ADDENDUM - Standardshare Addendum_1R_10_3_17.pdf · addendum shall become part of the contract documents as a revision ... w30x90 (e) 48" girder jiost ... steel joist or steel beam,

Page 1 of 1

12925 West Dodge Road Ph: 402.334.2422 Omaha, NE 68154 Fx: 402.334.9023

ADDENDUM

NOTICE

THIS ADDENDUM IS ISSUED BY THE ARCHITECT TO ALL PARTIES WHO HAVE

RECEIVED BIDDING DOCUMENTS FOR THE ABOVE LISTED PROJECT. THIS

ADDENDUM SHALL BECOME PART OF THE CONTRACT DOCUMENTS AS A REVISION

TO THE ORIGINAL DOCUMENTS.

CONSTRUCTION DOCUMENTS

Changes to specifications:

1. Section 092116 Gypsum Board Assemblies 2.03 Board Materials B. Gypsum Wall Board: Paper faced gypsum panels as defined in ASTM C 1396/C1396M/ sizes to minimize joints in place; ends square cut. 2. Mold Resistance: Score of 10, when tested in accordance with ASTM D3273. a. Mold resistant board is required at all locations.

General Note:

1. Window on south building elevation second level to be removed for delivery of construction materials.

Clarification to drawings:

1. Plumbing rough-ins to be included for Engineering Room 231 and Break Room 230 in Phase 1A. 2. For stud walls located in Phase 2 that are being framed in Phase 1A (between gridlines 1.0 &

2.8), electrical conduits are to be excluded. To be installed at a later time. The following sheets are being re-issued in their entirety:

1. S1-1 – Framing Plans and Structural Sections 2. A0-1 – Demolition Plan 3. A8-2 – Room Finish & Color Material Schedule 4. M1-2 – Second Level Mechanical Plans

Attachments: S1-1, A0-1, A8-2, M1-2

By: Chris Peterson

Date: 10/02/2017 Addendum No: 001R

Project:

RD Industries Tenant

Build Out Project No: 30701

To: Dan Hennings Firm: Lueder

UP UP UP

FIN. FLOOR

100'-0"

T.O. FTG.

SEE PLAN

23

A B

A.4 A.9 B

2.2

2.8

3

TYP.1'-0"

25'-3"

11'-8"

24'-8" 9"

4S1-1

ELEVATOR PIT FOOTING (ELEV. = 96'-0") - COORD. PIT SIZE w/ ARCH.

EXIST. SLAB-ON-GRADE (ELEV. = 100'-0")

NOTE TO CONTRACTOR: CUT AND REMOVE AS MUCH SLAB-ON-GRADE AS REQUIRED TO INSTALL NEW ELEVATOR PIT - PATCH NEW SLAB PER DETAIL 4/S1-1

HSS6x4x1/4 GUIDE RAIL SUPPORT

7S1-1

7S1-1

A.4 A.9 B

2.2

2.8

3

(E)

W14x22

(E)

W14x22

(E) W18x46

(E) W18x46

(E)

W14x22

(E)

W14x22

(E)

W14x22

(E)

W14x22

(E)

W14x22

F.V.

24'-8" 9"

25'-3"

11'-8"

8 5/16" 8 5/16"

1'-1"

EXIST. T.O.S. ELEV. = 111'-7"EXIST. FIN. FLOOR ELEV. = 112'-0"

EQ EQ EQ


NEW FLOOR OPENING

V.W

.A.

9'-10"

5S1-1

5S1-1

6S1-1

6S1-1

(E)

W14x22

A.4 A.9 B

2.2

2.8

3

(E)

48G

JO

IST

GIR

DE

R

(E) 30K11

(E) 30K11

(E) 30K11

(E) 30K11

(E) 30K11

(E) 30K11

(E) 30KCS5

W8x18

24'-8" 9"

25'-3"

11'-8"


HO

IST

BM

.*


8S1-1

F.V

.

6'-0"

F.V

.

6'-0"

F.V

.

6'-0"

F.V

.

6'-0"

9S1-1

9S1-1

9S1-1

* = HOIST BEAM TO ALIGN WITH GUIDE RAILS (COORD. w/ MFR.)

ELEVATOR PIT

VERT. REINF. IN CONC. WALL w/ 90° HOOK. SEE WALL SCHED.

FOOTING, SEE PLAN

COORD. w/ MECH.

SUMP WIDTH

3" 3"

6"

CO

OR

D. w

/ M

EC

H.

SU

MP

DE

PT

H

TYP.

6"

(4)-SIDES1 1/2" TYP.

#5 U-SHAPED BARS at 6"o.c. MAX. EACH WAY; LOCATE at MID-DEPTH of 6" SUMP SLAB.

1"x2" KEY w/ WATER STOP

#3 HAIRPINS @ 12" o.c. (3" WIDE, 24" TALL)

8"

#5 CONT.

SHAFT LINER -SEE ARCH.

GWB - SEE ARCH.

6" STUD WALL

1

15"

#5 @ 18" o.c. E.W. - DRILL AND INSTALL INTO EXIST. SLAB w/ HILTI HY200 ADHESIVE

NEW FLOOR SLAB (MATCH EXISTING THICKNESS)

EXIST. 6" FLOOR SLAB

ALIGN

ELEVATOR GUIDE RAIL BY MFR. CONNECTION OF GUIDE RAIL TO SUPPORT BY MFR.

