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TOWN OF SOUTH WINDSOR BID # 1819-001

591 ELLINGTON ROADSOUTH WINDSOR, CONNECTICUT 06074

RELOCATABLE CLASSROOM ATPLEASANT VALLEY ELEMENTARY SCHOOL

ARCHITECTPHILIP H. CERRONE III A.I.A.421 MEADOW STREETFAIRFIELD, CONNECTICUT 06824203-333-2066

SUPERINTENDENTKATE CARTER, Ed.D

DIRECTOR OF FACILITY OPERATIONSPATRICK HANKARD

LIST of DRAWINGS

DrawingC-0.0 Cover SheetA-1.0 Foundation PlanA-2.0 Floor planA-2.0A Enlarged Floor PlanA-3.0 ElevationsA-4.0 DetailsA-5.0 Reflected CeilingC-SP1 Layout, Grading and E&S PlanC-D1 Notes, Details & Legend

TOWN OF SOUTH WINDSOR BID # 1819-001MAY 17, 2018

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She

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NOT FOR CONSTRUCTION

30'-0"

CONCRETE PIERSMIN. 42" BELOW GRADE

EQ.EQ.EQ.

30'-2

"

28'-8"

30'-0"

EQ. EQ. EQ.

28'-8"

9'-7

1 2"9'

-71 2"

9'-7

1 2"

30'-0

"

9'-6

1 2"9'

-61 2"

9'-6

1 2"

30'-0"

EQ.EQ.EQ.

28'-8"

30'-0"

EQ.EQ.EQ.

28'-8"FOUNDATION PLANSCALE: 14"=1'-0"

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A-1.0

GENERAL NOTES:

1. PROVIDE 10" DIA. X 42" DEEP FOOTINGS AT EACH UPRIGHT OF

ALL EXTERIOR RAMPS, STAIRS, PLATFORMS.

2. THE FOUNDATION CALCULATIONS, FOOTING & PIER DESIGN,

& INSTALLATION TO BE BY THE PORTABLE CLASSROOM

MANUFACTURER

3. BOTTOM OF FOOTINGS TO BE A MINIMUM OF 42" BELOW

FINISH GRADE.

4. FOUNDATION PLAN, FLOOR FRAMING & DECK FRAMING PLAN

TO BE SIGNED & SEALED BY A STRUCTURAL ENGINEER

RETAINED BY THE CONTRACTOR

5. FOUNDATION PLAN & DETAILS SHOWN ARE SCHEMATIC &

NOT INTENDED FOR CONSTRUCTION.

TOWN OF SOUTH WINDSOR BID # 1819-001

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NOT FOR CONSTRUCTION

EL. 85.77'

EL. 86.37'

EL. 86.68'

FLOOR PLANSCALE: 14"=1'-0"

CLASSROOMCLASSROOM

CLASSROOMCLASSROOM

CORRIDOR42

16442

164

FLOOR PLANSCALE: 18"=1'-0"

TRAVEL DISTANCE 169'-6"

TRA

VEL

DIS

TAN

CE

127'

-2"

EXISTINGCLASSROOM

EXISTINGCLASSROOM

EXISTINGCLASSROOM

EXISTINGCLASSROOM

EXISTINGCLASSROOM

EXISTINGCLASSROOM

EXISTINGCLASSROOM

EXISTINGCLASSROOM

EXISTINGCLASSROOM

EXISTINGCLASSROOM

EXISTINGCLASSROOM

EXISTING OFFICEAREA

42164

42164

EXISTINGEXIT

EXISTINGNEW

EXISTINGNEW

TRA

VEL

DIS

TAN

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51'-0

"

TRA

VEL

DIS

TAN

CE

51'-0

"

TRA

VEL

DIS

TAN

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51'-0

"

TRA

VEL

DIS

TAN

CE

51'-0

"

