1003 - Detroit · 2019-05-14 · 1 stair framing configuration in cast-in-place floor framing...
Transcript of 1003 - Detroit · 2019-05-14 · 1 stair framing configuration in cast-in-place floor framing...
1STAIR FRAMING CONFIGURATION
IN CAST-IN-PLACE FLOOR
FRAMING CONFIGURATION SHOWN IS THE MINIMUM REQUIRED.
SEE ARCHITECTURAL DRAWINGS FOR SPECIFIC GEOMETRY.
AND CONFIGURATION OF STAIR FRAMING.
REFER TO GENERAL NOTES FOR ADDITIONAL REQUIREMENTS
REGARDING STAIR DESIGN.
INTERMEDIATE LANDING
BY STAIR MANUFACTURER
HANGERS/POSTS AT INTERMEDIATE
LANDINGS; SEE ARCHITECTURAL
DRAWINGS FOR PERMITTED LOCATIONS
STAIR STRINGERS BY
STAIR MANUFACTURER
INTERMEDIATE
LANDING FRAMING
MEMBERS BY STAIR
MANUFACTURER
-
-
-
MAIN LANDING;
SEE ARCH. DWGS.
STAIR HANGER CONNECTION
BELOW SLAB2
3-#3 @4"
PL 3/4"x12"x12" w/
(4) 3/4" DIA. x 5" LG
HEADED STUDS @ 6" E.W.
STAIR HANGER &
CONNECTION PL
DESIGNED BY STAIR MFR.
3-#4x36" @ EMBED
WELDS DESIGNED
BY STAIR MFR.
CONT. TOP & BOTTOM
EDGE REINF., SEE
FRAMING PLAN
SEE GENERAL NOTES FOR ADDITIONAL
STAIR DESIGN REQUIREMENTS.
1'-0"
6.0k MAX PERMITTED SERVICE
LOAD CAPACITY
10#
7T
11#7TT
12#
7T
12#7TT 12#6TT
13#
6T
12#7TT
10#
7T
12#7TT
10#
7T
10#
7T
11#7TT
10#
7T
11#7TT
10#
7T
11#7TT
12#6TT
13#
6T
#5@
18"T
16#6BB
#5@
18"T
#5@
18"T
6#5BB
#5@
18"T
6#5BB
#5@18"TT12#
5B
#5@18"TT
12#
5B
5#
5B
5#5BB#5@18"TT
#5@18"TT
#5@18"TT
#5@18"TT
#5@
18"T
#5@
18"T
TWO-WAY SLAB NOTATION3
SEE ..... FOR LENGTHS & PLACEMENT OF REINFFORCING STEEL.
INSTALL MIDDLE STRIP TOP STEEL ACROSS FULL WIDTH OF MIDDLE STRIPS. MIDDLE STRIPS ARE THE ZONES
TOP OF "BB" BARS; "T" BARS=TOP BARS PLACED BELOW "TT" BARS; "TT" BARS=TOPMOST TOP BARS
REINFORCING STEEL PLACING PRIORITY: "BB" BARS=BOTTOM BOTTOM BARS; "B" BARS=BOTTOM BARS PLACED ON
BAR QUANTITYBAR SIZE
BAR LOCATION-"T",
"TT", "B" OR "BB"
CENTERLINES;
NOTES #1 & 2 COLUMN STRIP
TOP REINF;
MIDDLE STRIP
TOP REINF;
NOTE #5ADD'L BOT BARS
IN MIDDLE STRIP;
NOTE #9
ADD'L BOT BARS
IN COLUMN STRIP;
NOTE #8
INSTALL COLUMN STRIP TOP STEEL OVER COLUMNS @ 6" O.C. SYMMETRICALLY ABOUT COLUMNS, UNO.
INSTALL COLUNM STRIP TOP STEEL PERPENDICULAR TO SLAB EDGES @ 4" O.C. SYMMETRICALLY ABOUT COLUMNS, UNO;
REINFORCING STEEL SHOWN IN THIS DETAIL IS DIAGRAMATIC; SEE PLANS FOR ACTUAL REQUIRED REINFORCING.
WHERE ADDITIONAL COLUMN STRIP BOTTOM BARS ARE SHOWN, INSTALL THOSE BARS @ 6" O.C. SYMMETRICAL
WHERE ADDITIONAL MIDDLE STRIP BOTTOM BARS ARE SHOWN, INSTALL THOSE BARS UNIFORMLY ACROSS
WIDTH OF MIDDLE STRIP. BARS TO EXTEND BETWEEN INTERSECTING COLUMN STRIP CENTERLINES AT EACH END.
1.
2.
3.
4.
5.
6.
7.
8.
9.
LAP SPLICE CONTINUOUS BOTTOM STEEL WHERE REQUIRED AT INTERSECTING COLUMN STRIP CENTERLINES
LAP SPLICE CONTINOUS TOP STEEL WHERE REQUIRED MIDWAY BETWEEN INTERSECTING COLUMN STRIP CENTERLINES
10.
11.
COLUMN STRIP
COLUMN STRIP WIDTH = WIDTH OF SLAB OVER WHICH COLUMN STRIP TOP BARS OCCUR (SEE NOTES 3&4).
NOTES #3 & 4
12.
NOTES:
#5@18" CONT E.W.
BOT, TYP
THROUGHOUT, UNO;
PLACE N-S BARS IN
"BB" POSITION
COLUMN STRIPS OCCUR BETWEEN ALL ADJACENT COLUMNS; COLUMN STRIP CENTERLINES ARE LOCATED
BETWEEN CENTERS OF ADJACENT COLUMNS. REINFORCING STEEL PLACING DRAWINGS SHALL SHOW
COLUMN STRIP CENTERLINES.
ABOUT THE COLUMN STRIP. BARS TO EXTEND BETWEEN INTERSECTING COLUMN STRIP CENTERLINES AT EACH END.
BETWEEN ADJACENT COLUMN STRIPS.
DIM. "A"
CLEAR SPAN L1
0.20xL
0.33xL
0.20xL0.20xL1 FOR REM)
0.33xL0.33xL1 (FOR 50%)
CLEAR SPAN L2
(SEE NOTE #4)
0.22xL1
CLEAR SPAN L1 CLEAR SPAN L2
0.22xL DIM "A"
CANTILEVER
SPAN Lc
0.22xL
TENSION LAP SPLICE
(SEE NOTE #4)
CANTILEVER
SPAN Lc
TENSION LAP SPLICE
"A" (SEE
"B" (SEE
NOTE #6)
NOTE #6)
"A" (SEE
"B" (SEE
NOTE #6)
NOTE #6)
SLAB T
HK
SLAB T
HK
TWO-WAY FLAT SLAB
BAR BENDING AND PLACING4
"TT" TOP BARS
"T" TOP BARS
WHERE Lc<0.2xL2: DIM "A" = 0.33xL2 FOR COLUMN STRIP & 0.22xL2 FOR MIDDLE STRIP;
WHERE Lc>0.2xL2: DIM "A" = 0.5xL2 OR 1.5xLc WHICHEVER IS GREATER
4.DIM "L" = DIM L1 OR L2 WHICHEVER IS LARGER3.SEE PLANS FOR SIZE, QUANTITY AND LOCATION (B, BB, T & TT) OF SLAB REINFORCING STEEL2.BAR LENGTHS FOR "TT" BARS AND "BB" BARS SHOWN; DETAIL SIMILAR FOR "T" BARS AND "B" BARS1.NOTES:
STAGGER ALTERNATING
TOP BARS AS SHOWN
EXTEND BOTTOM REINF.
FROM ADJACENT SPAN
TO END OF CANTILEVER
COLUMN STRIP
MIDDLE STRIP
EXTEND BOTTOM REINF.
FROM ADJACENT SPAN
TO END OF CANTILEVER
COL (BEYOND)
"BB" BOT BARS
"B" BOT BARS
"BB" BOT BARS
"B" BOT BARS
"TT" TOP BARS
"T" TOP BARS
COLUMN
5.
6. DIM "A": 3/4" CLR, TYP, UNO; 2" CLR @ PARKING DECKS, LOADING DOCKS & SLABS EXPOSED TO WEATHER
DIM "B": 3/4" CLR, TYP, UNO; 1" CLR @ PARKING DECKS, LOADING DOCKS & SLABS EXPOSED TO WEATHER
WHERE SPLICES ARE REQUIRED IN BOT. REINF., SPLICE AT INTERSECTING COLUMN LINES.
INSTALL TWO BARS (MIN.) E.W., T&B CONTINOUS
THROUGH THE COLUMN CORE @ ALL COLUMNS
EXTEND T&B REINF. TO EDGE OF SLAB; HOOK
ENDS OF TOP BARS TERMINATING
PERPENDICULAR TO SLAB EDGES INCLUDING
SLAB EDGES AT SLAB OPENINGS
7. REINFORCING STEEL PLACING DRAWINGS SHALL INDICATE DIMENSIONED LOCATIONS OF ENDS OF STAGGERED TOP BARS
STAGGER TOP BARS; SEE NOTE #7
STEP IN SLAB5
"A"
"T"
"A"
"T"
2'-0"
1.
2.
NOTES:
#5 @12"
"A"≥ "T""A" < "T"
BOTTOM REINF.
TOP REINF.2 x TENSION
8 x "A" OR 4'-0" MIN.
FABRICATE TOP REINFORCING STEEL AT STEPS IN SLABS AS SHOWN PER THIS DETAIL EVEN WHERE
FRAMING PLANS INDICATE SINGLE STRAIGHT REINFORCING BARS OCCURING THROUGH THE STEPS.THE NUMBER OF BARS INDICATED ON FRAMING PLANS INDICATES THE QUANTITY OF BARS
OCCURRING ON EACH SIDE OF THE STEP.
LAP SPLICE
2 x TENSION
LAP SPLICE SOFFIT WIDTH DIMENSIONS SHOWN ON FRAMING
PLANS SUPERCEDE DIMENSIONS SHOWN IN THIS DETAIL
*NOTE:*(UNO)
*(UNO)
ROUGH
JOINT
U.N.O.
#5@12" HEF
U.N.O.
WHERE BEAMS ARE INDICATED, THE REINFORCING AND DIMENSIONS SHOWN ON THE BEAM
SCHEDULE SUPERCEDE THIS DETAIL.
3.
BEAM (WHERE
INDICATED);
SEE NOTE #3
STUDRAIL REINFORCING6
3/4" CLR
STUDRAIL HT
3/4" CLR
STUD RAIL SCHEDULE
MARK*
SR1 A
- - -
- - -
- - -
- - -
- - -
- - -
- - -
- - -
# OF STUDS
PER RAIL
STUD RAIL LAYOUT TYPES
12
REMARKSTYPE
-
-
-
-
-
-
-
-
XXXX A B C D E F
G H I J K L
M N O P Q R
2" @ SLAB EDGES
EQ. EQ.
ALIGN EDGES OF STUD RAILS
w/ EDGE OF COLUMN, U.N.O.
COLUMN
SLAB
1 1/2" TO FIRST STUD
STUDRAIL SPACING
SEE FRAMING PLANS FOR STUDRAIL LOCATIONS
STUDRAIL SHEAR REINFORCING: ASTM A1044 SHEAR REINFORCEMENT
STUDRAIL DIAMETER: 1/2"
YIELD STRENGTH: 51KSI (MIN.)
BASE RAIL
AS MANUFACTURED BY DECON ("STUDRAILS") OR PEIKKO ("DSA
NOTES:
1.
2.
3.
4.
SR1
*STUDRAIL MARK INDICATED ON
FRAMING PLANS THUS,
SEE SCHED
EDGE EDGE
EDGE EDGE EDGE EDGE
ED
GE
ED
GE
ED
GE
ED
GE
ED
GE
ED
GE
ED
GE
ED
GE
ED
GE
ED
GE
ED
GE
2 1/2"
-
-
-
-
-
-
-
-
SPACING
REINFORCEMENT SYSTEM") OR APPROVED EQUAL.
STUDRAILS SHALL BE FABRICATED IN A SINGLE PIECE ("PIGGY BACKING"6.
OF STUDS IS NOT PERMITTED.)
1/2" DIA. STUDRAIL
SHEAR REINFORCING
NAIL STUDRAILS TO THE FORMWORK WITH THE BASE RAIL7.
ON THE BOTTOM OF SLAB AS SHOWN. FASTEN WITH STAINLESS STEEL NAILS.
N
Copyright © 2018 by The Harman Group, Inc.All rights reserved.
