INDEX OF DRAWINGS HIGHCREST ELEMENTARY SCHOOL

HIGHCREST ELEMENTARY SCHOOL

WETHERSFIELD, CT 0610995 HIGHCREST ROAD

MICHAEL EMMETTSUPERINTENDENT OF SCHOOLS

NEW PORTABLE CLASSROOMS

21 TALCOTT NOTCH ROADFARMINGTON, CONNECTICUT 06032

FRIAR ARCHITECTURE

TOWN MANAGER GARY EVANS

ARCHITECT

APRIL 12, 2019

INDEX OF DRAWINGS

SET NUMBER

SITE LOCATION MAP

COVER SHEET

R1.1 CODE INFORMATION - REFERENCE SHEET

SITE

1 of 1 EXISTING CONDITIONS SURVEY

ARCHITECTURAL

A0.1 DEMOLITION PLANA1.0 FOUNDATION DETAILS & NOTESA1.1 FOUNDATION PLAN / FLOOR PLANA1.2 REFLECTED CEILING PLANA2.1 ROOF PLAN & DETAILSA3.1 EXTERIOR ELEVATIONSA4.1 DOOR SCHEDULE & MISC. DETAILS

MECHANICAL, ELECTRICAL, FIRE PROTECTION (MEP)

MEP1.1 DEMO & NEW WORK FLOOR PLAN

HIGHCREST ELEMENTARYSCHOOL

PROJECTNORTH

ISSUED TO BID

ANTICIPATED START DATE: JUNE 17, 2019ANTICIPATED COMPLETION DATE: AUGUST 23, 2019

DATES TO BE CONFIRMED BY SELECTED BIDDER

LANDSCAPE

L1.1 SITE LAYOUT PLANL1.2 SITE DETAILS

1'-6

"

TYPICAL ROOM DOOR

LIGHT SWITCH

THERMOSTAT

EXISTING OR NEW DOOR & FRAME

4'-0

"8"

@ C

OU

NTE

RS(U

.O.N

.)

THERMOSTAT,HUMIDISTAT

3"

(U.O

.N.)

F

FIRE ALARM SIGNAL

6'-8

"

4'-8

"

(ADJUSTABLE)

(SENSING TYPE ONLY)THERMOSTAT

(SEN

SIN

G

AND PULL STATION

4'-0

"

3'-8

"

TYPE

ON

LY)

3'-8

"

(ADJ

UST

ABLE

)

TYP.ELECTRICAL/DATA

OUTLETS

ALERT ALARM SIGNALFIRE ALARM SIGNAL

30'-0"

13'-4"

9'-10"

3'-1

"

21'-3"

30'-0

"

30"x48" CLEAR FLOOR SPACE

DEMOLITION TAG

DOOR NUMBER

ROOM NUMBER

PHOTO LOCATION

WINDOW DESIGNATION

SOFFITS / OVERHANG ABOVE

NEW CONCRETE BLOCK

NEW STUD CONSTRUCTION

REVISION NUMBER

PHOTO NUMBER

NUMBER

DATUM / ELEVATION / LEVEL LINE

NUMBER

NUMBER

NUMBER/TYPE

NUMBER

LETTER/TYPE

WALL TYPES

WALL SECTION

COLUMN CENTERLINE

BUILDING SECTION

DETAIL DESIGNATION,

LARGE SCALE PLANS

CASEWORK ELEVATIONS

SECTION NUMBERSHEET NUMBER

SHEET NUMBERSECTION NUMBER

NUMBERS - (VERT.)LETTERS - (HORIZ.)

SHEET NUMBERDETAIL NUMBER

ELEVATION NUMBER

PLAN DETAIL,

ARCHITECTURAL SYMBOLS

MARBLE

GYPSUM BOARD

GLAZING GLASS

ELEVATIONS

CERAMIC TILE

ARCHITECTURAL MATERIALS

FINISHED WOOD

FACE GRAIN

FACE BRICK

CONCRETE

C.M.U.

CERAMIC TILE

CARPET

BATT INSULATION

ALUMINUM

ACOUSTICAL TILE

ROUGH WOOD

FACING TILESTRUCT. GLAZED

STEEL

(INTERRUPTED)

(CONTINUOUS)

PLYWOOD (SMALL)

RIGID INSULATION

ROUGH WOOD

NEW FACE BRICK

AREA OF REFUGE WHEELCHAIR SPACEACCESS. CLEAR FLOOR SPACEASSEMBLY WHEELCHAIR SEAT

ACCESSIBLE ELEMENT

EXISTING CONSTRUCTION

SHEET NUMBER

ELEVATION NUMBER

INTERIOR ELEVATIONS

CONCRETE BLOCK

CEILING DESIGNATIONCEILING HEIGHT (NUMBER)CEILING TYPE (LETTER)

SECTION

MBD.MFR.

LAV.

MACH.

LTG.

W.W.F.

V.T.R.

MANUFACTURERMACHINE

LAVATORYLIGHTING

WT.

W.C.

WELDED WIRE FABRIC

WATER CLOSET

VENT THRU ROOF

WEIGHTIN. OR "

LAB.

INFO.I.D.

JT.

HP.

GYP.BD.

HGT.H.C.

FIXT.

GALV.

FD.

GA.

FL.

FE.

FIN.FD.

ELEV.

EMG.EQ.EQUIP.

FT.

DIST.

EWC.EL.

EA.ELEC.

DEG.

DEPT.DET.DIA.DIM.

DEMO.

DAMPR.

C.U.H.

C.J.

CT

CONT.

T.BD.

STRUCT.

S.F.SQ.YD.

STD.STL.

V.A.T.V.C.T.

T & GTEMP.

INCH OR INCHES

LABORATORY

INFORMATIONINSIDE DIAMETER

JOINT

GYPSUM BOARD

HANDICAPPEDHEIGHTHIGH POINT

T.

U.L.

TYP.

TLTT/O

THK.

FIRE DAMPER

FIXTUREFLOOR

GALVANIZED

FLOOR DRAIN

GAUGE

FINISH, FINISHED

FIRE EXTINGUISHER

STOR.

SGFT.

ST. STL.

VINYL COMPOSITION TILEVINYL ASBESTOS TILE

TONGUE & GROOVE

TREADTYPICAL

UNDERWRITER'S LABORATORIES

TOILETTOP OF

THICK

TACKBOARD

SQUARE FEET (FOOT)

STEEL

TEMPERATURE/TEMPORARY

STORAGE

SQUARE YARD (S)

STANDARD

STRUCTURALSTRUCTURAL GLAZED

STAINLESS STEEL

REINF.REF.

SQ.IN.

SPEC.

SHT.

S.D.

SECT.SCHED.

ELEVATOR

EQUIPMENT

FEET, FOOT

EQUALEMERGENCY

ELECTRIC / ELECTRICALELECTRIC WATER COOLERELEVATION

EACH

DISTANCE

S.T.C.

SIM.

S.J.

CABINET UNIT HEATER

CONSTRUCTION JOINT

DEMOLITIONDEGREE

DEPARTMENT

DIMENSION

DETAILDIAMETER

DAMPPROOFING

CONTINUOUS

CERAMIC

REV.R

REQ'D.

RAD.

QTY.

SHEET

SOUND TRANSMISSION CLASS

SQUARE INCH (S)

SOAP DISPENSER

SPECIFICATIONS

SIMILAR

SEISMIC JOINT

SCHEDULE

REQUIRED

REFRIGERATOR

REVISION, REVISED

QUANTITY

RISER

REINFORCED / REINFORCING

RADIUS

CH.CLOS.

CONF.COL.

BOTT.

CLG.

CL

B/O

ASSTASB.

BLDG.

ARCH.

A.C.T.

APPD.

A.C.

PROJ.

OPG.

MISC.

MEZZ.MIN.

PLYWD.

PL.P.LAM.

MATL.

MAS.

CONTROL ORCONFERENCECOLUMN

CHANNELCLOSET

BOTTOM OF

CEILING

CENTERLINE

BOTTOM

P.C.

PTD.

PLBG.

O.H.

OFF.O.C.

ARCHITECTURAL/ARCHITECTAPPROVED

ASSISTANTASBESTOS

BUILDING

ACOUSTIC TILEAIR CONDITIONING

MET.MECH.MAX.

M.O.

PROJECT, PROJECTION

OFFICE

PLATEPLASTIC LAMINATE

ON CENTEROPPOSITE HAND

PRECAST

PAINTED

PLYWOODPLUMBING

OPENING

MASONRY

MATERIAL

MECHANICALMETAL

MISCELLANEOUS

MEZZANINEMINIMUM

MAXIMUM

MASONRY OPENING

ANODIZED ANOD.

ACOUSTIC AC.ABOVE FINISH FLOOR A.F.F.

AIR HANDLING UNIT A.H.U.ALT.ALTERNATE

ALUMINUM ALUM.ANCHOR, ANCHORAGE ANCH.

LANGLE

@ATAUTO.AUTOMATIC

BM.BEAMBRG.BEARINGBLKG.BLOCKINGBD.BOARD

CAB.CABINET

CAP.CAPACITY

CLG. HGT.CEILING HEIGHTCEM.CEMENTCTR.CENTER

C.BD.CHALKBOARD

CORR.CORRIDOR

DOOR

DRAWINGDRINKING FOUNTAIN

DOWNDOUBLE

DR.

D.F.DWG.DN.DBL.

EXISTING TO REMAIN

EXPANSION JOINT

EXISTING EXIST.

E.J.

ETR.

ETR.EXP.E.J.

EXIST.EXISTING

EXPANSION JOINTEXPANSIONEXISTING TO REMAIN

EQUIPMENTEXTERIOR

EQUIP.EXT.

FLOOR FINISH

FURNISH / FURNISHEDFURRED / FURRING

FOUNDATIONFLR. FIN.

FURN.FURR.

FDN.

HORIZ.HORIZONTALHOLLOW METAL HM.

INTERIORINSULATION

INT.INSUL.

KICKPLATE KP.

MARKER BOARD

OUTSIDE DIAMETER O.D.

PR.PAIRPLAS.PLASTER

PREFAB.PREFABRICATED

PT.POINT

Q.T.QUARRY TILE

RM.ROOM

SQ.SQUARE

SYSTEMSUSPEND, SUSPENSION

SERVICE SINK

SYS.

S.S.

SUSP.

U.H.UNIT HEATERU.V.UNIT VENTILATORU.N.O.UNLESS NOTED OTHERWISE

V.I.F.VERIFY IN FIELD

VERTICAL VERT.

W.P.WATERPROOFING

WBD.WHITE BOARDW/WITHWD.WOOD

ACCUMULATED OCCUPANCY LOAD15

MAXIMUM TRAVEL DISTANCEFROM FURTHEST POINT

A VALUE OF 0.2 INCHES OF WIDTH PER OCCUPANT HAS BEEN USED TO CALCULATE DOOR AND CORRIDOR EGRESS CAPACITY.

A VALUE OF 0.3 INCHES OF WIDTH PER OCCUPANT HAS BEEN USED TO CALCULATE STAIRWAY

EGRESS NOTES

ROOM NUMBER

DIRECTION OF TRAVEL WITH

OCCUPANCY LOAD FACTORAREA IN SQUARE FEET

EXIT CAPACITY

ROOM OCCUPANCY LOAD

MAXIMUM ALLOWABLE EGRESS OR STAIR

EGRESS PLAN LEGEND

(TIGHT TO DECK ABOVE)1 HOUR RATED WALL

SMOKE PARTITION(TIGHT TO DECK ABOVE)

ABBREVIATIONS

OCCUPANCY OF DOOR OR STAIR

FACING TILE

MAXIMUM TRAVEL DISTANCE = 250'-0"ACTUAL TRAVEL DISTANCE = 59'-0"

ACTUAL EGRESS OCCUPANCY OF DOOR

TRAVEL DISTANCE:

ALL DEMOLITION WORK IS TO BE PERFORMED IN ACCORDANCEWITH AN APPROVED ASBESTOS WORK PLAN FROM THE STATE OFCONNECTICUT DEPARTMENT OF PUBLIC HEALTH, UNDERCONTAINMENT WITH A PRESSURE DIFFERENTIAL AND CONTIGUOUSDECONTAMINATION UNITS.

HAZARDOUS MATERIAL NOTES

OCCUPANT LOAD/ NEW PORTABLE CLASSROOMS:

EDUCATIONAL OCCUPANCY = 20 O.L. FACTORNET FLOOR AREA / CLASSROOM 725 S.F.