84120 =42 P841

20 =42 P

84120 =42 P 841

20 =42 P

83420 =42 P

404 403

402 401 EXISTINGTOILET ROOM

EXISTINGTOILET ROOM

ACCESSIBLE ROUTE TOH.C. ACCESSIBLE TOILET

USE GROUPEducational - E

CONSTRUCTION TYPE (Chapter 6)Type 5B; New Construction-Modular classroomsType 3B & 5B; Existing Building

BUILDING HEIGHT (Chapter 5)Allowable Height (story/ ft): One Story; 20 ftActual Height (story/ ft): One story; 15 ft

BUILDING AREA (Chapter 5)Base Allowable Floor Area new construction/ Fire Area; 9500 sfOpen Perimeter Increase 45% = 4275Total Allowable sf for new construction with fire wall separation; 13,775 sfNew Construction: 3,960 sfExisting Building: 43,304 sf

AREA MODIFICATIONS TO TABLE 503506.3- Open perimeter area increase (70 - 25 = 45%)

FIRE-RESISTANCE RATED REQUIREMENTS FOR BUILDING ELEMENTS (Table 601)a. Structural frame: including columns, grinders, trusses 0 Hr.b. Bearing walls:

Exterior: 0 Hr.Interior: 0 Hr.

c. Nonbearing walls and partitions (Exterior) 0 Hr.d. Nonbearing walls and partitions (Interior) 0 Hr.e. Floor construction (including supporting beams and joists) 0 Hr.f. Roof construction (including supporting beams and joists) 0 Hr.

Fire rating of exterior walls (Table 602)Separation distance; Greater than 30' 0 Hr. Required

Maximum area of Exterior Openings (Table 705.8)Separation distance - 20'-25' Unlimited

SEPARATIONSCorridor Separations (IBC 1018); 1 hr fire rated

EXIT ACCESS TRAVEL DISTANCE (Table 1016.2)Maximum allowed travel distance with Fire Sprinkler

Use Group E = 200 ft

Common path of travel (Table 1014.3) with fire sprinklerUse Group E = 75 ft

OCCUPANT LOAD (1004.1.2)Educational; 1/20 sf for classrooms

EXITS· Spaces with one exit (Table 1015.1)

Use Group E: Max. 49 people· Stories with one exit (Table 1021.2)

Use Group E : 49 people & 75 ft. maxDead Ends (IBC 1018.4) 20 ft.

· Stairs (Section 1005)Width required: 44” minimum & 0.3” per person

· Doors (IBC 1005.3.2)Min. 32” clear width & 0.2” per person

· Ramps (IBC 1010.6- Means of Egress Ramp)Min. 72” clear width & 0.2” per person

MODIFICATIONSModification for exemption from subsection (a) of CGS 29-315, as amended byPublic Act 05-31. Pending

THRESHOLD BUILDING CONDITIONSNot Applicable

BUILDING AREAS FOR GRANT CALCULATIONS (ENTIRE FACILITY)Existing unaltered construction43,304 sfExisting altered construction 0Existing being demolished 0Total existing construction 43,304 sfTotal new construction/ addition 3,960 sf Total facility proposed 47,264 sf

MINIMUM PLUMBING FIXTURE COUNT (IPC Chapter 4)

Required ProvidedGroup E Occupancy:(Design Load = 1008) W/C 21 35

Lav 21 28D/F 10 19

APPLICABLE CODES2016 Connecticut State Building Code including the following:2012 International Building CodeConnecticut Supplement, 20162012 International Energy Code2012 International Mechanical Code2012 International Plumbing Code2014 NFPA 70, National Electrical Code2012 NFPA 101, Life Safety Code2012 International Fire Code2016 Connecticut State Fire Safety CodeICC/ANSI A117.1 - 2009Americans with Disabilities Act, Title IIIOSHA - Title 29/ LaborSection 504, Rehabilitation Act 1973

258345

258345

258345

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A-2.0

1A-2.0A

TOWN OF SOUTH WINDSOR BID # 1819-001

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ROOM NUMBER

ROOM OCCUPANCY LOAD

101

86120

= 43 P.AREA IN SQUARE FEETROOM OCCUPANCY LOAD

16445

ACTUAL EGRESS OCCUPANCY OF DOOR OR STAIR

EXIT CAPACITYMAXIMUM ALLOWABLE EGRESS OCCUPANCY OFDOOR OR STAIR

15

145'

