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19036 SWTC Platteville Outreach Center 00 90 00 -1
DOCUMENT 00 90 00
ADDENDUM
ADDENDUM NO. [1] Date: January 30, 2020
RE: SOUTHWEST WISCONSIN TECHNICAL COLLEGE PLATTEVILLE OUTREACH CENTER 75 SOUTH OAK ST PLATTEVILLE, WI BID NUMBER: 1920-07
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 January 2020. 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, Revised Bid Form, [1] specification sections,
and [4] 30 x 42 drawings.
CHANGES TO BIDDING REQUIREMENTS AND CONDITIONS OF THE CONTRACT:
1. Section 00 11 13 ADVERTISEMENT FOR BIDS
a. Page 1: Change Bid Opening location to Room 354 in Building 300.
2. Pre-bid attendance attached hereto.
3. Section 00 41 00 BID FORM
a. Revised bid Form attached hereto.
GENERAL REQUIREMENTS:
4. Section 01 10 00 SUMMARY
a. 1.09, A: Change commence date to “February 23, 2020”.
b. 1.09, B: Change completion date to “May 8, 2020”.
5. Section 01 22 00 UNIT PRICES
a. 1.07: Delete Item A. Shot blasting no longer applicable.
6. Section 01 23 00 ALTERNATES
a. Section attached hereto as part of Contract Documents.
CHANGES TO SPECIFICATIONS:
7. Section 03 01 00 MAINTENANCE OF CONCRETE
a. 2.02: Delete Item B. See directions under 09 05 61 this addendum.
b. 3.02, A: Add the following; “Grind entire existing concrete floor area.”
c. 3.03: Delete Paragraph C. No shot blasting. See grinding requirement above.
19036 SWTC Platteville Outreach Center 00 90 00 -2
8. Section 09 05 61 COMMON WORK RESULT FOR FLOORING PREPARATION
a. 3.03 and 3.05: After floor is ground and cleaned under Section 03 01 00, install floor
topping, leveler and patching compound as specified under Article 2.01 in this section,
over entire floor.
b. Delete Article 3.04.
9. Section 10 22 39 FOLDING PANEL PARTITION
a. 1.06, C: Change “one” to “two”.
b. 2.02, B, 3: Steel sheet shall be minimum 18 ga.
c. 2.02, F, 1: Delete paragraph a.
d. 2.02, F, 1, b: Change “47” to “51”.
CHANGES TO DRAWINGS
10. Sheet A100 FIRST FLOOR REMODEL PLAN 30 x 42 attached hereto
a. Revisions clouded on Drawing.
11. Sheet A110 RCP, SECTIONS AND CASEWORK ELEVATIONS 30 x 42 attached hereto
a. Revisions clouded on Drawing.
12. Sheet A500 STEEL BEAM PLAN AND DETAILS 30 x 42 attached hereto
a. Revisions clouded on Drawing.
13. Sheet ID101 FINISH FLOOR PLAN
a. The upper landing of the west stair is identified to receive walk-off carpet.
b. Note 1 at upper landing indicates paint for the stair area walls.
