Shelton, Connecticut 06484 203.944.9424 tel | 203.944.6997 ...

Wiss, Janney, Elstner Associates, Inc.

2 Trap Falls Road, Suite 502

Shelton, Connecticut 06484

203.944.9424 tel | 203.944.6997 fax

www.wje.com

ENGINEERSARCHITECTSMATERIALS SCIENTISTS

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ADMINISTRATIVE SERVICES

BUILDING PRECAST PANEL

STABILIZATION

263 FARMINGTON AVENUE

FARMINGTON, CT 06030

UCONN HEALTH


FARMINTON, CT 06030

BID SET

2018.5248

1

6/5/2019

TMA

5/4/2019

As Noted

JML

COVERSHEET

C-000

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DescriptionMark Date

Project No.

Date

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Scale

Sheet Title

Sheet No.

Headquarters & Laboratories : Northbrook, IllinoisAtlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | DetroitHonolulu | Houston | Los Angeles | Minneapolis | New Haven | New York

Philadelphia | Princeton | San Francisco | Seattle | South Florida | Washington, D.C.

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THIS SHEET PLOTS FULL SIZE

AT 24x36 (INCHES)

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Consultants

Client

WJE Project Number:

WJE Wiss, Janney, Elstner Associates, Inc.Two Trap Falls Road, Suite 502Shelton, Connecticut 06484

2018.5248

SCOPE OF WORK - SUMMARY

Location Map

THE GENERAL SCOPE OF WORK INVOLVES LIFTING OF TWENTY (20) 30' LONG x 8' HIGH x 5"

THICK ARCHITECTURAL PRECAST CONCRETE PANELS TO ACCOMMODATE REMOVAL OF

EXISTING PLASTIC SHIMS AND INSTALLATION OF NEW STEEL SHIMS. ALL OF THE PRECAST

PANELS TO BE LIFTED FROM THE ROOF OR THE EXTERIOR.

IT IS ANTICIPATED THAT THIS WORK WILL BE ACCOMPLISHED THROUGH THE FOLLOWING

PROCEDURE:

1. LOCALLY REMOVE ROOF BASE FLASHINGS, ROOFING MATERIALS (ROOF MEMBRANE,

INSULATION, COVERBOARD), WOOD BLOCKING, AND CORRUGATED STEEL DECK TO

EXPOSE BEARING CONNECTIONS AT PRECAST PANELS. PERMIT WJE INSPECTION.

2. LIFT PRECAST PANELS FROM COLUMN CAPS AS REQUIRED TO ALLOW FOR REMOVAL

OF EXISTING PLASTIC SHIMS AND INSTALLATION OF NEW STEEL SHIMS.

3. ANCHOR NEW STEEL SHIM STACK TO EXISTING STRUCTURE.

4. REMOVE AND REPLACE METAL DECKING AND WOOD BLOCKING AS REQUIRED AT

PANEL BEARING LOCATIONS.

5. REINSTALL ROOFING MATERIALS. PROVIDE NEW BASE FLASHINGS AND PATCH ROOF.

263 FARMINGTON AVENUE, FARMINGTON, CT 06030

ADMINISTRATIVE SERVICES BUILDING -

PRECAST PANEL STABILIZATION

PROJECT LOCATION

GENERAL NOTES

· ALL WORK SHALL BE IN ACCORDANCE WITH THESE DRAWINGS DATED MAY 6, 2019.

· ALL WORK SHALL COMPLY WITH THE BUILDING CODES, RULES AND REGULATIONS

APPLICABLE IN THE MUNICIPALITY OF FARMINGTON, THE STATE OF CONNECTICUT

AND ANY OTHER AUTHORITY HAVING JURISDICTION.

· THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AT THE JOB SITE

PRIOR TO STARTING THE WORK, AND SHALL NOTIFY THE ARCHITECT/ENGINEER OF

ANY DISCREPANCIES, OMISSIONS, OR OTHER CONDITIONS WHICH MAY AFFECT THE

SCOPE OF WORK IMMEDIATELY, PRIOR TO BEGINNING REPAIRS IMPACTED BY THE

NOTED CONDITIONS. DO NOT SCALE DRAWINGS.

· THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, AND EQUIPMENT AS

REQUIRED TO COMPLETE THE WORK.

· THE CONTRACTOR SHALL PROVIDE SIDEWALK PROTECTION IN THE FORM OF

BARRICADES, PEDESTRIAN CANOPIES OR SIDEWALK SHEDS AS REQUIRED BY THE

OWNER AND/OR LOCAL ORDINANCES.

· ALL PERMITS TO BE SECURED BY OWNER. CONTRACTOR TO COMPLY WITH TERMS

OF PERMIT.

· THE CONTRACTOR SHALL PROPERLY PROTECT AND MAKE SAFE ADJACENT

PROPERTIES AND OWNER'S PROPERTY AS JOB CONDITIONS REQUIRE.

· UNANTICIPATED CONDITIONS OR DISTRESSED BUILDING ELEMENTS ENCOUNTERED

DURING THE COURSE OF THE WORK WHICH REQUIRE REPAIRS SHALL BE BROUGHT

TO THE ATTENTION OF THE ARCHITECT/ENGINEER AND THE OWNER. NO

ADDITIONAL WORK SHALL BE PERFORMED UNLESS APPROVED IN ADVANCE BY THE

OWNER.

· THE DRAWINGS AND SPECIFICATIONS ARE TO BE TAKEN IN THEIR ENTIRETY AND

AS A WHOLE. IF A DISCREPANCY IS FOUND BETWEEN THE DRAWINGS AND

SPECIFICATIONS, THE ARCHITECT/ENGINEER SHALL DETERMINE WHICH GOVERNS,

AS IS CONSISTENT WITH THE INTENT OF THE DESIGN.

· THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL SITE SAFETY AND

METHODS AND MEANS OF CONSTRUCTION. THE CONTRACTOR SHALL MAKE ANY

INSPECTIONS OR ANALYSIS NECESSARY TO VERIFY THAT EXISTING BUILDING

ELEMENTS HAVE ADEQUATE LOAD CAPACITY TO SUPPORT ANY REQUIRED FORCES

HE/SHE CHOOSES TO IMPOSE ON THEM.

· THE BUILDING SHALL REMAIN OCCUPIED DURING THE COURSE OF THE WORK AND

CONSTRUCTION RELATED ACTIVITIES SHALL BE THOROUGHLY COORDINATED WITH

THE OWNER AND SHALL NOT BLOCK EXISTING MEANS OF EGRESS OR PEDESTRIAN

WALKWAYS. WORK SHALL BE PHASED SO THAT SAFE ACCESS TO THE BUILDING IS

MAINTAINED AT ALL TIMES AND THAT BUILDING OPERATIONS ARE NOT DISTURBED.

· CONTRACTOR TO COORDINATE PHASING OF WORK WITH OWNER TO MINIMIZE

DISRUPTION TO BUILDING OCCUPANTS.

BID SET - Issued June 5, 2019

NOT FOR CONSTRUCTION

UConn Health Project Number: 19-603.01

INDEX OF DRAWINGS

Sheet Number Sheet Title

C-000 COVERSHEET

S-100 SITE PLAN

S-101 ROOF FRAMING PLAN

S-102 ENLARGED PLANS

S-200 NORTH AND EAST ELEVATION

S-201 WEST AND SOUTH ELEVATION

S-300 DETAILS

S-301 DETAILS

MATERIAL SPECIFICATION

· SEALANT JOINTS - DOW 790

· SELF TAPPING SCREWS - TEKS SELECT OR APPROVED EQUAL

· TEFLON COATED BEARING PLATE -FABREEKA SBX OR APPROVED EQUAL

· STEEL SHIMS - A36 STEEL

· ROOFING MATERIALS - FIRESTONE RUBBERGARD EPDM OR APPROVED EQUAL

ROOF HATCH

MAIN ENTRANCE TO BUILDING.

PROVIDE SAFE ACCESS TO

BUILDING THROUGHOUT REPAIRS

S-201

1

S-200

1

S-201

2

MAINTAIN SAFE ACCESS TO ALL

SIDEWALKS LEADING TO BUILDING.

S-200

2

TRUCK ACCESS TO LOADING DOCK

TO REMAIN OPEN AT ALL TIMES.

