSS3x2x1/4 GALV.
2" 2"
HSS4x4x1/4 GALV.
PROVIDE ENDPLATES &WEEPS(TYP.)
C4S311
PROVIDE ENDPLATES &WEEPS(TYP.)
C6x8.2 x 0'-10" LG GALV.
NOTE: HOT DIP GALVANIZEENTIRE BRACKET ASSEMBLY.
(BEHIND)
FLUE
FACE/ EXIST.WALL (BEYOND)
HSS3x2 (x2)
HSS4x4
6" 1' - 0"1 1/2" (TYP.)
(TY
P.)
1 1/
2"9"
SEE ARCH'T
PLATE 1/2" x 12" x 1'-3"GALV. w/ (4) 3/4" DIA. ANCHORSw/ HIT HY-200 EMBED. 4"
EXIST. E.J.
TYP.
PROVIDE ENDPLATES (TYP.)
C6
NOTES:1. SEE FRAMING PLAN FOR BEAM SIZES.2. ROOF DECK NOT SHOWN FOR CLARITY.
PROVIDE @ ROOF HATCH, SMOKE VENTS,ROOF DRAINS & MECH. OPENINGS.
L3 1/2x3 1/2x5/16 (x4 SIDES)
FOR SIZE & LOCATION.
ROOF OPENINGSEE ARCH. / MECH. DWGS
CLIP L6x4x3/8x0'-6" LG. LLH (TYP.)
SEE FRAMING PLAN FOR BEAM SPACING
TYP.
TYP.
EXIST. CONC.WALL (FAR)
2" MIN.2" MIN.
EXIST. GROOVE IN WALL FINISH.FIELD LOCATE PRIOR TOSUBMITTING SHOP DRAWINGS.
MAX.
1'-6"
MAX.
1'-6"
ROOF DECKNOT SHOWNFOR CLARITY
VSC
CFMF
CHANNELSEE PLAN
CONT. L7x4x3/8 LLH
1" GAP 1/4 2-12
SEE ARCH'T
6"
B-DECK
BEAMSEE PLAN
TRACK. CONT. FORLENGTH OF PANEL(TYP.)
'C' STUD (FULL BEARINGIN TRACK) TYP. ALL STUDS.
0.145" dia. POWDER-ACTUATED FASTENER(RAMSET OR EQUAL) 1 1/4" MIN. PENETRATION,2" MIN. CONC. EDGE DISTANCE, SPACED @ 16"o.c. MAX. (2/PANEL MIN.) - STAGGER SIDE TOSIDE - LOCATE FIRST FASTENERS WITHIN 6" OFEACH END OF EACH PANEL.
@ NON-SHEAR WALL LOCATIONS
1' - 2"
B-DECK
CONT.BENT PLATE1/4" x 2" x 1'-2"
3"
(TYP.)
L3x3x5/8"x0'-6" w/(2) 3/4" DIA. ADHESIVEANCHORS EMBED. 6"(TYP. B/S)
-0'-3"
CONT. L3x3x1/4"w/ 1/2" DIA. ADHESIVEANCHORS @ 2'-0" o.c.EMBED. 4"
NOTE:ALL CANOPY STEEL TOBE HOT-DIP GALVANIZED& SHOP PRIMED.
1' - 2"
B-DECK
CONT.BENT PLATE1/4" x 2" x 1'-2"
-0'-3"
1" MAX.
PROVIDEEND PLATE
FACE/ EXIST.CONC. WALL
EX
IST
.T
UN
NE
LO
PN
G
WALLASSY PERARCH'T
CONT. L6x4x1/4" LLVw/ 1/2" DIA. ADHESIVEANCHORS @ 2'-0" o.c.& 6" FROM EA. ENDEMBED. 4"
4 1/
2" M
IN.
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S311
NOV. 2015
215084.00
SCALE: 3/4" = 1'-0"C5
SECTION
SCALE: 3/4" = 1'-0"D3
SECTIONSCALE: 3/4" = 1'-0"
D1SECTION
SCALE: 3/4" = 1'-0"D4
SECTION
SCALE: 3/4" = 1'-0"C4
SECTION
NO SCALESCALE:D5
TYP. ROOF OPENING DETAIL IN BEAM
SCALE: 3/4" = 1'-0"C3
SECTION
SCALE: 3/4" = 1'-0"D2
SECTION
SCALE: 1 1/2" = 1'-0"A5
BOTT. TRACK ANCHOR DETAILSCALE: 1 1/2" = 1'-0"
A4TYPICAL SILL DETAIL
SCALE: 1 1/2" = 1'-0"B4
TYPICAL NON-LOAD BRG. STUD HEAD DETAILSCALE: 3/4" = 1'-0"
B5WELDING PATTERN
TYP. CFM STUD WALL
TYP. CFM STUD WALL
SCALE: 3/4" = 1'-0"B3
CANOPY ROOF SECTIONSCALE: 3/4" = 1'-0"
B2CANOPY ROOF SECTION
SCALE: 3/4" = 1'-0"C2
SECTION
1
N A
ROOM NAME DESIGNATION
ROOM NUMBER DESIGNATION (IF PRESENT)
ROOM AREA DESIGNATION (IF PRESENT)
PARTITION TYPE DESIGNATION. SEEPARTITION LEGEND
DOOR NUMBER DESIGNATION
SPECIAL NOTATION (e.g. DEMO NOTE)
W1 WINDOW TYPE DESIGNATION
1T ACCESSORY ITEM- SEE ACCESSORYSCHEDULE
DATUM POINT OR WORK POINT
BUILDING SECTION
WALL SECTION
DETAIL NUMBER
SHEET NUMBER WHEREDETAIL IS LOCATED
DETAIL NUMBER
SHEET NUMBER WHEREDETAIL IS LOCATED
EXTENT OF SECTION
A-XXX
A1
A2 B1
DETAIL NUMBERS
SHEET NUMBER WHEREDETAIL IS LOCATED
ELEVATIONS
REVISION NOTE
REVISION NUMBER
EXTENT OF REVISION
DETAIL NUMBER DETAIL SCALE
DETAIL NAME
SCALE: 1/8" = 1'-0"AXX
View Name
ROOM NAME00000
1500 SF
DETAIL SECTION
DETAIL NUMBER
SHEET NUMBER WHEREDETAIL IS LOCATED
EXTENT OF SECTION
PLAN DETAIL
DETAILNUMBER
SHEET NUMBERWHERE DETAILIS LOCATED
EXTENTOF DETAIL
1
NNNL
1
A-XXX
1
A-XXX
1
A-XXX
1
A-XXX
1
A-XXX
EXISTING DOOR TO REMAIN,IN EXISTING PARTITION
EXISTING DOOR TO BEREMOVED, SEE REMOVAL PLAN
EXISTING DOOR IN NEW OR EXISTINGPARTITION, WITH MODIFICATION. SEEDOOR SCHEDULE
NEW DOOR IN NEW OR EXISTINGPARTITION, SEE DOOR SCHEDULE
NNNL
E-NNN
EXISTING SURFACES
REMOVAL OF EXISTING
FINISHED SURFACES- NEW
GRAVEL / STONE
CONCRETE - CASTIN PLACE
CONCRETEMASONRY UNIT
BRICK
CONCRETE -PRECAST
STONE
SAND / MORTAR
GYPSUMWALLBOARD
ALUMINUM
STEEL
RIGID INSULATION
QUARRY TILE
P LAM OVERSUBSTRATE
WOOD - FINISHED
PLYWOOD
ACOUSTIC TILE
CARPET
EARTH
BATT INSULATION WOODBLOCKING
REINFORCING - WWF
EXTEND ALL MATERIALS TOUNDERSIDE OF DECK/SLAB
_A
EXTEND ALL MATERIALSFROM HEIGHT NOTED TOUNDERSIDE OF DECK/SLAB
_B
CLG
1A
CONSTRUCTION TYPES :
HEIGHT TYPES :
ADDITIONAL RELATED NOTES: SEE "GENERAL NOTES"SEE SPECIFIC NOTES ON PLANS ANDDETAILS; SEE SPECIFICATIONS
TEST DESIGNATIONS : UL= UNDERWRITERS LABORATORIESOSU= OHIO STATE UNIVERSITYUC= UNIVERSITY OF CALIFORNIA
ALPHABET SUFFIX DESIGNATESPARTITION HEIGHT NOTED BELOW
NUMERAL PREFIX DESIGNATESPARTITION CONSTRUCTIONNOTED ABOVE
(WHERE APPLICABLE)
CLG
(WHERE APPLICABLE)
VARIES
TYPE 1
1" MR SHAFT LINER PANEL
RATING = 2 HRTEST = U415STC = ---
1_
2 1/2" 20GA CH STUD @ 24" OC
(2) LAYERS 1/2" GWB - TYPE 'C'
3 1/2"
TYPE 3
RATING = 2 HRTEST = U419STC = ---
2_
3 5/8" 20GA STUD @ 16" OC
(2) LAYERS 5/8" GWB - TYPE 'X'EA SIDE
6 1/8"
UL JOINT REFERENCED:WALL HEAD: HW-D-0504
UL JOINT REFERENCED:WALL HEAD: HW-D-0513
GANNETT CENTER WHALEN CENTERFOR MUSIC
WORK AREA:HEATING PLANTADDITION
WORK AREA:EXISTING STAIRTOWER # 3
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PT PRESSURE TREATED
PTD PAPER TOWER DISPENSER
PTN PARTITION
PVC POLYVINYL CHLORIDE(PLASTIC)
PVG PAVING
Q
QT QUARRY TILE
QTY QUANTITY
R
R RADIUS/RISER
R RESILIENT
RB RESILIENT BASE
RBR RUBBER
RCP REFLECTED CEILING PLAN
RD ROOF DRAIN
REF REFRIDGERATOR
REINF REINFORCE(D)
REQ'D REQUIRED
RESIL C RESILIENT CHANNEL
RET RETURN
REV REVISION
RM ROOM
RO ROUGH OPENING
S
SC SOLID CORE
SCHED SCHEDULE
SECT SECTION
SF SQUARE FEET
SHT SHEET
SHTHG SHEATHING
SIM SIMILAR
SLNT SEALANT
SND SANITARY NAPKIN DISPENSER
SNDU SANITARY NAPKIN DISPOSALUNIT
SPEC SPECIFICATION
SPKLR SPRINKLER
SQ SQUARE
SSM SOLID SURFACE MATERIAL
SST STAINLESS STEEL
STC SOUND TRANSMISSION CLASS
STD STANDARD
STL STEEL
STL JST STEEL JOIST
STL LNTL STEEL LINTEL
STL PLATE STEEL PLATE
STRUCT STRUCTURAL
SUSP SUSPENDED
SV SHEET VINYL
SVT SHEET VINYL FLOORING
SYMM SYMMETRICAL
T
T TREAD
T&G TONGUE AND GROOVE
TEL TELEPHONE
TEMP TEMPERATURE
TER TERRAZZO
TERM TERMINAL
THK THICKNESS
THRES THRESHOLD
TK BD TACKBOARD
TMPD TEMPERED
TO TOP OF
TOC TOP OF CONCRETE
TOS TOP OF STEEL
TOW TOP OF WALL
TRANS TRANSOM, TRANSPARENT
TYP TYPICAL
U
UC UNDERCUT
UL UNDERWRITER'S LABATORY(TEST)
UNO UNLESS NOTED OTHERWISE
UR URINAL
V
VB VINYL BASE
VCT VINYL COMPOSITION TILE
VERT VERTICAL
VEST VESTIBULE
VIF VERIFY IN FIELD
VNR VENEER
VP VENEER PLASTER
VR VAPOR RETARDER
VT VINYL TILE
VWC VINYL WALLCOVERING
W
W WIDE
W/ WITH
W/O WITHOUT
WC WATER CLOSET
WD WOOD
WDW WINDOW
WGL WIRED GLASS
WP WATERPROOFING
WPT WORKPOINT
WS WEATHERSTRIP
WWF WELDED WIRE FABRIC
FO FACE OF
FOF FACE OF FINISH
FOS FACE OF STUD
FP FIREPROOFING
FR FRAME
FRMG FRAMING
FRP FIBERGLASS REINFORCEDPLASTIC/PANEL
FRTW FIRE RETARDANT TREATEDWOOD
FT FOOT/FEET
FTG FOOTING
FURG FURRING
FURN FURNISHED/FURNITURE
FWC FABRIC WALL COVERING
G
GA GAUGE
GALV GALVANIZED
GB GRAB BAR
GC GENERAL CONTRACTOR
GCT GLAZED CERAMIC TILE
GL GLASS/GLAZING
GWB GYPSUM WALLBOARD
GYP GYPSUM
H
HC HOLLOW CORE
HCP HANDICAPPED
HDBD HARDBOARD
HDW HARDWARE
HDWD HARDWOOD
HM HOLLOW METAL
HORIZ HORIZONTAL
HR HOUR
HT HEIGHT
HVAC HEATING/VENTILATING/AIRCONDITIONING
I
ID INSIDE DIAMETER
INCL INCLUDE(D)(-ING)
INSUL INSULATE(D)(-ION)(-ING)
INT INTERIOR
INV INVERT
J
JAN JANITOR
JT JOINT
L
LAM LAMINATE(D)
LAV LAVATORY
LF LINEAR FEET
LL LIVE LOAD
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LT GA LIGHT GAUGE
LTG LIGHTING
LVR LOUVER
M
MACH MACHINE
MATL MATERIAL
MAX MAXIMUM
MECH MECHANICAL
MEMB MEMBRANE
MEZZ MEZZANINE
MFR MANUFACTURER
MIN MINIMUM
MISC MISCELLANEOUS
MKR BD MARKER BOARD
MLDG MOULDING
MO MASONRY OPENING
MR MOISTURE RESISTANT
MTL METAL
MULL MULLION
N
NA NOT APPLICABLE
NAT NATURAL
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
NPS NOMINAL PIPE SIZE
NTS NOT TO SCALE
O
OA OVERALL
OC ON CENTER
OD OUTSIDE DIAMETER
OPH OPPOSITE HAND
OPNG OPENING
OPP OPPOSITE
P
PBD PARTICLE BOARD
PCT PORCELAIN CERAMIC TILE
PERIM PERIMETER
PL PROPERTY LINE
PLAM PLASTIC LAMINATE
PLAS PLASTER
PLBG PLUMBING
PLYWD PLYWOOD
PNL PANEL
PNT PAINT
PNTD PAINTED
PR PAIR
PREFAB PREFABRICAT(D)
A
A/C AIR CONDITIONING
AB ANCHOR BOLT
ACC ACCESIBLE
ACS PNL ACCESS PANEL
ADDM ADDENDUM
ADJ ADJUSTABLE
AFF ABOVE FINISH FLOOR
AHR ANCHOR(AGE)
ALT ALTERNATE
ALUM ALUMINUM
ANN PNL ANNUNCIATOR PANEL
ANOD ANODIZED
APC ACOUSTICAL PANEL CEILING
APPROX APPROXIMATE
ARCH ARCHITECT(URAL)
ASB ASBESTOS
ASPH ASPHALT
ATC ACOUSTICAL TILE CEILING
B
BD BOARD
BEV BEVELED
BLDG BUILDING
BLKG BLOCKING
BLKT BLANKET
BM BEAM, BENCHMARK
BOT OF BOTTOM OF
BRG BEARING
BSMT BASEMENT
BUR BUILT-UP ROOF
C
CAB CABINET
CEM CEMENT
CH BD CHALKBOARD
CIP CAST-IN-PLACE
CJ CONTROL JOINT
CLG CEILING
CLL CONTRACT LIMIT LINE
CLO CLOSET
CLR CLEAR
CMP CORRUGATED METAL PIPE
CMPST COMPOSITE
CMT CERAMIC MOSAIC TILE
CMU CONCRETE MASONRY UNIT
COL COLUMN
COMB COMBINATION
CONC CONCRETE
CONSTR CONSTRUCTION
CONT CONTINUOUS
CONTR CONTRACTOR
COORD COORDINATE
CORR CORRIDOR
CPRS FL COMPRESSIBLE FILLER
CPT CARPET
CR CARD READER
CRS COLD ROLLED STEEL
CT CERAMIC TILE
D
D DEPTH
DET DETAIL
DF DRINKING FOUNTAIN
DFLCT DEFLECTION
DH DOUBLE HUNG
DIA DIAMETER
DIAG DIAGONAL
DIM DIMENSION
DL DEAD LOAD
DMPF DAMPPROOFING
DR DOOR
DWG DRAWING
E
EA EACH
EIFS EXTERIOR INSULATION ANDFINISH SYSTEM
EJ EXPANSION JOINT
EL ELEVATION
ELEC ELECTRIC(AL)
ELEV ELEVATOR
EMHO ELECTROMAGNETIC HOLDOPEN
ENTR ENTRANCE
EP ELECTRIC PANEL
EQ EQUAL
EQUIP EQUIPMENT
EST ESTIMATE
EWC ELECTRIC WATER COOLER
EXH EXHAUST
EXIST EXISTING
EXP EXPOSED, EXPANSION
EXT EXTERIOR
F
FAAP FIRE ALARM ANNUNCIATORPANEL
FCU FAN COIL UNIT
FD FLOOR DRAIN
FDTN FOUNDATION
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FH FIRE HYDRANT
FIN FINISH(ED)
FIXT FIXTURE
FLASH FLASHING
FLG FLOORING
FLR FLOOR
FM FACTORY MUTUAL
DIMENSIONING NOTES
1 MASONRY PLAN DIMENSIONS AT SCALES NOT SHOWING INDIVIDUAL MODULES ARE TO NOMINAL FACE OF MASONRYNON MASONRY DIMENSIONS ARE TO FINISHED FACE OF MATERIAL UNLESS NOTED OTHERWISEMASONRY ON DRAWINGS SHOWN WITH INDIVIDUAL MODULAR UNITS ARE DIMENSIONED TO ACUTAL SIZE, AND WHERE SHOWN INCLUDEREFERENCES TO MODULAR DIMESIONS.
2 DIMENSIONS ARE FROM STRUCTURAL COLUMN CENTERLINES, UNO.
3 AT INTERSECTION OF DIFFERENT PARTITION TYPES, CONTINUE PARTITION OF GREATER FIRE RATING THROUGH INTERSECTION UNO.
4 REFER TO PARTITION SCHEDULE FOR PARTITION THICKNESS AND HEIGHT.
5 NON-ARCHITECTURAL DISCIPLINE INFORMATION IF SHOWN IS FOR REFERENCE ONLY. OBJECTS AND INFORMATION SHOWN MAY NOT BE ALLINCLUSIVE. REFER TO APPROPRIATE DISCIPLINE FOR INFORMATION.
6 REFER TO WORKPOINTS WHERE SHOWN FOR ELEMENTS PLACED ON NON-PARALLEL OR NON-PARALLEL RELATIONSHIPS. WORKPOINTS MAYALSO BE SHOWN AS LAYOUT STARTING POINTS IN ORDER TO MAINTAIN CORRECT RELATIONSHIPS BETWEEN ELEMENTS.
GENERAL NOTES-ARCHITECTURE
1 SEE STRUCTURAL DRAWINGS FOR WIND, SNOW, SEISMIC AND OTHER STRUCTURAL LOAD INFORMATION
2 SEE "REGULATORY PLAN" FOR REGULATORY INFORMATION AND UL ASSEMBLY DESIGNATIONS FOR FIRE RATED STEELSTRUCTURE AND FLOOR ASSEMBLIES.
3 OWNER HAS SURVEYED THE PROJECT AREAS FOR PRESENCE OF HAZARDOUS MATERIALS. TEST RESULTS INDICATEABSENCE OF MATERIALS REQUIRING ABATEMENTS AND / OR REMOVAL. CONTRACTOR SHALL NOTIFY OWNERIMMEDIATELY IF CONTRACTOR SUSPECTS OR DISCOVERS THE PRESENCE OF HAZARDOUS MATERAL.
4 DO NOT INTERRUPT UTILITIES SERVING FACILITIES UNLESS PERMITTED UNDER THE FOLLOWING CONDITIONS AND THENONLY AFTER PROVIDING TEMPORARY UTILITY SERVICES ACCORDING TO THE REQUIREMENTS INDICATED:
5 NOTIFY OWNER NOT LESS THAN (5) DAYS IN ADVANCE OF PROPOSED UTILITY INTERRUPTIONS.
6 OBTAIN OWNER'S WRITTEN PERMISSION BEFORE PROCEEDING WITH UTILITY INTERRUPTIONS.
7 SMOKING IS NOT PERMITTED WITHIN ANY BUILDING OR STRUCTURE OF WITHIN 25 FEET OF ENTRANCES, OPERABLEWINDOWS, OR OUTDOOR AIR IN-TAKES.
8 PROVIDE IDENTIFICATION TAGS FOR ALL CONTRACTOR AND SUBCONTRACTOR PERSONNEL WORKING ON PROJECTSITE. REQUIRE PERSONNEL TO WEAR IDENTIFICATION TAGS AT ALL TIMES.
9 LIMIT USE OF PROJECT SITE TO AREAS APPROVED BY OWNER. MAINTAIN PORTIONS OF EXISTING BUILDING AFFECTEDBY CONSTRUCTION OPERATIONS IN A WEATHER-TIGHT AND SECURE CONDITION THROUGHOUT CONSTRUCTIONPERIOD.
10 MAINTAIN EXISTING EGRESS PATHS AND COMPONENTS (STAIRS, CORRIDORS, DOORS) THROUGHOUT DEMOLITION ANDCONSTRUCTION ACTIVITIES.
11 GENERAL CONTRACTOR AND EACH SUB - CONTRACTOR SHALL MAINTAIN INSURANCE THROUGHOUT THE ENTIRECONSTRUCTION DURATION IN AMOUNTS AS DICTATED BY ITHACA COLLEGE.
12 CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING EXISTING DIMENSIONS AND PROPOSED DIMENSIONS AND STATEDCLEARANCES. CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY IF ANY DISCREPANCIES ARE DISCOVERED.
13 CONTRACTOR IS RESPONSIBLE FOR OBTAINING BUILDING PERMITS AND ALL OTHER PERMITS AS REQUIRED BY THETOWN OF ITHACA.
SCALE: NO SCALE1ABBREVIATIONS
SCALE: NO SCALE5
MATERIALS LEGEND
SCALE: NO SCALE6DIMENSIONING NOTES
SCALE: NO SCALE4GENERAL NOTES
SCALE: 1" = 1'-0"3
PARTITION TYPES & HEIGHTS
SCALE: NO SCALE2GRAPHIC KEY
NOTES:1. PROVIDE MOISTURE RESISTANT GWB AT OUTSIDE LAYER OF ALL GWB WALLS.2. PROVIDE MANUFACTURED SYSTEM (DEFLECTION TRACK) TO ACOMODATE DELFECTION AT HEAD OF ALL WALLS.3. PROVIDE SILL SEALER AT BASE OF ALL METAL STUD WALLS.
SCALE: 1" = 60'-0"7
WORK KEY PLAN
DN
UP
E- 1
TRAVEL DISTANCELINE TO EXIT
TRAVEL DISTANCEPATH- SEE SCHEDULEFOR DISTANCE
NON-RATED
1 HOUR RATED
2 HOUR RATED
2 HOUR FIRE BARRIER
2 HOUR FIRE WALL
G11G10G9
GA
GB
GC
W1
W3
WV
W2
A
.2
.8
GANNETT WHALEN
GANNETT CENTER
WHALEN CENTERFOR MUSIC
GANNETT CENTER; SAME BUILDINGEXISTING OPENING COVERED W/2HR ASSEMBLY (1 HR REQUIRED)
2 HR PROVIDED
2 HR FIRE WALL REQUIRED
2 HR FIRE BARRIER(TO UNDERSIDE OFROOF DECK)
2 HR FIRE WALL(TO UNDERSIDEOF ROOF DECK)
2 HR FIRE WALL(TO UNDERSIDEOF ROOF DECK)
EXISTING DOORLOCATION; 2 HR RATEDDOOR AND FRAME
135 SF
EXIT PASSAGEWAY
HP2
HEATING PLANTHP1
3'-8 5/8"
2 HR PROTECTED EXITPASSAGEWAY PER 1021
G10.9
2 HR PROVIDED
1 HR RATING REQUIRED
WHALEN CENTER; SEPARATEBUILDING; NO EXISTING ORPROPOSED OPENING ANYWHEREIN EXISTING WALL ABOVE ROOF
EXISTING MASONRY WALL(4" BRICK VENEER, 8" CMU)ALL MATERIALS EXTENDBEYOND HEATING PLANTROOF
EXISTING MASONRY WALL(4" BRICK VENEER, 8" CMU)ALL MATERIALS EXTENDBEYOND HEATING PLANTROOF
G11G10G9
GA
GB
GC
W1
W3
WV
W2
A
.2
.8
GANNETT WHALEN
GANNETT CENTER
WHALEN CENTERFOR MUSIC
MAXIMUM OVERALL DIAGONAL DIMENSION
33'-0"
LOW HEADROOM SPACE(UNOCCUPIED)
EXISTING AREAWAY
16'-6" M
INIMUM
21'-1" E
XIT DO
OR SEPARATIO
N
DOOR (ABOVE)
E-2
E-1
G10.9
NOTE: SEE 2/A-003FOR CONTINUATIONOF PATH E-1
E-3
703 SF
HEATING PLANTHP1
WE
EK
S
EN
GIN
EE
RIN
G23 CENTRAL ST.