2827 JOHN R STREET
DETROIT MI 48201
1003
OOMBRA ARCHITECTS, LLC.PHILADELPHIA, PAWWW.OOMBRA.COM215.948.2564
OOMBRA PROJECT #
OWNER
BRUSH PARK PROPERTIES, LLC79 ALFRED STREETDETROIT, MICHIGAN 48201313.578.1200
ARCHITECT
OOMBRA ARCHITECTS, LLC.PHILADELPHIA, PAWWW.OOMBRA.COM215.948.2564
STRUCTURAL ENGINEER
THE HARMAN GROUP, INC.900 WEST VALLEY FORGE ROADSUITE 200KING OF PRUSSIA, PA 19406610.337.3360
LANDSCAPE & CIVIL ENGINEER
PEA INC.45 WEST GRAND RIVER AVESUITE 501DETROIT, MI 48226313.769.5770
MEP ENGINEER
STRATEGIC ENERGY SOLUTIONS, INC.4000 WEST ELEVEN MILE ROADBERKLEY, MI 48072248.399.1900
TRUE NORTH
THG PROJECT #:
4/20
/201
8 5:
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TYPICAL DETAILS
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REINFORCING STEEL TENSION LAP SPLICE LENGTHS
NOTES:
SPLICE LENGTHS SHOWN ARE FOR SPLICES OCCURRING
UNDER THE FOLLOWING CONDITIONS:
- GRADE 60 REINFORCING STEEL
- NORMAL WEIGHT CONCRETE
- MINIMUM BAR SPACING REQUIREMENTS:
- CLEAR SPACING BETWEEN BARS AT SPLICE LOCATION IS GREATER THAN OR
EQUAL TO BAR DIAMETER AND CLEAR COVER TO BARS IS GREATER THAN OR
EQUAL TO BAR DIAMETER AND TIES OR STIRRUPS OCCURRING PER CODE
SPACING WITHIN LENGTH OF SPLICE
OR
- CLEAR SPACING BETWEEN BARS AT SPLICE GREATER THAN OR EQUAL TO 2 x
BAR DIAMETER AND CLEAR COVER GREATER THAN OR EQUAL TO BAR DIAMETER
INDICATED SPLICE LENGTHS SHALL BE INCREASED BY THE FOLLOWING FACTORS
WHERE THE FOLLOWING CONDITIONS OCCUR:
(WHERE MULTIPLE CONDITIONS OCCUR, APPLY EACH OF THE
APPLICABLE FACTORS TO THE BASIC TENSION LAP SPICE
LENGTHS TO OBTAIN REQUIRED LAP SPLICE LENGTH.)
"TOP BARS" ARE HORIZONTAL BARS PLACED SUCH THAT MORE THAN
12" OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE SPLICE.
LAP SPLICE LENGTHS INDICATED IN THIS TABLE ARE FOR CLASS "B" TENSION LAP SPLICES;
ALL SPLICES SHALL BE MADE WITH CLASS "B" TENSION LAP SPLICES.
1.3LIGHTWEIGHT CONCRETE
1.5BAR SPACING OR CLEAR COVER LESSTHAN AS SPECIFIED IN NOTE #1
SPLICE LENGTH
MULTIPLIERCONDITION
1.
2.
3.
6'-6"7'-3"8'-4"OTHER BARS
8'-5"9'-5"10'-11"TOP BARS
#11
5'-10"6'-6"7'-6"OTHER BARS
7'-7"8'-6"9'-10"TOP BARS
#10
5'-2"5'-10"6'-8"OTHER BARS
6'-9"7'-6"8'-8"TOP BARS
#9
4'-7"5'-2"5'-11"OTHER BARS
6'-0"6'-8"7'-9"TOP BARS
#8
4'-0"4'-6"5'-2"OTHER BARS
5'-3"5'-10"6'-9"TOP BARS
#7
2'-9"3'-1"3'-7"OTHER BARS
3'-7"4'-0"4'-8"TOP BARS
#6
2'-4"2'-7"3'-0"OTHER BARS
3'-0"3'-4"3'-10"TOP BARS
#5
1'-10"2'-1"2'-4"OTHER BARS
2'-5"2'-8"3'-1"TOP BARS
#4
1'-5"1'-6"1'-9"OTHER BARS
1'-9"2'-0"2'-4"TOP BARS
#3
5 (ksi)4 (ksi)3 (ksi)
CONCRETE STRENGTHBAR SIZE
REINFORCING STEEL COMPRESSION
LAP SPLICE LENGTHS
THIS TABLE IS APPLICABLE FOR GRADE 60 REINFORCING
STEEL IN CONCRETE WITH 3000 PSI OR HIGHER STRENGTH
3'-6"#11
3'-2"#10
2'-10"#9
2'-6"#8
2'-2"#7
1'-11"#6
1'-7"#5
1'-3"#4
1'-0"#3
SPLICE LENGTHBAR SIZE
TENSION LAP SPLICE LENGTHS FOR COLUMN
VERTICAL REINFORCING STEEL
2'-11"3'-1"3'-3"3'-7"3'-11"4'-4"#11
2'-5"2'-9"3'-0"3'-2"3'-6"3'-11"#10
2'-4"2'-6"2'-8"2'-10"3'-1"3'-6"#9
2'-1"2'-2"2'-4"2'-6"2'-9"3'-1"#8
1'-10"1'-11"2'-0"2'-2"2'-5"2'-8"#7
1'-4"1'-4"1'-5"1'-6"1'-8"1'-10"#6
1'-4"1'-4"1'-4"1'-4"1'-5"1'-7"#5
9 (ksi)8 (ksi)7 (ksi)6 (ksi)5 (ksi)4 (ksi)
CONCRETE STRENGTHBAR SIZE
LAP SPLICE LENGTHS SHOWN ARE APPLICABLE WHEN CENTER TO CENTER SPACING OF
ALL ADJACENT VERTICAL BARS WITHIN THE COLUMN LAP SPLICE LENGTH ARE NO CLOSER
THAN 5"; OTHERWISE INCREASE LAP SPLICE LENGTHS SHOWN BY A FACTOR OF 1.67
3'-9"4'-0"4'-3"4'-8"5'-1"5'-7"#11
3'-0"3'-2"3'-6"3'-8"4'-1"4'-6"#10
2'-6"2'-8"2'-10"3'-0"3'-4"3'-9"#9
2'-1"2'-2"2'-4"2'-6"2'-9"3'-1"#8
1'-10"1'-11"2'-0"2'-2"2'-5"2'-8"#7
1'-4"1'-4"1'-5"1'-6"1'-8"1'-10"#6
1'-4"1'-4"1'-4"1'-4"1'-5"1'-7"#5
9 (ksi)8 (ksi)7 (ksi)6 (ksi)5 (ksi)4 (ksi)
CONCRETE STRENGTHBAR SIZE
N
Copyright © 2018 by The Harman Group, Inc.All rights reserved.
2827 JOHN R STREET
DETROIT MI 48201
1003
OOMBRA ARCHITECTS, LLC.PHILADELPHIA, PAWWW.OOMBRA.COM215.948.2564
OOMBRA PROJECT #
OWNER
BRUSH PARK PROPERTIES, LLC79 ALFRED STREETDETROIT, MICHIGAN 48201313.578.1200
ARCHITECT
OOMBRA ARCHITECTS, LLC.PHILADELPHIA, PAWWW.OOMBRA.COM215.948.2564
STRUCTURAL ENGINEER
THE HARMAN GROUP, INC.900 WEST VALLEY FORGE ROADSUITE 200KING OF PRUSSIA, PA 19406610.337.3360
LANDSCAPE & CIVIL ENGINEER
PEA INC.45 WEST GRAND RIVER AVESUITE 501DETROIT, MI 48226313.769.5770
MEP ENGINEER
STRATEGIC ENERGY SOLUTIONS, INC.4000 WEST ELEVEN MILE ROADBERKLEY, MI 48072248.399.1900
TRUE NORTH
THG PROJECT #:
4/20
/201
8 5:
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3 PM
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SCALE: 1/2" = 1'-0"
TYPICAL DETAILS
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ELEVATOR GUIDE RAIL BRACE1
WEDGE BOLTS @ 6"O.C.
(2)-5/8" DIA. x 6"
x 4" STUDS @ 6" O.C.
3/8" PL. W/ (2)-3/4" DIA.
TYP
TYP
EQ
.
COORDINATE LOCATIONS WHERE THIS DETAIL
ELEVATOR PIT
IS REQUIRED WITH THE ELEVATOR MFR.
PIT WALL
STEEL SHIMS
3/8" PL.
GUIDE RAIL
ELEVATOR
(2)-3/4" DIA. BOLTS THROUGH 2 1/2" LG. VERT.
SLOTTED HOLES; HAND TIGHTEN AND TACK WELD NUT,
ALIGN TO PERMIT ±3/4" DIFFERENTIAL MOVEMENT.
WT5x27
L6x4x3/8 LLV
1/4 EQ
.
1/4
3/8" PL
GUIDERAIL CONNECTIONS
PER ELEVATOR MFR.
MAX. SPACING BETWEEN
ELEVATOR GUIDE RAIL BRACE
BETWEEN ADJACENT ELEVATORS2
1/2" PL. W/ (4)-
3/4"DIA. x 6" HEADED
STUDS, TYP., E.E.
HORIZ. HSS SEPARATOR 4'-0"
MAX.
PERM
ITTED
FOR SIZE.
L5x5x1/2 x 0'-8"
BEAM; SEE PLANS
B.S., TYP., E.E.
WELD 3
SIDES 5/16 4'-0"
MAX.
PERM
ITTED
GUIDE RAIL
ELEVATOR
(5/16)
CONNECTIONS PER
SPACING OF GUIDERAIL
ELEVATOR MFR.
HORIZ HSS's.
5/16
TYP
TYP
VERT. HSS's SAME SIZE AS
3/16" PL; WELD TO
TOP OF HSS
SILL AT ELEVATOR DOOR3
ELEVATOR MFR.
2-8
(SEE PLANS FOR OTHER SLAB REINF NOT SHOWN)
CONT 3/8" PL W/
STUDS @ 12"O.C.1/2" DIA. x 4"LG HEADED 2-#4 CONT
DIMS PER
PL OR ANGLECONT 3/8" BENT
SLAB
#3@12"1'-6"
3/16
SILL AT FREIGHT ELEVATOR DOOR4
(SEE PLANS FOR OTHER SLAB REINF NOT SHOWN)
1/2" THK BENT PL W/1/2" DIA. x 4"LG HEADED
STUDS @ 12" O.C. (STAGGER)
#4 CONT#4x3'-0"@12" TOP
8"
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Copyright © 2018 by The Harman Group, Inc.All rights reserved.
2827 JOHN R STREET
DETROIT MI 48201
1003
OOMBRA ARCHITECTS, LLC.PHILADELPHIA, PAWWW.OOMBRA.COM215.948.2564
OOMBRA PROJECT #
OWNER
BRUSH PARK PROPERTIES, LLC79 ALFRED STREETDETROIT, MICHIGAN 48201313.578.1200
ARCHITECT
OOMBRA ARCHITECTS, LLC.PHILADELPHIA, PAWWW.OOMBRA.COM215.948.2564
STRUCTURAL ENGINEER
THE HARMAN GROUP, INC.900 WEST VALLEY FORGE ROADSUITE 200KING OF PRUSSIA, PA 19406610.337.3360
LANDSCAPE & CIVIL ENGINEER
PEA INC.45 WEST GRAND RIVER AVESUITE 501DETROIT, MI 48226313.769.5770
MEP ENGINEER
STRATEGIC ENERGY SOLUTIONS, INC.4000 WEST ELEVEN MILE ROADBERKLEY, MI 48072248.399.1900
TRUE NORTH
THG PROJECT #:
4/20
/201
8 5:
22:4
8 PM
D:\2
018
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it W
orks
et\2
1803
2 - J
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1803
2_18
.rvt
SCALE: 3/4" = 1'-0"
TYPICAL DETAILS
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1COLUMN CONNECTION
TO FOUNDATION
TOP OF SUPPORTINGFOUNDATION CONCRETE
PRECASTCOLUMN
GROUT ANCHOR RODPOCKETS SOLID W/
NON-SHRINK GROUT
3 1/2" NON-SHRINK GROUT
ANCHOR RODS
CONNECTIONDESIGNED BY
PRECAST MFR.
SHIMS
2PRECAST WALL CONNECTION
TO FOUNDATION
TOP OF SUPPORTINGFOUNDATION CONCRETE
1" NON-SHRINKGROUT
PRECAST WALL
SHIMS
CONNECTIONDESIGNED BY
PRECAST MFR.
DOWELS INTO FOUNDATION
AS REQUIRED BY PRECAST
MFR.