APPROXIMATE LOCATION OF UNDERGROUND FUEL

TANK. COORDINATE LOCATION WITH OWNER PRIOR

TO UTILIZATION HEAVY EQUIPMENT IN THIS AREA.

PROTECT EXISTING ROOFTOP EQUIPMENT AS

REQUIRED DURING CONSTRUCTION. NOTE THAT

ALL EQUIPMENT MUST REMAIN ONLINE. TYPICAL.

DOWLING WAY

ADMINISTRATIVE

SERVICES BUILDING

LOADING DOCK

PARKING

AREA

LOADING DOCK

PROTECT EXISTING EPDM ROOFING

MEMBRANE AS REQUIRED DURING

CONSTRUCTION ACTIVITIES.

FIRE EXIT FOR BUILDING.

MAINTAIN SAFE ACCESS AND

EGRESS AT ALL TIMES.

LIMIT PEDESTRIAN ACCESS TO

LANDSCAPED AREAS AROUND BUILDING AS

REQUIRED TO SAFELY PERFORM WORK.

BASIS OF DESIGN:

2018 CT STATE BUILDING CODE: CHAPTER 34

· WORK IS CLASSIFIED AS A REPAIR

· NO ALTERATIONS TO OCCUPANCY

· NO CHANGES TO GRAVITY OR LATERAL LOAD RESISTANCE OF STRUCTURE.

DEAD LOADS

· ROOF DEAD LOAD - 20 PSF UNIFORM

LIVE LOADS

· CONSTRUCTION LIVE LOADS - 20 PSF UNIFORM

· FACTORED JACKING LOAD - 10.7 KIPS ON COLUMN CAPS AT ENDS OF EACH

PANEL.

GENERAL NOTES:

1. CONTRACTOR LAYDOWN AREA ON ROOF TO BE DETERMINED. COORDINATE

WITH OWNER AND WJE.

2. LIMIT PEDESTRIAN ACCESS TO LANDSCAPED AREAS AROUND BUILDING AS

REQUIRED TO SAFELY PERFORM WORK.




203.944.9424 tel | 203.944.6997 fax

www.wje.com


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STABILIZATION



UCONN HEALTH


FARMINTON, CT 06030

BID SET

2018.5248

1

6/5/2019

TMA

5/4/2019

As Noted

JML

SITE PLAN

S-100

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Client

1SCALE: 1/16" = 1'-0"

SITE PLAN

N

W10X54 OUTRIGGERS

AT COLUMNS. TYP.

10'-0"

V.I.F.

10'-0"

V.I.F.

10'-0"

V.I.F.

LIFT PANELS TO ACCOMMODATE

REPLACEMENT OF SHIMS.

S-101

3

TYPICAL AT

COLUMNS

W21X50 SPANDREL BEAM

W12X55 COLUMN

WITH 3/4" CAP PLATE.

W12X55 COLUMN

WITH 3/4" CAP PLATE.

RECOMMENDED LIFTING POINT

RECOMMENDED LIFTING POINT

B

C

W18X35

W18X35

W18X35

W18X35

S-101

3

TYPICAL AT

COLUMNS

GENERAL NOTES:

· ALL WORK TO BE PERFORMED FROM BUILDING EXTERIOR.

· TOTAL WEIGHT OF PRECAST PANEL = ±18,000 LBS.

· SET FULCRUM FOR JACKING OF PRECAST PANEL FROM

EXISTING STRUCTURAL FRAMING. RECOMMENDED FULCRUM

POINTS ARE SHOWN. CONTRACTOR TO SUBMIT JACKING PLAN

FOR ENGINEER REVIEW.

· STRUCTURAL FRAMING PLAN BASED ON "UNIVERSITY OF

CONNECTICUT HEALTH CENTER ADMINISTRATIVE OFFICE

BUILDING 'D'" BY BURTON & VAN HOUTEN ENGINEERS, INC

DATED 12-12-1988. NOTIFY ENGINEER OF ANY DISCREPANCY

OBSERVED DURING CONSTRUCTION.

· PROVIDE JACKING PLAN AND PROCEDURE FOR A/E REVIEW

PRIOR TO PERFORMING ANY WORK.

