remgrit shot tower stabilization

146 HARTFORD ROADMANCHESTER, CONNECTICUT 06040860.646.2469www.fando.com

LOCATION MAPSCALE: 1" = XXXX'

PREPARED BYPREPARED FOR

PROJ. No.:DATE:

45 LYON TERRACE, ROOM 212BRIDGEPORT, CT

889 BARNUM AVE, BRIDGEPORT, CONNECTICUT

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REMGRIT SHOT TOWER STABILIZATIONSEPTEMBER 13, 2019

CITY OF BRIDGEPORT

20141194.K20

GI-00109/13/2019

PROJECT SITE

Sheet List

SheetNumber Sheet Name

HM-101 LEVEL 1 HAZARDOUSMATERIALS ABATEMENTPLAN

HM-102 LEVELS 1R-2 HAZARDOUSMATERIALS ABATEMENTPLAN

HM-103 LEVELS 3-4 HAZARDOUSMATERIALS ABATEMENTPLAN

HM-104 LEVELS 5-6 HAZARDOUSMATERIALS ABATEMENTPLAN

HM-105 LEVELS 6M-7 HAZARDOUSMATERIALS ABATEMENTPLAN

HM-106 LEVELS 8-ROOFHAZARDOUS MATERIALSABATEMENT PLAN

Sheet List

SheetNumber Sheet Name

GI-001 COVERS-001 GENERAL NOTES AND

TYPICAL DETAILSS-101 LEVEL 1 FRAMING PLANS-102 LEVELS 1R-2 FRAMING

PLANSS-103 LEVELS 3-4 FRAMING

PLANSS-104 LEVELS 5-6 FRAMING

PLANSS-105 LEVELS 6M-7 FRAMING

PLANSS-106 LEVELS 8-ROOF FRAMING

PLANSS-201 NORTH AND EAST

ELEVATIONSS-202 SOUTH AND WEST

ELEVATIONSS-501 REPAIR DETAILSS-901 PHOTOGRAPHSS-902 PHOTOGRAPHSS-903 PHOTOGRAPHSS-904 PHOTOGRAPHSP-101 ROOF DRAIN PLAN VIEWSP-201 BUILDING ELEVATION

VIEW - SOUTHP-202 BUILDING ELEVATION

VIEW - NORTHP-203 BUILDING ELEVATION

VIEW - EAST & WESTP-501 DETAILS & SCHEDULES

General:

1. All details shall be considered typical and shall apply at all same and similar conditions.

2. The Contractor shall field measure and verify all dimensions of the existing building and all dimensions relatedthereto.

3. The Contractor shall be responsible for all temporary shoring and bracing required to maintain the structuralstability of the building during construction.

4. All work shall be in accordance with the 2018 Connecticut State Building Code.

5. The Contractor shall be solely responsible for construction site safety as well as the means and methods ofconstruction.

6.. Prepare bid add alternates as follows:

Alternate #1 - Repairs to chimney at southwest corner of project area.Alternate #2 - Removal of damaged materials at underside of floor slabs not related to building envelope

7. Included in Alternate #1, provide lightning protection at chimney per NFPA 780, 2017 edition. This shall includebut not be limited to strike terminals, ground rods, down conductors, grounding grid and bonding. Aluminumcomponents will not be acceptable. Conductor connections are to be made using exothermic welding.Contractor shall take care not to damage any building components. Provide shop drawings showing completelayout of all components with equipment cut sheets. Installation and layout shall be by a company specializingin lightning protection with minimum five years’ experience.

Structural Steel:

ASTM A992 for wide-flange shapesASTM A36 for other rolled shapesASTM A500 grade B or C for tube and pipe shapes

1. Bolts: ASTM A325, 3/4 inch diameter, tension control bolts with dome head and twist-off spline. Providehardened washer under nut.

2. SMAW welding electrodes: ASTM A233, E70xx series, low hydrogen.

3. Shop primer: one coat of grey. rust inhibitive primer, except for members which are to be encased in concrete,spray fireproofed, or within 2 inches of field welds.

4. Metal deck shall be galvanized, coating class G60. Minimum yield strength = 33 ksi

5. Steel work shall be in accordance with AISC "Specification for the Design, Fabrication, and Erection ofStructural Steel for Buildings."

6. Welders shall be certified in accordance with AWS standard qualification procedures.

7. Connections shall be designed to resist reactions indicated. Where no reaction is specified, designconnections to resist one half of the maximum allowable uniform load capacity for the span.

8. Fasten metal deck with 5/8" diameter puddle welds to supports 12"o.c., and #12 self-drilling screws spaced 36"maximum along side laps.

9. Submit Erection Plans and complete shop drawings of all structural steel, joist, and deck for review.

10. Special Inspections shall be made of the structural steel in the shop and in the field. Metal deck installationshall also be inspected.

Masonry:

1. The compressive strength of masonry shall be 1500 psi based on a test strength of masonry units of 2150 psion the net cross sectional area.

2. Mortar shall be Type N Portland Cement-Lime mortar conforming to ASTM C270.

3. Grout shall conform to ASTM C476.

4. Portland cement: ASTM C150.

5. Hydrated lime: ASTM C207, type S.

6. Masonry cement shall not be used.

7. Calcium chloride shall not be used.

8. Masonry accessories shall be hot dip galvanized.

9. Where structural steel is in contact with masonry of exterior walls, or is exposed to the cavity of an exteriormasonry wall, wrap the steel with Perm-A-Barrier flashing as manufactured by W.R. Grace.

10. Where masonry abuts steel, provide galvanized Hohmann & Barnard #363 gripstay anchors @16"o.c., hookedinto Gristay channel on the steel member.

11. Provide steel angle lintels per schedule for all openings thru CMU, including doors, windows, and openings formechanical ductwork. Coordinate location and quantities with architectural and mechanical drawings.

12. Exterior lintels shall be hot dipped galvanized.

13. Special Inspections shall be made of mortar and grout batching, laying, mortaring and grouting of masonryunits, and placement of reinforcement.


4'

6' 2' 8'

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BRIDGEPORT CONNECTICUT

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3/4" = 1'-0"

S-001

20141194.K2009/13/2019CITY OF BRIDGEPORT

GENERAL NOTES AND TYPICAL DETAILS

REMGRIT SHOT TOWER STABILIZATION889 BARNUM AVE

A B C D E F G H

1

2

3

4

5

6

7

8

9

10

11

8A

ELEV. ELEV.

STAI

R D

N.

SLAB DETERIORATION(REMOVE ALL LOOSECONCRETE FROMUNDERSIDE) (ALT. #2)

EXTENT OF BASEMENT BELOW


4'

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1/8" = 1'-0"

S-101


LEVEL 1 FRAMING PLAN


1/8" = 1'-0"1 LEVEL 1

NO REPAIRS REQUIRED AT SLABS ON GRADE,BASEMENT WALLS, OR FOUNDATION WALLS.

A B C D E F G H

1

2

3

4

5

6

7

8

9

10

11

8A

Level 1R Level 2

MONITOR

EXTENT OF BINS AT FLOOR


LOTS OF RUST WHERE STEEL INCONTACT WITH CONC. HAUNCHES(NO REPAIR REQUIRED)

HOLE IN ROOF

HOLE IN ROOF

NEW 1 1/2", 20 GAUGE METALROOF DECK AT EXISTING OPENING

ELEV. ELEV.

STAIR

W18 TO REMAINL6

x6x1

/4 NEW 1 1/2" 20 GAUGEMETAL ROOF DECK

NEWW12x16

W12

x16

NEW 1 1/2" 20 GAUGEMETAL ROOF DECK

REMOVE LOOSE BRICK ANDCORNICES ALONG ROOF EDGES(TYPICAL ON 3 SIDES). SEEPHOTOS LR-1 - LR-3.

