02 YTPM 13-0011_Repair Roof Med Fac B2235 Drawings.pdf

PDF 35 MB Posted Feb 1, 2024

Attached to: Repair Roof Medical Facility, B2235
Solicitation number: FA660624B0001
Issued by: Department of the Air Force Reserve Command

About this file

Written by GovTribe AI · Feb 1, 2024

This document provides details on a federal contract solicitation from the Department of the Air Force Reserve Command. Solicitation number FA6606-24-B-0001 seeks offers to repair the roof of Medical Facility B2235. Contractors can review the solicitation documents, including drawings of the facility, on SAM.gov. Any questions should be directed to the contracting officer, Amy Dumais. The solicitation appears to provide the necessary information for contractors to understand the required repair work and respond with pricing by the anticipated award date.

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Other files

File	Type	Posted
Abstract of Offers_FA660624B0001.pdf	PDF	Mar 8, 2024
Bid Opening Sign-In Sheet_2024.03.07.pdf	PDF	Mar 8, 2024
RFI 002 YTPM 13-0011 Repair Roof B2235_Signed.pdf	PDF	Mar 1, 2024
05 Wage Determination MA20240003_2024.03.01.pdf	PDF	Mar 1, 2024
Solicitation Amendment FA660624B00010003_Issued.pdf	PDF	Mar 1, 2024
Solicitation Amendment FA660624B00010002_Issued.pdf	PDF	Feb 28, 2024
02 YTPM 13-0011_Repair Roof Med Fac B2235 Drawings Rev1_20240223.pdf	PDF	Feb 28, 2024
RFI 001 YTPM 13-0011 Repair Roof B2235_Signed.pdf	PDF	Feb 28, 2024
Site Visit Attendees_Repair Roof Med Fac B2235_2024.02.15.pdf	PDF	Feb 16, 2024
Solicitation Amendment FA660624B00010001_Issued.pdf	PDF	Feb 16, 2024
05 Wage Determination MA20240003_2024.02.09.pdf	PDF	Feb 16, 2024
03 YTPM 13-0011 Repair Roof Med Fac B2235 Submittal Register.pdf	PDF	Feb 1, 2024
06 439AW FORM 1_Blank.pdf	PDF	Feb 1, 2024
01 YTPM 13-0011_Repair Roof Med Fac B2235 Specs_20230201.pdf	PDF	Feb 1, 2024
04 YTPM 13-0011_Repair Roof Med Fac B2235 Bid Sched Blank.pdf	PDF	Feb 1, 2024
05 Wage Determination MA20240003_2024.01.19.pdf	PDF	Feb 1, 2024
Solicitation - FA660624B0001_Issued.pdf	PDF	Feb 1, 2024

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439 CIVIL ENGINEER SQUADRON

WESTOVER ARB

250 AIRLIFT DR

CHICOPEE, MA 01022-1507

INDEX OF DRAWINGS

SHEET ID SHEET TITLE

G-001 COVER SHEET

YTPM 13-0011

REPAIR ROOF, BLDG 2235

WESTOVER AIR RESERVE BASE

CHICOPEE, MA

CONTRACT NO.: FA664318D0006

DELIVERY ORDER NO.: FA660622F0002

ISSUE DATE: JANUARY 2023

1105 LAKEWOOD PKY, STE 300

ALPHARETTA, GA 30009

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G-001

AD202

AD101 DEMOLITION ROOF PLAN

E-001 ELECTRICAL SYMBOLS LEGEND, GENERAL NOTES,AND ABBREVIATIONS

ED101 ELECTRICAL ROOF DEMOLITION PLAN

M-101 MECHANICAL NEW WORK ROOF PLAN

N.T.S.1 VICINITY MAP

EP101 ELECTRICAL ROOF POWER PLAN

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AD201 DEMOLITION EXTERIOR ELEVATIONS (NORTH AND SOUTH)

MD101 MECHANICAL DEMOLITION ROOF PLAN

EL401 ELECTRICAL ENLARGED LIGHTING PLAN

S-101 STRUCTURAL ROOF PLAN

AS101 ARCHITECTURAL DEMO SITE PLAN

DEMOLITION EXTERIOR ELEVATIONS (EAST AND WEST)

AD301 DEMOLITION TOWER SIDE SECTION (NORTH AND SOUTH)

A-202

A-101 ARCHITECTURAL ROOF PLAN

A-201 EXTERIOR ELEVATIONS (NORTH AND SOUTH)

EXTERIOR ELEVATIONS (EAST AND WEST)

A-301 SECTION/ELEVATION (TOWER FEATURE)

RD101 ROOF DEMOLITION PLAN

S-301 SECTIONS AND DETAILS

PROJECT LOCATION

M-501 MECHANICAL DETAILS

G-002 ABBREVIATIONS SYMBOLS AND NOTES

AS102 ARCHITECTURAL SITE PLAN

R-101 ROOF PLAN

R-501 ROOF DETAILS

R-502 ROOF DETAILS

R-503 ROOF DETAILS

M-601 MECHANICAL SCHEDULES

AS501 ARCHITECTURAL SITE DETAILS

01/03/2023

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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 CORS ATTENTION 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. CONTRACTOR RESPONSIBLE FOR ALL UTILITY LOCATION VERIFICATION PRIOR TO CONSTRUCTION.

31. 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

PLYD. 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

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

A N

D N

SPRAY FOAM INSULATION

KEYED NOTE

NEW ROOF CONSTRUCTION

WRB. WATER RESISTIVE BARRIER

1 2 3 4 5 8 9

1 2 3 4 5 6B

6 7

19'-4" 19'-0" 19'-0" 19'-0" 19'-0" 19'-0" 19'-0" 28'-0" 50'-0" 8'

-4

'-4

-1 0"

1' -2

'-0

1' -2

"6' -1

'-4

8' -4

'-4

19'-4" 19'-0" 19'-0" 19'-0" 27'-0"

18'-0"

'-4 " 23

'-6

-1 0"

1' -2

'-0

1' -2

"6' -1

'-6

4'-0"

AREA OF

WORK

S-301

8'4'0 16'

SCALE: 1/8" = 1'-0"1 STRUCTURAL ROOF PLAN

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S-101

U C

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M . L

D . P

T J.

