ARCHITECT'S Addendum No. 1 ARCHITECT Daryl L. Bray, SGA ...

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ARCHITECT'S ALDI DIVISION CONTACT � Dave Hassen, ALDI, Inc.

Addendum No. 1 ARCHITECT � Daryl L. Bray, SGA Design Group, P.C.

MEP CONSULTANT � Brian S. Lasche, Henderson Engineers, Inc. STRUCT CONSULTANT � Wallace Engineering Structural Consultants, Inc.

GENL CONTRACTOR � TBD

_______________

PROJECT: ALDI RETAIL FACILITY 55 Addendum No. 1 315 N. Mt. Juliet Rd. Mt. Juliet, TN 37122 OWNER: ALDI, INC. DATE: 05/03/17 TO (CONTRACTOR) TBD ARCHITECT'S PROJECT NO: 1613318

This Addendum hereby revises and/or clarifies the original Bidding Documents that were given to each bidder for the Project, and shall be taken into account in preparing your bid for the Project. The revisions and/or clarifications are indicated in the following changes. The receipt of this Addendum must be acknowledged on your bid form.

ARCHITECTURAL

G-001 COVER SHEET

1. Clarified one address as owner’s. 2. Revised E-401 title. 3. Revised code edition year. A-101 FLOOR PLAN

1. Revised detail callout. A-503 COVER SHEET

1. Revised gate material from wood to metal. PLUMBING

P-101 PLUMBING CONSTRUCTION PLAN

1. Revised all condensate piping to go to storm per code comment. 2. Revised sump pump for revised condensate routing. 3. Removed sump pump valve pit and detail 6 reference (6/P-401) for revised condensate routing. 4. Added Plan Note 17 for revised condensate routing. 5. Added Seismic Requirements note for clarification. 6. Revised note 10 for revised condensate routing.

P-401 PLUMBING LEGEND & DETAILS

1. Revised Detail 5/P-401 for updated Duplex Sump Pump for revised condensate routing.

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2. Revised Detail 6/P-401 to ‘Not Used’ for revised condensate routing. P-501 PLUMBING NOTES & SCHEDULES

1. Revised Sump Pump Schedule for revised condensate routing.

FIRE PROTECTION

FP-201 FIRE PROTECTION LEGEND AND DETAILS

1. Added sprinkler head legend. MECHANICAL

H-101 HVAC CONSTRUCTION PLAN

1. Added Seismic Requirements note for clarification.

** End of narrative**

ATTACHMENTS: Sheets: G-001, A-101, A-503, P-101, P-401, P-501, FP-201, H-101

Specifications: N/A

ARCHITECT: SGA Design Group, P.C.

BY: Kayo Takumyo

Drawing Index

NOTE: THESE DRAWINGS ARE PART OF THE CONTRACT DOCUMENTS AS DESCRIBED IN THE PROJECT MANUAL; IN ANY AND ALL CONFLICTS BETWEEN THE DRAWINGSAND THE TECHNICAL SPECIFICATIONS, THE MOST STRINGENT REQUIREMENT WILL GOVERN AND THE G.C. SHALL COORDINATE WITH THE ALDI REPRESENTATIVE.

Cover Sheet

G-001DRAWINGS ARE BASED ON ALDI VERSION 7.0 PROTOTYPE RELEASED ON 02.08.17

ARCHITECT'S JOB NUMBER:ISSUE DATE:

Store No.ALDI Inc. - Mt. Juliet, TN

55315 N Mt. Juliet RdMt. Juliet, TN 37122

161331803/23/17

ALDI (OWNER) ADDRESS:Mt. Juliet Division

2080 ALDI BlvdMt. Juliet, TN 37122

ARCHITECTOF RECORD:

PROJECTLOCATION:

G-001 Cover SheetG-002 Scope Sheet

D-102 Demolition Keyed Notes Plan

S-001 Structural NotesS-002 General Schedules and DiagramsS-101 Foundation and Slab PlanS-102 Roof Framing PlanS-301 Foundation DetailsS-302 Foundation DetailsS-303 Foundation DetailsS-401 Roof Framing DetailsS-402 Framing Details

A-001 General Notes, Symbols & Abbrev.A-101 Floor PlanA-102 Keyed Notes PlanA-111 Reflected Ceiling PlanA-121 Roof PlanA-131 Operations PlanA-201 Exterior ElevationsA-211 Interior ElevationsA-212 Interior ElevationsA-301 Wall SectionsA-401 Enlarged PlansA-501 Exterior DetailsA-502 Exterior DetailsA-503 Exterior DetailsA-511 Interior Details & SectionsA-512 Interior Details & Sections

A-601 Door Schedule & DetailsA-603 Finish Schedules & Notes

P-101 Plumbing Construction PlanP-102 Plumbing Drainage Location PlanP-401 Plumbing DetailsP-501 Plumbing Notes & Schedules

FP-101 Fire Protection Floor PlanFP-201 Fire Protection Legend and Details

H-101 HVAC Construction PlanH-401 HVAC Legends, Notes, Details, & Schedules

ED-001 Electrical Demolition PlanE-001 Electrical Symbols & NotesE-101 Lighting PlanE-102 Schedules & DiagramsE-201 Electrical PlanE-401 One-Line Diagram and SchedulesE-501 Electrical Details

Drawing No.Scale:

Project No.