REPLACE ROOFING FOLLOWING DECK REPAIR.

NOTES:

REMOVE ALL VEGETATION AT ROOFS, INCLUDING ROOTS.PATCH ALL HOLES IN ROOF WITH ROOFING CEMENT.REPLACE ALL DAMAGED FLASHING ALONG TOWER WALL ATCOLUMN LINE B.

L6x6

x1/4

6S-501

L6x6

x1/4

NEW 1 1/2", 20 GAUGE METALROOF DECK AT EXISTING OPENING

66

66

7S-501

8S-501


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1/8" = 1'-0"

S-102


LEVELS 1R-2 FRAMING PLANS


1/8" = 1'-0"1 LEVELS 1R-2 NO FLOOR SLAB REPAIRS REQUIRED AT THIS LEVEL.

B C D E F G H

1

2

3

4

5

6

7

8

9

10

11

8A



ELEV. ELEV.

STAIR

B D E F H

1

3

5

6

7

9

11

8A

7A

D1 E1


ELEV. ELEV.

STAIR


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1/8" = 1'-0"

S-103


LEVELS 3-4 FRAMING PLANS


1/8" = 1'-0"1 LEVEL 31/8" = 1'-0"2 LEVEL 4

NO FLOOR SLAB REPAIRS AT THIS LEVEL. NO FLOOR SLAB REPAIRS AT THIS LEVEL.

B D F H

3

5

6

7

9

SLAB DETERIORATED(SEE PHOTO 6-3). REMOVELOOSE CONCRETE FROMUNDERSIDE (ALT #2).

WINDOW FRAME SEPARATINGFROM LINTEL (SEE PHOTO6-2). REMOVE DAMAGEDWINDOW FRAMING ANDPATCH SUPPORTING BRICKAND CONCRETE (SEE DETAILS,DWG S-501).

SPALLING ATBOTTOM OF LINTEL(SEE PHOTO 6-6).PATCH CONCRETE.

DETERIORATION ATLINTEL. LINTELDISPLACED OUTWARD(BUCLKED AT CENTER).ANGLE RUSTED AT SILL.

SHEAR FAILUREAT LINTEL(SEE PHOTO 6-4)

LINTEL SPALLED ATBOTTOM AND WINDOWFRAME SEPARATING(SEE PHOTO 6-5)

ELEV. ELEV.

STAIR

SEVERE DAMAGE AT SILL(SEE PHOTO 6-1)

WINDOWS DISPLACED AT TOP. REMOVEDAMAGED WINDOW FRAMING ANDPATCH SUPPORTING BRICK ANDCONCRETE (SEE DETAILS, DWG S-501).

B D E F H

1

3

5

6

7

9

11

Leve

l 5Le

vel 4

RLe

vel 4

R

HOLE

ALL DECK AND FRAMINGDESTROYED IN THIS BAY. ROOFFRAMING REPAIR REQUIRED.(SEE PHOTOS S-3, 5-5,6)

HOLE INROOF SLAB

HOLE IN ROOFSLAB AT DRAINLOCATION

HOLE INROOF SLAB

ELEV. ELEV.

STAIR

WINDOW FRAME, SILL, HEAD ANDPARTS OF JAMBS DAMAGED.WINDOW FRAME DISLODGED(SEE PHOTOS 5-2,3,4). REMOVEALL DAMAGED WINDOW FRAMINGAND PATCH SURROUNDINGBRICK AND CONCRETE (SEEDETAILS, DWG S-501).

WINDOW FRAME DISLODGED(SEE PHOTOS 5-7). REMOVEDAMAGED WINDOW FRAMINGAND PATCH SUPPORTINGBRICK AND CONCRETE (SEEDETAILS, DWG S-501).

WINDOW DISPLACED/DAMAGEDAT SILL (SEE PHOTO 5-1) WINDOW DISPLACEMENT AT SILL

REFRAME & REPLACE DECK

L4x4x1/4 FRAMEW/ 1 1/2" 20 GAUGEMETAL ROOF DECK

L4x4

x1/4

(TYP

)

9

11

W14x22

W14x22

W14x22

W14x22

1 1/2" 20 GAUGEMETAL DECK

W14

x22

DAM

AGED

EXIS

T. G

IRD

ER

TO R

EMAI

N

6

66

6

10 10

1010

9S-501

10S-501

11S-501

NEWW14x22GIRDER


4'

6' 2' 8'

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1/8" = 1'-0"

S-104


LEVELS 5-6 FRAMING PLANS


1/8" = 1'-0"2 LEVEL 6

1/8" = 1'-0"1 LEVELS 4R-5

1/8" = 1'-0"3 LEVEL 4R - PART

NOTES:REFER TO BUILDING ELEVATIONS (S-201 & S-202) FOREXTERIOR WALL CONDITIONS AND REPAIRS.REMOVE ALL VEGETATION AT LOW ROOFS, INCLUDINGROOTS.PATCH ALL HOLES IN ROOF WITH ROOFING CEMENT.REPLACE ALL DAMAGED FLASHING ALONG UPPER TOWERWALL ALONG COLUMN LINES 3 AND 9.

NO FLOOR SLAB REPAIRS AT THIS LEVEL.

NOTE:REFER TO BUILDING ELEVATIONS (S-201 & S-202) FOREXTERIOR WALL CONDITIONS AND REPAIRS.

B D F H

3

5

6

7

9

ELEV. ELEV.

STAIR

13S-501

B D F H

3

5

6

7

9

HOLE AT STAIR TO8TH FLOOR(SEE PHOTOS 7-2,3)

HOLE IN ROOF DECK(SEE PHOTO 7-4)

ELEV. ELEV.

STAI

R

HOLE IN ROOF DECK(SEE PHOTO 7-1)

WIDESPREAD DAMAGE TO ROOFDECK. REMOVE ALL DAMAGEDROOF DECK AND REPLACE WITH 11/2" 20 GAUGE METAL ROOF DECK.(SEE PHOTOS LR-4 AND LR-5 ATUNDERSIDE)

PLACE 1/4" THICK

REMOVE ALL DAMAGED ROOFDECK AND REPLACE WITH 1 1/2"20 GAUGE METAL ROOF DECK(SEE PHOTO LR-6 AT UNDERSIDE)

STEELCHECKEREDPLATE OVEROPENING

13S-501


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1/8" = 1'-0"

S-105


LEVELS 6M-7 FRAMING PLANS


1/8" = 1'-0"1 LEVEL 6M1/8" = 1'-0"2 LEVEL 7


D F

5

6

7

WINDOW SILLDETERIORATION(SEE PHOTO 8-1)

ELEV. ELEV.

STAIR

D

E

F

5

6

7

SLAB DETERIORATIONREMOVE ALL LOOSE CONCRETEFROM UNDERSIDE (ALT #2)(SEE PHOTO 9-1)

ELEV. ELEV.

D

E

F

5

6

7

REMOVE SLABOVER ELEVATOR

WINDOW FRAMEBRICK JOINT HAS GAP(SEE PHOTO 10-3)

ELEV. ELEV.

STAIR

OPENING COVERED WITHMETAL PLATE(SEE PHOTO 10-1)

WINDOW FRAME DAMAGED(SEE PHOTO 10-2)

D

E

F

5

6

7

DETERIORATED ROOFSLAB (SEE PHOTO R-1)

DETERIORATED ROOFSLAB (SEE PHOTO R-3)

DAMAGED ANTENNAMOUNT (SEE PHOTO R-2).REMOVE ANTENNA ANDMOUNT.