B R

O W

STRUCTURAL GENERAL NOTES

1. STRUCTURAL DRAWINGS AND SPECIFICATIONS HAVE BEEN DEVELOPED IN

ACCORDANCE WITH THE CODE(S) LISTED BELOW.

2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE

SPECIFICATIONS AND OTHER PROJECT DRAWINGS BY OTHER DISCIPLINES. ALL

WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CODES LISTED BELOW.

3. IN CASE OF CONFLICT BETWEEN THE NOTES, DETAILS AND SPECIFICATIONS, THE

MOST RIGID REQUIREMENTS SHALL GOVERN. CONTRACTOR SHALL MAKE NO

DEVIATION FROM CONTRACT DOCUMENTS WITHOUT WRITTEN APPROVAL OF THE

CONTRACTING OFFICER.

4. THESE CONTRACT DRAWINGS SHALL NOT BE SCALED FOR THE PURPOSE OF

ESTABLISHING CORRECT DIMENSIONS. THE CONTRACTOR SHALL FIELD VERIFY

ALL DIMENSIONS OR OBTAIN CORRECT DIMENSIONS FROM THE CONTRACTING

OFFICER.

DESIGN CODES AND SPECIFICATIONS

1. GENERAL BUILDING CODE:

1.1. INTERNATIONAL BUILDING CODE (IBC) 2018

1.2. INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2018

1.3. AMERICAN SOCIETY OF CIVIL ENGINEERS: MINIMUM DESIGN LOADS AND

ASSOCIATED CRITERIA FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7)

1.4. UNIFIED FACILITIES CRITERIA 1-200-01 DOD BUILDING CODE (GENERAL

BUILDING REQUIREMENTS) W/ CHANGE 1, DATED OCT 1, 2020

1.5. UNIFIED FACILITIES CRITERIA 3-301-01 STRUCTURAL ENGINEERING W/

CHANGE 1 (UFC 3-301-01), DATED FEB 4, 2022

2. STRUCTURAL STEEL:

2.1. AMERICAN INSTITUTE OF STEEL CONSTRUCTION: SPECIFICATION FOR

STRUCTURAL STEEL BUILDINGS (AISC 360) 2016

3. STEEL DECK:

3.1. STEEL DECK INSTITUTE: STANDARD FOR COMPOSITE STEEL FLOOR DECK (SDI

C), 2017

3.2. STEEL DECK INSTITUTE: STANDARD FOR NON-COMPOSITE STEEL FLOOR

DECK (SDI NC), 2017

3.3. STEEL DECK INSTITUTE: STANDARD FOR STEEL ROOF DECK (SDI R), 2017

3.4. STEEL DECK INSTITUTE: CODE OF STANDARD PRACTICE (SDI COSP), 2017

4. COLD-FORMED STEEL:

4.1. NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL

STRUCTURAL MEMBERS (AISI S100) 2016

DESIGN LOADS

1. ROOF LIVE LOADS

1.1. ROOF LIVE LOAD = 20 PSF

1.2. SNOW LOADS

1.3. GROUND SNOW LOAD, Pg = 35 PSF

1.4. FLAT ROOF SNOW LOAD, Pf = 22 PSF

1.5. BALANCED SLOPED ROOF SNOW LOAD = 22 PSF

1.6. UNBALANCED SLOPED ROOF SNOW LOAD = 40.2 PSF

1.7. SNOW EXPOSURE FACTOR, Ce = 0.9

1.8. SNOW LOAD IMPORTANCE FACTOR, Is = 1.0

1.9. THERMAL FACTOR, Ct = 1.0

2. WIND LOADS

2.1. ULTIMATE DESIGN WIND SPEED, Vult = 115

2.2. NOMINAL DESIGN WIND SPEED, Vasd = 89 PSF

2.3. RISK CATEGORY = II

2.4. WIND EXPOSURE CATEGORY = C

2.5. INTERNAL PRESSURE COEFFICIENT = ±0.18

2.6. MAIN WIND FORCE RESISTING SYSTEM PRESSURE = 25.8 PSF

2.7. COMPONENTS & CLADDING PRESSURE = PSF

3. SEISMIC LOADS

3.1. RISK CATEGORY = II

3.2. SEISMIC IMPORTANCE FACTOR, I/e = 1.0

3.3. Ss = 0168 g

3.4. S1 = 0.055 g

3.5. SEISMIC SITE CLASS = D

3.6. SDs = 0.179 g

3.7. SD1 = 0.089 g

3.8. SEISMIC DESIGN CATEGORY = B

3.9. BASIC SEISMIC FORCE-RESISTING SYSTEM = STEEL ORDINARY MOMENT

FRAME

3.10. SEISMIC RESPONSE COEFFICIENT, C/s = 0.0595

3.11. RESPONSE MODIFICATION COEFFICIENT, R = 3

STRUCTURAL STEEL

1. STRUCTURAL STEEL WORK SHALL CONFORM TO THE AISC "SPECIFICATIONS FOR

STRUCTURAL STEEL BUILDINGS".

2. ALL GROOVE WELDS SHALL BE FULL PENETRATION.

3. WHERE FILLET WELD SIZE IS NOT SHOWN , MINIMUM SIZE SHALL BE 316"

4. ALL WELDS SHALL BE SHOP WELDS TO THE EXTENT PRACTICABLE (TYPICAL

UNLESS OTHERWSIE SHOWN OR APPROVED).

5. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING:

WIDE FLANGE ASTM A992

CHANNELS, PLATES, BARS ASTM A36

HIGH STRENGTH BOLTS ASTM F3125, GRADE A325

WELDING AWS D1.1 E70XX

5.1. LIGHT GAGE STEEL PURLINS FOR ROOF CONSTRUCTION SHALL HAVE THE

FOLLOWING MINIMUM PROPERTIES: Z SHAPED, 8 INCH DEEP, GALVANIZED, 16

GAGE, FY=33 KSI, SX=1.63 IN3, SY=0.288 IN3, IY=0.873 IN4, FLANGE WIDTH = 2 12",

MAX. SPACING 2'-0"

PLAN

NORTH

TRUE

NORTH

1'-8"

2'-0"

TYP.

57 16"

8" 1 26GA.

Z-PURLINS WELD

PURLIN WITHIN RIB

POCKET OF STEEL

DECK @ 18" O.C.

C8X11.5

T.O.S. 24'-7 1/16" W10X12

C8X11.5 RIDGE

PURLINS 5/8" BENT

ROD WITH NUTS

S-301

8" BOLTS, COUNTERSINK

ALL HEADS INTO WOOD,

TYP.