DIRECTION OF TRAVELWITH ACCUMULATED OCCUPANCY LOAD

FROM FURTHEST POINTMAXIMUM TRAVEL DISTANCE

ACCESSIBLE AREA OR EXIT

1 HOUR FIRE RATED WALL (TIGHT TO DECK ABOVE)

2 HOUR FIRE RATED WALL (TIGHT TO DECK ABOVE)2 HOUR FIRE WALL WHERE NOTED

20 MINUTE FIRE RESISTANCE RATING

J

DUPLEX RECEPTACLE

EMPTY JUNCTION BOX WITH3/4" CONDUIT TO ABOVE CEILING

SINGLE POLE SWITCH

FIRE ALARM PULL STATION

FIRE ALARM HORN / STROBE

AC/DC SMOKE DETECTOR

FLUSH CONDITION

THREE WAY SWITCH3

PROXIMATY CARD READER BY OWNER

EMERGENCY LIGHT, MASTER UNIT

EMERGENCY LIGHT, SLAVE UNIT

WALL MOUNTED SELF CONTAINED EXIT SIGN

WALL MOUNTED EXTERIOR LIGHT - LED

CEILING MOUNTED LED FIXTURE

RIGID INSULATION

THERMAL BATT INSULATION

ACOUSTICAL INSULATION

S

F

P

LEGEND

NOT FOR CONSTRUCTION

EL. 85.77'

EL. 86.37'

EL. 86.68'

FLOOR PLANSCALE: 14"=1'-0"

30'-0"30'-0"

29'-8

1 2"51 2"

8'-4

1 2"51 2"

23'-0

"

6'-7" 8'-5" 8'-5" 6'-7"18'-11" 8'-512" 6'-7"8'-5"8'-5"6'-7"

6'-7"8'-5"8'-5"6'-7"6'-7"8'-5"8'-5"6'-7"

60'-0"

30'-0"30'-0"

39'-0

"

68'-0

"

CLASSROOMCLASSROOM

CLASSROOMCLASSROOM

0102

0304

05

CLG.CLG.

CLG. CLG.J

VCT FLOOR VCT FLOOR

VCT FLOORVCT FLOOR

CORRIDORVCT FLOOR

FUTURE SMART BD.LOCATION PROVIDE

CONDUIT TO ABOVE CEILINGTYP. EACH CLASSROOM

4'x16' WHITE MARKERBOARD TYP. EA.

CLASSROOM

DEMISING WALL TO BE CONT. TOUNDERSIDE OF ROOF SHEATHING -SEAL PERIMETER & ALL PENETRATIONSW/ACOUSTICAL SEALANT TYP. EA.CLASSROOM

MINERAL WOOL SOUND REDUCTIONINSULATION BOTH STUDS BAYS (25 PCF)TYP.

EXISTINGNEW

FLUSH

FLUS

H

FE

P

F E

S S

SS

EM-MEM-M

EM-M

EM-M EM-M

EGRESS WINDOWMIN. 22" CLEAR WIDTH

MIN. 24" CLEAR HEIGHT(TYP.)

LATCHING MECHANISM FOR WINDOW TO BE 48"A.F.F. MAX & OPERABLE WITHOUT TOOLS- TYP.

COAT RACKS/HOOKS 48"

COAT RACKS/HOOKS 48"

EXISTINGNEW

EXISTINGNEW

EXISTINGCLASSROOM

F E F E

6'-0

"

EXISTING DOOR ANDFRAME TO BE REMOVED

EXISTING WALL

NEW WALL

J

J

J

FE

EX.E/EM

J

J

J

S S

FILL OPENING TOMATCH ADJ. WALL

PROVIDE WATERTIGHTEXPANSION JOINT

PROVIDE WATERTIGHTEXPANSION JOINT

NOTES ARE TYPICAL FOR 4CLASSROOMS

2x6 EXTERIOR WALLS

V.I.F

.