6" STUD WALL

ADD 14ga CONNECTION PLATE (IF NEEDED) TO ATTACH STUD WALL TO DECK FLUTES

GWB - SEE ARCH.

GWB SHAFT LINER -SEE ARCH.

PROVIDE 1" DEFLECTION TRACK

ATTACH TRACK TO SLAB w/ HILTI 0.157Ø 'X-U' UNIVERSAL KNURLED SHANK FASTENER @ 16" o.c. (1 1/2" EMBED.)

EXISTING FLOOR SLAB

3/4" THICK BASE PLATE

CENTERLINE OF STEEL COL.

(2)-5/8"Ø F1554 GR 36 HEADED A.B.'sOR(2)-5/8"Ø x 6" SIMPSON TITEN HD SCREW ANCHORS

TYP.

1 1/2"

TYP.

1 1/2"

1/4"

COL. TOBP

1/4

"

5"

PL 5/16"x6"x6" EACH SIDE w/ (2)-5/8"Ø THRU-BOLTS (3" GAGE) IN VERT. LONG-SLOTTED HOLES

L3x3x1/4 KICKEREXIST. 30K11 JOIST (TYP.)

3/16TYP.

3/16TYP.W8x18 HOIST BEAM

3/16TYP.

FIELD VERIFY

6'-0"

FIELD VERIFY

6'-0"

4"

9S1-1

5/16" FITTED STIFF. PL's EACH SIDE AT JOIST

L2x2x1/4 EACH SIDE WELDED TO CHORD WHERE CONCENTRATED LOAD IS APPLIED. WELD TO THE OPPOSITE CHORD AT A PANEL POINT.

EXIST. ROOF DECK

EXIST. STEEL JOIST

TYPICAL ALLANGLES 3/16" 1"

HOIST BEAM 5/16" STIFF. PL (EACH SIDE)

NOTES:

1. SEE STRUCTURAL NOTES ON SHEET S0-1.2. COORDINATE AND VERIFY ALL DIMENSIONS WITH ARCHITECTURAL AND EXISTING CONDITIONS.

NOTES:

1. SEE STRUCTURAL NOTES ON SHEET S0-1.2. COORDINATE AND VERIFY ALL DIMENSIONS WITH ARCHITECTURAL AND EXISTING CONDITIONS.

NOTES:

1. SEE STRUCTURAL NOTES ON SHEET S0-1.2. COORDINATE AND VERIFY ALL DIMENSIONS WITH ARCHITECTURAL AND EXISTING CONDITIONS.3. SEE 10/S1-1 FOR T.O.S. ELEVATIONS.

T.O.S. = 132'-2"

T.O.S. = 130'-9"

T.O.S. = 132'-2" T.O.S. = 132'-2"

46'-5"

48'-0"

(E) 30K11

(E) 30K11

(E) 30K11

(E) 30K11

(E) 30K11

(E) 30K11

(E) 30K11

(E)

W30x90

(E)

48"

GIR

DE

R J

IOS

T

ELEVATOR GUIDE RAIL BY MFR. CONNECTION OF GUIDE RAIL TO SUPPORT BY MFR.

HSS6x4x1/4 GUIDE RAIL SUPPORT -COORD. LOCATION w/ ELEVATOR MFR.

3/163 SIDES TYP.

GWB SHAFT LINER - SEE ARCH.

(3/16)

BRACKET PL1/2"x6"x2'-6" (PER ELEV. MFR.) - LOCATE AS REQUIRED BY ELEVATOR MFR. - SEE 11/S1-1

PLAN VIEW


GWB SHAFT LINER - SEE ARCH.

BASE PL5/8"x6"x1'-0" w/ (2)-1/2"Øx3" SIMPSON TITEN-HD SCREW ANCHORS


BRACKET PL1/2"x6"x2'-6" (PER ELEV. MFR.) - LOCATE PER ELEVATOR MFR. -SEE 11/S1-1

6"

1"

PL1/4"x3"x8" EACH SIDE w/ (2)-5/8"Ø THRU-BOLTS IN LONG SLOTTED HOLES

3/16

PL 3/8"x10" WIDE - VERIFY DEPTH IN FIELD - FASTEN TO UNDERSIDE OF SLAB w/ (2)-1/2"Ø SCREW ANCHORS

3 1/2"EXISTING FLOOR SLAB

SECTION SHOWN HEREIN IS TAKEN FROM THE ELEVATOR SHOP DRAWING PROVIDED BY OTIS (ELEVATOR MODEL IS HYDROFIT 2512). PURPOSE OF THIS IS FOR COORDINATING THE BRACKET LOCATIONS - CONTRACTOR SHOULD VERIFY WITH ELEVATOR MFR. PRIOR TO INSTALLATION THAT THESE BRACKET LOCATIONS ARE APPROPRIATE.

TYP.3/16" 2"

ANGLE TO BEAM,TYP. 3/16" 2"

STEEL JOIST OR STEEL BEAM, TYP.

HSS3x3 OR L3x3 EACH SIDE OF OPENING, SEE NOTE 2.

HSS3x3 OR L3x3, SEE NOTE 1 FOR REQUIREMENTS

L4x3x1/4 x 0'-4" (L.L.V.), TYP.

BEAM/JOIST CENTERLINE

NOTES:1. FOR OPENING SIZE < 4'-0", USE L3x3x1/4.

USE HSS3x3x1/4 FOR ALL OPENINGS > 4'-0".