14. Sheet E200 POWER PLAN 30 x 42 attached hereto
a. Revisions clouded on Drawing
END OF DOCUMENT 00 90 00
Page Intentionally Left Blank
19036 SWTC Platteville
Outreach Center 00 41 00-1
DOCUMENT 00 41 00
BID FORM (Revised) BIDDER:______________________________________________________________________ BID FOR SINGLE PRIME CONTRACT PROJECT: SOUTHWEST WISCONSIN TECHNICAL COLLEGE
PLATTEVILLE OUTREACH CENTER
75 SOUTH OAK ST
PLATTEVILLE, WI
BID NUMBER: 1920-07
TO: SOUTHWEST WISCONSIN TECHNICAL COLLEGE
1800 BRONSON BLVD
FENNIMORE, WI 53809
ATT: DAN IMHOFF – DIRECTOR OF FACILITIES 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, in the time frame stipulated in these contract documents, for the Base Bid stipulated sum of: ______________________________________________________________________________ Dollars ($ .00) The Base Bid stipulated sum, stated above, includes work by the following major subcontractors intended for Work on this Project: ALTERNATE BIDS The undersigned further agrees to perform the alternative portions of the Work as described in the Project Manual, Section 01 23 00 Alternates, for the following additions to or deductions from the Base Bid sum stipulated above: Alternate No. 1 Wall Insulation Add Dollars ($ .00)
Page Intentionally Left Blank
19036 SWTC Platteville
Outreach Center 00 41 00-2
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: NOT USED B. Unit Price UP-2: (Fluid Applied Flooring) Per square foot Dollars ($ .00)
BIDDER'S CHOICE SUBSTITUTIONS The following Bidder's Choice Substitution is proposed for your consideration subject to the requirements set forth in Document 00 22 13 Supplementary Instructions to Bidders, Subparagraph 3.3.4: Substitution No. S1: For substituting______________________________________________________________ ____________________________________________________________________________ Type, Brand, Catalog No._____________________________________________________ Manufacturer________________________________________________________________ Deduct from BASE BID 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. 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____________ Addendum No. Dated____________ Attached hereto are the required:
a. ( ) Bid Security
Page Intentionally Left Blank
19036 SWTC Platteville
Outreach Center 00 41 00-3
FIRM NAME: ________________________________________________
(Affix seal if By: _______________________________________________________ Corporation)
Title: _______________________________________________________
By: _________________________________________________________
Title: _______________________________________________________
Date: _______________________________________________________
Official Address: ______________________________________________
____________________________________________________________
Telephone: __________________________________________________
END OF DOCUMENT 00 41 00
Page Intentionally Left Blank
19036 SWTC Platteville Outreach Center
01 23 00 - 1 ALTERNATES
SECTION 01 23 00
ALTERNATES
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Description of Alternates.
1.02 RELATED REQUIREMENTS
A. Document 00 21 13 - Instructions to Bidders: Instructions for preparation of pricing for Alternates.
1.03 DESCRIPTION
A. Conditions of the Contract and pertinent portions of Sections in Division One of this Project Manual, apply to the Work of this Section as fully as though repeated herein.
B. This Section describes the alternates to the project. Refer to the Product/Execution Articles of the Contract Documents for information pertaining to the work of each alternate.
C. Each proposal under an alternate shall include all incidental work and all adjustments necessary to accommodate the changes. All work shall meet the requirements of the Contract Documents.
D. Each alternate proposal shall be submitted as an individual cost for the particular alternate and shall be proposed under the premise that no other alternates have been accepted. Should the work of an alternate called for by the Bid Form not affect the cost of the work, "No Change" shall be stated.
E. Owner may, at his option, vary the scope of the work by authorizing alternates which will add to the work, deduct from the work or substitute materials, equipment or methods.
F. Immediately following Award of Contract, awarded Contractor shall prepare and distribute to each party involved, notification of the status of each alternate. Indicate whether alternates have been accepted, rejected, or deferred for consideration at a later date. Include a complete description of negotiated modifications to alternates, if any.
1.04 ACCEPTANCE OF ALTERNATES
A. Alternates quoted on Bid Forms will be reviewed and accepted or rejected at Owner's option. Accepted Alternates will be identified in the Owner-Contractor Agreement.
1.05 SCHEDULE OF ALTERNATES
A. Alternate No. 1: Wall Insulation
1. The following work shall be priced under Alternate No. 1: State the amount to be added to the base bid to add rigid insulation to exterior wall as shown on Sheet A100.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION
Page Intentionally Left Blank
UP
RE
F.
GENERAL NOTES:
A
A
SYMBOL INDICATES WALL TYPE - SEESHEET A600 FOR WALL TYPE DETAILS.
SYMBOL INDICATES WINDOW TYPE. SEE SHEET A600 FORWINDOW FRAME ELEVATIONS.
SEE ID SHEETS FOR FLOOR AND WALL FINISH LAYOUTS.
VERIFY EXACT SIZE AND LOCATION OF ALL MECHANICAL / PLUMB AND ELEC.OPENINGS - GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR FINISH AT ALL VISIBLE AREAS. ALL OPENING SHALL BE SEALED AFTER UTILITY INSTALLATION.
LOOSE FURNISHINGS EXCEPT AS NOTED SHALL BE PROVIDED AND INSTALLED BY THE OWNER.
A
B
C
D
E
F
EXTEND ALL WALLS TO DECK UNLESS NOTED OTHERWISE. SEE A500FOR TOP OF WALL DETAILS.