LEGEND:

PANEL NUMBER

RECOMMENDED LOCATION FOR JACKING OF PRECAST PANELS.

LOCATIONS OF REMOVAL OF ROOFING MATERIALS AND

REPLACEMENT OF SHIMS.

#

±1" JOINT BETWEEN

ADJACENT PANELS.

REMOVE AND REPLACE

SEALANT JOINT AND

BACKER ROD

EXISTING W21X50 SPANDREL BEAM

EXISTING L6X4X3/8"

STEEL ANGLE WITH

DOWNTURNED LEG

6" HAUNCH

EXISTING BRACING BETWEEN

OUTRIGGER BEAMS - L3X3X1/4" STEEL

ANGLE WITH DOWNTURNED LEG

ANTICIPATED LIMIT OF

REMOVAL OF ROOFING

MATERIALS ±2'-0" V.I.F.

ANTICIPATED LIMIT OF

REMOVAL OF ROOFING

MATERIALS

±3'-0" V.I.F.

EXISTING LATERAL ANCHOR - L6X6X3/4"

STEEL ANGLE WITH UPTURNED LEG

S-300

3

LIFT PANELS TO ACCOMODATE REPLACEMENT

OF EXISTING SHIM STACK. SEE DETAIL 1/S-300

5" ARCHITECTURAL

PRECAST PANEL

ACCEPTABLE JACKING POINT FOR

PRECAST PANELS.

EXISTING 3/4" PLATE AT TOP OF COLUMN

FASTEN LOWEST (EXTENDED) SHIM TO L3X3

ANGLE WITH (4) 1/4" SELF TAPPING SCREWS.

EXISTING OUTRIGGER BEAM TO

SUPPORT PRECAST - W10X54

30

'-0

"

V.I.F

.

30

'-0

"

V.I.F

.

30

'-0

"

V.I.F

.

30

'-0

"

V.I.F

.

30

'-0

"

V.I.F

.

30'-0"

V.I.F.

30'-0"

V.I.F.

30'-0"

V.I.F.

30'-0"

V.I.F.

F

1 2 3 4 5 6

E

D

C

B

A

30'-0"

V.I.F.

S-101

2

LIFT ARCHITECTURAL PRECAST

PANEL TO ACCOMMODATE

REPLACEMENT OF SHIMS. EACH

PANEL IS SUPPORTED BY (2) SHIM

STACKS = 40 SHIM STACKS TOTAL.

S-200

2

S-200

1

S-201

2

S-201

1

DROPPED PRECAST PANEL TO BE

LIFTED BACK INTO ORIGINAL

POSITION.

#6 #7

#12

#20#19#18#17#16

#8 #9#10

#11

#13

#14

#15

#5

#4

#3

#2

#1

DATED 12-12-1988. NOTIFY ENGINEER OF ANY DISCREPANCY

OBSERVED DURING CONSTRUCTION.

· PROVIDE JACKING PLAN AND PROCEDURE FOR A/E REVIEW

PRIOR TO PERFORMING ANY WORK.




203.944.9424 tel | 203.944.6997 fax

www.wje.com


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UCONN HEALTH


FARMINTON, CT 06030

BID SET

2018.5248

1

6/5/2019

TMA

5/4/2019

As Noted

JML

ROOF FRAMING PLAN

S-101

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

ROOF FRAMING PLAN

N

2

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

FRAMING PLAN AT TYPICAL EDGE BAY

3SCALE: 1 1/2" = 1'-0"

BEARING CONNECTION AT COLUMN (PLAN)

6 5 4 3 2 1

SECOND FLOOR

EL. 331'-0"

FIRST FLOOR

EL. 318'-0"

THIRD FLOOR

EL. 344'-0"

ROOF

EL. 356'-6

1

2

"

8'-0"

V.I.F.

#20 #19 #18 #17 #16

S-300

3

TYP AT

COLUMNS

PRIMARY ENTRANCE TO BUILDING.

MAINTAIN SAFE ACCESS TO

BUILDING AT ALL TIMES.

LIFT PANEL TO ACCOMMODATE

REPLACEMENT OF SHIMS. TYP.

