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
a. Revisions clouded on Drawing.
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
a. Revisions clouded on Drawing.
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.
Page Intentionally Left Blank
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
Page Intentionally Left Blank
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"
SEALANT ATPERIMETER(BOTH SIDES)
3/8" SHIM SPACEAT PERIMETER
ALUM THERMALLY BROKEN STOREFRONT SYSTEM
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
SEALANT ATPERIMETER(BOTH SIDES)
3/8" SHIM SPACEAT PERIMETER
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
ALUM THERMALLY BROKENSTOREFRONT SYSTEM
3" SEALANT ATPERIMETER(BOTH SIDES)
3/8" SHIM SPACEAT PERIMETER
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
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Pro
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5/7/2019 9:02:18 AM
A100
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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
DOOR SCHEDULE REMARKSDOOR SCHEDULE GENERAL NOTES
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
DOOR FRAME GENERAL NOTES
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
SEALANT ATPERIMETER(BOTH SIDES)
3/8" SHIM SPACEAT PERIMETER
ALUM THERMALLY BROKEN STOREFRONT SYSTEM
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 ATPERIMETER(BOTH SIDES)
3/8" SHIM SPACEAT PERIMETER
ALUM THERMALLY BROKEN STOREFRONT SYSTEM
ALUM THERMALLY BROKEN STOREFRONT SYSTEM
SEALANT AT PERIMETERBOTH SIDES
4 1/2"
EXISTINGEXTERIOR WALL
ALUM SILL
WOOD BLOCKING
1"
AT SIDELIGHT SILL
ALUM THERMALLY BROKENSTOREFRONT SYSTEM
NEW SLABEDGE INSULATION
IF REQUIRED
AT DOOR SILL
ALUM THRESHOLD SET IN SEALANT
SEALANT ATPERIMETER(BOTH SIDES)
3/8" SHIM SPACEAT PERIMETER
EXISTINGBRICK WALL
6"
ALUM ENTRYDOOR
PATCH/ PAINTGYP BD AND REPLACE
J- BEAD IF REQUIRED
3/8" SHIM SPACEAT PERIMETER
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
ALUM THERMALLY BROKEN STOREFRONT SYSTEM
EXISTING EXTERIORWALL
3/8" SHIM SPACEAT PERIMETER
REPLACE EXISTING TRIMAFTER INSTALLTION OFNEW DOOR
LINE OF WALLABOVE
SEALANT ATPERIMETER
ALUM THERMALLY BROKENSTOREFRONT SYSTEM
3/8" SHIM SPACEAT PERIMETER
SEALANT ATPERIMETER
EXISTING ALUMWINDOW AND SILL
EXISTING MASONRYWALL
EXISTING METALBETWEEN FRAMES
NEW BREAK METALTRIM- COLOR TO MATCH
EXISTING
ALUM THERMALLY BROKENSTOREFRONT 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
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5/6/2019 9:29:47 AM
A200
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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
No. Description Date
A01 Addendum 1 05-07-2019
A01
DOOR SCHEDULE REMARKSDOOR SCHEDULE GENERAL NOTES
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.
