Long Lake, Minnesota 55356 Orono Bus Garage...
Transcript of 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
S4.201 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
Scale:
Date
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Orono Public Schools
ORONO BUSGARAGECONVERSION
A0.101
CODE PLAN ANDANALYSIS
685 N. Old Crystal Bay Road,Long Lake, Minnesota 55356
2687 Wayzata BoulevardLong Lake, Minnesota 55356
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
EXISTING TRENCH DRAIN TO REMAIN
EXISTING TRENCH DRAIN TO REMAIN
EXISTING TRENCH DRAIN TO REMAIN
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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NorthCheck:
Drawn:
Date:
Comm:
License Number:
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
Scale:
Date
2/1
0/2
02
0 4
:51: 3
1 P
M
C:\
Use
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Orono Public Schools
ORONO BUSGARAGECONVERSION
A1.001
MAIN LEVELDEMOLITIONPLAN AND SLABDEMOLITION/INFILL PLAN
685 N. Old Crystal Bay Road,Long Lake, Minnesota 55356
2687 Wayzata BoulevardLong Lake, Minnesota 55356
EBL
KH
02/07/2020
192216
MINNESOTA
02/07/2020VAUGHN DIERKS
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
Description Date Num
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
.
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
1'-0
"
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
EXISTING WALL, ROOF AND STRUCTUR AS OCCURS.
CONCRETE APRON, SEE STRUCT
_______B7A4.101
STEEL LINTEL, SEE STRUCT.
PATCH EIFS SYSTEM AROUND NEW OPENING. SEE ELEVATIONS FOR COLOR AND PATTERN.
BASEML100'-0"
_______B7A4.101
_______D7A4.101
T.O. OPENING
112'-0"
OVERHEAD DOOR, SEE PLAN
EXISTING WALL, ROOF AND STRUCTUR AS OCCURS.
STEEL LINTEL, SEE STRUCT.
CONC. APRON, SEE STRUCT.
T.O. OPENING
116'-4"
BOND BEAM, SEE STRUCT.
LOUVER, SEE PLANS
PATCH EIFS SYSTEM AROUND NEW OPENING. SEE ELEVATIONS FOR COLOR AND PATTERN.
_______E5A5.101
_______F5A5.101
STEEL BEAM, SEE STRUCT.
BASEML100'-0"
T.O. OPENING
108'-4"
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
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A
MN
NorthCheck:
Drawn:
Date:
Comm:
License Number:
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
Scale:
Date
2/1
0/2
02
0 4
:51: 3
6 P
M
C:\
Use
rs\k
ho
ve
rso
n\D
ocu
men
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20
19_
kh
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n.r
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As indicated
Cen
tral:
\\W
ae-s
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l\IS
D278
\Oro
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201
9.r
vt
Orono Public Schools
ORONO BUSGARAGECONVERSION
A2.001
MAIN LEVELFLOOR PLAN ANDWALL SECTIONS
685 N. Old Crystal Bay Road,Long Lake, Minnesota 55356
2687 Wayzata BoulevardLong Lake, Minnesota 55356
EBL
KH
02/07/2020
192216
MINNESOTA
02/07/2020VAUGHN DIERKS
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
Description Date Num
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
NorthCheck:
Drawn:
Date:
Comm:
License Number:
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
Scale:
Date
2/1
0/2
02
0 4
:51: 3
8 P
M
C:\
Use
rs\k
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20
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As indicated
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tral:
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D278
\Oro
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201
9.r
vt
Orono Public Schools
ORONO BUSGARAGECONVERSION
A2.095
ROOF PLAN ANDDETAILS
685 N. Old Crystal Bay Road,Long Lake, Minnesota 55356
2687 Wayzata BoulevardLong Lake, Minnesota 55356
EBL
KH
02/07/2020
192216
MINNESOTA
02/07/2020VAUGHN DIERKS
26979
ARCHITECT
01/8" = 1'-0"
ROOF PLANF5
6' 12'
03" = 1'-0"
BUILT-UP ROOF COMBUSTION STACKB3
3" 6"
Revisions
Description Date Num
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
FRP WALL PANEL TO 8'-0" AFF
5/8'' GYP BD
2" RIGID INSULATION WITH Z FURING AT 24" OC.
