Tel. 203 230 9007 Fax. 203 230 82473190 Whitney Avenue, Hamden, CT 06518-2340

SILVER / PETRUCELLI + ASSOCIATES

silverpetrucelli.com

Architects / Engineers / Interior Designers

Date, 10/24/2018

DRAWING LIST:

CS - Cover Sheet

State Project # 043-0240

CITY OF EAST HARTFORD OFFICIALS:

Building Inspector: Fire Marshal: Sanitarian/Health Inspector: ADA/504 Coordinator:

A1 - Roof Plan A2 - Roof Details

C1 - Code Information

EAST HARTFORD PUBLIC SCHOOLSPARTIAL ROOF REPLACEMENT AT:

SITE LOCATION MAP

EAST HARTFORD MIDDLE SCHOOLEAST HARTFORD, CONNECTICUT 06108777 BURNSIDE AVE

NORTH

scale: NONE

PROJECT LOCATION

Drawing Number:

Project Number:

Date:

Scale:

Drawn By:

Drawing Title:Project Title:

18.037

10/24/2018

Tel. 203 230 9007 Fax. 203 230 82473190 Whitney Avenue, Hamden, CT 06518-2340

SILVER / PETRUCELLI + ASSOCIATES

silverpetrucelli.com

Architects / Engineers / Interior Designers

Revised By:Date:Description:Revision:

East Hartford Middle School

Partial Roof Replacement777 Burnside AvenueEast Hartford, Connecticut 06108

Code Information NONE

JDN/ K.LINSLEY C1

SYMBOL LEGEND

XXX

SLOPESL.

SL.

HIGHPOINT

R.F.

V.S.

P.P.

N.R.D.

E.R.D.H.P.

C.B.

V.I.F.

S.C.

M.U.

C.C.

D.S.

C.S.

-PLAN, SECTION, DETAIL, ELEV. # - SHEET #.

-EXISTING OUTLINE OF BUILDING.

-SlOPE DIRECTION OF TAPERED INSUL. @ 1/4"/FT. MIN.

-TAPERED INSUL. CRICKET SLOPED @ 1/2" PER FT.

-CONTRACTOR TO VERIFY DIMENSION IN FIELD.

-INDICATES HIGH POINT OF INSULATION.

-EX. ROOF DRAIN TO BE REMOVED.

-ROOF DRAIN/ SUMP. SEE DETAIL A/A2

-EMERGENCY OVERFLOW SCUPPER. SEE DETAIL M/A2

-METAL COLLECTION BOX. SEE DETAIL N/A2

-METAL DOWNSPOUT. SEE CONST. NOTE #3

-CONC. SPLASH BLOCK. SEE CONST. NOTE #4

-EXISTING VENT STACK. SEE DETAIL B/A2

-EXISTING ROOF EXHAUST FAN. SEE DETAIL C/A2

-EXISTING MECH. UNIT. SEE DETAIL E/A2

-PITCH POCKET TO BE INSTALLED. SEE DETAIL D/A2

-WALKWAY PADS. SEE CONST. NOTE #6

-CONDUIT CURB. SEE DETAIL J/A2

-EX. SUPPORT TO BE REMOVED. SEE DEMO NOTE #4

-EX. MECH. TO BE REMOVED. SEE DEMO NOTE #4

- METAL GUARD RAIL. SEE DETAIL H/A2

SR.

EMR.

MGR.

GENERAL NOTES1. ALL FLAT ROOFS TO RECEIVE 1/4" PER FOOT TAPERED

RIGID INSULATION MINIMUM UNLESS OTHERWISE NOTED.2. FIELD VERIFY ALL DIMENSIONS OF EACH ROOF PRIOR TO

THE BID.3. ALL MATERIALS ARE NEW UNLESS OTHERWISE NOTED

"EXISTING".4. ALL WOOD BLOCKING, PLYWOOD & NAILERS TO BE

PRESSURE TREATED. (P.T.)5. ALL WOOD BLOCKING INDICATED IN DETAILS IS TO BE

ANCHORED TO THE EXISTING STRUCTURE.6. ALL MEMBRANE FLASHING INDICATED IS TO EXTEND A

MINIMUM OF 8". (VERTICAL OR HORIZONTAL).7. CONTRACTOR IS TO SURVEY THE EXISTING ROOF DECKS

W/A LEVEL (AFTER DEMOLITION) TO VERIFY THE SLOPESINDICATED ON PLAN ARE ACCURATE. NOTIFY ARCHITECTIMMEDIATELY OF ANY DISCREPANCIES PRIOR TOPERFORMING ANY ADDITIONAL ROOFING OPERATIONS.