EX.

TACTILE EXIT SIGN

LOCKABLE & WATERPROOFELECTRICAL SERVICE PANEL -VERIFY LOCATION W/UTILITY CO.

EX.

J

J

J J

J

J

J

J

J J

J J

J

J J

J J

404 403

402 401

DN

6'-0"

FLUSH

06

PROVIDE ELECTRICDOOR RELEASE FORCARD READER

FLUSH

TREX DECKING ONP.T. FRAMING

RAM

P DN

MAX

. PIT

CH 1

"/12"

RAMP DNMAX. PITCH 1"/12"

(2) 114" NPS SCHEDULE 40 METAL

HANDRAILS EACH SIDE OF RAMP.MOUNTED ONE @22" ABOVE RAMP& ONE @ 34 - TYP. ALL RAMPS

42" HIGH GUARD

LANDING

5'-0

"

5'-0"

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FIRE EXTINGUISHERS SHALL BE INSTALLED BY OWNER IN CONFORMANCE WITH NFPA 10NOTES:1. ALL CONSTRUCTION MUST MEET OR EXCEED THE STANDARDS OF ANSI

S12.60-2002 ACOUSTICAL PERFORMANCE CRITERIA, DESIGN REQUIREMENTS &GUIDELINES FOR SCHOOLS.

2. MINIMUM STC RATINGSWALLS - 45ROOF/CEILING - 45

3. HVAC GRILLS & DIFFUSERS SHALL HAVE A CATALOUGE NOICE CRITERIARATING OF NC 18 OR LESS

4. FIRE ALARM IS TO BE INSTALLED WITH ALARM IN RELOCATABLE CLASSROOMSINTERCONNECTED WITH SCHOOL SYSTEM

5. DATA WIRE & TERMINATION BY OWNER. CONTRACTOR TO PROVIDE CONDUIT & BACKBOX

DOOR TYPES:

A. FLUSH 18 GAUGE GALVANNEALED STEEL HOLLOW METAL INSULATED DOOR WITH 5" X 20"CLEAR TEMPERED GLASS PANEL,1-¾" THICK. STEELCRAFT B SERIES DOORS, DESIGN G WITH BAKED-ON PRIMER; BOTTOMOF GLAZING AT 42" ABOVE FLOOR.

B. FLUSH SOLID CORE, RED OAK VENEER WITH VISION PANEL

DOOR FRAMES:

DOOR FRAMES TO BE HOT DIPPED GALVANIZED, 18 GAUGE HOLLOW METAL JAMBS WITHTHREE ANCHORS PER JAMB, RUST INHIBITIVE PRIMER AND HARDWARE PREP INCLUDINGREQUIRED REINFORCING PLATES. FRAME TO BE 2" X WIDTH REQUIRED.

HARDWARE SET #1

HINCHES: STANLEY FULL MORTISE CB1900 SERIES, 4-1/2" HIGH HINGES, SATINCHROME 626 FINISH, MINIMUM THREE PER DOOR.

CLOSER: LCN 4011/4111 WITH HEAVY DUTY CUSH-N-STOP ARM ON ALL EXTERIOR DOORS. INSTALL CLOSER ON THE LEAST CONSPICUOUS SIDEOF THE DOOR.

EXIT DEVICES: VON DUPRIN 99 SERIES. DEVICES ON RATED DOORS TO BE UL LISTED.LATCHSETS/LOCKSET: SCHLAGE RHODES DESIGN LEVER WITH SATIN CHROME 626 FINISH.DOOR STOPS: GLYNN-JOHNSON 60W WALL BUMPERS TO BE INSTALLED FOR ALL

DOORS THAT OPEN AGAINST A WALL.THRESHOLD: NATIONAL GUARD 425EWEATHERSTRIPPING: SILL SWEEP AND WEATHERSTRIPPING SIMILAR TO NATIONAL GUARD

200NA & 152S ON ALL EXTERIOR DOORS.KICKPLATES: 050 STAINLESS STEEL KICKPLATES, 16" HIGH X 2" LESS THAN DOOR

WIDTH.