REPLACE SEALANT AND

BACKER ROD BELOW PRECAST

PANELS TO BE LIFTED. TYPICAL.

SEE DETAIL 3/S-301

REPLACE SEALANT AND BACKER ROD AT BOTH SIDES OF

ALL VERTICAL JOINTS BETWEEN PRECAST PANELS TO BE

LIFTED. SEE DETAIL 3/S-301. TYPICAL

6 5 4 3 2 1

SECOND FLOOR

EL. 331'-0"

FIRST FLOOR

EL. 318'-0"

THIRD FLOOR

EL. 344'-0"

ROOF

EL. 356'-6

1

2

"

8'-0"

V.I.F.

FIRE EXIT. MAINTAIN SAFE EGRESS AT

ALL TIMES DURING REPAIR WORK.

#5 #4 #3

#2

#1

S-300

3

TYP AT

COLUMNS

MAINTAIN TRUCK ACCESS TO

LOADING DOCK AT ALL TIMES.



DROPPED PRECAST PANEL TO BE LIFTED

BACK TO ORIGINAL POSITION.

REPLACE SEALANT AND



SEE DETAIL 3/S-301




LEGEND:


REPLACEMENT OF SHIMS

PANEL NUMBER

REPLACE SEALANT AND

BACKER ROD. SEE DETAIL

3/S-301.

NOTES:

· ALL WORK TO BE PERFORMED FROM

EXTERIOR OF BUILDING.

· TOTAL WEIGHT OF PRECAST PANEL =

±18,000 LBS

· MAINTAIN SAFE ACCESS TO BUILDING

AND ALL SIDEWALKS LEADING TO


#




203.944.9424 tel | 203.944.6997 fax

www.wje.com


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STABILIZATION



UCONN HEALTH


FARMINTON, CT 06030

BID SET

2018.5248

1

6/5/2019

TMA

5/4/2019

As Noted

JML

NORTH AND EAST

ELEVATION

S-200

1

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Sheet Title

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NO

RTH

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DEA

ST E

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0 1/2" 1" 2"

Consultants

Client

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

NORTH ELEVATION

2SCALE: 1/8" = 1'-0"

EAST ELEVATION

6 5 4 3 2 1

SECOND FLOOR

EL. 331'-0"

FIRST FLOOR

EL. 318'-0"

THIRD FLOOR

EL. 344'-0"

ROOF

EL. 356'-6

1

2

"

8'-0"

V.I.F.

#10 #9 #8 #7 #6

S-300

3

TYP AT

COLUMNS



REPLACE SEALANT AND



SEE DETAIL 3/S-301




654321

SECOND FLOOR

EL. 331'-0"

FIRST FLOOR

EL. 318'-0"

THIRD FLOOR

EL. 344'-0"

ROOF

EL. 356'-6

1

2

"

8'-0"

V.I.F.

#14 #13 #12 #11#15

S-300

3

TYP AT

COLUMNS

PRIMARY ENTRANCE TO BUILDING.

MAINTAIN SAFE ACCESS TO




REPLACE SEALANT AND



SEE DETAIL 3/S-301




LEGEND:


REPLACEMENT OF SHIMS

PANEL NUMBER

REPLACE SEALANT AND

BACKER ROD. SEE DETAIL

3/S-301.

NOTES:

· ALL WORK TO BE PERFORMED FROM

EXTERIOR OF BUILDING.

· TOTAL WEIGHT OF PRECAST PANEL =

±18,000 LBS

· MAINTAIN SAFE ACCESS TO BUILDING

AND ALL SIDEWALKS LEADING TO


#




203.944.9424 tel | 203.944.6997 fax

www.wje.com


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STABILIZATION



UCONN HEALTH


FARMINTON, CT 06030

BID SET

2018.5248

1

6/5/2019

TMA

5/4/2019

As Noted

JML

WEST AND SOUTH

ELEVATION

S-201

1

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Project


Project No.

Date

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Checked

Scale

Sheet Title

Sheet No.



© C

opyr

ight

201

8. A

ll rig

hts r

eser

ved.

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part

of th

is d

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ay b

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prod

uced

in a

ny fo

rm o

r by

any

mea

ns w

ithou

tpe

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from

Wis

s, Ja

nney

, Els

tner

Ass

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tes,

Inc.

