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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.”
Addendum 3 – 5 SPECIFICATION SECTION 07 6200 SHEET METAL FLASHING AND TRIM
At section 2.4 GUTTER AND DOWNSPOUT FABRICATION, change line A. to read: “Downspouts: Round profile.”
Addendum 3 – 6 SPECIFICATION SECTION 07 6200 SHEET METAL FLASHING AND TRIM
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.
1714 KPS Buffalo Hills Elementary School Additions and Renovations #1 2
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.
Addendum 3 – 9 Sheet A1.1 – Floor Plan - Clerestory
Replace detail 4/A1.1 with detail 4/A1.1 on attachment A1.1 to Addendum #3, dated 02/23/2018.
Addendum 3 – 10 Sheet A1.1 – Floor Plan - Clerestory
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.
1714 KPS Buffalo Hills Elementary School Additions and Renovations #1 3
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
($_____________________ ______________), in lawful money of the United States of America.
ALTERNATES:
2/18BID FORM 00 4100 - 2
Wilkins Architecture Design Planning, L.L.C. WilkinsADP 1727
Alternate No. 1: DEDUCT: Provide a price to substitute “ICT” glazing in lieu of ElectrochromicTintable “EC” glazing at all occurrences of “EC” where indicated in the Drawings and asSpecified. In conjunction with this, provide Motorized Roller Shade “RS-2” at all windows thatwere scheduled to receive “EC”. Provide and install all electrical work associated with "RS-2"and delete all electrical associated with “EC” if this alternate is accepted. Provide digitallyprrinted glass logo on west curtain wall as indicated in drawings.
($______________________________), 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
Wilkins Architecture Design Planning, L.L.C. WilkinsADP 1727
Date and State of Incorporation:___________________________________________________
END OF BID FORM
1
A6.0
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TELLER LINES
102
CORR.
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D
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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.
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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' -
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5' -
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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
ALUM. CURTAIN WALL FRAME
ALUM. STOREFRONT FRAME
1' - 0 3/8"
3 7
/8"
9"
B
4
ALUM. CURTAIN WALL FRAME
ALUM. BRAKE METAL SILL ON SOLDIER COURSE BRICK CORNICE BELOW
STEEL COLUMN; SEE STRUCT.
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
BACKER ROD AND SEALANT; BOTH SIDES
ALUM. STOREFRONT FRAME
3" 3" 3"
8 3
/8"
3 5
/8"
SEALANT; BOTH SIDES
C
9
FALSE MULLION
ALUM. STOREFRONT FRAME
STEEL COLUMN; SEE STRUCT.
GWB BULKHEAD BELOW
STEEL BEAM BELOW; SEE STRUCT.
A
2X WOOD BLOCKING
NICHIHA (FIBER CEMENT) SPACER
FACE FASTENER
NICHIHA PANEL
CONT. PREFINISHED METAL FLASHING BY ALUM. STOREFRONT CTR.
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
ALUM. STOREFRONT FRAME
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"
ALUM. CURTAIN WALL FRAME
STEEL COLUMN; SEE STRUCT.
DEW
-1
BRICK BELOW
SOLDIER COURSE BRICK CORNICE
2
C
BACKER ROD AND SEALANT
2 3
/4"
9" 4"
4"
B
3
D
ALUM. CURTAIN WALL FRAME
BACKER ROD AND SEALANT; BOTH SIDES (TYP)
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"
STEEL COLUMN; SEE STRUCT.
B
4
D
3 5
/8"
3 5
/8"
6" 3"
ALUM. CURTAIN WALL FRAME
BACKER ROD AND SEALANT; BOTH SIDES (TYP)
B
STEEL COLUMN; SEE STRUCT.
ALUM. BRAKE METAL BY ALUM. CURTAIN WALL CTR.
WOOD BLOCKING
SOLDIER COURSE BRICK
CORNICE
BACKER ROD AND SEALANT
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"A1.15 PLAN DETAIL
SCALE: 1 1/2" = 1'-0"A1.13 PLAN DETAIL
SCALE: 1 1/2" = 1'-0"A1.16 PLAN DETAIL
SCALE: 1 1/2" = 1'-0"A1.14 PLAN DETAIL SCALE: 1 1/2" = 1'-0"A1.1
7 PLAN DETAIL (TYP)
SCALE: 1 1/2" = 1'-0"A1.18 PLAN DETAIL
SCALE: 1 1/2" = 1'-0"A1.19 PLAN DETAIL
SCALE: 1 1/2" = 1'-0"A1.110 PLAN DETAIL
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
CONT. PREFINISHED METAL FLASHING BY ALUM. STOREFRONT CTR.
BACKER ROD AND SEALANT
ALUM. CURTAIN WALL FRAME
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
FOAMED-IN-PLACE INSULATION
5/8" EXTERIOR GWB SHEATHING
ALUM. DRIP FLASHING AND SEALANT AT HEAD BY ALUM. STOREFRONT CTR.
BACKER ROD AND SEALANT
3 5/8" MTL STUDS AT 16" o.c.
FOAMED-IN-PLACE INSULATION AT DECK FLUTE CAVITY
ALUM. STOREFRONT FRAME
A4.1
5
STEEL JOIST; SEE STRUCT.