2X4 PT WOOD

NAILER, TYP.

1.5 B22 INVERTED

ROOF DECK

EXISTING ROOF

DECK

8" 16GA. Z PURLIN

WELDED TO

POCKET OF DECK

@ 16" O.C.

4'-0" C.-C.

8'-0" C.-C.

EXISTING ROOF

DECK

W10X12 TYP.

NOTES FOR STEEL ROOF DECK (DIAPHRAM)

WELD PURLIN WITHIN RIB POCKET OF

STEEL DECK TO W10X12. DO NOT WELD

ABOVE AND BELOW DECK AT THE SAME

LOCATION TO AVOID BLOW HOLES

3/4" THICK 40/20 APA RATED EXTERIOR EXPOSURE

PLYWOOD.PLYWOOD SHALL BE FASTENED TO PURLINS 6" ON

CENTER AT SUPPORTED PANEL EDGES, EAVES, CORNERS,

RIDGES, GABLE ENDS AS WELL AS INTERMEDIATE PANEL

SUPPORTS

CLR.13

CLR.

W10X12 TYP.

3/4" BOLTS TYP.

TYP.

3/16" STIFFENER

PLATES

W10X12

3/16" STIFFENER

PLATE

BEAM C/L

1' -1

A 1

2" PLATE

2" M

NEW C8X11.5

T.O.S. +/-24'-7 1/16"

W10X12NEW W10X12

ONE L6X4X1/2, EA

SIDE OF W10X12, 2

TOTAL PER BEAM

1A 3 3

28'-0" EXISTING

±9 '-4

"±1 5'

-0 "±2

3' -1

±2 8'

-6 1 8"

EXIST.

W10X60

EXIST.

W10 X 49

EXIST.

W10 X 54

EXIST.

TS10 X 10X 1/2

EXIST. W10X12

EXIST. SHEAR

CONN.

EXIST. SHEAR

CONN.

EXIST. MOMENT

CONN.

4'-0" 4'-0" EXIST. W10X12

EXIST.

TS10 X 10X 1/2

NEW

W10X12 2

S-301

EXIST.

TS10 X 10X 1/2

AREA OF

WORK

KEYED NOTES

NEW ROOF DECK SHALL BE OVERLAPPED OR BUTTED WITH EXISTING

ROOF DECK. DO NOT TRIM DECK AROUND EXISTING PURLINS TO

OVERLAP. MIN 2" BEARING AT SUPPORTS

CONTRACTOR SHALL USE 16 GA. PREFABRICATED GALVANIZED PLATE

TO CONNECT NEW PURLINS TO EXISTING PURLINS OR OVERLAP NEW

PURLIN WITH EXISTING PURLINS, MIN 5 1/2" OVERLAP. MIN FASTENER

EDGE DISTANCE = 1" AT ENDS OF PURLINS. ALL OTHER DIMENSIONS AS

SHOWN.

8'4'0 16'

SCALE: 1/8" = 1'-0"1 SECTION VIEW - LOOKING NORTH

PROFESSIONAL SEAL

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

CORRECTED FINAL - ISSUE FOR CONSTRUCTION

M . S

S-

W G

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

R O

O F, B

R A

R B, C H

E, M A

S-301

N S

M . L

D . P

T J.

B R

O W

GENERAL NOTES

0 1' 2'6"

SCALE: 1"=1'-0"2 TYPICAL DECK DETAIL

0 1' 2'6"

SCALE: 1"=1'-0"3 TYPICAL DECK SECTION

0 1' 2'6"

SCALE: 1"=1'-0"5 DETAIL

0 1' 2'6"

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

A-A

NOTES FOR STEEL ROOF DECK (DIAPHRAGM)

1. PHYSICAL PROPERTIES:

MIN. THICKNESS .02395 IN. FY=33KSI. GALVANIZED 22 GAUGE.

2. ROOF DECK SHALL CONFORM TO THE "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS", 2020 (AISI), ANSI/SDI

SD-2022 STANDARD FOR STEEL DECK, 2022 (SDI.

3. ROOF DECK SHALL BE ATTACHED TO STEEL SUPPORTS WITH 3/4" DIAMETER PUDDLE WELDS @ 12" O.C. SIDE SEAMS TO BE BUTTON PUNCHED @ 4"O.C. OR 1 1/2" SEAM

WELDS @ 24" O.C.

4. 1 1/2" METAL DECK MUST BE INSTALLED AS AN INVERTED DECK. AN INVERTED DECK IS REQUIRED TO ACCOMMODATE Z-PURLIN PLACEMENT. DO NOT INVERT A STANDARD

METAL DECK. DECK IS SERVING AS A DIAPHRAM AND FIRE BARRIER.

5. CONTRACTOR IS RESPONSIBLE FOR THE FULL AND COMPLETE REMOVAL OF THE EXISTING SKYLIGHT BACK TO THE EXISTING STEEL STRUCTURE.

268.5

64 GPM

61 GPM

12"

106 GPM

92 GPM

23 GPM

60 GPM

57 GPM

71 GPM

12"

692 GPM

12"

391 GPM

12"

780 GPM

16 GPM

22 GPM

21 GPM

17 GPM

18 GPM

23 GPM

4 GPM

12"

326 GPM

117 GPM

14 GPM

CB1

CB6

CB2CB3

STORM

SEWER

CB4CB5

DS01 DS02 DS03 DS04

DS06 DS07

DS08

DS09DS12DS13

DS14

DS15DS16DS17DS18

DS20

DS05

56 GPM

14 GPM

12"

359 GPM

12"

464 GPM

128 GPM

12"

741 GPM

12"

867 GPM

12"

166 GPM

12"

1,033 GPM

12"

819 GPM

COND

COND COND

ORNAMENTAL

20"

PINE

DS10DS11 4" 4" 4"