(WJE

). W

JE d

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201

WES

T A

ND

SOU

TH E

LEV

ATI

ON

.dw

g


AT 24x36 (INCHES)

0 1/2" 1" 2"

Consultants

Client

2SCALE: 1/8" = 1'-0"

SOUTH ELEVATION

1

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

WEST ELEVATION

5" ARCHITECTURAL

PRECAST PANEL

6" WIDE HAUCH - CONTINUOUS

ACROSS PANEL LENGTH

EXISTING CAP PLATE ON

COLUMN - 14"X14"X3/4". TYPICAL

REMOVE EXISTING ROOFING MATERIALS

LOCAL TO BEARING POINTS AS REQUIRED TO

PERFORM REPAIR. REPLACE ALL MATERIALS

FOLLOWING REPAIR. SEE DETAIL #/S-300.

DROP CEILING AT INTERIOR

COLUMN - W12X55 TYPICAL

SPANDRAL BEAM -

W21X55 TYPICAL

8'-0"

V.I.F.

4'-3"

V.I.F.

3'-9"

V.I.F.

FIBERGLASS INSULATION AT INTERIOR

DISCRETE DOWNTURNED ANGLE AT

BEARING POINT - L4X6X3/8" X ± 18"

TYPICAL

CONTINUOUS ANGLE SPANNING BETWEEN

OUTRIGGERS - L3X3X1/4" TYPICAL.

OUTRIGGER BEAMS -

W10X54 TYPICAL.

LIFT PRECAST PANEL ONLY AS REQUIRED

TO LIFT OFF OF EXISTING SHIMS..

EXISTING LATERAL ANCHOR - L6X6X3/4" X ±14" WITH

1" THREADED ROD. TYPICAL. NOTIFY ENGINEER IF

ANCHORS ARE DISTRESSED.

EXISTING GRAVITY ANCHOR - ± 1 1/2" PLASTIC SHIMS. REMOVE

AND REPLACE WITH NEW STEEL SHIMS. SEE DETAIL 1/S-300.

REPLACE SEALANT

AND BACKER ROD,

SEE DETAIL 3/S-301

S-300

#

S-300

2

HAUNCH AT ARCHITECTURAL

PRECAST PANEL

REMOVE EXISTING PLASTIC SHIMS. PROVIDE NEW,

4"X4" CARBON STEEL SHIMS. PROVIDE 1" WELD (MIN.)

BETWEEN SUBSEQUENT LAYERS OF SHIMS . SIZE

SHIMS TO MINIMIZE NUMBER OF SHIMS REQUIRED.

PROVIDE TEFLON COATED

CARBON STEEL SHIM AT TOP.

TACK WELD TO SHIM STACK.

PROVIDE EXTENDED SHIM AT BOTTOM

OF STACK TO ALLOW FOR FASTENING

TO EXISTING STEEL ANGLE.

EXISTING L6X4X3/8" ANGLE

WITH DOWNTURNED LEG

EXISTING OUTRIGGER BEAM

MATCH TOTAL THICKNESS

OF

SHIM STACK WITH

EXISTING. ±1

1

2

" V.I.F.

NOTE: DO NOT FIELD WELD IN PLACE OR ON THE

ROOF UNLESS PROTECTION AND HOT WORK

PROCEDURES ARE SUBMITTED AND APPROVED BY

THE OWNER.

REMOVE EXISTING PLASTIC SHIMS.

PROVIDE NEW, 4"X4" CARBON STEEL

SHIMS. PROVIDE 1" WELD (MIN.)

BETWEEN SUBSEQUENT LAYERS OF

SHIMS. SIZE SHIMS TO MINIMIZE

NUMBER OF SHIMS REQUIRED.

PROVIDE TEFLON COATED

CARBON STEEL SHIM AT TOP.

TACK WELD TO SHIM STACK.

PROVIDE EXTENDED SHIM AT BOTTOM

OF STACK. PRE-DRILL HOLES AND

FASTEN TO EXISTING L3X3X1/4" WITH

1/4" SELF TAPPING SCREWS..


WITH DOWNTURNED LEG

MATCH TOTAL THICKNESS

OF

SHIM STACK WITH

EXISTING. ±1

1

2

" V.I.F.