B.O. SOFFIT
118'4"
3 5/8" MTL STUD KICKERS AT 32" O.C. (TYP)
CONTINUOUS PERIMETER LINEAR LIGHT FIXTURE; SEE ELEC.
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
3 5/8" MTL STUD FRAMING; 16" O.C.
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
FOAMED-IN-PLACE INSULATION
EW-6
RA-1
3' -
3"
3"
5/8" EXT. GWB SHEATHING
WEATHER BARRIER
1 1/2" METAL PANEL
CONTINUOUS PERIMETER LINEAR LIGHT FIXTURE; SEE ELEC.
B.O. SOFFIT
118'4"
3 5/8" MTL STUD KICKERS AT 32" O.C. (TYP)
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
FOAMED-IN-PLACE INSULATION AT STUD CAVITY
ROOF DRAIN BEYOND; SEE MECH.
ALUM. STOREFRONT FRAME
CONT. PREFINISHED METAL FLASHING BY ALUM. STOREFRONT CTR.
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.
FOAMED-IN-PLACE INSULATION AT STUD CAVITY
CONT. PREFINISHED METAL FLASHING BY ALUM. STOREFRONT CTR.
3 5/8" MTL STUD KICKERS AT 32" O.C. (TYP)
TYP
2' - 9"
ALUM. BRAKE METAL BY ALUM. STOREFRONT CTR. ON
PLYWOOD BLOCKING
A4.1
6
ALTERNATE
CONTINUOUS PERIMETER LINEAR LIGHT FIXTURE; SEE ELEC.
STEEL BEAM; SEE STRUCT.
STEEL JOIST; 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"
3 5/8" MTL STUD FRAMING; 16" O.C.
(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
STEEL COLUMN; SEE STRUCT.
ALUM. STOREFRONT FRAME
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
WILKINS Architecture|Design|Planning L.L.C.
Project Number:
Date:
Revision/Issue Date
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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
STEEL BEAM; SEE STRUCT.
A4.2
4
STEEL JOIST; SEE STRUCT.
GWB BULKHEAD
STEEL BEAM; SEE STRUCT.
STEEL JOIST; SEE STRUCT.
FA-1 FA-1
4 7/8" 2' - 11 1/2"
3 3/8" 1' - 2 5/8"
1' - 6"
FLOOR PLAN - FIRST100' - 0"
T.O.W.115' - 4"
T.O. JST114' - 0"
T.O. JST - ROOF120' - 3"
C
STEEL BEAM; SEE STRUCT.
FA-1
B
A7.3
6
RA-1
CA-2
A7.4
2
FLOOR PLAN - FIRST100' - 0"
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.
FOAMED-IN-PLACE INSULATION AT STUD CAVITY
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.
ALUM. STOREFRONT FRAME
V.I.F. TO HIDE STEEL BEAM
1' - 2"
B.O. CEILING
12' - 0" A.F.F.
T.O. WALL
115'- 4"
BACKER ROD AND SEALANT; BOTH SIDES
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.
ALUM. STOREFRONT FRAME
B.O. SOFFIT
118' - 4"
5/8" EXT. GWB SHEATHING ON 3 5/8" MTL STUDS AT 16" O.C.
FOAMED-IN-PLACE INSULATION AT STUD CAVITY
CONT. PREFINISHED METAL FLASHING BY ALUM. STOREFRONT CTR.
3 5/8" MTL STUD KICKERS AT 32" O.C. (TYP)
1 5/8"2' - 7 3/8" CONTINUOUS
PERIMETER LINEAR LIGHT FIXTURE; SEE ELEC.
STEEL BEAM; SEE STRUCT.
STEEL JOIST; SEE STRUCT.
3 5/8" MTL STUD FRAMING; 16" O.C.
(TYP)
1' - 0"
CA-2
4:12 SLOPED GWB CEILING; PAINTED P-1
FIBER CEMENT WALL BEYOND
A4.1
5
A7.3
7
ALTERNATE
FOAMED-IN-PLACE INSULATION AT DECK FLUTE CAVITY
CA-2
2 1/2" MTL STUD FRAMING; 16" O.C.
(TYP)
C
RECESSED MOTORIZED ROLLER SHADE HEADBOX
SEALANT
3 5/8" 3 3/8" 5 1/8"
Sheet Number:
Copyright © 2018
WILKINS Architecture|Design|Planning L.L.C.
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: 1/2" = 1'-0"A7.32 WALL SECTION
SCALE: 1/2" = 1'-0"A7.31 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
SCOTCHCAL GRAPHIC FILM OR APPROVED EQUAL
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
SCOTCHCAL GRAPHIC FILM OR APPROVED EQUAL
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
WILKINS Architecture|Design|Planning L.L.C.
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:
L.L.C. Copyright © 2015 Project Number: Sketch Date:
First Central Bank
Cambridge Branch
Cambridge, Nebraska1727 02/23/2018
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:
L.L.C. Copyright © 2015 Project Number: Sketch Date:
First Central Bank
Cambridge Branch
Cambridge, Nebraska1727 02/23/2018
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