8. CONTRACTOR IS TO INSPECT THE UNDERSIDE OF ALLROOF DECKS PRIOR TO ROOFING OPERATIONS TO INSURETHAT NO INTERIOR MATERIALS, EQUIPMENT, FINISHES OROBJECTS WILL BE PIERCED OR DAMAGED.

9. CONTRACTOR ASSUMES ALL RESPONSIBILITY DURINGPROJECT & WILL REPLACE ANY & ALL DAMAGEDEQUIPMENT W/NO ADDITIONAL COST TO OWNER.

10. SITE AREAS DISTURBED SHALL BE CLEANED &RE-LEVELED, W/LAWN AREAS MAGNETICALLY RAKED TOREMOVE ANY METAL DEBRIS & RE-SEEDED AS REQUIREDTO MATCH ADJACENT CONDITIONS.

11. CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR CLEANUP OF ROOFING MATERIALS & DEBRIS THAT PENETRATESTHE INTERIOR ENVELOPE OF THE BUILDING W/NOADDITIONAL COST TO THE OWNER.

12. SNAKE/CLEAN OUT ALL EXISTING VERTICAL &HORIZONTAL LEADERS OUT TO NEAREST MANHOLEOUTSIDE OF BUILDING.

13. ALL CRICKETS ARE TO BE SLOPED @ A MINIMUM OF 1/2"PER FOOT & COORDINATE CRICKETS AROUND EXIST. HVACUNITS AS REQUIRED TO AVOID PONDING.

14. SNAKE/CLEAN OUT ALL EXISTING VENT STACK BEFORETHE INSTALLATION OF METAL SLEEVE.

15. ALL DRAIN PIPING IS INSULATED ABOVE THE CEILINGS.THE EXACT ROUTE WILL BE DETERMINED IN THE FIELD,MAKE MINOR ADJUSTMENT IN THE ROUTE AT NOADDITIONAL COST TO OWNER.

16. NEW INSULATION TO BE A MINIMUM OF 4" AT ALL EXISTING& NEW ROOF DRAINS.

17. ALL ANTENNAS, CONDUITS & ANY OTHER OBJECTS TOREMAIN AFFECTED BY SCOPE OF WORK TO BE REMOVED& REINSTALLED.

18. CONTRACTOR SHALL COMPLY WITH NFPA 1, CHAPTER 16 &NFPA 241, STANDARD FOR SAFEGUARDINGCONSTRUCTION, ALTERATION & DEMOLITION OPERATIONS.

DEMOLITION NOTES x

1. REMOVE ENTIRE EXISTING ROOFING, INSULATION, BALLASTAND ANY OTHER ASSOCIATED COMPONENTS AFFECTEDBY SCOPE OF WORK.

2. REMOVE ALL EXISTING PERIMETER EDGE DRAINAGEAND/OR WOOD BLOCKING & ASSOCIATED COMPONENTSAFFECTED BY SCOPE OF WORK.

3. REMOVE EXISTING ROOF DRAIN AND ASSOCIATED SUMP.4. REMOVE ALL EXISTING ABANDONED MECHANICAL

EQUIPMENT- DUCT PENETRATIONS, SUPPORTS AND ANYOTHER ROOF EQUIPMENT NOT BEING USED. REMOVE ALLBLOCKING AND.OR OTHER ASSOCIATED COMPONENTSABOVE CORRESPONDING ROOMS/ CLASSROOMS VERIFYWITH OWNER. SEE CONSTRUCTION NOTE #5