MORAVIA, NEW YORK 13118
PHONE: 315-4
97-9897
FAX: 315-497-9
918
www.weekseng
ineering
.com
seal of a Professiona
l Architect, En
gineer
specifications, plats or reports to which
the
Surveyor to alter In any way; any plans,
acting und
er the
direction of a Licensed
Educa
tion Law for any person unless
Subdivision
2, of the
New
Yo
rk State
DATE:
CAD FILE NO.:
or Surveyor has
been ap
plied.
Professional Architect, Engineer , or
It is a
violation
of Section
7209,
REVISIONS AND DESCRIPTIONS
NO.
DATE:
WEEKS ENGINEERING
2015
PROJECT NO.
SHEET NO.
WARNING:
Copyright
c
ITH
AC
A C
OLLE
GE
GA
NN
ET
T C
EN
TE
RH
EA
TIN
G P
LA
NT
AD
DIT
ION
TRUENORTH
ARCHITECTUREENGINEERINGSITE & PLANNING
450 SO. SALINA ST. PO BOX 29SYRACUSE, NEW YORK 13201-0029TEL 315.472.7806 FAX 315.472.7800
Q P K
D E S I G N
RE
GU
LA
TO
RY
PL
AN
A-002
Nov. 2015
215084.00
SCALE: 1/4" = 1'-0"2
GRAPHIC KEYSCALE: 1/8" = 1'-0"
4REGULATORY PLAN - GROUND FLOOR
ADDITIONITHACA COLLEGE GANNETT WHALEN HEATING PLANTCODE COMPLIANCE SUMMARY
GOVERNING CODES:2010 BUILDING CODE OF NEW YORK STATE2010 EXISTING BUILDING CODE OF NEW YORK STATE2010 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE2010 MECHANICAL CODE OF NEW YORK STATE2010 PLUMBING CODE OF NEW YORK STATE2010 NATIONAL ELECTRIC CODE NFPA 702010 FIRE CODE OF NEW YORK STATE
SCOPE LEVELS; CLASSIFICATION OF WORKLEVEL 1 ALTERATIONSEB 403.1 / 600EXISTING WHALEN HALL ONLY
LEVEL 2 ALTERATIONSEB 404.1 / 700EXISTING GANNETT CENTER, HEATING PLANT ADDITIONLEVEL 2 ALTERATIONS INCLUDE THE RECONFIGURATION OF SPACE, THE ADDITION OR ELIMINATION OFANY DOOR OR WINDOW; HEATING PLANT WILL BE ADDED TO EXISTING GANNETT CENTER
ADDITIONS; SCOPEEB 1001.1AN ADDITION TO A BUILDING OR STRUCTURE SHALL COMPLY WITH THE CODES OF NEW YORK STATE ASADOPTED FOR NEW CONSTRUCTION WITHOUT REQUIRING THE EXISTING BUILDING OR STRUCTURE TOCOMPLY WITH ANY REQUIREMENTS OF THOSE CODES OR OF THESE PROVISIONS, EXCEPT AS REQUIREDBY THIS CHAPTER. WHERE AN ADDITION IMPACTS THE EXISTING BUILDING OR STRUCTURE, THATPORTION SHALL COMPLY WITH THIS CODE.
OCCUPANCY TYPE:
EXISTING GANNETT CENTERFIRST FLOOR BUSINESS BSECOND FLOOR BUSINESS BTHIRD FLOOR BUSINESS BFOURTH FLOOR BUSINESS BFIFTH FLOOR BUSINESS B
HEATING PLANT ADDITION - ACCESSORY U312.1HEATING PLANT USE IS NOT CLASSIFIED IN ANY SPECIFIC OCCUPANCY; CONSTRUCTION SHALL BECONSTRUCTED, EQUIPPED AND MAINTAINED TO CONFORM TO THE REQUIREMENTS OF THISCODE COMMENSURATE WITH THE FIRE AND LIFE HAZARD INCIDENTAL TO THEIR OCCUPANCY.
EXISTING WHALEN HALL BUSINESS B
ALLOWABLE HEIGHT AND BUILDING AREAS
FLOOR TO FLOOR HEIGHTS:EXISTING GANNETT CENTERFIRST FLOOR 13’-6”SECOND FLOOR 11’-6”THIRD FLOOR 11’-6”FOURTH FLOOR 12’-11”FIFTH FLOOR 9’-10”TOTAL HEIGHT 59’-3”
HEATING PLANT ADDITION 15’-0”ADDITION HEIGHT IS INCLUDED IN EXISTING FIRST TO SECOND FLOORS; WILL NOT ADD TO TOTAL HEIGHT
FLOOR AREAS:EXISTING GANNETT CENTERFIRST FLOOR 18,094 SQ FTSECOND FLOOR 18,066 SQ FTTHIRD FLOOR 16,858 SQ FTFOURTH FLOOR 16,858 SQ FTFIFTH FLOOR 16,858 SQ FTTOTAL AREAS 68,640 SQ FT
HEATING PLANT ADDITIONFIRST FLOOR (BASEMENT) 707 SQ FTADDITION AREA IS ADDED TO EXISTING FIRST FLOOR; WILL ADD TO TOTAL AREA
SECOND FLOOR 136 SQ FTADDITION AREA IS ADDED TO EXISTING FIRST FLOOR; WILL ADD TO TOTAL AREA
REVISED FIRST FLOOR 18,801 SQ FTREVISED SECOND FLOOR 18,202 SQ FTREVISED TOTAL AREAS 69,360 SQ FT
CONSTRUCTION TYPETABLE 503TYPE IIB CONSTRUCTION - 55’-0”, 4 STORIES,23,000 SQ FTTYPE IIA CONSTRUCTION - 65’-0”, 5 STORIES,37,500 SQ FT
EXISTING GANNETT CENTER MUST BE CLASIFIED AS TYPE IIA CONSTRUCTION; HEIGHT AND STORY COUNTEXCEEDS LIMITS OF TYPE IIB PER TABLE 503. FLOOR AREA INCLUDING HEATING PLANT ADDITIONCOMPLIES.
HEIGHT INCREASE DUE TO AUTOMATIC SPRINKLER SYSTEM INSTALLATION504.2EXISTING WHALEN CENTER IS FULLY SPRINKLERED.EXISTING GANNETT CENTER IS ONLY PARTIALLY SPRINKLERED, CANNOT TAKE ADVANTAGE OF HEIGHTINCREASE.
INCIDENTAL USESOCCUPANCY CLASSIFICATION508.2.1AN INCIDENTAL USE AREA SHALL BE CLASSIFIED IN ACCORDANCE WITH THE OCCUPANCY OF THATPORTION OF THE BUILDING IN WHICH IT IS LOCATED OR THE BUILDING SHALL BE CLASSIFIED AS A MIXEDOCCUPANCY AND SHALL COMPLY WITH SECTION 508.3.
SEPARATION508.2.2INCIDENTAL USE AREAS SHALL BE SEPARATED OR PROTECTED, OR BOTH, IN ACCORDANCE WITH TABLE508.2.
INCIDENTAL USE AREASTABLE 508.2ROOM OR AREA SEPARATION AND/OR PROTECTIONFURNACE ROOM WHERE ANY PIECE OF 1 HOUR OR PROVIDE AUTOMATIC FIRE-EQUIPMENT IS OVER 400,000 BTU PER EXTINGUISHING SYSTEMHOUR INPUT
1 HOUR SEPARATION WILL BE PROVIDED AT VERTICAL AND HORIZONTAL PLANES AND SPRINKLER WILL BEPROVIDED.
TYPES OF CONSTRUCTIONTABLE 601EXISTING GANNETT CENTER - IIAHEATING PLANT ADDITION - IIAEXISTING WHALEN HALL - IIB
FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLSTABLE 602FIRE SEPARATION DISTANCE OF LESS THAN 5’-0” FOR B AND U OCCUPANCIES - 1 HR
SEPARATION BETWEEN EXISTING WHALEN HALL AND HEATING PLANT ADDITION IS 0’-0”. 1 HOURSEPARATION WILL BE PROVIDED.
FIRE-RESISTANCE RATINGS704.5EXTERIOR WALLS SHALL BE FIRE-RESISTANCE RATED IN ACCORDANCE WITH TABLE 601 AND TABLE 602. THEFIRE-RESISTANCE RATING OF EXTERIOR WALLS WITH A FIRE SEPARATION DISTANCE OF GREATER THAN 5 FEETSHALL BE RATED FOR EXPOSURE TO FIRE FROM THE INSIDE. THE FIRE-RESISTANCE RATING OF EXTERIORWALLS WITH A FIRE SEPARATION DISTANCE OF 5 FEET OR LESS SHALL BE RATED FOR EXPOSURE TO FIRE FROMBOTH SIDES.
1 HOUR FIRE RESISTANCE RATING WILL BE PROVIDED FOR BOTH SIDES OF WALLS IN AREAS WHERESEPARATION BETWEEN EXISTING WHALEN HALL AND HEATING PLANT ADDITION IS 5’-0” OR LESS. EXISTINGDOOR INTO WHALEN HALL WHICH IS ADJACENT TO BUILDING ADDITION WILL REQUIRE 1 HOUR RATING.
STRUCTURAL STABILITY705.2FIRE WALLS SHALL HAVE SUFFICIENT STRUCTURAL STABILITY UNDER FIRE CONDITIONS TO ALLOW COLLAPSEOF CONSTRUCTION ON EITHER SIDE WITHOUT COLLAPSE OF THE WALL FOR THE DURATION OF TIMEINDICATED BY THE REQUIRED FIRE-RESISTANCE RATING.
MATERIALS705.3FIRE WALLS SHALL BE OF ANY APPROVED NONCOMBUSTIBLE MATERIALS.
FIRE WALL RESISTANCE RATINGTABLE 705.4GROUP B - 3 HREXCEPTION A: WALLS SHALL BE NOT LESS THAN 2-HOUR FIRE-RESISTANCE RATED WHERE SEPARATINGBUILDINGS OF TYPE II OR V CONSTRUCTION.
A 2 HR RATED FIRE WALL WILL BE CONSTRUCTED BETWEEN THE EXIT ACCESS CORRIDOR, AND THE HEATINGPLANT SPACE.
EXTERIOR WALLS705.5.1WHERE THE FIRE WALL INTERSECTS THE EXTERIOR WALLS, THE FIRE-RESISTANCE RATING FOR THE EXTERIORWALLS ON BOTH SIDES OF THE FIRE WALL SHALL HAVE A 1-HOUR FIRE-RESISTANCE RATING WITH 3/4-HOUROPENING PROTECTION WHERE OPENING PROTECTION IS REQUIRED. THE FIRE-RESISTANCE RATING OF THEEXTERIOR WALL SHALL EXTEND A MINIMUM OF 4 FEET ON EACH SIDE OF THE INTERSECTION OF THE FIRE WALLTO EXTERIOR WALL. EXTERIOR WALL INTERSECTIONS AT FIRE WALLS THAT FORM AN ANGLE EQUAL TO ORGREATER THAN 180 DEGREES DO NOT NEED EXTERIOR WALL PROTECTION.
VERTICAL CONTINUITY705.6.1 STEPPED BUILDINGSWHERE A FIRE WALL SERVES AS AN EXTERIOR WALL FOR A BUILDING AND SEPARATES BUILDINGS HAVINGDIFFERENT ROOF LEVELS, SUCH WALL SHALL TERMINATE AT A POINT NOT LESS THAN 30 INCHES ABOVE THELOWER ROOF LEVEL, PROVIDED THE EXTERIOR WALL FOR A HEIGHT OF 15 FEET ABOVE THE LOWER ROOF ISNOT LESS THAN 1-HOUR FIRE-RESISTANCE-RATED CONSTRUCTION FROM BOTH SIDES WITH OPENINGSPROTECTED BY FIRE ASSEMBLIES HAVING A FIRE PROTECTION RATING OF NOT LESS THAN 3/4 HOUR.
DUCTS AND AIR TRANSFER OPENINGS705.11DUCTS AND AIR TRANSFER OPENINGS SHALL NOT PENETRATE FIRE WALLS.
FIRE RESISTANT JOINT SYSTEMS713.1JOINTS INSTALLED IN OR BETWEEN FIRE-RESISTANCE-RATED WALLS, FLOOR OR FLOOR/CEILING ASSEMBLIESAND ROOFS OR ROOF/CEILING ASSEMBLIES SHALL BE PROTECTED BY AN APPROVED FIRE-RESISTANT JOINTSYSTEM DESIGNED TO RESIST THE PASSAGE OF FIRE FOR A TIME PERIOD NOT LESS THAN THE REQUIRED FIRE-RESISTANCE RATING OF THE WALL, FLOOR OR ROOF IN OR BETWEEN WHICH IT IS INSTALLED. FIRE-RESISTANTJOINT SYSTEMS SHALL BE TESTED IN ACCORDANCE WITH SECTION 713.3. THE VOID CREATED AT THEINTERSECTION OF A FLOOR/CEILING ASSEMBLY AND AN EXTERIOR CURTAIN WALL ASSEMBLY SHALL BEPROTECTED IN ACCORDANCE WITH SECTION 713.4.
FIRE PROTECTION SYSTEM:HEATING PLANTBUILDING FULLY SPRINKLEREDBUILDING FIRE ALARM SYSTEM
EXISTING GANNETT HALL - BUSINESS BBUILDING PARTIALLY SPRINKLEREDBUILDING FIRE ALARM SYSTEM
EXISTING WHALEN HALL - BUSINESS BBUILDING FULLY SPRINKLEREDBUILDING FIRE ALARM SYSTEM
MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT1004.1MECHANICAL EQUIPMENT ROOMS - 300 GROSS718 / 300 = 2.39 OR 3 PERSONS
MEANS OF EGRESS:1005.1 EGRESS WIDTH PER OCCUPANT SERVICED0.15 OTHER EGRESS COMPONENT (INCHES PER OCCUPANT) WITH SPRINKLER SYSTEM
GARDEN LEVEL (BASEMENT)MAINTENANCE PERSONELL - 3 PEOPLE BASED ON 300 SQ FT (GROSS) PER PERSON
EGRESS WIDTH (WITH SPRINKLER SYSTEM)1005.1STAIRWAYS3 x .2" = .45" EGRESS WIDTH REQUIRED; 48" PROVIDED - COMPLIES
OTHER EGRESS COMPONENTS (DOORS)3 x .2" = .6" EGRESS WIDTH REQUIRED; 84" PROVIDED - COMPLIES2 EXITS PROVIDED AT 3'-6"
STAIRWAY WIDTH1009.1THE WIDTH OF STAIRWAYS SHALL BE DETERMINED AS SPECIFIED IN SECTION 1005.1, BUT SUCH WIDTH SHALLNOT BE LESS THAN 44 INCHES
EXIT OR EXIT ACCESS DOORWAYS REQUIREDBOILER, INCINERATOR AND FURNACE ROOMS1015.3TWO EXIT ACCESS DOORWAYS ARE REQUIRED IN BOILER, INCINERATOR AND FURNACE ROOMS WHERE THEAREA IS OVER 500 SQUARE FEET AND ANY FUEL-FIRED EQUIPMENT EXCEEDS 400,000 BRITISH THERMAL UNITS(BTU) INPUT CAPACITY. WHERE TWO EXIT ACCESS DOORWAYS ARE REQUIRED, ONE IS PERMITTED TO BE A FIXEDLADDER OR AN ALTERNATING TREAD DEVICE.
EXIT ACCESS DOORWAYS SHALL BE SEPARATED BY A HORIZONTAL DISTANCE EQUAL TO ONE-HALF THELENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE ROOM.
DEAD END CORRIDORS1017.3MAXIMUM 20’ DEAD END CORRIDOR
1021.3 EXIT PASSAGEWAY ENCLOSURES SHALL HAVE WALLS, FLOORS AND CEILINGS OF NOT LESS THAN 1-HOUR FIRE-RESISTANCE RATING, AND NOT LESS THAN THAT REQUIRED FOR ANY CONNECTING EXITENCLOSURE. EXIT PASSAGEWAYS SHALL BE CONSTRUCTED AS FIRE BARRIERS IN ACCORDANCE WITH SECTION706.
ACCESSIBILITY SCOPING REQUIREMENTS1103.2.9EQUIPMENT SPACES. SPACES FREQUENTED ONLY BY PERSONNEL FOR MAINTENANCE, REPAIR OR MONITORINGOF EQUIPMENT ARE NOT REQUIRED TO BE ACCESSIBLE. SUCH SPACES INCLUDE, BUT ARE NOT LIMITED TO,ELEVATOR PITS, ELEVATOR PENTHOUSES, MECHANICAL, ELECTRICAL OR COMMUNICATIONS EQUIPMENTROOMS, PIPING OR EQUIPMENT CATWALKS, WATER OR SEWAGE TREATMENT PUMP ROOMS AND STATIONS,ELECTRIC SUBSTATIONS AND TRANSFORMER VAULTS, AND HIGHWAY AND TUNNEL UTILITY FACILITIES.
MINIMUM PLUMBING FACILITIES403.1TYPES OF OCCUPANCIES NOT SHOWN IN TABLE P403.1 (INCLUDES U OCCUPANCY)SHALL BE CONSIDERED INDIVIDUALLY BY THE CODE OFFICIAL.
BUILDING WILL NOT NORMALLY BE OCCUPIED.PLUMBING FIXTURES AVAILABLE IN ADJACENT BUILDINGS (GANNETT AND WHALEN HALLS).
PRESCRIPTIVE BUILDING ENEVELOPE REQUIREMENTSTOMPKINS COUNTY - CLIMATE ZONE 6
BUILDING ENVELOPE REQUIREMENTS101.5.1.2 COMMERCIAL BUILDINGS. COMPLIANCE WITH THE NEW YORK STATE COMMERCIAL ENERGY CODE CANBE DEMONSTRATED THROUGH THE USE OF COMPUTER SOFTWARE THAT IS DEVELOPED BY THE UNITED STATESDEPARTMENT OF ENERGY (SUCH AS COMCHECK) SPECIFICALLY FOR THE NEW YORK STATE COMMERCIALENERGY CODE.
COMCHECK USED TO DEMONSTRATE COMPLIANCED BASED ON THE FOLLOWING CONSTRUCTION
WALLS BELOW GRADE (FOUNDATION/RETAINING)2" RIGID INSULATION - R=16.7
AREAS OF EXISTING WALL ABOVE GRADE4" RIGID INSULATION - R= 30.8
AREAS OF NEW WALL ABOVE GRADE2" RIGID INSULATION - R=15.4
ROOF4" AVG ROOF INSULATION - R=24
SCALE: NO SCALE1CODE COMPLIANCE NOTES
SCALE: 1/8" = 1'-0"3
REGULATORY PLAN - HEATING PLANT
SCHEDULE-TRAVEL DISTANCE PATHS
PATH LENGTH COMMENTS
E-1 57'-8" TRAVEL DISTANCE(MAXIMUM 300'-0")
E-2 197'-11" TRAVEL DISTANCE(MAXIMUM 300'-0")
E-3 17'-0" COMMON PATH OF TRAVEL(MAXIMUM 100'-0")
UP
EXG GRADE
0"
TO EXG ROOF
15'-0"
TO ROOF
48'-11 3/4"
HEATING PLANT FLOOR
-8'-0"
G11 G10 G9WV
TO THIRD FLOOR
32'-6"
A
OPEN
CLEAR
15'-9"
DIMENSIONAL CONTROLPOINT, WORK POINT F-1(SIDEWALK)
DIMENSIONAL CONTROLPOINT F-2 (STONE)
DIMENSIONAL CONTROLPOINT F-3 (STONE)
DIMENSIONAL CONTROLPOINT F-4 (IN AREAWAY)
DIMENSIONAL CONTROLPOINT R-1, R-2(ON ROOF)
DIMENSIONAL CONTROLPOINT, WORK POINT F-5(IN AREAWAY)
DIMENSIONAL CONTROLPOINT S-3 (EXG GRADE)
DIMENSIONALCONTROL POINT, 0'-0"DATUM S-1 (SIDEWALK)
TO STEEL
9'-0"
G10.9
G11G10G9
GA
GB
GC
W1
W3
WV
W2
A
.2
.8
GANNETT WHALEN
GANNETT CENTER
WHALEN CENTERFOR MUSIC
DIMENSIONAL CONTROLPOINT, WORK POINT F-1(SIDEWALK)
DIMENSIONAL CONTROLPOINT, 0'-0" DATUMS-1 (SIDEWALK)
DIMENSIONAL CONTROLPOINT F-2 (STONE)
DIMENSIONAL CONTROLPOINT F-3 (STONE)
DIMENSIONAL CONTROLPOINT F-4 (IN AREAWAY)DIMENSIONAL CONTROL
POINT R-1 (ON ROOF)
DIMENSIONAL CONTROLPOINT R-2 (ON ROOF)
DIMENSIONAL CONTROLPOINT, WORK POINT F-5(IN AREAWAY)
DIMENSIONAL CONTROLPOINT S-3 (EXG GRADE)
DIMENSIONAL CONTROLPOINT S-2 (EXG GRADE)
G10.9G11G10G9
GA
GB
GC
W1
W3
WV
W2
A
.2
.8
GANNETT WHALEN
GANNETT CENTER
WHALEN CENTERFOR MUSIC
2 HR FIRE BARRIER(TO UNDERSIDE OFROOF DECK)
● 2 HR ROOF ASSEMBLY WILL BE PROVIDEDFOR ENTIRE ROOF● CLASS B ROOF COVERING● UL DESIGN REFERENCED:ROOF: P701
GANNETT CENTER; SAME BUILDING
● EXISTING OPENINGS ABOVE HEATINGPLANT ADDITION TO REMAIN WHALEN CENTER;
SEPARATE BUILDING
● NO OPENINGS EXISTING ORPLANNED
G10.9
2 HR FIRE WALL(TO UNDERSIDE OFROOF DECK)
G11G10G9
GA
GB
GC
W1
W3
WV
W2
A
.2
.8
G10.9
GANNETT CENTERWHALEN CENTER
FOR MUSIC
EXISTING AREAWAY
E-2
GE
GG
G7G5G3G1
MEDIA ROOM
ART GALLERYTELE
STAIR
STAIRTOWER # 3
OFFICE
VESTIBULE
OFFICE
MULTIPURPOSEROOM
PROJECTION
CLASSROOM
GALLERY
CONTROL
OFFICE
ASSISTANTDIRECTOR
DIRECTOR
RECEPT
CAREERCENTER
STAIR
MEN'S TOILETROOM
WOMEN'S
TOILET ROOM
OFFICE
OFFICE
WORKROOM
STORAGE
CLASSROOMOFFICE
OFFICE OFFICE
OFFICE OFFICE
OFFICEOFFICEOFFICEOFFICE
OFFICE OFFICEOFFICEOFFICEOFFICE
CLASSROOM
EXISTINGGARDEN
E-2
WE
EK
S
EN
GIN
EE
RIN
G23 CENTRAL ST.
MORAVIA, NEW YORK 13118
PHONE: 315-4
97-9897
FAX: 315-497-9
918
www.weekseng
ineering
.com
seal of a Professiona
l Architect, En
gineer
specifications, plats or reports to which
the
Surveyor to alter In any way; any plans,
acting und
er the
direction of a Licensed
Educa
tion Law for any person unless
Subdivision
2, of the
New
Yo
rk State
DATE:
CAD FILE NO.:
or Surveyor has
been ap
plied.
Professional Architect, Engineer , or
It is a
violation
of Section
7209,
REVISIONS AND DESCRIPTIONS
NO.
DATE:
WEEKS ENGINEERING
2015
PROJECT NO.
SHEET NO.