WALL REINF. AS REQD.
BY PRECAST MFR.
3PRECAST WALL TO
WALL CONNECTION
3/4" NON-SHRINKGROUT
CONNECTIONDESIGNED BY
PRECAST MFR.
WALL REINF. AS REQD.
BY PRECAST MFR.PRECAST WALL
SHIMS
4TEE TO WALL CONNECTION
1"CLR.
DO
UBLE T
EE D
EPTH
1'-0"
MIN
.
8"MIN.
BEARING PL.
BEARING PAD
DOUBLE TEE
CORBEL
3"
7"
PRECAST CURB
SEALANT
1/2" SHIM
& BED OF
SEALANT
1/4"
FIELD-WELDED TEE-
TO-WALL CONNECTION
DESIGNED BY PRECAST
MFR.
PRECASTWALL PANEL
5TEE TO SPANDREL CONNECTION
10" 1"
3" 1"
7"
DO
UBLE T
EE D
EPTH
DOUBLE TEE
1/2
"
COVE
SEALANT
JOINT
BEARING PL.
BEARING PAD
1'-1"
FIELD-WELDED TEE-
TO-SPANDREL CONN.
DESIGNED BY PRECAST
MFR.
SPANDREL
BEAM
BACKER ROD
1" 2'-0"
6TEE TO GIRDER CONNECTION
CONNECTION PL.
EMBEDS
BEARINGPLATE
11 5
/8"
GIR
DER D
EPTH
DO
UBLE T
EE D
EPTH
EMBEDS
PLAN VIEW
3"
2"
6'-0"
TOOLED
SEALANT JOINTS
BEARINGPAD
GIRDER DOUBLE TEE
FIELD-WELDED TEE-TO-GIRDER
CONNECTION DESIGNED
BY PRECAST MFR.
8"
7TEE FLANGE TO PARALLEL
SPANDREL CONNECTION
4"
DOUBLE TEE
FLANGE
COVE SEALANT JOINT
BACKER ROD
1" JOINT
FIELD-WELDED TEE-
TO-SPANDREL CONN.
DESIGNED BY PRECAST
MFR.
SPANDREL
8TEE FLANGE TO PARALLEL
WALL CONNECTION
4"
DOUBLE TEE
FLANGE
COVE SEALANT JOINT
BACKER ROD
WALL1" JOINT
FIELD-WELDED TEE-
TO-WALL CONNECTION
DESIGNED BY PRECAST
MFR.
9TEE TO TEE JOINT
(BETWEEN CAMBER CLIPS)
SEALANT JOINTDOUBLE TEE
FLANGE
1/4"
4"
3/4" MIN. TO
1 1/4" MAX.
MIN.
TEE TO TEE CAMBER CLIP /
SHEAR TIE CONNECTION10
(PRETOPPED TEES)
INSTALL (7) CONNECTIONS @ 4'-0" O.C. IN MIDDLE OF SPAN;
INSTALL CONNECTIONS @ 8'-0" O.C. FOR REMAINDER OF SPAN.
1/4"
4"
5"
SEALANT JOINTDOUBLE TEE
FLANGE
1 1/4"1/8" RADIUS, TYP.
1"
CONNECTION DESIGNED
BY PRECAST MFR.
MIN.
11SPANDREL CONNECTION
TO COLUMN
1'-4"
2'-8"
6"
1 1
/2"
6"
1/2"
2" MAX.
10"
6"
BEARING PADS
SPANDREL BEAM
BEARING PAD
COLUMN
CAP
EDGE COLUMN
CORNER COLUMNCONNECTIONDESIGNED BY
PRECAST MFR.
RAMP WASH12
EQ.EQ.
DIM "A" (VARIES)
#4x4'-0"@12" BOT.; OMIT
WHERE DIM. "A" < 4'-0"
CAST-IN-PLACE WASH;SEE PLANS FOR DIMS.
& T.O.C. ELEVATIONS
2"
6-#5 CONT.
THIS DETAIL IS APPLICABLE AT BOTTOM OF RAMPS.
TOOLED
SEALANT
JOINTS, TYP.
N
Copyright © 2018 by The Harman Group, Inc.All rights reserved.
2827 JOHN R STREET
DETROIT MI 48201
1003
OOMBRA ARCHITECTS, LLC.PHILADELPHIA, PAWWW.OOMBRA.COM215.948.2564
OOMBRA PROJECT #
OWNER
BRUSH PARK PROPERTIES, LLC79 ALFRED STREETDETROIT, MICHIGAN 48201313.578.1200
ARCHITECT
OOMBRA ARCHITECTS, LLC.PHILADELPHIA, PAWWW.OOMBRA.COM215.948.2564
STRUCTURAL ENGINEER
THE HARMAN GROUP, INC.900 WEST VALLEY FORGE ROADSUITE 200KING OF PRUSSIA, PA 19406610.337.3360
LANDSCAPE & CIVIL ENGINEER
PEA INC.45 WEST GRAND RIVER AVESUITE 501DETROIT, MI 48226313.769.5770
MEP ENGINEER
STRATEGIC ENERGY SOLUTIONS, INC.4000 WEST ELEVEN MILE ROADBERKLEY, MI 48072248.399.1900
TRUE NORTH
THG PROJECT #:
4/20
/201
8 5:
22:5
3 PM
D:\2
018
Rev
it W
orks
et\2
1803
2 - J
ohn
R\T
HG
-S-2
1803
2_18
.rvt
SCALE: 3/4" = 1'-0"
TYPICAL DETAILS
04
/20/2
018
- B
UIL
DIN
G S
YS
TE
M S
CH
EM
AT
IC D
ES
IGN
- N
OT
FO
R C
ON
ST
RU
CT
ION
S208
218032.00
DRAWING ISSUE DATE
1LIGHT WALL ELEVATION
2'-0"
OPEN
ING
HEIG
HT
2'-0"
PAN
EL H
EIG
HT =
FLO
OR T
O F
LO
OR H
EIG
HT
1'-6"
EQ. EQ.
INSTALL CLOSURE PL's AT
ENDS OF TEES ADJACENT
TO CHAIN LINK FENCING
PRECAST
DOUBLE TEE HAUNCH
PRECAST LIGHT
WALL PANEL
4'-6" OPENING 1'-6"
2'-0" 5'-0" OPENING 2'-0"
FOR 12'-0" TEES
FOR 15'-0" TEES
PREFABRICATED
CHAIN LINK
SCREEN PANEL
SEE WALL ELEVATIONS
FOR LIGHT WALL PANEL
CONFIGURATIONS
PRECAST CONCRETE STAIR2
CORBEL
CORBEL
INTERMEDIATE
LANDING STAIRS
NOTES:
PRECAST WALL
OR SPANDREL
PRECAST WALL
OR SPANDREL LANDING
SLABS
THIS DETAIL ILLUSTRATES GENERAL LAYOUT OF STAIR FRAMING;
DETERMINATION OF EXACT FRAMING CONFIGURATION IS THE
RESPONSIBILITY OF THE PRECAST MANUFACTURER'S ENGINEER
SEE ARCHITECTURAL DRAWINGS FOR CONFIGURATION AND
DIMENSIONS OF STAIRS.
1.
2.
3STAIR TO LANDING
CONNECTIONS
CONNECTIONS DESIGNED
BY PRECAST MFR.
PRECAST
LANDING
TOOLED JOINT
W/ SEALANT PRECAST
LANDING
4STAIR LANDING TO WALL
CONNECTION
6" MIN.
3/4"
8"
MIN
.
FIELD WELDED
CONN. DESIGNED
BY PRECAST MFR.
COVE SEALANT
JOINT
SHIMS
3/4" NON-SHRINK
GROUT
WALL
STAIR LANDING
STAIR CONNECTION TO FLOOR5
3'-0"
1'-0"
3/4" THEADED ROD;
GROUT INTO SLEEVE
#4@12" V.E.F.
3/4" JOINT;GROUT SOLID
2"ø x 6" SLEEVE
#4@12" H.E.F.
SLAB-ON-GRADE
KOROLATH SHIMS, E.E.
3/4"ø THREADED INSERT
N
Copyright © 2018 by The Harman Group, Inc.All rights reserved.
2827 JOHN R STREET
DETROIT MI 48201
1003
OOMBRA ARCHITECTS, LLC.PHILADELPHIA, PAWWW.OOMBRA.COM215.948.2564
OOMBRA PROJECT #
OWNER
BRUSH PARK PROPERTIES, LLC79 ALFRED STREETDETROIT, MICHIGAN 48201313.578.1200
ARCHITECT
OOMBRA ARCHITECTS, LLC.PHILADELPHIA, PAWWW.OOMBRA.COM215.948.2564
STRUCTURAL ENGINEER
THE HARMAN GROUP, INC.900 WEST VALLEY FORGE ROADSUITE 200KING OF PRUSSIA, PA 19406610.337.3360
LANDSCAPE & CIVIL ENGINEER
PEA INC.45 WEST GRAND RIVER AVESUITE 501DETROIT, MI 48226313.769.5770
MEP ENGINEER
STRATEGIC ENERGY SOLUTIONS, INC.4000 WEST ELEVEN MILE ROADBERKLEY, MI 48072248.399.1900
TRUE NORTH
THG PROJECT #:
4/20
/201
8 5:
22:5
8 PM
D:\2
018
Rev
it W
orks
et\2
1803
2 - J
ohn
R\T
HG
-S-2
1803
2_18
.rvt
SCALE: 3/4" = 1'-0"
TYPICAL DETAILS
04
/20/2
018
- B
UIL
DIN
G S
YS
TE
M S
CH
EM
AT
IC D
ES
IGN
- N
OT
FO
R C
ON
ST
RU
CT
ION
S209
218032.00
DRAWING ISSUE DATE
BASE PLATE &ANCHOR RODDETAIL
BASE PLATE &ANCHOR RODDETAIL
-24' - 6" -24' - 6"
BASE PLATE BASE PLATE
-17' - 6" -17' - 6"
FACTORED COLLOAD
FACTORED COLLOAD
-10' - 0" -10' - 0"
Level 1 Level 1
0" 0"
Level 2 Level 2
16' - 0" 16' - 0"
Level 3 Level 3
26' - 6" 26' - 6"
Level 4 Level 4
37' - 0" 37' - 0"
Level 5 Level 5
48' - 0" 48' - 0"
Level 6 Level 6
53' - 0" 53' - 0"
Column
Locations A-1 A-2 A-3 A-4 B-1 B-2 B-3 B-4 C-1 C-2 C-3 C-4 C.8-1 C.8-2 C.8-3
C.8(4' -
5
7/8")-3
C.8-5.2 D-1.5 D-2
D(-7' -
10
5/8")-2
D-3 D-4 D-5 E-1.5 E-2 E-3 E-4 E-5
E(-4' -
10
3/8")-5
E(-4' -
10
7/8")-5(3'
- 8
3/8")
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12x12
X-#
X
N
Copyright © 2018 by The Harman Group, Inc.All rights reserved.