2. FOR DECK SPAN < 4'-0", USE L3x3x1/4. USE HSS3x3x1/4 FOR ALL DECK SPANS > 4'-0"

STEEL JOIST OR STEEL BEAM, TYP.

BEAM/JOIST CENTERLINE

DECK SPAN, SEE NOTE 2

ROOF DECK

THIS DETAIL APPLIES TO NEW OPENINGS IN ROOF DECK FOR EXHAUST FANS, ETC.

L2x2x1/4 EACH SIDE WELDED TO CHORD WHERE CONCENTRATED LOAD IS APPLIED. WELD TO THE OPPOSITE CHORD AT A PANEL POINT.

CONCENTRATED LOAD

METAL ROOF DECK

CONCENTRATED LOAD

STEEL JOIST

TYPICAL ALLANGLES 3/16" 1"

THIS DETAIL APPLIES TO ALL NEW CONCENTRATED LOADS ON EXISTING ROOF JOISTS

A.4 A.9 B

3.7

4

(E)

W14x22

(E)

W14x22

(E)

W14x22

(E) W18x46

(E)

W14x22

24'-8" 9"

12'-7"

1'-6"

3'-5"

1'-0" 2'-11"

C6x8.2 FRAMING ALL 4 SIDES OF NEW FLOOR OPENING

EXIST. T.O.S. ELEV. = 111'-7"EXIST. FIN. FLOOR ELEV. = 112'-0"

15S1-1

FLOOR OPENING FOR DUCTS -SEE MEP

5"

4"

COORD. w/ MEP

SLAB OPENING

EXISTING STEEL BEAM

NEW C6 BEAM PER PLAN

CONN PL 5/16" TYP.

1/2" TYP.

3/16TYP.

3/163 SIDES TYP.

E-13560

JOHNSONANDREW W.

STATE OF NEBRASKA

PR

OFE

SS

IONA L C IV I L

ENGIN

EE

R

12925 West Dodge RoadOmaha, NE 68154Phone: 402.334.2422 Fax: 402.334.9023altusstudios.com

architecture design planning

Consultants:

Client:

Project Title:

Stamp:

Sheet Title:

Sheet Number:

Date:

Project Number:

Drawn By: Project Manager:

2017 Altus Architectural Studios Inc.This document is specifically designed for construction byAltus Architectural Studios andpermission to use/copy this documentin part or whole without writtenconsent of Altus is prohibited.

C

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S1-1

FRAMINGPLANS ANDSTRUCTURALSECTIONS

Tenant Buildout

1/8" = 1'-0"1

FOUNDATION PLAN 1/8" = 1'-0"

2FLOOR FRAMING PLAN

1/8" = 1'-0"3

ROOF FRAMING PLAN 3/4" = 1'-0"

4SECTION

1" = 1'-0"5

SECTION 3" = 1'-0"

7BASEPLATE DETAIL

1" = 1'-0"8

SECTION

3/4" = 1'-0"9

JOIST REINFORCING DETAIL 1/16" = 1'-0"

10ROOF ELEVATIONS

10836 Old Mill Rd Omaha, NE 68154

402.330.8860 www.td2co.comTD2 PROJECT #

thompson, dreessen & dorner, inc.

385-123

1" = 1'-0"6

SECTION

NO SCALE11

ELEV. BRACKETS

Rev Date Description

1" = 1'-0"12

OPENINGS IN METAL ROOF DECK 3/4" = 1'-0"

13TYP. JOIST REINFORCING DETAIL

1/8" = 1'-0"14

FLOOR FRAMING PLAN 1" = 1'-0"

15DETAIL

UP

UP

UP

DN DNDN

DN

DN

DN

S

S

S

S

S

S

T

T

S

1

1.2

1.4

1.5

1.7

2

2.2

2.8

3

3.3

3.7

4

4.2

4.6

4.7

4.8

4.9

5

1.1

A

A.1A.2 A.4 A.9

B

1

1

1

2

212

1

13

15

13

13

5

6

10

8' - 0" 8' - 8" 8' - 0"

10' -

6"

2 1

/2"

5

6

5

6

ELEVATORPIT

5,6

5,6

14

1

1.2

1.4

1.5

1.7

2

2.2

2.8

3

3.3

3.7

4

4.2

4.6

4.7

4.8

4.9

5

1.1

A

A.1A.2 A.4 A.9

B

B.9

C

1

12

9

11

7

3

3

4

4

1

1

4

12

5

6

5

6

4

2

9' - 0" 6' - 8" 9' - 9"

26' -

7"

8' -

7"

10 ELEVATORSHAFT

10

1' -

4 3

/8"

2' - 8 3/8"

1

?

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Consultants:

Client:

Project Title:

Stamp:

Sheet Title:

Sheet Number:

Date:

Project Number:



C

This document was originally issued and sealed by Michael James Hamilton, A-3235 on 9/22/17. This media should not be considered a certified document.

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A0-1

DEMOLITIONPLAN

Tenant Build Out

1/8" = 1'-0"A0-1

1 DEMOLITION PLAN LEVEL 1 1/8" = 1'-0"A0-1

2 DEMOLITION PLAN LEVEL 2

GENERAL DEMOLITION NOTES

1 DEMOLITION PLANS ARE GENERAL AND DIAGRAMMATIC IN NATURE.THE PLANS ARE NOT INTENDED TO REPRESENT THE TOTAL SCOPEOF WORK. THESE PLANS DO NOT SHOW EACH ITEM THAT ISREQUIRED TO BE REMOVED. EACH CONTRACTOR IS RESPONSIBLEFOR DETERMINING THE ACTUAL CONDITIONS AS THEY EXIST IN THEFIELD THROUGH SITE INSPECTION AND REVIEW OF THESEDOCUMENTS. IT IS THE CONTRACTOR'S RESPONSIBILITY TODETERMINE AND COORDINATE THE REMOVAL AND DEMOLITIONWORK AS REQUIRED TO ACHIEVE THE FINAL PRODUCT AS INDICATEDIN THESE DOCUMENTS.

