02 YTPM 13-0015_Repair Roof MEPCOM_Drawings.pdf

PDF 21 MB Posted Jun 21, 2023

Attached to: Repair Roof MEPCOM Facility, Bldg. 5411
Solicitation number: FA660623B0004
Issued by: Department of the Air Force Reserve Command

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details for a federal contract solicitation to repair the roof of Building 5411 at the MEPCOM facility. Solicitation number FA6606-23-B-0004 has been posted to SAM.gov seeking bids to repair the roof of the specified building located at the Military Department of the Air Force Reserve Command facility. Interested contractors can access the solicitation package and direct any questions to the listed contract specialist Joshua Belliveau or contracting officer Amy Dumais. The solicitation includes uploaded drawings to aid in preparation of responses, which are due by the unspecified date. The selected contractor will be awarded a contract to repair the roof of Building 5411 at the MEPCOM facility for the Air Force Reserve Command.

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Other files

File	Type	Posted
Abstract of Offers_TEP_signed.pdf	PDF	Aug 3, 2023
RFI 001_YTPM 13-0015 Repair Roof MEPCOM.pdf	PDF	Jul 25, 2023
Solicitation Amendment FA660623B00040001_Issued.pdf	PDF	Jul 25, 2023
08 Wage Determination MA20230003_2023.07.21.pdf	PDF	Jul 25, 2023
09 439AW FORM 1_Blank.pdf	PDF	Jun 21, 2023
06 Repair Roof MEPCOM ADDENDUM Attach 3_Temporary Network Diagram.pdf	PDF	Jun 21, 2023
04 Repair Roof MEPCOM ADDENDUM Attach 1_Electrical Underground_Site Lighting.pdf	PDF	Jun 21, 2023
07 YTPM 13-0015_Repair Roof MEPCOM Submittal Register.pdf	PDF	Jun 21, 2023
08 Wage Determination MA20230003_2023.06.16.pdf	PDF	Jun 21, 2023
05 Repair Roof MEPCOM ADDENDUM Attach 2_Electrical Aux. Sys., Notes, Details Rizer.pdf	PDF	Jun 21, 2023
01 YTPM 13-0015_Repair Roof MEPCOM_Specs_March 2023_Final.pdf	PDF	Jun 21, 2023
Solicitation - FA660623B0004_Issued.pdf	PDF	Jun 21, 2023
03 YTPM 13-0015_Repair Roof MEPCOM ADDENDUM to Specs.pdf	PDF	Jun 21, 2023

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439 CIVIL ENGINEER SQUADRON

WESTOVER ARB

250 PATRIOT AVE

CHICOPEE, MA 01022-1507

INDEX OF DRAWINGS

SHEET ID SHEET TITLE

G-001 COVER SHEET

YTPM 13-0015

REPAIR ROOF MEPCOM FACILITY, B5411

WESTOVER AIR RESERVE BASE

CHICOPEE, MA

CONTRACT NO.: FA664318D0006

DELIVERY ORDER NO.: FA660622F0004

ISSUE DATE: MARCH 2023

1105 LAKEWOOD PKY, STE 300

ALPHARETTA, GA 30009

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G-001

AD202

AD101 DEMOLITION ROOF PLAN

N.T.S.1 VICINITY MAP

C O

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M . S

D . P

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. A

AD201 DEMOLITION EXTERIOR ELEVATIONS

DEMOLITION EXTERIOR ELEVATIONS

A-202

A-101 ROOF PLAN

A-201 EXTERIOR ELEVATIONS

EXTERIOR ELEVATIONS

PROJECT LOCATION

G-002 ABBREVIATIONS SYMBOLS AND NOTES

AS101 ARCHITECTURAL SITE PLAN

A-501 DETAILS

A-502 DETAILS

A-503 DETAILS

03.16.2023

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. A

1. THE DRAWINGS INDICATE THE GENERAL EXTENT OF WORK. THE DRAWINGS ARE NOT INTENDED TO INDICATE OR DESCRIBE ALL WORK REQUIRED FOR THE FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.

2. THE ENUMERATION OF PARTICULAR ITEMS OF WORK IN ONE PORTION OF THE CONTRACT DOCUMENTS SHALL NOT BE CONSTRUED TO EXCLUDE

OTHER ITEMS NECESSARY OR IMPLIED THEREFROM.

3. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL PARTS OF THE WORK SO THAT NO WORK SHALL BE LEFT IN AN UNFINISHED

OR INCOMPLETE CONDITION.

4. ALL WORK SHALL CONFORM TO APPLICABLE INDUSTRY AND MANUFACTURER'S PUBLISHED STANDARDS FOR QUALITY OF MATERIALS AND WORKMANSHIP, AS WELL AS, ALL REQUIREMENTS IN THESE DRAWINGS AND SPECIFICATIONS. ANY CONFLICTING REQUIREMENTS OF THE SOURCES LISTED ABOVE SHALL BE BROUGHT TO THE ATTENTION OF THE COR PRIOR TO PROCEEDING WITH THE WORK.

5. THE CONTRACTOR SHALL PAY FOR AND COORDINATE THE REMOVAL AND LEGAL DISPOSAL OF MATERIALS AND RUBBISH.

6. ONCE ON SITE, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SHALL VERIFY ALL NEW AND EXISTING CONDITIONS SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE COR IN WRITING OF ANY DIFFERING CONDITIONS BEFORE COMMENCEMENT OF WORK.

7. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN, LARGE SCALE DETAILS GOVERN OVER SMALL SCALE DETAILS. THE CONTRACTOR SHALL NOTIFY THE COR IN WRITING OF ANY DIFFERING CONDITIONS BEFORE COMMENCEMENT OF WORK.

8. NFPA 241, STANDARD FOR SAFEGUARDING CONSTRUCTION, AND ALTERATION OPERATIONS SHALL BE APPLIED.

9. WALL AND/OR CEILING ASSEMBLIES THAT ARE IDENTIFIED WITH A FIRE RESISTIVE RATING SHALL BE CONSTRUCTED AS DETAILED HEREIN.

10. DIMENSIONS SHOWN ARE TO FACE OF STUD OR CMU (U.O.N.).

11. PROVIDE EXPANSION AND CONTROL JOINTS IN ALL WORK AS PER PRODUCT MANUFACTURER'S STANDARDS.

12. THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES AND REGULATORY AGENCIES AND SHALL OBTAIN NECESSARY BUILDING AND FIRE PERMITS FROM ALL AUTHORITIES HAVING JURISDICTION.

13. ALL INTERIOR FINISH MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF ALL APPLICABLE CODES, ORDINANCES AND REGULATORY AGENCIES. ALL INTERIOR WALL AND CEILING FINISHES TO MEET FLAME SPREAD AND SMOKE DEVELOPMENT RATING IN ACCORDANCE TO ASTM E 84. ALL INTERIOR FLOOR FINISHES SHALL NOT BE LESS THAN CLASS II (0.22 WATTS/CM SQ.) FOR MINIMUM CRITICAL RADIANT FLUX IN

ACCORDANCE WITH NFPA 253.

14. ALL DISSIMILAR METALS SHALL BE ISOLATED FROM EACH OTHER TO AVOID GALVANIC CORROSION.

15. NOTES APPEAR ON VARIOUS SHEETS FOR DIFFERENT SYSTEMS AND MATERIALS. SHEETS ARE TO BE REVIEWED AND NOTES ON INDIVIDUAL

SHEETS SHALL BE APPLIED TO RELATED DRAWINGS AND DETAILS.

16. A FINISH INDICATION ON A WALL SHALL MEAN THE ENTIRE LENGTH AND HEIGHT OF WALL IS TO BE FINISHED OR FIRE-RATED AS INDICATED.

17. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE DETAILED. WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE

DETERMINED, CONSULT THE COR BEFORE PROCEEDING WITH THE WORK.

18. ALL PIPE DUCTS AND BUS DUCTS THAT PENETRATE FLOOR SLABS OR WALL PARTITIONS SHALL BE INSTALLED IN A MANNER THAT WILL PRESERVE THE MOISTURE RESISTIVENESS, FIRE RATING, AND STRUCTURAL INTEGRITY OF THE BUILDING.

19. DO NOT CUT INTO, REMOVE OR ALTER ANY STRUCTURAL MEMBER OR PORTION OF THE ROOF STRUCTURE UNLESS IT IS SPECIFICALLY NOTED

OR SHOWN ON THE DRAWINGS.

20. THE CONTRACTOR SHALL PLAN HIS/HER WORK TO PROVIDE ADEQUATE PROTECTION FOR PERSONS AND PROPERTY AT ALL TIMES, AND EXECUTE THE WORK IN SUCH A MANNER TO AVOID ANY HAZARD TO PERSONS AND PROPERTY THROUGHOUT THE EXECUTION OF THE PROJECT.

21. THE CONTRACTOR SHALL COORDINATE THE PHASING OF THE WORK TO BE PERFORMED IN OR ABOUT EXISTING FACILITIES, IF APPLICABLE, WITH THE GOVERNMENT PRIOR TO START OF SUCH WORK.

22. ALL SIGNAGE TO BE APPROVED BY THE GOVERNMENT PRIOR TO ORDERING MATERIALS.

23. STORED MATERIALS SHALL BE KEPT DRY AND KEPT IN AN ORDERLY FASHION IN AN AREA DESIGNATED BY THE COR.

24. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR

TO CONSTRUCTION.

25. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, ETC. TO ENSURE SAFETY TO THE PUBLIC.

26. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT,WHERE APPLICABLE ARE TO BE REPLACED ACCORDING TO STANDARDS OF THE MASSACHUSETTS DEPARTMENT OF TRANSPORTATION AND WESTOVER ARB, CHICOPEE, MA SPECIFICATIONS.

27. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH WESTOVER ARB, STATE, AND LOCAL ORDINANCES AND REGULATIONS. CONSTRUCTION

SHALL ALSO COMPLY WITH UFC CRITERIA.