Type:

Date:

Project Name & Location:

Drawing Name:

1613318

ALDI Inc.Mt. Juliet, TN315 N Mt. Juliet RdMt. Juliet, TN 37122Wilson County

03/23/17

As Noted

Store #: 55

Client Review 03/13/17

Inc.(615) 449-8840

(615) 443-8595 fax


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DO NOT SCALE PLANSCopying, Printing, Software and other processes required to produce

these prints can stretch or shrink the actual paper or layout.Therefore, scaling of this drawing may be inaccurate. Contact SGA

Design Group, P.C. with any need for additional dimensions orclarifications.

Date:A

Issued:

DRAWN BY: KT

Seal

REVIEWED BY: RO

1Date:Revisions:

BCDE

23456789

STIPULATION FOR REUSETHIS DRAWING WAS PREPARED FOR USE ON A SPECIFIC SITE AT MT.JULIET, TN CONTEMPORANEOUSLY WITH ITS ISSUE DATE ON 03/23/17AND IT IS NOT SUITABLE FOR USE ON A DIFFERENT PROJECT SITE OR

AT A LATER TIME. USE OF THIS DRAWING FOR REFERENCE OREXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF

PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTIONOF THIS DRAWING FOR REUSE ON ANOTHER PROJECT IS NOT

AUTHORIZED AND IS CONTRARY TO THE LAW.

© SGA DESIGN GROUP, P.C.

V2.0793x156 BW

1437 South Boulder, Suite 550

Tulsa, Oklahoma 74119.3609

p: 918.587.8600

f: 918.587.8601

www.sgadesigngroup.com

Permit Set 03/23/17Bid Set 03/23/17

A. APPLICABLE BUILDING CODEBUILDING CODE:ELECTRICAL CODE:MECHANICAL CODE:PLUMBING CODE:ENERGY CODE:ACCESSIBILITY CODE:

FIRE CODE:

2012 INTERNATIONAL BUILDING CODE2011 NATIONAL ELECTRICAL CODE

2012 INTERNATIONAL MECHANICAL CODE2012 INTERNATIONAL PLUMBING CODE

2012 INTERNATIONAL ENERGY CONSERVATION CODE 2009 ICC/ANSI A117.1

2010 ADA STANDARDS FOR ACCESSIBLE DESIGN 2012 INTERNATIONAL FIRE CODE

B. BUILDING CLASSIFICATIONUSE GROUP:CONSTRUCTION TYPE:

MERCANTILE (NO CHANGE)VB (NO CHANGE)

C. BUILDING AREA

D. OCCUPANT LOADMERCANTILE:STOCK/STORAGE:

TOTAL:

11,276 SQ. FT./30 = 376 OCC.4,748 SQ. FT./300 = 16 OCC.

392 OCC.

G. FIRE PROTECTIONSPRINKLERS:FIRE ALARM:

NOTE: FIRE SPRINKLER WORK AND FIRE ALARM WORK ARE UNDER SEPARATE PERMIT

EXISTING SYSTEM TO BE MAINTAINEDEXISTING SYSTEM TO BE MAINTAINED

Project Scope SummaryEXTERIOR: INCLUDES AN EXPANSION OF EXISTING ALDI STORE INTO TRUCK WELL, DOCK EQUIPMENT REPLACEMENT, AND REPAINTING OF EXTERIOR METALS.INTERIOR: UPDATE OF SALES AREA TO CURRENT ALDI STANDARDS - INCLUDES REMOVAL OF LIGHTING. SALES AREA TO RECEIVE UPDATED FIXTURE LAYOUT WHICH INCLUDES NEWREACH-IN COOLERS AND REWORK OF EXISTING WALL PARTITIONS. NEW COOLER BOX, NEW FREEZER BOX AND A NEW MEAT COOLER TO BE INSTALLED. BACK ROOM PARTITIONWALL TO BE REMOVED TO OPEN UP SPACE. BUILDING TO RECEIVE NEW HVAC AND ELECTRICAL PACKAGE TO UPGRADE BUILDING SYSTEMS TO CURRENT ALDI STANDARDS, THISINCLUDES NEW ROOF TOP UNITS.SITE: EXISTING SITE TO BE REWORKED AROUND BUILDING ADDITION AND GENERAL IMPROVEMENTS INCLUDING RE-STRIPING OF THE LOT.

General Construction Notes1. ALL CONSTRUCTION SHALL CONFORM TO THE CODES LISTED ON THIS SHEET:2. 1.1 THE CODES, RULES, AND REGULATIONS OF THE STATE IN WHICH THE WORK IS BEING PERFORMED.3. 1.2 NFPA REQUIREMENTS AS WELL AS TO STANDARDS OF UNDERWRITERS LABORATORIES INC., AND LOCAL UTILITY CO.4. 1.3 CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL PERMITS AS REQUIRED TO PROVIDE THE NEW CONSTRUCTION.5. CONTRACTOR SHALL VISIT THE SITE AND EXAMINE EXISTING CONDITIONS PRIOR TO SUBMITTING BIDS. BIDS SHALL INCLUDE PROVISIONS FOR A COMPLETE JOB BASED ON

THE DESIGN INTENT SHOWN ON THE DRAWINGS. FIELD VERIFY ALL DIMENSIONS & CONDITIONS PRIOR TO START OF WORK AND REPORT ALL DISCREPANCIES TO THEARCHITECT / ENGINEER.