DS19

ECO

EX'G ELEVS

PER AS-BUILTS

T/G=267.50

IE 12"=262.44

EX'G ELEVS

PER AS-BUILTS

IE 12"=263

EX'G ELEVS

PER AS-BUILTS

T/G=266.15

IE 6"=266.50

IE 12"=260.00

EX'G ELEVS

PER AS-BUILTS

T/G=266.21

IE IN=259.39

IE OUT=259.29

EX'G ELEVS

PER AS-BUILTS

T/G=266.21

IE IN=259.02

IE OUT=258.92

IE 6"=262.21

EX'G ELEVS

PER AS-BUILTS

T/G=262.02

IE IN=258.10

IE OUT=258.00

EX'G ELEVS

PER AS-BUILTS

T/G=263.30

IE IN=257.35

IE OUT=257.25

EX'G ELEVS

PER AS-BUILTS

RIM=265.5

IE IN N=260.47

IE IN S=257.18

IE OUT=256.68

EX'G ELEVS

PER AS-BUILTS

IE=263.14±

EX'G ELEVS

PER AS-BUILTS

IE=264.00±

31'-0"±

'-8

'-0

12'6'0 18'

SCALE: 3/32" = 1'-0"1 ARCHITECTURAL SITE DEMO PLAN

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

CORRECTED FINAL - ISSUE FOR CONSTRUCTION

M . S

W G

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

R O

O F, B

R A

R B, C H

E, M A

AS101

O S

M . S

D . P

T R

. A

LEGEND

KEYED NOTES

REMOVE ALL LANDSCAPING PLANTINGS THROUGHOUT MAIN

ENTRANCE AREA.

REMOVE APPROXIMATELY 1'-0" DEPTH OF BUILT-UP LANDSCAPE

SOIL FROM AREA. REGRADE TO MATCH CONTOURS SHOWN.

REMOVE EXISTING TREE. SEE PLAN FOR SPECIES AND CALIPER

SAWCUT AND DEMO PORTION OF EXISTING SIDEWALK AND/OR

ASPHALT PAVING FOR NEW STORM WATER PIPING.

SCOPE AND CLEAR ALL BELOW GRADE ROOF LEADER PIPING

FROM BUILDING TO NEAREST CATCH BASIN. PROVIDE

CONTRACTING OFFICER WITH REPORT OF BLOCKAGES, DAMAGE,

OR OTHER DETERIORATION OF THE EXISTING STORMWATER

SYSTEM.

DEMOLISH EXISTING DOWNSPOUT BOOT, PREPARE FOR NEW

CAST IRON BOOT.

REMOVE GRAVEL LANDSCAPING MATERIAL +/- 400SF x 6" DEEP.

REGRADE TO MATCH CONTOURS SHOWN.

INSTALL SILT FENCE (SEE DETAIL SHEET AS501).

INSTALL COMPOSITE FILTER SOCK (SEE DETAIL SHEET AS501).

CUT EX'G INTERIOR ROOF DRAIN AT FOOTING. PREPARE FOR

NEW CAP/PLUG.

GENERAL NOTES

2 1

SCALE: NTS2 ENTRY GOOGLE EARTH VIEW

PLAN

NORTH

TRUE

NORTH

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.

AREA TO BE DEMOLISHED / SAWCUT

PIPING TO BE SCOPED/CLEARED/CATALOGED

LANDSCAPE AREA TO BE REMOVED AND

REGRADED

TYP.

GRAVEL LANDSCAPING MATERIAL TO BE

REMOVED AND REGRADED

SF SILT FENCE

9 9 9 9

999999

COMPOSITE FILTER SOCK

CB# EX'G CATCH BASIN TO REMAIN

PIPING TO BE DEMOLISHED

EXISTING CONTOURS

EXISTING CLEANOUTEC

268.5

12"

106 GPM

92 GPM

23 GPM

71 GPM

12"

692 GPM

12"

391 GPM

12"

780 GPM

16 GPM

22 GPM

21 GPM

17 GPM

18 GPM

23 GPM

4 GPM

12"

326 GPM

117 GPM

14 GPM

CB1

CB6

CB2CB3

STORM

SEWER

CB4CB5

DS01 DS02 DS03 DS04

DS06 DS07

DS08

DS09DS12DS13

DS14

DS15DS16DS17DS18

DS20

DS05

56 GPM

14 GPM

12"

359 GPM

12"

464 GPM

128 GPM

12"

741 GPM

12"

867 GPM

12"

166 GPM

12"

1,033 GPM

12"

819 GPM

60 GPM

57 GPM

6" 11 G

61 GPM

COND

COND COND

DS10DS11 4" 4" 4"

DS19

30 LF

39 LF

64 GPM

CB7

PROPOSED ELEVS

T/G 266.8

IE 12" IN=261.65

IE 12" OUT=261.60

IE 6" IN=262.60

IE SUMP=261.60

36 LF

30 LF

ECO

EX'G ELEVS

PER AS-BUILTS

T/G=267.50

IE 12"=262.44

EX'G ELEVS

PER AS-BUILTS

IE 12"=263

EX'G ELEVS

PER AS-BUILTS

T/G=266.15

IE 6"=266.50

IE 12"=260.00

EX'G ELEVS

PER AS-BUILTS

T/G=266.21

IE IN=259.39

IE OUT=259.29

EX'G ELEVS

PER AS-BUILTS

T/G=266.21

IE IN=259.02

IE OUT=258.92

IE 6"=262.21

EX'G ELEVS

PER AS-BUILTS

T/G=262.02

IE IN=258.10

IE OUT=258.00

EX'G ELEVS

PER AS-BUILTS

T/G=263.30

IE IN=257.35

IE OUT=257.25

EX'G ELEVS

PER AS-BUILTS

RIM=265.5

IE IN N=260.47

IE IN S=257.18

IE OUT=256.68

PROPOSED

IE 6" IN=263.94

PROPOSED

IE =264.30

PROPOSED

IE =263.46

PROPOSED

IE =262.92

EX'G ELEVS

PER AS-BUILTS

IE=263.14±

PROPOSED

IE =264.33

PROPOSED

IE =264.19

EX'G ELEVS

PER AS-BUILTS

IE=264.00±

31'-0"±

'-8

'-0

'-4

20'-8"±

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

CORRECTED FINAL - ISSUE FOR CONSTRUCTION

M . S

W G

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

R O

O F, B

R A

R B, C H

E, M A

AS102

M . S

D . P

T R

. A

LEGEND

KEYED NOTES

REFORM SWALE AND RESEED WITH ATHLETIC TURF MIX. ENSURE

BRICK WEEPS ARE NOT COVERED BY SOIL.

SLOPE FINISHED GRADE AWAY FROM BUILDING AND RESEED

WITH ATHLETIC TURF MIX. ENSURE WEEPS ARE NOT COVERED BY

SOIL.