28. COORDINATE WITH THE COR REGARDING EXISTING UTILITIES ON-SITE THAT ARE TO REMAIN INTACT. ADDITIONALLY, COORDINATE WITH THE COR REGARDING INTERRUPTIONS OF UTILITY SERVICE AND SCHEDULED SERVICE OUTAGES TO COMPLETE THE REQUIRED WORK.

29. DEMOLITION SHALL BE PERFORMED IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS. DISPOSE OF HAZARDOUS WASTES IN

A MANNER CONSISTENT WITH APPLICABLE REQUIREMENTS.

30. THE CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY LOCATION VERIFICATION PRIOR TO CONSTRUCTION.

31. THE CONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE PRIOR TO WORK BEGINNING TO FAMILIARIZE HIMSELF WITH EXISTING CONDITIONS

GENERAL NOTES STANDARD ABBREVIATIONS

A.C. AIR CONDITIONED

A.D. AREA DRAIN

A.F.F. ABOVE FINISH FLOOR

A.H.U. AIR HANDLING UNIT

ALT. ALTERNATE

ALUM. ALUMINUM

AMP.,A AMPERES

A.O. ACCESS OPENING

APPROX. APPROXIMATELY

ARCH. ARCHITECTURAL

A.T.C. ACOUSTICAL TILE CEILING

A.B. ANCHOR BOLT

BAL. BALANCE

BD. BOARD

BLDG. BUILDING

BLK. BLOCK

BM. BEAM

BOT. BOTTOM

BRG. BEARING

B.T.U.H. BRITISH THERMO UNIT/HR.

CAB. CABINET

CAP. CAPACITY

C/B CIRCUIT BREAKER

C.D. CEILING DIFFUSER

CEM. CEMENT

CER. CERAMIC

C.F.M. CUBIC FEET/MINUTE

CIRC. CIRCULATING

C.J. CONTROL JOINT

CK'D CHECKERED

CKT. CIRCUIT

C.L. CENTER LINE

CIEL.,CLG. CEILING

CLO. CLOSET

C.M.U. CONCRETE MASONRY UNIT

C.O. CLEAN OUT

COL. COLUMN

CONC. CONCRETE

COND.

CONN. CONNECTION

CONST. CONSTRUCTION

CONT. CONTINUOUS

CONT'R. CONTRACTOR

CONTR. JT. CONTRACTION JOINT

C.T. CERAMIC TILE

C.T.B. CERAMIC TILE BASE

C. TO C. CENTER TO CENTER

CU. FT.,CF. CUBIC FEET

DET. DETAIL

DIA. DIAMETER

DIFF. DIFFUSER

DIM. DIMENSION

DISC. DISCONNECT

DN. DOWN

DR. DOOR

D.S. DOWNSPOUT

DWG. (S) DRAWING (S)

DSB DOUBLE STRENGTH "B" GLASS

EA. EACH

E.C. EMPTY CONDUIT

E.F. EXHAUST FAN

EL., ELEV. ELEVATION

ELEC. ELECTRIC

EQUIP. EQUIPMENT

E.W. EACH WAY

E.W.C. ELECTRIC WATER COOLER

EXH. EXHAUST

EXP. JT. EXPANSION JOINT

EXT. EXTERIOR

EXIST. EXISTING

F.A. FIRE ALARM

F.C. FLEXIBLE CONNECTION

F.D. FLOOR DRAIN

F.E.C. FIRE EXTINGUISHER CABINET

FIN. FINISH

FL. FLOOR

FT. FOOT - FEET

FTG. FOOTING

FDN. FOUNDATION

GA. GAGE

GAL. GALLON

GALV. GALVANIZED

G.F.E. GOVERNMENT FURNISHED EQUIPMENT

GL. GLASS

GND. GROUND

GOV'T GOVERNMENT

G.P.H. GALLONS/HOUR

G.P.M. GALLONS/MINUTE

GR. GRILLE

G.W.B. GYPSUM WALL BOARD

GYP. GYPSUM

H. HIGH

H.B. HOSE BIBB

H.C. HOLLOW CORE

HT. HEIGHT

H.M. HOLLOW METAL

H.P. HORSE POWER

HR. HOUR

HTG. HEATING

HTR. HEATER

HVAC HEATING, VENTILATION & AIR CONDITIONING

HW., HDWE. HARDWARE

HYD. HYDRANT

HORIZ. HORIZONTAL

I.D. INSIDE DIAMETER

I.E. INVERT

IN. INCHES

INCAND. INCANDESCENT

INSUL. INSULATION

INT. INTERIOR

J.B. JUNCTION BOX

JCT. JUNCTION

JT. JOINT

KVA KILOVOLT AMPERE

KW. KILOWATT

LB. POUND

LG. LONG

L.P. LIGHTING PANEL

LTG. LIGHTING

LAV. LAVATORY

M. MOTOR

MAINTENANCEMAINT.

MAX. MAXIMUM

M.D.P. MAIN DISTRIBUTION PANEL

MECH. MECHANICAL

MTL. METAL

MIN. MINIMUM

MISC. MISCELLANEOUS

M.O. MASONRY OPENING

M.T. METAL THRESHOLD

MTD. MOUNTED

MTG. MOUNTING

M.V. MECHANICAL VENTILATION

N.A. NOT APPLICABLE

N.I.C. NOT IN CONTRACT

NO., # NUMBER

O.A. OUTDOOR AIR

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

O.H. OVERHEAD

OL. OVERLOAD

OPNG. OPENING

OPP. OPPOSITE

O.S.D. OPEN SIGHT DRAIN

P. PAPER

PART'N. PARTITION

PER. PERIMETER

PL. PLATE

PLBG. PLUMBING

PLYWD. PLYWOOD

PNL. PANEL

PRESS. PRESSURE

PSF POUNDS / SQUARE FOOT

PSI POUNDS / SQUARE INCH

PSIG POUNDS / SQUARE INCH GAGE

PT. POINT

PTD. PAINTED

P.T.D. PAPER TOWEL DISPENSER

QTR. QUARTER

QUAN. QUANTITY

R. RISER

R.A. RETURN AIR

RAD. RADIUS

RD. ROUND

REC'D. RECESSED

RECIRC. RECIRCULATING

RECP. RECEPTACLE

REG. REGISTER

REINF. REINFORCING

REQ'D. REQUIRED

RET. RETURN

R.G. RETURN GRILLE

RM. ROOM

S. SUPPLY

S.A. SUPPLY AIR

SCH. SCHEDULE

SECT. SECTION

SERV. SERVICE

SHT. SHEET/SHEATHING

S.J. SLIP JOINT

SPEC. SPECIFICATIONS

SQ. FT., SF SQUARE FEET

STL. STEEL

STOR. STORAGE

STRUC. STRUCTURAL

SUSP. SUSPENDED

SW. SWITCH

STD. STANDARD

T., TOIL. TOILET

TEL. TELEPHONE

TEMP. TEMPERATURE

THK. THICKNESS

THD. THRESHOLD

TYP. TYPICAL

T.T.D. TOILET TISSUE DISPENSER

T.O.S. TOP OF STEEL

T & G TONGUE & GROOVE

TR. TREAD

U.O.N. UNLESS OTHERWISE NOTED

V. VOLT

V.C.T. VINYL COMPOSITION TILE

VENT. VENTILATION

VERT. VERTICAL

VTR. VENT THRU ROOF

W. WATT

W/ WITH

WD. WOOD

W.G. WATER GAGE

WP. WEATHERPROOF

WTR. WATER

W.W.F. WELDED WIRE FABRIC

W.C. WATER CLOSET

W.H. WATER HEATER

A.C.M. ASBESTOS CONTAINING MATERIAL

R.P.M. REVOLUTIONS / MINUTE

R.O. ROUGH OPENING

FR. FRAME

CONDENSATE

FE FIRE EXTINGUISHER

STANDARD SYMBOLS

DETAIL NUMBER

SHEET DETAIL SHOWN ON

DETAIL NUMBER

SHEET DETAIL SHOWN ON

DETAIL NUMBER

SHEET DETAIL SHOWN ON

CONCRETE

SAND

GROUT

EARTH (COMPACTED)

EARTH (UNDISTURBED)

GRAVEL

CONCRETE / ASPHALT (NEW)

CMU (SECTION)

BRICK (SECTION)

CMU (PLAN)

STEEL

RIGID INSULATION

BATT INSULATION

BLOCKING

CMU (ELEVATION)

BRICK (ELEVATION)

GRATING

BOG. BOTTOM OF GRADE

G.F.G.I. GOVERNMENT FURNISHED

G.F.C.I. GOVERNMENT FURNISHED

GOVERNMENT INSTALLED

CONTRACTOR INSTALLED

SPF SPRAY POLYURETHANE FOAM

SAFB SOUND ATTENUATING

FIBERGLASS BATTS

COR CONTRACTING OFFICERS

REPRESENTITIVE

M . S

D . P

T R

. A

G-002

N S

N O

SPRAY FOAM INSULATION

KEYED NOTE

NEW ROOF CONSTRUCTION

WRB. WATER RESISTIVE BARRIER

VIF VERIFY IN FIELD

P.P.T. PRESSURE PRESERVATIVE TREATED

R R

R VV

H H

15" S

" S

6"S

SAN

" S

12" S

6" S

12" S

" S

6" S

FINISHED FLOOR

ELEVATION 255

TRANS

CB3

CB2

CB1

CB5

DS01

DS02DS03

DS04

DS05

DS06 DS07

DS09

DS08

DS10

DS11

DS12 DS13

DS14

DS15

DS16DS17

DS18 DS19

DS20

DS21

DS22

DS23DS24

DS25

DS28

D S2

DS26

CB4

DUMPSTER

R S

CONSTRUCTION

STAGING &

STORAGE

CONSTRUCTION

ACCESS GATE

6"SF

SF DS01

DS02

DS28

D S2

16'8'0 32'

SCALE: 1/16" = 1'-0"1 ARCHITECTURAL SITE PLAN

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AS101

M . S

D . P

T R

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LEGEND

KEYED NOTES

FLUSH STORM DRAIN LINES FROM DOWNSPOUT BOOT TO

NEAREST CATCH BASIN.