WARNING:
Copyright
c
ITH
AC
A C
OLLE
GE
GA
NN
ET
T C
EN
TE
RH
EA
TIN
G P
LA
NT
AD
DIT
ION
TRUENORTH
ARCHITECTUREENGINEERINGSITE & PLANNING
450 SO. SALINA ST. PO BOX 29SYRACUSE, NEW YORK 13201-0029TEL 315.472.7806 FAX 315.472.7800
Q P K
D E S I G N
RE
GU
LA
TO
RY
PL
AN
(CO
NT
INU
ED
), D
IME
NS
ION
AL
RE
VIE
W A
ND
CO
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A-003
Nov. 2015
215084.00
SCALE: 1/8" = 1'-0"4
DIMENSIONAL REF AND CONTROL SECTION
SCALE: 1/8" = 1'-0"2
DIMENSIONAL REFERENCE AND CONTROL PLAN
CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL DIMENSIONS SHOWN ON DRAWINGS. IFDEVIATIONS ARE NOTED, CONTRACTOR SHALL NOTIFY OWNER/ARCHITECT.
THE FOLLOWING CONTROL POINTS SHALL BE FIELD VERIFIED BY A LICENSED SURVEYOR WITH DIMENSIONSRETURNED TO ARCHITECT.
SITE-1 (S-1)DIMENSIONAL CONTROL POINT, SITE DATUMVERIFY FROM EXISTING SURVEY DATUM TO TOP OF EXISTING SIDWALK SLAB
SITE-2 (S-2)DIMENSIONAL CONTROL POINT,PROVIDE FIELD DIMENSIONS RECORDED:FROM S-1 DATUM TO TOP OF EXISTING GRADE ADJACENT TO RETAINING WALLFIELD DIMENSION RECORDED: ___.__'
SITE-3 (S-3)DIMENSIONAL CONTROL POINT,PROVIDE FIELD DIMENSIONS RECORDED:FROM S2 DATUM TO TOP OF EXISTING GRADE ADJACENT TO AREAWAYFIELD DIMENSION RECORDED: __' - __"
FLOOR-1 (F-1)DIMENSIONAL CONTROL POINT, WORK POINTPROVIDE FIELD DIMENSIONS RECORDED:FROM S-1 DATUM TO TOP OF EXISTING SIDEWALK SLABFIELD DIMENSION RECORDED: __' - __"FROM TOP OF EXISTING SIDEWALK SLAB TO TOP OF EXISTING HOLLOW METAL DOOR PANEL.FIELD DIMENSION RECORDED: __' - __"
FLOOR-2 (F-2)DIMENSIONAL CONTROL POINT,PROVIDE FIELD DIMENSIONS RECORDED:FROM S-1 DATUM TO TOP OF STONE IN PITFIELD DIMENSION RECORDED: __' - __"
FLOOR-3 (F-3)DIMENSIONAL CONTROL POINT,PROVIDE FIELD DIMENSIONS RECORDED:FROM S-1 DATUM TO TOP OF STONE IN PITFIELD DIMENSION RECORDED: __' - __"
FLOOR-3 (F-3)DIMENSIONAL CONTROL POINT,PROVIDE FIELD DIMENSIONS RECORDED:FROM S-1 DATUM TO TOP OF STONE IN PITFIELD DIMENSION RECORDED: __' - __"
FLOOR-4 (F-4)DIMENSIONAL CONTROL POINT,PROVIDE FIELD DIMENSIONS RECORDED:FROM S-1 DATUM TO TOP OF STONE IN AREAWAYFIELD DIMENSION RECORDED: __' - __"
FLOOR-5 (F-5)DIMENSIONAL CONTROL POINT, WORK POINTPROVIDE FIELD DIMENSIONS RECORDED:FROM F-3 TO TOP OF STONE IN AREAWAYFIELD DIMENSION RECORDED: __' - __"FROM TOP OF EXISTING STONE IN AREAWAY TO UNDERSIDE OF AREAWAY ARCH.FIELD DIMENSION RECORDED: __' - __"
ROOF-1 (R-1)DIMENSIONAL CONTROL POINT, WORK POINTPROVIDE FIELD DIMENSIONS RECORDED:FROM S-1 TO TOP OF ROOF ASSEMBLYFIELD DIMENSION RECORDED: __' - __"
ROOF-2 (R-2)DIMENSIONAL CONTROL POINT, WORK POINTPROVIDE FIELD DIMENSIONS RECORDED:FROM S-1 TO TOP OF ROOF ASSEMBLYFIELD DIMENSION RECORDED: __' - __"
SCALE: 1/8" = 1'-0"1
REGULATORY PLAN - MECHANICAL ROOM ROOF
SCALE: NO SCALE2DIMENSIONAL CONTROL POINTS
SCALE: 1/16" = 1'-0"3
REGULATORY PLAN - MECHANICAL ROOM
G11G10G9
GA
GB
GC
W1
W3
WV
W2
1
2
1
1
GANNETT CENTER
WHALEN CENTERFOR MUSIC
G10.9
3
AD-101
________
8
8
8
6
DEPRESSED PIT AREA
EXISTING CONCRETERETAINING WALL
EXISTING CONCRETERETAINING WALL
4
NOTE: MAINTAIN SAFE EGRESS FROM EXISTING DOORAT ALL TIMES; PROVIDE TEMPORARY MEASURESDURING WORK, AND NON-WORK HOURS AS REQUIRED
EXISTING STONE MULCH, FILL; SEESTRUCTURAL DRAWINGS FOR EXCAVATIONNOTE: EXISTING STONE MULCH FILL
CONTINUES BENEATH EXISTINGAREAWAYS; SEE STRUCTURAL DRAWINGSFOR EXCAVATION
(APROXIMATE LOCATION OF AREA BELOW)
EXISTING STONE MULCH, FILL; SEESTRUCTURAL DRAWINGS FOR EXCAVATION
9 G11WV A G10.9
7
4
6
ALIGN CUT END W/ ADJACENTEXISTING SUN SHADES
6
EXISTING STONE MULCH,FILL; SEE STRUCTURALDRAWINGS FOREXCAVATION
EXISTING CONCRETERETAINING WALL
EXISTING CONCRETEFOUNDATION WALL(BEYOND)
8
1
EXISTING, FILL; SEESTRUCTURAL DRAWINGSFOR EXCAVATION
6
10
11
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DATE:
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PROJECT NO.
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AD-101
Nov. 2015
215084.00
SCALE: 1/4" = 1'-0"1
FLOOR PLAN - REMOVALS
KEYED NOTES-DEMOLITION
NUMBER COMMENT
1 REMOVE EXISTING STEEL GUARD RAIL
2 PROVIDE OPENING IN EXISTING CONCRETE WALL; COORDINATE SIZE AND LOCATION WITH PLAN.
4 REMOVE EXISTING DOOR AND FRAME; EXISTING OPENING TO REMAIN
5 REMOVE EXISTING ALUMINUM/GLASS WINDOW
6 REMOVE SECTION OF EXISTING EXTERIOR ALUMINUM SUN SHADE; SAW-CUT PLUMB AND PROVIDE COLOR MATCHED ALUMINUM CAP
7 REMOVE EXISTING CEILING ASSEMBLY INCLUDING PANELS, SUSPENSION SYSTEM, & TRIM
8 REMOVE EXISTING AREA OF SIDEWALK SLAB (HATCHED AREA ON PLAN)
9 REMOVE & SALVAGE EXISTING FIRE LANE SIGN; REINSTALL AS NOTED ON A-101
10 REMOVE EXISTING LIGHT FIXTURE; SEE ELECTRICAL DRAWINGS
11 REMOVE EXISTING SUN SHADE BRACKETS
SCALE: NO SCALE2KEYED REMOVAL NOTES
SCALE: 1/4" = 1'-0"3
BUILDING SECTION - REMOVALS
UP
A-201
G11G10G9
GA
GB
GC
W1
W3
WV
W2
1
A-201 5
A
1'-8" 8'-0 1/2" 12'-4"
25'-2"
18'-8"
5'-0"
15'-2"
5'-0"
1'-4"
8'-1"
9'-3"
2'-9"
1'-7"
GANNETT WHALEN
A-501
1
.2
.8
13'-6"
13'-6"
13'-6" 13'-6" 23'-8 1/2" 5'-6"
22'-0 1/2" 1'-10"
22'-0 1/2"
1
A-202
________ 1
A-202
________
2
A-202
________
2
A-202
________
3
A-202
________
1 A
1 A
CONCRETEAPRON
703 SF
HEATING PLANTHP1
GANNETT CENTER
WHALEN CENTERFOR MUSIC
BOILER FLUE; SEEMECHANICALDRAWINGS (ABOVE)
7
A-551
________
APPLY XYPEX COATING TOEXISTING CONCRETE WALL
CONCRETEFLOOR SLAB
CONCRETEFLOOR SLAB
CJ
CJ
NOTE: SEE A-102 FOR AREA ABOVE
EXISTING AREAWAY(ARCHED CEILING)
4" HOUSEKEEPINGPAD
FD
FD
EXISTINGCONCRETE WALL(WHALEN CENTER)
EXISTING CONCRETEWALL(GANNETT CENTER)
EXISTING CONCRETEWALL(GANNETT CENTER)
CL DOOR
CONCRETE FLOOR SLAB;
26'-8"
G10.9
CONTINUE WALL INTO AREAWAY
101B
4'-6"
4'-6"
7'-0"
9'-0"
1B (ABOVE)
STEEL STAIR &LANDING ASSEMBLY;SEE 2/A-102
CANOPY(ABOVE)
1/8" PER 1'-0"
1/8" PER 1'-0"
1/8" PER 1'-0"
1
GA
GC
UP
EXISTINGSTAIR
TOWER # 3
REMOVE EXISTING WINDOW IN IT'SENTIRETY INCLUDING ALL SEALANTS,BLOCKING & ANCHORS (SHOWN DASHED)
ST 1
6" 3'-8"
ELEVATED STEELPLATFORM
FIXEDLADDER
GUARDRAIL
3'-0"
4'-8"
1
A-101
________
5
A-551
________
A-301
5
ALIGN TOP RUNG W/TOP OF EXISTINGCONCRETE SILL /PLATFORM
3" DIAMETER STEELPIPE COLUMN W/ 1/2"STEEL BASEPLATE &CAP PLATE; PAINTPT-903
BOLT COLUMN TOPLATFORM STRINGER
EXPANSION BOLTCOLUMN BASE PLATETO EXISTING CONCRETEFLOOR
FIXED STEEL LADDER;PAINT PT-903
1 1/2" STEEL PIPE GUARDRAILW/ 1/4" STEEL BASE PLATES;PAINT PT-903; BOLT TOPLATFORM
STEEL PLATFORMASSEMBLY; PAINTFRAMING PT-903
1'-9"
1'-9"
EXISTING CONCRETEFLOOR SLAB
4" 1'-8"
3'-6"
EXISTING STAIRTOWER # 3
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Subdivision
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DATE:
CAD FILE NO.:
or Surveyor has
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It is a
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REVISIONS AND DESCRIPTIONS
NO.
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A-101
Nov. 2015
215084.00
SCALE: 1/4" = 1'-0"3
FLOOR PLAN - HEATING PLAN GROUND FLOORSCALE: 1/4" = 1'-0"
2FLOOR PLAN -
GROUND FLOOR EXISTINGSTAIR TOWER # 3
SCALE: 3/4" = 1'-0"1
SECTION - STAIRWAY PLATFORM
DN
A-201
G11G10G9
GA
GB
GC
W1
W3
WV
W2
1
A-201 5
A
26'-9 5/16"
1'-8" 8'-0 1/2" 12'-4"
13'-6" 13'-6" 23'-8 1/2" 5'-6"
13'-6"
13'-6"
8'-1"
12'-0"
1'-7"
GANNETT WHALEN
22'-1 1/4" 1'-3 1/4" 6" 4'-0 1/2" 3 1/2" 2"
3'-8 5/8"
A-201 2
A-501
2
19'-1 1/16" 4'-0" 1'-8 3/4" 4'-0" 9 5/8"
.2
.8
6'-4"
15'-2"
6'-7 5/16"
1
A-202
________ 1
A-202
________
2
A-202
________
2
A-202
________
3
A-202
________
NOTE: SEE A-101 FOR AREA BELOW
2 A 1 A
1 A
CONCRETEAPRON
GANNETT CENTER
WHALEN CENTERFOR MUSIC
NOTE: SEE A-101 FOR AREA BELOW
A-551
4
703 SF
HEATING PLANTHP1
135 SF
EXIT PASSAGEWAYHP2
EXISTING CONCRETERETAINING WALL
5'-0"
(13T) @
11" = 11'-11"
EXISTING CONCRETESIDEWALK
EXISTINGBRICK/CMU WALL(WHALEN CENTER)
LOUVER; SEE MECHANICALDRAWINGS
EXISTINGBRICK/CMU WALL(WHALEN CENTER)
EXISTINGCONCRETE WALL(GANNETT CENTER)
EXISTINGCONCRETE WALL(GANNETT CENTER)
G10.9
101A
102B
A-551
2
A-551
2
3'-9"
1BSEEDETAIL
8'-3 5/16"
5'-3"
18'-0 1/2"
13'-6 5/16"
29'-7 13/16"
A-501
5
2
A-301
________
BOILER FLUE; SEEMECHANICALDRAWINGS
STEEL STAIR &LANDING ASSEMBLY;
5'-0"
A-501
4
SITE NOTES:1. PROTECT ALL EXISTING SITE ELEMENTS TO REMAIN INCLUDING; TREES (2), LIGHT POLE, HYDRANTS (2), AND SIDEWALK SLABS TO REMAIN2. RE-MOUNT EXISTING FIRE LANE SIGN TO EXISTING LIGHT POLE W/ (2) STAINLESS STEEL BANDS3. UPON COMPLETION OF CONSTRUCTION; TOPSOIL AND SEED EXISTING GRASS AREAS, SPADE EDGE & PROVIDE STONE MULCH AT EXISTING MULCHED AREAS
W1
WVA
.2
.8
1
A-202
________ 1
A-202
________
2
A-202
________
2
A-202
________
NOTE SPRAY APPLIED FIREPROOFINGNOT SHOWN FOR CLARITY; APPLY TOALL BUILDING STRUCTURE
1/2" GWB CEILING @ 7'-6" AFF;PAINT PT-901, SEE MECHANICALDRAWINGS FOR LIGHTING,MECHANICAL EQUIPMENT, FIREPROTECTION LOCATIONS
25'-11 3/8"
5'-3 5/8"
1'-7" 3'-8 5/8"
EXIT PASSAGEWAYHP2
2" EXPANSION JOINT(CONTINUE UP JAMBS,ACROSS DOOR HEAD)
HEATING PLANTHP1
PAINT FIREPROOFING ,PT-901 (TYPICAL)
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DATE:
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It is a
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REVISIONS AND DESCRIPTIONS
NO.
DATE:
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PROJECT NO.
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A-102
Nov. 2015
215084.00
SCALE: 1/4" = 1'-0"2
FLOOR PLAN - HEATING PLANT
SCALE: 1/4" = 1'-0"1
PARTIAL REFLECTED CEILING PLAN
A-201
G11G10G9
GA
GB
GC
W1
W3
WV
W2
1
A
A-201 2 .2
.8
1
A-202
________ 1
A-202
________
2
A-202
________
2
A-202
________
GANNETT WHALEN
TAPEREDINSULATION
1/4" PER 1'-0"ROOF SLOPE
EXISTINGROOF DRAIN
SINGLE PLY MEMBRANE(OVER EXISTING PARAPET)
PRE-FINISHED METALROOF EDGE
ROOFDRAIN
TAPERED
INSULATION
1/4" PER 1'-0"
ROOF SLOPE
TAPERED
INSULATION
1/4" PER 1'-0"
ROOF SLOPE
TAPEREDINSULATION
1/4" PER 1'-0"ROOF SLOPE
G10.9
7
A-502
________
SINGLE PLY MEMBRANE ROOFASSEMBLYUL DESIGN REFERENCED:ROOF: P701
A-201 5
ROOFTOP EQUIPMENT; SEEMECHANICAL DRAWINGS
ROOFTOP EQUIPMENT; SEEMECHANICAL DRAWINGS
TAPERED INSULATIONCRICKET (TYPICAL)
2
A-301
________
SINGLE PLY MEMBRANE ROOFASSEMBLY (BELOW)
PRE-FINISHED METALROOF EDGE (BELOW
TAPERED
INSULATION
1/4" PER 1'-0"
ROOF SLOPE
26'-9 5/16"
29'-7 13/16"
4'-2"
8'-4"
REMOVE EXISTINGCONCRETE SCUPPER;PATCH EXISTING PARAPETRECESS & LAP W/ ROOFMEMBRANE
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AN
A-103
Nov. 2015
215084.00
SCALE: 1/4" = 1'-0"1
ROOF PLAN
EXG GRADE
0"
G11 G10 G9WV A
2
A-202
________
2
A-202
________
12'-6"
7
A-502
________
TO STEEL
9'-0"
SEE WALL SECTION FOR PAN
EL LAYOUT
9'-4 3/4"
5 1/4"
EXISTING BRICK VENEER(WHALEN CENTER, BEYOND)
PRE-FINISHED METAL ROOFEDGE
EXTERIOR LIGHT FIXTURE
HOLLOW METAL DOOR AND
5/16" FIBER CEMENTPANEL
LOUVER; SEEMECHANICAL DRAWINGS
EXISTING HOLLOWMETAL DOOR ANDFRAME (BEYOND)
EXISTING CONCRETEWALL (BEYOND)
EXISTING CONCRETERETAINING WALL
EXISTING ALUMINUM SUNSHADE SYSTEM
12'-1 1/2"
EXISTING CONCRETEWALL (BEYOND)
EXISTING METAL ROOF EDGE(BEYOND)
EXISTING CONCRETEWALL (BEYOND)
G10.9
16'-1 1/8" 2'-11 3/16"4'-0"8 3/8"
2" VERTICAL EXPANSIONJOINT (OVERLAPPED BYPANEL, SEE PLAN DETAIL)
NOTE: DIMENSIONS NOTED ARE PANEL DIMENSIONS ANDDO NOT INCLUDE TYPICAL 3/8" JOINT BETWEEN ALL PANELS
A-201
4
A-201
3
VERTICAL PANEL
DOWNSPOUT NOZZLE(ROOF DRAIN OVERFLOW)
EXISTING ALUMINUM / GLASSWINDOW
BOILER FLUE; SEEMECHANICAL DRAWINGS
STEEL TUBE FLUE BRACKET;HOT DIP GALVANIZE, SEESTRUCTURAL DRAWINGS,2/A-201 FOR SPACING(TYPICAL PER 3)
ANGLE RING GUIDE BY FLUEMANUFACTURER; SEE 2/A-201 FORSPACING, (TYPICAL PER 3)
6
A-601
________
1'-8" 4'-0"
PIPING; SEE MECHANICALDRAWINGS
EXG GRADE
0"
W1
1
A-202
________
1
A-202
________
TO STEEL
9'-0"
12'-5 1/4"
11'-6"
16'-0"
1'-0"
6'-0"
LINE OF WHALEN CENTER(BEYOND, DASHED)
EXISTINGCONCRETE WALL(BEYOND)
EXTERIOR LIGHTFIXTURE(BEYOND)
PRE-FINISHEDMETAL ROOF EDGE
5/16" FIBER CEMENTPANEL
EXISTING CONCRETERETAINING WALL
5 3/4"
SEE WALL SECTION FOR PAN
EL LAYOUT
9'-4 3/4"
BOILER FLUE; SEEMECHANICAL DRAWINGS
ROOF FLASHING(TO EXISTING ROOF,BEYOND)
VERTICAL PANEL
BRACKET 4
STEEL TUBE FLUE BRACKET;HOT DIP GALVANIZE, SEESTRUCTURAL DRAWINGS(TYPICAL PER 3)
ANGLE RING GUIDE BY FLUEMANUFACTURER (TYPICAL PER 3)
BRACKET 3
2'-10 1/2"
BRACKET 2
NOTE: BRACKET 1 NOT SHOWN; LOCATEANCHOR PLATE SUPPORT AND HEAVY DUTYBASE BY FLUE MANUFACTURER ATUNDERSIDE OF ROOF STRUCTURE; SEESTRUCTURAL, MECHANICAL DRAWINGS
ALIGN BOTTOM OFFIBER CEMENTPANEL W/ PANEL ATSOUTH ELEVATION
A-201
4
2
A-301
________
8'-0 3/8"
EXG GRADE
0"
HEATING PLANT FLOOR
-8'-0"
W1 W21
A-202
________
1
A-202
________
TO STEEL
9'-0"
PRE-FINISHEDMETAL ROOF EDGE(BEYOND)
EXISTING CONCRETERETAINING WALL
EXISTING AREAWAY(BEYOND)
5/16" FIBER CEMENTPANEL
CONCRETE CURB;SEE STRUCTURALDRAWINGS
STEEL CANOPY FRAMING; PAINT,SEE STRUCTURAL DRAWINGS
PRE-FINISHED METALROOF EDGE
LINE OF TAPEREDCANOPY INSULATION
2'-3 5/8" 2'-3 5/8"
(4) PAN
ELS @ 1'-4"
5'-3 5/8"
7"1'-5"
1'-4"
PANEL
4'-0"
EQ EQ2 3/4" 2 3/4"
2 3/4"
10 1/8"
2 3/4"
TO MATCH FASTENER SPACING
LOCATE FURRING
TO MATCH FASTENER SPACING
LOCATE FURRING
JOINT CL
JOINT CL
JOINT CL
JOINT CL
3/8"
WP(CORNER OF DOOR FRAME)
C TO C (3/8" JT)
1'-4"
ALIGN PANEL W/ TOPOF DOOR FRAME
3/8" TYPICAL JOINT
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seal of a Professiona
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It is a
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REVISIONS AND DESCRIPTIONS
NO.
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WEEKS ENGINEERING
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PROJECT NO.
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Copyright
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DIT
ION
ARCHITECTUREENGINEERINGSITE & PLANNING
450 SO. SALINA ST. PO BOX 29SYRACUSE, NEW YORK 13201-0029TEL 315.472.7806 FAX 315.472.7800
Q P K
D E S I G N
EL
EV
AT
ION
S -
EX
TE
RIO
R
A-201
Nov. 2015
215084.00
SCALE: 1/4" = 1'-0"1
ELEVATION
SCALE: 1/4" = 1'-0"2
ELEVATION
SCALE: 1/4" = 1'-0"5
ELEVATION - AREA WAYSCALE: 1" = 1'-0"
4DETAIL - TYPICAL PANEL
SCALE: 1" = 1'-0"3
DETAIL - PANEL LAYOUT AT DOOR
EXG GRADE
0"
HEATING PLANT FLOOR
-8'-0"
W1.2 .8
1
A-202
________
1
A-202
________
(14R) @
6 3/4" = 8'-0"
3'-6"
CLEAR
15'-8"
2 HR RATED ROOF ASSEMBLYUL DESIGN REFERENCED:ROOF: P701
7
A-551
________
A-502
1
TO STEEL
9'-0"
A-502
7
SINGLE PLY MEMBRANE &TERMINATION BAR, ALIGN W/TOP OF ROOF MEMBRANE ANDTERMINATION BAR AT SOUTHELEVATION
EXISTING BRICK VENEER(WHALEN CENTER, BEYOND)
A-301
1
2 HR FIRE BARRIER;PAINT PT-902(BEYOND)
EXISTING CONCRETERETAINING WALL; PAINT PT-902 (BEYOND)
CONCRETE FLOOR SLAB; SEESTRUCTURAL DRAWINGS
A-551
1
2 HR FIREWALL W/ 3/4" FIRE
TREATED PLYWOOD TO 8'-0"
AFF; PAINT PT-902
2 HR FIREWALL ABOVE
8'-0"; PAINT PT-902
4'-0"
4'-0"
3'-0"
HEATING PLANTHP1
EXG GRADE
0"
HEATING PLANT FLOOR
-8'-0"
GAW1 W2.8
A-551
3
TO STEEL
9'-0"
A-502
7
2 HR FIREWALL W/ 3/4"FIRE TREATED PLYWOOD;PAINT PT-902 (BEYOND)
EXG GRADE
0"
HEATING PLANT FLOOR
-8'-0"
G11 G10 G9WV A
2
A-202
________
2
A-202
________ 3
A-202
________
OPEN(BEYOND)
BOILER FLUE; SEEMECHANICAL DRAWINGS
8'-0"
7'-8"
1'-4"
1 1/2"
2 HR FIREWALL;PAINT PT-902(BEYOND)
HEATING PLANTHP1
CLEAR
15'-9"
A-502
5
A-502
3A-502
6
A-301
4
7
A-502
________
EXIT PASSAGEWAYHP2
TO STEEL
9'-0"
7'-2"
7'-0 1/2"
MINIMUM CLEARANCE
(AT HIGH POINT)
CLEARANCE
(AT DOOR)
7'-2"
CLEARANCE
(AT AREAWAY)
G10.9
TOUCH UP ALL CUT ALUMINUM EDGESON SUN SHADES W/ PAINT TO MATCH
(BEYOND)
SINGLE PLY MEMBRANE &TERMINATION BAR, ALIGN W/ TOPOF EXISTING ROOF MEMBRANEAND TERMINATION BAR(BEYOND)
NOTE: SEE AD-101 FOR MODIFICATIONOF EXISTING ALUMINUM SUN SHADES(BEYOND)
EXISTING BRICK VENEER(WHALEN CENTER, BEYOND)
EXISTING ALUMINUM SUNSHADE SYSTEM
EXISTING CONCRETEWALL (BEYOND)
STAINLESS STEEL FLUERAIN CAP
EXISTING METAL ROOF EDGE(BEYOND)
EXISTING CONCRETEWALL (BEYOND)
EXISTING ALUMINUM / GLASSWINDOW
BOILER FLUE; SEEMECHANICAL DRAWINGS
STEEL TUBE FLUE BRACKET;HOT DIP GALVANIZE, SEESTRUCTURAL DRAWINGS,2/A-201 FOR SPACING(TYPICAL PER 3)
ANGLE RING GUIDE BY FLUEMANUFACTURER; SEE 2/A-201 FORSPACING, (TYPICAL PER 3)
EXISTING ROOF MEMBRANE& TERMINATION BAR
2 HR FIREWALL W/ 3/4"FIRE TREATED PLYWOODTO 8'-0" AFF; PAINT PT-902(BEYOND)
EXISTING AREAWAY;PAINT PT-902
WE
EK
S
EN
GIN
EE
RIN
G23 CENTRAL ST.
