ADDENDUM # TO CONTRACT DOCUMENTS FOR: …operations-webapps.missouri.edu/pdc/adsite/projects...Page 3 of 4 . 4: Color: As selected by Architect from standard colors . 5. Products:

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December 5, 2016 ADDENDUM #1 TO CONTRACT DOCUMENTS FOR: Project #CP161171 – Clydesdale CPET/ Rad Isolation ADVERTISEMENT DATE: November 22, 2016 PREPARED FOR: The Curators of the University of Missouri CONSULTANT: Planning, Design & Construction University of Missouri 130 General Services Building (573) 882-6800 The contract documents for the above noted project and the work covered thereby and herein modified. GENERAL INFORMATION:

1) CLARIFICATION: The construction estimate amount is being adjusted $200,050 - $221,175.

2) CLARIFICATION: The work area is within a working veterinary hospital. All care shall be made to ensure surrounding areas functioning without outage, or undue disturbance. Planned outages shall be scheduled for early mornings, evenings, or weekend hours with a minimum of 72 hours’ notice provided to the Owner’s Representative.

3) CLARIFICATION: Owner provided Phase 1 work will include the installation of exhaust

ducts through Phase 2 project areas which will exit out the east building façade. This work will require coordination and scheduling efforts by both parties. Individuals representing Construction Services will be present at the pre-construction meeting to initiate this coordination effort.

4) CLARIFICATION: Following substantial completion all contractor access in and out of

the project area for punchlist work shall be coordinated and access granted through the Owner’s Representative.

5) CLARIFICATION: Block cleaning and painting mock-up approvals on each type of sub-straight shall be required to proceed with finish coatings. Work which is not in conformance with specifications and owner approvals will require addition prep prior to finishes installations at the direction of the Owner’s Representative and Design Consultant.

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CHANGES TO PROJECT MANUAL: 1) Architectural Seal Page: DELETE sheet in its entirety and REPLACE with the attached

revised sheet. 2) Specification Section 1.A, Bid for Lump Sum Contract: A REVISED “Bid for Lump Sum

Contract” is attached. Revisions have been made to paragraph 3.b.: Bid Pricing. BIDS MUST BE SUBMITTED ON THE ATTACHED REVISED FORM.

3) CLARIFICATION: Alternate #2 provides for the installation of an epoxy floor finish. Base

bid requirements shall be a waterproofing concrete admixture. 4) Specification Section 1.E, Special Conditions, Paragraph 2.c.2: DELETE paragraph in its

entirety and REPLACE with the following:

(2) Demolition shall consist of CMU and concrete slab removal, pit cap cutting & M/E alterations as shown on drawings.

5) Specification Section 1.E, Special Conditions, Paragraph 2.c.3: DELETE paragraph in its


(3) Architectural work shall consist of a new slab, trench, CMU walls, doors and casework. 6) Specification Section 1.E, Special Conditions, Paragraph 2.c.4: DELETE paragraph in its

entirety and REPLACE with the following: (4) Structural work shall consist of plumbing tank support rack. 7) Specification Section 1.E, Special Conditions, Paragraph 7.h: ADD the following in its

entirety:

h. Provide temporary dust partitions for work adjacent to public and service corridors. 8) Specification Section 1.H, Alternates: DELETE page in its entirety and REPLACE with the

attached. 9) Specification Section 03 3006, Waterproofing Admixture for Cast in Place concrete: ADD the

attached section in its entirety: 10) Specification Section 09 6700, Fluid Applied Flooring: DELETE paragraph 2.02 in its


2.02 MATERIALS A. Fluid- Applied Flooring: Trowel Applied Resin (flooring and base)

1. Thickness: 3/16 inch, nominal, when dry 2. Texture: Slip Resistant, with translucent aggregates. 3. Sheen: Matte. (confirm with samples)

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4: Color: As selected by Architect from standard colors 5. Products:

a. Desco Quartz Cremona OR Series :800-373-8128 b. Or approved equal.

B. Fluid- Applied Flooring: Trowel Applied Resin (trench walls and floor) 1. Thickness: 15 mils, nominal, when dry 2. Texture: Slip Resistant. 3. Sheen: Matte. (confirm with samples)

4: Color: As selected by Architect from standard colors 5. Products:

a. Sherwin Williams Armorseal 100% solids epoxy: www.protective.sherwinwilliams.com b. Or approved equal.

CHANGES TO DRAWINGS: 1) Drawing Sheet G002, Equipment Schedule: CLARIFICATION: Item 27 shall be provided

and installed by Owner. 2) Drawing Sheet A101, Demolition Floor Plan: DELETE sheet in its entirety and REPLACE

with the attached. 3) Drawing Sheet A101, Demolition Floor Plan: CLARIFICATION the reference to saw cutting

in Phase 1C does not eliminate the need for Phase 2 demolition saw cuts as needed to the demolition of CMU walls and concrete floor slab noted for removal.

4) Drawing Sheet A102, Renovation Plan: DELETE sheet in its entirety and REPLACE with the

attached. 5) Drawing Sheet A501, Details: DELETE sheet in its entirety and REPLACE with the attached. 6) Drawing Sheet A601, Schedules: DELETE sheet in its entirety and REPLACE with the

attached. 7) Drawing Sheet P1.1, Plumbing Plan, General Plumbing Notes, Note 7: ADD the following in

its entirety:

7. The ¾” water line run to the Rad Waste Storage B143 shall transition from copper to PVC once it enters the Rad Waste Storage Rm. All water lines turn to the tanks shall be PVC and terminate in the tank with a bulkhead fitting. All tank penetrations (water & sanitary) shall be made with an appropriately sized Hayward BFAS series Bulkhead fitting or equivalent. These tanks should have no openings that would allow for evaporation.

8) Drawing Sheet P6.1, Plumbing Details and Schedules, Valve Schedule, Valve V2:

CLAIRIFICATION: Valve V-2 is a TW series 3-way valve and shall be supplied with an EPM3-120 actuator or equivalent.

http://www.protective.sherwinwilliams.com/

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9) Drawing Sheet P6.1, Plumbing Details and Schedules, Valve Schedule, Valve’s V-11-14: CLAIRIFICATION: These are solenoid operated valves, not ball valves as described in the remarks of this table. Thus contractor shall add a WHA-1 (Sioux Chief 652-AS) water hammer arrester on the supply line just upstream of these valves

10) Drawing sheet M1.2 Mechanical Plan, General Plumbing Notes, Note 13: ADD the following

in its entirety:

13. Phase 1 Scope: Provide tee fitting and elbow on branch take off for VAV1088 that will be installed in Phase 2. Install 1/4 turn ball valves for branch shut off. Phase 2: route new pipes from ball valves installed in phase 1 to new VAV1088.

11) Drawing sheet M1.2 Mechanical Plan, Phasing Note #26: DELETE note in its entirety and

REPLACE with the attached:

26. Phase 2 shall be installed by the contractor. Phase 2 shall consist of installing all equipment, pipe, and duct associated with the Vestibule, Canine Isolation, Feline Isolation, Pet Kennel and Rad Waste Storage. See Alternates. Refer to specification section 23-0900 Control Systems 1.01 Summary for Scope of Contractor Related Controls Work.

12) Drawing sheet M6.1 Mechanical Details and Schedules, Variable Air Volume Unit Schedule,

Line item #3: DELETE Tag VAV1087 and REPLACE with Tag VAV1088.

Air Device Schedule line item 4 should be S4 13) Drawing sheet M6.1 Mechanical Details and Schedules, Air Device Schedule, Line 4:

DELETE Tag S3 and REPLACE with Tag S4. 14) Drawing sheet E101 Electrical and Lighting Demolition Plan: DELETE note 1H and

REPLACE with the following: H. Remove existing hoist. Remove controls, disconnect, accessible conduit, and

associated conductors back to panel. Mark empty circuit breaker(s) as spare.” 15) Drawing Sheet E102, Electrical and Lighting Renovation Plans, Electrical Renovation Notes,

Note 4.JJ: DELETE in its entirety. 16) Drawing Sheet E102 (Alt 1), Electrical and Lighting Renovation Plans: ADD sheet in its

entirety.

END OF ADDENDUM #1

MU Project #CP161171 1.A - 1 Addendum #1

SECTION 1.A

BID FOR LUMP SUM CONTRACT

Date:____________________________ BID OF (hereinafter called "Bidder") a corporation* organized and existing under laws of the State of , a partnership* consisting of , an individual* trading as , a joint venture* consisting of . *Insert Corporation(s), partnership or individual, as applicable. TO: Curators of the University of Missouri

c/o Associate Vice Chancellor – Facilities Room L100, General Services Building University of Missouri Columbia, Missouri 65211

1. Bidder, in compliance with invitation for bids for construction work in accordance

with Drawings and Specifications prepared by Planning, Design, and Construction, entitled "Clydesdale Hall – CPET/RAD Isolation", project number CP161171, dated November 22, 2015 having examined Contract Documents and site of proposed work, and being familiar with all conditions pertaining to construction of proposed project, including availability of materials and labor, hereby proposes to furnish all labor, materials and supplies to construct project in accordance with Contract Documents, within time set forth herein at prices stated below. Prices shall cover all expenses, including taxes not covered by the University of Missouri’s tax exemption status, incurred in performing work required under Contract documents, of which this Bid is a part.

Bidder acknowledges receipt of following addenda:

Addendum No. Dated Addendum No. Dated Addendum No. Dated Addendum No. Dated

2. In following Bid(s), amount(s) shall be written in both words and figures. In case of discrepancy between words and figures, words shall govern.


3. BID PRICING a. Base Bid:

The Bidder agrees to furnish all labor, materials, tools, and equipment required renovate 865 sq. ft. and exterior yard modifications; all as indicated on the Drawings and described in these Specifications for sum of:

DOLLARS ($ ). b. Additive Alternate Bids:

Above Base Bid may be changed in accordance with following Alternate Bids as Owner may elect. Alternates are as described in Section 1.H of Project Manual. Alternates are written in a priority order, but Owner is not required to accept or reject in order listed. This is a one (1) contract project, therefore, Alternates shall be studied by each Bidder to determine effect on Bids of Contractor and each Subcontractor and/or Material supplier.

(1) Additive Alternate No. 1:

Provide metal fabrications, mechanical, plumbing and control panel installations as drawn & specified to activate the functioning RAD waste containment system within room B143. Suspended ceiling grid and vinyl faced lay in acoustical ceiling in Rooms B142A and B142C. Provide lighting layout as shown on E102(Alt #1); All for sum of:

DOLLARS ($ ).


In lieu of waterproofing concrete floor additive provide epoxy floor coatings in rooms B142, B142A, B142B, B142C, B143 with 4” roll up base and to include walls and floors of plumbing trench and pits. Provide 6” CMU walls in lieu of wall type 5,6,7 in room B142A, B142B, B142C; All for sum of:

DOLLARS ($ ).