5. REMOVE AND RETAIN FOR REINSTALLATION EXISTINGACT/GRID SUPPORTS AFFECTED BY SCOPE OF WORK.

CONSTRUCTION NOTES x

1. INSTALL NEW .60 MILL EPDM ROOFING SYSTEM AND ALLASSOCIATED MATERIALS (PER MANUFACTURER) (SEEPLAN & PROJECT MANUAL FOR ALL ROOFINGINSTALLATIONS AND CONDITIONS)

2. INSTALL NEW METAL DOWNSPOUTS @ ALL INDICATEDSCUPPER LOCATIONS. SEE DETAIL

3. INSTALL NEW CONCRETE SPLASH BLOCKS @ ALLINDICATED DOWNSPOUT LOCATIONS. SEE PROJECTMANUAL.

4. RELOCATE EXISTING ROOF DRAIN. PROVIDE PLUMBING TO CONNECT AT NEW LOCATION. SEE PROJECT MANUAL.

5. INFILL ALL EXISTING ABANDONED ROOF PENETRATIONS-WITH NEW GYPSUM DECKING TO MATCH EXIST. INSERTPANELS IN BETWEEN EXIST BULB TEES. SEE PROJECTMANUAL.

6. WALKWAY PADS TO BE INSTALLED. SEE PLAN FOR ESTIMATED LOCATIONS & PROJECT MANUAL.

ROOF AREAS

ROOF "J" -13,890 SFROOF "I" -830 SFROOF "S" -830 SF

-15,550 SF(THIS AREA IS APPROXIMATE- V.I.F.)

IECC CODE REQUIREMENT R- VALUE TOTALCONNECTICUT ZONE: 5ASBSC REQUIREMENT: R24 = U .042 OR LESS

USE GROUP: ECONSTRUCTION CLASS: 2BBASIC WIND SPEED: 110 MPHRISK CATEGORY: #3 134 MPH

FACTORY MUTAL ENGINEER & RESEARCH CORPORATION (FM):ROOF ASSEMBLY CLASSIFICATION OF NON-COMBUSITBLE,WIND UPLIFT REQUIREMENT OF I-60 FOR FIELD, I-90 FORPERIMETER AND I-120 FOR CORNERS, IN ACCORDANCEWITH FM PROPERTY LOSS PREVENTION DATA SHEETS 1-28

ROOFS: "J", "I", "S"

OUTSIDE AIR .17EPDM 0.33COVER BOARD 2.204" POLYISO INSUL. 26.4CONCRETE DECK 1.5INSIDE AIR .61

R TOTAL: 31.21

ENERGY CONSERVATION

CODE INFORMATION

Drawing Number:

Project Number:

Date:

Scale:

Drawn By:

Drawing Title:Project Title:

18.037

10/24/2018

Tel. 203 230 9007 Fax. 203 230 82473190 Whitney Avenue, Hamden, CT 06518-2340

SILVER / PETRUCELLI + ASSOCIATES

silverpetrucelli.com

Architects / Engineers / Interior Designers

Revised By:Date:Description:Revision:

East Hartford Middle School

Partial Roof Replacement777 Burnside AvenueEast Hartford, Connecticut 06108

GENERAL NOTES1. ALL FLAT ROOFS TO RECEIVE 1/4" PER FOOT TAPERED

RIGID INSULATION MINIMUM UNLESS OTHERWISE NOTED.2. FIELD VERIFY ALL DIMENSIONS OF EACH ROOF PRIOR TO

THE BID.3. ALL MATERIALS ARE NEW UNLESS OTHERWISE NOTED

"EXISTING".4. ALL WOOD BLOCKING, PLYWOOD & NAILERS TO BE

PRESSURE TREATED. (P.T.)5. ALL WOOD BLOCKING INDICATED IN DETAILS IS TO BE

ANCHORED TO THE EXISTING STRUCTURE.6. ALL MEMBRANE FLASHING INDICATED IS TO EXTEND A

MINIMUM OF 8". (VERTICAL OR HORIZONTAL).7. CONTRACTOR IS TO SURVEY THE EXISTING ROOF DECKS

W/A LEVEL (AFTER DEMOLITION) TO VERIFY THE SLOPESINDICATED ON PLAN ARE ACCURATE. NOTIFY ARCHITECTIMMEDIATELY OF ANY DISCREPANCIES PRIOR TOPERFORMING ANY ADDITIONAL ROOFING OPERATIONS.

