VA242-17-B-0803-017.pdf

PDF 3 MB Posted Jan 26, 2018

Attached to: MASONRY UPGRADES B36 Federal contract opportunity
Solicitation number: VA24217B0803
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 2

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VA242-17-B-0803 S02 Drawings.pdf

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PROJECT NO. 528A5-17-517

CANANDAIGUA, NEW YORK 14424

V.A. MEDICAL CENTER

B36 BRICK REPAIR

T-1

COVER SHEET

Date

Project No.

528A5-17-532

6/24/2017

DrawnChecked

Dwg. Of

V A

Date

Drawing Title

Approved: Chief Engineer

Date

Approved: Medical Center Director

Date

Approved: Space Owner

Approved: Fire Chief Date

Approved: Industrial Hygienist Date

Approved: Safety Officer Date

B36 BRICK REPAIR

Project Title

Location

Building No.

CANANDAIGUA, NEW YORK

Date

CODES & O.S.H.A.

N.F.P.A., NATIONAL, STATE AND CITY

ALL WORK TO BE IN ACCORDANCE WITH

Approved: Infection Control Mgr.

Date

Approved: Chief Security

DateRevisions

Approved: Info. Sys.

Approved: Women's Health Rep

Approved: Interior Designer

Approved: A.F.G.E.

SHEETSYMBOL TITLE

LIST OF DRAWINGS

A-1

DETAIL MARKER

SECTION MARKER

BUILDING SECTION MARKER

INTERIOR ELEVATION MARKER

ROOM DESIGNATION

DOOR TAG

WINDOW AND LOUVER TAG

NORTH ARROW

C A

N O

SHEET NUMBER

DETAIL NUMBER

SECTION NUMBER

SHEET NUMBER

SECTION NUMBER

COLUMN TAG

ELEVATION NUMBER

SHEET NUMBER

WINDOW/LOUVER NUMBER

DOOR NUMBER

ROOM NAME

ROOM NUMBER

COLUMN No.

PARTITION TYPE

AB ANCHOR BOLT

AC AIR CONDITIONING

ACT ACOUSTICAL CEILING TILE

ADDL ADDITIONAL

ADJ ADJUSTABLE

AFF ABOVE FINISH FLOOR

ALT ALTERNATE

AL ALUMINUM

ARCH ARCHITECTURAL

ASPH ASPHALT

B/ BOTTOM of

BD BOARD

BL BUILDING LINE

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BP BEARING PLATE

BR BEDROOM

BSMT BASEMENT

BTWN BETWEEN

BRG BEARING

CB CATCH BASIN

CC CENTER TO CENTER

CEM CEMENT

CG CORNER GUARD

CJ CONSTRUCTION JOINT or CONTROL JOINT

CLG CEILING

CMU CONCRETE MASONRY UNIT

COL COLUMN

COMP COMPACT(ED)

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

COORD COORDINATE

CPT CARPET

CRS COURSE

CT CERAMIC TILE

D DEEP/ DEPTH

DBL DOUBLE

DET DETAIL

DF DOUGLAS FIR

DIA DIAMETER

DIM DIMENSION

DTL DETAIL

DW DISHWASHER

DWG DRAWING

EA EACH

EL ELEVATION

ELEC ELECTRIC

ELEV ELEVATION

EQ EQUAL

EW EACH WAY

EXT EXTERIOR

EXG EXISTING

FBGL FIBERGLASS

FD FLOOR DRAIN

FFE FINISH FLOOR ELEVATION

FIN FIN

FLR FLOOR

FNDN FOUNDATION

FP FIREPLACE

FR FAMILY ROOM

FTG FOOTING

GC GENERAL CONTRACTOR

GL GLASS

G&N GLUE and NAIL

GWB GYPSUM WALL BOARD

GP GYPSUM

H HIGH

HC HOLLOW CORE

HDR HEADER

HDW HARDWARE

HGT HEIGHT

HM HOLLOW METAL

HORZ HORIZONTAL

H.P. HIGH POINT

H.R. HANDRAIL

HW HOT WATER

INS INSULATION

INT INTERIOR

JAN. JANITORIAL

JST JOIST

JT JOINT

K KITCHEN

LF LINEAR FEET

LH LEFT HAND

LOC LOCATION

LVL LAMINATED VENEER LUMBER

MAT MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFGR MANUFACTURER

MH MAN HOLE

MIN. MINIMUM

MO MASONRY OPENING

MTL METAL

NIC NOT IN CONTRACT

NTS NOT TO SCALE

OC ON CENTER

OHD OVERHEAD DOOR

OPNG OPENING

PL PLATE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT (D) PAINT (-ED)