EGRESS INFO

ROOM NO.100

=492100 5

100312

=72520 37 O.L. PER CLASSROOM

EGRESS FLOOR PLAN SCALE: 3/32"=1'-0"

NORTH PROJECT

OCCUPANT LOAD EXISTING BUILDING:

DISTANCE = 59'-0"MAXIMUM TRAVEL

* *

FIRE / SMOKE STOPPING INFONON - FIRE RATED ACOUSTICAL ASSEMBLIES & SMOKE PARTITIONS :METAL PIPE THROUGH CONCRETE BLOCK WALL ASSEMBLY, INSTALL ATEXISTING & NEW PARTITION WALLS,. THE BASIS OF DESIGN: PRODUCT -CP 506 AS MANUFACTURED BY HILTI, INC. FOR A SMOKE STOPPING

EXISTING & NEW WALLS REQUIRING SMOKE STOPPING

TYPICAL LOCATIONS:

ELECTRICAL MOUNTING HEIGHTS

CODES TO WHICH THIS PROJECT WAS DESIGNED:

CLASSIFICATION OF WORK - Section 303, ALTERATION - LEVEL 1

Required Compliance with Chapter 5: Section 507 ADDITIONS of the International Existing Building Code (IEBC)

THE INTERNATIONAL EXISTING BUILDING CODE (IEBC)

CURRENT CODESCURRENT 2018 STATE BUILDING CODE: 2015 International Building Code *

2015 International Residential Code *

2015 International Energy 2017 National Electrical Code (NFPA 70) *

2009 Accessible and Usable Buildings and 2015 International Mechanical Code *2015 International Plumbing Code *

2015 International Existing Building Code *

Facilities (ICC A117.1-2009)

Conservation Code *

* With Connecticut Amendments and General

CHAPTER 3: COMPLIANCE METHODS -

THE INTERNATIONAL EXISTING BUILDING CODE (IEBC)

CHAPTER 3: Compliance Methods: Work Area Compliance

CHAPTER 5: CLASSIFICATION OF WORK -Section 507 ADDITIONS507.2 Application - Additions to existing buildings shallcomply with the provisions of Chapter 11

2013 NFPA 13 - Installation of Sprinkler Systems

CODE INFORMATION

95 H

IGH

CRES

T RO

AD

NEW

PO

RTAB

LE C

LASS

ROO

MS

HIGH

CRES

T EL

EM. S

CHO

OL

WET

HER

SFIE

LD, C

ON

NEC

TICU

T 06

109

ARCHITECT'S SEAL

SHEET NO.

DESC

RIPT

ION

DATE

NO

.RE

VISI

ON

S

PRO

JECT

NO

.

REVI

EWED

BY:

SCAL

E:

DRAW

N B

Y:

DATE

:

2018

-128

A

03/2

9/19

21 Talcott Notch RoadFarmington, CT 06032

03/2

9/19

04/1

2/19

ISSU

ED F

OR

TOW

N

ISSU

ED F

OR

BID

APPR

OVA

LS

R1.1

CODE

INFO

/

REFE

REN

CE S

HEET

(R1.

1) C

ode

Info

-Ref

eren

ce

PEH

RWR

AS N

OTE

D

ACCESSIBLEEXIT

ACCESSIBLEEXIT

CLASSROOM01

CLASSROOM02

37153

=72520 37 O.L.

72266

73266

109153

03

CORRIDOR

=72520 37 O.L.

37153

37153

EDGE OF EXISTING ROOF OVERHANG

EXISTING BUILDING WALL

RESOURCE CENTER

CLASSROOM

CLASSROOM

CLASSROOM

=605850 121 O.L.

PROJECT AREA

=49020 24 O.L.

24

1261

73

1260

7237

*

*

EXISTING RESOURCE CENTER - 6,058 S.F.

EXISTING PROJECT AREA = 490 S.F.

=49020 24 O.L.

EDUCATIONAL OCCUPANCY = 20 O.L. FACTOR

EDUCATIONAL OCCUPANCY = 50 O.L. FACTOR

=605850 121 O.L.

Statute requirements

Required Compliance with Chapter 11: ADDITIONSof the International Existing Building Code (IEBC)

CHAPTER 11: ADDITIONS - The Addition must comply with Chapter 11, Additions:Section 1101 General - In Particular Sections 1101.1 Scope, 1101.2Creation of Extension of Nonconformity, 1101.3 Other work.Section 1102 Heights and Areas - In Particular Sections 1102.1 HeightLimitations , 1102.2 Area Limitations & 1102.3 Fire Protection SystemsThe Area Limitations complies with Section 507, Unlimited Area Buildingsof the International Building Code for Group E Buildings. In ParticularSection 507.11, Group E Buildings of the International Building Code.Section 1103 Structural - In Particular Sections 1103.1 Compliance withthe International Building Code, 1103.2 Additional Gravity Loads, 1103.3Lateral Force Resisting System 1103.4 Snow Drift Loads & 1103.5 FloodHazard Areas.Section 1105 Accessibility In Particular Section 1105.1 MinimumRequirements.Section 1106 Energy Conservation In Particular Section 1106.1 MinimumRequirements

By complying with the applicable requirements of Chapters 3, 5, & 11 ofthe 2015 International Existing Building Code (IEBC) this addition shall beconsidered in compliance.

6) Roof Construction,

5) Floor Construction

(Including supporting beams and joists)

3) Nonbearing walls and partitions (Exterior)

FIRE-RESISTANCE RATED REQUIREMENTS FOR BUILDING ELEMENTS (Table 601)5.

ExteriorInterior

2) Bearing Walls:

Hr(s)

Hr(s)

Hr(s)Hr(s)

Existing Construction s.f.

Total Floor / Building New Addition s.f.

s.f.

BUILDING HEIGHT (Chapter 5)

BUILDING AREA (Chapter 5)4.

3.

Building Area:

Actual Height (story/feet)(Stories Above Grade)

Allowable Height (story/feet)

Date of Original Construction

GROUP CLASSIFICATION

CONSTRUCTION TYPE (Chapter 6)

1.

2.

(New Addition)Actual Type Provided: (Existing Building)

(Primary)(Incidental)

Addition

-E - Educational

20191967

(Including supporting beams and joists)

1) Structural frame: including columns, girders, trusses Hr(s)

4) Nonbearing walls and partitions (Interior) Hr(s)

CODE INFORMATION

2B

3 Stories/75 Feet

56,642

5A

0

00

see Table 602

0

0

0

SPRINKLER PROTECTION 7.

EXISTING UNRENOVATED CONSTRUCTION

BUILDING AREAS FOR GRANT CALCULATIONS (ENTIRE FACILITY)8.

EXISTING RENOVATED CONSTRUCTION

TOTAL EXISTING CONSTRUCTIONEXISTING BEING DEMOLISHED

TOTAL NEW CONSTRUCTIONTOTAL FACILITY

58,5670

1,92556,6421,877

58,519

Limited Area

Entire BuildingX

Non-designatedACCESSIBLE BUILDING6. DesignatedX

1 Story/15 Feet1

1,87758,519

KEY PLAN

PROJECTNORTH


NEW PORTABLECLASSROOM BUILDING

Method per Section 301.1.2

ZONING TABLE

EXISTING BUILDING -

TO REMAIN

EGRESS CAPACITY.

SUMMARY CHART

Parcel Size

Zoning District

Assesor's Location

Proposed Use

Zoning Summary

Item

Min. Site (Lot) size

Minumum Lot Frontage

Building Setback:

Front

Side

Rear

Max. Building Height

Max. Building Coverage

Max. Impervious Coverage

Min. Yard Abutting Residential Zone

Building Area

Number of Stories

Distance Between Buildings

Existing Required by Code Proposed Building

23.20 Ac.

AA

097012

Educational

20,000 (.46 Ac)

110'

50'

35'

20%

N/A

58,000

2-1/2

10'

23.20 Ac. 23.20 Ac.

1476'

130'

250'

365'

20.5'

5.73%

18.26%

57,862

1

15'

40'

1476'

130'

250'

365'

N/A

30'

20.5'

5.73%

18.26%

57,862

1

30'

MODULAR BUILDING AREA

HIGHCREST SCHOOL

95 HIGHCREST ROAD

DRAWN BY: DO

CHECKED BY: DM

APPROVED BY: DM

TOWN OF WETHERSFIELD

DEPARTMENT OF PUBLIC WORKS

ENGINEERING DIVISION

505 SILAS DEANE HIGHWAY

WETHERSFIELD, CT 06109

REVISIONS

No. COMMENTS

1

Sheet No.

EXISTING CONDITIONS

DATE: 1/29/19

SCALE: 1" = 20' OR

AS NOTED

DATE

DWG FILE: PROJECTS\SCHOOLS\HIGHCREST/

MODULARBUILDINGS/TOPO.DWG

FIELD BOOK: 138 PAGE: 3

of 1

MARCH 19, 2019

L1.1

SITE

LAY

OU

T PL

AN

L1.1

Site

Lay

out P

lan

PEH

RWR

AS N

OTE

D

95 H

IGH

CRES

T RO

AD

NEW

PO

RTAB

LE C

LASS

ROO

MS

HIGH

CRES

T EL

EM. S

CHO

OL

WET

HER

SFIE

LD, C

ON

NEC

TICU

T 06

109

ARCHITECT'S SEAL

SHEET NO.

DESC

RIPT

ION

DATE

NO

.RE

VISI

ON

S

PRO

JECT

NO

.

REVI

EWED

BY:

SCAL

E:

DRAW

N B

Y:

DATE

:

2018

-128

A

03/2

9/19


03/2

9/19

04/1

2/19

ISSU

ED F

OR

TOW

N

ISSU

ED F

OR

BID

APPR

OVA

LS

KEY PLANPROJECTNORTH


LOCATION OF EXISTING PORTABLE CLASSROOM BUILDING TO BEREMOVED / NEW PORTABLE CLASSROOM BUILDING

HIGHCREST ELEMENTARY SCHOOLEXISTING FINISH FLOOR - ELEV. 204.5'

PROPOSED PORTABLE CLASSROOMSFINISH FLOOR - ELEV. 204.5'

BASKETBALL BACKSTOP

RETAINING WALL

TOPSOIL / STOCK PILE AREAS W/EROSION CONTROL

SILT FENCE / HAY BALE LINE TO PROTECTWETLANDS

CONTRACT LIMIT LINE (C.L.L.)

SILT FENCE / HAY BALE LINE TO PROTECTWETLANDS

(C.L.L.)

CONTRACT LIMITLINE (C.L.L.)

(C.L.L.)

(C.L.L.)

SILT FENCE / HAY BALE LINE TOPROTECT WETLANDS

CONSTRUCTION GATE ATSEPARATION OF NEW CONTRACTLIMIT LINE & EXISTING PARKING LOT PROVIDE TREE PROTECTION, TYPICAL

TOWN OF WETHERSFIELD TO CUT BACKEXISTING 48" DIAMETER OAK TREE PRIORTO INSTALLATION OF NEW PORTABLECLASSROOM BUILDING / CONNECTOR

INSTALL GRAVEL @ LAWN AREAS & MAINTAINEXISTING BITUMINOUS WALKWAYS FORCONSTRUCTION ACCESS WAY, TYPICAL

INSTALL GRAVEL @ LAWN AREAS & MAINTAINEXISTING BITUMINOUS WALKWAYS FORCONSTRUCTION ACCESS WAY, TYPICAL

REPAIR EXISTING BITUMINOUS WALKWAYAREAS AS REQUIRED & TIE INTO EXISTINGBITUMINOUS PAVING, TYPICAL

REPAIR LAWN AREA AS REQUIREDPITCH TO DRAIN, TYPICAL

NEW STAIR CONSTRUCTION FROMPORTABLE CLASSROOM, ALTERNATE #1

LINE OF EXISTING BUILDING

EXISTING BUILDING OVERHANG

EDGE OF PAVEMENT

EROSION AND SEDIMENTATION CONTROL NOTES:- CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK

- INSTALL HAYBALES, SILT FENCE, AND SILT SACKS AS REQUIRED

A PRECONSTRUCTION MEETING SHALL BE HELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTIONACTIVITIES ON THE SITE WITH THE CONTRACTOR, ENGINEER, OWNER, AND TOWN STAFF.

SITE EXCAVATION AND GRADING:

- STRIP AND STOCKPILE TOPSOIL IN AREA INDICATED. INSTALL HAY BALESAND SILT FENCE AROUND STOCKPILE AS REQUIRED.

- RELOCATE OR INSTALL ADDITIONAL SILT FENCE OR HAY BALES TO FULLY ENCLOSE AND CONTROL ALL WORK AREAS AS DIRECTED BY THE OWNER OR ENGINEER.

