DOCUMENT 00 90 00 ADDENDUM ADDENDUM NO. [2] Date: … 2 Bid Pkg 3.pdfJ. ASTM C 173 - Standard Test Method for Air Content of Freshly Mixed Concrete by the Volume Method. K. ASTM C

18022 Prentice School District Bid Pkg 3 00 90 00 -1

DOCUMENT 00 90 00

ADDENDUM

ADDENDUM NO. [2] Date: November 2, 2018

RE: PRENTICE SCHOOL DISTRICT ADDITION AND REMODELING BID PKG 3 1025 TOWN ST PRENTICE, WI 54556 HSR PROJECT NO. 18022

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 October 2018. 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, [1] specification section, and [17] 30 x 42 drawings.

CHANGES TO BIDDING REQUIREMENTS AND CONDITIONS OF THE CONTRACT:

1. Section 00 11 33 ADVERTISEMENT FOR BIDS

a. Bid date shall change from November 6 to November 13, 2018.

GENERAL REQUIREMENTS:

2. Section 01 21 00 ALLOWANCES

a. 1.07, A: Change allowance amount for brick from $1400 to $2000 per thousand.

CHANGES TO SPECIFICATIONS:

3. Section 04 72 00 CAST STONE MASONRY

a. Section attached hereto as part of Contract Documents.

CHANGES TO DRAWINGS

4. Sheet A112R FLOOR PLAN-UNIT B 30 x 42 attached hereto.

a. Revisions clouded on Drawing.

b. 6” concrete foundation wall w/ 4” brick added at NW corner of Kitchen.

5. Sheet A200R EXTERIOR ELEVATIONS 30 x 42 attached hereto

a. Revisions clouded on Drawing.

b. Cast reveals added.

c. Cast stone corner details added.

6. Sheet A201R EXTERIOR ELEVATIONS 30 x 42 attached hereto

a. Revisions clouded on Drawing

18022 Prentice School District Bid Pkg 3 00 90 00 -2

7. Sheet A310R WALL SECTIONS 30 x 42 attached hereto


b. Section 11 added showing 6 inch foundation brick ledge.









12. Sheet A500 DETAILS 30 x 42 attached hereto

a. Drawing attached as part of Contract Documents

13. Sheet A501 DETAILS 30 x 42 attached hereto


14. Sheet A510 DOOR-WINDOW DETAILS 30 x 42 attached hereto








18. Sheet A514 MISC DETAILS 30 x 42 attached hereto


19. Sheet S202R FRAMING PLANS-UNIT A&E 30 x 42 attached hereto


20. Sheet S810R FRAMING DETAILS 30 x 42 attached hereto


END OF DOCUMENT 00 90 00

18022 Prentice Bid Pkg 3 04 72 00 - 1 CAST STONE MASONRY

SECTION 04 72 00

CAST STONE MASONRY

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Architectural cast stone, dry cast.

B. Units required are:

1. Exterior wall units, including sills, water tables, and wall panels.

1.02 RELATED REQUIREMENTS

A. Section 04 05 11 - Mortar and Masonry Grout: Mortar for setting cast stone.

B. Section 04 20 00 - Unit Masonry: Installation of cast stone in conjunction with masonry.

C. Section 07 92 00 - Joint Sealants: Sealing joints indicated to be left open for sealant.

1.03 REFERENCE STANDARDS

A. ACI 318 - Building Code Requirements for Structural Concrete and Commentary; 2014 (Errata 2016).

B. ASTM A123/A123M - Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products; 2015.

C. ASTM A185/A185M - Standard Specification for Steel Welded Wire Reinforcement, Plain, for Concrete; 2007.

D. ASTM A615/A615M - Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement; 2016.

E. ASTM A767/A767M - Standard Specification for Zinc-Coated (Galvanized) Steel Bars for Concrete Reinforcement; 2009 (Reapproved 2015).

F. ASTM A884/A884M - Standard Specification for Epoxy-Coated Steel Wire and Welded Wire Reinforcement; 2014.

G. ASTM A1064/A1064M - Standard Specification for Carbon-Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete; 2015.

H. ASTM C33/C33M - Standard Specification for Concrete Aggregates; 2016.

I. ASTM C150/C150M - Standard Specification for Portland Cement; 2016.

J. ASTM C 173 - Standard Test Method for Air Content of Freshly Mixed Concrete by the Volume Method.

K. ASTM C 231 - Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method.

L. ASTM C 260 - Standard Specification for Air-Entrained Admixtures for Concrete.

M. ASTM C270 - Standard Specification for Mortar for Unit Masonry; 2014a.

N. ASTM C494/C494M - Standard Specification for Chemical Admixtures for Concrete; 2016.

O. ASTM C 618 – Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use as a Mineral Admixture in Concrete.

P. ASTM C642 - Standard Test Method for Density, Absorption, and Voids in Hardened Concrete; 2013.

Q. ASTM C 666 – Standard Test Method for Resistance of Concrete to Rapid Freezing and Thawing.

R. ASTM C979/C979M - Standard Specification for Pigments for Integrally Colored Concrete; 2016.

S. ASTM C 989 – Standard Specification for Ground Granulated Blast-Furnace Slag for Use in Concrete.

T. ASTM C 1194 - Standard Test Method for Compressive Strength of Architectural Cast Stone.

U. ASTM C 1195 - Standard Test Method for Absorption of Architectural Cast Stone

V. ASTM C1364 - Standard Specification for Architectural Cast Stone; 2017.

W. ASTM D 2244 – Standard Test Method for Calculation of Color Differences from Instrumentally Measured Color Coordinates.


1.04 DEFINITIONS

A. Cast Stone - a refined architectural concrete building unit manufactured to simulate natural cut stone, used in unit masonry applications.

1. Dry Cast Concrete Products – manufactured from zero slump concrete.

a. Vibrant Dry Tamp (VDT) casting method: Vibratory ramming of earth moist, zero- slump concrete against a rigid mold until it is densely compacted.

b. Machine casting method: manufactured from earth moist, zero-slump concrete compacted by machinery using vibration and pressure against a mold until it becomes densely consolidated

2. Wet Cast Concrete Products – manufactured from measurable slump concrete.

a. Wet casting method: manufactured from measurable slump concrete and vibrated into a mold until it becomes densely consolidated.

1.05 SUBMITTALS

A. See Section 01 30 00 - Administrative Requirements, for submittal procedures.

B. Product Data: Test results of cast stone components made previously by the manufacturer.

C. Shop Drawings: Include key plans, elevations, floor plans when appropriate, dimensions, layouts, profiles, cross sections, reinforcement, exposed faces, arrangement of joints, anchoring methods, anchors, and piece numbers.

D. Test results: Submit manufacturers test results of Cast Stone previously made by the manufacturer in the last 90 days, for the following.

1. Compressive Strength

2. Absorption

3. Air Content (wet cast only)

E. Verification Samples: (2) pieces of actual cast stone components not less than 12 inches square, illustrating range of color and texture to be anticipated in components furnished for the project.

F. Source Quality Control Test Reports.

G. Manufacturer's Qualification Data: Documentation showing compliance with specified requirements.

1.06 QUALITY ASSURANCE

A. Manufacturer Qualifications:

1. A firm with a minimum of 10 years experience producing cast stone of types required for project.

2. Current producer member of the Cast Stone Institute in good standing.

3. Manufacturer's production facility currently holds a Plant Certification from the Cast Stone Institute.

4. Adequate plant capacity to furnish quality, sizes, and quantity of cast stone required without delaying progress of the work.

5. All products must contain Portland cement.

B. Mock-Up: Provide full size cast stone components for installation in mock-up of exterior wall.

1. Approved mock-up will become standard for appearance and workmanship.

1.07 DELIVERY, STORAGE, AND HANDLING

A. Deliver cast stone components secured to shipping pallets and protected from damage and discoloration. Protect corners from damage.

B. Number each piece individually to match shop drawings and schedule.

C. Store cast stone components and installation materials in accordance with manufacturer's instructions.

D. Store cast stone components on pallets with nonstaining, waterproof covers. Ventilate under covers to prevent condensation. Prevent contact with dirt.

E. Protect cast stone components during handling and installation to prevent chipping, cracking, or other damage.

F. Store mortar materials where contamination can be avoided.

G. Schedule and coordinate production and delivery of cast stone components with unit masonry work to optimize on-site inventory and to avoid delaying the work.


PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Architectural Cast Stone:

1. Any current producer member of the Cast Stone Institute.

2. Edwards Cast Stone: www.edcstone.com.

3. American Artstone: www.american-artstone.com.

4. MidCon Products: www.midconproducts.com

5. Custom Cast Stone: www.customcaststone.com

2.02 ARCHITECTURAL CAST STONE

A. Cast Stone: Architectural concrete product manufactured to simulate appearance of natural stone, complying with ASTM C1364.

1. Compressive Strength: As specified in ASTM C 1194 and C 1364; 6500 psi minimum for products at 28 days.

2. Water absorption: ASTM C 1195: 6% maximum by the cold water method, or 10% maximum by the boiling method for products at 28 days.

3. Air Content – ASTM C173 or C 231, for wet cast product shall be 4-8% for units exposed to freeze-thaw environments. Air entrainment is not required for VDT products.

4. Freeze-Thaw Resistance: Demonstrated by laboratory testing in accordance with ASTM C 1364. The CPWL shall be less than 5% after 300 cycles of freezing and thawing.

5. Linear Shrinkage – ASTM C 426: Shrinkage shall not exceed 0.065%.

6. Surface Texture: Fine grained texture, with no bugholes, air voids, or other surface blemishes visible from distance of 20 feet.

7. Color: Selected by Architect from manufacturer's full range.

B. Shapes: Provide shapes indicated on drawings.

1. Variation from Any Dimension, Including Bow, Camber, and Twist: Maximum of plus/minus 1/8 inch or length divided by 360, whichever is greater, but not more than 1/4 inch.

2. Unless otherwise indicated on drawings, provide:

a. Wash or slope of 1:12 on exterior horizontal surfaces.

b. Drips on projecting components, wherever possible.

c. Raised fillets at back of sills and at ends to be built in.

C. Reinforcement: Provide reinforcement as required to withstand handling and structural stresses; comply with ACI 318.

1. Pieces More than 12 inches Wide: Provide full length two-way reinforcement of cross-sectional area not less than 0.25 percent of unit cross-sectional area.

D. Reinforcement shall be noncorrosive where faces exposed to weather are covered with less than 1.5 in. of concrete material. All reinforcement shall have minimum coverage of twice the diameter of the bars.

E. Panels, soffits and similar stones greater than 24 in. (600 mm) in one direction shall be reinforced in that direction. Units less than 24 in. (600 mm) in both their length and width dimension shall be non-reinforced unless otherwise specified.

F. Welded wire fabric reinforcing shall not be used in dry cast products.

2.03 MATERIALS

A. Portland Cement: ASTM C150/C150M.

1. For Units: Type I or II, white or grey.

2. For Mortar: Type I or II, except Type III may be used in cold weather.

B. Coarse Aggregate: ASTM C33/C33M, except for gradation; granite, quartz, or limestone.

C. Fine Aggregate: ASTM C33/C33M, except for gradation; natural or manufactured sands.

D. Pigments: ASTM C979, inorganic iron oxides; do not use carbon black.

E. Admixtures:

1. ASTM C 260 for air entraining admixtures.

2. ASTM C 494/C 494M Types A-G for water reducing, retarding, accelerating and high range admixtures.

3. Other admixtures: integral water repellents and other chemicals, for which no ASTM Standard exists, shall be previously established as suitable for use in concrete by proven field performance or through laboratory testing.


4. ASTM C 618 mineral admixtures of dark and variable colors shall not be used in surfaces intended to be exposed to view.

5. ASTM C 989 granulated blast furnace slag may be used to improve physical properties. Tests are required to verify these features.

F. Water: Potable.

G. Reinforcing:

1. ASTM A 615/A 615M. Grade 40 or 60 steel galvanized or epoxy coated when cover is less than 1.5 in.

2. Welded Wire Fabric: ASTM A 185/A where applicable for wet cast units.

3. All anchors, dowels and other anchoring devices and shims shall be standard building stone anchors commercially available in a non-corrosive material such as zinc plated, galvanized steel, brass, or stainless steel Type 302 or 304.

H. Reinforcing Bars: ASTM A615/A615M deformed bars, galvanized.

1. Galvanized in accordance with ASTM A767/A767M, Class I.

I. Steel Welded Wire Reinforcement: ASTM A1064/A1064M, galvanized or ASTM A884/A884M, epoxy coated.

J. Embedded Anchors, Dowels, and Inserts: Type 304 stainless steel, of type and size as required for conditions.

K. Shelf Angles and Similar Structural Items: Hot-dip galvanized steel per ASTM A123/A123M, of shapes and sizes as required for conditions.

L. Prefab corners as recommended by supplier.

M. Mortar: Portland cement-lime; do not use masonry cement.

N. Sealant: As specified in Section 07 92 00.

O. Flashings: Type as specified in Section 04 20 00.

P. Cleaner: Approved for intended use by cast stone manufacturer and by cleaner manufacturer for use on cast stone and adjacent masonry materials.

2.04 COLOR AND FINISH

A. Match approved sample.

B. All surfaces intended to be exposed to view shall have a fine-grained texture similar to natural stone, with no air voids in excess of 1/32 in. (0.8 mm) and the density of such voids shall be less than 3 occurrences per any 1 in.2 (25 mm2) and not obvious under direct daylight illumination at a 5 ft (1.5m) distance.

C. All exposed edges to be hand tooled to ensure a consistent quality edge.

D. Units shall exhibit a texture equal to the approved sample when viewed under direct daylight illumination at a 10 ft (3 m) distance.

1. ASTM D 2244 permissible variation in color between units of comparable age subjected to similar weathering exposure.

a. Total color difference - not greater than 6 units.

b. Total hue difference - not greater than 2 units.

E. All Cast Stone shall be hand sanded and acid washed with a 10% muriatic acid solution.

F. The occurrence of crazing or efflorescence shall not constitute a cause for rejection.

2.05 SOURCE QUALITY CONTROL

A. Production Testing:

1. Test compressive strength and absorption of specimens selected at random from plant production.

2. Test in accordance with ASTM C642 ASTM C 1194 and C 1195.

3. Samples shall be taken and tested from every 500 cubic feet of product produced.

4. New and existing mix designs shall be tested for strength, absorption and freeze thaw compliance prior to producing units.


B. Job Site Testing: One (1) sample from production units shall be selected at random from the field for each 500 cubic feet delivered to the job site.