2 REFER TO ROOM FINISH SCHEDULE AND FINISH LEGEND FOR NEWFINISHES. REMOVE, CLEAN, PATCH/REPAIR EXISTINGSURFACES/FINISHES AS NECESSARY FOR THE INSTALLATION OFNEWLY SCHEDULED FINISHES.

3 THE OWNER AND HIS DESIGNATED REPRESENTATIVES HAVE FIRSTRIGHT OF REFUSAL REGARDING SALVAGEABLE ITEMS.CONTRACTOR SHALL COORDINATE WITH OWNER.

4 EXISTING STRUCTURAL SYSTEM SHALL NOT BE REMOVED ORMODIFIED UNLESS APPROVED IN ADVANCE BY THE ARCHITECT.MODIFICATIONS TO THE FIRE PROTECTION AND FIRE RESISTIVEWALL OR FLOOR SYSTEMS SHALL BE RESTORED TO MAINTAIN THEREQUIRED RATING.

5 ALL FLOORS OF THE BUILDING SHALL REMAIN OCCUPIED DURINGTHE DEMOLITION AND CONSTRUCTION. COORDINATE AND PROVIDETEMPORARY INSTALLATIONS AND ENCLOSURES AS NECESSARY TOSEPARATE/PROTECT THE OCCUPIED AREAS FROM DEMOLITION ANDCONSTRUCTION ACTIVITIES.

6 REMOVE ALL EXISTING FLOOR FINISHES WHERE NEW FINISHES ARESCHEDULED. PREP EXISTING FLOOR SURFACE AS NECESSARY FORNEWLY SCHEDULED FINISHES.

7 REMOVE EXISTING ITEMS AS REQUIRED FOR REUSE IN THE NEWPLAN OR NEW FINISH. CATALOG AND STORE ITEMS IN A SAFESTORAGE AREA SUBJECT TO THE OWNER'S APPROVAL UNTIL THETIME OF REINSTALLATION. LOST ITEMS SHALL BE REPLACED WITHCOMPARABLE NEW ITEM AT NO COST TO THE OWNER.

CODED DEMOLITION NOTES

1 DASHED WALLS INDICATE TO BE REMOVED. REMOVE WALL ORPARTITION AS SHOWN. REMOVE ALL ANCHORS, FASTENERS,ADHESIVES AND OTHER MISCELLANEOUS ITEMS ASSOCIATED WITHTHE WALL.

2 REMOVE DOOR (OR WINDOW). FRAME, HARDWARE AND ANCHORS.

3 REMOVE CASEWORK & COUNTERTOPS. REMOVE ALL ANCHORS,FASTENERS, ADHESIVES & OTHER MISCELLANEOUS ITEMSASSOCIATED WITH CASEWORK

4 REMOVE PLUMBING FIXTURE AND ASSOCIATED PIPING. PATCH HOLESIN CONSTRUCTION TO REMAIN. RETURN FIXTURE TO OWNER

5 REMOVE EXISTING FLOORING, INCLUDING ADHESIVE, TACK STRIPS,TRANSITION STRIPS, BASE AND ASSOCIATED SETTING MATERIAL.PREPARE SUB FLOOR FOR SCHEDULED SURFACE (TYPICAL UNLESSOTHERWISE NOTED).

6 REMOVE ACOUSTICAL TILE CEILING AND SUSPENSION SYSTEM,LIGHTS, DIFFUSERS, RETURN AIR GRILLES AND ALL OTHER CEILINGMOUNTED ITEMS INCLUDING MISCELLANEOUS CLIPS AND FASTENERS(TYPICAL CEILING UNLESS OTHERWISE NOTED)

7 REMOVE AND RELOCATE DRINKING FOUNTAIN

8 REMOVE EXISTING TOILET ACCESSORIES, RETURN TO OWNER

9 REMOVE AND RELOCATE DOOR AND FRAME IN KNOCK OUT PANELDURING PHASE 1A. REMOVE DOOR AND FRAME IN PHASE 2

10 REMOVE EXISTING CONCRETE FLOOR SLAB AS NECESSARY FOR NEWCONSTRUCTION.

11 REMOVE COILING DOOR. RETURN TO OWNER

12 REMOVE AND RELOCATE DOOR AND FRAME - SEE DOOR SCHEDULE

13 REMOVE AND RELOCATE CASEWORK BASE CABINETS AND TALLSTORAGE CABINET

14 REMOVE AND RELCATE WINDOW - SEE LEVEL 1 FLOOR PLAN FORLOCATION

15 REMOVE AND RELOCATE EXISTING 3-BAY SINK

N N


1 10.2.17 Addendum 1

NOTES

1. PROVIDE CONCRETE SEALER PER SECTION.

2. SEE ELEVATIONS FOR FURTHER DETAILS.

3. AT NEW CONSTRUCTION PATCH AND REPAIR FINISHES TO MATCH EXISTING.

4. CONTINUE FINISH TO FIRST INSIDE CORNER

5. PROVIDE WP-1 48" HIGH. AT WET WALLS EXTEND WALL PROTECTION PAST SINK 3'-0".

6. CERAMIC TILE WAINSCOT WITH PAINT ABOVE. SEE ELEVATIONS.

7. SEE ELEVATOR SPECS FOR ELEVATOR FINISHES. CT-1 FLOOR, STAINLESS STEEL WALLS AND DROP IN CEILING.

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Consultants:

Client:

Project Title:

Stamp:

Sheet Title:

Sheet Number:

Date:

Project Number:



C

This document was originally issued and sealed by Michael James Hamilton, A-3235 on 9/22/17. This media should not be considered a certified document.