DEMOLISH EXISTING DOWNSPOUT BOOT; PROVIDE NEW 6" CAST

IRON DOWNSPOUT BOOT WITH "WYE" CLEANOUT & 2" AIR GAP.

SEE DOWNSPOUT SCHEDULE.

PROVIDE PVC LANDSCAPE EDGE BAND BETWEEN GRAVEL AND

GRASSED AREAS.

CUT & CAP EXISTING LATERAL.

RESEED AREA FOLLOWING DOWNSPOUT BOOT WORK AND

BACKFILL.

PROVIDE TOPSOIL AT ERODED AREA AND RESEED.

REMOVE EXISTING LANDSCAPE GRAVEL. PROVIDE NEW

LANDSCAPE GRAVEL TO MATCH EXISTING.

CUT & CAP EXIST DOWNSPOUT BOOT 4" BELOW GRADE.

FLUSH STORM DRAIN LINE BETWEEN CATCH BASINS.

PROVIDE NEW 6" LATERAL FROM NEW DOWNSPOUT. REDUCE

AND TIE INTO EXISTING 4" LATERAL.

MAINTAIN CLEAR AND UNOBSTRUCTED PATH FROM EGRESS

DOOR TO GATE, DO NOT BLOCK DOOR.

PROVIDE 3'-0" EGRESS GATE IN TEMPORARY FENCING.

CLEAN OUT CATCH BASIN SUMP FOLLOWING DRAIN LINE

FLUSHING.

PROVIDE A TRAILER WITH 450 SF MINIMUM, SET ONE

POLE/TRANSFORMER FOR TEMPORARY ELECTRIC, AND

TEMPORARY NETWORK SERVICE FROM THE BUILDING TO THE

TRAILER. COORDINATE ADDITIONAL REQUIREMENTS WITH THE

COR. FINAL TRAILER LOCATION TO BE DETERMINED BY THE COR.

GENERAL NOTES

1. CONTRACTOR SHALL PROTECT ADJACENT AREAS OUTSIDE OF

AREA OF WORK FROM DEMOLITION & CONSTRUCTION

ACTIVITIES.

2. CONTRACTOR SHALL FOLLOW UFGS 02 82 00: ASBESTOS

REMEDIATION AND ALL FEDERAL, STATE, AND LOCAL

REGULATIONS FOR ASBESTOS WORK AND DISPOSAL.

3. ALL DIMENSIONS ARE TO FINISHED FACES. FIELD VERIFY ALL

DIMENSIONS PRIOR TO START OF WORK.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL FROM THE

SITE AND PROPER DISPOSAL OF ANY DEBRIS ACCUMULATED

DURING CONSTRUCTION ON A DAILY BASIS.

5. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE

MANUFACTURER'S WRITTEN INSTRUCTIONS.

6. STORED MATERIALS SHALL BE KEPT DRY AND IN AN ORDERLY

FASHION IN AN AREA DESIGNATED BY THE COR.

7. THE BUILDING WILL REMAIN OCCUPIED THROUGHOUT THE

EXECUTION OF THE WORK. ALL AREAS SHALL BE

WEATHER-TIGHT BETWEEN WORK PERIODS TO PREVENT LEAKS

DURING CONSTRUCTION.

8. HAND DIG ONLY IN THE VICINITY OF EXISTING UTILITIES AND

LAWN SPRINKLER LINES.

9. CONTRACTOR SHALL INVENTORY AND DOCUMENT THE STATE OF

THE EXISTING LAWN SPRINKLER SYSTEM AND BE RESPONSIBLE

FOR REPAIRING DAMAGE AS A RESULT OF CONSTRUCTION

ACTIVITIES.

EXISTING STORMWATER PIPING TO BE

SCOPED/CLEARED/CATALOGED

SF SILT FENCE

EXISTING CATCH BASIN TO REMAIN

NEW STORM LATERAL

EXISTING CONTOURS (METERS)

PLAN

NORTH

TRUE

NORTH

TYP.

DESIG. SIZE MAT'L REMARKS

DS15 -- SPLASH BLOCK 2

DS16 -- SPLASH BLOCK 2

DS17 6" CAST IRON 3

DS18 6" CAST IRON 3

DS19 6" CAST IRON 3

DS20 6" CAST IRON 3

DS21 6" CAST IRON 3

DS22 6" CAST IRON 3

DS23 6" CAST IRON 3

DS24 6" CAST IRON 3

DS25 6" CAST IRON 3

DS26 -- SPLASH BLOCK 2

DS27 6" CAST IRON 1, 4

DS28 -- SPLASH BLOCK 2

DOWNSPOUT BOOT SCHEDULE

AREA TO BE RESEEDED

REPLACE LANDSCAPE GRAVEL IN KIND

EXISTING STORMWATER PIPING TO REMAINS

EXISTING MANHOLE TO REMAINMH

CB#

TYP.

UON

TYP.

UON

TYP.

UON

TYP.

UON

6 6 6 6 6

SALVAGE AND RE-SET EXISTING SPLASH BLOCK

EXISTING SANITARY PIPING TO REMAINSAN

77.42

EXISTING LAWN SPRINKLER PIPING TO REMAINSP

8'4'0 16'

SCALE: 1/8" = 1'-0"2 BLDG ENTRANCE SITE PLAN

PLAN

NORTH

TRUE

NORTH

AS101

REMARKS:

1. REDUCE FROM 6" DOWNSPOUT BOOT TO 4" LATERAL BELOW GRADE.

2. SALVAGE AND RE-SET EXISTING SPLASH BLOCK.

3. PROVIDE CAST IRON TO PERFORATED PIPE LATERAL TRANSITION BELOW GRADE.

4. PROVIDE CAST IRON TO PVC TRANSITION BELOW GRADE.

DESIG. SIZE MAT'L REMARKS

DS01 -- SPLASH BLOCK 2

DS02 6" CAST IRON 1, 4

DS03 6" CAST IRON 1, 4

DS04 6" CAST IRON 1, 4

DS05 -- SPLASH BLOCK 2

DS06 -- SPLASH BLOCK 2

DS07 -- SPLASH BLOCK 2

DS08 -- SPLASH BLOCK 2

DS09 -- SPLASH BLOCK 2

DS10 -- SPLASH BLOCK 2

DS11 -- SPLASH BLOCK 2

DS12 -- SPLASH BLOCK 2

DS13 -- SPLASH BLOCK 2

DS14 -- SPLASH BLOCK 2

PROPOSED TEMPORARY CONSTRUCTION FENCING

R R

R VV

H H

AD201

AD202

AD20

'-1

5' -1

3 4"

70'-21 2" 28'-101

4" 43'-11 2"

'-0

1 2"

'-6

'-4

'-6 3 4"

'-0

1 2"

-1 1 2"

234'-2"

-0 3 4"

58'-41 4"44'-61

65'-81 2"

16'-4 34 "

'-3

'-5

1 2"

'-2 3 4"

'-2

3 4"

14'-01 4"

9'-23 4"20'-01

2"9'-23 4"6'-01

'-0

1 2"

'-8 3 4"

'-5

1 2" 8'

-3 3 4"

'-5

1 2"

'-1 1 4"

'-5

1 2" 7'

-8 1 2"

11'-11 4" 20'-01

2" 11'-01 2" 21'-03

4" 14'-81 4"

C O

N O

D W

N B

C R

O N

2 3

4 5

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D B

E D

E M

C R

O N

Y O

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IDENTIFICATION

O D

, S

, G

W oo d-

J V

100% CORRECTED FINAL - ISSUED FOR CONSTRUCTION

-1

8- D

2, AN

M . S

W G

R R

O O

F M

O M

Y, B

R A

E, M A

U .S

. A

F O

R C

E R

W es to ve r A R

B, C hi co pe e, M A

C O

M M

AD101

N R

O O

M . S

D . P

T R

. A

LEGEND

KEYED NOTES

GENERAL NOTES

1. CONTRACTOR SHALL PROTECT ADJACENT AREAS OUTSIDE OF

AREA OF WORK FROM DEMOLITION & CONSTRUCTION ACTIVITIES.

2. CONTRACTOR SHALL FOLLOW UFGS 02 82 00: ASBESTOS

REMEDIATION AND ALL FEDERAL, STATE, AND LOCAL REGULATIONS

FOR ASBESTOS WORK AND DISPOSAL.

3. ALL DIMENSIONS ARE TO FINISHED FACES. FIELD VERIFY ALL

DIMENSIONS PRIOR TO START OF WORK.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL FROM THE

SITE AND PROPER DISPOSAL OF ANY DEBRIS ACCUMULATED

DURING CONSTRUCTION ON A DAILY BASIS.

5. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE

MANUFACTURER'S WRITTEN INSTRUCTIONS.

6. STORED MATERIALS SHALL BE KEPT DRY AND IN AN ORDERLY

FASHION IN AN AREA DESIGNATED BY THE COR.

7. THE BUILDING WILL REMAIN OCCUPIED THROUGHOUT THE

EXECUTION OF THE WORK. ALL AREAS SHALL BE WEATHER-TIGHT

BETWEEN WORK PERIODS TO PREVENT LEAKS DURING

CONSTRUCTION.

8. THE CONTRACTOR SHALL NOT DEMO/TEAR OFF MORE ROOFING

THAN CAN BE MADE WATER TIGHT PRIOR TO INCLEMENT WEATHER

OR THE WORK DAY'S END.

9. NOISE-SENSITIVE ACTIVITIES OCCUR IN THE BUILDING. NOISE

GENERATION IS NOT PERMITTED OUTSIDE OF THE WORK HOURS

LISTED IN SPEC SECTION 01 14 00 WORK RESTRICTIONS.