1. Three (3) field cut cube specimens from each of these samples shall have an average minimum compressive strength of not less than 85% with no single specimen testing less than 75% of design strength as allowed by ACI 318.

2. Three (3) field cut cube specimens from each of these samples shall have an average maximum cold-water absorption of 6%.

3. Field specimens shall be tested in accordance with ASTM C 1194 and C 1195.

4. Submit reports of tests by independent testing agency, showing compliance with requirements.

PART 3 EXECUTION

3.01 EXAMINATION

A. Examine construction to receive cast stone components. Notify Architect if construction is not acceptable.

B. Do not begin installation until unacceptable conditions have been corrected.

3.02 INSTALLATION

A. Install cast stone components in conjunction with masonry, complying with requirements of Section 04 20 00.

B. Mechanically anchor cast stone units indicated; set remainder in mortar.

C. Setting:

1. Drench cast stone components with clear, running water immediately before installation.

2. Set units in a full bed of mortar unless otherwise indicated.

3. Fill vertical joints with mortar.

4. Fill dowel holes and anchor slots completely with mortar or non-shrink grout.

D. Joints: Make all joints 3/8 inch, except as otherwise detailed.

1. Rake mortar joints 3/4 inch for pointing.

2. Remove excess mortar from face of stone before pointing joints.

3. Point joints with mortar in layers 3/8 inch thick and tool to a slight concave profile.

4. Leave the following joints open for sealant:

a. Head joints in top courses, including copings, parapets, cornices, sills, and steps.

b. Joints in projecting units.

c. Joints between rigidly anchored units, including soffits, panels, and column covers.

d. Joints below lugged sills and stair treads.

e. Joints below ledge and relieving angles.

f. Joints labeled "expansion joint".

E. Sealant Joints: Install sealants as specified in Section 07 92 00.

F. Installation Tolerances:

1. Variation from Plumb: Not more than 1/8 inch in 10 feet or 1/4 inch in 20 feet or more.

2. Variation from Level: Not more than 1/8 inch in 10 feet or 1/4 inch in 20 feet, or 3/8 inch maximum.

3. Variation in Joint Width: Not more than 1/8 inch in 36 inches or 1/4 of nominal joint width, whichever is less.

4. Variation in Plane Between Adjacent Surfaces (Lipping): Not more than 1/16 inch difference between planes of adjacent units or adjacent surfaces indicated to be flush with units.

G. Repairs: Repair chips and other surface damage noticeable when viewed in direct daylight at 20 feet.

1. Repair with matching touchup material provided by the manufacturer and in accordance with manufacturer's instructions.

2. Repair methods and results subject to Architect 's approval.

3.03 TOLERANCES

A. Cross section dimensions shall not deviate by more than ±1/8 in. from approved dimensions.

B. Length of units shall not deviate by more than length/ 360 or ±1/8 in., whichever is greater, not to exceed ±1/4 in. (6 mm).

1. Maximum length of any unit shall not exceed 12 times the average thickness of such unit unless otherwise agreed by the manufacturer


C. Warp, bow or twist of units shall not exceed length/ 360 or ±1/8 in. (3 mm), whichever is greater.

D. Location of dowel holes, anchor slots, flashing grooves, false joints and similar features; on formed sides of unit, 1/8 in. (3 mm), on unformed sides of unit, 3/8 in. (9 mm) maximum deviation.

3.04 CLEANING

A. Clean completed exposed cast stone after mortar is thoroughly set and cured.

1. Wet surfaces with water before applying cleaner.

2. Apply cleaner to cast stone in accordance with manufacturer's instructions.

3. Remove cleaner promptly by rinsing thoroughly with clear water.

4. Do not use acidic cleaners.

END OF SECTION

D W DW REF.

REF.DN

GENERAL NOTES:

A

A

SYMBOL INDICATES WALL TYPE - SEESHEET A601 FOR WALL TYPE DETAILS.

SYMBOL INDICATES WINDOW TYPE. SEE SHEET A602 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.

PAINT ALL EXPOSED STEEL LINTELS.

INSTALL BULLNOSE CMU AT ALL OUTSIDE CORNERS W/O TILE AND AT DOOR JAMBS AS DETAILED. NO BULLNOSE AT WINDOW JAMBS.

SEE STRUCTURAL FOR SLAB CONTROL JOINTS.

SEE A510 FOR WALL CONTROL JOINT DETAILS. SEE PLANS AND ELEVATIONS FOR CJ LOCATIONS. CJ = CONTROL JOINTS

A

B

C

D

E

F

G

H

J

K

EXTEND ALL WALLS TO DECK UNLESS NOTED OTHERWISE. SEE A601 FOR TOP OF WALL DETAILS.

UNLESS NOTED OTHERWISE RESTROOM FLOORS SHALL BE SLOPED A MIN. 1/16" : 12" TO FLOOR DRAINS - TO "CENTER", IF NO FLOOR DRAINS.

L

M

SEE A512 FOR TYPICAL HEAD FLASHING AND THROUGH-WALL FLASHING ISOMETRIC DETAILS.

SYMBOL INDICATES CONSTRUCTION NOTE THIS SHEET

REFER TO CODE PLANS FOR FIRE RATING LOCATIONS AND ACCESSIBILITY ROUTES.

LEGEND:

1 HOUR WALL

GEN. CONTRACTOR TO PROVIDE CONC. EQUIP. PADS/CURBS AS REQUIRED FOR MECH/ELECTRICAL EQUIP. - VERIFY SIZE/PROFILE/LOCATION WITH MECH/ELECTRICAL.

2 HOUR WALL

EXISTING STEEL COLUMNCOL

PLAN DIMENSIONS ARE FROM FACE OF WALL TO FACE OF WALL.N

P ALL DOOR FRAMES TO BE 4" FROM CORNERS UNLESS NOTED OTHERWISE.

ELECTRIC WATER COOLEREWC

FIRE EXTINGUISHER- BRACKET MOUNTEDFE

FIRE EXTINGUISHER CABINETFEC

MB- n'

TACK BOARD- 48" HIGH x 48" WIDETB

MARKER BOARD- 48" HIGH x LENGTH INDICATED ON PLAN

SLOTTED WALL BOARD- 24" HIGH x LENGTH INDICATED ON PLANSWB

TS- n' TACK STRIPS- MOUNT (1) AT 44" AFF AND (1) AT 84" AFF x LENGTH INDICATED ON PLAN

SMART BOARDSB

4

A310R

1

A310R

KITCHEN

240

DISTANCE

LEARNING

246

FOOD

STG

JAN. CLOS.

230

GIRL'S T.R.

231

BOY'S T.R.

229

HALL

244

SEG A

SEG B

SE

G A

SEG B

SE

G D

SEG B

SEG C

SEG B

A400

6

CORRIDOR

146ART

237

SEATING

232

SCHOOL

STORE

233

STG

234ART STG

235

KILN

236

CAFETERIA

239

CIRCULATION

238CORRIDOR

228

ELEC

243

FACE

242TECH CLASSROM

241

7

A310R

8

A310R

6

A310R

237

243B

B3b

229

231

146A

146B

234

243A

2

A310R3

A310R

COL

IT OFFICE

AND SHOP

245

10" 4'-0" 35'-2"

11'-11" 8'-0 1/2"

5"

5'-0"

5"

14'-2 1/2"

30

'-4

"1

0'-8

"5

"

10

A310R

100A

100B

244A

5

A310R

5

11

11

12

13

9 9 9 9

99

D7

245A

245B

BL-3

101010

260A

260B

241 242

4'-4"

6"

5'-0" 10'-4"

4

D26

WATERPROOFING AT EXISTING TUNNELLOCATIONS

24

'-2

"

24

'-4

"

B2

B2

B2

B2

A512

14

12'-7" +-

10

'-6

"

EWC EWC

244B

EXISTING STUD & GYP BD WALL

1414

3434

34 34

SEE OVERALL FLOOR PLANSHEET A110 FOR LOCATIONOF DOOR 260C.

9

A201R

239

3'-8" 16'-0" 2'-10" 25'-2" 8" 16'-0" 3'-8" 3'-8" 15'-8" 1'-4" 15'-8" 3'-8"

28

4

B4B4 B4 B4 B4 B4 B4

236

233A

233B

2"

CROSS-HATCHED AREA INDICATESLIMITS OF NEW CONCRETE. FLOORREMOVAL PART OF BID PACKAGE 4.

BL-3 BL-3

SE

G C

TYP OF 4

NEW OPENINGS IN 2HR WALL

1

INFILL EXISTING OPENINGSW/ CMU

28

11

A310R

36'-2"

14

'-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

:

11/2/2018 10:56:49 AM

A112R

MPL

18022

OCTOBER 19, 2018

FL

OO

R P

LA

N-

UN

IT B

AD

DIT

ION

AN

D R

EM

OD

EL

ING

1025 T

ow

n S

treet

Pre

nti

ce,W

I 54556

PR

EN

TIC

E S

CH

OO

L D

IST

RIC

T

KEY NOTES PLAN1 INFILL EXISTING OPENING WITH CMU. MATCH ADJACENT FINISHES.

2 NEW FOLDING PANEL PARTITION.

3 INFILL EXISTING SLAB DEPRESSION.

4 FLOOR OPENING INFILL. SEE _____.

5 PERMANENTLY SECURE EXISTING TUNNEL ACCESS PANELS.

6 RELOCATED DOOR/ TRANSOM.

7 LINE OF CANOPY ABOVE.

8 NEW CHEM COUNTERTOP, INTEGRAL SINK, GAS VALVES ANDELECTRICAL OUTLETS. SEE CASEWORK DRAWINGS, PLUMBING ANDELECTRICAL.

9 LINE OF BULKHEAD ABOVE.

10 VENDING MACHINES (N.I.C.)

11 NEW COOLER- SEE FOOD SERVICE SHEETS.

12 NEW DISHWASHER- SEE FOOD SERVICE SHEETS.

13 MOBILE STAGE (N.I.C.)

14 INFILL FLOOR AS REQUIRED AFTER REMOVAL OF CMU WALL. PREPAREFOR NEW FLOORING.

15 12"W x 15"D LOCKERS ON 4" CONCRETE SLAB.

16 12"W x 15"D CUBBIES ON 4" CONCRETE SLAB.

17 PROVIDE 3/4" PLYWOOD PANEL- COORDINATE SIZE AND MOUNTING HTWITH ELECTRICAL.

18 STEEL COLUMN- SEE STRUCTUAL.

19 MOP SINK- SEE PLUMBING.

20 ROOF DRAIN LEADER- SEE PLUMBING AND DETAILS A512.

21 SOLID SURFACE SILL.

22 REMOVABLE RAILING.

23 DIMENSION INDICATES PRECAST PANEL OVERHANG AT FOUNDATIONBELOW. SEE DETAIL 11/A200.

24 CONCRETE STOOP- SEE STRUCTRAL.

25 4 3/4" FLOOR INFILL TO MATCH HEIGHT OF GYM FLOOR. SEE DETAIL8/A514.

26 STUD AND GYP BD COLUMN ENCLOSURE. SEE 7/A514.

27 CHAIR LIFT

28 INFILL OPENING TO MATCH EXISTING EXTERIOR WALL.

29 RAMP- 15% SLOPE

30 RAMP- 8.3% SLOPE

31 PERFORATED WINDOW BLINDS.

32 INSTALL SOUNDPROOFING FLOOR MAT AND 4 x 8 x 3/4" PLYWOOD ONEXISTING STAGE. PAINT BLACK.

33 SHADED LINES INDICATE LOCATION OF IN-FLOOR HEATING. SEE9/A514.

34 LINE OF SKYLIGHT ABOVE.

35 EXISTING SLOPED SILL TO REMAIN (NON ADA).

36 CABINET HEATER- SEE MECH SHEETS.

37 CANOPY COLUMN- SEE _____.

38 EXISTING DATA CABINET.

39 ROOM DARKENING SHADES.

40 PLAM SHELVES IN EXISTING WINDOW AND DOOR OPENINGS.

41 LINE OF AWNING ABOVE- SEE ____.

42 PAD ALL WALLS- FLOOR TO 6'-0" AFF.

43 6" STUDS CHASE AT VENT PIPE LOCATIONS- COODINATE WITHPLUMBING.

44 NEW CURTAINS AND STAGE RIGGING- SEE SPECS.

KEY PLAN

SEG B

SEG A

SEG C

SEG D

SE

G E

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

No. Description Date

1 ADD 1 10-25-18

2 ADD 2 11-02-18

BID

PA

CK

AG

E 3

BID PACKAGE 3ADDENDUM 2

GENERAL NOTES:SEE DETAILS A200 FOR CONTROL JOINT (CJ) AND BRICKCONTROL JOINT (BCJ) INFORMATION.

BRICK COURSING: RUNNING 1/3 BOND TYPICAL.

LEGEND:

WINDOW TAG, SEE SHEET A212 FOR FRAME ELEVATIONS

CJ THROUGH WALL CONTROL JOINT - SEE DETAILS A510

BCJ BRICK VENEER CONTROL JOINT - SEE DETAILS A510

FIELD BRICKRUNNING BOND

A

B

SEE SPECIFICATION FOR MATERIAL TYPE.D

-

ACCENT BAND BRICKROWLOCK

METAL PANEL

1 KEYNOTE TAG

BRICK SIZE: 4x4x12 (NOMINAL)C

SEE DETAIL 11/A512 FOR TYPICAL HEAD FLASHING DETAIL.E

ARCHITECTURAL CASTSTONE PANEL- SEE9/A200 FOR REVEALPROFILE

SEE WINDOW ELEVCAST STONE SILL- SEE 8/A200 FORTYPICAL PROFILE. SEE SPECFOR MINIMUM LENGTHS.