WITH DOWNTURNED LEG

EXISTING FIBERGLASS INSULATION

EXISTING LATERAL ANCHOR

TO REMAIN IN PLACE.

MONITOR DURING JACKING

OPERATION.

EXISTING OUTRIGGER BEAM

PROVIDE LEVELING SHIM AS

REQUIRED

NOTE: DO NOT FIELD WELD IN PLACE OR ON THE

ROOF UNLESS PROTECTION AND HOT WORK

PROCEDURES ARE SUBMITTED AND APPROVED BY

THE OWNER.

MINIMUM 7"

MINIMUM 7"

PROVIDE NEW 12 GA. STEEL SPLICE

PLATE WITH (2) SELF DRILLING

SCREWS AT EACH TOP FLUTE.

FOLLOWING INSTALLATION OF

NEW SHIMS, REPLACE STEEL

DECK REMOVED DURING WORK.

REPLACE FASTENERS TO EXISTING

STRUCTURE TO MATCH EXISTING SIZE,

NUMBER, AND CONFIGURATION.

EXISTING STEEL DECK TO REMAIN.

EXISTING STRUCTURAL

FRAMING (BELOW)

EXISTING FASTENERS TO

EXISTING STRUCTURE.




203.944.9424 tel | 203.944.6997 fax

www.wje.com


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STABILIZATION



UCONN HEALTH


FARMINTON, CT 06030

BID SET

2018.5248

1

6/5/2019

TMA

5/4/2019

As Noted

CHECKED BY

DETAILS

S-300

1

A

1

2

2

3

3

4

4

5

5

6

6

7

7

8

8

B

C

D

E

F

A

B

C

D

E

F

Project


Project No.

Date

Drawn

Checked

Scale

Sheet Title

Sheet No.



© C

opyr

ight

201

8. A

ll rig

hts r

eser

ved.

No

part

of th

is d

ocum

ent m

ay b

e re

prod

uced

in a

ny fo

rm o

r by

any

mea

ns w

ithou

tpe

rmis

sion

from

Wis

s, Ja

nney

, Els

tner

Ass

ocia

tes,

Inc.

(WJE

). W

JE d

iscl

aim

s any

resp

onsi

bilit

y fo

r its

una

utho

rized

use

.

Plot

ted:

6/5

/201

9 5:

40 P

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riost

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File

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ON

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PA

NEL

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MA

)\Dra

win

gs\S

heet

s\A

-300

DET

AIL

S.dw

g


AT 24x36 (INCHES)

0 1/2" 1" 2"

Consultants

Client

3SCALE: 1" = 1'-0"

SECTION AT PRECAST PANEL AT COLUMN

1

SCALE: 6" = 1'-0"

NEW SHIM STACK (ELEVATION)

2

SCALE: 6" = 1'-0"

NEW SHIM STACK (SECTION)

4SCALE: 1" = 1'-0"

STEEL DECK SPLICE

LOOSE LAID EPDM ROOFING.

FOLLOWING REPLACEMENT OF

SHIMS, PATCH MEMBRANE PER

4/S-301.

GRAVEL BALLAST. DO NOT STOCKPILE IN A

MANNER THAT WOULD OVERLOAD ROOF.

EXPANDED POLYSTYRENE

INSULATION

COVERBOARD

STEEL DECKING

TERMINATION BAR, REPLACE

PER DETAIL 2/S-301 AT

REMOVAL AREA

WOOD BLOCKING. REMOVE

AND REPLACE AS REQUIRED.

ARCHITECTURAL PRECAST WALL

PANEL. REPLACE SEALANT AND

BACKER ROD BETWEEN PANELS.

NOTE: FOLLOWING

REPLACEMENT OF SHIMS,

REPLACE ALL REMOVED

ROOFING MATERIALS AND

PATCH ROOF.