8. CONTRACTOR IS TO INSPECT THE UNDERSIDE OF ALLROOF DECKS PRIOR TO ROOFING OPERATIONS TO INSURETHAT NO INTERIOR MATERIALS, EQUIPMENT, FINISHES OROBJECTS WILL BE PIERCED OR DAMAGED.

9. CONTRACTOR ASSUMES ALL RESPONSIBILITY DURINGPROJECT & WILL REPLACE ANY & ALL DAMAGEDEQUIPMENT W/NO ADDITIONAL COST TO OWNER.

10. SITE AREAS DISTURBED SHALL BE CLEANED &RE-LEVELED, W/LAWN AREAS MAGNETICALLY RAKED TOREMOVE ANY METAL DEBRIS & RE-SEEDED AS REQUIREDTO MATCH ADJACENT CONDITIONS.

11. CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR CLEANUP OF ROOFING MATERIALS & DEBRIS THAT PENETRATESTHE INTERIOR ENVELOPE OF THE BUILDING W/NOADDITIONAL COST TO THE OWNER.

12. SNAKE/CLEAN OUT ALL EXISTING VERTICAL &HORIZONTAL LEADERS OUT TO NEAREST MANHOLEOUTSIDE OF BUILDING.

13. ALL CRICKETS ARE TO BE SLOPED @ A MINIMUM OF 1/2"PER FOOT & COORDINATE CRICKETS AROUND EXIST. HVACUNITS AS REQUIRED TO AVOID PONDING.

14. SNAKE/CLEAN OUT ALL EXISTING VENT STACK BEFORETHE INSTALLATION OF METAL SLEEVE.

15. ALL DRAIN PIPING IS INSULATED ABOVE THE CEILINGS.THE EXACT ROUTE WILL BE DETERMINED IN THE FIELD,MAKE MINOR ADJUSTMENT IN THE ROUTE AT NOADDITIONAL COST TO OWNER.

16. NEW INSULATION TO BE A MINIMUM OF 4" AT ALL EXISTING& NEW ROOF DRAINS.

17. ALL ANTENNAS, CONDUITS & ANY OTHER OBJECTS TOREMAIN AFFECTED BY SCOPE OF WORK TO BE REMOVED& REINSTALLED.

18. CONTRACTOR SHALL COMPLY WITH NFPA 1, CHAPTER 16 &NFPA 241, STANDARD FOR SAFEGUARDINGCONSTRUCTION, ALTERATION & DEMOLITION OPERATIONS.

SL.

SYMBOL LEGEND

XXX

SLOPESL.

SL.

HIGHPOINT

R.F.

V.S.

P.P.

N.R.D.

E.R.D.H.P.

C.B.

V.I.F.

S.C.

M.U.

C.C.

D.S.

C.S.

-PLAN, SECTION, DETAIL, ELEV. # - SHEET #.

-EXISTING OUTLINE OF BUILDING.

-SlOPE DIRECTION OF TAPERED INSUL. @ 1/4"/FT. MIN.

-TAPERED INSUL. CRICKET SLOPED @ 1/2" PER FT.

-CONTRACTOR TO VERIFY DIMENSION IN FIELD.

-INDICATES HIGH POINT OF INSULATION.

-EX. ROOF DRAIN TO BE REMOVED.