A

B

METAL PANEL - COLOR A

METAL PANEL - COLOR B

4

A311R

7 6 5 4 3 1

JOIST BRG114'-0"

JOIST BRG MEZZ126'-8"

6

A311R

1

A313R

FIRST FLOOR100'-0"

2

7

A311R

10

A311R

11

A311R1

A312

2

A312

7 7

1

1

1

2 3 3 3 3 3

3333

4444

BEJ @INSIDE

CORNER

BEJ @INSIDECORNER

B

A

3 2

CJ

CJ CJ CJ CJ CJ CJ CJ CJ CJ

6"

11 11 11

COORDINATE GROUTED CORES AND BOND BEAMS FOR AWNING ATTACHMENT

11

A200R

7.17.37.7 7.4

CD AF

JOIST BRG114'-0"

5

A311R

FIRST FLOOR100'-0"

E B1

B B

1

A311R

4

A311R

4

A311R

1

A311R

2 2 23 3 3 3 3 3 3 3

1'-10" 1'-10" 1'-10"1'-10"2'-4" 2'-4"

1

1

11

1'-10"1'-10"1'-10"1'-10"2'-4"

BCJ BCJ BCJ BCJ BCJ BCJ BCJ BCJ BCJ BCJ BCJ BCJ

11 11 11 11

13 13

11

A200R

D.1E.2

8

A311R

9

A311RBEJ @INSIDECORNER

1

4

1

CJ CJ

11

765431

JOIST BRG114'-0"

1

A311R

FIRST FLOOR100'-0"

2

11

A311R

10

A311R

2

A312

3

A312

7

A311R

B

11

1

4444

333333 2

3 3 3 3

BEJ @INSIDE

CORNER

BEJ @INSIDECORNER

1111

11

6"

1

3

BCJ BCJ BCJ BCJ BCJ BCJ BCJ BCJ BCJ BCJ BCJ

COORDINATE GROUTED CORES AND BOND BEAMS FOR AWNING ATTACHMENT

6.97.1 7.3 7.77.4

JOIST BRG114'-0"

FIRST FLOOR100'-0"

11

3

4

BEJ @INSIDE

CORNER

9

A311R

8

A311R

BCJBCJ

11

FIRST FLOOR100'-0"

1 1

3 5

/8"

5 1/2"

4 1/2" 1"

2"

1 5

/8"

5/8"DRIPEDGE

WINDOW

2"

1 5

/8"

5 5/8" 3 5/8"

9 1/4"

5/8"

3 5

/8"

BUMP-OUT

1"

1/2

"

1"

RAKE JOINT 3/4" MIN. INSTALL SEALANT AND BACKER ROD

FILL CAVITY COMPLETELY WITH CAVITY WALL INSULATION -MINIMUM 12" WIDE

SEE ELEVATIONS FOR BEJ LOCATIONS

04 21 00.A15

BACKER ROD AND SEALANT

HORIZONTAL JOINT REINFORCEMENT, DISCONTINUOUS AT MOVEMENT JOINT

5/8"

4'-1

"

1"

4'-0

"

A2

A2

4'-1"

4'-0"1"

CLOSE OFF CAVITY WITH EXTRUDEDINSULATION- TYPICALAT ALL PRECASTCORNERS

Key Plan:

HSR Project Number:

Project Date:

Drawn By:

Last Update:



PHONE: 608.784.1830FAX: 608.782.5844


Consultant:

Revisions:

Graphic Scale:

VARIES

Sheet T

itle

:

Pro

ject Location:

Pro

ject T

itle

:

11/2/2018 10:56:56 AM

A200R

MPL

18022

OCTOBER 19, 2018

EX

TE

RIO

R E

LE

VA

TIO

NS

AD

DIT

ION

AN

D R

EM

OD

EL

ING

1025 T

ow

n S

treet

Pre

nti

ce,W

I 54556

PR

EN

TIC

E S

CH

OO

L D

IST

RIC

T

KEY NOTES ELEVATION1 PREFINISHED SHEET METAL CAP FLASHING W/ 6" WIDE JOINT COVERS

SET IN SEALANT.

2 CONCRETE STOOP SLAB AT DOOR- SEE STRUCTURAL.

3 CAST STONE SILL- SEE PROFILE 8/A200.

4 METAL AWNING- SEE DETAILS ______.

5 OVERFLOW SCUPPER- SEE ROOF PLAN AND DETAIL SHEET _____.

6 SPRINKLER RISER CONNECTION.

7 LOUVER- SEE MECHANICAL.

8 CANOPY COLUMN- SEE DETAILS _____.

9 MAIN CANOPY- SEE DETAILS _____.

10 BUILDING SIGNAGE- BY OWNER.

11 ARCHITECTURAL PRECAST PANELS TO BE 2'-0" WIDE, UNLESS SHOWNOTHERWISE.

12 RUN EPDM UP PARAPET.

13 EXTERIOR LIGHTING.

14 SAWTOOTH IN BRICK AT EXISTING OPENING. MATCH ADJACENT BRICK.

15 REPAIR/ REPLACE METAL CAP FLASHING AS REQUIRED.

16 EXISTING METAL CAP FLASHING AND DRIP EDGE TO REMAIN.

17 CLEAN/ REPAIR EXISITNG BRICK.

18 Elev.

19 Elev.

20 Elev.

1/8" = 1'-0"7SEGMENT C- EAST ELEVATION

1/8" = 1'-0"5SEGMENT C- NORTH ELEVATION

1/8" = 1'-0"6SEGMENT C- SOUTH 2

1/8" = 1'-0"1SEGMENT C- WEST ELEVATION

1/8" = 1'-0"2SEGMENT C- SOUTH 1

26

5

17

1/8" = 1'-0"3SEGMENT C- EAST 1

1/8" = 1'-0"4SEGMENT C- WEST 1

ELEVATION KEY PLAN

34


2 ADD 2 11-02-18

1 1/2" = 1'-0"8CAST STONE SILL PROFILES

3" = 1'-0"9CAST STONE REVEAL

1 1/2" = 1'-0"10EXPANSION JOINT DETAIL

1/2" = 1'-0"11PRECAST CORNER DETAIL

ADJUSTED REVEALS IN PRECAST

2

2

BID

PA

CK

AG

E 3


EXTG JOIST BRG111'-4"

1

A315R

FIRST FLOOR100'-0"

3

A315R

4

A315R

2

A315R

10

9

B B

8

B18

A514

8

A314R

JOIST BRG D119'-4"

3

A313R

6

A314R

9

A314R

FIRST FLOOR100'-0"

10

A314R

4

A313R

CJ

11

1

11

4

3

2

7.3

3

A312

2

A314R

JOIST BRG D119'-4"

FIRST FLOOR100'-0"

5

A313R1'-8"

CJ CJ CJ CJ CJ CJ CJ CJ CJ

BEJ @INSIDECORNER

1 1

23333

6"

123"

12"5 5

DF


9

A310R

MEZZANINE114'-7 1/2"

7

A501

1

7 7 7 7

A

5

D.1E.2 7

6

A312

6

A311R

1

7 7

B

A

6.97.1 7.3 7.77.4D F

10

A310R

5

A312

1

1

EXISTING EASTGYM ROOF

A12 12

2 7/8"

1'-0"

D.1 E.2

FINISH FLOOR100'-0"

1

GENERAL NOTES:SEE DETAILS A200 FOR CONTROL JOINT (CJ) AND BRICKCONTROL JOINT (BCJ) INFORMATION.

BRICK COURSING: RUNNING 1/3 BOND TYPICAL.

LEGEND:

WINDOW TAG, SEE SHEET A212 FOR FRAME ELEVATIONS

CJ THROUGH WALL CONTROL JOINT - SEE DETAILS A510

BCJ BRICK VENEER CONTROL JOINT - SEE DETAILS A510

FIELD BRICKRUNNING BOND

A

B

SEE SPECIFICATION FOR MATERIAL TYPE.D

-

ACCENT BAND BRICKROWLOCK

METAL PANEL

1 KEYNOTE TAG

BRICK SIZE: 4x4x12 (NOMINAL)C

SEE DETAIL 11/A512 FOR TYPICAL HEAD FLASHING DETAIL.E

ARCHITECTURAL CASTSTONE PANEL- SEE9/A200 FOR REVEALPROFILE

SEE WINDOW ELEVCAST STONE SILL- SEE 8/A200 FORTYPICAL PROFILE. SEE SPECFOR MINIMUM LENGTHS.

A

B

METAL PANEL - COLOR A

METAL PANEL - COLOR B

PRECAST BRG133'-2"

GYM ROOF- WEST130'-0"

3

A316

E STAGE FLOOR-WEST

104'-0"

1

A316

FIRST FLOOR100'-0"

2

A316


FIRST FLOOR100'-0"

13

15

16 11

A310R

2

Key Plan:

HSR Project Number:

Project Date:

Drawn By:

Last Update:



PHONE: 608.784.1830FAX: 608.782.5844


Consultant:

Revisions:

Graphic Scale:

VARIES

Sheet T

itle

:

Pro

ject Location:

Pro

ject T

itle

:

11/2/2018 10:57:03 AM

A201R

Author

18022

OCTOBER 19, 2018

EX

TE

RIO

R E

LE

VA

TIO

NS

AD

DIT

ION

AN

D R

EM

OD

EL

ING

1025 T

ow

n S

treet

Pre

nti

ce,W

I 54556

PR

EN

TIC

E S

CH

OO

L D

IST

RIC

T

1/8" = 1'-0"1MAIN ENTRY EAST

1/8" = 1'-0"2SEGMENT D- EAST

1/8" = 1'-0"4SEGMENT D- NORTH

1/8" = 1'-0"5MEZZANINE- NORTH

1/8" = 1'-0"6MEZZANINE- WEST

1/8" = 1'-0"7MEZZANINE- CHORAL/ BAND SOUTH

1

4

7

ELEVATION KEY PLAN

62

5

1/8" = 1'-0"3SEGMENT D- SOUTH

3


2 ADD 2 11-02-18

KEY NOTES ELEVATION1 PREFINISHED SHEET METAL CAP FLASHING W/ 6" WIDE JOINT COVERS

SET IN SEALANT.

2 CONCRETE STOOP SLAB AT DOOR- SEE STRUCTURAL.

3 CAST STONE SILL- SEE PROFILE 8/A200.

4 METAL AWNING- SEE DETAILS ______.

5 OVERFLOW SCUPPER- SEE ROOF PLAN AND DETAIL SHEET _____.

6 SPRINKLER RISER CONNECTION.

7 LOUVER- SEE MECHANICAL.

8 CANOPY COLUMN- SEE DETAILS _____.

9 MAIN CANOPY- SEE DETAILS _____.

10 BUILDING SIGNAGE- BY OWNER.

11 ARCHITECTURAL PRECAST PANELS TO BE 2'-0" WIDE, UNLESS SHOWNOTHERWISE.

12 RUN EPDM UP PARAPET.

13 EXTERIOR LIGHTING.

14 SAWTOOTH IN BRICK AT EXISTING OPENING. MATCH ADJACENT BRICK.

15 REPAIR/ REPLACE METAL CAP FLASHING AS REQUIRED.

16 EXISTING METAL CAP FLASHING AND DRIP EDGE TO REMAIN.

17 CLEAN/ REPAIR EXISITNG BRICK.

18 Elev.

19 Elev.

20 Elev.

1/8" = 1'-0"8FITNESS WEST

8

1/8" = 1'-0"9SEGMENT B- NORTH

ALTERNATE

BID

PA

CK

AG

E 3


CORRIDOR

CLASSROOM

LO

CK

ER

SG

LA

SS

FIRST FLOOR100'-0"

CORRIDOR

PLY

WO

OD

DO

OR

S

FIRST FLOOR100'-0"

LO

CK

ER

S


FIRST FLOOR100'-0"

11 5/8"

FACE BRICKW/ 8" CMU

BACKUP

WATERPROOFING AT EXISTING TUNNEL

LOCATIONS

JOIST BRG114'-0"

B3b

LOUNGE/ WORK

101

CAFETERIA

239

FIRST FLOOR100'-0"

8" CMU INFILL

5'-4

"

EXISTINGEXTERIORWALL

EXISTINGROOF

2'-7 1

/4"

REMOVE EXISTINGGRAVEL STOP

FILL GAP WITHRIGID INSULATION

A500

1

EXTEND 2 HR WALLMIN. 30" ABOVE EXISTING ROOF


CAFETERIA

239

FIRST FLOOR100'-0"

9'-4

"

EXISTINGEXTERIOR

WALL

EXISTING ROOF

JOIST BRG114'-0"

CORRIDOR

100

CIRCULATION

238

FIRST FLOOR100'-0"

8"

REMOVE TOP 8"OF EXISTING FOUNDATION


EXISTINGROOF



2'-7 1

/4"

A500

1

A510

6

5

A510

A510

4

EXTEND 2 HR WALLMIN. 30" ABOVE EXISTING ROOF


CIRCULATION

238

EXISTING ROOF

JOIST BRG114'-0"


GIRL'S T.R.

107

ART

237

MECH MEZZ

280

FIRST FLOOR100'-0"

PLAM SHELVING


EXISTINGROOF


T.O. PARAPET128'-8"

A4

2 H

R W

ALL

2 H

R W

ALL

1 H

R W

ALL

EXTEND 2HR WALL MIN. 30" ABOVE EXISTING ROOF

1 HR WALL FROMPENTHOUSE FLOORTO PARAPET

7

JOIST BRG114'-0"


B3

D3

A8

A500

2

A500

6

7.1

JOIST BRG114'-0"

FIRST FLOOR100'-0"


EXISTINGROOF



2'-7 1

/4"

A500

1

A510

1

A510

3


2

A510


FIRST FLOOR100'-0"

FLUID APPLIED WATERPROOFING

6"

4" FACE BRICKW/ BRICK TIES

TO EXISTING WALL

AIR SPACE

1" SPRAY FOAM INSULATION

8"

4'-4

"4

"3

'-8

"4

"2

'-8

"

REMOVE EXISTINGGRAVEL STOP AS

REQUIRED TO INSTALLNEW BRICK WALL ANDMETAL CAP FLASHING

Key Plan:

HSR Project Number:

Project Date:

Drawn By:

Last Update:



PHONE: 608.784.1830FAX: 608.782.5844


Consultant:

Revisions:

Graphic Scale:

VARIES

Sheet T

itle

:

Pro

ject Location:

Pro

ject T

itle

:

11/2/2018 10:57:08 AM

A310R

MPL

18022

OCTOBER 19, 2018

WA

LL

SE

CT

ION

S

AD

DIT

ION

AN

D R

EM

OD

EL

ING

1025 T

ow

n S

treet

Pre

nti

ce,W

I 54556

PR

EN

TIC

E S

CH

OO

L D

IST

RIC

T

1/2" = 1'-0"2EXTG CORR. SECTION

1/2" = 1'-0"3EXTG CORR. SECTION

1/2" = 1'-0"1EXTG WALL SECTION

1/2" = 1'-0"4WALL SECTION




1/2" = 1'-0"10PENTHOUSE SECTION




2 ADD 2 11-02-18

BID

PA

CK

AG

E 3


2


A

JOIST BRG114'-0"

FIRST FLOOR100'-0"

2'-8

"4

'-8

"5

'-8

"4

"2

'-8

"

A3

A1

16

'-0

"4

"

A510

7

A510

9

A500

7

2" EXTRUDED RIGIDINSULATION

C

CLASSROOM CORRIDOR

D31

GRID

4" CONCRETECURB

CONCRETEPAD- SEESTRUCTURAL

D

CLASSROOMCOLLABORATE

CONCRETEPAD- SEESTRUCTURAL

D31

A511

1

2

A511

F

FIRST FLOOR100'-0"