PWD PLYWOOD

RA RETURN AIR

RD ROOF DRAIN

REF REFERENCE

REINF REINFORCING

REQ'D REQUIRED

RH RIGHT HAND

RM ROOM

RO ROUGH OPENING

R/S ROUGH SAWN

SC SOLID CORE

SCWD SOLID CORE WOOD DOOR

SD SMOKE DETECTOR

SF SQUARE FEET

SFLR SUB-FLOOR

SIM SIMILAR

SL SLOPE

SOG SLAB-ON-GRADE

SPEC SPECIFICATIONS

STL STEEL

STR STRUCTURAL

SV SHEET VINYL FLOORING

T TOILET

T/ TOP OF

TH THICK/ THICKNESS

T&G TONGUE & GROOVE

TOF TOP OF FOOTING

TOS TOP OF STEEL

TOW TOP OF WALL

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VB VAPOR BARRIER

VCT VINYL COMPOSITION TILE

VERT VERTICAL

W WIDE/ WIDTH

W/ WITH

WC WATER CLOSET

WD WOOD

WIND. WINDOW

WWM WELDED WIRE MESH

Date

Approved: Logistics Manager.

Date

Approved: Energy Engineer Date

Date

Approved: Electric Shop Foreman Date

COVER SHEET

NORTH AND SOUTH ELEVATIONS

STAIR AND SE END ELEVATIONS

DETAIL DRAWINGS

T-1 A-1 A-2 D-1

A-100 2

ROOM

A-100

CAMPUS SITE PLAN

VAMC Canandaigua

NOT TO SCALE

PARKING

WATER TOWER

PARKING

P A

R K

PARKING

Approved: Utilities Foreman

Approved:

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ABBREVIATIONS AND SYMBOLS

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AutoCAD SHX Text T-28

AutoCAD SHX Text T-29

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COURTYARD 1

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COURTYARD 2

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EAST STREET

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GOLF

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FORT HILL

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SONNENBERG

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NORTH

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COURSE

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GARDENS

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AVENUE

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COURSE

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GOLF

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STREET

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CHAPEL

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PARK

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EXERCISE

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EAST STREET

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94 GARAGE (SCHOOL LEASE)

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80 S.T.P. CONTROL HOUSE

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73 (SCHOOL LEASE)

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39 ENGINEERING STORAGE

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37 FORMER PATIENT CARE, IS

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36 FORMER PATIENT CARE, DAY TREATMENT CENTER

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34 SPD, A&MMS, DAYCARES, NETWORK STORAGE

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14 VACANT

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13 EMERGENCY GENERATOR

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5 AUDITORIUM, RECREATION SVC.

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NO. BUILDING SCHEDULE

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4 ADMINISTRATIVE, CANTEEN

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18 (SCHOOL LEASE)

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1 OUTPATIENT SERVICES, MAIN ADMIN

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2 MAIN KITCHEN & DINING RM., OUTPT PHARM

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3 GEC OFFICES, PATIENT CARE

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6 SUBSTANCE ABUSE OFFICES, EMS

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7 NHCU, VOLUNTARY SVC., HRMS

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9 PATIENT CARE/DOM, LIBRARY, MAIL RM.

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11 WAREHOUSE

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12 BOILER PLANT

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16 FIRE STATION, GARAGE, GROUNDS MTN.