Provide 8” thick poured in place concrete knee wall to 36” above grade in lieu of three (3) bollards, with chain-link above to 8’; All for sum of:

DOLLARS ($ ).


4. PROJECT COMPLETION

a. Contract Period - Contract period begins on the day the Contractor receives unsigned Contract, Performance Bond, Payment Bond, and "Instructions for Execution of Contract, Bonds, and Insurance Certificates." Bidder agrees to complete project within one hundred fifty (150) calendar days from receipt of

aforementioned documents. Fifteen (15) calendar days have been allocated in construction schedule for receiving aforementioned documents from Bidder.

b. Commencement - Contractor agrees to commence work on this project after

the "Notice to Proceed" is issued by the Owner. "Notice to Proceed" will be issued within seven (7) calendar days after Owner receives properly prepared and executed Contract documents listed in paragraph 4.a. above.

5. SUPPLIER DIVERSITY GOALS

a. The Contractor shall have as a goal, subcontracting with Minority Business Enterprise (MBE), Women Business Enterprise (WBE), Disadvantage Business Enterprise (DBE), and/or Veteran Owned Business of a combined ten percent (10%) and with Service Disabled Veteran Owned Business (SDVE) of three percent (3%) of awarded contract price for work to be performed.

b. Requests for waiver of this goal shall be submitted on the attached

Application For Waiver form. A determination by the Director of Facilities Planning & Development, UM, that a good faith effort has not been made by Contractor to achieve above stated goal may result in rejection of bid.

c. The Undersigned proposes to perform work with following Supplier Diversity

participation level: MBE, WBE, DBE, AND VETERAN SUPPLIER DIVERSITY PERCENTAGE PARTICIPATION: percent ( %) SDVE PERCENTAGE PARTICIPATION: percent ( %)

d. A Supplier Diversity Compliance Evaluation form shall be submitted with this bid for each diverse subcontractor to be used on this project.

6. BIDDER'S ACKNOWLEDGMENTS

a. Bidder declares that he has had an opportunity to examine the site of the work and he has examined Contract Documents therefore; that he has carefully prepared his bid upon the basis thereof; that he has carefully


examined and checked bid, materials, equipment and labor required thereunder, cost thereof, and his figures therefore. Bidder hereby states that amount, or amounts, set forth in bid is, or are, correct and that no mistake or error has occurred in bid or in Bidder's computations upon which this bid is based. Bidder agrees that he will make no claim for reformation, modifica-tions, revisions or correction of bid after scheduled closing time for receipt of bids.

b. Bidder agrees that bid shall not be withdrawn for a period of sixty (60) days

after scheduled closing time for receipt of bids.

c. Bidder understands that Owner reserves right to reject any or all bids and to waive any informalities in bidding.

d. Accompanying the bid is a bid bond, or a certified check, or an irrevocable

letter of credit, or a cashier's check payable without condition to "The Curators of the University of Missouri" which is an amount at least equal to five percent (5%) of amount of largest possible total bid herein submitted, including consideration of Alternates.

e. Accompanying the bid is a Bidder's Statement of Qualifications. Failure of

Bidder to submit the Bidder's Statement of Qualifications with the bid may cause the bid to be rejected. Owner does not maintain Bidder's Statements of Qualifications on file.

f. It is understood and agreed that bid security of two (2) lowest and responsive

Bidders will be retained until Contract has been executed and an acceptable Performance Bond and Payment Bond has been furnished. It is understood and agreed that if the bid is accepted and the undersigned fails to execute the Contract and furnish acceptable Performance/Payment Bond as required by Contract Documents, accompanying bid security will be realized upon or retained by Owner. Otherwise, the bid security will be returned to the undersigned.

7. BIDDER'S CERTIFICATE

Bidder hereby certifies:

a. His bid is genuine and is not made in interest of or on behalf of any undisclosed person, firm or corporation, and is not submitted in conformity with any agreement or rules of any group, association or corporation.

b. He has not directly or indirectly induced or solicited any other bidder to put in

a false or sham bid.


c. He has not solicited or induced any person, firm or corporation to refrain from bidding.

d. He has not sought by collusion or otherwise to obtain for himself any

advantage over any other Bidder or over Owner.

e. He will not discriminate against any employee or applicant for employment because of race, color, religion, sex or national origin in connection with performance of work.

f. By virtue of policy of the Board of Curators, and by virtue of statutory authority,

a preference will be given to materials, products, supplies, provisions and all other articles produced, manufactured, mined or grown within the State of Missouri. By virtue of policy of the Board of Curators, preference will also be given to all Missouri firms, corporations, or individuals, all as more fully set forth in "Information For Bidders."

END OF BIDDER’S CERTIFICATE


8. BIDDER'S SIGNATURE

Note: All signatures shall be original; not copies, photocopies, stamped, etc.

Authorized Signature

Date

Printed Name

Title

Company Name Mailing Address City, State, Zip Phone No. Federal Employer ID No.

Fax No.

E-Mail Address

Circle one: Individual Partnership Corporation Joint Venture If a corporation, incorporated under the laws of the State of__________ Licensed to do business in the State of Missouri? ____yes _____no

(Each Bidder shall complete bid form by manually signing on the proper signature line above and supplying required information called for in connection with the signature. Information is necessary for proper preparation of the Contract, Performance Bond and Payment Bond. Each Bidder shall supply information called for in accompanying "Bidder's Statement of Qualifications.")

END OF SECTION

MU Project #CP161171 ALT - 1

SECTION 1.H

ALTERNATES Base Bid may be increased in accordance with following Additive Alternate proposal(s) as Owner may elect: 1. Additive Alternate No. 1:

Provide metal fabrications, mechanical, plumbing and control panel installations as drawn & specified to activate the functioning RAD waste containment system within room B143. Suspended ceiling grid and vinyl faced lay in acoustical ceiling in Rooms B142A and B142C. Provide lighting layout as shown on E102(Alt #1).

2. Additive Alternate No. 2:

In lieu of waterproofing concrete floor additive provide epoxy floor coatings in rooms B142, B142A, B142B, B142C, B143 with 4” roll up base and to include walls and floors of plumbing trench and pits. Provide 6” CMU walls in lieu of wall type 5,6,7 in room B142A, B142B, B142C.

3. Additive Alternate No. 3: Provide 8” thick poured in place concrete knee wall to 36” above grade in lieu of three (3) bollards, with chain-link above to 8’.

END OF SECTION

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sf

CORR.CC130

6857

sf

CORR.CC1306857

sf

CORR.CC1306601

sf

CORR.

CC130

6857

sf

CORR.CC1306857

sf CORR.CC1306857

UP

UP

sf

TREADMILLC132

368

2ND FLO

OR

PENTHOUSE

sf

VEST

VA10

4A41

sf

CORRCB121

32

RAMP

RAMP

sf

LAR

GE

BO

VINE STA

LLSA113C145

CO

RR

CA11

4

CORRIDORCB142

CORRIDORCB142

CORRIDORCB145

CORRIDORCB145

CANINE

ISOLATIONB142AWASTEB144

BEDDING STOR.B143

FEED STORAGEB140

CORRIDORCB138

CORRIDORCB138

CORRIDORCB112

CORRIDORCB112

STORAGE/ MAINB142

CPET

CONTROL RM B141A

CPETSCANNER

B141

RAD.LAB.

B141B

22'-83

4 "

13'-0

"

FELINE

ISOLATION B142B

RAD. WASTESTORAGE B143

VESTIBULE

B142

PETKENNELB142C

TOP OF NEWSLAB @746'-0"TOP OF NEW SLAB @746'-0"

TOP

OF

NEW

SLAB

@74

6'-0

"

TOP OF EXISTINGSLAB @745'-0"

TOP

OF

EXIS

TING

SL

AB

@74

6'

FEED STORAGEB140

FEED STORAGEB141

TOP

OF

NEW

SLAB

@74

6'-0

"

TOP OF NEWSLAB @746'-0"

sf

HOLDINGB112C201

sf

THERIOEXAMB113144

sf

MRI EXAMB112E614

sf

MRI EQUIP.B112F

211

sf

CONTROLB112D

125sf

VEST. VB112

62

sf

CORRIDORB112340

sf

VALVEROOMB112B

17


TOP

OF

EXIS

TING

SLAB

@74

6'-0

"

EXTEROPRDOG RUN

CORRIDORCB142

CORRIDORCB145

WASTEB144

BEDDING STOR.B143

FEED STORAGEB140

CORRIDORCB138

CORRIDORCB112

STORAGE/ MAINB142

FEED STORAGEB141

WASTEB144

BEDDING STOR.B143

STORAGE/ MAINB142

SCALE:

KEY PLANNOT TO SCALE

PROJECT AREA

1/8"

1/4"

3/8"

3/4"

0

0

4'

4'

2'

6'

8'

8'

12'

16'

20'

24'

10'

12'

0

0

2'

2'

1'

4'

6'

8'

4'

3'

3'

6'

5'

4'

3'

2'

2'

1'

1'

0

0

1"

1/2"

1-1/2"

3"

0

0

1'

2'

1'

0

0

1:50

1:10

10'

20'

30'

50'

150'

100'

of

PROJECT NUMBER

SHEET

DR

AW

N B

Y:

CH

EC

KE

D B

Y:

CA

MP

US

FAC

ILIT

IES

UN

IV

ER

SIT

Y O

F M

IS

SO

UR

I

Pla

nn

in

g, D

es

ig

n,

& C

on

stru

ctio

n

Design S

ervices

ARCHITECT -

The P

rofessional A

rchitects seal and

signature affixed to this sheet applies only to

the m

aterial and inform

ation show

n on this

sheet. A

ll draw

ings, instrum

ents, or other

docum

ents not exhibiting this seal shall not

be considered prepared by this architect, and

this architect expressly disclaim

s any and all

responsibility for such plans, draw

ings, or

docum

ents not exhibiting this seal.

This D

ocum

ent is intended to be signed

digitally. If no digital signature is attached to

this file, this m

edia should not be considered

a certified docum

ent.