2'-8

"4

'-8

"4

"5

'-4

"4

"3

'-0

"

16

'-0

"4

"

A3

A1

A500

7

A500

3


F

JOIST BRG114'-0"


MECH MEZZ

280

FIRST FLOOR100'-0"

12

'-8

"2

'-8

"1

3'-4

"

A8

A3

A1

28

'-8

"

A510

12

A510

13

A500

11

A500

12

14

A510


FINISH FLOOR100'-0"

JOIST BRG114'-0"

A3

8'-0

"9

'-4

"

1'-0" 4" 4'-0"

17

'-4

"

A500

4

A510

10

A500

8

A510

12

11

A510


2'-0

"1

'-2

"1

'-6

"2

'-4

"2

'-4

"1

'-0

"1

'-0

"2

'-0

"2

'-0

"2

'-0

" +

-

AWNING-FUTURE BID PACKAGE

2

F

JOIST BRG114'-0"

FIRST FLOOR100'-0"

3'-0

"1

3'-0

"

16

'-0

"4

"

0"

6'-0

"4

"3

'-8

"4

"2

'-8

"

2 WYTHES4" BRICK AT PILASTERS

HEADERBRICKCOURSE

A3

A1

A500

5

A500

9


7 5/8"

2

A3

12

'-4

"1

'-0

"

4"

A510

15

A510

17

16

A510


IN-FLOOR HEATING-SEE MECHANICAL AND

DETAIL 5/A514

21

'-1

1"

±2

'-1

"2

'-0

"1

'-0

"1

'-0

"2

'-4

"2

'-4

"1

'-6

"1

'-2

"2

'-0

"

17

'-4

"

A2

A500

4

A500

10



DETAIL 5/A514

A3

16

'-0

"4

"

A1

2'-8

"6

'-4

"4

"3

'-8

"4

"2

'-8

"



DETAIL 5/A514

A3 2'-8

"4

'-0

"8

'-4

"1

'-0

"

16

'-0

"4

"

A1

A510

7

A510

17


16

A510


DETAIL 5/A514

2

Key Plan:

HSR Project Number:

Project Date:

Drawn By:

Last Update:



PHONE: 608.784.1830FAX: 608.782.5844


Consultant:

Revisions:

Graphic Scale:

VARIES

Sheet T

itle

:

Pro

ject Location:

Pro

ject T

itle

:

11/2/2018 10:57:13 AM

A311R

MPL

18022

OCTOBER 19, 2018

WA

LL

SE

CT

ION

S

AD

DIT

ION

AN

D R

EM

OD

EL

ING

1025 T

ow

n S

treet

Pre

nti

ce,W

I 54556

PR

EN

TIC

E S

CH

OO

L D

IST

RIC

T













2 ADD 2 11-02-18

BID

PA

CK

AG

E 3


F


JOIST BRG D119'-4"

MECH MEZZ

280

VESTIBULE

145

CHOIR/ MUSIC

148

FIRST FLOOR100'-0"

A500

2

A501

6

A8

BAND

149

2'-8

"5

'-4

"

A3

A1

8'-0

"4

'-0

"9

'-4

"

21

'-4

"4

"

A501

3

A511

5

A510

9

A500

9

6

A511


OPP

E STAGE FLOOR-EAST

103'-2"

7

A313R

CORRIDOR

147

FIRST FLOOR100'-0"

5 T @ 11"

4'-7" 8'-4" 21'-0"

6 R

@ 6

.33

"

3'-2

"

CONCRETE SLABON FOAM BASE

2'-10

"

5/8" GYP BD CFMF FRAMING-SEE STRUCTURAL

CFMF FRAMING-SEE STRUCTURAL

CLIP ANGLE- ANCHOREDTO CONC- TYP BOTH SIDES

CORRIDOR

147

FIRST FLOOR100'-0"

3'-6

"3

'-2

"

REMOVABLERAILING

2'-10

"

CONCRETE SLABON FOAM BASE

5/8" GYP BD

CFMF FRAMING-SEE STRUCTURAL

8"

2'-0

"2

'-0

"1

'-0

"1

'-0

"2

'-4

"2

'-4

"1

'-6

"1

'-2

"2

'-0

"

5'-4

"1

6'-0

"

21

'-4

"

A1

1"

A501

3

A500

10


A2

4'-0

"2

'-4

"3

'-10

"

A501

8

FINISH FLOOR100'-0"

JOIST BRG D119'-4"

8'-0

"1

3'-0

"4

"

A1

21

'-4

"

A501

3

A511

5

A510

17


A3

8

A510

2

BAND

149

LG PRACTICE

153

Key Plan:

HSR Project Number:

Project Date:

Drawn By:

Last Update:



PHONE: 608.784.1830FAX: 608.782.5844


Consultant:

Revisions:

Graphic Scale:

VARIES

Sheet T

itle

:

Pro

ject Location:

Pro

ject T

itle

:

11/2/2018 10:57:16 AM

A313R

MPL

18022

OCTOBER 19, 2018

WA

LL

SE

CT

ION

S

AD

DIT

ION

AN

D R

EM

OD

EL

ING

1025 T

ow

n S

treet

Pre

nti

ce,W

I 54556

PR

EN

TIC

E S

CH

OO

L D

IST

RIC

T



1/2" = 1'-0"6STAIR/ RAMP SECTION

1/2" = 1'-0"7LANDING SECTION





2 ADD 2 11-02-18

BID

PA

CK

AG

E 3



CORRIDOR

228

FIRST FLOOR100'-0"

7'-3

"

A512

16

A512

18

17

A512

E STAGE FLOOR-EAST

103'-2"

P.E. OFFICE

250

STAGE

249

D12

FIRST FLOOR100'-0"

6'-2

"

FIRST FLOOR100'-0"

EXISTING FOUNDATION

4'-4

" ±

3'-10

"3

'-6

"

A10

9'-8

"

A501

5

A501

9

2

2" EXTRUDED INSULATION

11

'-4

"

A10a

EXISTINGEXTERIOR WALL

EXISTINGFOUNDATION

A501

5

A501

9

4'-4

" ±

3'-10

"3

'-2

"

2


1'-0

" ±

1'-0

"2

'-4

"2

'-4

"1

'-6

"1

'-2

"2

'-0

"

11

'-4

"

A11a

A501

5

A501

9

2


E STAGE FLOOR-EAST

103'-2"

FIRST FLOOR100'-0"

4" 2'-0"

B3b

CUT BACK EXISTINGROOF TO ALLOW FOR NEW 2 HR FIRE WALLTO EXTEND PAST

EX

IST

ING

WA

LL

MIN

.

2'-6

"

2 H

R W

ALL

2 H

R W

ALL


2'-8

"4

"5

'-4

"4

"4

'-8

"2

'-8

"5

'-4

"

A3

A1

4"

16

'-0

"

A501

3

A501

4


FIRST FLOOR100'-0"

4" INFILL100'-4"

A512

20

A512

19

Key Plan:

HSR Project Number:

Project Date:

Drawn By:

Last Update:



PHONE: 608.784.1830FAX: 608.782.5844


Consultant:

Revisions:

Graphic Scale:

VARIES

Sheet T

itle

:

Pro

ject Location:

Pro

ject T

itle

:

11/2/2018 10:57:20 AM

A314R

MPL

18022

OCTOBER 19, 2018

WA

LL

SE

CT

ION

S

AD

DIT

ION

AN

D R

EM

OD

EL

ING

1025 T

ow

n S

treet

Pre

nti

ce,W

I 54556

PR

EN

TIC

E S

CH

OO

L D

IST

RIC

T

1/2" = 1'-0"3ALCOVE SECTION

1/2" = 1'-0"4STAIR SECTION

1/2" = 1'-0"8GYM VEST. SECTION

1/2" = 1'-0"5STAGE SECTION







2 ADD 2 11-02-18

BID

PA

CK

AG

E 3



D3

8"

±2

'-0

"2

'-4

"2

'-4

"1

'-6

"1

'-2

"2

'-0

"

12

'-0

"

A2

2


FIRST FLOOR100'-0"

D3

2'-8

"6

'-4

"3

'-0

"

12

'-0

"

3'-0

"

EXISTINGFOUNDATION

A511

8

A511

10

A511

11

9

A511

A4


FIRST FLOOR100'-0"

1

A514

CANOPY STRUCTUREPART OF FUTUREBID PACKAGE

CANOPY STRUCTUREPART OF FUTUREBID PACKAGE

8"

+-

1'-0

"1

'-0

"2

'-4

"2

'-4

"1

'-6

"1

'-2

"2

'-0

"

12

'-0

"

2

E STAGE FLOOR-EAST

103'-2"

FIRST FLOOR100'-0"

10

5/8

"7

'-11

3/8

"

Key Plan:

HSR Project Number:

Project Date:

Drawn By:

Last Update:



PHONE: 608.784.1830FAX: 608.782.5844


Consultant:

Revisions:

Graphic Scale:

VARIES

Sheet T

itle

:

Pro

ject Location:

Pro

ject T

itle

:

11/2/2018 10:57:21 AM

A315R

MPL

18022

OCTOBER 19, 2018

WA

LL

SE

CT

ION

S

AD

DIT

ION

AN

D R

EM

OD

EL

ING

1025 T

ow

n S

treet

Pre

nti

ce,W

I 54556

PR

EN

TIC

E S

CH

OO

L D

IST

RIC

T



1/2" = 1'-0"1MAIN ENTRY CANOPY SECTION

1/2" = 1'-0"2MAIN ENTRY WALL SECTION


2 ADD 2 11-02-18

1/2" = 1'-0"5A315-5

BID

PA

CK

AG

E 3



B3b

1/2" PLYWOOD OVER2" RIGID INSUL. (R=5/IN.)- BOTH SIDES

1/2" PLYWOOD OVER2x WOOD BLOCKING -BOTH SIDES

PREFINISHED SHEETMETAL CAP FLASHING

NON-CORROSIVE SCREWS W/NEOPRENE WASHER

1x WOOD BLOCKING

1/2" PLYWOOD

EXTEND MEMBRANE UPAND OVER PARAPET AND FASTEN TO WOODBLOCKING

FLASH PER ROOFMANUF. WARRANTYDETAIL

SEE ROOFDESCRIPTIONS ONROOF PLAN

1/2" PLYWOOD OVER2x WOOD BLOCKING -BOTH SIDES

FILL VOID W/ BATT INSUL.

2x WOOD BLOCKING

6"

CONT. CLIP

FLASH PER ROOF MANUF.WARRANTY DETAIL

2x WOO BLOCKING

1/2" PLYWOOD W/ POSITIVEDRAINGE AWAY FROMPARAPET

FILL VOID W/ RIGID INSUL.(R=5/IN.)

METAL ROOF DECK AND ANGLE - SEESTRUCT.

EXIST. BRICK ANDCMU COMPOSITEWALL

EXIST. ROOFINGSYSTEM

2"

2x WOODBLOCKING

EXIST. BAR JOIST

3/8" ANCHOR BOLT @ 48" O.C.


A8

SEE 1A500 FOR TYPICALCONSTRUCTION NOTES

(2) 2x8 WOODBLOCKING

3/4" x 3/4" CONT.KERF

3 5/8" METAL STUDS @ 16"O.C. ASREQUIRD INWF BEAM VOID

WF BEAM - SEESTRUCT.

1/2" GYP. BD. SHEATHING

2'-0

"

E JOIST BRGWEST

113'-4"

JOIST BRG114'-0"


A8

CONC. SLAB ON METALDECK - SEE STRUCT.

WF BEAM - SEE STRUCT.

B3METAL DECK AND ANGLE -SEE STRUCT.

2" CMU @ BEAM BRG.

1/2" PLYWOOD OVER 1xWOOD BLOCKING

EXTEND COMPOSITE GIRTS& GYP. BD. SHEAHING TOROOF DECK

SEE ROOF PLAN FORROOF DESCRIPTION

FLASH PER ROOF MANUF.WARRANTY DETAIL

PREFINISHED SHEET METALCOUNTER FLASHING

PREFINISHED SHEET METALTHRU-WALL RECEIVERFLASHING EXTEND BACK TOGIRTS AND UP 8" - FASTEN W/TERM BAR TO GIRTS

FIRST FLOOR100'-0"

A1

RIGID INSUL. (R=5/IN.) INLIEU OF SPRAY FOAM ATFLASHING

CAVITY MORTAR CONTROL

BRICK VENTS/WEEPS @24" O.C.

S.S. FLASHING - EXTENDBEYOND VENEER FACE

GRADE - SEE CIVIL

2" RIGID INSUL. (R=5/IN.)

CONC. FDN. WALL - SEESTRUCT.

BOND BREAK - SEESTRUCT.

CONC. SLAB - SEESTRUCT.

FLEXIBLE MEMBRANEFLASHING - EXTENDOVER TOP OF S.S.FLASHING

A3

SEE 1A500 & 3A500 FORTYPICAL CONSTRUCTIONNOTES

2x8 WOOD BLOCKING

A3

VENTS/WEEPS @ 48"O.C. MAX.

STEEL PLATE, ANGLEAND CHANNEL - SEESTRUCT. - PAINTEXPOSED STEEL


CAST STONE FASTENERSDESIGNED/SUPPLIED BYMANUF.


INTEGRALLY COLOREDACRYLIC COATING OVER5/8" GYP. SHEATHING

CEILING SUSPENSIONSYSTEM

BACKER ROD & SEALANT@ PERIMETER

BOND BEAM - SEESTRUCT.

FLEXIBLE MEMBRANEFLASHING - EXTENDOVER TOP OF S.S. FLASHING

JOIST BRG114'-0"

A3

A1


1 1/2"

4" FACE BRICK

3 5/8"3/8"

2'-0

"

JOIST BRG114'-0"

A3

A1


VENTS/WEEPS @ 48" O.C.MAX. (TOP & BOTTOM)




INSTALL BACKER ROD& SEALANT @ CASTSTONE/BRICK JOINT

2'-0

"

DRILL AND ANCHOR BLOCKINGTO CAST STONE

FIRST FLOOR100'-0"

A1

4" FACE BRICK


3 5/8"3/8"

BRICK VENT AT EACHSIDE OF BUMP-OUT

FIRST FLOOR100'-0"

A2

1"

VENTS/WEEPS BETWEENEACH PANEL




FLEXIBLE MEMBRANEFLASHING - EXTEND

OVER TOP OF S.S. FLASHING

SHIM TO ALLOW FORBASE FLASHING

EMBED BY CONTR.-SEE STRUCTURAL

JOIST BRG114'-0"


A1

BOND BEAM - SEESTRUCT.

