Long Lake, Minnesota 55356 Orono Bus Garage...

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Orono Bus Garage ConversionIndependent School District #278 - Orono Public Schools

Orono, MN

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192216

Orono Public Schools

ORONO BUSGARAGECONVERSION

685 N. Old Crystal Bay Road,Long Lake, Minnesota 55356

2687 Wayzata BoulevardLong Lake, Minnesota 55356

ARCHITECTURAL

A0.000 COVER SHEET

A0.101 CODE PLAN AND ANALYSIS

A1.001 MAIN LEVEL DEMOLITION PLAN AND SLAB DEMOLITION/ INFILL PLAN

A2.001 MAIN LEVEL FLOOR PLAN AND WALL SECTIONS

A2.095 ROOF PLAN AND DETAILS

A3.001 MAIN LEVEL RCP, DETAILS, AND DOOR, FRAME, WALL AND LOUVER TYPES

A4.101 DETAILS - GENERAL - SYMBOLS AND ABBREVIATIONS

A5.101 EXTERIOR ELEVATIONS, CASEWORK, DETAILS, AND MATERIAL FINIHS SCHED.

A9.101 ALTERNATE NO.1 DEMOLITION, FLOOR , AND SLAB DEMOLITION AND INFILL PLANS

MECHANICAL

M0.00 UNDERGROUND AND MAIN LEVEL DEMOLITION PLANS - BASE BID AND ALTERNATE NO. 1

M1.00 MECHANICAL NEW WORK PLANS - BASE BID AND ALTERNATE NO. 1

M2.00 FIRE PROTECTION NEW WORK PLAN

M7.00 MECHANICAL DETAILS

M8.00 MECHANICAL SCHEDULES

ELECTRICAL

E0.00 ELECTRICAL SYMBOLS AND ABBREVIATIONS

E0.11 MAIN LEVEL DEMOLITION PLAN

E0.21 UPPER LEVEL DEMOLITION PLAN

E1.11 MAIN LEVEL LIGHTING PLAN

E1.21 UPPER LEVEL LIGHTING PLAN

E2.11 MAIN LEVEL POWER & SYSTEMS PLAN

E2.21 UPPER LEVEL POWER & SYSTEMS PLAN

E5.00 ELECTRICAL RISER DIAGRAM AND DETAILS

STRUCTURAL

S0.000 STRUCTURAL TITLE SHEET

S2.000 FOOTING AND FOUNDATION PLAN

S2.001 ROOF FRAMING PLAN

S4.101 SECTIONS AND DETAILS


S5.101 SCHEDULES AND DETAILS

## EXIT LOAD

OCCUPANT LOAD

MAIN PATH OF EGRESS

CODE LEGEND

##

OCCUPANT FACTOR##

S-1

S-1

B

4200 SF

GARAGE

2100 SF

OFFICE 2100 SF

OFFICE

5100 SF

BREAKROOM

21200 SF

GARAGE

17200 SF

GARAGE

12200 SF

GARAGE16

200 SF

GARAGE

1300 SF

MECH

1300 SF

CUSTODIAL

1300 SF

MECH

1300 SF

ELEC

135'-6"

89'-0"

42

26

14

1

90'-0"

63'-0"

1300 SF

CUSTODIAL

4100 SF

BREAK ROOM

2300 SF

STORAGE

1300 SF

MEZZANINE

73'-0"

BUILDING # 1 FULLY SPRINKLERED

A. SECTION 304, BUSINESS: GROUP BB. SECTION 311, STORAGE: GROUPS S-1

1.

FURNACE ROOM (400,000 BTU) 1 HR OR SPRINKLER AND CONST. RESISTING SMOKE

2.

3.

SEPARATIONS TABLE 508.4

1. GROUP B TO S1 N/A

MIXED OCCUPANCIES SECTION 508

A.

NOTES:1. NO SEPARATION IS REQUIRED BETWEEN ACCESSORY OCCUPANCIES

OR THE MAIN OCCUPANCY PER 508.2.4.2. PER 508.2, ACCESSORY OCCUPANCIES ARE DEFINED AS NOT OCCUPYING

MORE THAN 10% OF MAIN OCCUPANCY, ASSEMBLY AREAS OF LESSTHAN 750 S.F. (303.1.2.1) OR ASSEMBLY AREAS ACCESSORY TO GROUP E.(303.1.3)

3. COMMERCIAL KITCHENS AND DEDICATED RESTAURANT SEATINGAREAS DO NOT REQUIRE A SEPARATION.

B.

OCCUPANCY CLASSIFICATIONS SECTION 302

INCIDENTAL USE AREAS TABLE 509

CODE ANALYSIS (IBC 2012)

CONSTRUCTION TYPE / FIRE RESISTANCE TABLE 601 / 6024.

A. TYPE II-B

BUILDING ELEMENT FIRE RESISTANCE

STRUCTURAL FRAME 0 HREXT. BEARING WALLS 0 HR (OR PER TABLE 602)INT. BEARING WALLS 0 HREXT. NON-BEARING WALLS 0 => 30 FT.INT. NON-BEARING WALLS 0 HRFLOOR CONSTRUCTION 0 HRROOF CONSTRUCTION 0 HRCORRIDORS (TABLE 1018.1 / 708) __ HREXIT ACCESS STAIRWAY (1009.3) 2 STORIES UNENCLOSED (EXCEPTION 1)INTERIOR EXIT STAIRWAY (1022.2) 1 HR < 4 STORIES, 2 HR = 4 STORIES +

5.

A. ALLOWABLE HEIGHT AND AREAS

ALLOWABLE HEIGHT MOST RESTRICTIVEALLOWABLE HEIGHT WITH SPRINKLER ALLOWABLE AREA NON-SEPARATED

GROUP TABLE 503 TABLE 503 TABLE 503 OCCUPANCY 508.3

B 3 STORIES / 55 FT. 4 STORIES / 75 FT. 23,000 S.F.

S-1 2 STORIES / 55 FT. 3 STORIES / 75 FT. 17,500 S.F.

6. ALLOWABLE AREA MODIFICATIONS SECTION 506

GROUP S-1

1. EQUATION 5-1 : ALLOWABLE BUILDING AREA PER STORYA(a) = { A(t) + [A(t) * I(f)] + [A(t) * I(s)] }A(a) = 17,500 + 17,500 * I(f) + 17,500 * I(s)A(a) = 65,320 SF

2. EQUATION 5-2 : AREA INCREASE DUE TO FRONTAGEI(f) = [F/P - 0.25] * W/30I(f) = [560'/560' - 0.25] *30/30I(f) = 0.75

3. MULTI STORY 506.2

65,625 S.F MAXIMUM ALLOWABLE AREA X 2 STORIES =131,250 S.F.MAXIMUM BUILDING AREA

ACTUAL AREA

GROUP MAIN LEVEL UPPER LEVELB 1,570 S.F. 0 S.F.S-1 14,725 S.F. 1,575 S.F.

TOTALS: 17,870 S.F.

MIXED OCCUPANCY RATIO 508.4.2

N/A - NON SEPARATED OCCUPANCIES PER 508.3.3

A.

C.

D.

GENERAL BUILDING HEIGHT AND AREA SECTION 503 / 504

7.

SPRINKLERED EXIT ENCLOSURES AND ROOMS AND

GROUP EXIT PASSAGEWAYS CORRIDORS ENCLOSED SPACES

B B C C S-1 C C C

TABLE 1-A

USE FACTOR S.F./ USE S.F. REQUIRED

PARKING GARAGE 0.001 13,522 14DINING ROOMS 0.003 483 2OFFICES / OTHER 0.0025 2,182 6

TOTAL RECYCLING SPACE REQUIRED 22 S.F.

8.

WALL AND CEILING FINISHES TABLE 803.9

RECYCLING SPACE 1303.15

9. ENERGY CODE

THE ENERGY CODE USED FOR THIS PROJECT IS

2012 INTERNATIONAL ENERGY CONSERVATION CODE

EFFECTIVE CODE REFERENCES

2015 MINNESOTA STATE BUILDING CODE (MSBC), CHAPTER 1305, WHICH ADOPTS AND AMENDS THE 2012 INTERNATIONAL BUILDING CODE (IBC)

2015 MINNESOTA CONSERVATION CODE FOR EXISTING BUILDINGS, CHAPTER 1311

2015 MINNESOTA STATE MECHANICAL AND FUEL GAS CODE, CHAPTER 1346

2017 MINNESOTA ELECTRICAL CODE, CHAPTER 1315, WHICH ADOPTS THE 2017 NATIONAL ELECTRICAL CODE (NEC)

2015 MINNESOTA STATE PLUMBING CODE, CHAPTER 4715

2015 MINNESOTA STATE FIRE CODE, CHAPTER 7511

2015 MINNESOTA COMMERCIAL ENERGY CODE, CHAPTER 1323

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I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed

under the laws of the State of

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A0.101

CODE PLAN ANDANALYSIS



EBL

KH

02/07/2020

192216

MINNESOTA

02/07/2020VAUGHN DIERKS

26979

ARCHITECT

01/8" = 1'-0"

MAIN LEVEL CODE PLANF5

6' 12'

01/8" = 1'-0"

UPPER LEVEL CODE PLAND4

6' 12'

Revisions

Description Date Num

11 1

1

1

1

3

3

4

4

4

22

5 5 5

66

5

4

4

4

4

73

8

8

94

4

4 3

4

4

3

4

7

8

3

12

10 11

11

11

1111

11

11

1111 11

OFFICE OFFICE

CIRC

GARAGE GARAGE

GARAGE

GARAGE

BREAKROOM

GARAGE

CIRC

13

11

14

4

BOTTOM OF PRECAST PLANK +/- 17'-6"

BOTTOM EXISTING PRECAST PLANK ROOF +/- 17'-6"

BOTTOM EXISTING PRECAST PLANK ROOF +/- 17'-6"BOTTOM EXISTING PRECAST DOUBLE TEE ROOF STRUCTURE +/- 16'-0"

15

16

17

EXISTING FLOOR DRAIN TO REMAIN

EXISTING FLOOR DRAIN TO REMAIN

4

1

1

18

18

NOTE: SEE FOR SLAB AND SUB SOIL REMOVAL.

F1/A1.001

1

1

1

1

C D E

A A.8 B B.2

C.1 C.5 D.9

1

2

2.1

2.8

2.9

3

4

21

5

20

20

VESTIBULE

OFFICEOFFICE

BREAKROOM

1

22

10

25

26

26

DEMOLITION PLAN KEY NOTES:

1 SAW CUT AND REMOVE PORTION OF C BLK & EIFSWALL AS REQUIRED TO ACCOMODATE NEWCONSTRUCTION. SEE ALSO STRUCT.

2 REMOVE WOOD DOOR, HOLLOW METAL FRAME, ANDASSOCIATED HARDWARE.

3 REMOVE HOLLOW METAL DOOR, FRAME, ANDASSOCIATED HARDWARE.

4 REMOVE GYP. BD/STUD WALL IN ITS ENTIRETY.

5 REMOVE EXISTING OVERHEAD DOOR, ASSOCIATEDHARDWARE AND ANCHORS.

6 REMOVE EXISTING COILING DOOR, ASSOCIATEDHARDWARE.

7 SAWCUT AND REMOVE EXISTING CONC. BLOCK WALLAS REQUIRED TO ACCOMMODATE NEWCONSTRUCTION. SEE ALSO STRUCT.

8 REMOVE EXISTING CURTAINWALL OR STOREFRONTASSEMBLY INCLUDING ALL ANCHORS, DOORS,HARDWARE, AND THRESHOLD.

9 CAREFULLY REMOVE AND SALVAGE EXISTINGSTOREFRONT ASSEMBLY FOR REINSTALLATION.

10 REMOVE EXISTING GYP BD. CEILING ANDASSOCIATED FRAMING IN ITS ENTIRETY.

11 REMOVE EXISTING CARTPET, BASE, ANDASSOCIATED ADHESIVES IN ITS ENTIRETY.

12 REMOVE EXISTING WOOD STAIR AND PLATFORM INITS ENTIRETY.

13 REMOVE EXISTING TRACK, MOTOR, SUPPORTS, ANDANCHORS. OVERHEAD DOOR AND ASSOCIATEDHARDWARE TO KEEP THE DOOR IN PLACE IS TOREMAIN.

14 REMOVE EXISTING LAMINATE FLOORING, BASE,TRANSITION STRIPS, ETC. AS REQUIRED TOACCOMMODATE NEW CONSTRUCTION.

15 CAREFULLY REMOVE EXISTING GYP-CRETE.CONCRETE SLAB ON GRADE TO REMAIN.

16 SAWCUT AND REMOVE EXISTING GYP. BD. CEILING.APPROXIMATE EXTENTS SHOWN.

17 REMOVE EXISTING WOOD FLOORING IN ITSENTIRETY.

18 REMOVE PORTION OF EXISTING GYP. BD. STUD WALLAS REQUIRED TO ACCOMODATE NEW WORK. SEESTRUCT AND MECH.

19 REMOVE EXISTING ACT CEILING ASSEMBLY IN ITSENTIREETY, INCLUDING ALL GRIDS, HNGERS, ETC.SEE ALSO MECH AND ELEC.

20 REMOVE EXISTING SLAT WALL AND ALL ASSOCIATEDANCHORS IN ITS ENTIRETY.

21 REMOVE EXISTING HM FRAME, GLAZING ANDASSOCIATED HARDWARE.

22 REMOVE SEMI-RECESSED FIRE EXSTINGUISHER.

23 REMOVE EXISTING GYP. BD. WALL, AND TILE ASREQUIRED TO ACCOMODATE NEW WORK. SEE ALSOSTRUC, MECH, AND ELEC.

24 CAREFULLY REMOVE, SALVAGE, AND STORE TOILETACCESSOREIS AND FIXTURES AS REQUIRED TOACCOMODATE NEW CONSTRUCTION.

25 CAREFULLY REMOVE, SALVAGE, AND STOREEXISTING UPPER CABINET FOR MECHANICAL WORK.SEE ALSO MECH.

26 REMOVE EXISTING COLUMN. SEE ALSO STRUCT.

DEMOLITION LEGEND

WALL TO REMAIN

DOOR TO REMAIN

WALL TO BE REMOVED

DOOR, FRAME, AND HARDWARE TO BE REMOVED UNLESS NOTED OTHERWISE

DESIGNATED ITEM TO BE REMOVED

DESIGNATED ITEM TO REMAIN

C D E

A A.8 B B.2

C.1 C.5 D.9

1

2

2.1

2.8

2.9

3

4

EXISTING TRENCH DRAIN TO REMAIN

5

OFFICE OFFICE

CIRC

GARAGE GARAGE

GARAGE

GARAGEBREAKROOM

GARAGE

CIRC

VESTIBULE

OFFICEOFFICE

BREAKROOM




A A.8

2.8

2.9

3

BREAK ROOM

21

SAW CUT AND, IN STRAIGHT LINES, REMOVE PORTION OF EXISTING SLAB OR BITUMINOUS PAVEMENT AND SUB SOILS AS REQUIRED TO ACCOMMODATE NEW CONSTRUCTION. SEE ALSO STRUCT AND MECH. REMOVAL EXTENTS SHOWN ARE MINIMUM.

CONCRETE SLAB INFILL TO BE FLUSH WITH ADJACENT CONCRETE SLAB AND MATCH EXISTING SLOPES, SEE ALSO .

SLAB DEMOLITION AND INFILL LEGEND

F7/A5.101

INFILL SLAB WHERE WALL HAS BEEN REMOVED TO 8" BELOW SLAB.

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A1.001

MAIN LEVELDEMOLITIONPLAN AND SLABDEMOLITION/INFILL PLAN



EBL

KH

02/07/2020

192216

MINNESOTA


26979

ARCHITECT

01/8" = 1'-0"

MAIN LEVEL DEMOLITION PLANF5

6' 12'

DEMOLITION GENERAL NOTES

1. DEMOLITION NOTES AND PLANS ARE PROVIDED AS A GUIDEONLY. CONTRACTOR TO VERIFY EXISTING CONDITIONS ANDEXAMINE DRAWINGS AND DETAILS TO DETERMINE EXTENTAND LIMITS OF DEMOLITION REQUIRED TO ACCOMMODATENEW CONSTRUCTION.

2. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALLASPECTS OF DEMOLITION. CONTRACTOR TO REVIEW ALLDRAWINGS FOR ADDITIONAL DETAILS AND CONSTRUCTIONAND SEQUENCING NOTES. MECHANICAL AND ELECTRICALDEMOLITIONS ARE SHOWN ON MECHANICAL AND ELECTRICALDRAWINGS.

3. REFER TO MECHANICAL AND ELECTRICAL FOR ADDITIONALDEMOLITION NOTES.

4. CONTRACTOR TO COORDINATE DEMOLITION WITH DETAILSAND STRUCTURAL DRAWINGS TO INSTALL NEW LINTELS ORSTRUCTURAL COMPONENTS TO SUPPORT EXISTINGSTRUCTURE.

5. PROVIDE AND COORDINATE ALL DEMOLITION ANDRECONSTRUCTION WITH NEW WORK PLAN DIMENSIONS ANDINSTALLATION OF NEW MATERIALS AND FINISHES, ASREQUIRED, WHETHER INDICATED ON DRAWINGS OR NOT.

6. PROVIDE SMOOTH AND CLEAN SUBSTRATE TO ALL AREASRECEIVING NEW FINISHES. COORDINATE WORK WITH PLANSAND THE ROOM FINISH SCHEDULE.

7. ALL RELATED WOOD BLOCKING SUPPORT STRUCTURE,HARDWARE CONNECTION DEVICES, ADHESIVES, AND/ORMASTIC SHALL BE REMOVED FROM SURFACES AT ITEMSNOTED FOR REMOVAL. PROVIDE SURFACES ACCEPTABLEFOR PATCHING AND/OR NEW WORK.

8. DEMOLITION KEY NOTES WITHOUT ARROWS INDICATE THATTHE NOTE APPLIES TO THE ENTIRE ROOM/SPACE.

01/8" = 1'-0"

MAIN LEVEL SLAB DEMOLITION AND INFILL PLANF1

6' 12'

01/8" = 1'-0"

UPPER LEVEL DEMO PLANB5

6' 12'

Revisions


B4

A5.101

C5

A5.101

222

A111A A111B A111C A111D

A118A117

2

GARAGE

A101

CIRC

A102

BREAKROOM

A104

CUSTODIAL

A107

OFFICE

A106

OFFICE

A105

CIRC

A110

GARAGE

A111

GARAGE

A112

MECH

A113

CUSTODIAL

A114

MECH

A115

GARAGE

A116

GARAGE

A117

ELEC

A118

CIRC

A103

2 2 2

A4A5.101

C3A5.101

33

2

2

A112

A1

16

A1

03

GE1

4

5

A5.101

D3

6

6

6

6

GF1

GF1

7

7

GG1

L4

A1

02

5'-4

"

L4

L2

L2

L1

4'-0

"36'-0

"

4"

1'-8

"

2

2

7

66

7 1

C5

A5.101

1

1

1

1

1

1

EQ

. AS

SC

HE

D.EQ

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2

C D E

A A.8 B B.2

C.1 C.5 D.9

1

2

2.1

2.8

2.9

3

4

F2A2.001

_______

F1A2.001

_______

D3A2.001

_______

5

11

L3

6'-0

"

1

19'-0

"

10'-0"

F3A2.001

_______

L2

ABOVE

GB1

GB1

CLEAR2'-6"

CLE

AR

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"

D2A2.001

_______

F1A2.001

_______

F1A2.001

_______

D2A2.001

_______

F1A2.001

_______

A4A5.101

5'-1" 11'-0"2'-8"

20'-0" 2'-0" 20'-0" 8'-0" 20'-0"

2'-10" 13'-11 1/2" 2" 22'-9 1/2" 22'-4 1/2" 27'-5"2'-11 1/2"

8'-4" 20'-0" 2'-8"

32'-0

1/2

"2'-1

"45'-1

"1'-4

"1'-2

"

133

FLOOR PLAN KEY NOTES:

1 PATCH EIFS AROUND NEW OPENINGS.

2 BOLLARD, SEE DETAIL F7/A4.101

3 PATCH, PREP, AND PAINT GYP BD. AS REQUIRED TOACCOMMODATE NEW CONSTRUCTION. SEE ALSOROOM FINISH SCHEDULE.

4 INFILL CONCRETE AT LOCATION OF REMOVAL UNDEROVERHEAD DOOR. MATCH EXISTING SLOPES FORPROPER DRAINAGE.

5 MODIFY EXISTING GYP. BD. WALL AND REINSTALLSALVAGED STOREFRONT ASSEMBLY.

6 INSTALL FRP OVER EXISTING GYP. BD. TO 8'-0" AFF.

7 INFILL OPENING WITH METAL STUD AND GYPSUMBOARD. ALIGN GYPSUM ON BOTH SIDES OF THEWALL.

8 DOOR ACTUATOR, SEE ALSO ELEC.

9 CARD READER, SEE ALSO ELEC.

10 CONCRETE APRON, SEE STRUCT.

11 INFILL APPROXIMATLY 35 SQ. FT. OF EXISTINGOPENINGS IN BLOCK WALL. SEE ALSO STRUCT, ANDMECH.

12 REINSTALL SALVAGED TOILET ACCESSORIES ANDFIXTURES. SEE ALSO MECH AND ELEC.

13 REINSTALL SALVAGED UPPER CABINET.

FOR FRAME DEPTH, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED:

GYPSUM BOARD PARTITIONS: THROAT OF FRAME TO MATCH WALL THICKNESS.

FRAME DEPTHS ARE SCHEDULED IN NOMINAL DIMENSIONS.

ALL DOORS ARE 1 3/4" THICK UNLESS OTHERWISE NOTED.

FOR GLASS TYPES, ONLY EXCEPTIONS TO THE FOLLOWING TABLE ARE SCHEDULED:

INTERIOR NON RATED: CLEAR

SEE SHEET A3.001 FOR FRAME TYPES.

SEE SHEET A3.001 FOR DOOR TYPES.

1.

2.

3.

4.

5.

DOOR SCHEDULE GENERAL NOTES

BASEML100'-0"

EXISTING CEILING AS OCCURS

2" RIGID INSULATION ON 'Z' FURRING

5'8" GYP. BD

FRP TO 8'-0" AFF

EXISTING PRECAST PLANK AS OCCURS

EXISTING STUD WALL AS OCCURS

INFILL STUD WALL. MATCH EXISTING

BASEML100'-0"

T.O. OPENING

114'-0"

LOUVER, SEE PLAN

EXISTING WALL, ROOF AND STRUCTUR AS OCCURS.

PATCH EIFS SYSTEM AROUND NEW OPENING. SEE ELEVATIONS FOR COLOR AND PATTERN.

STEEL LINTEL, SEE STRUCT.

BOND BEAM, SEE STRUCT.

_______E5A5.101

_______F5A5.101

BASEML100'-0"

T.O. OPENING

112'-0"

OVERHEAD DOOR, SEE PLAN


CONCRETE APRON, SEE STRUCT

_______B7A4.101



BASEML100'-0"

_______B7A4.101

_______D7A4.101

T.O. OPENING

112'-0"




CONC. APRON, SEE STRUCT.

T.O. OPENING

116'-4"


LOUVER, SEE PLANS


_______E5A5.101

_______F5A5.101

STEEL BEAM, SEE STRUCT.

BASEML100'-0"

T.O. OPENING

108'-4"

LOUVER, SEE PLAN





_______E5A5.101

_______F5A5.101

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A2.001

MAIN LEVELFLOOR PLAN ANDWALL SECTIONS



EBL

KH

02/07/2020

192216

MINNESOTA


26979

ARCHITECT

01/8" = 1'-0"

MAIN LEVEL FLOOR PLANF5

6' 12'

DOOR / OPENING SCHEDULE

DOORNO

DOOR / OPENING

LABEL

FRAME

GL

MOUNTING CONDITIONS

HDW GRP REMARKSTYPE QTY WIDTH HEIGHT MATL TYPE DEPTH MATL HEAD JAMB SILL

A102 EXIST 1 3'-0" 7'-0" HM -- EXIST -- HM -- -- -- -- 2

A103 EXIST 1 3'-0" 7'-0" EXIST -- EXIST -- EXIST -- -- -- --

A111A OH 1 11'-0" 12'-0" ST -- OH -- -- -- B7/A4.101 C7/A4.101 D7/A4.101

A111B OH 1 20'-0" 12'-0" ST -- OH -- -- -- B7/A4.101 C7/A4.101 D7/A4.101

A111C OH 1 20'-0" 12'-0" ST -- OH -- -- -- B7/A4.101 C7/A4.101 D7/A4.101

A111D OH 1 20'-0" 12'-0" ST -- OH -- -- -- B7/A4.101 C7/A4.101 D7/A4.101

A112 OH 1 11'-0" 12'-0" ST -- OH -- -- -- B7/A4.101 C7/A4.101 --

A116 N 1 3'-0" 7'-0" HM -- FR 1 -- HM -- E7/A4.101 E7/A4.101 -- 1

A117 OH 1 20'-0" 12'-0" ST -- OH -- -- -- B7/A4.101 C7/A4.101 D7/A4.101

A118 OH 1 20'-0" 12'-0" ST -- OH -- -- -- B7/A4.101 C7/A4.101 D7/A4.101

ROOM FINISH SCHEDULE

ROOM NO ROOM NAME FLOOR BASE

N WALL - TYP E WALL S WALL W WALL

REMARKSMATL FIN MATL FIN MATL FIN MATL FIN

A101 GARAGE EXIST -- EXIST PT - 6A EXIST EXIST EXIST EXIST EXIST PT-6C

A102 CIRC CPT - 1 VB - 1 EXIST PT - 6A

A103 CIRC CPT - 1 VB - 1 EXIST PT - 6A

A104 BREAKROOM LVT - 1 VB - 2 EXIST PT - 6A EXIST PT-6B EXIST PT-6A EXIST PT-6A

A105 OFFICE CPT - 2 VB - 1 EXIST PT - 6B EXIST PT-6A EXIST PT-6A EXIST PT-6A

A106 OFFICE CPT - 2 VB - 1 EXIST PT - 6B EXIST PT-6A EXIST PT-6A EXIST PT-6A

A110 CIRC EXIST -- -- -- -- -- -- -- -- --

A111 GARAGE EXIST -- EXIST/ C. BLK PT-6C EXIST PT-6C GYP. BD. PT-6C GYP. BD. PT-6C

A112 GARAGE EXIST -- EXIST/ GYP. BD. EXIST/ PT-6A GYP. BD. PT-6C EXIST EXIST EXIST EXIST/ PT-6C

A116 GARAGE EXIST -- -- -- EXIST EXIST EXIST EXIST/ PT-6C EXIST EXIST/ PT-6C

A117 GARAGE EXIST -- -- -- EXIST EXIST EXIST PT-6C EXIST EXIST

PLAN GENERAL NOTES

1. REFER TO DETAILS OF CONSTRUCTION FOR:THEABOVE SECTIONS ARE LISTED FOR REFERENCE ONLY,AND ARE NOT EXCLUSIVE TO AREAS OF WORK. ALLDETAILS SHALL BE REVIEWED FOR SCOPE OF WORK.

2. ALL PLAN DIMENSIONS ARE NOMINAL TO FACE OFWALL. WALL THICKNESSES ARE SHOWN NOMINAL, SEEWALL TYPES FOR ACTUAL THICKNESS.

3. ALL GYP. WALLS ARE TO BE 5 INCHES THICK UNLESSOTHERWISE NOTED.

4. ALL CONCRETE BLOCK WALLS ARE TO BE 8 INCHESTHICK UNLESS OTHERWISE NOTED.

5. COORDINATE SIZE AND LOCATION OF ALL DUCT ANDSHAFT OPENINGS IN WALLS AND FLOORS W/ MECH.AND ELEC. PROVIDE ALL REQUIRED LINTELS FOROPENINGS. SEE LINTEL SCHEDULE.

6. FIELD VERIFY ALL MILLWORK OPENINGS.

7. SET FLOOR DRAINS 3/4" BELOW FINISHED CONCRETEFLOORS UNLESS OTHERWISE NOTED. PROVIDECONSISTENT SLOPE FROM WALL TO DRAIN BYSLOPING CONCRETE, MIN. 1/4" PER FOOT.

8. ALL DOOR/SIDELITE OPENINGS TO BEGIN 4" FROMADJACENT WALL UNLESS OTHERWISE NOTED.

ROOM FINISH SCHEDULE GENERAL NOTES

1. SEE DETAILS OF CONSTRUCTION FOR ABBREVIATIONS

2. IF ALL WALLS IN ROOM HAVE THE SAME FINISH, THE "NWALL-TYP" COLUMN WILL BE USED.

3. DISCREPANCIES BETWEEN THE ROOM FINISHSCHEDULE AND DRAWINGS SHALL BE REPORTED TOTHE ARCHITECT FOR FINISH DETERMINATION.

4. ON WALLS WHICH ARE COVERED WITH MILLWORK, AFINISH SHALL NOT BE APPLIED TO THE WALL BEHINDEXCEPT FOR LOCATIONS WHICH MAY BE EXPOSED (I.E.SPACE BETWEEN MILLWORK.)

5. REFER TO MATERIAL FINISH/ COLOR SCHEDULE FORSPECIFIC FINISH TYPES AND COLORS.

6. FOR CEILING MATERIAL WHEN MORE THAN ONECEILING MATERIAL OCCURS THE CEILING FINISH ISINDICATED THUS: "/".

03/8" = 1'-0"

WALL SECTION AT STUD INFILLD3

2' 4'

03/8" = 1'-0"

TYP. WALL SECTION AT LOUVERF1

2' 4' 03/8" = 1'-0"

WALL SECTION AT OH DOORF2

2' 4' 03/8" = 1'-0"

WALL SECTION AT OH DOOR AND LOUVERF3

2' 4'

03/8" = 1'-0"

WALL SECTION AT LOUVERD2

2' 4'

Revisions


B3A2.095

_______ B3A2.095

_______

B3A2.095

_______

B3A2.095

_______

B3A2.095

_______

B3A2.095

_______

ROOF PLAN GENERAL NOTES

MECHANICAL ITEM LOCATIONS ARE SHOWN FOR REFERENCE ONLY. FIELD VERIFY SIZE AND LOCATION OF ALL ROOF PENETRATIONS.

1.

ROOF LEGEND

EQUIPMENT CURB SUPPORTING PIPING OR CONDUIT. INSTALL MAXIMUM SPACING OF 6'-0" O.C.

EQUIPMENT CURB AT MECHANICAL EQUIPMENT

ROOF DRAIN (R.D.)

MECH HOOD

ROOF EXHAUST

COMBUSTION STACK

EXISTING SOLAR PANELS

1" MINCLEAR

VA

RIE

SV

ER

IFY

8"

VERIFY

PRECAST PLANK OR DOUBLE TEE DECK AS OCCURS

TREATED WOOD BLOCKING

FIBROUS CANT

SHEET METAL COUNTER FLASHING

EXISTING INSULATION, THICKNESS VARIES

EXISTING ROOF SYSTEM

MEMBRANE BASE FLASHING

GALV METAL HOOD

STAINLESS STEEL CLAMP RING

SEALANT

COMBUSTION STACK

F

E

D

C

B

A

1 2 3 4 5 6 7 8

A

MN

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A2.095

ROOF PLAN ANDDETAILS



EBL

KH

02/07/2020

192216

MINNESOTA


26979

ARCHITECT

01/8" = 1'-0"

ROOF PLANF5

6' 12'

03" = 1'-0"

BUILT-UP ROOF COMBUSTION STACKB3

3" 6"

Revisions


EXPOSED

EXPOSED EXPOSED EXPOSED

A106 A105

A103

A104

A107

A110

A111

A117

A116

A112

A113

A114

A115

A101

8'-0"

GYP. BD. / PT-87'-0"

GYP. BD. / PT-8

1

C3A3.001

_______

C3A3.001

_______

7'-0"

GYP. BD. / PT-8 C3A3.001

_______ C3A3.001

_______

1

C3A3.001

_______

7'-0"

GYP. BD. / PT-8

9'-4"

ACT 1 /

RCP GENERAL NOTES

FOR WALLS THAT PENETRATE CEILINGS SEE WALL TYPES SHOWN ON THE FLOOR PLAN.

SPRINKLER HEADS ARE NOT SHOWN. LOCATE ALL SPRINKLER HEADS IN THE CENTER OF CEILING TILES.

FOR DIFFUSER AND RETURN GRILL SIZES, SEE MECHANICAL PLANS.

FOR LIGHT FIXTURE TYPES, SEE ELECTRICAL LIGHTING PLANS.

CEILINGS HEIGHTS INDICATED ON PLAN (E.G. 9'-0") ARE FROM FINISHED FLOOR OF LEVEL OF PLAN SHOWN OR INDICATED AS 109’-0”.

ACOUSTICAL TILE CEILING GRID IS TO BE CENTERED IN RECTANGULAR ROOM OR CENTERED BETWEEN LONGEST WALLS OF IRREGULARLY SHAPED ROOMS UNLESS OTHERWISE NOTED.

VERIFY GYP. BD. CONTROL JOINT LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION.

1.

2.

3.

4.

5.

6.

7.

RCP KEY NOTES WITHOUT ARROWS INDICATE THAT THE NOTE APPLIES TO THE ENTIRE ROOM/SPACE.

8.

CANLIGHT

1 X 4 LIGHT FIXTURE

4' STRIP LIGHT FIXTURE

2 X 4 LIGHT FIXTURE(IN CEILING GRID)

CEILING MOUNTEDLIGHT FIXTURE

AIR DIFFUSER(IN CEILING GRID)

RETURN AIR GRILLE(IN CEILING GRID)

AIR DIFFUSER

EXHAUST GRILLE

PTD. GYPSUM BOARDCEILING / SOFFIT

RCP LEGEND

RCP KEY NOTES:

1 REPAIR FINISH AND PAINT CEILING AND SOFFITSPT-8.

OH

AS

SC

HE

D

AS SCHED

EQ

8"

EQ

2'-0"

L2

3/8"

2'-8

"

4'-0"

E5A5.101

_______

D7A5.101

_______

F5A5.101

_______

L4

1'-4"

2'-0

" D7A5.101

_______

F5A5.101

_______

E5A5.101

_______

N

AS SCHED

GL

2'-1

"3'-6

"

4"10"

AS

SC

HE

D

L1

3/8"

6'-0

"

5'-4"

D7A5.101

_______

E5A5.101

_______

F5A5.101

_______

FR 1

5"

AS

SC

HE

D2"

2" AS SCHED 2"

CEILING PLANS

SEE REFLECTED

CEILING PLANS

SEE REFLECTED

5/8" GYP BD ON 3 5/8" METALSTUDS @ 16" OC TO STRUCTURE.

SEE CLG PLAN

L3

3'-4

"

4'-0"

E5A5.101

_______

D7A5.101

_______

F5A5.101

_______

5/8'' GYP BD

2" RIGID INSULATION WITH Z FURING AT 24" OC.