- AS EXCAVATION PROGRESSES, PROVIDE TEMPORARY CHANNELS OR BERMS AS NECESSARY TO DIRECT SITE RUNOFF TO THE PROPOSED OR EXISTING DRAINAGESTRUCTURES AS DIRECTED BY THE OWNER OR ENGINEER.

- THE CONTRACTOR SHALL STOCKPILE ALL EXCESS MATERIAL AT LOCATIONS INDICATED ON THE DRAWINGS OR AS DIRECTED BY THE OWNER OR ENGINEER. HAYBALES SHALL BEPLACED AROUND THE PERIMETER OF ALL STOCKPILES. EXCESS MATERIAL WHICH WILL NOT BEREUSED SHALL BE REGRADED TO REMAIN IN SAID AREA.

- REPLACE CLOGGED SEDIMENTATION CONTROL BALES AS REQUIRED AND CLEAN SEDIMENTFROM BASINS WHEN ACCUMULATION SEDIMENT EXCEEDS 8” IN DEPTH.

ROUGH GRADING AND PAVING:- SEDIMENT AND EROSION CONTROLS WITHIN THE PAVED AREAS SHALL BE LEFT INPLACE UNTIL IMMEDIATELY BEFORE RE-PAVING. MEASURES OUTSIDE OF THE PAVED AREASHALL REMAIN UNTIL A STABLE VEGETATIVE GROWTH HAS BEEN ESTABLISHEDON ALL SLOPES OR UNTIL DIRECTED BY THE ENGINEER.

- CLEAN ALL CATCH BASINS AND STORM MANHOLES OF ALLACCUMULATED SEDIMENT AS DIRECTED BY THE OWNER.

- INSTALL SEDIMENTATION CONTROL BALES IN ACCORDANCE WITH CHAPTER 7, SECT. FOF THE CT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL.

PROJECTNORTH

TRUE NORTH

TELEPHONE POLE

CONSTRUCTION ACCESS

EXTEND SILT FENCE / HAY BALE LINE TOPROTECT WETLANDS

EDGE OF TREE LINE

SANITARY MANHOLECLEANOUT

EDGE OF PAVEMENT

PAVED WALKWAY

PAVED WALKWAY

PAVEDWALKWAY

PAVEDWALKWAY

SITE LAYOUT PLAN SCALE: 1" = 16'-0"

REFER TO DETAIL 7/L1.2

CONTRACT LIMIT LINE (C.L.L.)

WETLAND PROTECTION LINE

CONSTRUCTION ACCESS LINE

NOT TO SCALE

SILT FENCE4

BERM

UP TO SUBBASE BEFORE PAVING.ENTER STORM SYSTEMS, WHEN ROADWAY IS BROUGHT

RAISE AND PROTECT CATCH BASIN TOPS WITH CRUSHEDSTONE AS SOON AS POSSIBLE TO PERMIT DRAINAGE TO

WHERE DIRECTED BY ENGINEER, CONTRACTOR SHALL CONSTRUCTA STONE DIKE IN LIEU OF THE FILTER FABRIC CHECK DAM.

NOTE:

GRAVEL FILL

BALES TO BUTT

LINEGUTTER

FLOW

WITH CURBCATCH BASIN

WALLCURB OR

FLOW

BALED

INLET PROTECTION - EXISTINGINLET PROTECTION - WHEN PAVING

NOT TO SCALE

CHECK DAMS1

STOCKPILE AREA2SCALE: N.T.S.

SILT SACK5SCALE: N.T.S.

INLET PROTECTION3SCALE: N.T.S.

GROUNDEXISTING

POST OR OTHER SUITABLE MOUNTING

FABRICFILTER

PLANSAS SHOWN ON

5' MIN. OR

ELEVATION

SECTION

FILTER FABRIC

FABRIC6"BURIED

EXISTING GROUND

SUITABLE MOUNTINGPOST OR OTHER

2' M

IN.

10' MAX.VARIES

IN GROUNDANCHOR FILTER FABRIC

6"M

IN.

TOE

OF

SLO

PE18" MIN.

BLOCK TO RAISEUPHILL EDGE

NOT TO SCALE

CONCRETE PAVEMENT6

PREPARED SUBGRADE

GRANULAR SUBBASE

BITUMINOUS CONCRETE CLASS 1BITUMINOUS CONCRETE-CLASS 2

FINISH GRADE-PITCHAS INDICATED

PROCESSED AGGREGATE BASE COURSE

BITUMINOUS

6"6"

1'4"

1.5"

WATER FILTERED THROUGHGRAVEL FILL AND FILTER FABRIC

FILTER FABRIC

HAY

SOIL/AGGREGATE STOCKPILE OF EXISTINGSITE MATERIAL TO BE REUSED AND/OR NEWMATERIAL TO BE INSTALLED IN THE WORK

DIRECTION OF RUN-OFF FLOW, TYP.

NOTES:1. ALL EXISTING EXCAVATED MATERIAL

THAT IS NOT TO BE REUSED IN THEWORK IS TO BE IMMEDIATELYREMOVED FROM THE SITE ANDPROPERLY DISPOSED OF.

2. SOIL/AGGREGATE STOCKPILE SITES TOBE WHERE SHOWN ON THEDRAWINGS.

3. RESTORE STOCKPILE SITES TOPRE-EXISTING PROJECT CONDITIONAND RESEED AS REQUIRED.

4. STOCKPILE HEIGHTS MUST NOTEXCEED 35'. STOCKPILE SLOPES MUSTBE 2:1 OR FLATTER

DOUBLE ROW OF SILT FENCING

4'2'

3'

EXPANSION RESTRAINT14" NYLON ROPE

2"x2"x3/4" RUBBERBLOCK

1" REBAR FOR BAGREMOVAL FROM INLET

SILTSACK

NOTE: REGULAR FLOW = 40 GAL/MIN/SFHIGH FLOW = 200 GAL/MIN/SF

ELEVATION PLAN

10' MIN.

4'-0

"2'

-0"GRADE

2x4 WOOD RAIL

1x6 WOOD BRACE

2x4 WOOD POST

RAIL ANDBRACE, ALLSIDES

DRIP LINE

2x4 POST SETVERTICAL AND

PLUMB

TREE TRUNK

DRIP LINE

36" HT. MIN.SNOW FENCE

NOTE: NO STORAGE OF MATERIALS OR DEBRISSHALL BE PLACED TEMPORARILY ORPERMANENTLY, WITHIN THE DRIP LINEOF THE TREE.

NOT TO SCALE

CONSTRUCTION ACCESS / ENTRANCE7

6 INCH.

S

E

E

P

L

A

N

P

A

V

E

D

R

O

A

D

W

A

Y

2

0

F

T

SEPARATION GEOTEXTILE

FILTER FABRIC TC MIRATI

140N OR APPROVED EQUAL

2" (MIN.) CRUSHED

STONE, TO CONFORM TO

CT DOT FORM 817,

M.01.01 No. 3

A

17" MIN.

A

B

B

FLO

W

BALED HAY

LC OF SWALE

EMBED 6"

OVERLAP EDGES

BA

B

4'±DRAINAGE WAY

FLO

W

SILT FENCE

FLOW AA

FLOW

B

ELEVATION

PLAN

SECTION

SECTION

STONE

POINTS "A" SHOULD BESLIGHTLY HIGHER THANPOINT "B"

ELEVATION

PLAN

SILTFENCE

PROVIDE ADDITIONALSILT FENCE AS REQUIREDOR AS ORDERED BY THEENGINEER

AS SHOWN ON THEDRAWINGS OR ASORDERED BY THEENGINEER

PROVIDE ADDITIONALBALES AS REQUIRED ORAS ORDERED BY THEENGINEER

AS SHOWN ON THEDRAWINGS OR ASORDERED BY THEENGINEER


20" MIN.

ELEVATION

HAY BALE

PLAN

ANCHOR WITH TWO 1"x1"x3"STAKES AT EACH BALE

ANCHOR WITH TWO 1"x1"x3"STAKES AT EACH BALE

2' MAX.2' MAX./6" MIN.

B


6" MIN OF SPECIALRIPRAP PLACED INCHANNEL FLOW LINE

SPECIAL RIPRAP

2:1 OR FLATTER SIDESLOPES

PLACE DOWNSTREAM STRUCTURESUCH THAT POINT "B" ISAPPROXIMATELY LEVEL WITH THELOWEST GROUND ELEVATION OF THEUPSTREAM STRUCTURE

L1.2

SITE

DET

AILS

L1.2

Site

Det

ails

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DEMOLITION PLAN1/8"=1'-0"

A0.1

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26'-5"

60'-2

"

28'-612"

PROJECTNORTH


EXISTING PORTABLE CLASSROOM TO BEREMOVED

EXISTINGCLASSROOM

EXISTINGCLASSROOM

EXISTING CLASSROOM

EXISTING TOILETROOM

EXISTINGCLASSROOM

EXISTINGCLASSROOM

EXISTINGCORRIDOR

EXISTINGCORRIDOR

EXISTING BUILDING WALL TO REMAIN

EXISTING ROOF OVERHANG TO REMAIN

EXISTING PORTABLE STAIR CONSTRUCTIONTO BE REMOVED, TYPICAL

EXISTING PORTABLE CLASSROOM STRUCTURETO BE REMOVED, TYPICAL

EXISTING BUILDING CONNECTOR STRUCTURETO BE REMOVED, TYPICAL

TYPICAL NOTE:AT EXISTING PORTABLE CLASSROOM BUILDING & CONNECTOR ALL EXISTING ASSOCIATEDCONCRETE PIERS, FOOTINGS, FOUNDATION WALLS & FLOOR SLABS ARE TO BE REMOVED,TYPICAL

MARCH 19, 2019

TYPE "A" REINFORCEMENT TYPE "B" REINFORCEMENT

EQ EQ

EQ10

"EQ

CONCRETE PIERSEE PLAN & SCHEDULE

TYPICAL VERTICALREINFORCING DOWELS

10"

10"

REBAR

#3'S @ 12" O.C.HORZ. TIES

CENTER LINE OFFOOTING / PIER

L

3'-6

"

FINISHED FLOOR

MO

DULA

R FL

OO

R AS

SEM

BLY

(SEE

SEC

TIO

N)

TOP OF FOOTING

TOP OF PIER 3" M

IN.

ALTERNATE REBAR INSTALLATION METHOD:DRILL & AIR CLEAN NEW HOLES INTO EXIST. CONC. (12" MIN.) TOACCEPT #5 REBAR. AS REQ'D PER SCHEDULE. FILL HOLES W/ "HILTI"TYPE ADHESIVE OR EQUAL, PER MANUF. SPEC'S.

(TO SUBMIT ALTERNATE ADHESIVE, ALTERNATEMUST BE SUBMITTED FOR APPROVALPRIOR TO INSTALLATION)

BASE PLATE:12" X 1/2" STEEL BASE PLATE W/ 6"L X 1/2" DIA. X 2"L HOOKS. WELDTO FRAME W/ 1/4" CONT. WELD, 6" MIN. LENGTH

FINISHED FLOOR ELEVATION - SEE PLAN AND / OR MATCHEXISTING BLDG. ELEVATION

AUGURED, MACHINE OR HAND EXCAVATED CONCRETE FOOTING PLACED AND VIBRATED(SEE PLAN FOR MIN. SIZE REQUIREMENTS)

VERTICAL DOWELS @ SEISMIC PIERS / FOOTINGS(SEE SCHEDULE FOR NUMBER, SPACINGOF REINFORCING AND TYPICAL DETAILS)

CONCRETE PIER -(SEE PLAN & SCHEDULE FOR MIN. SIZE REQUIREMENTS)

MODULAR WALL ASSEMBLY - SEE TYPICAL WALL SECTION 3/A4.1 FOR ALL INFORMATION

FOR ALL INFORMATION

1'-0

"4"VA

RIES

SKIRTING & SKIRT FRAMING - SEE TYPICAL WALL SECTION 3/A4.1

FOR ALL INFORMATION.

BOTTOM OF FOOTING

MODULAR FLOOR ASSEMBLY - SEE TYPICAL WALL SECTION 3/A4.1

1'-4"

1'-4

"

2'-0

"

2'-0"

"B"

"B"24" X 24"

24" X 24"

4'0"

6'6"

4 - #5

4 - #5

REINF.TYPE

REINFORCEMENT SCHEDULE - ONE STORY UNITSSEISMIC REQUIRED PIERS & FOOTINGS ONLY (*)

24" X 24" "A"1'6"

16" X 16"

16" X 16"

"B"

"B"

"A"16" X 16"

6'6"

4'0"

1'6"

INTERIOR

EXTERIOR

PIER SIZEPIER HEIGHT(MAXIMUM)

SEISMIC REQUIRED PIER& FOOTING LOCATION (*)

2 - #5

4 - #5

4 - #5

2 - #5

VERTICAL PIERREINF.