TS BEAM - SEESTRUCT.

FILL VOID W/ RIGIDINSUL. (R=5/IN.)


INTEGRALLY COLOREDACRYLIC COATINGOVER 5/8" GYP. SHEATHING

BACKER ROD & SEALANT @ PERIMETER

BRICK VENTS/WEEPS@ 24" O.C.


FILL VOID W/ NEOPRENEDECK FILLER - INSTALL RATED TOP OF WALLSYSTEM @ RATED WALLS

JOIST BRG114'-0"


A8

3 5/8"

1 3/4"

3 1/2"

1/2" PLYWOOD OVERDOUBLE 2x6 WOODBLOCKING

EXTEND GYP. BD.SHEATHING AND COMPOSITE GIRTS

PREFINISHED SHEETMETAL FLASHING

FLEXIBLE MEMBRANEFLASHING - FASTEN TOWALL W/ TERM BAR

1/2" PLYWOOD OVERSLOPED (1/2") 2x WOODBLOCKING

CONT. CLIP

CONT. KERF

DOUBLE 2x8 WOODBLOCKING


VENTS/WEEPS BETWEENEACH PANEL (TOP & BOTTOM)


CAST STONE PANEL

AIR SPACE

STEEL ANGLE, PLATE& WF BEAM - SEE STRUCT. - PAINT EXPOSED STEEL



2x WOOD BLOCKING- TOP & BOTTOM

TERMINATION BAR

FIRST FLOOR100'-0"

A4


S.S. FLASHING - EXTENDBEYOND FOUNDATION FACE

A3

A4

SEE 1A500, 3A500 & 8A500 FOR TYPICAL CONSTRUCTIONNOTES

2x8 WOOD BLOCKING

BACKER ROD & SEALANT BETWEENLINTEL AND METALPANEL


JOIST BRG D119'-4"

A1


2x8 WOOD BLOCKING

BRICK VENTS/WEEPS @24" O.C.

2'-

0'

A1

A2

WF BEAM & STEEL PLATE- SEE STRUCT. - PAINT

EXPOSED STEEL

CAST STONE FASTENERSDESIGNED/SUPPLIED BY

MANUF.

VENTS/WEEPS BETWEENEACH PANEL

(TOP & BOTTOM)

WEEP / VENT AT 24" O.C.


FLEXIBLE MEMBRANEFLASHING- EXTEND OVER

TOP OF S.S. FLASHING

S.S. FLASHING- EXTENDBEYOND PC VENEER FACE

RIGID INSUL. (R=5/IN.) INLIEU OF SPRAY FOAM AT

FLASHING

JOIST BRG D119'-4"

A4


2'-0

"

A4


METAL ROOF DECK, WF BEAM, ANGLE &PLATE - SEE STRUCT.- PAINT EXPOSED STEEL

Key Plan:

HSR Project Number:

Project Date:

Drawn By:

Last Update:



PHONE: 608.784.1830FAX: 608.782.5844


Consultant:

Revisions:

Graphic Scale:

VARIES

Sheet T

itle

:

Pro

ject Location:

Pro

ject T

itle

:

11/2/2018 10:57:26 AM

A500

MPL/JTD

18022

OCTOBER 19, 2018

DE

TA

ILS

AD

DIT

ION

AN

D R

EM

OD

EL

ING

1025 T

ow

n S

treet

Pre

nti

ce,W

I 54556

PR

EN

TIC

E S

CH

OO

L D

IST

RIC

T

1 1/2" = 1'-0"1ROOF PARAPET DETAIL


1 1/2" = 1'-0"6ROOF/WALL/FLOOR DETAIL

1 1/2" = 1'-0"7WALL BASE DETAIL


1 1/2" = 1'-0"8SOFFIT/WALL DETAIL





1 1/2" = 1'-0"11WALL/FLOOR DETAIL

1 1/2" = 1'-0"12SOFFIT/WALL DETAIL



1 1/2" = 1'-0"15ROOF PAPAPET DETAIL

1 1/2" = 1'-0"16WALL/SOFFIT DETAIL


1 1/2" = 1'-0"18WALL/ROOF DETAIL


BID

PA

CK

AG

E 3




F

B3b

JOIST BRG D119'-4"

A1

SEE 1A500 & 3A500 FOR TYPICALCONSTRUCTION NOTES

A1

A3

A1


2'-8

"




A10


2" WIDER ATWALL TYPE A11

WEEP/VENT BETWEENEACH PANEL ANDPANEL/BRICK

FIRST FLOOR100'-0"

A10

SEE 10A500 FOR TYPICALCONSTRUCTION NOTESF

JOIST BRG D119'-4"

LOUVER- SEEMECHANICAL

SHIM

BACKER RODAND SEALANT

CONTINUOUS 2XWOOD BLOCKING

COMPOSITE 3 1/2"ZEE GIRT

SEE ROOF DESCRIPTIONON ROOF PLN

PREFINISHED SHEET METAL COUNTER FLASHING

B3

PREFINISHEDSHEET METAL SILL

7

JOIST BRG114'-0"


A8

A1

6.9 7.1




STEEL TUBE-SEE STRUCTURAL

CONTINUOUSDECK ANGLE-

MATCH ANGLE OF ROOF JOISTS

FILL VOID ANDDECK FLUTES W/

INSULATION

SEE ROOF PLAN FORROOF DESCRIPTIONS

FLASH PER ROOFMANUF. WARRANTY DETAIL


PREFINISHED SHEET METALCOUNTER FLASHING

PREFINISHED SHEET METALTHRU-WALL RECEIVER

FLASHING EXTEND BACK TOGIRTS AND UP 8" - FASTEN W/

TERM BAR TO GIRTS

A8

A8

PREFINISHED METAL CORNER FASTENING- BY INSTALLER

A8

A4


METAL PARAPET BELOW

A8

A4

METAL PARAPET BELOW


Key Plan:

HSR Project Number:

Project Date:

Drawn By:

Last Update:



PHONE: 608.784.1830FAX: 608.782.5844


Consultant:

Revisions:

Graphic Scale:

VARIES

Sheet T

itle

:

Pro

ject Location:

Pro

ject T

itle

:

11/2/2018 10:57:29 AM

A501

MPL/JTD

18022

OCTOBER 19, 2018

DE

TA

ILS

AD

DIT

ION

AN

D R

EM

OD

EL

ING

1025 T

ow

n S

treet

Pre

nti

ce,W

I 54556

PR

EN

TIC

E S

CH

OO

L D

IST

RIC

T

1 1/2" = 1'-0"1ROOF DETAIL

1 1/2" = 1'-0"2ROOF DETAIL


1 1/2" = 1'-0"4WALL DETAIL




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

1 1/2" = 1'-0"7MEZZ. FLOOR-WALL DETAIL

1 1/2" = 1'-0"10MEZZAINE WALL DETAIL



BID

PA

CK

AG

E 3


FLOOR SLAB-SEE STRUCTURAL

1 1/2" = 1'-0"8WALL DETAIL


EQ. 5 3/4" EQ.

B3b


BENT METALEXPANSIONJOINT COVER


FILL VOID W/RIGID INSULATION

EXISTING LINTELTO REMAIN

HM FRAME-GROUT SOLID

EQ. 5 3/4" EQ

B3b


BENT METALEXPANSIONJOINT COVER


FILL VOID W/RIGID INSULATIONJAMB ANCHORS


EQ. 5 3/4" EQ.

B3b

1'-3"+/- 3/4"

1 1

/2"

SOLID SURFACESILL

GROUT EXISTNG CMUCORES SOLID AT SILLLOCATIONS

GROUT CMU CORESSOLID AT WINDOW

LOCATIONS

2X WOODBLOCKING

HM FRAME-GROUT SOLID B3b

EQ. 5 3/4" EQ.EXPANSIONJOINT SYSTEM

STEEL BEAM ANDPLATE- SEE STRUCT.-PAINT EXPOSED STEEL

CMU INFILL


2X CONTINUOUSWOOD BLOCKING

B3b

EQ. 5 3/4" EQ.

SAWTOOTH NEWCMU AT NEW JAMB LOCATIONS

EXISTING EXTERIORWALL

JAMBANCHOR


4" SOLID CMU

FIRST FLOOR100'-0"

B3b

EQ. 5 3/4" EQ.

A

3" 6"

A1


SH

OW

AW

NIN

GA

ND

FLA

SH

ING

A

3/4"7"6"3"

1 1

/2"

A1

CAST STONESILL

WEEP/ VENT AT 24" O.C.

FLEXIBLE MEMBRANEFLASHING- EXTEND OVER

TOP OF S.S. FLASHING

S.S. FLASHING- EXTENDBEYOND VENEER FACE

A

1 1/2" 3" 6" 7" +/- 3/4"

A1


WRAP AIR BARRIEROVER WOOD BLOCKING

CAST STONESILL BELOW

PREFINISHED ALUM STOREFRONT SYSTEM

SOLID SURFACESILL BELOW


SHIM

7" 6"

A1

NOBRICK






A1

D31 A2

6" 3"

FIRST FLOOR100'-0"

7" 6" 3"

3/4" 4"

EXPANSION MATERIAL

ALUM THRESHOLDSET IN SEALANT

6" 3"

A1RIGID INSUL. (R=5/IN.) INLIEU OF SPRAY FOAM ATFLASHING




STEEL LINTEL- SEESTRUCTURAL- PAINTEXPOSED STEEL

FLEXIBLE FLASHING MEMBRANE- EXTEND OVER

SS. FLASHHING

BOND BEAM-SEE STRUCTURAL


CONTINUOUS WOODBLOCKING

A1

D3

D3

D3

B3A1

6" 3"

ALUM DOOR FRAME

CLOSE OFF CAVITY WITHEXTRUDED INSULATION

WRAP AIR BARRIERAROUND WOOD BLOCKING


SHIM


JOIST BRG114'-0"

6" 3"

A3

SEE 1A500 & 3A500 FOR TYPICALCONSTRUCTION NOTES



STEEL LINTEL- SEESTRUCTURAL- PAINTEXPOSED STEEL

WEEP/VENT BETWEEN PANELS


VENEER LINTEL- SEESTRUCTURAL- PAINTEXPOSED STEEL

FLEXIBLE MEMBRANE FLASHING-EXTEND OVER TOP OF S.S. FLASHING

3/4" 7" 6" 4" 1/2"

A2



SHIM


CAST STONE SILL BELOW


PREFINISHED ALUMSTOREFRONT SYSTEM

FIRST FLOOR100'-0"

6" 3" 1"

A1

3/4"

1 1

/2"

1 1/2"

CAST STONE SILL

FLEXIBLE FLASHING- EXTENDOVER TOP OF S.S. FLASHING




BACKER ROD AND SEALANTPREFINISHED ALUMSTOREFRONT SYSTEM

SOLID SURFACE SILL

WALL TYPEVARIES

SEE SCHED

SE

E S

CH

ED

4"

LINTELSEE STRUCT

MORTAR FILL HM FRAME

1 3/4" DOOR AS SCHEDULED

HM FRAME (PAINT)SEAL PERIMETER BOTH SIDES

Key Plan:

HSR Project Number:

Project Date:

Drawn By:

Last Update:



PHONE: 608.784.1830FAX: 608.782.5844


Consultant:

Revisions:

Graphic Scale:

VARIES

Sheet T

itle

:

Pro

ject Location:

Pro

ject T

itle

:

11/2/2018 10:57:34 AM

A510

MPL/JTD

18022

OCTOBER 19, 2018

DO

OR

-WIN

DO

W D

ET

AIL

S

AD

DIT

ION

AN

D R

EM

OD

EL

ING

1025 T

ow

n S

treet

Pre

nti

ce,W

I 54556

PR

EN

TIC

E S

CH

OO

L D

IST

RIC

T

1 1/2" = 1'-0"1WDO. HEAD DETAIL

1 1/2" = 1'-0"2WDO. JAMB DETAIL

1 1/2" = 1'-0"3WDO. SILL DETAIL

1 1/2" = 1'-0"4DOOR HEAD DETAIL

1 1/2" = 1'-0"5DOOR JAMB DETAIL

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





1 ADD 1 10-25-18



1 1/2" = 1'-0"12DOOR SILL DETAIL



1 1/2" = 1'-0"15WDO. HEAD/ROOF DETAIL



BID

PA

CK

AG

E 3



D

D31

D.1

D

OVERHEAD DOORTRACK

OVERHEAD DOOR -SEE DOOR SCHEDULE

DOOR JAMB FRAMING/DESIGN BY STUD MANUF.

HM FRAME & DOOR -SEAL PERIM. BOTH SIDES- SEE DOOR SCHEDULE.

D31

8 1/4"

A3


BOND BEAM LINTEL-SEE STRUCTURAL




VENEER LINTEL- SEESTRUCTURAL- PAINTEXPOSED STEEL



6" 3"

A4

A1

BELOW

6" 3" 1 1/2"

CAST STONESILL BELOW

SOLID SURFACE SILL BELOW




SHIM

A3

3"6"

A1

BELOW

6" 3" 1 1/2"3/4"

STEEL COLUMN-SEE STRUCTURAL

ALUM STOREFRONTWINDOW SYSTEM

SEAM AT CENTEROF COLUMN-

SEAL JOINT AS REQUIRED


CAST STONE SILLBELOW

BREAK METAL ENCLOSURETO MATCH WINDOW FRAME

FINISH OVER WOOD BLOCKINGAS REQUIRED

D3A4

3 1/2"

1/2"

6"

RETURN GYP BDTO ALUM FRAME



S.S. FLASHING- EXTEND PAST VENEER FACE

WRAP AIR BARRIER AROUNDWOOD BLOCKING

STEEL LINTEL-SEE STRUCTURAL

A2D3

6" 5 1/4"




2X CONTINUOUS WOOD BLOCKING


ALIGN WDW FRAME WITHEDGE OF EXISTING FOUNDATION

4"6"3/4"

1 1

/2"

D9


SOLID SURFACEWINDOW SILL

2X WOOD BLOCKING

SEALANT ATPERIMETER

SPANDREL GLASSBELOW SILL

FIRST FLOOR100'-0"

6"

D9 ALIGN WDW FRAMEWITH EDGE OF EXISTINGFOUNDATION WALL

GROUT TOP CORE OFEXISTING CMU FOUNDATION SOLID

S.S. FLASHING- EXTENDBEYOND FACE OFFOUNDATION

OVERHEAD DOORTRACK

INSUL. OVERHEAD DOORW/ WEATHERSTIPPING -SEE DOOR SCHEDULE

1/4" BENT STEEL PLATEW/ STRAP ANCHORS @16" O.C. - PAINT

CLOSE OFF CAVITY W/2x WOOD BLOCKING

E STAGE FLOOR-WEST

104'-0"

3" 6" 3" 6"

3/4"9" +/-6"3"

1 1

/2"

EXTRUDED ALUM.WDO. SILL ANDCLIPS - SET INGROUT

SE

E F

RA

ME

ELE

V.