HARDWARE SUPPLIER TO SUBMIT HARDWARE SCHEDULE FOR THE ARCHITECTS REVIEW.

INDICATES REQUIRED WORKINDICATES EXISTINGINDICATES REUSE RELOCATED EXISTING

TOWN OF SOUTH WINDSOR BID # 1819-001

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NOT FOR CONSTRUCTION

EL. 85.77'EL. 86.37'

EL. F.F. 86.68'

NORTH WEST ELEVATIONSCALE: 14"=1'-0"

NORTH EAST ELEVATIONSCALE: 14"=1'-0"

SOUTH EAST ELEVATIONSCALE: 14"=1'-0"

PRESSURE TREAT WOOD RAMPS,RAILING PLATFORMSMAX. RAMP PITCH 1"/12"REFER TO A-4.0 FOR DETAILS

2"x12" BALUSTERS 5" O.C.

48"X48" SLIDING ALUMINUMWINDOW W/INSECT SCREEN

EX.EX.EX.EX.

EXISTING NEW

EXISTINGNEW

EXISTING NEW

EL. F.F. 86.68'

EL. F.F. 86.68'48"X48" SLIDING ALUMINUMWINDOW W/INSECT SCREEN

8"X16" ALUMINUMLOUVERS W/SCREEN

PROVIDE (2) 24"x36"ACCESSPANELS SCREWED IN PLACE

PROVIDE (2) 24"x36"ACCESSPANELS SCREWED IN PLACE

HARDBOARD SIDING WITHVERTICAL GROOVES 8"o/c

NEW SKIRTING - TO MATCH SIDINGw/ ALUMINUM VENT LOUVERS

ALUMINUM RAIN LEADERS ANDGUTTERS w/CONC. SPLASH BLOCKS

PRESSURE TREATED WOOD RAMPS,RAILING PLATFORMS AND/OR STAIRSMAX. RAMP PITCH 1", 12"

ALL WOOD WITHIN 8" OF GRADEIS TO BE PRESSURE TREATEDWITH WOOD PRESERVATIVE

2x64x4 POSTS 48" o.c. MAX.

2x62x6

2x4 CAP

INSTALL GUARD RAIL AT ALL HVACUNITS THAT ARE 10' OR LESS FROMROOF PERIMETER (SECURE TO ROOF)

P.T. 2x8 TYP.

FASCIA TO MATCH SIDING

RIGID CONDUIT

ELECTRIC PANEL W/ LOCK ON DOOR

ELECTRIC METER

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18

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A-3.0TOWN OF SOUTH WINDSOR BID # 1819-001

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NOT FOR CONSTRUCTION

3/4" WIDE STROKESOF LETTERS

DARK BLUEBACKGROUND

WHITE LETTERS

MOUNT CENTERLINEOF SIGN 52" ABOVEFINISHED FLOOR SURFACE

RAISED CHARACTERS1/32" ABOVE BACKGROUND

REFER TO DRAWING A3.0 FORADDITIONAL SIGN INFORMATION

1'-4

"

EXIT

DARK BLUEBACKGROUND

WHITE RAISED CHARACTERS 132"

ABOVE BACKGROUND

BRAILLE (GRADE 2) INCONFORMANCE WITHICC/ANSI A117-1-2003

TACTILE EXIT SIGNSCALE: 1"=1'-0"

TACTILE EXIT /ACCESSIBILITY SIGNSCALE: 3"=1'-0"

2'-1

"8'

-0" C

LEAR

CEI

LING

HEI

GHT

8'-4

1/2

" SID

E W

ALL

HEIG

HT2'

-11 2"

1'-0"

.045" SINGLE PLY EPDM ROOFING SYSTEM

PRE-ENGINEERED WOOD TRUSSES AT 24"o.c. ALLWOOD CONSTRUCTION SHALL USE GANG-NAIL TYPETRUSS PLATES. MANUFACTURER SHALL HAVECERTIFIED ENGINEER STAMPED PLANS FOR STATEWHERE MODULAR BUILDING IS INSTALLED