JOINT

WIDTH (W)

SEALANT

DEPTH (D)

BACKER ROD

DIAMETER

1

4

"

1

4

"

3

8

"

3

8

"

1

4

"

1

2

"

1

2

"

1

4

"

5

8

"

5

8

"

1

4

" -

3

8

"

3

4

"

3

8

" -

1

2

"

1"

7

8

"

1

1

4

"

1"

1

1

4

"

1

1

4

"

1

2

"

1

1

2

"

1

1

2

"

2"

3

4

"

3

8

" -

1

2

"

3

8

" -

1

2

"

1

2

"

SEALANT DEPTH AND BACKER ROD DIAMETER (BUTT JOINT) SHALL BE BASED ON THE FOLLOWING TABLE:

B

W

D

PROVIDE CONCAVE JOINT. TOOL

SEALANT TO ELIMINATE AIR

POCKETS AND TO PROVIDE

CONTACT OF SEALANT TO SIDES

OF JOINT

BACKER ROD

BUTT JOINT:

NOTES:

1. BOND LINE (B) - MIN. 3/8" ON CONCRETE; MIN. 1/4" ON METAL OR

GLASS

2. SEALANT DEPTH (D) - MIN. 1/4"

3. TOOL SEALANT TO ELIMINATE AIR POCKETS AND TO PROVIDE

CONTACT OF SEALANT TO SIDES OF JOINT. PROVIDE

"HOURGLASS" PROFILE WHERE POSSIBLE (B>D)

4. CLEAN AND PREPARE SURFACE ACCORDING TO

MANUFACTURER REQUIREMENTS.

S.S. TERMINATION BAR WITH S.S.

FASTENERS AT 8" O.C. APPLY

WATER CUT-OFF MASTIC BEHIND

EPDM UNDER TERMINATION BAR.

SEALANT

EPDM MEMBRANE

BONDING ADHESIVE

EXISTING SUBSTRATE

EXISTING LOOSE LAID EPDM

MEMBRANE

PROVIDE NEW REINFORCED 90 MIL

FIRESTONE RUBBERGARD EPDM

MEMBRANE AT REMOVAL AREA.

3" MIN.

FIRESTONE QUICKSEAM SPLICE

TAPE OR APPROVED EQUAL. CLEAN

AND PRIME BOTH SIDES OF EPDM

MEMBRANE PER MANUFACTURER

INSTRUCTIONS.

LAP SEALANT




203.944.9424 tel | 203.944.6997 fax

www.wje.com


I

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B

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-

N

O

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C

O

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S

T

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U

C

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STABILIZATION



UCONN HEALTH


FARMINTON, CT 06030

BID SET

2018.5248

1

6/5/2019

TMA

5/4/2019

As Noted

JML

DETAILS

S-301

1

A

1

2

2

3

3

4

4

5

5

6

6

7

7

8

8

B

C

D

E

F

A

B

C

D

E

F

Project


Project No.

Date

Drawn

Checked

Scale

Sheet Title

Sheet No.



© C

opyr

ight

201

9. A

ll rig

hts r

eser

ved.

No

part

of th

is d

ocum

ent m

ay b

e re

prod

uced

in a

ny fo

rm o

r by

any

mea

ns w

ithou

tpe

rmis

sion

from

Wis

s, Ja

nney

, Els

tner

Ass

ocia

tes,

Inc.

(WJE

). W

JE d

iscl

aim

s any

resp

onsi

bilit

y fo

r its

una

utho

rized

use

.

Plot

ted:

6/5

/201

9 5:

40 P

M b

y A

riost

o, T

im

File

Nam

e: P

:\201

8\20

18.5

xxx\

2018

.524

8.0

- UC

ON

N H

EALT

H P

REC

AST

PA

NEL

S (T

MA

)\Dra

win

gs\S

heet

s\S-

301

RO

OFI

NG

DET

AIL

S.dw

g


AT 24x36 (INCHES)

0 1/2" 1" 2"

Consultants

Client

1SCALE: 1 1/2" = 1'-0"

EXISTING ROOFING SYSTEM

3

SCALE: 3" = 1'-0"

SEALANT JOINT REPAIR

2SCALE: 1' = 1'-0"

TERMINATION BAR

4

SCALE: 3" = 1'-0"

TIE IN TO EXISTING ROOF

Shelton, Connecticut 06484 203.944.9424 tel | 203.944.6997 ...

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Transcript of Shelton, Connecticut 06484 203.944.9424 tel | 203.944.6997 ...