10. CONTRACTOR SHALL PROVIDE A UNIT COST FOR UP TO 10% OF THE

METAL ROOF DECK TO BE REPLACED. IF THE CONTRACTOR

ENCOUNTERS AN AREA WHERE THE INTEGRITY OF THE METAL

ROOF DECK IS IN QUESTION, THEY SHALL STOP WORK IN THE AREA

AND NOTIFY THE COR IMMEDIATELY. WORK SHALL NOT PROCEED IN

THE AREA UNTIL THE USERS IN THE ROOMS BELOW THE WORK

AREA HAVE BEEN CLEARED AND THE CONTRACTOR HAS RECEIVED

WRITTEN AUTHORIZATION FROM THE COR TO PROCEED WITH THE

WORK.

DEMO ROOFING SYSTEM DOWN TO EXISTING METAL

DECK. ROOFING SYSTEM CONSISTS OF ASPHALT

SHINGLES, UNDERLAYMENT, PLYWOOD ROOF SHTG,

RIGID INSULATION NAILERS, AND RIGID INSULATION.

ROOF VENT TO BE DEMOLISHED

DEMO FLASHING AT EX'G PLUMBING VENT TO REMAIN

12'6'0 18'

SCALE: 3/32" = 1'-0"1 DEMOLITION ROOF PLAN

PLAN

NORTH

TRUE

NORTH

DEMO CURB & FLASHING AT EXIST HOT STACK. EXIST

HOT STACK TO REMAIN.

DEMO METAL COPING AND CONCRETE CAPS

1 1

DEMO EXISTING DORMER AND LOUVER.2

DEMO METAL COPING AND CONCRETE CAPS .3

TYP

UON

DEMO RIDGE VENT.4

DEMO ROOF VENTS.5

TYP

UON

TYP

UON

TYP

UON

DEMO CURB. HOT STACK TO REMAIN. **WARNING, BLACK

CAULKING/MASTIC AT CURB/HOT STACK IS AN ASBESTOS

CONTAINING MATERIAL** REMOVE AND DISPOSE IN ACCORDANCE

WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS.

DEMO FLASHING AT HOT STACK. HOT STACK TO REMAIN.7

DEMO METAL FASCIA, GUTTERS, & DOWNSPOUTS.8

TYP

UON

TYP

UON

DEMO STEP FLASHING AT PARAPETS & ROOF-WALL TRANSITIONS.9

DEMO END WALL FLASHING AT PARAPET.10

TYP

UON

TYP

UON

TYP

UON

DEMO FLASHING AT PLUMBING VENT THROUGH ROOF. VTR IS

EXISTING TO REMAIN.

11 11

TYP

UON

TYP

UON

RIDGER

VALLEYV

HIPH

TYP

UON

DEMO METAL RAKE TRIM12

12 12

EXISTING CATCH BASIN TO REMAIN

EXISTING MANHOLE TO REMAINMH

CB#

MECH PENETRATION TO REMAIN INSIDE DORMER.

13 MECH PENETRATION TO REMAIN BEHIND WALL LOUVER.

27'-3" T.O. TRUSS

12'-0" T.O. STEEL

0'-0" F.F.

±2 '-8

±2 '-5

1 2"

2' -4

"± 2' -4

±4 '-0

27'-3" T.O. TRUSS

12'-0" T.O. STEEL

0'-0" F.F.

±3 '-5

1 2"

±2 '-8

"±2 '-4

27'-3" T.O. TRUSS

12'-0" T.O. STEEL

0'-0" F.F.

±2 '-8

±4 '-5

±2 '-7

27'-3" T.O. TRUSS

12'-0" T.O. STEEL

0'-0" F.F.

±2 '-8

±2 '-5

12'6'0 18'

SCALE: 3/32" = 1'-0"1 DEMOLITION EXTERIOR ELEVATION - PLAN SOUTH

C O

N O

D W

N B

C R

O N

2 3

4 5

N U

D B

E D

E M

C R

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Y O

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SHEET

IDENTIFICATION

O D

, S

, G

W oo d-

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100% CORRECTED FINAL - ISSUED FOR CONSTRUCTION

-1

8- D

2, AN

M . S

W G

R R

O O

F M

O M

Y, B

R A

E, M A

U .S

. A

F O

R C

E R

W es to ve r A R

B, C hi co pe e, M A

C O

M M

AD201

O N

M . S

D . P

T R

. A

12'6'0 18'

SCALE: 3/32" = 1'-0"2 DEMOLITION EXTERIOR ELEVATION - PLAN NORTH

GENERAL NOTES

KEYED NOTES

LEGEND

12'6'0 18'

SCALE: 3/32" = 1'-0"3 DEMOLITION EXTERIOR ELEVATION - PLAN WEST

12'6'0 18'

SCALE: 3/32" = 1'-0"4 DEMOLITION EXTERIOR ELEVATION - PLAN EAST

NOT USED1

DEMO ARCHED DORMER AND LOUVER.2

DEMO METAL COPING AND CONCRETE CAP.3

DEMO RIDGE VENT.4

DEMO ROOF VENTS.5

DEMO GUTTERS, FASCIA, & DOWNSPOUTS.8

DEMO STEP FLASHING AT PARAPETS & ROOF-WALL TRANSITIONS.9

DEMO END WALL FLASHING AT PARAPET.10

DEMO ROOFING SYSTEM DOWN TO EXISTING METAL

DECK.

TYP

UON2

TYP

UON2

TYP

UON2

3 3

3 5

4 TYP

UON

4 TYP

UON

4 TYP

UON

4 TYP

UON

DEMO CURB. HOT STACK TO REMAIN. **WARNING, BLACK

CAULKING/MASTIC AT CURB/HOT STACK IS AN ASBESTOS

CONTAINING MATERIAL** REMOVE AND DISPOSE IN ACCORDANCE

WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS.

DEMO FLASHING AT HOT STACK. HOT STACK TO REMAIN.

DEMO DOWNSPOUT BOOTS, PREPARE FOR NEW CAST IRON BOOTS.

DEMO SPLASH BLOCKS AND RETROFIT PLASTIC PIPING.

DEMO ARCH TOP WALL LOUVERS.

12 TYP

UON

12 TYP

UON

12 TYP

UON 13 13

13 13 13 13 1313 13131313

3 14

14 14

6 7 11

8 TYP

UON

8 TYP

UON

8 TYP

UON

8 TYP

UON

99 35 11

DEMO FLASHING AT PLUMBING VENT THROUGH ROOF. VTR IS

EXISTING TO REMAIN.

DEMO METAL RAKE TRIM15

DEMO METAL RAKE/FASCIA TRIM.

15 15

1510 TYP

UON

TYP

UON

10 TYP

UON

TYP

UON

1. CONTRACTOR SHALL PROTECT ADJACENT AREAS OUTSIDE OF

AREA OF WORK FROM DEMOLITION & CONSTRUCTION ACTIVITIES.

2. CONTRACTOR SHALL FOLLOW UFGS 02 82 00: ASBESTOS

REMEDIATION AND ALL FEDERAL, STATE, AND LOCAL REGULATIONS

FOR ASBESTOS WORK AND DISPOSAL.

3. ALL DIMENSIONS ARE TO FINISHED FACES. FIELD VERIFY ALL

DIMENSIONS PRIOR TO START OF WORK.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL FROM THE

SITE AND PROPER DISPOSAL OF ANY DEBRIS ACCUMULATED

DURING CONSTRUCTION ON A DAILY BASIS.

5. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE

MANUFACTURER'S WRITTEN INSTRUCTIONS.

6. STORED MATERIALS SHALL BE KEPT DRY AND IN AN ORDERLY

FASHION IN AN AREA DESIGNATED BY THE COR.

7. THE BUILDING WILL REMAIN OCCUPIED THROUGHOUT THE

EXECUTION OF THE WORK. ALL AREAS SHALL BE WEATHER-TIGHT

BETWEEN WORK PERIODS TO PREVENT LEAKS DURING

CONSTRUCTION.

8. THE CONTRACTOR SHALL NOT DEMO/TEAR OFF MORE ROOFING

THAN CAN BE MADE WATER TIGHT PRIOR TO INCLEMENT WEATHER

OR THE WORK DAY'S END.

9. NOISE-SENSITIVE ACTIVITIES OCCUR IN THE BUILDING. NOISE

GENERATION IS NOT PERMITTED OUTSIDE OF THE WORK HOURS

LISTED IN SPEC SECTION 01 14 00 WORK RESTRICTIONS.

0'-0" F.F.

±2 '-5

1 2"

27'-3" T.O. TRUSS

12'-0" T.O. STEEL

0'-0" F.F.

±3

'-1 11 2"

27'-3" T.O. TRUSS

12'-0" T.O. STEEL

0'-0" F.F.

±2 '-5

1 2"

12'6'0 18'

SCALE: 3/32" = 1'-0"1 DEMOLITION COURTYARD ELEVATION - PLAN SOUTH

C O

N O

D W

N B

C R

O N

2 3

4 5

N U

D B

E D

E M

C R

O N

Y O

R D

SHEET

IDENTIFICATION

O D

, S

, G

W oo d-

J V

100% CORRECTED FINAL - ISSUED FOR CONSTRUCTION

-1

8- D

2, AN

M . S

W G

R R

O O

F M

O M

Y, B

R A

E, M A

U .S

. A

F O

R C

E R

W es to ve r A R

B, C hi co pe e, M A

C O

M M

AD202

O N

M . S

R . A

12'6'0 18'

SCALE: 3/32" = 1'-0"2 DEMOLITION COURTYARD ELEVATION - PLAN NORTH

GENERAL NOTES

KEYED NOTES

LEGEND

12'6'0 18'

SCALE: 3/32" = 1'-0"3 DEMOLITION EXTERIOR ELEVATION - ENTRY

NOT USED.1

NOT USED.2

DEMO METAL COPING AND CONCRETE CAP.3

DEMO RIDGE VENT.4

DEMO ROOF VENTS.5

DEMO GUTTERS, FASCIA, & DOWNSPOUTS.8

NOT USED.9

DEMO ROOFING SYSTEM DOWN TO EXISTING METAL

DECK.