SYMBOL INDICATES CONSTRUCTION NOTE THIS SHEET
REFER TO CODE PLAN FOR FIRE RATING LOCATIONS AND ACCESSIBILITY ROUTES.
LEGEND:
FIRE EXTINGUISHER CABINET - REINSTALL SALVAGEDFEC
INSTALL EDGE STEAL BEADS WHERE DRYWALL ABUTTS DOOR/ WDW FRAMES OR DISSIMILAR MATERIAL.
1 HOUR WALL CONSTRUCTION
GYP. BD CONTROL JOINTGCJ
6'-6
"5"
6'-6
"
7
A110
7'-6
"5"
12'-9
"
FIELD VERIFY
11'-3"
5" 6'-10"
5"
FIELD VERIFY
11'-3"
4'-7
"5"
33'-7
"5"
7'-0
"
7'-6" 5" 6'-8" 5" 6'-8" 5" 4'-8" 5" 12'-3"
8'-0
"5"
32'-3
"
18'-5
"5"
13'-0
"5"
3'-1 1/2" 5" 10'-3"4'-8 1/2"16'-5"
22'-4" 17'-1" 5" 18'-10"
FIELD VERIFY
58'-8"
FIE
L D V
ER
I FY
20'
-8"
FIE
L D V
ER
I FY
46'
-0"
VESTIBULE
100
WAITING
101
OFFICE
102
TOILET
104
TOILET
105
DATA
109TEST
110
TEST
111
STORAGE
112
COPY
113
MECH./ STORAGE
114
CLASSROOM
108
CLASSROOM
107
HALLWAY
106
KITCHENETTE
103
A110 4
13'
-0"
5"1
'-7"
2'-4
"
113
107A
100B
100A
112
114
111
110
109
107B
108B
108A
102
1'-10"
5'-4
"9"
6'-4
"
D7
D7
D7
D7
D4D1
D4
D4
D1
D4
D7
D7D7
D7
D7
D7
D7
D7
D7
D1
D1
D1
1'-7
"8
'-11
1/2
"
1'-5 1/2"
7'-7" 14'-2" 4'-8" 5"
11'
-11
1/2
"3
'-2"
11'
-11
1/2
"2
'-5 1
/2"
17'-8 1/4" 2'-4"
1'-11 3/4"
5" 15'-0"
D4
D4
D4D4
D6
D1
2
A110
EXISTING SPACE
EXISTING SPACE
3'-5
"
5"
4'-7
"
TPH
SNDPTD
M1M2 LSD
CH (2)
CH (2)
PTDM2 M1LSD
SND
TPH
3
A110
1
1
3
2
2
2
18'-7"
29'
-11"
4'-3
"2
'-10"
135.00°
135.00°
1'-0" 4'-4" 11'-9"
D7
D7
D1
105
104
D4
D4
4
FEC
5
5
106'-0"
A110
5
8 1
/2"
9'-9 1/2"
D1
D1
D1 6 6
6
7
7
7 7 88
8
8
9
10
10
11
11
12
12
12
10
GCJ
EXISTING EXTERIOR RAILING
D7
D7
13
13
13
13
ALTERNATE WALL TYPEALTERNATE WALL TYPE
ALT
ER
NA
TE
WA
LL T
YP
E
ALT
ER
NA
TE
WA
LL T
YP
E
A5005
EXTERIOR PATIO
ID101
2
3
14 A01
10
ACCESSORY SCHEDULE
ABBREVIATION ITEM STD. MOUNTING HEIGHT
CH COAT HOOK (DOUBLE) BOT. @ 4'-6" A.F.F.
PAPER TOWEL DISPENSER PTD BOT. @ 3'-6" A.F.F.
ACCESSORY SCHEDULE GENERAL NOTES:
1. CONFIRM EXACT LOCATION OF EACH ACCESSORY WITH OWNER PRIOR TO INSTALLATION.2. SURFACE MOUNTED ACCESSORIES SHALL BE INSTALLED OVER WALL TILE.3. PROVIDE INSULATION WRAP AT EXPOSED PIPING AT SINKS WHERE NO OTHER PROTECTION IS PROVIDED4. SEE ELEVATIONS - A110 FOR ADDITIONAL ACCESSORIES
LSD LIQUID SOAP DISP. BOT. @ 3'-6" A.F.F.