MORAVIA, NEW YORK 13118
PHONE: 315-4
97-9897
FAX: 315-497-9
918
www.weekseng
ineering
.com
seal of a Professiona
l Architect, En
gineer
specifications, plats or reports to which
the
Surveyor to alter In any way; any plans,
acting und
er the
direction of a Licensed
Educa
tion Law for any person unless
Subdivision
2, of the
New
Yo
rk State
DATE:
CAD FILE NO.:
or Surveyor has
been ap
plied.
Professional Architect, Engineer , or
It is a
violation
of Section
7209,
REVISIONS AND DESCRIPTIONS
NO.
DATE:
WEEKS ENGINEERING
2015
PROJECT NO.
SHEET NO.
WARNING:
Copyright
c
ITH
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OLLE
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AD
DIT
ION
ARCHITECTUREENGINEERINGSITE & PLANNING
450 SO. SALINA ST. PO BOX 29SYRACUSE, NEW YORK 13201-0029TEL 315.472.7806 FAX 315.472.7800
Q P K
D E S I G N
BU
ILD
ING
SE
CT
ION
S
A-202
Nov. 2015
215084.00
SCALE: 1/4" = 1'-0"2
BUILDING SECTION - MECHANICAL ROOM
SCALE: 1/4" = 1'-0"3
PARTIAL BLDG SECTION - EXISTING AREA WAYSCALE: 1/4" = 1'-0"
1BUILDING SECTION - MECHANICAL ROOM
EXG GRADE
0"
HEATING PLANTHP1
TO STEEL
9'-0"
SILL SEALER (TYPICAL)
EXISTING CONCRETERETAINING WALL
FOIL FACED RIGIDINSULATION; TAPE ALLJOINTS
CONTINUE FOIL FACEDRIGID INSULATION OVERTOP OF RETAINING WALL
SPRAY APPLIEDFIREPROOFING; ALLSTRUCTURE & ROOF DECK
STEEL BEAM; SEESTRUCTURAL DRAWINGS
1 1/2" METAL ROOF DECK;SEE STRUCTURALDRAWINGS
TAPERED RIGIDINSULATION
1/2" COVERBOARD
COMPRESSIBLE FILLER
6" COLD FORMEDMETAL STUDS @ 16" OC
5/8" GWB
2" FOIL FACED RIGIDINSULATION; TAPE ALLJOINTS; PAINT PT-904
1 1/4"
3/4"
5 3/4"
5/16" FIBER CEMENTPANEL
EXISTING BRICKVENEER (BEYOND)
EXTERIOR LIGHTFIXTURE (BEYOND)
TO BLOCKING
2X WD BLOCKING
PRE-FINISHED METALROOF EDGE; 5 1/4"FACE HEIGHT
7/8" VERTICAL METALFURRING; COORDINATESPACING TO MATCHFASTENER LAYOUT;PAINT PT-904
FORMED METALCLOSURE/STARTERHORIZONTAL
PERFORATED ALUMINUMVENTILATION CLOSURE
1 1/2" STEEL PIPE RAILING(BEYOND)
HORIZONTAL ZFURRING @ 30" OC
(6) PAN
ELS @ 1'-4" ± = 8'-0"
5/8" SUBSTRATEBOARD
9'-9 1/4"
WRAP MEMBRANEOVER BLOCKING &TERMINATE BENEATHMETAL ROOF EDGE
1'-1" PANEL
.2" PANEL OVERLAP
SLOTTED FASTENERHOLE (PANEL BEHINDROOF EDGE) 1/2"
SINGLE PLY MEMBRANE
STEEL ANGLE & CLIP;SEE STRUCTURALDRAWINGS
1/2"
6'-0"
3'-0"
3/4" FIRE TREATEDPLYWOOD; PAINT PT-902
UL DESIGN REFERENCED:ROOF: P701
2 1/2" VERTICAL METALFURRING @ 16" OC (IN LINEW/ INSULATION)
TYPICAL
6"
MINERAL WOOLINSULATION
NOTE: SECURE FIBER CEMENT PANELSW/ ADHESIVE & FLAT HEAD STAINLESSSTEEL SCREWS, TRIM WASHERS, SPACEFASTENERS @ 24" OC VERTICALLY &MATCH FRAMING/FURING SPACEINGHORIZONTALLY (TYPICAL)
EXG GRADE
0"
G11
TO STEEL
9'-0"
G10.9
FACE OF EXISTINGCONCRETE WALL (BEYOND)
5 3/4"
VARIES
(5) PAN
ELS @ 1'-4" = 6'-8"
MAINTAIN CONSISTANT
CLEARANCE TO GRADE
3/4"
1 1/4"
EXISTING CONCRETESIDEWALK
EXISTING DOOR(BEYOND)
FIREPROOFING(BEYOND)
SILL SEALER (TYPICAL)
EXISTING CONCRETERETAINING WALL
FOIL FACED RIGIDINSULATION; TAPE ALLJOINTS
CONTINUE FOIL FACEDRIGID INSULATION OVERTOP OF RETAINING WALL
SPRAY APPLIEDFIREPROOFING; ALLSTRUCTURE & ROOF DECK
STEEL CHANNEL; SEESTRUCTURAL DRAWINGS
TAPERED RIGIDINSULATION
1/2" COVERBOARD
COMPRESSIBLE FILLER
6" COLD FORMEDMETAL STUDS @ 16" OC
5/8" GWB
2" FOIL FACED RIGIDINSULATION; TAPE ALLJOINTS; PAINT PT-904
5/16" FIBER CEMENTPANEL
TO BLOCKING
2X WD BLOCKING
PRE-FINISHED METALROOF EDGE; 5 1/4"FACE HEIGHT
7/8" VERTICAL METALFURRING; COORDINATESPACING TO MATCHFASTENER LAYOUT;PAINT PT-904
FORMED METALCLOSURE/STARTERHORIZONTAL
PERFORATED ALUMINUMVENTILATION CLOSURE
HORIZONTAL ZFURRING @ 30" OC
5/8" SUBSTRATE BOARD
WRAP MEMBRANEOVER BLOCKING &TERMINATE BENEATHMETAL ROOF EDGE
2" PANEL OVERLAP
SLOTTED FASTENERHOLE (PANEL BEHINDROOF EDGE)
SINGLE PLY MEMBRANE
MINERAL WOOLINSULATION
5'-0"
4'-0"
1 1/2" METAL ROOFDECK; SEE STRUCTURALDRAWINGS
9'-9 1/4"
.
PANEL
1'-1"
UL DESIGN REFERENCED:ROOF: P701
2 1/2" VERTICAL METALFURRING @ 16" OC (INLINE W/ INSULATION)
3/4" FIRE TREATEDPLYWOOD; PAINT PT-902
STEEL ANGLE & CLIP;SEE STRUCTURALDRAWINGS
HEATING PLANT FLOOR
-8'-0"
G9
TO EXTERIORSLAB
-8'-0"
EXISTING CONCRETEAREAWAY CEILING
EXISTING CONCRETE RETAININGWALL
PRE-FINISHED METAL FLASHING W/HEMMED EDGES; CONTINOUS BEADSEALANT @ TOP & EACH END
CONTINUOUS RETAINER CLIP
MINERAL WOOL INSULATION
2" FOIL FACED RIGID INSULATION;PT-904
3/8"
PRE-FINISHED PERFORATED METALFLASHING W/ HEMMED EDGE
EXISTING RECESS
6" METAL STUD FRAMING @ 12" OC
HORIZONTAL METAL FURRING TOP &BOTTOM
CONTINOUS BEAD SEALANT
5/16" FIBER CEMENT PANEL
7/8" VERTICAL METAL FURRING;COORDINATE SPACING TO MATCHFASTENER LAYOUT; PAINT PT-904
CONTINOUS BEAD SEALANT; FULLPERIMETER OF DOOR & OPENING EASIDE
DOOR AND FRAME AS SCHEDULED
EXTERIOREXISTINGAREAWAY
CONCRETE FLOOR SLAB; SEESTRUCTURAL DRAWINGS
4" CONCRETE APRON; SLOPETOWARDS DRAIN
ALUMINUM THRESHOLD SET INCONTINUOUS BED OF SEALANT
COMPRESSIBLE FILLER
CONCRETE FROST WALL; SEESTRUCTURAL DRAWINGS
A-501
2 SIM
OPPH
PRE-FINISHED CLOSURE PANEL(BEYOND)
5/16" FIBER CEMENT PANEL(BEYOND)
3
A-301
________
PLYWOOD SHIM
WRAP MEMRBANE UP RECESS& TERMINATE BENEATHFLASHING
PRE-FINISHED METAL FLASHING
PRE-FINISHED METAL CLOSURE PIECE;COPE TO FIT DECK FLUTES & SEAL
STAINLESSSTEEL RIVET(TYPICAL)
5/16" FIBERCEMENT PANEL
3/8"
2 3/4"
2 3/4"
TYPICAL HORIZONTAL &VERTICAL FASTENER SPACING
3" = 1'-0"
SECTION
EXISTING CONCRETEWALL
EXISTING GRADE(VARIES)
EXISTING CONCRETESILL
4 1/2" 6 1/2"
ALUMINUM THRESHOLDW/ STAINLESS STEELFASTENERS SET INCONTINUOUS BED OFSEALANT
DOOR AND FRAME ASSCHEDULED
EXISTING OPENING
AS SCHED
ULED
EXTERIOR EXISTING STAIRTOWER # 3
BACKER ROD &SEALANT (EACH SIDE)
FILL FRAME W/ BATTINSULATION
TO PLATFORM /EXG SILL
5'-6"(ABOVE STAIR TOWER
FLOOR SLAB)
1/4" THICK TREADPLATE; HOT DIPGALVANIZE, FASTEN TO EXISTINGWALL W/ CONTERSUNK FASTENERS &EXPANSION SHIELDS
STEEL ANGLE PLANK SUPPORT;WELD TO CHANNEL
SERRATED PLANK GRATING; BOLTTO ANGLE,HOT DIP GALVANIZE
STEEL CHANNEL STRINGER; FULLPERIMETER OF PLATFORM,EXPANSION BOLT TO EXG CONCRETE,MASONRY WALL (2 SIDES)
STEEL TUBE ; SEESTRUCTURAL DRAWINGS,HOT DIP GALVANIZE, PAINTPT-905
STEEL BENT PLATE; SEESTRUCTURAL DRAWINGS, HOTDIP GALVANIZE, PAINT PT-905
3/4" PLYWOOD
2X WD BLOCKING
TAPERED RIGID INSULATION
PRE-FINISHEDMETAL ROOFEDGE; 5 1/4" FACEHEIGHT
SINGLE PLY MEMBRANE;WRAP OVER BLOCKING &TERMINATE BENEATH METALROOF EDGE
TO STEEL
7'-9"(ABOVECONCRETEAPRON)
1 1/2" METAL ROOF DECK ;SEE STRUCTURALDRAWINGS, PAINT PT-905
CONTINOUS RETAINER CLIP
PRE-FINISHED METAL DRIPEDGE; 2 3/4" FACE HEIGHT
MEMBRANE FLASHING
CONTINOUS BEAD LAPSEALANT
2X WD BLOCKING
EXISTING STAIRTOWER # 3
PLAN
EXTERIOR
2 1/4"
5 1/4"
4 1/2"
FACE OF CONCRETEWALL (BELOW)
DOOR AND FRAME ASSCHEDULED
FILL JAMB W/ BATTINSULATION
BACKER ROD &SEALANT (EACH SIDE)
MASONRY JAMBANCHOR
ALUMINUM THRESHOLD(BELOW)
TREADPLATE (BELOW)
WE
EK
S
EN
GIN
EE
RIN
G23 CENTRAL ST.
MORAVIA, NEW YORK 13118
PHONE: 315-4
97-9897
FAX: 315-497-9
918
www.weekseng
ineering
.com
seal of a Professiona
l Architect, En
gineer
specifications, plats or reports to which
the
Surveyor to alter In any way; any plans,
acting und
er the
direction of a Licensed
Educa
tion Law for any person unless
Subdivision
2, of the
New
Yo
rk State
DATE:
CAD FILE NO.:
or Surveyor has
been ap
plied.
Professional Architect, Engineer , or
It is a
violation
of Section
7209,
REVISIONS AND DESCRIPTIONS
NO.
DATE:
WEEKS ENGINEERING
2015
PROJECT NO.
SHEET NO.
WARNING:
Copyright
c
ITH
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OLLE
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EN
TE
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NT
AD
DIT
ION
ARCHITECTUREENGINEERINGSITE & PLANNING
450 SO. SALINA ST. PO BOX 29SYRACUSE, NEW YORK 13201-0029TEL 315.472.7806 FAX 315.472.7800
Q P K
D E S I G N
SE
CT
ION
S -
WA
LL
A-301
Nov. 2015
215084.00
SCALE: 1 1/2" = 1'-0"1
WALL SECTIONSCALE: 1 1/2" = 1'-0"
2WALL SECTION
SCALE: 1 1/2" = 1'-0"4
DETAIL - AREAWAY DOORSCALE: 1 1/2" = 1'-0"
5DETAIL - STAIR TOWER 3 DOOR
SCALE: 1 1/2" = 1'-0"3
DETAIL - CANOPY ROOF EDGE
1/4" PER 1'-0"
SLOPE
W1
WVA
EXIT PASSAGEWAYHP2
HEATING PLANTHP1
1 A2 A
1 A 1 A
EXISTING STAIR
2" VERTICAL EXPANSIONJOINT
FIRE TREATED WOODBLOCKING
SHAFT WALL ASSEMBLYAS SCHEDULED
EXISTING BRICK VENEER
FILL VOID W/ MINERALWOOL INSULATION
DOOR AND FRAME ASSCHEDULED
FILL JAMB W/ MINERALWOOL INSULATION
BACKER ROD &SEALANT (EACH SIDE)
TEARAWAY BEAD(TYPICAL)
RETURN GWB TOEXPANSION JOINT
CORNER BEAD(TYPICAL)
BACKER ROD & FIRESEALANT (EACH SIDE)
MASONRY JAMB ANCHOR
G11
HEATING PLANTHP1
3 5/16" 1'-0" 2 1/2"
8 5/8"
1"2 1/2"
9 3/8"
9 15/16"
G10.9
3/4" FIRE TREATEDPLYWOOD (BELOW)
LINE OF EXISTINGCONCRETE RETAININGWALL (DASHED)
3/8"
6" COLD FORMED METALSTUDS @ 16" OC
5/8" GWB
5/16" FIBER CEMENT PANEL
7/8" VERTICAL METALFURRING; COORDINATESPACING TO MATCHFASTENER LAYOUT; PAINT PT-904
2" FOIL FACED RIGIDINSULATION; TAPE ALLJOINTS, PAINT PT-904
EXISTING CONCRETE WALL
BACKER ROD & SEALANT
3/8"2 5/8"
2 15/16"
3/8"
FORMED METAL VERTICALFURRING
TAPE SEAL RIGIDINSULATION TO EXISTINGCONCRETE WALL W/ SELFADHERED BUTYLFLASHING TAPE
SEE ELEVATION
G9
1/2" SHIM SPACE
BACKER ROD & SEALANT; FULL PERIMETER OFAREAWAY AT OPENING
5/8" GWB; CUT TO MATCH PROFILE OF EXISTINGARCHED AREAWAY CEILING; LEAVE 3/8" GAP
FILL FRAME W/ BATT INSULATION
3/8" 8 3/4" 3/8"
FORMED METAL VERTICALFURRING
TAPE SEAL RIGID INSULATIONTO EXISTING CONCRETEWALL W/ SELF ADHEREDBUTYL TAPE FLASHING
7/8" VERTICAL METALFURRING; COORDINATESPACING TO MATCHFASTENER LAYOUT;PAINT PT-904
9 13/16"
5/16" FIBERCEMENT PANEL
2" FOIL FACED RIGIDINSULATION; TAPE ALLJOINTS, PAINT PT-904
6" METAL STUDFRAMING @ 12" OC EXISTING CONCRETE AREWAY WALL/CEILING
BACKER ROD & SEALANT (EACH SIDE)
EXISTINGAREAWAY
ALUMINUM THRESHOLD(BELOW)
PRE-FINISHED METALCLOSURE PANEL; TUCKBEHIND DOOR FRAME &FIBER CEMENT PANEL
4" 5 1/4"
DOOR AND FRAME AS SCHEDULED
TEARAWAY BEAD (TYPICAL)
STEEL TUBE; SEE STRUCTURAL DRAWINGS
MINERAL WOOL INSULATION
WVA
EXIT PASSAGEWAYHP2
HEATING PLANTHP1
2 A 1 A
3 5/16"
5 1/4"
1 3/8"
FILL FRAME W/ BATT INSULATION
BACKER ROD & SEALANT (EACH SIDE)
PRE-FINISHED METALCLOSURE PANEL; TUCKBEHIND DOOR FRAME &FIBER CEMENT PANEL
DOOR AND FRAME AS SCHEDULED
FORMED METAL VERTICALFURRING
7/8" VERTICAL METAL FURRING;COORDINATE SPACING TO MATCHFASTENER LAYOUT; PAINT PT-904
5/16" FIBER CEMENTPANEL
2" FOIL FACED RIGID INSULATION;TAPE ALL JOINTS, PAINT PT-904
6" COLD FORMEDMETAL STUDS @ 16"OC
5/8" GWB
EXISTING CONCRETE WALL(BELOW)
FILL STUD FRAMING W/BATT INSULATION @JAMBS & HEAD
CONCRETE FLOOR SLAB; SEESTRUCTURAL DRAWINGS
2" VERTICAL EXPANSION JOINT
ALUMINUM THRESHOLD (BELOW)
2
A-502
________
BACKER ROD & SEALANT(EACH SIDE)
2X WD BLOCKING
3/4" 1 1/4"
WVA
EXIT PASSAGEWAYHP2
HEATING PLANTHP1
2 A 1 A
3 5/16"
5 1/4"
3/4"
10"
CONCRETE CURB; SEESTRUCTURAL DRAWINGS
LINE OF FIBER CEMENTPANEL (ABOVE)
EXISTING CONCRETE WALL(BELOW)
BACKER ROD & SEALANT(EACH SIDE)
CONCRETE FLOOR SLAB; SEESTRUCTURAL DRAWINGS
SHAFT WALL ASSEMBLY ASSCHEDULED
2
A-502
________
3/8" 1'-8" 3/8"
FIRE SEALANT
2" VERTICAL EXPANSIONJOINT (ABOVE)
CONCRETE CURB; SEESTRUCTURAL DRAWINGS
9 5/8"AS SCHEDULED
6
A-551
________
3/8"
FILL FRAME W/ BATT INSULATION
BACKER ROD & SEALANT (EACH SIDE)
DOOR AND FRAME AS SCHEDULED
ALUMINUM THRESHOLD (BELOW)
WE
EK
S
EN
GIN
EE
RIN
G23 CENTRAL ST.
MORAVIA, NEW YORK 13118
PHONE: 315-4
97-9897
FAX: 315-497-9
918
www.weekseng
ineering
.com
seal of a Professiona
l Architect, En
gineer
specifications, plats or reports to which
the
Surveyor to alter In any way; any plans,
acting und
er the
direction of a Licensed
Educa
tion Law for any person unless
Subdivision
2, of the
New
Yo
rk State
DATE:
CAD FILE NO.:
or Surveyor has
been ap
plied.
Professional Architect, Engineer , or
It is a
violation
of Section
7209,
REVISIONS AND DESCRIPTIONS
NO.
DATE:
WEEKS ENGINEERING
2015
PROJECT NO.
SHEET NO.