DEMO CURB. HOT STACK TO REMAIN. **WARNING, BLACK

CAULKING/MASTIC AT CURB/HOT STACK IS AN ASBESTOS

CONTAINING MATERIAL** REMOVE AND DISPOSE IN ACCORDANCE

WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS.

NOT USED.

DEMO DOWNSPOUT BOOTS, PREPARE FOR NEW CAST IRON BOOTS.

DEMO SPLASH BLOCKS AND RETROFIT PLASTIC PIPING.

DEMO ARCH TOP WALL LOUVERS.

4 TYP

UON

4 TYP

UON

4 TYP

UON

6 8 TYP

UON

8 TYP

UON

8 TYP

UON

11 11

12 12 12

131312

DEMO FLASHING AT PLUMBING VENT THROUGH ROOF. VTR IS

EXISTING TO REMAIN.

DEMO METAL RAKE TRIM15

DEMO METAL RAKE/FASCIA TRIM.

DEMO END WALL FLASHING AT PARAPET.

1. CONTRACTOR SHALL PROTECT ADJACENT AREAS OUTSIDE OF

AREA OF WORK FROM DEMOLITION & CONSTRUCTION ACTIVITIES.

2. CONTRACTOR SHALL FOLLOW UFGS 02 82 00: ASBESTOS

REMEDIATION AND ALL FEDERAL, STATE, AND LOCAL REGULATIONS

FOR ASBESTOS WORK AND DISPOSAL.

3. ALL DIMENSIONS ARE TO FINISHED FACES. FIELD VERIFY ALL

DIMENSIONS PRIOR TO START OF WORK.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL FROM THE

SITE AND PROPER DISPOSAL OF ANY DEBRIS ACCUMULATED

DURING CONSTRUCTION ON A DAILY BASIS.

5. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE

MANUFACTURER'S WRITTEN INSTRUCTIONS.

6. STORED MATERIALS SHALL BE KEPT DRY AND IN AN ORDERLY

FASHION IN AN AREA DESIGNATED BY THE COR.

7. THE BUILDING WILL REMAIN OCCUPIED THROUGHOUT THE

EXECUTION OF THE WORK. ALL AREAS SHALL BE WEATHER-TIGHT

BETWEEN WORK PERIODS TO PREVENT LEAKS DURING

CONSTRUCTION.

8. THE CONTRACTOR SHALL NOT DEMO/TEAR OFF MORE ROOFING

THAN CAN BE MADE WATER TIGHT PRIOR TO INCLEMENT WEATHER

OR THE WORK DAY'S END.

9. NOISE-SENSITIVE ACTIVITIES OCCUR IN THE BUILDING. NOISE

GENERATION IS NOT PERMITTED OUTSIDE OF THE WORK HOURS

LISTED IN SPEC SECTION 01 14 00 WORK RESTRICTIONS.

R R

R VV

H H

A-201

A-202

A-20

EXIST.

SLOPE

51 2 :

2 : 12

EXIST.

2 : 12

EXIST.

2 : 12

EXIST.

2 : 12

EXIST.

2 : 12

: 1

'-4

3 4"

5' -1

3 4"

70'-21 2" 28'-101

4" 43'-11 2"

8' -3

3 4"

'-6

'-4

'-9 1 4"

'-0

1 2"

-1 1 2"

234'-2"

-0 3 4"

58'-41 4"44'-61

14'-01 4" 11'-11

4" 20'-01 2" 11'-01

2" 21'-03 4" 14'-81

'-5

1 2"

'-1 1 4"

'-5

1 2" 7'

-8 1 2"

'-5

1 2"

'-0 1 2"

'-3

1 4"

'-5 1 2"

15'-3" 20'-01 2" 9'-23

16'-4 3/4"

'-3

1/ 2"

'-1

'-0 1 2"

'-1

'-4

C O

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C R

O N

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4 5

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E M

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IDENTIFICATION

O D

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100% CORRECTED FINAL - ISSUED FOR CONSTRUCTION

-1

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2, AN

M . S

A-

W G

R R

O O

F M

O M

Y, B

R A

E, M A

U .S

. A

F O

R C

E R

W es to ve r A R

B, C hi co pe e, M A

C O

M M

A-101

R O

O F

M . S

D . P

T R

. A

LEGEND

KEYED NOTES

GENERAL NOTES

1. CONTRACTOR SHALL PROTECT ADJACENT AREAS OUTSIDE OF

AREA OF WORK FROM DEMOLITION & CONSTRUCTION ACTIVITIES.

2. CONTRACTOR SHALL FOLLOW UFGS 02 82 00: ASBESTOS

REMEDIATION AND ALL FEDERAL, STATE, AND LOCAL REGULATIONS

FOR ASBESTOS WORK AND DISPOSAL.

3. ALL DIMENSIONS ARE TO FINISHED FACES. FIELD VERIFY ALL

DIMENSIONS PRIOR TO START OF WORK.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL FROM THE

SITE AND PROPER DISPOSAL OF ANY DEBRIS ACCUMULATED

DURING CONSTRUCTION ON A DAILY BASIS.

5. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE

MANUFACTURER'S WRITTEN INSTRUCTIONS.

6. STORED MATERIALS SHALL BE KEPT DRY AND IN AN ORDERLY

FASHION IN AN AREA DESIGNATED BY THE COR.

7. THE BUILDING WILL REMAIN OCCUPIED THROUGHOUT THE

EXECUTION OF THE WORK. ALL AREAS SHALL BE WEATHER-TIGHT

BETWEEN WORK PERIODS TO PREVENT LEAKS DURING

CONSTRUCTION.

8. THE ROOF SHALL BE TEMP DRIED AT THE END OF EVERY WORKING

DAY. ROOFING UNDERLAYMENTS MAY REMAIN EXPOSED PROVIDED

THE BUILDING REMAINS WEATHER TIGHT AND THE MATERIALS ARE

LEFT EXPOSED FOR NO LONGER THAN THE WRITTEN

RECOMMENDATIONS OF THE MATERIAL'S MANUFACTURER.

9. NOISE-SENSITIVE ACTIVITIES OCCUR IN THE BUILDING. NOISE

GENERATION IS NOT PERMITTED OUTSIDE OF THE WORK HOURS

LISTED IN SPEC SECTION 01 14 00 WORK RESTRICTIONS.

10. ROOF ASSEMBLY SHALL ACHIEVE A MAXIMUM U-FACTOR OF 0.032.

NEW ROOFING SYSTEM: ASPHALT SHINGLES, SELF

ADHERED MEMBRANE UNDERLAYMENT, 3/4" EXT

PLYWD SHTG, 1 1/2" AIR SPACE W/ FURRING @16" OC,

AND R-30 RIGID INSULATION OVER EXISTING METAL

DECKING- TO BE SELECTED BY COR FROM MFR'S

FULL RANGE

NEW ROOF VENT

NEW FLASHING AT PLUMBING

VENT TO REMAIN

12'6'0 18'

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

PLAN

NORTHTRUE

NORTH

NEW CURB & FLASHING AT EX'G CHIMNEY.

NEW METAL COPING OVER BUILT-UP PT BLOCKING

1 1

NEW METAL COPING OVER BUILT-UP PT WOOD BLOCKING.3

TYP

UON

NEW ROOF RIDGE VENT.4

NEW ROOF VENTS W/ 50 S.I. MIN NET FREE VENTILATING AREA.5

TYP

UON

TYP

UON

TYP

UON

NEW CURB W/ INTEGRAL CRICKET AT EX'G HOT STACK. PROVIDE

NEW SEALANT FOLLOWING ASBESTOS ABATEMENT.

NEW FLASHING AND SEALANT AT EX'G HOT STACK.7

NEW GUTTERS & DOWNSPOUTS.8

TYP

UON

TYP

UON

NEW STEP FLASHING AT PARAPETS & ROOF-WALL TRANSITIONS.9

NEW END WALL FLASHING AT PARAPET.10

TYP

UON

TYP

UON

TYP

UON

NEW FLASHING AT EXISTING PLUMBING VENT THROUGH ROOF.11

11 11

RIDGER

VALLEYV

HIPH

TYP

UON

TYP

UON

TYP

UON

NEW METAL RAKE TRIM.12

GUTTER BAFFLE AT VALLEY END.13

12 12

EXISTING CATCH BASIN TO REMAIN

EXISTING MANHOLE TO REMAINMH

CB#

14 PROVIDE NEW METAL PANELS OVER STUCCO AT ENTRY FEATURE

PARAPETS.

CONNECT EXIST MECH PENETRATION TO NEW LOUVER.

NEW PREFABRICATED HALF ROUND LOUVER DORMER- REFER.

DETAIL 4/A-503.

0'-0" F.F.

±2 '-8

±2 '-5

1 2"2' -4

2' -4

±4 '-0

27'-3" T.O. TRUSS

12'-0" T.O. STEEL

0'-0" F.F.

±3 '-5

1 2"

±2 '-8

"±2 '-4

27'-3" T.O. TRUSS

12'-0" T.O. STEEL

0'-0" F.F.

±2 '-8

" ±2 '-7

±3 '-1

11 2"

27'-3" T.O. TRUSS

12'-0" T.O. STEEL

0'-0" F.F.