ADD L4x4x1/4 FRAMES ASNEEDED TO SUPPORT NEW DECKAT DETERIORATED ROOF SLABS REMOVE LOOSE CONCRETE AND

PLACE 20 GAUGE METAL DECKWITH L4x4x1/4 FRAMES AT ALLOPENINGS IN ROOF SLABS (TYP.AT ROOF LEVEL)


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1/8" = 1'-0"

S-106


LEVELS 8-ROOF FRAMING PLANS


1/8" = 1'-0"1 LEVEL 8 1/8" = 1'-0"2 LEVEL 9

1/8" = 1'-0"3 LEVEL 10

1/8" = 1'-0"4 ROOF

NO FLOOR SLAB REPAIRS AT THIS LEVEL

NOTES:

REMOVE ALL VEGETATION AT ROOFS, INCLUDING ROOTS.PATCH ALL HOLES IN ROOF WITH ROOFING CEMENT. REPLACE ALL DAMAGEDFLASHING ALONG PARAPETS.

LEVEL 10' - 0"

LEVEL 212' - 11"

BASEMENT-10' - 11"

LEVEL 1R19' - 9"

LEVEL 325' - 10"

LEVEL 438' - 8"

LEVEL 551' - 7"

LEVEL 665' - 6"

LEVEL 6M79' - 5"

LEVEL 795' - 8"

LEVEL 8109' - 7"

LEVEL 9123' - 6"

LEVEL 10142' - 0"

ROOF151' - 8"

LEVEL 6R80' - 2"

ABCDEFGH

LEVEL 4R53' - 7"

VERTICALCRACKS

MISSING BRICKABOVE LINTEL DAMAGED LINTEL &

MISSING BRICK

MISSING BRICK @ LINTEL

DAMAGED LINTEL(SEE PHOTO N-5)

DAMAGE AT SILL

DAMAGE AT CORNICE (SEE PHOTO N-1)CHIP OUT ALL LOOSE MATERIALS

HOLE AND WIDESPREAD DAMAGE TO ROOF DECK(SEE PLAN AND PHOTO N-2)

SEE PHOTO N-3

SEE PHOTO N-5

SEE PHOTO N-4

LEVEL 10' - 0"

LEVEL 212' - 11"

BASEMENT-10' - 11"

LEVEL 1R19' - 9"

LEVEL 325' - 10"

LEVEL 438' - 8"

LEVEL 551' - 7"

LEVEL 665' - 6"

LEVEL 6M79' - 5"

LEVEL 795' - 8"

LEVEL 8109' - 7"

LEVEL 9123' - 6"

LEVEL 10142' - 0"

ROOF151' - 8"

LEVEL 6R80' - 2"

1234567891011

LEVEL 4R53' - 7"

SEVERELY DAMAGED BRICKABOVE LINTEL

DAMAGE @ LINTEL ANDBRICK ABOVE

DAMAGED LINTELDAMAGED BRICKABOVE LINTEL

LINTEL DAMAGE

DAMAGE AT CORNICE (SEE PHOTO E-1)CHIP OUT ALL LOOSE MATERIALS

SEE PHOTO E-2

SEE PHOTO E-3

SEE PHOTO E-4

DAMAGED BRICKABOVE LINTEL

SEEPHOTOE-5 SEE PHOTO E-6

SEEPHOTOE-7


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1" = 10'-0"

S-201


NORTH AND EAST ELEVATIONS


1" = 10'-0"1 NORTH ELEVATION1" = 10'-0"2 EAST ELEVATION

NEW LOUVER MOUNTED ON STUDWINDOW PANEL FRAMING



LEVEL 10' - 0"

LEVEL 212' - 11"

BASEMENT-10' - 11"

LEVEL 1R19' - 9"

LEVEL 325' - 10"

LEVEL 438' - 8"

LEVEL 551' - 7"

LEVEL 665' - 6"

LEVEL 6M79' - 5"

LEVEL 795' - 8"

LEVEL 8109' - 7"

LEVEL 9123' - 6"

LEVEL 10142' - 0"

ROOF151' - 8"

LEVEL 6R80' - 2"

A B C D E F G H

LEVEL 4R53' - 7"

SEVERE LINTEL DAMAGE (PARTS MISSING),DAMAGE AT INTERIOR ALSO(SEE PHOTO S-5)

WINDOW FRAME, SILL,PART OF JAMB DAMAGED(SEE PHOTO S-3)

DAMAGE AT CORNICE (SEE PHOTO S-1)CHIP OUT ALL LOOSE MATERIALS

HOLE IN ROOF DECK(SEE PLAN AND PHOTO S-2)

SEE PHOTO S-4

SEE PHOTO S-7

LOOSE BRICKS ABOVE LINTEL

SEE PHOTOS-8

SEE PHOTOS-6

ADJACENT BUILDING

LEVEL 10' - 0"

LEVEL 212' - 11"

BASEMENT-10' - 11"

LEVEL 1R19' - 9"

LEVEL 325' - 10"

LEVEL 438' - 8"

LEVEL 551' - 7"

LEVEL 665' - 6"

LEVEL 6M79' - 5"

LEVEL 795' - 8"

LEVEL 8109' - 7"

LEVEL 9123' - 6"

LEVEL 10142' - 0"

ROOF151' - 8"

LEVEL 6R80' - 2"

1 2 3 4 5 6 7 8 9 10 11

LEVEL 4R53' - 7"

DAMAGED LINTEL

DAMAGE AT TOPOF WALL(SEE PHOTO W-3)

DAMAGE AT CORNICE (SEE PHOTO W-1)CHIP OUT ALL LOOSE MATERIALS

SEE PHOTO W-2


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1" = 10'-0"

S-202


SOUTH AND WEST ELEVATIONS


1" = 10'-0"1 SOUTH ELEVATION 1" = 10'-0"2 WEST ELEVATION

NEW LOUVER MOUNTED ONSTUD WINDOW PANEL FRAMING



EXIST. 12" BRICK WALL

EXIST. CONC. SUPPORTINGWINDOW FRAME

1/4" POLYCARBONATE PANEL

EXIST. STEEL ANGLE

EXIST. STONE SILL

NEW 2x4 @ 24" O.C.

3/8" DIAM. ADHESIVEANCHORS HILTI HIT RE-500 W/3-5/8" EMBED. @ 2'-0" O.C.

EXIST. WINDOW FRAME

APPLY SEALANT ATPERIMETER AND PANELJOINTS (TREMCO DYNOMICPOLYURETHANE OR EQUAL)

EXIST. WINDOW FRAME

3/8" DIAM. ADHESIVE ANCHORS@ 4'-0" O.C. (HILTI HIT HY-70)

EXIST. 12" BRICK WALL

2x4 BLOCKING AT MID-HEIGHT OF WINDOW OPENING

1/4" POLYCARBONATE PANELCONC. BEAM ORENCASEMENT

EXIST. WINDOW FRAME

EXIST. CAST STONE LINTEL

3/8" DIAM. ADHESIVEANCHORS @ 2'-0" O.C.

1/4" POLYCARBONATE PANEL

NEW 2x4 @ 24" O.C.

EXIST. WINDOW FRAME

EXIST. CONC. LINTEL

EXIST. BRICK WALL

PATCH CONC WITHREPAIR MORTAR

REMOVE ALL BRICK ABOVE 2 COURSESABOVE UPPERMOST EXIST. STEEL TIE.PROVIDE METAL CAP OVER EXPOSEDBRICK CORES AT CUT TOP.