F'c = 4,000 PSI (28 DAYS) MIN. - ALL EXTERIOR SLABS

REINFORCING STEEL - ASTM A-615 GRADE 60 (Fy = 60,000 PSI)

ASTM A-572 Grade 50 ( Fy = 50,000 PSI) COLUMNS AND

ASTM A-500 Grade B ( Fy = 46,000 PSI) TUBE SECTIONS

ASTM A-53 Grade B ( Fy = 35,000 PSI) PIPE SECTIONS.

STRUCTURAL STEEL - ASTM A-36 ( Fy = 36,000 PSI) PLATES, ANGLES, MISC.

WOOD FRAMING - SEE "GENERAL NOTES".

WIDE FLANGE BEAMS

CLASSROOMS: 40 PSF + 20 PSF PARTITION LOAD

ALLOWABLE SOIL BEARING CAPACITY = 4,000 PSF (ASSUMED)

CONFORM TO THE 2015 INTERNATIONAL BUILDING CODE AND

ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE

SEISMIC-RESISTING SYSTEM: LIGHT-FRAMED WALLS WITH SHEAR PANELS

F'c = 3,500 PSI (28 DAYS) MIN. - ALL INTERIOR SLABSF'c= 3,000 PSI (28 DAYS) MIN. - FOOTINGS AND FOUNDATION WALLS.

STRUCTURAL DESIGN DATA

BASIC WIND SPEED: 85 MPH

WIND EXPOSURE "C"WIND IMPORTANCE FACTOR (I) = 1.08

SEISMIC DESIGN:

PEAK ACCELERATION (Aa): 0.14SEISMIC HAZARD EXPOSURE GROUP: IISEISMIC PERFORMANCE CATEGORY: CSOIL PROFILE (S): 1.5 (ASSUMED)

SOIL BEARING CAPACITY

ALLOWABLE STRESSES

CONCRETE (NORMAL WEIGHT)

PEAK VELOCITY - RELATED ACCELERATION (Av) = 0.11

BASIC STRUCTURAL SYSYTEM: LOADBEARING WALL

RESPONSE MODIFICATION FACTOR (R): 6 1/2DEFLECTION AMPLIFICATION FACTOR (Cd): 4

CORRIDORS: 100 PSF

FLOOR LIVE LOAD DESIGN:

SNOW EXPOSURE FACTOR: Ce = 0.7FLAT ROOF SNOW LOAD: Pf = 30 PSFGROUND SNOW LOAD : Pg = 30 PSF

ROOF SNOW LOAD DESIGN:

WIND LOAD DESIGN:

THE CONNECTICUT 2018 SUPPLEMENT

SNOW LOAD IMPORTANCE FACTOR: I=1.0

DESIGN:

"THE FOUNDATION DESIGN IS BASED ON A ASSUMED ALLOWABLE SOIL BEARINGCAPACITY OF 4,000 POUNDS PER SQUARE FOOT. A SUBSURFACE EXPLORATION AND AGEOTECHNICAL REPORT ARE REQUIRED BEFORE COMMENCEMENT OF ANY REBAR SHOPDRAWINGS AND FOUNDATION RELATED WORK. ALL RECOMMENDATIONS MADE BY THEGEOTECHNICAL ENGINEER MUST BE INCLUDED DURING CONSTRUCTION. THE FINALFOUNDATION DESIGN MUST BE STAMPED AND SIGNED BY A LICENSED PROFESSIONALENGINEER REGISTERED IN THE STATE OF CONNECTICUT."

Horizontal shear Fv = 95 p.s.i.

Tension parallel to grain Ft = 575 p.s.i.3. Panel Spacing: 1/16" at ends - 1/8" at edges U.O.N., stagger joints.4. Structural plywood shall conform to requirements of American Plywood Assoc. (APA) Exposure.

1. Prefabricated wood trusses shall be fabricated to carry loads as shown.2. Design and fabrication of wood trusses shall be in accordance with the State of Connecticut Basic

3. Furnish and install temporary and permanent truss bracing as required by applicable codes and standards.

4. Fabricator to submit shop drawings for review and approval prior to manufacture of trusses. They shall show all member sizes and connection details, and be signed and sealed by a liscensed professional engineer

5. Top and bottom chords of roof trusses shall have a minimum size of 2 x 6.

1. Microllam laminated venneer lumber (LVL) shall be fabricated of Eastern Species (ES) or Western Species (WS). The finish product shall have the following minimum properties:

Compression perpendicular to grain parallel to glue line Fc = 750 p.s.i. Flexural stress Fb = 2600 p.s.i. Modulus of elasticity E = 1,900,000 p.s.i. Shear modulus of elasticity G = 118,750 p.s.i.

Horizontal shear perpendicular to glue line Fv = 285 p.s.i.

Compression parallel to grain Fc = 2310 p.s.i.

2. Microllam manufacturer shall provide all metal hangers for microllam beams as required.

1. The General Contractor shall coordinate the dimensions and locations of the roof, floor, & wall openings

2. The General Contractor shall field verify all dimensions related to the existing construction prior to beginning construction. Report all conflicts to the Architect immediately.

1. Chord memebers shall be laminated veneer lumber (LVL) or machine stress rated (MSR)

2. Web members shall be die stamped from electronically welded, cold rolled steel tubing having a

3. Connecting pins and bearing shall be of material and size as required by design.

4. Materials shall comply with NES report No. NER-148 or ICBO ES report No. PFC-4354.

of the State of Connecticut.

so the framing properly fits the requirements of all trades.

DIMENSIONS

MICROLLAM (LVL)

PREFABRICATED WOOD TRUSSES

Building code and applicable AITC Standards.

minimum yield strength of 45,000 p.s.i.

structural sawn dimensional lumber.

OPEN-WEB TRUSS JOISTS

4. Maximum assumed soil bearing capacity: 4000 lbs/sq ft. (to be verified by a Soils Engineer).

1. Footings shall rest on inorganic undisturbed soil or compacted gravel backfill.2. All fill and backfill inside the foundation must be approved gravel compacted to 95% optimum density.3. No backfill shall be placed against any foundation wall until walls are properly braced or floors are erected &

3. Reinforcing steel shall be Grade 60, new billet steel, of intermediate or hard grade conforming to ASTM A-615.4. Welded wire fabric shall conform to ASTM A-185. Fabric in slabs on grade shall be in the upper 1/3 of slab.5. All continuous reinforcing bars shall lap 24 diameters unless noted otherwise. Vertical bars in columns and piers shall lap a minimum of 30 bar diameters.6. Slab elevations are to tops of slabs. Slabs on grade shall be poured in panlels not exceeding 1000 square

7. The General Contractor shall install all anchors, pipe sleeves, inserts,etc. in concrete as required by the trades, and shall coordinate and verify the locations before proceeding with concrete work.

9. Piping, conduit, etc. passing through or embedded in concrete shall be placed strictly in accordance with ACI recommendations. Aluminum products shall not be placed in concrete.

10. All openings in concrete walls shall have 2 additional #5 rebars all around opening, extending 12" beyond opening.

8. Key all construction joints with a beveled 2x4. Dowel all reinforcing a minimum of 24 diameters at joints, more if noted.

2. Concrete coverage of reinforcing steel: 3" at bottoms of footings, 2" for other steel with soil contact, 1. All concrete is to have a minimum 28 day compressive strength (f'c) as noted in "Structural Design Data".

1. All structural steel shall be fabricated & erected in accordance with AISC type 2 construction, unless noted.2. Connections shall be designed for not less than 10 kips for welded and 7 kips for bolted connections, but equal to the uniform load capacity as set forth in the AISC beam load tables.3. All structural steel shall be as noted in "Structural Design Data".

4. No penetrations shall be made through any structural members unless shown on the structural drawings.

Modulus of elasticity E = 1600000 p.s.i. Bending stress Fb = 875 p.s.i. Compression perpendicular to grain Fc = 625 p.s.i. Compression parallel to grain Fc = 1300 p.s.i.

1. Structural lumber includes: roof joists, built-up header beams, stud walls, ties and blocking.

2. All Lumber support framing shall be Douglas Fir #2 or better, and have the following minimum strength Use new lumber conforming to nominal sizes indicated.

WOOD FRAMING

properties:

STRUCTURAL STEEL

anchored in place.

POURED IN PLACE CONCRETE

otherwise 1 1/2", except 3/4" for slabs.

feet having length to with ratio not exceeding 3.

GENERAL NOTES :

1. Design Live Loads: See "Design Data"

EXCAVATION & BACKFILL

LOADS

TYPICAL VERTICAL PIER DOWEL NOTES:

1. CONCRETE SHALL BE AIR ENTRAINED & SHALL HAVEMIN. DESIGN STRENGTH OF 3000 PSI AT 28 DAYS.

2. ALL ACTUAL DIMENSIONS TO BE DETERMINEDBY "ON SITE" CONDITIONS.

3. FOOTING SIZE INDICATED ARE BASED UPON 2 TON / SQ. FT. SOIL BEARING CAPACITY. SHOULD LESS SOILCAPACITY BE ENCOUNTERED, FOOTING SIZESHALL BE ADJUSTED ACCORDINGLY.

GENERAL NOTES:

1. BAR TO EXTEND A MIN. OF 12" INTO FOOTING & A MIN. OF 3" FROM THE TOP OF THE PIER

2. ALL HORIZONTALLY PLACED CROSS MEMBERS TO BE 3/8" DIA. (#3 MIN.) REBAR @ 12" o.c. FROM BOTTOM OF VERTICAL DOWELS

3. ALL 6" HOOKS TO POINT TO THE CENTER OF THE PIERS

"BEARING WALLS MUST BE DESIGNED TO SUPPORT TRIBUTARY DEAD AND LIVELOADS. SHEAR WALLS MUST BE DESIGNED TO RESIST TRIBUTARY WIND AND/OR SEISMIC LOADS.COMBINED BEARING AND SHEAR WALLS MUST BE DESIGNED TO SUPPORT THE TRIBUTARY COMBINATIONOF GRAVITY AND LATERAL LOADS.

MAXIMUM WIND DESIGN PRESSURES ARE AS FOLLOWS: WINDWARD DESIGN PRESSURE = +20.9 PSF LEEWARD DESIGN PRESSURE = -14.5 PSF SIDE WALL AND ROOF SUCTION DESIGN PRESSURE = -18.8 PSFSEISMIC BASE SHEAR IS V=CSW. THE SEISMIC DESIGN COEFFICIENT (CS) = 0.054. "W" INCLUDES THEFOLLOWING: - ROOF AND FLOOR DEAD LOADS - 0.20 X SNOW LOAD - 10 PSF FOR FLOOR INTERIOR PARTITIONS - TRIBUTARY LOADS FROM EXTERIOR WALLS - OPERATING WEIGHT OF PERMANENT EQUIPMENT

PROPOSED WALL CONSTRUCTION MUST BE DESIGNED AND STAMPED BY A LICENSED PROFESSIONALENGINEER REGISTERED IN THE STATE OF CONNECTICUT."

"FLOOR STRUCTURAL FRAMING TO SUPPORT DESIGN LIVE LOADS INDICATED IN"DESIGN DATA" PLUS ALL APPLICABLE DEAD LOADS. PROPOSED FLOOR CONSTRUCTION MUST BEDESIGNED AND STAMPED BY A LICENSED PROFESSIONAL ENGINEER REGISTERED IN THE STATE OFCONNECTICUT."