2827 JOHN R STREET
DETROIT MI 48201
1003
OOMBRA ARCHITECTS, LLC.PHILADELPHIA, PAWWW.OOMBRA.COM215.948.2564
OOMBRA PROJECT #
OWNER
BRUSH PARK PROPERTIES, LLC79 ALFRED STREETDETROIT, MICHIGAN 48201313.578.1200
ARCHITECT
OOMBRA ARCHITECTS, LLC.PHILADELPHIA, PAWWW.OOMBRA.COM215.948.2564
STRUCTURAL ENGINEER
THE HARMAN GROUP, INC.900 WEST VALLEY FORGE ROADSUITE 200KING OF PRUSSIA, PA 19406610.337.3360
LANDSCAPE & CIVIL ENGINEER
PEA INC.45 WEST GRAND RIVER AVESUITE 501DETROIT, MI 48226313.769.5770
MEP ENGINEER
STRATEGIC ENERGY SOLUTIONS, INC.4000 WEST ELEVEN MILE ROADBERKLEY, MI 48072248.399.1900
TRUE NORTH
THG PROJECT #:
4/20
/201
8 5:
23:0
4 PM
D:\2
018
Rev
it W
orks
et\2
1803
2 - J
ohn
R\T
HG
-S-2
1803
2_18
.rvt
SCALE: 1/8" = 1'-0"
COLUMN SCHEDULE
03
/30/2
018 -
PR
OG
RE
SS
IS
SU
E -
NO
T F
OR
CO
NS
TR
UC
TIO
N
S400
218032.00
__ COLUMN SCHEDULE
DRAWING ISSUE DATE
CW
HW
HWR
BHW
BCW
HW(140°F)
FOR
FOS
CHWR
CHWS
CD
CWR
CWS
G
GXHR
GXHS
CR
HHWR
HHWS
HPLR
HPLS
NPCW
DT
F
PCR
LPC
HPC
N
PSAN
RC
ORC
RL
RS
SAN
ST
STM
HPS
LPS
V
CA
VAC
O2
MA
PST
HGB
TW
M
BFP
WCO
CO
CO
S
H
T
CO2
M
R
R
D
D
HO HUB OUTLET
GAL GALLON
FFE FINISHED FLOOR ELEVATION
CIRC CIRCULATING
T & P TEMPERATURE AND PRESSURE
SP STATIC PRESSURE
SQUARE FOOT/SQUARE FEET
SERVICE SINK
SHOWER
SS
SqFt / SF
SH
POUNDS PER SQUARE INCH - GAUGEPSIG
REVOLUTIONS PER MINUTE
REDUCED PRESSURE ZONE
SUPPLY AIR
ROOF SUMP
RELIEF AIR
RETURN AIR
RPM
SA
RS
RPZ
REL.A
RA
POUNDS PER SQUARE INCH - ABSOLUTE
PRESSURE REDUCING VALVE
PRESSURE DROP (FEET OF WATER)
OPPOSED BLADE DAMPER
OPEN ENDED DUCT
OUTSIDE DIAMETER
ON CENTER / CENTER TO CENTER
OUTSIDE AIR
PD
PSIA
PRV
OBD
OED
OD
OC
OA
MANUAL AIR VENT
NOT IN CONTRACT
NORMALLY CLOSED
NOMINAL
NORMALLY OPEN
NOISE CRITERIA
MINIMUM
MISCELLANEOUS
MANHOLE
MANUFACTURER
MECHANICAL
NOM
NIC
N.C.
NO
NC
MAV
MIN
MISC
MFR
MECH
MH
1000 BRITISH THERMAL UNITS PER HOUR
POUNDS PER HOUR
LOCKED ROTOR AMPS
LEAVING WET BULB TEMPERATURE
LEAVING DRY BULB TEMPERATURE
MAXIMUM
LAVATORY
LEAVING AIR TEMPERATURE
INTERNAL STATIC PRESSURE
KILOWATT
INDIRECT WASTE
INCHES
INVERT
LRA
MAX
MBH
LWB
LDB
LBS/HR
LAV
ISP
INV
KW
LAT
IW
IN
WALL HYDRANT
WATER GAUGE
VENT THRU ROOF
WATER CLOSET
WET BULB TEMPERATURE
WASTE AND VENT
WG
WH
W
WC
WB
W&V
VTR
WASTE
HOUR
INVERT ELEVATION
HERTZ
INSIDE DIAMETER
HYDRANT
HORSEPOWER
HEATING
HYD
HZ
IE
ID
HTG
HR
HP
VOLUME DAMPER (MANUALLY ADJUSTABLE)
UNDERWRITERS LABORATORY
UNLESS NOTED OTHERWISE
TEMPERATURE CONTROL
TOTAL STATIC PRESSURE
UNDERGROUND
VD
UNO
UR
UL
URINAL
TSP
TYP
UG
TC
TYPICAL
SMOKE DETECTOR
MOTORIZED DAMPER
VOLUME DAMPER (MANUALLY ADJUSTABLE)
CO2 SENSOR
CROSS SECTION OF SUPPLY AIR DUCT
FLEXIBLE CONNECTION
LINEAR SLOT DIFFUSER
SUPPLY DIFFUSER
RETURN OR EXHAUST GRILLE
TRANSFER GRILLE
FLEXIBLE DUCT CONNECTION TO SUPPLY DIFFUSER
CONCENTRIC TRANSITION (DOUBLE LINE)
CONCENTRIC TRANSITION (SINGLE LINE)
ECCENTRIC TRANSITION (SINGLE LINE)
ECCENTRIC TRANSITION (DOUBLE LINE)
RADIUS RECTANGULAR ELBOW
RADIUS ROUND ELBOW
ROUND ELBOW UP
RECTANGULAR ELBOW UP
RECTANGULAR ELBOW DOWN
ROUND ELBOW DOWN
RECTANGULAR TAKE-OFF (SINGLE LINE)
RECTANGULAR TAKE-OFF (DOUBLE LINE)
ROUND TAKE-OFF (SINGLE LINE)
ROUND TAKE-OFF (DOUBLE LINE)
SPIN-IN FITTING (WITH VOLUME DAMPER)
ELBOW (WITH TURNING VANES)
FULL LOAD AMPSFLA
GALLONS PER HOUR
GALLONS PER MINUTE
FLOOR
FEET
FEET PER MINUTE
FUNNEL FLOOR DRAIN
FLOOR SINK
FACE VELOCITY
FIRE VALVE CABINET
GPM
GPH
FVC
FV
FT
FS
FFD
FPM
FLR
FLEXIBLE CONNECTION
FIRE HOSE VALVE
FLOOR DRAIN
FACE AREA (COIL) / FREE AREA (LOUVER)
DEGREES FAHRENHEIT
FD
FHV
FC
FA
°F
ELECTRIC WATER COOLER
EXTERNAL STATIC PRESSURE
ELEVATION
ENTERING AIR TEMPERATURE
EXHAUST AIR
EXPANSION JOINT
EXHAUST FAN
ENERGY MANAGEMENT SYSTEM
ELECTRICALELECT
EWC
EWB
ESP
EMS
EJ
EL
EF
EAT
EDB
EA/EXH
DEGREES
DRY BULB TEMPERATURE
DOWN
EXISTING
DOMESTIC WATER HEATER
DRAIN TILE CONNECTION
DIRECT DIGITAL CONTROL
CABINET UNIT HEATER
CONTROL VALVE
CONVECTOR
DWH
(E)
DTC
DDC
DN
CV
DB
DEG
CUH
CONV
COOLING
CONTINUATION OR CONTINUED
CLEAN OUT
CAPACITY
BRITISH THERMAL UNIT
CUBIC FEET PER HOUR
CONSTANT AIR VOLUME
BACKWATER VALVE
CUBIC FEET PER MINUTE
CO
CONT
CLG
CFM
CFH
CAV
CAP
BWV
BTUH
BTU
ACCESS DOOR
AIR EXTRACTOR
BRAKE HORSEPOWER
BOTTOM OF DUCT
BACKFLOW PREVENTER
AUTOMATIC SPRINKLER RISER
ABOVE FINISHED FLOOR
AIR PRESSURE DROP
AUTOMATIC AIR VENT / AIR ADMITTANCE VALVE
ASR
BOD
BHP
BFP
APD
AFF
AAV
AE
AD
ENTERING WET BULB TEMPERATURE
ENTERING DRY BULB TEMPERATURE
BRITISH THERMAL UNITS PER HOUR
DESCRIPTION
MECHANICAL ABBREVIATIONSABBREV. DESCRIPTIONABBREV.
MECHANICAL ABBREVIATIONSMECHANICAL ABBREVIATIONSABBREV. DESCRIPTION
MECHANICAL SYMBOLSABBREV. DESCRIPTION
SD
INCLINED DROP IN DIRECTION OF AIR FLOW (SINGLE LINE)
INCLINED DROP IN DIRECTION OF AIR FLOW (DOUBLE LINE)
INCLINED RISE IN DIRECTION OF AIR FLOW (SINGLE LINE)
INCLINED RISE IN DIRECTION OF AIR FLOW (DOUBLE LINE)
CROSS SECTION OF EXHAUST OR RETURN AIR DUCT
ORS OVERFLOW ROOF SUMP
RELATIVE HUMIDITYRH
OS&Y OUTSIDE SCREW AND YOKE
REQD REQUIRED
EXISTING DEVICES OR EQUIPMENT
NEW OR MODIFIED DEVICES OR EQUIPMENT
M5.2
4
M5.2
6
SHEET M5.2 ON WHICHSECTION IS DRAWN
SHEET M5.2 ON WHICH SECTION IS CUT
EXISTING SYSTEM COMPONENT TO BE REMOVED
DRAWING NOTATION
(ENLARGED PARTIAL PLAN SIMILAR)
SCALE: 1/4" = 1' - 0"
SECTION
SECTION NO. 6
POINT OF NEW CONNECTION
SECTION NO. 4
SYMBOL
NEW WORK KEY NOTE NO. 1
DEMOLITION KEY NOTE NO. 1
EQUIPMENT DESIGNATION, (IE: EXHAUST FAN NO. 1)
DESCRIPTION
NEW
EXISTING
SMOKE DAMPER
FIRE DAMPER (HORIZONTAL)
FIRE DAMPER (VERTICAL)
NEW
EXISTING
EXISTING
NEW
EXISTING
NEW
EXISTING
NEW
HB HOSE BIBB
PT PRESSURE / TEMPERATURE PORT
FIRE HYDRANT
FIRE HOSE CABINET
FIRE HOSE RACK
FIRE DEPARTMENT CONNECTION
FHR
FHC
FDC
FH
YEAR CODE
MICHIGAN BUILDING CODE
MICHIGAN PLUMBING CODE
MICHIGAN MECHANICAL CODE
INTERNATIONAL FIRE CODE
INTERNATIONAL FUEL GAS CODE
2015
2015
2015
2015
2015
2013
ICC/ANSI ACCESSIBLE AND USABLE BUILDING & FACILITIES2009
-
NFPA 101 WITH BFS AMENDMENTS2012
NFPA 962014
APPLICABLE CODESAND REGULATIONS
AMERICANS WITH DISABILITIES ACT ACCESSIBILITIESGUIDELINE (ADA-AG)
AIR TERMINAL TAG:
IE: DIFFUSER TYPE = S-1 NECK SIZE = 8ø CFM = 100 (TYPICAL FOR 2)
MICHIGAN UNIFORM ENERGY CODE2009
COMBINATION FIRE/SMOKE DAMPER(HORIZONTAL)
COMBINATION FIRE/SMOKE DAMPER(VERTICAL)
ECCENTRIC REDUCER
DESCRIPTION
MECHANICAL PIPING SYMBOLSABBREV.
PIPE ELBOW DOWN
DIRECTION OF FLOW
PIPE ELBOW UP
UNION
CONCENTRIC REDUCER
FLEXIBLE CONNECTION
PIPE GUIDE
PIPE ANCHOR
EXPANSION JOINT
CIRCULATING PUMP
BUTTERFLY VALVE
GLOBE VALVE
ANGLE VALVE
BALL VALVE
ISOLATION VALVE
PIPE CAP OR PLUG
TRAP (PLAN VIEW)
CENTRIFUGAL FAN
CHECK VALVE (SPRING)
PLUG VALVE
NEEDLE VALVE
FLOOR DRAIN / FUNNEL FLOOR DRAIN (ELEVATION)
CLEAN OUT (IN FLOOR)
ROOF SUMP
FLOOR DRAIN / FUNNEL FLOOR DRAIN (PLAN VIEW)
AUTOMATIC GAS SHUT-OFF VALVE
CHECK VALVE (SWING)
BACKFLOW PREVENTER
DIRECTION OF PIPE PITCH
HOSE BIBB, WALL HYDRANT
SPRINKLER HEAD (SIDEWALL)
SIAMESE CONNECTION (YARD)
FIRE HYDRANT
FLOW SWITCH
SPRINKLER HEAD (UPRIGHT)
SIAMESE CONNECTION (WALL MOUNTED)
OUTSIDE SCREW AND YOKE VALVE (OS&Y)
CLEAN OUT (IN LINE)
FLOW MEASURING DEVICE
COMBINATION FLOW MEASURING AND BALANCING DEVICE
BALANCING VALVE
AUTOMATIC AIR VALVEAAV
MANUAL AIR VALVEMAV
S = SUPPLYR = RETURNE = EXHAUST
MINIMUM CIRCUIT AMPACITYMCA
MAXIMUM OVER-CURRENT PROTECTIONMOP
UNIT HEATERUH
PIPE TEE DOWN
STRAINER
CLEAN OUT (WALL)
WATER METER ASSEMBLY
PRESSURE REGULATING VALVE
SOLENOID VALVE
CONTROL VALVE (2-WAY / 3-WAY)
RETURN OR EXHAUST / SUPPLY AIR FLOW
MOTOR OPERATED DAMPER (AUTOMATIC)MOD
PUMPED SANITARY PIPING
HEATING HOT WATER SUPPLY PIPING
HEATING HOT WATER RETURN PIPING
SANITARY WASTE PIPING
CHILLED WATER SUPPLY PIPING
CHILLED WATER RETURN PIPING
FUEL OIL SUPPLY PIPING
DESCRIPTION
PIPING LEGENDABBREV.