DOOR FRAME GENERAL NOTES
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:
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
itle
:
Pro
ject Location:
Pro
ject T
itle
:
5/6/2019 9:27:39 AM
A360
MPL
18065
APRIL 2019
DO
OR
SC
HE
DU
LE
201
8-1
9 C
AP
ITA
L IM
PR
OV
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T P
RO
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CT
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215 6
TH
ST
RE
ET
SO
UT
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LA
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AU
TH
OR
ITY
OF
TH
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OF
LA
CR
OS
SE
SO
LB
ER
G H
EIG
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
302A 3' - 0" 6' - 8" 1 3/4" SCWD A HM EXIST'G 20 MIN 4 6,7
302B 3' - 0" 6' - 8" 0" WD SLATS ACC 6
302C 3' - 0" 6' - 8" 0" WD SLATS ACC 6
303A 3' - 0" 6' - 8" 1 3/4" SCWD A HM EXIST'G 20 MIN 4 6,7
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
304A 3' - 0" 6' - 8" 1 3/4" SCWD A HM EXIST'G 20 MIN 4 6,7
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
305A 3' - 0" 6' - 8" 1 3/4" SCWD A HM EXIST'G 20 MIN 4 6,7
306A 3' - 0" 6' - 8" 1 3/4" SCWD A HM EXIST'G 20 MIN 4 6,7
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
307A 3' - 0" 6' - 8" 1 3/4" SCWD A HM EXIST'G 20 MIN 4 6,7
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
308A 3' - 0" 6' - 8" 1 3/4" SCWD A HM EXIST'G 20 MIN 4 6,7
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
309A 3' - 0" 6' - 8" 1 3/4" SCWD A HM EXIST'G 20 MIN 4 6,7
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
310A 3' - 0" 6' - 8" 1 3/4" SCWD A HM EXIST'G 20 MIN 4 6,7
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
311A 3' - 0" 6' - 8" 1 3/4" SCWD A HM EXIST'G 20 MIN 4 6,7
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
312A 3' - 0" 6' - 8" 1 3/4" SCWD A HM EXIST'G 20 MIN 4 6,7
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
313A 3' - 0" 6' - 8" 1 3/4" SCWD A HM EXIST'G 20 MIN 4 6,7
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
314A 3' - 0" 6' - 8" 1 3/4" SCWD A HM EXIST'G 20 MIN 4 6,7
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
315A 3' - 0" 6' - 8" 1 3/4" SCWD A HM EXIST'G 20 MIN 4 6,7
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
603A 3' - 0" 6' - 8" 1 3/4" SCWD A HM EXIST'G 20 MIN 4 7
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
604A 3' - 0" 6' - 8" 1 3/4" SCWD A HM EXIST'G 20 MIN 4 7
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
605A 3' - 0" 6' - 8" 1 3/4" SCWD A HM EXIST'G 20 MIN 4 7
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
606A 3' - 0" 6' - 8" 1 3/4" SCWD A HM EXIST'G 20 MIN 4 7
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
609A 3' - 0" 6' - 8" 1 3/4" SCWD A HM EXIST'G 20 MIN 4 7
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
610A 3' - 0" 6' - 8" 1 3/4" SCWD A HM EXIST'G 20 MIN 4 7
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
611A 3' - 0" 6' - 8" 1 3/4" SCWD A HM EXIST'G 20 MIN 4 7
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
612A 3' - 0" 6' - 8" 1 3/4" SCWD A HM EXIST'G 20 MIN 4 7
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
613A 3' - 0" 6' - 8" 1 3/4" SCWD A HM EXIST'G 20 MIN 4 7
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
614A 3' - 0" 6' - 8" 1 3/4" SCWD A HM EXIST'G 20 MIN 4 7
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
101A 3' - 0" 6' - 8" 1 3/4" SCWD A HM EXIST'G 20 MIN 4 7
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
102A 3' - 0" 6' - 8" 1 3/4" SCWD A HM EXIST'G 20 MIN 4 7
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
103A 3' - 0" 6' - 8" 1 3/4" SCWD A HM EXIST'G 20 MIN 4 7
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
104A 3' - 0" 6' - 8" 1 3/4" SCWD A HM EXIST'G 20 MIN 4 7
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
105A 3' - 0" 6' - 8" 1 3/4" SCWD A HM EXIST'G 20 MIN 4 7
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
106A 3' - 0" 6' - 8" 1 3/4" SCWD A HM EXIST'G 20 MIN 4 7
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
107A 3' - 0" 6' - 8" 1 3/4" SCWD A HM EXIST'G 20 MIN 4 7
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
108A 3' - 0" 6' - 8" 1 3/4" SCWD A HM EXIST'G 20 MIN 4 7