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TYPICAL PIER DETAILS 3SCALE: 1"=1'-0"

REBAR CAGE DETAILS 2

SCALE: 1/2"=1'-0"

TYPICAL PIER & FOOTING SECTION1

J

KEY PLAN

SCALE:

DEMOLITION PLAN1/8"=1'-0"

A0.1

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PROJECTNORTH


EXISTING PORTABLE CLASSROOM TO BEREMOVED

EXISTINGCLASSROOM

EXISTINGCLASSROOM

EXISTING CLASSROOM

EXISTING TOILETROOM

EXISTINGCLASSROOM

EXISTINGCLASSROOM

EXISTINGCORRIDOR

EXISTINGCORRIDOR

EXISTING BUILDING WALL TO REMAIN

EXISTING ROOF OVERHANG TO REMAIN

EXISTING PORTABLE STAIR CONSTRUCTIONTO BE REMOVED, TYPICAL

EXISTING PORTABLE CLASSROOM STRUCTURETO BE REMOVED, TYPICAL

EXISTING BUILDING CONNECTOR STRUCTURETO BE REMOVED, TYPICAL

TYPICAL NOTE:AT EXISTING PORTABLE CLASSROOM BUILDING & CONNECTOR ALL EXISTING ASSOCIATEDCONCRETE PIERS, FOOTINGS, FOUNDATION WALLS & FLOOR SLABS ARE TO BE REMOVED,TYPICAL

13'-0"

12'-0

"

60'-0

"

26'-0"

13'-0"

30'-0"

5'-0

"

8'-0"

5'-0

"

8'-0"

9"5'

-3"

9"

8'-4

"

5'-6" 12'-6" 6'-0" 6'-0"

12'-0

"12

'-0"

12'-0

"12

'-0"

5'-3

"

10"

30'-0" 26'-0"

60'-0

"

8'-0

"

6'-8"

5'-0"

8'-4

"

6'-0"

2'-2

"

4"

6'-0"

6'-8"

9'-0

"9'

-0"

8'-0

"9'

-0"

9'-0

"8'

-0"

1'-9"

1'-8"

6'-0"

6'-0

"

24'-10"

24'-10"

29'-2

"29

'-2"

3'-6

"4"

10"

4'-1014"

5'-414"

2'-1

0"3'-6

"

334"

A1.1

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OR

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SCALE:

FLOOR PLAN 1/8"=1'-0"

18-1

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(A1.

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SCALE:

FOUNDATION PLAN1/8"=1'-0"

12X6 WOOD STUD@ 16" O.C.

58" GYP BD

58" GYP BD

3

4

2 LAYERS 58" TYPE X GYP BD

2 LAYERS 58" TYPE X GYP BD3-5/8" MTL. STUDS @ 16" O.C.

AS REQUIRED FOR EXTERIOR APPLICATIONS

MINERAL WOOL BATT INSULATION

NEW WALL TYPES

R-19 FIBERGLASS INSULATION.

2 HR. RATED U.L. DESIGN NO. U 474

TYPICAL INTERIOR WALL

TYPICAL EXTERIOR WALL

22X4 WOOD STUD@ 16" O.C.

58" GYP BD

R-19 FIBERGLASS INSULATION.TYPICAL INTERIOR CHASE WALL

Ex TYPICAL EXISTING WALL CONSTRUCTION :4" FACE BRICK - 2" AIR SPACE W/ 1" INSUL.- 6" CMU. VERIFY IN FIELD.

EXISTING WALL TYPES

WALL FINISHES1 - PAINTED GYP BD.2 - EPOXY PAINTED GYP BD.

A - 2X4 ACTCEILING TYPE

KITCHEN1/1

1/11/1 1/1

A23

ROOM NAME

WALL TYPE

CEILING TYPE

BASE TYPE

FLOOR TYPE

1 - 4" VINYLBASE TYPE

2 - NO BASE

2 - VCT1 - CARPETINGFLOOR TYPE

ROOM FINISH LEGEND

VCT TYPE:MANNINGTON COMMERCIAL, SIZE - 12 X 12 STYLE: SOLID POINT COLOR: TBD

VINYL BASE TYPE:ROPPE, 4" COVE BASE (VCT) - TYPE TS COLOR: TBDROPPE, 4" CARPET BASE - TYPE TS COLOR: TBD

CARPET TYPE:THE MOHAWK GROUP, LEES , COLOR: TBD PATTERN: CLASS ACT - BY THE BOOK TILE, PILE : TEXTURED MULTI -COLORED

PAINT TYPE:

LOOP, TILE SIZE 24" X 24", 10 YEAR WARRANTY, GAGE: 1/12, PILE WEIGHT: 17 OZ. / SQUARE YARD, PILE THICKNESS: .084" PER ASTM D 6859

SHERWIN WILLIAMS: LATEX PAINT - (GYP. BD. WALLS)

3 - CLEAN EXISTING BRICK B - PAINTED CONCRETE

MINIMUM REQUIRED - 1 HOUR RATED WALL CONSTRUCTION -PER THE "GUIDELINES FOR DETERMINING FIRE RESISTANCERATINGS OF BUILDING ELEMENTS"

EXTERIOR SIDING & WATER BARRIER

FIRE WALL CONSTRUCTION:

SHERWIN WILLIAMS: EPOXY PAINT / LOW VOC - (CONCRETE/GYP BD.)

58" GYP BD

58" EXT. GD. GYP BD

R-19 FIBERGLASS INSULATION.

WEATHER BARRIER

2X6 WOOD STUD @ 16" O.C.

7/16" FIBER CEMENT SMART PANELW/ 8" o.c. VERTICAL GROOVES

CLASSROOM 021

11

1A11

CLASSROOM 011

11

1A11

CORRIDOR 031

11

1A11

02

01

03

04EX 1

EX 2

A

A

A

A

A

A

1

3

3

3

3

Ex

Ex

DN.

1'-1

"

KEY PLAN PROJECTNORTH


NEW PORTABLE CLASSROOMBUILDING

EXISTINGCLASSROOM

EXISTING CLASSROOM

EXISTING TOILETROOM

EXISTINGCLASSROOM

EXISTINGCORRIDOR

EXISTINGCORRIDOR

EXISTINGCLASSROOM

EXISTINGCLASSROOM

EXISTINGCORRIDOR

PRECAST CONCRETE STAIRCONSTRUCTION

RAMP1 / 12

PRECAST CONCRETE STAIRCONSTRUCTION

PRECAST CONCRETE PIERCONSTRUCTION

OUTLINE OF NEW PORTABLECLASSROOM BUILDING

RAMP CONSTRUCTION

LANDING AT TOP OF RAMP

CONCRETE SLAB ON GRADE W/PERIMETER FOUNDATION WALL &FOOTING, TYPICAL

EXISTING BUILDING WALLTO REMAIN

01A

02A

A

A

DN.

DN.

FACE OF EXISTING BRICK PIER TOMATCH INSIDE FACE OF NEWCONNECTOR WALL

CENTERLINE OF NEWPORTABLE CLASSROOMS

ALTERNATE #1: NEW WOOD STAIRREFER TO STAIR @ DOOR 01A, SIMILAR

FINISH GRADE

4" BITUMINOUS STAIR LANDING

STAIR HANDRAIL BEYOND

P.T. 2X4 TOP RAIL

PREFINISHED T&G VERTICAL WOODSIDING, PAINTED

5/4" P.T. STAIR TREADS & RISERS

P.T. 2X4 BOTTOM RAIL

1 X P.T. WOOD TRIM TOP & BOTTOMAT SIDING EDGE

P.T. 2X6 PLATE AHCHOR BOLTEDTO CONCRETE STAIR LANDING

SIMPSON 'ABU' ADJ. POST BASE,OR APPROVED EQUAL - TYP.

P.T. 2X STAIR STRINGER

P.T. 4x4 POST - TYP.

SCALE: 1/4"=1'-0"

ALT#1: STAIR ELEVATION 1

P.T. 2x6 JOISTS

REFER TO STAIR ELEVATIONS FOR SIMILAR NOTES

P.T. 4x4 POST - TYP.

54 P.T. DECKING TO BE PAINTED WITHSPECIFIED NON-SLIP SURFACING PAINT,TYPICAL

APPROX. GRADE

SCALE: 3/8" = 1'-0"

ALT#1: SECTION @ STAIR2

10" 'SONOTUBE' FOUNDATION FOOTINGSAS SHOWN - TYP. REFER TO PLAN

POST BASE - ABU44Z - TIES 4 X 4 TO CONCRETE

POST CAP - AC4Z - TIES 4X4 POST TO 4X4 BEAM OR GIRDER

JOIST HANGER - LUCZ - TIES DECK JOIST TO HEADER

1-1/2" GALVANIZED STEEL HANDRAIL WITHHANDRAIL BRACKETS @ EACH POST. RETURNHANDRAILS AT ALL ENDS TO POST

P.T. 2-2x6 JOISTS W/POST CAP, TYPICAL

2SECTION

CA3.1

BA3.1

BA3.1

AA3.1

DA3.1

1A1.1

GENERAL NOTES

CEILING TYPE SCHEDULECEILING HEIGHT SCHEDULE

SPRINKLER HEAD. REFER TO FIRE PROTECTIONDRAWINGS FOR SPECIFIC TYPES.

2

1

X'-X"

X'-XX"

CEILING SYMBOLS

REFER TO ELECTRICAL DRAWINGS AND SCHEDULESFOR SPECIFIC FIXTURE TYPES.

CEILING TYPE AND HEIGHT SYMBOL -REFER TO ADJACENT SCHEDULES

GRILLES. REFER TO MECHANICAL DRAWINGS FOR

CEILING TYPE (LETTER)

CEILING HEIGHT (NUMBER)

NEW SUPPLY AND RETURN

SPECIFIC INFORMATION.

LIGHTING FIXTURES.

HEAD LOCATIONS AND RELATED INFORMATION.

BRACING DETAILS FOR NEW SUSPENDED CEILINGS.

CUT CEILING TILES AS REQUIRED FOR INSTALLATIONAROUND VENT PIPING, EXHAUST DUCTS, SPRINKLER

REFER TO DETAILS X/AX.X FOR SEISMIC

EQUIPMENT NOT INDICATED ON THESE DRAWINGS.TYPES, REQUIRED WORK AND FOR OTHER CEILING MOUNTEDREFER TO ELECTRICAL DRAWINGS FOR LIGHTING FIXTURE

REFER TO FIRE PROTECTION DRAWINGS FOR SPRINKLERTHE SPRINKLER LINES SHALL BE INSTALLED CONCEALEDIN ALL AREAS OF SUSPENDED ACOUSTICAL CEILINGS,

HANGER RODS, CONDUIT, ETC.

4

3

2

1

PAINTED GYP. BD.

2x4 SUSPENDED ACOUSTICAL TILE

B

A3 7'-10"

A1.2

REFL

ECTI

VE C

EILI

NG

PLAN

SCALE:

CEILING PLAN1/8"=1'-0"

18-1

28A

(A1.

1) F

loor

Pla

n

PEH

RWR

ASN

OTE

D

95 H

IGH

CRES

T RO

AD

NEW

PO

RTAB

LE C

LASS

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LS

CEILING TYPE: C-1ARMSTRONG: FINE FISSURED SQUARE LAY-IN MEDIUM TEXTURE ITEM NO. 1714SIZE: 2' X 4' X 3/4", CLASS A, GRID SYSTEM 15/16" PRELUDE XL

CORRIDOR 03

A 3

CLASSROOM 02

A 3

CLASSROOM 01

A 3

NOTES:

#12 GAUGE WIRE BRACING IN PLANE OF EACH RUNNER.VERTICAL ANGLE = 45°

2. HANGER WIRES "N" AND "S" ARE IN THE SAME VERTICALPLANE AS THE MAIN RUNNER. HANGER WIRES "E" AND "W"ARE IN THE VERTICAL PLANE PERPENDICULAR TO THE MAINRUNNER.

"S""W"

MAIN RUNNERCROSS RUNNER

45°45°

45°45°

"N" "E"

OR

CLEAR

8"8"

TOPS OF WEB MEMBERSWRAP AND TIE WIRE AROUND

TOP CHORD

BRACING WIRE

SION SHEILDLEAD EXPAN-SCREW IN3/16" EYE

PINDRIVEN EYE3/16" POWER

WIRE BRACING

3/4"x18 GAUGE STRIP

METAL DECK

TAPPING SCREWS2-8x1/2" METAL

CLEARANCE ATOPPOSITE WALLS(NOT ATTACHED)

WALLONE ADJACENTSTARTING ANDATTACHED AT

RUNNERS AT WALLS

BRACE AT METAL DECK

1/4"

TYPICAL SEISMIC BRACING DETAILSNOT TO SCALE

1.

BRACE AT OPEN WEB JOIST

BRACE AT EXISTING CONCRETE




EXISTINGCLASSROOM

EXISTING TOILETROOM

EXISTINGCLASSROOM

EXISTINGCORRIDOR

EXISTINGCORRIDOR

INSULATION / COVER BD

.060" EPDM MEMBRANEBONDING ADHESIVE

TREATED WOOD NAILER

CONTINUOUS BEAD OF

EXTRUDED BAR

FASCIA COVER

S.S. FASTENERSSPACED 12" O.C.

WATERBLOCK1-1/4"

1/2" MIN.

1/2" MIN.

TYPICAL WALL CONSTRUCTION8"

TYP

ICAL

WOOD NAILER MUST BE INSTALLED TO MEETAPPLICABLE BUILDING CODES OR 200 LBS PERLINEAR FOOT MINIMUM IN ANY GIVEN DIRECTION.

