first central bank cambridge branch - … addendum 3_pdfcambridge… · 1714 kps buffalo hills...

1714 KPS Buffalo Hills Elementary School Additions and Renovations #1 1

First Central Bank Cambridge Branch

Addendum 3

Cambridge, Nebraska

1727 Wilkins Architecture Design Planning 2908 West 39th Street, Suite A Kearney, Nebraska 68845 Date Issued: February 23, 2018 308-237-5787 Bid Date: February 27, 2018 TO ALL BID DOCUMENT HOLDERS OF RECORD:

Acknowledge receipt of this addendum by inserting its number in the space provided on the BID FORM. Failure to do so may subject Bidder to disqualification. This Addendum forms a part of the BIDDING DOCUMENTS and modifies them as follows.

- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Addendum 3 – 1 CLARIFICATION NOTE

In Pre-bid Attendees List, added by Addendum #1, change email address for Duncan Theis Const. to [email protected] and [email protected].

Addendum 3 – 2 SPECIFICATION SECTION 00 4100 BID FORM

Replace bid form in its entirety with attached bid form. Addendum 3 – 3 SPECIFICATION SECTION 01 1000 SUMMARY

At section 1.3 WORK BY OWNER, revise line B.1 to read: 1. Earthwork and grading as follows:

a. The owner’s contractor will provide the following: i. Backfilling around building ii. Over excavation iii. Erosion Control

b. The following will not be provided by the owner’s contractor: i. Digging/Excavating for footings. Any digging/excavating required for

footings will be the responsibility of the concrete contractor. ii. Trenching for trades. Any digging/backfilling of trenches required for

specific trades will be the responsibility of the trades. Proper compaction must be attained.

Addendum 3 – 4 SPECIFICATION SECTION 07 6200 SHEET METAL FLASHING AND TRIM

At section 2.1 SHEET MATERIALS, change line A.2. to read: “Color: Custom. To match 07 4646 Fiber Cement Wall Panels OR 07 4213 Metal Wall Panels, where indicated.”


At section 2.4 GUTTER AND DOWNSPOUT FABRICATION, change line A. to read: “Downspouts: Round profile.”


At section 2.4 GUTTER AND DOWNSPOUT FABRICATION, change line B.1 Gutters and Downspouts to read: “Downspout Size and Style: 3 inch, round, smooth.”

Addendum 3 – 7 Sheet A1.1 – Floor Plan - Clerestory

Replace 1/A1.1 FLOOR PLAN – CLERESTORY with revised A1.1 FLOOR PLAN CLERESTORY on attachment A1.1 to Addendum #3, dated 02/23/2018.


Addendum 3 – 8 Sheet A1.1 – Floor Plan - Clerestory Replace detail 2/A1.1 with detail 2/A1.1 on attachment A1.1 to Addendum #3, dated 02/23/2018.


Replace detail 4/A1.1 with detail 4/A1.1 on attachment A1.1 to Addendum #3, dated 02/23/2018.


Replace details 6/A1.1 and 7/A1.1 with details on attachment A1.1 to Addendum #3, dated 02/23/2018.

Addendum 3 – 11 Sheet A3.0 – Reflected Ceiling Plan & Details

At INTERIOR WALL ASSEMBLIES, update metal stud gage sizes on wall types A and B as indicated on attachment ASK-10 to Addendum #3, dated 02/23/2018.

Addendum 3 – 12 Sheet A3.0 – Reflected Ceiling Plan & Details

At detail 6/A3.0. add note pointing to bottom face of bulkhead that reads “3/4” CHERRY VENEER PLYWOOD; STAINED AND SEALED WD-1.”

Addendum 3 – 13 Sheet A3.0 – Reflected Ceiling Plan & Details At detail 6/A3.0. revise note to read “3/4” HARDWOOD TRIM AND 1/4” VENEER INSET PANEL; ALL EXPOSED SIDES STAINED AND SEALED WD-1.”

Addendum 3 – 14 Sheet A3.0 – Reflected Ceiling Plan & Details At 2/A3.0, remove all references to detail 2/A4.1 or 3/A7.4.

Addendum 3 – 15 Sheet A4.0 – Roof Plan and Details At details 6/A4.0 and 7/A4.0, modify expansion joint detail to show a rounded bellow and eliminate prefinished metal flashing above expansion joint, as shown in attachment ASK-12 to Addendum #3, dated 02/23/2018.

Addendum 3 – 16 Sheet A4.1 – Roof Details Delete detail 2/A4.1 in its entirety.

Addendum 3 – 17 Sheet A4.1 – Roof Details Replace detail 4/A4.1 with detail 4/A4.1 on attachment A4.1 to Addendum #3, dated 02/23/2018.

Addendum 3 – 18 Sheet A5.0 – Exterior Elevations At detail 5/A5.0, note “1/4” ALUMINUM PLATE; SEE ELEVATION,” delete “1/4” and add “; SEE DETAILS 6/A5.0, 7/A5.0, AND 7/A9.2 FOR PLATE THICKNESS,” to the end of the note.