EXISTING STUD WALL AS OCCURS
FRP WALL PANEL TO 8'-0" AFF
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
1 2 3 4 5 6 7 8
A
MN
NorthCheck:
Drawn:
Date:
Comm:
License Number:
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
Scale:
Date
2/1
0/2
02
0 4
:51: 4
4 P
M
C:\
Use
rs\k
ho
ve
rso
n\D
ocu
men
ts\B
us G
ara
ge_
20
19_
kh
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As indicated
Cen
tral:
\\W
ae-s
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D278
\Oro
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201
9.r
vt
Orono Public Schools
ORONO BUSGARAGECONVERSION
A3.001
MAIN LEVEL RCP,DETAILS, ANDDOOR, FRAME,WALL ANDLOUVER TYPES
685 N. Old Crystal Bay Road,Long Lake, Minnesota 55356
2687 Wayzata BoulevardLong Lake, Minnesota 55356
EBL
KH
02/07/2020
192216
MINNESOTA
02/07/2020VAUGHN DIERKS
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
TYPE STUD SIZE INSULATION MIN STC NOTES
GF1 2" RIGID N/A
TYPE STUD SIZE INSULATION MIN STC NOTES
GG1 3 5/8" BATT N/A
TYPE STUD SIZE INSULATION MIN STC NOTES
GB1 3 5/8" NONE
Revisions
Description Date Num
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
Check:
Drawn:
Date:
Comm:
License Number:
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
Scale:
Date
2/1
0/2
02
0 4
:51: 4
7 P
M
C:\
Use
rs\k
ho
ve
rso
n\D
ocu
men
ts\B
us G
ara
ge_
20
19_
kh
ove
rso
n.r
vt
As indicated
Cen
tral:
\\W
ae-s
rv-m
n.w
old
ae.c
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\StP
au
l\IS
D278
\Oro
no B
us G
ara
ge\B
us G
ara
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201
9.r
vt
Orono Public Schools
ORONO BUSGARAGECONVERSION
A4.101
DETAILS -GENERAL -SYMBOLS ANDABBREVIATIONS
685 N. Old Crystal Bay Road,Long Lake, Minnesota 55356
2687 Wayzata BoulevardLong Lake, Minnesota 55356
EBL
KH
02/07/2020
192216
MINNESOTA
02/07/2020VAUGHN DIERKS
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
Description Date Num
BASEML100'-0"
PATCH EIFS AROUND NEW OPENINGS, MATCH EXISTING COLORS, REVEALS AND BANDING. VERIFY EXISTING CONDITIONS IN FIELD.
OVERHEAD DOOR, SEE PLAN
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
OVERHEAD DOOR, SEE PLAN
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.
BOND BEAM, SEE STRUCT.
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"
PATCH EIFS AROUND NEW LOUVER. MATCH AND VERIFY EXISTING COLORS, REVEALS AND BANDING.
LOUVER, SEE PLAN
PATCH EIFS AROUND NEW LOUVER. MATCH AND VERIFY EXISTING COLORS, REVEALS AND BANDING.
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
Check:
Drawn:
Date:
Comm:
License Number:
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
Scale:
Date
2/1
0/2
02
0 4
:51: 5
0 P
M
C:\
Use
rs\k
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ocu
men
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kh
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As indicated
Cen
tral:
\\W
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D278
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201
9.r
vt
Orono Public Schools
ORONO BUSGARAGECONVERSION
A5.101
EXTERIORELEVATIONS,CASEWORK,DETAILS, ANDMATERIAL FINIHSSCHED.