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A8-2

ROOM FINISH &COLORMATERIALSCHEDULE

Tenant Build Out

COLOR & MATERIAL SCHEDULEREV # CODE MANUFACTURER MODEL/PATTERN COLOR SIZE COMMENTS

062000 WOOD SOLID AND VENEER

WD-1 MATCH EXISTINGWOOD DOORS

064110 PLASTIC LAMINATES

PL-1 FORMICA 7741-58 BUFFED NICKEL MATTE FINISH COUNTERTOPS, VERIFY MATCH TO EXISTING

PL-2 MATCH EXISTING CSWK BODIES

064120 SINK

S-1 SEE SPECS

S-2 SEE SPECS

S-3 SEE SPECS

064120 SOLID SURFACE MATERIAL

SSM-1 MATCH EXISTING

093000 CERAMIC TILE

CAP-2 SCHLUTER SCHIENE AE SATIN ANODIZED ALUMINUM - AE

CT-1 DAL TILE VERANDA #P501 GRAVEL VERIFY MATCH TO EXISTING

CTB-1 DAL TILE VERANDA #P501 GRAVEL 1 FULL TILEWITH MATCHINGBULLNOSE

VERIFY MATCH TO EXISTING

093000 GROUT

G-1 DAL TILE - TEC 915 LIGHT SMOKE 1/8" GROUTJOINT


095100 ACOUSTICAL CEILING TILES

ACT-1 ARMSTRONG 1774 HUMIGUARD PLUS WHITE PAD AND GRID 2'X2' PAD, 15/16GRID

096500 RESILIENT BASE

RB-1 MATCH EXISTING COVED ATRESILIENT,STRAIGHT ATCPT


096500 VINYL COMPOSITION TILE

VCT-1 TARKETT EXPRESSIONS #1357 SMOKEY BEIGE

096500 VINYL TRANSITION

TS-1 SCHLUTER SCHIENE A SATIN ANODIZED ALUMINUM - AE CT TO CPT/SV

TS-2 JOHNSONITE CTA-XX-K SEE RB-1 CPT TO VCT

TS-3 JOHNSONITE CTA-XX-P SEE RB-1 CPT TO CS

096813 CARPET

CPT-1 PHILADEPHIACOMMERCIAL

54491 HOOK UP 91597 CONNECTED 24" X 24"QUARTERTURN


099000 PAINT

P-1 SHERWIN WILLIAMS SW 6681 BUTTER UP MAIN PAINTCOLOR


P-2 ACCENT PAINTCOLOR


P-6 MATCH EXISTINGCEILING WHITE

CEILING PAINTCOLOR


P-10 MATCH EXISTINGDOOR FRAMES

DOOR FRAME VERIFY MATCH TO EXISTING

P-15 MATCH EXISTINGEXTERIOR DOORS


COLOR AND MATERIAL SCHEDULENo. NOTE

1 SUBMIT SAMPLES OF STAIN AND PAINT COLORS ON 6"x12" HARDBOARD

2 ALL ITEMS NOT CALLED OUT SHOULD BE FINISHED TO MATCH THE ADJACENT SURFACE

3 BULKHEADS/SOFFITS TO BE FINISHED TO MATCH ADJACENT PAINTED WALL SURFACE UNLESS OTHERWISE NOTED ON THE ELEVATION

4 PAINT ALL MISCELLANEOUS EXPOSED METAL TO MATCH ADJACENT SURFACE

5 WHERE FLOORING MATERIALS OF DIFFERENT HEIGHTS MEET, FEATHER THE TRANSITION

6 USE MANUFACTURE SPECIFIED HEAT WELDING RODS ON ALL SHEET VINYL SEAMS

7 ALL HANDRAILS, EXPOSED METAL STAIR STRINGERS AND ALL OTHER EXPOSED, PRIMED METAL TO BE PAINTED TO MATCH DOOR FRAME COLOR UNLESS NOTED OTHERWISE