Addendum 3 – 19 Sheet A5.0 – Exterior Elevations At detail 6/A5.0, note “1/4” ALUM. METAL LETTERS, DARK BRONZE, BACKLIT; SEE ELEC. FOR CONNECTIONS,” change 1/4” to 1” as shown on attachment ASK-11 to Addendum #3, dated 02/23/2018.

Addendum 3 – 20 Sheet A5.0 – Exterior Elevations At detail 6/A5.0, change internally lit sign note to read “INTERNALLY LIT SIGN; SIGN TO HAVE PREFINISHED METAL HOUSING, FRONT-LIT INTERNAL ILLUMINATION BY LED LIGHT SOURCE; SEE ELEC. FOR CONNECTION,” as shown on attachment ASK-11 to Addendum #3, dated 02/23/2018.

Addendum 3 – 21 Sheet A5.0 – Exterior Elevations At detail 7/A5.0, change note “METAL NUMBER AND LETTERS; DARK BRONZE” to read “1/2” ALUM. METAL NUMBERS AND LETTERS; DARK BRONZE,” as shown on attachment ASK-11 to Addendum #3, dated 02/23/2018.


Addendum 3 – 22 Sheet A5.0 – Exterior Elevations At detail 7/A5.0, “PATTERSON” alum. metal plate letters are to be 4” tall (typ). Add dimension string 4” TYP to “O” as shown on attachment ASK-11 to Addendum #3, dated 02/23/2018.

Addendum 3 – 23 Sheet A7.3 – Wall Sections Replace detail 6/A7.3 with revised detail 6/A7.3, and revise detail callouts on 2/A7.3, as shown on attachment A7.3 to Addendum #3, dated 02/23/2018.

Addendum 3 – 24 Sheet A7.4 – Wall Sections Delete detail 3/A7.4 in its entirety.

Addendum 3 – 25 Sheet A8.1 – Window Types Replace Window Types B, D, and E with revised Window Types on attachment A8.1 to Addendum #3, dated 02/23/2018.

Addendum 3 – 26 Sheet A8.1 – Window Types Add: WINDOW TYPES GENERAL NOTES 1. AT CURTAIN WALL SYSTEMS, ALLOW OPTION TO PROVIDE 4-SIDED SSG SYTEM W/O PRESSURE PLATES OR COVERS IN LIEU OF 4-SIDED SSG SYSTEM WITH CAPTURED PERIMETER.

Addendum 3 – 27 Sheet A9.0 – Room Finish Schedule At ROOM FINISH SCHEDULE, remove RS-1 from rooms 111 and 112.

Addendum 3 – 28 Sheet A9.2 – Interior Elevations At interior elevation 7/A9.2, change signage note to read “1/4” ALUM. METAL LETTERS, DARK BRONZE TO MATCH EXTERIOR SIGNAGE; CENTER ABOVE CASEWORK; CTR TO ADD BACKING IN WALL FOR STANDOFFS BY SIGNAGE MFR.”

Addendum 3 – 29 Sheet M1.0 – Floor Plans - Mechanical Roof drains from upper roof to have 3” pipe through canopy with roof downspout attached to end (See arch detail 4/A4.1). Eliminate PVC elbow to terminate as added in Addendum #1.

Addendum 3 – 30 Sheet S2.1 – Foundation Plan At sheet note 7, revised by Addendum #1, the unit price for additional services cost to extend the bottom of the footings lower shall be in Cubic Yards.

2/18BID FORM 00 4100 - 1

Wilkins Architecture Design Planning, L.L.C. WilkinsADP 1727

SECTION 00 4100

BID FORM

THE PROJECT AND THE PARTIES

1.1 TO: First Central Bank of Cambridge

1.2 FOR: First Central Bank - Cambridge Branch

1.3 SUBMITTED BY: (Bidder to enter name and address)

A. Bidder's Full Name ____________________________________________________________

1. Address _________________________________________________________________

1. City, State, Zip_____________________________________________________________

Telephone_______________________ E-mail __________________________________

1.4 OFFER

A. The undersigned, being familiar with the local conditions affecting the cost of the Work, theInstructions to Bidders, Bid Form, Bidding Requirements, General Conditions, SupplementalConditions, Specifications, Construction Drawings and Addenda which govern the purchase ofmaterial and labor and the awarding of contracts, hereby proposes to furnish all labor, materials,equipment and services required for the Construction of the proposed project and to performsuch work in accordance with the Contract Documents for the following sums.

B. In submitting this bid, I agree: To hold my bid open for thirty (30) days after the receipt of bids. To enter into and execute an "Owner-Contractor Agreement", based upon this bid, if this

bid is accepted by the Owner. To perform all work required by the Contract Documents.

C. In submitting this Proposal, it is understood that the right is reserved by the Owner to accept anyproposal which, in its judgment, is the lowest and best proposal, and to waive any irregularitiesor informalities in any proposal.

D. Amounts shall be shown in both words and figures. In case of discrepancy, the amount shownin words shall govern.

BASE BID: Provide all work as required by the Contract Documents for the sum of

____________________ __________________________________________________ dollars

($_____________________ ______________), in lawful money of the United States of America.