685 N. Old Crystal Bay Road,Long Lake, Minnesota 55356
2687 Wayzata BoulevardLong Lake, Minnesota 55356
EBL
KH
02/07/2020
192216
MINNESOTA
02/07/2020VAUGHN DIERKS
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
Description Date Num
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
MN
NorthCheck:
Drawn:
Date:
Comm:
License Number:
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
Scale:
Date
2/1
0/2
02
0 4
:51: 5
5 P
M
C:\
Use
rs\k
ho
ve
rso
n\D
ocu
men
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us G
ara
ge_
20
19_
kh
ove
rso
n.r
vt
As indicated
Cen
tral:
\\W
ae-s
rv-m
n.w
old
ae.c
om
\StP
au
l\IS
D278
\Oro
no B
us G
ara
ge\B
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ara
ge_
201
9.r
vt
Orono Public Schools
ORONO BUSGARAGECONVERSION
A9.101
ALTERNATE NO.1DEMOLITION,FLOOR , ANDSLABDEMOLITION ANDINFILL PLANS
685 N. Old Crystal Bay Road,Long Lake, Minnesota 55356
2687 Wayzata BoulevardLong Lake, Minnesota 55356
EBL
KH
02/07/2020
192216
MINNESOTA
02/07/2020VAUGHN DIERKS
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'
TYPE STUD SIZE INSULATION MIN STC NOTES
GD1 3 5/8" BATT N/A
Revisions
Description Date Num
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
C
BKBMENGINEERS
6120 Earle Brown Drive, Suite 700 Minneapolis, MN 55430Phone: (763) 843-0420Fax: (763) 843-0421www.bkbm.com
NorthCheck:
Drawn:
Date:
Comm:
License Number:
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.
Date
Magnus Carlsson
44685
2/7
/2020
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Orono Public Schools
Orono Bus GarageConversion
S0.000
TITLE SHEET
685 N. Old Crystal Bay Road,Long Lake, Minnesota 55356
2687 Wayzata BoulevardLong Lake, Minnesota 55356
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
S4.101 SECTIONS AND DETAILS
S4.201 SECTIONS AND DETAILS
S5.101 SCHEDULES AND DETAILS
Revisions
Description Date Num
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.
N
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
C
BKBMENGINEERS
6120 Earle Brown Drive, Suite 700 Minneapolis, MN 55430Phone: (763) 843-0420Fax: (763) 843-0421www.bkbm.com
NorthCheck:
Drawn:
Date:
Comm:
License Number:
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.
Date
Magnus Carlsson
44685
2/7
/2020
3:5
5:5
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Orono Public Schools
Orono Bus GarageConversion
S2.000
FOOTING ANDFOUNDATIONPLAN
685 N. Old Crystal Bay Road,Long Lake, Minnesota 55356
2687 Wayzata BoulevardLong Lake, Minnesota 55356
MC/TRR
KLC/JRG
02/07/2020
192216
02/07/2020
1FOOTING AND FOUNDATION PLAN
Revisions
Description Date Num
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
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
C
BKBMENGINEERS
6120 Earle Brown Drive, Suite 700 Minneapolis, MN 55430Phone: (763) 843-0420Fax: (763) 843-0421www.bkbm.com
NorthCheck:
Drawn:
Date:
Comm:
License Number:
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.
Date
Magnus Carlsson
44685
2/7
/2020
3:5
5:5
1 P
M
C:\
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Orono Public Schools
Orono Bus GarageConversion
S2.001
ROOF FRAMINGPLAN
685 N. Old Crystal Bay Road,Long Lake, Minnesota 55356
2687 Wayzata BoulevardLong Lake, Minnesota 55356
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
Description Date Num
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
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
SEE STRUCTURAL NOTES FOR JOINT SPACING
SEE STRUCTURAL NOTES FOR JOINT SPACING
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
1/2 OF WALL REINFORCING SPACING, MAX (TYPICAL)
PREFORMED GASKET
SASH UNITS EACH SIDE OF GASKET
1/2 OF WALL REINFORCING SPACING, MAX (TYPICAL)
SPECIAL CONTROL JOINT UNITS
CMU CONTROL JOINTS
GROUTED CORES W/#5@8"OC
GROUTED CORES W/#5@8"OC
GROUTED CORES W/#5@8"OC
FOR REINFORCING AND SPACING, SEE SCHEDULE
FOR REINFORCING AND SPACING, SEE SCHEDULE
FOR REINFORCING AND SPACING, SEE SCHEDULE
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
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
C
BKBMENGINEERS
6120 Earle Brown Drive, Suite 700 Minneapolis, MN 55430Phone: (763) 843-0420Fax: (763) 843-0421www.bkbm.com
NorthCheck:
Drawn:
Date:
Comm:
License Number:
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.