SEALANT AT PERIMETER BOTH SIDES

DOUBLE METAL STUD

SEE DOOR SCHEDULE FOR DOOR TYPE

SEE PLAN

CONTINUOUS LEAD LINING THROUGHOUT FRAME. OVERLAPWITH LEAD LINED WALL (WHERE SCHEDULED)

HOLLOW METAL FRAME WITH METAL STUD ANCHORS @ JAMB - PAINT

SEE SCHED

METAL RUNNER TRACK

SEE PLAN

2"

SE

E F

RA

ME

ELE

V.

SEALANT AT PERIMETER BOTH SIDES

DOUBLE METAL STUDS

SEE DOOR SCHEDULE FOR DOOR TYPE AND FRAME ELEVATIONS FOR GLASS TYPE

SEE PLAN

ALUM. STOREFRONT DOOR / WINDOW FRAME SYSTEM

4 1/2"

METAL RUNNER TRACK

SEE PLAN

METAL EDGE TRIM BOTH SIDES

SHIM

2"

Key Plan:

HSR Project Number:

Project Date:

Drawn By:

Last Update:



PHONE: 608.784.1830FAX: 608.782.5844


Consultant:

Revisions:

Graphic Scale:

VARIES

Sheet T

itle

:

Pro

ject Location:

Pro

ject T

itle

:

11/2/2018 10:57:38 AM

A511

MPL/JTD

18022

OCTOBER 19, 2018

DO

OR

-WIN

DO

W D

ET

AIL

S

AD

DIT

ION

AN

D R

EM

OD

EL

ING

1025 T

ow

n S

treet

Pre

nti

ce,W

I 54556

PR

EN

TIC

E S

CH

OO

L D

IST

RIC

T


1 1/2" = 1'-0"1OH DOOR HEAD DETAIL

1 1/2" = 1'-0"2OH DOOR JAMB DETAIL

1 1/2" = 1'-0"3WDO. HEAD/ROOF DETAIL



1 1/2" = 1'-0"6WDO. MULLION DETAIL



1 1/2" = 1'-0"10WDO. MULLION/WALL DETAIL


1 1/2" = 1'-0"12OH DOOR HEAD DETAIL

1 1/2" = 1'-0"13OH DOOR JAMB DETAIL

1 1/2" = 1'-0"14OH DOOR SILL DETAIL




1 1/2" = 1'-0"18DOOR HEAD/JAMB DETAIL

1 1/2" = 1'-0"19DOOR HEAD/JAMB DETAIL

BID

PA

CK

AG

E 3

DETAIL 7 NOT USED

ALTERNATE ALTERNATE ALTERNATE

ALTERNATE ALTERNATE ALTERNATE


1

1111

B3b

8 3

/4"

HM DOOR AND FRAME- SEAL PERIMETER -BOTH SIDES - FILL FRAME W/ GROUT

JAMB ANCHOR

2" CMU

EXIST. 12" CMU

4"

E STAGE FLOOR-EAST

103'-2"

FINISH FLOOR100'-0"FIRST FLOOR100'-0"

4" INFILL100'-4"


4" INFILL100'-4"

A

A1a

B3b

FIRST FLOOR100'-0"


4" INFILL100'-4"

Key Plan:

HSR Project Number:

Project Date:

Drawn By:

Last Update:



PHONE: 608.784.1830FAX: 608.782.5844


Consultant:

Revisions:

Graphic Scale:

VARIES

Sheet T

itle

:

Pro

ject Location:

Pro

ject T

itle

:

11/2/2018 10:57:42 AM

A512

Author

18022

OCTOBER 19, 2018

DO

OR

-WIN

DO

W D

ET

AIL

S

AD

DIT

ION

AN

D R

EM

OD

EL

ING

1025 T

ow

n S

treet

Pre

nti

ce,W

I 54556

PR

EN

TIC

E S

CH

OO

L D

IST

RIC

T


1 1/2" = 1'-0"1127A 143A Door Hd

1 1/2" = 1'-0"3127A 143A Dr Jm 1

1 1/2" = 1'-0"2127A 143A Dr Jm 2


1 1/2" = 1'-0"5149B 249A Dr Hd

1 1/2" = 1'-0"6149B 249B Dr Jm 2


1 1/2" = 1'-0"8149B Dr Sl

1 1/2" = 1'-0"9210 213 222 Dr Hd

1 1/2" = 1'-0"10210 213 222 Dr Sl 2

1 1/2" = 1'-0"11223 Dr Hd

1 1/2" = 1'-0"12223 Dr Sl

1 1/2" = 1'-0"13239 Dr Hd


1 1/2" = 1'-0"15239 Dr Sl

1 1/2" = 1'-0"16253 ABC Hd

1 1/2" = 1'-0"17253ABC Dr Jm

1 1/2" = 1'-0"18253ABC Sl

1 1/2" = 1'-0"19253DEF Dr Hd

1 1/2" = 1'-0"20253 DEF Dr Sl


BID

PA

CK

AG

E 3

E STAGE FLOOR-WEST

104'-0" JOIST BRG114'-0"


Key Plan:

HSR Project Number:

Project Date:

Drawn By:

Last Update:



PHONE: 608.784.1830FAX: 608.782.5844


Consultant:

Revisions:

Graphic Scale:

VARIES

Sheet T

itle

:

Pro

ject Location:

Pro

ject T

itle

:

11/2/2018 10:57:44 AM

A513

Author

18022

OCTOBER 19, 2018

DO

OR

-WIN

DO

W D

ET

AIL

S

AD

DIT

ION

AN

D R

EM

OD

EL

ING

1025 T

ow

n S

treet

Pre

nti

ce,W

I 54556

PR

EN

TIC

E S

CH

OO

L D

IST

RIC

T


1 1/2" = 1'-0"1270A Dr Hd

1 1/2" = 1'-0"2270A Dr Sl

1 1/2" = 1'-0"3280A Dr Hd

1 1/2" = 1'-0"4280A Dr Jm

1 1/2" = 1'-0"5280A Dr Sl

1 1/2" = 1'-0"6Ctr Dr hd 233B

1 1/2" = 1'-0"7Ctr Dr Jm 233B

1 1/2" = 1'-0"8Ctr Dr Sl 233B


BID

PA

CK

AG

E 3

A2

MASONRY PIER-SEE STRUCTURAL

D3


SAWTOOTH IN BRICKAS REQUIRED TO MEET

NEW PRECAST



A2


D3

1"

SEALANT

SECURE CONTINUOUSANGLE TO EXISTING BRICK

W/ ANCHOR BOLTS

GROUT SOLID

D27

D2

D2D31

D31

2'-2"

10

1/2

"

CASEWORK -SEE PLANS ANDELEVATIONS

CASEWORK -SEE PLANS ANDELEVATIONS

1'-0

"

B2c

B2cD2

1'-0 1/2"

D2

DEFLECTION BEAD

DEFLECTION BEADEXISTINGCOLUMN

D3

10 1/2"

11

1/8

"

HOLD STUDSTIGHT TOCOLUMN

TO 4" ABOVEFINISH CLG

FIRST FLOOR100'-0"

4" INFILL100'-4"

B2

BOND BREAK @PERIMETER - SEESTRUCT.

4"

D3

CONC. SLAB - SEESTRUCT.

EXIST. CONC. SLAB

VAPOR BARRIER

COMPACTED FILL

FLOOR INSULATION

RADIANT FLOORTUBING

CONCRETE SLAB

SIMILAR CONDITION AT DOOR AND WINDOW HEADS AND WINDOW SILLS

SEE STRUCTURAL FOR LINTEL - TYPICAL

FLEXIBLE MEMBRANE FLASHING

MIN

.

1 1

/2"

TURN UP FLASHING TO FORM END DAM AT EACH END OF WINDOW HEAD LINTEL AT MASONRY HEAD JOINT

CORNERS SHALL BE FOLDED INTO "BREADPAN" STYLE CORNER

PITCH

BEARING DEPTH

MATCH

PREFINISHED SHEETMETAL LINTEL FLASHINGSET IN SEALANT EXTENDTO DAYLIGHT

B3c


2"

SUSPENDED GYP BDCEILING SYSTEM

4"

SHOWER CURTAINROD @ 7'-0" AFF

A11

A10

2"

CLOSE OFF CAVITY WITH EXTRUDEDINSULATION

1'-0

"

A4

A2PREFINISHED METAL JAMB TRIM- BY INSTALLER


Key Plan:

HSR Project Number:

Project Date:

Drawn By:

Last Update:



PHONE: 608.784.1830FAX: 608.782.5844


Consultant:

Revisions:

Graphic Scale:

VARIES

Sheet T

itle

:

Pro

ject Location:

Pro

ject T

itle

:

11/2/2018 10:57:48 AM

A514

MPL/JTD

18022

OCTOBER 19, 2018

MIS

C D

ET

AIL

S

AD

DIT

ION

AN

D R

EM

OD

EL

ING

1025 T

ow

n S

treet

Pre

nti

ce,W

I 54556

PR

EN

TIC

E S

CH

OO

L D

IST

RIC

T


1 1/2" = 1'-0"1WALL PLAN DETAIL

1 1/2" = 1'-0"2WALL PLAN DETAIL

1 1/2" = 1'-0"4ROOF LEADER DETAIL


1 1/2" = 1'-0"7LOUNGE COLUMN

1 1/2" = 1'-0"8RAISED FLOOR DETAIL

1 1/2" = 1'-0"9IN-FLOOR HEAT DETAIL

1" = 1'-0"10HEAD FLASHING DETAIL

1 1/2" = 1'-0"11OPENING JAMB DETAIL

BID

PA

CK

AG

E 3

1 1/2" = 1'-0"12BULKHEAD DETAIL

1 1/2" = 1'-0"13SKYLIGHT DETAIL

1 1/2" = 1'-0"14CEILING DETAIL





1 1/2" = 1'-0"17PRECAST OFFSET DETAIL

1 1/2" = 1'-0"18MTL PANEL-PRECAST DETAIL


(e)1

8J7

W/ (

3) L

INE

S O

F B

RID

GIN

G

(e)1

6WF

40(e

)14W

F34

(e)1

4WF

30(e

)16W

F36

1'-9

" (V

.I.F

.)(5

) E

Q S

PA

AT

4'-0

" =

20'

-0"

(e)1

6WF

40

(e)1

6WF

36

(e)1

8J6

W/ (

4) L

INE

S O

F B

RID

GIN

G

(e)1

8J6

W/ (

4) L

INE

S O

F B

RID

GIN

G

12'-0

" (V

.I.F

.)4'

-0"

4'-0

"4'

-3"

4'-3

"

(e)2

2GA

ST

EE

L R

OO

F D

EC

K

(e)2

2GA

ST

EE

L R

OO

F D

EC

K

4S810R

______

3S810R

______

REINFORCE WEBS OF THESE (4) JOISTS 5'-0" FROM EACH END (SEE 10/S811) AND 18'-0" OF T&B CHORDS (CENTERED ON JOIST SPAN, SEE 11/S811).

(2) CHANNELS UNDER RTU, EXTENDING 1'-0" PAST EACH END OF RTU (OVER (4) JOISTS). SEE 4/S810.

(4) CHANNELS UNDER RTU, EXTENDING 1'-0" PAST EACH END OF RTU (OVER (2) JOISTS). SEE 4/S810.

4S810R

______

3S810R

______

REINFORCE WEBS OF THESE (4) JOISTS 6'-0" FROM EACH END (SEE 10/S811) AND 20'-0" OF T&B CHORDS (CENTERED ON JOIST SPAN, SEE 11/S811).

4'-1

"22

'-0"

4'-

1"REINFORCE 22'-0" OF THIS GIRDER (SEE

12/S811)

L13

MP1

L7L7

8"

2'-0

"

VE

RIF

Y I N

FIE

LD

22 S

PA

@ 4

'-0"

= 8

8'-0

"4"

(e)

18J7

W/ (

3) R

OW

S B

RID

GIN

G

(e)1

2WF

27 (

111'

-4")

SH

OR

E E

XIS

TIN

G F

RA

MIN

G A

S R

EQ

'D F

OR

INS

TA

LAT

ION

OF

NE

W W

ALL

AN

D M

AS

ON

RY

PIE

R

L5

W12

X30

HSS3x3x3/8BP2

HSS3x3x3/8BP2

29'-4

" (V

.I.F

.)

VERIFY w/ ARCH.

19S811

______

13

(e) 8" PRECAST PLANK

14S810R

______

14S810R

______

W16X40

W16X40

W12

X30

W12

X30

W12X30

W12

X30

W12X30W12X30

W21X73114'-0"

L12

L12

L12

L12

L12

18S811

______

TYP.

18S811

______

TYP.

14

C1 / W14x90

W18

x35

(4,2

,4)

c=1"

(12

0'-0

")

36G

8N 1

2.5K

INDICATES BEAM FRAMING OVER OR THRU HSS OR WF COLUMN

INDICATES BEAM FRAMING INTO SIDE OF HSS OR WF COLUMN

INDICATES BEAM-TO-COLUMN MOMENT FRAME CONNECTION

COLUMN MARK / COLUMN SIZE

TOP OF STEEL ELEVATION

BEAM DESIGNATION

JOIST GIRDER DESIGNATION

INDICATED LOCATION OF BEAM SPLICE

INDICATES EXISTING BEAM / JOIST FRAMING INTO SIDE OF NEW GIRDER

INDICATES BEAM / JOIST FRAMING INTO SIDE OF GIRDER

INDICATES BEAM / JOIST FRAMING OVER GIRDER

INDICATES MOMENT CONNECTION BETWEEN BEAMS ACROSS GIRDER IN SAME HORIZONTAL PLANE

STRUCTURAL STEEL LEGEND

SHOP CAMBER

FIELD APPLIED SHEAR STUDS BETWEEN BEAM ENDS AND/OR CONCENTRATED LOADS

MEMBER SIZES OR MARKS WITH A PREFIX OF "(e)" ARE EXISTING ELEMENTS

(e)W

18x3

5

ROOF FRAMING KEY NOTES

1

2

3

4

SEE 8A/S810 FOR REINFORCING AT BOUNDARY ELEMENTS OF THIS WALL SEGMENT

SEE 8B/S810 FOR REINFORCING AT BOUNDARY ELEMENTS OF THIS WALL SEGMENT

SEE 8C/S810 FOR REINFORCING AT BOUNDARY ELEMENTS OF THIS WALL SEGMENT

SHEAR TAB CONNECTION TO W24

REFER TO DETAIL 18/S810 FOR VENEER LINTEL

COLUMN (SEE PLAN) UP TO BOTTOM OF LINTEL

JOISTS SELECTED BASED ON FULL DRIFT FOR FULL LENGTH (SL = 116 PSF)

VERIFY EXISTING FRAMING CONSTRAINTS AND DIMENSIONS IN FIELD BEFORE JOIST FABRICATION

5/8" PLYWOOD OVER 10" CFMF FLOOR JOISTS AT 16" O.C.. FINAL MEZZANINE DESIGN BY CFMF SUPPLIER. 125 PSF LIVE LOAD. FINISH FLOOR ELEV = 108'-9 1/4"

HEADER BY CFMF DESIGNER CAPABLE OF TRANSFERRING WIND LOAD AROUND OPENING.