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24 VALOR HEADQUARTERS

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33 PATIENT CARE NHCU, INPATIENT PHARMACY

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40 GATE HOUSE

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41 OUTDOOR FIREPLACE

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42 STONE GRANDSTAND

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48 GARAGE

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70 MISCELLANEOUS STORAGE

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81 SLUDGE DIGESTORS

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82 SLUDGE BED

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76 STORAGE

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8 NHCU, ADULT DAYCARE

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10 LAUNDRY

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20 VA POLICE

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75 OIL HOUSE

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77 STORAGE

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136 PAVILION BY 36/37

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135 REGULATED MEDICAL WASTE STORAGE

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134 VAVS PAVILION BY B.7

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133 ENGINEERING STORAGE

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132 TRASH HUT - B.14

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130 BACKFLOW PREVENTOR

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129 TRASH HUT - B.1

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128 500,000 GALLON ELEVATED WATER TANK

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127 TRASH HUT - B.34

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125 TRASH HUT - B.36/37

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124 TRASH HUT - B.6

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123 TRASH HUT - B.8

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122 OIL STORAGE TANKS

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121 SWITCHGEAR

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118 ENGINEERING SHOPS & OFFICES

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117 GREENHOUSE DTC

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113 PATIENT'S TOILET, COURT 2

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112 PATIENT'S TOILET, COURT 1

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111 TRANSFORMERS X-RAY B.1

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109 AERATION TANKS

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108 PRIMARY TANKS

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106 TRICKLING FILTER

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105 SECONDARY TANKS

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T28 STORAGE - Q-HUT

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T29 STORAGE - Q-HUT

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107 PUMP HOUSE S.T.P.

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110 PAVILION COURT 2

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114 PAVILION COURT 2

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115 RECREATION STORAGE, COURT 1

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120 FIRE PUMP BLDG., BKFLOW PREVENTOR

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126 TRASH HUT - T-HOUSE - B.3/9/33

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131 FLAMMABLE STORAGE

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137 CHILLER PLANT @ B.7/8

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SMOKING SHELTERS, B.1/3/6/36

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PROJECT LOCATION

V A

Scale: AS SHOWN

A-1

Date

Project No.

528A5-17-517

6/24/2017

DrawnChecked

Dwg. Of

Date

Drawing Title

Approved: Chief Engineer

Date

Approved: Medical Center Director

Project Title

Location

Building No.

CANANDAIGUA, NEW YORK

DateRevisions

B36 BRICK REPAIR

36 TH

South and North Elevations

2 4

Replace Brick Bldg. 36

South Elevation 1/4"=1'

Replace Brick Bldg. 36

North elevation 1/4"=1'-0"

Replace Brick Bldg. 36

Work Location

REMOVE SLIT/SPALLING/SHEARED BRICK

BELOW TERRA COTTA CAP. REPLACE WITH

NEW. TUCK POINTED NEW JOINTS SHALL MATCH

EXISTING IN WIDTH, COLOR AND CONSISTENCY.

REINSTALL EXISTING TERRA COTTA CAP AFTER

BRICK HAS BEEN REPAIRED/REPLACED.

APPROX. 60 SQ. FT PER PILASTER(2) and 60 SQ. FT

ON BUILDING CORNER SECTION.

REMOVE SLIT/SPALLING/SHEARED BRICK

BELOW TERRA COTTA CAP TO STRUCTURAL

ROOF DECK ON INTERIOR PARAPET. REMOVE

AND REUSE TERRA COTTA AFTER NEW PARAPET

BUILT. INSTALL NEW FLASHING AND POINT TO

MATCH EXISTING. (APPROX 75 SQ. FT)

(SEE DETAIL 1 ON DRAWING D-1 FOR PARAPET DETAILS AND

DETAIL 2 ON DRAWING D-1 FOR ANCHOR DETAILS)

REMOVE SLIT/SPALLING/SHEARED BRICK

BELOW TERRA COTTA CAP. REPLACE WITH

NEW. TUCK POINTED NEW JOINTS SHALL MATCH

EXISTING IN WIDTH, COLOR AND CONSISTENCY.

REINSTALL EXISTING TERRA COTTA CAP AFTER

BRICK HAS BEEN REPAIRED/REPLACED.

