DOCUMENT 00 90 00 ADDENDUM ADDENDUM NO. …...This addendum forms a part of the Contract Documents and modifies the original Bidding Documents dated April 2019. Acknowledge receipt

18065 00 90 00 -1

DOCUMENT 00 90 00

ADDENDUM

ADDENDUM NO. [1] Date: May 7, 2019

RE: HOUSING AUTHORITY OF LA CROSSE 2018-19 CAPITAL IMPROVEMENT PROJECTS 1307 BADGER STREET LA CROSSE, WI 54601 HSR PROJECT NO. 18065 FROM: HSR Associates, Inc

100 Milwaukee Street

La Crosse, WI 54603

(608) 784-1830

To: Prospective Bidders

This addendum forms a part of the Contract Documents and modifies the original Bidding Documents

dated April 2019. Acknowledge receipt of this Addendum in the space provided on the bid form. Failure

to do so may subject the Bidder to disqualification.

This Addendum consists of [2] pages, Pre-bid attendance, [1] Revised Bid Form, [1] Specification

Section, [6] 30 x 42 drawing sheets.

CHANGES TO BIDDING REQUIREMENTS, CONTRACT FORMS AND CONDITIONS OF THE

CONTRACT:

1. Pre-bid attendance attached hereto.

2. Section 00 41 00 BID FORM

a. Revised Bid Form attached hereto reflecting added unit price.

CHANGES TO GENERAL REQUIREMENTS:

3. Section 01 22 00 UNIT PRICES

a. Section attached hereto as part of Contract Documents.

CHANGES TO SPECIFICATIONS:

4. Section 04 01 00 MAINTENANCE OF MASONRY

a. Brick for replacement at Stoffel Court: Hebron; Champagne Velour modular.

5. Section 08 71 00 DOOR HARDWARE

a. Hardware Schedule – Solberg Heights

i. Group 2: Delete Closer, Drop Plate, Blade Stop and Cush Shoe Support. Add

the following:

1 EA AUTO OPERATOR D-4990 689 STANLEY

1 EA ACTUATOR WIRELESS PKG CL4980 STANLEY

1 EA ELECTRIC STRIKE 6300 US32D VONDUPRIN

ii. Group 3: Add “FR” to exit device. All doors in this group are fire rated.

18065 00 90 00 -2

iii. Group 4: Cylinders are not required for the lockset. Contractor shall salvage

existing entrance door cylinders, mark with apartment number and reinstall in

new lockset at corresponding units.

CHANGES TO DRAWINGS:

6. Sheet A100 FIRST FLOOR PLAN – STOFFEL COURT 30 x 42 attached hereto

a. Revisions clouded on Drawing

b. Revised Keynote 10, added Keynotes 11 and 12.

c. Added key notes 11 and 12.

7. Sheet A200 FLOOR PLAN – BECKER PLAZA 30 x 42 attached hereto

a. Revisions clouded on Drawing.

b. Revised key note 3.

8. Sheet A360 DOOR SCHEDULE – SOLBERG HEIGHTS 30 x 42 attached hereto


b. Changed solid core wood doors to hollow metal as clouded on schedule.

c. All entry door frame dimensions shall be field verified prior to ordering doors.

9. Sheet E100 FIRST FLOOR ELECTRICAL PLAN – STOFFEL COURT 30 x 42 attached hereto

a. Revisions clouded on Drawing

b. General Notes: See revised note D. See new note F.

c. Disregard all new power requirements at door hardware for North double door.

10. Sheet E200 ELECTRICAL FLOOR PLAN - BECKER PLAZA 30 x 42 attached hereto a. Revisions clouded on Drawing.

b. General Notes: See revised note K. See new notes M thru P.

11. Sheet E300 ELECTRICAL FLOOR PLAN - SOLBERG HTS 30 x 42 attached hereto


b. General Notes: See revised note D. See new note F.

END OF DOCUMENT 00 90 00

Page Intentionally Left Blank

18065 00 41 00-1

DOCUMENT 00 41 00

BID FORM - REVISED BIDDER:______________________________________________________________________ BID FOR SINGLE PRIME CONTRACT PROJECT: LA CROSSE HOUSING AUTHORITY

2018-19 CAPITAL IMPROVEMENT PROJECTS

1307 BADGER STREET

LA CROSSE, WI 54601

HSR PROJECT NO. 18065

TO: HOUSING AUTHORITY OF LA CROSSE

1307 BADGER STREET

P.O. BOX 1053

LA CROSSE, WISCONSIN 54602-1053 BASE BID

The undersigned, having examined the site where the Work is to be executed and become familiar with local conditions affecting the cost of the Work and carefully examined the Project Manual, the Project Drawings, all other Bidding Documents and Addenda thereto prepared by the AE, HSR Associates, Inc., hereby agrees to provide all labor, materials, equipment and services necessary for the complete and satisfactory execution of the ENTIRE WORK for the Base Bid stipulated sum of: ______________________________________________________________________________ Dollars ($ .00) UNIT PRICES The undersigned agrees to add or deduct portions of the Work from the Contract as described in the Project Manual, Section 01 22 00 Unit Prices, for the following Unit Price amounts: A. Unit Price UP-1: Brick Replacement – Stoeffel COurt Per Brick Dollars ($ .00) In submitting this Bid, the undersigned agrees to: 1. Hold this Bid open for 60 days. 2. Accept the provisions of Instructions to Bidders regarding disposition of Bid Security. 3. Enter into and execute an Agreement, if awarded on the basis of this Bid, and to furnish

Performance and Labor and Material Payment Bonds according to the Supplementary Conditions.

4. Accomplish work according to the Contract Documents. 5. Complete the work by the time stated in Section 01 10 00 Summary of the Work.


18065 00 41 00-2

Receipt of the following Addenda and inclusion of their provisions in this Bid is hereby acknowledged: Addendum No. Dated____________ Addendum No. Dated____________ Addendum No. Dated____________ Attached hereto are the required:

a. ( ) Bid Security

b. ( ) Certificate of Organization and Authority

c. ( ) Non-Collusive Affidavit: An affidavit in proof that the undersigned has not entered into any collusion with any person in respect to this Bid or any other bid or the submitting of bids for the contract for which this bid is submitted.

d. ( ) Certification of Non-segregated Facilities

e. An executed Document 00 45 15 Disclosure of Ownership is:

( ) Attached hereto ( ) Not applicable to the undersigned Bidder

FIRM NAME: ________________________________________________ (Affix seal if By: _______________________________________________________ Corporation)

Title: _______________________________________________________

By: _________________________________________________________

Title: _______________________________________________________

Date: _______________________________________________________

Official Address: ______________________________________________

____________________________________________________________

Telephone: __________________________________________________

END OF DOCUMENT 00 41 00


18065 / LHA 2018-19 Capital Improvements

01 22 00 - 1 UNIT PRICES

SECTION 01 22 00

UNIT PRICES

PART 1 GENERAL

1.01 SECTION INCLUDES

A. List of unit prices, for use in preparing Bids.

B. Measurement and payment criteria applicable to Work performed under a unit price payment method.

1.02 RELATED REQUIREMENTS

A. Document 00 21 13 - Instructions to Bidders: Instructions for preparation of pricing for Unit Prices.

B. Section 01 20 00 - Price and Payment Procedures: Additional payment and modification procedures.

1.03 COSTS INCLUDED

A. Unit prices shall be used in determining additions to or deductions from the Contract amount when changes in the Work as shown on the Drawings or in the Project Manual are directed. They will apply only when the changes involve materials, specifications, methods, and designs that are the same as those required in the work shown and/or specified. This will not be applied to changes requiring the use of materials, specifications, methods or design of different character from those shown or specified. The unit prices shall include full compensation for all required labor, products, tools, equipment, plant, transportation, services and incidentals; erection, application or installation of an item of the Work; overhead and profit

1.04 UNIT QUANTITIES SPECIFIED

A. Quantities indicated in the Bid Form are for bidding and contract purposes only. Quantities and measurements of actual Work will determine the payment amount.