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
109A 3' - 0" 6' - 8" 1 3/4" SCWD A HM EXIST'G 20 MIN 4 7
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
110A 3' - 0" 6' - 8" 1 3/4" SCWD A HM EXIST'G 20 MIN 4 7
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
201A 3' - 0" 6' - 8" 1 3/4" SCWD A HM EXIST'G 20 MIN 4 7
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
202A 3' - 0" 6' - 8" 1 3/4" SCWD A HM EXIST'G 20 MIN 4 7
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
203A 3' - 0" 6' - 8" 1 3/4" SCWD A HM EXIST'G 20 MIN 4 7
203B 3' - 0" 6' - 8" 0" WD SLATS ACC
203C 3' - 0" 6' - 8" 0" WD SLATS ACC
204A 3' - 0" 6' - 8" 1 3/4" SCWD A HM EXIST'G 20 MIN 4 7
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
205A 3' - 0" 6' - 8" 1 3/4" SCWD A HM EXIST'G 20 MIN 4 7
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
206A 3' - 0" 6' - 8" 1 3/4" SCWD A HM EXIST'G 20 MIN 4 7
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
207A 3' - 0" 6' - 8" 1 3/4" SCWD A HM EXIST'G 20 MIN 4 7
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
208A 3' - 0" 6' - 8" 1 3/4" SCWD A HM EXIST'G 20 MIN 4 7
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
209A 3' - 0" 6' - 8" 1 3/4" SCWD A HM EXIST'G 20 MIN 4 7
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
210A 3' - 0" 6' - 8" 1 3/4" SCWD A HM EXIST'G 20 MIN 4 7
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
211A 3' - 0" 6' - 8" 1 3/4" SCWD A HM EXIST'G 20 MIN 4 7
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
212A 3' - 0" 6' - 8" 1 3/4" SCWD A HM EXIST'G 20 MIN 4 7
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
213A 3' - 0" 6' - 8" 1 3/4" SCWD A HM EXIST'G 20 MIN 4 7
213B 3' - 0" 6' - 8" 0" WD SLATS ACC
213C 3' - 0" 6' - 8" 0" WD SLATS ACC
No. Description Date
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:
HSR ASSOCIATES INC.100 MILWAUKEE STREET
LA CROSSE, WISCONSIN
PHONE: 608.784.1830
FAX: 608.782.5844
www.hsrassociates.com
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
OO
R E
LE
CT
RIC
AL
PL
AN
201
8-1
9 C
AP
ITA
L IM
PR
OV
EM
EN
T P
RO
JE
CT
S
333 7
TH
ST
RE
ET
SO
UT
H
LA
CR
OS
SE
, W
ISC
ON
SIN
HO
US
ING
AU
TH
OR
ITY
OF
TH
E C
ITY
OF
LA
CR
OS
SE
ST
OF
FE
L C
OU
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.
No. Description Date
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.
EQUIPMENT SCHEDULE REMARKS:
SEE REMARKS
EQUIPMENT DESCRIPTION
MARKNUMBER LOCATION
NUMBERROOM
FLA GRD
RATING
VOLT PH.
WIRING
CONDUCTORSSIZE
NUMBERREMARK
MCA - MINIMUM CIRCUIT AMPS
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
ELECTRIC STRIKE, 24VDC TRANSFORMER 120 1 2 #12 #12ES SEE PLANS
KEY ACCESS ACTUATORKA SEE PLANS
ELECTRICAL CONNECTION - SEE SCHEDULE
SURFACE WRAPAROUND LIGHTING FIXTURE
RECESSED CAN LIGHTING FIXTURE
PANELBOARD, TERMINAL BOX
*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.
THE WORD "PROVIDE" MEANS TO FURNISH AND INSTALL
PROVIDE SEPARATE NEUTRAL CONDUCTORS FOR EACH RECEPTACLE BRANCH CIRCUIT. (NO COMMON NEUTRALS)
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:
HSR ASSOCIATES INC.100 MILWAUKEE STREET
LA CROSSE, WISCONSIN
PHONE: 608.784.1830
FAX: 608.782.5844
WEB SITE: www.hsrassociates.com
Consultant:
Revisions:
Graphic Scale:
Sheet T
itle
:
Pro
ject Location:
Pro
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:
5/7/2019 8:30:44 AM
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1/8" = 1'-0"1ELECTRICAL FLOOR PLAN
1/8" = 1'-0"2TYPICAL ONE BEDROOM UNIT PLAN
No. Description Date
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.
12 REPLACE EXISTING DOOR OPERATOR WITH NEW DOOROPERATOR. REUSE EXISTING BRANCH CIRCUIT.
13 REPLACE EXISTING WIRELESS HANDICAP PUSH PLATE WITH NEWWIRELESS HANDICAP PUSH PLATE.
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
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.
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.
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:
HSR ASSOCIATES INC.100 MILWAUKEE STREET
LA CROSSE, WISCONSIN
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 8:32:16 AM
E300
MSV
18065
APRIL 2019
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1/8" = 1'-0"1ELECTRICAL FLOOR PLAN
No. Description Date
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 'G'. SURFACE 225A, 208/120V,3P-4W.