FASCIA - TO MATCH SIDING

ALUMINUM EVE TUBE w/2"x3" RAIN LEADER

RIGID ROOF INSULATION (R-25) OR FIBERGLASS (R-38)INSULATION ABOVE CEILING MIN. STC = 45

5/8" PLYWOOD SHEATHING

EXTENDED PRE-ENGINEERED WOOD TRUSS

2'-0"x4'-0" SUSPENDED CEILING SYSTEM CLASS 'A'PANELS w/SUSPENDED CEILING GRID. FLAME SPREAD- 25 / SMOKE DEVELOPED - 50

2x6 WOOD STUDS AT 16"o.c.

1/2" VINYL CLAD GYPSUM. FLAME SPREAD- 25 ORLESS. SMOKE DEVELOPED - 50 OR LESS.

7/16" PRE-FINISHED HARDBOARD SIDING W/REVERSED BOARD & BATTEN PATTERN & 8"o.c.VERTICAL GROOVES.

BOTTOM BOARD - 1/2" THICK

3/4" T & G PLYWOOD SUBFLOOR

5/8" PLYWOOD STURDI-FLOOR

FLOORING:· VINYL COMPOSITION TILE w/ LOW VOC ADHESIVE

4" HIGH VINYL BASE MOLDING

R-19 KRAFT FACED INSULATION

1 X 4 TO BE SUPPLIED & INSTALLED ON SITE

CONCRETE PEIRS WITH SEISMIC HOLD DOWN TIES

SKIRTING TO BE INSTALLED ON SITE. TO MATCH SIDINGMATERIAL

GENERAL NOTES

1. ALL INSULATION TO BE BATT. TYPE W/ KRAFT PAPER ON WARM SIDE, AS FOLLOWS:FLOOR -- 6" (R-30)WALLS -- 3-1/2" (R-20)ROOF -- (R-25) C.I. OR R-38

2. ALL STRUCTURAL LUMBER TO BE DOUGLAS FIR w/fb=1350 P.S.I. UNLESS OTHERWISE SPECIFIED ON DRAWINGS.3. ALL OPENINGS OVER 3'-0" TO HAVE HEADERS. ALL HEADERS, UNLESS OTHERWISE NOTED, SHALL BE (2) 2X6 W/ 1/2"

PLYWOOD SPACER (GLUED & NAILED) AND LIMITED TO 6'-0" CLEAR SPANS.4. ALL INTERIOR PARTITIONS SHALL BY 2X4 WOOD STUDS AT 16" O.C. UNLESS OTHERWISE NOTED. INSTALL 3-1/2"

INSULATION (UNFACED) FOR SOUND DEADENING.5. ALL MODULAR COMMON MATING WALLS SHALL BE DOUBLE 2X4 WOOD STUDS AT 16" O.C. UNLESS OTHERWISE

NOTED.6. THE FASCIA WILL BE DETERMINED BY THE PRE-ENGINEERED WOOD TRUSS HEIGHT. THE TRUSS SHALL EXTEND TO

THE WIDTH OF THE ROOF OVERHANG AS SHOWN ON THE CROSS-SECTION.7. ROOF TO HAVE MIN. 1/2" PER FOOT SLOPE

FIN. FLOOR

BUILDING SECTIONSCALE: 12"=1'-0"

48" RAMP

LINE OF 2"x2"BALUSTERSBEYOND

CONT. 2x4

4"x4" WOOD POSTMAX. 8'-0"o.c.

FINISHED GRADE ORASPHALT

3'-6

"

3"

112" CLEAR

8" DIAMETER CONCRETEPIER WITH FOOTING ONVIRGIN SOIL

SIMPSON GALVANIZEDMETAL POST BASE

2"x8" JOISTS 16"o.c.MAX. 8'-0" SPAN

5/4"x6" TREX DECKING

1 1/4"Ø NPS SCHEDULE 40HOLLOW METAL PIPEHANDRAIL WITH STEELBRACKETS. 1.66" MAX O.D.