-ROOF DRAIN/ SUMP. SEE DETAIL A/A2

-EMERGENCY OVERFLOW SCUPPER. SEE DETAIL M/A2

-METAL COLLECTION BOX. SEE DETAIL N/A2

-METAL DOWNSPOUT. SEE CONST. NOTE #3

-CONC. SPLASH BLOCK. SEE CONST. NOTE #4

-EXISTING VENT STACK. SEE DETAIL B/A2

-EXISTING ROOF EXHAUST FAN. SEE DETAIL C/A2

-EXISTING MECH. UNIT. SEE DETAIL E/A2

-PITCH POCKET TO BE INSTALLED. SEE DETAIL D/A2

-WALKWAY PADS. SEE CONST. NOTE #6

-CONDUIT CURB. SEE DETAIL J/A2

-EX. SUPPORT TO BE REMOVED. SEE DEMO NOTE #4

-EX. MECH. TO BE REMOVED. SEE DEMO NOTE #4

- METAL GUARD RAIL. SEE DETAIL H/A2

SR.

EMR.

MGR.

CONSTRUCTION NOTES x

1. INSTALL NEW .60 MILL EPDM ROOFING SYSTEM AND ALLASSOCIATED MATERIALS (PER MANUFACTURER) (SEEPLAN & PROJECT MANUAL FOR ALL ROOFINGINSTALLATIONS AND CONDITIONS)

2. INSTALL NEW METAL DOWNSPOUTS @ ALL INDICATEDSCUPPER LOCATIONS. SEE DETAIL

3. INSTALL NEW CONCRETE SPLASH BLOCKS @ ALLINDICATED DOWNSPOUT LOCATIONS. SEE PROJECTMANUAL.

4. RELOCATE EXISTING ROOF DRAIN. PROVIDE PLUMBING TO CONNECT AT NEW LOCATION. SEE PROJECT MANUAL.

5. INFILL ALL EXISTING ABANDONED ROOF PENETRATIONS-WITH NEW GYPSUM DECKING TO MATCH EXIST. INSERTPANELS IN BETWEEN EXIST BULB TEES. SEE PROJECTMANUAL.

6. WALKWAY PADS TO BE INSTALLED. SEE PLAN FOR ESTIMATED LOCATIONS & PROJECT MANUAL.

DEMOLITION NOTES x

1. REMOVE ENTIRE EXISTING ROOFING, INSULATION, BALLASTAND ANY OTHER ASSOCIATED COMPONENTS AFFECTEDBY SCOPE OF WORK.

2. REMOVE ALL EXISTING PERIMETER EDGE DRAINAGEAND/OR WOOD BLOCKING & ASSOCIATED COMPONENTSAFFECTED BY SCOPE OF WORK.

3. REMOVE EXISTING ROOF DRAIN AND ASSOCIATED SUMP.4. REMOVE ALL EXISTING ABANDONED MECHANICAL

EQUIPMENT- DUCT PENETRATIONS, SUPPORTS AND ANYOTHER ROOF EQUIPMENT NOT BEING USED. REMOVE ALLBLOCKING AND.OR OTHER ASSOCIATED COMPONENTSABOVE CORRESPONDING ROOMS/ CLASSROOMS VERIFYWITH OWNER. SEE CONSTRUCTION NOTE #5

5. REMOVE AND RETAIN FOR REINSTALLATION EXISTINGACT/GRID SUPPORTS AFFECTED BY SCOPE OF WORK.

KEY PLAN - NOT TO SCALE

"A"

"G"

"E"

"D"

"H"

"B"

"C"

"P"

"N"

"O"

"M""L"

"R"

"Q"

"K""J"

"V""T"

"S"

"X""I"

"HH" "EE""FF"

"DD""CC"

"Y""Z"

"AA""BB"

"GG"

"W"

"F"

"U"

NORTH

ROOF PLANSCALE: 3/32" = 1'-0"

1A1

Roof Plan

ROOF "K"

ROOF "S"

ROOF "T"

ROOF "I"

ROOF "B"

ROOF "X"

ROOF "HH"

SL.

SL.

SL.

SL.

SL.

SL.

SL.

ERD.NRD.

ERD.NRD.

ERD.NRD.

ERD.NRD.VS.

VS. VS.

VS.

VS. VS.

VS.

VS.VS.

VS.

VS. VS. VS.

VS.

VS.

VS.

MU.

MU.

MU.