CP161171

CL

YD

ES

DA

LE

H

AL

L

CO

LU

MB

IA

, B

OO

NE

C

OU

NT

Y, M

IS

SO

UR

I 6

52

11

CL

YD

ES

DA

LE

C

PE

T / R

AD

IS

OL

AT

IO

N

DE

MO

LIT

ION

FL

OO

R P

LA

N (

PH

AS

E 2

ON

LY

)

A101

5

JASON ANDREW GOLDEN

Mo. # A-2007030507

LLL

JAG

11/2

2/16

ISSU

ED F

OR

BID

AND

CO

NSTR

UCTI

ON

112

/05/

16AD

DEN

DUM

#1

SCALE:

DEMOLITION FLOOR PLAN -PHASE 1A, 1B (BY OWNER - N.I.C.) FOR REFERENCE ONLY3/8" = 1'-0"

11'-4

"

5'-105 8" 1'-10"

6A

6C

3A

5B

6A

3C

3D3E

13A501

INDICATES NOTES LOCATED ON PLAN

ARCHITECTURAL DEMOLITION NOTESINDICATES NOTES LOCATED ON PLAN

ARCHITECTURAL DEMOLITION NOTES

1. GENERAL:

A. NOT USED

2. STRUCTURAL:

A. NOT USED

3. WALLS, DOORS AND WINDOWS:

A. REMOVE DOOR AND H.M. FRAME. DELIVER DOOR TO OWNER IDENTIFIED LOCATION WITHIN BUILDING.

B. NOT USED.

C. REMOVE CONCRETE BLOCK WALL IN ENTIRETY. CONTRACTOR IS RESPONSIBLE TO PROTECT ANY PIPING ORCONDUIT THROUGH WALLS TO BE REMOVED. DEMO WALLS IN SUCH A WAY AS TO PROTECT WALLS TO REMAININ THE PHASE 1 PROJECT SPACE. REPAIR TO ITEMS TO REMAIN IS THE RESPONSIBILITY OF THE CONTRACTOR.

D. REMOVE AND SALVAGE ROLL UP DOOR, DELIVER TO OWNER IDENTIFIED LOCATION WITHIN BUILDING.

E. REMOVE EXISTING CONCRETE BLOCKS AS REQUIRED FOR INSTALLATION OF NEW DOOR LOCATIONS. NEWHEADER TO BE BOND BEAM WITH 2)#4 REBARS, KEYED INTO EXISTING CMU WALL. BOTTOM OF NEW HEADERAT +7'-4" ABOVE CONCRETE FLOOR.

F. PHASE 1 PARTITION WALL

G. PROVIDE A TEMPORARY ENCLOSURE WALL UNTIL NEW BLOCK WALL IS COMPLETE.

H. REMOVE TEMPORARY PARTITION ONCE ENCLOSURE WALL IS COMPLETE.

5. FURNITURE AND EQUIPMENT:

A. NOT USED.

B. REMOVE REMAINING HAY/STRAW AND FIXED RAISED FRAMING PLATFORMS.

C. REMOVE HOIST AND LIFT BUCKET (SEE ELECTRICAL FOR ADDITIONAL INFOMATION). EXISTING HOIST RAIL TOREMAIN.

6. MISCELLANEOUS:

A. REMOVE CONCRETE FLOOR SLAB (GRAYED AREA).

B. OWNER TO REMOVE CEDAR CHIPS.

C, REMOVE EXISTING METAL SKID PLATES AND FASTENERS

D. EXIST PIT TO REMAIN

E. SAW CUT ALL PIT WALLS. REFER TO DETAIL 13/A501

F. CUT FLOOR AS INDICATED ON PLAN FOR NEW ELECTRICAL TRENCH. COORDINATE WITH ELECTRICAL PLANS.

G. REMOVE WASTE CARRIER AT/IN EXISTING PIT.

H. CUT FLOOR TO PROVIDE STRAIGHT TRANSITION FOR FLOOR INFILL. COORDINATE WITH ELECTRICAL PLANS.

I. CUT PIT WALL FOR PIPING TRENCH. SEE ELEVATION 11/A501.

J. REMOVE CONCRETE SLAB AND EXCAVATE FOR FOOTING. (BID -ALTERNATE #3)

K. POWER - WASH CMU WALLS TO REMAIN.

L. FOLLOWING SLAB DEMOLITION, EXCAVATE AND REMOVE EXISTING FOOTINGS AND REBAR AS NEEDED FORNEW CONCRETE INSTALLATIONS.

SAW CUT WALL

6A

6E

6B

6A

3C

6A

6C

6C

6C

6A

3D

SCALE:

DEMOLITION FLOOR PLAN - PHASE 2 -BID SCOPE3/8" = 1'-0"

6A

6A

6F

6D13

A501

1'-0"

6G

5C

5C5C

EXISTING SLAB ATELV.745'-0'

6A501

4'-8" 3'-4" 7'-0" 24'-0"

SAW

CUT

WALL

SAW

CUT

WALL

3C

6H

3C

6D

5C

3D

[RENO ROOM #B140]

6A

6C

6C

EXISTING SLAB ATELV.746'-0'

6H

3C

PHASE 1A DEMO - BY OWNER N.I.C.

DUST CONTROLBARRIER

BOTTOM OF BOND BEAM WITH2)#4 REBARS TO BE AT +7'-4"ABOVE CONCRETE FLOOR. KEYBOND BEAM INTO EXISTING WALL.

6I

PHASE 1B DEMO - BY OWNER N.I.C. PHASE 2 DEMO - BID SCOPE

3C

6A

SAW CUT FLOOR FORFLOOR DEMOLITIONIN PHASE 1C

SAW CUT FLOORFOR FLOORDEMOLITIONIN PHASE 1C

SAW CUT WALL FLUSH TO DOOROPENING TO STRUCTURAL CEILING-DEMOLISH ONLY THE PORTION OFWALL WITHIN PHASE 1B

3F

3F

6K

6K

6K

3D

3G

10"

±10'-2"10"

6L

6L

13A501

3H

1

1

1

1

1

REMOVED SLAB DEMOLITION SCOPE WITHIN BUBBLE.

SHORTENED AREA OF SLABDEMOLITION.

1

SCALE:

DEMOLITION FLOOR PLAN - PHASE 2 -BID SCOPE3/8" = 1'-0"

1

1

1 REPLACED VIEW TITLE

goldenjJAG Seal

CANINEISOLATION

B142A

CPETCONTROL RM

B141A

CPETSCANNER

B141

RAD.LAB.B141B

FELINEISOLATION

B142B

RAD. WASTESTORAGE

B143

VESTIBULE B142

PETKENNELB142C

FEED STORAGEB140

WL

WL

WL

CANINEISOLATION

B142A

CPETCONTROL RM

B141A

CPETSCANNER

B141

RAD.LAB.B141B

FELINEISOLATION

B142B

RAD. WASTESTORAGE

B143

VESTIBULE B142

PETKENNELB142C

TOP OF NEWSLAB @746'-0"TOP OF NEW SLAB @746'-0"

TOP

OF

NEW

SLAB

@74

6'-0

"

TOP OF EXISTINGSLAB @745'-0"

TOP

OF

EXIS

TING

SL

AB

@74

6'

FEED STORAGEB140

1'-4"

2'-1

0"

1'-25

8"

1'-4"

11'-4

"

6'-3"

TOP

OF

NEW

SLAB

@74

6'-0

"


4'-0"11'-3"35 8"

4'-103 8" 8'-8" 6'-85 8"1'-25 8"

35 8"

3'-0"

47 8"

3'-83 4" 75 8"

13'-67 8"

75 8"

11'-4

"

3'-4"8'-0"4'-83 4" 7'-0"

24'-0"24'-0"

6'-4" 1'-4" 4'-0" 10'-412"

7'-6

34"

5'-5

1 2"

8"

1'-81

2"5'

-37

8"

7'-3"

614"

714"

9'-6

58"

4'-13 8" 1'-23 4"12'-105 8"

111 8

"

1114" 1'-0"

7'-2

7 8"

358"

1'-4"

47 8"

812"

358"

7'-11 4

"


2'-1

34"

3'-6

"

4'-0

"

8"2'

-95

8"

1'-83

8"3'

-4"

4'-0

"

2'-1

07

8"

2'-8

"4'

-0"

1'-5"

3'-4

"

714"

TOP

OF

EXIS

TING

SLAB

@74

6'-0

"

2'-27 8"

6'-113 4"

6'-105 8"1'-

8"5'

-93

4"

EXTEROPRDOG RUN

2'-5

"1'-

8"

8" 3'-0"

SLIP TRACK3 5 8"x2 12"

SUSPENDED CEILINGAS SCHEDULED

R11 BATTINSULATION

5/8" TYPE "x"GYPSUM BOARD

3 5 8" x 20G.A.METAL STUD

VINYL 4" BASE

20 G.A METALBASE TRACK

THREADEDFASTENER TRACKTO STUD ONLY

TOP OF WALL TOFOLLOW LINE OFJOIST AND BEAMS

FLOORING ASSCHEDULED

±9'-4"

2) #4 REBARS

STANDARDHORIZONTALREINFORCING AT 24"O.C. PULL HEIGHTOFF WALL

4" CMU WALL

EPOXY 4" ROLL UPBASE


BRACE TOP OFWALL TO STRUCTUREABOVE AT 4'-0"CENTERS


#4 REBAR x1'-0" AT2'-8" CENTERS,EPOXY SET INTOEXISTING SLAB

4"

GROUT SOLID ATREBARS

±9'-4"

SEE WALL TYPE#2

58" TYPE "x" GYPSUM

BOARD BOTH SIDES

212" STUDS @ 16"CTRS

BATT INSULATION


BRACE TOP OFWALL TO STRUCTUREAT 4'-0" CENTERS

SLIP TRACK212"x2 12"



ROOM B141SIDE

FLUS

H G

YP B

OAR

D T

O C

MU


5/8" TYPE "x"MOISTURE RESISTANTGYPSUM BOARDROOM SIDE ONLY

358"x20 GA.METAL STUD

20 G.A METAL BASETRACK

±9'-4"

EPOXY 4" ROLL UPBASE


BRACE TOP OFWALL TO STRUCTUREAT 4'-0" CENTERS

SLIP TRACK 35

8"x2 12"


R11 BATTINSULATION

5/8" TYPE "x"MOISTURE RESISTANTGYPSUM BOARD

3 5 8" x 20G.A.METAL STUD

EPOXY 4" ROLLUP BASE





FIBER REINFORCEPANEL BOTH FACESOF WALL TO 8'-0"A.F.F.

SLIP TRACK 35

8"x2 12"


3 58" x 20G.A.METAL STUD






FIBER REINFORCEPANEL ON ONE SIDEONLY TO 8'-0" A.F.F.

SLIP TRACK 6" x 212"


6" x 20G.A.METAL STUD






FIBER REINFORCEPANEL BOTH FACESOF WALL TO 8'-0"A.F.F.

±10'-6"

ABOVE 10'-6" THISSIDE ONLY TAPEAND MUD SEAMSONLY

3 58" x 20G.A.METAL STUD


5/8" TYPE "x"GYPSUM BOARD

SLIP TRACK 3 5 8"x2 12"



FEED

STO

RAG

ER

OO

M B

140

VINYL BASE

CO

NTR

OL

RO

OM

B14

1A

2

1/8"

1/4"

3/8"

3/4"

0

0

4'

4'

2'

6'

8'

8'

12'

16'

20'

24'

10'

12'

0

0

2'

2'

1'

4'

6'

8'

4'

3'

3'

6'

5'

4'

3'

2'

2'

1'

1'

0

0

1"

1/2"

1-1/2"

3"

0

0

1'

2'

1'

0

0

1:50

1:10

10'

20'

30'

50'

150'

100'

of

PROJECT NUMBER

SHEET

DR

AW

N B

Y:

CH

EC

KE

D B

Y:

CA

MP

US

FAC

ILIT

IES

UN

IV

ER

SIT

Y O

F M

IS

SO

UR

I

Pla

nn

in

g, D

es

ig

n,

& C

on

stru

ctio

n

Design S

ervices

ARCHITECT -

The P

rofessional A

rchitects seal and


the m

aterial and inform

ation show

n on this

sheet. A

ll draw

ings, instrum

ents, or other

docum




s any and all


ings, or

docum


This D

ocum



this file, this m


a certified docum

ent.

