GANNETT CENTER HEATING PLANT ADDITION Gannett Htg Plant Add BID... · 2015-11-11 · 3. welding to...

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

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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

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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.

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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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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

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23 CENTRAL ST.


PHONE: 315-4

97-9897

FAX: 315-497-9

918

www.weekseng

ineering

.com


l Architect, En

gineer


the


acting und

er the


Educa


Subdivision

2, of the

New

Yo

rk State

DATE:

CAD FILE NO.:

or Surveyor has

been ap

plied.


It is a

violation

of Section

7209,


NO.

DATE:

WEEKS ENGINEERING

2015

PROJECT NO.

SHEET NO.

WARNING:

Copyright

c

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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"


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


#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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23 CENTRAL ST.


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acting und

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Educa


Subdivision

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Yo

rk State

DATE:

CAD FILE NO.:

or Surveyor has

been ap

plied.


It is a

violation

of Section

7209,


NO.

DATE:

WEEKS ENGINEERING

2015

PROJECT NO.

SHEET NO.

WARNING:

Copyright

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S

S301

NOV. 2015

215084.00

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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PHONE: 315-4

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l Architect, En

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er the


Educa


Subdivision

2, of the

New

Yo

rk State

DATE:

CAD FILE NO.:

or Surveyor has

been ap

plied.


It is a

violation

of Section

7209,


NO.

DATE:

WEEKS ENGINEERING

2015

PROJECT NO.

SHEET NO.

WARNING:

Copyright

c

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ILS

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


EXTENT OF SECTION

A-XXX

A1

A2 B1

DETAIL NUMBERS


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


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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l Architect, En

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Educa


Subdivision

2, of the

New

Yo

rk State

DATE:

CAD FILE NO.:

or Surveyor has

been ap

plied.


It is a

violation

of Section

7209,


NO.

DATE:

WEEKS ENGINEERING

2015

PROJECT NO.

SHEET NO.

WARNING:

Copyright

c

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UR

AL

INF

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A-001

Nov. 2015

215084.00

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


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

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G23 CENTRAL ST.


PHONE: 315-4

97-9897

FAX: 315-497-9

918

www.weekseng

ineering

.com


l Architect, En

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the


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Educa


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DATE:

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NO.

DATE:

WEEKS ENGINEERING

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PROJECT NO.

SHEET NO.

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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-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

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GB

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GANNETT WHALEN

GANNETT CENTER


DIMENSIONAL CONTROLPOINT, WORK POINT F-1(SIDEWALK)

DIMENSIONAL CONTROLPOINT, 0'-0" DATUMS-1 (SIDEWALK)



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)



G10.9G11G10G9

GA

GB

GC

W1

W3

WV

W2

A

.2

.8

GANNETT WHALEN

GANNETT CENTER


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)

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GANNETT CENTERWHALEN CENTER

FOR MUSIC

EXISTING AREAWAY

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MEDIA ROOM

ART GALLERYTELE

STAIR

STAIRTOWER # 3

OFFICE

VESTIBULE

OFFICE

MULTIPURPOSEROOM

PROJECTION

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OFFICE

ASSISTANTDIRECTOR

DIRECTOR

RECEPT

CAREERCENTER

STAIR

MEN'S TOILETROOM

WOMEN'S

TOILET ROOM

OFFICE

OFFICE

WORKROOM

STORAGE

CLASSROOMOFFICE

OFFICE OFFICE

OFFICE OFFICE

OFFICEOFFICEOFFICEOFFICE

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CLASSROOM

EXISTINGGARDEN

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PHONE: 315-4

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FAX: 315-497-9

918

www.weekseng

ineering

.com


l Architect, En

gineer


the


acting und

er the


Educa


Subdivision

2, of the

New

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DATE:

CAD FILE NO.:

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been ap

plied.


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violation

of Section

7209,


NO.

DATE:

WEEKS ENGINEERING

2015

PROJECT NO.

SHEET NO.

WARNING:

Copyright

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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-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


G10.9

3

AD-101

________

8

8

8

6

DEPRESSED PIT AREA

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 CONCRETEFOUNDATION WALL(BEYOND)

8

1

EXISTING, FILL; SEESTRUCTURAL DRAWINGSFOR EXCAVATION

6

10

11

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EK

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GIN

EE

RIN

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PHONE: 315-4

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gineer


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acting und

er the


Educa


Subdivision

2, of the

New

Yo

rk State

DATE:

CAD FILE NO.:

or Surveyor has

been ap

plied.


It is a

violation

of Section

7209,


NO.

DATE:

WEEKS ENGINEERING

2015

PROJECT NO.