ALTERNATES:

2/18BID FORM 00 4100 - 2


Alternate No. 1: DEDUCT: Provide a price to substitute “ICT” glazing in lieu of ElectrochromicTintable “EC” glazing at all occurrences of “EC” where indicated in the Drawings and asSpecified. In conjunction with this, provide Motorized Roller Shade “RS-2” at all windows thatwere scheduled to receive “EC”. Provide and install all electrical work associated with "RS-2"and delete all electrical associated with “EC” if this alternate is accepted. Provide digitallyprrinted glass logo on west curtain wall as indicated in drawings.

($______________________________), in lawful money of the United States of America.

Alternate No. 2: DEDUCT: Provide a price to substitute a Metal-Faced Composite Wall PanelSystem in lieu of Aluminum Wall Panel System.

1.5 CONTRACT TIME

The undersigned Bidder hereby declares that he has visited the site of the work and hascarefully examined the Contract Documents pertaining to the work covered by the above bid.

Complete the Work within the time stated under Work Sequence in Section 01 1000 Summary.

1.6 ADDENDA

A. The following Addenda have been received. The modifications to the Bid Documents notedbelow have been considered and all costs are included in the Bid Sum.

I have received Addendum ___________ through __________, and have included theirprovisions in my bid.

1.7 BID FORM SIGNATURE(S)

A. The Corporate Seal of

B. ____________________________________________________________________________

C. (Bidder - print the full name of your firm)

D. was hereunto affixed in the presence of:

E. ____________________________________________________________________________

F. (Authorized signing officer, Title)

G. (Seal)

($______________________________), in lawful money of the United States of America.

2/18BID FORM 00 4100 - 3


Date and State of Incorporation:___________________________________________________

END OF BID FORM

1

A6.0

3

A6.0

4

A6.0

5

A6.0

2

A7.3

LOBBY

101

TELLER LINES

102

CORR.

C1

C

D

B

4 6 7 8 92

A1.1

5

A1.1

3

A1.1

6

A1.1

2

VESTIBULE

100

JAN.

121

PRINT/COPY

104

TELLER

WORK AREA

103

BREAK ROOM

105

BOARD ROOM

106

WOMEN'S

TOILET

T1

MEN'S TOILET

T2

CORR.

C3

A1.1

4

6

A3.0

3

A3.1

4

A3.1

51 3

E

A

1

A7.3

5

A7.1

6

A7.1

5

A7.2

A1.1

7

B

I

H

100A

100B

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F

E

C

5

A3.1

3

A7.2

3

A7.3

4

A7.2

1

A7.0

7

A7.0

EW-7EW-7

7

A4.1

A1.1

2

A1.1

2

SIM

1' -

0 7

/8"

29' -

0"

1' -

0 7

/8"

106' - 6 3/8"

31' -

1 3

/4"

4' - 5 7/8" 1' - 1"6' - 0 3/8" 7' - 8 5/8" 19' - 5" 16' - 7 3/8" 12' - 0" 24' - 0" 18' - 6"

1' - 2 1/8"

4 1

/2"

11' -

2 3

/8"

18' -

9 7

/8"

1' -

0"

5' -

4"

5' - 5 1/8"

26' -

4"

3' -

0 3

/4"

A1.1

71

A7.4

4

A4.1

TYP

TYP

SIM

C

ALUM. BRAKE METAL SILL ON SOLDIER

COURSE BRICK CORNICE BELOW; WHERE OCCURS

ALUM. STOREFRONT FRAME

BACKER ROD AND SEALANT; BOTH SIDES

5/8" GWB; PAINTED

6" COLD-FORMED METAL STUDS AT 16" O.C. (TYP); SEE STRUCT.

5/8" EXT. WOOD SHEATHING

6" FOAMED-IN-PLACE INSULATION

5/8" GWB SHEATHING

A

4 7

/8"

8 3

/8"

3 5

/8"

6"

EW

-7

CONT. PREFINISHED METAL FLASHING BY ALUM. STOREFRONT CTR.

GWB SILL BELOW AT SIM.

C

2

ALUM. BRAKE METAL WRAP BY ALUM. STOREFRONT CTR.

ALUM. BRAKE METAL SILL ON SOLDIER COURSE BRICK CORNICE BELOW

PREFINISHED METAL FLASHING PARAPET

CAP BELOW

ALUM. STOREFRONT

CORNER FRAME

ALUM. STOREFRONT

FRAME

4 1/2"

4 1

/2"

8 3

/8"

9 5

/8"

9" 4"

ALUM. CURTAIN WALL FRAME

STEEL COLUMN; SEE STRUCT.