±2 '-8

±2 '-5

12'6'0 18'

SCALE: 3/32" = 1'-0"1 EXTERIOR ELEVATION - PLAN SOUTH

C O

N O

D W

N B

C R

O N

2 3

4 5

N U

D B

E D

E M

C R

O N

Y O

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SHEET

IDENTIFICATION

O D

, S

, G

W oo d-

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100% CORRECTED FINAL - ISSUED FOR CONSTRUCTION

-1

8- D

2, AN

M . S

A-

W G

R R

O O

F M

O M

Y, B

R A

E, M A

U .S

. A

F O

R C

E R

W es to ve r A R

B, C hi co pe e, M A

C O

M M

A-201

R E

N S

M . S

D . P

T R

. A

12'6'0 18'

SCALE: 3/32" = 1'-0"2 EXTERIOR ELEVATION - PLAN NORTH

GENERAL NOTES

KEYED NOTES

LEGEND

12'6'0 18'

SCALE: 3/32" = 1'-0"3 EXTERIOR ELEVATION - PLAN WEST

12'6'0 18'

SCALE: 3/32" = 1'-0"4 EXTERIOR ELEVATION - PLAN EAST

NOT USED1

NEW METAL COPING OVER BUILT-UP PT BLOCKING.3

NEW RIDGE VENT.4

NEW ROOF VENTS.5

NEW GUTTERS & DOWNSPOUTS.8

NEW STEP FLASHING AT PARAPETS & ROOF-WALL TRANSITIONS.9

NEW END WALL FLASHING AT PARAPET.10

TYP

UON2

TYP

UON2

TYP

UON2

3 3

3 5

4 TYP

UON

4 TYP

UON

4 TYP

UON

4 TYP

UON

NEW CURB AT EX'G HOT STACK. PROVIDE NEW SEALANT

FOLLOWING ASBESTOS ABATEMENT.

NEW CAST IRON DOWNSPOUT BOOTS WITH WYE CLEAN OUT AND

AIR GAP.

NEW SPLASH BLOCK.- SEE DETAIL 7/A-501

NEW CUSTOM WIND-DRIVEN RAIN RESISTANT METAL ARCHED TOP

WALL LOUVER.

12 TYP

UON

12 TYP

UON

12 TYP

UON 13 13

13 13 13 13 1313 13131313

3 14

14 14

5 5

6 7 11

8 TYP

UON

8 TYP

UON

8 TYP

UON

8 TYP

UON

99 35 11

NEW ROOFING SYSTEM: ASPHALT SHINGLES, SELF

ADHERED MEMBRANE UNDERLAYMENT, 3/4" EXT

PLYWD SHTG, 1 1/2" AIR SPACE W/ FURRING @ 16" OC,

AND R-28 MIN, 5" MAX THICK RIGID INSULATION OVER

EX'G METAL DECKING.

TIE NEW DOWNSPOUT BOOT INTO EXISTING STORM SEWER DRAIN

SYSTEM.

NEW FLASHING AT EXISTING PLUMBING VENT THROUGH ROOF.

NEW FLASHING AND SEALANT AT EX'G HOT STACK.

NEW PREFABRICATED HALF ROUND LOUVER DORMER- REFER.

DETAIL 4/A-503.

10 TYP

UON

10TYP

UON

10TYP

UON 10 TYP

UON

NEW METAL RAKE TRIM.

15 15

NEW METAL RAKE TRIM.

L-A L-A

L-A

L-AL-A

L-A

17 CLEAN COPPER AND LIMESTONE STAINING FROM PRECAST SILL,

WINDOW, AND FRAME.

18 CLEAN LIMESTONE / CONC. STAINING FROM WALL.

L-B

L-B L-B

L-B

LOUVER TYPE INDICATOR, SEE LOUVER

SCHEDULE ON A-202.

L-A

1. CONTRACTOR SHALL PROTECT ADJACENT AREAS OUTSIDE OF

AREA OF WORK FROM DEMOLITION & CONSTRUCTION ACTIVITIES.

2. CONTRACTOR SHALL FOLLOW UFGS 02 82 00: ASBESTOS

REMEDIATION AND ALL FEDERAL, STATE, AND LOCAL REGULATIONS

FOR ASBESTOS WORK AND DISPOSAL.

3. ALL DIMENSIONS ARE TO FINISHED FACES. FIELD VERIFY ALL

DIMENSIONS PRIOR TO START OF WORK.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL FROM THE

SITE AND PROPER DISPOSAL OF ANY DEBRIS ACCUMULATED

DURING CONSTRUCTION ON A DAILY BASIS.

5. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE

MANUFACTURER'S WRITTEN INSTRUCTIONS.

6. STORED MATERIALS SHALL BE KEPT DRY AND IN AN ORDERLY

FASHION IN AN AREA DESIGNATED BY THE COR.

7. THE BUILDING WILL REMAIN OCCUPIED THROUGHOUT THE

EXECUTION OF THE WORK. ALL AREAS SHALL BE WEATHER-TIGHT

BETWEEN WORK PERIODS TO PREVENT LEAKS DURING

CONSTRUCTION.

8. THE ROOF SHALL BE TEMP DRIED AT THE END OF EVERY WORKING

DAY. ROOFING UNDERLAYMENTS MAY REMAIN EXPOSED PROVIDED

THE BUILDING REMAINS WEATHER TIGHT AND THE MATERIALS ARE

LEFT EXPOSED FOR NO LONGER THAN THE WRITTEN

RECOMMENDATIONS OF THE MATERIAL'S MANUFACTURER.

9. NOISE-SENSITIVE ACTIVITIES OCCUR IN THE BUILDING. NOISE

GENERATION IS NOT PERMITTED OUTSIDE OF THE WORK HOURS

LISTED IN SPEC SECTION 01 14 00 WORK RESTRICTIONS.

L-A

NEW METAL PANEL.

19 PROVIDE NEW METAL PANELS OVER STUCCO AT ENTRY FEATURE

PARAPETS.

0'-0" F.F.

±3 '-3

1 4"

27'-3" T.O. TRUSS

12'-0" T.O. STEEL

0'-0" F.F.

-0 1 8"

27'-3" T.O. TRUSS

12'-0" T.O. STEEL

0'-0" F.F.

±2 '-5

1 4"

12'6'0 18'

SCALE: 3/32" = 1'-0"1 COURTYARD ELEVATION - PLAN SOUTH

C O

N O

D W

N B

C R

O N

2 3

4 5

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E D

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O D

, S

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W oo d-

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-1

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2, AN

M . S

A-

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F M

O M

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R A

E, M A

U .S

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D . P

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12'6'0 18'

SCALE: 3/32" = 1'-0"2 COURTYARD ELEVATION - PLAN NORTH

GENERAL NOTES

KEYED NOTES

LEGEND

12'6'0 18'

SCALE: 3/32" = 1'-0"3 EXTERIOR ELEVATION - ENTRY

NOT USED.1

NOT USED.2

4 TYP

UON

4 TYP

UON

4 TYP

UON

6 8 TYP

UON

8 TYP

UON

8 TYP

UON

11 11

12 12 12

131313

NEW METAL COPING OVER BUILT-UP PT BLOCKING.

NEW RIDGE VENT.

NEW ROOF VENTS.

NEW GUTTERS & DOWNSPOUTS.

NEW END WALL FLASHING AT PARAPET.

NEW CURB AT EX'G HOT STACK. PROVIDE NEW SEALANT

FOLLOWING ASBESTOS ABATEMENT.

NEW CAST IRON DOWNSPOUT BOOTS WITH WYE CLEAN OUT AND

AIR GAP.

NEW SPLASH BLOCK.- SEE DETAIL 7/A-501

NEW FLASHING AT EXISTING PLUMBING VENT THROUGH ROOF.

NEW FLASHING AND SEALANT AT EX'G HOT STACK.

7BEHIND

10 TYP

UON

NEW METAL RAKE TRIM.

NEW STEP FLASHING AT PARAPETS & ROOF-WALL TRANSITIONS.

9 BEHIND

LOUVER SCHEDULE

TAG SIZE LOCATION

L-A 96" x 48" PREFABRICATED PREFINISHED HALF ROUND ALUMINUM

LOUVER DORMER. B.O.D. COPPERCRAFT OR APPROVED EQUAL

L-B ±96"W x

RAD. ±42 "

EXISTING WALL LOUVER OPENING.

B.O.D. ARCHITECTURAL LOUVERS "E6WF" OR APPROVED EQUAL.

L-B

NOTE:

CONTRACTOR TO VERIFY ALL OPENINGS IN FIELD PRIOR TO ORDERING.

1. CONTRACTOR SHALL PROTECT ADJACENT AREAS OUTSIDE OF

AREA OF WORK FROM DEMOLITION & CONSTRUCTION ACTIVITIES.

2. CONTRACTOR SHALL FOLLOW UFGS 02 82 00: ASBESTOS

REMEDIATION AND ALL FEDERAL, STATE, AND LOCAL REGULATIONS

FOR ASBESTOS WORK AND DISPOSAL.

3. ALL DIMENSIONS ARE TO FINISHED FACES. FIELD VERIFY ALL

DIMENSIONS PRIOR TO START OF WORK.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL FROM THE

SITE AND PROPER DISPOSAL OF ANY DEBRIS ACCUMULATED

DURING CONSTRUCTION ON A DAILY BASIS.

5. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE

MANUFACTURER'S WRITTEN INSTRUCTIONS.

6. STORED MATERIALS SHALL BE KEPT DRY AND IN AN ORDERLY

FASHION IN AN AREA DESIGNATED BY THE COR.

7. THE BUILDING WILL REMAIN OCCUPIED THROUGHOUT THE

EXECUTION OF THE WORK. ALL AREAS SHALL BE WEATHER-TIGHT

BETWEEN WORK PERIODS TO PREVENT LEAKS DURING

CONSTRUCTION.

8. THE ROOF SHALL BE TEMP DRIED AT THE END OF EVERY WORKING

DAY. ROOFING UNDERLAYMENTS MAY REMAIN EXPOSED PROVIDED

THE BUILDING REMAINS WEATHER TIGHT AND THE MATERIALS ARE

LEFT EXPOSED FOR NO LONGER THAN THE WRITTEN

RECOMMENDATIONS OF THE MATERIAL'S MANUFACTURER.

9. NOISE-SENSITIVE ACTIVITIES OCCUR IN THE BUILDING. NOISE

GENERATION IS NOT PERMITTED OUTSIDE OF THE WORK HOURS

LISTED IN SPEC SECTION 01 14 00 WORK RESTRICTIONS.