8 INSTALLATION: ALL GROUT JOINTS TO BE 3/32"

9 PAINT FINISH SCHEDULE: A=FLAT B=EGGSHELL C=SATIN D=SEMI GLOSS E=EPOXY F=DRY FALL

ROOM FINISH SCHEDULE

Number Name

BaseFinish

Wall FinishNorth

Wall FinishEast

Wall FinishSouth

Wall FinishWest

GWB FinishLevel Remarks

100 LOBBY EXG EXG EXG EXG EXG

102 CONF ROOM EXG EXG EXG EXG EXG

103 OFFICE EXG EXG EXG EXG EXG

104 CORR * EXG P-1C EXG EXG * RFS NOTE 3





109 COPY/WORK EXG EXG EXG EXG EXG

110 STAIR #1 EXG EXG EXG EXG EXG

111 CORR EXG EXG EXG EXG EXG





116 CONFERENCE RB-1 P-1C P-1C P-1C P-1C 5

117 A/V RB-1 P-1C P-1C P-1C P-1C 3

118 MEN'S EXG EXG EXG EXG EXG

119 WOMEN'S EXG EXG EXG EXG EXG

120 CORR CTB-1 P-1C P-1C P-1C P-1C 5

121 ELEV CTB-1 * * * * * RFS NOTE 7

122 CORR * EXG * EXG EXG 5 * RFS NOTE 3







129 SERVER EXG EXG EXG EXG EXG



132 BREAK ROOM EXG EXG EXG EXG EXG



135 BLDG SERVICES EXG EXG EXG EXG EXG

136 SHIPPING/RECEIVING EXG EXG EXG EXG EXG


138 OFFICE RB-1 P-1C P-1C P-1C P-1C

139 MECH RB-1 P-1C P-1C P-1C P-1C 3 * RFS NOTE 1

140 WOMEN'S EXG EXG EXG EXG EXG

141 MEN'S EXG EXG EXG EXG EXG

142 JAN EXG EXG EXG EXG EXG

143 PRODUCTION * EXG EXG EXG * * RFS NOTE 3

200 LOBBY EXG EXG EXG EXG EXG



203 CORR RB-1 P-1C P-1C P-1C P-1C 5

204 OPEN OFFICE RB-1 P-1C P-1C P-1C P-1C 5




210 CONFERENCE EXG EXG EXG EXG EXG







217 CORR EXG* EXG EXG EXG EXG* 5 * RFS NOTE 3



220 MECH/J.C. RB-1 P-1C P-1C P-1C P-1C 3 * RFS NOTE 1

221 MEN'S CTB-1 CT/ P-1E* CT/ P-1E* CT/ P-1E* CT/ P-1E* 5 * RFS NOTE 6

222 WOMEN'S CTB-1 CT/ P-1E* CT/ P-1E* CT/ P-1E* CT/ P-1E* 5 * RFS NOTE 6

223 OFFICE RB-1 P-1C* EXG EXG EXG * RFS NOTE 3

224 CLOS EXG EXG EXG EXG EXG

225 DATA EXG EXG EXG EXG EXG

226 STORAGE RB-1 P-1C P-1C P-1C P-1C 3 * RFS NOTE 1


228 BREAK DOWN RB-1 P-1C P-1C P-1C P-1C

229 ELECT RB-1 P-1C P-1C P-1C P-1C 3 * RFS NOTE 1

230 BREAK ROOM RB-1 P-1C P-1C P-1C P-1C

231 ENGINEERING RB-1 P-1C P-1C P-1C P-1C

232 ELEV LOBBY CTB-1 P-1C P-1C P-1C P-1C 5

233 ELEV CTB-1 * * * * * RFS NOTE 7


235 MECH RB-1 P-1C P-1C P-1C P-1C 3 * RFS NOTE 1

236 CORR RB-1 P-1C P-1C P-1C P-1C 5


238 BLDG SERVICES EXG EXG EXG EXG EXG


1 10.2.17 Addendum 1

1

11

DN

DN

DN

S

S

T

S

EXISTINGRTU-14

EXISTINGRTU-9

EXISTINRTU-4 EXISTING

RTU-6

EXISTINGRTU-12

EXISTINGRTU-13

EXISTINGRTU-10

EXISTINGRTU-5

EXISTINGRTU-2

EXISTINGRTU-16

EXISTINGRTU-15

EXISTINGRTU-18

EXISTINGRTU-17

EXISTINGRTU-3

EXISTINGRTU-7

EXISTINGRTU-8

EXISTINGRTU-1

EXISTINGRTU-30

MECH/J.C.220

OPEN OFFICE204

CONFERENCE210

OFFICE212

OPEN OFFICE219

OFFICE207

OFFICE208

OFFICE209

OFFICE211

LOBBY200

ELEV LOBBY232

ENGINEERING231 BREAK ROOM

230

OPEN OFFICE234

OPEN OFFICE227

ELECT229

STAIR #1237

CORR236

BLDGSERVICES

238

STORAGE226

OFFICE223

DATA225

STAIR #2218

OFFICE215

OFFICE214

OFFICE213

OFFICE202

OFFICE201

125

125

100

100

100

100

100

100

100

100

125

100

150

200

75

100

160

200

200

150

150

150

150

350

350

115

115

115

115

100

100

100

115 115

125

100

110

110

VD

VD

10'-0"

10'-0"

150

125

100

150

150

WOMEN'S222

MEN'S221

M1-22

Sim

1 1/2"

2"EXISTING

3

4

5

160

3

160

3

160

3

160

3

3

3 3

33

150

4

150

4

150

4

75

3

75

3

110

3

3

3

3

110

3

3

3

3

3

3

3

3

1003

100

3

100

3

3

100

3

1003

4

4

4

5

3

EXISTINGEF-1

EF-2

PHASE 2

PHASE 1

PHASE 2

PHASE 1

3

3

125

3

125

3

1253

3

115

3

115

3

3

33

3

2"EXISTING

2"