WALL BELOW

B

3

PREFINISHED METAL CAP FLASHING BELOW

ALUM. BRAKE METAL SILL BELOW



1' - 0 3/8"

3 7

/8"

9"

B

4


ALUM. BRAKE METAL SILL ON SOLDIER COURSE BRICK CORNICE BELOW


WALL BELOW

ALUM. BRAKE METAL BY ALUM. STOREFRONT CTR. ON 1/2" PLYWOOD

TREATED 2X WOOD BLOCKING

4" DIA. GALV. STEEL ROOF DOWNSPOUT W/ ELBOW BEYOND; PAINTED DARK

BRONZE TO MATCH ALUM. STOREFRONT. PROVIDE

NECESSARY ATTACHMENT TO ALUM. STOREFRONT FRAME

9 5

/8"

8 3

/8"

4 1

/2"

3/8

"

GWB SILL BELOW

2X WOOD BLOCKING



3" 3" 3"

8 3

/8"

3 5

/8"

SEALANT; BOTH SIDES

C

9

FALSE MULLION



GWB BULKHEAD BELOW

STEEL BEAM BELOW; SEE STRUCT.

A

2X WOOD BLOCKING

NICHIHA (FIBER CEMENT) SPACER

FACE FASTENER

NICHIHA PANEL


EW

-7

BACKER ROD AND SEALANT; BOTH SIDES (TYP)

11 1

/2"

3 5

/8"

2' -

7 7

/8"

9 1/2" 9 5/8" 4 1/2"

NICHIHA (FIBER CEMENT) PRE-MADE 3.5" x 3.5" OUTSIDE CORNER


4" DIA. GALV. STEEL ROOF DOWNSPOUT W/ ELBOW BEYOND; PAINTED DARK BRONZE TO MATCH ALUM. STOREFRONT. PROVIDE NECESSARY ATTACHMENT TO ALUM. STOREFRONT FRAME

ALUM. BRAKE METAL COLUMN WRAP BY ALUM. STOREFRONT CTR

ALUM. BRAKE METAL SILL BELOW; WHERE OCCURS

GWB SILL BELOW; WHERE OCCURS

3/8

"4 1

/2"

5 3

/4"

2 5

/8"

2 5

/8"

2"

5"

2 5/8" 2 5/8"



DEW

-1

BRICK BELOW

SOLDIER COURSE BRICK CORNICE

2

C

BACKER ROD AND SEALANT

2 3

/4"

9" 4"

4"

B

3

D



BRICK SOLDIER COURSE CORNICE

PLYWOOD BLOCKING

BRICK BELOW

EW-1

1' - 0 3/8" 3 5/8"

9 5

/8"

3 7

/8"

8 7

/8"


B

4

D

3 5

/8"

3 5

/8"

6" 3"



B


ALUM. BRAKE METAL BY ALUM. CURTAIN WALL CTR.

WOOD BLOCKING

SOLDIER COURSE BRICK

CORNICE


2 7

/8"

6"

BRICK BELOW

SEALANT

Sheet Number:

Copyright © 2018

WILKINS Architecture|Design|Planning L.L.C.

Project Number:

Date:

Revision/Issue Date

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1727

February 2, 2018

A1.1

Floor Plan - Clerestory

SCALE:N 1/8" = 1'-0"A1.11 FLOOR PLAN - CLERESTORY

SCALE: 1 1/2" = 1'-0"A1.12 PLAN DETAIL




SCALE: 1 1/2" = 1'-0"A1.14 PLAN DETAIL SCALE: 1 1/2" = 1'-0"A1.1

7 PLAN DETAIL (TYP)




2 1

T.O. PARAPET

121' - 7"

T.O. DECK

VARIES

STEEL JOIST; SEE STRUCT

3 5/8" MTL STUD KICKERS; 32" O.C. (TYP)

FOAMED-IN-PLACE INSULATION AT DECK FLUTE CAVITY




A4.1

5

1' - 3 1/8"5' - 6 7/8"

6" MTL STUDS AT 16" o.c.

FOAMED-IN-PLACE INSULATION

5/8" EXTERIOR GWB SHEATHING

STEEL JOIST;SEE STRUCT.

B.O. SOFFIT

118' - 4"

CONTINUOUS PERIMETER LINEAR LIGHT FIXTURE; SEE ELEC.

A4.1

6

ALTERNATE

WOOD COVE MOLDING

PROFILE "A" ON WOOD BLOCKING

3/4" HARDWOOD; STAINED AND SEALED ALL EXPOSED

SIDES ON 5/8" GWB ON PLYWOOD BLOCKING

3 5/8" MTL STUD FRAMING; 16" O.C.

5/8" GWB SHEATHING

CA-3

RA-1

2"

4"

4 1/2" FRAME WHERE OCCURS; RETURN ALUM. BRAKE METAL TO FRAME

ALUM. BRAKE METAL ON 3/4" PLYWOOD BLOCKING

8 1/2"9"

5' - 9"

4 1/2"

9

T.O. PARAPET

121' - 7"

T.O. DECK

VARIES


5/8" EXTERIOR GWB SHEATHING

ALUM. DRIP FLASHING AND SEALANT AT HEAD BY ALUM. STOREFRONT CTR.


3 5/8" MTL STUDS AT 16" o.c.



A4.1

5

STEEL JOIST; SEE STRUCT.