16 PROVIDE NEW METAL PANELS OVER STUCCO AT ENTRY FEATURE

PARAPETS BEYOND.

NEW ROOFING SYSTEM: ASPHALT SHINGLES, SELF

ADHERED MEMBRANE UNDERLAYMENT, 3/4" EXT

PLYWD SHTG, 1 1/2" AIR SPACE W/ FURRING @ 16" OC,

AND R-28 MIN, 5" MAX THICK RIGID INSULATION OVER

EX'G METAL DECKING.

NEW CUSTOM WIND-DRIVEN RAIN RESISTANT METAL ARCHED TOP

WALL LOUVER.

4"x3" DOWNSPOUT, TYP.

1" AIR SP

IN. V.I.F.

GUTTER FASTENER / SPACER

EDGE METALW/ CONT DRIP EDGE

5" GUTTER, TYP.

GUTTER HANGER

SELF-ADHERED UNDERLAYMENT

ARCHITECTURAL SHINGLES

METAL PANEL FASCIA,

B.O.D. ATAS OPF080

DOWNSPOUT

SELF ADHESIVE MEMBRANE LAP

DOWN OVER DRIP EDGE

3/4" PLYWD SHTG. ON EX'G

SUB-FASCIA FRAMING

FASCIA-TO-SOFFIT DRIP EDGE

SEE ROOF

PLAN

EXISTING VENTED SOFFIT PANEL TO REMAIN

EDGE BLOCKING

PLYWD ROOF SHTG

P.P.T. 2x4 NAILERS

RIGID ROOF INSULATION

0 3" 9"6"

SCALE: 3" = 1'-0"1 TYPICAL GUTTER, FASCIA, AND DOWNSPOUT

DOWNSPOUT HANGER

DOWNSPOUT BRACKET

EXISTING BRICK EXTERIOR WALL

NOTES:

1. GUTTER SHALL BE INSTALLED PRIOR

TO EDGE METAL AND SHINGLES

0 3" 9"6"

SCALE: 3" = 1'-0"2 TYPICAL ARCH WALL PARAPET

P.P.T. BLOCKING

TAPERED EDGE STRIP

SELF-ADHERED MEMBRANE

CONTINUOUS CLEAT W/ DRIP AND

HEMMED RETURN

METAL COPING

P.P.T. 2x4 NAILERS

PLYWD ROOF SHTG

RIGID ROOF INSULATION

EXISTING METAL ROOF DECK

P.P.T. WD BLOCKING

EXISTING CONSTRUCTION

STEP FLASHING

METAL FLASHING, LAP UP UNDER COPING

AND DOWN OVER STEP FLASHING

SELF-ADHERED MEMBRANE, LAP UP

SIDE WALL UNDER COPING AND

DOWN ONTO PLYWD ROOF SHTG

4"ARCHITECTURAL SHINGLES

0 3" 9"6"

SCALE: 3" = 1'-0"3 TYPICAL VALLEY FLASHING

METAL VALLEY FLASHING LAP UPPER

FLASHING DOWN OVER LOWER

8" M

. O

PROVIDE 2 BEADS OF BUTYL

SEALANT AT OVERLAP

VALLEY FLASHING CLIPS @

12" O.C.

METAL VALLEY FLASHING

LEAK BARRIER UNDERLAYMENT 18" MIN.

EA SIDE OF VALLEY

CONT. 8" WIDE SELF-ADHERED MEMBRANE

CENTERED ON FLASHING EDGE

9" MIN.

SHINGLE UNDERLAYMENT

SET SHINGLE END UNDER METAL FLASHING W/

CONT. BEAD OF SEALANT/MASTIC

ARCHITECTURAL SHINGLES

PLYWD ROOF SHTG

P.P.T. 2x4 NAILERS

RIGID ROOF INSULATION

EXISTING METAL ROOF DECK

0 3" 9"6"

SCALE: 3" = 1'-0"4 TYPICAL RIDGE VENT

SEE ROOF

PLAN

1" 1"

HIP/RIDGE CAP SHINGLE

RIDGE VENT

ARCHITECTURAL SHINGLES

SELF-ADHERED MEMBRANE

P.P.T. 2x4 NAILERS

PLYWD ROOF SHTG

RIGID ROOF INSULATION

P.P.T. WD BLOCKING

EXISTING METAL ROOF DECK

NOTES:

1. SHINGLES SHALL NOT BE ATTACHED THROUGH VALLEY FLASHING.

2. FULL SHEET OF SELF-ADHERED MEMBRANE SHALL BE INSTALLED IN VALLEY

PRIOR TO SHEET METAL VALLEY INSTALLATION

0 3" 9"6"

SCALE: 3" = 1'-0"5 TYPICAL PLUMBING VENT

EXISTING SANITARY VENT STACK-

PAINT BLACK

METAL PIPE FLASHING BOOT

W/ ROOFING FLANGE. SET

ROOFING FLANGE IN

BITUMINOUS PLASTIC CEMENT

ARCHITECTURAL SHINGLES

SELF-ADHERED MEMBRANE

PLYWD ROOF SHT

GENERAL DETAIL NOTES:

1. PLYWD ROOF SHTG SHALL BE 3/4" U.O.N.

2. RIGID ROOF INSULATION SHALL BE R-28 MIN / 5" MAX. U.O.N.

3. P.P.T. 2x4 NAILERS SHALL BE SPACED AT 16" O.C. AND FASTENED THROUGH THE

INSULATION TO THE ROOF DECK @ 8" O.C. MIN. 2 FASTENERS PER PIECE.

PROVIDE 4" BETWEEN BUTT ENDS OF NAILERS FOR CROSS VENTILATION.

4. ALL FLASHING SHALL BE INSTALLED "SHINGLE-FASHION" TO PREVENT INTRUSION

OF WATER INTO THE STRUCTURE.

5. ALL HORIZONTAL SURFACE SHALL BE SLOPED TO SHED WATER AWAY FROM THE

STRUCTURE AND PREVENT STANDING OR INTRUSION OF WATER.

P.P.T. 2x4 NAILERS

RIGID ROOF INSULATION

EXISTING METAL ROOF DECK

FILL VOID BTWN PIPE AND RIGID

INSULATION WITH LOW-EXPANSION

INSULATING FOAM

SEE ROOF

PLAN

NOTES:

1. SHINGLES SHALL NOT BE ATTACHED THROUGH STEP FLASHING.

TYPICAL MOUNTING DETAIL

2" AIR GAP

CAULDER STYLE

COUPLING / INCREASER

COUPLING WITH STAINLESS

STEEL STRAPS AND INSERTS OR

STAINLESS STEEL NO HUB BAND

TO CONNECT TO EXISTING

STORM PIPING

6" CAST IRON BOOT

SCALE: NTS6 TYPICAL DOWNSPOUT BOOT

±1

0" V.

I.F

SECTION

PLAN

1/4 :12 MIN.

MIN. 2 FASTENERS

PER CLIP

2" 4"

SCALE: NTS7 TYPICAL D.S. AND SPLASHBLOCK

NEW D.S.

EXISTING WALL

FLEXIBLE COLLAR

ALTERNATE

COUPLER

LOCATION

EXISTING 4" OR 6"

STORM DRAIN

DOWNSPOUT

SEE DRAWINGS

6" WYE

CLEAN OUT

MOUNTING

STRAP

RESET EXISTING SPLASH BLOCKS

±1'-0"

SEALANTSTRIP IN COLLAR FLANGE WITH

SELF-ADHERED MEMBRANE.

FASTENER W/ EPDM WASHER

CONTINUOUS CLEAT

TWO-PIECE DOWNSPOUT BRACKET, TYP.

PROFESSIONAL SEALS

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SEALANT ALL SIDES

NEW ASPHALT SHINGLES

0 3" 9"6"

SCALE: 3" = 1'-0"2 TYPICAL ROOF TO BRICK PARAPET TRANSITION

STEP FLASHING. PROVIDE KICK OUT

FLASHING AT BOTTOM OF RUN

4" M

4" MIN.

COUNTERFLASHING LAPPED DOWN

OVER STEP FLASHING

8" M

EXISTING CONSTRUCTION

LAP SELF-ADHERED MEMBRANE UP SIDE

WALL BEHIND COUNTER FLASHING

SAWCUT REGLET IN MORTAR JOINT.

PROVIDE BACKER ROD AND SEALANT

ARCHITECTURAL SHINGLES

SELF-ADHERED MEMBRANE

NOTES:

1. SHINGLES SHALL NOT BE ATTACHED THROUGH STEP FLASHING.

P.P.T. 2x4 NAILERS

RIGID ROOF INSULATION

EXISTING METAL ROOF DECK

PLYWD ROOF SHTG

0 3" 9"6"

SCALE: 3" = 1'-0"1 TYPICAL KICK OUT FLASHING

0 3" 9"6"

SCALE: 3" = 1'-0"3 TYPICAL RAKE

CONT DRIP EDGE

ALUM-WRAPPED P.P.T. 2x12 RAKE BOARD

HEMMED DRIP EDGE

EXISTING CONSTRUCTION

P.P.T. WD BLOCKING

P.P.T. 2x4 NAILERS

RIGID ROOF INSULATION

PLYWD ROOF SHTG

SELF-ADHERED MEMBRANE

ARCHITECTURAL SHINGLES

NEW SHEET

METAL KICK OUT

0 3" 9"6"

SCALE: 3" = 1'-0"4 TYPICAL HOT STACK CURB

12"

24"

NOTES:

1. EXTEND CURB HEIGHT AND/OR PROVIDE WOOD NAILERS TO PROVIDE MINIMUM 8" FLASHING HEIGHT.

2. ALL CORNERS AND JOINTS OF SKIRT, CRICKET, AND CAP FLASHING TO BE WELDED.

3. PROVIDE SKIRT FLASHING AROUND ENTIRE CURB.

PROVIDE 4" VENT GAP BETWEEN

NAILERS AND BLOCKING BELOW CURB

PROVIDE P.P.T. BLOCKING BELOW ROOF CURB

SET SHINGLES AROUND

CURB IN SEALANT

P.P.T. 2x4 NAILERS

RIGID ROOF INSULATION

EXISTING METAL

ROOF DECK

PLYWD ROOF SHTG

PROVIDE PT BLOCKING @ PERIMETER OF

ROOF OPENING

PROVIDE 2" MIN MINERAL WOOL BTWN

COMBUSTIBLE MATERIALS & HOT STACK, TYP.