REMOVE EXIST. STEEL BANDS ANDREPLACE WITH NEW 1/4"x3" STAINLESSSTEEL TENSION BANDS. ADD 4 MORESTAINLESS STEEL BANDS BELOW AT6'-0" O.C. CLAMP ALL BANDS IN PLACETIGHT TO FACE OF MASONRY.

LEVEL 1R19' - 9"

EXIST. BRICK WALL

EXIST. BEAMEXIST. BEAM

L6x6x1/4

NEW 1-1/2" 20 GAUGEMETAL ROOF DECK

INFILL HOLE IN ROOF

EXIST. ROOF

CUT EXISTING ROOF SLAB ASREQ'D TO INSTALL ANGLEOVER TOP FLANGE OF BEAM

BUILD UP WITH RIGID INSULATION TOMATCH EXISTING ROOF ELEVATION

LEVEL 1R19' - 9"

10

EXIST. W18

NEW W12x16

NEW 1 1/2" 20 GAUGEMETAL ROOF DECK

LINE OF EXISTINGROOFING

EXISTING ROOF SLAB

EXISTINGCONCRETE HAUNCH

LEVEL 551' - 7"

9

LEVEL 4R53' - 7"

W14x22

BUILD UP W/ INSULATION TOMATCH ELEV. OF EXIST. ROOF

EXIST. WINDOW

EXIST. BEAM

EXIST. MASONRY WALL

NEW 1 1/2" 20 GAUGEROOF DECK

LEVEL 1R19' - 9"

B

NEW W12x16

NEW 1-1/2" 20 GAUGEMETAL ROOF DECK

EXIST. MASONRYWALL

2-3/4" DIAM. ADHESIVE ANCHORS(HILTI HIT HY-20 OR EQUAL)

L4x3-1/2x3/8x8-1/2" LONG

1/4

LEVEL 6M79' - 5"

LEVEL 795' - 8"

5

NEW 1-1/2", 20 GAGEMETAL DECK

Drain Line82' - 3 1/4"

B

LEVEL 4R53' - 7"

EXIST.MASONRY WALL

W14x22

W14x22


L4x3x3/8x8-1/2" LONG

D

LEVEL 4R53' - 7"

EXIST. JOISTW14x22

EXIST. GIRDER


EXIST. ROOF

NEW GIRDER


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As indicated

S-501


REPAIR DETAILS


3" = 1'-0"1 TYPICAL SILL DETAIL

NOTE: VERIFY ADEQUACY OF STONE SUBSTRATE TO RECEIVE ANCHORS PRIOR TO INSTALLATION.

APPLY SEALANT AT PERIMETER AND JOINTS OF POLYCARBONATE PANELS (TREMCO DYNOMIC POLYURETHANEOR EQUAL. VERIFY COMPATIBILITY WITH PANELS.

3" = 1'-0"2 TYPICAL WINDOW JAMB DETAIL

NOTE:VERIFY SOUND BRICK AT LOCATION OF MASONRY ANCHOR. REPAIR DAMAGED BRICK IF ANCHORSCANNOT BE INSTALLED WITHIN 12" OF POSITION INDICATED (TOP AND BOTTOM AND 4'-0" O.C.).

APPLY SEALANT AT PERIMETER AND JOINTS OF POLYCARBONATE PANELS (TREMCO DYNOMICPOLYURETHANE OR EQUAL. VERIFY COMPATIBILITY WITH PANELS.

3" = 1'-0"3 TYPICAL WINDOW HEAD DETAIL

NOTE:REPAIR LINTEL SURFACE AS REQUIRED WITH REPAIR MORTAR PRIOR TO CONNECTING PANEL BACKUP WITHADHESIVE ANCHORS .ALLOW FOURTEEN DAYS MIN. CURE TIME FOR PATCH.

APPLY SEALANT AT PERIMETER AND JOINTS OF POLYCARBONATE PANELS (TREMCO DYNOMIC POLYURETHANE OREQUAL. VERIFY COMPATIBILITY WITH PANELS.

3" = 1'-0"4 CONCRETE LINTEL REPAIR DETAIL

REPAIR SEQUENCE:1. CHIP OUT ALL LOOSE CONCRETE TO DEPTH 3/4" BEYOND EXPOSED REINFORCING.2. CUT SQUARE EDGES AROUND CHIPPED CONCRETE TO 1/2" MIN DEPTH.3. WIRE BRUCH EXPOSED REINFORCING.4. APPLY CORROSION INHIBITOR (SIKA ARMATEC OR EQUAL) TO EXPOSED REBAR.5. PATCH REMOVED CONCRETE WITH REPAIR MORTAR (SIKA QUICK VOH OR EQUAL).

1/2" = 1'-0"5 CHIMNEY REPAIR DETAIL (ALT. #1)3/4" = 1'-0"6 ROOF REPAIR DETAIL A

3/4" = 1'-0"7 ROOF REPAIR DETAIL B

3/4" = 1'-0"9 ROOF REPAIR DETAIL D

3/4" = 1'-0"8 ROOF REPAIR DETAIL C

1/8" = 1'-0"13 ROOF SECTION3/4" = 1'-0"10 ROOF REPAIR DETAIL E

3/4" = 1'-0"11 ROOF REPAIR DETAIL F

BUILD UP WITH RIGID INSULATION TOMATCH EXISTING ROOFING ELEVATION

BUILD UP W/ RIGID INSULATIONTO MATCH EXISTING ROOF

REFER TO DWG S-904 FOR CHIMNEY PHOTOS C-1 THRU C-6. REPOINT UPPER 30' OF REMAINING CHIMNEY.SEE GENERAL NOTE #6 FOR DIRECTION REGARDING LIGHTNING PROTECTION OF CHIMNEY.

A E1

1P-202

1P-203

2P-203

RD-1

RD-1

RD-1

RD-1

RD-1

3

4

5

6

7

8

9

B C DD1 E F H

2P-201

2P-202

RD-1

RD-1

RD-1

RD-1

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1/8" = 1'-0"1 Plan View 55' Elevation



NOTES:1. ALL ROOF DRAINS ARE NEW WITH 4" STORM DRAIN CONNECTIONS.2. CITY OF BRIDGEPORT IS RESPONSIBLE FOR ALL CONNECTIONS TO THE CITY STORM

DRAINAGE SYSTEM. CONTRACTOR TO COORDINATE.

Level 10' - 0"

Level 212' - 11"

Level 325' - 10"

Level 438' - 8"

Level 551' - 7"

Level 665' - 6"


A

B C DD1 E F G H

REPLACE EXISTINGCAST IRON FRAGMENTWITH NEW 4" PVC

SEE NOTE 4 FORALL CONNECTIONS OFNEW AND EXISTING PIPE.(TYP).

RD-1

RD-1

L-2

L-1

RD-1

SEE NOTE 5

SEE NOTE 5

RD-1 RD-1

EXISTING 4" CAST IRON DRAIN LINES

NEW 4" PVC DRAIN LINES

LINETYPE LEGEND

Level 8109' - 7"

Level 9123' - 6"

Level 10142' - 0"

Roof Level151' - 8"

B C DD1 E F G H

RD-2

L-1SEE NOTE 5


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P-201


BUILDING ELEVATION VIEW - SOUTH


1/8" = 1'-0"1 SOUTH ELEVATION - BOTTOM

NOTES:1. ALL DRAIN LINES ARE 4" UNLESS OTHERWISE NOTED.2. ALL EXISTING DRAIN LINES ARE CAST IRON UNLESS OTHERWISE NOTED.3. ALL NEW DRAIN LINES SHALL BE PVC UNLESS OTHERWISE NOTED.4. WHERE EXISTING CAST IRON PIPING IS TO REMAIN AND CONNECT TO NEW PVC, SEE

DETAIL 1 OR 2 ON PAGE P-501 AS APPLICABLE.5. SEE STRUCTURAL DRAWINGS FOR LOUVER INSTALLATION DETAIL.