B.O. SOFFIT

118'4"

3 5/8" MTL STUD KICKERS AT 32" O.C. (TYP)


6" 5 1/8"

A4.1

6

ALTERNATE

2"

WOOD COVE MOLDING

PROFILE "A" ON WOOD BLOCKING

3/4" HARDWOOD; STAINED AND SEALED ALL EXPOSED SIDES ON 5/8" GWB ON PLYWOOD BLOCKING


5/8" GWB SHEATHING

CA-3

RA-1

3' -

3"

3"

4' - 2 1/8"

AT EAST PARAPET ONLY

3' - 0"

4 1/2"

T.O. PARAPET

121' - 7"

T.O. DECK

VARIES

STEEL DECK ANGLE; SEE STRUCT

PREFINISHED METAL PANEL PARAPET CAP BY METAL PANEL MFR.

ROOF MEMBRANE; EXTEND UP AND OVER TOP OF WALL TO 3" DOWN EXT. FACE OF WALL

CONT. 1x WOOD SHIM

3/4" EXT. WOOD SHEATHING ON 6" MTL STUDS AT 16" o.c.

FOAMED-IN-PLACE INSULATION AT STUD CAVITY

PREFINISHED METAL SILL WITH FIELD DRILL WEEP HOLES AT 16" o.c; BY METAL PANEL MFR.

WEATHER BARRIER; EXTEND UP AND OVER WOOD BLOCKING


EW-6

RA-1

3' -

3"

3"

5/8" EXT. GWB SHEATHING

WEATHER BARRIER

1 1/2" METAL PANEL


B.O. SOFFIT

118'4"


2"

3"

T.O. WALL

115' - 4"

ALUM. BRAKE METAL BY ALUM.

STOREFRONT CTR.

4" DIA. GALV. STEEL ROOF DOWNSPOUT W/ ELBOW BEYOND; PAINTED DARK BRONZE TO MATCH ALUM. STOREFRONT. PROVIDE NECESSARY ATTACHMENT TO ALUM. STOREFRONT FRAME

T.O. PARAPET

121' - 7"RA-1

T.O. DECK

VARIES

ROOF MEMBRANE; EXTEND UP FACE OF WALL

5/8" EXT. WOOD SHEATHING ON 6" MTL STUDS AT 16" O.C.

A4.1

5


ROOF DRAIN BEYOND; SEE MECH.



D

MASONRY TIE

1"

1"

A4.2

4

3/4" EXTERIOR WOOD SHEATHING

B.O. SOFFIT

118' - 4"

9 5/8" 8 3/8" 4 1/2" 2 7/8" 2' - 6 1/8"

5/8" EXT. GWB SHEATHING ON 3 5/8" MTL STUDS AT 16" O.C.




TYP

2' - 9"

ALUM. BRAKE METAL BY ALUM. STOREFRONT CTR. ON

PLYWOOD BLOCKING

A4.1

6

ALTERNATE


STEEL BEAM; SEE STRUCT.


WOOD COVE MOLDINGPROFILE "A" ON WOOD

BLOCKING

3/4" HARDWOOD; STAINED AND SEALED ALL EXPOSED

SIDES ON 5/8" GWB ON PLYWOOD BLOCKING

6"


(TYP)

9"

9" CURTAIN WALL WHERE OCCURS

RA-1

9" 1' - 1"

FOAMED-IN-PLACE INSULATION AT DECK FLUTE CAVITYA.1N

PROVIDE 30"x30" WALKPAD AT ALL ROOF DOWNSPOUTS

SOLDIER COURSE BRICK CORNICE

RECESSED MOTORIZED ROLLER SHADE HEADBOX

9" AT N, S, & W VARIES

5 1/8"

4 1/2"SEALANT

ALUM. STOREFRONT FRAME6" AT E CLERESTORY

NO ALUM. BRAKE METAL OR WOOD BLOCKING AT EAST CLERESTORY

SEALANT9"

9" CURTAIN WALL FRAME WHERE OCCURS

T.O.W.115' - 4"

2

A4.1

3



SIM

PREFINISHED METAL FLASHING BY ALUM. STOREFRONT CTR., RUN UNDER AND FOLLOW SLOPE OF METAL CAP FLASHING AT PARAPET

ALUM. BRAKE METAL COLUMN WRAP BY ALUM. STOREFRONT CTR.

ALUM. BRAKE METAL BY ALUM. STOREFRONT CTR. ON (2) LAYERS OF 1/2" PLYWOOD ON 2X WOOD BLOCKING

MTL STUD TOP PLATE

MTL STUD

Sheet Number:

Copyright © 2018


Project Number:

Date:

Revision/Issue Date

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1727

February 2, 2018

A4.1

Roof Details

SCALE: 1 1/2" = 1'-0"A4.13 DTL - TALL PARAPET - FRONT ENTRY

SCALE: 1 1/2" = 1'-0"A4.11 DTL - TALL PARAPET - EAST WALL

SCALE: 1 1/2" = 1'-0"A4.15 DTL - TALL PARAPET (TYP)

SCALE: 1 1/2" = 1'-0"A4.14 DTL - TALL PARAPET - LOBBY SOUTH AND VESTIBULE NORTH

SCALE: 1 1/2" = 1'-0"A4.16 ALTERNATE NO. 1 - MOTORIZED ROLLER SHADE

SCALE: 1 1/2" = 1'-0"A4.17 DTL - TALL PARAPET - FRONT ENTRY - CLERESTORY

FLOOR PLAN - FIRST100' - 0"