EXISTING CONC. BLOCK WALL AS OCCURS

FRP WALL PANEL TO 8'-0" AFF

EXISTING PRECAST DOUBLE TEE AS OCCURS

SEALANT AND BACKER RODBELOW FOR DIMENSION

SEE SCHEDULE

EXISTING CONC. BLOCK, AS OCCURS

SECURE STUD TO EXISTING BOND BEAM

METAL STUDS @ 16'' OC

2" RIGID INSULATION WITH 'Z' FURING AT 24" OC.

5/8'' GYP BD, EACH SIDE

WALL TYPE GE1


5/8'' GYP BD

2" RIGID INSULATION WITH Z FURING AT 24" OC.

EXISTING STUD WALL AS OCCURS


EXISTING PRECAST DOUBLE TEE AS OCCURS

SEALANT AND BACKER ROD

EXISTING CEILING AS OCCURS

CONCRETE DECK, AS OCCURS

CEILING, AS OCCURS

SOUND ATTENUATION BATT INSUL (SEE SCHEDULE BELOW)

FLOOR FINISH AND BASE AS SCHEDULED

METAL STUD FRAMING @ 16'' OC

5/8'' GYP BD

BELOW FOR DIMENSIONSEE SCHEDULE

F

E

D

C

B

A

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A3.001

MAIN LEVEL RCP,DETAILS, ANDDOOR, FRAME,WALL ANDLOUVER TYPES



EBL

KH

02/07/2020

192216

MINNESOTA


26979

ARCHITECT

01/8" = 1'-0"

MAIN LEVEL REFLECTED CEILING PLANF5

6' 12'

DOOR TYPES LOUVER TYPESFRAME TYPES

01 1/2" = 1'-0"

GYPSUM BOARD SOFFITC3

1/2' 1'

01 1/2" = 1'-0"

WALL TYPE GED1

1/2' 1' 01 1/2" = 1'-0"

WALL TYPE GGD3

1/2' 1'

01 1/2" = 1'-0"

WALL TYPE GFF1a

1/2' 1' 01 1/2" = 1'-0"

WALL TYPE GBF3

1/2' 1'

TYPE STUD SIZE INSULATION MIN STC NOTES

GE1 2" RIGID N/A


GF1 2" RIGID N/A


GG1 3 5/8" BATT N/A


GB1 3 5/8" NONE

Revisions


EARTH

CONCRETE

MASONRY/

STONE

METAL

WOOD

INSULATION

EARTH GRANULAR FILL SAND

TERRAZZO TOPPING WIRE MESHCONCRETE/ PRECAST

BRICK MORTAR NETBLOCK

ALUMINUM OTHERFERROUS

FINISHED PLYWOOD PARTICLE BOARDCONSTRUCTIONLUMBER

RIGID SPRAY FOAM GRANULAR LOOSEBATT

MISCELLANEOUS

EXISTING

CUT STONE

SYMBOLS

EXISTING DEMOLISHED

MISCELLANEOUS

TILE ACOUSTIC TILE

PLASTER ON METAL LATH EXPANSION JOINTMATERIAL

METAL STUD WOOD STUD MASONRY

BRICK & BLOCK CAVITY WALL

GLAZED OPENING CONCRETE/PRECAST

PARTITIONS

EXISTING EXISTING

SYMBOLS

DEMOLISHED

A102

A102L

8'-8"

C1

A2.22

2

3

W1

SF1

CW1

L1

D2

A2.22

2

DETAIL NO

DRAWING NO

DETAIL NO

DRAWING NO

DETAIL NO

DRWG NO

CURTAINWALL

STOREFRONT

LOUVER

EXTERIOR WINDOWS

WALL TYPES

HINGE SIDE

BORROWED LIGHT

DOOR OR WDW SWING & NO

ROOM NAME

REVISIONS

ELEVATION

NOTES APPLY

PAGE NO

DETAIL NO

MARKERBOARDS, TACKBOARDS, MAP RAILS

NOTES, DIMENSIONS & DETAIL KEYSAPPLY FROM NOTED DETAIL

LARGE SHEET DETAIL REFERENCE

OPENINGS, DEPRESSIONS OR AS NOTED

ELEVATIONS

GRIDS

MAJOR WALL & BLDG SECTION

DETAIL BOOK DETAIL REFERENCE

A102

3

1

42002

SYMBOLS

1

31001

1

31001

CLASSROOM

8'-0"MBD

CEILING HEIGHTCEILING MATL/ FIN ACT 1/-

ROOM NUMBER

OWNER INFO, AS NEEDED

LENGTHMATERIALTYPE

EXISTING WALL/ DOOR/ OTHER

A102

CLASSROOM

ARTOR

DEMOLISHED WALL/ DOOR/ OTHER

C1

A2.01

INTERIOR EXTERIOR

MASONRY LINTEL SCHEDULE - NON BEARING WALLS

Fill lintel blocks solid with 3,000 P.S.I. concrete (3/8" maximum aggregate). Minimum bearingfor block lintels 8" on solid masonry. Locate control joints beyond lintel bearing.

Provide block lintels over all openings through block walls not listed in steel lintel schedule.

See details for types and locations.

Verify size and location of all mechanical unit ventilators, unit heaters, louver and ductopenings with mechanical contractor.

For all openings including mechanical and electrical through masonry walls, provide perschedule unless noted otherwise.

Refer to structural drawings for masonry bearing wall lintels.

This schedule applies for masonry wall openings under the following conditions:

The height of masonry above the opening is at least equal to the clear width of the opening.

The width of the wall on each side of the opening is at least equal to the clear opening width.

See 13002 for lintels at openings not meeting these conditions.

This schedule may be used for any lintel in solidly grouted walls up to 8' span.

4.

A.

B.

6.

5.

NOTE:

3.

2.

2-#5 Bottom

1.

2-#4 Bottom

12" Block

2-#5 Bottom 1-#5 Bottom

2-#4 Bottom

8" Block

1-#4 Bottom

6" Block

Non bearing wall 4'-1" to 8'-0" span.

Non bearing wall up to 4'-0" span.

Clear Masonry Opening

N/A

1-#4 Bottom

4" Block

1. All lintels by miscellaneous metals.

2. Provide lintels over all masonry openings not tight to deck, including duct openings. Refer to mechanical drawings.

3. Lintels not required for hollow metal door frames with concrete block openings less than 2'-6".

4. Provide 8" minimum bearing each end, therefore clear opening plus 1'-4".

5. The lintel plate shall be centered in the wall. Edge of plate shall be minimum 5/16" from each edge.

6. The schedule above is a general schedule - see details for specific lintel conditions.

7. Refer to structural drawings for masonry bearing wall lintels.

MISC METAL LINTEL SCHEDULE - NON-BEARING WALLS

Clear Masonry Opening

4" Wall 6" Wall 8" Wall 1'-0" Wall 1'-4" Wall

4'-0" or Less 3 1/2" x 3 1/2" x 5/16" <

5'-0" or Less

6'-0" or Less

7'-0" or Less

8'-0" or Less

12'-0" or Less

3 1/2" x 5" x 5/16" < LLV

3 1/2" x 5" x 5/16" < LLV

3 1/2" x 5" x 5/16" < LLV

3 1/2" x 5" x 5/16" < LLV

(2) 2 1/2" x 3 1/2” x 5/16” <’s

LLV

(2) 3" x 5” x 5/16” <’s LLV

W 8x15 PLUS 5/16” x 5”

PLATE

(2) 3 1/2” x 3 1/2” x 5/16” <’s

(2) 3 1/2” x 5” x 5/16” <’s LLV

W 8x15 PLUS 5/16” x 7”

PLATE

(2) 5” x 3 1/2” x 5/16” <’s + 5/16”x 11” PLATE LLV

W 8x15 PLUS 5/16”x 11” PLATE

W 8x10 PLUS 5/16” x 15”

PLATE

W 8x10 PLUS 5/16” x 15”

PLATE

W 8x10 PLUS 5/16” x 15”

PLATE

W 8x10 PLUS 5/16” x 15”

PLATE

W 8x10 PLUS 5/16” x 15”

PLATE

W 8x15 PLUS 5/16” x 15” PLATE

(2) 3" x 5” x 5/16” <’s LLV

(2) 3" x 5” x 5/16” <’s LLV

(2) 3" x 5” x 5/16” <’s LLV

(2) 3 1/2” x 5” x 5/16” <’s LLV

(2) 3 1/2” x 5” x 5/16” <’s LLV

(2) 3 1/2” x 5” x 5/16” <’s LLV

(2) 5” x 3 1/2” x 5/16” <’s + 5/16” x

11” PLATE LLV

(2) 5” x 3 1/2” x 5/16” <’s + 5/16”x 11” PLATE LLV

(2) 5” x 3 1/2” x 5/16” <’s + 5/16” x

11” PLATE LLV

(2) 5” x 3 1/2” x 5/16” <’s + 5/16” x

11” PLATE LLV

SET IN CONCRETE

FILL W/ CONC

PITCH 1/4" PER FOOT AWAY FROM BOLLARD

TOP OF SLAB OR FINISHED GRADE

FIELD PAINTED GALV 6" DIASTEEL PIPE

PIPE BOLLARD CAP

4"

3'-8

"3'-6

"

8"

3"

CORE DRILL EXIST SLAB/ BITUMINUS

OVERHEAD DOOR AND TRACK ASSCHEDULED- TRACK AND ANCHOR PER MFR- SET TRACK TO LIFT DOOR AS HIGH AS POSSIBLE. COORDINATE WITH MECH, ELECT, AND STRUCT

C BLK

PATCH EIFS, MATCH EXISTING EIFS COLORS, SEE ELEVATION

WEATHERSTRIP BY DOOR CONTRACTOR

PAINTED MTL LINTEL-SEE STRUCT

PATCH INSLUATION

NOTE: CONTRACTOR TO VERIFY

EXISTING WALL CONSTRUCTION

BOND BEAM OR LINTEL, SEE STRUCT

TREATED LUMBER BLOCKING AS REQUIRED BY MFR FOR MOUNTING

WEATHERSTRIP BY DOOR CONTRACTOR

OVERHEAD GARAGE DOOR - AS SCHEDULED. TRACK AND ANCHOR PER MFR

1/2" EXPANSION JOINT MATERIALBELOW (AS OCCURS)

PATCH INSULATION AND EIFS, WRAP INTO JAMB. MATCH EXISTING EIFS COLORS, SEE ELEVATION

BOLLARDS, SEE PLAN. ALIGN WITH JAMB EDGE

1'-6"

STEEL ANGLE, ANCHOR TO BLOCK

TREATED LUMBER BLOCKING AS REQUIRED BY MFR FOR MOUNTING

ALIGN

1'-6"

ALIGN

NOTE: CONTRACTOR TO VERIFY

EXISTING WALL CONSTRUCTION

SEALANT FOR EXPANSION JOINT, AS OCCURS

EIFS BEYOND, PATCH AT JAMBS, MATCH EXISTING EIFS COLORS

OH DOOR WITH BOTTOM GASKET

CONCRETE APRON SEE STRUCT.

EXISTING BITUMINOUS

NOTE: CONTRACTOR TO VERIFY EXISTING WALL CONSTRUCTION

SEE SCHEDULE FOR FRAME DEPTH

ADJACENT WALL AS OCCURS

METAL STUD ANCHOR

DOUBLE STUDS @ JAMB

GYP BD PARTITION

4"

F

E

D

C

B

A

1 2 3 4 5 6 7 8

A

MN

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A4.101

DETAILS -GENERAL -SYMBOLS ANDABBREVIATIONS



EBL

KH

02/07/2020

192216

MINNESOTA


26979

ARCHITECT

RH RELIEF HOOD

RM ROOM

RTU ROOF TOP UNIT

RUB RUBBER

RWL RAIN WATER LEADER

SBD SMART BOARD

SCHED SCHEDULE

SD SOAP DISPENSER

SF SQUARE FOOT (FEET)

SF-__(#) STOREFRONT TYPE

SIM SIMILAR

SND SANITARY NAPKIN DISPENSER

SNR SANITARY NAPKIN RECEPTOR

SST STAINLESS STEEL

STN STONE

STRUCT STRUCTURAL

TBD TACKBOARD

TEMP TEMPORARY

TERR TERRAZZO

TPH TOILET PAPER HOLDER

TWC TACKABLE WALLCOVERING

TYP TYPICAL

UL UNDERWRITER'S LABORATORY

UNO UNLESS NOTED OTHERWISE

UR URINAL

USF URETHANE SLURRY FLOORING

V PLAS VENEER PLASTER

VAT VINYL ASBESTOS TILE

VCT VINYL COMPOSITION TILE

VIF VERIFY IN FIELD

VTR VENT THROUGH ROOF

VWC VINYL WALLCOVERING

VWF VINYL WALL FABRIC

W-__(#) WINDOW TYPE

WC WATER CLOSET

WD WOOD

WSCT WAINSCOT

WWF WELDED WIRE FABRIC

FFE FINISHED FLOOR ELEVATION

FRP FIBERGLASS REINFORCED PANEL

G BLK GLAZED CONCRETE BLOCK

GA GAUGE

GB GRAB BAR

GRD BLK GROUND FACE CONCRETE BLOCK

GST GLAZED STRUCTURAL TILE

GYP BD GYPSUM BOARD

HCAP HANDICAPPED

HM HOLLOW METAL

HT HOMOGENEOUS TILE

ID INSIDE DIAMETER

INSUL INSULATION

L-__(#) LOUVER TYPE

LAV LAVATORY

LINO LINOLEUM

LVT LUXURY VINYL TILE

M/S MIRROR WITH SHELF

MATL MATERIAL

MAX MAXIMUM

MBD MARKERBOARD

MECH MECHANICAL

MEF MOSAIC EPOXY FLOORING

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

NIC NOT IN CONTRACT

NO NUMBER

NSF NON-SLIP FLOORING

NTS NOT TO SCALE

OH OVERHEAD

P LAM PLASTIC LAMINATE

P TILE PORCELAIN TILE

PLAS PLASTER

PT PAINT

PTD PAINTED

PVC POLYVINYL CHLORIDE

PWP PLASTIC (PHENOLIC) WALL PANEL

QRT QUARTZ

QT QUARRY TILE

R RADIUS

RAF RESILIENT ATHLETIC FLOORING

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RES RESILIENT

RF RESINOUS FLOORING

RFT RUBBER FLOOR TILE

& AND

@ AT

ACT ACOUSTICAL CEILING TILE

AF ACCESS FLOORING

AFF ABOVE FINISHED FLOOR

ALT #__ ALTERNATE NUMBER

ALUM ALUMINUM

AP ACCESS PANEL

AWC ACOUSTICAL WALL COVERING

AWF ACOUSTICAL WALL FABRIC

AWP ACOUSTICAL WALL PANEL

B BLK BURNISHED CONCRETE BLOCK

BLDG BUILDING

BRK BRICK

C BLK CONCRETE BLOCK

CG CORNER GUARD

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CM CULTURED MARBLE

CMU CONCRETE MASONRY UNIT

CONC CONCRETE

CONT CONTINUOUS

CPT CARPET

CRF CHEMICAL RESISTANT FLOORING

CT CERAMIC TILE

CTP COUNTERTOP

CU CONDENSING UNIT

CUH CABINET UNIT HEATER

CW-__(#) CURTAINWALL TYPE

DEMO DEMOLITION

DF DRINKING FOUNTAIN

DIA DIAMETER

DN DOWN

E PT EPOXY PAINT

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

EJ EXPANSION JOINT

ELEC ELECTRICAL

ELEV ELEVATION

EPDM ETHYLENE PROPYLENE DIENE MONOMER

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXP EXPOSED

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FF&E FIXTURES

SYMBOLS SYMBOLS

SYMBOLS MASONRY LINTEL SCHEDULE LINTEL SCHEDULE

ABBREVIATIONS

01/2" = 1'-0"

BOLLARD DETAILF7

1'-6" 3'

01 1/2" = 1'-0"

EXT OH DOOR HEADB7

1/2' 1'

01 1/2" = 1'-0"

EXT OH DOOR JAMBC7

1/2' 1'

01 1/2" = 1'-0"

EXT OH DOOR SILLD7

1/2' 1'

03" = 1'-0"

JAMB (HEAD & SILL AT BORROWED LITE, SIMILAR)E7

3" 6"

Revisions


BASEML100'-0"

PATCH EIFS AROUND NEW OPENINGS, MATCH EXISTING COLORS, REVEALS AND BANDING. VERIFY EXISTING CONDITIONS IN FIELD.


CDE AA.8BB.2C.1C.5D.9

VIF

1'-8

"

VIF

2'-0

"V

IF8'-4

"V

IF2'-0

" LOUVER, SEE PLAN

BASEML100'-0"

PATCH EIFS AROUND NEW DOORS AND LOUVERS MATCH AND VERIFY EXISTING COLORS, REVEALS AND BANDING


T.O. OPENING

112'-0"

D EC.5 D.9

VIF

2'-0

"

P.LAM COUNTER TOP WITH BACK SPLASH

P.LAM BASE CABINET WITH TOP DRAWERS34

"4"

20"

BASE AS SCHED. 33" 33" 33" SCRIBE

V.I.F.+/- 101"

F3A5.101

_______

P.LAM SHELF AND SUPPORT BRACKETS AS REQUIRED

SEALANT BY MECH PRIOR TOINSTALLATION OF SLEEVE

BIRD SCREEN

ALUMINUM LOUVER

CONT 12 GA CAVITY SEALING SLEEVE AT JAMBS & SILLS BY MECH - INSTALL BEFORE LOUVER. SEAL TO CONC BLK W/ SEALANT, CONNECT DUCTWORK TO SLEEVE

SEALANT & BACKER ROD

BR

.LO

UV

ER

WID

TH

3/8

" S

EA

LA

NT

PATCH INSULATION AND EIFS, WRAP INTO JAMB. MATCH EXISTING EIFS COLORS, SEE ELEVATION

EXISTING CONC. BLOCK AS OCCURS

ALUMINUM LOUVER

BIRD SCREEN

CONT ANCHOR BY LOUVER MFR

FLEXIBLE FLASHING

SEALANT

EXISTING CONC BLOCK AS OCCURS

CONT 1X2 TREATED WOOD BLOCKING

3/4" TREATED PLYWOOD SUB-SILL SET ON SILL SEALER

TREATED WOOD BLOCKING

1/8" ALUMINUM SILL FLASHING BY LOUVER MANUFACTURER

CONT 12 GA CAVITY SEALING SLEEVE - SEE NOTE ABOVE

BR

.LO

UV

ER

HE

IGH

T

OF

SIL

L &

SE

ALA

NT

VE

RIF

Y D

IM

NOTES APPLY

A5.504

B3

PATCH INSULATION AND EIFS. MATCH EXISTING EIFS COLORS, SEE ELEVATION

ALUMINUM FLAHSING INSTALLED OVER FLEXIBLE FLAHSING W/ SEALNT JOINT AT TOP.


SEALANT BY MECH PRIOR TOINSTALLATION OF SLEEVE

BIRD SCREEN

ALUMINUM LOUVER

CONT 12 GA CAVITY SEALING SLEEVEAT JAMBS & SILLS BY MECH - INSTALLBEFORE LOUVER. SEAL TO CONC BLK W/ SEALANT. CONNECTDUCTWORK TO SLEEVE

SEALANT & BACKER ROD

BR

.LO

UV

ER

HE

IGH

T

3/8

" S

EA

LA

NT

NOTES APPLY

A5.501

D5

LINTEL, SEE STRUCT

PATCH INSULATION AND EIFS. MATCH EXISTING EIFS COLORS, SEE ELEVATION

BASEML100'-0"

PATCH EIFS AROUND NEW LOUVER. MATCH AND VERIFY EXISTING COLORS, REVEALS AND BANDING.

LOUVER, SEE PLAN

T.O. LOUVER

114'-0"

VIF

2'-0

"

BASEML100'-0"


LOUVER, SEE PLAN


LOUVER, SEE PLANT.O. LOUVER

114'-0"

T.O. LOUVER

108'-4"

1 4 5

VIF

2'-0

"

1 1/4" P LAM COUNTERTOP W/ SEALANT AT WALL

P LAM BACKSPLASH W/ SEALANT AT WALL

CABINET DOOR

ADJUSTABLE SHELF

DRAWER

CONT 2x6 WOOD BLOCKING AT GYP BD WALLS

BASE AS SCHEDULED.

SE

E E

LE

VA

TIO

NS

EE

ELE

VA

TIO

N

23" NOMINAL WITHOUT DOORS/ DRAWERS

24" NOMINAL WITH DOORS/ DRAWERS

4"

13"

P.LAM SHELF

MATERIAL KEY

BEIGE EIFS(MATCH EXISTING)

RED EIFS(MATCH EXISTING)

REINFORCED CONC SLAB ON GRADE OVER VAPOR BARRIER

EXISTING CONC SLAB ON GRADE

HAND EXCAVATE/ NEW CONC TIE IN

4"

6"

4"

F

E

D

C

B

A

1 2 3 4 5 6 7 8

A

MN

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A5.101

EXTERIORELEVATIONS,CASEWORK,DETAILS, ANDMATERIAL FINIHSSCHED.



EBL

KH

02/07/2020

192216

MINNESOTA


26979

ARCHITECT

01/8" = 1'-0"

NORTH ELEVATIONA4

6' 12'

01/8" = 1'-0"

SOUTH ELEVATIONC3

6' 12'

01/4" = 1'-0"

BREAKROOM CASEWORKD3

3' 6'

01 1/2" = 1'-0"

LOUVER JAMBD7

1/2' 1'

01 1/2" = 1'-0"

LOUVER SILLF5

1/2' 1'

01 1/2" = 1'-0"

LOUVER HEADE5

1/2' 1'

01/8" = 1'-0"

EAST ELEVATIONB4

6' 12'

01/8" = 1'-0"

WEST ELEVATIONC5

6' 12'

03/4" = 1'-0"

TYPICAL CASEWORK SECTIONF3

1' 2'

MATERIAL FINISH/ COLOR SCHEDULE

Item Manufacturer Color/ Finish

07 24 13 EIFS-PB

EIFS Color Sto Color: Match Existing Red

EIFS Color Sto Color: Match Existing Beige

EIFS Texture As specified Match Existing

08 36 00 Sectional Metal Overhead Doors

Factory Painted Door Panels As specified Color: White

08 91 00 Louvers

L1, L2, L3 As specified Color: Sierra Tan

L4 As Specified Color: Brick Red

09 30 00 Tile

Porcelain Floor Tile- Field 1 As specified Color: White

Porcelain Floor Tile- Field 2 As specified Color: White

Grout- Porcelain Wall Tile As specified Color: As selected by Architect from standard line

Ceramic Wall Tile- Field As specified Color: White

Grout- Ceramic Wall Tile As specified Color: As selected by Architect from standard line

09 65 00 Resilient Flooring

LVT - 1 Milliken Pattern/ Color: Stone / CHT212

VB - 2 Johnsonite Color: 32 Pebble

09 68 00 Carpet

CPT - 1 Milliken Pattern/ Color: SEPIO - Rampart - RAM118-133 Castle

CPT - 2 Milliken Pattern/ Color: ARCADIA - Grassland - GRS106-79 Idyllic

VB - 1 Johnsonite Color: 40 Black

Transition Strips As specified Color: As selected by Architect from standard line

09 91 00 Paint

PT 4B-Interior HM Doors Sherwin Williams Color: SW 6002 Essential Gray

PT 5-Interior Misc. Metals Sherwin Williams Color: SW 7005 Pure White

PT 6A-Walls Sherwin Williams Color: SW 6000 Snowfall

PT 6B-Walls Sherwin Williams Color: SW 6002 Essential Gray

PT 6C-Walls Sherwin Williams Color: SW 7005 Pure White

PT 7-Soffits Sherwin Williams Color: SW 7005 Pure White

PT 8-Ceilings Sherwin Williams Color: SW 7005 Pure White

12 32 16 Plastic Laminate Casework

Plastic Laminate Horiz Surface Formica Color: 3692 Labrador Granite

Plastic Laminate Vert Surface Formica Color: 6932 Macchiato Walnut

PVC Edging-Countertop Dollken Color: 6477G

PVC Edging-Casework Dollken Color: 5357

01 1/2" = 1'-0"

SECTION AT EXISTING/ NEW SLABF7

1/2' 1'

Revisions


A A.8

2

2.1

2.8

2.9

3

GD1

GD1

TOILET

A109TOILET

A108

CIRC

A103

CIRC

A110

BREAKROOM

A104

MECH

A113

GARAGE

A112

CUSTODIAL

A125

1212

GD1

OFFICE

A106

OFFICE

A105

EQ

8'-7"

EQ

12

A A.8

2

2.1

2.8

2.9

3

232324

TOILET TOILET

24 24

CUSTODIAL

MECH

BREAKROOM

CIRC

CIRC

GARAGE

OFFICE OFFICE

4

DEMOLITION LEGEND

WALL TO REMAIN

DOOR TO REMAIN

WALL TO BE REMOVED

DOOR, FRAME, AND HARDWARE TO BE REMOVED UNLESS NOTED OTHERWISE

DESIGNATED ITEM TO BE REMOVED

DESIGNATED ITEM TO REMAIN

DEMOLITION PLAN KEY NOTES:

1 SAW CUT AND REMOVE PORTION OF C BLK & EIFSWALL AS REQUIRED TO ACCOMODATE NEWCONSTRUCTION. SEE ALSO STRUCT.

2 REMOVE WOOD DOOR, HOLLOW METAL FRAME, ANDASSOCIATED HARDWARE.

3 REMOVE HOLLOW METAL DOOR, FRAME, ANDASSOCIATED HARDWARE.

4 REMOVE GYP. BD/STUD WALL IN ITS ENTIRETY.

5 REMOVE EXISTING OVERHEAD DOOR, ASSOCIATEDHARDWARE AND ANCHORS.

6 REMOVE EXISTING COILING DOOR, ASSOCIATEDHARDWARE.

7 SAWCUT AND REMOVE EXISTING CONC. BLOCK WALLAS REQUIRED TO ACCOMMODATE NEWCONSTRUCTION. SEE ALSO STRUCT.

8 REMOVE EXISTING CURTAINWALL OR STOREFRONTASSEMBLY INCLUDING ALL ANCHORS, DOORS,HARDWARE, AND THRESHOLD.

9 CAREFULLY REMOVE AND SALVAGE EXISTINGSTOREFRONT ASSEMBLY FOR REINSTALLATION.

10 REMOVE EXISTING GYP BD. CEILING ANDASSOCIATED FRAMING IN ITS ENTIRETY.

11 REMOVE EXISTING CARTPET, BASE, ANDASSOCIATED ADHESIVES IN ITS ENTIRETY.

12 REMOVE EXISTING WOOD STAIR AND PLATFORM INITS ENTIRETY.

13 REMOVE EXISTING TRACK, MOTOR, SUPPORTS, ANDANCHORS. OVERHEAD DOOR AND ASSOCIATEDHARDWARE TO KEEP THE DOOR IN PLACE IS TOREMAIN.

14 REMOVE EXISTING LAMINATE FLOORING, BASE,TRANSITION STRIPS, ETC. AS REQUIRED TOACCOMMODATE NEW CONSTRUCTION.

15 CAREFULLY REMOVE EXISTING GYP-CRETE.CONCRETE SLAB ON GRADE TO REMAIN.

16 SAWCUT AND REMOVE EXISTING GYP. BD. CEILING.APPROXIMATE EXTENTS SHOWN.

17 REMOVE EXISTING WOOD FLOORING IN ITSENTIRETY.

18 REMOVE PORTION OF EXISTING GYP. BD. STUD WALLAS REQUIRED TO ACCOMODATE NEW WORK. SEESTRUCT AND MECH.

19 REMOVE EXISTING ACT CEILING ASSEMBLY IN ITSENTIREETY, INCLUDING ALL GRIDS, HNGERS, ETC.SEE ALSO MECH AND ELEC.

20 REMOVE EXISTING SLAT WALL AND ALL ASSOCIATEDANCHORS IN ITS ENTIRETY.

21 REMOVE EXISTING HM FRAME, GLAZING ANDASSOCIATED HARDWARE.

22 REMOVE SEMI-RECESSED FIRE EXSTINGUISHER.

23 REMOVE EXISTING GYP. BD. WALL, AND TILE ASREQUIRED TO ACCOMODATE NEW WORK. SEE ALSOSTRUC, MECH, AND ELEC.

24 CAREFULLY REMOVE, SALVAGE, AND STORE TOILETACCESSOREIS AND FIXTURES AS REQUIRED TOACCOMODATE NEW CONSTRUCTION.

25 CAREFULLY REMOVE, SALVAGE, AND STOREEXISTING UPPER CABINET FOR MECHANICAL WORK.SEE ALSO MECH.

26 REMOVE EXISTING COLUMN. SEE ALSO STRUCT.

FLOOR PLAN KEY NOTES:

1 PATCH EIFS AROUND NEW OPENINGS.

2 BOLLARD, SEE DETAIL F7/A4.101

3 PATCH, PREP, AND PAINT GYP BD. AS REQUIRED TOACCOMMODATE NEW CONSTRUCTION. SEE ALSOROOM FINISH SCHEDULE.

4 INFILL CONCRETE AT LOCATION OF REMOVAL UNDEROVERHEAD DOOR. MATCH EXISTING SLOPES FORPROPER DRAINAGE.

5 MODIFY EXISTING GYP. BD. WALL AND REINSTALLSALVAGED STOREFRONT ASSEMBLY.

6 INSTALL FRP OVER EXISTING GYP. BD. TO 8'-0" AFF.

7 INFILL OPENING WITH METAL STUD AND GYPSUMBOARD. ALIGN GYPSUM ON BOTH SIDES OF THEWALL.

8 DOOR ACTUATOR, SEE ALSO ELEC.

9 CARD READER, SEE ALSO ELEC.

10 CONCRETE APRON, SEE STRUCT.

11 INFILL APPROXIMATLY 35 SQ. FT. OF EXISTINGOPENINGS IN BLOCK WALL. SEE ALSO STRUCT, ANDMECH.

12 REINSTALL SALVAGED TOILET ACCESSORIES ANDFIXTURES. SEE ALSO MECH AND ELEC.

13 REINSTALL SALVAGED UPPER CABINET.

A A.8 B B.2

2

2.1

2.8

2.9

3

BREAKROOM

OFFICEOFFICE

CIRC

CUSTODIAL

GARAGEMECH

TOILETTOILET

GARAGE

SAW CUT AND, IN STRAIGHT LINES, REMOVE PORTION OF EXISTING SLAB OR BITUMINOUS PAVEMENT AND SUB SOILS AS REQUIRED TO ACCOMMODATE NEW CONSTRUCTION. SEE ALSO STRUCT AND MECH. REMOVAL EXTENTS SHOWN ARE MINIMUM.

CONCRETE SLAB INFILL TO BE FLUSH WITH ADJACENT CONCRETE SLAB AND MATCH EXISTING SLOPES, SEE ALSO .

SLAB DEMOLITION AND INFILL LEGEND

F7/A5.101

INFILL SLAB WHERE WALL HAS BEEN REMOVED TO 8" BELOW SLAB.

CONCRETE DECK, AS OCCURS

CEILING, AS OCCURS

SOUND ATTENUATION BATT INSUL (SEE SCHEDULE BELOW)

FLOOR FINISH AND BASE AS SCHEDULED

METAL STUD FRAMING @ 16'' OC

5/8'' GYP BD

ACOUSTICAL SEALANT

F

E

D

C

B

A

1 2 3 4 5 6 7 8

A

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A9.101

ALTERNATE NO.1DEMOLITION,FLOOR , ANDSLABDEMOLITION ANDINFILL PLANS



EBL

KH

02/07/2020

192216

MINNESOTA


26979

ARCHITECT

01/8" = 1'-0"

MAIN LEVEL FLOOR PLAN ALT NO. 1F7

6' 12'

01/8" = 1'-0"

MAIN LEVELDEMOLITION PLAN ALT NO. 1D7

6' 12'

ROOM FINISH SCHEDULE ALT. NO. 1

ROOM NO ROOM NAME FLOOR BASE

N WALL - TYP E WALL S WALL W WALL

REMARKSMATL FIN MATL FIN MATL FIN MATL FIN

A108 TOILET P.TILE-1 P.TILE-2 EXIST EXIST GYP. BD. CT-1 EXIST EXIST GYP. BD. CT-1

A109 TOILET P.TILE-1 P.TILE-2 EXIST EXIST EXIST EXIST EXIST EXIST GYP. BD. CT-1

A125 CUSTODIAL -- -- EXIST EXIST GYP. BD. PT-6C EXIST EXIST EXIST EXIST

PLAN GENERAL NOTES

1. REFER TO DETAILS OF CONSTRUCTION FOR:THEABOVE SECTIONS ARE LISTED FOR REFERENCE ONLY,AND ARE NOT EXCLUSIVE TO AREAS OF WORK. ALLDETAILS SHALL BE REVIEWED FOR SCOPE OF WORK.

2. ALL PLAN DIMENSIONS ARE NOMINAL TO FACE OFWALL. WALL THICKNESSES ARE SHOWN NOMINAL, SEEWALL TYPES FOR ACTUAL THICKNESS.

3. ALL GYP. WALLS ARE TO BE 5 INCHES THICK UNLESSOTHERWISE NOTED.

4. ALL CONCRETE BLOCK WALLS ARE TO BE 8 INCHESTHICK UNLESS OTHERWISE NOTED.

5. COORDINATE SIZE AND LOCATION OF ALL DUCT ANDSHAFT OPENINGS IN WALLS AND FLOORS W/ MECH.AND ELEC. PROVIDE ALL REQUIRED LINTELS FOROPENINGS. SEE LINTEL SCHEDULE.

6. FIELD VERIFY ALL MILLWORK OPENINGS.

7. SET FLOOR DRAINS 3/4" BELOW FINISHED CONCRETEFLOORS UNLESS OTHERWISE NOTED. PROVIDECONSISTENT SLOPE FROM WALL TO DRAIN BYSLOPING CONCRETE, MIN. 1/4" PER FOOT.

8. ALL DOOR/SIDELITE OPENINGS TO BEGIN 4" FROMADJACENT WALL UNLESS OTHERWISE NOTED.

DEMOLITION GENERAL NOTES

1. DEMOLITION NOTES AND PLANS ARE PROVIDED AS A GUIDEONLY. CONTRACTOR TO VERIFY EXISTING CONDITIONS ANDEXAMINE DRAWINGS AND DETAILS TO DETERMINE EXTENTAND LIMITS OF DEMOLITION REQUIRED TO ACCOMMODATENEW CONSTRUCTION.

2. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALLASPECTS OF DEMOLITION. CONTRACTOR TO REVIEW ALLDRAWINGS FOR ADDITIONAL DETAILS AND CONSTRUCTIONAND SEQUENCING NOTES. MECHANICAL AND ELECTRICALDEMOLITIONS ARE SHOWN ON MECHANICAL AND ELECTRICALDRAWINGS.