6. WHEN COMPARING THE DRAWINGS AND SPECIFICATIONS; THE DRAWINGS GOVERN SPECIFICATIONS FOR QUANTITY AND LOCATION, AND SPECIFICATIONS GOVERNDRAWINGS FOR QUALITY AND PERFORMANCE. IN THE EVENT OF AMBIGUITY IN QUANTITY OR QUALITY, THE GREATER QUANTITY AND BETTER QUALITY SHALL GOVERN.

7. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ALL COORDINATION AS REQUIRED INCLUDING COORDINATION WITH ANY WORK PROVIDED BY OWNER AND BYOTHERS.

8. 4.1 COORDINATE WITH HVAC, PLUMBING, & ELECTRICAL DRAWINGS FOR WORK PERFORMED BY THOSE TRADES.9. THE OWNER SHALL DESIGNATE STAGING AND STORAGE AREAS OF THE SITE FOR USE BY CONTRACTOR DURING CONSTRUCTION. CONTRACTOR SHALL KEEP THE PREMISES

AND SURROUNDING AREA FREE FROM ACCUMULATION OF WASTE OF RUBBISH MATERIALS, CONTRACTOR'S TOOLS, CONSTRUCTION EQUIPMENT, MACHINERY, ANDSURPLUS MATERIALS.

10. AREAS OF THE SITE AND ANY EXISTING CONSTRUCTION TO REMAIN, AND IF DAMAGED DURING CONSTRUCTION SHALL BE RESTORED TO THE ORIGINAL CONDITION (ATNO ADDITIONAL COST TO THE OWNER.)

11. CONTRACTOR SHALL PROVIDE ALL PROTECTION OF THE WORK THROUGHOUT CONSTRUCTION AS REQUIRED AND PER CODE.12. PROVIDE A SELF-LEVELING CEMENTITIOUS UNDERLAYMENT WHERE PATCHING COMPOUNDS DO NOT MEET MANUFACTURER REQUIREMENTS FOR SUBSTRATE

PREPARATION.13. PAINTING INCLUDES WALLS, SOFFITS, DOOR FRAMES, HOLLOW METAL DOORS, ALL EXPOSED SURFACES, AND ALL SURFACE MOUNTED ITEMS AS REQUIRED TO PROVIDE A

FINISHED PRODUCT.14. CONTRACTOR TO VERIFY LOCATIONS OF ALL WALL MOUNTED ITEMS AND PROVIDE SOLID BLOCKING FOR MOUNTING.15. REFER TO FINISH PLANS & NOTES FOR TYPES AND EXTENT OF FINISHES.16. REFER TO PROJECT MANUAL APPENDIX 'A' FOR ALL ITEMS FURNISHED BY OWNER AND INSTALLED BY CONTRACTOR.17. REFER TO PROJECT MANUAL APPENDIX 'B' FOR ALL ITEMS PROVIDED BY OWNER.18. PRESSURE TREATED WOOD AT ALL EXTERIOR WALL AND ROOF AREAS THAT CONTAIN WOOD BLOCKING.19. GENERAL CONTRACTOR TO VERIFY THE REFRIGERATION SCOPE OF WORK WITH THE OWNER PRIOR TO CONSTRUCTION START.20. GENERAL CONTRACTOR TO VERIFY ALL REQUIRED EXITS, RELATED LIFE SAFETY SYSTEMS, & EGRESS PATHS TO REMAIN IN OPERATION WHILE THE BUILDING REMAINS OPEN.21. GENERAL CONTRACTOR TO VERIFY ALL AREAS UNDER CONSTRUCTION WILL BE PROTECTED TO KEEP THE GENERAL PUBLIC FROM SAID AREAS.22. PROVIDE WALL OPENING FLASHING AT ALL OPENINGS - REFER TO SPECIFICATIONS FOR FURTHER INFORMATION.23. PROVIDE VAPOR RETARDER ON THE INTERIOR SIDE OF EXTERIOR METAL STUD WALLS BEHIND THE GYP. BOARD IN CLIMATE ZONES 5, 6, 7, 8 AND MARINE 4.

Notes

Code Information

SGA Design Group, P.C.1437 South Boulder Ave., Suite 550Tulsa, OK 74119(918) 587-8600Contact: Kayo [email protected]

SITE

EXISTING GROSS BUILDING AREA: 17,503 SQ. FT.GROSS BUILDING EXPANSION AREA: 609 SQ. FT.