DOMESTIC HOT WATER PIPING
DOMESTIC COLD WATER PIPING
PUMPED STEAM CONDENSATE RETURN PIPING
CONDENSATE DRAIN PIPING
STORM SEWER PIPING
STEAM PIPING
VENT PIPING
FUEL OIL RETURN PIPING
DRAIN TILE
REFRIGERANT LIQUID PIPING
REFRIGERANT SUCTION PIPING
FIRE PROTECTION PIPING
RAIN CONDUCTOR PIPING
GEO HEAT EXCHANGE RETURN
GEO HEAT EXCHANGE SUPPLY
DOMESTIC HOT WATER RETURN PIPING
BOOSTED-DOMESTIC HOT WATER PIPING
BOOSTED-DOMESTIC COLD WATER PIPING
DOMESTIC 140°F HOT WATER PIPING
CONDENSER WATER SUPPLY PIPING
CONDENSER WATER RETURN PIPING
NATURAL GAS PIPING
STEAM CONDENSATE RETURN PIPING
HEAT PUMP LOOP SUPPLY PIPING
HEAT PUMP LOOP RETURN PIPING
NON POTABLE COLD WATER PIPING
LOW PRESSURE CONDENSATE PIPING
HIGH PRESSURE CONDENSATE PIPING
NITROGEN GAS PIPING
OVERFLOW RAIN CONDUCTOR PIPING
HIGH PRESSURE STEAM PIPING
LOW PRESSURE STEAM PIPING
COMPRESSED AIR PIPING
VACUUM PIPING
OXYGEN GAS PIPING
MEDICAL AIR PIPING
PUMPED STORM PIPING
HOT GAS BY-PASS PIPING
TEMPERED WATER PIPING
THERMOSTAT ORTEMPERATURE SENSOR
HUMIDISTAT ORHUMIDITY SENSOR
1
1
1
EF
S-18ø100-2
DESCRIPTION
DRAWING INDEXSHT. NO
FS
NFPA 13, NFPA 14
DATE PERFORMED REPORTED PRESSURES
STATIC05-11-2016
WATER FLOW TEST DATA
RESIDUAL
54 PSI @ 2067.85 GPM 50 PSI @ 2067.85 GPM
2827 JOHN R STREET
DETROIT MI 48201
1003
OOMBRA ARCHITECTS, LLC.PHILADELPHIA, PAWWW.OOMBRA.COM215.948.2564
SCALE : AS INDICATED
OOMBRA PROJECT #
OWNER
BRUSH PARK PROPERTIES, LLC79 ALFRED STREETDETROIT, MICHIGAN 48201313.578.1200
ARCHITECT
OOMBRA ARCHITECTS, LLC.PHILADELPHIA, PAWWW.OOMBRA.COM215.948.2564
STRUCTURAL ENGINEER
THE HARMAN GROUP, INC.900 WEST VALLEY FORGE ROADSUITE 200KING OF PRUSSIA, PA 19406610.337.3360
LANDSCAPE & CIVIL ENGINEER
PEA INC.45 WEST GRAND RIVER AVESUITE 501DETROIT, MI 48226313.769.5770
MEP ENGINEER
STRATEGIC ENERGY SOLUTIONS, INC.4000 WEST ELEVEN MILE ROADBERKLEY, MI 48072248.399.1900SES Project #18 0813 01
PRELIM
INARY
NOT F
OR
CONSTRUCTIO
N
4/20/2018 2:06:01 PM
MECHANICAL GENERAL
INFORMATION
M000 MECHANICAL GENERAL INFORMATIONP200 UNDERGROUND PLUMBING PLANP201 LEVEL 1 PLUMBING PLANP202 LEVEL 2 PLUMBING PLANP203 LEVEL 3 PLUMBING PLANP204 LEVEL 4 PLUMBING PLANP205 ROOF PLUMBING PLANM101 LEVEL 1 HVAC PLANM102 LEVEL 2 HVAC PLANM103 LEVEL 3 HVAC PLANM104 LEVEL 4 HVAC PLANM105 ROOF MECHANICAL PLANM500 MECHANICAL DETAILSM501 MECHANICAL DETAILSM600 MECHANICAL SCHEDULES
`
DRAWING ISSUE DATE
BUILDING SYSTEMS SCHEMATIC DESIGN 04.20.2018
DN
5M501
1
2
3
4
5
P2
P1
P3
PGPF
PEPD
PCPB
1.5
A
B
C
D
E
6" SAN I.E.9X.XX
10" ST I.E.9X.XX
6" CW SERVICE I.E. 9X.XX 3" CW SERVICE UP
6" FP SERVICE UP
6" ST UP
6" ST UP
CO
GAS SERVICE FROM UTILITY. PROVIDE X CFH AT 14" W.C.
RC
SAN
SAN
RC
SAN
G
SAN
SAN
SAN
SANSAN
SAN
RC
RC
SAN
SAN
SAN
CO
CO
CO
2827 JOHN R STREET
DETROIT MI 48201
1003
OOMBRA ARCHITECTS, LLC.PHILADELPHIA, PAWWW.OOMBRA.COM215.948.2564
SCALE : AS INDICATED
OOMBRA PROJECT #
OWNER
BRUSH PARK PROPERTIES, LLC79 ALFRED STREETDETROIT, MICHIGAN 48201313.578.1200
ARCHITECT
OOMBRA ARCHITECTS, LLC.PHILADELPHIA, PAWWW.OOMBRA.COM215.948.2564
STRUCTURAL ENGINEER
THE HARMAN GROUP, INC.900 WEST VALLEY FORGE ROADSUITE 200KING OF PRUSSIA, PA 19406610.337.3360
LANDSCAPE & CIVIL ENGINEER
PEA INC.45 WEST GRAND RIVER AVESUITE 501DETROIT, MI 48226313.769.5770
MEP ENGINEER
STRATEGIC ENERGY SOLUTIONS, INC.4000 WEST ELEVEN MILE ROADBERKLEY, MI 48072248.399.1900SES Project #18 0813 01
PRELIM
INARY
NOT F
OR
CONSTRUCTIO
N
4/20/2018 2:06:20 PM
UNDERGROUND PLUMBING
PLAN
SCALE: 1/8" = 1'-0"UNDERGROUND PLUMBING PLAN
PLUMBING GENERAL NOTES1. THESE DRAWINGS ARE DIAGRAMMATIC & INDICATE THE GENERAL EXTENT OF THE WORK.
PROVIDE PLUMBING SYSTEMS COMPLETE AND PER APPLICABLE CODES INCLUDINGREQUIRED COMPONENTS, OFFSETS REQUIRED TO AVOID THE STRUCTURE, ETC.
2. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND MOUNTING HEIGHT OF ALLPLUMBING FIXTURES, BOTH STANDARD AND BARRIER FREE. REFER TO PLUMBING FIXTURESCHEDULE FOR FIXTURE TYPES, BRANCH CONNECTION SIZES AND ADDITIONALREQUIREMENTS.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH THE STATE AND LOCALCOUNTY DEPARTMENT OF HEALTH CROSS CONTAMINATION CODE REQUIREMENTS.
4. VERIFY DEPTH, SIZE, LOCATION AND CONDITION OF ALL UTILITIES IN THE FIELD, INCLUDINGPOINTS OF CONNECTION, PRIOR TO STARTING ANY WORK. NOTIFY THEARCHITECT/ENGINEER OF ANY INTERFERENCES OR DISCREPANCIES.
5. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF PLUMBING AND PIPING WORKWITH THE WORK OF ALL OTHER TRADES, EXISTING SITE CONDITIONS, AND EQUIPMENTMANUFACTURER RECOMMENDATIONS. VERIFY ALL CLEARANCES PRIOR TO THEFABRICATION OF ANY NEW WORK.
6. PIPING SHALL BE ROUTED AS HIGH AS POSSIBLE AND SHALL MAINTAIN REQUIREDCLEARANCES OVER, AROUND AND IN FRONT OF ALL ELECTRICAL EQUIPMENT, PANELS,TRANSFORMERS, ETC. PIPING SHALL NOT INTERFERE WITH, OR BE INSTALLED IN ALOCATION THAT RESTRICTS ACCESS OR CLEARANCE TO ELECTRICAL OR MECHANICALDEVICES. PROVIDE REQUIRED ACCESS AND CLEARANCE AROUND ALL EQUIPMENT PERMANUFACTURER'S RECOMMENDATIONS.
7. CONTRACTOR SHALL PROVIDE SUPPLEMENTARY STEEL AS REQUIRED FOR THE PROPERSUPPORT OF ALL MECHANICAL SYSTEMS.
8. PROVIDE BRANCH LINE ISOLATION VALVES ON DOMESTIC PIPING TO EACH GROUP OFFIXTURES AND TOILET ROOMS.
9. PLUMBING VENT PIPING THRU THE ROOF SHALL BE LOCATED 10'-0" FROM ANY FRESH AIRINTAKE LOCATION AND A MINIMUM OF 18" CLEAR FROM THE INSIDE FACE OF PARAPET.
10. PROVIDE CODE REQUIRED CLEARANCE/ACCESS DOORS FOR VALVES/CLEANOUTSLOCATED IN WALLS OR ABOVE HARD CEILINGS. COORDINATE LOCATIONS WITH ARCHITECT.PROVIDE CLEANOUTS AT THE BASE OF ALL STACKS.
11. RUN ALL SANITARY AND STORM PIPING 2 1/2" OR LESS AT 1/4" PER FOOT AND 3" ANDLARGER PIPING AT 1/8" PER FOOT MINIMUM UNLESS OTHERWISE NOTED. MINIMUMUNDERGROUND PIPE SIZE SHALL BE 3".
12. PROVIDE "INLINE" TRAP SEAL PROTECTION OR TRAP PRIMER ON ALL FLOOR DRAINS ANDTRAPS SUBJECT TO EVAPORATION.
13. AT EACH CONNECTION OF GAS SUPPLY TO EQUIPMENT, PROVIDE A PIPE UNION, GASSHUT-OFF VALVE, TEE AND 6" LONG DIRT LEG WITH CAP. WEATHERPROOF PAINT ALL GASPIPING.
14. THE CEILING SPACE IS USED AS A RETURN AIR PLENUM. NO PLASTIC MATERIALSINCLUDING PVC PIPING, CONDUIT, WIRING, ETC. SHALL BE USED. ALL MATERIAL IN THECEILING SPACE IS TO BE PLENUM RATED.
DRAWING ISSUE DATE
BUILDING SYSTEMS SCHEMATIC DESIGN 04.20.2018
DN
MMMM
MMM
MM
1
2
3
4
5
P2
P1
P3
PGPF
PEPD
PCPB
1.5
A
B
C
D
E
F1
F2
F2
1FP
8BP
CW METER ASSEMBLIES. REFER TO DETAIL SHEET FOR FURTHER INFORMATION.
FIRE PROTECTION ASSEMBLY
RECESSED FIRE DEPARTMENT CONNECTION.
(8) GAS METER ASSEMBLIES. REFER TO DETAIL SHEET FOR FURTHER INFORMATION.
GGG
NPC
W
NPCW
CW
CW
CW
CW
CWCW
GGG
GG
F
FF
F
FFGGG
CWCW
CW
CW
CW
CW
CW G G G GGC
WCW
CW
G
G
G
CO
CO
SAN
SAN
SAN
G G GG GG G G
GG
FF
CWCW
X SAN DN TO UNDERGROUND
X SAN DN TO UNDERGROUND
1JP
CO
COCO
CO
CW G
NPCW
2" NPCW UP FOR DECK WASHDOWN
2" NPCW UP FOR DECK WASHDOWN
G
CW
CW
6" MANUAL WET STANDPIPE
6" MANUAL WET STANDPIPE
6" MANUAL WET STANDPIPE
F1
F1
F1
F2
F2
F2
2827 JOHN R STREET
DETROIT MI 48201
1003
OOMBRA ARCHITECTS, LLC.PHILADELPHIA, PAWWW.OOMBRA.COM215.948.2564
SCALE : AS INDICATED
OOMBRA PROJECT #
OWNER
BRUSH PARK PROPERTIES, LLC79 ALFRED STREETDETROIT, MICHIGAN 48201313.578.1200
ARCHITECT
OOMBRA ARCHITECTS, LLC.PHILADELPHIA, PAWWW.OOMBRA.COM215.948.2564
STRUCTURAL ENGINEER
THE HARMAN GROUP, INC.900 WEST VALLEY FORGE ROADSUITE 200KING OF PRUSSIA, PA 19406610.337.3360
LANDSCAPE & CIVIL ENGINEER
PEA INC.45 WEST GRAND RIVER AVESUITE 501DETROIT, MI 48226313.769.5770
MEP ENGINEER
STRATEGIC ENERGY SOLUTIONS, INC.4000 WEST ELEVEN MILE ROADBERKLEY, MI 48072248.399.1900SES Project #18 0813 01
PRELIM
INARY
NOT F
OR
CONSTRUCTIO
N
4/20/2018 2:06:23 PM
LEVEL 1 PLUMBING PLAN
SCALE: 1/8" = 1'-0"LEVEL 1 PLUMBING PLAN
PLUMBING GENERAL NOTES1. THESE DRAWINGS ARE DIAGRAMMATIC & INDICATE THE GENERAL EXTENT OF THE WORK.