WALL

ROOF DECK

WALL / CURB

NOTES:MAXIMUM 6" LONG FASTENERS. (NOTE: WOOD BLOCKING MAY BE SUBSTITUTEDFOR INSULATION TO REDUCE FASTENER LENGTH REQUIREMENT)

2.

WELDED SPLICEEPDM MEMBRANE

EPDM BONDING ADHESIVE

USE APPROPRIATETERMINATION

BONDING ADHESIVE REQUIRED BETWEEN MEMBRANE AND INSULATION FOR

EPDMBONDING ADHESIVE

1.

ROOF FASTENER AND SEAMPLATE AT 12" O.C. MAX.

EPDM 18" CURB FLASHING OR MEMBRANE

3.

SEAM PLATE POSITIONED1/2" BEYOND WALL/CURB

(SEE NOTES)

IN CASE OF OBSTRUCTION REFER TO ALTERNATE DETAIL

PROTECTION BD. &INSULATION

FULLY ADHERED SYSTEMS.

ROOF DECK

1/2"

MIN

.

6" GUTTER(SEE NOTES)

NOTES:

1.

2.

ROUND ALL METAL CORNERS AND PLACE

3.

BACK OF GUTTER STRAP 1/4" BELOW TOP OF WOOD NAILER.DO NOT PRE-NAIL MEMBRANE TO THEFACE OF THE WOOD NAILER.

ANCHOR GUTTER IN ACCORDANCE WITH SMACNA RECOMMENDATIONS.

4. WOOD NAILER MUST BE INSTALLED TOMEET APPLICABLE BUILDING CODES OR 200 LBS PER LINEAR FOOT MINIMUM IN ANY GIVEN DIRECTION.FLANGE OF METAL GUTTER MUST BE FULLY5.SUPPORTED BY WOOD AND TERMINATED ATLEAST 1/2" FROM EDGE OF WOOD.

ROOF DECK


PITCH GUTTER TO DRAIN

APPROPRIATE FASTENER

CONTINUOUS BEAD OFLAP SEALANT (REQUIRED)

BONDING ADHESIVE

.060" EPDM MEMBRANE

ROOF FLASHING PRIMER

9" SEAM FLASHING

5" SEAM FLASHING

CONTINUOUS BEADOF LAP SEALANT

1-1/4" HOT DIPPED GALVANIZED ROOFNAILS AT 4" (101.6 mm) O.C. MAX.

1/4" MAX.

1" MIN.

WOOD NAILER (SEE NOTES)

(SEE NOTES)

TYPICAL WALL CONSTRUCTION

8" MIN.

4" MIN.


14"

MIN.

FASTENER & SEAM PLATE @12" O.C. MAX.

EPDM BONDING ADHESIVE(SEE NOTES)

EXISTING SHEATHING TO REMAIN, PREP AS REQUIRED FOR NEW EPDMROOFING & ASPHALT SHINGLE RESTORATION.

EXISTING ASPHALT SHINGLE ROOF CONSTRUCTION, REMOVE, WATERPROOF, FURNISH& INSTALL NEW SHINGLES AS REQUIRED TO MATCH.

INSTALL CONTINUOUS METAL ROOF CLEATWITH 1" DRIP EDGE, TYPICAL

INSTALL NEW SELF ADHERING WATERPROOF UNDERLAYMENT MEMBRANEUP SLOPED ROOF & UNDER EXISTING ASPHALT SHINGLES, TYPICAL

1-1/4" HOT DIPPED GALVANIZED ROOF NAILSAT 6" O.C. MAX.

CONTINUOUS BEAD OF WATERBLOCK

EPDM 18" CURB FLASHING OR MEMBRANE

EPDM BONDING ADHESIVEEPDM MEMBRANE

WELDED SPLICE (SEE NOTES)

ROOF DECK

A2.1

ROO

F PL

AN

& D

ETAI

LS

SCALE:

ROOF PLAN1/8"=1'-0"

18-1

28A

(A2.

1) R

oof P

lan

PEH

RWR

AS N

OTE

D

95 H

IGH

CRES

T RO

AD

NEW

PO

RTAB

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LASS

ROO

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NEWCONSTRUCTION

EXISTINGCONSTRUCTION

SINGLE PLY EPDM ROOF CONSTRUCTIONAT MODULAR CLASSROOMS.060 FULLY ADHERED SINGLE PLYROOFING MEMBRANE ON 5/8" OSBSHEATHING

EXISTING / NEW BUILDING WALLBELOW SHOWN DASHED, TYPICAL

4" ALUMINUM GUTTER &DOWNSPOUTTYPICAL. REFER TO ROOF GUTTERDETAIL 1/A2.1

ALUMINUM ROOF EDGE FLASHINGREFER TO DETAIL 2/A2.1

EQUIPMENT SCREEN GUARDRAIL FOR ALL EQUIPMENT WITHIN 10' OF ROOF EDGE. GUARDRAIL AND FASTENERSMUST BE INSTALLED TO MEET APPLICABLE BUILDING CODES OR 200 LBS PER LINEAR FOOT MINIMUM IN ANY GIVENDIRECTION.CONSTRUCTION TO MATCH GUARDRAILS ON EXISTING MODULAR CLASSROOMS. "KEEGUARD ROOF EDGEPROTECTION SYSTEM", OR EQUAL. EQUIPMENT SCREEN TO BE INSTALLED ON SOUTH AND WEST SIDE OF NEWMODULAR CLASSROOMS.

EXISTING SHINGLE ROOFCONSTRUCTION TO REMAIN, TYPICAL

14" / FOOT PITCH

14" / FOOT PITCH

14" / FOOT PITCH

SCALE: NOT TO SCALE

ROOF DETAIL2

SCALE: NOT TO SCALE

ROOF DETAIL3

SCALE: NOT TO SCALE

ROOF DETAIL1SCALE: NOT TO SCALE

ROOF DETAIL4

PLAN NORTH

3. ALL DESIGN DATA INFORMATION ON SHEETS APPLY UNLESS NOTED OTHERWISE.

GENERAL NOTES:

--- 3-1/2" (R-11) UNFACED --- (R-30) CLOSED CELL

2. ALL GENERAL NOTES ON SHEETS APPLY UNLESS NOTED OTHERWISE.

1. ALL INSULATION TO BE BATT TYPE W/KRAFT PAPER ON WARM SIDE, AS FOLLOWS:

--- 6" (R-22) W/ VAPOR BARRIER --- 6" (R-19) FACED AT WARM SIDE

FLOOR EXT. WALL INT. WALL MODULAR ROOF

--- 4" RIGID (R-30) CONNECTOR ROOF FOAM INSULATION

EXISTING BUILDING WALL BELOWSHOWN DASHED, TYPICAL

4" ALUMINUM GUTTER & DOWNSPOUTTYPICAL. REFER TO ROOF GUTTER DETAIL 1/A2.1

KEY PLAN

PROJECTNORTH



3'-0

"

"HARDI" CEMENTITIOUS PANEL

TYPICAL

"HARDI" PRIME TRIM: TOP 1 X 6,BOTTOM 1 X 6, CORNER 1 X 4,MATE LINES 1 X 4, TYPICAL

1 X 4 "HARDI" PRIME TRIM @ WINDOWS,

TYPICAL EXTERIOR WINDOW:

TYPICAL

3'-4" X 4' VINYL FRAMED HORIZONTAL SLIDER

MINI BLINDS , TYPICALW/ DOUBLE INSULATING GLASS, BUG SCREEN &

CONCRETE PIER FOOTINGS3'-6" BELOW FIN. GRADE

ALUMINUM GUTTER & DOWNSPOUT,TYPICAL

FINISH GRADE

95 H

IGH

CRES

T RO

AD

NEW

PO

RTAB

LE C

LASS

ROO

MS

HIGH

CRES

T EL

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A3.1

EXTE

RIO

R EL

EVAT

ION

S

(A3.

1) E

xter

ior E

leva

tions

PEH

RWR

AS N

OTE

D

VERTICAL SIDING & SKIRTING,




SCALE: 1/4"=1'-0"

NORTH ELEVATION A

SCALE: 1/4"=1'-0"

SOUTH ELEVATION B

EAST ELEVATION C WEST ELEVATION D

EXISTING SCHOOL E

SCALE: 1/4"=1'-0"

SCALE: 1/4"=1'-0"

SCALE: 1/4"=1'-0"

PARTIAL NORTH ELEVATION AT

EXISTING ROOF BEYONDTO REMAIN

NEW DOOR & FRAME

EXISTING FOUNDATION WALLBEYOND, V.I.F.

NEW BUILDING CONNECTORREFER SOUTH ELEVATION B

EXISTING BRICK WALL BEYOND

GALVANIZED STEEL PIPE RAIL

WOOD STAIR CONSTRUCTION

FINISH GRADE

NEW BUILDING CONNECTOR

CONCRETE PIER FOOTINGS3'-6" BELOW FIN. GRADE

8" X 16" ALUMINUM LOUVERVENTS, TYP.

EXISTING ROOFCONSTRUCTION TO REMAIN

EXISTING FOUNDATIONWALL TO REMAIN

EXISTING WALLCONSTRUCTION TO REMAIN

NEW BUILDING CONNECTORNEW PORTABLE CLASSROOMSNEW BUILDING CONNECTOR NEW PORTABLE CLASSROOMS

NEW DOOR & FRAME

ALUMINUM GUTTER & DOWNSPOUT,TYPICAL

EXISTING ROOFCONSTRUCTION TO REMAIN

EXISTING FOUNDATIONWALL TO REMAIN

EXISTING WALLCONSTRUCTION TO REMAIN

NEW PORTABLE CLASSROOM

ROOF EDGEELEV. 1O'-6" V.I.F.

FIN. FLOOR ELEV. 0'-0" V.I.F.

FIN. FLOOR ELEV. 0'-6"

EXISTING BUILDING FIN. FLOORELEV. 0'-0" V.I.F.

NEW CONNECTOR / NEW CONNECTOR NEW PORTABLE CLASSROOM FIN. FLOOR ELEV. 0'-6"

NEW PORTABLE CLASSROOM FIN. FLOOR ELEV. 0'-6"

FINISH GRADE STAIR, REFER TO STAIR ELEVATION1/A1.1STAIR, REFER TO STAIR ELEVATION

1/A1.1

VARIES

HM-1M-1

2"6'

-8"

2" 2"

6'-8

"

VARIES

4" 8"

M-2

3'-8

"2'

-0"

1'-0

"

VARIES

4" 8"

M-3

3'-8

"2'

-4"

8"

VARIES

8" 8"

STANDARD SIGN

STORAGE

6" T

YP.

14"

14"

5 1 2"

6" T

YP. 5

12"

14"

14"

TWO LINE SIGN

1000CLASSROOM

BRAILLE

BRAILLE

TYPE 1

TYPE 2ACCESSIBLE

BRAILLE

EXIT

14"

14"

8" T

YP.

( H.C

. )

TYPE 3

8" MAX.

1 1 2"

6"

8.5"

11" MAX

EMERGENCY EGRESS DIAGRAM

YOU ARE HERE.

NOTE: TEXT, STAR, LINE, ARROW SHOULD BE IN COLOR RED.

8" MAX.

WELCOME VISITORS

14"

14"

BRAILLE

PLEASE CHECK INAT THE MAIN OFFICE9"

2"

12" MAX

THANK YOU

VISITORS SIGN EMERGENCY EGRESS DIAGRAMTYPE 4 TYPE 5

* PROVIDE A VISITOR'S SIGN AT EACH EXIT

PROVIDE AN EMERGENCY EGRESS DIAGRAM FOR EACH OCCUPIED SPACE.

NOTE: NOT INCLUDED IN SIGN SCHEDULE INSTALL SIGN TYPE 4 AT ALL OCCUPIED SPACES, TYPICAL

CONC. PIER

@ FLOOR LEVEL

4" VINYL COVE BASE

4" ALUMINUM GUTTER & DOWNSPOUT

FLAME SPREAD - 25 / SMOKE DEVELOPED - 50 OR EQUAL.WHITE PANELS W/ WHITE SUSPENDED CEILING GRID.2'-0" X 4'-0" SUSPENDED CEILING SYSTEM. CLASS "A"

R-30 CLOSED CELL FOAM INSULATION

TYPICAL PIER & FOOTING SECTION REFER TODETAIL 2/A1.0

FINISH GRADE

TYPICAL MODULAR FULLY ADHEREDEPDM ROOF CONSTRUCTION:.060 SINGLE PLY FULLY ADHERED EPDMROOFING MEMBRANE5/8" (CDX) PLY. WD. ROOF SHEATHING APPLIEDW/ EXT. GLUE2 X 8 ROOF RAFTERS @ 16" o.c. W - 1/4"/ FOOT MIN. ROOFPITCH

1/2" TYPE X GYP. BD.