OW
NE
R
FU
RN
ISH
ED
CO
NT
RA
C.
FU
RN
ISH
ED
OW
NE
R
INS
TA
LLE
DC
ON
TR
AC
. IN
ST
ALL
ED
X
X X
DOUBLE TOILET PAPER HOLDER - CENTER @ 36" FROM CORNERTPH CENTER @ 2'-0" A.F.F
SANITARY NAPKIN DISPOSALSND TOP @ 2'-6" A.F.F.
MIRROR 18"W x 60"H W/ METAL EDGESM2 TOP @ 6'-0" A.F.F.
MIRROR 18"W x 36"H W/ METAL EDGES & SHELFM1 BOT. @ 3'-4" A.F.F. X X
X X
X X
X
X X
X X
7
A110D6
D6
200REMOVE EXISTING HANDRAILS - STAIRS TO REMAIN IN PLACE
STORAGE200
FIE
LD V
ER
I FY
3'-8
"
4'-2"
EXISTING EXTERIOR WALL
2" RIGID INSULATION
3 5/8" MTL. STUD @ 24" O.C.
5/8" GYP. BD
5/8" 3 5/8" 2"
6 1/4"
She
et T
itle:
Pro
ject
Loc
atio
n:
Pro
ject
Titl
e:
SWTC Bid Number:
Project Date:
Drawn By:
Last Update:
HSR ASSOCIATES INC.100 MILWAUKEE STREETLA CROSSE, WISCONSIN
PHONE: 608.784.1830FAX: 608.782.5844
WEB SITE: www.hsrassociates.com
Graphic Scale:
VARIES
HSR Project Number:
1/30/2020 12:05:31 PM
A100
FIR
ST
FL
OO
R R
EM
OD
EL
PL
AN
M.MALAND
PL
AT
TE
VIL
LE
OU
TR
EA
CH
CN
TR
.
75 S
OU
TH
OA
K S
TR
EE
TP
LA
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EV
ILL
E, W
I 538
18
1920-07
JANUARY 2020
SO
UT
HW
ES
T W
ISC
ON
SIN
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CH
NIC
AL
CO
LL
EG
E
19036
KEY NOTES PLAN1 8'-0"W x 4'-0"H MARKERBOARD BOTTOM @ 3'-0" A.F.F.2 TV MONITOR - NIC3 SINGLE PANEL FOLDING PARTITION WALL - SEE SECTION 3A1104 REMOVE EXISTING FIRE EXTINGUISHER CABINET AND INSTALL IN NEW
LOCATION
5 REMOVE EXISTING METAL HANDRAIL AND INSTALL NEW STAINLESSSTEEL HANDRAIL - SEE SECTION 7A110
6 HSS 3x3x1/4" STEEL COLUMN7 SOLID SURFACE WINDOW STOOLS - SET IN SEALANT8 WINDOW SHADES9 SHOT BLAST PAINT FROM STAIR TREADS/ RISERS. PATCH BROKEN
AREAS OF CONCRETE W/ CEMENTIOUS PATCH PER 03 01 00
10 REFER TO 03 01 00 FOR SEQUENCE OF CLEANING/ GRINDING/ RINSINGFLOOR. GRIND ENTIRE AREA IDENTIFIED ON PLAN W/ KEYNOTE.CLEANING APPLIES TO ENTIRE FLOOR AREA. REFER TO 09 05 61 FORFLOOR LEVELER.