PROVIDE PLUMBING SYSTEMS COMPLETE AND PER APPLICABLE CODES INCLUDINGREQUIRED COMPONENTS, OFFSETS REQUIRED TO AVOID THE STRUCTURE, ETC.
2. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND MOUNTING HEIGHT OF ALLPLUMBING FIXTURES, BOTH STANDARD AND BARRIER FREE. REFER TO PLUMBING FIXTURESCHEDULE FOR FIXTURE TYPES, BRANCH CONNECTION SIZES AND ADDITIONALREQUIREMENTS.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH THE STATE AND LOCALCOUNTY DEPARTMENT OF HEALTH CROSS CONTAMINATION CODE REQUIREMENTS.
4. VERIFY DEPTH, SIZE, LOCATION AND CONDITION OF ALL UTILITIES IN THE FIELD, INCLUDINGPOINTS OF CONNECTION, PRIOR TO STARTING ANY WORK. NOTIFY THEARCHITECT/ENGINEER OF ANY INTERFERENCES OR DISCREPANCIES.
5. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF PLUMBING AND PIPING WORKWITH THE WORK OF ALL OTHER TRADES, EXISTING SITE CONDITIONS, AND EQUIPMENTMANUFACTURER RECOMMENDATIONS. VERIFY ALL CLEARANCES PRIOR TO THEFABRICATION OF ANY NEW WORK.
6. PIPING SHALL BE ROUTED AS HIGH AS POSSIBLE AND SHALL MAINTAIN REQUIREDCLEARANCES OVER, AROUND AND IN FRONT OF ALL ELECTRICAL EQUIPMENT, PANELS,TRANSFORMERS, ETC. PIPING SHALL NOT INTERFERE WITH, OR BE INSTALLED IN ALOCATION THAT RESTRICTS ACCESS OR CLEARANCE TO ELECTRICAL OR MECHANICALDEVICES. PROVIDE REQUIRED ACCESS AND CLEARANCE AROUND ALL EQUIPMENT PERMANUFACTURER'S RECOMMENDATIONS.
7. CONTRACTOR SHALL PROVIDE SUPPLEMENTARY STEEL AS REQUIRED FOR THE PROPERSUPPORT OF ALL MECHANICAL SYSTEMS.
8. PROVIDE BRANCH LINE ISOLATION VALVES ON DOMESTIC PIPING TO EACH GROUP OFFIXTURES AND TOILET ROOMS.
9. PLUMBING VENT PIPING THRU THE ROOF SHALL BE LOCATED 10'-0" FROM ANY FRESH AIRINTAKE LOCATION AND A MINIMUM OF 18" CLEAR FROM THE INSIDE FACE OF PARAPET.
10. PROVIDE CODE REQUIRED CLEARANCE/ACCESS DOORS FOR VALVES/CLEANOUTSLOCATED IN WALLS OR ABOVE HARD CEILINGS. COORDINATE LOCATIONS WITH ARCHITECT.PROVIDE CLEANOUTS AT THE BASE OF ALL STACKS.
11. RUN ALL SANITARY AND STORM PIPING 2 1/2" OR LESS AT 1/4" PER FOOT AND 3" ANDLARGER PIPING AT 1/8" PER FOOT MINIMUM UNLESS OTHERWISE NOTED. MINIMUMUNDERGROUND PIPE SIZE SHALL BE 3".
12. PROVIDE "INLINE" TRAP SEAL PROTECTION OR TRAP PRIMER ON ALL FLOOR DRAINS ANDTRAPS SUBJECT TO EVAPORATION.
13. AT EACH CONNECTION OF GAS SUPPLY TO EQUIPMENT, PROVIDE A PIPE UNION, GASSHUT-OFF VALVE, TEE AND 6" LONG DIRT LEG WITH CAP. WEATHERPROOF PAINT ALL GASPIPING.
14. THE CEILING SPACE IS USED AS A RETURN AIR PLENUM. NO PLASTIC MATERIALSINCLUDING PVC PIPING, CONDUIT, WIRING, ETC. SHALL BE USED. ALL MATERIAL IN THECEILING SPACE IS TO BE PLENUM RATED.
FIRE PROTECTION GENERAL NOTES1. THESE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL INTENT OF THE
WORK. PROVIDE/REWORK FIRE PROTECTION SYSTEMS COMPLETE, PER APPLICABLECODES, NFPA, OWNERS INSURER'S REQUIREMENTS AND REQUIREMENTS OF AUTHORITIESHAVING JURISDICTION INCLUDING ALL PIPING, OFFSETS, FITTINGS, DRAINS, VALVES,SPRINKLER HEADS, ETC. AS REQUIRED FOR A COMPLETE OPERABLE SYSTEM.
2. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK OF ALL OTHER TRADES.SPRINKLER PIPING SHALL NOT BE LOCATED BELOW MECHANICAL EQUIPMENT.
3. MINIMUM RUN-OUT PIPE SIZE TO SPRINKLER HEADS SHALL BE 1".4. FIRE PROTECTION TRADES SHALL SUBMIT PLANS, FLOW AND PRESSURE TEST AND
CALCULATIONS TO THE LOCAL FIRE MARSHAL AND TO THE BUILDING'S INSURING AGENCYFOR APPROVAL. CONTRACTOR SHALL THEN MAKE ALL NECESSARY CORRECTIONS ANDRESUBMIT PLANS AND CALCULATIONS FOR RECORD TO THE ARCHITECT AS WELL AS THEFIRE MARSHAL.
5. CONTRACTOR SHALL PROVIDE ALL NECESSARY TESTS AND PAY FOR ALL FEES, PERMITS,INSPECTIONS, AND LICENSES, AS REQUIRED BY THE LOCAL AUTHORITY.
FIRE PROTECTION KEY NOTESF1 PROVIDE DRY PIPE FIRE PROTECTION SYSTEM IN ACCORDANCE WITH
NFPA 13 STANDARDS AND ARCHITECTURAL LAYOUT. DRY PIPE VALVESHALL BE LOCATED IN FIRE PUMP ROOM.
F2 PROVIDE WET PIPE FIRE PROTECTION SYSTEM IN ACCORDANCE WITHNFPA 13/NFPA 13R STANDARDS AND ARCHITECTURAL LAYOUT.
DRAWING ISSUE DATE
BUILDING SYSTEMS SCHEMATIC DESIGN 04.20.2018
5M501
1
2
3
4
5
P2
P1
P3
PGPF
PEPD
PCPB
1.5
A
B
C
D
E
F1
F2
F2
1WH
1WH
FD-1
FD-1
CWG
CWG
SAN
SAN
SAN
CW G
1 1/4" CW DN TO METER. PROVIDE PEX MANIFOLD ABOVE CLOSET. PROVIDE ACCESS AS REQUIRED.
1 1/4" CW DN TO METER. PROVIDE PEX MANIFOLD ABOVE CLOSET. PROVIDE ACCESS AS REQUIRED.
X" G DN TO METER. CONNECT TO FURNACE, WATER HEATER, DRYER, AND STOVE IN APARTMENT.
F1
F1
F1
F2
F2
F2
2827 JOHN R STREET
DETROIT MI 48201
1003
OOMBRA ARCHITECTS, LLC.PHILADELPHIA, PAWWW.OOMBRA.COM215.948.2564
SCALE : AS INDICATED
OOMBRA PROJECT #
OWNER
BRUSH PARK PROPERTIES, LLC79 ALFRED STREETDETROIT, MICHIGAN 48201313.578.1200
ARCHITECT
OOMBRA ARCHITECTS, LLC.PHILADELPHIA, PAWWW.OOMBRA.COM215.948.2564
STRUCTURAL ENGINEER
THE HARMAN GROUP, INC.900 WEST VALLEY FORGE ROADSUITE 200KING OF PRUSSIA, PA 19406610.337.3360
LANDSCAPE & CIVIL ENGINEER
PEA INC.45 WEST GRAND RIVER AVESUITE 501DETROIT, MI 48226313.769.5770
MEP ENGINEER
STRATEGIC ENERGY SOLUTIONS, INC.4000 WEST ELEVEN MILE ROADBERKLEY, MI 48072248.399.1900SES Project #18 0813 01
PRELIM
INARY
NOT F
OR
CONSTRUCTIO
N
4/20/2018 2:06:26 PM
LEVEL 2 PLUMBING PLAN
SCALE: 1/8" = 1'-0"LEVEL 2 PLUMBING PLAN
PLUMBING GENERAL NOTES1. THESE DRAWINGS ARE DIAGRAMMATIC & INDICATE THE GENERAL EXTENT OF THE WORK.
PROVIDE PLUMBING SYSTEMS COMPLETE AND PER APPLICABLE CODES INCLUDINGREQUIRED COMPONENTS, OFFSETS REQUIRED TO AVOID THE STRUCTURE, ETC.
2. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND MOUNTING HEIGHT OF ALLPLUMBING FIXTURES, BOTH STANDARD AND BARRIER FREE. REFER TO PLUMBING FIXTURESCHEDULE FOR FIXTURE TYPES, BRANCH CONNECTION SIZES AND ADDITIONALREQUIREMENTS.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH THE STATE AND LOCALCOUNTY DEPARTMENT OF HEALTH CROSS CONTAMINATION CODE REQUIREMENTS.
4. VERIFY DEPTH, SIZE, LOCATION AND CONDITION OF ALL UTILITIES IN THE FIELD, INCLUDINGPOINTS OF CONNECTION, PRIOR TO STARTING ANY WORK. NOTIFY THEARCHITECT/ENGINEER OF ANY INTERFERENCES OR DISCREPANCIES.
5. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF PLUMBING AND PIPING WORKWITH THE WORK OF ALL OTHER TRADES, EXISTING SITE CONDITIONS, AND EQUIPMENTMANUFACTURER RECOMMENDATIONS. VERIFY ALL CLEARANCES PRIOR TO THEFABRICATION OF ANY NEW WORK.
6. PIPING SHALL BE ROUTED AS HIGH AS POSSIBLE AND SHALL MAINTAIN REQUIREDCLEARANCES OVER, AROUND AND IN FRONT OF ALL ELECTRICAL EQUIPMENT, PANELS,TRANSFORMERS, ETC. PIPING SHALL NOT INTERFERE WITH, OR BE INSTALLED IN ALOCATION THAT RESTRICTS ACCESS OR CLEARANCE TO ELECTRICAL OR MECHANICALDEVICES. PROVIDE REQUIRED ACCESS AND CLEARANCE AROUND ALL EQUIPMENT PERMANUFACTURER'S RECOMMENDATIONS.
7. CONTRACTOR SHALL PROVIDE SUPPLEMENTARY STEEL AS REQUIRED FOR THE PROPERSUPPORT OF ALL MECHANICAL SYSTEMS.
8. PROVIDE BRANCH LINE ISOLATION VALVES ON DOMESTIC PIPING TO EACH GROUP OFFIXTURES AND TOILET ROOMS.
9. PLUMBING VENT PIPING THRU THE ROOF SHALL BE LOCATED 10'-0" FROM ANY FRESH AIRINTAKE LOCATION AND A MINIMUM OF 18" CLEAR FROM THE INSIDE FACE OF PARAPET.
10. PROVIDE CODE REQUIRED CLEARANCE/ACCESS DOORS FOR VALVES/CLEANOUTSLOCATED IN WALLS OR ABOVE HARD CEILINGS. COORDINATE LOCATIONS WITH ARCHITECT.PROVIDE CLEANOUTS AT THE BASE OF ALL STACKS.
11. RUN ALL SANITARY AND STORM PIPING 2 1/2" OR LESS AT 1/4" PER FOOT AND 3" ANDLARGER PIPING AT 1/8" PER FOOT MINIMUM UNLESS OTHERWISE NOTED. MINIMUMUNDERGROUND PIPE SIZE SHALL BE 3".