7'-10" A.F.F. TYPICAL CEILING HEIGHT

METAL ROOF EDGE @ GUTTER, TYP.

VINYL WALL COVERING TYPICAL @ INTERIOR

TYPICAL MODULAR FLOOR CONSTRUCTION:5/8" APA PLY WOOD STURDI FLOOR TOP LAYER W/3/8" UNDERLAYMENT GRADE PLYWOOD2 X 6 FLOOR JOISTS @ 16" o.c.R-30 CLOSED CELL FOAM INSULATION

REFER TO FLOOR PLAN FOR FLOOR FINISH, TYP.

FINISH FLOOR ELEV. 0'-0"

TYPICAL SIDING - 7/16" "HARDI" BOARDSIDING W/ 8" o.c. VERTICAL GROOVES

TYPICAL MODULAR EXTERIORWALL CONSTRUCTION:7/16" HARDI BOARD SIDING W/ 8" o.c. -VERTICAL GROOVESBUILDING WRAP5/8" EXT. PLY WOOD SHEATHING2 X 6 WOOD STUD FRAMING @ 16" o.c.R-21 KRAFT PAPER HIGH DENSITYFIBERGLASS INSULATION5/8" GYP. BD.

SKIRTING SIDING - 7/16" "HARDI" BOARDSIDING W/ 8" o.c. VERTICAL GROOVES TOMATCH TYPICAL SIDING

1" X 6" "HARDI" PRIME TRIM BD.

FASCIA SIDING - 7/16" "HARDI" BOARD SIDINGW/ 8" o.c. VERTICAL GROOVES TO MATCHTYPICAL SIDING

1" x 4" "HARDI" PRIME TRIM BD.

1" x 6" "HARDI" PRIME TRIM BD. @ROOF EDGE

MODULAR CLASSROOM BUILDING

@ GRADE1" X 6" "HARDI" PRIME TRIM BD.

BOTTOM OF STEEL

10'-0" A.F.F. APPROXIMATE HEIGHT OF ROOF EDGE

BOTTOM OF FOOTING

(-) 3'-6" BELOW FIN GD.

A4.1

DOO

R SC

HEDU

LE

& M

ISC.

DET

AILS

(A4.

1) D

oor S

ched

ule-

Deta

ils

PEH

RWR

AS N

OTE

D

95 H

IGH

CRES

T RO

AD

NEW

PO

RTAB

LE C

LASS

ROO

MS

HIGH

CRES

T EL

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DOOR AND FRAME SCHEDULE

DOO

R N

UM

BER

NEW

DO

OR

& F

RAM

E

DOO

R W

IDTH

DOO

R H

EIG

HT

SIZE

TYPE

DOOR

TYPE HEADDETAIL

JAMBDETAIL

FRAME

FIRERATING

THRESHOLDDETAIL

PAN

IC R

ELEA

SE L

ATCH

AUTO

CLO

SER

POSI

TIVE

LAT

CHIN

G

LEVE

R H

ANDL

ES

ACCE

SSIB

LE T

HRE

SHO

LD

DOOR HARDWARE

MOUNTING HEIGHT: 60"O.C. ABOVE FINISH FLOOR

SIGNAGE TEXT

01

02

03

3'-0"

3'-0"

3'-0"

6'-8" HM-1 2-2X6 CLASSROOM

HM-1

HM-1

2-2X4

2-2X6 2-2X4 CLASSROOM

WEA

THER

STR

IPPI

NG

6'-8"

6'-8" 3-2X6 2-2X6

EXTERIOR DOOR HARDWARE SET (M-3)

1 HINGE , CONTINUOUS GEARED

ITEM: DESCRIPTION: MANUFACTURER:

780=11HD / 112 HD- 85" - CLEAR - CONCEALED LEAF(VERIFY MODEL REQUIRED)

ROTON

EXIT DEVICE W/ LEVER EXIT TRIM 3888SL88F 32D RIM EXIT DEVICE PANICBAR W/ EXIT TRIM

ARROW

1 CLOSER, OVERHEAD PARALLEL ARM UNI - 7500 - 689 ( P Stop @ 90 Degrees) (AllBrackets & Supports for a Blade Stop Application)

NORTON

1 KICK PLATE 10" x 34" - 18 Ga - US32D

1 GASKETING S88D - 36" x 86"

1 THRESHOLD 2005AT x 36" PEMKO

DOOR MANUFACTURER MUST PROVIDE SUFFICIENT REINFORCING FOR ALL DOORHARDWARE.

1 WEATHERSTRIP BY METAL DOOR SUPPLIER1 DOOR BOTTOM SWEEP BY METAL DOOR SUPPLIER

ROCKWOOD

PEMKO

INSTALLERS WILL MAKE ANY FINAL ADJUSTMENTS TO ASSURE THE SMOOTHOPERATION OF THE DOOR & DOOR HARDWARE

TYPICAL DOOR NOTES:

TYPICAL EXTERIOR DOOR & FRAME - DOORS 03 & 04 (M-3):36" X 80" (18 Ga.) INSULATED STEEL DOOR W/ (16 Ga.) STEEL DOOR JAMBS. DOOR GLAZING - 1/2 LITESAFETY GLAZED INSULATED GLASS. DOOR HARDWARE LCN CLOSER, LEVER HANDLE, PANIC HARDWARE,WEATHER STRIPPING & HANDICAP ACCESSIBLE THRESHOLD. REFER TO EXTERIOR DOOR HARDWARE SETABOVE FOR ADDITIONAL INFORMATION

TYPICAL INTERIOR & FRAME - CLASSROOM DOORS 01 & 02 (M-2):36" X 80" (18 Ga.) STEEL DOOR W/ (16 Ga.) STEEL DOOR JAMBS. DOOR LITE GLAZING - SAFETY GLASS. DOORHARDWARE CLASSROOM FUNCTION LEVER SET , GRADE 2

SIGNAGE TYPES

REFER TO DETAIL 2/A4.1

2

2

3, 4

ADDITIONAL DOOR HARDWARE NOTES:TYPICAL DOOR THRESHOLDS:AT DOORS 03 & 04 INSTALL PEMKO, 2005AT X 36"ALUMINUM THRESHOLD SIMILAR TO EXTERIOR DOOR HARDWARE SET (M-3)

SEE NOTES

04 3'-0" HM-16'-8" M-3 3-2X6 2-2X6 SEE NOTES

M-3

M-2

M-2

SCALE: 1/2" = 1'-0"

TYPICAL WALL SECTION @ PORTABLE CLASSROOM 3

SCALE: NOT TO SCALE

SIGN TYPES 2

SCALE: NOT TO SCALE

DOOR & FRAME SCHEDULE / ELEVATIONS1

3

01A

02A 3'-0" HM-16'-8" 3-2X6 2-2X6 SEE NOTESM-3

3'-0" 45 MIN.HM-16'-8" 3-2X6 2-2X6 SEE NOTESM-3

EXIT

EXIT 3, 4

F

F

F

F

3

3

3

3

T

T

AA

AA

AA

AA

FF

T

T

FF

S

SS

S

J

S

MEP1.1

DEM

O &

NEW

WO

RK

FLO

OR

PLAN

SCALE:

NEW MEP FLOOR PLAN1/8"=1'-0"

18-1

28A

(A1.

1) F

loor

Pla

n

PEH

RWR

ASN

OTE

D

95 H

IGH

CRES

T RO

AD

NEW

PO

RTAB

LE C

LASS

ROO

MS

HIGH

CRES

T EL

EM. S

CHO

OL

WET

HER

SFIE

LD, C

ON

NEC

TICU

T 06

109

ARCHITECT'S SEAL

SHEET NO.

DESC

RIPT

ION

DATE

NO

.RE

VISI

ON

S

PRO

JECT

NO

.

REVI

EWED

BY:

SCAL

E:

DRAW

N B

Y:

DATE

:

2018

-128

A

03/2

9/19


03/2

9/19

04/1

2/19

ISSU

ED F

OR

TOW

N

ISSU

ED F

OR

BID

APPR

OVA

LS

CORRIDOR 03

A 3

CLASSROOM 02

A 3

CLASSROOM 01

A 3




EXISTINGCLASSROOM

EXISTING TOILETROOM

EXISTINGCLASSROOM

EXISTINGCORRIDOR

EXISTINGCORRIDOR

SCALE:

DEMO MEP FLOOR PLAN1/8"=1'-0"

EXISTING CORRIDOR

EXISTING CLASSROOM

EXISTING CLASSROOM

EXISTINGCLASSROOM

EXISTING TOILETROOM

EXISTINGCLASSROOM

EXISTINGCORRIDOR

EXISTINGCORRIDOR

1. ALL EQUIPMENT SCHEDULED TO BE REMOVED SHALL BECOME THE PROPERTY OF THEOWNER AND SHALL EITHER BE STORED ON-SITE OR PROPERLY DISPOSED OF BY THEELECTRICAL CONTRACTOR (E.C.) PER THE OWNER'S DIRECTION.

2. COORDINATE ALL REQUIRED ELECTRICAL SHUTDOWNS WITH OWNER PRIOR TOCOMMENCING WORK.

3. WHERE REMOVAL OR RELOCATION OF AN ELECTRICAL DEVICE INTERRUPTS EXISTINGCIRCUIT CONTINUITY, MAINTAIN CIRCUIT CONTINUITY TO ALL EQUIPMENT OR DEVICESTHAT ARE TO REMAIN.

4. REMOVE ALL EXISTING WIRING AND CONDUIT LOCATED ABOVE CEILING AND IN WALLSTHAT ARE NOT TO BE REUSED. ALL WIRING AND CONDUIT TO BE REMOVED SHALL BEREMOVED IN ITS ENTIRETY BACK TO SOURCE PANEL. REMOVE ALL ASSOCIATEDMOUNTING HARDWARE. WHERE REMOVAL OR RELOCATION OF EXISTING CONDUITPASSES THROUGH EXISTING WALLS, THE OPENINGS SHALL BE SEALED AND PAINTED TOMATCH THE EXISTING SURROUNDING AREA. SEAL ALL ELECTRICAL PENETRATIONSTHROUGH FIRE RATED PARTITIONS.

5. EXISTING WIRING SHALL NOT BE REUSED, UNLESS OTHERWISE NOTED.

6. ALL EXISTING FIXTURES, RECEPTACLES, SWITCHES AND OTHER RELATED ELECTRICALDEVICES SCHEDULED TO BE REMOVED UNDER DRAWING DEMO NOTES, SHALL BE FIELDVERIFIED FOR EXACT QUANTITY.

7. REMOVE ALL ELECTRICAL DEVICES AND/OR EQUIPMENT LOCATED IN WALLS ORCEILINGS BEING DEMOLISHED. WIRING OR DEVICES THAT HAVE BEEN DISCONNECTEDSHALL NOT BE ABANDONED IN PLACE UNLESS NOTED OTHERWISE.

8. CONTRACTOR SHALL COORDINATE WITH ALL OTHER TRADES FOR DISCONNECTION OFANY EQUIPMENT BEING REMOVED BY OTHERS. CONTRACTOR SHALL REMOVE ALLWIRING AND CONDUIT BACK TO SOURCE.

9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND PROPERLY DISPOSE OFALL ELECTRICAL EQUIPMENT, LIGHT FIXTURES, LAMPS, BALLASTS, WIRE, CONDUIT ANDASSOCIATED HARDWARE FROM THE SITE NOT DESIRED BY THE OWNER.

10. DRAWING DOES NOT INDICATE ALL ELECTRICAL OR OTHER TRADE EQUIPMENT TO BEREMOVED. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ALL EXISTINGCONDITIONS AND EQUIPMENT PRIOR TO BID.

11. EQUIPMENT SCHEDULED FOR RE-USE SHALL BE CAREFULLY REMOVED AS NOTED.ELECTRICAL CONTRACTOR SHALL REPLACE EXISTING EQUIPMENT SCHEDULED TO BEREUSED THAT MAY BECOME DAMAGED DUE TO REMOVAL AT NO COST TO OWNER.

12. REMOVE ALL AUDIO/VISUAL EQUIPMENT, WIRING, ETCETERA FROM AREAS REQUIRINGDEMOLITION.

ELECTRICAL DEMOLITION NOTES:1. THESE DRAWINGS HAVE BEEN CREATED FROM ORIGINAL CONTRACT DOCUMENTS

AND ARE NOT INTENDED TO BE AS-IS DRAWINGS. FOR EXAMPLE, SOME OF THEDUCTWORK, EQUIPMENT AND/OR PIPING AND CONTROLS MIGHT NOT ACTUALLYEXIST WHERE IT WAS ORIGINALLY DESIGNED TO BE.