11 REMOVE FLOOR DRAIN APPROX. 16" x 16" AND PATCH CONCRETE. REFERTO PLUMBING FOR CLEAN OUT TO REPLACE DRAIN
12 CLEAN SEALANT & DEBRIS FROM FLOOR JOINT. AFTER FLOORPREPARATION & INSTALLATION OF FLOOR LEVELER INSTALL BACKERROD & SEALANT IN JOINT
13 GYP. BD SOFFIT OVERHEAD - SEE RCP ON A11014 REMOVE EXISTING CLEAN OUT AND INSTALL NEW ADJUSTABLE CLEAN
OUT WITH ROUND TENZ ALLOY OR NICKEL BRONZE METAL RING ANDSCORIATED COVER AT TOP OF FINISH FLOOR. FIELD VERIFY IF WATERLINE IS ABONDOND AND IF SO FILL HOLE WITH CONCRETE FLUSH WITHADJ. FLOOR
1/4" = 1'-0"1 FIRST FLOOR REMODEL PLAN
1/4" = 1'-0"2 STAIR PLAN
1 1/2" = 1'-0"3 ALTERNATE WALL TYPE
No. Description DateA01 ADDENDUM #1 1/30/2020
A01
A01
A01
D
LEGEND:
GENERAL NOTES:
ALL INTERIOR PARTITIONS TO EXTEND TO BOTTOM OF DECK UNLESS OTHERWISE NOTED. CLOSE DECK FLUTES AT TOP OF WALL WITH NEOPRENE FILLER OR FIRESTOPPING SYSTEM. IN GYP/STUD PARTITIONS SEE SPECIFICATION FOR LEVEL OF FINISH ABOVE FINISHED CEILING.
REFER TO INTERIOR DESIGN SHEETS FOR OTHER FINISHES
SEE MECHANICAL FOR CEILING GRILLE INFORMATION
SEE ELECTRICAL FOR LIGHTING TYPES
LIGHT FIXTURE - SEE ELECTRICAL
SUPPLY - SEE MECHANICAL
RETURN - SEE MECHANICAL
SPEAKER - SEE ELECTRICAL
LIGHT FIXTURE - SEE ELECTRICAL
WHERE NO CEILING/EXPOSED STRUCTURE UNLESS NOTED OTHERWISE, CONTRACTOR SHALL KEEP ALL MEP ABOVE OR EVEN WITH THE LEVEL OF THE LIGHTS. MEP SHALL RUN IN NEAT ORDERLY APPEARANCE GENERALLY PARALLEL OR PERPENDICULAR TO FINISHED STRUCTURE. WALLS IN THESE ROOMS TO RUN TO DECK AND ALL STRUCTURE / MEP COMPONENTS ARE TO BE PAINTED.
LIGHT FIXTURE - SEE ELECTRICAL
LIGHT FIXTURE - SEE ELECTRICAL
LIGHT FIXTURE - SEE ELECTRICAL
A
C
D
E
F
G
B
ALL REMAINING ANNULAR SPACE AROUND ITEMS PENETRATING WALLS SHALL BE NEATLY SEALED. PENETRATIONS OF FIRE RATED WALLS SHALL BE FIRESTOPPED WITH THE SAME AS THE WALL.
EXHAUST - SEE MECHANICAL
CEILING TYPES INSTALLED AS NOTED ON PLANS. SEE SPECIFICATIONS FOR ADDITIONAL SYSTEM INFORMATION. ACT-2=TEGULAR EDGE, ACT-3=VINYL FACED GYP
7
A110
COPY
113
MECH./ STORAGE
114
TOILET
105
TOILET
104
OFFICE
102
HALLWAY
106
CLASSROOM
107
CLASSROOM
108
TEST
111
TEST
110
WAITING
101
VESTIBULE
100
KITCHENETTE