EXTEND EXISTING STORMWATER LINE FOR NEW DOWNSPOUT

BOOT.

PROVIDE NEW CAST IRON DOWNSPOUT BOOT WITH CLEANOUT.

MATCH EX'G INVERT ELEVATIONS U.O.N.

BACKFILL EXCAVATIONS.

PATCH/REPAIR CONCRETE WHERE CUT FOR NEW DOWNSPOUT

CONNECTIONS TO EXISTING PIPING SYSTEM.

PROVIDE LOAM BACKFILL AT AREA WHERE LANDSCAPING STONE

WAS REMOVED, +/- 400 SF x 6" DEEP.

HAND TOOL DIGGING REQUIRED DUE TO PROXIMITY OF HVAC

EQUIPMENT.

INSTALL NEW CATCH BASIN (SEE DETAIL SHEET AS501).

PATCH/REPAIR ASPHALT WHERE CUT FOR NEW DOWNSPOUT

CONNECTIONS TO EXISTING PIPING SYSTEM.

CAP/PLUG END OF EX'G RAIN LEADER TO REMAIN BELOW GRADE.

6"± CONCRETE EDGE AT CONC SIDEWALK-TO-ASPHALT PARKING

LOT TRANSITION, MATCH EX'G PROFILE.

GENERAL NOTES

12'6'0 18'

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

SCALE: NTS2 ENTRY GOOGLE EARTH VIEW

PLAN

NORTH

TRUE

NORTH

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. BASIS OF DESIGN: ATHLETIC TURF MIX

29.59% DEPUTY TALL FESCUE

29.37% BOREAL CREEPING RED FESCUE

19.68% IQ PERENNIAL RYEGRASS

9.89% BABE KENTUCKY BLUEGRASS

9.85% BLUE BONNET KENTUCKY BLUEGRASS

9. MATCH EXISTING PIPE DEPTHS UNLESS OTHERWISE NOTED.

AREA TO BE RESEEDED

CONCRETE PATCH/REPAIR

6 5

TYP.

AREA TO RECEIVE LOAM AND BE RESEEDED

EX'G STORM PIPING TO REMAIN

NEW STORM PIPING

DESIG. SIZE MAT'L

DS01 4" CAST IRON

DS02 4" CAST IRON

DS03 4" CAST IRON

DS04 4" CAST IRON

DS05 6" CAST IRON

DS06 6" CAST IRON

DS07 6" CAST IRON

DS08 -- DISCHARGE @ GRADE

DS09 4" CAST IRON

DS10 4" CAST IRON

DS11 4" CAST IRON

DS12 6" CAST IRON

DS13 6" CAST IRON

DS14 6" CAST IRON

DS15 4" CAST IRON

DS16 4" CAST IRON

DS17 4" CAST IRON

DS18 4" CAST IRON

DS19 6" CAST IRON

DS20 6" CAST IRON

DOWNSPOUT BOOT SCHEDULE

CB# EX'G CATCH BASIN TO REMAIN

CB# NEW CATCH BASIN

SF SILT FENCE

COMPOSITE FILTER SOCK

ASPHALT PATCH/REPAIR

EX'G CONTOURS263

NEW CONTOURS263

EXISTING CLEANOUT

NEW CLEANOUT

N C

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

CORRECTED FINAL - ISSUE FOR CONSTRUCTION

M . S

W G

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

R O

O F, B

R A

R B, C H

E, M A

AS501

M . S

D . P

T R

. A

NOT TO SCALE2 SIDEWALK PATCHING DETAIL, TYP.

3500 PSI CONCRETE SIDEWALK

EXPANSION JOINT IN SIDEWALK TROWEL OR SAWCUT JOINT IN SIDEWALK

1/2" 1/8"R.

C H

1/ 4"

C H

1"1/8"

C H

X X X

WELDED WIRE FABRIC (6X6 - W2.9XW2.9)

NOTES:

1. CONSTRUCT SIDEWALKS TO MATCH EXISTING WIDTHS AND THICKNESSES OF THE

SIDEWALK WHICH WAS REMOVED. CONTRACTOR TO VERIFY EXISTING CONCRETE

DIMENSIONS.

2. PLACE A GROOVE JOINT 1" DEEP WITH 1/8" RADII IN THE CONCRETE SIDEWALK AT 5'

INTERVALS. ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT 50' INTERVALS AS

NECESSARY.

3. A 1/2" EXPANSION JOINT SHALL BE REQUIRED FOR SIDEWALKS ABUTTING A RIGID

STRUCTURE.

6" COMPACTED

GRAVEL

SUBGRADE TO

95% MODIFIED

PROCTOR

COMPACT CLEAN SPOILS TO 95% MODIFIED PROCTOR.

DEPTH OF COMPACTED CLEAN SPOILS SHALL BE

SUFFICIENT TO ALLOW FOR THE 6" COMPACTED GRAVEL

SUBGRADE AND SIDEWALK DEPTH TO MATCH THE

EXISTING ELEVATIONS OF THE EXISTING SIDEWALK.

NOT TO SCALE5 ASPHALT PATCHING DETAIL

EX. BASE

EX. PAVEMENT

TACK COAT VERTICAL SURFACE

BEFORE NEW CONSTRUCTION 1.00'

C U

. E

O P

REMOVE EX. PAVEMENT. NEW PAVEMENT

TO MATCH SAWCUT EDGE.

NEW BASE TO MATCH EXISTING

NEW PAVEMENT TO MATCH EXISTING

COMPACTED FILL TO

MATCH EXISTING

Materials:

(1) Silt fence material should be polypropylene, polyethylene or polyamide woven or nonwoven fabric. The fabric width should be 36 inches, with a minimum unit weight of 4.5 oz/yd, mullen burst strength exceeding 190 lb/in2, ultraviolet stability exceeding 70%, and minimum apparent opening size of U.S. Sieve No.

30.

(2)

(3)

Fence posts should be made of hot rolled steel, at least 4 feet long with Tee or Y-bar cross section, surface painted or galvanized, minimum nominal weight 1.25 lb/ft2, and Brindell hardness exceeding 140.

Woven wire backing to support the fabric should be galvanized 2” x 4” welded wire, 12 gauge minimum.