Date
Magnus Carlsson
44685
2/7
/2020
3:5
5:5
3 P
M
C:\
Revit L
oca
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iles\2
01
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\20
19
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:\20
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raw
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s\S
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201
99_
rs19_
cen
tral.
rvt
Orono Public Schools
Orono Bus GarageConversion
S4.101
SECTIONS ANDDETAILS
685 N. Old Crystal Bay Road,Long Lake, Minnesota 55356
2687 Wayzata BoulevardLong Lake, Minnesota 55356
MC/TRR
KLC/JRG
02/07/2020
192216
02/07/2020
Revisions
Description Date Num
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
3/4"Ø CONC SCREW ANCHOR W/ 4 1/2" MIN EMBED LENGTH
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
3/4"Ø CONC SCREW ANCHOR W/ 4 1/2" MIN EMBED LENGTH
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
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
C
BKBMENGINEERS
6120 Earle Brown Drive, Suite 700 Minneapolis, MN 55430Phone: (763) 843-0420Fax: (763) 843-0421www.bkbm.com
NorthCheck:
Drawn:
Date:
Comm:
License Number:
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.
Date
Magnus Carlsson
44685
2/7
/2020
3:5
5:5
3 P
M
C:\
Revit L
oca
l U
se
r F
iles\2
01
99
\20
19
9_
rs19
_ce
ntr
al_
jgu
y.r
vt
Cen
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l: F
:\20
\201
99\D
raw
ing
s\S
tru
ctu
ral\
201
99_
rs19_
cen
tral.
rvt
Orono Public Schools
Orono Bus GarageConversion
S4.201
SECTIONS ANDDETAILS
685 N. Old Crystal Bay Road,Long Lake, Minnesota 55356
2687 Wayzata BoulevardLong Lake, Minnesota 55356
MC/TRR
KLC/JRG
02/07/2020
192216
02/07/2020
Revisions
Description Date Num
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
W12x35-LARGER,W14x34-LARGER
3 43 43
W16x26-W16x40,W18x35-W18x40
4 58 62
W16x45-LARGER,W18x46-LARGER
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)
WEB STIFFENER REQUIRED FOR DOUBLE COPED BEAMS IF COPE LENGTH >0'-3"
(MAX CAPACITY=13K W/OUT STIFFENER)
WEB STIFFENER REQUIRED FOR DOUBLE COPED BEAMS IF COPE LENGTH >0'-3"
(MAX CAPACITY=21K W/OUT STIFFENER)
WEB STIFFENER REQUIRED FOR DOUBLE COPED BEAMS IF COPE LENGTH >0'-3"
(MAX CAPACITY=19K W/OUT STIFFENER)
WEB STIFFENER REQUIRED FOR DOUBLE COPED BEAMS IF COPE LENGTH >0'-3"
(MAX CAPACITY=28K W/OUT STIFFENER)
WEB STIFFENER REQUIRED FOR DOUBLE COPED BEAMS IF COPE LENGTH >0'-3"
(MAX CAPACITY=45K 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"
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
C
BKBMENGINEERS
6120 Earle Brown Drive, Suite 700 Minneapolis, MN 55430Phone: (763) 843-0420Fax: (763) 843-0421www.bkbm.com
NorthCheck:
Drawn:
Date:
Comm:
License Number:
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.
Date
Magnus Carlsson
44685
2/7
/2020
3:5
5:5
4 P
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Orono Public Schools
Orono Bus GarageConversion
S5.101
SCHEDULES ANDDETAILS
685 N. Old Crystal Bay Road,Long Lake, Minnesota 55356
2687 Wayzata BoulevardLong Lake, Minnesota 55356
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
Description Date Num
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.
5. THE MECHANICAL CONTRACTOR SHALL REMOVE
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
INDICATED ON THE PLANS.
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
INDICATED ON THE PLANS.
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:
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
Scale:
Date
AS INDICATED
2/1
0/2
02
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rono
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ORONO PUBLICSCHOOLS
ORONO BUSGARAGECONVERSION
M0.00
UNDERGROUNDAND MAIN LEVELDEMOLITIONPLANS - BASE BIDAND ALTERNATENO. 1
685 N. Old Crystal Bay Road, LongLake, Minnesota 55356
2687 Wayzata BoulevardLong Lake, 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
Description Date Num
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
REFER TO ARCHITECTURAL
EXHAUST LOUVER
REFER TO ARCHITECTURAL
INTAKE LOUVER
REFER TO ARCHITECTURAL
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
REFER TO ARCHITECTURAL
EXHAUST LOUVER
REFER TO ARCHITECTURAL
INTAKE LOUVER
REFER TO ARCHITECTURAL
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
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
GAS FIRED UH CONCENTRIC VENT
GAS FIRED UH CONCENTRIC VENT
GAS FIRED UH CONCENTRIC VENT
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.