CP161171

CL

YD

ES

DA

LE

H

AL

L

CO

LU

MB

IA

, B

OO

NE

C

OU

NT

Y, M

IS

SO

UR

I 6

52

11

CL

YD

ES

DA

LE

C

PE

T / R

AD

IS

OL

AT

IO

N

RE

NO

VA

TIO

N P

LA

N

A102

5

JASON ANDREW GOLDEN

Mo. # A-2007030507

LLL

JAG

12/0

5/16

ISSU

ED F

OR

BID

AND

CO

NSTR

UCTI

ON

112

/05/

16AD

DEN

DUM

#1

6E

SCALE:

RENOVATION PLAN - PHASE 1 - CPET SUITE (MU CONSTRUCTION SERVICES)3/8" = 1'-0"


ARCHITECTURAL RENOVATION NOTES (PHASE 2- BID)

3A

3M

3L

5E

30

12A501

3F

3D

+ 9'-0"

7E

EXISTING ROLL-UPDOOR TO REMAIN

2'-0

"

SCALE:

RENOVATION PLAN - PHASE 2 - RAD. ISOLATION SUITE (BID)3/8" = 1'-0"

3H

3F

3B

3E

4D

4D

4C

6E

3A

3C

1. GENERAL:

A. NOT USED

2. STRUCTURAL:

A. PROVIDE BOND BEAMS OVER OPENINGS IN NEW AND EXISTING C.M.U. WALLS. SEE DETAILS 2/A501.

B. PROVIDE STEEL HEADER WITH 4" BEARING AT CMU BLOCK WALL, AND 4" BEARING ON CUSTOM FABRICATEDSTEEL CLIP ANGLE AND 3) 12" DIA. EPOXY SET STUDS INTO EXISTING ROUND CONCRETE COLUMN, WELDED TOHEADER. SEE DETAILS ON SHEET A502 FOR HEADER SIZING. (2/A502).

C. EXTERNALLY MOUNTED STEEL BUCKS FOR LEAD LINED DOOR SUPPORT. SEE DETAIL 2/A502.


A. INSTALL NEW LEAD LINED DOOR AND LEAD LINED HOLLOW METAL FRAME. SEE SHIELDING PLAN AND DOORSCHEDULE FOR ADDITIONAL INFORMATION.

B. INSTALL 414" MTL. FRAME WALL -58" TYPE 'X' GYPSUM BARD, OVER 37 8" x 20 GA. STUDS. TOP AT 9'-4" A.F.F.

C. INSTALL 4" CMU WALL -TOP AT +9"-4" A.F.F. WITH BOND BEAM AND 2-#4 REBARS. BRACED TO STRUCTUREABOVE. APPLY EPOXY PAINT OVER BLOCK FILLER PRIMER. (BOTH SIDES). PROVIDE 3 8" EPOXIED ANCHORSAT EXISTING WALLS/COLUMNS @ 24" O.C.

D. INSTALL 4-7 8" METAL FRAMED WALL. -3 5 8"x20 GA. METAL STUDS -R11 BATT INSULATION. FINISH WITH 5 8"TYPE "X" GYPSUM BOARD BOTH SIDES. TOP OF WALL AT STRUCTURE ABOVE.

E. FURRED OUT GYPSUM BOARD WALL. -58" TYPE "X" GYPSUM BOARD, OVER 20 GA.x7 8" HAT CHANNEL-TOP AT 9-4" A.F.F.

F. INSTALL 4" CMU WALL -TOP OF CMU PORTION AT +9'-4" A.F.F. BRACED TO STRUCTURE ABOVE. PROVIDE 3 8"EPOXIED ANCHORS AT EXISTING WALLS @ 24" O.C. APPLY EPOXY PAINT OVER BLOCK FILLER PRIMER.(BOTH SIDES). FROM 9'-4" TO STRUCTURE ABOVE -212"x20 GA. METAL STUDS -BATT INSULATION -5 8" TYPE "X"GYPSUM BOARD BOTH SIDES.

G. NOT USED

H. INSTALL 812" METAL FRAMED WALL. -2) 3 5 8"X20 GA. METAL STUDS EDGE TO EDGE -R11 BATT INSULATION.FINISH WITH 58" TYPE "X" GYPSUM BOARD BOTH SIDES. TOP OF WALL AT STRUCTURE ABOVE..SEE DETAIL 8/A102.

I. REPAIR REMAINING BLOCK WALL AS NEEDED AT DEMOLITION TERMINATION. (APPLY BLOCK FILLER & EPOXYPAINT)

J. INSTALL 48"W X 48"H LEAD SHIELDED WINDOW AND LEAD SHIELDED HOLLOW METAL FRAME. SEE ELEVATION10/A102 & RAD SHEETS.

K. INFILL OPENING WITH CMU GROUTED SOLID, #5 BARS @ 24" O.C.. MATCH EXISTING WALL THICKNESS. RUNNINGBOND. APPLY EPOXY PAINT OVER BLOCK FILLER PRIMER. (BOTH SIDES)

L. NEW 8" NOM. CMU. WALL (RUNNING BOND) TO STRUCTURE ABOVE (APPROX 14'-7"). #5S @ 24" O.C., GROUTSOLID TO 7'-0" AFF, EXTEND SOLID CELL ABOVE 7'-0" EVERY 48". APPLY EPOXY PAINT OVER BLOCK FILLERPRIMER (BOTH SIDES). PROVIDE 12" EPOXIED ANCHORS AT EXISTING WALLS/COLUMNS @ 24" O.C. SEE 1/A501.

M. INSTALL H.M FRAME, DOOR, AND HARDWARE AS SCHEDULED.

4. FINISHES:

A. PATCH CONCRETE SLAB FLOOR TO A LEVEL FINISH. COORDINATE WITH ELECTRICAL SHEETS FOR POWERTRENCH. (AS NEEDED.)

B. PAINT ALL WALLS. METAL FRAMES, AND SURFACE CONDUIT AND PIPING. SEE FINISH SCHEDULE AND NOTESFOR ADDITIONAL INFORMATION. APPLY BLOCK FILLER TO NEW CMU WALLS AND PAINT.

C. APPLY EPOXY FLOOR FINISH.

D. EXISTING FLOOR SLAB TO REMAIN UNFINISHED.

E. GRIND/LEVEL AS REQUIRED PER TOSHIBA FACILITY REQUIREMENTS. USE ARDEX OR EQUAL.


A. PROVIDE & INSTALL PAPER TOWEL AND SOAP ACCESSORIES FOR EACH SINK LOCATION.

B. INSTALL EPOXY FINISHED METAL BASE CABINETS AND 24" DEEP STAINLESS STEEL TOP W/ MARINE EDGE.

C. INSTALL EPOXY FINISHED METAL WALL CABINETS WITH SWINGING GLASS PANEL DOORS.

D. INSTALL EPOXY FINISHED METAL BASE CABINETS AND 30" DEEP STAINLESS STEEL TOP W/ MARINE EDGE.

6. MISCELLANEOUS:

A. INTEGRAL STAINLESS STEEL SINK, GOOSENECK FAUCET, AND EYE WASH. SEE PLUMBING DRAWINGS FORADDITIONAL INFORMATION.

B. POWER WASH CMU WALLS AND EXISTING SLAB PRIOR TO RENOVATION WORK.

C. CARD ACCESS, SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.

D. NOT USED.

E. OWNER PROVIDED AND INSTALLED EQUIPMENT. SEE EQUIPMENT SCHEDULE AND ELECTRICAL SHEETS FORMORE INFORMATION.

F. NOT USED.

G. INSTALL 6" THICK REINFORCED CONCRETE EQUIPMENT PAD.

7. CEILING NOTES:

A. GYPSUM DROP CEILING AT 8'-0" A.F.F. PROVIDE HEAD WALL TO 9'-3".

B. 2X2 LAY-IN CEILING (HEIGHT VARIES). SEE FINISH SCHEDULE FOR MATERIAL SPECIFICATION.

C. SEE MECHANICAL/ELEVATION SHEETS FOR ADDITION INFORMATION.

D. OPEN TO STRUCTURE ABOVE.


ARCHITECTURAL RENOVATION NOTES (PHASE 1 MU-CS)

3K

3I

3J

3M

6A

6E

3A

3K

4C

4B

6E

2C

2B

7B

4" SHEET METAL TRIM

EXISTING CONCRETE COLUMN.

NEW METAL INSULATED DOOR &H.M FRAME (SEE SCHEDULE)

CONCRETE KNEE WALL (4 SIDES)(ALT #3)

EXISTING ROLL-UPDOOR TO REMAIN

1'-3" MIN. CLEAR BETWEEN DUCT ANDFACE OF EXISTING METAL SIDING

BASE BID CHAIN LINK FENCE 8'-0" HIGH.(ALTERNATE #3: EXTERIOR 8" NOM.GROUND-FACE CMU BLOCK WALL WITH 6"LIMESTONE CAP)

SEE MECHANICAL SHEET FOR EXTERIOREXHAUST RISER SHAPE, SIZE,ATTACHMENT, AND TERMINATION DETAILS.PAINT DUCT CASING TO MATCH EXTERIORMETAL PANEL.

EXISTING CAST STONE HEADER.

PREFINISHED METAL WALL PANEL

+ 8'-0"

+ 8'-0"

7G

7A

7B7B

7D

1'-10" 10'-0" 2'-0" 10'-012" 2'-0"

9'-4

"

3'-1

1 2"

9'-1

03

4"

SCALE

RENOVATION ELEVATION - EAST (PARTIAL)9A102 1/4" = 1'-0"

B141A.1

B141A.2

B141.1 B142.1

B14

1.2

B14

2A.1

B141.3

B142C.1

B142B.1

B14

2A.2

2A

4B

5B5C

5A

4B

4AB141B.1

6B

6E

4B

3A 6C

3A

3F

3F

3A

2A

1. GENERAL:

A. NOT USED

2. STRUCTURAL:

A. NOT USED.

B. PROVIDE STEEL HEADER WITH 4" BEARING AT CMU BLOCK WALL, AND 4" BEARING ON CUSTOM FABRICATEDSTEEL CLIP ANGLE AND 3 12" DIA. EPOXY SET STUDS INTO EXISTING ROUND CONCRETE COLUMN, WELDED TOHEADER. SEE DETAILS ON SHEET A501 FOR HEADER SIZING.