NEW BUILDING GROSS AREA: 18,112 SQ. FT.NOTE: REFERENCE A-101 AND A-131 FOR AREA INFORMATION

E. EXIT CAPACITY PROVIDED

F. PLUMBING FIXTURE REQUIREMENTTOTAL OCCUPANCY:

EXIT CAPACITY REQUIRED:EXIT CAPACITY PROVIDED:

DOORS:

NUMBER OF EXITS REQUIRED:NUMBER OF EXITS PROVIDED:

392 OCC. x 0.2 = 79"166"

#101A, 110A = 43" CLEAR EACH#102B = 40" CLEAR109A = 40" CLEAR

24

392/2 = 196 MEN : 196 WOMEN

FIXTURE: REQUIRED:W.C.(MALE): 1W.C. (FEMALE): 1

LAVATORY (MALE): 1LAVATORY (FEMALE): 1DRINKING FOUNTAIN: 1SERVICE SINK: 1ADDITIONAL:

PROVIDED:1 WATER CLOSET + 1 URINAL

1WATER CLOSET1 LAVATORY1 LAVATORY

2 DRINKING FOUNTAINS1 SERVICE SINK

1 KITCHEN SINK AT BREAKROOM

STRUCTURAL ENGINEEROF RECORD:

MECHANICAL ENGINEEROF RECORD:

ELECTRICAL ENGINEEROF RECORD:

Wallace Engineering Structural Consultants, Inc.Carrie Jane Johnson200 E. Mathew Brady St.Tulsa, OK 74103(918) 584-5858Contact: Justin [email protected]

Henderson Engineers, Inc.M.D. Rimmer8345 Lenexa Dr. Suite 300Lenexa, KS 66214(913) 742-5000Contact: Brian S. [email protected]

Henderson Engineers, Inc.Vincent G. Masilionis8345 Lenexa Dr. Suite 300Lenexa, KS 66214(913) 742-5000Contact: Brian S. [email protected]

Henderson Engineers, Inc.Darrell E. Stein II8345 Lenexa Dr. Suite 300Lenexa, KS 66214(913) 742-5000Contact: Brian S. [email protected]

FIRE PROTECTION ENGINEEROF RECORD:

N

Addendum No. 1 05/03/17

1

1

1

5.153.72.521.51.31 1.1

A.0

A

A.4

A.9

B

C.1

B

A.9

C

0.9 3 3.1 4 4.3 6.16

C

10.1 2 3 4 5 6

B.1

5.2 5.3 5.4

A.5

NO PARKING

NO PARKING

16 DOOR COOLER24'-0" x 45'-0"

VERIFY COOLER SIZE WITHALDI REP BEFORE

CONSTRUCTION BEGINS

02

2A201

1A201

BACKROOM

109

WOMEN'S103

BREAKROOM

106

OFFICE107

MEN'S105

UTILITYAREA

108

SALES102

A211

B1/C2

C3A212

C1/C2

C3

02

02

02

02

ENTRY101

110B

MEATCOOLER

9'-6" x 15'-0"

101B

101A 102B

A3A511

A2A512

C3A511

107106

109B

109A

10'-8

"

NOTE: PROVIDE CONTROL JOINT ATEXISTING TO NEW TILE TRANSITIONAND CONTINUE EXISTING JOINT TONEW EXTERIOR WALL. PROVIDECONTROL JOINTS IN NEW FLOORTHAT ALIGN WITH EXISTING JOINTS

TRA

VEL

DIS

TAN

CE

95'

04

102A

D1A512

40'-7 3/4" 8'-9 3/8"

A2A401

A1A301

1AA401

NEW FSD PANEL MOUNT @ 5'-0"A.F.F. COORD WITH ELEC DRWGS.G.C. TO COORDINATE COVERINGOF ABANDONDED WALLPENETRATIONS W/ OWNER

REF. EVAPABOVE, TYP

16 DOOR FREEZER17'-0" x 43'-6" VERIFY FREEZER SIZE WITH ALDI

REP BEFORE CONSTRUCTION BEGINS

43'-6"

03

EXTENT OF EXISTING FREEZERSHOWN DASHED

EXTENT OF EXISTING COOLERSHOWN DASHED

NEW INTERIOR WALLPARTITIONS, REFER TOWALL SECTIONS FORMORE INFO

HD

NEW STAIRS AND RAILSEE B3/A-501

3'-6

"

13'-8

" CLE

AR

8'-2"CLEAR

3'-4" INFILL - MATCH EXISTINGCOMPOSITION, SIZE, AND LOCATION

02

45'-2

1/2

"

NEW STAINLESS STEELCOLUMN WRAPS TO 5'-8"A.F.F. REFER TO C3/A5.12

EXISTING CARTS ANDENCLOSURE TO REMAIN

RELOCATED BALER. PROVIDE BALERWIRE HOLDER (16'-0" LONG 6" PVCMOUNTED TO WALL W/ TIE STRAPS AT3'-2" AFF) IF NEEDED.

REINSTALL WATERHEATER AND SHELFABOVE

D1A511

SIM

HALL104

01

103

105

108

B3A511

14'-1 1/8" EXPANSION, V.I.F.

EXISTING EXTERIOR WALL TO REMAINUNO

2'-0

" MIN

.C

LEA

RAN

CE

EXIT110

45'-0

"

02

EXISTING EXTERIORWALL TO REMAIN

17'-0

"

B2A512

HD

3'-2

"8'

-0" 04

51'-0

" EX

PAN

SIO

N, V

.I.F.