(APPROX. 60 SQ. FT PER PILASTER (2) )

(SEE DETAIL 2 ON DRAWING D-1 FOR

ANCHOR DETAILS AND DETAIL 3 ON

DRAWING D-1 FOR PILASTER DETAILS)

REMOVE SLIT/SPALLING/SHEARED BRICK

BELOW TERRA COTTA CAP TO STRUCTURAL

ROOF DECK ON INTERIOR PARAPET. REMOVE

AND REUSE TERRA COTTA AFTER NEW PARAPET

BUILT. INSTALL NEW FLASHING AND POINT TO

MATCH EXISTING. (APPROX 75 SQ. FT)

(SEE DETAIL 1 ON DRAWING D-1 FOR

PARAPET DETAILS AND DETAIL 2 ON

DRAWING D-1 FOR ANCHOR DETAILS)

REMOVE SLIT/SPALLING/SHEARED BRICK

BELOW TERRA COTTA CAP. REPLACE WITH

NEW. TUCK POINTED NEW JOINTS SHALL MATCH

EXISTING IN WIDTH, COLOR AND CONSISTENCY.

REINSTALL EXISTING TERRA COTTA CAP AFTER

BRICK HAS BEEN REPAIRED/REPLACED.

(APPROX. 60 SQ. FT PER PILASTER(2) and 60 SQ. FT

ON BUILDING CORNER SECTION.)

SEE DRAWING DETAIL 2 ON DRAWING D-1 FOR

ANCHOR DETAILS AND DETAIL 3 ON

DRAWING D-1 FOR PILASTER DETAILS)

A-1

A-2

A-1

A-2

PE1

A-2

PS1

REMOVE SLIT/SPALLING/SHEARED BRICK

BELOW TERRA COTTA CAP. REPLACE WITH

NEW. TUCK POINTED NEW JOINTS SHALL MATCH

EXISTING IN WIDTH, COLOR AND CONSISTENCY.

REINSTALL EXISTING TERRA COTTA CAP AFTER

BRICK HAS BEEN REPAIRED/REPLACED.

(APPROX. 60 SQ. FT PER PILASTER (2) )

(SEE DETAIL 2 ON DRAWING D-1 FOR

ANCHOR DETAILS AND DETAIL 3 ON

DRAWING D-1 FOR PILASTER DETAILS)

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NORTH

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AutoCAD SHX Text %%uSECOND FLOOR PLAN

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NOTE: SECTIONS ENCLOSED IN BLUE CIRCLED AREAS ( ) OR RED HATCHED AREAS ( ) ARE INCLUDED IN SCOPE OF THE PROJECT.

V A

A-2

Date

Project No.

528A5-17-517

6/24/2017

DrawnChecked

Dwg. Of

Date

Drawing Title

Approved: Chief Engineer

Date

Approved: Medical Center Director

Project Title

Location

Building No.

CANANDAIGUA, NEW YORK

DateRevisions

B36 BRICK REPAIR

36 TLH

Stair and SE End Elevations

3 4

Brick Replacement Locations

Main Entrance - East Elevation 3/8"=1'

Brick Replacement Locations

Building Entrance - South Elevation 3/8"=1'

Brick Replacement Locations

NTS

Brick Replacement Locations

SouthEast Wing - East Elevation 3/16"=1'

REMOVE SLIT/SPALLING/SHEARED BRICK

ON CHEEK WALLS TO EXISTING FOOTING

BASE. (APPROX. 75 SQ. FT EACH SIDE TYPICAL)

REINSTALL NEW FLASHING/WEEPS AND BRICK AS

SHOWN IN DETAIL 6 ON DRAWING D-1.

REMOVE ALL TERRA COTTA STAIR RAIL CAPS CAREFULLY

(APPROXIMATELY 15 LINEAR FEET PER SIDE) AND SET ASIDE

FOR RE-INSTALLATION. (BOTH SIDES TYPICAL)

REPAIR/REPLACE ANY SECTIONS THAT ARE NOT SOUND

(SEE CHEEK WALL DETAIL 6 ON DRAWING D-1)

REMOVE ALL GRANITE STAIR SECTIONS CAREFULLY (10) AND SET ASIDE

FOR RE-INSTALLATION. REMOVE RUST STAINS OR ROTATE GRANITE

OVER TO OPPOSITE SIDES (BOTTOM) IF SURFACE IS CLEAN

AND SMOOTH. (SEE DETAILS 4 AND 5 ON DRAWING D-1 FOR EXISTING

FOOTING/STAIR PLACEMENT.)