103
DATA
109
STORAGE
112
EXISTING SPACE
EXISTING SPACE
2
A110
1'-8
"5"
1'-8" 5"
7'-1
"8"
7'-1
"
3'-6 1/2"
9"
10'-8 1/2"
R 25'-5"
R 25'-5"
R 24'
-8"
ACT-29'-6"
ACT-29'-6"
ACT-29'-0"
ACT-29'-0"
ACT-39'-0"
ACT-39'-0"
ACT-29'-0"
ACT-210'-8"
ACT-210'-8"
GYP. BD10'-0"
GYP. BD9'-4"
GYP. BD7'-0"
GYP. BD10'-4"
GYP. BD9'-4"
GYP. BD10'-4" GYP. BD
9'-4"
GYP. BD9'-4"
3
A110
ACT-210'-8"
1
2
2
22
1
1
3
4
8"
ACT-29'-0"
15'-0"
5 1/2"
1
5 1/2"
GYP. BD9'-0"
1'-6
"
3'-6"
3'-10 3/4"
ID101
2
3
A01
FIRST FLOOR100'-0"
1'-8" 4 7/8"
1'-0
"
CLASSROOM
108
SOLID SURFACE WINDOW STOOL
D4
FIRST FLOOR100'-0"
3'-0" 2'-6" 2'-6" 1'-9" 2"
3'-1" 9'-11"
2'-6
"1'
-8"
2'-1
0"
7'-0
"
1'-6
"
3'-0" 2'-6" 2'-6" 1'-9" 2"
9'-11"
FRIDG.(NIC)
PTD LSD
SOFFIT - PAINT PNT-2
FILLERUPPER CABINETS W/ ADJ. SHELF
SINK - SEE PLBG.25"D COUNTERTOP W/ BACK SPLASH
FILLER24"D BASE CABINET W/ ADJ. SHELVES
VWB
REMOVABLE PROTECTION PANEL
EXTEND DOOR TO COVER UNDER CABINET LIGHT
FIRST FLOOR100'-0"
SECOND FLOOR113'-7"
EXISTING CONCRETE BEAM
EXISTING CONCRETE FLOOR SLAB
OPERABLE SINGLE PANEL PARTITION WALL
1'-3
"9'
-0"
CLASSROOM
108
CLASSROOM
107
10'-3
"
12'-2
"
WF6 D5 D5
A5003
UNDER CABINETLIGHT - SEE ELEC
PULL- SEE SPEC
CABINETDOOR PULL
2'-0"
ADJ. SHELF
VWB
25" D PLAM COUNTER TOP W/ BACKSPLASH
2'-1
0"1'
-8"
FIRST FLOOR100'-0"
2"3'-0"3'-0"
2'-6
"1'
-8"
2'-1
0"
7'-0
"
2"3'-0"3'-0"
6'-2"
6'-2"
15"D UPPER CABINETS W/ ADJ. SHELVES
FILLER
19"D COUNTERTOP W/ BACKSPLASH
18"D BASE CABINET W/ ADJ. SHELVES
FILLER
VWB
FIRST FLOOR100'-0"
SECOND FLOOR113'-7"
7'-8
" +
/-
1'-0"
2'-1
0"
EXISTING CONCRETE STEPS
NEW GYP. BD WALL INSTALLED OVER EXISTING STAIR TREADS - PAINT
CLEAN & PAINT EXISTING CONRETE WALL
STAINLESS STEEL HANDRAIL
7 1/4"
STAINLESS STEEL POST TO SUPPORT HANDRAIL PAST WALL
D4
A01
A01
ALIGN
A01
She
et T
itle:
Pro
ject
Loc
atio
n:
Pro
ject
Titl
e:
SWTC Bid Number:
Project Date:
Drawn By:
Last Update:
HSR ASSOCIATES INC.100 MILWAUKEE STREETLA CROSSE, WISCONSIN
PHONE: 608.784.1830FAX: 608.782.5844
WEB SITE: www.hsrassociates.com
Graphic Scale:
VARIES
HSR Project Number:
1/30/2020 12:05:40 PM
A110
RC
P, S
EC
TIO
N A
ND
CA
SE
WO
RK
EL
EV
.
M.MALAND
PL
AT
TE
VIL
LE
OU
TR
EA
CH
CN
TR
.