SHEET NO.

WARNING:

Copyright

c

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MO

VA

LS

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


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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acting und

er the


Educa


Subdivision

2, of the

New

Yo

rk State

DATE:

CAD FILE NO.:

or Surveyor has

been ap

plied.


It is a

violation

of Section

7209,


NO.

DATE:

WEEKS ENGINEERING

2015

PROJECT NO.

SHEET NO.

WARNING:

Copyright

c

ITH

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FL

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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


NOTE: SEE A-101 FOR AREA BELOW

A-551

4

703 SF

HEATING PLANTHP1

135 SF

EXIT PASSAGEWAYHP2


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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GIN

EE

RIN

G23 CENTRAL ST.


PHONE: 315-4

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l Architect, En

gineer


the


acting und

er the


Educa


Subdivision

2, of the

New

Yo

rk State

DATE:

CAD FILE NO.:

or Surveyor has

been ap

plied.


It is a

violation

of Section

7209,


NO.

DATE:

WEEKS ENGINEERING

2015

PROJECT NO.

SHEET NO.

WARNING:

Copyright

c

ITH

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AD

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EF

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CE

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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

WE

EK

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GIN

EE

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G23 CENTRAL ST.


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l Architect, En

gineer


the


acting und

er the


Educa


Subdivision

2, of the

New

Yo

rk State

DATE:

CAD FILE NO.:

or Surveyor has

been ap

plied.


It is a

violation

of Section

7209,


NO.

DATE:

WEEKS ENGINEERING

2015

PROJECT NO.

SHEET NO.

WARNING:

Copyright

c

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OF

PL

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 ALUMINUM SUNSHADE SYSTEM

12'-1 1/2"


EXISTING METAL ROOF EDGE(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 3/4"

SEE WALL SECTION FOR PAN

EL LAYOUT

9'-4 3/4"


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 AREAWAY(BEYOND)


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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acting und

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Educa


Subdivision

2, of the

New

Yo

rk State

DATE:

CAD FILE NO.:

or Surveyor has

been ap

plied.


It is a

violation

of Section

7209,


NO.

DATE:

WEEKS ENGINEERING

2015

PROJECT NO.

SHEET NO.

WARNING:

Copyright

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RIO

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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


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)


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 ALUMINUM SUNSHADE SYSTEM


STAINLESS STEEL FLUERAIN CAP

EXISTING METAL ROOF EDGE(BEYOND)


EXISTING ALUMINUM / GLASSWINDOW


STEEL TUBE FLUE BRACKET;HOT DIP GALVANIZE, SEESTRUCTURAL DRAWINGS,2/A-201 FOR SPACING(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

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EE

RIN

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l Architect, En

gineer


the


acting und

er the


Educa


Subdivision

2, of the

New

Yo

rk State

DATE:

CAD FILE NO.:

or Surveyor has

been ap

plied.


It is a

violation

of Section

7209,


NO.

DATE:

WEEKS ENGINEERING

2015

PROJECT NO.

SHEET NO.

WARNING:

Copyright

c

ITH

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Q P K

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BU

ILD

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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)


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"


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)



FOIL FACED RIGIDINSULATION; TAPE ALLJOINTS

CONTINUE FOIL FACEDRIGID INSULATION OVERTOP OF RETAINING WALL


STEEL CHANNEL; SEESTRUCTURAL DRAWINGS

TAPERED RIGIDINSULATION

1/2" COVERBOARD

COMPRESSIBLE FILLER


5/8" GWB



TO BLOCKING

2X WD BLOCKING

PRE-FINISHED METALROOF EDGE; 5 1/4"FACE HEIGHT


FORMED METALCLOSURE/STARTERHORIZONTAL


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


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


PLAN

EXTERIOR

2 1/4"

5 1/4"

4 1/2"

FACE OF CONCRETEWALL (BELOW)


FILL JAMB W/ BATTINSULATION


MASONRY JAMBANCHOR

ALUMINUM THRESHOLD(BELOW)

TREADPLATE (BELOW)

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G23 CENTRAL ST.


PHONE: 315-4

97-9897

FAX: 315-497-9

918

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l Architect, En

gineer


the


acting und

er the


Educa


Subdivision

2, of the

New

Yo

rk State

DATE:

CAD FILE NO.:

or Surveyor has

been ap

plied.


It is a

violation

of Section

7209,


NO.

DATE:

WEEKS ENGINEERING

2015

PROJECT NO.

SHEET NO.