3. REFER TO MECHANICAL AND ELECTRICAL FOR ADDITIONALDEMOLITION NOTES.

4. CONTRACTOR TO COORDINATE DEMOLITION WITH DETAILSAND STRUCTURAL DRAWINGS TO INSTALL NEW LINTELS ORSTRUCTURAL COMPONENTS TO SUPPORT EXISTINGSTRUCTURE.

5. PROVIDE AND COORDINATE ALL DEMOLITION ANDRECONSTRUCTION WITH NEW WORK PLAN DIMENSIONS ANDINSTALLATION OF NEW MATERIALS AND FINISHES, ASREQUIRED, WHETHER INDICATED ON DRAWINGS OR NOT.

6. PROVIDE SMOOTH AND CLEAN SUBSTRATE TO ALL AREASRECEIVING NEW FINISHES. COORDINATE WORK WITH PLANSAND THE ROOM FINISH SCHEDULE.

7. ALL RELATED WOOD BLOCKING SUPPORT STRUCTURE,HARDWARE CONNECTION DEVICES, ADHESIVES, AND/ORMASTIC SHALL BE REMOVED FROM SURFACES AT ITEMSNOTED FOR REMOVAL. PROVIDE SURFACES ACCEPTABLEFOR PATCHING AND/OR NEW WORK.

8. DEMOLITION KEY NOTES WITHOUT ARROWS INDICATE THATTHE NOTE APPLIES TO THE ENTIRE ROOM/SPACE.

ROOM FINISH SCHEDULE GENERAL NOTES

1. SEE DETAILS OF CONSTRUCTION FOR ABBREVIATIONS

2. IF ALL WALLS IN ROOM HAVE THE SAME FINISH, THE "NWALL-TYP" COLUMN WILL BE USED.

3. DISCREPANCIES BETWEEN THE ROOM FINISHSCHEDULE AND DRAWINGS SHALL BE REPORTED TOTHE ARCHITECT FOR FINISH DETERMINATION.

4. ON WALLS WHICH ARE COVERED WITH MILLWORK, AFINISH SHALL NOT BE APPLIED TO THE WALL BEHINDEXCEPT FOR LOCATIONS WHICH MAY BE EXPOSED (I.E.SPACE BETWEEN MILLWORK.)

5. REFER TO MATERIAL FINISH/ COLOR SCHEDULE FORSPECIFIC FINISH TYPES AND COLORS.

6. FOR CEILING MATERIAL WHEN MORE THAN ONECEILING MATERIAL OCCURS THE CEILING FINISH ISINDICATED THUS: "/".

01/8" = 1'-0"

MAIN LEVEL SLAB DEMOLITION AND INFILL PLAN - ALT. NO. 1F2

6' 12'

01 1/2" = 1'-0"

WALL TYPE GDB2

1/2' 1'


GD1 3 5/8" BATT N/A

Revisions


STRUCTURAL NOTESSTRUCTURAL SYMBOLS

STONE

SAND OR GROUT

CONCRETE

EARTH, FILL OR BACKFILL

BATT OR BLANKET INSULATION

PLYWOOD

CONCRETE BLOCK - HOLLOW OR SOLID

FACE OR COMMON BRICK

RIGID INSULATION

STEEL OR METAL

FINISH WOOD

WOOD BLOCKING

DIMENSIONAL LUMBER

A

XXXX

1

GRID BUBBLE

REVISION MARK - INDICATES A CHANGEAFTER CONTRACT DOCUMENT ISSUE

DRAWING NUMBER WHERESECTION IS FOUND

SECTION NUMBER

DETAIL NUMBER

L1

1

CF4-0

BP1

KEY NOTES - SPECIFIC NOTES KEYED TOAN ELEMENT OR AREA, SEE SCHEDULE

LINTEL MARK - SEE SCHEDULE

FOOTING MARK FOR COLUMNS - SEE SCHEDULE

BEARING PLATE MARK - SEE SCHEDULE

XXXX

XXXX

DRAWING NUMBER WHEREDETAIL IS FOUND

DRAWING NUMBER WHEREELEVATION IS FOUND

ELEVATION NUMBER

EMBED PLATE MARK - SEE SCHEDULEEP1

PILE CAP MARK - SEE SCHEDULEPC1

STUD RAIL MARK - SEE SCHEDULESR1

S

IN LIMIT LINES

FOOTING STEP

MATERIAL LIMIT LINES

MATERIAL NOT INCLUDED

DIMENSION LINES

STEEL BEAM CONTINUOUS

MOMENT CONNECTION FOR

SPAN OF STRUCTURAL ELEMENT

STEEL BEAMS

STEEL BEAM SPLICE

OVER SUPPORT

HIDDEN EXISTING BUILDING LINE

BREAK LINE

DIRECTION OF SLOPE

EXISTING BUILDING LINE

MATCHLINE

SW1 SHEAR WALL MARK - SEE SCHEDULE

ELEVATION CHANGE (STEPPED OR SLOPED)

LOCATION OF BEAM BRACE

XXX PLF

DESIGN DIAPHRAGM SHEAR FORCE TO BE RESISTED BY PRECAST WALL PANEL OR COLD-FORMED STEEL STUD SHEAR WALL. SEE PLAN NOTES FOR LOAD TYPE.

SLAB REINFORCING - BOTTOM BARS

SLAB REINFORCING - TOP BARS

WF2-0 FOOTING MARK FOR WALLS - SEE SCHEDULE

STRUCTURAL ABBREVIATIONSADDN'L Additional

ALT Alternate

ANCH Anchor

AB Anchor Bolt

& And

L Angle

ARCH Architect or Architectural

@ At

BSMT Basement

BM Beam

BRG Bearing

BNT Bent

BTWN or BET Between

BLK Block

BB Bond Beam / Lintel Beam

BOT or BTM Bottom

BRKT Bracket

BLDG Building

CANT Cantilever

CLG Ceiling

CTR Center

CL Center Line

CTR'D Centered

C Channel

CLR Clear

COL Column

COMP Composite

CONC Concrete

CMU Concrete Masonry Unit

COND Condition

CONN Connection

CONST Construction

CONT Continuous

CJ Control Joint

CONTR Contractor

DL Dead Load

DEFL Deflection

DBA Deformed Bar Anchor

DTL or DET Detail

DIAG Diagonal

DIA Diameter

DIM Dimension

DWL(S) Dowel(s)

DWG(S) or DRWG Drawing(s)

EA Each

EF Each Face

EW Each Way

E East

E-W East - West

Fe Effective Force (P.T.)

ELEC Electrical

EL Elevation

ELEV Elevator

EQ Equal

EXP Expansion

EJ or EXP JT Expansion Joint

EXT Extend or Exterior

FF Far Face

FV Field Verify

FLG Flange

FLR Floor

FT Foot

FTG Footing

FOUND or FDN Foundation

GALV Galvanized

GA Gauge

GC General Contractor

GB Grade Beam

H H Shaped Column

HS Headed Stud(s)

HP High Point

HSS Hollow Structural Shape

HK Hook

HORIZ Horizontal

IN Inch

INFO Information

ID Inside Diameter

IF Inside Face

INSUL Insulation

INT Interior

JT Joint

JST(S) Joist(s)

KIP 1 Kip = 1,000 lbs

K Kips

K/FT Kips per Foot

KSF Kips per Square Foot

KSI Kips per Square Inch

LSL Laminated Strand Lumber

LVL Laminated Veneer Lumber

LW Light Weight

L Lintel

LL Live Load

LLH Long Leg Horizontal

LLV Long Leg Vertical

LSH Long Side Horizontal

LSV Long Side Vertical

LP Low Point

MFG Manufacturer / Manufacturing

MAS Masonry

MO Masonry Opening

MAT Material

MAX Maximum

MEP Mechanical, Electrical, and PlumbingMECH Mechanical

MEZZ Mezzanine

MIN Minimum

MISC Miscellaneous

MC Miscellaneous Channel

M Moment

NF Near Face

N North

N-S North - SouthNTS Not To Scale

NO or # Number

OC On Center

OPNG or OPG Opening

OPP Opposite

OD Outside Diameter

OF Outside Face

/ PerPLK Plank

PL Plate

PT Post Tension(ing)

# Pound

PSF Pound per Square Foot

PSI Pound per Square Inch

PC Precast

RFG Reinforcing

REINF Reinforcing or Reinforce

REBAR Reinforcing Bar

REQ'D Required

REV Reverse

RD Roof Drain

SCHED or SCH Schedule

SEC Section

V Shear

SHT Sheet

SIM Similar

SOG Slab on Grade

S South

SPS Spaces

SPEC Specification

SQ Square

STAGG Stagger

STD Standard

STL Steel

STRUCT or STR Structure

SUPP Support

TEMP Temporary or Temperature

THRU ThroughT&B Top and Bottom

TOB Top of Beam

TOF Top of Footing

TOS Top of Slab

TYP Typical

UN Unless Noted

UNO Unless Noted Otherwise

VER Verify

VIF Verify in Field

VERT Vertical

WWF Welded Wire Fabric

W West or Wide Flange

WND Window

W/ With

W/O Without

WD Wood

STRUCTURAL NOTES

These notes are provided for typical conditions. See plans and details for specific requirements in other areas.

DEFERRED STRUCTURAL SUBMITTALS

Deferred submittals are those portions of the design which are not submitted at the time of permit application but are to be submitted to the building official prior to installation. Deferred submittals are governed by Minnesota State Building Code (2015) section 1300.0130. The following items are to be issued as deferred submittals:

Temporary shoring for existing structureUnderpinning Temporary earth retention systemsHelical piles

For all deferred structural submittals, include design and calculations prepared and certified by an engineer licensed to practice in the state in which the project is located as part of the submittal documents. See specification for additional shop drawing requirements. Provide deferred submittals a minimum of 30 days prior to installation, and after contractor's review, to the architect and structural engineer for review for general conformance to the contract documents. After architect's and structural engineer's review, submit to building official for review and approval. Do not install deferred submittal items until submittal documents have been reviewed and approved by the building official.

Refer to architectural, civil, mechanical, and electrical drawings for additional deferred submittal components.

EXISTING CONDITIONS

Verify all dimensions, elevations, and detail of existing structure where they affect this construction.Notify engineer if there are any deviations from the contract documents.Obtain prior approval from Structural Engineer before cutting openings or recesses or making other modifications to existing structure not shown on structural drawings.

COORDINATION -- ARCHITECTURAL, MECHANICAL AND ELECTRICAL ITEMS

Verify all depressions, dimensions, elevations, openings, equipment supports, and details and coordinate by reference to architectural, mechanical and electrical drawings.

OPENINGS

Verify size and location of all openings with architectural, mechanical and electrical drawings. Structural drawings do not necessarily show all openings.Place openings in floor and roof not shown on structural drawings between structural members. Notify Structural Engineer before openings larger than 12" in any dimension are added.Obtain prior approval from Structural Engineer before making any openings through structural members if the openings are not shown on the structural drawings.

DESIGN CODES AND STANDARDS

International Building Code (2012) - As amended by the Minnesota State Building Code (2015)American Concrete Institute (ACI) 318-11 – Building Code Requirements for Structural ConcreteAmerican Concrete Institute (ACI) 530-11 – Building Code Requirements for Masonry StructuresAmerican Institute of Steel Construction (AISC) 360-10 – Specification for Structural Steel BuildingsAmerican Institute of Steel Construction (AISC) – Steel Construction Manual -Fourteenth EditionAmerican Welding Society - Structural Welding Code - Steel (2010) as modified by AISC Specifications

DESIGN STRESSES

Reinforcing Steel (Fy)60,000 psi (A615, Grade 60)

Concrete (f'c) (28-day compressive strength)5,000 psi for columns 4,500 psi for exterior concrete4,000 psi unless noted4,000 psi for interior slab on grade3,000 psi for footings, drilled piers, and topping3,000 psi (pre-mixed grout) for masonry cores, lintels, and bond beams

Masonry (28-day compressive strength)2,000 psi prism strength (f'm)2,800 psi CMU compressive strength3,000 psi grout strength

Structural Steel (Fy)50,000 psi (A992 or A572 Grade 50) for W shapes36,000 psi (A36) for bars, plates, angles and other shapes50,000 psi (A500, Grade C) for rectangular structural tubing46,000 psi (A500, Grade C) for round structural tubing35,000 psi (A53, Type E or S, Grade B) for pipes

DESIGN LOADS

Roof LoadsRefer to existing structural drawings for design loads and information.New and retrofitted building areas have been designed for the following roof design criteria:

Roof Dead Load: Refer to existing structural drawings for design loads and information.

Roof Snow Load ParametersGround Snow Load = 50 psfExposure Factor (Ce) = 1.0Occupancy Importance Factor = 1.0Thermal Factor (Ct) = 1.0Flat-Roof Snow Load (Pf) = 35 psf

Snow Drift Loads: In accordance with ASCE 7-10 Chapter 7.Floor Live Loads

Refer to existing structural drawings for design loads and information.Wind Loads

Refer to existing structural drawings for design loads and information.New and retrofitted building areas have been designed for the following wind design criteria:ASCE 7-10 Directional Procedure Parameters

Exposure BUltimate design wind speed 115 MPH (3 second gust)Nominal design wind speed 93 MPHWind Directionality Factor (Kd) 0.85Risk Category IITopographic Factor (Kzt) 1.0Internal Pressure Coefficient (GCpi) +/-0.18

Components and Cladding Wind Loads (ultimate)Walls:Zone 4 = 22 psf & -24 psfZone 5 = 22 psf & -29 psf

Seismic LoadsSeismic design not required per MSBC 1305.0011 Subparagraph 4.

TEMPORARY BRACING

Provide temporary bracing for all walls (concrete, masonry, cold formed steel, or wood) until they are of adequate design strength and are properly anchored in final form.

GEOTECHNICAL INFORMATION

The following assumed design parameters are used in the foundation design and must be verified in field by a licensed professional geotechnical engineer prior to placement of concrete footings/foundations:

Net soil bearing capacityStrip footings: 3000 psfSpread footings: 3000 psf

Lateral Soil Pressure (equivalent fluid pressure)Lateral active pressure: 35 psf/ftLateral at-rest pressure: 50 psf/ftLateral passive pressure: 300 psf/ft

Coefficient of friction: 0.4Minimum Soil Cover for Frost:

Heated = 42”Unheated = 60”

BACKFILLING

Backfill and materials behind foundation and retaining walls shall be as outlined in the Geotechnical Report.Do not backfill or compact earth against walls retaining earth until supporting slabs have reached 75% of their design strength or adequate bracing is in place. Provide bracing designed and certified by an Engineer licensed in the state in which the project is located. Submit design and calculations to Structural Engineer for review only.Backfill evenly on both sides of foundation walls to prevent overturning or lateral wall movement.

SHORING

Provide temporary shoring for existing construction until new construction is in place and properly anchored in final form.Shoring loads for existing structure are shown in the documents. Shoring shall be designed and certified by an Engineer licensed in the state in which the project is located.

UNDERPINNING

Underpin existing footing in 4’-0” foot maximum widths. Crib and brace excavations to limit unsupported footing length.Provide cribbing and cribbing bracing designed and certified by an Engineer licensed in the state in which the project is located. Submit calculations and details to Structural Engineer for review only.Contractor may submit alternative underpinning methods for review and approval to the Structural Engineer. Reimburse Engineer for all costs associated with the review.

WP Workpoint

STRUCTURAL WOOD WALL MARK - SEE SCHEDULE

LOCATION OF BRACED FRAME

LOW END OF BRACE

HIGH END OF BRACE

MBR Member

GL or GLU-LAM Glue Laminated Wood

MPH Miles per Hour

NOM Nominal

PSL Parallel Strand Lumber

PCF Pounds per Cubic Foot

T/ or TOP/ Top of Element

WW1

ITEM REMARKSREQUIRED?

IN ADDITION TO THE REGULAR INSPECTIONS, THE FOLLOWING STRUCTURAL ITEMS REQUIRE SPECIAL INSPECTION IN ACCORDANCE WITH SECTION 1705 OF THE INTERNATIONAL BUILDING CODE. SEE SPECIFICATION SECTION 014533 AND MATERIAL SPECIFICATION SECTIONS FOR SPECIFIC REQUIREMENTS. CONSTRUCTION NOT ASSOCIATED WITH THE STRUCTURAL SYSTEM MAY REQUIRE SPECIAL INSPECTION BUT IS NOT LISTED HERE.

YES1. Soils compliance prior tofoundation construction

Reference IBC 1705.6

NO2. Column footings Building is 3 stories or less in height

NO3. Wall footings Footing and pier concrete designed for f'c 2500 psi.Building is 3 stories or less in height

YES4. Structural concrete Reference IBC table 1705.3 and MSBC 1305.1705

YES5. Reinforcing steel Reference IBC table 1705.3

YES6. Bolts installed in concrete Reference IBC table 1705.3

YES7. Post-installed anchors Reference IBC table 1705.3

YES8. Structural steel fabrication May be performed by fabricator if fabricator isAISC certified. Reference IBC 1705.2 and AISC360 Chapter N

YES9. Structural welding and highstrength bolting

Reference IBC 1705.2.1 and AISC 360 Chapter N

YES10. Structural masonry Reference IBC 1705.4, TMS 402/602, and MSBC1305.1705

REQUIRED STRUCTURAL SPECIAL INSPECTIONS

CC1 COLUMN MARK - STEEL, CONCRETE, OR PRECAST - SEE SCHEDULESC1 PC1

MP1 PIER MARK - MASONRY OR CONCRETE - SEE SCHEDULECP1

WALL REINFORCING MARK - MASONRY OR CONCRETE - SEE SCHEDULEMW1 CW1

DRILLED PIER MARK - SEE SCHEDULEDP1

CONCRETE REINFORCING GENERAL

Provide standard hooks where hook lengths are not specified.See sheet S5.101 for required reinforcing splice lengths.Provide epoxy coated reinforcing for all concrete exposed to weather such as retaining walls, and exterior walls, piers, columns, slabs, and paving. Epoxy coated reinforcing is not required for building foundation walls unless specifically noted.Support slab reinforcing for its entire length and independent of beam steel.

Soft metric bar sizes vs. inch-pound (U.S. System of Measures) bar size table. BKBM drawings reflect the U.S. System of Measure.

Inch-Pound Bar Size Soft Metric Bar SizeDesignation Designation

#3 -------------------------------------- #10#4 -------------------------------------- #13#5 -------------------------------------- #16#6 -------------------------------------- #19#7 -------------------------------------- #22#8 -------------------------------------- #25#9 -------------------------------------- #29#10 -------------------------------------- #32#11 -------------------------------------- #36#14 -------------------------------------- #43#18 -------------------------------------- #57

CONCRETE COVER ON REINFORCING

Footings: 3" clear bottom and sides2" clear top

Walls: 1-1/2" clear outside face and surfaces exposed to earth or weather (2”for #6 bars or larger)

3/4" clear inside faceColumns, Piers, and Beams: 1-1/2" clear to ties or stirrupsSlab on Grade: Place reinforcing in upper third of slab

(minimum 3/4" clear top)Masonry Walls & Columns: centered in cell

1/2" from inside face of cell if not centeredMasonry Lintels/Bond Bms: Place bottom reinforcing within 4” of bottomof lintel

FOOTINGS

For wall footings, provide 32 bar dia. lap at reinforcing splices and full crossing lap at intersections.Unless otherwise noted, center wall footings under walls and column footings under columns.Footing elevations shown on plan are to top of footing (TOF).Hook wall and column dowels at 3" clear bottom of footing.

CONCRETE SLABS ON GRADE

Provide thickened slab below non-bearing masonry walls. See section 8/S4.101.See details 5-7/S4.101 for control/construction joints.If control joints are not shown on plan, place control/construction joints at columns and provide additional joints to meet the spacings indicated below:

Exterior slabs, 10'-0" oc maximumInterior slabs, 12'-0" oc maximum

"L" shaped panels and rectangular panels (with length to width ratio greater than 1.5) are not allowed.All control/construction joints must be continuous and not staggered or offset.

REINFORCED CONCRETE BLOCK WALLS

When one bar is required in a single core, place in center, unless noted otherwise. When two bars are required in a single core, place one near each face.See sheet S5.101 for required vertical reinforcing splice lengths. Lap horizontal bond beam reinforcing 48 bar diameters at splices. See detail 18/S4.101 for corner bars.Extend vertical reinforcing from footings to 2" clear top of wall or to beam bearing for reinforcing below beams.Fill block core at vertical reinforcing (8" minimum length along wall) with concrete or grout. Vibrate in place. Rodding and puddling are not allowedMaximum grout pour height is 4’-0” for plain masonry units or 12’-8” feet for open core block. Provide cleanouts if pour height exceeds 5'-4". Maximum grout lift height within a grout pour is 5’-4”. See Specification 042731 for grouting requirements if plain shapes are being used.Provide horizontal joint reinforcing at 16"oc.See detail 23/S4.101 at cmu control joints.

CONCRETE BLOCK WALL LINTELS

See architectural drawings for lintels in non-bearing masonry walls.All block lintels to be filled with concrete or grout. Vibrate in place.Fill a minimum of two block courses below lintel bearing.In masonry bearing walls, locate mechanical openings minimum 1'-4" from beam bearing locations and control joints. Do not locate openings within piers or lintels. See detail 16/S4.101 for openings up to 12" wide. For openings 12" to 36" wide, provide 2 -L5 x 3-1/2 x 5/16 LLV in 8" CMU walls and 2 - L6 x 6 x 5/16 LLV in 12" CMU walls. For openings 36" to 72" wide, provide W8x18 with 5/16" bottom plate in 8" and 12" CMU walls. Bear lintels 8" min each side of opening. See mechanical drawings for opening locations. For openings greater than 72" wide, submit proposed openings to Structural Engineer for review prior to placement. Multiple openings within 24" clear of each other are considered a single opening. If opening occurs next to concrete column, bolt L3x3x5/16 to column with two 1/2" dia. x 6" expansion bolts and rest lintel on angle.If opening occurs next to steel columns weld L3x3x5/16 to column and rest lintel on angle.

STRUCTURAL STEEL

Structural steel fabrication and construction shall conform to the AISC "Manual of Steel Construction" and the AISC "Code of Standard Practice for Steel Buildings and Bridges" latest editions.Galvanize structural steel exposed to weather and brick support angles in exterior walls according to ASTM A123.Do not field cut or alter structural members without approval of the Structural Engineer.

STRUCTURAL STEEL CONNECTIONS

Typically, provide welded or bolted shop connections and bolted field connections. Typical bolts are 3/4" Ø A325-N bolts in standard or short slotted holes. Standard roof beam splices are shown on sheet S5.101.Provide shear connections according to the standard connection schedules on sheet S5.101 and as follows:Use double angles for all girders and for all beams W24 and larger.Double angle connection or single plate connection may be used for other beams.For skewed girder connections, use a single plate connection with a capacity equal to or greater than the double angle connection for that beam size.Beams that connect to a column or wall on either end and support the load from another beam are considered girders. Beams supporting precast plank floors are considered girders.Beams requiring a non-typical connection will be noted on the drawings as DA-X for double angle connections or SP-X for single plate connections (where X denotes the number of bolt rows in the connection).Design bracing, moment, and other connections not detailed on the drawings for the loads indicated. Submit calculations for these connections.

2020 BKBM EngineersBakke Kopp Ballou & McFarlin, Inc.All rights reserved.This document is an instrument of service and is the property of BKBM Engineers and may not be used or copied without prior written consent.

BKBM Job No. 20199.00

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BKBMENGINEERS

6120 Earle Brown Drive, Suite 700 Minneapolis, MN 55430Phone: (763) 843-0420Fax: (763) 843-0421www.bkbm.com

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I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota.

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Orono Bus GarageConversion

S0.000

TITLE SHEET



MC/TRR

KLC/JRG

02/07/2020

192216

02/07/2020

SHEET INDEXS0.000 TITLE SHEET

S2.000 FOOTING AND FOUNDATION PLAN

S2.001 ROOF FRAMING PLAN



S5.101 SCHEDULES AND DETAILS

Revisions


S SS S S

SS

SS

S

S SS S S

A B C D E

1

2

2.9

5

SC2 CP1

CF6-0

SC1 SC1SC1

SC1CP1 CP1CP1

CP1

CF7-0 CF7-0CF7-0

CF6-0

SC1SC1

CF7-0

3

2.8

2.1

159'

- 4

1/2"

F.V

.

36' -

7 3

/4" F

.V.

41' -

0 3

/8" F

.V.

1' -

2" F

.V.

1' -

4" F

.V.

45' -

1" F

.V.

2' -

1" F

.V.

32' -

0 1

/2" F

.V.

EQ

EQ

B.2

120' - 10" F.V.

23' - 5 1/2" F.V. 4' - 10 1/2" F.V. 2' - 10" F.V. 13' - 11 1/2" F.V. 7 3/4" 22' - 3 3/4" F.V. 22' - 4 1/2" F.V. 27' - 5" F.V. 2' - 11 1/2" F.V.

EQ EQ

C.1A.8 C.5 D.9

EQ EQ

WF3-01

MW2

MP1MP4

MP1 MP2 MP4 MP4

WF3-01 MW2

SC1CF7-0

CP2 CP1

CF7-0

EXIST 4" SOG, F.V.

EXIST 6" SOG, F.V.

13S4.101

WF4-0

TO

F 9

5' -

0"

2

TOF 95' - 0"

2

13S4.101

13S4.101

EXIST 8" SOG, F.V.

EXIST 8" SOG, F.V.

EXIST 8" SOG, F.V.

TOF 99' - 0" TOF 98' - 0"

EXIST 8" SOG, F.V.

13S4.101

13S4.101

TO

F 9

6' -

0"

TO

F 9

5' -

0"

TO

F 9

6' -

0"

TO

F 9

6' -

0" MP2

MP2

MP2

MP2

MP2

MP2

MP1MP1

MP1

MP1

12S4.101

TYP AT APRON

S4.10125

TYP AT GRID 2.1 COLUMNS, 5 THUS

MP1

2

12S4.101

EXIST 8" SOG, F.V.

EXIST DRAIN, SEE ARCH

DRAIN, SEE ARCH

DRAIN, SEE ARCH DRAIN, SEE ARCH

10S4.101

4

EQ

EQ

_ ___________ __________ ___________ ___________ __________ ___________ ___________ __________ ___________ ___________ ___________ __________ ___________ ___________ __________ ___________ ___________ __________ __________

S4.2017

SC3 SC3SC3 SC3

12S4.101

18S4.201

4" SOG W/ MICRO FIBER REINFORCING. SEE FOUNDATION PLAN NOTES FOR MORE INFORMATION.

4" SOG W/ MICRO FIBER REINFORCING. SEE FOUNDATION PLAN NOTES FOR MORE INFORMATION.

ALT-1

6" MIN SOG W/ #5@12" OC EACH WAY CENTERED IN 'GARAGE/MAINTENANCE' SLAB. FIELD VERIFY EXISTING SLAB THICKNESS AND MATCH. FOR CONSTRUCTION & CONTROL JOINT INFO SEE DETAIL 6/S4.101.

MW1

WF2-0THREE SIDES

MP1

7

8" MIN SOG W/ #6@12" OC EACH WAY CENTERED IN 'MAIN BUS GARAGE' SLAB. FIELD VERIFY EXISTING SLAB THICKNESS AND MATCH. FOR CONSTRUCTION & CONTROL JOINT INFO SEE DETAIL 6/S4.101.

ALT-1

8" C

L O

F P

IER

AN

D F

OO

TIN

G

65 4 TYP COL ENCASEMENT

MP1

2

MP1 MP1 MP1

11 11

MP2 MP2

MP1

MP1

11

MP1

UNLESS NOTED OTHERWISE:1. SEE SHEET S0.000 FOR STRUCTURAL NOTES, ABBREVIATIONS AND SYMBOLS.2. SEE SHEET S4.101 FOR TYPICAL FOOTING AND FOUNDATION DETAILS.3. SEE SHEET S5.101 FOR SCHEDULES.4. PROVIDE 4" SLAB ON GRADE W/MICRO FIBER REINFORCING (MINIMUM 1.5 POUNDS PER CUBIC

YARD) TYP, UNO. SEE SECTION 9/S4.101 FOR THICKENED SLABS BELOW NON-BEARING MASONRY WALLS.

5. TOP OF SLAB ELEVATION = 100'-0" FIELD VERIFY.6. TOP OF EXTERIOR FOOTING ELEVATION (TOF) AT COLUMNS = 96'-0" ASSUMED, FIELD VERIFY

AND MATCH EXIST.7. TOP OF INTERIOR FOOTING ELEVATION (TOF) AT COLUMNS = 99'-0" ASSUMED, FIELD VERIFY

AND MATCH EXIST.8. PROVIDE SLEEVES FOR ALL PIPES THAT INTERSECT BUILDING FOUNDATIONS. STEP OR

THICKEN FOOTINGS AS SHOWN IN SECTION 1/S4.101 AND DETAIL 2/S4.101. COORDINATE LOCATIONS AND ELEVATIONS WITH CIVIL AND MECHANICAL.

9. TOP OF PIER ELEVATION = 99'-0", FIELD VERIFY AND MATCH EXIST.10. PLACE ALL STOOP SLABS ON CLEAN GRANULAR FILL MATERIAL THAT EXTENDS DOWN TO

BOTTOM OF FOOTING.11. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF RAMPS, SLAB SLOPES, STEPPED SLABS

AND PARTITION WALLS.12. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION AND DIMENSIONS.

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S2.000

FOOTING ANDFOUNDATIONPLAN



MC/TRR

KLC/JRG

02/07/2020

192216

02/07/2020

1FOOTING AND FOUNDATION PLAN

Revisions


KEYNOTES1 EXISTING CMU WALLS AND FOOTING SIZES WITH RESPECTIVE REQUIRED REINFORCING SHOWN HEREIN REPRESENTS THE

‘MINIMUM SPECIFIED DESIGN CRITERIA’. CONTRACTOR TO FIELD VERIFY THAT THE EXISTING STRUCTURE MEETS THISDESIGN CRITERIA. IF THE EXISTING STRUCTURE DOES NOT MEET THIS DESIGN CRITERIA THEN THE CONTRACTOR SHALLRETROFIT AND/OR REPLACE EXISTING STRUCTURE TO MATCH. FIELD VERIFY AND COORDINATE DESIGN RETROFIT WITHEOR.

2 UNDERPIN NEW FOOTING. NEW TOP OF FOOTING TO MATCH EXISTING BOTTOM OF FOOTING, FIELD VERIFY.

4 24"Ø COLUMN ENCASEMENT 5'-0" ABOVE FFE, SEE DETAILS 27-28/S4.101.

5 PROVIDE COLUMN ENCASEMENT FOR EXISTING AND NEW STEEL COLUMNS PER KEYNOTE 4. CONTRACTOR OPTION TOCOMBINE BOTH COLUMN ENCASEMENTS INTO ONE IN THIS LOCATION.

6 CONTRACTOR TO FIELD VERIFY EXISTING PIER ELEVATION AND MATCH FOR NEW ADJACENT STEEL COLUMN BASE.

7 CONTRACTOR TO FIELD VERIFY EXISTING UNDERGROUND PLUMBING WITH NEW CONSTRUCTION AND SHORE UP AS NEEDEDDURING CONSTRUCTION TO REMAIN "ACTIVE". FIELD VERIFY AND COORDINATE WITH EOR IF ANY THERE IS ANYINTERFERENCES, TYP.

11 CONTRACTOR TO PROVIDE SHORING WALL ADJACENT TO EXISTING TRENCH DRAINS TO REMAIN "ACTIVE".

SHORING NOTES:1. CONTRACTOR TO COORDINATE REQUIRED SHORING FOR THE BUILDING RENOVATION.2. SHORING TO BE SEQUENCED AND TIERED TO ALLOW FOR REQUIRED FOUNDATION ACCESS DURING CONSTRUCITON.

EXIST DOUBLE TEE PANEL EXIST PC PLANK EXIST PC PLANK

EXIS

T PC

PLA

NK

EXIST PC PLANK

A B C D E

1

2

2.9

5

W18X40 W24X68 W24X68 W24X131

W24X68 W24X68 EXIST W BEAM

FIELD VERIFY

FIE

LD V

ERIF

Y

FIELD VERIFY FIELD VERIFY FIELD VERIFY

3

2.8

2.1

L2L2L2L2

L2 L2

B.2 C.1A.8 C.5 D.9

159'

- 4

1/2"

F.V

.

36' -

7 3

/4" F

.V.

41' -

0 3

/8" F

.V.

1' -

2" F

.V.

1' -

4" F

.V.

45' -

1" F

.V.

2' -

1" F

.V.

32' -

0 1

/2" F

.V.

120' - 10" F.V.

23' - 5 1/2" F.V. 4' - 10 1/2" F.V. 2' - 10" F.V. 13' - 11 1/2" F.V. 7 3/4" 22' - 3 3/4" F.V. 22' - 4 1/2" F.V. 27' - 5" F.V. 2' - 11 1/2" F.V.

AT GARAGE DOOR

L1

L1

AT MECH LOUVER

3

L1

L1

L1

L1

L1

1S4.201

TYP AT GRID 2.1 STEEL BEAMS

2S4.201

TYP AT GRID 2.9 STEEL BEAMS

EXIST W BEAM

4

_ ___________ __________ ___________ ___________ __________ ___________ ___________ __________ ___________ ___________ ___________ __________ ___________ ___________ __________ ___________ ___________ __________ __________

S4.2017 _ ___________ __________ ___________ ___________ __________ ___________ ___________ __________ ___________ ___________ ___________ __________ ___________ ___________ __________ ___________ ___________ __________ __________

S4.2017

10 10 10 10

8

101010

10

S2.0012

9

9

9

3S4.201

8

8

L1

9

888 8

8 8

UNLESS NOTED OTHERWISE:1. SEE SHEET S0.000 FOR STRUCTURAL NOTES, ABBREVIATIONS, AND SYMBOLS.2. SEE SHEET S5.101 FOR SCHEDULES.3. EXIST PRECAST CONCRETE PLANK BEARING EL. = 117'-6", FIELD VERIFY. 4. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF RAMPS, SLAB SLOPES, STEPPED SLABS

AND PARTITION WALLS.5. REFER TO ARCHITECTURAL DRAWINGS AND/OR COORDINATE WITH ARCHITECT REGARDING ANY

DIMENSIONS.

N

A

3

2.8

A.8

CMU WALL INFILL IN EXIST WINDOW

15S4.201

14S4.201

1313

12

UNLESS NOTED OTHERWISE:1. SEE SHEET S0.000 FOR STRUCTURAL NOTES, ABBREVIATIONS, AND SYMBOLS.2. SEE SHEET S5.101 FOR SCHEDULES.3. EXIST T/FRAMING EL. = 108'-7 1/4", FIELD VERIFY. 4. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF RAMPS, SLAB SLOPES, STEPPED SLABS

AND PARTITION WALLS.5. REFER TO ARCHITECTURAL DRAWINGS AND/OR COORDINATE WITH ARCHITECT REGARDING ANY

DIMENSIONS.