Installation:

(1) Steel posts, which support the silt fence, should be installed on a slight angle toward the anticipated runoff source. Post must be embedded a minimum of 1-foot deep and spaced not more than 8 feet on center. Where water concentrates, the maximum spacing should be 6 feet.

(2)

(3)

Lay out fencing down-slope of disturbed area, following the contour as closely as possible. The fence should be sited so that the maximum drainage area is ¼ acre/100 feet of fence.

The toe of the silt fence should be trenched in with a spade or mechanical trencher, so that the down-slope face of the trench is flat and perpendicular to the line of flow. Where fence cannot be trenched in (e.g., pavement or rock outcrop), weight fabric flap with 3 inches of pea gravel on uphill side to prevent flow from seeping under fence.

(4)

(5)

The trench must be a minimum of 6 inches deep and 6 inches wide to allow for the silt fence fabric to be laid in the ground and backfilled with compacted material.

Silt fence should be securely fastened to each steel support post or to woven wire, which is in turn attached to the steel fence post. There should be a 3-foot overlap, securely fastened where ends of fabric meet.

(6) Silt fence should be removed when the site is completely stabilized so as not to block or impede storm flow or drainage.

Common Trouble Points:

(1) Fence not installed along the contour causing water to concentrate and flow over the fence.

(2)

(3)

(4)

Fabric not seated securely to ground (runoff passing under fence)

Fence not installed perpendicular to flow line (runoff escaping around sides)

Fence treating too large an area, or excessive channel flow (runoff overtops or collapses fence)

Inspection and Maintenance Guidelines:

(1) Inspect all fencing weekly, and after any rainfall.

(2)

(3)

(4)

Remove sediment when buildup reaches 6 inches.

Replace any torn fabric or install a second line of fencing parallel to the torn section.

Replace or repair any sections crushed or collapsed in the course of construction activity. If a section of fence is obstructing vehicular access, consider relocating it to a spot where it will provide equal protection, but will not obstruct vehicles. A triangular filter dike may be preferable to a silt fence at common vehicle access points.

(5) When construction is complete, the sediment should be disposed of in a manner that will not cause additional siltation and the prior location of the silt fence should be revegetated. The fence itself should be disposed of in an approved landfill.

NOT TO SCALE6 SILT FENCE DETAIL

NOT TO SCALE4 STANDARD PIPE TRENCH WIDTH

NOT TO SCALE1 CATCH BASIN DETAIL

NOT TO SCALE7 COMPOISITE FILTER SOCK

AD301

AD201

A-201

AD202

AD301

OPPOPP

9'-0"±

'-3

6' -6

1'-0"±

TYP.

8'4'0 16'

SCALE: 1/8" = 1'-0"1 DEMOLITION ROOF PLAN

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

CORRECTED FINAL - ISSUE FOR CONSTRUCTION

M . S

W G

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

R O

O F, B

R A

R B, C H

E, M A

AD101

N R

O O

M . S

D . P

T R

. A

LEGEND

KEYED NOTES

DEMO EXISTING SKYLIGHT IN ITS ENTIRETY, PREPARE FOR NEW

INFILL.

DEMO EXISTING TROUGH-STYLE INTERNALLY DRAINING

GUTTERS, PREPARE FOR NEW INFILL. SEE DETAIL 3/AD301 FOR

MORE INFORMATION.

GENERAL NOTES

AD301

PLAN

NORTH

TRUE

NORTH

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. REFER TO ROOF AND MECH DRAWINGS FOR ADDITIONAL ROOF

DEMOLITION SCOPE.

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

THAN CAN BE REPLACED IN A SINGLE WORKING DAY. THE ROOF

SHALL BE TEMP DRIED AT THE END OF EVERY WORKING DAY.

ROOFTOP EXHAUST FAN - EXISTING TO REMAIN

ROOFTOP EXHAUST FAN - TO BE DEMOLISHED

ROOFTOP EXHAUST HOOD- TO BE DEMOLISHED

EXISTING SIDEWALL EXHAUST FAN- TO BE

DEMOLISHED

EXISTING ROOF VENT CAP- TO BE DEMOLISHED

EXISTING FLASHING AT EXISTING INSULATED

PLUMBING VENT- TO BE DEMOLISHED

EXISTING CHIMNEY

EXISTING CONCRETE PARAPET CAP TO BE

REMOVED

123578910 6

0'-0"

10'-8"

14'-0"

23'-0"

25'-3"

1 2 3 4 5 6B 7 8 9 10

0'-0"

+10'-8"

+14'-0"

+16'-0"

+25'-3"

+29'-0"

KEYED NOTES

8'4'0 16'

SCALE: 1/8" = 1'-0"1 DEMOLITION EXTERIOR ELEVATION - NORTH

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

CORRECTED FINAL - ISSUE FOR CONSTRUCTION

M . S

W G

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

R O

O F, B

R A

R B, C H

E, M A

AD201

O N

S (N

O R

N D

S O

M . S

D . P

T R

. A

GENERAL NOTES

8'4'0 16'

SCALE: 1/8" = 1'-0"1 DEMOLITION EXTERIOR ELEVATION - SOUTH

TYP.

UON

DEMO EXISTING SKYLIGHT IN ITS ENTIRETY.

DEMO EXISTING OVERSIZED INTERNALLY DRAINING GUTTERS.

DEMO EXISTING EXHAUST FANS AND ROOF CURBS IN THEIR

ENTIRETY.. **WARNING, WHITE CAULKING/MASTIC AT EXHAUST

FANS IS AN ASBESTOS CONTAINING MATERIAL** REMOVE AND

DISPOSE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND

LOCAL REGULATIONS.

DEMO EXISTING CONCRETE PARAPET CAP.

DEMO EXISTING DOWNSPOUTS & GUTTERS

DEMO EXISTING EIFS & WRB.

REMOVE EXIST MECH EQPT AND STORE FOR REINSTALLATION.

DEMO ROOF CURBS IN THEIR ENTIRETY.

DEMO EXISTING DOWNSPOUT BOOTS.

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. REFER TO ROOF AND MECH DRAWINGS FOR ADDITIONAL ROOF

DEMOLITION SCOPE.

TYP.