1.05 MEASUREMENT OF QUANTITIES

A. Measurement methods delineated in the individual specification sections complement the criteria of this section. In the event of conflict, the requirements of the individual specification section govern.

B. Assist by providing necessary equipment, workers, and survey personnel as required.

C. Measurement Devices:

1. Weigh Scales: Inspected, tested and certified by the applicable state Weights and Measures department within the past year.

2. Platform Scales: Of sufficient size and capacity to accommodate the conveying vehicle.

3. Metering Devices: Inspected, tested and certified by the applicable State department within the past year.

D. Measurement by Weight: Concrete reinforcing steel, rolled or formed steel or other metal shapes will be measured by handbook weights. Welded assemblies will be measured by handbook or scale weight.

E. Measurement by Volume: Measured by cubic dimension using mean length, width and height or thickness.

F. Measurement by Area: Measured by square dimension using mean length and width or radius.

G. Linear Measurement: Measured by linear dimension, at the item centerline or mean chord.

H. Stipulated Price Measurement: Items measured by weight, volume, area, or linear means or combination, as appropriate, as a completed item or unit of the Work.

1.06 PAYMENT

A. Payment for Work governed by unit prices will be made on the basis of the actual measurements and quantities of Work that is incorporated in or made necessary by the Work and accepted by the Architect, multiplied by the unit price.

B. Payment will not be made for any of the following:

1. Products wasted or disposed of in a manner that is not acceptable.

2. Products determined as unacceptable before or after placement.

3. Products not completely unloaded from the transporting vehicle.

4. Products placed beyond the lines and levels of the required Work.

5. Products remaining on hand after completion of the Work.

18065 / LHA 2018-19 Capital Improvements

01 22 00 - 2 UNIT PRICES

6. Loading, hauling, and disposing of rejected Products.

1.07 SCHEDULE OF UNIT PRICES

A. Unit Price UP-1: Brick Replacement-Stoeffel Court

1. State the amount per brick to replace spalled brick over and above the 16 identified under base bid. Such amount shall include removal and installation.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

END OF SECTION

GENERAL NOTES:SEE KEYNOTES FOR DOORS AND FRAMES TO BE REMOVED. SALVAGE TO OWNER. COORDINATE EXISTING WIRING LOCATIONS WITH ELECTRICAL.

A

B

SYMBOL INDICATES CONSTRUCTION NOTE THIS SHEET

LEGEND:

PATCH EXISTING ADJACENT WALLS AFFECTED BY DOOR INSTALLATIONTO MATCH EXISTING.

BL-n BORROWED LIGHT TYPE- SEE THIS SHEET

C TUCK POINT 2000 LF OF MORTAR JOINTS.

2

A121

1

A120

2

A120

1

A121

62

'-3

"

ST

OF

FE

L C

OU

RT

BE

CK

ER

PLA

ZA

14

'-4

"

22'-4" 3'-0" 22'-0" 9'-0" 9'-0" 22'-0" 3'-0" 22'-4" 53'-2"

33'-0" 27'-0"

31

'-0

"

5'-0

"

VESTIBULE

100

CORRDOR

101

100B

100A

100C

100D

101A

SECOND FLOOROVERHANG

SECOND FLOOROVERHANG

CANOPY OVERHANG

EXISTINGPARK BENCHES

TO REMAIN

EXISTING RAILINGTO REMAIN

EXISTING RAILINGTO REMAIN

4

1

EX

IST

ING

GR

AS

S

EXISTING LAMPPOST

2

27'-0"

22'-0"

5'-0"EXISTING LAMPPOST

35

'-5

1/3

2"

EXISTING SCREENWALL TO REMAIN

3

333

5

5

7 7

77

7

EXISTINGGRASS AND

TREE

EXISTING PATIO

9

97'-0"

5'-1 1/2" 1'-6" 5'-1 1/2"

PARKING LOT

7TH STREET SOUTH

8

EXISTING LAMPPOST

BL-1

6

6

66

6 6

6 6

6

6

6

SEED MIXTURE:KENTUCKY BLUEGRASS- 60%CHEWING FESCUE- 15%RED FESCUE- 15%PERENNIAL RYE- 10%

MINIMUM 85% GERMINATION

SLOW RELEASE FERTILIZERNITROGEN 31%PHOSPHORIC ACID 3%SOLUBLE POTASH 10%

6

6

6

10

3

3

3

33

3

3

3 3

3

33

3

10

10

10

10

6610

1010

10

CLEAN BRICK AT PLANTERAND LOW WALL PER 04 01 00

3

11

11

11

11

11 11

11 11 11 11 11

11

11

11

12

DOOR SCHEDULE REMARKSDOOR SCHEDULE GENERAL NOTES

A. SEE SPECIFICATIONS FOR DOOR HARDWARE GROUPS

G

SEE SCHED.

7'-0

"

10"

ALUM

*WIDE STYLE DOOR

DOOR FRAME GENERAL NOTES

A. ALL DOOR FRAMES INSTALLED IN EXISTING OPENINGS. FIELD VERIFY OPENINGDIMENSIONS.

ALUM = ALUMINUM

DOOR FRAME TYPES

AA

2"

SE

E S

CH

ED

2" SEE SCHED 2"

DOOR TYPES

1. DOOR OPERATOR WITH WIRELESS PUSH PLATE.

2. ELECTRIC STRIKE REQUIRED.3. WIRELESS KEY ACTUATOR REQUIRED.4. PAIR OF UNEVEN DOORS.

JJF

EQ EQ

7'-2

"

10"

ALUM

*WIDE STYLE DOOR

SEE SCHED

2"

1'-0

"

2"

SE

E S

CH

ED

2" 4'-9 1/2" 2"

8'-0

"

SEE SCHED.

KK

2"

1'-0

"

2"

SE

E S

CH

ED

2" 3'-4" 2"

8'-0

"

ALUM = ALUMINUM

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

GLT-13

GLT

-12

GLT-4

4 1

/2"

SEALANT ATPERIMETER(BOTH SIDES)

3/8" SHIM SPACEAT PERIMETER

ALUM THERMALLY BROKEN STOREFRONT SYSTEM

EXISTING CEILINGSYSTEM

EXISTING WOODFRAMING ANDINSULATION

4"




EXISITNGMASONRYWALLS

EXISTING WINDOW

ALUM THERMALLY BROKENSTOREFRONT SYSTEM

NEW SLABEDGE INSULATION

IF REQUIRED SEALANT ATPERIMETER(BOTH SIDES)

3/8' SHIM SPACEAT PERIMETER

ALUM ENTRY SYSTEM

EXISTING GYP BDCEILING SYSTEM

EXISTING WOODBLOCKING

EXISTING MASONRYWALLS



ALUM ENTRY SYSTEM

8'-0

" *

4 1

/2"

7'-5 1

/2"

2"

2" 3 EQ SPACES 4 1/2"

9'-0" *

BL-1ALUM

4 1/2" DEPTH

*FIELD VERIFYEXISTING OPENING DIMENSIONS

GLT-4 GLT-4 GLT-4

ALUM ENTRY SYSTEM

4 1/2"ALUM CORNER

FRAME

EXISTING EXTERIORWALL AND LINTEL

3" 4 1/2"

SEALANT ATPERIMETER

(BOTH SIDES)

3/8"SHIM SPACEAT PERIMETER


3" SEALANT ATPERIMETER(BOTH SIDES)