N



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BKBMENGINEERS


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S2.001

ROOF FRAMINGPLAN



MC/TRR

KLC/JRG

02/07/2020

192216

02/07/2020

1ROOF FRAMING PLAN

KEYNOTES

3 LOUVER TO BE INSTALLED 8" BELOW EXISTING BOND BEAM, FIELD VERIFY. SEE 17/S4.101 UNLESS OTHERWISE NOTED.PROVIDE MP1 TYPE PIERS EACH END OF LOUVER OPENING THAT EXTEND DOWN TO GARAGE DOOR LINTEL.

8 SHORE EXISTING WALL FOR 2000 PLF PRIOR TO DEMO OF EXISTING WALL FOR INSTALLATION OF NEW STEEL LINTEL.SHORING TO REMAIN IN PLACE UNTIL NEW STEEL FRAMING IS INSTALLED.

9 SHORE EXISTING WALL FOR 4000 PLF PRIOR TO DEMO OF EXISTING WALL FOR INSTALLATION OF NEW STEEL LINTEL.SHORING TO REMAIN IN PLACE UNTIL NEW STEEL FRAMING IS INSTALLED.

10 SHORE EXISTING PRECAST PLANK END AND STEEL BEAM FOR 4000 PLF PRIOR TO DEMO OF EXISTING WALL FORINSTALLATION OF NEW STEEL FRAME AND LINTEL. SHORING TO REMAIN IN PLACE UNTIL ALL NEW STEEL FRAMING ISINSTALLED.

12 EXISTING MECH DUCT RUNNING THRU EXISTING 2ND LEVEL WOOD FRAMING HAS (1) CUT WOOD JOIST. CONTRACTOR TOFIELD COORDINATE WOOD JOIST SIZE AND REINFORCE AS SPECIFIED.

13 REINFORCE EXISTING JOIST BY ADDING A NEW JOIST OF EQUAL SIZE AND "SISTER" WITH 0.220"Ø x 4" SIMPSON SDWSSCREWS IN TWO ROWS WITH 6" STAGGER FULL LENGTH BETWEEN SUPPORTS (CANTILEVER EXCLUDED). PROVIDE 1 1/2"EDGE DISTANCE, TYP.

SHORING NOTES:1. CONTRACTOR TO COORDINATE REQUIRED SHORING FOR THE BUILDING RENOVATION.2. SHORING TO BE SEQUENCED AND TIERED TO ALLOW FOR REQUIRED FOUNDATION ACCESS DURING CONSTRUCITON.

2PARTIAL FLOOR FRAMING PLAN

Revisions


A ENLARGED PLAN

NO CONTROL JOINT NO CONTROL JOINT

2S+0.25T 2S 2S

SS

ST

T

CONT REINF

UNLESS NOTED:S = 8" FOR MASONRY WALLSS = 12" FOR CONCRETE WALLST = SCHEDULED FOOTING THICKNESS

NOTE: S MAY BE LARGER AT CONTRACTOR'S OPTION IF 2:1 SLOPE IS MAINTAINED

0.25T

1

2

TYPICAL DETAIL FOR STEPPING FOOTING

211

2

PIPE PERPENDICULAR TO FOUNDATION WALL AND FOOTING

FOUNDATION WALL, SEE PLAN.

6"

AS

RE

Q'D

SE

E P

LAN

FTG

PIPE PERPENDICULAR TO FOUNDATION WALL AND FOOTING.

NOTES:1. FOR PIPES BELOW FOOTING PROVIDE SLEEVE AND THICKEN CONCRETE FOOTING AS SHOWN

OR STEP FOOTING BELOW PIPE PER 1/S4.101.2. FOR PIPES WITHIN FOOTING DEPTH STEP FOOTING PER 1/S4.101 SO PIPES PASS THROUGH

WALL. PROVIDE SLEEVE AND GROUT INTO WALL.3. SLEEVE DIAMETER TO BE 2" GREATER THAN PIPE OUTSIDE DIAMETER.4. COORDINATE PIPING LOCATIONS WITH MECHANICAL DRAWINGS.

SLEEVE Ø +1'-6"

EXCAVATION FOR PIPING, SEE SPECIFICATION FOR BACKFILL REQUIREMENTS.

EXCAVATION SHALL NOT EXTEND BELOW THIS LINE.

NOTES:1. IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE SHORING,

SHEATHING, ETC. TO MAINTAIN THE SIDES OF THE EXCAVATION FROM CAVING IN UNTIL ALL WORK AND BACKFILL IS COMPLETE.

2. COORDINATE PIPING LOCATIONS WITH MECHANICAL AND CIVIL DRAWINGS.

1

1

2

1

.

.

2' - 6" 5' - 0"

SLEEVE AND PIPE THROUGH WALL.

SLEEVE TO BE 4" LARGER THAN PIPE.

6"4'

- 0"

MA

XFT

G

D + 1'-6"

D =

SLE

EV

E S

IZE

AB

NOTES:1. USE THIS DETAIL FOR PIPES UP TO 4'-0" BELOW FOOTING.2. FOR PIPES DEEPER THAN 4'-0" BELOW FOOTING USE STEPPED

FOOTING DETAIL TO STEP FOOTING TO WITHIN 4'-0" MAXIMUM.3. COORDINATE PIPING LOCATIONS WITH MECHANICAL DRAWINGS.

DETAIL A DETAIL B

PROVIDE 5/8"Øx1'-2" @ 18"OC SMOOTH BAR, GREASE ONE END, CENTER ON JOINT.

SAWCUT JOINT WITHIN 12 HOURS AFTER PLACING SLAB.

SE

E P

LAN

SEE STRUCTURAL NOTES FOR JOINT SPACING


TYPICAL CONSTRUCTION JOINT

TYPICAL CONTROL JOINT

THIC

KN

ES

SC

UT

1/4

OF

SLA

BS

EE

PLA

N

PROVIDE 3/4"Øx1'-2"@12"OCSMOOTH BAR, GREASE ONE END, CENTER ON JOINT, OR 4 1/2x1/4x0'-4 1/2"DIAMOND PLATE@18"OC

SAWCUT JOINT WITHIN 12 HOURS AFTER PLACING SLAB. FILL JOINTS WITH SEMI-RIGID FILLER



TYPICAL CONSTRUCTION JOINT

TYPICAL CONTROL JOINT

STOP REINFORCING(IF PRESENT) AT JOINT

PROVIDE DOWEL BASKETS CENTERED ON JOINT WITH 3/4"Øx1'-2"@12"OC SMOOTH BAR DOWELS

THIC

KN

ES

SC

UT

1/4

OF

SLA

B

SE

E P

LAN

SE

E P

LAN

EQ

EQ

EQ

EQ

STEEL COLUMN SEE PLAN AND SCHEDULE

FILL IN DIAMOND 7 DAYS MIN AFTER SLAB HAS BEEN PLACED.

PAPER JOINT 4 SIDES

SEE TYPICAL CONTROL / CONSTRUCTION JOINT DETAILS.

TYPICAL SLAB DETAIL AT STEEL TUBE COLUMN

STEEL COLUMN SEE PLAN AND SCHEDULE

NON-SHRINK GROUT BELOW BASE PLATE, SEE STEEL COLUMN SCHEDULE FOR THICKNESS. SEE PLAN FOR TOP OF FOOTING OR PIER ELEVATION.

OR PIER ALL AROUND

2" MIN CONCRETE PROJECTIONOF DIAMOND AT FOOTING

TYPICAL INTERIOR TUBE COLUMN DETAIL AT SLAB ON GRADE

SEE ARCH DRAWINGS FOR NON-BEARING WALLS NOT SHOWN ON STRUCTURAL DRAWINGS

(W)

WIDTH

THICKENED SLAB W/2-#4 CONT

8"

2W

#4@12"OC EACH WAY BOTTOM

#4x3'-0"@16"OC DWLS, EQUAL LEGS BOND BEAM W/2-#5 CONT

#4x2'-0"@12"OC DWLS, DRILL 6" INTO EXIST AND SET WITH ADHESIVE

8"

EXISTING SLAB ON GRADENEW SLAB ON GRADE

8" MIN

#4x2'-0" @ 24"OC DOWELS. DRILL 6" INTO EXISTING AND SET WITH ADHESIVE.

BOND BEAM W/2-#5 CONTBOND BEAM W/2-#5 CONT

BOND BEAM W/2-#5 CONT

IN T

HIS

DE

PTH

8" B

ON

D B

EA

MN

O P

EN

ETR

ATI

ON

SCMU WALL, SEE PLAN

FLOOR OR ROOF SYSTEM, SEE PLAN

CMU WALL, SEE PLAN

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

NOTES:1. DO NOT CUT VERTICAL OR HORIZONTAL WALL REINFORCING. LOCATE PENETRATIONS BETWEEN

VERTICAL REINFORCING. PROVIDE MIN 1" COVER BETWEEN VERTICAL REINFORCING AND EDGE OF OPENING. ACCEPTABLE TO ADJUST VERTICAL REINFORCING SPACING UP TO 8" MAX TO ALLOW PENETRATIONS BETWEEN REINFORCING. (ADJUSTING PIER VERTICAL REINFORCING IS NOT ACCEPTABLE.)

2. MULTIPLE PENETRATIONS WITHIN 16" OF EACH OTHER ARE CONSIDERED A SINGLE OPENING.3. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION.

#4x3'-0"@16"OC DWLS (EQUAL LEGS)

#4@12"OC EACH WAY, CENTER IN SLAB

SEE ARCH FOR JOINT LOCATION

SLOPE 1/4 / FOOT, MIN

6" M

IN

#4x3'-0"@12"OC DWLS, CENTER ON JOINT

BOND BEAM W/2-#5 CONT#4x_'-_"@16"OC DWLS (EQUAL LEGS), EMBED __" INTO EXIST AND SET WITH ADHESIVE

#4@12"OC EACH WAY, CENTER IN SLAB

SEE ARCH FOR JOINT LOCATION

SLOPE 1/4 / FOOT, MIN

6" M

IN

#4x3'-0"@12"OC DWLS, CENTER ON JOINT

48 BAR DIA MIN

PROVIDE CORNER BARS TO MATCH BOND BEAM REINFORCING

BOND BEAM REINFORCING

48 B

AR

DIA

MIN

MIN

1' - 0"

MIN

1' - 0"

BOND BEAM REINFORCING

PROVIDE CORNER BARS TO MATCH BOND BEAM REINFORCING

8"

8" 8"4"

2" C

LR

HSS_x_x_/_ (LSV) LINTEL W/ 5/16" BOTTOM PLATE AND _x_/_x_'-_" BEARING PLATE W/ 2-1/2"Øx4"HS AT EACH END OF LINTEL. SHORE EXIST WALL FOR ___ PLF PRIOR TO CUTTING NEW OPENING. SEE STRUCTURAL NOTES FOR LOOSE LINTEL FOR BRICK SUPPORT.

PROVIDE _-#_ VERTS AT EACH JAMB AND GROUT SOLID. DRILL VERTS 6" INTO EXISTING SOLID GROUTED BOND BEAM ABOVE AND BELOW AND SET W/ ADHESIVE

SAW CUT INSIDE FACE OF WALL TO ADD NEW REINFORCING. FORM INSIDE FACE AND GROUT SOLID.

SEE 8/S5.101 FOR REQUIRED SLIP CONNECTION AT ONE END OF LINTEL

NEW OPENING IN EXISTING CMU WALL

STRUCTURE BRG

LEVEL ABOVE

A

STRUCTURE

LEVEL BELOW

SEE PLAN, FOR LINTEL

MASONRY CONTROL JOINT, SEE 22/S4.101 FOR ADDITIONAL INFORMATION

TYPICAL CONDITION AT EACH SIDE OF MASONRY LINTEL BEARING

MASONRY CONTROL JOINTS AT OPENING JAMBS

(MIN 2 - #5 @ 8"OC)

PIER WIDTHSEE PLAN

JOINT WITHIN MASONRY PIER

2' - 0" MINDO NOT LOCATE CONTROL

PIER REINFORCING TO EXTEND TO 2" CLEAR OF FLOOR/ROOF BEARING ABOVE

16" MIN

STEEL LINTEL, SEE PLAN

MASONRY CONTROL JOINT, SEE 22/S4.101 FOR ADDITIONAL INFORMATION

TYPICAL CONDITION AT EACH SIDE OF STEEL LINTEL BEARING

CONTROL JOINT LOCATION WITH SLIDING CONNECTION AT LINTEL BEARING. SEE 8/S5.101 FOR ADDITIONAL INFORMATION

STOP BAR 2" BELOW LINTEL BEARING

MASONRY CONTROL JOINTS AT OPENING JAMBS

PIER REINFORCING TO EXTEND TO 2" CLEAR OF FLOOR/ROOF BEARING ABOVE

JOINT WITHIN MASONRY PIER

2' - 0" MINDO NOT LOCATE CONTROL

BRG8" MIN

(MIN 3-#5 @ 8"OC)

PIER WIDTHSEE PLAN

TYPICAL MASONRY CONTROL JOINT

BOND BM W/ 2-#5 CONT, TYPICAL AT FLOOR/ROOF BEARING. REINFORCING TO RUN CONTINUOUS THROUGH JOINT, TYP.VERT REINF EA SIDE OF JOINT TO

MATCH WALL REINF WITHIN 1/2 TYPICAL REINF SPACING

MASONRY CONTROL JOINT, SEE SPECIFICATIONS FOR JOINT MATERIAL. LOCATE JOINTS AT MAXIMUM OF 2'-0" OC.

GROUT CORES SOLID EA SIDE OF JOINT AS REQUIRED BY ARCHITECT

NOTE: IF PIER SHOWN ON PLAN, CONTROL JOINT SHALL NOT BE LOCATED IN PIER.

RAKE JOINT AND CAULK

RAKE AND CAULK

RAKE AND CAULK

NOTE: SEE DRAWINGS/SPECIFICATIONS FOR CONTROL JOINT SPACING

1/2 OF WALL REINFORCING SPACING, MAX (TYPICAL)

BUILDING PAPER

CONCRETE FILL


PREFORMED GASKET

SASH UNITS EACH SIDE OF GASKET


SPECIAL CONTROL JOINT UNITS

CMU CONTROL JOINTS

GROUTED CORES W/#5@8"OC



FOR REINFORCING AND SPACING, SEE SCHEDULE




8" 4" AT MAS LINTELS12" AT STL LINTELS

STRUCTURE BRGLEVEL ABOVE

BOND BEAM W/2-#5CONT, BRG COURSE TYPICAL

SEE PLAN FOR LINTEL AND LINTEL BRG PLATE

SEE PLAN FOR WALL REINFORCING AT JAMB (MIN 2-#5@8"OC) TO 2" CLEAR TOP OF WALL OR LAP WITH WALL REINFORCING ABOVE PER DETAILS

GROUT CORE SOLID BELOW LINTEL BRG

GROUTED CORES

PLAN

TYPICAL ELEVATION @ OPENING IN CMU WALL

REMOVE INTERIOR SHELL OF FIRST COURSE OF CMU BELOW OPENING IN WALL TO FORM A BOND BEAM W/ 2-#5 CONT BOTTOM. EXTEND REINFORCING 8" PAST OPENING

SILL BOND BEAM W/ 2-#5 CONT

4"x1/2"x1'-0" BENT PLATE W/ 5/8"Øx5" CONC SCREW ANCHOR @18"OC EACH SIDE OF STEEL COLUMN, CONTINUOUS FULL HEIGHT OF COLUMN, 12" CLEAR AT TOP AND BOTTOM. CONTRACTOR TO FIELD COORDINATE AROUND O.H. DOOR FRAME AND RAIL SUPPORTS

EXIST WALL, F.V.

STEEL COLUMN, SEE PLAN

1/4 3@12TYP EA SIDE

NOTE: PIERS AND FOOTINGS NOT SHOWN FOR CLARITY

T/PIER

SEE PLAN

ROUND WRAP OF 6x6-WI.4xWI.4 WWF

SOG, SEE PLAN

1/2" EXP MATERIAL

CONC PIER OR FOOTING, SEE PLAN AND SCHEDULE

6-#4 DWLSx6'-0"LONG EMBED 2'-6"

CONC FOOTING,SEE PLAN

8" 8"

STEEL COLUMN

. SE

E

PLA

N

1' -

0"

T/PIER

SEE PLAN

ROUND WRAP OF 6x6-WI.4xWI.4 WWF

SOG, SEE PLAN

1/2" EXP MATERIAL

CONC PIER OR FOOTING, SEE PLAN AND SCHEDULE

6-#4 DWLSx6'-0"LONG EMBED 2'-6"

CONC FOOTING,SEE PLAN

STEEL COLUMN

.S

EE

PLA

N



C

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S4.101

SECTIONS ANDDETAILS



MC/TRR

KLC/JRG

02/07/2020

192216

02/07/2020

Revisions


1SECTION

2DETAIL

3DETAIL

4DETAIL

5DETAIL

6DETAIL

7DETAIL

8SECTION

9SECTION

10SECTION

13SECTION

14SECTION

15SECTION

16DETAIL

11SECTION

12SECTION

18DETAIL

19ELEVATION

20DETAIL

21DETAIL

22DETAIL

23DETAIL

24DETAIL

17ELEVATION

25DETAIL

26NOT USED

27SECTION

28SECTION

EXIST PLANK, F.V.

STEEL BEAM, SEE PLAN

1/2"Øx3 1/2" EMBED CONCRETE SCREW ANCHOR @ 48"OC

1/2"Øx3 1/2" EMBED CONCRETE SCREW ANCHOR @ 48"OC

EXISTING PLANK, F.V.

STEEL BEAM, SEE PLAN

D

STEEL COLUMN, SEE PLAN, TYP

EXIST CMU WALL, F.V. 11S4.201

EXIST PLANK BEYOND, SEE PLAN

8S4.201

8S4.201

EXIST BOND BEAM

S4.20112

S4.20112

OPP

10S4.201

13S4.201

TYP EXIST FDN WALL, FIELD VERIFY

EXIST SOG

9S4.201

SEE 9/S4.201 FOR BASE PLATE INFORMATION

3/4"Ø CONC SCREW ANCHOR W/ 4 1/2" MIN EMBED LENGTH

1" PLATE

1' - 2"

10"

1 1/2" TYP

3" T

YP

STEEL COLUMN, SEE PLAN


5/16

EXIST PRECAST PLANK

3/8" GAP

BEAM CONN, SEE SCHEDULE

2" 2"2" 2"

11

1" CAP PLATE

1/2" STIFF PLATE

HSS COLUMN

11"

1' - 6"

GA

SP

AC

ING

BM

BO

LT

4-3/4"Ø A325N BOLTS

CONTRACTOR TO FIELD VERIFY EXIST BM DEPTH AND PROVIDE SHIM PLATES AS REQ'D FOR LEVEL BEARING

9S4.201


TYP

EXIST REINF CMU WALL

LINTEL, SEE SCHEDULE

3@12TYP

BOTTOM PLATE, SEE SCHEDULE.WIDTH = NOMINAL WALL WIDTH LESS 1"LENGTH = MASONRY OPENING LESS 1"

EIFS, SEE ARCH

5/8"Øx6" HS @ 24" OCCORE FILL, CONT BETWEEN COLS

SOAP

5/8"Øx4"HS@24"OC INTO EXIST CMU, GROUT 8" MIN, EA SIDE

LOWER LEVEL100' - 0"

UPPER LEVEL108' - 8"

A A.8

CMU WALL INFILL IN EXIST WINDOW

CMU WALL INFILL IN EXIST MANDOOR

CMU WALL INFILL IN EXIST MECH OPENINGS, TYP

RELOCATE EXIST MECH DUCT, SEE MECH

NOTE:ALL NEW VERTICAL REBAR TO BE ATTACHED TO EXISTING STRUCTURE. PROVIDE DOWELS TO MATCH VERTICAL BARS. DRILL 12" INTO EXISTING AND SET WITH ADHESIVE.

SIMPSON LU WOOD JOIST HANGER, TYP END. CONTRACTOR TO FIELD COORDINATE EXISTING JOIST SIZE AND PROVIDE MATCHING HANGER. INSTALL PER MANUF RECOMMENDATIONS.

EXIST WOOD JOIST

EXIST WOOD JOIST

EXIST WOOD JOIST

NEW WOOD JOIST REINFORCEMENT, SEE PLAN FOR ADDITIONAL INFO

NEW WOOD JOIST

NOTE:CONTRACTOR TO FIELD COORDINATE EXISTING JOIST SIZE AND PROVIDE MATCHING JOIST SIZES

SIMPSON LU WOOD JOIST HANGER, TYP END. CONTRACTOR TO FIELD COORDINATE EXISTING JOIST SIZE AND PROVIDE MATCHING HANGER. INSTALL PER MANUF RECOMMENDATIONS.

NEW WOOD JOIST

EXISTING WOOD JOIST, CUT END WITH STRAIGHT EDGE

NOTE:CONTRACTOR TO FIELD COORDINATE EXISTING JOIST SIZE AND PROVIDE MATCHING JOIST SIZES



C

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S4.201

SECTIONS ANDDETAILS



MC/TRR

KLC/JRG

02/07/2020

192216

02/07/2020

Revisions


1SECTION

2SECTION

7ELEVATION

8SECTION

9DETAIL

3SECTION

4NOT USED

5NOT USED

6NOT USED

10SECTION

12SECTION

11SECTION

13PLAN VIEW

18ELEVATION

14SECTION

15SECTION

16NOT USED

17NOT USED

ATUBE SPANNING PERPENDICULAR TO WALL

BTUBE SPANNING PARALLEL TO WALL

CELEVATION

UNLESS NOTED OTHERWISE:1. PROVIDE LINTEL TYPE L1 WHERE LINTEL IS NOT SHOWN. CONFIRM WITH ENGINEER PRIOR TO

PLACEMENT.2. SEE DETAIL 5/S5.101 FOR TYPICAL BRICK SUPPORT ANGLE AT LINTELS.3. USE LINTEL BLOCKS FOR LINTELS.4. BEAR MASONRY OR CONCRETE LINTELS 16" MINIMUM EACH SIDE OF OPENING.5. DO NOT PLACE CONTROL JOINTS WITHIN 2'-0" OF JAMBS OR WITHIN MASONRY PIERS.6. SEE 8/S5.101 FOR BEARING PLATES AT STEEL LINTELS.7. PROVIDE 5/16" END PLATES FOR STEEL WIDE FLANGE LINTELS.8. AT STEEL LINTELS WITH BOTTOM PLATES, BOTTOM PLATES TO BE HELD BACK 1/2" FROM EDGE OF

MASONRY OPENING. BOTTOM PLATE WIDTH TO BE 1" LESS THAN NOMINAL WALL WIDTH.9. PROVIDE 5/8"Øx6" HS @24"OC, TOP OF STEEL LINTELS, MINIMUM 2 PER LINTEL. GROUT CMU CORES

SOLID AT STUD LOCATIONS.

UNLESS NOTED OTHERWISE:1. PROVIDE 4-3/4"Ø UNHEADED ANCHOR RODS WITH HEX NUT AND WASHER. SEE 1/S5.101 FOR

ADDITIONAL INFORMATION.2. SEE DETAILS 2, 3 & 4/S5.101 FOR TYPICAL DETAILS AND INFORMATION AT COLUMN BASE PLATES.3. PROVIDE 1" NON-SHRINK GROUT BELOW BASE PLATE.4. STEEL COLUMNS SHALL EXTEND FROM FOOTING TO BOND BEAM AT FLOOR OR ROOF BEARING

ELEVATION ABOVE LINTEL. PROVIDE 2-1/2"Øx6" HEADED STUDS AT COLUMN INTO BOND BEAM ONE EACH WAY WHEN COLUMN OCCURS AT CMU WALL. USE 1/2" COLUMN CAP PLATE AT TOP.

UNLESS NOTED OTHERWISE:1. PROVIDE HOOKED DOWELS INTO FOOTING TO MATCH VERTICAL REINFORCING. PROJECT INTO PIER

PER CLASS B TENSION LAP SPLICE TABLE. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION.

2. PROVIDE CROSSTIES AS SHOWN WITH 90° HOOK ONE END AND 135° HOOK OTHER END. SIZE TO MATCH TIES. ALTERNATE TIE CONFIGURATIONS MEETING ACI 318, SECTION 7.10.5 ARE ACCEPTABLE.

3. PROVIDE FIRST TIE MAXIMUM OF ONE-HALF TIE SPACING ABOVE TOP OF FOOTING.4. EXTEND TIES TO WITHIN ONE-HALF TIE SPACING OF TOP OF PIER. PROVIDE MINIMUM OF 2 TIES

WITHIN 5" OF TOP OF PIER

CONCRETE PIER BAR PLACEMENT DETAILS

DETAIL A DETAIL B DETAIL C

UNLESS NOTED OTHERWISE:1. PROVIDE PIER TYPE MP1 FOR BEAM BEARINGS AND OPENING JAMBS WHERE PIER IS NOT SHOWN.

CONFIRM WITH ENGINEER PRIOR TO PLACEMENT.2. PROVIDE HOOKED DOWELS INTO FOOTING TO MATCH VERTICAL REINFORCING. SEE MASONRY

WALL REINFORCING SCHEDULE FOR MORE INFORMATION.3. SEE 20 & 21/S4.101 FOR TYPICAL JAMB REINFORCING LAYOUT.4. REINFORCING SHOWN AT LOWEST LEVEL EXTENDS FROM TOP OF FOOTING TO 2" CLEAR TOP OF

WALL OR TO BEAM BEARING.

UNLESS NOTED OTHERWISE:1. PROVIDE BP1 WHERE BEARING PLATES ARE NOT NOTED. CONFIRM WITH ENGINEER PRIOR TO

PLACEMENT.2. SEE 8 & 9/S5.101 FOR TYPICAL BEAM BEARING DETAILS.3. SET CL OF STUDS 1" FROM END OF PL.

UNLESS NOTED OTHERWISE:1. BASED ON Fy = 60 KSI.2. MULTIPLY LAPS BY 1.5 FOR EPOXY COATED REINFORCEMENT (MINIMUM LAP IS 18").3. #6 BAR CENTERED IN 12" AND LARGER WALLS MAY BE REDUCED TO 26".4. SEE STRUCTURAL NOTES FOR LAP LENGTH OF HORIZONTAL REINFORCING.5. LAP LENGTHS ARE VALID FOR 8" (AND LARGER) SINGLY REINFORCED OR 10" (AND

LARGER) DOUBLY/ECCENTRICALLY REINFORCED WALLS WHERE DISTANCE FROM CENTER OF BAR TO OUTSIDE FACE OF CMU IS ≥3". FOR OTHER CONDITIONS, CONFIRM LAP WITH ENGINEER.

#3

#4

#5

#6

12"

16"

26"

49"

MASONRY VERTICAL REINFORCING LAP LENGTH SCHEDULE - F'm = 2000 PSI

LAP LENGTHBAR SIZE

UNLESS NOTED OTHERWISE:1. PROVIDE TYPE MW1 REINFORCING WHERE REINFORCING IS NOT SHOWN. CONFIRM WITH ENGINEER

PRIOR TO PLACEMENT.2. PROVIDE HOOKED DOWELS FROM FOOTING INTO MASONRY WALLS TO MATCH MASONRY WALL

REINFORCING SIZE AND SPACING. PROJECT INTO WALL PER MASONRY VERTICAL REINFORCING LAP LENGTH SCHEDULE. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION.

3. PLACE FIRST BAR 1/2 TYPICAL SPACING FROM EDGE OF PIERS.4. SEE PIER SCHEDULE FOR ADDITIONAL REINFORCEMENT REQUIRED.5. EXTEND VERTICAL REINFORCING FROM FOOTINGS TO 2" CLEAR TOP OF WALL OR TO BEAM

BEARING FOR REINFORCING BELOW BEAMS.

SINGLE PLATE CONNECTION TABLE

BEAM SIZE

# OF BOLT ROWS

Ø RnCOPED

Ø RnUNCOPED

REMARKS

W8x10-W8x31,W10x12-W10x22

2 19(13K FOR W8x10, 17K FOR W8x13)

25

W8x35-W8x48,W10x26-W10x54

2 25 25

W8x58-LARGER,W10x60-LARGER

2 25 25

W12x14-W12x30W14x22-W14x30

3 39(32K FORW12x14, 36K FOR W12x16)

43


3 43 43

W16x26-W16x40,W18x35-W18x40

4 58 62


4 62 62

ALL W21 AND W24 5 80 80 USE ONLY WHERE NOTED FOR W24'S

ALL W27 AND W30 6 95 95 USE ONLY WHERE NOTED

ALL W33 AND W36 7 111 111 USE ONLY WHERE NOTED

UNLESS NOTED OTHERWISE:*ASSUMES AISC STANDARD CONNECTION CONFIGURATION.1. ALL BOLTS 3/4"Ø A325-N. PLATE WELDS 2-1/4" FULL LENGTH FILLET WELDS.2. ALL PLATES 5/16" THICK ASTM A36. ALL BEAMS ASTM A992.3. FOR COPED BEAMS Leh=1 1/2" MINIMUM. Lev=1 1/4" MINIMUM (PARAMETERS PER AISC 14TH EDITION).

MAXIMUM COPE LENGTH = 5". MAXIMUM COPE DEPTHS = 20% OF BEAM DEPTH.4. HORIZONTAL SHORT SLOTTED HOLES PERMITTED IN BEAM WEB.5. COORDINATE PLATE LENGTH WITH DRAWINGS AND COORDINATE BOLT LOCATIONS FOR ERECTION

PURPOSES.6. BEAMS REQUIRING ADDITIONAL BOLTS WILL BE NOTED ON THE DRAWINGS THUS: "SP-X" (X=NUMBER OF

ROWS OF BOLTS).7. CAPACITIES SHOWN REPRESENT MINIMUM CONNECTION CAPACITY FOR THE RANGE OF SIZES GIVEN.

1/8" MIN

UNCOPED BEAM END COPED BEAM END

1/8

"1

/8"

7/8

"

1/8

"

d/5 MAX

1/8

"

d/5 MAX

1 1/2" MIN. 1 1/2" MIN.1/8"

d

1 1/4"MIN.

1 1/4"MIN.

WEB STIFFENER REQUIRED FOR DOUBLE COPED BEAMS IF COPE LENGTH >0'-3"

(MAX CAPACITY=7K W/OUT STIFFENER)











CLASS 'A' TENSION LAP SPLICE TABLE

BAR SIZE

#3

#4

#5

#6

#7

#8

#9

#10

#11

fc(psi)

1'-6" 1'-5" 1'-4" 1'-3" 1'-1" 1'-0" 1'-0" 1'-0"

2'-0" 1'-10" 1'-9" 1'-7" 1'-5" 1'-4" 1'-3" 1'-2"

1'-5"1'-6"1'-8"1'-10"2'-0"2'-2"2'-4"2'-6"

3'-0" 2'-9" 2'-7" 2'-5" 2'-2" 2'-0" 1'-10" 1'-9"

2'-6"2'-8"2'-10"3'-2"3'-6"3'-9"4'-0"4'-5"

2'-10"3'-0"3'-3"3'-7"4'-0"4'-3"4'-7"5'-0"

3'-2"3'-5"3'-8"4'-0"4'-6"5'-2"5'-8"

3'-6"3'-9"4'-1"4'-6"5'-0"5'-9"6'-4"

3'-11"4'-2"4'-6"4'-11"5'-6"6'-4"7'-1"

4'-10"

5'-4"

5'-10"

NOTES:1. THESE TABLES SHOW LENGTHS FOR PLAIN, BOTTOM ASTM A615 GRADE 60 BARS IN NORMAL WEIGHT CONCRETE,

MEETING THE SPACING AND COVER LIMITATIONS GIVEN BELOW. MULTIPLY THESE LENGTHS BY ALL OF THE APPLICABLE FACTORS GIVEN FOR OTHER CONDITIONS. SPECIFIC EMBEDMENT, LAP, OR PROJECTION LENGTHSSHOWN ON DRAWINGS GOVERN OVER THESE TABLES.

2. SPACING AND COVER REQUIREMENTS.a. CLEAR SPACING BETWEEN BARS AT SPLICE ≥2db AND CLEAR COVER ≥db OR b. CLEAR SPACING BETWEEN BARS AT SPLICE ≥db AND CLEAR COVER ≥db AND STIRRUPS/TIES OVER FULL LENGTH OF SPLICE. STIRRUPS/TIES TO BE SPACED SUCH THAT:

s x n≤16 FOR #3 TIES/STIRRUPSs x n≤32 FOR #4 TIES/STIRRUPSs x n≤50 FOR #5 TIES/STIRRUPS

db = BAR DIAMETER IN INCHES, s = SPACING OF TIES/STIRRUPS, n = NUMBER OF BARS SPLICED AT A GIVEN LOCATION.3. MULTIPLY GIVEN SPLICE LENGTHS BY ALL THE FOLLOWING APPLICABLE FACTORS:

a. MULTIPLY BY 1.5 IF SPACING OR COVER REQUIREMENTS ARE NOT MET.b. MULTIPLY BY 1.3 FOR TOP BARS. TOP BARS ARE DEFINED AS HORIZONTAL BARS WITH MORE THAN 12" OF FRESH CONCRETE BELOW THE BAR.c. MULTIPLY BY 1.2 FOR #3 OR #4 EPOXY COATED BARS SPACED 4" MIN OC WITH 1 1/2" MIN CLEAR COVER.d. MULTIPLY BY 1.31 FOR OTHER EPOXY COATED TOP BARS.e. MULTIPLY BY 1.5 FOR OTHER EPOXY COATED BARS - EXCEPT TOP BARS.f. MULTIPLY BY 1.3 FOR LIGHTWEIGHT CONCRETE.g. MULTIPLY BY fy/60 FOR BARS WITH YIELD STRESS >60 KSI.

4. USE CLASS 'B' TENSION LAP SPLICES UNLESS SPECIFICALLY NOTED OTHERWISE.5. COMPRESSION LAP LENGTH, ONLY WHERE NOTED, TO BE 30db. INCREASE TO 44db FOR Fy = 75 KSI, AND 57db FOR Fy = 90KSI.