CONT. 2x45/4"x4"CAP-CONTINUOUS

CONT. 2x4

42"

3"

4"x4" POST 8'-0" ON CENTER MAXIMUM LESS THAN 4" CLEAR12"

END OF RAMP

2"x2" WOODBALUSTERS 5"o.c.

4"x4" POST

2"x8" JOISTS

2'-1

0"

RAMP DOWN - 1"/12"MAX. SLOPEMAXIMUM RUN = 30'-0"72

"

12"

2'-0" MIN.

8'-5

"

36"x80" DOOR WITH LEVERHARDWARE & 1/2" HIGHTHRESHOLD

5/4"x6" TREX DECKING

CLASSROOM

42" HIGH WOOD GUARD & BALUSTERS

(2) 114" NPS SCHEDULE 40 HOLLOW

METAL HANDRAIL WITH STEEL BRACKETS

DECK & FLOOR TO BE FLUSH

1'-1

0"

12"

TYPICAL RAMP ELEVATIONSCALE: 38"=1'-0"

TYPICAL RAMP PLANSCALE: 38"=1'-0"

TYPICAL SECTIONTHRU RAMP RAILINGSCALE: 34"=1'-0"

9" 9"

18" C

LEAR

SPAC

E

DOOR

60" M

AX.

FLOOR

6"

6"

48" M

AX. BRAILLE (GRADE 2) IN

CONFORMANCEWITH ICC/ANSI A117-1-2003

WHITE RAISED CHARACTERS &

LETTERS 132" ABOVE

BACKGROUND

PLAN

ELEVATION

DARK BLUE BACKGROUND

24"MIN. CLEAR

12"MIN.

CLEAR

6" MARBLE SADDLE -MAX. 12" HT. -TAPERED EDGE TOMEET ADJACANTFLOOR FINISHES TYP.

36" DOOR WITHCLOSER TYPICAL

42"

MIN

. CLE

AR

CL

TYPICAL DOOR CLEARANCESCALE: 12"=1'-0"

LOCATION OF TACTILE SIGNSSCALE: 12"=1'-0"

60"

1'-0"

2'-0"

5'-0

" CLE

AR11" TREADS MAX.7" MAX. RISERS

5'-6"

CLASSROOMDECK & FLOORTO BE FLUSH

36"x80" DOOR WITHLEVER HARDWARE &1/2" HIGH THRESHOLD

54"x6" TREX DECKING

42" HIGH WOOD GUARD &BALUSTERS

114" NPS SCHEDULE 40

HOLLOW METAL HANDRAILWITH STEEL BRACKETS

TAPERED NOSING ON ALLSTAIR TREADS

TYPICAL STAIR PLANSCALE: 3"=1'-0"

34"

1'-0"

1'-0"11"7" M

AX.

114" NPS HANDRAIL METAL

PIPE CONTINUOUS WITHRETURNS TO WALL ORGUARD AT ALL ENDS.

2x6 JOISTS-16"o.c.-LAG BOLTTO STRUCTURE

22"

22"

34"

2x12 STRINGER

(2) 2x6 TREADS

CLOSED RISER

TYPICAL STAIR HAND RAILEXTENSIONSSCALE: 3

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18

-10

A-4.0TOWN OF SOUTH WINDSOR BID # 1819-001

Plea

sant

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Ele

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591 E

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Rel

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NOT FOR CONSTRUCTION

NOTES:1. ALL CONSTRUCTION MUST MEET OR EXCEED THE STANDARDS OF ANSIS12.60-2002 ACOUSTICAL PERFORMANCE CRITERIA, DESIGN REQUIREMENTS & GUIDELINES FOR SCHOOLS.2. MINIMUM STC RATINGS WALLS - 45 ROOF/CEILING - 453. HVAC GRILLS & DIFFUSERS SHALL HAVE A CATALOGUE NOTICE CRITERIA RATING OF NC 18 OR LESS4. PROVIDE SIESMIC TIE DOWN CONNECTIONS TO MEET ALL BUILDING CODE REQUIREMENTS

EL. 85.77'

EL. 86.37'

EL. 86.68'

CLASSROOMCLASSROOM

CLASSROOMCLASSROOM

AA A

AA A

AA A

AA A

AA A

AA A

AA A

AA A

AA A

AA A

AA A

AA A

AA A

AA A

AA A

AA A

AAAA

CLG.CLG.