WARNING:

Copyright

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WA

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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


FILL JAMB W/ MINERALWOOL INSULATION


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


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"


TAPE SEAL RIGID INSULATIONTO EXISTING CONCRETEWALL W/ SELF ADHEREDBUTYL TAPE FLASHING


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"


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"








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


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)


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"




ALUMINUM THRESHOLD (BELOW)

WE

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GIN

EE

RIN

G23 CENTRAL ST.


PHONE: 315-4

97-9897

FAX: 315-497-9

918

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ineering

.com


l Architect, En

gineer


the


acting und

er the


Educa


Subdivision

2, of the

New

Yo

rk State

DATE:

CAD FILE NO.:

or Surveyor has

been ap

plied.


It is a

violation

of Section

7209,


NO.

DATE:

WEEKS ENGINEERING

2015

PROJECT NO.

SHEET NO.

WARNING:

Copyright

c

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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


STEEL BEAM; SEESTRUCTURALDRAWINGS

MINIMUM

8"


MEMBRANE FLASHING

2X WD BLOCKING

SHIM EXISTING BRICK REVEAL FLUSH W/ADJACENT MASONRY

2" EXPANSION JOINT

TERMINATION BAR; ALIGN W/ EXISTINGTERMINATION BAR


CONTINUOUSBEAD SEALANT

STEEL TUBE FLUE BRACKET; ANCHOR TOGANNETT CENTER (BEHIND), HOT DIPGALVANIZE, SEE STRUCTURAL DRAWINGS,2/A-201 FOR SPACING(TYPICAL PER 3)


STORM COLLAR BY FLUEMANUFACTURER

FLAT ROOF FLASHING BYFLUE MANUFACTURER

1" MININSULATED THIMBLE ASREQUIRED BY FLUEMANUFACTURER

2" MIN

SPRAY APPLIEDFIREPROOFING; TYPICAL


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)


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


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"


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"


COMPRESSIBLE FILLER

5/8" GWB

TEARAWAY BEAD (TYPICAL)

CONTINOUS BEAD SEALANT(EACH SIDE)







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"


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


TERMINATE MEMBRANE FLASHINGBENEATH MECHANICAL UNITCOUTNERFLASHING

ROOFTOP EQUIPMENT & CURB;SEE MECHANICAL DRAWINGS

TAPERED INSULATION CRICKET@ HIGH SIDE OF CURB(TYPICAL)

MINIMUM

8"

WE

EK

S

EN

GIN

EE

RIN

G23 CENTRAL ST.


PHONE: 315-4

97-9897

FAX: 315-497-9

918

www.weekseng

ineering

.com


l Architect, En

gineer


the


acting und

er the


Educa


Subdivision

2, of the

New

Yo

rk State

DATE:

CAD FILE NO.:

or Surveyor has

been ap

plied.


It is a

violation

of Section

7209,


NO.

DATE:

WEEKS ENGINEERING

2015

PROJECT NO.

SHEET NO.

WARNING:

Copyright

c

ITH

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(CO

NT

INU

ED

)

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


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




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


3" X 1/2" STEELPLATE RAIL

EXPANSION BOLT CLIP ANGLETO EXISTING CONCRETEWALL


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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rk State

DATE:

CAD FILE NO.:

or Surveyor has

been ap

plied.


It is a

violation

of Section

7209,


NO.

DATE:

WEEKS ENGINEERING

2015

PROJECT NO.

SHEET NO.

WARNING:

Copyright

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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


PRE-FINISHED CLOSUREPANEL (BEYOND)

SEALANT EA SIDE(TYPICAL)

RETURN GWB ATDOOR HEAD

FILL VOID W/ BATTINSULATION

GWB JAMB RETURN(BEYOND)

H2


SEALANT EA SIDE(TYPICAL)

RETURN (3) LAYERSTYPE C 1/2" GWB


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


ALIGN W/ PANEL JOINTSABOVE & BELOW


GWB JAMB RETURN

PLAN DETAIL




RETURN GWB ATDOOR HEAD

FILL VOID W/ BATTINSULATION

3/8"


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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PHONE: 315-4

97-9897

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l Architect, En

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the


acting und

er the


Educa


Subdivision

2, of the

New

Yo

rk State

DATE:

CAD FILE NO.:

or Surveyor has

been ap

plied.


It is a

violation

of Section

7209,


NO.

DATE:

WEEKS ENGINEERING

2015

PROJECT NO.

SHEET NO.

WARNING:

Copyright

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Nov. 2015

215084.00

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

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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


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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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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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 '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 '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

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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

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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

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FP101

GANNETT MECHANICAL ROOM PLAN

HEATING PLANT PLAN

GANNETT CENTER HEATING PLANT ADDITION Gannett Htg Plant Add BID... · 2015-11-11 · 3. welding to...

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