T.O.W.115' - 4"

T.O. JST114' - 0"

T.O. JST - ROOF120' - 3"

C

A4.1

5

EW-7

RA-1

RA-1

C

A

HM DOOR AND FRAME; DOOR 122B

A3.0

7

C


A4.2

4


GWB BULKHEAD



FA-1 FA-1

4 7/8" 2' - 11 1/2"

3 3/8" 1' - 2 5/8"

1' - 6"


T.O.W.115' - 4"

T.O. JST114' - 0"

T.O. JST - ROOF120' - 3"

C


FA-1

B

A7.3

6

RA-1

CA-2

A7.4

2


T.O.W.115' - 4"

9

A7.3

4

A4.1

1SIM

A7.3

5

2" RIGID (R-11) PERIMETER INSULATION

CONCRETE FOOTING; SEE STRUCT.

STRUCT. STOOP; SEE STRUCT.

A7.1

7

CORR.

C3 EW-2

FA-1

4 1/2" 10"

RA-1

9

1/4" TREATED PLYWOOD SHEATHING

1 1/4" METAL PANEL SOFFIT

3' - 0"

EW-2

PREFINISHED METAL SILL WITH FIELD DRILL WEEP HOLES AT 16" O.C.; BY METAL PANEL MFR.

CONT. PREFINISHED MTL FLASHING BY FIBER CEMENT MFR.

1 1/4" METAL PANEL FASCIA

STEEL CHANNEL; SEE STRUCTURAL

STEEL BEAM; SEE STRUCTURAL

STEEL COLUMN; SEE STRUCTURAL

STEEL CHANNEL; SEE STRUCTURAL

1 1/4" METAL PANEL SYSTEM; ATTACH THROUGH ROOFING TO WOOD SHEATHING

A7.3

4

8 1

/4"

SLOPE

EPDM ROOFING; EXTEND UP WALL 12" AND DOWN ALL CANOPY FASCIA SIDES

SURFACE MOUNTED LIGHT FIXTURE; SEE ELEC.


EW-2

4 1/2" 10"

T.O. STEEL

11' - 2" A.F.F.

T.O. STEEL

10' - 7 3/4" A.F.F.

5 7

/8"

9

STEEL BEAM; SEE STRUCTURAL

A.1N

EW-2CA-2

5/8" GWB W/ PAINTED INTERIOR SURFACE ON

3 5/8" METAL STUDS

CONTINUOUS PREFINISHED METAL FLASHING UNDER ALUM. FRAME BY ALUM. STOREFRONT CTR.


V.I.F. TO HIDE STEEL BEAM

1' - 2"

B.O. CEILING

12' - 0" A.F.F.

T.O. WALL

115'- 4"


3/8"

4 1/2"

STEEL COLUMN; SEE STRUCTURAL

PAINT ALL EXPOSED SIDES OF BULKHEAD P-2

9 1/2" 4 1/2" 10"

1' -

9"

1' -

7"

B.O. CEILING

13' - 7" A.F.F.

C

T.O. PARAPET

121' - 7"RA-1

T.O. DECK

VARIES

ROOF DRAIN BEYOND; SEE MECH.


B.O. SOFFIT

118' - 4"

5/8" EXT. GWB SHEATHING ON 3 5/8" MTL STUDS AT 16" O.C.




1 5/8"2' - 7 3/8" CONTINUOUS

PERIMETER LINEAR LIGHT FIXTURE; SEE ELEC.




(TYP)

1' - 0"

CA-2

4:12 SLOPED GWB CEILING; PAINTED P-1

FIBER CEMENT WALL BEYOND

A4.1

5

A7.3

7

ALTERNATE


CA-2


(TYP)

C

RECESSED MOTORIZED ROLLER SHADE HEADBOX

SEALANT

3 5/8" 3 3/8" 5 1/8"

Sheet Number:

Copyright © 2018


Project Number:

Date:

Revision/Issue Date

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February 2, 2018

A7.3

Wall Sections

SCALE: 1/2" = 1'-0"A7.33 WALL SECTION



SCALE: 1 1/2" = 1'-0"A7.35 DTL SECTION EXT. MTL CANOPY

SCALE: 1 1/2" = 1'-0"A7.34 DETAIL SECTION - BULKHEAD

SCALE: 1 1/2" = 1'-0"A7.36 DTL-TALL PARAPET-BREAK ROOM CLERESTORY

SCALE: 1 1/2" = 1'-0"A7.37 ALTERNATE NO. 1 - MOTORIZED ROLLER SHADE

2' -

8"

8' -

0"

A

STOREFRONT (2" X 4 1/2")

EXTERIOR

B

STOREFRONT (2 1/4" X 4 1/2")

CLERESTORY

C

STOREFRONT (2 1/4" X 4 1/2")

CLERESTORY

D

STOREFRONT (2 1/4" X 4 1/2")

CLERESTORY

E

STOREFRONT (2 1/4" X 4 1/2")