75 S
OU
TH
OA
K S
TR
EE
TP
LA
TT
EV
ILL
E, W
I 538
18
1920-07
JANUARY 2020
SO
UT
HW
ES
T W
ISC
ON
SIN
TE
CH
NIC
AL
CO
LL
EG
E
19036
KEY NOTES RCP1 GYP. BD SOFFIT - PAINT2 ACT CLOUDS W/ 6"H PROFILE EDGE3 PAIRED PANEL FOLDING PARTITION4 EXPOSED STRUCTURE - PAINT STRUCTURE AND MEP
1/8" = 1'-0"1 FIRST FLOOR REFLECTED CEILING PLAN1/2" = 1'-0"2 WALL SECTION
1/4" = 1'-0"4 CW RM 103
1/2" = 1'-0"3 WALL SECTION
1 1/2" = 1'-0"6 CASEWORK SECTION
1/4" = 1'-0"5 CW RM 113
1/4" = 1'-0"7 STAIR SECTION
No. Description DateA01 ADDENDUM #1 1/30/2020
5 1/2"
3 1/2"
WF6
WT6
RODS PER PANEL DOOR MANUFACTURER
D5
D5
3"
(VIF)
1'-4" 3"
WT 6x20x8 1/2" + PL 1/2"x6"x8" -BOTH SIDES
(2) 1/2" DIA. BOLTS
(2) 1/2" DIA. BOLTS
(2) 1/2" DIA. KWIK BOLT + TZ (2 1/2" EMBED)
WF6
LENGTHWISE SLOTTED HOLES IN WF
EXISTING CONCRETE BEAMS
EXISTING CONCRETE SLAB
1 1
/2"
6"
A01
3
A110 CLASSROOM
107
CLASSROOM
108
W6x
20
W6x
20
HSS 3x3x1/4
HSS 3x3x1/4
EXISTING CONCRETE BEAMS
EXISTING CONCRETE BEAMS
DESIGNATES HANGERS
4A500
VESTIBULE
100
TEST
111
TEST
110
DATA
109
33'-3
"
2'-9"
2A500
A01
FIRST FLOOR100'-0"
3/8" STIFFNER
3/8" CAP PLATE
(2) 1/2" DIA. HS BOLTS
W6
HSS 3x3x1/4
1/2"x9x9 PLATE W/ (4) 1/2" DIA KWIK BOLTS - 2 1/2" EMBED
GYP. BD ADHERED TO CONCRETE COLUMN
ALUM STORE FRONT SYSTEM -DOOR AS SCHEDULED - SEAL PERIMETER BOTH SIDES
SHIM
4 1/2"
EXISTING CONCRETE BEAM
GYP. BD SOFFIT ON 2 1/2" STUD FRAMING
ALUM STORE FRONT SYSTEM - SEAL PERIMETER BOTH SIDES
D4
She
et T
itle:
Pro
ject
Loc
atio
n:
Pro
ject
Titl
e:
SWTC Bid Number:
Project Date:
Drawn By:
Last Update:
HSR ASSOCIATES INC.100 MILWAUKEE STREETLA CROSSE, WISCONSIN
PHONE: 608.784.1830FAX: 608.782.5844
WEB SITE: www.hsrassociates.com
Graphic Scale:
VARIES
HSR Project Number:
1/30/2020 12:06:38 PM
A500
ST
EE
L B
EA
M P
LA
N &
DE
TA
ILS
M.MALAND
PL
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75 S
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1920-07
JANUARY 2020
SO
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HW
ES
T W
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ON
SIN
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19036
1 1/2" = 1'-0"3 BEAM DETAIL1 1/2" = 1'-0"2 BEAM DETAIL
1/4" = 1'-0"1 FIRST FLOOR STRUCTURAL PLAN
3/4" = 1'-0"4 COLUMN SECTION
1 1/2" = 1'-0"5 JAMB DETAIL
1 1/2" = 1'-0"6 HEAD DETAIL
No. Description DateA01 ADDENDUM #1 1/30/2020
RE
F.
J
J
J
J
J
J
J
WAP
WAP
WAP
WAP
WAPT T
T
T
J J
S
S
S
S
S
SS
S S
J
GENERAL NOTES :PROVIDE GROUND CONDUCTOR IN ALL RACEWAYS.
THE WORD "PROVIDE" MEANS TO FURNISH AND INSTALL
PROVIDE SEPARATE NEUTRAL CONDUCTORS FOR EACH BRANCH CIRCUIT.
A
B
C
SEE MOTOR, EQUIPMENT, HEAT PUMP SCHEDULES SHEET E600 FOR ALL PANEL DESIGNATIONS, AND CIRCUIT NUMBERS, AND BREAKER SIZES.
D
E CIRCUIT NUMBERS INDICATED ON DRAWINGS ARE FOR REFERENCE. ELECTRICAL CONTRACTOR TO ARRANGE BRANCH CIRCUITS AS REQUIRED FOR WIRING AND LOAD BALANCING. INDICATE ACTUAL PANELBOARD CIRCUIT NUMBERS ON AS-BUILT DRAWINGS.SEE ARCHITECTURAL SHEETS FOR RELEVANT INTERIOR ELEVATIONS, SECTIONS AND MISCELLANEOUS BUILDING INFORMATION REQUIRED TO COMPLETE THE ELECTRICAL INSTALLATION.
COORDINATE ALL HVAC WITH MECHANICAL CONTRACTOR REFERENCE HVAC DRAWINGS.