EXIS

TING

EXT

ERIO

R W

ALL

TO

REM

AIN

2'-6

"8"4"

10'-0"OPENING

EXISTING RETAINING WALLAND RAILS TO REMAINTAKE CARE NOT TO DAMAGEDURING DEMOLITION OFBUILDING WALLS

110A

4'-0"MO6'-8"

2'-0"

2'-0

"23

'-4"

2'-0

"

4'-0"MO8"

29'-8 1/2"

APPROX. 21'-7"COOD. WITH STRUCTURE ABOVE

EXTENT OF EXISTINGMEAT COOLERSHOWN DASHED

24'-0"

HD

HD

HD

HDHD HD HDHDHD

HD HD HD

REF. EVAPABOVE, TYP

2'-9"

4'-7

3/4

"28

'-9 1

/2"

3 1/

2"

11'-4

5/8

"

3'-1

0"

C1A301

C1A301

SIM

A1A501

B1A501

4'-0" 3'-0"

2'-0

"

8"

A1A503

A2A503

C1A503

D1A503

D2A512

3" FROMFACE OF

EXISTING WALL A1A502

TRAVEL DISTANCE

131'

TRAVEL DISTANCE

176'

C2A401

0001

02

ROT

ROT

1'-11"

3'-6"9'-8 1/8"

1'-6

"

SEE CIVIL IN SEPARATE

PACKAGE FOR SLOPE

C1A511

GENERAL NOTES:1. REFER TO DRAWING A-603 FOR COLOR/ FINISH/ MATERIAL SCHEDULES2. ALL PARTITION DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED

OTHERWISE (IE. CLEAR)3. PROVIDE BLOCKING AS NEEDED FOR ALL WALL MOUNTED ITEMS4. FLAT STOCK STEEL IS REQ'D AT MERCH. FIXTURES. COORD LOCATIONS w/

ALDI REP5. ALL DOORS AND WALLS TO BE REPAINTED. SEE FINISH SCHEDULES FOR

COLOR6. EXISTING FIRE EXTINGUISHERS TO REMAIN, TYP. CLEAN AND RE-HANG AT

EXISTING LOCATIONS7. SIEMENS INSTALLATION BY REFRIGERATION CONTRACTOR; MODIFY

EXISTING SYSTEM AS NEEDED - COORD WITH ALDI REP8. REFER STRUCTURAL DWGS FOR GRID DIMENSIONS9. REFER CIVIL IN SEPARATE PACKAGE FOR GRADING AND SLOPE

NEW QUARRY TILE, GROUT BED AND SLAB (EXTENT SHOWN BY CROSSHATCH AREA). ALIGN NEW TILE WITH EXISTING. PROVIDE CONTROL JOINTSAT EXISTING LOCATIONS. TILE PROVIDED BY OWNER

EXISTING QUARRY TILE TO REMAIN. CLEAN & REPAIR AS NECESSARY, BYOWNER

EXISTING FLOORING TO REMAIN.

CONCRETE SLAB (FREEZER) - MEDIUM BROOM FINISH

CONCRETE SLAB (COOLER) - SMOOTH FINISH

00

01

FLOOR FINISH SCHEDULE

02

03

04

NORTH

Drawing No.Scale:

Project No.

Type:

Date:


Drawing Name:

1613318


03/23/17

As Noted

Store #: 55


Inc.(615) 449-8840

(615) 443-8595 fax


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p: 918.587.8600

f: 918.587.8601



1 Floor PlanSCALE: 1/8" = 1'-0"

Floor Plan

A-101


1

7'-6

"

6" M

IN10

" MA

X

6" DIA SCHEDULE 40 STEELPOST, FILL WITHNON-SHRINK GROUTREF A2/A503 FOR HINGEATTACHMENTS

(2) HEAVY DUTY HINGE ONEACH POSTREF A2

GATE HASP FOR USE WITHPAD LOCK

7'-4" V.I.F.T.O. CMU WALL ABOVE

LOW SIDE OF TRUCK WELL SLABAT DUMPSTER ENCLOSURE

PROVIDE CANE BOLT S W/SLEEVED HOLES FOR BOLTSIN OPENED AND CLOSEDPOSITIONSREF D2 AND D3

EXISTING RETAININGWALL AND RAIL TOREMAIN

7'-0

" MIN

7'-4

" MA

X

GALVANIZED CORRUGATEDMETAL PANELPREFINISHED BLACKREF D1

ALL EXPOSED GATECOMPONENTS TO BEPREFINISHED GRAY

1/2" EXPANSION JOINTON AROUND PIER

24" DIA PIER W/(6) #6 BARS VERT AND#3 TIES AT 10' OC(4 TIES @ TOP @ 2" OC)

2'-6

" MIN

3'-0

" MIN

6" P

LUS

FRO

ST D

EPTH

1/2" DIA x 4" RODWELDED TO PIPE

1"

1'-0" NOM. VERIFY W/ STRUCT DWGS.

12" C.M.U. w/ HORIZONTALJOINT REINFORCING @ 16" O.C.VERT., SEE STRUCTURAL DWGSFOR VERTICAL REINFORCING

GROUT WALL SOLID

FOUNDATION WALL - SEESTRUCTURAL DWGS.