7. 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.
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
REQUIRED FOR STRUCTURAL
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,
AND HANGERS AND SUPPORTS AS
REQUIRED FOR STRUCTURAL
MODIFICATION WORK. PROVIDE
NEW PIPING, CONTROLS, AND
HANGERS AND SUPPORTS AS
REQUIRED FOR STRUCTURAL
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,
AND HANGERS AND SUPPORTS AS
REQUIRED FOR STRUCTURAL
MODIFICATION WORK. PROVIDE NEW PIPING, CONTROLS, AND
HANGERS AND SUPPORTS AS
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:
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
Scale:
Date
AS INDICATED
2/1
0/2
02
0 6
:28: 3
5 P
M
C:\
Use
rs\b
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21
6 O
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Bus G
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Me
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8\O
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ORONO PUBLICSCHOOLS
ORONO BUSGARAGECONVERSION
M1.00
MECHANICALNEW WORKPLANS - BASE BIDAND ALTERNATENO. 1
685 N. Old Crystal Bay Road, LongLake, Minnesota 55356
2687 Wayzata BoulevardLong Lake, Minnesota 55356
BMM
JMF
02/07/20
182216
MINNESOTA
02/07/20MIKE FREEMAN
50353
PROFESSIONAL ENGINEER
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
Description Date Num
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
D
C
B
A
1 2 3 4 5 6 7 8
M
MN
NorthCheck:
Drawn:
Date:
Comm:
License Number:
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
Scale:
Date
AS INDICATED
2/1
0/2
02
0 6
:28: 3
6 P
M
C:\
Use
rs\b
me
iste
r\D
ocum
en
ts\1
92
21
6 O
rono
Bus G
ara
ge
Me
ch (
cen
tra
l)_
bm
eis
ter@
wold
ae.c
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.rvt
Cen
tral:
\\W
ae-s
rv-m
n.w
old
ae.c
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\StP
au
l\IS
D27
8\O
ron
o B
us G
ara
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9221
6 B
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Con
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\05_M
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ORONO PUBLICSCHOOLS
ORONO BUSGARAGECONVERSION
M2.00
FIRE PROTECTIONNEW WORK PLAN
685 N. Old Crystal Bay Road, LongLake, Minnesota 55356
2687 Wayzata BoulevardLong Lake, Minnesota 55356
BMM
JMF
02/07/20
182216
MINNESOTA
02/07/20MIKE FREEMAN
50353
PROFESSIONAL ENGINEER
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
Description Date Num
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
INSULATION INSERT FOR
ALL INSULATED PIPING
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
INSULATION SHIELD FOR
ALL INSULATED PIPING
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
INSULATION INSERT FOR
ALL INSULATED PIPING 2"
AND LARGER.