LEGEND

ASPHALT SHINGLES &

UNDERLAYMENT TO BE REMOVED

A A2 B C D E F G H

+10'-8"

+14'-0"

+25'-3"

AA2BCDEFGH

10'-8"

14'-0"

0'-0"

+25'-3"

KEYED NOTES

8'4'0 16'

SCALE: 1/8" = 1'-0"1 DEMOLITION EXTERIOR ELEVATION - EAST

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

CORRECTED FINAL - ISSUE FOR CONSTRUCTION

M . S

W G

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

R O

O F, B

R A

R B, C H

E, M A

AD202

O N

S (E

M . S

D . P

T R

. A

GENERAL NOTES

8'4'0 16'

SCALE: 1/8" = 1'-0"2 DEMOLITION EXTERIOR ELEVATION - WEST

2 2

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. REFER TO ROOF AND MECH DRAWINGS FOR ADDITIONAL ROOF

DEMOLITION SCOPE.

DEMO EXISTING SKYLIGHT IN ITS ENTIRETY.

DEMO EXISTING OVERSIZED INTERNALLY DRAINING GUTTERS.

DEMO EXISTING EXHAUST FANS AND ROOF CURBS IN THEIR

ENTIRETY.. **WARNING, WHITE CAULKING/MASTIC AT EXHAUST

FANS IS AN ASBESTOS CONTAINING MATERIAL** REMOVE AND

DISPOSE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND

LOCAL REGULATIONS.

DEMO EXISTING CONCRETE PARAPET CAP.

DEMO EXISTING DOWNSPOUTS & GUTTERS

DEMO EXISTING EIFS & WRB.

REMOVE EXIST MECH EQPT AND STORE FOR REINSTALLATION.

DEMO ROOF CURBS IN THEIR ENTIRETY.

DEMO EXISTING DOWNSPOUT BOOTS.

TYP.

UON

TYP.

UON

TYP.

UON

TYP.

UON

TYP.

UON

LEGEND

ASPHALT SHINGLES &

UNDERLAYMENT TO BE REMOVED

1 1B 3 4 5 6A

+10'-8"

+14'-0"

+16'-0"

+25'-3"

+29'-0"

G E D B

0'-0"

F C

+/-25'-3"

+/-29'-0"

DEMO ALUMINUM

LINING AND

UNDERLAYMENT

DRILL 2" DIA HOLES @

12" O.C. IN SIDE WALLS

& BOTTOM OF EX'G

TROUGH FOR VENT AIR

DEMO STRAINER,

PREPARE PIPE FOR

NEW PLUG

DEMO FINISH,

UNDERLAYMENT, AND

FLASHING.

DEMO ROOFING

ACCESSORIES &

SHINGLES

KEYED NOTES

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

CORRECTED FINAL - ISSUE FOR CONSTRUCTION

M . S

W G

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

R O

O F, B

R A

R B, C H

E, M A

AD301

O N

N O

A N

D S

O U

M . S

D . P

T R

. A

GENERAL NOTES

8'4'0 16'

SCALE: 1/8" = 1'-0"1 DEMOLITION TOWER SIDE SECTION EAST AND WEST

LEGEND

DEMO EXISTING SKYLIGHT IN ITS ENTIRETY. **WARNING, BLACK

CAULKING/MASTIC AT SKYLIGHT IS AN ASBESTOS CONTAINING MATERIAL**

REMOVE AND DISPOSE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL

REGULATIONS.

DEMO EXISTING TROUGH-STYLE INTERNAL GUTTER AND MAKE READY FOR NEW

IN-FILL. CAP EXISTING ROOF LEADER. CUT 2"x6" VENT HOLES @ 16" O.C. FRONT

AND BACK. SEE DETAIL 3/AD301.

DEMO EXIST MECH EQPT . DEMO ROOF CURBS IN THEIR ENTIRETY. **WARNING,

WHITE CAULKING/MASTIC AT EXHAUST FANS IS AN ASBESTOS CONTAINING

MATERIAL** REMOVE AND DISPOSE IN ACCORDANCE WITH ALL FEDERAL, STATE,

AND LOCAL REGULATIONS.

DEMO EXISTING CONCRETE PARAPET CAP.

DEMO EXISTING DOWNSPOUTS & GUTTERS.

DEMO EXISTING EIFS & WRB.

REPLACE FLASHING, COUNTER FLASHING, AND SEALANTS AT EXISTING STACK.

REMOVE EXISTING SKYLIGHT AND MAKE READY FOR NEW IN-FILL.

DEMO EXISTING FLASHING, COUNTER FLASHING, VENTS, BAFFLES, AND

EXPANSION JOINT COVERS.

AD301

E.I.F.S. TO BE REMOVED

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. REFER TO ROOF AND MECH DRAWINGS FOR ADDITIONAL ROOF

DEMOLITION SCOPE.

ASPHALT SHINGLES &

UNDERLAYMENT TO BE REMOVED

0 4' 8' 12'

SCALE: 1/4" = 1'-0"2 DEMOLITION SECTION - NORTH AND SOUTH

0 1' 2'6"

SCALE: 1" = 1'-0"3 DETAIL- TROUGH GUTTER DEMO

AD301

AD301 OPP.

A-201

A-202

9'-0"±

'-3

6' -6

1'-5"±

TYP.

8'4'0 16'

SCALE: 1/8" = 1'-0"1 ROOF PLAN

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

CORRECTED FINAL - ISSUE FOR CONSTRUCTION

M . S

A-

W G

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

R O

O F, B

R A

R B, C H

E, M A

A-101

R O

O F

M . S

D . P

T R

. A

LEGEND

KEYED NOTES

INFILL SKYLIGHT OPENING SIM TO EXISTING ROOF ASSEMBLY1

GENERAL NOTES

2 2

PLAN

NORTH

TRUE

NORTH

INFILL TROUGH-STYLE GUTTER, SEE DETAIL 4/A-301 FOR MORE

INFORMATION.

NEW MECH EQPT. ON NEW ROOF CURB WITH INTEGRAL CRICKET,

SEE MECH AND ROOFING DRAWINGS

NEW METAL COPING

A-301

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. REFER TO ROOFING AND MECH DRAWINGS FOR ADDITIONAL

SCOPE AND INSTALLATION DETAILS.