C. NOT USED.


A. NOT USED.

B. NOT USED.

C. NOT USED.

D. NOT USED.

E. NOT USED.

F. NOT USED

G. NOT USED.

H. NOT USED.

I. REPAIR WALL/COLUMN AS NEEDED AT DEMOLITION TERMINATION. (APPLY BLOCK FILLER & EPOXY PAINT)

J. NOT USED.

K. INFILL OPENING WITH CMU GROUTED SOLID, #5 BARS @ 24" O.C.. MATCH EXISTING WALL THICKNESS. RUNNINGBOND. APPLY EPOXY PAINT OVER BLOCK FILLER PRIMER. (BOTH SIDES)

L. NEW 8" NOM. CMU. WALL (RUNNING BOND) TO STRUCTURE ABOVE (APPROX 14'-0"). #5s @ 24" O.C., GROUTSOLID TO 7'-0" AFF, EXTEND SOLID CELL ABOVE 7'-0" EVERY 48". APPLY EPOXY PAINT OVER BLOCK FILLERPRIMER. (BOTH SIDES) PROVIDE 12" EPOXIED ANCHORS AT EXISTING WALLS/COLUMNS @ 24" O.C.

M. INSTALL H.M FRAME, DOOR, AND HARDWARE AS SCHEDULED.

N. PIPING SLEEVE IN CMU. COORDINATE SIZE AND HEIGHT WITH PLUMBING SHEETS.

O. PREFINISHED METAL WALL PANELS OVER, SPRAY APPLIED INSULATION AND WEATHER BARRIER, OVER 8"NOM. CMU WALL (RUNNING BOND) TO STRUCTURE ABOVE (APPROX 12'-0"). #5s VERTICAL @ 24" O.C., GROUTSOLID TO 7'-0" AFF. EXTEND SOLID CELLS ABOVE 7'-0" EVERY 48". APPLY EPOXY PAINT OVER BLOCKFILLER PRIMER AT INTERIOR SIDE ONLY.

P. BASE BID: INSTALL 4 78" STUD WALL (UNSHIELDED) PROVIDE FRP (BOTH SIDES) TO 8'-0" OVER MOISTURERESISTANT 58" TYPE 'X' GYPSUM OVER 3

58" 20GA STUDS, 16" O.C. TOP OF WALL TO STRUCTURE ABOVE,

(APPROX 14'-0" AFF.) - ALTERNATE #2: PROVIDE 4" CMU IN LIEU OF FRAME WALL, FOR PAINT FINISH.

Q. BASE BID CHAIN LINK FENCE 8'-0" HIGH. ALTERNATE #3: EXTERIOR 8" NOM. GROUND-FACE CMU BLOCKWALL (RUNNING BOND) SEE ELEVATIONS FOR HEIGHT. #5s @24" O.C., GROUT SOLID TO TOP OF WALL. CAPWITH 8" X 8" CAST STONE OVER THROUGH WALL FLASHING. REPAIR EXTERIOR SLAB. PROVIDE BONDBREAK COMPRESSIBLE JOINT AT NEW WALL.

4. FINISHES:

A. NOT USED

B. PAINT ALL WALLS. METAL FRAMES, AND SURFACE CONDUIT AND PIPING. SEE FINISH SCHEDULE AND NOTESFOR ADDITIONAL INFORMATION. SEE ALTERNATE #2.

C. ALTERNATE #2 APPLY EPOXY FLOOR FINISH AND 4" ROLL UP BASE.BASE BID: SEAL CONCRETE WITH SAND AGGREGATE.

D. NOT USED.


A. PROVIDE & INSTALL PAPER TOWEL AND SOAP ACCESSORIES FOR EACH SINK LOCATION.

B. INSTALL EPOXY FINISHED METAL BASE CABINETS AND 24" DEEP STAINLESS STEEL TOP W/ MARINE EDGE. SEEELEVATIONS SHEET A601.

C. INSTALL EPOXY FINISHED METAL WALL CABINETS WITH SWINGING GLASS PANEL DOORS. SEE ELEVATIONSSHEETA601.

D. CONTRACTOR TO INSTALL AND PLUMB OWNER PROVIDED KENNELS. SEE PLUMBING SHEETS.

E. PROVIDE AND INSTALL 21" X 18" KEY-LOCKABLE STAINLESS STEEL TRASH CHUTE. (HG409 BY OSWALD OREQ. "WWW.OSWALDSUPPLY.COM" (112 HR. FIRE RATED)

F. INSTALL 24" DEEP S.S. TOP W/ MARINE EDGE. PROVIDE WALL MOUNTED LEDGER AND WALL BRACKETS. SEEELEVATIONS AND SCHEDULE SHEET A601.

6. MISCELLANEOUS:

A. INTEGRAL STAINLESS STEEL SINK, GOOSENECK FAUCET, AND EYE WASH. SEE PLUMBING DRAWINGS FORADDITIONAL INFORMATION.

B. POWER WASH CMU WALLS AND EXISTING SLAB PRIOR TO RENOVATION WORK.

C. NOT USED.

D. NOT USED.

E. OWNER PROVIDED AND INSTALLED EQUIPMENT. SEE EQUIPMENT SCHEDULE AND MECHANICAL/ PLUMBING/ELECTRICAL SHEETS FOR MORE INFORMATION.

F. PROVIDE 3) 48" TALL, 6" DIAMETER CONCRETE FILLED STAINLESS STEEL PIPE BOLLARDS ON 12"X 12" X 12"STAINLESS STEEL PLATE, FASTEN TO CONCRETE WITH 4) 34" X 4

14" QUIK BOLTS, HILTI OR EQ. (COORDINATE

WITH EXISTING SLOPE)

G. CHAIN-LINK FENCING, 8'-0" HIGH, POSTS AND LOCKABLE ENTRY GATES. PROVIDE 30" TALL APPLIED SOLIDWEATHER RESISTANT PANELS (DOG RUN ONLY) EMBED TO 6" BELOW GRADE. (SEE ALTERNATE #3).

H. COMPACTED AND PERMEABLE PEA GRAVEL BED TO 8" DEPTH.

I. EXISTING EXTERIOR CONCRETE SLAB TO REMAIN.

J. 8" POURED IN PLACE STEM WALL TO 36" ABOVE GRADE WITH CHAIN LINK (C.L.) FENCE ABOVE TO 8'-0"(ALTERNATE #3).

K. NOT USED.

L. 2) 3 8" STAINLESS STEEL REINFORCED PLATES TO SPAN DRAINAGE PIT. FIXED, STAINLESS HINGE AT SOUTHWALL OF PIT WITH FLUSH BI-FOLD HINGE, AND REMOVABLE GUY WIRE HITCH FOR HOIST CONNECTION. SEEDETAILS SHEET A501.

M. PROVIDE TWO LEVEL REMOVABLE STEEL PLATFORM TO ELEVATE AND CARRY 4) 330 GAL TANKS. SEEA502 AND PLUMBING SHEETS FOR ADDITIONAL INFORMATION.

N. CAST CONCRETE PLUMBING CHASE WITH GASKETED STAINLESS STEEL AND HDPE COVER PLATE. APPLYEPOXY FLOORING MATERIAL ON BOTTOM AND BOTH SIDES. SEE DETAILS ON SHEET A501.

O. NEW 6" LEVEL CONCRETE SLAB WITH W2.1XW2.1 WWF,OVER VAPOR BARRIER, OVER COMPACTED GRAVEL.PROVIDE CONTROL JOINTS ISOLATING AREAS TO NO MORE THAN 144 SQFT. SAW-CUT 14 OF SLAB DEPTHAND FILL IN WITH SEALANT.

7. CEILING NOTES:

A. NOT USED.

B. 2X2 LAY-IN CEILING (HEIGHT VARIES).

C. SEE MECHANICAL/ELEVATION SHEETS FOR ADDITION INFORMATION.

D. ALTERNATE #2 OPEN TO STRUCTURE ABOVE. POWER WASH CEILING. PRIME AND PAINT STRUCTURE, HOISTBEAM, CONDUITS, PIPING, AND DUCTS.

E. HOIST AND HOIST BEAM TO REMAIN.

F. EXISTING ROLL-UP DOOR TO REMAIN.

G. ALTERNATE #1 2x2 LAY-IN CEILING (HEIGHT VARIES).

7F

PHASE 2 - BIDPHASE 1 - MU-CS


4C

4B

5D

3M

3P

3L

3N

6E


3L

6L

6E

6M

5C 5F

6A5A

4B

5C5B

6A5A

4C

3P

3M

7A50

1

10A501

5A501

6E

6E

5D

3L

6N

6O

4C

4B6O

3N

6N

5D

4C

4B6O

6G

6H

6I

6I

7F

4A

4A

8A501

9A50

1

4C

5D

5C

4C

6B

6B

6B

6B

4B 4C

6N

4C

6B

3I

4A60

13 A

601

2A60

1

1A601

7B

4A

2C

4A

6E

3C

3I

3I

3C

3C

SCALE

WALL TYPE 22A102 1 1/2" = 1'-0"

SCALE:

RENOVATION REFLECTED CEILING PLAN (PHASE1 & 2)1/8" = 1'-0"

9A10

2

SCALE

WALL TYPE 11A102 1 1/2" = 1'-0"SCALE

WALL TYPE 33A102 1 1/2" = 1'-0"SCALE

WALL TYPE 44A102 1 1/2" = 1'-0"

4 3 2 1

1

8 3

2

4

3

3

3

3

2

2

4A

SCALE

WALL TYPE 55A102 1 1/2" = 1'-0"

5

SCALE

WALL TYPE 66A102 1 1/2" = 1'-0"

6

SCALE

WALL TYPE 77A102 1 1/2" = 1'-0"

7

SCALE

WALL TYPE 88A102 1 1/2" = 1'-0"

8

5

6

7

5

5

5A50

1

9A60

1

3L 3K10A601

DO NOT INSTALL GYPSUMBOARD ON INSIDE OFCONTROL ROOM

6O

11A50

1

4E

4E

4E

4E

4E

6G

6E

9

212"

3'-4

"6'

-81 2

"2'

-0"

10'-0

"

10'-2"

6F

SCALE

ENLARGED PLAN VIEWPIT COVER PLATE10

A102 1" = 1'-0"

1'-814" 1'-814" 1'-814" 1'-814"

14"

7'-65 8" FIELD VERITY OPENING WIDTH

MAX. CLEAR BETWEEN OPENINGAND COVER PALTE

EQ. EQ. EQ. EQ.

12" MAX. CLEAR BETWEEN LEDGE ANGLE AND

SUPPORT ANGLES WELDED TO BOT. OF PLATE

3x4x14"4 LOCATIONS

3x212x14"10 LOCATIONS

MINIMIZE GAPBETWEENPLATES

2'-1

134"

2'-1

134"

EQ.

EQ.