EXISTINGEXTERIOR

WALL

ALUM THERMALLY BROKEN STOREFRONT

SYSTEM

Key Plan:

HSR Project Number:

Project Date:

Drawn By:

Last Update:

HSR ASSOCIATES INC.100 MILWAUKEE STREET

LA CROSSE, WISCONSIN

PHONE: 608.784.1830

FAX: 608.782.5844

www.hsrassociates.com

Consultant:

Revisions:

Graphic Scale:

VARIES

Sheet T

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:

Pro

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Pro

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5/7/2019 9:02:18 AM

A100

MPL/ HH

18065

APRIL 2019

FIR

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TH

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LA

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ON

SIN

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AU

TH

OR

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OF

TH

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OF

LA

CR

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KEY NOTES PLAN1 CROSS HATCHED AREA INDICATES EXISTING CONCRETE SLAB TO BE

REMOVED

2 REMOVE EXISTING PARK BENCHES AND CONC. BASES

3 CRACKS IN BRICK SHALL BE FILLED WITH MORTAR.

4 NEW CONCRETE SIDEWALK.

5 REPLACE EXISTING PUSH-BUTTON DOOR OPERATOR - SEE ELECTRICAL.

6 REMOVE STONE CAPS. CLEAN MORTAR AND CAPS FROM TOP OF WALL.INSTALL STAINLESS STEEL FLASHING OVER TOP OF WALL. DRILL (2)HOLES IN EACH CAP PIECE AND TOP OF WALL FOR A 3" STAINLESSSTEEL PIN. FULL EPOXY PIN IN PLACE. RESET CAPS IN FULL MORTARBED. RAKE CAP JOINTS FOR SEALANT.

7 REMOVE EXISTING DOOR AND FRAME. PREPARE OPENING ASREQUIRED FOR NEW DOOR AND FRAME.SEE DOOR SCHEDULE.

8 PREP, PRIME, AND REPAINT LINTEL AFTER COMPLETION OF DOORINSTALLATION

9 REMOVE EXISTING POST. PATCH CONCRETE AS REQUIRED.

10 SAWCUT VERTICAL STRUCTURAL CRACK ON BOTH SIDES OF JOINT.GRIND MORTAR JOINTS 3" DEEP AT (3) LOCATIONS 8" LONG AT TALLWALL, (2) AT SHORT WALL. INSERT A 7"x2" WIDE CORRUGATED STRAPANCHOR IN SAWCUT MORTAR JOINTS, MORTAR IN PLACE. FILL ENTIREVERTICAL JOINT WITH MORTAR. WORK MORTAR FROM TOP WITH CAPREMOVED. RAKE VERTICAL JOINT 1/2" MIN AND SEAL.

11 REPLACE SPALLED BRICK AT 16 LOCATIONS.

12 REMOVE ABANDONED CONCRETE BASE. INFILL REMAINING HOLE TOGRADE.

1/8" = 1'-0"1FIRST FLOOR

DOOR SCHEDULE-STOFFEL

DOORNO.

DOOR FRAME

HDWRGROUP REMARKS

SIZE

MAT'LDOORTYPE

GLASSTYPE MAT'L

FRAMEELEV DEPTH

DETAILS

W H T HEAD JAMB SILL100A 3' - 4" 6' - 8" 1 1/2" ALUM G GLT-12 ALUM JJ 4 1/2" 3/A100 4/A100 5/A100 1 1,2

100B 3' - 4" 6' - 8" 1 1/2" ALUM G GLT-12 ALUM JJ 4 1/2" 3/A100 4/A100 5/A100 2

100C 3' - 4" 6' - 8" 1 1/2" ALUM G GLT-4 ALUM KK 4 1/2" 6/A100 7, 8/A100 1 1,2,3

100D 3' - 4" 6' - 8" 1 1/2" ALUM G GLT-4 ALUM KK 4 1/2" 6/A100 7, 8/A100 2

101A 3' - 0" 7' - 2" 1 1/2" ALUM F GLT-12 ALUM AA 4 1/2" 9/A100 10/A100 5/A100 3 4

101B 2' - 0" 7' - 2" 1 1/2" ALUM F GLT-12 ALUM AA 4 1/2" 9/A100 10/A100 5/A100 3

101D 3' - 0" 7' - 0" 1 3/4" <By Category> HM

2 NO SCALE

TYPICAL PLANTER WALL

1 1/2" = 1'-0"3DOOR HEAD

1 1/2" = 1'-0"4DOOR JAMB

1 1/2" = 1'-0"5DOOR SILL

1 1/2" = 1'-0"6DOOR HEAD

1 1/2" = 1'-0"7DOOR JAMB

1 1/2" = 1'-0"8DOOR JAMB

1 1/2" = 1'-0"9DOOR HEAD

1 1/2" = 1'-0"10DOOR JAMB

ALUM THRESHOLD-SET IN SEALANT

No. Description Date

A01 Addendum 1 05-07-19

A01

A01

A01

A01

A01

A01 A01A01

A01

10

10

10

GENERAL NOTES:SEE ELECTRICAL FOR EXTERIOR LIGHTING REPLACEMENT.

EACH KITCHEN TO RECIEVE NEW LIGHT FIXTURES - TOTAL OF 75. SEE ELECTRICAL.

A

B

24

'-0

"4

'-0

"

12'-4" 6'-0" 11'-8"

30'-0"

VESTIBULE

100

100B

100A

COMMUNITY ROOM

101

7th STREET SOUTH

EXISTING PERIMETERFENCE TO REMAIN

1

2

3

4

5

5

5

4

4

3

3

5

6

CANOPY OVERHANG

ST

OF

FE

L C

OU

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BE

CK

ER

PLA

ZA

101

CONTROL JOINTS

EXISTING GATE


A. SEE SPECIFICATIONS FOR DOOR HARDWARE GROUPS

ALUM = ALUMINUM

AA

2"

SE

E S

CH

ED

2" SEE SCHED 2"

DOOR TYPES

1. DOOR OPERATOR WITH WIRELESS PUSH PLATE.

2. ELECTRIC STRIKE REQUIRED.3. WIRELESS KEY ACTUATOR REQUIRED.

LL

8'-0

"

2" SEE SCHED2" EQ 2" EQ 2"

G

SEE SCHED.

SE

E S

CH

ED

.

10"

ALUM

*WIDE STYLE DOOR


A. ALL DOOR FRAMES INSTALLED IN EXISTING OPENINGS- FIELD VERIFYOPENING DIMENSIONS.

ALUM = ALUMINUM

DOOR FRAME TYPES

2"

5'-0

"2

"2

'-8

"

9'-7"

GLT-12 GLT-12

RR

2"

6'-5 1

/2"

4 1

/2"

2"

3'-0"

2"

2'-6"

2"

6'-0"

GLT

-12

7'-0

"

2"

SC

HE

D

SE

E

2"

SC

HE

D

SE

E




EXISTING CEILINGSYSTEM

EXISTING METALFRAMING AND

INSULATION

PAINT EXISTING BLOCKINGAFTER INSTALLATION OFNEW STOREFRONT DOOR

4 1/2"

EXISTING AC PANELCEILNG

EXISTING BRICK WALL

PATCH/PAINT ADJACENT WALL AS REQUIRED AFTERINSTALLATION OF NEWENTRY SYSTEM





SEALANT AT PERIMETERBOTH SIDES

4 1/2"

EXISTINGEXTERIOR WALL

ALUM SILL

WOOD BLOCKING

1"

AT SIDELIGHT SILL


NEW SLABEDGE INSULATION

IF REQUIRED

AT DOOR SILL

ALUM THRESHOLD SET IN SEALANT



EXISTINGBRICK WALL

6"