1/8" = 1'-0"2 SOUTH ELEVATION - TOP

EXISITNG DRAIN PIPES CONTINUE BELOW SLAB. CITYRESPONSIBLE FOR CONNECTION TO CITY DRAIN. (TYP)

SEE DETAIL 2 FORCONTINUATION

SEE DETAIL 1 FORCONTINUATION

SECONDARY ROOF DRAINROUTED THROUGH WINDOW.

SECONDARY ROOF DRAINTO DISCHARGE ABOVE GRADE.

SECURE TO EXTERIOR OFBUILDING WITH PIPE SUPPORTS ASDETAILED IN SPECIFICATIONS.

Level 10' - 0"

Level 212' - 11"

Plan View 55'Elevation

19' - 9"


A

BCDD1EFGH

RD-1

RD-1

L-1

L-2

RD-1

SEE NOTE 5

SEE NOTE 5

RD-1RD-1



LINETYPE LEGEND

Level 8109' - 7"

Level 9123' - 6"

Level 10142' - 0"

Roof Level151' - 8"

BCDD1EFGHRD-2

L-1SEE NOTE 5

SECURE TO EXTERIOR OFBUILDING WITH PIPE SUPPORTS ASDETAILED IN SPECIFICATIONS.


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BUILDING ELEVATION VIEW - NORTH


1/8" = 1'-0"1 NORTH ELEVATION - BOTTOM

NOTES:1. ALL DRAIN LINES ARE 4" UNLESS OTHERWISE NOTED.2. ALL EXISTING DRAIN LINES ARE CAST IRON UNLESS OTHERWISE NOTED.3. ALL NEW DRAIN LINES SHALL BE PVC UNLESS OTHERWISE NOTED.4. WHERE EXISTING CAST IRON PIPING IS TO REMAIN AND CONNECT TO NEW PVC, SEE

DETAIL 1 OR 2 ON PAGE P-501 AS APPLICABLE.5. SEE STRUCTURAL DRAWINGS FOR LOUVER INSTALLATION DETAIL.

REMOVE EXISTING PIPE.SEE DETAIL 1/P-203.

SEE NOTE 4 FORALL CONNECTIONS OFNEW AND EXISTING PIPE.(TYP).

1/8" = 1'-0"2 NORTH ELEVATION - TOP

EXISITNG DRAIN PIPESCONTINUE BELOW SLAB.CITY RESPONSIBLE FORCONNECTION TO CITY DRAIN.


Level 10' - 0"

Level 212' - 11"

Level 8109' - 7"

Level 325' - 10"

Level 438' - 8"

Level 551' - 7"

Level 665' - 6"

Level 795' - 8"

Level 9123' - 6"

Level 10142' - 0"

Roof Level151' - 8"

Plan View 55'Elevation

19' - 9"

Parapet55' - 4 3/32"

1 2 3 4 5 6 7 8 9 10 11

6R80' - 2"

RD-2

REPLACE EXISTING CAST IRONPIPE WITH 4" PVC PIPE IN PLACE.

RD-1 RD-1

RD-1RD-1RD-1

L-1

L-2L-2

L-1

L-1 L-1

RD-1 RD-1

SEE NOTE 5

SEE NOTE 5

SEE NOTE 5SEE NOTE 5

SEE NOTE 5

SEE NOTE 5

RD-1RD-1

Level 8109' - 7"

Level 325' - 10"

Level 438' - 8"

Level 551' - 7"

Level 665' - 6"

Level 795' - 8"

Level 9123' - 6"

Level 10142' - 0"

Roof Level151' - 8"

Parapet55' - 4 3/32"

1234567891011

6R80' - 2"

RD-2

RD-1RD-1

L-2 L-2

L-1 L-1

RD-1 RD-1



RD-1 RD-1



LINETYPE LEGEND


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P-203


BUILDING ELEVATION VIEW - EAST & WEST


1/8" = 1'-0"1 WEST ELEVATION1/8" = 1'-0"2 EAST ELEVATION

REPLACE EXISTING CAST IRONPIPE WITH 4" PVC PIPE IN PLACE.

EXISITNG DRAIN PIPESCONTINUE BELOW SLAB.CITY RESPONSIBLE FORCONNECTION TO CITY DRAIN.

NOTES:1. ALL DRAIN LINES ARE 4" UNLESS OTHERWISE NOTED.2. ALL EXISTING DRAIN LINES ARE CAST IRON UNLESS

OTHERWISE NOTED.3. ALL NEW DRAIN LINES SHALL BE PVC UNLESS

OTHERWISE NOTED.4. WHERE EXISTING CAST IRON PIPING IS TO REMAIN AND

CONNECT TO NEW PVC, SEE DETAIL 1 OR 2 ON PAGEP-501 AS APPLICABLE.

5. SEE STRUCTURAL DRAWINGS FOR LOUVERINSTALLATION DETAIL.



146 HARTFORD ROADMANCHESTER, CONNECTICUT 06040860.646.2469www.fando.comNTS

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P-501


DETAILS & SCHEDULES


SCALE: N.T.S.2 PVC PIPE TO EXISTING CAST IRON PIPE CONNECTION DETAIL

SCALE: N.T.S.1 PVC PIPE TO EXISTING CAST IRON HUB CONNECTION DETAIL

NEW 4" SCHEDULE 40 PVC PIPEEXISTING 4" CAST IRON HUB

FERNCO 4" FLEXIBLE PVCCOMPRESSION DONUT

EXISTING 4" CAST IRON PIPE

4" HEAVY DUTYNO-HUB COUPLINGFERNCO MODEL HD-44

4" DWV HUB ADAPTERFOR CAST IRON SOIL PIPE

NEW 4" SCHEDULE 40 PVC PIPE

PLUMBING FIXTURE SCHEDULETYPE MANUFACTURER MODEL DESCRIPTION SIZE COMMENTSRD-1 WATTS RD-104 EPOXY COATED CAST IRON ROOF DEAIN WITH

FLASHING CLAMP WITH INTEGRAL GRAVELSTOP, SELF-LOCKING GALVANIZED DOME, ANDNO HUB OUTLET

4" INCLUDE UNDERDECK CLAMP, DECKFLANGE/ADJUSTABLE EXTENSION,GALVANIZED DOME, AND VANDAL PROOFDOME.

RD-2 WATTS RD-704 EPOXY COATED CAST IRON DUAL OUTLETROOF DRAIN/OVERFLOW COMBINATION WITHFLASHING CLAMP, INTEGRAL GRAVEL STOP, 41/2 IN HIGH OVERFLOW STANDPIPE, SECUREDDUCTILE IRON DOME, AND NO HUB OUTLETS

4" INCLUDE UNDERDECK CLAMP, DECKFLANGE/ADJUSTABLE EXTENSION, ANDVANDAL PROOF DOME.

LOUVER SCHEDULETYPE MANUFACTURER MODEL FLOW HEIGHT WIDTH DEPTH DESCRIPTION

L-1 GREENHECK FDS-402 800 CFM 30" 20" 4" 45 DEGREE BLADES MOUNTED ON 4" CENTERSL-2 GREENHECK FDS-402 1200 CFM 30" 30" 4" 45 DEGREE BLADES MOUNTED ON 4" CENTERS

CUT CAST IRON LEADINGEDGE FLUSH IF NECESSARY

NOTES:1. INCLUDE INSECT SCREEN.2. SEE STRUCTURAL DRAWINGS FOR LOUVER INSTALLATION DETAIL.