NEW EXHAUST FAN

NEW METAL PARAPET CAP

A-301

OPPOPP

2 & 3

A-301

5 NEW SIDE WALL MECH EQPT, SEE MECH PLANS

TYP

UON

TYP

UON

6 PROVIDE NEW CURB AT EXHAUST FAN TO BE REINSTALLED, SEE

MECH & ROOFING DRAWINGS

TYP

UON

TYP

UON

NEW SIDE WALL EXHAUST FAN

EXISTING CHIMNEY

NEW ROOF VENT

NEW FLASHING AT EX'G INSULATED PLUMBING VENT

123578910 6

10'-8"

14'-0"

23'-0"

25'-3"

1 2 3 4 5 6B 7 8 9 10

0'-0"

+10'-8"

+14'-0"

+16'-0"

+25'-3"

+29'-0"

KEYED NOTES

8'4'0 16'

SCALE: 1/8" = 1'-0"1 EXTERIOR ELEVATION - NORTH

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

CORRECTED FINAL - ISSUE FOR CONSTRUCTION

M . S

A-

W G

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

R O

O F, B

R A

R B, C H

E, M A

A-201

R E

N S

(N O

A N

D S

O U

M . S

D . P

T R

. A

GENERAL NOTES

8'4'0 16'

SCALE: 1/8" = 1'-0"2 EXTERIOR ELEVATION - SOUTH

LEGEND

3 TYP.

5 TYP.

3 TYP.

INFILL SKYLIGHT OPENING SIM TO EXISTING ROOF ASSEMBLY.

INFILL GUTTER OPENING SIM TO EXISTING ROOF ASSEMBLY.

MECH EQPT ON NEW ROOF CURB WITH CRICKET.

NEW METAL COPING.

NEW ALUM DOWNSPOUTS & GUTTERS

ASPHALT SHINGLES

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. REFER TO ROOFING AND MECH DRAWINGS FOR ADDITIONAL

SCOPE AND INSTALLATION DETAILS.

METAL PANELS

B.O.D. PAC-CLAD FLUSH WALL PANELS

A A2 B C D E F G H

+10'-8"

+14'-0"

+25'-3"

AA2BCDEFGH

10'-8"

14'-0"

0'-0"

+25'-3"

KEYED NOTES

8'4'0 16'

SCALE: 1/8" = 1'-0"1 EXTERIOR ELEVATION - EAST

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

CORRECTED FINAL - ISSUE FOR CONSTRUCTION

M . S

A-

W G

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

R O

O F, B

R A

R B, C H

E, M A

A-202

R E

N S

D W

M . S

D . P

T R

. A

GENERAL NOTES

8'4'0 16'

SCALE: 1/8" = 1'-0"2 EXTERIOR ELEVATION - WEST

LEGEND

2 2

INFILL SKYLIGHT OPENING SIM TO EXISTING ROOF ASSEMBLY.

INFILL GUTTER OPENING SIM TO EXISTING ROOF ASSEMBLY.

REINSTALL MECH EQPT ON NEW ROOF CURB WITH CRICKET.

NEW METAL COPING.

NEW ALUM DOWNSPOUTS & GUTTERS

ASPHALT SHINGLES

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. REFER TO ROOFING AND MECH DRAWINGS FOR ADDITIONAL

SCOPE AND INSTALLATION DETAILS.

METAL PANELS

B.O.D. PAC-CLAD FLUSH WALL PANELS

1 1B 3 4 5 6A

+10'-8"

+14'-0"

+16'-0"

+25'-3"

+29'-0"

G E D B

0'-0"

F C

+/-25'-3"

+/-29'-0"

1' -7

'-7

2'-4"± 2'-4"±

'-0

NEW ASPHALT

SHINGLES OVER

UNDERLAYMENT

SEE TYPICAL GUTTER

AND DOWNSPOUT

DETAIL 10/R-503

CAP OR PLUG EXISTING

ROOF LEADER

3/4" EXT. SHEATHING

FASTENED TO EXISTING

BLOCKING

PROVIDE PT BLOCKING TO

ALIGN NEW ROOF SHTG

W/ EXIST ROOF SLOPE.

RAIN LEADER BOOT AND CLEAN OUT DETAIL

DOWNSPOUT

6" WYE CLEAN

OUT

TYPICAL MOUNTING DETAIL

2" AIR GAP

SEE DRAWINGS

EXISTING 4" OR 6"

STORM DRAIN

CAULDER COUPLING WITH STAINLESS

STEEL STRAPS AND INSERTS OR

STAINLESS STEEL NO HUB BAND TO

CONNECT TO EXISTING STORM PIPING

MOUNTING

STRAP

6" CAST IRON BOOT

DS20

DS19

+/- 28'-10 0"

+/- 8'-0"

20'-1"±

'-0

'-4

9'-0"±

3'-1"±

27'-9"

17'-0"±

KEYED NOTES

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

CORRECTED FINAL - ISSUE FOR CONSTRUCTION

M . S

A-

W G

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

R O

O F, B

R A

R B, C H

E, M A

A-301

N /E

N (T

O W

R E)

M . S

D . P

T R

. A

GENERAL NOTES

8'4'0 16'

SCALE: 1/8" = 1'-0"1 SIDE SECTION - EAST AND WEST

LEGEND

NEW METAL COPING.

NEW ALUM DOWNSPOUTS & GUTTERS

NEW 2", R-15 MIN. INSULATED METAL PANEL SYSTEM ON GIRTS PER MFR OVER

NEW WRB ON EX'G WALL SHTG. B.O.D. METLSPAN CF.

NEW ASPHALT SHINGLE ROOF OVER 30# FELT ON 3/4" EXT PLYWOOD SHTG.

NEW GWB OVER PLYWOOD. PROVIDE METAL CORNER AND J-BEADS. PAINT TO

MATCH EXISTING SOFFITS.- FINISH ALL VISIBLE EDGES.

NEW SIDE WALL EXHAUST FAN,- SEE MECH. DWGS.

NEW GYPSUM BD CEILING ON 3 3/8" METAL STUDS @ 16"O.C. FLUSH WITH

ADJACENT CEILING. PAINT CLG IN THROUGHOUT ENTRY TO MATCH EX'G

NEW PENDANT LIGHT FIXTURE, SEE ELECT DRAWINGS.

PAINT EXISTING SOFFITS TO MATCH ADJACENT AREA.

PAINT WALLS ABOVE COVE LIGHTS IN THEIR ENTIRETY, COLOR TO MATCH EX'G

ASPHALT SHINGLES

INSULATED METAL PANELS,

B.O.D. METLSPAN CF

1. CONTRACTOR SHALL PROTECT ADJACENT AREAS OUTSIDE OF…

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