ALUM ENTRYDOOR

PATCH/ PAINTGYP BD AND REPLACE

J- BEAD IF REQUIRED


EXISTING METAL STUDAND GYP BD WALL

REPLACE EXISTING TRIMAFTER INSTALLTION OFNEW DOOR

DRIP EDGE

REPAIR/ REPLACE EXTWALL FINISH AFTER

INSTALLATION OF NEWDOOR AND DRIP EDGE


EXISTING EXTERIORWALL


REPLACE EXISTING TRIMAFTER INSTALLTION OFNEW DOOR

LINE OF WALLABOVE

SEALANT ATPERIMETER



SEALANT ATPERIMETER

EXISTING ALUMWINDOW AND SILL

EXISTING MASONRYWALL

EXISTING METALBETWEEN FRAMES

NEW BREAK METALTRIM- COLOR TO MATCH

EXISTING


Key Plan:

HSR Project Number:

Project Date:

Drawn By:

Last Update:



PHONE: 608.784.1830

FAX: 608.782.5844


Consultant:

Revisions:

Graphic Scale:

VARIES

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5/6/2019 9:29:47 AM

A200

MPL/ HH

18065

APRIL 2019

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A

KEY NOTES PLAN1 REMOVE EXISTING TREE (APPROX. 16" DIA.) AND LANDSCAPE ROCK.

REMOVE STUMP, COMPACT AND FILL AS REQUIRED FOR INSTALLATIONOF NEW SLAB.

2 CROSS HATCHED AREA INDICATES EXISTING CONC SLAB TO BEREMOVED. PREPARE AREA AS REQUIRED FOR NEW CONC SLAB.

3 REMOVE EXISTING LAMPPOST AND BASE. SEE ELECTRICAL FOR NEWLIGHTING AND CONCRETE BASE. CONCRETE PROVIDED BY GC,INSTALLED BY ELECTRICAL CONTRACTOR.

4 REMOVE EXISTING DOOR AND FRAME. REPLACE WITH NEW DOOR ANDFRAME- SEE DOR SCHEDULE. PATCH/PAINT ADJACENT WALL AFTERINSTALLATION OF NEW ENTRY DOOR.

5 REPLACE DOOR ACTUATOR. SEE ELECTRICAL.

6 REMOVE EXISTING PARK BENCHES AND SALVAGE TO REINSTALL AFTERINSTALLATION OF NEW CONCRETE SLAB. INSTALL IN SAME LOCATION.

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

DOOR SCHEDULE-BECKER

DOORNO.

DOOR FRAME

HDWRGROUP REMARKS

SIZE

MAT'LDOORTYPE

GLASSTYPE MAT'L

FRAMEELEV DEPTH

DETAILS

W H T HEAD JAMB SILL100A 3' - 4" 7' - 10" 1 1/2" ALUM G GLT-12 ALUM LL 4 1/2" 3/A200 4/A200 5,6/A200 1 1,2

100B 3' - 4" 7' - 2" 1 1/2" ALUM G GLT-4 ALUM AA 6" 7/A200 7/A200 1 1,2,3

101 3' - 4" 6' - 10" 1 1/2" ALUM G GLT-12 ALUM RR 4 1/2" 8/A200 9,10/A200 6/A200 2

2 NO SCALE

EXISTING PATIO

1 1/2" = 1'-0"3DOOR HEAD

1 1/2" = 1'-0"4DOOR JAMB

1 1/2" = 1'-0"5SILL DETAIL

1 1/2" = 1'-0"6SILL DETAIL

1 1/2" = 1'-0"7DOOR HEAD/ JAMB

1 1/2" = 1'-0"8DOOR HEAD

1 1/2" = 1'-0"9DOOR JAMB

1 1/2" = 1'-0"10DOOR JAMB


A01 Addendum 1 05-07-2019

A01


A. SEE SPECIFICATIONS FOR DOOR HARDWARE GROUPSB. IHM (INSULATED HOLLOW METAL) DOORS AND FRAMES SHALL BE PAINTEDC. ALL DOUBLE DOORS TO HAVE TWO EQUAL LEAFS UNLESS NOTED OTHERWISE

ACC= ACCORDION ALUM = ALUMINUM FBGLS= FIBERGLASS IHM = INSULATED HOLLOW METAL SCWD = SOLID CORE WOOD DOOR

A

SE

E S

CH

ED

.

SEE SCHED.

C

SE

E S

CH

ED

.

SEE SCHED.


A. ALL HM (HOLLOW METAL) FRAMES SHALL BE PAINTED.B. ALL DOOR FRAMES INSTALLED IN EXISTING OPENINGS.

HM = HOLLOW METAL ALUM = ALUMINUM

DOOR FRAME TYPES

AA

2"

SE

E S

CH

ED

2" SEE SCHED 2"

DOOR TYPES

1. DOOR OPERATOR WITH WIRELESS PUSHPLATE.

2. ELECTRIC STRIKE REQUIRED.3. WIRELESS KEY ACTUATOR REQUIRED.4. PAIR OF DOORS.5. 180 SWING- SEE PLAN.6. 1 DOOR EACH AT 3rd, 4th, and 5th FLOORS.7. REUSE EXISTING APARTMENT IDENTIFICATION

PLATE.EQ EQ

G

SEE SCHED.

SE

E S

CH

ED

.

10"

ALUM

*WIDE STYLE DOOR

SEE SCHED.

SE

E S

CH

ED

.

ACC

10'-0"

8'-0

"

2"

4'-5

"

2"

2'-10

1/2

"

4 1

/2"

2"EQ2"

SCHED

SEE2"EQ

GLT-?

GLT-? GLT-?

GLT-?

MM

4'-8"

2"SCHED

SEE

2"

10" 2"

GLT

-?

2"

NN PP

2"

5'-0

"

2"

5'-4

"

4'-4"

2"4'-0"2"

Key Plan:

HSR Project Number:

Project Date:

Drawn By:

Last Update:



PHONE: 608.784.1830

FAX: 608.782.5844


Consultant:

Revisions:

Graphic Scale:

VARIES

Sheet T

itle

:

Pro

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Pro

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5/6/2019 9:27:39 AM

A360

MPL

18065

APRIL 2019

DO

OR

SC

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201

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HT

S

DOOR SCHEDULE- SOLBERG HEIGHTS

DOORNO.