PRE-CAST CONCRETE CAP

7'-4" +/-T.O. CMU WALL ABOVE

LOW SIDE OF TRUCK WELL SLABAT DUMPSTER ENCLOSURE

0'-0" (SLOPED)FIN. GRADE @

TRUCK WELL

1"

4"

EXISTING RETAINING WALLFOUNDATION TO REMAIN

EXTEND EXISTINGCONTINUOUS FOOTINGSEE STRUCT DWGS.

6" M

IN10

" MA

X7'

-0" M

IN7'

-4" M

AX

EXTERIOR INTERIOR

CANE BOLT ONEXTERIOR, TYP

2" x 2" TUBE STEELFRAME

GALVANIZEDCORRUGATEDMETAL PANEL

GALVANIZED FASTENERSAT 6" OC AROUNDPERIMETER OF FRAMEOR CONT WELD

HASP LATCH FOR USE WITH PADLOCK BETWEEN GATESPROVIDE 3" x 3" x 1/4" x 3" HIGHSTEEL ANGLE WELDED TO TUBE STEELFRAME FOR HASP ATTACHMENT

CONT WELD AT TUBE CONNECTIONSGRID SMOOTH ALL WELDS

PLAN

PLAN

HINGE DETAIL 8"

8"

BOLLARD - SEESTRUCTURAL DWGS.

8" CMU W/ HORIZONTAL JOINTREINFORCING @ 16" O.C. VERT.,SEE STRUCTURAL DWGS FORVERTICAL REINFORCING

MODULAR BRICKMATCH BUILDING

SLEEVE SET IN CONC1-1/2" INSIDE DIA CONC SLAB OR 12" x 12" x 18"

DEEP CONC PEDESTALSET FLUSH WITH TOP OF PAVING

SLEEVE SET IN CONC1-1/2" INSIDE DIA

TURNED UP ROD -WELDED TO GATE FRAMEFRO DROP ROD TO RESTIN OPEN POSITION

1" DIA DROPROD

Drawing No.Scale:

Project No.

Type:

Date:


Drawing Name:

ABCD

1

2

3

1613318


03/23/17

As Noted

Store #: 55


Inc.(615) 449-8840

(615) 443-8595 fax


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p: 918.587.8600

f: 918.587.8601



A1 Exterior ElevationSCALE: 3/4" = 1'-0"

Exterior Details

A-503C1 Section

SCALE: 1" = 1'-0"D1 Section

SCALE: 1" = 1'-0"

A2 DetailSCALE: 1 1/2" = 1'-0"


D2 Gate Hold DetailSCALE: 1 1/2" = 1'-0"

D3 Gate Drop DetailSCALE: 1 1/2" = 1'-0"

1

1

1

BACKROOM

109

EXIT110

HALL104

ENTRY101

SALES102

UTILITYAREA

108

MEN'S105

OFFICE107

BREAKROOM

106

WOMEN'S103

BACKROOM

109

Drawing No.Scale:

Project No.

Type:

Date:


Drawing Name:

Inc.(615) 449-8840

(615) 443-8595 fax





Date:A

Issued:

DRAWN BY:

Seal

REVIEWED BY:

1Date:Revisions:

BCDE

23456789

V2.0793x156 BW


1613318


03/23/17

As Noted

Store #: 55

TEL FAXLENEXA, KS 66214

8345 LENEXA DRIVE, SUITE 300

913 742 5000 913 742 5001www.hei-eng.com

1650002750TN. CORPORATE NUMBER: 3847

Permit Set 03/23/17

Bid Set 03/23/17

PlumbingConstruction Plan

P-1011 Plumbing Construction PlanSCALE: 1/8" = 1'-0"

NORTH

JSG

HEI

2 Enlarged Plumbing PlanSCALE: 1/4" = 1'-0"

NORTH

NORTH

05/03/17Addendum No.1

Drawing No.Scale:

Project No.

Type:

Date:


Drawing Name:

Inc.(615) 449-8840

(615) 443-8595 fax





Date:A

Issued:

DRAWN BY:

Seal

REVIEWED BY:

1Date:Revisions:

BCDE

23456789

V2.0793x156 BW


1613318


03/23/17

As Noted

Store #: 55



913 742 5000 913 742 5001www.hei-eng.com


Permit Set 03/23/17

Bid Set 03/23/17

Plumbing Legend& Details

P-401

JSG

HEI


Drawing No.Scale:

Project No.

Type:

Date:


Drawing Name:

Inc.(615) 449-8840

(615) 443-8595 fax





Date:A

Issued:

DRAWN BY:

Seal

REVIEWED BY:

1Date:Revisions:

BCDE

23456789

V2.0793x156 BW


1613318


03/23/17

As Noted

Store #: 55



913 742 5000 913 742 5001www.hei-eng.com


Permit Set 03/23/17

Bid Set 03/23/17

Plumbing Notes &Schedules

P-501

JSG

HEI


Drawing No.Scale:

Project No.