MU. MU.MU.

MU.MU.

MU.

EC.

EC.

EC. EC.

EC.

EC.

EC.

EC.EC.

SR.

SR. SR. SR. SR.SR.

SR.

SR.SR.

SR.

SR.

SR.SR.

SC.

SC. SC.

SC.

EMR. EMR. EMR. EMR.EMR. EMR. EMR.

EMR.EMR. EMR. EMR.

EMR.EMR. EMR. EMR. EMR. EMR.

EMR.EMR.

EMR.EMR.EMR.

EMR.

EMR.EMR.EMR.EMR.EMR.EMR.

EMR.RF.RF.

RF.

RF.

RF.

RF. RF.

RF.RF.

RF.

MU.

MU.

MU. MU.

CS.CB.

CS.CB.CS.

CB.CS.CB.

SL.

SL.

HP. HP.

HP.HP.

HP.HP.

HP.HP.

N.I.C.

N.I.C.

N.I.C.

N.I.C.

N.I.C.

ROOF "J"ROOF SYSTEM: EPDMEXIST. DECK: GYPSUMINSULATION: 4" BASE LAYER& 1/4" TAPEREDELEVATION: 21'-0" (+/-)

SCOPE OF WORKN.I.C.

PP.

PP.

PP.PP.

PP.PP.PP.PP.

PP. PP.

ROOF AREAS

ROOF "J" -13,890 SFROOF "I" -830 SFROOF "S" -830 SF

-15,550 SF(THIS AREA IS APPROXIMATE- V.I.F.)

IECC CODE REQUIREMENT R- VALUE TOTALCONNECTICUT ZONE: 5ASBSC REQUIREMENT: R24 = U .042 OR LESS

USE GROUP: ECONSTRUCTION CLASS: 2BBASIC WIND SPEED: 110 MPHRISK CATEGORY: #3 134 MPH

FACTORY MUTAL ENGINEER & RESEARCH CORPORATION (FM):ROOF ASSEMBLY CLASSIFICATION OF NON-COMBUSITBLE,WIND UPLIFT REQUIREMENT OF I-60 FOR FIELD, I-90 FORPERIMETER AND I-120 FOR CORNERS, IN ACCORDANCEWITH FM PROPERTY LOSS PREVENTION DATA SHEETS 1-28

ROOFS: "J", "I", "S"

OUTSIDE AIR .17EPDM 0.33COVER BOARD 2.204" POLYISO INSUL. 26.4CONCRETE DECK 1.5INSIDE AIR .61

R TOTAL: 31.21

ENERGY CONSERVATION

CODE INFORMATION

A1AS NOTED

JDN/ K.LINSLEY

MGR.MGR.

ROOF SYSTEM: EPDMEXIST. DECK: GYPSUMINSULATION: 4" BASE LAYER& 1/4" TAPEREDELEVATION: 21'-0" (+/-)

A2F

A2G

A2K

A2K

A2K

S.I.M.

A2K

A2K

A2L

A2L

A2L

A2L

A2L

A2L

A2L

A2L

A2L

A2L

A2P

A2P

A2P

A2P

ROOF SYSTEM: EPDMEXIST. DECK: GYPSUMINSULATION: 4" BASE LAYER& 1/4" TAPEREDELEVATION: 21'-0" (+/-)

SL.HP.

SL.HP.SL.

HP.

SL.HP.

PP.

PP.

PP.

PP.

PP.

PP.

PP.

Drawing Number:

Project Number:

Date:

Scale:

Drawn By:

Drawing Title:Project Title:

18.037

10/24/2018

Tel. 203 230 9007 Fax. 203 230 82473190 Whitney Avenue, Hamden, CT 06518-2340

SILVER / PETRUCELLI + ASSOCIATES

silverpetrucelli.com

Architects / Engineers / Interior Designers

Revised By:Date:Description:Revision:

East Hartford Middle School

Partial Roof Replacement777 Burnside AvenueEast Hartford, Connecticut 06108

Roof Details 1-1/2" = 1'-0"

JDN/ K.LINSLEY A2