6'-0

" FI

ELD

VER

ITY

OPE

NING

WID

TH

1 4"

12A501

11A50

1

3) HIGH LOAD WELD-ONHINGES W/BRONZE BEARING.-WELD TO FLOOR ANGLEAND BOTTOM OF PITCOVER.

SEE1/A501

1'-4"

FACE OF NEWINTERIORSLAB

1 10A102

4A502

3A50

2

5) HEAVY DUTY WELD ONBUTT HINGES BELOW

6J

6J

6J

6C

6C

6C

9

9A102

9SEE 1/A501

C.L. FENCETO 8'-0"

2) HOIST POINT WITHRECESSED AND CONCEALEDATTACHMENT RING

HOISTPOINT

SEEA601

ALT.

BASE BID

6E

N.I.C.

N.I.C.

5D

2B

PHASE 1 N.I.C.

3) NOTCH OUT PIT COVERPLATE AND SUPPORT ANGLEAT HINGES

EXTEND SUPPORTANGLE TO PIT WALL

3) NO COVER SUPPORTANGLE AT HINGES

3L

3'-0

"

6I

6F 3'-0

"8"

3'-4

1 2"

3"

8"

6I

1

1

11

6G

4"

1

1

6N

1

MOVED LOCATION OF CROSSTRENCH TO PIT

1. SHORTENED LENGTH OF FENCED DOG RUN.2. MOVED RAD WASTE STORAGE GATES TOBETWEEN COLUMNS.3. REMOVED FENCE AT SOUTH SIDE OFAPPROACH TO RAD WASTE STORAGE.

1

1

ADDED SUSPENDED GRIDCEILING TO B142A AND B142CAS PART OF ALTERNATE #1

1

1

7D

+ 9'-0"

+ 9'-0"

7B

1

MOVED END OF WALL

1

goldenjJAG Seal

"Z" PURLINS AT 2'-0" CENTERS

2" FOAM IN PLACE INSULATION

PREFINISHEDMETAL PANELS

METAL SIDING BASE TRIM

BOND BEAM SEESTRUCTURAL SHEET A501

TOP OF SLAB AT NEWWALL ELV.746'-0"

EXISTING CONC. BEAM

EXISTING VENEER ON STL. HDR.

EXISTING CONC. COLUMN

#3 HORIZONTAL REBARDOWELS DRILLED INTOADJACENT WALLS AT SAMECOURSE AS HORIZONTALLADDER REINFORCING

8x8x16 CONCRETE BLOCKWALL GROUTED SOLID TOELEVATION 753'-0"

VERTICAL REINFORCEMENTSEE STRUCTURAL ON SHEETA501

SLAB REINFORCEMENTSEE STRUCTURAL ONSHEET A501

1'-23 4"

1"PERMEABLE COMPACTEDWASHED PEA GRAVEL BEDTO 8" DEPTH

FROST WALL (EXISTING)

SLOPE TO MATCHEXISTING SLABS

EXISTING CONC. BEAM

EXISTING VENEER ON STL. HDR.

EXISTING CONC. COLUMN

SAW CUT FOOTERAS NECESSARY

REMOVE ROLL UPDOOR IN ENTIRETY

TOP OFEXISTINGSLAB ELV.745'-0"

SEE 3/A501FOR SLIP HEAD JOINT

EXISTING FLOOR SLAB TO REMAIN

REBAR. SEE STRUCTURAL ON SHEET A501

RUBBER WATER STOPBOTH SIDES

TOP OF WALLELV. ±761'-7"

TOP OF SLABELV. 746'-0"

SAW CUT EXISTING SLAB PHASE 1

COMPRESSIBLE FILL (2" MAX.)

EPOXY PAINT (OVER BLOCK FILLER)

CONCRETE SLAB. SEESTRUCTURAL ONSHEET A501 FORREINFORCEMENT

#4 REBARS ±12" CENTERS

GASKET ATTRENCH COVERBOTH SIDES

6"

1'-6"

6"

8" 1'-2" 75 8"

SEE DETAIL 8/A501 FORADDITIONAL NOTES

6"

6"

2"x2"x14" S.S. ANGLE

2"

#4 U-BARS AT 18" O.C. MIN.

312x212x14" S.S. ANGLEWITH 14"Ø STUDS AT 24"CENTERES

3/16 2-24STAGGERED TOPTO BOTTOM

CONSTRUCTION JOINT WITH SEALANTAND BOND BREAK

6 MILL VAPOR BARRIER, OVERCOMPACTED GRANULAR FILL

EPOXY REBAR SEE STRUCTURALON SHEET A501

VERTICAL REBAR. SEE 1/A501

#3 HORIZONTAL REBAR DOWELS DRILLEDINTO ADJACENT WALLS AT 24" CENTERSSAME COURSE AS STANDARD REINFORCING

8x8x16 CONCRETE BLOCK WALL GROUTEDSOLID TO ELEVATION 753'-0"

CONCRETE SLAB. SEE STRUCTURAL ONSHEET A501

CONSTRUCTION JOINT WITH SEALANT ANDBOND BREAK

EXISTING FLOOR SLAB TO REMAIN EASTOF SAW CUT

#4 L BARS AT I8" O.C. MIN.



TOP OFEXISTINGSLAB ELV.745'-0"

SAW CUT EXISTING SLAB

CONTROL JOINTWITH SEALANT


REMOVE EXISTING FLOORSLAB IN ENTIRETY(PHASE 1C)

EPOXY PAINT BOTH SIDES (OVER BLOCK FILLER)

6"

SEE 3/A501 FOR SLIP HEAD JOINT

STANDARD HORIZONTAL REINFORCING.SEE 1/A501

WALL BUCK, STEEL IN-WALL INSERT FOR 21 X18 STAINLESS STEEL HG409 DOORS. HG414

21 x 18" STAINLESS STEEL TRASH CHUTEDOOR HG409 BY OSWALD SUPPLY OR EQ.

TOP OF CHUTEELV. 750'-0"

EPOXY REBAR SEESTRUCTURAL ON SHEET A501

6 MILL VAPORBARRIER, OVERCOMPACTEDGRANULAR FILL


CONCRETE SLABREINFORCEMENT. SEESTRUCTURAL ONSHEET A501

TRENCH COVER

1'-6"

6"

8" 1'-2" 8"

CONTINUE FLOOR FINISHSYSTEM INTO TRENCHWALLS AND FLOOR


RUBBER WATER STOPBOTH SIDES

#4 U-BARS AT 18" O.C. MIN.6 MILL VAPOR BARRIER,OVER COMPACTEDGRANULAR FILL

TOP OFSLAB ELV.

746'-0"

COMPACTED GRANULAR FILL

RUBBER WATER STOP BOTHSIDES





EPOXY PAINT OVER BLOCKFILLER

CONCRETE SLAB SEESTRUCTURAL ONSHEET A501 FORREINFORCEMENT

GASKET ATTRENCH COVERBOTH SIDES

1'-6"

6"

8"1'-2"75 8"


SEE STRUCTURAL DETAILSFOR SLIP HEAD JOINT

2x2x14" S.S. ANGLE

2"

#4 U-BARS AT 18" O.C. MIN.

312x212x14" S.S. ANGLEWITH 14"Ø STUDS AT 24"CENTERES


6 MILL VAPOR BARRIER, OVERCOMPACTED GRANULAR FILL

TOP OFSLAB ELV.746'-0"

6 MILL VAPOR BARRIER,OVER COMPACTEDGRANULAR FILL

EPOXY REBAR SEESTRUCTURAL ON SHEET A501



COMPRESSIBLEFILL (2" MAX.)

EPOXY PAINT OVERBLOCK FILLER

CONCRETE SLABBEYOND

EXISTING PIT FLOOR


SEE 3/A501 FOR SLIPHEAD JOINT

EXISTING PIT WALL TOREMAIN

1'-2"

1'-6"

CUT PIT WALL TO MATCHINSIDE OF TRENCH

3) HIGH LOAD WELDON HINGES WITHBRONZE BEARING

SEE DETAIL13/A501 TOCUT PIT WALLS

NEW METAL FRAMED WALL WITHF.R.P. BOTH FACES (CMU -ALT #1)

NEW FLOOR SLAB BEYOND

L3x4x14" W/ 14"Øx4" STUDS AT 24"O.C. AND MITERED CORNERS

SCALE

PIT RENOVATION SECTION12A501 3/4" = 1'-0"

SCALE

WALL SECTION10A501 3/4" = 1'-0"

SCALE

DEMOLITION SECTION AT DOOR INFILL (PHASE 2)6A501 3/8" = 1'-0" SCALE

RENOVATION SECTION AT DOOR INFILL (PHASE 2)5A501 3/8" = 1'-0"

SCALE

EAST WALL SECTION AT HOLDING TANKS (PHASE 2)8A501 3/4" = 1'-0"

SCALE

PIT DEMOLITION SECTION13A501 3/4" = 1'-0"

SCALE

STRUCTURALWALL REINFORCEMENT AT OPENINGS2

A501 NOT TO SCALE

SCALE

SOUTH WALL SECTION AT HOLDING TANKS (PHASE 2)9A501 3/4" = 1'-0"

SCALE

TRENCH SECTION7A501 3/4" = 1'-0"

1/8"

1/4"

3/8"

3/4"

0

0

4'

4'

2'

6'

8'

8'

12'

16'

20'

24'

10'

12'

0

0

2'

2'

1'

4'

6'

8'

4'

3'

3'

6'

5'

4'

3'

2'

2'

1'

1'

0

0

1"

1/2"

1-1/2"

3"

0

0

1'

2'

1'

0

0

1:50

1:10

10'

20'

30'

50'

150'

100'

of

PROJECT NUMBER

SHEET

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A501

5

JASON ANDREW GOLDEN

Mo. # A-2007030507

LLL

JAG

11/2

2/16

ISSU

ED F

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AND

CO

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112

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#1

SCALE

STRUCTURALCMU TO CEILING STRUCTURE3

A501 NOT TO SCALE

SCALE

STRUCTURALCMU BASE TO EXISTING SLAB4

A501 NOT TO SCALE

SCALE

STRUCTURALCMU WALL DETAILS 1

A501 NOT TO SCALE

3A501

12" HDPE SHEET BONDED TO PLATE

L3x212x14" WELDED TO L3x4x14"

EXISTING SLAB FLOOR TO REMAIN

PHASE 2 DEMOLITION SAW CUTEXISTING PIT STEM WALLS TODIMENSIONS SHOWN, AND CUT PITWALL FOR PLUMBING TRENCH SEEELEVATION 11/A501

±2'-6

"

3A501

EXISTING SLAB TOREMAIN

PHASE 1 DEMOLITIONREMOVE SLAB AND REMOVEEXISTING CMU WALL

838"

SCALE

TRENCH COVER DETAIL7.1A501 3" = 1'-0"

3x3x14" S.S. ANGLE WITH14" x 4" STUDS AT 24"O.C.

12" HDPE SHEET ADHEREDTO COVER PLATE.