Type:

Date:


Drawing Name:

Inc.(615) 449-8840

(615) 443-8595 fax





Date:A

Issued:

DRAWN BY:

Seal

REVIEWED BY:

1Date:Revisions:

BCDE

23456789

V2.0793x156 BW


1613318


03/23/17

As Noted

Store #: 55



913 742 5000 913 742 5001www.hei-eng.com


Permit Set 03/23/17

Bid Set 03/23/17

Fire ProtectionLegend and Details

FP-201

JAE

FIRE SPRINKLER DEMOLITION NOTES:

1. PRIOR TO SUBMITTING BID, VISIT THE JOB SITE AND BECOME FULLY ACQUAINTED

WITH THE EXISTING CONDITIONS OF THE PROJECT. REVIEW THE GENERAL NOTES,

SPECIFICATIONS AND OTHER DRAWINGS FOR ADDITIONAL REQUIREMENTS WHICH

MAY NOT BE SPECIFICALLY CALLED OUT IN THIS PORTION OF THE CONSTRUCTION

DOCUMENTS. NOTIFY ARCHITECT, ENGINEER AND/OR OWNER OF CONFLICTS OR

DISCREPANCIES PRIOR TO SUBMISSION OF BID.

2. EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND SITE VISITS

AND MAY NOT REFLECT EXACT “AS-BUILT” CONDITIONS. FIELD VERIFY EXISTING

CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. COORDINATE NEW WORK AND

DEMOLITION WITH OTHER DISCIPLINES AND EXISTING CONDITIONS PRIOR TO

CONSTRUCTION.

3. OWNER RETAINS RIGHTS OF SALVAGE FOR EQUIPMENT AND FIXTURES TO BE

REMOVED. COORDINATE WITH THE OWNER THE EQUIPMENT AND FIXTURES TO BE

SALVAGED AND THE LOCATION FOR STORAGE. AVOID DAMAGE TO EQUIPMENT,

FIXTURES AND DEVICES DURING DEMOLITION WORK AND DURING TRANSPORT TO

OWNER'S DESIGNATED STORAGE LOCATION.

4. REMOVE ITEMS SHOWN HEAVY LINED AND/OR CROSSHATCHED AND/OR NOTED TO

BE REMOVED.

5. PERFORM ALL WORK ACCORDING TO THE PHASING SCHEDULE FOR THIS PROJECT.

PROVIDE ALL TEMPORARY DESIGN AND/OR CONFIGURATIONS THAT MEET

APPLICABLE CODE REQUIREMENTS AS NECESSARY TO CONFORM TO THE

REQUIRED CONSTRUCTION PHASING OF THE PROJECT.

6. ONLY THE PORTIONS OF THE BUILDING AFFECTED BY THE SCOPE OF THE PROJECT

HAVE BEEN SHOWN. INFORMATION SHOWN AS EXISTING TO REMAIN IS NOT BEING

MODIFIED AS A PART OF THIS PROJECT.

7. ALL WORK SHALL BE PERFORMED SO AS TO NOT INTERRUPT SERVICE. THE

CONTRACTOR SHALL PROPERLY NOTIFY THE BUILDING OWNER, LANDLORD, THE

LEASER AND ADJACENT TENANTS AS APPLICABLE A MINIMUM OF 48 HOURS IN

ADVANCE BEFORE PROCEEDING WITH THIS WORK.

8. REMOVE ALL UNUSED AND DEMOLISHED EQUIPMENT AND ASSOCIATED MATERIALS

FROM SITE. ABANDONING UNUSED PORTIONS WILL NOT BE ACCEPTABLE.

9. AVOID DAMAGING EXISTING SURFACES AND EQUIPMENT TO REMAIN FOR NEW

INSTALLATION. REPAIR ANY DAMAGE CAUSED DURING WORK AT NO EXTRA COST

TO THE OWNER.

10. SEAL ALL PENETRATIONS THROUGH FLOORS, WALLS, CEILINGS AND ROOFS WHERE

FIRE SPRINKLER COMPONENTS ARE REMOVED AND WHERE THE EXISTING

PENETRATION IS NOT USED FOR THE NEW INSTALLATION. REPAIR SURFACES TO

MATCH ADJACENT AREAS.

11. FIRE SPRINKLER SYSTEM(S) NOT ASSOCIATED WITH THE DEMOLITION SHALL BE

LEFT IN SERVICE AS APPLICABLE.

12. VERIFY THAT EXISTING EQUIPMENT TO REMAIN IS OPERATING PROPERLY. NOTIFY

THE ARCHITECT, ENGINEER AND/OR OWNER OF ANY DAMAGED AND/OR

MALFUNCTIONING COMPONENTS.

13. ALL SYSTEMS TO BE LEFT IN SERVICE PRIOR TO THE END OF EACH WORKDAY.

FIRE SPRINKLER GENERAL NOTES:

1. SPRINKLER SYSTEM DESIGN, INSTALLATION AND MATERIALS SHALL BE IN ACCORDANCE WITH

NFPA 13. SYSTEM SHALL ALSO MEET ALL APPLICABLE LOCAL, STATE, AND FEDERAL BUILDING

CODES, FIRE CODES, AND THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION AND

INSURANCE CARRIER/UNDERWRITER. VERIFY REQUIREMENTS PRIOR TO BID SUBMITTAL.