CLASS 'B' TENSION LAP SPLICE TABLE

#3

#4

#5

#6

#7

#8

#9

#10

#11

fc(psi)

2500 3000 3500 4000 5000 6000 7000 80001'-11"

2'-7"

3'-3"

3'-11"

5'-8"

6'-6"

7'-4"

8'-3"

9'-2"

1'-10"

2'-5"

3'-0"

3'-7"

5'-3"

6'-0"

6'-9"

7'-6"

8'-2"

1'-8"

2'-3"

2'-9"

3'-4"

4'-10"

5'-6"

6'-3"

6'-11"

7'-7"

1'-7"

2'-1"

2'-7"

3'-1"

4'-6"

5'-2"

5'-10"

6'-6"

7'-1"

1'-5"

1'-11"

2'-4"

2'-10"

4'-1"

4'-8"

5'-3"

5'-9"

6'-4"

1'-4"

1'-9"

2'-2"

2'-7"

3'-9"

4'-3"

4'-9"

5'-3"

5'-10"

1'-2"

1'-7"

2'-0"

2'-4"

3'-5"

3'-11"

4'-5"

4'-11"

5'-5"

1'-2"

1'-6"

1'-10"

2'-3"

3'-3"

3'-8"

4'-2"

4'-7"

5'-0"

BAR SIZE

2500 3000 3500 4000 5000 6000 7000 8000

T.O. CONC PIER/FTG

SEE PLAN

EM

BE

D L

EN

GTH

9" T

YP

F1554 A55 ANCHOR RODS, SEE SCHEDULE

1 1/2" NON-SHRINK GROUT

STD PL WASHER, TYP.

BASE PLATE, SEE SCHEDULE

3" PROJECTION ABOVE BASE PL

T.O. CONC PIER/FTG

SEE PLAN

COLUMN, SEE PLAN

C COLL

1 1/2" TYP

C C

OL

L

5/16

SE

ES

CH

ED

ULE SEE

SCHEDULE

1 1/

2" T

YP

T/FOOTING

SEE PLAN

CONCRETE FOOTING,SEE PLAN

MIN 1" NON-SHRINK GROUT

BASE PLATE,SEE SCHEDULE

ANCHOR RODS,SEE SCHEDULE

T/SLAB

COLUMN, SEE PLAN

C COLL1 1/2" TYP

C C

OL

L

2" TYP

C C

OL

L

T/PIER

SEE PLAN

T/FOOTING

SEE PLAN

CONCRETE FOOTING,SEE PLAN

CONCRETE PIER,SEE PLAN

MIN 1" NON-SHRINK GROUT

BASE PLATE,SEE SCHEDULE

ANCHOR RODS,SEE SCHEDULE

T/SLAB

COLUMN, SEE PLAN

C COLL1 1/2" TYP

C C

OL

LC

CO

LL

2" TYP

LINTEL, SEE PLAN & SCHEDULE

3/16 3@12TYP

EIFS, SEE ARCH

SEE ARCH FOR SOAP

5/16" END PLATE TYP

SIM

GREASE TUBE BRG. PROVIDE PLATE 5x1/4x0'-5" EACH SIDE W/ 9/16"x1 1/2" SLOTTED HOLE

1/2"Ø THRU BOLT FINGER TIGHTEN NUT AND DAMAGE THREADS

3/16 3TYP

SEE PLAN OR SCHEDULE FOR BEARING PLATE SIZE. EXTEND TUBE TO 1" CLEAR END OF PLATE.

SIM

SEE PLAN FOR TYPICAL NOTES. PLACE SIDE PLATES TIGHT TO TUBE

1/2"

EQ EQ

NOTE: PROVIDE SLIDING CONNECTION AS SHOWN AT ONE END ONLY. ELIMINATE 5x5 SLIDE PLATES AT SECOND END AND PROVIDE MIN 3" WELD EACH SIDE OF TUBE.

CC

CLEAR END OF PLATEEXTEND BEAM 1"



C

BKBMENGINEERS


NorthCheck:

Drawn:

Date:

Comm:

License Number:


Date

Magnus Carlsson

44685

2/7

/2020

3:5

5:5

4 P

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rvt



S5.101

SCHEDULES ANDDETAILS



MC/TRR

KLC/JRG

02/07/2020

192216

02/07/2020LINTEL SCHEDULE

MARK SIZE REMARKSL1 HSS8X4X1/2 SEE 5/S5.101

L2 HSS16X8X3/8 SEE 5/S5.101 & 11/S4.201

COLUMN FOOTING SCHEDULE

MARK

FOOTING SIZE

REINFORCINGWIDTH LENGTH THICKNESSCF6-0 6' - 0" 6' - 0" 1' - 6" 8-#5 EACH WAY, BOTTOM

CF7-0 7' - 0" 7' - 0" 1' - 8" 7-#6 EACH WAY, BOTTOM

STEEL COLUMN SCHEDULE

MARK SIZE BASE PLATE (WHERE REQUIRED)SC1 HSS10X10X3/8 16x1x1'-4"

SC2 HSS8X8X3/8 14x1x1'-2"

SC3 HSS8X8X3/8 SEE DETAIL 9/S4.201

CONCRETE PIER SCHEDULE

MARK SIZE REINFORCING REMARKSCP1 24"X24" 8-#7 W/ #4 TIES @ 12"OC

CP2 24"X42" 12-#7 W/ #4 TIES @ 12"OC CONTRACTOR TO FIELD VERIFY REQ'D PIER SIZE BASED ONCOLUMN OFFSET

CONTINUOUS WALL FOOTING SCHEDULE

MARK

FOOTING SIZE

REINFORCINGWIDTH THICKNESSWF2-0 2' - 0" 1' - 0" 2-#5 CONT

WF3-0 3' - 0" 1' - 2" 3-#5 CONT

WF4-0 4' - 0" 1' - 6" 4-#5 CONT

MASONRY PIER SCHEDULE

MARK SIZE REINFORCING REMARKSMP1 16"XWALL WIDTH #5@8"OC VERT, 1 PER CORE

MP2 24"XWALL WIDTH #5@8"OC VERT, 1 PER CORE

MP4 40"XWALL WIDTH #5@8"OC VERT, 1 PER CORE

BEARING PLATE SCHEDULE

MARK SIZE REMARKSBP1 7X3/4X0'-7" W/ 2-1/2"ØX4" HS

BP2 9X3/4X0'-9" W/2-1/2"ØX4" HS

MASONRY WALL REINFORCING SCHEDULE

MARK REINFORCING REMARKSMW1 #5@48"OC

MW2 #5@24"OC

1ANCHOR BOLT DETAIL

Revisions


2BASE PLATE DETAIL

3SECTION

4SECTION

5SECTION

6DETAIL

S

SS

S

S

S

S

EX WH

EX WH

EX WH1

1

EX 3/4" CW

EX 3/4" CW

EX 3/4" CW

EX 3/4" CW

EX 3/4" CW

2

EX GAS FIRED UNIT HEATER

3

EX FD

UP TO EX RTU-6 UP TO EX RTU-5

EX CO

EX CO

UP TO EX RTU-2

EX TRENCH DRAIN

EX DOMESTIC

WATER RISER

EX EXHAUST FAN

EX EXHAUST FAN

EX WATER HEATER

EX TRENCH DRAINUP TO EX RTU-1

UP TO EX RTU-3

UP TO EX RTU-4

EX FIRE

PROTECTION RISER

44

EX TRENCH DRAIN EX TRENCH DRAIN

EX

16

øE

X 1

6ø

EX 20ø

EX

16

ø

EX

14

øE

X 1

4ø

EX 16ø

EX

16

ø

EX 16ø

EX

16

ø

EX 10ø

EX

16

øE

X 1

6ø

5

EX 4" SD

EX 4" SD

EX 4" SD

EX 4" SD

EX 4" SDEX 4" SD

EX 5" SD

EX 4" SD UP

EX 4" SD UPEX 4" SD UP

EX 4" SD UP

EX 8" SD

EX 8" SD

EX 4" SD UP

EX 4" SD UP EX 4" SD UP

EX 1/2" FNG

EX

14x

10

EX FLAMMABLE

WASTE INTERCEPTOR

EX 10x14

EX

14x

10

EX

10x

8

3

4

4

EX FNG METER

EX 3/4" FNG UP

EX 1" CW

EX 1" CW

EX 1" CW

6

EX CWEX HW

EX HWEX CW

EX CWEX HW

EX CW

3

7

7

TO EX RTU-6 TO EX RTU-5

TO EX RTU-1

TO EX RTU-3

TO EX

RTU-2

TO EX RTU-4

EX RETURN GRILLE

EX RETURN GRILLE

C D E

A A.8 B B.2

C.1 C.5 D.9

1

2

2.1

2.8

2.9

3

4

5

EX 14x10

EX

10

ø

EX 10ø

8

DEMOLITION PLAN GENERAL NOTES:

1. MECHANICAL CONTRACTOR SHALL DETERMINE

LIMITATIONS AND/OR CONFLICTS RELATIVE TO THE

EXECUTION OF HIS WORK PRIOR TO BID. VERIFY

EXACT DETAIL OF INSTALLATION REQUIRED TO

PROVIDE SYSTEMS SHOWN WITHIN SPACE

INTENDED.

2. ALL EXISTING SERVICES SHALL BE MAINTAINED

AT ALL TIMES, UNLESS OTHERWISE INDICATED ON

THE PLANS. COORDINATE DISRUPTION OF

SERVICES WITH OWNER TO PROVIDE AN

ACCEPTABLE TIME FOR DOWN TIME.

3. MECHANICAL CONTRACTOR SHALL BE

RESPONSIBLE FOR CUTTING AND PATCHING OF

EXISTING CONSTRUCTION UNLESS OTHERWISE

NOTED ON PLANS. NO CUTTING OF STRUCTURAL

MEMBERS OR STRUCTURE WHICH WILL

DETERIORATE THE INTEGRITY AND STRENGTH OF

THE BUILDING WILL BE ALLOWED WITH OUT

WRITTEN APPROVAL FROM THE STRUCTURAL

ENGINEER.

4. THE MECHANICAL CONTRACTOR SHALL REMOVE

ALL EXISTING CEILING TILES AND GRIDS AS

REQUIRED FOR INSTALLATION OF NEW WORK. ANY

DAMAGED TILES AND OR GRIDS SHALL BE

REPLACED WITH NEW TO MATCH AT THE

CONTRACTORS EXPENSE.


ALL SYSTEMS SHOWN BOLD AND DASHED. ALL

SYSTEMS NOT SHOWN BOLD AND DASHED SHALL

REMAIN.

6. PATCH AND REPAIR OPENINGS THROUGH WALLS

AND FLOORS WHERE MECHANICAL SYSTEMS WERE

REMOVED TO MATCH EXISTING AND TO MAINTAIN

FIRE RATING. WALL FINISHED BY OTHERS.

DEMOLITION PLAN KEYED NOTES:

1 REMOVE EXISTING WALL HYDRANT AND ALL

ASSOCIATED PIPING, VALVES, COMPONENTS, AND

HANGERS AND SUPPORTS TO THE EXTENT

INDICATED ON THE PLANS.

2 REMOVE EXISTING GAS FIRED UNIT HEATER AND

ALL ASSOCIATED ACCESSORIES, COMPONENTS,

CONTROLS, AND HANGERS AND SUPPORTS TO THE

EXTENT INDICATED ON THE PLANS.

3 REMOVE EXISTING DUCTWORK AND ALL

ASSOCIATED COMPONENTS, ACCESSORIES, AND

HANGERS AND SUPPORTS TO THE EXTENT


4 REMOVE EXISTING CONCRETE FILL FROM EXISTING

TRENCH DRAIN. JET OUT AND FULLY CLEAN

EXISTING SANITARY SEWER PIPING. CAMERA

SCOPE EXISTING PIPING TO CONFIRM ALL DEBRIS

HAS BEEN REMOVED.

5 EXISTING GAS METER TO BE REMOVED BY GAS

UTILITY PROVIDER. MECHANICAL CONTRACTOR IS

RESPONSIBLE FOR REMOVING NATURAL GAS

PIPING DOWNSTREAM OF THE GAS METER TO THE

EXTENT INDICATED ON THE PLANS. COORDINATE

REMOVAL AND REPLACEMENT OF GAS METER

WITH GAS UTILITY PROVIDER.

6 REMOVE EXISTING DOMESTIC WATER PIPING AND

ALL ASSOCIATED COMPONENTS, ACCESSORIES,

AND HANGERS AND SUPPORTS TO THE EXTENT


7 REMOVE AND SALVAGE EXISTING RTU

CONTROLLER AND TURN OVER TO THE OWNER.

REMOVE EXISTING WIRING TO THE ROOF AND CAP.

8 REMOVE AND SALVAGE EXISTING GRILLE FOR

RE-INSTALLATION.

REMOVE ALL EXISTING DUCTWORK,

PIPING, MECHANICAL EQUIPMENT,

AND CONTROLS AS REQUIRED FOR

STRUCTURAL MODIFICATION WORK.

ALL EXISTING SYSTEMS SHALL BE

DRAINED, DISCONNECTED AND

PROTECTED FROM CONSTRUCTION

DEBRIS. EQUIPMENT, CONTROLS,

AND PLUMBING FIXTURES SHALL BE

SALVAGED FOR RE-INSTALLATION

UPON COMPLETION OF STRUCTURAL

MODIFICATIONS.

EX SS

EX SS

EX SS

A A.8 B B.2

2.8

2.9

3

3

EX EXHAUST FAN

EX EXHAUST FAN

EX WATER HEATER

5

EX HWEX CW

EX HW

EX

14x

10

EX CW

EX 10x14

EX

10x

8

EX FNG METER

EX 3/4" FNG UP

REMOVE ALL EXISTING DUCTWORK,

PIPING, MECHANICAL EQUIPMENT,

AND CONTROLS AS REQUIRED FOR

STRUCTURAL MODIFICATION WORK.

ALL EXISTING SYSTEMS SHALL BE

DRAINED, DISCONNECTED AND

PROTECTED FROM CONSTRUCTION

DEBRIS. EQUIPMENT, CONTROLS,

AND PLUMBING FIXTURES SHALL BE

SALVAGED FOR RE-INSTALLATION

UPON COMPLETION OF STRUCTURAL

MODIFICATIONS.

EX CWEX HW

A A.8 B B.2

2.8

2.9

3EX CW

F

E

D

C

B

A

1 2 3 4 5 6 7 8

M

MN

NorthCheck:

Drawn:

Date:

Comm:

License Number:



Scale:

Date

AS INDICATED

2/1

0/2

02

0 6

:28: 3

2 P

M

C:\

Use

rs\b

me

iste

r\D

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21

6 O

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Bus G

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D27

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\05_M

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(cen

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ORONO PUBLICSCHOOLS


M0.00

UNDERGROUNDAND MAIN LEVELDEMOLITIONPLANS - BASE BIDAND ALTERNATENO. 1

685 N. Old Crystal Bay Road, LongLake, Minnesota 55356


BMM

JMF

02/07/20

182216

MINNESOTA

02/07/20MIKE FREEMAN

50353

PROFESSIONAL ENGINEER

1/8" = 1'-0"F4

MAIN LEVEL DEMOLITION PLAN - BASE BID

1/8" = 1'-0"D1

UNDERGROUND DEMOLITION PLAN - ALTERNATE NO. 11/8" = 1'-0"

D3MAIN LEVEL DEMOLITION PLAN - ALTERNATE NO. 1

Revisions


S

S

S

S

S

S

S

SS

S

S

EX 1" CW UP

WH

WH

3/4" CW

EX 3/4" CW

EX 3/4" CW

3/4" CW

EX 3/4" CW

EX DOMESTIC

WATER RISER

3/4" HW

1

CUH

1

UH

1

UH

2

UH

3

UH

6

UH

7

UH

5

1 1/4" FNG UP

A101

A102

A104

A107

A108 A109

A106 A105

A110

A111

A112

A113

A114

A115

A116

A117

A118

A103

EX CO

EX CO

EX 4" SD

EX 4" SD

EX 4" SD

EX 4" SD

EX 4" SDEX 4" SD

EX 5" SD

EX 4" SD UP

EX 4" SD UPEX 4" SD UP

EX 4" SD UP

EX 8" SD

EX 8" SD

EX 4" SD UP

EX 4" SD UP EX 4" SD UP

2

EX 3/4" HW

EX 2 1/2" CW

EX FLAMMABLE

WASTE INTERCEPTOR

EX WATER HEATER

EX 1 1/2" CWEX 1 1/2" HW

EX 3/4" HWEX 2" CW

EX HWEX CW

EX HWEX CW

EX CWEX CW

EX TRENCH DRAIN

EX TRENCH DRAIN EX TRENCH DRAIN

3/4" FNG

3/4" FNG

1" FNG

3/4" FNG 3/4" FNG

3/4" FNG

1 1/4" FNG

3/4" FNG

UH

4

3/4" FNG

3/4" FNG

REFER TO

FOR CONTINUATION

/C7 M1.00

3/4" FNG3/4" FNG

3/4" FNG

EX 1/2" FNG

1/2" FNG

C D E

A A.8 B B.2

C.1 C.5 D.9

1

2

2.1

2.8

2.9

3

4

5

EF

4

EF

2

22

x1

8

22x18

EF

1

EF

3

20x12

UH

6

UH

7

UH

5

UH

3

UH

1

UH

2

EX SA UP

EX EXHAUST FAN

EX EXHAUST FAN

UP TO EX RTU-6

UP TO EX RTU-5

UP TO EX RTU-2

UP TO EX RTU-1

UP TO EX RTU-2

UP TO EX RTU-4

A101

A102

A104

A107A108 A109

A106 A105

A110

A111

A112

A113

A114

A115

A116

A117

A118

A103

EXHAUST LOUVER

REFER TO ARCHITECTURAL

EXHAUST LOUVER


EXHAUST LOUVER


INTAKE LOUVER


10x

8

EX

16

ø

EX 16ø

EX 16ø

EX

16

ø

EX

16

ø

EX 20ø

EX

16

ø

EX

16

ø

EX 10ø

EX

16

ø

EX

14

ø

EX

16

ø

EX

14

ø

INTAKE LOUVER


EXHAUST LOUVER


INTAKE LOUVER


EX

10

ø

UH

4

EX 10x14

EX

14x

10

EX 14x10

20x16 30x20

32

x2

0

EX

14x

10

14x10 14x10

24x16

18

x1

6

20x18

10

x1

020

x1

6

18x16

3

3

3

14x10645

B

(TYP. 2)

24x141285

B

18x161230

B

18x161230

B

12x12615

B

(TYP. 4)

12x20

10x10410

B

(TYP. 3)

6x650

A

12x301225

B 4

EX RETURN GRILLE

EX RETURN GRILLE

8x

6

10x14

14x10

M

GAS FIRED UH

CONCENTRIC

VENT UP

GAS FIRED UH CONCENTRIC VENT UP

GAS FIRED UH

CONCENTRIC VENT

UP




GAS FIRED UH

CONCENTRIC

VENT UP

M

M

M

M

M

M

EX

14x

10

14x10

10

x1

4

C

D E

A A.8 B B.2 C.1

C.5 D.9

1

2

2.1

2.8

2.9

3

4

5

10

ø

5100 CFM

5400 CFM

5 110 CFM

EX RTU-7

EX RTU-6

EX RTU-5 EX RTU-2

EX RTU-1

EX RTU-3EX RTU-4

EX 3/4" FNGEX 3/4" FNG

EX 3/4" FNG

EX 3/4" FNG

EX 3/4" FNG

EX 3/4" FNG

EX 3/4" FNG

EX 3/4" FNG

EX 1" FNG

GAS FIRED UH CONCENTRIC VENT






GAS FIRED UH

CONCENTRIC VENT

C D EA A.8 B B.2 C.1 C.5 D.9

1

2

2.1

2.8

2.9

3

4

5

EX 12x16

EX 1" CW

1 1/4" FNG

EX

12x

12

EX 12x16

EX

12x

8

1 1/4" FNG DN

REFER TO

FOR CONTINUATION

/F1 M1.00

A A.8 B B.2

2

2.1

2.8

2.9

3

MECHANICAL PLAN GENERAL NOTES:

1. MECHANICAL CONTRACTOR SHALL DETERMINE

LIMITATIONS AND/OR CONFLICTS RELATIVE TO THE

EXECUTION OF HIS WORK PRIOR TO BID. VERIFY

EXACT DETAIL OF INSTALLATION REQUIRED TO

PROVIDE SYSTEMS SHOWN WITHIN SPACE

INTENDED.

2. ALL RISES AND DROPS IN PIPING ARE NOT

NECESSARILY SHOWN. LAYOUT ROUTING AND

COORDINATE WORK WITH OTHER TRADES BEFORE

CONSTRUCTION.

3. MECHANICAL CONTRACTOR SHALL BE

RESPONSIBLE FOR CUTTING AND PATCHING OF

CONSTRUCTION UNLESS OTHERWISE NOTED ON

THE PLANS. NO CUTTING OF STRUCTURAL

MEMBERS OR STRUCTURE WHICH WILL

DETERIORATE THE INTEGRITY AND STRENGTH OF

THE BUILDING WILL BE ALLOWED WITHOUT

WRITTEN APPROVAL FROM THE STRUCTURAL

ENGINEER.

4. LOCATE ALL VALVES, METERS, GAUGES AND

PIPING SPECIALTIES ABOVE ACCESSIBLE CEILINGS.

5. COORDINATE ALL UTILITY CONNECTION SIZES,

LOCATIONS, AND INVERTS WITH THE SITE UTILITY

CONTRACTOR.

6. INSTALL WALL HYDRANTS AT 2'-0" ABOVE

FINISHED GRADE. FIELD VERIFY EXACT LOCATION.


ALL EXISTING CEILING TILES AND GRIDS AS

REQUIRED FOR INSTALLATION OF NEW WORK. ANY

DAMAGED TILES AND OR GRIDS SHALL BE

REPLACED WITH NEW TO MATCH AT THE

CONTRACTORS EXPENSE.

8. REFER TO PLUMBING RISER DIAGRAMS FOR

ADDITIONAL PIPE SIZES NOT SHOWN ON DRAWING.

9. THE MECHANICAL CONTRACTOR SHALL BE

RESPONSIBLE FOR ALL REQUIRED REINFORCEMENT

OF NEW AND EXISTING STRUCTURAL MEMBERS FOR

MECHANICAL SYSTEMS. REFER TO "MECHANICAL

SUPPORT REINFORCEMENT DETAIL" FOR

ADDITIONAL REQUIREMENTS.

10. DO NOT INSTALL FLEXIBLE DUCT CONNECTIONS

ABOVE INACCESSIBLE CEILINGS.

11. LOCATE BALANCING DAMPERS ABOVE

ACCESSIBLE CEILINGS WHERE POSSIBLE.

12. COORDINATE LOCATIONS OF ANY ACCESS

PANELS REQUIRED IN WALLS OR CEILINGS WITH

GENERAL CONTRACTOR.

13. ROUTE DUCTS BETWEEN JOISTS AND THROUGH

JOIST WEBS WHERE REQUIRED TO COORDINATE

WITH THE INSTALLATION OF OTHER TRADES AND TO

MAINTAIN CEILING HEIGHTS. COORDINATE

LOCATIONS PRIOR TO CROSS BRACING TO ENSURE

THERE ARE NO CONFLICTS. AREAS KEYNOTED ARE

MINIMUM REQUIRED.

14. DIFFUSER AND REGISTER LOCATIONS SHALL BE

COORDINATED WITH LIGHT FIXTURE LOCATIONS

AND SHALL BE IN ACCORDANCE WITH CEILING

PATTERNS AS SHOWN ON THE ARCHITECTURAL

REFLECTED CEILING PLANS.

15. ALL RISES AND DROPS IN DUCTWORK ARE NOT

NECESSARILY SHOWN. LAYOUT ROUTING AND

COORDINATE WORK WITH OTHER TRADES BEFORE

CONSTRUCTION.

MECHANICAL PLAN KEYED NOTES:

1 LOCATE VALVE ON WALL IN LOCATION

COORDINATED WITH ENGINEER PRIOR TO

INSTALLATION. PROVIDE SIGN AT DOMESTIC

WATER SHUT-OFF THAT STATES: "SHUT-OFF VALVE

FOR WALL HYDRANTS. VALVE SHALL BE SHUT AND

PIPING SHALL BE DRAINED DURING THE WINTER."

2 NEW FNG METER LOCATION. COORDINATE WITH

UTILITY COMPANY FOR INSTALLATION.

3 ROUTE DUCT DROP TIGHT TO WALL AND

TERMINATE AT 12" ABOVE FINISHED FLOOR WITH

1/2"x1/2" WIRE BIRDSCREEN ON BOTTOM OF DUCT.

4 ROUTE DUCT DROP IN NEW CHASE FOR

CONNECTION TO NEW WALL MOUNTED EXHAUST

GRILLE TERMINATED 12" ABOVE FINISHED FLOOR.

5 BALANCE TO INDICATED CFM.

RE-INSTALL ALL EQUIPMENT,

CONTROLS, PLUMBING FIXTURES,

PIPING, COMPONENTS, VALVES,

AND HANGERS AND SUPPORTS AS

REQUIRED FOR STRUCTURAL

MODIFICATION WORK. PROVIDE

NEW PIPING, CONTROLS, AND

HANGERS AND SUPPORTS AS


MODIFICATION WORK.

A A.8 B B.2

2.8

2.9

3EX 1" CW UP

3/4" HW

1

1 1/4" FNG UP

2

EX HWEX CW

EX WATER HEATER

1" FNG

3/4" FNG

1 1/4" FNG

3/4" FNG

RE-INSTALL ALL EQUIPMENT,

CONTROLS, PLUMBING FIXTURES,

PIPING, COMPONENTS, VALVES,



MODIFICATION WORK. PROVIDE

NEW PIPING, CONTROLS, AND



MODIFICATION WORK.EX FNGEX CWEX HW

REFER TO

FOR CONTINUATION

REFER TO

FOR CONTINUATION

/F1 M1.00

/F1 M1.00

REFER TO

FOR CONTINUATION

/C7 M1.00

A A.8 B B.2

2.8

2.9

31" CW

EX 1" CW

A114A112

A113

A125 A108

A109

A110

A104

A103

22

x1

8

20x12

EX SA UP

EX EXHAUST FAN

EX EXHAUST FAN

EX 10x14

14x10 14x10

3

14x10645

B

(TYP. 2)

24x141285

B

12x301225

BRE-INSTALL ALL EQUIPMENT,

CONTROLS, PLUMBING FIXTURES, PIPING, COMPONENTS, VALVES,



MODIFICATION WORK. PROVIDE NEW PIPING, CONTROLS, AND


REQUIRED FOR STRUCTURAL MODIFICATION WORK.

REFER TO

FOR CONTINUATION

/F4 M1.00

REFER TO

FOR CONTINUATION

/F4 M1.00

REFER TO

FOR CONTINUATION

/F4 M1.00

A A.8 B B.2

2.8

2.9

3

A114

A113

A125A108

A109

A104

A103

F

E

D

C

B

A

1 2 3 4 5 6 7 8

M

MN

NorthCheck:

Drawn:

Date:

Comm:

License Number:



Scale:

Date

AS INDICATED

2/1

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ORONO PUBLICSCHOOLS


M1.00

MECHANICALNEW WORKPLANS - BASE BIDAND ALTERNATENO. 1



BMM

JMF

02/07/20

182216

MINNESOTA


50353


1/8" = 1'-0"F1

MAIN LEVEL NEW WORK PIPING PLAN - BASE BID1/8" = 1'-0"

F4MAIN LEVEL NEW WORK HVAC PLAN - BASE BID

1/16" = 1'-0"C2

ROOF NEW WORK PLAN - BASE BID1/8" = 1'-0"

C7UPPER LEVEL NEW WORK PLAN - BASE BID

1/8" = 1'-0"B1

UNDERGROUND NEW WORK PLAN - ALTERNATE NO. 1 1/8" = 1'-0"B4

MAIN LEVEL NEW WORK PIPING PLAN - ALTERNATE NO. 11/8" = 1'-0"

B5MAIN LEVEL NEW WORK HVAC PLAN - ALTERNATE NO. 1

Revisions


810 SF

4,800 SF

9,820 SF

1

2

2

DRY ZONE FIRE

PROTECTION MAIN

FIRE DEPARTMENT CONNECTION

EX FIRE PROTECTION RISER

FIRE DEPARTMENT CONNECTION MAIN UP

DRY ZONE FIRE PROTECTION MAIN UP

REFER TO FOR CONTINUATION

EX WET ZONE FIRE PROTECTION MAIN UP/E3 M2.00

REFER TO

FOR CONTINUATION

/E3 M2.00

FIRE DEPARTMENT

CONNECTION MAIN

FIRE DEPARTMENT

CONNECTION MAIN

DRY ZONE FIRE

PROTECTION MAIN

FIRE DEPARTMENT

CONNECTION MAIN

C D E

A A.8 B

B.2 C.1 C.5 D.9

1

2

2.1

2.8

2.9

3

4

5

RELOCATE EXISTING FIRE

PROTECTION PIPING AS HIGH AS POSSIBLE BENEATH

EXISTING DOMESTIC PIPING

TO ALLOW FOR MAXIMUM WALL PENETRATION INFILL .

AIR COMPRESSOR FOR DRY SYSTEM

FIRE PROTECTION PLAN GENERAL NOTES:

1. NO PIPING SHALL BE SUPPORTED FROM JOIST

BRIDGING OR OTHER PIPING, DUCTWORK, OR

CONDUIT.

2. ALL PIPING SHALL BE SUPPORTED FROM TOP

CORDS OF JOISTS OR FROM CONCRETE DECKING BY

APPROVED MEANS.

3. FIRE PROTECTION CONTRACTOR IS REQUIRED TO

PROVIDE SLEEVES FOR ALL PIPING PENETRATIONS

OF FIRE RESISTIVE OR SMOKE TIGHT WALLS AND

FLOOR OPENINGS. SEAL ALL PIPE PENETRATION

OPENINGS AND FIRE CAULK ALL SLEEVE

LOCATIONS AS REQUIRED TO MAINTAIN RATING.

REFER TO ARCHTECTURAL CODE PLAN FOR RATING

LOCATIONS.

4. ALL SPRINKLER PIPING WITH LAY-IN ACOUSTIC,

OR GYPSUM BOARD, CEILINGS SHALL BE ROUTED

ABOVE THE CEILING.

5. DO NOT RUN SPRINKLER PIPE NEAR INTAKE

LOUVER OR FRESH AIR INTAKES.

6. PROVIDE AN INSPECTORS TEST AT REMOTE

POINT FOR EACH ZONE. ROUTE TEST AND DRAIN

PIPES TO GRADE. PIPES ROUTED TO GRADE SHALL

TERMINATE WITH A BRASS DRAIN FITTING.

EXPOSED GALVANIZED PIPE IS NOT ACCEPTABLE.

7. FIRE PROTECTION CONTRACTOR TO CONDUCT A

FLOW TEST AT HYDRANT NEAREST BUILDING AND

RECORD WATER MAIN SIZE, STATIC AND RESIDUAL

PRESSURES, AND G.P.M. FLOW. CONTACT AND

COORDINATE FLOW TIME WITH CITY WATER

DEPARTMENT. SEE SPEC SECTION 21 10 00,

PARAGRAPH 1.04-SYSTEM DESCRIPTION.

8. HEADS SHALL BE LOCATED WITHIN 2" OF CENTER

OR QUARTER POINTS OF THE CEILING TILES.

9. PROVIDE SPRINKLER HEADS BELOW ALL

DUCTWORK THAT CREATES AN OBSTRUCTION TO

SPRAY PATTERN AND ALL DUCTWORK GREATER

THAN 48" WIDE.

10. FURNISH AND INSTALL PERMANENT PLASTIC

LAMINATED SIGNS TO IDENTIFY EACH SPRINKLER

VALVE, THE AREA IT CONTROLS, AND HYDRAULIC

DESIGN DATA.

11. FURNISH AND INSTALL PERMANENT PLASTIC

LAMINATE SIGN TO IDENTIFY INSPECTOR TEST

CONNECTIONS AND THE ZONE IT SERVES.

12. THE INSTALLATION OF THE FIRE PROTECTION

SYSTEM SHALL CONFORM TO I.S.O. AND N.F.P.A.

REQUIREMENTS.

13. COORDINATE ALL FIRE PROTECTION PIPING WITH

OTHER TRADES. COORDINATION SHALL BE THE

RESPONSIBILITY OF THE FIRE PROTECTION

CONTRACTOR.

14. ALL AREAS SHALL BE LIGHT HAZARD EXCEPT AS

FOLLOWS. REFER TO ARCHITECTURAL FLOOR

PLANS FOR ROOM TYPES.

ORDINARY GROUP I

JANITORS CLOSET

MECHANICAL ROOMS

ORDINARY GROUP II

STORAGE ROOMS

15. ELECTRICAL ROOMS (ALL VOLTAGES) TO BE

SPRINKLED AND BE PROVIDED WITH SHIELDING.

16. ALL SPRINKLER HEADS INSTALLED 7'-0" OR LESS

SHALL HAVE HEAVY DUTY PROTECTIVE GUARDS.

17. SPRINKLER HEADS SHALL NOT BE LOCATED IN

ELEVATOR SHAFTS, PITS, OR MACHINE ROOMS.

18. THE MECHANICAL CONTRACTOR SHALL BE

RESPONSIBLE FOR ALL REQUIRED REINFORCEMENT

OF NEW AND EXISTING STRUCTURAL MEMBERS FOR

MECHANICAL SYSTEMS. REFER TO "MECHANICAL

SUPPORT REINFORCEMENT DETAIL" FOR

ADDITIONAL REQUIREMENTS.

FIRE PROTECTION PLAN KEYED NOTES:

1 MODIFY EXISTING FIRE PROTECTION AS REQUIRED

FOR ALL WALL, CEILING, MECHANICAL, AND

ELECTRICAL CHANGES IN THE AREA INDICATED.

EXISTING PIPING AND SPRINKLER HEADS MAY BE

RE-USED IF PIPE SIZES AND LOCATIONS MEET

CODE AND COMPLY WITH STATE AND NFPA

REQUIREMENTS.

2 CONVERT EXISTING WET FIRE PROTECTION TO

NEW DRY FIRE PROTECTION ZONE. MODIFY

EXISTING FIRE PROTECTION AS REQUIRED FOR ALL

WALL, CEILING, MECHANICAL, AND ELECTRICAL

CHANGES IN THE AREA INDICATED. EXISTING

PIPING AND SPRINKLER HEADS MAY BE RE-USED IF

PIPE SIZES AND LOCATIONS MEET CODE AND

COMPLY WITH STATE AND NFPA REQUIREMENTS.

1,400 SF

1

DRY ZONE FIRE PROTECTION MAIN

REFER TO

FOR CONTINUATION

FIRE DEPARTMENT CONNECTION MAIN

FIRE DEPARTMENT CONNECTION MAIN DN

DRY ZONE FIRE PROTECTION MAIN DN

REFER TO FOR CONTINUATION

/F4 M2.00

/F4 M2.00

EX WET ZONE FIRE PROTECTION MAIN DN

A A.8 B B.22

2.1

2.8

2.9

3

EX SLEEVE

TO FLOOR DRAIN

4"

ZONE #2

DRY ZONE

DRIP CHECK

ZONE #1

WET ZONE

FLOW SWITCH

O.S.&Y. OR

APPROVED

BUTTERFLY VALVE

& TAMPER SWITCH

(TYP)

TO SPRINKLER SYSTEM.