BEAM RUNS AT A SKEW (3" SKEW OVER 24'-11" COLUMN TO COLUMN LENGTH). EXTEND JOIST SEATS AS NECESSARY TO MEET MINIMUM BEARING REQUIREMENTS.

REFER TO DETAIL 16/S811 FOR VENEER LINTEL.

FOLDING PARTITION, SEE ARCHITECTURAL PLANS. STRUCTURAL BASIS OF DESIGN IS HUFCOR 630 SERIES (10 PSF WEIGHT OR LESS).

FOLDING GLASS PARTITION, SEE ARCHITECTURAL PLANS. STRUCTURAL BASIS OF DESIGN IS HUFCOR SERIES GA1 (10 PSF WEIGHT OR LESS).

MINIMIZE DEMO OF EXISTING ELEMENTS REQUIRED FOR INSTALLATION OF NEW FRAMING AND FOUNDATIONS.

STOP MOMENT FRAME BEAM AT FACE OF MASONRY WALL (LEAVE 1/2" GAP).

SEE 22/S811 FOR BEAM PASSING OVER COLUMN DETAIL.

SEE 1/S002 FOR TYPICAL BEAM TO COLUMN MOMENT CONNECTION DETAIL.

5

6

7

8

9

10

11

12

13

14

15

16

17

18

ROOF FRAMING PLAN NOTES

1. TOP OF BASE STEEL (JOIST BEARING) ELEVATION = (XXX'-X").

2. ROOF DECKING SHALL BE 1 1/2" x 20GA WIDE RIB PRIME PAINTED METAL ROOF DECK FASTENED TO SUPPORTING STRUCTURE USING 36/4 PATTERN OF ANY OF THE ATTACHMENT METHODS SHOWN IN DETAIL 1/S810 WITH #10 TEK SIDELAP FASTENERS AT 18" OC. PROVIDE DECK WITH THE FOLLOWING PROPERTIES:

THICK = 0.0358 in Ip = 0.201 in4/ft S p = 0.234 in3/ftF y = 33 KSI In = 0.222 Sn = 0.247 in3/ft

INSTALL DECK UNDER 3 OR MORE SPAN CONDITIONS.

3. ROOF DECKING SHALL BE 1 1/2" x 20GA WIDE RIB ACOUSTIC PRIME PAINTED METAL ROOF DECK FASTENED TO SUPPORTING STRUCTURE USING 36/4 PATTERN OF ANY OF THE ATTACHMENT METHODS SHOWN IN DETAIL 1/S810 WITH #10 TEK SIDELAP FASTENERS AT 18" OC. PROVIDE DECK WITH THE FOLLOWING PROPERTIES:

THICK = 0.0358 in Ip = 0.201 in4/ft S p = 0.234 in3/ftF y = 33 KSI In = 0.222 Sn = 0.247 in3/ft

INSTALL DECK UNDER 3 OR MORE SPAN CONDITIONS.

4. PROVIDE 8" HIGH BOND BEAM WITH (2) #4 CONTINUOUS AT AND ADJACENT TO JOIST BEARING ELEVATIONS UNLESS NOTED OTHERWISE. WHERE JOIST BEARING IS NOT AT COURSING, PROVIDE PARTIAL HEIGHT BLOCK GROUTED SOLID TO TOP OF BOND BEAM. WIDTH OF BOND BEAM TO MATCH WALL THICKNESS AND IS TO RUN CONTINUOUS THROUGH CONTROL JOINTS. PROVIDE CORNER BARS WHERE THEY OCCUR AND LAP ALL BOND BEAM STEPS A MINIMUM OF 24".

5. JOIST SUPPLIER TO PROVIDE CONTINUOUS TOP AND BOTTOM CHORD HORIZONTAL ANGLE BRIDGING AS REQUIRED. PROVIDE DIAGONAL X-BRIDGING WHERE INDICATED.

6. PROVIDE ANGLE FRAME SUPPORT AT ALL ROOF OPENINGS IN ACCORDANCE WITH DETAIL 3/S810.

7. REFER TO SHEET S002 FOR COLUMN SCHEDULE.

8. BRACE TOP OF NON-LOAD BEARING CMU WALLS IN ACCORDANCE WITH DETAILS 11/S810 & 12/S810.

9. ALL 8" CMU WALLS SHALL BE REINFORCED WITH (1) #5 VERTICAL (FULL WALL HEIGHT GROUTED) AT 48" O.C. UNLESS NOTED OTHERWISE ON PLAN.

Contractors are responsible for the means, methods, techniques,

sequences and procedures of construction including, but not limited to, temporary supports, shoring, forming to support imposed loads and

other similar items.

Key Plan:

HSR Project Number:

Project Date:

Drawn By:

Last Update:

HSR ASSOCIATES INC.100 MILWAUKEE STREETLA CROSSE, WISCONSIN

PHONE: 608.784.1830FAX: 608.782.5844

www.hsrassociates.comConsultant:

Revisions:

Graphic Scale:

VARIES

She

et T

itle:

Pro

ject

Loc

atio

n:

Pro

ject

Titl

e:

project number: 1180371

11/2/2018 10:28:43 AM

S202R

raSmith

18022

OCTOBER 19, 2018

FR

AM

ING

PL

AN

S -

UN

IT A

& E

AD

DIT

ION

AN

D R

EM

OD

EL

ING

1025

To

wn

Str

eet

Pre

nti

ce,W

I 545

56

PR

EN

TIC

E S

CH

OO

L D

IST

RIC

T

SCALE: 1/8" = 1'-0"S202R

2 UNIT A FRAMING PLANSCALE: 1/8" = 1'-0"S202R

1 UNIT E FRAMING PLAN - ALTERNATE ONLY

KEY PLAN

UNIT B

UNIT A

UNIT C

UNIT D

UN

IT E

No. Description DateBP3 10/19/18

3 BP3 ADD2 11/2/18

3

CL

SUPPORT

CL

SUPPORT

CL

SUPPORT

CL

SUPPORT

6"

6"

DECK LENGTH (3) S

PAN MINIMUM

3" MINIMUM LAP EACH END

*

*

*SEE PLAN FOR TYP FASTENER SPACING

ATTACH DECK TO SUPPORT AT 6" OC AT DECK END LAPS

ATTACH DECK AT 6" OC AT SUPPORT ADJACENT TO BUILDING PERIMETER/ EXPANSION JOINT

FASTENERS, TYPICAL SEE NOTES BELOW

PROVIDE #10 TEK SIDELAP FASTENERS IN ACCORDANCE WITH SDI RECOMMENDATIONS IF NOT INDICATED OTHER ON PROJECT DRAWINGS

FAST DECK TO SUPPORTING MEMBERS USING FASTENING METHOD INDICATED ON DRAWINGS AND ACCORDING TO THE FOLLOWING REQUIREMENTS:a. WELDING (DEFAULT UNO): ALL WEDS ARE TO BE 5/8" DIA PUDDLE WELDS. USE

WELDING WASHERS ON ALL DECKS EQUAL TO OR LESS THANK 24GA THICKNESS.

b. SCREWING: BUILDEX #12 TEK SCREWS OR EQUAL.c. POWDER-ACTUATED FASTENERS: HILTI X-HSN 24 AND X-ENP 19L15, RAMSET

265D, OR APPROVED EQUAL (SUBMIT MANUFACTURER'S LITERATURE FOR APPROVAL ON EQUAL PRIOR TO USING POWDER-ACTUATED PRODUCT).

d. PNEUMATICALLY-DRIVEN FASTENERS: PNUETEK PINS OR EQUAL (SUBMIT MANUFACTURER'S LITERATURE FOR APPROVAL ON EQUAL PRIOR TO USING PNEUMATICALLY-DRIVEN PRODUCT).

WELDS OR FASTENERS AT 8" OC AROUND PLATE PERIMETER

AT DECK OPENINGS BETWEEN 6" AND 15"Ø OR 4" AND 9" SQUARE, PROVIDE 16 GAUGE STEEL PLATE REINFORCEMENT AS SHOWN

NOTE:A) NO PLATE REINFORCEMENT REQUIRED AT DECK OPENINGS SMALLER THAN 6"Ø OR 4" SQUARE.B) FOR DECK OPENINGS LARGER THAN 13"Ø OR 9" SQUARE, PROVIDE STEEL FRAME PER TYPICAL FRAMING AT ROOF OPENINGS DETAIL

JOIST OR BEAM SPACING

MECH/PLUMBING CONTRACTOR)ROOF OPENING (VERIFY WITH

FRAME OPENING WITH L3 1/2X 3 1/2X5/16

L4X4X1/4X0'-4" LONG

STEEL JOIST OR BEAM

1" MAX

NOTE:GC TO VERIFY SIZE, SHAPE AND LOCATION OF ALL ROOF OPENINGS WITH APPROPRIATE TRADES PROVIDING TYPICAL FRAME AT ALL OPENINGS:1. LARGER THAN 13"Ø OR 9" SQUARE OR2. SUPPORTING IN EXCESS OF 60LBS

EQUIPMENT LOADS

ROOF DECK ROOF DECK

L2x2x1/4 STRUTS, FIELD LOCATE AND WELD BETWEEN TOP CHORD PANEL POINT AND BOTTOM CHORD

HANGER, BY OTHERS

NOTE:PRIOR TO INSTALLATION, VERIFY LOADS WITH ENGINEER IF ACTUAL DIFFER FROM THOSE POSTED ON DRAWINGS.

NOTE:REINFORCEMENT REQUIRED AT ALL HANGING LOADS BETWEEN BOTTOM CHORD PANEL POINTS AND AS NOTED ON PLAN.

L2x2x1/4 STRUTS, FIELD LOCATE AND WELD BETWEEN TOP CHORD PANEL POINT AND BOTTOM CHORD

NOTE:REINFORCE TOP CHORDS AT CONCENTRATED LOADS BETWEEN PANEL POINTS AS SHOWN.

METAL DECK

EQUIPMENT RAIL/UNIT, BY OTHERS

METAL DECK

3/16

____S810R

5

EQUIPMENT RAIL UNIT BY OTHERS

METAL ROOF DECK

PROVIDE C12X20.7 PLACED PARALLEL TO ROOF DECK SPAN BELOW EQUIPMENT RAIL/UNIT. (ONE PER SIDE) EXTEND CHANNELS BEYOND EQUIPMENT TO NEXT SUPPORT MEMBER

TOP FLANGE OF SUPPORTING MEMBER

3/16 3

TYPICALAT EACH

SUPPORT3/16 3

TYPICALAT EACHSUPPORT

BOND BEAM REINFORCEMENT TO BECONTINUOUS THRU CONTROL JOINTAT TOP OF WALL AND WHEREOTHERWISE NOTED

STOP ALL HORIZONTAL JOINTREINFORCEMENT SHORT OF CONTROL JOINT

CONTROL JOINTS TO BE PLACED:

1) MAXIMUM OF 6'-0" FROM CORNERALONG ONE OF THE TWO

ORTHOGONALWALLS

2) MAXIMUM OF 24'-0" OC INCLUDINGDISTANCE BETWEEN JOINTS AROUNDCORNER

3) AS OTHERWISE DETAILED ON ARCHITECTURAL DRAWINGS

FULL-DEPTHNEOPRENEJOINT INSERT

CONCRETESASH BLOCK

SEALANT OVER ROPEBACKUP, EACH SIDE

DISCONTINUE HORIZONTAL JOINT REINFORCEMENTAT CONTROL JOINTS

CMU WALL WITH HORIZONTAL JOINT REINFORCEMENT

COMPRESSIBLE FILLER, EACH SIDE

FILL CORE SOLID WITHGROUT, EACH SIDE

MATCH VERTICAL WALLREINFORCEMENT, SEEPLAN, EACH SIDE

3/8"

1"

1 1/2"1 1/2"

1 1/

2"

OC

@ 8

"1

1/2"

3/16 3

1/2"x6"x(FLANGE WIDTH +3") BRG PLATE CENTERED ON BEAM w/ (2) 3/4" x6" DIA HWS

GROUT (2) #5 BARS SOLID IN EACH CMU CELL (1 EA FACE) FULL HEIGHT FOR ALL CELLS WITHIN 16" WIDE AREA CENTERED ON BEAM

NOTES:1. DETAIL APPLIES AT ALL BEAMS BEARING ON WALL EXCEPT FOR

LINTELS AND WHERE OTHERWISE NOTED.2. WHERE BEAM BUTTS INTO AND BEARS ON PARALLEL WALL, PROVIDE

1/2"x12"x(FLANGE WIDTH +3", BUT NO GREATER THAN WALL WIDTH) BEARING PLATE SIMILAR TO ABOVE CHANGING 7" BEARING LENGTH TO 11".