ALL 20 AMP, 125 AND 250 VOLT NONLOCKING TYPE RECEPTACLE SHALL BE LISTED TAMPER-RESISTANT RECEPTACLE.
F
G
H
ALL DATA OUTLETS CAT6 RAN TO DATA RACK IN DATA RM. UNLESS OTHERWISE NOTED WITH "PP" .
I
ALL SECURITY TO BE CONTRACTED/ CORRIDATED BY OWNER.
J
ALL DATA DROPS AT WALLS - ORTRONICS CLARITY 6 SERIES II TWO PORT WITH OR40300011 FACE PLATES. UNLESS OTHERWISE NOTED.
K
POWER KEY NOTES :1. FIELD VERIFY LOCATION AND PLACEMENT WITH OWNER.2. STANDARD OWNER SUPPLIED AND INSTALLED BATTERY
OPERATED.3. UPS FOR SERVE RACK OWNER SUPPLIED/ MODEL
NUMBER. CORRIDIATE WITH OWNER.4. AUDIO SYSTEM SUPPIED BY OWNER. INSTALLED BY
CONTRACTOR.5. SIGN POWER SWITCH AND DATA PORT.6. PROVIDE LOCAL 40AMP FUSED DISCONNECT AND GFI
RECEPT.7. SINGLE PORT CAT6 DATA FOR WAP LOCATIONS.8. OWNER PROVIDE WALL MOUNT CABNET/RACK FOR
NETWORK TERMINATION.
#
18"
FLOOR
OUTLETS. (OR DATA ONLY
TELEVISION OUTLET
CEILING
COMBINATION DATA/ VOICE
PROVIDE 1" CONDUIT CONCEALED IN WALL.
IF NOTED BY SYMBOL).
CORRIDOR WALL
BUSHING
PROVIDE CONDUIT RACEWAY FROM EACH ROOM WITH DATA/TELEPHONE/TELEVISIONOUTLET TO CORRIDOR.
84"
BUSHING
HANDDRYERS
VENT FANS1-6
VENT FANS1-6
HANDDRYERS
GFIS1-6
GFIS1-6
GFIS1-9
GFIS1-9
GFIS1-5
GFIS1-7
GFIS1-8
S1-9 S1-9
S1-9
AUDIOSYSTEM
S1-18
S1-18
S1-18
S1-8
S1-8
S1-8
S1-8
S1-11
S1-11S1-11
S1-10 S1-10
S1-10S1-10
S1-13
S1-13S1-13
S1-13
S1-13
S1-13
S1-10
S1-15
S1-12
GFIS1-12
GFIS1-12
S1-12
S1-16
S1-16
S1-11
S1-11
S1
GFIS1-12
CLASSROOM
108
CLASSROOM
107
WAITING
101
VESTIBULE
100
OFFICE
102KITCHENETTE
103
HALLWAY
106
TOILET
104
TOILET
105
HALLWAY
106
TEST
110
TEST
111
DATA
109
HALLWAY
106
STORAGE
112
COPY
113
MECH./ STORAGE
114
96"S1-14
60"S1-14
F2S1-3
F1S1-1
SIGNS1-17
S1-12
60"S1-11
60"
60"
96"
96"96"S1-10
UPSS1-19
2
2
2
2
2
3
4
1
5
RTU-1S1-20,22
RTU-2S1-23,25
EX FANS1-27
6 6
2
2
2 2
2 2
2 2
2
2
2
7
7
7
7
7
8
Sheet T
itle
:
Pro
ject Location:
Pro
ject T
itle
:
SWTC 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
Graphic Scale:
VARIES
HSR Project Number:
1/30/2020 2:01:27 PM
E200
PO
WE
R P
LA
N
C. CRANDALL
PL
AT
TE
VIL
LE
OU
TR
EA
CH
CE
NT
ER
75
SO
UT
H O
AK
ST
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ET
PL
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, W
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381
8
1920-07
JANUARY 2020
SO
UT
HW
ES
T W
ISC
ON
SIN
TE
CH
NIC
AL
CO
LL
EG
E
19036
NORTH
NTS2RACEWAY DETAIL
1/4" = 1'-0"1FIRST FLOOR POWER PLAN
No. Description Date
AD01 Addendum 1 AD01
AD01
AD01
AD01