PART 1 GENERAL1.01 SECTION INCLUDESA. LOUVERS, FRAMES, AND ACCESSORIES.1.02 SUBMITTALSA. PRODUCT DATA: PROVIDE DATA DESCRIBING DESIGN CHARACTERISTICS, MAXIMUM RECOMMENDED AIR VELOCITY, DESIGNFREE AREA, MATERIALS AND FINISHES.1.03 WARRANTYA. PROVIDE FIVE YEAR MANUFACTURER'S WARRANTY AGAINST DISTORTION, METAL DEGRADATION, AND CONNECTION FAILURESOF LOUVER COMPONENTS.PART 2 PRODUCTS2.01 MANUFACTURERSA. LOUVERS:

1. GREENHECK: HYPERLINK "HTTP://WWW.GREENHECK.COM" WWW.GREENHECK.COM.2. INDUSTRIAL LOUVERS, INC: HYPERLINK "HTTP://WWW.INDUSTRIALLOUVERS.COM/#SLE"WWW.INDUSTRIALLOUVERS.COM/#SLE.3. RUSKIN COMPANY; STATIONARY LOUVERS, MODEL _____: WWW.RUSKIN.COM/#SLE.

2.02 LOUVERSA. LOUVERS: FACTORY FABRICATED AND ASSEMBLED, COMPLETE WITH FRAME, MULLIONS, AND ACCESSORIES; AMCA CERTIFIEDIN ACCORDANCE WITH AMCA 511.

1. WIND LOAD RESISTANCE: DESIGN TO RESIST POSITIVE AND NEGATIVE WIND LOAD OF 25 PSF WITHOUT DAMAGE ORPERMANENT DEFORMATION.2. DRAINABLE BLADES: CONTINUOUS RAIN STOP AT FRONT OR REAR OF BLADE ALIGNED WITH VERTICAL GUTTERRECESSED INTO BOTH JAMBS OF FRAME.3. SCREENS: PROVIDE INSECT SCREENS AT INTAKE LOUVERS AND BIRD SCREENS AT EXHAUST LOUVERS.

B. STATIONARY LOUVERS: HORIZONTAL BLADE, FORMED GALVANIZED STEEL SHEET CONSTRUCTION, ____.1. BLADES: STRAIGHT.2. FRAME: 4 INCHES DEEP, CHANNEL PROFILE; CORNER JOINTS ____________.3. STEEL THICKNESS, GALVANIZED: FRAME 16 GAGE, 0.0598 INCH MINIMUM BASE METAL; BLADES 16 GAGE, 0.0598 INCHMINIMUM BASE METAL.4. STEEL FINISH: SUPERIOR PERFORMING ORGANIC COATING, FINISHED AFTER FABRICATION.

2.03 MATERIALSA. STEEL SHEET: HOT-DIPPED GALVANIZED STEEL SHEET, ASTM A653/A653M, WITH G90/Z275 COATING.2.04 FINISHESA. CLASS I NATURAL ANODIZED FINISH: AAMA 611 AA-M12C22A41 CLEAR ANODIC COATING NOT LESS THAN 0.7 MILS THICK.2.05 ACCESSORIESA. SCREENS: FRAME OF SAME MATERIAL AS LOUVER, WITH REINFORCED CORNERS; REMOVABLE, SCREW ATTACHED;INSTALLED ON INSIDE FACE OF LOUVER FRAME.B. INSECT SCREEN: ALUMINUM MESH.C. SEALANT FOR SETTING SILLS AND SILL FLASHING: NON-CURING BUTYL TYPE.PART 3 EXECUTION3.01 EXAMINATIONA. VERIFY THAT PREPARED OPENINGS AND FLASHINGS ARE READY TO RECEIVE THIS WORK AND OPENING DIMENSIONS ARE ASINDICATED ON SHOP DRAWINGS.B. VERIFY THAT FIELD MEASUREMENTS ARE AS INDICATED.3.02 INSTALLATIONA. INSTALL LOUVER ASSEMBLY IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.B. INSTALL LOUVERS LEVEL AND PLUMB.C. ALIGN LOUVER ASSEMBLY TO ENSURE MOISTURE SHED FROM FLASHINGS AND DIVERSION OF MOISTURE TO EXTERIOR.D. SECURE LOUVER FRAMES IN OPENINGS WITH CONCEALED FASTENERS.

PART 1 GENERAL1.01 SECTION INCLUDESA. PIPE, PIPE FITTINGS, SPECIALTIES, AND CONNECTIONS FOR PIPING SYSTEMS.

1. STORM WATER.2. PIPE HANGERS AND SUPPORTS.

1.02 SUBMITTALSA. PRODUCT DATA: PROVIDE DATA ON PIPE MATERIALS, PIPE FITTINGS, VALVES, AND ACCESSORIES. PROVIDEMANUFACTURERS CATALOG INFORMATION. INDICATE VALVE DATA AND RATINGS.1.03 QUALITY ASSURANCEA. PERFORM WORK IN ACCORDANCE WITH APPLICABLE CODES.PART 2 PRODUCTS2.01 STORM WATER PIPING, ABOVE GRADEA. PVC PIPE: ASTM D2665 OR ASTM D3034.

1. FITTINGS: PVC.2. JOINTS: SOLVENT WELDED, WITH ASTM D2564 SOLVENT CEMENT.

2.02 PIPE HANGERS AND SUPPORTSA. PROVIDE HANGERS AND SUPPORTS THAT COMPLY WITH MSS SP-58.

1. IF TYPE OF HANGER OR SUPPORT FOR A PARTICULAR SITUATION IS NOT INDICATED, SELECT APPROPRIATE TYPEUSING MSS SP-58 RECOMMENDATIONS.2. OVERHEAD SUPPORTS: INDIVIDUAL STEEL ROD HANGERS ATTACHED TO STRUCTURE OR TO TRAPEZE HANGERS.3. TRAPEZE HANGERS: WELDED STEEL CHANNEL FRAMES ATTACHED TO STRUCTURE.4. VERTICAL PIPE SUPPORT: STEEL RISER CLAMP.

B. PLUMBING PIPING - DRAIN, WASTE, AND VENT:1. WALL SUPPORT FOR PIPE SIZES 4 INCHES AND OVER: GALVANIZED STEEL BRACKET AND GALVANIZED STEEL CLAMP.2. FLOOR SUPPORT: CAST IRON ADJUSTABLE PIPE SADDLE, LOCK NUT, NIPPLE, FLOOR FLANGE, AND CONCRETE PIER ORSTEEL SUPPORT.

C. HANGER FASTENERS: ATTACH HANGERS TO STRUCTURE USING APPROPRIATE FASTENERS, AS FOLLOWS:1. CONCRETE WEDGE EXPANSION ANCHORS: COMPLYING WITH ICC-ES AC193.2. MASONRY WEDGE EXPANSION ANCHORS: COMPLYING WITH ICC-ES AC01.3. CONCRETE SCREW TYPE ANCHORS: COMPLYING WITH ICC-ES AC193.4. MASONRY SCREW TYPE ANCHORS: COMPLYING WITH ICC-ES AC106.5. CONCRETE ADHESIVE TYPE ANCHORS: COMPLYING WITH ICC-ES AC308.6. OTHER TYPES: AS REQUIRED.