36" WIDE SELF-ADHERED

MEMBRANE

24GA STAINLESS STEEL CRICKET- SLOPE TO

MATCH ROOF SLOPE

P.P.T. 2x ROOF CURB

SELF-ADHERED MEMBRANE 8" UP ALL SIDES OF CURB

SKIRT FLASHING

CAP FLASHING W/ ROUND DUCT TRANSITION.

0 3" 9"6"

SCALE: 3" = 1'-0"5 EXHAUST VENT

INSTALL ASPHALT

MASTIC UNDER

FLASHING SLEEVE

EXHAUST VENT

FASTENERS SET

IN MASTIC

ARCHITECTURAL

SHINGLES

INSTALL ASPHALT MASTIC

UNDER FLASHING SLEEVE

INSTALL ASPHALT

MASTIC UNDER

SHINGLES

GENERAL DETAIL NOTES:

1. PLYWD ROOF SHTG SHALL BE 3/4" U.O.N.

2. RIGID ROOF INSULATION SHALL BE R-28 MIN / 5" MAX. U.O.N.

3. P.P.T. 2x4 NAILERS SHALL BE SPACED AT 16" O.C. AND FASTENED THROUGH THE

INSULATION TO THE ROOF DECK @ 8" O.C. MIN. 2 FASTENERS PER PIECE.

PROVIDE 4" BETWEEN BUTT ENDS OF NAILERS FOR CROSS VENTILATION.

4. ALL FLASHING SHALL BE INSTALLED "SHINGLE-FASHION" TO PREVENT INTRUSION

OF WATER INTO THE STRUCTURE.

5. ALL HORIZONTAL SURFACE SHALL BE SLOPED TO SHED WATER AWAY FROM THE

STRUCTURE AND PREVENT STANDING OR INTRUSION OF WATER.

4" M

EXISTING ROUND DUCT FLASHING

(2) CONT. BEADS OF SEALANT

P.P.T BLOCKING

LAP LEAK BARRIER MEMBRANE DOWN

AND AROUND FACE OF BLOCKING

HEMMED BACK EDGE

FASTEN T/O MEMBRANE

SHINGLE BLEEDER

N.T.S.6 TYPICAL PARAPET END

ARCHITECTURAL

SHINGLES

VALLEY

METAL COPING

STEP FLASHING

METAL FINISH

WRAP METAL FLASHING

AROUND FRONT FACE OF

BRICK 1 1/2". PROVIDE HEMMED

EDGE SET CONT CLEAT &

CONTINUOUS SEALANT.

P.P.T. 2x ROOF CURB

SELF-ADHERED MEMBRANE 8" UP ALL SIDES OF CURB

SKIRT FLASHING

CAP FLASHING W/ ROUND DUCT TRANSITION.

4" M

EXISTING ROUND DUCT FLASHING

(2) CONT. BEADS OF SEALANT

24GA STAINLESS STEEL CRICKET- SLOPE TO

MATCH ROOF SLOPE

P.P.T. 2x4 NAILERS

RIGID ROOF INSULATION

EXISTING METAL

ROOF DECK

PLYWD ROOF SHTG

SET SHINGLES AROUND

CURB IN SEALANT

MINERAL WOOL @ PERIMETER

OF PENETRATION

CONTINUOUS SEALANT

2" 2"

3/4" PLYWD SHTG 3/4" PLYWD SHTG

P.P.T. 2x ROOF CURB

SKIRT FLASHING

3/4" PLYWD SHTG

CRICKET FLASHING

SELF-ADHERED MEMBRANE

CRICKET BELOW

EXIST HOT STACK

LAP CRICKET FLASHING

DOWN OVER BASE

FLASHING

BASE FLASHING

REGLET & COUNTER FLASHING

CONT SEALANT

CONT CLEAT

METAL FLASHING

REGLET COUNTERFLASHING BELOW

STEP FLASHING BELOW

SELF-ADHERED MEMBRANE

EXIST PARAPET

CONSTRUCTION

DOWNSLOPE UPSLOPE

DOWNSLOPE

UPSLOPE

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0 3" 9"6"

SCALE: 3" = 1'-0"1 ENTRY FEATURE PARAPET

TAPERED EDGE STRIP

P.P.T. PLYWD BLOCKING

SELF-ADHERED UNDERLAYMENT

CONT. CLEAT

METAL COPING

EXISTING PARAPET CONSTRUCTION

PARKING LOT SIDEROOF SIDE

0 3" 9"6"

SCALE: 3" = 1'-0"2 TYPICAL ARCHED WALL LOUVER

CONT SEALANT

DRIP EDGE

TWO-PIECE SILL FLASHING W/ BACK

AND END DAMS. BED IN SEALANT

CONT PT PLYWD SHIM

CONT BACKER ROD AND SEALANT

EXISTING ARCHED BRICK LINTEL

DIM VARIES IN ARCHED WALLS.

LOUVER SHALL BE SET FLUSH TO

FACE OF WALL AT JAMBS

WIND-DRIVEN RAIN

RESISTANT LOUVER

PREFABRICATED ARCHED DORMER WITH LOUVER

PREFAB DORMER BOTTOM FLANGE

ARCHITECTURAL SHINGLES

SHINGLE UNDERLAYMENT

PT SHIM

0 3" 9"6"

SCALE: 3" = 1'-0"4 TYPICAL BARREL DORMER LOUVER

P.P.T. 2x4 NAILERS

RIGID ROOF INSULATION

EXISTING METAL ROOF DECK

PLYWD ROOF SHTG

GENERAL DETAIL NOTES:

1. PLYWD ROOF SHTG SHALL BE 3/4" U.O.N.

2. RIGID ROOF INSULATION SHALL BE R-28 MIN / 5" MAX. U.O.N.

3. P.P.T. 2x4 NAILERS SHALL BE SPACED AT 16" O.C. AND FASTENED THROUGH THE

INSULATION TO THE ROOF DECK @ 8" O.C. MIN. 2 FASTENERS PER PIECE.

PROVIDE 4" BETWEEN BUTT ENDS OF NAILERS FOR CROSS VENTILATION.

4. ALL FLASHING SHALL BE INSTALLED "SHINGLE-FASHION" TO PREVENT INTRUSION

OF WATER INTO THE STRUCTURE.

5. ALL HORIZONTAL SURFACE SHALL BE SLOPED TO SHED WATER AWAY FROM THE

STRUCTURE AND PREVENT STANDING OR INTRUSION OF WATER.

1/4 :12 MIN.

0 3" 9"6"

SCALE: 3" = 1'-0"3 TYPICAL ROOF TO STUCCO PARAPET TRANSITION

NEW STEP FLASHING LAPPED UP BEHIND

EXIST COUNTERFLASHING. PROVIDE KICK OUT

FLASHING AT BOTTOM OF RUN

4" M

4" MIN.

EXIST COUNTERFLASHING LAPPED

DOWN OVER NEW STEP FLASHING

REPLACE SEALANT @ EXISTING REGLET

ARCHITECTURAL SHINGLES

SELF-ADHERED MEMBRANE, TURN UP SIDE WALL

NOTES:

1. SHINGLES SHALL NOT BE ATTACHED THROUGH STEP FLASHING.

P.P.T. 2x4 NAILERS

RIGID ROOF INSULATION

EXISTING METAL ROOF DECK

PLYWD ROOF SHTG

CONT 1/2" GALV STL HAT CHANNELS @ 16" O.C.

PROVIDE BIRD SCREEN AT LOUVERS WITH

MECHANICAL PENETRATIONS AND INSECT

SCREEN AT EMPTY DORMERS PROVIDE BIRD SCREEN AT LOUVERS

WITH MECHANICAL PENETRATIONS AND

INSECT SCREEN AT UNUSED LOUVERS

NOTES:1. PROVIDE SEPARATION OF DISSIMILAR MATERIALS PER SPEC SECTION

08 91 00, SUBPART 3.2 PROTECTION FROM CONTACT OF DISSIMILAR MATERIALS.

NOTES:1. PROVIDE SEPARATION OF DISSIMILAR MATERIALS PER SPEC SECTION

08 91 00, SUBPART 3.2 PROTECTION FROM CONTACT OF DISSIMILAR MATERIALS.

BLADE STIFFENERS (TYP.)

±2'-3"

±4

METAL PANELS TO MATCH FASCIA,

B.O.D. ATAS OPF080

METAL PANELS TO MATCH FASCIA,

B.O.D. ATAS OPF080

CONT 1/2" GALV STL HAT

CHANNELS @ 16" O.C.

EXISTING STUCCO

METAL PANELS TO MATCH FASCIA,

B.O.D. ATAS OPF080

PROVIDE GALVANIZED SHEET METAL TRANSITION

DUCTWORK TO MATCH EXISTING DUCTWORK AND

CONNECT TO BACK OF NEW LOUVER. NET FREE

VENTILATING AREA AT BACK OF LOUVER SHALL BE

DOUBLE THE EXIST DUCT NFVA. PROVIDE BLANK OFF

PANEL AT DORMERS WITHOUT DUCTWORK.

EXISTING DUCTWORK

NEW MINERAL WOOL INSULATION

AT PERIMETER OF DUCT OPENING

P.P.T. BLOCKING @ PERIMETER

OF OPENING

PROVIDE VENTILATION GAP BTWN

NAILERS AND BLOCKING

PREFAB DORMER TOP FLANGE

SELF-ADHERED MEMBRANE

ARCHITECTURAL SHINGLES

SILL SEALER

41 2"

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File details come from the government source that posted it. Updated Jun 21, 2023.