CLERESTORY

H

CURTAIN WALL (2 1/4" X 9")

EXTERIOR

F

STOREFRONT (2 1/4" X 4 1/2")

CLERESTORY

G

STOREFRONT (2" X 4 1/2")

INTERIOR

I

CURTAIN WALL (2 1/4" X 9")

INTERIOR

ICT

ICT

ECEC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC EC

TC1 TC1 TC1

4' - 0"

2"

3' -

9"

2"

3' -

9"

2"

2" 3' - 8" 2"

J

INTERIOR

K

INTERIOR

L

INTERIOR

2A8.2

1A

8.2

3A

8.2

5A8.2

6A

8.2

4A

8.2

EC

EC

EC

EC

EC

2 1

/4"

2' -

4 3

/8"

6' -

0 1

/8"

2' -

7 7

/8"

4' -

2 1

/2"

2' -

8 5

/8"

2 1

/4"

18' -

4"

1 7/8"5' - 9 5/8"

1 1/2"

6' - 1"

6

A1.0

7

A8.3

4

A4.1

9A

8.3

3A1.1

9A1.1

10

A8.3

TY

P

EC EC

EC EC

EC EC

EC EC

EC EC

10' - 9 7/8"

2 1

/4"

2' -

4 3

/8"

6' -

0 1

/8"

2' -

7 7

/8"

4' -

2 1

/2"

2' -

8 5

/8"

2 1

/4"

18' -

4"

12

A8.2

9

A1.0

5

A3.0

6A1.1

10A1.1

10

A8.3

TYP

10

A8.3

TY

P1 1/2"

6' - 0 1/2" 4' - 5 5/8"2 1/4"

2 1

/4"

2' -

7 1

/2"

2 1

/4"

3' -

0"

100' - 3 1/2"

1 1/2"1' - 6 5/8" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0 1/4" 5' - 11 3/4" 2' - 5 1/8"

2 1/4"

3A1.1

4A

4.1

2A

7.4

8

A8.3

11

A8.3

6

A1.1

TYP

2 1/4" 5' - 2 1/4" 6' - 0" 6' - 0" 6' - 0" 6' - 5 3/8" 1 1/2"

2 1

/4"

2' -

7 1

/2"

2 1

/4"

3' -

0"

29' - 11 3/8"

4

A1.18

A8.3

1

A4.1

1

A7.1

EC EC EC EC EC11

A8.3

TYP

FALSE MULLION BEYOND

2 1

/4"

2' -

7 1

/2"

2 1

/4"

3' -

0"

2 1/4" 2' - 8 1/2" 5' - 10 7/8" 4' - 0 1/4" 2 1/4"

2' - 10 3/4" 10' - 1 1/4"

13' - 0"

2

A1.1

2A1.1

6A

7.3

2

A7.4

EC

EC

EC 11

A8.3

TYP

2 1

/4"

2' -

7 1

/2"

2 1

/4"

3' -

0"

1 1/2"2' - 8 3/4" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0 3/4" 2 1/4"

39' - 1 1/4"

5A1.1

2A1.1

4

A4.1

4

A4.1

11

A8.3EC EC EC EC EC EC EC

TYP

8' -

8"

2" 3' - 0 1/8"

2"

3' - 0"

2"

3' - 0" 2"

9' - 8 3/8"

SCOTCHCAL GRAPHIC FILM OR APPROVED EQUAL

2"

1' -

10"

8"

5' -

10"

2"

3A8.3

11

A8.4

10

A8.4

2 1

/4"

2' -

7 1

/2"

2 1

/4"

3' -

0"

2 1/4" 1' - 6 3/4" 1 1/2"

1' - 10 1/2"

5

A1.1

3A

4.1

7

A4.1

EC

TC2 TC2

TC2 TC2

TC2 TC2


7' -

2"

2' -

0"

3' -

8"

1' -

6"

2' - 6" 1' - 6"

4' - 0"

6

A8.3

4

A8.3

5

A8.3

SIMBUTT JOINTS(TYP)

TC2 TC2

TC2 TC2

TC2 TC2


1' - 6" 2' - 6"

4' - 0"

7' -

2"

1' -

6"

3' -

8"

2' -

0"

6

A8.3

4

A8.3

5

A8.3

BUTT JOINTS(TYP)

1' - 6" 3' - 0" 3' - 0" 1' - 6"

SCOTCHCAL GRAPHIC FILM OR APPROVED EQUAL W/ GRAPHIC LOGO CUT-OUT, CENTERED ON GLAZING; ARCHITECT TO PROVIDE LOGO INFORMATION

7' -

10"

9' - 0"

TC2 TC2 TC2 TC2

5' -

8"

5' - 3 1/2"

2

A8.3

1

A8.3

BUTT JOINTS(TYP)

1. AT CURTAIN WALL SYSTEMS, ALLOW OPTION TO PROVIDE 4-SIDED SSG SYSTEM W/O PRESSURE PLATES OR COVERS.

Sheet Number:

Copyright © 2018


Project Number:

Date:

Revision/Issue Date

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February 2, 2018

A8.1

Window Types

WINDOW TYPES

WINDOW TYPES GENERAL NOTES

A

PAINTED 5/8" GWB; BOTH SIDES(ONE SIDE AT A.1 AND A.1N)

GA FILE NO. WP 1081UL DESIGN U465STC 49

3" ACOUSTIC BATT INSULATION (AT A AND A.1)

(N = NO INSULATION)

A.1

AN

A.1N

4 1/4" AT A.1 AND A.1N

4 7/8" AT A AND AN

3 5/8" COLD-FORMED MTL STUDS AT 16" O.C.20 GAUGE (MIN.) - 15'-6" HIGH MAX.14 GAUGE - 20'-0" HIGH MAX.