PART 3 EXECUTION3.01 INSTALLATIONA. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.B. PVC PIPE: MAKE SOLVENT-WELDED JOINTS IN ACCORDANCE WITH ASTM D2855.C. SLEEVE PIPES PASSING THROUGH PARTITIONS, WALLS AND FLOORS.D. PIPE HANGERS AND SUPPORTS:

1. PLACE HANGERS WITHIN 12 INCHES OF EACH HORIZONTAL ELBOW.2. SUPPORT VERTICAL PIPING AT EVERY OTHER FLOOR. SUPPORT RISER PIPING INDEPENDENTLY OF CONNECTEDHORIZONTAL PIPING.

3.02 TOLERANCESA. DRAINAGE PIPING: ESTABLISH INVERT ELEVATIONS WITHIN 1/2 INCH VERTICALLY OF LOCATION INDICATED AND SLOPE TODRAIN AT MINIMUM OF 1/4 INCH PER FOOT SLOPE.3.03 SCHEDULESA. PIPE HANGER SPACING:

1. PLASTIC PIPING:A. ALL SIZES:

1) MAXIMUM HORIZONTAL HANGER SPACING: 6 FT.2) MAXIMUM VERTICAL HANGER SPACING: 10 FT.

PART 1 GENERAL1.01 SECTION INCLUDESA. ROOF DRAINS.1.02 REFERENCE STANDARDSA. ASME A112.6.4 - ROOF, DECK, AND BALCONY DRAINS; 2008 (REAFFIRMED 2012).1.03 SUBMITTALSA. PRODUCT DATA: PROVIDE COMPONENT SIZES, ROUGH-IN REQUIREMENTS, SERVICE SIZES, AND FINISHES.B. MANUFACTURER'S INSTRUCTIONS: INDICATE MANUFACTURER'S INSTALLATION INSTRUCTIONS: INDICATE ASSEMBLYAND SUPPORT REQUIREMENTS.1.04 DELIVERY, STORAGE, AND HANDLINGA. ACCEPT SPECIALTIES ON SITE IN ORIGINAL FACTORY PACKAGING. INSPECT FOR DAMAGE.PART 2 PRODUCTS2.01 ROOF DRAINSA. MANUFACTURERS:

1. WATTS: WWW,WATTS.COM.2. ZURN INDUSTRIES, LLC: WWW.ZURN.COM/#SLE.3. WADE DRAINS: WWW.WADEDRAINS.COM.

B. ROOF DRAINS:1. ASSEMBLY: ASME A112.6.4.2. BODY: LACQUERED CAST IRON WITH SUMP.3. STRAINER: REMOVABLE CAST IRON DOME WITH VANDAL PROOF SCREWS.

C. ROOF OVERFLOW DRAINS:1. LACQUERED CAST IRON BODY AND CLAMP COLLAR AND BOTTOM CLAMP RING; PIPE EXTENDED TO 4 INCHESABOVE FLOOD ELEVATION.

PART 3 EXECUTION3.01 INSTALLATIONA. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

SECTION 09 91 00 - LOUVERS SECTION 22 10 06 - PLUMBING PIPING SPECIALTIES

SECTION 22 10 05 - PLUMBING PIPING

SCALE: N.T.S.3 ROOF DRAIN INSTALLATION DETAIL

DOME

FLASHING CLAMP

MEMBRANE

ADJUSTABLE EXTENSION FLANGE

UNDERDECK CLAMP

A

B

C

D

E F G H

1

2

3

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5

6

7

8

9

10

11

8A

ELEV. ELEV.

ST

AIR

D

N.

SLAB DETERIORATION

(REMOVE ALL LOOSE

CONCRETE FROM UNDERSIDE)

EXTENT OF BASEMENT BELOW

146 HARTFORD ROAD

MANCHESTER, CONNECTICUT 06040

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LEVEL 1 HAZARDOUS MATERIALSABATEMENT PLAN


1/8" = 1'-0"

1

LEVEL 1

NO REPAIRS REQUIRED AT SLABS ON GRADE,

BASEMENT WALLS, OR FOUNDATION WALLS.

ALTERNATE

= AREAS REQUIRING DECONTAMINATION AND

ABATEMENT UNDER NEGATIVE PRESSURE

ENCLOSURE PER AWP.

HAZARDOUS MATERIALS ABATEMENT KEY

A

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2

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4

5

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7

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Level 1R Level 2

MONITOR



LOTS OF RUST WHERE STEEL IN

CONTACT WITH CONC. HAUNCHES

(NO REPAIR REQUIRED)

HOLE IN ROOF

HOLE IN ROOF

NEW 1 1/2", 20 GAUGE METAL

ROOF DECK AT EXISTING OPENING

ELEV. ELEV.

STAIR

W18 TO REMAIN

L6

x6

x1

/4

NEW 1 1/2" 20 GAUGE

METAL ROOF DECK

NEW

W12x16

W1

2x1

6

NEW 1 1/2" 20 GAUGE

METAL ROOF DECK

REMOVE LOOSE BRICK AND

CORNICES ALONG ROOF EDGES

(TYPICAL ON 3 SIDES). SEE

PHOTOS LR-1 - LR-3.

REPLACE ROOFING FOLLOWING DECK REPAIR.

NOTES:

REMOVE ALL VEGETATION AT ROOFS, INCLUDING ROOTS.

PATCH ALL HOLES IN ROOF WITH ROOFING CEMENT.

REPLACE ALL DAMAGED FLASHING ALONG TOWER WALL AT

COLUMN LINE B.

L6

x6

x1

/4

6

S-501

L6

x6

x1

/4

NEW 1 1/2", 20 GAUGE METAL

ROOF DECK AT EXISTING OPENING

66

66

7

S-501

8

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NO FLOOR SLAB REPAIRS REQUIRED AT THIS LEVEL.

HM-102

9/13/2019

LEVELS 1R-2 HAZARDOUSMATERIALS ABATEMENT PLAN

CONTAINMENT #1

CONTAINMENT #2

CONTAINMENT #3



ENCLOSURE PER AWP.


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7

8

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STAIR

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LEVEL 3

1/8" = 1'-0"

2

LEVEL 4

NO FLOOR SLAB REPAIRS AT THIS LEVEL. NO FLOOR SLAB REPAIRS AT THIS LEVEL.

HM-103

9/13/2019

LEVELS 3-4 HAZARDOUSMATERIALS ABATEMENT PLAN



ENCLOSURE PER AWP.


B D

F H

3

5

6

7

9

SLAB DETERIORATED

(SEE PHOTO 6-3). REMOVE

LOOSE CONCRETE FROM

UNDERSIDE.

WINDOW FRAME SEPARATING

FROM LINTEL (SEE PHOTO

6-2). REMOVE DAMAGED

WINDOW FRAMING AND

PATCH SUPPORTING BRICK

AND CONCRETE (SEE DETAILS,

DWG S-501).

SPALLING AT

BOTTOM OF LINTEL

(SEE PHOTO 6-6).

PATCH CONCRETE.

DETERIORATION AT

LINTEL. LINTEL

DISPLACED OUTWARD

(BUCLKED AT CENTER).

ANGLE RUSTED AT SILL.

SHEAR FAILURE

AT LINTEL

(SEE PHOTO 6-4)

LINTEL SPALLED AT

BOTTOM AND WINDOW

FRAME SEPARATING

(SEE PHOTO 6-5)

ELEV. ELEV.

STAIR

SEVERE DAMAGE AT SILL

(SEE PHOTO 6-1)

WINDOWS DISPLACED AT TOP. REMOVE

DAMAGED WINDOW FRAMING AND

PATCH SUPPORTING BRICK AND

CONCRETE (SEE DETAILS, DWG S-501).