DOOR FRAME

FIRELABEL

HDWRGROUP REMARKS

SIZE

MAT'LDOORTYPE

GLASSTYPE MAT'L

FRAMEELEV DEPTH

DETAILS

W H T HEAD JAMB SILL213D 5' - 8" 6' - 8" 0" WD SLATS ACC

214A 3' - 0" 6' - 8" 1 3/4" SCWD A HM EXIST'G 20 MIN 4 7

214B 3' - 0" 6' - 8" 0" WD SLATS ACC

214C 3' - 0" 6' - 8" 0" WD SLATS ACC

214D 5' - 8" 6' - 8" 0" WD SLATS ACC

216 3' - 0" 6' - 10" 1 3/4" HM A HM EXIST'G 45 MIN 5

217 3' - 0" 6' - 10" 1 3/4" HM A HM EXIST'G 45 MIN 5

218 3' - 0" 6' - 10" 1 3/4" HM A HM EXIST'G 45 MIN 6

301A 3' - 0" 6' - 8" 1 3/4" SCWD A HM EXIST'G 20 MIN 4 6,7

301B 3' - 0" 6' - 8" 0" WD SLATS ACC 6

301C 3' - 0" 6' - 8" 0" WD SLATS ACC 6

301D 5' - 8" 6' - 8" 0" WD SLATS ACC 6


302B 3' - 0" 6' - 8" 0" WD SLATS ACC 6

302C 3' - 0" 6' - 8" 0" WD SLATS ACC 6


303B 3' - 0" 6' - 8" 0" WD SLATS ACC 6

303C 3' - 0" 6' - 8" 0" WD SLATS ACC 6

303D 5' - 8" 6' - 8" 0" WD SLATS ACC 6


304B 3' - 0" 6' - 8" 0" WD SLATS ACC 6

304C 3' - 0" 6' - 8" 0" WD SLATS ACC 6

304D 5' - 8" 6' - 8" 0" WD SLATS ACC 6

304D 5' - 8" 6' - 8" 0" WD SLATS ACC 6



306B 3' - 0" 6' - 8" 0" WD SLATS ACC 6

306C 3' - 0" 6' - 8" 0" WD SLATS ACC 6

306D 5' - 8" 6' - 8" 0" WD SLATS ACC 6


307B 3' - 0" 6' - 8" 0" WD SLATS ACC 6

307C 3' - 0" 6' - 8" 0" WD SLATS ACC 6

307D 5' - 8" 6' - 8" 0" WD SLATS ACC 6


308B 3' - 0" 6' - 8" 0" WD SLATS ACC 6

308C 3' - 0" 6' - 8" 0" WD SLATS ACC 6

308D 5' - 8" 6' - 8" 0" WD SLATS ACC 6


309B 3' - 0" 6' - 8" 0" WD SLATS ACC 6

309C 3' - 0" 6' - 8" 0" WD SLATS ACC 6

309D 5' - 8" 6' - 8" 0" WD SLATS ACC 6


310B 3' - 0" 6' - 8" 0" WD SLATS ACC 6

310B 3' - 0" 6' - 8" 0" WD SLATS ACC 6

310C 3' - 0" 6' - 8" 0" WD SLATS ACC 6

310C 3' - 0" 6' - 8" 0" WD SLATS ACC 6

310D 5' - 8" 6' - 8" 0" WD SLATS ACC 6

310D 5' - 8" 6' - 8" 0" WD SLATS ACC 6


311B 3' - 0" 6' - 8" 0" WD SLATS ACC 6

311C 3' - 0" 6' - 8" 0" WD SLATS ACC 6

311D 5' - 8" 6' - 8" 0" WD SLATS ACC 6


312B 3' - 0" 6' - 8" 0" WD SLATS ACC 6

312C 3' - 0" 6' - 8" 0" WD SLATS ACC 6

312D 5' - 8" 6' - 8" 0" WD SLATS ACC 6


313B 3' - 0" 6' - 8" 0" WD SLATS ACC 6

313C 3' - 0" 6' - 8" 0" WD SLATS ACC 6

313D 5' - 8" 6' - 8" 0" WD SLATS ACC 6


314B 3' - 0" 6' - 8" 0" WD SLATS ACC 6

314C 3' - 0" 6' - 8" 0" WD SLATS ACC 6

314D 5' - 8" 6' - 8" 0" WD SLATS ACC 6


315B 3' - 0" 6' - 8" 0" WD SLATS ACC 6

315C 3' - 0" 6' - 8" 0" WD SLATS ACC 6

315D 5' - 8" 6' - 8" 0" WD SLATS ACC 6

317A 3' - 0" 6' - 10" 1 3/4" HM A HM EXIST'G 45 MIN 5 6

317B 3' - 0" 6' - 10" 1 3/4" HM A HM EXIST'G 45 MIN 5 6

318 3' - 0" 6' - 10" 1 3/4" HM A HM EXIST'G 45 MIN 6 6


603B 3' - 0" 6' - 8" 0" WD SLATS ACC

603C 3' - 0" 6' - 8" 0" WD SLATS ACC

603D 5' - 8" 6' - 8" 0" WD SLATS ACC


604B 3' - 0" 6' - 8" 0" WD SLATS ACC

604C 3' - 0" 6' - 8" 0" WD SLATS ACC

604D 5' - 8" 6' - 8" 0" WD SLATS ACC


605B 3' - 0" 6' - 8" 0" WD SLATS ACC

605C 3' - 0" 6' - 8" 0" WD SLATS ACC

605D 5' - 8" 6' - 8" 0" WD SLATS ACC


606B 3' - 0" 6' - 8" 0" WD SLATS ACC

606C 3' - 0" 6' - 8" 0" WD SLATS ACC

606D 5' - 8" 6' - 8" 0" WD SLATS ACC


609B 3' - 0" 6' - 8" 0" WD SLATS ACC

609C 3' - 0" 6' - 8" 0" WD SLATS ACC

609D 5' - 8" 6' - 8" 0" WD SLATS ACC


610B 3' - 0" 6' - 8" 0" WD SLATS ACC

610C 3' - 0" 6' - 8" 0" WD SLATS ACC

610D 5' - 8" 6' - 8" 0" WD SLATS ACC


611B 3' - 0" 6' - 8" 0" WD SLATS ACC

611C 3' - 0" 6' - 8" 0" WD SLATS ACC

611D 5' - 8" 6' - 8" 0" WD SLATS ACC


612B 3' - 0" 6' - 8" 0" WD SLATS ACC

612C 3' - 0" 6' - 8" 0" WD SLATS ACC

612D 5' - 8" 6' - 8" 0" WD SLATS ACC


613B 3' - 0" 6' - 8" 0" WD SLATS ACC

613C 3' - 0" 6' - 8" 0" WD SLATS ACC

613D 5' - 8" 6' - 8" 0" WD SLATS ACC


614B 3' - 0" 6' - 8" 0" WD SLATS ACC

614C 3' - 0" 6' - 8" 0" WD SLATS ACC

614D 5' - 8" 6' - 8" 0" WD SLATS ACC

615A 3' - 0" 6' - 10" 1 3/4" HM A HM EXIST'G 45 MIN 5

615B 3' - 0" 6' - 10" 1 3/4" HM A HM EXIST'G 45 MIN 5

616 3' - 0" 6' - 10" 1 3/4" HM A HM EXIST'G 45 MIN 6

700 4' - 0" 5' - 0" 1 3/4" IHM A HM PP 8 3/4" 8/A300 9/A300 11/A300 7

DOOR SCHEDULE- SOLBERG HEIGHTS

DOORNO.