1/4" S.S. DIAMOND PLATE

2x112"x14" S.S. ANGLEWITH 14" x 4" STUDS AT24" O.C.

SCALE

WALL SECTION AT PIT11A501 3/4" = 1'-0"

14" ELASTOMERIC GASKETWHEN COMPRESSED

3A501

3A501

7.1A501

1"

7.1A501

7.1A50114

A501

SCALE

PIT DETAIL14A501 3" = 1'-0"

3x212"x14" S.S. ANGLE

4x3x14" S.S. ANGLE

3/8" S.S. DIAMOND PLATE

12" HDPE BONDED TO COVER

38" STAINLESS STEEL DIAMOND

PLATE W/2 CONTINUOUS HINGES.PROVIDE ANCHOR POINT FORHOISTING W/CABLE.

SCALE

PIT EDGE DETAIL AT NEW FLOOR12.1A501 3" = 1'-0"

38" STAINLESS STEEL DIAMOND PLATE

L3x4x14" W/ 14"Øx4"STUDS AT 24" O.C.AND MITEREDCORNERS

L3x212x14" WELDED TO L3x4x14"

78"

4"

12.1A501

12" HDPE SHEET BONDED TO PLATE

212"

EL 745'-358"

EL 745'-35 8"

TOP OF CUT PIT WALL(BEYOND)

EL 746'-0"

CONTINUE FLOOR FINISH SYSTEMINTO PIT WALLS AND FLOOR7 8

"21

2" 4"

3x212x14" S.S. ANGLEWELD TO 3x4x14"

MIRRORED

3"

EL 744'-6"

PHASE 1 DEMOLITIONREMOVE SLAB

2"

STRUCTURAL NOTES

3A501

3/16

14"Ø x 4" STUDS AT 24" O.C.



3/16


3/16

3/16


L3x4x14" W/ 14"Øx4"STUDS AT 24" O.C. ANDMITERED CORNERS

14" MAX.12

.1A50

1

BEYOND

6 MILL VAPOR BARRIER;OVER COMPACTEDGRANULAR FILL OR ASNEEDED

CONTINUE FLOOR FINISH SYSTEMINTO PIT WALLS AND FLOOT

NOT US

ED

9

WALL TYPE

7.1A501

3/8

1/4

3) HIGH LOAD WELD ONHINGES WITH BRONZEBEARING

1

1

1 REVISED DETAIL FOR NEW TRENCHLOCATION

1

1

CHANGED CONSTRUCTIONPHASE OF THIS DETAIL

1

goldenjJAG Seal

DOMESTIC HOT & COLD MIXING FAUCET

SPECIFICATION FOR ADDITIONAL INFORMATION ON ITEMS 2 THRU 3-REFER TO SINK ACCESSORIES SCHEDULE, AND

EYE WASH - SWING DOWN

2

3

CABINET NO. PRODUCT NO. DIMENSIONS W x H x DDESCRIPTION

1

(ALL DIMENSIONSARE IN INCHES)

-ACCESSORIES-PAPER TOWEL DISPENSER - STAINLESS STEEL BY OWNER

-STEEL CASEWORK - BASE CABINETS & WORK SURFACES -

S. S. WORK SURFACE W/CURB & MARINE EDGE 87 x 1-1/4 x 244

5

MF-1

EW-1

6

7

SINK BASE CABINET RH 21 x 35 x 228

DRAWER / DOOR BASE CABINET LH9 E60C352215L

G00C352221

E60C352212L10

11 E60C352218

12

13 E60C352218L

E61C352236

END SCRIBE W/ TOE RELIEFBESC350014

15 BESC3500

RIGHT SIDE PEDESTAL LEG

18

WALL CASE LH 18 x 30 x 12-3/420

21 W20C301336

W20C301318L

W20C30131822

23 W20C241330

24

25 W20C301348

W20C241336

1-1/2 x 30END SCRIBEWESC301326

27 1 x 24WESC3013

19

-STEEL CASEWORK - WALL CABINETS & ACCESSORIES -

S. S. WORK SURFACE W/CURB & MARINE EDGE



38 x 1-1/4 x 24

SEE DETAIL 7/A601

75 x 1-1/4 x 30

15 x 35 x 22

12 x 35 x 22

18 x 35 x 22

36 x 35 x 22

18 x 35 x 22

1-1/2 x 35

1 x 35

DRAWER / DOOR BASE CABINET LH

DRAWER / DOOR BASE CABINET RH

DRAWER / DOOR BASE CABINET

DRAWER / DOOR BASE CABINET LH

END SCRIBE W/ TOE RELIEF

DOORS TO BE INSET SWINGING FRAMED CLEAR GLAZED

DOORS & DRAWERS TO BE INSET SQUARE EDGE - NO GLAZING

WALL CASE

WALL CASE RH

36 x 30 x 12-3/4

18 x 30 x 12-3/4

WALL CASE

WALL CASE

WALL CASE

30 x 24 x 12-3/4

36 x 24 x 12-3/4

48 x 30 x 12-3/4

END SCRIBE

NOT USED

16 A12C352202 2 x 35 x 22

17 CLOSURE STRIP AT REAR OF CASE 1 x 35

SEE SINK ACCESSORIES SCHEDULE BELOWSEE SINK ACCESSORIES SCHEDULE BELOW

BRSC3500

LEFT SIDE PEDESTAL LEGA11C352202 2 x 35 x 22

35 8"x20 GA. STUD

DOUBLE STUD ATHEAD AND JAMB

5/8" TYPE "X"GYPSUM BOARD

DOOR AND FRAMEAS SCHEDULED

GROUTED REINFORCEDCELL

TWO #4 REBARS

BOND BEAM

MASONRY ANCHOR

CONTINUOUS CAULKING(TYPICAL)

DO0R AND FRAME ASSCHEDULED

LEAD SHIELDING ASSCHEDULED

EW-1 EYE WASH: WATER SAVER FAUCET CO., MODEL EW849L OR EQUAL. DECK MOUNTED, SWINGDOWN TO ACTIVATE, 2 SPRAY HEADS WITH AUTO FLIP TOP DUST COVERS AND INTERNALFILTER, ANSI Z358.1 COMPLIANT, CHROME FINISH.

MF-1 HOT AND COLD WATER MIXING FAUCET: CHICAGO FAUCET CO.,DECK MOUNTED FAUCET: MODEL 930-K2E29-317XKCP OR EQUAL.GOOSENECK SPOUT WITH VACUUM BREAKER.AERATING LAMINAR FLOW OUTLET.WRIST BLADE HANDLES.HOT AND COLD IDENTIFICATION BUTTONS.CERAMIC QUARTER-TURN CARTRIDGES.

SINK ACCESSORIES SCHEDULEMARK REMARKS

DOOR TYPES FRAME TYPES

1 2 A B

4'-2

"2'

-0"

6" 6"

4"

2"

GROUTEDREINFORCED CELL

TWO #4 REBARS

BOND BEAM

MASONRY ANCHOR


DOOR AND FRAME ASSCHEDULED

WINDOW TYPES

14'-0"

4'-0

"

2"

GROUTEDREINFORCED CELL

TWO #4 REBARS

BOND BEAM

MASONRY ANCHOR


WINDOW AND FRAMEAS SCHEDULED

LEAD SHIELDING ASSCHEDULED

GLAZING ASSCHEDULED

1/8"

1/4"

3/8"

3/4"

0

0

4'

4'

2'

6'

8'

8'

12'

16'

20'

24'

10'

12'

0

0

2'

2'

1'

4'

6'

8'

4'

3'

3'

6'

5'

4'

3'

2'

2'

1'

1'

0

0

1"

1/2"

1-1/2"

3"

0

0

1'

2'

1'

0

0

1:50

1:10

10'

20'

30'

50'

150'

100'

of

PROJECT NUMBER

SHEET

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A601

5

JASON ANDREW GOLDEN

Mo. # A-2007030507

LLL

JAG

11/2

2/16

ISSU

ED F

OR

BID

AND

CO

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112

/05/

16AD

DEN

DUM

#1

REMARKS

TYPESIZE MATERIAL

FRAME

JAMB SILLTYPE

DO

OR

NUM

BER DOOR

MATERIAL HAR

DW

AR

EG

RO

UPDETAILS

HEAD

USAG

E

RO

OM

USAG

E

RO

OM

NUM

BER

GLA

ZING

TYPE

B141A.1 B141A CONTR.RM 3'-0" x 7'-0" x 1 3/4" 2 H.M. A H.M. Type 3

B141A.2 B141A CONTR.RM 3'-0" x 7'-0" x 1 3/4 1 H.M. A H.M. Type 3

B141.1 B141 SCANNER 6'-0" x 7'-0" x 1 3/4" 1 H.M. B H.M. Type 1

B141B.1 B141B RAD. LAB. 3'-0" x 7'-0" x 1 3/4" 1 H.M. A H.M. Type 2

B142.1 B142 VESTIBULE 3'-8" x 7'-0" x 1 3/4 1 H.M. A H.M. Type 2

B141.2 B141 SCANNER 3'-8" x 7'-0" x 1 3/4" 1 H.M. A H.M. Type 2

B142A.1 B142A ISOLATION 3'-6" x 7'-0" x 1 3/4" 2 H.M. A H.M. Type 3

B142B.1 B142B ISOLATION 3'-0" x 7'-0" x 1 3/4" 2 H.M. A H.M. Type 3

B142A.2 B142A ISOLATION 3'-0" x 7'-0" x 1 3/4" 1 H.M. A H.M. Type 4 Themally broken frame/ insulated dr.

B142C.1 B142C KENNEL 3'-0" x 7'-0" x 1 3/4" 2 H.M. A H.M. Type 3

B141.3 B141 SCANNER 3'-8" x 7'-0" x 1 3/4" 1 H.M. A H.M. Type 2

SCALE

CASEWORK ELEVATION RM. B142A1A601 3/8" = 1'-0"SCALE

CASEWORK ELEVATION RM. B1422A601 3/8" = 1'-0"SCALE

CASEWORK ELEVATION RM. B1413A601 3/8" = 1'-0"SCALE

CASEWORK ELEVATION RM. B141B4A601 3/8" = 1'-0"

112" 1'-6" 1'-6"

112"

1'-6" 1'-6"

2'-6

"2'

-11"

2'-6"

2'-0

"2'

-11"

1"

2'-1

1"

3'-0"1"

1'-8"

1'-8"

2'-0

"

1'-2"

4'-0" 3'-0"

2'-6

"1'-

2"

2'-0

"2'

-0"

114"7'-3"

1'-5"

3'-218"

1'-3" 1'-9"

114"

1'-0" 1'-9"112"

112"

6'-3"

SCRIBESCRIBE

SCRIBESCRIBE

114"

OPEN TOWALL

OPEN TOWALL

SINKBASE

CENTER CASEON BACK WALL

SINKBASE

2"x2"x18"ANGLE LEDGER-PAINT BLACK

OWNER SUPPLIED DISHWASHERCONTRACTOR MAKE CONNECTIONS

OWNER SUPPLIED ANDINSTALLED TRASH COMPACTOR

NOTE. PROVIDE SOLID BLOCKING IN WALLFOR CASE WORK ATTACHMENT. TYPICAL.