WARNING:
Copyright
c
ITH
AC
A C
OLLE
GE
GA
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ET
T C
EN
TE
RH
EA
TIN
G P
LA
NT
AD
DIT
ION
ARCHITECTUREENGINEERINGSITE & PLANNING
450 SO. SALINA ST. PO BOX 29SYRACUSE, NEW YORK 13201-0029TEL 315.472.7806 FAX 315.472.7800
Q P K
D E S I G N
DE
TA
ILS
- E
XT
ER
IOR
A-501
Nov. 2015
215084.00
SCALE: 1 1/2" = 1'-0"4
PLAN DETAIL - INT DOORS
SCALE: 1 1/2" = 1'-0"2
PLAN DETAIL - EXTERIOR WALLSCALE: 1 1/2" = 1'-0"
1PLAN DETAIL - AREA WAY JAMB
SCALE: 1 1/2" = 1'-0"3
PLAN DETAIL - EXT DOORS HIGH
SCALE: 1 1/2" = 1'-0"5
PLAN DETAIL - EXT DOORS LOW
TO STEEL
9'-0"
STEEL ANGLE; FULL PERIMETEROF DECK OPENING; SEESTRUCTURAL DRAWINGS
DUAL BODY ROOF DRAIN W/INTEGRAL OVERFLOW; SEEPLUMBING DRAWINGS
CL DRAIN2'-0" DRAIN SUMP
CONTINUE ROOF MEMBRANEMINIMUM 1/2" BEYOND CLAMPINGRING
DRAIN
OVERFLOW
SECURE ROOF DRAIN BODY TOROOF DECK / OPENING FRAMINGPER MANUFACTURERSRECOMMENDATION
W1
TO THIRD FLOOR
32'-6"
TO STEEL
9'-0"
2" SHIM SPACE
2"
4"
FILL VOID W/ MINERAL WOOLINSULATION
2 HR RATED HEAD OF WALLASSEMBLY
SHAFT WALL ASSEMBLY ASSCHEDULED
STEEL BEAM; SEESTRUCTURALDRAWINGS
MINIMUM
8"
EXISTING BRICK VENEER
MEMBRANE FLASHING
2X WD BLOCKING
SHIM EXISTING BRICK REVEAL FLUSH W/ADJACENT MASONRY
2" EXPANSION JOINT
TERMINATION BAR; ALIGN W/ EXISTINGTERMINATION BAR
BOILER FLUE; SEEMECHANICAL DRAWINGS
CONTINUOUSBEAD SEALANT
STEEL TUBE FLUE BRACKET; ANCHOR TOGANNETT CENTER (BEHIND), HOT DIPGALVANIZE, SEE STRUCTURAL DRAWINGS,2/A-201 FOR SPACING(TYPICAL PER 3)
ANGLE RING GUIDE BY FLUEMANUFACTURER; SEE 2/A-201 FORSPACING, (TYPICAL PER 3)
STORM COLLAR BY FLUEMANUFACTURER
FLAT ROOF FLASHING BYFLUE MANUFACTURER
1" MININSULATED THIMBLE ASREQUIRED BY FLUEMANUFACTURER
2" MIN
SPRAY APPLIEDFIREPROOFING; TYPICAL
CONTINOUS BEAD LAPSEALANT
TERMINATE MEMBRANEFLASHING BENEATH COLLAR
2'-4 1/2"
CL BOILER FLUE
MIN2"
G11
2X WD BLOCKING
9'-4"
EXISTING SINGLE PLYMEMBRANE ROOF ASSEMBLY(WRAPPED UP & OVER PARAPET)
TO STEEL
9'-0"
G10.9
FIREPROOFING(BEYOND)
SPRAY APPLIEDFIREPROOFING; ALLSTRUCTURE & ROOF DECK
STEEL CHANNEL; SEESTRUCTURAL DRAWINGS
EXISTING ROOFDECK
4"
CONTINUOUS BEAD SEALANT
1'-0" ±
(2) LAYERS 1/2"COVERBOARD; FILLEXISTING VOID
WRAP MEMBRANE UP & OVEREXISTING PARAPET &TERMINATE OVER EXISTINGMEMBRANE
EXISTING CONCRETEWALL/PARAPET
MEMBRANEEXPANSION TUBE
SINGLE PLYMEMBRANE
WV
TO STEEL
9'-0"
TERMINATION BAR; ALIGN W/TERMINATION BAR (BEYOND,NOT SHOWN)
FILL VOID W/ MINERAL WOOLINSULATION
2 HOUR FIRE RATED JOINTSYSTEM
EXISTING BRICK VENEER
2X WD BLOCKING
2" EXPANSION JOINT
MINIMUM
8"
2"
EXISTING BRICK REVEAL; SHIM FLUSHW/ ADJACENT MASONRY ATLOCATIONS W/ VERTICAL EXPANSIONJOINT (NOT SHOWN)
CONTINUOUS BEAD SEALANT
4"
SHAFT WALL ASSEMBLY ASSCHEDULED
7'-6"CEILING RUNNER
CEILING WALL TRACK
1/2" GWB
EXG GRADE
0"
1 1/4"
3/4"
5 3/4"
CONCRETE CAP; SEESTRUCTURAL DRAWINGS
NYSDOT TYPE 2 COMPACTEDSUBBASE MATERIAL
COMPACTED SUBGRADE
GEOTEXTILESEPARATIONFABRIC
6"
CONCRETE FLOOR SLAB; SEESTRUCTURAL DRAWINGS
COMPRESSIBLE FILLER
5/8" GWB
TEARAWAY BEAD (TYPICAL)
CONTINOUS BEAD SEALANT(EACH SIDE)
EXISTING CONCRETERETAINING WALL
SILL SEALER (TYPICAL)
6" COLD FORMEDMETAL STUDS @ 16" OC
2" FOIL FACED RIGIDINSULATION; TAPE ALLJOINTS; PAINT PT-904
5/16" FIBER CEMENT PANEL
7/8" VERTICAL METAL FURRING;COORDINATE SPACING TO MATCHFASTENER LAYOUT; PAINT PT-904
FORMED METALCLOSURE/STARTER HORIZONTAL
ADJOINING LAWN;SLOPE AWAY FROMCONCRETE SLAB
4,000 PSI CONCRETE PAVEMENT
6"
SLOPE APRON AWAYFROM BUILDING
EDGE OF PAVEMENTPER PLAN
5"
MEDIUM BROOM FINISHPERPENDICULAR TO PATH OF TRAVEL,2" WIDE SMOOTH FINISH @ JOINTS &EDGES (TYPICAL)
MIN 1/4" PER 1'-0"
PERFORATED ALUMINUMVENTILATION CLOSURE
TYPICAL EXPANSION& CONTROL JOINTS
1/2" JOINT W/ BACKER ROD,COMPRESSIBLE FILLER &1/2" URETHANE SEALANT @EXG SLABS, STEPS, DOORS,DOOR SILLS
TOOLED EDGE; BOTH SIDESOF EXPANSION / CONTROLJOINT
A
TO STEEL
9'-0"
2 HOUR FIRE RATED JOINTSYSTEMUL DESIGN REFERENCED:WALL HEAD: HW-D-0513
SLIP TRACK ASSEMBLY
TAPERED RIGID INSULATION
1/2" COVERBOARD
5/8" SUBSTRATE BOARD
2 AEXIT PASSAGEWAYHP2
HEATING PLANTHP1
ROOF STRUCTURE (BEYOND)UL DESIGN REFERENCED:PENETRATION: HW-D-0495CEILING AS SCHEDULED
STEEL BEAM; SEESTRUCTURAL DRAWINGS
SPRAY APPLIEDFIREPROOFING
1 1/2" METAL ROOF DECK; SEESTRUCTURAL DRAWINGS
7'-6"
SINGLE PLY MEMBRANEUL DESIGN REFERENCED:ROOF: P701
TO STEEL
9'-0"
DUCTWORK; SEEMECHANICAL DRAWINGS
1 1/2" METAL ROOF DECK; SEESTRUCTURAL DRAWINGS
SINGLE PLY MEMBRANE
STEEL ANGLE; FULLPERIMETER OF DECK OPENING;SEE STRUCTURAL DRAWINGS
MEMBRANE FLASHING
CONTINOUS BEAD LAPSEALANT
TERMINATE MEMBRANE FLASHINGBENEATH MECHANICAL UNITCOUTNERFLASHING
ROOFTOP EQUIPMENT & CURB;SEE MECHANICAL DRAWINGS
TAPERED INSULATION CRICKET@ HIGH SIDE OF CURB(TYPICAL)
MINIMUM
8"
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EE
RIN
G23 CENTRAL ST.
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PHONE: 315-4
97-9897
FAX: 315-497-9
918
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Subdivision
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rk State
DATE:
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Professional Architect, Engineer , or
It is a
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REVISIONS AND DESCRIPTIONS
NO.
DATE:
WEEKS ENGINEERING
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PROJECT NO.
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ARCHITECTUREENGINEERINGSITE & PLANNING
450 SO. SALINA ST. PO BOX 29SYRACUSE, NEW YORK 13201-0029TEL 315.472.7806 FAX 315.472.7800
Q P K
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XT
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)
A-502
Nov. 2015
215084.00
SCALE: 1 1/2" = 1'-0"1
DETAIL - ROOF DRAIN
SCALE: 1 1/2" = 1'-0"7
DETAIL - EXPANSION JOINT / EXPANSION JOINTSCALE: 1 1/2" = 1'-0"
6DETAIL - ROOF JOINT AT EXG ROOF
SCALE: 1 1/2" = 1'-0"5
DETAIL - EXPANSION JOINT
SCALE: 1 1/2" = 1'-0"2
DETAIL - BASE OF SOUTH WALL
SCALE: 1 1/2" = 1'-0"3
DETAIL - ROOF ASSEMBLY / DELFECTION HEADSCALE: 1 1/2" = 1'-0"
4DETAIL - MECHANICAL CURB
EXG GRADE
0"
6
A-551
________
EXISTING CONCRETERETAINING WALL; PT-902
2 A
BOTTOM OF LANDINGCHANNEL (BEYOND)
STEEL CHANNEL STRINGER;HOT DIP GALVANIZE
1 1/2" PIPE GUARDRAIL; HOTDIP GALVANIZE & PAINTENTIRE ASSEMBLY
SERRATED PLANK; HOT DIPGALVANIZE
HEATING PLANTHP1
BASE AS SCHEDULED
FLOOR FINISH ASSCHEDULED
TEARAWAY BEAD
BACKER ROD & FIRE SEALANT
4" X 20GA METAL STRAPPINGOR 2X WD BLOCKING @HANDRAIL BRACKETSLANDING ON STUD WALL
ABRASIVE NOSING (BEYOND)
STEEL ANGLE TREAD SUPPORT;WELD TO STRINGER
2"
3/4"
1 1/4" PIPE HANDRAIL; HOTDIP GALVANIZE & PAINT
2'-10"
9"
3'-7"
WALL MOUNT HANDRAILW/ BRACKET
1 1/4" PIPE HANDRAIL;HOT DIP GALVANIZE &PAINT
A
.2
8 3/8"
8 3/8"
1'-4 3/4"
11 1/4" 3 7/8" 3 7/8"
(3) LAYERS 5/8" GWB
2 1/2" METAL STUDFRAMING
STEEL COLUMN; SEESTRUCTURAL DRAWINGS
2 A
CONCRETE CORBEL;SHOWN DASHED, SEESTRUCTURAL DRAWINGS(BELOW)
EXIT PASSAGEWAYHP2
HEATING PLANT
HP1
5/8" GWB; CONTINUE TOUNDERSIDE OFFIREPROOFING, FINISHTOP EDGE W/ TEARAWAYBEAD
3 5/8" METAL STUDFRAMING FROM FLOORTO UNDERSIDE OF ROOFDECK; W/ SLIP TRACK
UL DESIGN REFERENCED:COLUMN ENCOSURE: X528
W1
3
A-551
________
HEATING PLANTHP1
1 A1B
OPAQUE WINDOW FILM;APPLY TO EXTERIORSIDE OF EXISTINGGLAZING
GANNETT CENTER WHALEN CENTER FORMUSIC
EXISTINGALUMINUM/GLASSWINDOW
EXISTING MASONRYWALL
EXISTING 2" EXPANSIONJOINT
2"
HEATING PLANT FLOOR
-8'-0"
EXISTING DRAIN
EXISTING CONCRETE FOUNDATIONWALL
CONCRETE FLOOR SLAB; SEESTRUCTURAL DRAWINGS
TRENCH DRAIN; SEE PLUMBINGDRAWINGS
2" FOIL FACED RIGID INSULATION;TAPE ALL JOINTS
3/4" FIRE TREATED PLYWOOD; PAINT PT-902
PAINT EXPOSED AREAS OF EXISTINGCONCRETE PT-902
-4'-0"
BELOW EXGGRADE
2 1/2" VERTICAL METAL FURRING @16" OC (IN LINE W/ INSULATION)
HOLD INSULATION OFF OF EXISTINGWALL MINIMUM 1/2"
.
EXG GRADE
0"
.2
7
A-551
________
STEEL CHANNEL STRINGER;HOT DIP GALVANIZE ENTIREASSEMBLY
1 1/4" PIPE HANDRAIL; HOT DIPGALVANIZE, PAINT PT-903
SERRATED PLANKGRATING; HOTDIP GALVANIZE
ALIGN PLANK GRATING W/ TOPOF FLOOR SLAB @ GRADE
ABRASIVE NOSING
HEATING PLANTHP1
2"
1" 11"4 1/2"
.
HOLD INSULATION & PLYWOODMIN 1/2" FROM UNDERSIDE OFSTAIR ASSEMBLY
EXISTING CONCRETE FOUNDATIONWALL
2" FOIL FACED RIGIDINSULATION; TAPE ALL JOINTS
3/4" FIRE TREATED PLYWOOD;PAINT PT-902
2 1/2" VERTICAL METAL FURRING@ 48" OC (IN LINE W/INSULATION)
HOLD INSULATION OFF OFEXISTING WALL MINIMUM 1/2"
SEE 1/A-551 FOR CONTINUATIONOF INSULATION & PLYWOOD
.
CONCRETE WALL CAP; SEESTRUCTURAL DRAWINGS
CONCRETE APRON;SEE 2/A-502
ALUMINUM THRESHOLD W/STAINLESS STEEL FASTENERS SETIN CONTINUOUS BED OF SEALANT
2 HR FIRE BARRIER;PAINT PT-902(BEYOND)
CONTINOUS BEAD SEALANT
1/2" COMPRESSIBLE FILLER
PRE-FINISHED METALCLOSURE PANEL; TUCKBEHIND DOOR FRAME &FIBER CEMENT PANEL
5/16" FIBER CEMENT PANEL
DOOR AND FRAME ASSCHEDULED
STEEL ANGLE TREAD SUPPORT;WELD TO STRINGER
STEEL CHANNEL; EXPANSIONBOLT TO CONCRETE CAP
2'-10"
1'-0"
EXTENSIONTOP & BOTTOM
EXG GRADE
0"
W1
OPAQUE WINDOW FILM;APPLY TO EXTERIORSIDE OF EXISTINGGLAZING
EXISTING ALUMINUM/ GLASS WINDOW
EXISTING CONCRETEBEAM / CEILING
SHAFT WALLASSEMBLY ASSCHEDULED
1BHEATING PLANT
HP1
RETURN (3) LAYERSTYPE C 1/2" GWB
STEEL ANGLE; SEESTRUCTURALDRAWINGS
FILL VOID W/ MINERALWOOL INSULATION
3" X 1/2" STEELPLATE RAIL
EXPANSION BOLT CLIP ANGLETO EXISTING CONCRETEWALL
EXISTING STAIRTOWER # 3
MIN EXTEN
SION
3'-6"
(ALIGN TOP RUNG W/ PLATFORM / EXG SILL)
(6) RUNGS @ 11" = 5'-6"
EXISTING CONCRETEFLOOR SLAB
2 1/2" X 1/4" BENT STEELPLATE BRACKETS; WELD TOLADDER RAIL
EASE RAIL ENDS
NOTE: PAINT ENTIREASSEMBLY PT-903
7"
EXPANSION BOLT CLIP ANGLETO EXISTING FLOOR SLAB
2 X 2 X 1/4" STEEL CLIP ANGLE;WELD TO LADDER RAIL
1" KNURLED STEEL RUNGS
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G23 CENTRAL ST.
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seal of a Professiona
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Educa
tion Law for any person unless
Subdivision
2, of the
New
Yo
rk State
DATE:
CAD FILE NO.:
or Surveyor has
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Professional Architect, Engineer , or
It is a
violation
of Section
7209,
REVISIONS AND DESCRIPTIONS
NO.
DATE:
WEEKS ENGINEERING
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PROJECT NO.
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A-551
Nov. 2015
215084.00
SCALE: 1 1/2" = 1'-0"7
DETAIL - STAIR LANDING
SCALE: 1 1/2" = 1'-0"2
PLAN DETAIL - INTERIOR COLUMNSCALE: 1 1/2" = 1'-0"
4PLAN DETAIL - WINDOW INFILL
SCALE: 1 1/2" = 1'-0"1
DETAIL - PERIMETER DRAIN
SCALE: 1 1/2" = 1'-0"6
DETAIL - STAIR SECTION
SCALE: 1 1/2" = 1'-0"3
DETAIL - SHAFT WALL ASSEMBLY
SCALE: 3/4" = 1'-0"5
DETAIL - LADDER SECTION
100 CARPETNOT USED
200 TILENOT USED
300 RESILIENT FLOORINGNOT USED
400 BASE (VB)401 (VB) VINYL, 4" COVE, COLOR: TBD
500 PLASTIC LAMINATENOT USED
600 ACOUSTICAL CEILINGNOT USED
700 WALLCOVERINGSNOT USED
800 JOB SPECIFICNOT USED
900 PAINT, TRAFFIC COATING (PT, TC)901 (PT) SHERWIN WILLIAMS, COLOR: TBD, FLAT (CEILING)902 (PT) SHERWIN WILLIAMS, COLOR: TBD, EGGSHELL (WALLS)903 (PT) SHERWIN WILLIAMS, COLOR: TBD, SEMI-GLOSS (DOORS, FRAMES, STAIR STRINGERS, RAILINGS)904 (PT) SHERWIN WILLIAMS, COLOR: BLACK, FLAT
(FOIL FACED RIGID INSULATION, HORIZONTAL METAL FURRING, VERTICAL METAL FURRING)905 (PT) SHERWIN WILLIAMS, COLOR: TBD, SEMI GLOSS (CANOPY FRAMING)906 (TC) SIKAFLOOR MERFLEX BROADCAST, COLOR: TBD
H1
PRE-FINISHEDPERFORATED METALFLASHING W/ HEMMEDEDGE
CONTINOUS BEADSEALANT
DOOR AND FRAME ASSCHEDULED
PRE-FINISHED CLOSUREPANEL (BEYOND)
SEALANT EA SIDE(TYPICAL)
RETURN GWB ATDOOR HEAD
FILL VOID W/ BATTINSULATION
GWB JAMB RETURN(BEYOND)
H2
DOOR AND FRAME ASSCHEDULED
SEALANT EA SIDE(TYPICAL)
RETURN (3) LAYERSTYPE C 1/2" GWB
FILL VOID W/ MINERALWOOL INSULATION
2" VERTICAL EXPANSIONJOINT
EXISTING STEEL LINTEL;PAINT
EXISTING MASONRYWALL
3 5/16"
ALUMINUM SILL(BELOW)
PRE-FINISHED METALCLOSURE PANEL; TUCKBEHIND LOUVER FRAME& FIBER CEMENT PANEL
LOUVER; SEEMECHANICAL DRAWINGS
ALIGN W/ PANEL JOINTSABOVE & BELOW
DUCTWORK; SEEMECHANICAL DRAWINGS
GWB JAMB RETURN
PLAN DETAIL
PERFORATED ALUMINUMVENTILATION CLOSURE
5/16" FIBER CEMENTPANEL
LOUVER; SEEMECHANICAL DRAWINGS
RETURN GWB ATDOOR HEAD
FILL VOID W/ BATTINSULATION
3/8"
DUCTWORK; SEEMECHANICAL DRAWINGS
ALIGN W/ BOTTOM OFPANELS BEYOND
1/2"
1 3/4"
1/2"
PRE-FINISHED CLOSUREPANEL (BEYOND)
PRE-FINISHED METAL SILLW/ HEMMED EDGE; TUCKUNDERNEATH LOUVER
WD BLOCKING
CONTINOUS BEAD SEALANT;FULL PERIMETER OFLOUVER
SECTION
W
H
F
SCHEDULED
AS
AS SCHED
ULED
1
2" *
DOORS FRAMES
*4" HEAD WHERENOTED
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G23 CENTRAL ST.
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PHONE: 315-4
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seal of a Professiona
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the
Surveyor to alter In any way; any plans,
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Educa
tion Law for any person unless
Subdivision
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New
Yo
rk State
DATE:
CAD FILE NO.:
or Surveyor has
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plied.
Professional Architect, Engineer , or
It is a
violation
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7209,
REVISIONS AND DESCRIPTIONS
NO.
DATE:
WEEKS ENGINEERING
2015
PROJECT NO.
SHEET NO.
WARNING:
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ARCHITECTUREENGINEERINGSITE & PLANNING
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OR
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SCHEDULE-DOOR
DR NO
DOOR FRAME
RATING REMARKSDR WIDTH DR HEIGHT P1 WIDTH P1 TYPE P2 WIDTH MAT FINISH COLOR TYPE MAT FINISH COLOR HEAD JAMB THRESHOLD
101A 3'-8" 7'-0" 3'-8" F 0" HM PT 903 1 HM PT 903 H1 SEE 5/A-501 SEE 5/A-501 -
101B 3'-0" 7'-0" 3'-0" F 0" HM PT 903 1 HM PT 903 SEE4/A-301
SEE 1/A-501 SEE4/A-301 -
102B 3'-8" 7'-0" 3'-8" F 0" HM PT 903 1 HM PT 903 H2 SEE 4/A-501 SIM 5/A-501 90 MIN 4" DOOR HEAD
ST 1 3'-4" 6'-8" 3'-4" F 0" HM PT 903 1 HM PT 903 SEE5/A-301
SEE 5/A-301 SEE 5/A-301 - FIT EXISTING OPENING
ST 2 3'-8" 7'-0" 3'-8" F 0" HM PT 903 1 HM PT 903 H1 SEE5/A-501 SEE 5/A-501 -
SCHEDULE-ROOM FINISH
ROOM NUMBER ROOM NAME
FLOOR BASE WALL CEILING
COMMENTS MATERIAL FINISH COLOR MATERIAL COLOR MATERIAL FINISH COLOR MATERIAL FINISH COLOR
HP1 HEATING PLANT CONCRETE 906 TBD VB 401 GWB / EXGCONC
PAINT 902 - PT 901 ALL STRUCTURE TO RECEIVE SPRAY APPLIED FIREPROOFING, PAINT ALL WALLS NEW AND EXISTING, PAINT EXPOSED FIREPROOFING, PROVIDENON-SLIP TRAFFIC COATING ON FLOORS
HP2 EXIT PASSAGEWAY CONCRETE SEALER - VB 401 GWB PAINT 902 GWB PT 901 ALL STRUCTURE SHALL RECEIVE SPRAY APPLIED FIREPROOFING
SCALE: 12" = 1'-0"1
FINISH LEGEND
SCALE: 1 1/2" = 1'-0"5
DOOR HEADSSCALE: 1 1/2" = 1'-0"
6DETAIL - LOUVER HEAD, SILL, & JAMB
NOTE: SEE PROJECT SPECIFICATIONS FOR HARDWARE TYPES AND LOCATIONS
SCALE: NO SCALE2
ROOM FINISH SCHEDULE
SCALE: NO SCALE4DOOR SCHEDULE
SCALE: 1/4" = 1'-0"3
DOOR / FRAME TYPES
MECHANICAL SYMBOLS MECHANICAL ABBREVIATIONS
PROVIDE ALL CUTTING AND PATCHING, EXCEPT OTHERWISE SPECIFIED,
REQUIRED TO PERFORM THE WORK SHOWN ON CONTRACT DRAWINGS.
PROVIDE PATCHING AND PAINTING AS REQUIRED TO MATCH EXISTINGSURFACES; THE OWNER'S REPRESENTATIVE WILL DETERMINE WHETHER THE
CUTTING, PATCHING AND PAINTING HAS BEEN EXECUTED PROPERLY.
AT NO ADDITIONAL COST TO THE OWNER, REMOVE AND REPLACE WORK
WHICH, IN THE JUDGMENT OF THE ENGINEER/OWNER HAS BEEN INSTALLED IN
UNSATISFACTORY MANNER.
PROVIDE CLEARANCE AROUND EQUIPMENT TO ELEMENTS OF PERMANENT CONSTRUCTION, INCLUDING
OTHER INSTALLED EQUIPMENT WHICH IS SUFFICIENT TO ALLOW INSPECTION, SERVICE, REPAIR AND
REPLACEMENT WITHOUT REQUIRING THE REMOVAL OF SUCH PERMANENT CONSTRUCTION.
UNLESS OTHERWISE NOTED, PROVIDE (AT A MINIMUM) THE EQUIPMENT MANUFACTURER'S RECOMMENDED
SERVICE CLEARANCES.
ACCESS & SERVICE
THE CONTRACTOR SHALL EMPLOY THE SERVICES OF THE FOLLOWING
FIRM TO PERFORM THE CONTROL RELATED WORK OF THIS PROJECT.
NO SUBSTITUTIONS.
- DAY AUTOMATION COMPANY
EQUIPMENT DESIGNATIONS SHOWN ARE FOR REFERENCE PURPOSES DURING CONSTRUCTION ONLY.
COORDINATE ACTUAL EQUIPMENT DESIGNATIONS WITH OWNER PRIOR TO EQUIPMENT LABELING.
EQUIPMENT DESIGNATIONS
NEATLY CORE DRILL ALL PIPE PENETRATIONS THRU WALLS AND FLOORS. FIRE SEAL ALL PENETRATIONS
WITH FIRE RATED CAULK. OVERCUTS ARE NOT ALLOWED. IT IS THE CONTRACTORS RESPONSIBILITY TO
REPAIR ANY PENETRATIONS DEEMED UNSUITABLE BY THE OWNER/ENGINEER, TO THE OWNER/ENGINEERS
SATISFACTION.
MASONRY WALL/FLOOR PENETRATIONS
CUTTING & PATCHING NOTE
CONTROLS SUBCONTRACTOR NOTE
THE CONTRACTOR SHALL EMPLOY THE SERVICES OF ONE OF THE
FOLLOWING TO PERFORM THE ELECTRICAL RELATED WORK OF THIS
PROJECT. NO SUBSTITUTIONS.
- MATCO ELECTRIC, ITHACA, NEW YORK
- JOHN MILLS ELECTRIC, ELMIRA HEIGHTS, NEW YORK
ELECTRICAL SUBCONTRACTOR NOTE
WATER TREATMENT
WATER TREATMENT IS THE RESPONSIBILITY OF THE OWNER -ITHACA COLLEGE. THE CONTRACTOR SHALL COORDINATE THE
INTRODUCTION OF RAW CITY WATER INTO THE SYSTEM(S)
WITH THE OWNER. THE OWNER SHALL PROVIDE ALL REQUIRED
CHEMICALS. THE HVAC CONTRACTOR SHALL MINIMIZE THE
REMOVAL AND LOSS OF TREATED WATER FROM THE SYSTEM.OWNER IS RESPONSIBLE FOR TESTING AND MAINTAINING THE
DESIRED WATER CHEMISTRY THROUGHOUT THE DURATION OF
THE PROJECT.
ALL PIPING & EQUIPMENT SUPPORTS THAT WILL BE IN CONTACT WITH
THE BOILER ROOM CONCRETE FLOOR AND/OR CONCRETEEQUIPMENT PADS SHALL BE OF HOT DIPPED GALVANIZED MATERIAL.
SUPPORT NOTE
THIS PROJECT REQUIRES THE TEMPORARY SHUTDOWN OF HVAC SYSTEMS.