REMOVE ANY SPLIT/SPALLING/SHEARED BRICK AND REPLACE/REPOINT

AS NEEDED ON PILASTERS/CORNERS AND BRICK SECTIONS ABUTTED TO

TERRA COTTA. (APPROX. 50 SQ. FT PER SIDE)

REMOVE ANY SPLIT/SHEARED/SPALLING BRICK ON ENTRANCE PARAPET.

REPLACE/REPOINT AS NEEDED. (APPROX. 100 SQ. FT TOTAL ALL SIDES) .

REMOVE SLIT/SPALLING/SHEARED BRICK

ON NORTH AND SOUTH ENTRANCE WALLS/PILASTERS

AND CORNER SECTIONS. (APPROX. 200 SQ. FT EACH SIDE TYPICAL)

TUCK POINT AND INSTALL DOVETAIL ANCHORS/WEEPS AS

SHOWN IN DETAIL. REPAIR/REPLACE SPALLED/SPLIT/ CRACKED

TERRA COTTA SECTIONS ON NORTH AND SOUTH ENTRANCE

WALLS. (SEE ANCHOR DETAIL 2 ON DRAWING D-1. )

REPAIR/REPLACE SPLIT/SPALLED/CRACKED TERRA COTTA

ON ENTRANCE ARCHWAY. .

REMOVE TERRA COTTA STAIR BASE SECTIONS AND GRANITE BASES.

SET ASIDE FOR RE-INSTALLATION. .

REMOVE SLIT/SPALLING/SHEARED BRICK

BELOW TERRA COTTA CAP TO STRUCTURAL

ROOF DECK ON INTERIOR PARAPET. REMOVE

AND REUSE TERRA COTTA AFTER NEW PARAPET

BUILT. INSTALL NEW FLASHING AND POINT TO

MATCH EXISTING. (SEE DETAIL 1 ON DRAWING

D-1 FOR PARAPET DETAILS) (APPROX 75 SQ. FT)

D-1

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NOTE: SECTIONS ENCLOSED IN BLUE CIRCLED AREAS ( ) OR RED HATCHED AREAS ( ) ARE INCLUDED IN SCOPE OF THE PROJECT.

V A

Scale: ########

D-1

Date

Project No.

528A5-17-517

6/24/2017

DrawnChecked

Dwg. Of

Date

Drawing Title

Approved: Chief Engineer

Date

Approved: Medical Center Director

Project Title

Location

Building No.

CANANDAIGUA, NEW YORK

DateRevisions

B36 BRICK REPAIR

36 TLH

Detail Drawings- B36

4 4

GENERAL NOTES:

ROOFING

1. Protect existing roofing. Maintain weather proof barriers to building.

Provide temporary weatherproofing barriers during the work.

2. Remove and replace flashing at roof at all locations.

Reinstall new flashing, counter-flashing and term bars.

Provide new masonry pointing at new flashing. Provide original manufactures certification for all roofing and flashing upon completion.

3. Furnish and install new copper cap flashing equal to existing as shown.

4. Coordinate with tuck point rework.

TUCK POINTING

1. Tuck point all interior parapet walls. Include all terra cotta masonry joints at interior and exterior cap and crenellations.

2. Tuck point ALL sections of building as described in Drawings/details

Include window headers and sill. Include louvers.

3. Brick with deteriorated or spalled facing shall be replaced.

Cracked brick shall be replaced.

4. Tuck point all elevations on sections of building as described in drawings. Include window headers and sill. Include louvers.

Handrails

1. Contractor will be required to install new stainless steel handrail sections in center of stairway from top landing to bottom landing. Handrails will be 36" above treads for ADA compliance and must be fastened securely to stair sections with stainless steel hardware and caps.