1"

OWNER SUPPLIED ANDINSTALLED DEEP FREEZE

B142A.1

BOTTOM OFSUSPENDEDCEILING

3'-4

"

256'

-0"

256'

-0"

32'-0

"

BOTTOM OF GYPSUM BOARDSOFFIT AND HEADWALL

BOTTOM OF SUSPENDED CEILING

2"

2'-1

1"

114"

SCALE

COUNTER TOP PLAN RM. B142A5A601 3/4" = 1'-0"SCALE

COUNTER TOP PLAN RM. B1426A601 3/4" = 1'-0"SCALE

COUNTER TOP PLAN RM. B1417A601 3/4" = 1'-0"SCALE

COUNTER TOP PLAN RM. B141B8A601 3/4" = 1'-0"

3'-0"

3'-0"

4"8

A601

7A601

6A601

5A601

1" x 4"CURB

1" x 4"CURB

MARINE EDGE

STAINLESS STEELCOUNTER

2'-0

"

6'-912"

111 2

"

312"

FIELD VERIFY

1" x 4" CURB

MARINE EDGE

STAINLESSSTEELCOUNTER

4" EPOXY ROLL UPBASE AT WALL

4" EPOXY ROLL UPBASE AT WALLVINYL BASE AT LEGS

1" x 4"CURB

7'-3"

1'-4" 10"

2'-0

"

111 2

"41

2"

1" x 4" CURB

PLUMBINGTRENCHCOVER

STAINLESS STEEL COUNTER

1" x 4" CURBMARINE EDGE

PIT COVER PLATE

4"4"

3'-2"

2'-0

"

2'-6

"

6'-3" FIELD VERIFY2'-912"

FIELD VERIFY

1'-4" 2'-27 8"

2'-0

"CO

UNTE

R T

OP

45.00° 45.00°

1" x 4" CURB3 SIDES

MARINEEDGE

STAINLESS STEELCOUNTER

MARINEEDGE

1" x 4"CURB

1" x 4"CURB

1" x 4"CURB

4" EPOXY ROLL UP BASEON WALL BEHIND CASES

4" EPOXY ROLL UPBASE AT WALLS

4"

4"

TOP OF HEAD WALL

SCRIBE

CASE WORK NOTES:

1. ALL UNITES TO BE EPOXY COATEDSTEEL.

2. BASE CABINETS TO ABE INSET SQUAREEDGE STYLE WITH SWINGING STEELPANEL DOORS. DRAWER SLIDES TOBE FULL EXTENSION BALL BEARINGRATED AT A MINIMUM OF 100 POUNDSIN OPEN POSITION, WITH CUSHIONED INAND OUT STOPS AND POSITIVEDRAWER HOLD-IN DETENT.

3. UPPER WALL MOUNTED CASES TO BEINSET STYLE WITH FRAMED SWINGINGGLASS DOORS; 13" DEPTH MAXIMUM;WITH ADJUSTABLE SHELVES. TO BEMOUNTED WITH HANGER RAILS.

4. DRAWER AND DOOR PULLS TO BESTAINLESS STEEL WIRE PULL, MINIMUM4" IN LENGTH,

5. DOORS TO HAVE POSITIVE CATCH.

6. HINGES TO BE STAINLESS STEEL INSET5-KNUCKLE.

7. CASE WORK PRODUCT NUMBERS AREFROM KEWAUNEE STEEL LABORATORYFURNITURE CATALOG.

4"8"

16

25 24

1 3

2

3

2

3

2

11

24

9 8

23

10 811

22

12

21

13

20

1414

2626

15

27

4

2"

2 3

6'-0

"

412"

2'-8

"

5'-4"

21'-4"

10'-8"

5

2

3

6

2 3

111 2

"

2"

2"x2"x18"ANGLE LEDGER-PAINT BLACK-BOTH SIDES

1717 17

4"8"

7

1 2"

SCALE

INTERIOR WALL ELEVATION AT CONTROL ROOM WINDOW9

A601 3/8" = 1'-0"

1'-4"

4'-0"

SCALE

INTERIOR WALL ELEVATION AT CORRIDOR WALL10

A601 3/8" = 1'-0"

SCALE

DOOR HEAD GYP BOARD WALL13

A601 3" = 1'-0" SCALE

DOOR HEAD8" CMU WALL12

A601 3" = 1'-0"

SUSPENDED GRIDCEILING ASSCHEDULED

EXISTING CMUWALL

38" EPOXY SET

ANCHORS AT 2'-0"CENTERS INTOEXISTING CMU WALLS

38" EPOXY SET

ANCHORS AT BONDBEAM INTO EXISTINGCMU WALLS

EXISTING STRUCTURALCEILING

GYPSUM BOARD WALLTO STRUCTURALCEILING

SEE WALL TYPE #3FOR CONNECTION TOCEILING

NEW

4" V

INYL

BASE

PAIN

T NE

W G

YP. B

D. S

OFF

IT

PAIN

T M

ETAL

DO

OR

S AND

FR

AM

ES

AND

MIS

C. T

O M

ATC

H W

ALL

SPA

INT

ALL

RACEW

AY,

PIP

ING

,

GR

ID C

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NGR

EPAIR

EXI

STIN

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USPE

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& NE

W:

PIPE

S, H

VAC, C

OND

UIT,

ETC

.PA

INT

EXIS

TING

CEI

LING

; EXI

STIN

G

B141

B140

PAIN

T EX

ISTI

NG A

ND N

EW W

ALL

S

ROOM FINISH SCHEDULE

EXIS

TING

TO

REM

AIN

FLOORING WALLS CEILING REMARKS

EAST

NORTH

WEST

SOUTH

CEI

LING

HEI

GHT

NEW

REI

NFO

RCED

CO

NCR

ETE

SLAB

EXIS

TING

TO

REM

AIN

NEW

SUS

PEND

ED G

RID

CEI

LING

9'-0"

ROOM NAME

FEED STORAGE

CPET SCANNER

BASEROOM

NUMBER

EXIS

TING

TO

REM

AIN

EXIS

TING

TO

REM

AIN

14'-7"

B141A CPET CONTROL RM

B141B RAD. LAB.

B142 VESTIBULE

B142A CANINE ISOLATION

B142B FELINE ISOLATION

B142C PET KENNEL

B143 RAD. WASTE STORAGE

8'-0"

8'-0"

8'-0"

9'-0"

8'-0"

9'-0"

15'-7"

GYPSUM BOARD SOFFITS AT 8'-0" A.F.F.

NEW

4" R

OLL

UP

EPO

XY

BASE

EPO

XY F

LOO

R

PAIN

T NE

W W

ALL

S O

NLY

PHASE

1 N

.I.C.

PHASE

2

PROVIDE SOUND BATTS ABOVE CEILING

ALTERNATE = EPOXY FLOOR WITH VINYL BASE

SEALE

D C

ONC

. W/

FINE

AG

GR

EGATE

BASE BID

BASE BIDALTERNATE #2ALTERNATE #2

BASE BID

3'-4" 8"

SCALE

DOOR JAMB8" CMU WALL11

A601 3" = 1'-0"

3

REINFORCED CAVITIESGROUTED FULL HIGHT

2"

2'-2"

2"

18

VINYL BASE ATCASEWORK



3'-4

"

4'-0

"

B141A.2

1" x 4"CURB

PHASE

1 N

.I.C.

PHASE

2

*

SCALE

DOOR HEAD4" CMU WALL15

A601 3" = 1'-0" SCALE

DOOR JAMB4" CMU WALL14

A601 3" = 1'-0"

CMU INFILL AT WALLOPENING ( RUNNINGBOND)

EXISTING BLOCK WALL

NEW FRAME AND DOORAS SCHEDULED

B141A.1

GROUTED CELL WITH 1) #5REBAR TYPICAL

BONDBEAM

2'-8"TYPICAL

EPOXYPAINTFINISH

EXIS

TING

CO

LUM

N

EXIS

TING

CO

LUM

N

B141.1B142.1

SEE STRUCTURAL DETAILSFOR SURFACE MOUNTEDSTEEL BUCKS

RO

OM

USAG

E

RO

OM

NUM

BER

SIZE MATERIALTYPE HEAD

DETAILS

JAMB SILL

REMARKS

GLA

ZING

TYPE

1 B141A CONTROL 4'-0" X 4'-0" 1 H.M.

SCALE

WINDOW HEAD4" CMU WALL17

A601 3" = 1'-0" SCALE

WINDOW JAMB4" CMU WALL16

A601 3" = 1'-0"

PHASE 1N.I.C.

35 8"

35 8"

35 8"

35 8"

47 8"

75 8"

75 8"

164" LEAD SHIELDED DOOR & FRAME






164" LEAD SHIELDED FRAME -164" LEAD EQUIVALENT GLAZING SPEC 13.4905; 2.03

See Spec Section 08-1113 & 08-7100 for additional information & Hardware Types

CMU INFILL AT WALLOPENING ( RUNNINGBOND)

PHASE 2 INCONTRACT


38" EPOXY SET



38" EPOXY SET


1

PHASE 1N.I.C.

1. ALTERED PHASE LINE.2. CHANGED FULL HEIGHTINFILL TO INFILL OFEXISTING OPENING ONLY.

1

NEW GRID CEILING ALTERNATE #1

NEW GRID CEILING ALTERNATE #1

ALTERNATE #11 REVISED CEILING FINISHES

AutoCAD SHX TextLABORATORY EQUIPMENT SCHEDULE

AutoCAD SHX TextDOOR AND FRAME SCHEDULE

AutoCAD SHX Text12

AutoCAD SHX TextA601

AutoCAD SHX Text11


AutoCAD SHX Text15


AutoCAD SHX Text14


AutoCAD SHX Text12


AutoCAD SHX Text11


AutoCAD SHX Text15


AutoCAD SHX Text14


AutoCAD SHX Text12


AutoCAD SHX Text11


AutoCAD SHX Text15


AutoCAD SHX Text14


AutoCAD SHX Text13


AutoCAD SHX Text13


AutoCAD SHX Text13


AutoCAD SHX Text13


AutoCAD SHX Text12


AutoCAD SHX Text11


AutoCAD SHX Text13


AutoCAD SHX Text13


AutoCAD SHX Text15


AutoCAD SHX Text14


AutoCAD SHX TextWINDOW/LOUVER SCHEDULE

AutoCAD SHX TextWINDOW NUMBER

AutoCAD SHX TextWINDOW/LOUVER

AutoCAD SHX Text17


AutoCAD SHX Text16


goldenjJAG Seal

WL

WL

WL

OC

A

B

A

A

D

E

B

B B B B

A

A

A

B

1/8"