REFER TO FIRE

PROTECTION SHEETS

FOR ZONING (TYP)

EX 4" FLANGE

PRESSURE

GAUGE

(TYP)

4" TO FIRE DEPARTMENT

CONNECTION

EX WATER SERVICE

INSPECTOR'S

TEST VALVE (TYP)

2" MAIN DRAIN

TO GRADE

NOTES:

1. PROVIDE OWNER WITH A 2" DIAMETER DRAIN SOCK OF REQUIRED LENGTH SO THAT WATER MAY BE DIRECTED TO

AN ACCEPTABLE LOCATION.

2. EXTERIOR DRAIN DISCHARGE SHALL BE INSTALLED IN AN ACCEPTABLE LOCATION TO PREVENT STAINS OF

CONCRETE, WASHING OUT OF GRADE, PONDING WATER, AND ALL OTHER POSSIBILITY OF CAUSING WATER

DAMAGE.

4" DRAIN TO

GRADE.

TERMINATE

WITH BRASS

DRAIN

FITTING.

DOUBLE DETECTOR

CHECK W/ BY-PASS

METER

2"

O.S.&Y. OR

APPROVED

BUTTERFLY VALVE

& TAMPER SWITCH

O.S.&Y. VALVE

W/TAMPER

EX 2" MAIN DRAIN TO GRADE

2" MAIN DRAIN

TO GRADE.

TERMINATE

WITH BRASS

DRAIN

FITTING.

NEW DRY ZONE MAIN

EX FIRE PROTECTION

PIPING ZONE MAIN

NEW AIR

COMPRESSOR

FOR DRY FIRE

SUPPRESSION

SYSTEM

F

E

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1 2 3 4 5 6 7 8

M

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Drawn:

Date:

Comm:

License Number:



Scale:

Date

AS INDICATED

2/1

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0 6

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ORONO PUBLICSCHOOLS


M2.00

FIRE PROTECTIONNEW WORK PLAN



BMM

JMF

02/07/20

182216

MINNESOTA


50353


1/8" = 1'-0"F4

FIRE PROTECTION PLAN - MAIN LEVEL

1/8" = 1'-0"E3

FIRE PROTECTION PLAN - UPPER LEVEL

NOT TO SCALEB6

FIRE PROTECTION RISER DIAGRAM

Revisions


12" AFF

3'-

0"

BALANCING DAMPER

OPEN DUCT COVERED WITH

1/2"X1/2" WIRE BIRDSCREEN

EXHAUST AIR AS INDICATEDON PLANS.

1-1/2" X 1-1/2" X 3/8"

WELDED ANGLE IRON FRAME

TO PROTECT DUCT.

FASTEN ANGLE IRON

FRAME SECURELY TO

WALL AND FLOOR

DUCT

PROVIDE SHEET METAL FLANGE AROUND

ALL FOUR SIDES OF DUCT. FLANGE SIZE AS

REQUIRED TO OVERLAP WALL OPENING BY AT LEAST 1-1/2 INCHES.

WALL OR PARTITION.

PACK SPACE WITH FIBERGLASS INSULATION

FOR NON FIRE RATED WALL OR FIRE

STOPPING AT RATED WALLS. REFER TO THE

ARCHITECTURAL DRAWINGS FOR FIRE

RATING REQUIREMENTS.

NOTES:

1. PROVIDE DUCT WALL PENETRATION AS

INDICATED FOR ALL ABOVE GROUND WALL

PENETRATIONS.

2. MAINTAIN A CONTINUOUS VAPOR

BARRIER FOR EXTERNALLY INSULATED

DUCTS.

DUCTWORK MAY BE INTERNALLY OR

EXTERNALLY INSULATED AS

REQUIRED PER PLANS AND

SPECIFICATIONS.

PROVIDE SEALANT AT ALL

EDGES OF FLANGE WHERE

DUCTWORK IS EXPOSED TO

OUTSIDE ELEMENTS.

15 DEGREE MAX.

INLINE FAN

REFER TO

DRAWINGS FOR

DUCT SIZES.

ATTACHED TO STRUCTURE AS

REQUIRED.

VIBRATION

ISOLATOR

TRANSITION DUCT

AS REQUIRED.

SIDE OR BOTTOM ACCESS DOOR. UNIT

SHALL BE LOCATED SUCH THAT ACCESS

DOOR IS EASILY ACCESSIBLE.

FLEXIBLE

CONNECTION

1"

24" MIN.

24

" M

IN.

1¼"

ROUTE TO NEAREST F.D.

LOUVER

W/BIRDSCREEN (SEE ARCH.)

DEEP SEAL P-TRAP

CAM LATCHES

CONTINUOUS 12 GA CAVITY

SEALING SLEEVE AROUND

ENTIRE WALL OPENING BY

MECH. CONTR. EXTEND 4"

PAST INTERIOR WALL FACE &

INSTALL BEFORE LOUVER IS

INSTALLED. SEAL TO BRICK &

CONCRETE BLOCK

W/SEALANT. CONNECT

DUCTWORK TO SLEEVE.

HINGED ACCESS PANEL

PROVIDE WITH AIR TIGHT

GASKET AROUND ENTIRE

PERIMETER.

EXTERIOR DUCT

INSULATION

CONN. DUCT TO

SLEEVE & SEAL

WATERTIGHT

TURN END OF SLEEVE UP & SOLDER

WATERTIGHT TO CREATE A DRIP

PAN. COVER BOTTOM OF PAN &

SIDES W/ BITUMASTIC

MAIN DUCT

EXTERIOR INSULATION

SPIN-IN DUCT TAKE-

OFF W/INTEGRAL

BALANCING DAMPER.

ROUND GALVANIZED SHEETMETAL DUCT.

STAINLESS STEEL TIGHTENING BAND

W/ SCREWDRIVER OPERATOR

INSULATED

FLEXIBLE DUCT

STAINLESS STEEL TIGHTENING BAND

W/ SCREWDRIVER OPERATOR

SUPPLY AIR

DIFFUSER

LAY-IN CEILING OR OVERLAP

INSTALLATION AS REQUIRED.

5'-0" MAX.

LENGTH

MINIMUM 2" GALVANIZED SHEETMETAL

DUCT WITH BEADED END. INSTALL PER

SMACNA AND FLEX DUCT

MANUFACTURERS GUIDELINES.12" MIN.

1"

2"

CAM LATCH

DUCT OPENING

AIR FLOW

12" MIN.

PROVIDE AIR TIGHT GASKET

AROUND ENTIRE PERIMETER OF ACCESS PANEL

HEATING COIL, MOTORIZED DAMPER,

FIRE/SMOKE DAMPER, AIR FLOW MEASURING STATION, AND INLINE FAN.

NOTES:

1. ACCESS PANEL SHALL BE AS DIMENSIONED ABOVE W/ 12" MIN.

PROVIDE 4 LATCHES ON DIMENSIONS LARGER THAN 12 INCHES.

2. PROVIDE ACCESS PANELS AT ALL IN-DUCT HEATING COILS,

MOTORIZED DAMPERS, SMOKE/FIRE DAMPERS, INTAKE LOUVERS AND

AIRFLOW MEASURING STATIONS, AND INLINE FANS.

INSTALL CHROME PLATED BRASS

ESCUTCHEON WHEN PENETRATION IS

NOT CONCEALED ABOVE A CEILING.

INSULATE

CONTINUOUSLY

THROUGH WALL

PIPE

PROVIDE SEALANT IN GAP BETWEEN

PIPE/INSULATION AND SLEEVE. PROVIDE FIRE

STOPPING AT RATED WALLS. REFER TO

ARCHITECTURAL DRAWINGS FOR FIRE RATING

REQUIREMENTS.

PIPE SLEEVE WHEN REQUIRED

(SEE SPECIFICATION FOR

REQUIREMENTS)

NOTES:

1. PROVIDE PIPE WALL PENETRATION AS INDICATED AT

ALL ABOVEGROUND WALL PENETRATIONS.

2. MAINTAIN A CONTINUOUS VAPOR BARRIER FOR

INSULATED PIPES. WALL OR PARTITION

ANGLE

BRACKET

REFER TO SPEC FOR

SUPPORT SPACING

MOUNT UPPER WALL

ANCHOR BELOW BEAM

MOUNT LOWER WALL ANCHOR AS

RECOMMENDED BY MANUFACTURER

CEILING

SUPPORT CHANNEL

OR ANGLE WALL

INSULATION INSERT FOR

ALL INSULATED PIPING 2" AND LARGER

BEAM

LONG WALL

ANCHOR (TYP)

SUPPORTING NUT

INSULATION SHIELD FOR

ALL INSULATED PIPING

LOCKING NUT

SUPPORT CHANNEL

OR ANGLE

DUCT PIPE

CEILING

UNINSULATED PIPE

INSULATION

ROOF

JOIST

INSULATION

BEAM

SUPPORT CHANNEL

OR ANGLE

2" LONG WALL ANCHOR

(TYP)

MOUNT UPPER

WALL ANCHOR 2"

BELOW BEAM

MOUNT LOWER WALL

ANCHOR AS RECOMMENDED

BY MANUFACTURER



CEILING

SUPPORT CHANNEL

OR ANGLE

BOLT (TYP)

REFER TO

SPEC FOR

SUPPORT

SPACING

CEILING

LOCKING NUT (TYP)

ALL THREAD

HANGER ROD

SUPPORT NUT (TYP)

DUCT

BEAM

CHANNEL NUT (TYP)

WALL

BOLT (TYP)

REFER TO TRAPEZE PIPE

HANGER DETAIL



SUPPORT

CHANNEL OR

ANGLE

¼" THICK

ANGLE

BRACKET

PIPEJOIST

ROOF

UNINSULATED PIPE

4"+

4"+

MAX0' - 4"

MAX0' - 4"

ATTACH ALL CONCENTRATED LOADS (PIPING, MECH

ROOFTOP EQUIP CURBS, ETC) TO THE JOIST WITHIN 4" OF

THE JOIST PANEL POINT OR PROVIDE STIFFENER ANGLES

AS SHOWN. FOR PIPING EXCEEDING 20 PLF OR

EQUIVALENT GROUPINGS, NOTIFY THE STRUCTURAL

ENGINEER PRIOR TO INSTALLATION.

PIPES EXCEEDING 10 PLF PARALLEL TO JOIST SHALL BE

CENTERED BETWEEN JOIST & A SPREADER MEMBER INSTALLED.

FOR PIPING EXCEEDING 20 PLF OR EQUIVALENT GROUPINGS

NOTIFY THE STRUCTURAL ENGINEER PRIOR TO INSTALLATION.

PIPE OR OTHER

EQUIPMENT

STIFFENER ANGLES

2-L2x2x1/8

STIFFENER

ANGLES

2-L2x2x1/8

1/8TYP

8"(

±)

HUBLESS PIPE

RISER CLAMP

HUBLESS PIPE

THIS JOINT BRACE TO BE

PROVIDED AT ALL RISER

JOINTS THAT OCCUR

BETWEEN FLOORS.

ALTERNATE JOINT BRACE

DETAIL FOR CONGESTED

LOCATIONS

SHIELD AND CLAMP

JOINT

BANDING STRAPS

TYPICAL P

IPE S

ECTION

MAX. HANGER S

PA. = 10'-0

"

SHIELD AND CLAMP JOINT

TYPICAL VERTICAL

HANGERS EACH SIDE OF

SHIELD & CLAMP JOINT.

TYPICAL TRANSVERSE

BRACE IF REQUIRED


ALL INSULATED PIPING 2"

AND LARGER.

HANGER ROD *

INSULATION

PIPE

SUPPORT NUT

LOCKING NUT

NON-INSULATED PIPEINSULATED PIPE

HEAVY DUTY

CLEVIS HANGER



* PROVIDE CONCRETE INSERTS OR FASTEN TO TOP CHORDS OF BAR

JOISTS OR OTHER STRUCTURAL BEAMS. DO NOT FASTEN TO ROOF

DECK OR JOIST BRIDGING. HANG PIPING ROUTED PARALLEL TO JOISTS

FROM MINIMUM 2 JOISTS. REFER TO STRUCTURAL DRAWINGS FOR

ADDITIONAL REQUIREMENTS. COORDINATE HANGER POINT LOCATIONS

WITH JOIST SUPPLIER.

INSULATION

SUPPORT NUT

LOCKING NUT

PIPE

UNINSULATED PIPE

ALLTHREAD

HANGER ROD.

SUPPORT FROM

STRUCTURE. *



* PROVIDE CONCRETE INSERTS OR FASTEN TO TOP CHORDS AT BAR

JOISTS OR OTHER STRUCTURAL BEAMS. DO NOT FASTEN TO ROOF DECK

OR JOIST BRIDGING. HANG PIPING ROUTED PARALLEL TO JOISTS FROM

MINIMUM 2 JOISTS. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL

REQUIREMENTS. COORDINATE HANGER POINT LOCATIONS WITH JOIST

SUPPLIER.

SUPPORT CHANNEL

OR ANGLE


ALL INSULATED PIPING 2"

AND LARGER.

TRIM EXCESS LENGTH OF THREADED

ROD PER SPECIFICATION.

SPRING ISOLATOR

BIRD SCREEN

UNION

PRESSURE

REDUCING

VALVE

GAS BURNER

TYPE 'B' GAS VENT

ROOFING

BAR JOIST

WEATHER CAP BY

MECH. CONTR.

STORM COLLAR

TALL CONE

FLASHING. SEALWATERTIGHT.

DRIP PAN

SEALED

WATERTIGHT

DIRT LEG

CAPPED

LUB. PLUG

GAS COCK

GAS FIRED

UNIT HEATER

DOUBLE

DEFLECTION

DIFFUSER

INDUCED DRAFT

BLOWER

ANCHOR TO

BAR JOIST

F

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1 2 3 4 5 6 7 8

M

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Check:

Drawn:

Date:

Comm:

License Number:



Scale:

Date

NOT TO SCALE

2/1

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0 6

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7 P

M

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l).r

vt

ORONO PUBLICSCHOOLS


M7.00

MECHANICALDETAILS



BMM

JMF

02/07/20

182216

MINNESOTA


50353


NOT TO SCALEB7

GARAGE FLOOR EXHAUST DETAILNOT TO SCALE

B5DUCT WALL PENETRATION DETAIL

NOT TO SCALEB3

INLINE FAN DETAILNOT TO SCALE

B1LOUVER INSTALLATION DETAIL

NOT TO SCALEC7

FLEXIBLE DUCT CONNECTION DETAILNOT TO SCALE

C5ACCESS PANEL DETAIL

NOT TO SCALEC1

PIPE WALL PENETRATION DETAIL

NOT TO SCALED7

WALL DUCT/PIPE HANGER DETAILNOT TO SCALE

D5WALL DUCT/PIPE HANGER DETAIL

NOT TO SCALEC3

MECHANICAL SUPPORT REINFORCEMENT DETAIL

NOT TO SCALED1

HUBLESS PIPE RISER DETAILNOT TO SCALE

D3HUBLESS PIPE INSTALLATION DETAIL

NOT TO SCALEF7

CLEVIS PIPE HANGER DETAILNOT TO SCALE

F5TRAPEZE PIPE HANGER DETAIL

NOT TO SCALEF3

GAS FIRED UNIT HEATER DETAIL

Revisions


EXHAUST FAN AND TRANSFER FAN SCHEDULE

MANUFACTURERSERVESUNIT

NO.

DRIVETOTAL

MODEL

NO.

TYPE CFM S.P.

W.C.

VOLTSRPM HP DAMPER

SIZE

REMARKSGRAVITY

DAMPER

COMPONENTS AND ACCESSORIES

SWITCH

SPEED MOT.

DAMPER SWITCH

DISCONNECT

EF'X'

PH

EF-1

EF-3

EF-2

1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS.

2. PROVIDE WITH HANGER TYPE VIBRATION ISOLATORS.3. PROVIDE WITH EXPLOSION PROOF MOTOR AND PERFORMANCE BAFFLE WHERE REQUIRED.

NOTES:

EF-4

610

2,450

2,420

5,020

ROOM A101

ROOM A112

ROOM A111

ROOM A116

GREENHECK

GREENHECK

GREENHECK

GREENHECK

BSQ-90

BSQ-160

BSQ-140

TCB-1-22

INLINE

INLINE

INLINE

INLINE

0.4

0.4

0.5

0.5

1,725 1/4 115 1 BELT

-

1,725 3/4

1,725 2

115 1

1,725 3/4 115 1

208 1

BELT

BELT

BELT

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

1,2,3

1,2,3

1,2,3

1,2,3

-

-

-

-

C

B

A

MANUF. & MODEL NO.

GRILLES, REGISTERS AND DIFFUSERS SCHEDULE

SERVICETYPE DESCRIPTION REMARKS

ALL STEEL SUPPLY REGISTER OF THE SIZE AS INDICATED ON THE PLANS. PROVIDE WITH DOUBLE

DEFLECTION HORIZONTAL FRONT BLADES, ¾" SPACING, OPPOSED BLADE DAMPER, AND BAKED WHITEENAMEL FINISH.

ALL STEEL EXHAUST REGISTER OF THE SIZE AS INDICATED ON THE PLANS. PROVIDE WITH SINGLE

DEFLECTION HORIZONTAL BLADES AT A FIXED 35° PATTERN AT ¾" SPACING, OPPOSED BLADE DAMPER, ANDFACTORY BAKED WHITE ENAMEL FINISH.

SAME AS EXHAUST REGISTER B EXCEPT WITHOUT THE OPPOSED BLADE DAMPER.

TITUS MODEL 300RL

TITUS MODEL 350RL

TITUS MODEL 350RLRETURN, EXHAUST, TRANSFER

GRILLE (SURFACE MOUNT)

EXHAUST REGISTER (SURFACE

MOUNT)

SUPPLY REGISTER (SURFACE

MOUNT)

WH WALL HYDRANT - - 3/4" - - --

-- -

PLUMBING FIXTURE SCHEDULE

FIX.

NO. FIXTURE TYPE WASTELAB GASES

VENT CW VACUUMHW

AIR NAT. GAS OTHER

REMARKS

MANUFACTURERUNIT

NO.SERVES

UNIT HEATER/CABINET UNIT HEATER SCHEDULETYPE (GAS,

HW OR ELEC)

MODEL

NUMBERCABINET CFM RPM HP VOLTS REMARKSMBH

UH'X'

PHASE

CUH-1

UH-4

UH-3

UH-2

UH-1

UH-6

UH-5

CUH'X'

1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS.

2. PROVIDE UNIT WITH VERTICAL CONCENTRIC VENT KIT SIZED PER MANUFACTURER'S WRITTEN INSTRUCTIONS.

3. UNIT TO BE FIELD CONVERTED TO 240/1 PER MANUFACTUER'S WRITTEN INSTRUCTIONS.4. MOTORS SHALL BE LOCATED OUTSIDE THE DUCT. MOTORS AND FANS SHALL BE PROVIDED WITH A MEANS OF ACCESS FOR SERVICING AND MAINTENANCE.

NOTES:

ROOM A102

ROOM A112

ROOM A111

ROOM A101

ROOM A116

ROOM A112

ROOM A111

ELEC

GAS

GAS

GAS

GAS

GAS

GAS

UH-7 ROOM A117 GAS

REZNOR

REZNOR

REZNOR

REZNOR

REZNOR

REZNOR

REZNOR

UDAS-75

UDAS-100

UDAS-150

UDAS-150

UDAS-100

UDAS-200

UDAS-150

MARKEL 6333D052033B30D0F

HORIZONTAL

HORIZONTAL

HORIZONTAL

HORIZONTAL

HORIZONTAL

HORIZONTAL

HORIZONTAL

WALL-MOUNTED

961 1,550 45 WATTS 115 1 75.0

1,345 1,050 1/30 115 1 105.0

1,537 1,050 1/6 115 1 150.0

1,537 1,050 1/6 115 1 150.0

1,345 1,050 1/30 115 1 105.0

2,562 1,050 1/6 115 1 200.0

1,537 1,050 1/6 115 1 150.0

250 208 1 17.1- -

1,2,4

1,2,4

1,2,4

1,2,4

1,2,4

1,2,4

1,2,4

1,3

AMPS

-

-

-

-

-

-

-

25.0

OVERFLOW ROOF DRAIN

SOFT COLD WATER

REVOLUTIONS/MINUTE

PRESSURE DROP

LEAVING AIR TEMPERATURE

LEAVING WATER TEMPERATURE

PLUMBING FIXTURE NUMBER

VENT THROUGH ROOF

WALL HYDRANT

HARD COLD WATER

OPPOSED BLADE DAMPER

PRESSURE AND THERMOSTATIC

STATIC PRESSURE

TEMPERATURE DIFFERENCE

BLDG BUILDING HW HOT WATER

W/ WITHFTR FINNED TUBE RADIATION

GPM

GEN GENERAL

GALLONS/MINUTE WH

WB WET BULB

CIRCULATING HOT WATER

SQUARE FEET RADIATION

ENTERING AIR TEMPERATURE

ENTERING WATER TEMPERATURE

FLOAT AND THERMOSTATIC

DEGREES FAHRENHEIT

EAT

FD

FLR

FH

FLA

F & T

EXIST

F

ELEC

EWT

ELEV

EXH

EFF

EDR

EL

FIRE HYDRANT

FLOOR DRAIN

EXISTING

FULL LOAD AMPS

FLOOR

EFFICIENCY

ELECTRICAL

ELEVATION

EXHAUST

ELBOW

DB

DIFF

DEG

DIA

CW

CONCR

CONTR

CFM

CLG

CO

CHW

BTWN

BSMT

CB

COLD WATER

DIFFUSER

CONTRACTOR

CONCRETE

DRY BULB

DIAMETER

DEGREE

BASEMENT

CLEANOUT

CATCH BASIN

CUBIC FEET/MINUTE

CEILING

BETWEEN

P & T

SHT

REQ'D

PLBG

SCW

RD

REG

VTR

PD

RPM

QUAN

TD

SP

RA

SA

SHEET

SUPPLY AIR

REQUIRED

PLUMBING

QUANTITY

REGISTER

ROOF DRAIN

RETURN AIR

ORD

NTS

P-#

LWT

LAT

MIN

MAX

KW

INV

MH

MBH

OBD

OA

MECH

NOT TO SCALE

MINIMUM

OUTSIDE AIR

MANHOLE

MAXIMUM

MECHANICAL

1000 BTU

INVERT

KILOWATT

MECHANICAL ABBREVIATIONS

AS HIGH AS POSSIBLE

ABOVE FINISHED FLOOR

BELOW FINISHED FLOOR

AHAP

AFF

BFF

AD AREA DRAIN

HB

GR

HCW

HP

GRILLE

HOSE BIBB

HORSE POWER

HT

S

EXTERIOR HYDRONIC SUPPLY PIPING

INTERIOR HYDRONIC SUPPLY PIPING

CAMPUS CHILLED WATER SUPPLY

CAMPUS CHILLED WATER RETURN

DOMESTIC SOFT COLD WATER PIPING

DOMESTIC COLD WATER PIPING

BOILER FEED PIPING

DX REFRIGERATION SYSTEM HOT GAS PIPING

DX REFRIGERATION SYSTEM SUCTION PIPING

DX REFRIGERATION SYSTEM LIQUID PIPING

BUILDING CHILLER CONDENSER WATER RETURN PIPING

BUILDING CHILLER CONDENSER WATER SUPPLY PIPING

BUILDING CHILLED WATER RETURN PIPING

BUILDING CHILLED WATER SUPPLY PIPING

HIGH PRESSURE CONDENSATE RETURN PIPING

MEDIUM PRESSURE CONDENSATE RETURN PIPING

LOW PRESSURE CONDENSATE RETURN PIPING

HIGH PRESSURE STEAM PIPING

MEDIUM PRESSURE STEAM PIPING

LOW PRESSURE STEAM PIPING

BUILDING HEATING WATER RETURN PIPING

BUILDING HEATING WATER SUPPLY PIPING

FIRE PROTECTION PIPING

FUEL OIL GAGE PIPING

FUEL OIL RETURN PIPING

FUEL OIL SUPPLY PIPING

LIQUEFIED PETROLEUM GAS PIPING

FIRM NATURAL GAS PIPING

INTERRUPTIBLE NATURAL GAS PIPING

INDUSTRIAL AIR PIPING

PUMP DISCHARGE PIPING

CONDENSATE DRAIN PIPING

STORM DRAIN BELOW GROUND PIPING

STORM DRAIN ABOVE GROUND PIPING

ACID RESISTANT WASTE BELOW GROUND PIPING

ACID RESISTANT WASTE ABOVE GROUND PIPING

SANITARY WASTE BELOW GROUND PIPING

SANITARY WASTE ABOVE GROUND PIPING

ACID RESISTANT VENT PIPING

DOMESTIC CIRCULATING HOT WATER PIPING

HEAT TRACE DOMESTIC HOT WATER PIPING

DOMESTIC HOT WATER PIPING

REVERSE RETURN HYDRONIC PIPING (EXISTING)

DISTRICT HEATING SUPPLY PIPING

DISTRICT HEATING RETURN PIPING

VACUUM PIPING

NATURAL GAS PIPING

CCHWR

CCHWS

IS

ES

BF

LIQ

SUC

HG

CWR

CWS

MPS

RR

DHR

CHWR

CHWS

DHS

HPR

MPR

LPR

HPS

FOG

LPS

HWR

HWS

FP

FOS

FOR

LPG

FNG

MECHANICAL LINETYPES

AW

VAC

ING

NG

IA

CD

SD

AW

PD

SD

SS

AV

VENT PIPING

NITROGEN PIPING

WASTE ANESTHESIA GAS DISPOSAL PIPING

NITROUS OXIDE PIPING

CARBON DIOXIDE PIPING

MEDICAL AIR PIPING

VACUUM PIPING

OXYGEN PIPING

CO2

N2O

E

N

A

O2

V

F/S

S

F

S

MANUAL VOLUME DAMPER

CONNECT TO EXISTING

OUTSIDE AIR ELBOW UP

OUTSIDE AIR ELBOW DOWN

RETURN/EXHAUST ELBOW DOWN

RETURN/EXHAUST ELBOW UP

FIRE/SMOKE DAMPER

FIRE DAMPER

RETURN AIR FLOW

SMOKE DAMPER

SUPPLY AIR FLOW

SUPPLY DUCT ELBOW UP

SUPPLY DUCT ELBOW DOWN

TEE CONNECTION DOWN

FINNED TUBE RADIATION

SHOCK ABSORBER

FLOOR DRAIN

TEE CONNECTION UP

PIPING CONNECTION

CAPPED PIPE

FLEXIBLE CONNECTION

DIRECTION OF FLOW

CONCENTRIC REDUCER

ECCENTRIC REDUCER

STEAM TRAP ASSEMBLY

ELBOW DOWN

ELBOW UP

PIPING GUIDE

PIPING ANCHOR

EXPANSION JOINT

SUPPLY DIFFUSER TAKE-OFF

W/ VOLUME DAMPER, MAXIMUM

FLEX DUCT LENGTH 4'-0"

LONG RADIUS DUCT ELBOW

ELBOW W/ TURNING VANES

SUPPLY AIR REGISTER

SUPPLY AIR DIFFUSER

RETURN/EXHAUST AIR

REGISTER/GRILLE

ACCESS PANEL

DUCT SMOKE DETECTOR

MOTORIZED O.B. DAMPER

LUBRICATED PLUG GAS COCK

CLEANOUT

FLOOR CLEANOUT

BALANCING VALVE

HOSE BIBB

WALL HYDRANT

SOLENOID VALVE

PRESSURE OR PRESSURE/

TEMPERATURE RELIEF VALVE

PRESSURE REDUCING VALVE

GLOBE VALVE

ANGLE VALVE

CHECK VALVE

GATE VALVE

BUTTERFLY VALVE

BALL VALVE

THERMOMETER

FLOW MEASURING DEVICE

PRESSURE GAGE

AIR VENT

STRAINER

MECHANICAL SYMBOLS

TWO WAY TEMPERATURE

CONTROL VALVE

THREE WAY TEMPERATURE

CONTROL VALVE

UNION

EXHAUST, TRANSFER & RETURN REGISTERS & GRILLES

AIR FLOW (CFM)

TYPE

SIZE

AIR FLOW (CFM)

TYPE (24x12)

250

12x8

A

A

RETURN GRILLE

SUPPLY REGISTER OR GRILLE

LINEAR SUPPLY DIFFUSER

TYPE (24x24)

TYPE

SIZE

AIR FLOW (CFM)

A

A

250

12x8

TYPE

FACE SIZE &

NECK DIA.

AIR FLOW (CFM)

4-2-10

250

A

2408

800

A

LENGTH IN FT,

NUMBER OF SLOTS &

NECK DIA.

AIR FLOW (CFM)

TYPE

SUPPLY DIFFUSER

AIR DEVICE TAGS:

FACE SIZE &

NECK DIA.

TYPE

2408

250

A

M

RPZ VALVE

BACKFLOW PREVENTOR

TYPE A

FACE SIZE

NECK DIA.

AIRFLOW (CFM)

24X1208250

RRADIATION DAMPER

F

E

D

C

B

A

1 2 3 4 5 6 7 8

M

MN

Check:

Drawn:

Date:

Comm:

License Number:



Scale:

Date

NOT TO SCALE

2/1

0/2

02

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(cen

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ORONO PUBLICSCHOOLS


M8.00

MECHANICALSCHEDULES



BMM

JMF

02/07/20

182216

MINNESOTA


50353


Revisions


ELECTRICAL ABBREVIATIONS LISTC CONDUITCATV CABLE TELEVISIONCB CIRCUIT BREAKER CCTV CLOSED CIRCUIT TELEVISIONCKT CIRCUITCLG CEILINGCMPR COMPRESSORCONN CONNECTIONCONT CONTINUATION OR CONTINUOUSCONTR CONTRACTORCONV CONVECTORCP CIRCULATING PUMPCT CURRENT TRANSFORMERCTR CENTERCU COPPER

DCP DOMESTIC WATER CIRCULATING PUMP

EX EXISTING TO REMAIN

FOL FIBER OPTIC LINEFS FUSIBLE SWITCH

HTR HEATERHV HIGH VOLTAGEHWP HYDRONIC WATER PUMP

IC INTERRUPTING CAPACITYIG ISOLATED GROUNDIMC INTERMEDIATE METAL CONDUITINCAND INCANDESCENTIR INFRAREDI/W INTERLOCK WITH

J-BOX JUNCTION BOX

KV KILOVOLTKVA KILOVOLT-AMPEREKVAR KILOVOLT-AMPERE REACTIVEKW KILOWATTKWH KILOWATT HOUR

LOC LOCATE OR LOCATIONLT LIGHTLTG LIGHTINGLTNG LIGHTNINGLV LOW VOLTAGE

MAG.S MAGNETIC STARTERM/C MOMENTARY CONTACTMCB MAIN CIRCUIT BREAKERMCC MOTOR CONTROL CENTERMDC MAIN DISTRIBUTION CENTERMDP MAIN DISTRIBUTION PANELMFR MANUFACTURERMFS MAIN FUSED DISCONNECT SWITCHMLO MAIN LUGS ONLYMMS MANUAL MOTOR STARTERMOA MULTIOUTLET ASSEMBLYMSP MOTOR STARTER PANELBOARDMSBD MAIN SWITCHBOARDMT MOUNTMT.C EMPTY CONDUITMTS MANUAL TRANSFER SWITCHMTR MOTOR, MOTORIZED

UE UNDERGROUND ELECTRICALUG UNDERGROUNDUH UNIT HEATERUNO UNLESS NOTED OTHERWISEUT UNDERGROUND TELEPHONEUV UNIT VENTILATOR OR ULTRAVIOLET

V VOLTVA VOLT-AMPERESVERT VERTICALVFD VARIABLE FREQUENCY DRIVEVOL VOLUME

W WATTW/ WITHWG WIRE GUARDWH WATER HEATERW/O WITHOUTWP WEATHERPROOF

XFMR TRANSFORMERXFR TRANSFER

QUAN QUANTITY

RCPT RECEPTACLEREQD REQUIREDRL RELOCATEDRSC RIGID STEEL CONDUITRTU ROOF TOP UNIT

SC SURFACE CONDUITSEC SECONDARYSHT SHEETSIM SIMILARS/N SOLID NEUTRALSPKR SPEAKERSP SPARESR SURFACE RACEWAYSS STAINLESS STEELSSW SELECTOR SWITCHS/S STOP/START PUSHBUTTONSSTA STATIONSTD STANDARDSURF SURFACE MOUNTEDSW SWITCHSWBD SWITCHBOARDSYM SYMMETRICALTERM TERMINALTL TWIST LOCKTR TAMPER RESISTANTT-STAT THERMOSTATTTC TELEPHONE TERMINAL CABINETTVTC TELEVISION TERMINAL CABINETTYP TYPICAL

N.C. NORMALLY CLOSEDNEC NATIONAL ELECTRICAL CODENEMA NATIONAL ELECTRICAL

MANUFACTURER'S ASSOCIATIONNFS NON-FUSED SAFETY SWITCHNIC NOT IN CONTRACTNL NEW LOCATIONN.O. NORMALLY OPENNPF NORMAL POWER FACTORNTS NOT TO SCALE

OH OVERHEADOL OVERLOADS

PA PUBLIC ADDRESSPB PULL BOXPE PNEUMATIC ELECTRICPED PEDESTAL PF POWER FACTORPH PHASEPNL PANELPP POWER POLEPR PAIRPRI PRIMARYPROJ PROJECTIONPRV POWER ROOF VENTILATORPT POTENTIAL TRANSFORMERPVC POLYVINYL CHLORIDE (CONDUIT)PWR POWER

< ANGLE@ AT' FEET" INCHES# NUMBER1P 1 POLE (2P, 3P, 4P, ETC.)

A AMPEREAC AIR CONDITIONERACLG ABOVE CEILINGADA AUTOMATIC DOOR ACTUATORAFF ABOVE FINISHED FLOORAFG ABOVE FINISHED GRADEAFI ARC FAULT CIRCUIT INTERRUPTERAHU AIR HANDLING UNITAL ALUMINUMALT ALTERNATEAMP AMPLIFIERANNUN ANNUNCIATORAQ-STAT AQUASTATATS AUTOMATIC TRANSFER SWITCHAV AUDIO VISUALAWG AMERICAN WIRE GAUGE

BATT BATTERYBD BOARD BLDG BUILDINGBAS BUILDING AUTOMATION SYSTEM

DEVICE ABBREVIATIONS:

WASH CLOTHES WASHERDRY CLOTHES DRYERDISH DISHWASHERDISP UNDER SINK DISPOSEREWC ELECTRIC WATER COOLERFLSH SANITARY AUTOMATIC FLUSHFRZ FREEZERGOGG GOGGLES CABINET HAND HAND DRYERHOOD EXHAUST HOODMWV MICROWAVE REF REFRIGERATORRL RELOCATENL NEW LOCATIONOVN ELECTRIC OVENVEND VENDING MACHINEPRNT PRINTER

Version 1.17.20

#

#

PC PC

OS#L

LIGHTING

POWER DISTRIBUTION AND EQUIPMENT

LIGHTING CONTROL

GENERAL ELECTRICAL SYMBOLS

BRANCH CIRCUIT, FEEDER, AND RACEWAY

FIRE ALARM DEVICES

POWER AND MOTOR DEVICESCOMMUNICATION DEVICES

SECURITY DEVICES

FF/S

FTS

FFL

FI

FCM

F

SDF

F

H#°

FD

SDB

SMC

SKP

SDR

SCR

S##

F

CEILING OR WALL MOUNTED JUNCTION BOX WITH REQUIRED COVERPLATE - PLAN INDICATES FUNCTION

MSP

MSS

MS

DISCONNECT SWITCH - NON FUSED.