12. PROVIDE "INLINE" TRAP SEAL PROTECTION OR TRAP PRIMER ON ALL FLOOR DRAINS ANDTRAPS SUBJECT TO EVAPORATION.
13. AT EACH CONNECTION OF GAS SUPPLY TO EQUIPMENT, PROVIDE A PIPE UNION, GASSHUT-OFF VALVE, TEE AND 6" LONG DIRT LEG WITH CAP. WEATHERPROOF PAINT ALL GASPIPING.
14. THE CEILING SPACE IS USED AS A RETURN AIR PLENUM. NO PLASTIC MATERIALSINCLUDING PVC PIPING, CONDUIT, WIRING, ETC. SHALL BE USED. ALL MATERIAL IN THECEILING SPACE IS TO BE PLENUM RATED.
FIRE PROTECTION GENERAL NOTES1. THESE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL INTENT OF THE
WORK. PROVIDE/REWORK FIRE PROTECTION SYSTEMS COMPLETE, PER APPLICABLECODES, NFPA, OWNERS INSURER'S REQUIREMENTS AND REQUIREMENTS OF AUTHORITIESHAVING JURISDICTION INCLUDING ALL PIPING, OFFSETS, FITTINGS, DRAINS, VALVES,SPRINKLER HEADS, ETC. AS REQUIRED FOR A COMPLETE OPERABLE SYSTEM.
2. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK OF ALL OTHER TRADES.SPRINKLER PIPING SHALL NOT BE LOCATED BELOW MECHANICAL EQUIPMENT.
3. MINIMUM RUN-OUT PIPE SIZE TO SPRINKLER HEADS SHALL BE 1".4. FIRE PROTECTION TRADES SHALL SUBMIT PLANS, FLOW AND PRESSURE TEST AND
CALCULATIONS TO THE LOCAL FIRE MARSHAL AND TO THE BUILDING'S INSURING AGENCYFOR APPROVAL. CONTRACTOR SHALL THEN MAKE ALL NECESSARY CORRECTIONS ANDRESUBMIT PLANS AND CALCULATIONS FOR RECORD TO THE ARCHITECT AS WELL AS THEFIRE MARSHAL.
5. CONTRACTOR SHALL PROVIDE ALL NECESSARY TESTS AND PAY FOR ALL FEES, PERMITS,INSPECTIONS, AND LICENSES, AS REQUIRED BY THE LOCAL AUTHORITY.
FIRE PROTECTION KEY NOTESF1 PROVIDE DRY PIPE FIRE PROTECTION SYSTEM IN ACCORDANCE WITH
NFPA 13 STANDARDS AND ARCHITECTURAL LAYOUT. DRY PIPE VALVESHALL BE LOCATED IN FIRE PUMP ROOM.
F2 PROVIDE WET PIPE FIRE PROTECTION SYSTEM IN ACCORDANCE WITHNFPA 13/NFPA 13R STANDARDS AND ARCHITECTURAL LAYOUT.
DRAWING ISSUE DATE
BUILDING SYSTEMS SCHEMATIC DESIGN 04.20.2018
1
2
3
4
5
P2
P1
P3
PGPF
PEPD
PCPB
1.5
A
B
C
D
E
F1
F2
F2
1 1/4" CW DN TO METER. PROVIDE PEX MANIFOLD ABOVE POWDER ROOM. PROVIDE ACCESS AS REQUIRED.
X" G DN TO METER. CONNECT TO (2) FURNACES, WATER HEATER, DRYER, FIRE PLACE, UNIT HEATER IN ENCLOSED GARAGE , AND STOVE IN APARTMENT.
2WH
FD-1
1 1/4" CW DN TO METER. PROVIDE PEX MANIFOLD ABOVE MECHANICAL ROOM. PROVIDE ACCESS AS REQUIRED.
X" G DN TO METER. CONNECT TO (2) FURNACES, WATER HEATER, DRYER, FIRE PLACE, GAS HEATER IN ENCLOSED GARAGE, AND STOVE IN APARTMENT.
FD-1
X" SAN DN
X" SAN DN
SAN
SAN
SAN SAN
SAN
ROUTE IN RATED ENCLOSURE
X" SAN DN
F1
F1
F1
F2
F2
F2
2827 JOHN R STREET
DETROIT MI 48201
1003
OOMBRA ARCHITECTS, LLC.PHILADELPHIA, PAWWW.OOMBRA.COM215.948.2564
SCALE : AS INDICATED
OOMBRA PROJECT #
OWNER
BRUSH PARK PROPERTIES, LLC79 ALFRED STREETDETROIT, MICHIGAN 48201313.578.1200
ARCHITECT
OOMBRA ARCHITECTS, LLC.PHILADELPHIA, PAWWW.OOMBRA.COM215.948.2564
STRUCTURAL ENGINEER
THE HARMAN GROUP, INC.900 WEST VALLEY FORGE ROADSUITE 200KING OF PRUSSIA, PA 19406610.337.3360
LANDSCAPE & CIVIL ENGINEER
PEA INC.45 WEST GRAND RIVER AVESUITE 501DETROIT, MI 48226313.769.5770
MEP ENGINEER
STRATEGIC ENERGY SOLUTIONS, INC.4000 WEST ELEVEN MILE ROADBERKLEY, MI 48072248.399.1900SES Project #18 0813 01
PRELIM
INARY
NOT F
OR
CONSTRUCTIO
N
4/20/2018 2:06:28 PM
LEVEL 3 PLUMBING PLAN
SCALE: 1/8" = 1'-0"LEVEL 3 PLUMBING PLAN
PLUMBING GENERAL NOTES1. THESE DRAWINGS ARE DIAGRAMMATIC & INDICATE THE GENERAL EXTENT OF THE WORK.
PROVIDE PLUMBING SYSTEMS COMPLETE AND PER APPLICABLE CODES INCLUDINGREQUIRED COMPONENTS, OFFSETS REQUIRED TO AVOID THE STRUCTURE, ETC.
2. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND MOUNTING HEIGHT OF ALLPLUMBING FIXTURES, BOTH STANDARD AND BARRIER FREE. REFER TO PLUMBING FIXTURESCHEDULE FOR FIXTURE TYPES, BRANCH CONNECTION SIZES AND ADDITIONALREQUIREMENTS.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH THE STATE AND LOCALCOUNTY DEPARTMENT OF HEALTH CROSS CONTAMINATION CODE REQUIREMENTS.
4. VERIFY DEPTH, SIZE, LOCATION AND CONDITION OF ALL UTILITIES IN THE FIELD, INCLUDINGPOINTS OF CONNECTION, PRIOR TO STARTING ANY WORK. NOTIFY THEARCHITECT/ENGINEER OF ANY INTERFERENCES OR DISCREPANCIES.
5. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF PLUMBING AND PIPING WORKWITH THE WORK OF ALL OTHER TRADES, EXISTING SITE CONDITIONS, AND EQUIPMENTMANUFACTURER RECOMMENDATIONS. VERIFY ALL CLEARANCES PRIOR TO THEFABRICATION OF ANY NEW WORK.
6. PIPING SHALL BE ROUTED AS HIGH AS POSSIBLE AND SHALL MAINTAIN REQUIREDCLEARANCES OVER, AROUND AND IN FRONT OF ALL ELECTRICAL EQUIPMENT, PANELS,TRANSFORMERS, ETC. PIPING SHALL NOT INTERFERE WITH, OR BE INSTALLED IN ALOCATION THAT RESTRICTS ACCESS OR CLEARANCE TO ELECTRICAL OR MECHANICALDEVICES. PROVIDE REQUIRED ACCESS AND CLEARANCE AROUND ALL EQUIPMENT PERMANUFACTURER'S RECOMMENDATIONS.
7. CONTRACTOR SHALL PROVIDE SUPPLEMENTARY STEEL AS REQUIRED FOR THE PROPERSUPPORT OF ALL MECHANICAL SYSTEMS.
8. PROVIDE BRANCH LINE ISOLATION VALVES ON DOMESTIC PIPING TO EACH GROUP OFFIXTURES AND TOILET ROOMS.
9. PLUMBING VENT PIPING THRU THE ROOF SHALL BE LOCATED 10'-0" FROM ANY FRESH AIRINTAKE LOCATION AND A MINIMUM OF 18" CLEAR FROM THE INSIDE FACE OF PARAPET.
10. PROVIDE CODE REQUIRED CLEARANCE/ACCESS DOORS FOR VALVES/CLEANOUTSLOCATED IN WALLS OR ABOVE HARD CEILINGS. COORDINATE LOCATIONS WITH ARCHITECT.PROVIDE CLEANOUTS AT THE BASE OF ALL STACKS.
11. RUN ALL SANITARY AND STORM PIPING 2 1/2" OR LESS AT 1/4" PER FOOT AND 3" ANDLARGER PIPING AT 1/8" PER FOOT MINIMUM UNLESS OTHERWISE NOTED. MINIMUMUNDERGROUND PIPE SIZE SHALL BE 3".
12. PROVIDE "INLINE" TRAP SEAL PROTECTION OR TRAP PRIMER ON ALL FLOOR DRAINS ANDTRAPS SUBJECT TO EVAPORATION.
13. AT EACH CONNECTION OF GAS SUPPLY TO EQUIPMENT, PROVIDE A PIPE UNION, GASSHUT-OFF VALVE, TEE AND 6" LONG DIRT LEG WITH CAP. WEATHERPROOF PAINT ALL GASPIPING.
14. THE CEILING SPACE IS USED AS A RETURN AIR PLENUM. NO PLASTIC MATERIALSINCLUDING PVC PIPING, CONDUIT, WIRING, ETC. SHALL BE USED. ALL MATERIAL IN THECEILING SPACE IS TO BE PLENUM RATED.
FIRE PROTECTION GENERAL NOTES1. THESE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL INTENT OF THE
WORK. PROVIDE/REWORK FIRE PROTECTION SYSTEMS COMPLETE, PER APPLICABLECODES, NFPA, OWNERS INSURER'S REQUIREMENTS AND REQUIREMENTS OF AUTHORITIESHAVING JURISDICTION INCLUDING ALL PIPING, OFFSETS, FITTINGS, DRAINS, VALVES,SPRINKLER HEADS, ETC. AS REQUIRED FOR A COMPLETE OPERABLE SYSTEM.
2. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK OF ALL OTHER TRADES.SPRINKLER PIPING SHALL NOT BE LOCATED BELOW MECHANICAL EQUIPMENT.
3. MINIMUM RUN-OUT PIPE SIZE TO SPRINKLER HEADS SHALL BE 1".4. FIRE PROTECTION TRADES SHALL SUBMIT PLANS, FLOW AND PRESSURE TEST AND
CALCULATIONS TO THE LOCAL FIRE MARSHAL AND TO THE BUILDING'S INSURING AGENCYFOR APPROVAL. CONTRACTOR SHALL THEN MAKE ALL NECESSARY CORRECTIONS ANDRESUBMIT PLANS AND CALCULATIONS FOR RECORD TO THE ARCHITECT AS WELL AS THEFIRE MARSHAL.
5. CONTRACTOR SHALL PROVIDE ALL NECESSARY TESTS AND PAY FOR ALL FEES, PERMITS,INSPECTIONS, AND LICENSES, AS REQUIRED BY THE LOCAL AUTHORITY.
FIRE PROTECTION KEY NOTESF1 PROVIDE DRY PIPE FIRE PROTECTION SYSTEM IN ACCORDANCE WITH
NFPA 13 STANDARDS AND ARCHITECTURAL LAYOUT. DRY PIPE VALVESHALL BE LOCATED IN FIRE PUMP ROOM.
F2 PROVIDE WET PIPE FIRE PROTECTION SYSTEM IN ACCORDANCE WITHNFPA 13/NFPA 13R STANDARDS AND ARCHITECTURAL LAYOUT.