DOOR FRAME

FIRELABEL

HDWRGROUP REMARKS

SIZE

MAT'LDOORTYPE

GLASSTYPE MAT'L

FRAMEELEV DEPTH

DETAILS

W H T HEAD JAMB SILL1S1A 3' - 0" 6' - 10" 1 3/4" HM A HM EXIST'G 1 HR 3

1S2A 3' - 0" 6' - 10" 1 3/4" HM A HM EXIST'G 1 HR 3

2S1 3' - 0" 6' - 10" 1 3/4" HM A HM EXIST'G 1 HR 3

2S2 3' - 0" 6' - 10" 1 3/4" HM A HM EXIST'G 1 HR 3

3S1 3' - 0" 6' - 10" 1 3/4" HM A HM EXIST'G 1 HR 3 6

3S2 3' - 0" 6' - 10" 1 3/4" HM A HM EXIST'G 1 HR 3 6

6S1 3' - 0" 6' - 10" 1 3/4" HM A HM EXIST'G 1 HR 3

6S2 3' - 0" 6' - 10" 1 3/4" HM A HM EXIST'G 1 HR 3


101B 6' - 0" 6' - 8" 0" WD SLATS ACC

101C 3' - 8" 6' - 8" 0" WD SLATS ACC

101D 6' - 0" 6' - 8" 0" WD SLATS ACC


102B 3' - 0" 6' - 8" 0" WD SLATS ACC

102C 3' - 0" 6' - 8" 0" WD SLATS ACC

102D 5' - 8" 6' - 8" 0" WD SLATS ACC


103B 3' - 0" 6' - 8" 0" WD SLATS ACC

103C 3' - 0" 6' - 8" 0" WD SLATS ACC

103D 5' - 8" 6' - 8" 0" WD SLATS ACC


104B 3' - 0" 6' - 8" 0" WD SLATS ACC

104C 3' - 0" 6' - 8" 0" WD SLATS ACC

104D 5' - 8" 6' - 8" 0" WD SLATS ACC


105B 3' - 0" 6' - 8" 0" WD SLATS ACC

105C 3' - 0" 6' - 8" 0" WD SLATS ACC

105D 5' - 8" 6' - 8" 0" WD SLATS ACC


106B 3' - 0" 6' - 8" 0" WD SLATS ACC

106C 3' - 0" 6' - 8" 0" WD SLATS ACC

106D 5' - 8" 6' - 8" 0" WD SLATS ACC


107B 3' - 0" 6' - 8" 0" WD SLATS ACC

107C 3' - 0" 6' - 8" 0" WD SLATS ACC

107D 5' - 8" 6' - 8" 0" WD SLATS ACC


108B 3' - 0" 6' - 8" 0" WD SLATS ACC

108C 3' - 0" 6' - 8" 0" WD SLATS ACC

108D 5' - 8" 6' - 8" 0" WD SLATS ACC


109B 3' - 0" 6' - 8" 0" WD SLATS ACC

109C 3' - 0" 6' - 8" 0" WD SLATS ACC

109D 5' - 8" 6' - 8" 0" WD SLATS ACC


110B 3' - 0" 6' - 8" 0" WD SLATS ACC

110C 3' - 0" 6' - 8" 0" WD SLATS ACC

110D 5' - 8" 6' - 8" 0" WD SLATS ACC

111A 3' - 4" 7' - 10" 1 1/2" ALUM G ALUM MM 4 1/2" 1/A350 2/A350 3,4/A350 1 1,2

111B 3' - 4" 7' - 10" 1 1/2" ALUM G ALUM NN 4 1/2" 5/4350 6,7/A350 2 1,2,3

126 5' - 0" 6' - 10" 1 3/4" FBGLS C HM AA 8 3/4" 8/A350 9/A350 10/A350 8 4

127 6' - 0" 6' - 10" 1 3/4" FBGLS C HM AA 8 3/4" 8/A350 9/A350 10/A350 8 4,5

128 3' - 0" 6' - 10" 1 3/4" HM A HM EXIST'G 45 MIN 5

130 3' - 0" 6' - 10" 1 3/4" HM A HM EXIST'G 45 MIN 5


201B 3' - 0" 6' - 8" 0" WD SLATS ACC

201C 3' - 0" 6' - 8" 0" WD SLATS ACC

201D 5' - 8" 6' - 8" 0" WD SLATS ACC


202B 3' - 0" 6' - 8" 0" WD SLATS ACC

202C 3' - 0" 6' - 8" 0" WD SLATS ACC

202D 5' - 8" 6' - 8" 0" WD SLATS ACC


203B 3' - 0" 6' - 8" 0" WD SLATS ACC

203C 3' - 0" 6' - 8" 0" WD SLATS ACC


204B 3' - 0" 6' - 8" 0" WD SLATS ACC

204C 3' - 0" 6' - 8" 0" WD SLATS ACC

204D 5' - 8" 6' - 8" 0" WD SLATS ACC

204D 5' - 8" 6' - 8" 0" WD SLATS ACC


205B 3' - 0" 6' - 8" 0" WD SLATS ACC

205C 3' - 0" 6' - 8" 0" WD SLATS ACC

205D 5' - 8" 6' - 8" 0" WD SLATS ACC


206B 3' - 0" 6' - 8" 0" WD SLATS ACC

206C 3' - 0" 6' - 8" 0" WD SLATS ACC

206D 5' - 8" 6' - 8" 0" WD SLATS ACC


207B 3' - 0" 6' - 8" 0" WD SLATS ACC

207C 3' - 0" 6' - 8" 0" WD SLATS ACC

207D 5' - 8" 6' - 8" 0" WD SLATS ACC


208B 3' - 0" 6' - 8" 0" WD SLATS ACC

208C 3' - 0" 6' - 8" 0" WD SLATS ACC

208D 5' - 8" 6' - 8" 0" WD SLATS ACC


209B 3' - 0" 6' - 8" 0" WD SLATS ACC

209C 3' - 0" 6' - 8" 0" WD SLATS ACC

209D 5' - 8" 6' - 8" 0" WD SLATS ACC


210B 3' - 0" 6' - 8" 0" WD SLATS ACC

210C 3' - 0" 6' - 8" 0" WD SLATS ACC

210D 5' - 8" 6' - 8" 0" WD SLATS ACC


211B 3' - 0" 6' - 8" 0" WD SLATS ACC

211C 3' - 0" 6' - 8" 0" WD SLATS ACC

211D 5' - 8" 6' - 8" 0" WD SLATS ACC


212B 3' - 0" 6' - 8" 0" WD SLATS ACC

212C 3' - 0" 6' - 8" 0" WD SLATS ACC

212D 5' - 8" 6' - 8" 0" WD SLATS ACC


213B 3' - 0" 6' - 8" 0" WD SLATS ACC

213C 3' - 0" 6' - 8" 0" WD SLATS ACC


A01 Addendum 1 05-07-19

A01

A01

A01

A01

A01

SYMBOLS LIST:EQUIPMENT SCHEDULE

H.P.

EQUIPMENT SCHEDULE REMARKS:

SEE REMARKS

EQUIPMENT DESCRIPTION

MARKNUMBER LOCATION

NUMBERROOM

FLA GRD

RATING

VOLT PH.

WIRING

CONDUCTORS

SIZENUMBERREMARK

1. E.C. TO HARDWIRE TO DOOR OPERATOR AND KEY ACCESS ACTUATOR, HANDICAP PUSH PLATES SHALL BE WIRELESS.

VERIFY WIRING REQUIREMENTS WITH MANUFACTURER.

MCA - MINIMUM CIRCUIT AMPS

PP

DO

PUSH PLATE STATION

DOOR OPERATOR 120 1 2 #12 #12 1

SEE PLANS

SEE PLANS

1

ELECTRIC STRIKE, 24VDC TRANSFORMER 120 1 2 #12 #12ES SEE PLANS

KEY ACCESS ACTUATORKA SEE PLANS

PANELBOARD, TERMINAL BOX

1

LEG TO PANEL

120 1 2 #12 #12

ELECTRICAL CONNECTION - SEE SCHEDULE

PP

DO PP

KA

DO PP

ES

ES

1

1

2

3

3

4

4

4

5

A01

GENERAL NOTES:PROVIDE GROUND CONDUCTOR IN ALL CONDUITS.

THE WORD "PROVIDE" MEANS TO FURNISH AND INSTALL

PROVIDE SEPARATE NEUTRAL CONDUCTORS FOR EACH RECEPTACLE BRANCH CIRCUIT. (NO COMMON NEUTRALS)

A

B

C

D EXISTING PUSH PLATES AND DOOR OPERATORS SHALL BE REMOVED BY ELECTRICAL CONTRACTOR.

ELECTRICAL CONTRACTOR TO COORDINATE WITH DOOR HARDWARE SUPPLIER/INSTALLER.

E

F DOOR OPERATORS SHALL BE PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. ELECTRICAL CONTRACTOR SHALL ENERGIZE DOOR OPERATORS.