6" COLD-FORMED MTL STUDS AT 16" O.C.20 GAUGE (MIN.) - 23'-0" HIGH MAX.14 GAUGE - 30'-0" HIGH MAX.

B GA FILE NO. WP 1081UL DESIGN U465STC 49B.1

PAINTED 5/8" GWB; BOTH SIDES(ONE SIDE AT B.1)

6" R-19 BATT INSULATION (AT B.2 ONLY)

7 1/4" AT B AND B.2

6 5/8" AT B.1

B.2

3" ACOUSTIC BATT INSULATION (AT B AND B.1)

Sketch Number:

L.L.C. Copyright © 2015 Project Number: Sketch Date:

First Central Bank

Cambridge Branch

Cambridge, Nebraska1727 02/23/2018

ASK-10INT. MTL STUDS

Addendum No. 03

Sheet Ref: A0.1

INTERIOR WALL ASSEMBLIES - Addendum 3

1/2" ALUM. METAL NUMBERS AND LETTERS; DARK BRONZE

1/2" DIA. CONCEALED STAND-OFF ANCHOR ATTACHMENT; SEE DETAIL 5/A5.0

1" DIA. CONCEALED STAND-OFF ANCHOR ATTACHMENT; SEE DETAIL 5/A5.0

1' -

4"

1' -

4"

1' -

4"

TY

P

4"

- COORDINATE STAND-OFF LOCATION WITH LIGHT FIXTURE- FIRST CENTRAL BANK TYPEFACE IS "ITC SYMBOL STD BLACK; CAPS; ITALICIZED"- COORDINATE WITH ARCH FOR OWNER LOGO AND TYPEFACE

LED LIGHTING BY SIGN MFR. COORDINATE FASTENER CLIPS WITH SIGN MFR.; FASTENERS TO BE CONCEALED ON THE BACK SIDE OF THE SIGN ONLY

1/2" DIA. CONCEALED STAND-OFF ANCHOR ATTACHMENTS; SEE DETAIL 5/A5.0 (TYP)

TY

P

7"

INTERNALLY LIT SIGN; SIGN TO HAVE PREFINISHED METAL HOUSING, FRONT-LIT INTERNAL ILLUMINATION BY LED LIGHT SOURCE; SEE ELEC. FOR CONNECTION

1" ALUM. METAL LETTERS, DARK BRONZE, BACKLIT; SEE ELEC. FOR CONNECTIONS.

4' -

0"

Sketch Number:


First Central Bank

Cambridge Branch


ASK-11EXT. SIGNAGE

Addendum No. 03

Sheet Ref: 7/A5.0

SCALE: 1/2" = 1'-0"ASK-111 STREET NUMBER SIGNAGE

SCALE: 1/2" = 1'-0"ASK-112 SIGN ELEVATION

EW-4

T.O. WALL

115' - 4"

T.O. DECK

VARIES

EXTEND ROOFING UP AND OVER TOP OF WALL TO 1" DOWN FACE OF WALL

CONT. 1x WOOD SHIM1 1/2" RIGID INSULATION (R-7.5 MIN.) BETWEEN WOOD STUDS

3/4" EXT. FIRE TREATED WOOD SHEATHING ON EXT. 2x4 FIRE

TREATED WOOD STUD FRAMING AT 24" O.C. ATTACHED TO MTL STUDS

COMPRESSIBLE INSULATION W/ EPDM INSULATION RETAINER

FIRE BARRIER SYSTEM W/ S.S. FOIL HEAT SHIELD

SEE FLOOR PLAN FOR

LOCATION OF PROPERTY LINE

4"

3/4" EXT. FIRE TREATED WOOD SHEATHING ON EXT. 2x2 FIRE

TREATED WOOD STUD FRAMING AT 24" O.C. ATTACHED TO MTL STUDS

PREFINISHED METAL CAP FLASHING

SEALANT

PRE-MANUFACTURED ROOFING EXPANSION JOINT COVER ON DRAPED

EPDM MEMBRANE CLOSURE

AD

JA

CE

NT

BU

ILD

ING

; V

.I.F

.

A4.2

4

FIRE-TREATED WOOD BLOCKING

Sketch Number:


First Central Bank

Cambridge Branch


ASK-12EXP. JOINT

Addendum No. 03

Sheet Ref: A4.0

SCALE: 1 1/2" = 1'-0"ASK-121 DTL - PARAPET - FIRE WALL AT ADJACENT BUILDING - Addendum 3