CONTRACTOR SHALL COORDINATE THE TIMING AND DURATION OF ALL HVAC
SYSTEM SHUTDOWNS WITH THE ITHACA COLLEGE FACILITIES DEPARTMENT
REPRESENTATIVE.
HVAC SYSTEM SHUTDOWNS
ALL HVAC PIPING SYSTEMS WHICH ARE MODIFIED BY THIS PROJECT WITH
RELOCATED PIPING; NEW PIPING; NEW EQUIPMENT, ETC. SHALL BE CLEANED
AND FLUSHED OF ALL FOREIGN MATERIALS PRIOR TO BEING RETURNED TO
NORMAL OPERATION. THE CONTRACTOR SHALL PROVIDE ALL LABOR AND
MATERIAL REQUIRED TO CLEAN AND FLUSH THE MODIFIED PIPING SYSTEMS.
CONTRACTOR SHALL REMOVE, CLEAN AND RE-INSTALL ALL STRAINERS
FOLLOWING THE CLEANING AND FLUSHING PROCESS AND PRIOR TO
RETURNING THE SYSTEMS TO NORMAL OPERATION.
CLEANING & FLUSHING
THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL
RIGGING NECESSARY TO REMOVE & PROVIDE THE SPECIFIEDEQUIPMENT, MATERIALS, PIPING, ETC. TO & FROM THE
MECHANICAL ROOM USING THE EXISTING OPENINGS.
RIGGING NOTE
THE CONTRACTOR IS REQUIRED TO SUBMIT COORDINATION SHOP DRAWINGS
SHOWING ALL TRADES. DRAWINGS SHALL INCLUDE ELEVATIONS ABOVE
FINISHED FLOOR FOR ALL PIPING (INCLUDING PLUMBING AND FIRE
PROTECTION), DUCTWORK AND BREECHING. COORDINATION SHOP DRAWING
SHALL BE SUBMITTED FOR ENGINEER REVIEW PRIOR TO FABRICATION OR
INSTALLATION.
SHOP DRAWINGS
WE
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NG
INE
ER
ING
23 C
ENTR
AL
STR
EET
MO
RAVIA
, NEW
YO
RK
13118
PHO
NE:
315-4
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897
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315-4
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918
e-m
ail -
info
@wee
ksen
gine
erin
g.co
m
M100
KEY PLAN
EXIST. AHU-1 REMAINS
EXIST. AHU-2 REMAINS
5" 5"
5"
1 1
2"
2 1/2"2 1/2"
7
6
4
2
2
4"4"
212"
2 1/2"
3"
3"
5
3
3
48
8
2"
212"
EX. AREAWAY
STAIRWELL
EX CRAWLSPACE
EX. CRAWLSPACE
EX. MECH. RM.
MECH. RM.
13
5
3"
2 1/2"
10
13
9
2 1/2"
9
13
2
212"
55
2 1/2"
CRAWLSPACE
6
NOTE: EXISTING
CHILLED WATER PIPING,
PUMPS, CONTROLS, ETC.REMAIN.
11
1212
14
REMOVE EXISTING HIGH TEMP HEATING WATER HEAT EXCHANGER, SUPPORTS, ASSOCIATED PIPING, VALVES & CONTROLS.
REMOVE EXISTING INLINE HEATING WATER PUMP, CONTROLS, ASSOCIATED PIPING & FITTINGS AS INDICATED BY
CROSSHATCHING.
REMOVE EXISTING 5" HEATING WATER HEADER PIPING, SUPPORTS, ETC.
REMOVE EXISTING AIR SEPARATOR, SUPPORTS, ETC.
EXISTING HEATING WATER PIPING REMAINS.
CAP AND ABANDON EXISTING 2-1/2" HIGH TEMP HOT WATER HEATING PIPING AT EXISTING WALL. REFER TO PIPE ABANDONMENT
NOTE ON THIS DRAWING.
EXISTING 2-1/2" HIGH TEMP HOT WATER HEATING PIPING REMAINS, ABANDON.
REMOVE EXISTING HEATING WATER SYSTEM COMPRESSION TANK, SUPPORTS & PIPING.
REMOVE EXISTING COLD WATER MAKEUP PIPING, PRESSURE REDUCING VALVES, RPZ VALVES, ETC... VALVE & CAP EXISTING COLDWATER MAKEUP BRANCH AT MAIN.
EXISTING 212" COLD WATER LINE REMAINS.
EXISTING MECHANICAL & ELECTRICAL EQUIPMENT LOCATED IN THIS AREA NOT SHOWN TO MAINTAIN DRAWING CLARITY.
REMOVE EXISTING BRANCH HIGH TEMP HEATING WATER LINES TO EXISTING HIGH TEMP HEATING WATER CONVERTER. REMOVEALL VALVES, SUPPORTS FITTING, ETC.
REMOVE EXISTING BASE MOUNTED HEATING WATER PUMP, SUPPORTS, PIPING ETC. EXIST. CONCRETE PAD REMAINS FOR REUSE.
KEYED DEMOLITION NOTES1
2
3
4
5
6
7
THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL
RIGGING NECESSARY TO REMOVE MATERIALS, PIPING, ETC...
FROM THE MECHANICAL ROOM USING THE EXISTING
DOOR OPENINGS AND STAIRWELL.
RIGGING NOTE
8
9
10
11
12
13
PIPE ABANDONMENT NOTE
THIS PROJECT INCLUDES THE ABANDONMENT OF EXISTING UNDER GROUND HEATING WATER PIPING. CONTRACTOR SHALL
PERFORM, AT A MINIMUM, THE FOLLOWING FOR ALL UNDERGROUND OR ABOVE GROUND ABANDONED HEATING SYSTEM PIPING.
1. DISCONNECT PIPING AT LOCATION INDICATED ON THE DRAWINGS.
2. DRAIN ALL LIQUID FROM ABANDONED SECTION OF PIPING. USE COMPRESSED AIR TO REMOVE LIQUID AND DRY PIPE INTERIOR.
3. PROVIDE GASKETED BLIND FLANGE. EQUIP BLIND FLANGE WITH 1" VALVED CONNECTION AND PRESSURE GAUGE. (SEE DETAIL).
4. AFTER ENSURING ALL MOISTURE HAS BEEN REMOVED FROM THE PIPE, INTRODUCE NITROGEN GAS TO THE ABANDONED
SECTION OF PIPE AND PRESSURIZE TO 15 PSIG.
5. CHECK PRESSURE GAUGE AFTER 24 HRS. IF PRESSURE HAS FALLEN TO 12 PSIG OR LESS, NOTIFY ITHACA COLLEGE FACILITIES.
14
PROVIDE 0 TO 50 PSIG
PRESSURE GAUGE
PROVIDE BALL VALVE
(TYP)
PROVIDE THREADED
PIPE CAP
PROVIDE 1" PIPE
CONNECTION
PROVIDE GASKETED
BLIND FLANGE
TERMINATION
PRESSURIZE ABANDONED
PIPING W/NITROGEN GAS
TO 15 PSIG
HEATING SUPPLY &
RETURN PIPE (TYP)
EXISTING RIC-WIL
CONDUIT CASING
SYSTEM REMAINS
BUILDING FOUNDATION
WALL
1/2"
1"
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M101
PIPE ABANDONMENT DETAIL (TYPICAL)
DEMOLITION PLAN
B-1
2
3
1
7
1
B-2
4
4
6
5
6
2
5
EF-1
GV-18
9
EOD
EOD
L-1
1011
WHALEN CENTER
FOR MUSIC
HEATINGPLANT
JAN.
CLOSET
12
12"Ø
13
20X14
EODEOD
12"Ø
DN
O.A. INTAKE
CORR.
HWP-1HWP-2
1
1
6"6"
6"
6"
6"
6"
6"
6"
5"
5"
5"
HWP-2
7
3
22
3
4
5
B-2
B-1
4
6
3/4"
UH-1
12"MAX
10
11
ET-1
112"
9
6"
T
HWP-1
CUH-1
T
8
FD
WHALEN CENTERFOR MUSIC
HEATING PLANT
JAN.
CLOSET
13
12
1414
FD
6
15
HW
R
HW
SH
WR
HW
S
HW
RH
WS
DNBP-2
BP-1
CORR.
3/4"
1"
112"
PROVIDE HEATING WATER SYSTEM BOILERS AS SHOWN AND SPECIFIED. REFER TO BOILER PIPING DIAGRAM FOR MOREINFORMATION. CONTRACTOR TO PROVIDE ALL RIGGING, MATERIALS & LABOR REQUIRED.
PROVIDE 6" HEATING WATER SYSTEM PIPING RETURN AND SUPPLY PIPING, SUPPORTS, FITTING ETC...
PROVIDE HEATING WATER PUMPS AS SHOWN & SCHEDULED.
PROVIDE BOILER CONDENSATE DRAIN TRAP & PVC DRAIN PIPING. SIZE PER MANUFACTURER'S SPECIFICATIONS.
PROVIDE 6" HEATING WATER SUPPLY AND RETURN HEADERS AS SHOWN.
PROVIDE 5" HEATING WATER SUPPLY AND RETURN PIPING FROM BOILER TO 6" SUPPLY & RETURN HEADERS. (TYP)
PROVIDE CONTINUOUS CONCRETE PAD BENEATH BOILERS B-1 & B-2 & HEATING WATER PUMPS. PROVIDE 4" HIGH PAD. REFER TO
PAD DETAIL ON DRAWING M106.
EXTEND 1-1/2" COLD WATER MAKEUP PIPING. PROVIDE 1-1/2" RPZ BACKFLOW PREVENTER, PRESSURE REDUCING VALVE & BYPASS.
REFER TO DETAIL ON DRAWING M107 FOR ADDITIONAL INFORMATION.
PROVIDE PARKER FILTER BAG HOUSING MODEL NUMBER CBC1S2T, 2" CONNECTIONS, WITH STAINLESS STEEL BOLTS AND LEGS.
REFER TO DRAWING M107 FOR BAG FILTER PIPING DIAGRAM.
PROVIDE 6" CONNECTION AIR SEPARATOR AS SHOWN REFER TO PIPING DIAGRAM ON M107 FOR ADDITIONAL INFORMATION.
PROVIDE EXPANSION TANK ET-1 REFER TO PIPING DIAGRAM ON DRAWING M107 FOR ADDITIONAL INFORMATION.
CORE DRILL FOUNDATION WALL. EXTEND 6" HEATING WATER PIPING INTO EXISTING JAN. CLOSET AS SHOWN. (TYP)
OFFSET HEATING WATER PIPING DOWN THRU JAN. CLOSET FLOOR LEVEL INTO EXISTING CRAWLSPACE. CORE DRILL FLOOR TO
PERMIT PASSAGE OF PIPING. REFER TO DRAWING M103 FOR CONTINUATION OF PIPING.
OFFSET PIPING DOWN & EXTEND PIPING INTO REDUCED HEIGHT MECHANICAL SPACE.
REFER TO BOILER PIPING SCHEMATICS ON DWG. M106 FOR PUMPS PIPING, VALVES & FITTINGS.
KEYED PIPING CONSTRUCTION NOTES1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
PROVIDE HEATING WATER SYSTEM BOILERS AS SHOWN AND SPECIFIED. REFER TO BOILER PIPING DIAGRAM FOR MORE
INFORMATION. CONTRACTOR TO PROVIDE ALL RIGGING, MATERIALS & LABOR REQUIRED.
PROVIDE 12"Ø SPIRAL ROUND GALVANIZED SHEETMETAL COMBUSTION AIR INTAKE DUCTWORK FOR EACH BOILER AS SHOWN
(TYP FOR 2). PROVIDE ALL PIPING, MATERIALS, CONNECTIONS, ETC.. IN ACCORDANCE WITH THE BOILER MANUFACTURER'S
SPECIFICATIONS. PROVIDE 1" THICK PREFORMED FIBERGLASS PIPE INSULATION WITH ASJ.
COMBUSTION AIR LOUVER. REFER TO DRAWING M107 FOR MORE INFORMATION.
PROVIDE 20"Ø STAINLESS STEEL DOUBLE WALL BOILER BREECHING PIPING, SUPPORTS, ETC... AS SHOWN AND SPECIFIED. (TYP FORALL)
EXTEND 12" COMBUSTION AIR DUCT DN TO BOILER INTAKE CONNECTION. CONNECT TO BOILER PER MANUFACTURER'S
SPECIFICATIONS. (TYP FOR 2)
EXTEND 14"Ø DOUBLE WALL EXHAUST VENT FROM EACH BOILER EXHAUST CONNECTION TO HORIZONTAL 20"Ø BREECHING.
(TYP FOR 2)
LOCATE 12"Ø HORIZONTAL COMBUSTION AIR DUCTWORK AS HIGH AS POSSIBLE BELOW VENT PIPING.
OFFSET 20X14 GRAVITY VENTILATOR DUCTWORK IN STRUCTURAL STEEL SPACE.
EXTEND 20X14 GRAVITY INTAKE DUCTWORK DOWN TIGHT TO WALL AND TERMINATE WITH OPEN END 12" ABOVE FINISHED
FLOOR LEVEL.
EXTEND 20" DIAMETER DOUBLE WALL BREECHING UP SIDE OF BUILDING. TERMINATE BREECHING 6' ABOVE GANNETT ROOF LINE.
PROVIDE ALL BRACKETS, HANGERS, FITTINGS, ETC... TO RESULT IN A COMPLETE SYSTEM. REFER TO ELEVATION ON DRAWING A201
FOR ADDITIONAL INFORMATION.
PROVIDE ROOF THIMBLE AND ROOF FLASHING AT ROOF PENETRATION.
PROVIDE ROOF MOUNTED EXHAUST FAN EF-1 AS SHOWN & SCHEDULED. REFER TO DETAIL ON DWG. M107 FOR ADDITIONAL
INFORMATION.
PROVIDE ROOF MOUNTED GRAVITY INTAKE VENTILATOR GV-1 AS SHOWN & SCHEDULED. REFER TO DWG. M107.
KEYED VENTING CONSTRUCTION NOTES1
2
3
4
5
6
7
8
9
10
11
12
13
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FAX:
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M102
CONSTRUCTION PLAN - VENTINGCONSTRUCTION PLAN - PIPING
EXIST. AHU-1
EXIST. AHU-2
2"
2 1/2"2 1/2"
7
2 1/2"
2 1/2"
3"
P-4
P-5
P-3
P-1
6"
P-8
B
P-8
A
6" HEATING WATER SUPPLY &
RETURN PIPING UP IN EXISTING
JANITORS CLOSET
AREAWAY
STAIRWELL
CRAWLSPACE
CRAWLSPACE
MECH. RM.
MECH. RM.
3"
2 1/2"
6"
6"
6"
2 1/2"
2 1/2"
2 1/2"
HWRHWS
6"
10
HW
S
HW
R
10
HW
S
HW
R
6
11
12
CRAWLSPACE
13
3"
13
1
6"
6"
9
9
9
8
8
7
5
5
4
3
OPEN
EX. FIRE
PROTECTIONSPRINKLER
ROOM
REFER TO DWG. M102 FOR
CONTINUATION OF PIPING
14
TYP
2 TYP
PROVIDE 6" HEATING WATER SYSTEM PIPING AS SHOWN. LOCATE PIPING AS HIGH AS POSSIBLE.
PROVIDE INLINE HEATING WATER PUMP AS SHOWN. REFER TO PIPING DETAIL ON DRAWING M107 FOR MORE INFORMATION.
EXISTING HEATING WATER PIPING TO BUILDING REMAINS.
EXTEND EXISTING HEATING WATER RETURN BRANCH PIPING & CONNECT TO 6" HEATING WATER MAIN.
EXISTING AIR HANDLING UNIT AND ASSOCIATED DUCTWORK REMAINS.
ROUTE 6" HEATING WATER SUPPLY & RETURN PIPING THROUGH EXIST. CRAWLSPACE.
EXTEND 6" HEATING SUPPLY & RETURN PIPING UP INTO EXISTING JANITORS CLOSET REFER TO DRAWING M102 FORCONTINUATION.
EXISTING FAN, DUCTWORK & ELECTRICAL LOCATED IN THIS AREA NOT SHOWN TO MAINTAIN DRAWING CLARITY.
PROVIDE 3-WAY MIXING VALVE AT THIS LOCATION. REFER TO PARTIAL HEATING PIPING ISOMETRIC FOR MORE INFORMATION.
LOCATE 6" HEATING WATER MAINS ABOVE EXISTING AIR HANDLING UNITS. OFFSET EXISTING PIPING AS REQUIRED TO ELIMINATE
CONFLICTS.
CORE DRILL EXISTING WALL TO PERMIT PASSAGE OF HEATING WATER MAINS.
CORE DRILL EXISTING FLOOR AS REQUIRED TO PERMIT PASSAGE OF PIPING UP TO EXISTING JANITORS CLOSET.
PROVIDE BASE MOUNTED HEATING WATER PUMP AS SHOWN & SPECIFIED. LOCATE PUMP ON EXIST. CONCRETE PAD. REFER TO
PIPING DETAIL ON DWG. M107.
CAP AND ABANDON EXISTING 2 1/2" HTHWS & HTHWR PIPING AT EXISTING WALL. REFER TO PIPE ABANDONMENT DETAIL ON
DWG. M101.
KEYED HEATING CONSTRUCTION NOTES1
2
3
4
5
6
7
8
9
10
11
12
13
14
SET AT 44 GPM
SET AT
51 GPM
SET AT51 GPM
SET AT
44 GPM
PROVIDE 3-WAY
CONTROL
VALVE (TYP)
P-4
P-5
HWR
6"
2 1/2"
2 1/2"
6"
REFER TO PLAN VIEW FOR
CONTINUATION OF PIPING
REFER TO PLAN VIEW FORCONTINUATION OF PIPING
6"
6"
6"
2 1/2"
2 1/2"
2 1/2"
2 1/2"
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M103
CONSTRUCTION PLAN
PARTIAL HEATING PIPING ISOMETRIC
FD-1
FD-1
C/O
SS
RD-1
C/O
C/O
S
V
FD-1
2"
V
4"
4"
4"
4"
4"
2"
4"
2
10
6
10
8
C/O
2"
S
FD-1
RD-2
4"
ST
S
9
V
TD-1
TD-1
TD-1
V
V
TD-1
4"
PITCH
PITCH
PIT
CH
PIT
CH
4"
PIT
CH
TD-1
DN
HEATING
PLANT
7
10
5
ST
10
3
11
10
4"
JAN.
CLOSET
PIT
CH
4"
2"
4" 4"
SANITARY WASTE & VENT PIPING - PROVIDE SERVICE WEIGHT NO-HUB CAST IRON & NO HUB FITTINGS
WITH STAINLESS STEEL BAND CLAMPS WITH NEOPRENE GASKETS.
DOMESTIC WATER PIPING - PROVIDE TYPE 'L' HARD TEMPER COPPER WITH WROT COPPER FITTINGS &
NO LEAD SOLDER.
BALL VALVES - FULL PORT, QUARTER TURN, TWO PIECE, BRONZE BODY, STAINLESS STEEL BALL, 400 PSI
WOG BALL VALVES. NIBCO S-585-66-LF LEAD FREE
FLOOR DRAIN FD-1 - WATTS PROLINE FD46, CAST IRON FLOOR DRAIN WITH 12" SQUARE HEADY DUTY
NICKEL BRONZE TOP
FLOOR DRAIN FD-2 - WATTS DEAD LEVEL, PRE-SLOPED DRAIN SYSTEM WITH 6"WX48"L GRATE SECTIONS,
POLYPROPYLENE BODY SECTIONS. PROVIDE ALL FITTINGS & COMPONENTS AS REQUIRED TO RESULT IN
SYSTEM AS SHOWN.
UTILITY SINK US-1 - JUST MANUFACTURING 24"WX24"D, 14 GAUGE 304 STAINLESS STEEL, 16"D BASIN
WITH LEGS . PROVIDE ALL MOUNTING HARDWARE, TRAP, ETC... TRIM - AMERICAN STANDARD 7295.152
WALL MOUNT 8" CENTERS OR APPROVED EQUAL.
EMERGENCY EYEWASH EW-1 - ACORN SAFETY MODEL S0430-IWH1 WALL MOUNT EYEWASH WITH
STAINLESS STEEL BOWL, WITH INSTANTANEOUS WATER HEATER 208 VOLTS, 40 AMPS & 8320 WATTS
HOSE BIBB HB-1 - CAST BRASS HOSE BIBB WITH INTEGRAL VACUUM BREAKER.
DESIGN BASIS - WATTS MODEL HB-1
ROOF DRAIN RD-1 - EPOXY COATED CAST IRON OVERFLOW ROOF DRAIN WITH FLASHING CLAMP
FLASHING CLAMP, NO HUB OUTLET. SIZE TO MATCH CONNECTING PIPE. DESIGN BASIS - WATTS MODEL
RD-100
ROOF DRAIN RD-2 - EPOXY COATED CAST IRON OVERFLOW ROOF DRAIN WITH FLASHING CLAMP AND
4" INTEGRAL STANDPIPE, NO HUB OUTLET. SIZE TO MATCH CONNECTING PIPE. DESIGN BASIS - WATTS
MODEL RD-100-W
PLUMBING SCHEDULE
3/4"
HB-1
EW-1
HB-1
1
1 1/2"2
B-1
B-2
US-1
10
12
11
3/4"
9
9
4"
8
6
DN
HEATING
PLANT
3/4"
4"
3"
137
212" 14
JAN.
CLOSET
CORR.
PROVIDE SHUTOFF VALVES & DRAINS AT BASE OF DOMESTIC HOT WATER PIPING RISER.
PROVIDE 1 1/2" COLD WATER BRANCH LINE FOR HEATING WATER SYSTEM MAKE-UP LINE. TERMINATE WITH CAP AND BALL VALVE.
EXTEND 3/4" COLD WATER PIPING DOWN TO HOSE BIBB HB-1. LOCATE HOSE BIBB AT 36" A.F.F.
OFFSET PIPING DOWN AND EXTEND TO EXISTING JANITORS CLOSET.
OFFSET PIPING DOWN THROUGH JANITORS CLOSET FLOOR & TIE INTO EXISTING 2-1/2" COLD WATER PIPING LOCATED IN
CRAWLSPACE.
PROVIDE 3" NATURAL GAS RISER FROM UNDERGROUND GAS SERVICE. EXTEND SERVICE AND PROVIDE NATURAL GAS PRESSURE
REGULATOR & RELIEF PIPING.
EXTEND 4" NATURAL GAS PIPING IN TO BOILER ROOM AS SHOWN.
EXTEND EXTEND RELIEF VALVES FULL SIZE FROM REGULATOR AND PRESSURE RELIEF UP SIDE OF BUILDING AND TERMINATE ABOVE
ROOF. TERMINATE RELIEF PIPE OUTLETS MINIMUM 10' FROM COMBUSTION AIR INTAKE LOUVER.
PROVIDE 3" BRANCH NATURAL GAS LINE DOWN TO BOILER. TERMINATE AT BOILER NAT. GAS CONNECTION WITH 6" LONG DIRT
LEG AND VALVE.
PROVIDE UTILITY SINK INSTANTANEOUS WATER HEATER CHRONOMITE MODEL SR30/277 30 AMPS, 277 VOLT, 8310 WATTS. MOUNT
HEATER 30" A.F.F. ADJACENT TO UTILITY SINK. EXTEND 1/2" HOT WATER FROM HEATER AND CONNECT TO SINK TRIM.
PROVIDE UTILITY SINK US-1 AS SHOWN AND SPECIFIED.
PROVIDE EMERGENCY EYEWASH EW-1 & ASSOCIATED INSTANTANEOUS EYEWASH HEATER AS SHOWN AND SPECIFIED.
PROVIDE GAS SHUTOFF VALVE. PROVIDE SIGNAGE AS FOLLOWS: "MAIN GAS SHUTOFF VALVE - OPEN/CLOSE SLOWLY".
OFFSET EXISTING 2-1/2" DOMESTIC COLD WATER LINE LOCATED IN CRAWLSPACE AS REQUIRED TO PERMIT THE PASSAGE OF PIPING
& CONDUITS UP TO JANITORS CLOSET.
KEYED SUPPLY PIPING NOTES1
2
3
4
5
6
7
8
9
10
11
12
13
14
SYMBOLS LIST
PROVIDE 4" ROOF DRAIN PIPING FROM ROOF DRAINS AS SHOWN. LOCATE PIPING
HORIZONTAL PIPING AS HIGH AS POSSIBLE. OFFSET PIPING DOWN AT EXTERIOR WALL.
& EXTEND OUT TO EXTERIOR. PROVIDE CLEANOUT AT BASE OF STACK.
EXTEND 4" VENT UP THRU ROOF.