2' 4' 8' 12'0'

Key Plan:

HSR Project Number:

Project Date:

Drawn By:

Last Update:



PHONE: 608.784.1830

FAX: 608.782.5844


Consultant:

Revisions:

Graphic Scale:

Sheet T

itle

:

Pro

ject Location:

Pro

ject T

itle

:

5/7/2019 8:26:01 AM

E100

MSV

18065

APRIL 2019

FIR

ST

FL

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333 7

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RT

1/8" = 1'-0"1ELECTRICAL FLOOR PLAN

KEY NOTES1 PROVIDE CONCEALED CONDUIT RACEWAY UP TO ACCESSIBLE

CEILING SPACE FOR ELECTRIC STRIKE. PROVIDE WIRING FROMDOOR OPERATOR, REUSE EXISTING BRANCH CIRCUIT.

2 REPLACE EXISTING KEY ACTUATOR WITH NEW KEY ACTUATOR.PROVIDE WIRING TO NEW DOOR OPERATOR. REUSE EXISTINGBRANCH CIRCUIT.

3 REPLACE EXISTING DOOR OPERATOR WITH NEW DOOROPERATOR. REUSE EXISTING BRANCH CIRCUIT.

4 REPLACE EXISTING WIRELESS HANDICAP PUSH PLATE WITH NEWWIRELESS HANDICAP PUSH PLATE.

5 LOCATION OF EXISTING PANEL 'K'. FLUSH 100A, 208/120V, 3P-4W.


A01 ADDENDUM 1 5-7-19

A01

A01

REF.

RE

F.

SYMBOLS LIST:LIGHTING FIXTURE SCHEDULE

EQUIPMENT SCHEDULE

LIGHTING FIXTURE SCHEDULE REMARKS:

(F) FLUSH MOUNT; (S) SURFACE MOUNT; (P) PENDANT HUNG; (O) OTHER-SEE REMARKS IN REGARDS TO FIXTURE MOUNTING.**SEE REMARKS*

MANUFACTURETYPE

A

WATTDESCRIPTIONCATALOG NUMBER VOLT

S PF NO.O

MOUNTING **REMARK

TYPE NUMBER

LAMPS

1

H.P.


SEE REMARKS


MARKNUMBER LOCATION

NUMBERROOM

FLA GRD

RATING

VOLT PH.

WIRING

CONDUCTORSSIZE

NUMBERREMARK


SBL4-4000LM-80CRI-40K-MIN10-GTZ-MVOLTLITHONIA 4'-0" LED SURFACE WRAPAROUND MVOLT * LED INCLUDED32

XTOR2BOA LUMARK LED WALL PAK 120 LED INCLUDED18 2

PP

DO

PUSH PLATE STATION

DOOR OPERATOR 120 1 2 #12 #12 1

SEE PLANS

SEE PLANS

1




SURFACE WRAPAROUND LIGHTING FIXTURE

RECESSED CAN LIGHTING FIXTURE


*MRP-LED-42C-530-50K-SR3-MVOLT-MRPT20-DMG-PER-DDBXD-DFLOB LITHONIA LED POST TOP, TYPE 3 MVOLT LED INCLUDED75 3*RSS-8-4-5B-T20-VD-DDBXD

MR1-LED-42C-700-50K-SR3-MVOLT-RPA-AS20-290-PER-DDBXD-DFLOC LITHONIA LED TWIN HEAD, TYPE 3, 2@90 MVOLT LED INCLUDED98 4*RSS-20-4-5B-T20-VD-DDBXD

EXTERIOR LIGHTING FIXTURE - WALL PAK

SINGLE LIGHTING FIXTURE - POST TOP POLE MOUNTED

TWIN LIGHTING FIXTURE - 2@90 POLE MOUNTED

TIME CLOCKTC

LIGHTING CONTACTORC

A

FIXTURE DESIGNATION (SEE SCHEDULE)

ALR8-34-40-W-HC-CHOD A LINE LED RETROFIT RECESSED CAN 120 LED INCLUDED34 5*

1

LEG TO PANEL

120 1 2 #12 #12

1. E.C. TO HARDWIRE TO DOOR OPERATOR AND KEY ACCESS ACTUATOR, HANDICAP PUSH PLATES SHALL BE WIRELESS. VERIFY WIRING

REQUIREMENTS WITHMANUFACTURER.

1. 4'-0" SQUARE-BASKET LED WRAPAROUND, 4000°K, 4000 LUMENS, 0-10V DIMMING.

2. "CROSSTOUR LED" SURFACE WALL PAK. STANDARD CARBON BRONZE FINISH, 5000°K.

3. LUMINAIRE: 42 LEDs, 530mA DRIVER, 5000°K, 120V THRU 277V, TYPE 3 DISTRIBUTION, DARK BRONZE FINISH, NEMA TWIST-LOCK RECEPTACLE ONLY, 6581 LUMENS. POLE: 1 LED

LUMINAIRE FLUSH MOUNT, 4" ROUND SQUARE STRAIGHT STEEL, 8'-0" POLE, 80 MPH WINDLOAD, VIBRATION DAMPENER, POLE FINISH TO MATCH LUMINAIRE. PROVIDE

CONCRETE POLE BASE WITH ANCHOR BOLTS AND BASE COVER. REFER TO POLE BASE DETAIL 4E200.

4. LUMINAIRE: 42 LEDs, 700mA DRIVER, 5000°K, 120V THRU 277V, TYPE 3 DISTRIBUTION, DARK BRONZE FINISH, NEMA TWIST-LOCK RECEPTACLE ONLY, 8533 LUMENS. POLE: 2 LED

LUMINAIRES @ 90 DEGREES FLUSH MOUNT, 4" ROUND SQUARE STRAIGHT STEEL, 20'-0" POLE, 80 MPH WINDLOAD, VIBRATION DAMPENER, POLE FINISH TO MATCH LUMINAIRE.

PROVIDE CONCRETE POLE BASE WITH ANCHOR BOLTS AND BASE COVER. REFER TO POLE BASE DETAIL 4E200.

5. 8" QUICK CHANGE LED RETROFIT KIT. 2900 LUMENS, 4000°K. WIDE BEAM ANGLE 77°.SEMI-SPECULAR REFLECTOR, CHROME TRIM RING.

4 POLE BASE DETAIL

54"

IN METAL OR PVC CONDUIT

ELECTRICAL CONTR.

CONCRETE BASE BY

#3 TIES @ 18" O.C.

5/8" X 12'-0 GROUND ROD.

REFER TO SPECIFICATIONS

16"∅

NTS

CAST IN PLACE.

(4) #4 BARS

ANCHOR BOLTS

UNDERGROUND WIRING

FIXTURE POLE

GRADE3/4" CHAMFER

FULL BASE COVER

VESTIBULE

100

COMMUNITY ROOM

101

TCC

R3

R3

OA

OA

OA

OA

OB

OB

OC

R3

R3

OD

OD

OD OD

1

2

3

4

4

4

4

PPDO

PP

DO

KA

ES

ES

#12 AWG

#12 AWG

5

5

6

#12 AWG

6

5

6

7

7

8

PP

10

11

12

12

10

88

8

13

13

13

GENERAL NOTES:PROVIDE GROUND CONDUCTOR IN ALL CONDUITS.



A

B

C

D NOTE THAT ALL NEW LIGHTING FIXTURES ARE TO REPLACE EXISTING ONES AT SAME EXACT LOCATION. SITE POLES, EXTERIOR WALL PAKS, AND INTERIOR SURFACE FIXTURES.

EXISTING PUSH PLATES AND DOOR OPERATORS SHALL BE REMOVED BY ELECTRICAL CONTRACTOR.

ELECTRICAL CONTRACTOR TO COORDIANTE WITH DOOR HARDWARE SUPPLIER / INSTALLER.

E REMOVE ALL ELECTRICAL SITE POLES AND BASES SHOWN AND ALSO REMOVE ALL ASSOCIATED WIRING BACK TO PANEL.

F ELECTRICAL CONTRACTOR TO REUSE ALL EXISTING SITE POLE UNDERGROUND CONDUIT RUNS.