RTU-7

4

2004

1754

1754

4

12

6

6

7

7

8

10 X 4

8

10 X 4

8

10 X 4

8

10 X 4

8

10 X 4

9

22 X 8

9

22 X 2210 X 4

8

8

10 X 4

810 X 4

8

10 X 4

10 X 4

8

10 X 8

8

10 X 4

8

115

3

4

3

7"Ø

7"Ø

6"Ø

20 X

16

6"Ø

7"Ø

7"Ø

7"Ø

7"Ø

7"Ø6"Ø

7"Ø

7"Ø

7"Ø

7"Ø

7"Ø

7"Ø

10"Ø

10"Ø

10 X 6

10 X 810 X 8

10 X 4

VD VD10

150

10

150

10 X 10

9"Ø

225

225

VD

VD

10

10

7"Ø

8"Ø

8"Ø

4

3

4 4

150150

4 4

8"Ø

8"Ø

8"Ø

8"Ø

8"Ø

8"Ø

8"Ø

8"Ø

6"Ø

8"Ø

8"Ø

9

22 X 8

13

6"Ø

8"Ø

8"Ø

6"Ø

24 X 14

22 X 12

12 X 10

10 X 12

6"Ø

8"Ø

160

13

160

13

160

16 X

12

10 X 10

7"Ø

6 X 6

10 X 10

6"Ø

8"Ø

8"Ø

6"Ø

7"Ø

6"Ø

6"Ø

6"Ø

6"Ø

6"Ø

6"Ø

7"Ø

6"Ø

7"Ø

7"Ø

6"Ø

7"Ø

8"Ø

8"Ø

8"Ø

8"Ø

6 X 6

6 X 68"Ø

20 X

28

18 X

10

20 X

28

14 X 36

14 X 36

16"Ø

27 X

23

31 X

17

31 X 17

27 X 23

19 X

17

EXISTING 21 X 19

EXISTING 21 X 13

17 X 31

19 X 23

28 X 24

28 X 24

20 X 18

28 X

20

12 X

10

14 X

14

20 X

14

20 X

20

10 X 1010 X 10

12 X

10

400

VD

R

EF-3

14 X 14

EXISTING ELECTRICALEQUIPMENT

14

15

15 16

22 X 8

9

17

18

EXISTING ELECTRICALEQUIPMENT

VD

115

VD

115

7

7

8 X 8

6 X 6

6 X 6

7"Ø

7"Ø

BREAK DOWN228

16 X

12

10 X 8

23

24

4 120

16"Ø

7

100

11'-0"

8

22 X 10

25

980

VD 16 X 8

1

2.8

3

3.3

A.9

B

WC-1WC-1 WC-1

WC-1

EWC-1

CL-1CL-1

CL-1

S-3S-2

CL-1CL-1

1EXISTING4" VTR

BREAK ROOM230

ENGINEERING231

WOMEN'S222

MEN'S221

CO-11/2"

GD-1

2

3/4"

1" 1 1/2"

1 1/2"

1 1/2"1 1/2"1 1/2"

19 19

FS-1

20

6

VB-1

1/2"21

22

REF

1/2"

1

1111 N 13th Street Omaha, NE 68102

P 402-330-2772 F 402-330-2630

825 M Street, Suite 200 Lincoln, NE 68508

P 402-476-1273 F 402-476-1274

ETI Project No: 2017-103

Engineering Technologies Inc.Mechanical & Electrical Building Solutions

eti



Consultants:

Client:

Project Title:

Stamp:

Sheet Title:

Sheet Number:

Date:

Project Number:



C

01/2

"1"

2"

3"

4"

1/4

"

741

7 N

ort

h 1

01

st

Str

ee

tO

ma

ha,

NE

68

12

2

MJB

9.25.17

16005

JLV

M1-2

SECOND LEVELMECHANICALPLANS

Tenant Build Out

1/8" = 1'-0"M1-2

1 SECOND LEVEL MECHANICAL PLAN

1/4" = 1'-0"M1-2

2 PARTIAL PLUMBING PLAN

GENERAL NOTES

A CONTRACTOR SHALL REVISE EXISTING SPRINKLER SYSTEMAS REQUIRED TO PROVIDE ADEQUATE COVERAGE ASREQUIRED PER NFPA 13.

B WORK SHOWN ON THESE PLANS SHALL BE PERFORMED INPHASES AS INDICATED ON ARCHITECTURAL PLANS. AREASHIDDEN BY HATCHING ARE EXISTING TO REMAIN AND SHALLNOT BE INCLUDED IN THE SCOPE OF WORK. SEE PHASESEPERATION LINE SHOWN ON THIS SHEET.

C THERE ARE NO BRANCH ISLOATION VALVES ON DOMESTICWATER PIPING. CONTRACTOR SHALL COORDINATESHUTOFF AT THE WATER METER WITH OWNER ASREQUIRED TO MAKE NEW CONNECTIONS. PROVIDEISOLATION VALVES AT ALL NEW BRANCH DOMESTIC HOTAND COLD WATER PIPING AND AS REQUIRED TO ISOLATEEACH RESTROOM GROUP INDIVIDUALLY. CONTRACTORSHALL ALSO PROVIDE ISOLATION FOR PROCESSING WATERLINE AND CONFERENCE ROOM DOMESTIC WATER PIPING.VERIFY EXACT REQUIREMENTS ON SITE.

D PLUMBING CONTRACTOR SHALL PROVIDE BACKFLOWPREVENTION ON REQUIRED PLUMBING FIXTURES ASREQUIRED BY THE 2015 CITY OF OMAHA PLUMBING CODE.

SHEET NOTES

1 CONTRACTOR SHALL INSTALL NEW CARRIER AND EXTENDWATER CLOSET WASTE AND DOMESTIC COLD WATER PIPINGTO EXISTING PIPING FROM URANL THAT WAS REMOVED ATTHIS APPROXIMATE LOCATION. VERIFY ALL REQUIREMENTSON SITE.