HANGER ROD *
INSULATION
PIPE
SUPPORT NUT
LOCKING NUT
NON-INSULATED PIPEINSULATED PIPE
HEAVY DUTY
CLEVIS HANGER
INSULATION SHIELD FOR
ALL INSULATED PIPING
* 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. *
INSULATION SHIELD FOR
ALL INSULATED PIPING
* 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
INSULATION INSERT FOR
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
E
D
C
B
A
1 2 3 4 5 6 7 8
M
MN
Check:
Drawn:
Date:
Comm:
License Number:
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
Scale:
Date
NOT TO SCALE
2/1
0/2
02
0 6
:28: 3
7 P
M
C:\
Use
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21
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Bus G
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Me
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cen
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bm
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wold
ae.c
om
.rvt
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
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9221
6 B
us G
ara
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Con
vers
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\05_M
EC
H\R
evi
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216
Oro
no B
us G
ara
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ech
(cen
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l).r
vt
ORONO PUBLICSCHOOLS
ORONO BUSGARAGECONVERSION
M7.00
MECHANICALDETAILS
685 N. Old Crystal Bay Road, LongLake, Minnesota 55356
2687 Wayzata BoulevardLong Lake, Minnesota 55356
BMM
JMF
02/07/20
182216
MINNESOTA
02/07/20MIKE FREEMAN
50353
PROFESSIONAL ENGINEER
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
Description Date Num
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:
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
Scale:
Date
NOT TO SCALE
2/1
0/2
02
0 6
:28: 3
9 P
M
C:\
Use
rs\b
me
iste
r\D
ocum
en
ts\1
92
21
6 O
rono
Bus G
ara
ge
Me
ch (
cen
tra
l)_
bm
eis
ter@
wold
ae.c
om
.rvt
Cen
tral:
\\W
ae-s
rv-m
n.w
old
ae.c
om
\StP
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ORONO PUBLICSCHOOLS
ORONO BUSGARAGECONVERSION
M8.00
MECHANICALSCHEDULES
685 N. Old Crystal Bay Road, LongLake, Minnesota 55356
2687 Wayzata BoulevardLong Lake, Minnesota 55356
BMM
JMF
02/07/20
182216
MINNESOTA
02/07/20MIKE FREEMAN
50353
PROFESSIONAL ENGINEER
Revisions
Description Date Num
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
E
MN
Check:
Drawn:
Date:
Comm:
License Number:
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
Scale:
Date
2/1
0/2
02
0 4
:06: 4
2 P
M
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ORONO PUBLIC
SCHOOLS ISD #278
ORONO BUS
GARAGE
CONVERSION
E0.00
ELECTRICAL
SYMBOLS AND
ABBREVIATIONS
685 N. Old Crystal Bay Road,Long Lake, Minnesota 55356
2687 Wayzata BoulevardLong Lake, Minnesota 55356
SS/SC
FX
02/07/2020
192216
MINNESOTA
02/07/2020BRADLEY R. JOHANNSEN
43936
PROFESSIONAL ENGINEER
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
Description Date Num
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
MN
NorthCheck:
Drawn:
Date:
Comm:
License Number:
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
Scale:
Date
2/1
0/2
02
0 4
:06: 4
3 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
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9221
6 B
us G
ara
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Con
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ion
\06_E
LE
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rvt
ORONO PUBLIC
SCHOOLS ISD #278
ORONO BUS
GARAGE
CONVERSION
E0.11
MAIN LEVEL
DEMOLITION
PLAN
685 N. Old Crystal Bay Road,Long Lake, Minnesota 55356
2687 Wayzata BoulevardLong Lake, Minnesota 55356
SS/SC
FX
02/07/2020
192216
MINNESOTA
02/07/2020BRADLEY R. JOHANNSEN
43936
PROFESSIONAL ENGINEER
1/8" = 1'-0"
MAIN LEVEL ELECTRICAL DEMOLITION PLANF4
Revisions
Description Date Num
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
NorthCheck:
Drawn:
Date:
Comm:
License Number:
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
Scale:
Date
2/1
0/2
02
0 4
:06: 4
3 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
ge_
Ele
c_
Cen
tral(
Re
vit
201
9).
rvt
ORONO PUBLIC
SCHOOLS ISD #278
ORONO BUS
GARAGE
CONVERSION
E0.21
UPPER LEVEL
DEMOLITION
PLAN
685 N. Old Crystal Bay Road,Long Lake, Minnesota 55356
2687 Wayzata BoulevardLong Lake, Minnesota 55356
SS/SC
FX
02/07/2020
192216
MINNESOTA
02/07/2020BRADLEY R. JOHANNSEN
43936
PROFESSIONAL ENGINEER
1/8" = 1'-0"
UPPER LEVEL ELECTRICAL DEMOLITION PLANF4
Revisions
Description Date Num
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:
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
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
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
ge_
Ele
c_
Cen
tral(
Re
vit
201
9).
rvt
ORONO PUBLIC
SCHOOLS ISD #278
ORONO BUS
GARAGE
CONVERSION
E1.11
MAIN LEVEL
LIGHTING PLAN
685 N. Old Crystal Bay Road,Long Lake, Minnesota 55356
2687 Wayzata BoulevardLong Lake, Minnesota 55356
SS/SC
FX
02/07/2020
192216
MINNESOTA
02/07/2020BRADLEY R. JOHANNSEN
43936
PROFESSIONAL ENGINEER
1/8" = 1'-0"
MAIN LEVEL LIGHTING PLANF3
Revisions
Description Date Num
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.