B D

E F H

1

3

5

6

7

9

11

Le

ve

l 5

Le

ve

l 4

RL

eve

l 4

R

HOLE

ALL DECK AND FRAMING

DESTROYED IN THIS BAY. ROOF

FRAMING REPAIR REQUIRED.

(SEE PHOTOS S-3, 5-5,6)

HOLE IN

ROOF SLAB

HOLE IN ROOF

SLAB AT DRAIN

LOCATION

HOLE IN

ROOF SLAB

ELEV. ELEV.

STAIR

WINDOW FRAME, SILL, HEAD AND

PARTS OF JAMBS DAMAGED.

WINDOW FRAME DISLODGED

(SEE PHOTOS 5-2,3,4). REMOVE

ALL DAMAGED WINDOW FRAMING

AND PATCH SURROUNDING

BRICK AND CONCRETE (SEE

DETAILS, DWG S-501).

WINDOW FRAME DISLODGED

(SEE PHOTOS 5-7). REMOVE

DAMAGED WINDOW FRAMING

AND PATCH SUPPORTING

BRICK AND CONCRETE (SEE

DETAILS, DWG S-501).

WINDOW DISPLACED/DAMAGED

AT SILL (SEE PHOTO 5-1)

WINDOW DISPLACEMENT AT SILL

REFRAME & REPLACE DECK

L4x4x1/4 FRAME

W/ 1 1/2" 20 GAUGE

METAL ROOF DECK

L4

x4

x1

/4

(T

YP

)

9

11

W14x22

W14x22

W14x22

W14x22

1 1/2" 20 GAUGE

METAL DECK

W1

4x2

2

DA

MA

GE

D

EX

IS

T. G

IR

DE

R

TO

R

EM

AIN

6

66

6

10 10

10

10

9

S-501

10

S-501

11

S-501

NEW

W14x22

GIRDER

146 HARTFORD ROAD


860.646.2469

www.fando.com

4'

6' 2' 8'

SEALSEAL

SCALE:

DATUM:

PROJ. No.:

DATE:

GRAPHIC SCALE


J:\D

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1/8" = 1'-0"

2

LEVEL 6

1/8" = 1'-0"

1

LEVELS 4R-5

1/8" = 1'-0"

3

LEVEL 4R - PART

NOTES:

REFER TO BUILDING ELEVATIONS (S-201 & S-202) FOR

EXTERIOR WALL CONDITIONS AND REPAIRS.

REMOVE ALL VEGETATION AT LOW ROOFS, INCLUDING

ROOTS.

PATCH ALL HOLES IN ROOF WITH ROOFING CEMENT.

REPLACE ALL DAMAGED FLASHING ALONG UPPER TOWER

WALL ALONG COLUMN LINES 3 AND 9.


NOTE:

REFER TO BUILDING ELEVATIONS (S-201 & S-202) FOR

EXTERIOR WALL CONDITIONS AND REPAIRS.

HM-104

9/13/2019

LEVELS 5-6 HAZARDOUSMATERIALS ABATEMENT PLAN

CONTAINMENT #4

CONTAINMENT #5

CONTAINMENT #6

WINDOW #1WINDOW #2

WINDOW #3 WINDOW #4

WINDOW #5

WINDOW #6



ENCLOSURE PER AWP.


B D

F H

3

5

6

7

9

ELEV.

ELEV.

STAIR

13

S-501

B D

F H

3

5

6

7

9

HOLE AT STAIR TO

8TH FLOOR

(SEE PHOTOS 7-2,3)

HOLE IN ROOF DECK

(SEE PHOTO 7-4)

ELEV. ELEV.

ST

AIR

HOLE IN ROOF DECK

(SEE PHOTO 7-1)

WIDESPREAD DAMAGE TO ROOF

DECK. REMOVE ALL DAMAGED

ROOF DECK AND REPLACE WITH 1

1/2" 20 GAUGE METAL ROOF DECK.

(SEE PHOTOS LR-4 AND LR-5 AT

UNDERSIDE)

PLACE 1/4" THICK

REMOVE ALL DAMAGED ROOF

DECK AND REPLACE WITH 1 1/2"

20 GAUGE METAL ROOF DECK

(SEE PHOTO LR-6 AT UNDERSIDE)

STEEL

CHECKERED

PLATE OVER

OPENING

13

S-501

146 HARTFORD ROAD


860.646.2469

www.fando.com

4'

6' 2' 8'

SEALSEAL

SCALE:

DATUM:

PROJ. No.:

DATE:

GRAPHIC SCALE


J:\D

WG

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2014\1194\K

20\R

evit\20141194.K

20_C

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EL_ktattersall.rvt



1/8" = 1'-0"

1

LEVEL 6M

1/8" = 1'-0"

2

LEVEL 7


HM-105

9/13/2019

LEVELS 6M-7 HAZARDOUSMATERIALS ABATEMENT PLAN

CONTAINMENT #8

CONTAINMENT #7



ENCLOSURE PER AWP.


D

F

5

6

7

WINDOW SILL

DETERIORATION

(SEE PHOTO 8-1)

ELEV. ELEV.

STAIR

D

E

F

5

6

7

SLAB DETERIORATION

REMOVE ALL LOOSE CONCRETE

FROM UNDERSIDE

(SEE PHOTO 9-1)

ELEV. ELEV.

D

E

F

5

6

7

REMOVE SLAB

OVER ELEVATOR

WINDOW FRAME

BRICK JOINT HAS GAP

(SEE PHOTO 10-3)

ELEV. ELEV.

STAIR

OPENING COVERED WITH

METAL PLATE

(SEE PHOTO 10-1)

WINDOW FRAME DAMAGED

(SEE PHOTO 10-2)

D

E

F

5

6

7

DETERIORATED ROOF

SLAB (SEE PHOTO R-1)

DETERIORATED ROOF

SLAB (SEE PHOTO R-3)

DAMAGED ANTENNA

MOUNT (SEE PHOTO R-2).

REMOVE ANTENNA AND

MOUNT.

ADD L4x4x1/4 FRAMES AS

NEEDED TO SUPPORT NEW DECK

AT DETERIORATED ROOF SLABS

REMOVE LOOSE CONCRETE AND

PLACE 20 GAUGE METAL DECK

WITH L4x4x1/4 FRAMES AT ALL

OPENINGS IN ROOF SLABS (TYP.

AT ROOF LEVEL)

146 HARTFORD ROAD


860.646.2469

www.fando.com

4'

6' 2' 8'

SEALSEAL

SCALE:

DATUM:

PROJ. No.:

DATE:

GRAPHIC SCALE


J:\D

WG

\P

2014\1194\K

20\R

evit\20141194.K

20_C

EN

TR

AL_M

OD

EL_ktattersall.rvt



1/8" = 1'-0"

1

LEVEL 8

1/8" = 1'-0"

2

LEVEL 9

1/8" = 1'-0"

3

LEVEL 10

1/8" = 1'-0"

4

ROOF

NO FLOOR SLAB REPAIRS AT THIS LEVEL

NOTES:

REMOVE ALL VEGETATION AT ROOFS, INCLUDING ROOTS.

PATCH ALL HOLES IN ROOF WITH ROOFING CEMENT. REPLACE ALL DAMAGED

FLASHING ALONG PARAPETS.

HM-106

9/13/2019

LEVELS 8-ROOF HAZARDOUSMATERIALS ABATEMENT PLAN

ALTERNATE

ALTERNATE

CONTAINMENT #9

WINDOW #8

WINDOW #7



ENCLOSURE PER AWP.


remgrit shot tower stabilization

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