2. UNLESS NOTED OTHERWISE, ALL EXISTING HVAC EQUIPMENT, DUCTWORKGRILLES, DIFFUSERS, REGISTERS, INSULATION, HANGERS, CONTROLS ALONG WITHALL MISCELLANEOUS ASSOCIATED ITEMS IN THEIR ENTIRETY SHALL BE REMOVEDFROM THE BUILDING. IT SHALL BE THE MECHANICAL CONTRACTOR'SRESPONSIBILITY TO DISCONNECT ANY PIPING/DUCTWORK/CONTROLSDETERMINED TO BE DEMOLISHED AND MAKE SAFE/CAP OFF ITEMS REMAINING,THEN LOWER ALL ITEMS TO BE DEMOLISHED TO THE FLOOR. IT SHALL BE THECONTRACTOR'S RESPONSIBILITY TO REMOVE THIS MATERIAL FROM THE SITE ANDPROPERLY DISPOSE OF IT. NOTE THAT MANY EXISTING CHASES THROUGHOUT THEBUILDING HAVE DUCTWORK, PIPING, CONTROLS, ETC. LOCATED WITHIN. ANYCHASE THAT IS NOT GOING TO BE UTILIZED FOR NEW WORK SHALL HAVE THECONTENTS DISCONNECTED AND REMOVED. NO PIPING, DUCTWORK OR CONTROLSSHALL BE ABANDONED IN PLACE. WHERE CHASES ARE TO BE UTILIZED FOR NEWWORK, THE PREVIOUS OUTLINED RESPONSIBILITIES ALSO APPLY.

3. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ROOF AND/ORSTRUCTURAL WORK WHERE EXISTING MECHANICAL ITEMS ARE TO BE REMOVED.

MECHANICAL DEMOLITION NOTES:

1. REMOVE ALL SPRINKLER HEADS, TRIM, ACCESSORIES, EQUIPMENT AND PIPING AS SHOWN ORINDICATED ON THE DRAWINGS.

2. REMOVE ALL PIPING COMPLETELY OR AS OTHERWISE SHOWN OR INDICATED ON DOCUMENTS. ALLPIPE HANGERS , SLEEVES, RISER CLAMPS, ETC. SHALL BE REMOVED COMPLETELY WITH PIPING. NOEXISTING HANGER SYSTEMS SHALL BE REUSED FOR NEW PIPING.

3. REMOVE ALL PIPING TO BELOW FLOOR, ABOVE CEILING OR IN WALLS AND BACK TO MAINS OR SHUTOFF VALVES AT MAINS. CAP AND SECURE PER CODE WITHOUT LEAVING DEAD ENDED PIPING.

4. VISIT THE SITE AND BECOME FAMILIAR WITH THE EXISTING SYSTEMS AND CONDITIONS IN THE AREAOF RENOVATION.

5. ANY SYSTEMS OR EQUIPMENT TO REMAIN ACTIVE DURING RENOVATION SHALL BE KEPT INOPERATION BY PROVIDING TEMPORARY PIPING CONNECTIONS AS REQUIRED UNTIL NEW SYSTEMSARE INSTALLED AND OPERATIONAL.

6. ALL PHASING OF THE FIRE PROTECTION DEMOLITION WORK SHALL BE COORDINATED WITH THEOWNER AND CONSTRUCTION MANAGER (OR GENERAL CONTRACTOR) IN ORDER TO SATISFY THECONSTRUCTION SCHEDULE AND OWNERS OCCUPANCY REQUIREMENTS.

7. REVIEW THE ARCHITECTURAL DEMOLITION DRAWINGS AS PART OF THIS CONTRACT FORADDITIONAL INFORMATION AND REQUIREMENTS.

8. ALL SERVICE INTERRUPTIONS SHALL BE COORDINATED AND APPROVED WITH THE OWNER PRIOR TOCOMMENCEMENT OF ANY WORK.

9. COORDINATE DEMOLITION WORK WITH THAT OF OTHER TRADES IN ORDER TO AVOID CONFLICTS.

FIRE PROTECTION DEMOLITION NOTES:

DUPLEX RECEPTACLE

FIRE ALARM HORN/STROBE

SINGLE POLE SWITCH

2X4 LIGHTING FIXTURE

120/208 ELECTRICAL PANEL

S SMOKE DETECTOR

TELE-DATA OUTLET

J JUNCTION BOX

F FIRE ALARM PULL STATION

OS OCCUPANCY SENSOR

TO BE REMOVED

MEP LEGEND

DATA OUTLET

SWITCH S

THERMOSTATTEMERGENCY LIGHT FIXTURE

CEILING OR WALL MOUNTED EXIT SIGNAGE

CHROME PENDENT SPRINKLER HEAD w/ ESC.

BRASS UPRIGHT SPRINKLER HEAD

1. ALL RECEPTACLES LOCATED WITHIN 6'-0" OF A WATER SOURCE 0RAT BUILDING EXTERIOR SHALL BE GFI TYPE.

2. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL REQUIRED SLEEVESAND SEALS FOR CONDUITS PENETRATING EXTERIOR WALLS ANDFLOOR SLABS.

3. ALL WIRING SHALL BE IN CONDUIT, UNLESS OTHERWISE INDICATED.

4. CONTRACTOR SHALL COORDINATE ALL LOCATIONS OF MECHANICALEQUIPMENT PRIOR TO ROUGHING OR INSTALLING OUTLETS.

5. CONTRACTOR SHALL COORDINATE WITH OWNER, ALL LOCATIONSOF EQUIPMENT BEING FURNISHED BY OWNER PRIOR TO ROUGHINGOR INSTALLING OUTLETS.

6. REFER TO ARCHITECTURAL DRAWINGS FOR ELEVATIONS OF DEVICESPRIOR TO ROUGHING OR INSTALLATION OF OUTLETS.

7. CONTRACTOR SHALL COORDINATE THE LOCATION OF DUCT SMOKEDETECTORS WITH MECHANICAL CONTRACTOR. DUCT SMOKEDETECTORS SHALL BE FURNISHED AND WIRED BY ELECTRICALCONTRACTOR, INSTALLED BY MECHANICAL CONTRACTOR.

8. ALL FIRE ALARM WIRING SHALL BE IN CONDUIT.

9. ALL SINGLE POLE HOMERUNS SHALL BE 2#12, 1#12G., 3/4"C TO20A-1P CIRCUIT BREAKER IN PANEL DESIGNATED UNLESSOTHERWISE NOTED.

10. ALL TWO POLE HOMERUNS SHALL BE 2#12, 1#12G., 3/4"C TO20A-2P CIRCUIT BREAKER IN PANEL DESIGNATED UNLESSOTHERWISE NOTED.

11. ALL THREE POLE HOMERUNS SHALL BE 3#12, 1#12G., 3/4"C TO20A-3P CIRCUIT BREAKER IN PANEL DESIGNATED UNLESSOTHERWISE NOTED.

12. ALL CONDUITS SHALL BE RUN CONCEALED IN NEW WALLCONSTRUCTION.

13. ALL RECEPTACLES, FIRE ALARM DEVICES LOCATED AT BUILDINGEXTERIOR SHALL BE WEATHERPROOF RATED.

14. CONDUITS AND/OR WIRING SHALL NOT PENETRATE STAIRENCLOSURES UNLESS SPECIFICALLY SERVING EQUIPMENT ORDEVICES LOCATED WITHIN STAIR ENCLOSURE.

15. ALL RECEPTACLES LOCATED IN EDUCATIONAL CLASSROOMS SHALLBE U.L. LISTED TAMPER RESISTANT TYPE, 20A 120VAC RATED.

POWER NOTES1. THE CONTRACTOR FOR THIS DIVISION OF WORK IS REQUIRED

TO READ THE SPECIFICATIONS AND REVIEW DRAWINGS FORALL DIVISIONS OF WORK AND IS RESPONSIBLE FOR THECOORDINATION OF THIS WORK AND THE WORK OF ALLHIS/HER SUBCONTRACTORS WITH A COMPLETE SET OF BIDDOCUMENTS.

2. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS,EQUIPMENT, AND LABOR REQUIRED TO INSTALL ACOMPLETE SYSTEM AS INDICATED ON THE DRAWINGS, ASSPECIFIED, AND AS REQUIRED BY STATE AND LOCALBUILDING CODES.

3. THE CONTRACTOR SHALL INSTALL ALL MECHANICALEQUIPMENT AND APPURTENANCES IN ACCORDANCE WITHMANUFACTURER'S INSTRUCTIONS, THE CONTRACTDOCUMENTS, AND APPLICABLE CODES AND REGULATIONS.

4. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION OFALL MECHANICAL WORK WITH ARCHITECTURAL,STRUCTURAL, PLUMBING, ELECTRICAL WORK, ETC. SHOWNOR SPECIFIED ON OTHER CONTRACT DOCUMENTS.

5. THE LOCATIONS OF ALL ITEMS SHOWN ON THE DRAWINGSTHAT ARE NOT DIMENSIONED ARE APPROXIMATE ONLY.THE EXACT NECESSARY TO SECURE THE BESTCONDITIONS AND RESULTS SHALL BE BASED UPON PROJECTSITE CONDITIONS. DO NOT SCALE DRAWINGS.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELDVERIFYING ALL CONDITIONS PRIOR TO FINAL BID INCLUDINGALL EXISTING STUB-INS AND TAPS FOR MECHANICALSYSTEMS WITHIN THE SPACE.

7. NO FIBERGLASS DUCTBOARD ALLOWED.

8. COORDINATE DIFFUSER AND GRILLE LOCATIONS WITHARCHITECTURAL CEILING PLAN AND LIGHTING PLANS.

MECHANICAL NOTES FIRE PROTECTION GENERAL NOTES1. DRAWINGS ARE DIAGRAMMATIC AND SHOW GENERAL INTENT

OF WORK ONLY.

2. FIRE PROTECTION CONTRACTOR SHALL COORDINATE HIS WORKWITH THAT OF ALL OTHER TRADES (HVAC, ELECT, STRUCTURAL,ETC.) IN ORDER TO AVOID CONFLICTS WITH THOSE TRADES.

3. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE(PREMIUM OFF-HOURS IF NECESSARY) WITH THE OWNER THESHUT-DOWN OF THE EXISTING PLUMBING SYSTEMS FOR FINALCONNECTION OF NEW PIPING OR CAPPING OF EXISTING PIPINGPRIOR TO COMMENCEMENT OF WORK SO THAT ANYDISRUPTIONS TO ACTIVE MAINS ARE KEPT TO A MINIMUM.

4. THE FIRE PROTECTION CONTRACTOR SHALL COORDINATE THEPLUMBING WORK WITH THE OWNERS (AND/OR GENERALCONTRACTORS OR CONSTRUCTION MANAGERS) PHASINGSCHEDULE (IF ANY) PRIOR TO COMMENCE OF ANY WORK.

5. ALL PIPE PENETRATIONS IN FIRE WALLS AND ALL FLOORSPENETRATIONS SHALL BE SEALED AROUND PIPE WITH SPRAY-INTYPE INTUMESCENT FOAM OR AN APPROVED SILICONE FIRESTOP CAULKING.

6. FIRE PROTECTION CONTRACTOR SHALL FOLLOW ALL FEDERAL,STATE AND LOCAL CODES.

GENERAL MEP NOTES1. FIRE PROTECTION SERVICE SHALL ORIGINATE

FROM WITHIN THE EXISTING SCHOOL. VERIFYADEQUATE SIZING FOR THE SPRINKLER SYSTEMTIE-IN.

2. ELECTRICAL SERVICE SHALL ORIGINATE FROMWITHIN THE EXISTING SCHOOL. VERIFYMINIMUM POWER SUPPLY REQUIRED FOR THEHVAC EQUIPMENT PRIOR TO CONNECTION.

WALL MOUNTED EXTERIOR LIGHT

FIXTURE

AA

DESCRIPTIONLAMP

LED

VOLTAGE

MVOLT

MANUFACTURER/CAT NO.TYPE

WALL MOUNTED, LED, 2 PIECE DIE-CASTALUMINUM CONSTRUCTION, ACRYLIC LENSE,DARK BRONZE

LIGHT FIXTURE SCHEDULE

LITHONIA LIGHTINGMODEL # DSXW1 LED 10C 1000 40K T3M MVOLT DDBXD

ELECTRIC BASEBOARD RADIATION (208 V)

INDEX OF DRAWINGS HIGHCREST ELEMENTARY SCHOOL

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