2 CONTRACTOR SHALL INSTALL 2" SANITARY WASTE PIPINGBELOW FLOOR AND CONNECT TO NEAREST 2" OR LARGERPIPE.

3 6"Ø CEILING DIFFUSER (CD-1), BALANCE DIFFUSER TO CFMSHOWN.



6 6 X 6 SUPPLY REGISTER (SR-1), BALANCE REGISTER TO CFMSHOWN. REGISTER SHALL BE INSTALLED CENTERED INCEILING TILE AND SUPPORTED ON THE BACK OF THE CEILINGTILE WITH ANGLE TIN. SEE SR-1 ACOUSTICAL CEILING TILEINSTALLATION DETAIL ON SHEET M2-1.

7 6 X 6 SUPPLY REGISTER (SR-1), BALANCE REGISTER TO CFMSHOWN. MOUNT REGISTER AT THE HEIGHT INDICATED.

8 24 X 12 RETURN GRILLE (RA-1), INSTALL FULL SIZED LINEDPLENUM AND LINED TRANSFER AIR DUCT AS SHOWN.

9 24 X 24 RETURN GRILLE (RA-1), INSTALL FULL SIZED LINEDPLENUM AND LINED TRANSFER AIR DUCT AS SHOWN.

10 24 X 12 EXHAUST GRILLE (XA-1), BALANCE GRILL TO CFMSHOWN.

12 CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED 5'-0"SECTION OF EXISTING SUPPLY AND RETURN DUCTWORK ASREQUIRED TO ELIMINATE EXCESS AIR LEAKAGE PRIOR TOENCLOSING IN CHASE. VERIFY EXACT REQUIREMENTS ONSITE.

13 EXISTING CEILING DIFFUSER, BALANCE DIFFUSER TO CFMSHOWN.

14 CONTRACTOR SHALL INSTALL 12 X 10 SUPPLY AND RETURNDUCTS DOWN THROUGH THE FLOOR TO SERVE OFFICESBELOW. COORDINATE SAW CUTTING WITH GENERALCONTRACTOR AND INSTALL FIRE DAMPERS AT THE DECKINGON THE FIRST LEVEL.

15 CONTRACTOR SHALL INSTALL EXHAUST FAN ON ROOF,COORDINATE ROOF WORK WORK WITH GENERALCONTRACTOR. VERIFY ALL REQUIREMENTS ON SITE.

16 EXTEND FULL SIZED DUCTWORK FROM EXHAUST FAN TOAPPROXIMATELY 10'-0" AFF AND PROVIDE AN OPEN ENDEDTERMINATION.

17 PROVIDE OPEN ENDED TERMINATION AT APPROXIMATELY14'-0" AFF CENTERED ON DOOR OPENING.

18 LINE VOLTAGE THERMOSTAT SHALL BE SET TO MAINTAIN ACOOLING SETPOINT OF 80°F.

19 COUNTER LAVATORY (CL-1) IS IN THE APPROXIMATELOCATION OF LAVATORY THAT WAS REMOVED. INSTALL NEWP-TRAP, SUPPLYS, AND FAUCET BY CONNECTING TO EXISTINGSTUBS.

20 CONTRACTOR SHALL EXTEND 2" COPPER WASTE FROM S-3 TOFLOOR SINK (FS-1) WITH AN AIR GAP. SEE 3-COMPARTMENTSINK PIPING DETAIL ON SHEET M2-1. EXTEND 2" WASTE PIPINGFROM FLOOR SINK TO EXISTING WASTE PIPING FROM SINKREMOVED. MAKE DOMESTIC COLD AND HOT WATERCONNECTIONS TO EXISTING STUBS.

21 CONTRACTOR SHALL PROVIDE ADDITIONAL SUPPORT IN WALLAS REQUIRED TO ELIMINATE FIXTURE MOVEMENT WHEN AHOSE IS CONNECTED.

22 CONTRACTOR SHALL INSTALL 1/2" DOMESTIC COLD WATERFROM BELOW SINK (S-2) WITH SHUTOFF VALVE AND BACKINTO WALL TO REFRIGERATOR. VEIFY EXACT REQUIREMENTSFOR FINAL CONNECTION.

23 TERMINATE SUPPLY DUCT ABOVE CEILING IN PLENEM SPACETO ALLIEVIATE EXCESS AIR FROM EXISTING RTU. CFM LISTEDIS NOT CRITICAL BUT SHOULD BE THE DIFFERENCE OF THETOTAL UNIT CFM AND BALANCED CFM OF ALL THE DIFFUSERSON THE SYSTEM.

24 EXHAUST FAN SHALL TIE INTO EXISTING BUILDINGMANAGEMENT. PROVIDE HONEYWELL CONTROLS ANDCABLING AS REQUIRED TO MAKE THIS CONNECTION.

25 CONTRACTOR SHALL INSTALL DUCT DOWN BELOW LEVEL OFRETURN GRILLE AND LEAVE OPEN ENDED. USE VOLUMEDAMPER TO BALANCE TO CFM SHOWN.

#

1

1


1 10/02/17 ADD 01

Documents

ADDENDUM - Standardshare Addendum_1R_10_3_17.pdf · addendum shall become part of the contract documents as a revision ... w30x90 (e) 48" girder jiost ... steel joist or steel beam,