SEE PLAN

3/4" DIAMETER x 3" LONGTHREADED STUD WELDED TO PLATE, FINGER-TIGHTEN NUT

BEAM WITH LONGSLOTTED HOLES

T/STEEL

EQ EQ

WHERE TOP OF MASONRY WALL IS ABOVE JOIST BOTTOM CHORDS, ELIMINATE THE TWO HANGERS AND LAY HORIZONTAL ACROSS JOIST BOTTOM CHORD. WHERE IT EXTENDS TO UNDERSIDE OF DECK, ELIMINATE DIAGONAL ALSO (MAINTAIN STATED CLEARANCE BY POCKETING CMU WALL AROUND HORIZONTAL)

L2X2X3/16 HORIZONTAL

L2X2X3/16 HANGER (TYP)

L2X2X3/16 DIAGONAL

NEW/EXISTING BAR JOIST

L5X3X1/4X0'-6" 9LLV) WELD TO ANGLE (TYPICAL)

NON-LOAD BEARING CMU WALL

1" MINIMUM CLEAR BETWEEN TOP OF NON-LOAD BEARING MASONRY WALLS AND BOTTOM STEEL ANGLE

35° MIN3/16 2

3/16TYP

NOTE:1. MAXIMUM SPACING OF BRACES IS TO BE MEASURED PARALLEL

TO PARTITION LENGTH2. MAXIMUM SPACING OF BRACES IS TO BE 15 FT FOR 6" CMU

WALLS AND 20 FT FOR 8" CMU WALLS3. INTERSECTION MASONRY CROSS-WALLS TIED TOGETHER SERVE

AS BRACES4. ADDITIONAL L4X3X1/4 SUBFRAMING MEMBERS AT BOTTOM OF

ROOF FRAMING MAY BE REQUIRED FOR SOME LOCATIONS

GROUT TOP COURSE SOLID. SEE ARCH FOR FILLER MATERIAL BETWEEN TOP OF WALL & DECK

NOTE: 1. MAXIMUM SPACING OF BRACES IS TO BE

MEASURED PARALLEL TO PARTITION LENGTH.

2. MAXIMUM SPACING OF BRACES IS TO BE 15 FT. FOR 6" CMU WALLS AND 20 FT. FOR 8" CMU WALLS.

3. INTERSECTING MASONRY CROSS-WALLS TIED TOGETHER SERVE AS BRACES.

4. ADDITIONAL L4x3x1/4 SUBFRAMING MEMBERS AT BOTTOM OF ROOF FRAMING MAYBE REQUIRED FOR SOME LOCATIONS.

WHERE TOP OF MASONRY WALL IS ABOVE JOIST BOTTOM CHORD, ELIMINATE L2X2'S AND WELD L5X3 DIRECTLY TO JOIST BOTTOM CHORD (MAINTAIN STATED CLEARANCE BY POCKETING CMU AROUND JOIST BOTTOM CHORD)

L2X2X3/16

NEW/EXISTING BAR JOIST

L5X3X1/4X0'-6" (LLV) TYP.

NON-LOAD BEARING CMU WALL

1" MIN CLEAR BETWEEN TOP OF WALL AND BOTTOM OF ANGLE, ROOF DECK AND/OR BAR JOIST

1

1 MAX

3/16" 2 (MIN)

3/16" 2

DECK BRG

MASONRY WALL

METAL ROOF DECK

JOIST BRIDGING, WELD TO ANGLE

L2x2x3/16x(JOIST DEPTH-5") FASTENED TO MASONRY WALL USING 1/2" DIA. (ANCHOR SIZE XXX) DROP-IN OR SLEEVE ANCHORS. PROVIDE (2) ANCHORS FOR ANGLE LENGTHS LESS THAN 1'-0", OTHERWISE PROVIDE 3 ANCHORS

L4x4x5/16 xCONT. ANCHORED TO MASONRY WALL IN POSITION SHOWN USING 1/2" DIA. x 5" HILTI SLEEVE ANCHORS OR 1/2" DIA. LOK-BOLT SPACED AT 24" OC.

SEE PLAN

PROVIDE CONT. BOND BREAKER BETWEEN WALL AND SLAB

DECK BRG

L4x4x3/8 x CONT. ATTACH TO CMU WALL USING 1/2" x 5" HILTI SLEEVE ANCHORS OR 1/2" DIA LOK-BOLT AT 24" O.C.

BOND BEAM WITH (2) #5 CONTINUOUS

CONCRETE SLAB ON STEEL FORM DECK. PROVIDE CELL CLOSURES AT END OF DECK AS REQUIRED

CMU WALL. SEE PLAN FOR REINFORCEMENT REQUIREMENTS

3/16 4

LINTEL WITH 8" BEARING (TYPICAL)

BEARING PLATE IF REQUIRED (TYPICAL)

GROUT CMU CELL BELOW LINTELBEARING SOLID DOWN TO SUPPORTOR AS NOTED OTHERWISE IN LINTEL SCHEDULE (TYPICAL)

HORIZONTAL CAULKJOINT AT BOTTOMOF LINTEL

PLACE TEFLON OR PLASTICPAD BETWEEN BOTTOM OF LINTEL AND BEARING SURFACE

CONTROL JOINT LOCATED AT END OF LINTEL CAPABLE OFTRANSFERRING LATERAL LOADSACROSS JOINT TO FULL HEIGHTPORTION OF WALL

B/ANGLE

VWA

7 5/8"

1/8"3"5"

1/4" 8 3/8"

L5X5X3/8 ANGLE SHOP WELDED TO CHANNEL; ENTIRE ASSEMBLY TO BE GALVANIZED AFTER WELDING

3/4"DIA THREADED ROD, DRILLED & EPOXIED WITH 5 1/2" EMBEDMENT

CMU LINTEL, SEE SCHEDULE

1/8" NEOPRENE WASHER FOR THERMAL BREAK

3/4"DIA SIMPSON TITEN HD ANCHOR WITH MINIMUM 5 1/2" EMBEDMENT

BRICK VENEER, SEE ARCH

C12X20.7 CHANNEL X 1'-1" TALL, WITH TOES POINTING OUT

AIR/VAPOR BARRIER MUST BE INSTALLED PRIOR TO SETTING CHANNELS

1 1/

2"

2 1/

2"8"

2 1/

2"

2 1/2" RIGID INSULATION

EQ. 4'-0" 4'-0" EQ.

VERIFY w/ ARCH.

ROUGH OPENING

(3) CHANNELS

ANGLE

CHANNEL SPACING

3-12

3-121/8" PLATE X 16" WIDE WELDED TO ANGLE

B/ANGLE

113'-4" VWA

8 3/8" 7 5/8"

3"

1/8"

5"

1/4"

L5X5X3/8 ANGLE SHOP WELDED TO CHANNEL; ENTIRE ASSEMBLY TO BE GALVANIZED AFTER WELDING

3/4"DIA THREADED ROD, DRILLED & EPOXIED WITH 5 1/2" EMBEDMENT

L2 LINTEL (SEE SCHEDULE)

1/8" NEOPRENE WASHER FOR THERMAL BREAK

3/4"DIA SIMPSON TITEN HD ANCHOR WITH MINIMUM 5 1/2" EMBEDMENT

BRICK VENEER, SEE ARCH

C12X20.7 CHANNEL X 1'-1" TALL, WITH TOES POINTING OUT

AIR/VAPOR BARRIER MUST BE INSTALLED PRIOR TO SETTING CHANNELS

1 1/

2"10

1/2

"8"

2 1/

2"

2 1/2" RIGID INSULATION

EQ. 4'-0" 4'-0" EQ.

VERIFY w/ ARCH.

ROUGH OPENING

(3) CHANNELS

ANGLE

CHANNEL SPACING

3-12

3-12

1/8" PLATE X 16" WIDE WELDED TO ANGLE (CONTINUOUS OVER POST)

W8X28

FACE SHELLS AS REQUIRED

1/2"x6" HAS AT 24" O.C.

VERTICAL BARS, SEE PLAN

3

METAL ROOF DECK

DECK BRG2 1/

2"

5"

BOND BEAM WITH (2) #5 CONTINUOUS

L4x4x5/16 x CONT. ATTACH TO CMU WALL USING 1/2" x 5" HILTI SLEEVE ANCHORS OR 1/2" DIA LOK-BOLT AT 24" O.C.

GROUT FIRST (2) CELLS SOLID WITH (1) #5 CENTERED. (THIS REINFORCING APPLIES IN BOTH DIRECTIONS AT BUILDING CORNERS).

1'-4

"

8" CMU WALL

GROUT FIRST CELL SOLID WITH (1) #5 CENTERED. (THIS REINFORCING APPLIES IN BOTH DIRECTIONS AT BUILDING CORNERS).

8"

8" CMU WALL

8B8A

GROUT FIRST (3) CELLS SOLID WITH (1) #5 CENTERED. (THIS REINFORCING APPLIES IN BOTH DIRECTIONS AT BUILDING CORNERS).

2'-0

"

8" CMU WALL

8C

OPENING

LINTEL SCHEDULEJAMB, SEE

DRILL AND ANCHOR (WITH HILTI HIT HY-200 ORPOWERS AC100 ADHESIVE) (2) #5x1'-6" DOWELS 3 1/2" INTO EXTG WALL OR SLAB. SEE LINTEL SCHEDULE FOR JAMB LENGTH.

INSTALL NEW REINFORCEMENT, SEE JAMB SCHEDULE FOR SIZE. SPLICE BARS IN 6'-0" TO 8'-0" LENGTHS.IF EXISTING VERTICAL WALL REINFORCEMENT IN GROUTED CELL IS PRESENT THIS IS NOT REQUIRED.

SAW CUT AND REMOVE CMU WALL AS REQUIRED TO PROVIDE OPENING AND LINTEL (SHORE AS REQUIRED)

IN THE AREA OF OPENING, SAW CUT AND REMOVE EXISTING FACE SHELLS AS NECESSARY TO INSTALL NEW REINFORCEMENT AND TO CLEAN OUT ALLVERTICAL CELLS

RESTORE THE FACE OF THE CMU BY INSTALLING SOAP BLOCKS AND NEW BLOCKS AS NECESSARY. SURFACE TREATMENT OF NEW BLOCK TO MATCH ORIGINAL

IF EXISTING VERTICAL WALL REINFORCEMENT INGROUTED CELL IS PRESENT, INSTALL 1'-6" LINTEL DOWELS TO MATCH SIZE AND QUANTITY OF NEW CMU LINTEL REINFORCEMENT. DRILL AND ANCHOR DOWELS WITH HILTI HIT HY-200 ADHESIVE 9" INTO EXISTING RIENFORCED CELL AND CONTACT LAP SPLICE DOWELWITH NEW CMU LINTEL REINFORCEMENT (NOT REQUIREDIF PRECAST LINTEL IS USED)

INSTALL NEW LINTEL, SEE SCHEDULE

SAWCUT AND REMOVE FACE SHELLS IN THE COURSE ABOVETHE LINTEL AS NECESSARY TO GROUT THE NEW LINTEL

CLEAN OUT ALL CELLS TO RECEIVE NEW REINFORCEMENT, REMOVE ALL DEBRIS, INSULATION, LOOSE MORTAR AND MORTAR WHICH OBSTRUCTS THE FLOW OF GROUT PRIOR TO INSTALLATION OF REINFORCEMENT

GROUT SOLID ALL CELLS CONTAINING REINFORCEMENT WITH FINE OR COURSE GROUT USING THE LOW-LIFT METHOD.GROUT TO BE CONSOLIDATED USING VIBRATORS

FINISH FLOOR

T/MASONRY OPENING

CONTRACTOR NOTES:1) SHORE EXTG STRUCTURE AS REQUIRED 2) RE-POINT ALL AFFECTED MORTAR JOINTS

ROOF JOIST, SEE PLAN

T/STEEL

VERIFY w/ ARCH.& PARTITION SUPPLIER

L2x2x1/4 BRACE FROM BOTTOM FLANGE OF BEAM TO JOIST PANEL POINT. BRACE AT EVERY JOIST, ALTERNATE SIDES OF BEAM. VERIFY LENGTH IN FIELD. AS REQUIRED PROVIDE STRUT TO TOP CHORD PANEL POINT OF EXISTING JOIST, REFERENCE 4/S810.1/4

3/16

FULL DEPTH 3/8" STIFFENER AT EACH BRACE. VERIFY SPACING IN FIELDSTEEL BEAM, SEE PLAN

Contractors are responsible for the means, methods, techniques,

sequences and procedures of construction including, but not limited to, temporary supports, shoring, forming to support imposed loads and

other similar items.

Key Plan:

HSR Project Number:

Project Date:

Drawn By:

Last Update:

HSR ASSOCIATES INC.100 MILWAUKEE STREETLA CROSSE, WISCONSIN

PHONE: 608.784.1830FAX: 608.782.5844

www.hsrassociates.comConsultant:

Revisions:

Graphic Scale:

VARIES

She

et T

itle:

Pro

ject

Loc

atio

n:

Pro

ject

Titl

e:

project number: 1180371

11/2/2018 10:28:45 AM

S810R

raSmith

18022

OCTOBER 19, 2018

FR

AM

ING

DE

TA

ILS

AD

DIT

ION

AN

D R

EM

OD

EL

ING

1025

To

wn

Str

eet

Pre

nti

ce,W

I 545

56

PR

EN

TIC

E S

CH

OO

L D

IST

RIC

T

SCALE: 12" = 1'-0"S810R

1 METAL DECK FASTENING DETAILSCALE: 1" = 1'-0"S810R

2 TYPICAL ROOF DECK OPENINGSCALE: 1" = 1'-0"S810R

3 TYPICAL FRAMING AT ROOF OPENINGSSCALE: 1" = 1'-0"S810R

4 CONCENTRATED LOAD AT JOISTSCALE: 1" = 1'-0"S810R

5 EQUIPMENT RAIL SUPPORT

SCALE: 12" = 1'-0"S810R

6

KEYED CMU CONROL JOINT (NEOPRENEINSERT, REBAR ADJACENT TO CJ)

SCALE: 1 1/2" = 1'-0"S810R

7 CMU WALL-CONTROL JOINT

SCALE: 1" = 1'-0"S810R

14 BEAM BRG DETAIL (CMU)

SCALE: 1" = 1'-0"S810R

12 NON-LOAD BEARING CMU PARALLEL TO JOISTSSCALE: 3/4" = 1'-0"S810R

11 NON-LOAD BEARING CMU PERPENDICULAR TO JOISTS

SCALE: 1 1/2" = 1'-0"S810R

17 TYPICAL ROOF DECK END WALL DETAILSCALE: 1" = 1'-0"S810R

16

TYPICAL FLOOR DECKBEARING ANGLE AT WALL

SCALE: 1/2" = 1'-0"S810R

10 LINTEL BEARING DETAIL

SCALE: 1 1/2" = 1'-0"S810R

18 SECTIONSCALE: 1 1/2" = 1'-0"S810R

19 SECTIONSCALE: 1" = 1'-0"S810R

15

TYPICAL DECKBEARING ANGLE AT WALL

SCALE: 3/4" = 1'-0"S810R

8 CMU WALL REINFORCEMENTSCALE: 1/4" = 1'-0"S810R

9 NEW OPENING IN EXISTING CMU WALL

SCALE: 3/4" = 1'-0"S810R

13 PARTITION BEAM BRACING

No. Description DateBP3 10/19/18

3 BP3 ADD2 11/2/18