MOTOR RATED SWITCH AND PILOT.

MOTOR STARTER SWITCH WITH MOTOR RUNNING PROTECTION (ADD RELAY IF CONTROL CONTACTS ARE REQUIRED).

MOTOR RATED SWITCH.

PUSHBUTTON - WALL MOUNTED.

MOTOR, SEE MOTOR AND EQUIPMENT SCHEDULE

COMBINATION STARTER/DISCONNECT SWITCH.

LINEAR PENDANT LUMINAIRE; FOR SUSPENDED MOUNTING HEIGHTS, SEE DRAWINGS.

TRACK LIGHT LUMINAIRE (WITH HEADS OR PENDANTS); LENGTH AND MOUNTING AS NOTED ON DRAWINGS.

EXIT LIGHT-FACE SHOWN SHADED; PLAN INDICATES CEILING OR WALL MOUNTING AND DIRECTIONAL ARROWS.

ATS

WALL MOUNTED LUMINAIRE; SEE REFLECTED CEILING PLAN FOR MOUNTING HEIGHT.

TRANSFORMER, WITH SIZE AS NOTED. SEE RISER DIAGRAM, SCHEDULE OR FLOOR PLANS; VERIFY.

PULLBOX

MOTOR CONTROL CENTER (W/CONCRETE PAD); FLOOR MOUNTED.

PLUG-IN BUS DUCT SWITCH; SIZE AS INDICATED AND SPECIFIED. VERIFY MOUNTING HEIGHT.

METER/SOCKET ASSEMBLY; MOUNT TOP AT 72" AFFM

PB

MCC

T

SWITCHBOARD WITH CONCRETE PAD:FLOOR MOUNTED.

PANELBOARD; WALL MOUNTED WITH TOP AT 72" AFF.

RELAY/CONNECTION CABINET;WALL MOUNTED, WITH TOP AT 72" AFF

AUTOMATIC TRANSFER SWITCH;WALL OR FLOOR MOUNTED.

SYMBOL DESCRIPTION

ELECTRICAL SYMBOL SCHEDULE

SYMBOL DESCRIPTION

CIRCULAR PENDANT LUMINAIRE; FOR SUSPENDED MOUNTING HEIGHTS, SEE DRAWINGS.

POLE MOUNTED SITE LUMINAIRE - SINGLE SQUARE HEAD. NUMBER OF HEADS AS SHOWN.

EACH SYMBOL DENOTES A SINGLE POLE LIGHT SWITCHWHEN MULITPLE SWITCHES ARE SHOWN, LOCATE ALL UNDER SINGLE MULTI-SWITCH COVERPLATE.

INDICATES CONDUIT IS SURFACE MOUNTED

INDICATES CONDUIT ROUTED BELOW, IN FLOOR STRUCTURE, BELOW GRADE, OR AS NOTED.

INDICATES CONDUIT ROUTED CONCEALED ABOVE FLOOR OR GRADE (IN CEILING OR WALL)

SURFACE RACEWAY ASSEMBLY. PROVIDE AS SPECIFIED, UNLESS NOTED OTHERWISE.

INDICATES 1" CONDUIT, (3) NO. 4 AWG CONDUCTORS AND (1) NO. 3 GROUND WIRE

CONDUIT STUB - TERMINATION INDICATED BY NOTE

CABLE TRAY (WIDTH X DEPTH)

1"C,3#4+1#3G

INDICATES CONDUIT UP

INDICATES CONDUIT DOWN

DESCRIPTION

POKE-THROUGH (PT) OR FLOOR BOX (FB), FULLY RECESSED IN FLOOR. REFER TO POKE-THROUGH AND FLOOR BOX SCHEDULE.

DESCRIPTION

SPECIAL PURPOSE OUTLET; RECESSED, MOUNT PER DWGS.

RECESSED CEILING MOUNTED SINGLE OR DUPLEX RECEPTACLE W/ ADDITIONAL 10' FLEX MC/AC SLACK (COILED); FOR FUTURE DEVICE RELOCATION.

DUPLEX RECEPTACLE ON EMERGENCY CIRCUIT

RECEPTACLE (SINGLE)

DOUBLE DUPLEX RECEPTACLE (QUAD) ON NORMAL CIRCUIT

J

J

P

DISCONNECT SWITCH - FUSED.

MOTOR STARTER.

SYMBOL SYMBOL

6'-0"

6'-0"

6'-0"

6'-0"

30" - 36"

18"

18"

18"

46"

46"

46"

46"

46"

90"

90"

46"

46"

18"

18"

90"

84"

84"

MOUNTINGHEIGHT

MOUNTINGHEIGHT

MOUNTINGHEIGHT

46"

46"

46"

HANDHOLEHH

FIRE/SMOKE DAMPER; MOUNT PER DWGS.

F

F

PAGING/INTERCOM SPEAKER HORN ASSEMBLY- P.A. OR AS INDICATED (3/4"C. BUSHED EMT TO ACCESSIBLE CEILING). WG = WIREGUARD

FIRE ALARM ANNUNCIATOR PANEL;

FIREMAN PHONE JACK; MOUNT TOP 54" AFF PLUS OR MINUS 2".

SPRINKLER FLOW-SWITCH; MOUNT PER DWGS.

SPRINKLER TAMPER-SWITCH; MOUNT PER DWGS.

SMOKE DETECTOR-CEILING MOUNTED.S-CO = COMBINATION SMOKE AND CARBON MONOXIDE DETECTORS-H - COMBINATION SMOKE AND HEAT DETECTOR

DUCT SMOKE DETECTOR; MOUNT PER DWGS.

POWER POLE (DEVICES AS INDICATED)

FIRE ALARM CONTROL PANEL (MASTER);

FIRE ALARM MANUAL PULL STATION.

FIRE ALARM CONTROL MODULE; MOUNT PER DWGS.

FIRE ALARM CHIME (WP FOR EXTERIOR MOUNTING). B = BELL.

MAGNETIC DOOR HOLD-OPEN (WALL MOUNTED); MOUNT PER DWGS.

FIRE ALARM HORN (AUDIBLE), WALL MOUNTED.

FIRE ALARM INDIVIDUAL ADDRESSABLE MODULE; MOUNT PER DWGS.

HEAT DETECTOR (RATE-OF-RISE); #° = FIXTED TEMPERATURE -CEILING MOUNTED.

EMERGENCY LIGHTING UNIT - TWO HEAD MOUNTING AS INDICATED ON DRAWINGS.KEYED NOTE.

OCCUPANCY SENSOR - WALL OR CEILING CELING MOUNTOS# INDICATES TYPE PER OCCUPANCY SENSOR SCHEDULE

PHOTOCELL - WALL, CEILING, OR ROOF MOUNTED; SEE DRAWINGS.

LOUD SPEAKER HORN ASSEMBLY- PA OR SOUND SYSTEM AS INDICATED; VERIFY MOUNTING HEIGHT.(3/4"C. BUSHED EMT TO ACCESSIBLE CEILING). WG = WIREGUARD

FEEDER OR EQUIPMENT DRAWING NOTE.

LOS#

S

S

SS

TV/VIDEO CAMERA, CLOSED CIRCUIT.(WALL OR CEILING MOUNTED, 1"C. BUSHED EMT TO ACCESSIBLE CEILING). MOUNT PER DRAWINGS. CAMERA BY OTHERS.

C

B

C

BELL/AUDIBLE DEVICE.(3/4"C. BUSHED EMT TO ACCESSIBLE CEILING).

CLOCK OUTLET.(3/4"C. BUSHED EMT TO ACCESSIBLE CEILING FOR WIRED CLOCKS ONLY). D = DOUBLE FACED

-

V

CALL BACK SWITCH.(1/2"C. BUSHED EMT TO ACCESSIBLE CEILING).

VOLUME CONTROL.(1/2"C. BUSHED EMT TO ACCESSIBLE CEILING).

A

MM

AUXILIARY INPUT CONNECTOR.(1/2"C. BUSHED EMT TO ACCESSIBLE CEILING).

MICROPHONE OUTLET ( WALL OR CEILLING).(1/2"C. BUSHED EMT TO ACCESSIBLE CEILING).

SPEAKER WITH BACKBOX (WALL OR CEILING); VERIFY MOUNTING HEIGHT. PA = SPEAKER FOR P.A. SYSTEM; V = WITH INTEGRAL VOLUME CONTROL KNOB; FA = FIRE ALARM; AV = SPEAKER FOR LOCAL AV SYSTEM; Z# = ZONE NUMBER.(3/4"C. BUSHED EMT TO ACCESSIBLE CEILING). MOUNT 12" BELOW CEILING OR AS INDICATED ON PLANS.

WALL DATA AND COMMUNICATIONS OUTLET:(BUSHED EMT TO ACCESSIBLE CEILING SPACE OR AS INDICATED). D# INDICATES TYPE OF OUTLET. SEE DETAIL SHEETS.

DOOR RELEASE; MOUNT PER DWGS.

MOTION DETECTOR; ARROW INDICATES DIRECTION.(WALL OR CEILING MOUNTED).

MASTER CONTROL STATION

KEYPAD; VERIFY MOUNTING HEIGHT WITH DWGS.

DURESS BUTTON

CR = CARD READER ROUGH-IN AT ADA HEIGHTCRK = CARD READER WITH INTEGRADED KEY PADREFER TO DETAILS.

MDSS

MD

S

SECURITY DEVICE. ## INDICATES THE FOLLOWING:CM CONTROL MODULEDC DOOR CONTACTS (MONITORING)EL ELECTRIC LOCK/LATCHES ELECTRIC STRIKEGB GLASS BREAK DETECTORIR INFARED DETECTORML MAGNETIC LOCKREX REQUEST TO EXITXP EXIT PUSHBUTTON, MOUNT AT ADA HT

LL

C

RECESSED LUMINAIRE (TYPE DENOTED)

SURFACE MOUNTED LUMINAIRE (TYPE DENOTED)

LUMINAIRE ON EMERGENCY CIRCUIT, SWITCHED

SURVEILLANCE CAMERA.(WALL OR CEILING MOUNTED, 1"C. BUSHED EMT TO ACCESSIBLE CEILING).

S S

STRIP LIGHT LUMINAIRE; FOR SUSPENDED MOUNTING HEIGHTS, SEE DRAWINGS.

D#

D#

FB#

CONDUIT CONTINUATION

12"X4"

FLR

SWITCHING NOTATION. ## INDICATES THE FOLLOWING:

3 THREE-WAY4 FOUR-WAYD DIMMERK KEYEDLV LOW VOLTAGEMC MOMENTARY CONTACTOS INTEGRAL OCCUPANCY SENSORPL LIGHTED PILOT LIGHTTD TIME DELAY

##

RECEPTACLE NOTATION. ## INDICATES THE FOLLOWING:AB ABOVE COUNTER, BOTTOM OF BOX 2" ABOVE BACKSPLASH IG ISOLATED GROUNDGFI INTEGRAL GROUND FAULT CIRCUIT INTERRUPTERGFI CB GROUND FAULT CIRCUIT INTERRUPTER IN CIRCUIT BREAKERTR TAMPER RESISTANTUSB (2) USB PORTS INTEGRAL WITH RECEPTACLEWP WEATHERPROOF

USB ONLY DEVICE, (4) USB CHARGING PORTS 18"

CONDUIT SLEEVE WITH BUSHINGS ON BOTH ENDS,SEE SCHEDULE FOR QUANTITIES AND SIZES OF SLEEVESSL#

ELEVATION, SEE DETAIL # ON SHEET E#.E#

#

LUMINAIRE ON EMERGENCY CIRCUIT, UNSWITCHED

R EMERGENCY LIGHTING RELAY (UL 924) - SEE WIRING SCHEMATIC ON DETAIL SHEETS.

Z#

J CLG, 18"

FAAP

FACP

DUPLEX RECEPTACLE ON NORMAL CIRCUIT 18"

DOUBLE DUPLEX RECEPTACLE (QUAD) ON EMERGENCY CIRCUIT 18"

AV

S

CD

WAP

CEILING DATA OUTLET AND WIRELESS ACCESS POINT:(BUSHED EMT TO ACCESSIBLE CEILING SPACE OR AS INDICATED). D# INDICATES TYPE OF OUTLET. SEE DETAIL SHEETS.

SURFACE MOUNTED DUPLEX / QUAD RECEPTACLES AND DATA OUTLETS

##

R NAC FIRE ALARM NOTIFICATION APPLIANCE CIRCUIT PANEL. MOUNT TOP 62" AFF PLUS OR MINUS 2".

FF

F FFIRE ALARM STROBE (VISUAL) DEVICE (WALL OR CEILING MOUNTED).

## ##

## ##

A. DEVICES SHALL BE MOUNTED AT THE HEIGHT INDICATED, UNLESS NOTED OTHERWISE. HEIGHTS ARE MEASURED TO FROM DEVICE CENTER TO FINISHED FLOOR. DEVICES MOUNTED IN BLOCK/BRICK WALLS SHALL CORRESPOND WITH BLOCK/BRICK COURSING. SEE MASONRY BACKBOX MOUNTING HEIGHT DETAIL.

B. ALL MOUNTING HEIGHTS INDICATED ARE FROM THE FINISH FLOOR TO THE CENTER OF THE BOX.

C.

D.

ON DEMOLITION DRAWINGS, DASHED ELECTRICAL ITEMS DENOTES EXISTING ITEMS TO BE REMOVED; SOLID SCREENED ELECTRICAL ITEMS DENOTES EXISTING ITEMS TO REMAIN, UNLESS NOTED OTHERWISE

ON NEW WORK LIGHTING, POWER AND SYSTEMS DRAWINGS, SCREENED ELECTRICAL ITEMS DENOTES EXISTING ITEMS TO REMAIN; SOLID ELECTRICAL ITEMS DENOTES NEW ITEMS, UNLESS NOTED OTHERWISE

F

F

DEVICES TO BE DEMOLISHED:

EXISING DEVICES TO REMAIN:

F

NEW DEVICES:

46"

TOP AT 60" AFF

TOP AT 68" AFF

NURSE CALL DEVICES

NURSE CALL SYSTEM DEVICE. 4" SQUARE BOX WITH 3/4"C. BUSHED EMT TO ACCESSIBLE CEILING, UNO.# INDICATES THE FOLLOWING:

A = STAFF ASSIST REQUESTB = CODE BLUED = DUTY STATION, 3-GANG BOXE = EMERGENCY (PULLCORD)E1 = EMERGENCY (PUSHBUTTON)L = DOME LIGHT, ABOVE DOOR HEADERM = MASTER STATION, 1-GANG BELOW COUNTER TOPM1 = MASTER STATION WALL-MOUNTED, 3-GANG BOXP = PATIENT, 3-GANG BOXP1 = PATIENT W/ EXTRA JACK FOR PILLOW SPEAKER, 3-GANG BOXR = RELAY, 4-GANG BOXS = STAFF RESPONDER, 3-GANG BOXT = TV, MOUNT SAME HEIGHT AS ADJACENT RECEPTACLE

DOME LIGHT, CEILING MOUNTED.

WANDERING PATIENT DEVICE; MOUNT PER DWGS.# INDICATES THE FOLLOWING:

KP = KEYPADRX = RECIEVER

WANDER ALERT SENSOR; MOUNT ABOVE CEILING.ML=MAG LOCK; DC= DOOR CONTACT.

N#

N

W#

W

46"

42"

GROUND

FIRE ALARM HORN/STROBE (COMBINATION) (WALL OR CEILING MOUNTED). ## INDICATES THE FOLLOWING: WG=WIRE GUARD; WP=WEATHER PROOF; VE=VOICE EVAC

RECEPTACLES WITH GROUND FAULT CIRCUIT INTERRUPTER

PUSHBUTTON - WALL MOUNTED.33" EXTERIOR42" INTERIOR

ADA

PT#

WALL MOUNTED FURNITURE FEED.J 18"

S

WG

S

WG

18"

BF

TOP AT62 ± 2" AFF

46"

18"

IINTERCOM. M = MASTER STATION.(1/2"C. BUSHED EMT TO ACCESSIBLE CEILING).

# TOP AT46" AFF

TVCOMMUNICATIONS OUTLET FOR TV (WALL OR CEILING). (BUSHED EMT TO ACCESSIBLE CEILING SPACE OR AS INDICATED).# = SEE DETAIL SHEETS.

TV

JCORD REEL / CORD AND PLUG SET - CEILING MOUNTED. SEE PLANS FOR MORE INFORMATION.

POLE MOUNTED SITE LUMINAIRE - PEDESTRIAN OR BOLLARD STYLE.

SMULTI-LENS SURVEILLANCE CAMERA.(WALL OR CEILING MOUNTED, 1"C. BUSHED EMT TO ACCESSIBLE CEILING).

S

##

WALL PHONE COMMUNICATIONS OUTLET: (1" BUSHED EMT TO ACCESSIBLE CEILING SPACE). SEE DETAIL SHEETS

W

A DISTRIBUTED ANTENNA SYSTEM (DAS) ANTENNA. CLG

46"

WALL MOUNT DATA OUTLET FOR ROOM SCHEDULING EQUIPMENT.REFER TO DETAILS.

RS 46"

SCRK

SI

SVI

VIDEO INTERCOM WITH INTEGRATED DOOR RELEASE; MOUNT WITH ACTIVATION BUTTON AT MAXIMUM 48" (BUTTON LOCATION VARIES BY DEVICE MANUFACTURER). WALL MOUNT, 1" CONDUIT TO ACCESSIBLE CEILING. REFER TO DETAIL.I = INTERCOM; VI = VIDEO INTERCOM;

SCS CONTROL SWITCH - INTERVIEW ROOM ACTIVITY. REFER TO DETAIL. 46"

SIL INDICATOR LIGHT - INTERVIEW ROOM ACTIVITY. REFER TO DETAIL.SIL

F S-CO

F S-H

FIRE ALARM SPEAKER/STROBE (COMBINATION) (WALL OR CEILING MOUNTED). ## INDICATES THE FOLLOWING: WG=WIRE GUARD; WP=WEATHER PROOF; VE=VOICE EVAC

84", CLNGFF## ##

SS

FF## ##

SSFIRE ALARM SPEAKER (WALL OR CEILING MOUNTED). ## INDICATES THE FOLLOWING: WG=WIRE GUARD; WP=WEATHER PROOF; VE=VOICE EVAC

84", CLNG

84", CLNG

84", CLNG

#

A. INSTALL CONCEALED CONDUIT WITH FLUSH J.B.'S IN WALLS AND CEILINGS UNLESS NOTED OTHERWISE. IN FINISHED AREAS WITH INACCESSIBLE WALLS OR CEILINGS, PROVIDE SURFACE (WIREMOLD) RACEWAY; PAINT TO MATCH COLOR OF ADJACENT WALL OR CEILING.

B. RACEWAYS SHALL CONTAIN A GROUNDING CONDUCTOR.C. CIRCUITS SUPPLYING LINE TO NEUTRAL LOADS SHALL HAVE DEDICATED

NEUTRALS, i.e. ONE NEUTRAL PER PHASE. NEUTRAL CONDUCTORS SHALL HAVE TRACER STRIPE ALONG ENTIRE LENGTH INDICATING ASSOCIATED PHASE.

D. BUILDING CONDUCTORS SHALL BE THWN/THHN. CONDUCTORS IN UNDERGROUND CONDUIT OUTSIDE OF BUILDINGS SHALL BE XHHW.

E. NUMBERS AT RECEPTACLES AND LIGHT FIXTURES CORRESPOND DIRECTLY WITH PANELBOARD CIRCUIT NUMBERS AS SCHEDULED. BRANCH CIRCUIT WIRING AND HOMERUNS ARE NOT SHOWN FOR CLARITY. ACCURATE RECORD DRAWING INFORMATION IS TO BE PROVIDED AT THE PROJECT COMPLETION. TYPICAL THROUGHOUT. REFER TO SPECIFICATIONS FOR MATERIALS AND INSTALLATION REQUIREMENTS.

F. REFER TO CONTRACT DOCUMENTS FOR SEQUENCE OF CONSTRUCTION AND PHASING OF THE CONTRACT.

G. SWITCHES SHALL BE MOUNTED PER ADA REQUIREMENTS, 46" AFF. UNLESS OTHERWISE NOTED, RECEPTACLES AND TELECOMMUNICATION OUTLETS IN FINISHED AREAS SHALL BE MOUNTED 18" AFF. RECEPTACLES IN UN-FINISHED SPACES SHALL BE MOUNTED AT 46" OR 4" ABOVE WORK SURFACE. COORDINATE RECEPTACLE MOUNTING HEIGHTS WITH MILLWORK LOCATIONS, ARCHITECTURAL ELEVATIONS, AND MASONRY COURSING.

H. CRITICAL DEVICES / EQUIPMENT, INCLUDING TELEPHONE, COMPUTER, SECURITY, AND FIRE ALARM, AFFECT ASSOCIATED SYSTEMS BUILDING-WIDE. THESE SYSTEMS MUST REMAIN OPERATIONAL DURING THE CONSTRUCTION. INDIVIDUAL DEVICES MAY BE DISCONNECTED AND/OR RECONNECTED DURING CONSTRUCTION. COORDINATE POWER OUTAGES WITH OWNER. PROVIDE TEMPORARY PANEL(S) AND/OR CIRCUIT(S) AS/IF NECESSARY TO MAINTAIN CONTINUITY. PROTECT FROM PHYSICAL AND DUST DAMAGE.

I. THE BUILDING SHALL MAINTAIN POWER THROUGHOUT THE CONSTRUCTION PROCESS. COORDINATE ENERGIZATION OF NEW EQUIPMENT AND THE CORRESPONDING RECONNECTION OF EXISTING AFFECTED ELECTRICAL DISTRIBUTION EQUIPMENT.

J. SEE RELATED PLUMBING AND HVAC DRAWINGS FOR LOCATION OF EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS. COORDINATE INTERCONNECTION REQUIREMENTS WITH EQUIPMENT SHOP DRAWINGS.

K. WIRING FOR MISCELLANEOUS HVAC DEVICES AND CONTROLLERS SUCH AS DAMPER MOTORS, THERMOSTATS, DUCT SMOKE DETECTORS, FREEZESTATS, DIFFERENTIAL PRESSURE SWITCHES, OCCUPIED AND UNOCCUPIED SELECTOR SWITCHES, ALARM LIGHTS, ETC., NOT SHOWN ON ELECTRICAL DRAWINGS IS DIVISION 23 WORK.

L. FIELD VERIFY EXISTING CONDITIONS. DISCREPANCIES BETWEEN THE DRAWING AND ACTUAL FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO BIDS.

M. MAINTAIN EXISTING CIRCUIT CONTINUITY ON ALL SYSTEMS ON THE SITE THAT ARE EXISTING TO REMAIN.

N. PROVIDE ALL CONDUIT HOMERUNS AS 3/4"C. MIN.O. COORDINATE ALL WORK WITH OTHER CONTRACTORS AND OWNER.P. ALL CUTTING AND PATCHING FOR DIV. 26 WORK SHALL BE UNDER

SUPERVISION AND APPROVAL OF ARCHITECT. Q. REMOVE AND/OR REINSTALL ELECTRICAL DEVICES IN ALL AREAS OF WORK

AS REQUIRED AND REPLACE ANY ELECTRICAL DEVICES DAMAGED BY WORK. NOT ALL DEVICES MAY BE SHOWN ON DRAWINGS.

R. PROVIDE ALL BOXES, FITTINGS, CONDUIT, WIRING, TERMINATIONS, EQUIPMENT, ETC, FOR A COMPLETE INSTALLATION.

S. BRANCH 20A CIRCUIT CONDUCTORS SHOULD BE SIZED AS FOLLOWS:

GENERAL ELECTRICAL NOTES

120V CCT LENGTH 277V CCT LENGTH AWG

< 75' < 130' 12

75' - 120' 130' - 215' 10

120' - 200' 215' - 330' 8

ELECTRICAL DRAWINGS

F

E

D

C

B

A

1 2 3 4 5 6 7 8

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ORONO PUBLIC

SCHOOLS ISD #278

ORONO BUS

GARAGE

CONVERSION

E0.00

ELECTRICAL

SYMBOLS AND

ABBREVIATIONS



SS/SC

FX

02/07/2020

192216

MINNESOTA

02/07/2020BRADLEY R. JOHANNSEN

43936


E0.00 ELECTRICAL SYMBOLS AND ABBREVIATIONS

E0.11 MAIN LEVEL DEMOLITION PLAN

E0.21 UPPER LEVEL DEMOLITION PLAN

E1.11 MAIN LEVEL LIGHTING PLAN

E1.21 UPPER LEVEL LIGHTING PLAN

E2.11 MAIN LEVEL POWER & SYSTEMS PLAN

E2.21 UPPER LEVEL POWER & SYSTEMS PLAN

E5.00 ELECTRICAL RISER DIAGRAM AND DETAILS

Revisions


GENERAL SHEET NOTES

KEYED SHEET NOTES

T

S

F

S

S

FI

S

S

3 3

3

3

3346" 46

"46

"46

"46

"

46"

46"

46"

PATCHPANEL

D490"

D490"

46" 46" 46"

46"

46"

46"

46"

46"

3

3

W

46"46"

46"

JTHM

W

S

3

3

F

3

46"

J

SC

R

JPULLBOX

JMETER

46"

3 33

46"

F

46"

J 46"

46"

46"

J46"

46"

46"

3

3

46"

S

46" 46" 46" 46"

46"

3

46"

3JTHM

3

SSMD

S MD SMD

46"

J

3

46"

46"

JTHM

46"

SMD3S

JTHM

C

46" 46"46"

J AIR

JD

US

T46

"

46"

CLN

G

J

CLN

G

J

GFIABGFI

AB

S

S

F

JTH

M

J

JP

ULL

BO

X

46"

3

46"

W

46"

46"

46"

3

46"

S DC

S DC

SDC

S DC S DC S DC S DC

S DC

S DC

S DC

S DC

S DC

S DC

S DC

S DCS DC

S DCS DC

S DC

FI

FIFI

S MD

FI W

C TC

EX

T L

TG

C TC

SP

RK

LR

A. SOME NOTES MAY NOT APPLY TO THIS SHEET.B. SEE ARCHITECTURAL DRAWINGS AND

SPECIFICATIONS FOR PHASES OF DEMOLITION AND CONSTRUCTION. COORDINATE WITH GENERAL CONSTRUCTION.

C. DISCONNECT AND REMOVE ALL ELECTRICAL DEVICES IN WALLS TO BE DEMOLISHED. WALLS TO BE DEMOLISHED ARE SHOWN DASHED. DISCONNECT AND REMOVE ASSOCIATED CONDUIT AND WIRE BACK TO LAST REMAINING DEVICE. FURNISH AND INSTALL CONDUIT AND WIRE AS NECESSARY FOR CONTINUITY OF CIRCUIT(S) TO ANY EXISTING DEVICES TO REMAIN.

D. EXISTING ELECTRICAL DEVICES DENOTED WITH "RL" ARE EXISTING TO BE RELOCATED. REFER TO NEW FLOOR PLAN SHEET E1.11/E2.11 FOR DEVICES DENOTED WITH "NL" FOR NEW LOCATION. EXTEND AND MODIFY CIRCUITING AS REQUIRED.

E. FURNISH AND INSTALL BLANK COVER PLATES OVER ALL EXISTING UNUSED OPENINGS.

F. DEMOLISH DUCT SMOKE DETECTORS AND DAMPERS AS REQUIRED BY MECH.

1. REMOVE EXISTING LIGHT SWITCH AND REPLACE WITH BLANK COVERPLATE. MATCH COVERPLATE FINISH COLOR WITH EXISTING COVER.

2. DISCONNECT, REMOVE AND TEMPORARY MAINTAIN ELECTRICAL DEVICES ON WALL TO BE FURRED OUT. RECESS MOUNT ALL DEVICES AT THE SAME LOCATION ON NEW WALL. RECONNECT TO EXISTING CIRCUITING. EXTEND AND MODIFY CIRCUITING AS REQURED.

3. COORDINATE WITH MECHANICAL AND DISCONNECT POWER CONNECTION TO HEATER MOTOR. MAINTAIN EXISTING CIRCUIT AND PREPARE FOR CONNECTION TO NEW HEATER MOTOR. EXTEND AND MODIFY EXISTING CIRCUITING AS REQUIRED.

4. DISCONNECT EXISTING OVERHEAD DOOR MOTOR. MAINTAIN EXISTING CIRCUIT AND PREPARE FOR CONNECTION TO NEW OVERHEAD DOOR MOTOR. EXTEND AND MODIFY EXISTING CIRCUITING AS REQUIRED.

5. DEMOLISH ABANDONED PATCH PANEL, PHONE, DATA SYSTEMS AND ASSOCIATED CABLES AND MOUNTING BOARD AT THIS LOCATION.

6. DISCONNECT, REMOVE AND TEMPORARY MAINTAIN OWNERS FIBER NETWORK SWITCH EQUIPMENT. PREPARE FOR INSTALLATION INTO NEW WALL-MOUNTED DATA CABINET. EXTEND AND MODIFY CABLES AS REQUIRED.

7. BASE BID: EXISTING ELECTRICAL DEVICES TO REMAIN. NO NEW WORK SCOPE IN THIS AREA. ALTERNATE #1: DISCONNECT, REMOVE AND TEMPORARY MAINTAIN ELECTRICAL DEVICES ON WALL TO BE STRUCTURALLY MODIFIED. RE-INSTALL DEVICES AT THE SAME LOCATION ON NEW WALL. RECONNECT TO EXISTING CIRCUITING. EXTEND AND MODIFY CIRCUITING AS REQUIRED.

C D EA A.8 BB.2 C.1 C.5 D.9

1

2

2.1

2.82.93

4

5

GARAGEA101

CIRCA102

OFFICEA105OFFICE

A106

BREAKROOMA104

CUSTODIALA107

TOILETA108

TOILETA109

CIRCA110

GARAGEA111

GARAGEA116

GARAGEA117

GARAGEA112

MECHA115

CUSTODIALA114

MECHA113

ELECA118

CIRCA103

(FITNESS - GOLF)

(CARPET & SCUBA)

(STORAGE - CARPET)

HALLWAY

HALLWAY

GLASS ENTRY

(STORAGE - LANDSCAPING)

(STORAGE - SCUBA)

WOOD SHOP

RL

RL

RL RL RL RL

RL

1

KP

KP

KP

KP

KP

RL RL

RL

RL

RLRL

KPRL

PP-L4

RL

RL

RL

RL

RL

RL

RL

RL

RL

RL

RL

RL

RL

a

a

b,c

b,c

RL

RLRL

d,e

d,e

h,i

h,i

j

2

2

2

2

2

2

2

2

1

RL

RL

RL

f

f

f

g

g

g

RL

RL

RL

3

3

PP-L2

PP-H1

RL

RL

5

6

7

77

RL

RL

RLRL

RL

RL

RL

DISC1X4

DISC2X4

DISC3X4

DISC4X4

XFMR

H1

L1+L3

UTILITYXFMR

CONN. CAB

F

E

D

C

B

A

1 2 3 4 5 6 7 8

E

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ORONO PUBLIC

SCHOOLS ISD #278

ORONO BUS

GARAGE

CONVERSION

E0.11

MAIN LEVEL

DEMOLITION

PLAN



SS/SC

FX

02/07/2020

192216

MINNESOTA


43936


1/8" = 1'-0"

MAIN LEVEL ELECTRICAL DEMOLITION PLANF4

Revisions


GENERAL SHEET NOTES

KEYED SHEET NOTES

S

F SM

D

S

S

AB

AB

AB

GFI

JTHM

TV

AB

S

AB

GFI

AB

GFI

TV

AB

GFI

AB

GFI

SDC

SM

D

A. SOME NOTES MAY NOT APPLY TO THIS SHEET.B. SEE ARCHITECTURAL DRAWINGS AND

SPECIFICATIONS FOR PHASES OF DEMOLITION AND CONSTRUCTION. COORDINATE WITH GENERAL CONSTRUCTION.

C. DISCONNECT AND REMOVE ALL ELECTRICAL DEVICES IN WALLS TO BE DEMOLISHED. WALLS TO BE DEMOLISHED ARE SHOWN DASHED. DISCONNECT AND REMOVE ASSOCIATED CONDUIT AND WIRE BACK TO LAST REMAINING DEVICE. FURNISH AND INSTALL CONDUIT AND WIRE AS NECESSARY FOR CONTINUITY OF CIRCUIT(S) TO ANY EXISTING DEVICES TO REMAIN.

D. EXISTING ELECTRICAL DEVICES DENOTED WITH "RL" ARE EXISTING TO BE RELOCATED. REFER TO NEW FLOOR PLAN SHEET E1.11/E2.11 FOR DEVICES DENOTED WITH "NL" FOR NEW LOCATION. EXTEND AND MODIFY CIRCUITING AS REQUIRED.

E. FURNISH AND INSTALL BLANK COVER PLATES OVER ALL EXISTING UNUSED OPENINGS.

F. DEMOLISH DUCT SMOKE DETECTORS AND DAMPERS AS REQUIRED BY MECH.

1. REMOVE EXISTING LIGHT SWITCH AND REPLACE WITH BLANK COVERPLATE. MATCH COVERPLATE FINISH COLOR WITH EXISTING COVER.

2. DISCONNECT, REMOVE AND TEMPORARY MAINTAIN ELECTRICAL DEVICES ON WALL TO BE FURRED OUT. RECESS MOUNT ALL DEVICES AT THE SAME LOCATION ON NEW WALL. RECONNECT TO EXISTING CIRCUITING. EXTEND AND MODIFY CIRCUITING AS REQURED.

3. COORDINATE WITH MECHANICAL AND DISCONNECT POWER CONNECTION TO HEATER MOTOR. MAINTAIN EXISTING CIRCUIT AND PREPARE FOR CONNECTION TO NEW HEATER MOTOR. EXTEND AND MODIFY EXISTING CIRCUITING AS REQUIRED.