G ELECTRICAL CONTRACTOR TO EXTEND CONDUIT WHERE NECESSARY TO ACCOMODATE NEW LIGHT POLES IN EXACT LOCATION OF REMOVED LIGHT POLES.

H CONTROL OF NEW LIGHT POLES SHALL BE ACCOMPLISHED BY EXISTING LIGHTING CONTACTOR AND TIME CLOCK. REUSE EXISTING BRANCH CIRCUIT IN EXISTING PANEL 'D'.

I CONTROL OF NEW BUILDING WALL PAKS AND CANOPY LIGHTS SHALL BE ACCOMPLISHED BY EXISTING LIGHTING CONTACTOR AND TIME CLOCK. REUSE EXISTING BRANCH CIRCUIT IN EXISTING PANEL 'D'.

J

K

L

NOTE (75) APARTMENT UNITS IN TOTAL. ONE AND TWO BEDROOM APARTMENT UNITS HAVE THE SAME LIGHT FIXTURE ORIENTATION.

DOOR OPERATORS SHALL BE PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. ELECTRICAL CONTRACTOR SHALL ENERGIZE DOOR OPERATORS.

M

GENERAL CONTRACTOR SHALL REMOVE POLE BASE AFTER POLE/LIGHT IS REMOVED.

N

GENERAL CONTRACTOR SHALL PROVIDE CONCRETE FOR NEW POLE BASES.

O

ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL DEMOED SITE POLES, WALL PAKS, AND SURFACE WRAPAROUNDS.

P

A

9

A

9

2' 4' 8' 12'0'

Key Plan:

HSR Project Number:

Project Date:

Drawn By:

Last Update:



PHONE: 608.784.1830

FAX: 608.782.5844

WEB SITE: www.hsrassociates.com

Consultant:

Revisions:

Graphic Scale:

Sheet T

itle

:

Pro

ject Location:

Pro

ject T

itle

:

5/7/2019 8:30:44 AM

E200

MSV

18065

APRIL 2019

EL

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ICA

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A


1/8" = 1'-0"2TYPICAL ONE BEDROOM UNIT PLAN


A01 ADDENDUM 1 5-7-19

1/8" = 1'-0"3TYPICAL ADA BEDROOM UNIT PLAN

KEY NOTES1 LOCATION OF EXISTING PANEL 'D'. 400A, 208/120V, 3P-4W. PANEL

FEEDS EXISTING SITE POLE LIGHTS, BUILDING WALL PAKS, ANDCANOPY RECESSED CANS.

2 LOCATION OF EXISTING LIGHTING CONTACTOR. EXISTINGLIGHTING CONTACTOR CONTROLS EXISTING SITE LIGHT POLES,BUILDING WALL PAKS, AND CANOPY CAN LIGHTS.

3 LOCATION OF EXISTING TIME CLOCK. EXISTING TIME CLOCKCONTROLS EXISTING SITE POLE LIGHTS, BUILDING WALL PAKS,AND CANOPY CANS. PHOTO 'ON' TIME CLOCK 'OFF'.

4 REPLACE EXISTING GLOBE TYPE BUILDING MOUNTED LIGHTFIXTURE WITH NEW LED WALL PAK TYPE 'OA'. EXTEND EXISTINGWIRING AND CONDUIT IF NECESSARY.

5 REMOVE EXISTING SITE POLE/LIGHT, WIRING AND CONCRETEBASE. ALL CONDUIT TO REMAIN TO BE REUSED.

6 PROVIDE NEW LED SITE POLE/LIGHT AND BASE AT SAME EXACTLOCATION OF REMOVED SITE POLE. SEE 4E200 FOR POLE BASEDETAIL.

7 REUSE EXISTING CONDUIT AND BRANCH CIRCUIT. PROVIDE NEWWIRING. CONTROLED BY EXISTING LIGHTING CONTACTOR ANDTIME CLOCK.

8 REPLACE EXISTING RECESSED CAN LIGHT WITH NEW LEDRETROFIT RECESSED CAN LIGHT FIXTURE WITH TRIM. VERIFYTRIM SHALL COVER ANY GAPPING.

9 REPLACE EXISTING FLUORESCENT SURFACE WRAPAROUND WITHNEW LED SURFACE WRAPAROUND FIXTURE TYPE 'A'. REUSEEXISTING BRANCH CIRCUIT AND SWITCH LEG.

10 PROVIDE CONCEALED CONDUIT RACEWAY UP TO ACCESSIBLECEILING SPACE FOR ELECTRIC STRIKE. PROVIDE WIRING FROMDOOR OPERATOR, REUSE EXISTING BRANCH CIRCUIT.

11 REPLACE EXISTING KEY ACTUATOR WITH NEW KEY ACTUATOR.PROVIDE WIRING TO NEW DOOR OPERATOR. REUSE EXISTINGBRANCH CIRCUIT.



A01

A01

SYMBOLS LIST:EQUIPMENT SCHEDULE

H.P.


SEE REMARKS


MARKNUMBER LOCATION

NUMBERROOM

FLA GRD

RATING

VOLT PH.

WIRING

CONDUCTORS

SIZENUMBERREMARK

1. E.C. TO HARDWIRE TO DOOR OPERATOR AND KEY ACCESS ACTUATOR, HANDICAP PUSH PLATES SHALL BE WIRELESS.

VERIFY WIRING REQUIREMENTS WITH MANUFACTURER.


PP

DO

PUSH PLATE STATION

DOOR OPERATOR 120 1 2 #12 #12 1

SEE PLANS

SEE PLANS

1




1

LEG TO PANEL

120 1 2 #12 #12


VESTIBULE

111

TRASH

127

RECEIVING

126

APARTMENT

102

APARTMENT

104

APARTMENT

106

APARTMENT

108APARTMENT

110

APARTMENT

109

STAIR

S-1

LIBRARY

107

APARTMENT

105

APARTMENT

103

CARETAKER

101

LOUNGE

113

STAIR

S-2

CORRIDOR

130

HALL

128

EXISTING CANOPY COLUMN

PP

DO

PP

KAPP

PP

DO

KA

ES

DO

ES

ES

1

1

1

2

2

3

3

3

4

4

4

4

5

GENERAL NOTES POWER:PROVIDE GROUND CONDUCTOR IN ALL CONDUITS.



A

B

C

D EXISTING PUSH PLATES AND DOOR OPERATORS SHALL BE REMOVED BY ELECTRICAL CONTRACTOR.

E.C. TO COORDINATE WITH DOOR HARDWARE SUPPLIER/ INSTALLER.

E

F DOOR OPERATORS SHALL BE PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. ELECTRICAL CONTRACTOR SHALL ENERGIZE DOOR OPERATORS.

A01

A01

2' 4' 8' 12'0'

Key Plan:

HSR Project Number:

Project Date:

Drawn By:

Last Update:



PHONE: 608.784.1830

FAX: 608.782.5844

WEB SITE: www.hsrassociates.com

Consultant:

Revisions:

Graphic Scale:

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Pro

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5/7/2019 8:32:16 AM

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MSV

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KEY NOTES1 PROVIDE CONCEALED CONDUIT RACEWAY UP TO ACCESSIBLE

CEILING SPACE FOR ELECTRIC STRIKE. PROVIDE WIRING FROMDOOR OPERATOR, REUSE EXISTING BRANCH CIRCUIT.

2 REPLACE EXISTING KEY ACTUATOR WITH NEW KEY ACTUATOR.PROVIDE WIRING TO NEW DOOR OPERATOR, REUSE EXISTINGBRANCH CIRCUIT.



5 LOCATION OF EXISTING PANEL 'G'. SURFACE 225A, 208/120V,3P-4W.