CLG. CLG.J

CORRIDOR

FE

P

B

F E

S S

SS

EM-MEM-M

EM-M

EM-M EM-M

REFLECTED CEILING PLANSCALE: 14"=1'-0"

EXISTINGCLASSROOM CLASSROOM

CLASSROOM

F E F E

24"x48" LAY-IN LED LIGHTFIXTURE CHAIN 4 CORNERSTO STRUCTURE ABOVE TYP.

BB

J

J

J

C

C

LED FLOOD LIGHT ONPHOTOCELL

FE

EX.E/EM

EM-S

J

J

J

S S

24"x48" ACOUSTICAL CEILINGTILES W/15/16" INVERTED TEESUSPENDED GRID SYSTEM

J

J

J J

J

J

J

J

J J

J J

J

J J

J J

404 403

402 401

EXISTING WALL

NEW WALL

MIN. No. 12 GAGE GALV. SOFTANNEALED MILD STEEL WIRE

3" M

AX

CEILING SYSTEM GRID RUNNERS

ACT GRID HANGER DETAILN.T.S.

REFERENCE NORTH

N

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IP H

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, AIA

, NC

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18

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A-5.0

ROOM NUMBER

ROOM OCCUPANCY LOAD

101

86120

= 43 P.AREA IN SQUARE FEETROOM OCCUPANCY LOAD

16445

ACTUAL EGRESS OCCUPANCY OF DOOR OR STAIR

EXIT CAPACITYMAXIMUM ALLOWABLE EGRESS OCCUPANCY OFDOOR OR STAIR

15

145'

DIRECTION OF TRAVELWITH ACCUMULATED OCCUPANCY LOAD

FROM FURTHEST POINTMAXIMUM TRAVEL DISTANCE

ACCESSIBLE AREA OR EXIT

1 HOUR FIRE RATED WALL (TIGHT TO DECK ABOVE)

2 HOUR FIRE RATED WALL (TIGHT TO DECK ABOVE)2 HOUR FIRE WALL WHERE NOTED

20 MINUTE FIRE RESISTANCE RATING

J

DUPLEX RECEPTACLE

EMPTY JUNCTION BOX WITH3/4" CONDUIT TO ABOVE CEILING

SINGLE POLE SWITCH

FIRE ALARM PULL STATION

FIRE ALARM HORN / STROBE

AC/DC SMOKE DETECTOR

FLUSH CONDITION

THREE WAY SWITCH3

PROXIMATY CARD READER BY OWNER

EMERGENCY LIGHT, MASTER UNIT

EMERGENCY LIGHT, SLAVE UNIT

WALL MOUNTED SELF CONTAINED EXIT SIGN

WALL MOUNTED EXTERIOR LIGHT - LED

CEILING MOUNTED LED FIXTURE

RIGID INSULATION

THERMAL BATT INSULATION

ACOUSTICAL INSULATION

NOTES:1. INSTALL DUPLEX RECEPTACLE ON ROOF ADJACENT TO HVAC UNITES.2. INSTALL ELECTRICAL ON ROOF FOR HVAC EQUIPMENT.

INSTALL IN CONFORMANCE WITHASTM C636 & C635 & WITHMAX. DEFLECTION OF 1/360

TOWN OF SOUTH WINDSOR BID # 1819-001

Plea

sant

Val

ley

Ele

men

tary

Sch

ool

591 E

llington R

oad

South W

indsor, C

onnecticut 06074

Rel

ocat

able

Cla

ssro

om a

t:

Ref

lect

ed C

eilin

g Pl

an

S

F

P

LEGEND

NOT FOR CONSTRUCTION