4. DISCONNECT EXISTING OVERHEAD DOOR MOTOR. MAINTAIN EXISTING CIRCUIT AND PREPARE FOR CONNECTION TO NEW OVERHEAD DOOR MOTOR. EXTEND AND MODIFY EXISTING CIRCUITING AS REQUIRED.

5. DEMOLISH ABANDONED PATCH PANEL, PHONE, DATA SYSTEMS AND ASSOCIATED CABLES AND MOUNTING BOARD AT THIS LOCATION.

6. DISCONNECT, REMOVE AND TEMPORARY MAINTAIN OWNERS FIBER NETWORK SWITCH EQUIPMENT. PREPARE FOR INSTALLATION INTO NEW WALL-MOUNTED DATA CABINET. EXTEND AND MODIFY CABLES AS REQUIRED.

7. BASE BID: EXISTING ELECTRICAL DEVICES TO REMAIN. NO NEW WORK SCOPE IN THIS AREA. ALTERNATE #1: DISCONNECT, REMOVE AND TEMPORARY MAINTAIN ELECTRICAL DEVICES ON WALL TO BE STRUCTURALLY MODIFIED. RE-INSTALL DEVICES AT THE SAME LOCATION ON NEW WALL. RECONNECT TO EXISTING CIRCUITING. EXTEND AND MODIFY CIRCUITING AS REQUIRED.

C D EA A.8 BB.2 C.1 C.5 D.9

1

2

2.1

2.82.93

4

5

4 4

4

4

4

PP-L1

F

E

D

C

B

A

1 2 3 4 5 6 7 8

E

MN

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Comm:

License Number:



Scale:

Date

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1/8" = 1'-0"

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6 B

us G

ara

ge

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ion

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ORONO PUBLIC

SCHOOLS ISD #278

ORONO BUS

GARAGE

CONVERSION

E0.21

UPPER LEVEL

DEMOLITION

PLAN



SS/SC

FX

02/07/2020

192216

MINNESOTA


43936


1/8" = 1'-0"

UPPER LEVEL ELECTRICAL DEMOLITION PLANF4

Revisions


GENERAL SHEET NOTES

KEYED SHEET NOTES

T

33

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

3

LO

S

LO

S

3

3

A. SOME NOTES MAY NOT APPLY TO THIS SHEET.B. ALL LIGHTING FIXTURE ARE EXISTING TO REMAIN

UNLESS NOTED OTHERWISE..C. ALL LIGHTING CONTROL CONTROLS AND

CIRCUITING ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE.

D. SEE ARCHITECTURAL EXTERIOR ELEVATIONS FOR MOUNTING HEIGHTS OF EXTERIOR LIGHTING FIXTURES.

E. CIRCUIT WIRING IS NOT SHOWN EXCEPT FOR SWITCHING INTENT OF FIXTURES AND CONTROL OF DEVICES.

F. PROVIDE PROPER NUMBER OF CONDUCTORS TO ACHIEVE CIRCUITING AND SWITCHING SHOWN.

NORMAL OPERATING LIGHT FIXTURE. FEED FIXTURE USING EXISTING LIGHTING CIRCUITRY FROM NORMAL PANEL.

A NL

rl-1ab

FIXTURE TYPE

FIXTURE NOTES

RELAY #/PANEL CIRCUIT #

SWITCHING SCHEME

1. MAXIMUM ALLOWABLE WATTAGE FOR A LIGHTING CIRCUIT WILL NOT EXCEED 3500 (277V) OR 1600 (120V) WATTS.

1. REVISE AND UPDATE LIGHTING CONTROL CIRCUITING AS NEEDED FOR NEW LOCATION. EXTEND AND MODIFY EXISTING CIRCUITING AS REQURED.

2. REVISE AND UPDATE EXISTING LIGHTS IN THIS AREA TO BE CONTROL BY EXISTING LIGHT SWITCH. EXTEND AND MODIFY EXISTING CIRCUITING AS REQUIRED.

3. DISCONNECT LIGHT FROM EXISTING CONTROL. PROVIDE NEW LINE VOLTAGE OCCUPPANCY SENSOR FOR CONTROL OF LIGHTING IN THIS AREA. CUT AND PATCH WALL AS REQURED. EXTEND AND MODIFY EXISTING CIRCUITING AS REQUIRED.

4. BASE BID: EXISTING ELECTRICAL DEVICES TO REMAIN. NO NEW WORK SCOPE IN THIS AREA. ALTERNATE #1; REVISE AND UPDATE ELECTRICAL DEVICES ON WALL TO BE STRUCTURALLY MODIFIED. RE-INSTALL DEVICES AT THE SAME LOCATION ON NEW WALL. RECONNECT TO EXISTING CIRCUITING. EXTEND AND MODIFY CIRCUITING AS REQURED.

C D EA A.8 BB.2 C.1 C.5 D.9

1

2

2.1

2.82.93

4

5

NL

NL

NL

NL

NL

NL

aNL

b,c

aNL

NL

d,e

d,e

b,c

f

f

g

g

h,i

h,i

ab,c

b,c

b,c

a

a

d,e

d,e

d,e

d,e

d,e

d,e

f

f

g

g

g

h,i

h,i

h,i

h,i

h,i

h,i

b,c a

j

jj

j j

j j j

jj

NL

NL

NL 1

1

1

1

2

2

2

133

NL

NL

NLg

NL

1

f

NLNL

NLNL

44

F

E

D

C

B

A

1 2 3 4 5 6 7 8

E

MN

NorthCheck:

Drawn:

Date:

Comm:

License Number:



Scale:

Date

2/1

0/2

02

0 4

:06: 4

4 P

M

C:\

Users

\fxio

ng

\Do

cu

me

nts

\Bu

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c_C

en

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01

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1/8" = 1'-0"

Cen

tral:

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6 B

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201

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rvt

ORONO PUBLIC

SCHOOLS ISD #278

ORONO BUS

GARAGE

CONVERSION

E1.11

MAIN LEVEL

LIGHTING PLAN



SS/SC

FX

02/07/2020

192216

MINNESOTA


43936


1/8" = 1'-0"

MAIN LEVEL LIGHTING PLANF3

Revisions


GENERAL SHEET NOTES

KEYED SHEET NOTES

A. SOME NOTES MAY NOT APPLY TO THIS SHEET.B. ALL LIGHTING FIXTURE ARE EXISTING TO REMAIN

UNLESS NOTED OTHERWISE..C. ALL LIGHTING CONTROL CONTROLS AND

CIRCUITING ARE EXISTING TO REMAIN UNLESS NOTED OTHERWISE.

D. SEE ARCHITECTURAL EXTERIOR ELEVATIONS FOR MOUNTING HEIGHTS OF EXTERIOR LIGHTING FIXTURES.

E. CIRCUIT WIRING IS NOT SHOWN EXCEPT FOR SWITCHING INTENT OF FIXTURES AND CONTROL OF DEVICES.

F. PROVIDE PROPER NUMBER OF CONDUCTORS TO ACHIEVE CIRCUITING AND SWITCHING SHOWN.

NORMAL OPERATING LIGHT FIXTURE. FEED FIXTURE USING EXISTING LIGHTING CIRCUITRY FROM NORMAL PANEL.

A NL

rl-1ab

FIXTURE TYPE

FIXTURE NOTES

RELAY #/PANEL CIRCUIT #

SWITCHING SCHEME

1. MAXIMUM ALLOWABLE WATTAGE FOR A LIGHTING CIRCUIT WILL NOT EXCEED 3500 (277V) OR 1600 (120V) WATTS.

1. REVISE AND UPDATE LIGHTING CONTROL CIRCUITING AS NEEDED FOR NEW LOCATION. EXTEND AND MODIFY EXISTING CIRCUITING AS REQURED.

2. REVISE AND UPDATE EXISTING LIGHTS IN THIS AREA TO BE CONTROL BY EXISTING LIGHT SWITCH. EXTEND AND MODIFY EXISTING CIRCUITING AS REQUIRED.

3. DISCONNECT LIGHT FROM EXISTING CONTROL. PROVIDE NEW LINE VOLTAGE OCCUPPANCY SENSOR FOR CONTROL OF LIGHTING IN THIS AREA. CUT AND PATCH WALL AS REQURED. EXTEND AND MODIFY EXISTING CIRCUITING AS REQUIRED.


C D EA A.8 BB.2 C.1 C.5 D.9

1

2

2.1

2.82.93

4

5

F

E

D

C

B

A

1 2 3 4 5 6 7 8

E

MN

NorthCheck:

Drawn:

Date:

Comm:

License Number:



Scale:

Date

2/1

0/2

02

0 4

:06: 4

4 P

M

C:\

Users

\fxio

ng

\Do

cu

me

nts

\Bu

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c_C

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1/8" = 1'-0"

Cen

tral:

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ORONO PUBLIC

SCHOOLS ISD #278

ORONO BUS

GARAGE

CONVERSION

E1.21

UPPER LEVEL

LIGHTING PLAN



SS/SC

FX

02/07/2020

192216

MINNESOTA


43936


1/8" = 1'-0"

UPPER LEVEL LIGHTING PLANF3

NO LIGHTING WORK SCOPE FOR UPPER LEVEL. SHEET SHOWN REFERENCE ONLY.

Revisions


GENERAL SHEET NOTES

KEYED SHEET NOTES

T

S

S

FI

46"

46"

46"

46"

46"

46"

46"

46"

46"

46"

46"

S

F

JPULLBOX

JMETER

46"

46"

46"

46"

SMD

46"

J

46"

46"

SMD

JTHM

C

46" 46"46"

J AIR

JD

US

T46

"

46"

CLN

G

J

CLN

G

J

S

S

F

JTH

M

D2

JD

2

JP

ULL

BO

X

46"

46"

46"

46"

S DC

S DC

SDC

S DC

S DC

S DC

S DC

S DC

S DCS DC

SC

R

S DC

S DC

S DC S DCSMDS MD

S

46"

S DC S DC

ABAB

F

J 46"

46"

46"

46"

46"

46"

FI

FIFI

S MD

FI W

C TC

EX

T L

TG

C TC

SP

RK

LR

S DC

S

F ADAADA

GFIABGFI

AB

46"

J

J

FFL

FTS

A. SOME NOTES MAY NOT APPLY TO THIS SHEETS.

B. COORDINATE DEVICE LOCATIONS WITH OTHER TRADES INCLUDING HVAC EQUIPMENT, DUCTWORK, SPRINKLER PIPING AND BUILDING STRUCTURAL MEMBERS.

C. NO MULTI-BRANCH CIRCUIT ALLOWED. PROVIDE A SEPARATE NEUTRAL WITH EACH CIRCUIT.

D. VERIFY LOCATIONS AND ROUGH-IN REQUIREMENTS OF ALL OWNER FURNISHED EQUIPMENT PRIOR TO ROUGH-IN.

E. ALL EXISTING TO REMAIN AND RELOCATED GARAGE RECEPTACLES SHALL BE WIRED FOR GFCI PROTECTION OF THE DEVICES IN THAT OUTLET BOX AND ALL DOWNSTREAM DEVICES SHALL PROTECTED BY GFCI.

F. CIRCUIT NUMBERS SHOWN ARE FOR SCHEMATIC PURPOSES AND ARE FOR DISTINGUISHING CIRCUITS. RECORD AS-BUILT CIRCUITING IN A TYPED AND DATED PANELBOARD SCHEDULE.

G. COORDINATE HEIGHTS OF ALL DEVICES WITH MILLWORK AND MODULAR FURNITURE SHOP DRAWINGS PRIOR TO ROUGH-IN.

H. SEE BRANCH CIRCUIT CONDUCTOR SIZING SCHEDULE ON SHEET E0.00

I. SEE MOTOR AND EQUIPMENT SCHEDULE ON SHEET E5.00

1. REVISE AND UPDATE SECURITY DEVICE CIRCUITING AS NEEDED FOR NEW LOCATION. EXTEND AND MODIFY EXISTING CIRCUITING AS REQUIRED.

2. CUT AND PATCH WALL AS REQUIRED. ROUTE NEW VOICE OVER IP AND DATA CABLES FROM NEW WALL-MOUNTED DATA CABINET LOCATED IN CUSTODIAL ROOM A107.

3. PROVIDE 20A/1P BREAKER IN PANEL PP-L1 SPACE #8, AND #16 FOR DEDICATED POWER CONNECTION TO NEW CUT IN WALL BOX RECEPACLES IN THIS AREA. ROUTE 3/4"C, 2 #12 & 1 #12 GND FROM PANEL PP-L1 TO EACH RECEPTACLE AS REQUIRED. COORDINATE EXACT LOCATION WITH ARCHITECTURAL ELEVATION PRIOR TO ROUGH-IN.

4. PROVIDE CONNECTION TO NEW CABINET UNIT HEATER FROM EXISTING MAINTAINED CIRCUIT. COORDINATE EXACT LOCATION WITH MECHANICAL PRIOR TO ROUGH-IN. EXTEND AND MODIFY EXISTING CIRCUITING AS REQUIRED.

5. PROVIDE CONNECTION TO NEW GAS UNIT HEATER FROM NEAREST RECEPTACLE CIRCUIT WITH ADEQUATE CAPACITY IN THIS AREA. COORDINATE EXACT LOCATION WITH MECHANICAL PRIOR TO ROUGH-IN.

6. PROVIDE CONNECTION TO NEW OVERHEAD DOOR MOTOR FROM EXISTING MAINTAINED OVERHEAD DOOR CIRCUIT. COORDINATE EXACT LOCATION WITH ARCHITECT PRIOR TO ROUGH-IN. EXTEND AND MODIFY EXISTING CIRCUITING AS REQUIRED.

7. PROVIDE 20A/1P BREAKER IN PANEL PP-L3 SPACE #21 FOR POWER CONNECTION TO NEW OVERHEAD DOOR MOTOR IN THIS AREA. ROUTE 1/2"C, 2 #12 & 1 #12 GND FROM PANEL PP-L3 TO NEW OVERHEAD DOOR MOTOR AS REQUIRED. COORDINATE EXACT LOCATION WITH ARCHITECT PRIOR TO ROUGH-IN.


9. PROVIDE NEW WALL-MOUNTED DATA CABINET AT THIS LOCATION. REINSTALL EXISTING OWNER NETWORK SWITCH IN NEW DATA CABINET. EXTEND AND MODIFY EXISTING CABLES AS REQUIRED. COORDINATE WITH OWNER BAS SYSTEMS AND MAINTAIN CELLULAR DIALER AS REQUIRED.

10. PROVIDE NEW PATCH PANEL IN WALL-MOUNTED DATA CABINET FOR A NEW BUILDING TECHNOLOGY SERVICE SYSTEMS. COORDINATE WITH OWNER AND MAINTAIN EXISTING INCOMING ANALOG VOICE SYSTEMS. FIELD VERIFY EXACT LOCATION OF INCOMING DEMARCATION AND PROVIDE NEW CABLES AS REQUIRED.

11. PROVIDE A NEW BUILDING ENTRY CARD READER THAT WILL BE COMPATIBLE WITH EXISTING SECURITY SYSTEMS FOR DOOR OPEN OPERATION IN CONJUNCTION WITH NEW HANDICAP ACTUATORS.

12. COORDINATE WITH CIVIL SITE RENOVATION UNDER DIFFERENT CONTRACT AND ROUTE 2" CONDUIT FOR POWER CONNECTION TO OWNER'S FUEL PODS (PROPANE FUEL STATION). COORDINATE WITH MANUFACTURER REQUIIREMENTS AND PROVIDE BREAKER(S) IN PANEL PP-L3 FOR POWER CONNECTION TO FUEL PODS AS REQUIRED. VERIFY EXACT LOCATION WITH OWNER PRIOR TO ROUGH-IN.

13. COORDINATE WITH STRUCTURAL AND REROUTE ALL EXISTING TO REMAIN ELECTRICAL CEILING MOUNTED FEEDERS AND J-BOXES TO ACCOMODATE NEW STRUCTURAL BOND BEAM IN THIS AREA. EXTEND AND MODIFY ALL EXISTING FEEDERS AND J-BOXES AS REQUIRED.


C D EA A.8 BB.2 C.1 C.5 D.9

1

2

2.1

2.82.93

4

5DISC2X4

PP-L2

DISC4X4

DISC3X4

DISC1X4H1

L1+L3

XFMR

CONN. CABUTILITYXFMR

PP-H1

NL NL NL

PP-L3

NLNL

NL

NL

NL

KP

OHD

OHD

CUH-1

KP

NL NL

NL

NL

NL

NL

NL

NL

NL

PP-L4

1 1

11111

1

11

1

1

2 2

4

UH-1

NL

3

NL

NL1

10

9

12

EF-1

5

NLNL

NL

1414

14

DAMPER

DAMPER

EXISTING FIREPROTECTIONRISER

PP-L4/3

F

E

D

C

B

A

1 2 3 4 5 6 7 8

E

MN

NorthCheck:

Drawn:

Date:

Comm:

License Number:



Scale:

Date

2/1

0/2

02

0 4

:06: 4

4 P

M

C:\

Users

\fxio

ng

\Do

cu

me

nts

\Bu

s G

ara

ge_

Ele

c_C

en

tra

l(R

evit 2

01

9)_

fxio

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DQ

7LZ

.rvt

1/8" = 1'-0"

Cen

tral:

\\W

ae-s

rv-m

n.w

old

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\StP

au

l\IS

D27

8\O

ron

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us G

ara

ge\1

9221

6 B

us G

ara

ge

Con

vers

ion

\06_E

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C\R

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t\B

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c_

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201

9).

rvt

ORONO PUBLIC

SCHOOLS ISD #278

ORONO BUS

GARAGE

CONVERSION

E2.11

MAIN LEVEL

POWER &

SYSTEMS PLAN



SS/SC

FX

02/07/2020

192216

MINNESOTA


43936


1/8" = 1'-0"

MAIN LEVEL POWER & SYSTEMS PLANF3

Revisions


GENERAL SHEET NOTES

KEYED SHEET NOTES

S

F SM

D

S

S

AB

AB

AB

GFI

JTHM

TV

AB

S

AB

GFI

AB

GFI

TV

AB

GFI

AB

GFI

SDC

SM

D

J

A. SOME NOTES MAY NOT APPLY TO THIS SHEETS.

B. COORDINATE DEVICE LOCATIONS WITH OTHER TRADES INCLUDING HVAC EQUIPMENT, DUCTWORK, SPRINKLER PIPING AND BUILDING STRUCTURAL MEMBERS.

C. NO MULTI-BRANCH CIRCUIT ALLOWED. PROVIDE A SEPARATE NEUTRAL WITH EACH CIRCUIT.

D. VERIFY LOCATIONS AND ROUGH-IN REQUIREMENTS OF ALL OWNER FURNISHED EQUIPMENT PRIOR TO ROUGH-IN.

E. ALL EXISTING TO REMAIN AND RELOCATED GARAGE RECEPTACLES SHALL BE WIRED FOR GFCI PROTECTION OF THE DEVICES IN THAT OUTLET BOX AND ALL DOWNSTREAM DEVICES SHALL PROTECTED BY GFCI.

F. CIRCUIT NUMBERS SHOWN ARE FOR SCHEMATIC PURPOSES AND ARE FOR DISTINGUISHING CIRCUITS. RECORD AS-BUILT CIRCUITING IN A TYPED AND DATED PANELBOARD SCHEDULE.

G. COORDINATE HEIGHTS OF ALL DEVICES WITH MILLWORK AND MODULAR FURNITURE SHOP DRAWINGS PRIOR TO ROUGH-IN.

H. SEE BRANCH CIRCUIT CONDUCTOR SIZING SCHEDULE ON SHEET E0.00

I. SEE MOTOR AND EQUIPMENT SCHEDULE ON SHEET E5.00

1. REVISE AND UPDATE SECURITY DEVICE CIRCUITING AS NEEDED FOR NEW LOCATION. EXTEND AND MODIFY EXISTING CIRCUITING AS REQUIRED.

2. CUT AND PATCH WALL AS REQUIRED. ROUTE NEW VOICE OVER IP AND DATA CABLES FROM NEW WALL-MOUNTED DATA CABINET LOCATED IN CUSTODIAL ROOM A107.

3. PROVIDE 20A/1P BREAKER IN PANEL PP-L1 SPACE #8, AND #16 FOR DEDICATED POWER CONNECTION TO NEW CUT IN WALL BOX RECEPACLES IN THIS AREA. ROUTE 3/4"C, 2 #12 & 1 #12 GND FROM PANEL PP-L1 TO EACH RECEPTACLE AS REQUIRED. COORDINATE EXACT LOCATION WITH ARCHITECTURAL ELEVATION PRIOR TO ROUGH-IN.

4. PROVIDE CONNECTION TO NEW CABINET UNIT HEATER FROM EXISTING MAINTAINED CIRCUIT. COORDINATE EXACT LOCATION WITH MECHANICAL PRIOR TO ROUGH-IN. EXTEND AND MODIFY EXISTING CIRCUITING AS REQUIRED.

5. PROVIDE CONNECTION TO NEW GAS UNIT HEATER FROM NEAREST RECEPTACLE CIRCUIT WITH ADEQUATE CAPACITY IN THIS AREA. COORDINATE EXACT LOCATION WITH MECHANICAL PRIOR TO ROUGH-IN.

6. PROVIDE CONNECTION TO NEW OVERHEAD DOOR MOTOR FROM EXISTING MAINTAINED OVERHEAD DOOR CIRCUIT. COORDINATE EXACT LOCATION WITH ARCHITECT PRIOR TO ROUGH-IN. EXTEND AND MODIFY EXISTING CIRCUITING AS REQUIRED.



9. PROVIDE NEW WALL-MOUNTED DATA CABINET AT THIS LOCATION. REINSTALL EXISTING OWNER NETWORK SWITCH IN NEW DATA CABINET. EXTEND AND MODIFY EXISTING CABLES AS REQUIRED. COORDINATE WITH OWNER BAS SYSTEMS AND MAINTAIN CELLULAR DIALER AS REQUIRED.

10. PROVIDE NEW PATCH PANEL IN WALL-MOUNTED DATA CABINET FOR A NEW BUILDING TECHNOLOGY SERVICE SYSTEMS. COORDINATE WITH OWNER AND MAINTAIN EXISTING INCOMING ANALOG VOICE SYSTEMS. FIELD VERIFY EXACT LOCATION OF INCOMING DEMARCATION AND PROVIDE NEW CABLES AS REQUIRED.

11. PROVIDE A NEW BUILDING ENTRY CARD READER THAT WILL BE COMPATIBLE WITH EXISTING SECURITY SYSTEMS FOR DOOR OPEN OPERATION IN CONJUNCTION WITH NEW HANDICAP ACTUATORS.

12. COORDINATE WITH CIVIL SITE RENOVATION UNDER DIFFERENT CONTRACT AND ROUTE 2" CONDUIT FOR POWER CONNECTION TO OWNER'S FUEL PODS (PROPANE FUEL STATION). COORDINATE WITH MANUFACTURER REQUIIREMENTS AND PROVIDE BREAKER(S) IN PANEL PP-L3 FOR POWER CONNECTION TO FUEL PODS AS REQUIRED. VERIFY EXACT LOCATION WITH OWNER PRIOR TO ROUGH-IN.

13. COORDINATE WITH STRUCTURAL AND REROUTE ALL EXISTING TO REMAIN ELECTRICAL CEILING MOUNTED FEEDERS AND J-BOXES TO ACCOMODATE NEW STRUCTURAL BOND BEAM IN THIS AREA. EXTEND AND MODIFY ALL EXISTING FEEDERS AND J-BOXES AS REQUIRED.


C D EA A.8 BB.2 C.1 C.5 D.9

1

2

2.1

2.82.93

4

5

PP-L1

666

6

7

8

6

EF-3

5

5

5

UH-3

UH-2

5

EF-4

UH-7

5

1313

TYPTYP

UH-6

EF-2

UH-4

UH-5

5

DAMPER

PP-L2/13,15

PP-L1/20

PP-L1/16

F

E

D

C

B

A

1 2 3 4 5 6 7 8

E

MN

NorthCheck:

Drawn:

Date:

Comm:

License Number:



Scale:

Date

2/1

0/2

02

0 4

:06: 4

5 P

M

C:\

Users

\fxio

ng

\Do

cu

me

nts

\Bu

s G

ara

ge_

Ele

c_C

en

tra

l(R

evit 2

01

9)_

fxio

ng

DQ

7LZ

.rvt

1/8" = 1'-0"

Cen

tral:

\\W

ae-s

rv-m

n.w

old

ae.c

om

\StP

au

l\IS

D27

8\O

ron

o B

us G

ara

ge\1

9221

6 B

us G

ara

ge

Con

vers

ion

\06_E

LE

C\R

evi

t\B

us G

ara

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Ele

c_

Cen

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Re

vit

201

9).

rvt

ORONO PUBLIC

SCHOOLS ISD #278

ORONO BUS

GARAGE

CONVERSION

E2.21

UPPER LEVEL

POWER &

SYSTEMS PLAN



SS/SC

FX

02/07/2020

192216

MINNESOTA


43936


1/8" = 1'-0"

UPPER LEVEL POWER & SYSTEMS PLANF4

Revisions


LINE TYPES:

EXISTING EQUIP/FEEDER TO REMAIN

DEMOLISH OR RELOCATE EQUIP/FEEDER

NEW OR NEW LOCATION OF EQUIP/FEEDER

RL

EX

NL

A. PROVIDE COPPER CONDUCTORS.B. PROVIDE XHHW INSULATION FOR UNDERGROUND CONDUCTORS.C. PROVIDE GALVANIZED RIGID STEEL CONDUIT FOR EXPOSED EXTERIOR CONDUITS.D. ROUTE HORIZONTAL CONDUITS ABOVE BOTTOM CHORD OF BAR JOISTS UNLESS NOTED

OTHERWISE. ROUTE CONDUITS FROM WALL MOUNTED DEVICES VERTICALLY TO JOIST SPACE UNLESS NOTED OTHERWISE.

E. OBTAIN SHOP DRAWINGS OF EQUIPMENT AND COMPARE CONNECTION, LOAD, AND VOLTAGE INFORMATION TO CONTRACT DOCUMENTS BEFORE INSTALLING FEEDER CONDUITS. NOTIFY ARCHITECT OF ANY DISCREPANCIES. BEFORE MAKING EQUIPMENT POWER CONNECTIONS, COMPARE EQUIPMENT NAMEPLATE DATA TO SHOP DRAWINGS AND CONTRACT DOCUMENTS. NOTIFY ARCHITECT OF ANY DISCREPANCIES.

F. MOTOR FEEDERS SHOWN ON DIAGRAM FOR REFERENCE. REFER TO MOTOR SCHEDULE FOR MORE INFORMATION.

G. REFER TO SITE PLAN FOR EXACT LOCATIONS OF EXTERIOR EQUIPMENT. H. COORDINATE ALL DEMOLITION WITH PHASING PLANS. SEE ELECTRICAL FLOOR PLANS

AND ARCHITECTURAL PHASING PLANS.

GENERAL NOTES:

1. REPLACE PANEL IN PLACE. CUT AND PATCH WALL AS REQUIRED. COORDINATE PATCHING WITH ARCHITECT.

2. PROVIDE DOCKING STATION WITH REMOTE CAMLOCKS AND (1) 20A 120V AND (1) 30A 120V RECEPTACLES FOR SHORE POWER.

KEYED NOTES:

MAIN LEVEL

UPPER LEVEL

ROOF

MEXISTING480V/277Y,

2000A, 85,000 AICCONNECTION/CTAND METERING

CABINET

MLO

208/120V100A

PP-L3

T-1112.5KVA

MLO

208/120V225A

PP-L1

UTILITY XFMR

TO UTILITY

MCB

208/120V100A

PP-L2

MLO

480/277V225A

PP-H1PULLBOX

PULLBOX

600A DISC SW200A

DISC SW

600A DISC SW

600A DISC SW

200A DISC SW

PULLBOX

200A DISC SW

DISC 1X4

DISC 2X4 (L1+L2+L3)

DISC 3X4DISC 4X4L1 + L3 H1

MLO

240/120V70A

PP-L4

S

DOOR CONTACT BY OTHERS

ACCESSIBLE CEILING (OR STRUCTURAL CEILING IF NO ACCESSIBLE CEILING PRESENT)

ELECTRIC POWER TRANSFER (EPT) BY OTHERS

LOW VOLTAGE CABLING TO NEAREST SECURITY PANEL.

DC

HINGED SIDE

1/2" CONDUIT FOR PANIC HARDWARE

1/2" CONDUIT FOR DOOR CONTACT. PROVIDE REMOVABLE FOAM IN DOOR FRAME TO ALLOW FUTURE DEVICE INSTALLATION AND ACCESS TO CONDUIT AFTER GROUT INSTALLED INTO DOOR FRAME.

PANIC HARDWARE OR ELECTRIC LOCK (EL) BY OTHERS

S

CR

SINGLE GANG BOX FOR CARD READER.40"

3/4" CONDUIT FOR CARD READER

CABLING TO FIRE ALARM PANEL IF EGRESS DOOR

NOTES:1. ALL EMPTY RACEWAY AND WORK BY DIV. 26. DEVICES MAY BE BY OTHERS WHERE INDICATED.2. BUSH ALL ENDS AND PROVIDE PULL STRING IN EACH CONDUIT.3. PROVIDE BLANK STAINLESS STEEL COVERPLATE ON ALL UNUSED BACKBOXES.

4" SQUARE JUNCTION BOX WITH COVER PLATE.DOOR POWER SUPPLY/CONTROLLER BY OTHERS .

S

ESELECTRIC STRIKE BY OTHERS

1/2" CONDUIT FOR ELECTRIC STRIKE

S

EL

120V POWER WHERE INDICATED ON POWER PLANS

A. DETAILS TO INDICATE CONDUIT, WIRING AND MOUNTING HEIGHTS. SEE FLOORPLANS FOR LOCATION OF EACH DEVICE. B. SEE DETAILS ON E7X SERIES FOR ADDITIONAL INFORMATION.C. DIVISION 26 TO PROVIDE EMPTY CONDUIT WITH PULLSTRINGS, BACKBOXES AND POWER. DIVISION 27 TO PROVIDE ALL OTHER EQUIPMENT

(LABELED WALLPLATE, JACKS, CABLING, ETC) UNLESS INDICATED TO BE PROVIDED BY OTHERS. D. ALL CABLING TO BE PLENUM RATED.E. TERMINATE ALL CABLING ON JACK INSERTS UNLESS OTHERWISE NOTED.F. UTP CABLING FROM EACH JACK INSERT SHALL HOMERUN BACK TO THE MER/TR ROOM INDICATED ON PLANS WITHOUT SPLICES OR TAPS.

CABLE LENGTHS SHALL NOT EXCEED 295'. RE-ROUTE AS REQUIRED IF 295' LIMITATION IS EXCEEDED.G. PROVIDE BLANK INSERTS FOR ALL UNUSED PORTS.H. 2- GANG BOX TO BE MINIMUM OF 4 11/16 " X 4 11/16". DEPTH AS INDICATED.I. LABEL TO BE PER SPECIFICATION AND VERIFIED WITH OWNER.

GENERAL NOTES:

CONDUIT STUBBED INTO ACCESSIBLE CEILING SPACE(PROVIDED BY DIV. 26)

2-GANG, 3" DEEP BOX WITH 1-GANG MUDRING. BOX PROVIDED BY DIV. 26.MOUNT AT 18" UNLESS NOTED OTHERWISE.

PROVIDE LABELED COVERPLATE.SEE SPECIFICATION FOR LABELING CONVENTION.

90 DEGREE SWEEP WITH NYLON BUSHING ABOVE CEILING.(PROVIDED BY DIV. 26)

PROVIDE UTP CABLES TO DATA RACK. QUANTITIES PER INDICATED NUMBER (#).

1"C

DATA OUTLET(1-4 CABLES)

BLANK INSERT AS REQUIRED.DATA JACK. TYPICAL(TYPICAL). QUANTITIES PER

INDICATED NUMBER.

D2 D3D1 D4

GYP WALL

ACCEPTABLE

NOT ACCEPTABLE

2"-3" ABOVE BACKSPLASH

4" TO 6"

CHAIR RAIL OR TILE BORDER

ACCEPTABLE

TILE

KNEE SPACE

NOTES:1. INSTALL DEVICES SO THAT THEY ARE EITHER ABOVE OR BELOW TILED WALL (OR A WALL WITH A CHAIR RAIL). COORDINATE WITH ARCHITECT.

MTR DESCRIPTION LOCATION LOAD UNIT VOLTAGE/PHASE SET(S) P+N NOTESMTRCTRL'S

BY

MOTOR AND EQUIPMENT SCHEDULE

LOAD INFORMATION

SIZE TYPE

CONDUIT

PHASE NEUT GND

WIRE QUANITY AND SIZE

TYPE INSUL

WIRE TYPE

SUPPLIED INSTALLED TYPE/SIZE LOC

STARTER

SUPPLIED INSTALLED TYPE SIZE LOC

DISCONNECT

PANEL

CUH-1 CABINET UNIT HEATER ROOM A102 25 AMPS 208V/1PH 1 MECH CUH-12EMT 10 AWG -- 10AWG CU THHN MFR MFR -- MTR ELECELEC NFS 30A MTR

3/4"PP-L1

EF-1 EXHAUST FAN ROOM A101 1/4 HP 120V/1PH 1 MECH EF-12EMT 12 AWG 12AWG 12AWG CU THHN MFR MFR -- MTR ELECELEC MMS 20A MTR

3/4"PP-L4

UH-1-7 UNIT HEATER (GAS) SEE PLANS 0.06-0.17 HP 120V/1PH 1 MECH UH-1-72EMT 12 AWG 12AWG 12AWG CU THHN MFR MFR -- MTR ELECELEC MMS 20 MTR

3/4"SEE PLANS

EF-2,3 EXHAUST FAN ROOM A11/A112 3/4 HP 120V/1PH 1 MECH EF-2,32EMT 12 AWG 12AWG 12AWG CU THHN MFR MFR -- MTR ELECELEC MMS 20A MTR

3/4"PP-L1

EF-4 EXHAUST FAN ROOM A16 2 HP 208V/1PH 1 MECH EF-42EMT 12 AWG 12AWG 12AWG CU THHN MFR MFR -- MTR ELECELEC MMS 20A MTR

3/4"PP-L2

F

E

D

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B

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Drawn:

Date:

Comm:

License Number:



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ORONO PUBLIC

SCHOOLS ISD #278

ORONO BUS

GARAGE

CONVERSION

E5.00

ELECTRICAL

RISER DIAGRAM

AND DETAILS



SS/SC

FX

02/07/2020

192216

MINNESOTA


43936


N.T.S.

ORONA BUS GARAGE EXISTING RISER DIAGRAMB3

N.T.S.

DOOR SECURITY ROUGH-INSF6NTS

TELECOM OUTLETF4N.T.S.

COUNTER, TILE, AND RAILING BACKBOXES DETAILF2

Revisions


Long Lake, Minnesota 55356 Orono Bus Garage...

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