SAFETY

1. Contractor shall provide chain link fencing in areas surrounding repair work for duration of project.

2. Contractor shall restrict entrance to work site from interior entrances for duration of the project.

PARAPET DETAIL

NTS

BRICK ANCHOR DETAIL

NTS

ORIGINAL FINISHED STAIR DETAIL

NTS

REMOVE TERM BAR AND EPDM MEMBRANE TO

STRUCTURAL DECK. REMOVE/REPLACE DAMAGED

BRICK AND REPOINT TO MATCH SURROUNDING.

AREAS TO BE REPOINTED SHALL BE CUT IN OR

REMOVED AT A MINIMUM OF 34" PAST THE BRICK FACE

ON JOINTS TO ALLOW ADHESION OF NEW MORTAR.

REPLACE TERM BAR AND SECURE 8" O.C. LAP SEAL

TO ENSURE WATERPROOF BARRIER

REMOVE/REPLACE BRICK SECTIONS

THAT ARE CRACKED, SPALLED,

CHIPPED ETC. TO WINDOW HEADER

COURSE BELOW PARAPET (TYP)

INSTALL DURAWALL BETWEEN BRICK COURSES

WHERE HEADER COURSE NOT EXISTING.

(2' O.C. VERTICALLY.)

REMOVE TERRA-COTTA CAP PRIOR TO BRICK REPAIR.

REINSTALL CAP AFTER BRICK REPAIR COMPLETED.

(ALL SECTIONS)

INSTALL BRICK TIES EVERY 2' VERTICALLY O.C.

FOR PILASTERS (TYP)

REMOVE/REPLACE BRICK ON PILASTER BELOW TERRA-COTTA CAP.

REPAIR AND REPLACE BRICK AND REINSTALL CAP AFTER BRICK WORK

COMPLETED. (ALL SECTIONS)

PILASTER DETAIL

1/16"=1'-0"

EXISTING EPDM ROOF MEMBRANE

EXISTING POLYISO INSULATION

INSTALL NEW FLASHING UNDER TERRA COTTA

CAP SECTIONS BEFORE RE-INSTALLING. (TYP)

REMOVE SLIT/SPALLING/SHEARED BRICK

ON CORNER SECTIONS OF BUILDING.

TUCK POINTED NEW JOINTS SHALL MATCH

EXISTING IN WIDTH, COLOR AND CONSISTENCY.

INSTALL STAINLESS STEEL DOVETAIL

ANCHORS 24" O.C. HORIZONTALLY

AND 24" O.C. VERTICALLY ON ALL

SECTIONS REQUIRING DOVETAIL

ANCHORS. (STAGGERED SEAM)

24"

EXISTING STAIR SECTION

NTS

INSTALL NEW CORRUGATED

VINYL WEEPS 4' OC BELOW

CAP AND ABOVE BASE

FLASHING ALL SIDES (TYP)

NEW STAINLESS STEEL DOVETAIL

WALL ANCHOR. INSTALL VERTICALLY

2' OC AND 4' OC HORIZONTALLY.(TYP)

ROLLED COPPER FLASHING.

ATTACH TO FOOTING AND

ROLL UNDER BRICK AND

OVER FACE BELOW BOTTOM

WEEP. (TYP)

INSTALL NEW MORTAR NET ALL

SIDES. (TYP)

NEW STAINLESS STEEL DOVETAIL

WALL ANCHOR. INSTALL VERTICALLY

2' OC AND 4' OC HORIZONTALLY.(TYP)

1" AIR GAP BETWEEN BRICK

AND CONCRETE STAIR WALL

EXISTING CONCRETE FOOTING

GRANITE STAIRS

CHEEK WALL/STAIR BRICK DETAIL

NTS

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EXISTING STRUCTURE

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Sheets and Views

brick repair 36 phase 2-xTitle

FRONT SOFFIT

brick repair 36 phase 2-A-1

brick repair 36 phase 2-A-2

brick repair 36 phase 2-D-1

File details come from the government source that posted it.