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
F
E
D
C
B
A
1 2 3 4 5 6 7 8
E
MN
NorthCheck:
Drawn:
Date:
Comm:
License Number:
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
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
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
ge_
Ele
c_
Cen
tral(
Re
vit
201
9).
rvt
ORONO PUBLIC
SCHOOLS ISD #278
ORONO BUS
GARAGE
CONVERSION
E1.21
UPPER LEVEL
LIGHTING PLAN
685 N. Old Crystal Bay Road,Long Lake, Minnesota 55356
2687 Wayzata BoulevardLong Lake, Minnesota 55356
SS/SC
FX
02/07/2020
192216
MINNESOTA
02/07/2020BRADLEY R. JOHANNSEN
43936
PROFESSIONAL ENGINEER
1/8" = 1'-0"
UPPER LEVEL LIGHTING PLANF3
NO LIGHTING WORK SCOPE FOR UPPER LEVEL. SHEET SHOWN REFERENCE ONLY.
Revisions
Description Date Num
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.
8. PROVIDE 20A/1P BREAKER IN PANEL PP-L3 SPACE #23 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.
14. 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
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:
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
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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ara
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c_C
en
tra
l(R
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01
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fxio
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DQ
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1/8" = 1'-0"
Cen
tral:
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9221
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ORONO PUBLIC
SCHOOLS ISD #278
ORONO BUS
GARAGE
CONVERSION
E2.11
MAIN LEVEL
POWER &
SYSTEMS PLAN
685 N. Old Crystal Bay Road,Long Lake, Minnesota 55356
2687 Wayzata BoulevardLong Lake, Minnesota 55356
SS/SC
FX
02/07/2020
192216
MINNESOTA
02/07/2020BRADLEY R. JOHANNSEN
43936
PROFESSIONAL ENGINEER
1/8" = 1'-0"
MAIN LEVEL POWER & SYSTEMS PLANF3
Revisions
Description Date Num
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.
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.
8. PROVIDE 20A/1P BREAKER IN PANEL PP-L3 SPACE #23 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.
14. 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
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:
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
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
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DQ
7LZ
.rvt
1/8" = 1'-0"
Cen
tral:
\\W
ae-s
rv-m
n.w
old
ae.c
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\StP
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l\IS
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8\O
ron
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9221
6 B
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Con
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\06_E
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ORONO PUBLIC
SCHOOLS ISD #278
ORONO BUS
GARAGE
CONVERSION
E2.21
UPPER LEVEL
POWER &
SYSTEMS PLAN
685 N. Old Crystal Bay Road,Long Lake, Minnesota 55356
2687 Wayzata BoulevardLong Lake, Minnesota 55356
SS/SC
FX
02/07/2020
192216
MINNESOTA
02/07/2020BRADLEY R. JOHANNSEN
43936
PROFESSIONAL ENGINEER
1/8" = 1'-0"
UPPER LEVEL POWER & SYSTEMS PLANF4
Revisions
Description Date Num
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
C
B
A
1 2 3 4 5 6 7 8
E
MN
Check:
Drawn:
Date:
Comm:
License Number:
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
Scale:
Date
2/1
0/2
02
0 4
:06: 4
6 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
As indicated
Cen
tral:
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n.w
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\StP
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l\IS
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8\O
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9221
6 B
us G
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Con
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ion
\06_E
LE
C\R
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t\B
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Ele
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Cen
tral(
Re
vit
201
9).
rvt
ORONO PUBLIC
SCHOOLS ISD #278
ORONO BUS
GARAGE
CONVERSION
E5.00
ELECTRICAL
RISER DIAGRAM
AND DETAILS
685 N. Old Crystal Bay Road,Long Lake, Minnesota 55356
2687 Wayzata BoulevardLong Lake, Minnesota 55356
SS/SC
FX
02/07/2020
192216
MINNESOTA
02/07/2020BRADLEY R. JOHANNSEN
43936
PROFESSIONAL ENGINEER
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
Description Date Num