2. INFORMATION ON CONTRACT DOCUMENTS IS GENERAL INFORMATION AND FOR BID PURPOSES

ONLY. LAYOUT SYSTEM, PERFORM REQUIRED CALCULATIONS AND COORDINATE WITH OTHER

TRADES.

3. SPRINKLER CONTRACTOR SHALL OBTAIN AND PAY FOR ALL STATE AND LOCAL PERMITS

REQUIRED FOR WORK, AND SCHEDULE ANY INSPECTIONS REQUIRED BY GOVERNING RULES AND

REGULATIONS.

4. PROVIDE ADDITIONAL MATERIALS AND LABOR REQUIRED DUE TO LACK OF COORDINATION AND

TO MEET AUTHORITY HAVING JURISDICTION AND INSURANCE CARRIER REQUIREMENTS AT NO

ADDITIONAL COST TO THE OWNER.

5. MODIFY EXISTING SPRINKLER SYSTEM TO PROVIDE 100 PERCENT COVERAGE THROUGHT ENTIRE

BUILDING AND ALL SPACES. RELOCATE AND/OR PROVIDE ADDITIONAL SPRINKLERS, PIPING,

HANGERS, ETC. COORDINATE WITH WALLS, CEILINGS, LIGHTS, DIFFUSERS, STRUCTURE,

OBSTRUCTIONS, ETC. IN AREAS AFFECTED BY SCOPE OF WORK.

6. COORDINATE SPRINKLER SYSTEM MODIFICATIONS TO MINIMIZE SYSTEM IMPAIRMENT. PROVIDE

FIRE WATCH AND INTERIM FIRE PROTECTION MEASURES WHERE REQUIRED BY THE AUTHORITY

HAVING JURISDICTION, INSURANCE CARRIER OR OWNER.

7. CONTRACTOR SHALL HYDRAULICALLY CALCULATE ENTIRE FIRE SPRINKLER SYSTEM.

8. CONTRACTOR SHALL PROVIDE ALL FIRE SPRINKLER PROTECTION FOR ALL COMBUSTIBLE

CONCEALED SPACES AS REQUIRED BY NFPA 13. CONTRACTOR SHALL PROVIDE ALL NECESSARY

DRY SYSTEM EQUIPMENT WHERE SPACES ARE NOT CONDITIONED.

9. ALL PIPING SHALL BE ROUTED ABOVE BOTTOM CHORD OF JOIST.

10. ALL PIPING SHALL BE PITCHED BACK TO MAIN WITH SPRINKLERS AS HIGH AS POSSIBLE IN

SPACES WITH NO CEILINGS (EXPOSED ROOF STRUCTURE).

11. COORDINATE PIPE ROUTING NEAR ELECTRICAL EQUIPMENT WITH NFPA 70.

12. CONTRACTOR SHALL PROVIDE DRY PENDENT SPRINKLERS HEAD GUARDS IN FREEZER/COOLERS

WHERE APPLICABLE. COORDINATE SPRINKLER HEAD LOCATIONS WITH OTHER TRADES AND

COMPLY WITH OBSTRUCTION RULES IN ACCORDANCE WITH NFPA 13.

13. PENDENT SPRINKLERS SHALL BE CENTERED IN THE CEILING TILES. REFER TO ARCHITECTURAL

PLAN FOR CEILING GRID LAYOUT.

14. COORDINATE SPRINKLER TEMPERATURES NEAR HEAT-PRODUCING SOURCES WITH NFPA 13.

15. DO NOT CONNECT MORE THAN ONE SPRINKLER TO AN EXISTING ONE-INCH OUTLET UNLESS

HYDRAULIC CALCULATIONS ARE INCLUDED TO VERIFY PERFORMANCE.

16. TAMPER AND FLOW SWITCHES SHALL BE MONITORED BY THE EXISTING FIRE ALARM CONTROL

PANEL OR FIRE SPRINKLER MONITORING PANEL.

17. REMOVE ALL ABANDONED PIPING, FITTINGS, HANGERS, ETC.

18. FORWARD COMPLETED CONTRACTOR MATERIAL TEST CERTIFICATES TO THE OWNER.

19. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

HEI


EXIT110

HALL104

ENTRY101

SALES102

UTILITYAREA

108

MEN'S105

OFFICE107

BREAKROOM

106

WOMEN'S103

BACKROOM

109

Drawing No.Scale:

Project No.

Type:

Date:


Drawing Name:

Inc.(615) 449-8840

(615) 443-8595 fax





Date:A

Issued:

DRAWN BY:

Seal

REVIEWED BY:

1Date:Revisions:

BCDE

23456789

V2.0793x156 BW


1613318


03/23/17

As Noted

Store #: 55



913 742 5000 913 742 5001www.hei-eng.com


Permit Set 03/23/17

Bid Set 03/23/17

HVACConstruction Plan

H-1011 HVAC Construction PlanSCALE: 1/8" = 1'-0"

JSG/MAB

HEI

NORTH

Addendum No.1 05/03/17

ARCHITECT'S Addendum No. 1 ARCHITECT Daryl L. Bray, SGA ...

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Transcript of ARCHITECT'S Addendum No. 1 ARCHITECT Daryl L. Bray, SGA ...