CORE DRILL EXISTING RETAINING WALL FOR STORM DRAIN PIPING. SEAL WATER TIGHTAROUND PIPING.
EXISTING 4" SANITARY WASTE LOCATED IN CRAWLSPACE BELOW EXISTING JANITORS
CLOSET. REMAINS.
PROVIDE ROOF DRAINS RD-1 & RD-2 AS SHOWN AND SPECIFIED. REFER TO
ARCHITECTURAL PLANS FOR PLACEMENT.
EXTEND 2" UNDERSLAB VENT UP TIGHT TO WALL AND OFFSET TO MAIN 4" VENT THRU
ROOF.
PROVIDE 1-1/2" WASTE & VENT FOR UTILITY SINK. MOUNT VENT STACK ADJACENT TO
UTILITY SINK.
PROVIDE FLOOR DRAIN AS SHOWN FOR EYEWASH STATION.
REFER TO DRAWING M105 FOR CONTINUATION OF UNDERGROUND STORM WATER
PIPING.
PROVIDE PERIMETER TRENCH DRAIN TD-1 AS SHOWN & SPECIFIED. LOCATE DRAIN TOP
FLUSH WITH CONCRETE FLOOR SLAB.
PROVIDE WALL SLEEVE AND EXTEND SECONDARY ROOF DRAIN THROUGH EXTERIORWALL. LOCATE SECONDARY DRAIN OUTLET 36" +/- ABOVE EXTERIOR GRADE AND
TERMINATE WITH 90° ELBOW DOWN AND AN OPEN END. PROVIDE TYPE L COPPER PIPE
FOR THE PORTION OF THE SECONDARY DRAIN LINE WHICH IS EXPOSED TO VIEW.
KEYED SANITARY WASTE & VENT NOTES1
2
3
4
5
6
7
8
9
10
11
EYEWASH HEATEREWH-1.
3/4"
1/2"
1/2"
EWH-1 DWH-1
1/2"
1/21"
REFER TO PLAN
VIEW FOR
CONTINUATION.
3/4"
UTILITY SINKHEATER DWH-1.
1/2" TEPID WATER
TO EYEWASH
STATION.
1/2" HOT & COLD
TO UTILITY SINK.
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FAX:
315-4
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918
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M104
PLUMBING PLAN - SANITARY WASTE & VENT
PLUMBING PLAN - SUPPLY PIPING
INSTANTANEOUS WATER HEATERS PIPING DIAGRAM
3
WHALEN CENTER
FOR MUSIC
GANNETT CENTER
TOWERS DINING
HALL
WEST TOWER
4
6
GANNETT CENTER
HEATING PLANT
1
2
1
1
1
1
1
7
5
4
8
3"
3"
EXISTING UNDERGROUND (PE) NATURAL GAS LINE REMAINS.
FIELD VERIFY EXACT LOCATION AND DEPTH OF EXISTING 4" (PE) NATURAL GAS LINE. CAREFULLY EXCAVATE AND EXPOSE
EXISTING 4" (PE) GAS LINE. PROVIDE HOT TAP BRANCH CONNECTION FOR 3" BRANCH LINE TO GANNETT HEATING PLANT.PROVIDE FULL PORT, BALL TYPE SHUTOFF VALVE STATION INCLUDING VALVE, SERVICE BOX, RISER WITH COVER, CONCRETE
SUPPORT, GRADE LEVEL CONCRETE APRON, ETC.
PROVIDE 3" (PE) NATURAL GAS LINE AS INDICATED. REFER TO DETAILS ON THIS DRAWING.
SAW CUT EXISTING ASPHALT PAVING ON BOTH SIDES OF EXCAVATION.
REMOVE PORTION OF EXISTING SIDEWALK AS REQUIRED TO ROUTE NATURAL GAS LINE AND STORM WATER LINE AS INDICATED.
FOLLOWING INSTALLATION OF PIPING PROVIDE NEW CONCRETE SIDEWALK SECTIONS TO MATCH EXISTING SIDEWALK.
CONCRETE WALK MATERIALS & INSTALLATION SHALL COMPLY WITH ITHACA COLLEGE STANDARDS.
PROVIDE PE TO STEEL PIPE RISER AND PROVIDE PRESSURE REGULATING/METERING STATION AS SHOWN.
PROVIDE UNDERGROUND 4" STORM WATER PIPING AND TERMINATE WITH OPEN END AT EXISTING CATCH BASIN.
PROVIDE 2 PIPE BOLLARDS TO PROTECT NATURAL GAS RISER AND REGULATOR STATION PER DETAIL ON THIS DRAWING.
KEYED NOTES1
2
3
4
5
6
7
8
FOLLOWING INSTALLATION OF
GAS LINE AND BACKFILLING
PROVIDE BINDER & TOP COATTO MATCH EXISTING ASPHALT
DRIVE
NEATLY SAW CUT EXISTING TOPCOAT AND BINDER COURSE OF
EXISTING PAVEMENT
NEATLY SAW CUT EXISTING TOP
COAT AND BINDER COURSE OF
EXISTING PAVEMENT
PROVIDE WARNING TAPE
PROVIDE TRACER WIRE
PROVIDE MINIMUM OF 4" OF
WASHED MASONRY SAND
ABOVE TOP OF PIPE LINE (TYP)
30"-36" TOTALEXCAVATION
DEPTH
FIRMLY BED 3" PENAT. GAS PIPELINE
PROVIDE 6" BEDOF WASHED
MASONRY SAND
PROVIDE APPROX. 8" WASHED
MASONRY SAND
PROVIDE COMPACTED (95%)
NATIVE BACKFILL MATERIAL
ASPHALT PAVEMENT TOP COAT
ASPHALT PAVEMENT BINDERCOURSE
NATIVE SOIL
PROVIDE ALL EXCAVATION AND BACKFILL AS INDICATED.
PE PIPE SHALL BE ACCLIMATED TO GROUND TEMPERATURE AT THE TIME OF INSTALLATION.
PE PIPE SHALL NOT BE INSTALLED ABOVE GROUND.
PE PIPE SHALL BE CONTINOUSLY SUPPORTED ON A COMPACTED BED OF WASHED MASONRY SAND. DO NOT USE BLOCKING OF
ANY KIND TO SUPPORT PIPING.
MINIMUM DEPTH OF COVER FOR PE NATURAL GAS PIPING SHALL BE 24" FROM GRADE TO TOP OF BURIED PIPE.
INSTALLATION OF PE PIPE SHALL BE IN ACCORDANCE WITH THE PIPE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS.
ALLOW FUSION JOINTS TO COOL AS REQUIRED IN THE PIPE MANUFACTURER'S JOINING PROCEDURES BEFORE STRESSING PIPE
EITHER BY LOWERING INTO TRENCH OR PRESSURE TESTING.
WHEN LOWERING PIPE IN TRENCH, PIPE SHALL NOT BE SUBJECTED TO EXCESSIVE TWISTING AND BENDING STRESSES.
ALLOW FOR CONTRACTION BY "SNAKING" PIPE FROM ONE SIDE OF THE TRENCH TO THE OTHER.
PRIOR TO BEGINNING BACKFILLING, THE ENTIRE TRENCH SHALL BE EXAMINED TO MAKE SURE THE PIPE IS CONTINUOUSLY
SUPPORTED ON WELL-COMPACTED MASONRY SAND..
INITIAL BACKFILL MATERIAL SHOULD BE PLACED AND COMPACTED IN LAYERS. BACKFILL MATERIAL WITHIN 6" OF THE PIPE SHALL
BE FREE FROM REFUSE, LARGE ROCKS, SHARP ROCKS, LARGE DIRT CLODS, CONSTRUCTION DEBRIS, STUMPS, TRASH OR ANY
MATERIAL THAT COULD CAUSE DAMAGE TO THE PIPE. THE PARTICLE SIZE SHALL NOT EXCEED THE FOLLOWING: 1/2" FOR
PIPE TO 4".
BACKFILL MATERIAL AT LEAST 6" FROM THE POLYETHYLENE PIPE SHOULD BE PLACED AND SPREAD IN APPROXIMATELY UNIFORM
LAYERS IN A MANNER AS TO FILL THE TRENCH COMPLETELY. LARGE ROCKS, CLODS AND OTHER DEBRIS GREATER THAN 3" IN
DIAMETER SHALL BE REMOVED. WHEN COMPACTING BACKFILL, SPECIAL CARE SHALL BE EXERCISED TO PREVENT DAMAGE TO THEPOLYETHYLENE PIPE. WHEN HEAVY EQUIPMENT (SUCH AS HYDROHAMMERS, VEHICLE WHEELS, ETC.) IS USED TO COMPACT
BACKFILL, PROVIDE A CUSHION OF AT LEAST 12" OF BACKFILL. PRESSURIZING THE PIPE PRIOR TO BACKFILL WILL ALSO REDUCE THE
POSSIBILITY OF CRUSHING THE PIPE.
BACKFILL MATERIALS AND PRACTICES SHOULD BE IN COMPLIANCE WITH ASTM D2774, "STANDARD PRACTICE FOR INSTALLATION
OF THERMOPLASTIC PRESSURE PIPING".
A TRACER WIRE OF #12 COPPER SHALL BE INSTALLED. THE TRACER WIRE SHALL BE LAID WITHIN 6" OF THE POLYETHYLENE PIPE
WERE PRACTICAL AND DIRECTLY ABOVE IF POSSIBLE. TRACER WIRE SHALL TRAVERSE THE ENTIRE LENGTH OF THE TRENCH AND
TERMINATE WITH AT LEAST 24" OF TRACER WIRE EXPOSED AT EACH END OF TRENCH.
WHEN TRANSPORTING WELDED PIPE SEGMENTS TO OPEN TRENCH, SPECIAL CARE SHALL BE TAKEN NOT TO DRAG PIPE OVER
ROUGH GROUND OR ROADWAY THAT CAN DAMAGE PIPE.
SPECIAL CARE SHALL BE EXERCISED DURING CONSTRUCTION TO KEEP DEBRIS OUT OF THE PIPELINE. SEALING THE ENDS OF THE
PIPELINE OR FUSING CAPS ON THE ENDS OF THE PIPELINE DURING CONSTRUCTION SHALL BE DONE AT A MINIMUM TO KEEP
DEBRIS OUT OF THE PIPELINE.
GENERAL NOTES
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M105
UTILITY SITE PLAN
POLYETHYLENE (PE) NATURAL GAS PIPE TRENCH DETAIL
PIPE BOLLARD DETAIL
HEATING
BOILER B-2
6"HWS
6"HWS
HEATING
BOILER B-1
6"HWR
NOTE: PIPING SCHEMATICS DO
NOT SHOW ALL PIPING & FITTINGS.
REFER TO PLAN VIEWS, PIPINGDIAGRAMS, DETAILS AND
MANUFACTURER'S INSTALLATION
INSTRUCTIONS FOR ALL FITTINGS
AND VALVES REQUIRED.
5"HWS
5"HWS
5"HWR
5"HWR
6" HWS
6"HWR
6"HWS
HEATING SYSTEM BOILER(S)
BUILDING MANAGEMENT SYSTEM CONTROL NOTES:
EXHAUST FAN EF- 1CONTROL SUB-CONTRACTOR NOTE
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M106
HEATING WATER BOILER PIPING ISOMETRIC
HEATING WATER BOILER PIPING DIAGRAM
UNIT HEATER & CABINET HEATER CONTROL DIAGRAM
PUMP SCHEDULE
BOILER SCHEDULE
UNIT HEATER SCHEDULE
EXPANSION TANK SCHEDULE
INTAKE VENTILATOR SCHEDULE
EXHAUST FAN SCHEDULE
LOUVER SCHEDULE
CABINET UNIT HEATER SCHEDULE
M107
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UNIT HEATER PIPING DIAGRAM
BAG FILTER PIPING DIAGRAMROOF MOUNTED EXHAUST FAN DETAIL
MAKEUP WATER & AIR SEPARATOR PIPING DIAGRAM
BASE MOUNTED PUMP DETAIL
INLINE PUMP DETAIL CONCRETE EQUIPMENT PAD DETAIL
ABBREVIATIONS AND SYMBOLS
EXISTING TIME CLOCK
EXISTING INCANDESCENT LIGHT
EXISTING COMPACT FLUORESCENT LIGHT
SURFACE MOUNTED PANEL
ELECTRICAL SYSTEMS - CODE COMPLIANCETO THE BEST OF OUR KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT THESE PLANS ANDSPECIFICATIONS WERE PREPARED IN COMPLIANCE WITH THE REQUIREMENTS OF THE NATIONAL
ELECTRIC CODE (NEC), THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), AND THE FIRE CODE
OF NEW YORK STATE.
CUTTING & PATCHING NOTEIT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL CUTTING AND PATCHING
REQUIRED.
UNLESS NOTED OTHERWISE ON THE CONTRACT DRAWINGS, PATCH ALL OPENINGS, CREATED BYDEMOLITION AND/OR CONSTRUCTION ACTIVITIES, WHICH ARE NOT BEING UTILIZED FOR
CONSTRUCTION. PATCH TO MATCH EXISTING ADJACENT CONSTRUCTION AND SURFACES IN
MATERIAL, FINISH, TEXTURE AND COLOR. THIS INCLUDES, BUT IS NOT LIMITED TO, THE PATCHING OF
ALL PENETRATIONS WHICH ARE THE RESULT OF THE DEMOLITION OF EXISTING CONDUIT, CABLETRAY, AND PIPING PASSING THROUGH WALLS, PARTITIONS, SMOKE BARRIERS, ETC...
GENERAL ELECTRICAL RENOVATION NOTESVERIFY SCOPE OF WORK: THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO SUBMITTING A BID
TO DETERMINE THE SCOPE OF WORK, AND TO BECOME FAMILIAR WITH THE EXISTING CONDITIONSTHAT WILL AFFECT THEIR WORK AND, THEREFORE, THE BID.
ALL WORK SHALL BE COMPLETED IN A CAREFUL AND ORDERLY MANNER. COORDINATE ALL WORKWITH OTHER TRADES AND OWNER'S REPRESENTATIVE.
VERIFY ALL ELECTRICAL DEVICE LOCATIONS PRIOR TO COMMENCING DEMOLITION OR
CONSTRUCTION ACTIVITIES.
PROVIDE ONLY NEW MATERIALS, CONDUIT, WIRE, DEVICES, ETC. FOR ALL CONSTRUCTION WORK.
ALL WIRE SHALL BE ROUTED WITHIN CONDUIT, IN ACCORDANCE WITH NEC.
PROVIDE NYLON PULL STRING IN ALL CONDUITS/RACEWAYS.
ELECTRICAL EQUIPMENT LOCATIONS ARE APPROXIMATE. VERIFY EXACT EQUIPMENT LOCATIONSPRIOR TO BRANCH CIRCUIT ROUGH -IN.
WHERE NEW CIRCUIT BREAKERS ARE REQUIRED FOR INSTALLATION IN EXISTING ELECTRIC PANELS,
CONTRACTOR SHALL PROVIDE CIRCUIT BREAKERS WHICH ARE COMPATIBLE WITH EXISTING ELECTRIC
PANELS. MATCH FRAME SIZES.
UPON COMPLETION OF PROJECT THE CONTRACTOR SHALL REVISE EXISTING PANELBOARD
DIRECTORY TO REFLECT ACCURATE CIRCUIT BREAKER ASSIGNMENTS.
AFTER INSTALLATION, ELECTRICAL EQUIPMENT SHALL BE PROTECTED TO PREVENT DAMAGE DURINGTHE CONSTRUCTION PERIOD. OPENINGS IN CONDUITS AND BOXES SHALL BE CLOSED AT THE END OF
EACH WORK DAY TO PREVENT THE ENTRANCE OF FOREIGN MATERIALS.
MOTOR CONNECTION LOCATIONS SHOWN ARE APPROXIMATE. VERIFY EXACT LOCATIONS PRIOR TO
FEEDER/CONDUIT ROUGH IN.
THE USE OF TYPE AC CABLE, MC CABLE, OR FLEXIBLE CONDUIT WITH CONDUCTORS IS NOT
PERMITTED, EXCEPT FOR FINAL CONNECTION TO LIGHT FIXTURES. LENGTH NOT TO EXCEED 6'.
PROVIDE CLEARANCE AROUND EQUIPMENT TO ELEMENTS OF PERMANENT CONSTRUCTION,
INCLUDING OTHER INSTALLED EQUIPMENT WHICH IS SUFFICIENT TO ALLOW INSPECTION, SERVICE,REPAIR AND REPLACEMENT WITHOUT REQUIRING THE REMOVAL OF SUCH PERMANENT
CONSTRUCTION. PROVIDE (AT A MINIMUM) THE EQUIPMENT MANUFACTURER'S RECOMMENDED
SERVICE CLEARANCES, UNLESS NOTED OTHERWISE.
COORDINATE THE FINAL LOCATION OF ALL LIGHT FIXTURES BEING INSTALLED TO AVOID CONFLICTS
WITH DUCT WORK, PIPING, FIRE PROTECTION ETC. ALL FIXTURES SHALL BE INSTALLED LEVEL ANDUNOBSTRUCTED.
EXTEND ALL CIRCUITS IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE (NEC).
PROVIDE TEMPORARY POWER TO ALL EQUIPMENT REQUIRED TO REMAIN IN OPERATION DURINGCONSTRUCTION.
UNLESS NOTED OTHERWISE, ALL CONDUIT SHALL BE ELECTRICAL METALLIC TUBING (EMT).
GALVANIZED RIGID STEEL CONDUIT (GRC) SHALL BE USED WHERE INSTALLATION OR AFTERWARDWILL BE SUBJECT TO SEVERE PHYSICAL DAMAGE.
PROVIDE LIQUID TYPE FLEXIBLE METAL CONDUIT FOR FINAL BRANCH CIRCUIT CONNECTIONS TO ALL
MOTORS AND OTHER EQUIPMENT SUBJECT TO VIBRATION. LENGTH NOT TO EXCEED 6 FEET.
ALL CONDUIT OR EQUIPMENT SUPPORTS THAT WILL BE IN CONTACT WITH BOILER ROOM CONCRETE
FLOOR AND/OR CONCRETE EQUIPMENT PAD SHALL BE OF HOT DIPPED GALVANIZED MATERIAL.
UNLESS NOTED OTHERWISE, MOUNT LIGHT SWITCHES AT 42" AFF TO BOTTOM OF DEVICE BOX.
ASSOCIATED CIRCUITRYASSOCIATED CIRCUITRY IS DEFINED AS ALL WIRE, CONDUIT, JUNCTION BOXES, WIRING DEVICES,DEVICE BOXES, FUSES, DISCONNECT SWITCHES, CIRCUIT BREAKERS, ETC. ASSOCIATED WITH THE ITEM
DESCRIBED.
AFF = ABOVE FINISHED FLOOR
SPST = SINGLE POLE SINGLE THROWEM = EMERGENCY POWER CIRCUIT
UNO = UNLESS NOTED OTHERWISE
SDP = SECONDARY DISTRIBUTION PANELNL = NIGHT LIGHT
MLO = MAIN LUG ONLY
EX = EXISTING
NEC = NATIONAL ELECTRICAL CODE (NFPA 70)EMT = ELECTRICAL METALLIC TUBING
GRC = GALVANIZED RIGID METAL CONDUIT
C/B = CIRCUIT BREAKER
COMBINATION
STARTER/DISCONNECT
DENOTES DEVICE/EQUIPMENT TO
BE REMOVED.
MOTOR ('X' IDENTIFIES MOTORHORSE POWER)
1'X4' INDUSTRIALLIGHT FIXTURE
EXISTING SURFACE
MOUNTED PANEL
MOTOR STARTER
EXISTING MOTOR
EXISTING DISCONNECT SWITCH
DISCONNECT SWITCH
EXISTING COMBINATION
STARTER/DISCONNECT
EXIT SIGN (DIRECTIONAL
ARROWS IF APPLICABLE)
EMERGENCY LIGHT FIXTURE
3-WAY SWITCH
EMERGENCY BOILER STOP SWITCH
SPST SWITCH
MANUAL MOTOR STARTER
(W/THERMAL OVERLOADS AND PILOT LIGHT)
EXISTING MANUAL MOTOR STARTER
EXISTING HORN STROBE (15 cd UNO)
EXISTING FIRE ALARM PULL STATION
EXISTING HEAT DETECTOR
EXISTING 120V RECEPTACLE
120V NEMA 5-20R DUPLEX RECEPTACLE
JUNCTION BOX
EXISTING JUNCTION BOX
HORN STROBE (15 cd UNO)
HEAT DETECTOR, FIXED TEMPERATURE
CO CARBON MONOXIDE DETECTOR
SMOKE DETECTOR
FIRE ALARM SYSTEM NOTES:
A. PROVIDE WIRING PER MANUFACTURERS REQUIREMENTS. WIRING CLASSIFICATION (CLASS A OR B) SHALL
MATCH BUILDING'S EXISTING WIRING SCHEME.
B. COMPONENTS PROVIDED FOR THIS CONTRACT MUST BE COMPATIBLE WITH EXISTING FIRE ALARM SYSTEM.
COORDINATE WORK WITH OWNER.
C. EXPAND EXISTING FIRE ALARM SYSTEM TO INCLUDE ADDITIONAL DEVICES SHOWN ON DRAWINGS.PROVIDE FIRE ALARM DEVICES TO MATCH EXISTING DEVICES USED ELSEWHERE IN THE BUILDING. PROVIDE
ALL EXPANDER PANELS, POWER SUPPLIES, RELAYS, COMPONENTS, WIRING, ETC., AS REQUIRED.
D. PROVIDE FIRE ALARM DEVICES AT LOCATIONS SHOWN AND CIRCUIT TO EXISTING FIRE ALARM CONTROLPANEL AS AND FIRE ALARM REMOTE SIGNAL EXPANDERS PANEL AS REQUIRED.
E. THE ELECTRICAL INTEGRITY OF ALL EXISTING FIRE ALARM CIRCUITS SHALL BE MAINTAINED DURING
RENOVATION WORK. PROVIDE ALL WIRING, CONDUIT AND HARDWARE REQUIRED TO MAINTAINCONTINUITY OF FIRE ALARM SYSTEM EQUIPMENT AND DEVICES REMAINING ON EXISTING CIRCUITS
OUTSIDE THE WORK AREA. PRIOR TO BEGINNING WORK, SCHEDULE FIRE ALARM SYSTEM OUTAGES WITH
OWNER AND LOCAL FIRE AUTHORITIES.
F. MAINTAIN HEAT DETECTION COVERAGE OF ALL AREAS DURING DEMOLITION AND RENOVATION
ACTIVITIES. PROVIDE TEMPORARY MOUNTING HARDWARE AND SUPPORTS AS REQUIRED TO SECURE
DETECTORS TO EXISTING BUILDING STRUCTURE. EXISTING HEAT DETECTORS MAY BE UTILIZED FOR
TEMPORARY FIRE PROTECTION. CONTRACTOR SHALL PROVIDE A FIRE WATCH DURING DEMOLITION AND
RENOVATION WORK ASSOCIATED WITH FIRE ALARM SYSTEM.
G. ALL FIRE ALARM SYSTEM COMPONENTS SHOWN SHALL BE CONNECTED TO THE EXISTING BUILDING
HEAD-END FIRE ALARM PANEL AND PROGRAMMED COMPLETE.
H. PROVIDE 120V, 20A DEDICATED BRANCH CIRCUITS TO CONTROL PANELS, TERMINAL CABINETS, ETC. AS
REQUIRED. THE CIRCUIT BREAKER SHALL BE CLEARLY MARKED "FIRE ALARM CIRCUIT CONTROL" IN THE
PANELBOARD DIRECTORY. PROVIDE BREAKER HANDLE LOCK FOR ALL FIRE ALARM SYSTEM POWER CIRCUITBREAKERS.
I. PROVIDE NYLON BUSHINGS ON BOTH ENDS OF ALL CONDUITS.
J. ALL FIRE ALARM SYSTEM JUNCTION BOXES SHALL BE PAINTED RED WITH STENCIL LETTERING INDICATING
"FIRE ALARM SYSTEM".
K. TRANSPOSING OR CHANGING COLOR CODING OF WIRES IS NOT PERMITTED. ALL CONDUCTORS IN
CONDUIT CONTAINING MORE THAN ONE WIRE SHALL BE LABELED ON EACH END WITH "E-Z MARKERS", OR
ENGINEER APPROVED EQUAL LABELING SYSTEM.
L. PROVIDE ALL COMPONENTS AND WIRING, FOR FIRE ALARM SYSTEM, NECESSARY TO PROVIDE A PROPERLY
FUNCTIONING SYSTEM WHETHER OR NOT LISTED ON DRAWINGS OR IN SPECIFICATIONS.
M. FOLLOWING COMPLETION OF WORK, CONTRACTOR SHALL TEST ALL DEVICES AND CABLING FOR PROPER
OPERATION. CONTRACTOR IS RESPONSIBLE FOR REPLACING ANY IMPROPERLY FUNCTIONING DEVICE AND
CABLING.
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E100
EXIST. PANEL 'L6' REMAINS
EXIST. PANEL 'L4' REMAINS
EXIST. PANEL 'MDP' REMAINS
EXIST. PANEL 'ML' REMAINS
EXIST. PANEL 'DPA' REMAINS
EXIST. PANEL 'DPA-2' REMAINS
EXIST. PANEL 'EML' REMAINS
EXIST. PANEL 'EM' REMAINS
P-5
P-4
P-3
P-2
P-8AP-8B
EXIST. AHU-1
AREAWAY
STAIRWELL
CRAWLSPACE
CRAWLSPACE
MECH. RM.
MECH. RM.
EXIST. AHU-2
A
A
AA AA
EXIST. FIRE ALARM PANEL REMAINS
P-5 1
1
.75
.33
1.51.5 1.5
P-4 1
P-3 2
P-2 1
P-8A 1
P-8B 1
EXIST. PANEL 'L6' REMAINS
EXIST. PANEL 'L4' REMAINS
EXIST. PANEL 'MDP' REMAINS
EXIST. PANEL 'ML' REMAINS
EXIST. PANEL 'DPA' REMAINS
EXIST. PANEL 'DPA-2' REMAINS
EXIST. PANEL 'EML' REMAINS
EXIST. PANEL 'EM' REMAINS
AREAWAY
STAIRWELL
CRAWLSPACE
CRAWLSPACE
MECH. RM.
MECH. RM.
EXIST. AHU-1
EXIST. AHU-2
ANTICIPATED ROUTING FOR HEATING
PLANT PANEL FEEDERS. PROVIDE ALL PULL
BOXES AS REQUIRED BY NEC.
34
34
34 UPUP
I3
I3
NL I3
NL
27
I3
NL
I3
I327
I3
2727
27 27 27
I327
I327
I327
8'-0"AFF
(TYP 7)
5
7
8
8
8
6
EXIST. FIRE ALARM PANEL REMAINS
PROVIDE 15AMP, 480V, 3 PHASE CIRCUIT TO PUMP. CIRCUIT FROM EXISTING CIRCUIT BREAKER SAVED DURING DEMOLITION. PROVIDE (3) #12 CU
CONDUCTORS & (1) #12 CU GROUND IN (1) 3/4" EMT CONDUIT. PROVIDE AND CIRCUIT THROUGH NEMA 1 COMBINATION STARTER/SAFETY DISCONNECT
SWITCH FOR EACH PUMP IN ACCORDANCE WITH THE NEC AND MANUFACTURERS SPECIFICATIONS.
PROVIDE 120V SINGLE PHASE 20 AMP CIRCUIT CONSISTING OF (2) #12 CU CONDUCTORS & (1) #12 CU GROUND IN (1) 3/4" EMT CONDUIT. CIRCUIT FROM
EXISTING CIRCUIT BREAKER SAVED DURING DEMOLITION. PROVIDE AND CIRCUIT THROUGH NEMA 1 MANUAL MOTOR STARTER FOR PUMP P-3 IN
ACCORDANCE WITH THE NEC AND MANUFACTURERS SPECIFICATIONS.
PROVIDE 480V, 3 PHASE FEEDERS FROM 150A/3P C/B IN EXISTING PANEL MDP TO HEATING PLANT PANEL HPP-1. PROVIDE 150A C/B IN EX. PANEL MDP AS
REQUIRED. REFER TO HPP-1 PANELBOARD SCHEDULE FOR FEEDER SIZE.
PROVIDE 208V, 3 PHASE FEEDERS FROM 150A/3P C/B IN EX. PANEL 'L4' TO HEATING PLANT PANEL HPP-2. PROVIDE 150A C/B IN EX. PANEL L4 AS REQUIRED.
REFER TO PANEL HPP-2 PANELBOARD SCHEDULE FOR FEEDER SIZE.
PROVIDE LIGHT FIXTURE 'I3' AND MOUNT AT HEIGHT INDICATED UNLESS OBSTRUCTED BY PIPE, DUCT OR OTHER MECHANICAL EQUIPMENT. COORDINATE
EXACT LOCATION WITH OTHER TRADES.
PROVIDE 120V, 20A, LIGHT SWITCH. PROVIDE 20A/1P BREAKER IN PANEL 'EML' LOCATED IN EXISTING MECHANICAL ROOM. REFER TO DRAWING E101 FORLOCATION. CIRCUIT WITH 2#12 & 1#12 GND IN 3/4" EMT CONDUIT.
CIRCUIT LIGHT FIXTURE AHEAD OF LIGHT SWITCH SO FIXTURE REMAINS AS A NIGHT LIGHT.
PROVIDE LIGHT FIXTURE 'I3' AND SIDEWALL MOUNT TO EXISTING CONCRETE WALL 24" A.F.F.
KEYED ELECTRICAL CONSTRUCTION NOTES
1
2
3
4
5
6
7
8
DISCONNECT EXISTING PUMP AND ASSOCIATED CONTROLS.REMOVE WIRING AND CONDUIT BACK TO SOURCE & TAG
CIRCUIT BREAKER FOR REUSE.
REMOVE EXISTING LIGHT FIXTURE AND ASSOCIATED
CIRCUITRY BACK TO SOURCE. TAG CIRCUIT AS SPARE.
A
KEYED ELECTRICAL DEMOLITION NOTES
B
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E101
ELECTRICAL DEMOLITION PLAN
ELECTRICAL CONSTRUCTION PLAN
10'-0"
AFF 3 I3
I3
I3
I3 I3
I3
I3
I3 I3
X1
X1
NL
NL
NL
3
3
27'-0"AFF
27'-0"
AFF
8'-0"
AFF 3
8'-0"AFF 3
37'-0"
AFF3
7'-0"AFF
10'-0"
AFF 3
I3
I3
I3I3
I3
5
5
5
NL
3
3
a a
a
a
a
aa
aa
a
a
a
b
b
b
b
X1
27'-0"
AFF
WHALEN CENTER
FOR MUSIC
HEATING
PLANT
JAN.CLOSET
26
4
4
4
4
6
6
6
25
25
25
25
25
25
25
25
25
25
2525
25
25
EM
EM
1 7'-0"
AFG
17'-0"
AFG
26
26
PROVIDE LIGHT FIXTURE 'EM2' AND MOUNT AT HEIGHT INDICATED.
COORDINATE EXACT LOCATION WITH OTHER TRADES. TIE INTO 'HOT
LEG' OF NEAREST LIGHTING CIRCUIT.
PROVIDE EXIT SIGN 'X1' AND MOUNT AT HEIGHT INDICATED UNLESS
OBSTRUCTED BY PIPE, DUCT OR OTHER MECHANICAL EQUIPMENT.
COORDINATE EXACT LOCATION WITH OTHER TRADES. TIE INTO 'HOT
LEG' OF NEAREST LIGHTING CIRCUIT.
PROVIDE LIGHT FIXTURE 'I3' AND MOUNT AT HEIGHT INDICATED UNLESS
OBSTRUCTED BY PIPE, DUCT OR OTHER MECHANICAL EQUIPMENT.
COORDINATE EXACT LOCATION WITH OTHER TRADES.
PROVIDE 120V, 20A, 3 WAY LIGHT SWITCH. PROVIDE 20A/1P BREAKER IN
PANEL 'EML' LOCATED IN EXISTING MECHANICAL ROOM. REFER TO
DRAWING E101 FOR LOCATION. PROVIDE 2#12 & 1#12 GND IN 3/4" EMTCONDUIT FROM EML PANEL TO LIGHTING.
CIRCUIT LIGHT FIXTURE AHEAD OF LIGHT SWITCH SO FIXTURE REMAINS AS
A NIGHT LIGHT.
PROVIDE LIGHT FIXTURE 'A1' AND RECESS IN GWB CEILING. COORDINATE
EXACT LOCATION WITH OTHER TRADES.
KEYED ELECTRICAL LIGHTING NOTES
1
2
3
4
5
6
GENERAL LIGHTING NOTES
PROVIDE LIGHT FIXTURES AS INDICATED AND CIRCUIT FROM PANEL EML1 WITH 120V, 20A CIRCUIT
CONSISTING OF (2)#12 & (1)#12 GROUND IN 3/4" EMT CONDUIT. CIRCUIT NUMBERS ARE INDICATED
NEXT TO FIXTURE.
PROVIDE 120V, 20A, SINGLE POLE LIGHT SWITCHES WHERE INDICATED. MOUNT AT 42" AFF.
PROVIDE 120V, 20A, 3 WAY LIGHT SWITCHES WHERE INDICATED. MOUNT AT 42" AFF.
COORDINATE LIGHT FIXTURE MOUNTING LOCATIONS IN THE MECHANICAL ROOM WITHMECHANICAL EQUIPMENT.
GENERAL POWER NOTE
PROVIDE GFCI DUPLEX RECEPTACLES MOUNTED AT 42" AFF. IN MECHANICAL ROOM. CIRCUIT
RECEPTACLES TO 20A/1P C/B'S IN PANEL HPP-2 (PANEL CIRCUIT NUMBER AS INDICATED). RECEPTACLE
CIRCUITRY SHALL BE (2) #12CU CONDUCTORS + (1) #12 CU GROUND IN 3/4" EMT CONDUIT.
1.
PROVIDE BOILER SHUTDOWN SWITCH. SQUARE 'D' 9001 TYPE SK, MAINTAIN CONTACT PUSH BUTTON TYPE WITH (1) NORMALLY OPEN AND
(1) NORMALLY CLOSED CONTACT. COLOR OF MUSHROOM SHALL BE YELLOW. ENCLOSURE SHALL BE 9001 KYAFI. PROVIDE CONTACT
WIRING IN ACCORDANCE WITH BOILER MANUFACTURER RECOMMENDATIONS. PROVIDE 4"X6" PLASTIC ENGRAVED SIGN, YELLOW
BACKGROUND W/BLACK LETTERING. SIGN SHALL READ, "BOILER POWER OFF".
PROVIDE 20AMP, 480V, 3 PHASE CIRCUIT TO BOILER FROM 20A/3P BREAKER IN PANEL HPP-1. PROVIDE (3) #12 CU CONDUCTORS & (1) #12 CU
GROUND IN (1) 3/4" EMT CONDUIT. PROVIDE AND CIRCUIT THROUGH NEMA 1 NON-FUSED DISCONNECT FOR EACH BOILER IN
ACCORDANCE WITH THE NEC AND MANUFACTURER'S SPECIFICATIONS.
PROVIDE 15AMP 480V, 3 PHASE CIRCUIT TO EACH BOILER PUMP. PROVIDE (3) #12 CU CONDUCTORS & (1) #12 CU GROUND IN (1) 3/4" EMT
CONDUIT. PROVIDE AND CIRCUIT THROUGH NEMA 1 COMBINATION STARTER/SAFETY DISCONNECT SWITCH FOR EACH PUMP INACCORDANCE WITH THE NEC AND MANUFACTURERS SPECIFICATIONS.
PROVIDE 35AMP, 480V, 3 PHASE CIRCUIT TO PUMP. CIRCUIT FROM PANEL HPP-1. PROVIDE (3) #12 CU CONDUCTORS & (1) #12 CU GROUND IN
(1) 3/4" EMT CONDUIT. PROVIDE AND CIRCUIT THROUGH NEMA 1 COMBINATION STARTER/SAFETY DISCONNECT SWITCH IN ACCORDANCEWITH THE NEC AND MANUFACTURERS SPECIFICATIONS.
PROVIDE 150AMP MLO, 208/120V, 3 PHASE, ELECTRIC PANEL 'HPP-2'. REFER TO PANELBOARD SCHEDULE ON DRAWING E-103 FOR ADDITIONALINFORMATION.
PROVIDE 150AMP MLO, 480/277V, 3 PHASE, ELECTRIC PANEL 'HPP-1'. REFER TO PANELBOARD SCHEDULE ON DRAWING E-103 FOR ADDITIONALINFORMATION.
PROVIDE 20A, 120V SINGLE PHASE CIRCUITS TO FEED EF-1, UH-1, CUH-1 FROM PANEL HPP-2. PROVIDE (2)#12 CU CONDUCTORS & (1) #12 CU
GROUND IN (1) 3/4" EMT CONDUIT. PROVIDE MANUAL MOTOR STARTERS FOR EACH UNIT IN ACCORDANCE WITH THE NEC ANDMANUFACTURERS SPECIFICATIONS.
PROVIDE ONE 40A, 208V SINGLE PHASE CIRCUITS TO INSTANTANEOUS WATER HEATERS FROM PANEL HPP-2. PROVIDE (2)#8 CUCONDUCTORS & (1) #10 CU GROUND IN (1) 3/4" EMT CONDUIT. PROVIDE AND CIRCUIT THROUGH NEMA 1 NON FUSED DISCONNECT
ADJACENT TO HEATER IN ACCORDANCE WITH THE NEC AND MANUFACTURERS SPECIFICATIONS.
PROVIDE 150AMP, 480V, 3 PHASE FEEDERS FROM 150A/3P C/B IN EXISTING PANEL MDP TO HEATING PLANT PANEL HPP-1. PROVIDE 150A C/B INEX. PANEL MDP AS REQUIRED. REFER TO HPP-1 PANELBOARD SCHEDULE FOR FEEDER SIZE.
PROVIDE 208V, 3 PHASE FEEDERS FROM 150A/3P C/B IN EX. PANEL 'L4' TO HEATING PLANT PANEL HPP-2. PROVIDE 150A C/B IN EX. PANEL L4 ASREQUIRED. REFER TO PANEL HPP-2 PANELBOARD SCHEDULE FOR FEEDER SIZE.
KEYED ELECTRICAL POWER NOTES
1
2
3
4
5
6
7
8
9
10
EMERGENCY SHUTDOWN SWITCHES SHALL SHUT DOWN
BOILERS B-1 & B-2. REFER TO KEYED ELECTRICAL POWER
NOTE #1 ON THIS DWG. FOR ADDITIONAL INFORMATION.
EMERGENCY SHUTDOWN NOTES
B-12
B-2 2
BP-1 3
5
BP-2 3
5
HWP-1
4 HWP-2
1
EF-1 1/20
PANEL
HPP-1
PANEL
HPP-2
UH-1
B
B
1/6
1/8
CUH-1
F
F
1
4
6
5
DWH-1
EWH-1
7 7
7
8
8
1010
CO
9
10
10 DOWN9DOWN
44
4
9
9
9190°
190°
9F
4
190°
WHALEN CENTER
FOR MUSIC
HEATINGPLANT
JAN.
CLOSET
WE
EK
SE
NG
INE
ER
ING
4522 R
ILEY
RO
AD
MO
RAVIA
, NEW
YO
RK
13118
PHO
NE:
315-4
97-9
897
FAX:
315-4
97-9
918
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E102
POWER CONSTRUCTION PLANLIGHTING CONSTRUCTION PLAN
PANEL: 'HPP-2'
TYPE
LIGHT FIXTURE SCHEDULE
DESCRIPTION LAMPS BALLAST/DRIVER/VOLT MOUNTING DESIGN BASIS ACCEPTABLE MFR'S. REMARKS
PROVIDE WIRE GUARDNOTES: 1.
A1 LED 2'X2' TROFFER COOPER - GR LED SERIES -
22GR-FA-LD4-40-A125-UNV-L840-CD
LED DRIVER
PF > 0.9
THD < 20%
UNIV VOLT
RECESSEDENGINEER APPROVED
EQUAL
X1 LEDILLUMINATED "EXIT" SIGNWITH EM BATTERY
120/277V
CEILING, WALL
ABOVE OR
BESIDE DOOR,OR PENDANT
DIE-CAST ALUMINUM HOUSING -SINGLE/DOUBLE FACE
INTEGRAL NI-CAD BATTERY & CHARGER
SELF-DIAGNOSTIC TYPE
PAINTED PPC FINISH
BLACK FINISH
ENGINEER
APPROVED EQUALCHLORIDE - CX SERIES
NOTES
I34' WET LOCATION
INDUSTRIAL VAPORTIGHT
LUMINAIRE
LED 4000K>79 CRI
MIN 4000 lm
>107 lm/W
L70 > 50K HR
0-10V LED
DIMMING DRIVER(10-100% LIGHT OUTPUT RANGE)
PF > 0.9
THD < 20%)
UNIV. VOLT
COOPER - VT SERIESVT2-LD4-4-DR-UNV-L840
IMPACT-RESISTANT, UV-STABILIZED FIGERGLASS
REINFORCED POLYESTER HOUSING
FULLY GASKETEDSTAINLESS STEEL LATCHES
UL WET LOCATION
DLC OR ENERGY START LISTED
ENGINEER
APPROVED EQUALSURFACE/
SUSPEND
MAX
INPUT
WATTS
50
50
≤ 5WPER
FACE
STEEL HOUSING
WHITE FINISH
DRIVER AND LED MODULES FIELDREPLACEABLE
DLC OR ENERGY STAR LISTED
NOM 2'W X 2'L
SHIELDING/OPTICS
ACRYLIC PRISMATIC LENS
HIGH IMPACT WIDE
DISTRIBUTION CLEAR RIBBED
DIFFUSER
STENCIL CUT, CODE SIZE
"EXIT" LETTERS &
DIRECTIONAL CHEVRON(S)
GREEN ACRYLIC SHEET
BACKING
LED 4000K
>70 CRIMIN 4000 lm
L70 > 50K HR
1
PANEL: 'HPP-1'
EM EMERGENCY EGRESS
LIGHT FIXTURE
(4) -HIGH OUTPUT
UNIVERSAL120/277V
INPUT
DUAL LITE
PG-Z-HTR
PROVIDE LIGHT FIXTURE WITH MAINTENANCE
FREE BATTERY. SURFACE MOUNT TO WALL.
MOUNT 7'-0" AFF. UNO
ENGINEER
APPROVED EQUALUNIVERSAL
WE
EK
SE
NG
INE
ER
ING
4522 R
ILEY
RO
AD
MO
RAVIA
, NEW
YO
RK
13118
PHO
NE:
315-4
97-9
897
FAX:
315-4
97-9
918
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E103
CRAWLSPACE
MECH ROOM
4" RISER UP TO HOSE CABINETS
IN STAIRWAY
4"
EXISTING PIPING ROUTED
BELOW STAIRS REMAINS
EX. FLOW ALARM
REMAINS (TYP)
4"
SUPERVISED
GATE
VALVEREMAINS
4"4"
PROVIDE 4" SPRINKLER LINE WITHACCESSIBLE DRAIN VALVES PER
NFPA 13, AT LOWEST SECTION(S) OF
TRAPPED PIPING
PROVIDE 4" SPRINKLER PROTECTIONLINE UP THRU FLOOR TO EXISTING
JANITORS CLOSET
REFER TO PARTIAL
PLAN VIEW ONTHIS DWG. FOR
CONTINUATION
OF PIPING
FP
4"
FP
FP
FP
4"
EX. INCOMING 4"
FIRE PROTECTION
SUPPLY REMAINS
EX. SUPPLY IN
FROM EX. FDCSIAMESE
REMAINS
ALL SPRINKLERS 286 DEG F STANDARD RESPONSE.LOCATE AWAY FROM OBSTRUCTIONS. RELIABLE F1 OR
VIKING M. PROVIDE SPARE SPRINKLERS, WRENCH, AND CABINET. MOUNT CABINET ON
WALL IN HEATING PLANT.
PROVIDE DRAIN VALVES AT ACCESSIBLE LOCATIONS TO DRAIN TRAPPED PIPING,
THROUGHOUT, IN ACCORDANCE WITH NFPA 13.
ALL COMPONENTS SHALL BE UL LISTED/ FM APPROVED FOR FIRE PROTECTION.
HANGERS SHALL BE UL/FM PER NFPA 13 BASED ON APPLICATION
PROVIDE 112" AUXILARY DRAIN IN JANITORS CLOSET, PIPED TO DISCHARGE INTO DRAIN BASIN
4" PIPING THROUGH JANITORS CLOSET, BACK TO 4" SPRINKLER SUPPLY. 4" CONTROLS AT THE
STANDPIPE SUPPLY IN GANNETT CENTER.
PROVIDE 4" CONTROL VALVE, CHECK VALVE, AND FLOW DETECTOR. PROVIDE AUXILIARY
DRAIN AT SYSTEM CONTROLS.
SEE PROPOSED ROUTING OF BULK MAIN. CONTRACTOR SHALL DETERMINE EXACT ROUTINGIN FIELD.
GENERAL NOTES
LOCATE
SPRINKLER
HEADUNDER STAIRS
STAIRWAY
LANDING
112"
114"
PROVIDE STORZ CONNECTION SIZED
TO LOCAL FD REQUIREMENTS.MOUNT STORZ CONNECTION
APPROXIMATELY 24" ABOVE FINISHED
GRADE
PROVIDE 2" TEST & DRAIN PIPED TO
EXTERIOR FOR SAFE DISCHARGE
PROVIDE 4" FDC CHECK VALVE
WITH BALL DRIP DEVICE AT
DRAIN ELBOW.
1"
4"
MA
IN
2"
4"
4"
112"
114"
1"
1"
WHALEN CENTER
FOR MUSIC
HEATINGPLANT
JAN.CLOSET
OFFSET 4" SPRINKLER
LINE DOWN IN
EXISTING CRAWLSPACE
FP
FP
FP
FP F
P
DN
TERMINATE DRAIN LINE WITH
OPEN END
PROVIDE GAUGE WITH 3 WAY TEST
VALVE CONNECTED TO 4" MAIN
D
1-1/2" AUXILIARY DRAIN. PIPE TO
MOP SINK. TERMINATE WITH
OPEN END & AIR GAP.
1
2
3 4 5 7
8 9 5
156 1411
12
1. 4" OS&Y - EXISTING
2. 4" FLANGED ELBOW - EXISTING
3. 4" FLANGED 45 ELL - EXISTING
4. REPLACE EXISTING 4" SWING CHECK WITH NEWSWING CHECK GxG
5. PROVIDE WATER FLOW DETECTORS - NEW
6. PROVIDE 4" GROOVED TEE - NEW
7. PROVIDE 4" GROOVED ELL - NEW
8. PROVIDE 4" BUTTERFLY VALVE - NEW9. PROVIDE 4" SWING CHECK (GxG) - NEW
10. PROVIDE PRESSURE GAUGE WITH TEST VALVE - NEW
11. 4" FLG TEE - EXISTING FDC TO STANDPIPE. TO REMAIN
12. PROVIDE TAMPER SWITCH
13. 4" FDC CHECK - EXISTING14. EXISTING WATER FLOW DETECTOR - STANDPIPE
SYSTEM
15. EXISTING 4" OS&Y TO STANDPIPE SYSTEM. TO REMAIN
16. 4" SCHEDULE 40 INSTALLED UP TO ALL CONTROL
VALVES
10
ROLL TEE & ELBOW UP
AND BACK TO WALLABOVE FDC LINE.
PROVIDE 4 " SPRINKLER
SUPPLY LINE TO
HEATING PLANT.
FDC INLET (OFFSETFOR CLARITY).
ELEVATION VIEW - DIAGRAMMATICWATER SUPP`LY & FIRE PROTECTION
ARRANGEMENT.
1
2
3
4 5
78 9
5
156 141110
ROLL TEE & ELBOW UP
AND BACK TO WALL
ABOVE FDC LINE.
PROVIDE 4" SPRINKLER SUPPLY LINE
TO HEATING PLANT. PROVIDE
DRAIN CONNECTIONS AT LOW
POINTS.
13
PIPING PLAN VIEW - DIAGRAMMATICWATER SUPPLY ARRANGEMENT TO FIRE
PROTECTION.
EXISTING 4" FDC TOSTANDPIPE
EXISTING
10
10
EX. INCOMING 4"
FIRE PROTECTION
SUPPLY
EXISTING
16
EX. SUPPLY IN
FROM EX. FDCSIAMESE
EX. INCOMING 4"
FIRE PROTECTION
SUPPLY
EX. SUPPLY IN
FROM EX. FDCSIAMESE
SYMBOLS
WE
EK
SE
NG
INE
ER
ING
23 C
ENTR
AL
ST.
MO
RAVIA
, NEW
YO
RK
13118
PHO
NE:
315-4
97-9
897
FAX:
315-4
97-9
918
e-m
ail -
info
@wee
ksen
gine
erin
g.co
m
FP101
GANNETT MECHANICAL ROOM PLAN
HEATING PLANT PLAN
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