DRAWING ISSUE DATE
BUILDING SYSTEMS SCHEMATIC DESIGN 04.20.2018
1
2
3
4
5
P2
P1
P3
PGPF
PEPD
PCPB
1.5
A
B
C
D
E
F2
F2
F1
F1
F1
F1
F2
F2
F2
2827 JOHN R STREET
DETROIT MI 48201
1003
OOMBRA ARCHITECTS, LLC.PHILADELPHIA, PAWWW.OOMBRA.COM215.948.2564
SCALE : AS INDICATED
OOMBRA PROJECT #
OWNER
BRUSH PARK PROPERTIES, LLC79 ALFRED STREETDETROIT, MICHIGAN 48201313.578.1200
ARCHITECT
OOMBRA ARCHITECTS, LLC.PHILADELPHIA, PAWWW.OOMBRA.COM215.948.2564
STRUCTURAL ENGINEER
THE HARMAN GROUP, INC.900 WEST VALLEY FORGE ROADSUITE 200KING OF PRUSSIA, PA 19406610.337.3360
LANDSCAPE & CIVIL ENGINEER
PEA INC.45 WEST GRAND RIVER AVESUITE 501DETROIT, MI 48226313.769.5770
MEP ENGINEER
STRATEGIC ENERGY SOLUTIONS, INC.4000 WEST ELEVEN MILE ROADBERKLEY, MI 48072248.399.1900SES Project #18 0813 01
PRELIM
INARY
NOT F
OR
CONSTRUCTIO
N
4/20/2018 2:06:31 PM
LEVEL 4 PLUMBING PLAN
SCALE: 1/8" = 1'-0"LEVEL 4 PLUMBING PLAN
PLUMBING GENERAL NOTES1. THESE DRAWINGS ARE DIAGRAMMATIC & INDICATE THE GENERAL EXTENT OF THE WORK.
PROVIDE PLUMBING SYSTEMS COMPLETE AND PER APPLICABLE CODES INCLUDINGREQUIRED COMPONENTS, OFFSETS REQUIRED TO AVOID THE STRUCTURE, ETC.
2. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND MOUNTING HEIGHT OF ALLPLUMBING FIXTURES, BOTH STANDARD AND BARRIER FREE. REFER TO PLUMBING FIXTURESCHEDULE FOR FIXTURE TYPES, BRANCH CONNECTION SIZES AND ADDITIONALREQUIREMENTS.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH THE STATE AND LOCALCOUNTY DEPARTMENT OF HEALTH CROSS CONTAMINATION CODE REQUIREMENTS.
4. VERIFY DEPTH, SIZE, LOCATION AND CONDITION OF ALL UTILITIES IN THE FIELD, INCLUDINGPOINTS OF CONNECTION, PRIOR TO STARTING ANY WORK. NOTIFY THEARCHITECT/ENGINEER OF ANY INTERFERENCES OR DISCREPANCIES.
5. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF PLUMBING AND PIPING WORKWITH THE WORK OF ALL OTHER TRADES, EXISTING SITE CONDITIONS, AND EQUIPMENTMANUFACTURER RECOMMENDATIONS. VERIFY ALL CLEARANCES PRIOR TO THEFABRICATION OF ANY NEW WORK.
6. PIPING SHALL BE ROUTED AS HIGH AS POSSIBLE AND SHALL MAINTAIN REQUIREDCLEARANCES OVER, AROUND AND IN FRONT OF ALL ELECTRICAL EQUIPMENT, PANELS,TRANSFORMERS, ETC. PIPING SHALL NOT INTERFERE WITH, OR BE INSTALLED IN ALOCATION THAT RESTRICTS ACCESS OR CLEARANCE TO ELECTRICAL OR MECHANICALDEVICES. PROVIDE REQUIRED ACCESS AND CLEARANCE AROUND ALL EQUIPMENT PERMANUFACTURER'S RECOMMENDATIONS.
7. CONTRACTOR SHALL PROVIDE SUPPLEMENTARY STEEL AS REQUIRED FOR THE PROPERSUPPORT OF ALL MECHANICAL SYSTEMS.
8. PROVIDE BRANCH LINE ISOLATION VALVES ON DOMESTIC PIPING TO EACH GROUP OFFIXTURES AND TOILET ROOMS.
9. PLUMBING VENT PIPING THRU THE ROOF SHALL BE LOCATED 10'-0" FROM ANY FRESH AIRINTAKE LOCATION AND A MINIMUM OF 18" CLEAR FROM THE INSIDE FACE OF PARAPET.
10. PROVIDE CODE REQUIRED CLEARANCE/ACCESS DOORS FOR VALVES/CLEANOUTSLOCATED IN WALLS OR ABOVE HARD CEILINGS. COORDINATE LOCATIONS WITH ARCHITECT.PROVIDE CLEANOUTS AT THE BASE OF ALL STACKS.
11. RUN ALL SANITARY AND STORM PIPING 2 1/2" OR LESS AT 1/4" PER FOOT AND 3" ANDLARGER PIPING AT 1/8" PER FOOT MINIMUM UNLESS OTHERWISE NOTED. MINIMUMUNDERGROUND PIPE SIZE SHALL BE 3".
12. PROVIDE "INLINE" TRAP SEAL PROTECTION OR TRAP PRIMER ON ALL FLOOR DRAINS ANDTRAPS SUBJECT TO EVAPORATION.
13. AT EACH CONNECTION OF GAS SUPPLY TO EQUIPMENT, PROVIDE A PIPE UNION, GASSHUT-OFF VALVE, TEE AND 6" LONG DIRT LEG WITH CAP. WEATHERPROOF PAINT ALL GASPIPING.
14. THE CEILING SPACE IS USED AS A RETURN AIR PLENUM. NO PLASTIC MATERIALSINCLUDING PVC PIPING, CONDUIT, WIRING, ETC. SHALL BE USED. ALL MATERIAL IN THECEILING SPACE IS TO BE PLENUM RATED.
FIRE PROTECTION GENERAL NOTES1. THESE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL INTENT OF THE
WORK. PROVIDE/REWORK FIRE PROTECTION SYSTEMS COMPLETE, PER APPLICABLECODES, NFPA, OWNERS INSURER'S REQUIREMENTS AND REQUIREMENTS OF AUTHORITIESHAVING JURISDICTION INCLUDING ALL PIPING, OFFSETS, FITTINGS, DRAINS, VALVES,SPRINKLER HEADS, ETC. AS REQUIRED FOR A COMPLETE OPERABLE SYSTEM.
2. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK OF ALL OTHER TRADES.SPRINKLER PIPING SHALL NOT BE LOCATED BELOW MECHANICAL EQUIPMENT.
3. MINIMUM RUN-OUT PIPE SIZE TO SPRINKLER HEADS SHALL BE 1".4. FIRE PROTECTION TRADES SHALL SUBMIT PLANS, FLOW AND PRESSURE TEST AND
CALCULATIONS TO THE LOCAL FIRE MARSHAL AND TO THE BUILDING'S INSURING AGENCYFOR APPROVAL. CONTRACTOR SHALL THEN MAKE ALL NECESSARY CORRECTIONS ANDRESUBMIT PLANS AND CALCULATIONS FOR RECORD TO THE ARCHITECT AS WELL AS THEFIRE MARSHAL.
5. CONTRACTOR SHALL PROVIDE ALL NECESSARY TESTS AND PAY FOR ALL FEES, PERMITS,INSPECTIONS, AND LICENSES, AS REQUIRED BY THE LOCAL AUTHORITY.
FIRE PROTECTION KEY NOTESF1 PROVIDE DRY PIPE FIRE PROTECTION SYSTEM IN ACCORDANCE WITH
NFPA 13 STANDARDS AND ARCHITECTURAL LAYOUT. DRY PIPE VALVESHALL BE LOCATED IN FIRE PUMP ROOM.
F2 PROVIDE WET PIPE FIRE PROTECTION SYSTEM IN ACCORDANCE WITHNFPA 13/NFPA 13R STANDARDS AND ARCHITECTURAL LAYOUT.
DRAWING ISSUE DATE
BUILDING SYSTEMS SCHEMATIC DESIGN 04.20.2018
1
2
3
4
5
P2
P1
P3
PGPF
PEPD
PCPB
1.5
A
B
C
D
E
F2
F2
2827 JOHN R STREET
DETROIT MI 48201
1003
OOMBRA ARCHITECTS, LLC.PHILADELPHIA, PAWWW.OOMBRA.COM215.948.2564
SCALE : AS INDICATED
OOMBRA PROJECT #
OWNER
BRUSH PARK PROPERTIES, LLC79 ALFRED STREETDETROIT, MICHIGAN 48201313.578.1200
ARCHITECT
OOMBRA ARCHITECTS, LLC.PHILADELPHIA, PAWWW.OOMBRA.COM215.948.2564
STRUCTURAL ENGINEER
THE HARMAN GROUP, INC.900 WEST VALLEY FORGE ROADSUITE 200KING OF PRUSSIA, PA 19406610.337.3360
LANDSCAPE & CIVIL ENGINEER
PEA INC.45 WEST GRAND RIVER AVESUITE 501DETROIT, MI 48226313.769.5770
MEP ENGINEER
STRATEGIC ENERGY SOLUTIONS, INC.4000 WEST ELEVEN MILE ROADBERKLEY, MI 48072248.399.1900SES Project #18 0813 01
PRELIM
INARY
NOT F
OR
CONSTRUCTIO
N
4/20/2018 2:06:32 PM
ROOF PLUMBING PLAN
SCALE: 1/8" = 1'-0"ROOF PLUMBING PLAN
PLUMBING GENERAL NOTES1. THESE DRAWINGS ARE DIAGRAMMATIC & INDICATE THE GENERAL EXTENT OF THE WORK.
PROVIDE PLUMBING SYSTEMS COMPLETE AND PER APPLICABLE CODES INCLUDINGREQUIRED COMPONENTS, OFFSETS REQUIRED TO AVOID THE STRUCTURE, ETC.
2. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND MOUNTING HEIGHT OF ALLPLUMBING FIXTURES, BOTH STANDARD AND BARRIER FREE. REFER TO PLUMBING FIXTURESCHEDULE FOR FIXTURE TYPES, BRANCH CONNECTION SIZES AND ADDITIONALREQUIREMENTS.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH THE STATE AND LOCALCOUNTY DEPARTMENT OF HEALTH CROSS CONTAMINATION CODE REQUIREMENTS.
4. VERIFY DEPTH, SIZE, LOCATION AND CONDITION OF ALL UTILITIES IN THE FIELD, INCLUDINGPOINTS OF CONNECTION, PRIOR TO STARTING ANY WORK. NOTIFY THEARCHITECT/ENGINEER OF ANY INTERFERENCES OR DISCREPANCIES.
5. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF PLUMBING AND PIPING WORKWITH THE WORK OF ALL OTHER TRADES, EXISTING SITE CONDITIONS, AND EQUIPMENTMANUFACTURER RECOMMENDATIONS. VERIFY ALL CLEARANCES PRIOR TO THEFABRICATION OF ANY NEW WORK.
6. PIPING SHALL BE ROUTED AS HIGH AS POSSIBLE AND SHALL MAINTAIN REQUIREDCLEARANCES OVER, AROUND AND IN FRONT OF ALL ELECTRICAL EQUIPMENT, PANELS,TRANSFORMERS, ETC. PIPING SHALL NOT INTERFERE WITH, OR BE INSTALLED IN ALOCATION THAT RESTRICTS ACCESS OR CLEARANCE TO ELECTRICAL OR MECHANICALDEVICES. PROVIDE REQUIRED ACCESS AND CLEARANCE AROUND ALL EQUIPMENT PERMANUFACTURER'S RECOMMENDATIONS.
7. CONTRACTOR SHALL PROVIDE SUPPLEMENTARY STEEL AS REQUIRED FOR THE PROPERSUPPORT OF ALL MECHANICAL SYSTEMS.
8. PROVIDE BRANCH LINE ISOLATION VALVES ON DOMESTIC PIPING TO EACH GROUP OFFIXTURES AND TOILET ROOMS.
9. PLUMBING VENT PIPING THRU THE ROOF SHALL BE LOCATED 10'-0" FROM ANY FRESH AIRINTAKE LOCATION AND A MINIMUM OF 18" CLEAR FROM THE INSIDE FACE OF PARAPET.
10. PROVIDE CODE REQUIRED CLEARANCE/ACCESS DOORS FOR VALVES/CLEANOUTSLOCATED IN WALLS OR ABOVE HARD CEILINGS. COORDINATE LOCATIONS WITH ARCHITECT.PROVIDE CLEANOUTS AT THE BASE OF ALL STACKS.
11. RUN ALL SANITARY AND STORM PIPING 2 1/2" OR LESS AT 1/4" PER FOOT AND 3" ANDLARGER PIPING AT 1/8" PER FOOT MINIMUM UNLESS OTHERWISE NOTED. MINIMUMUNDERGROUND PIPE SIZE SHALL BE 3".
12. PROVIDE "INLINE" TRAP SEAL PROTECTION OR TRAP PRIMER ON ALL FLOOR DRAINS ANDTRAPS SUBJECT TO EVAPORATION.
13. AT EACH CONNECTION OF GAS SUPPLY TO EQUIPMENT, PROVIDE A PIPE UNION, GASSHUT-OFF VALVE, TEE AND 6" LONG DIRT LEG WITH CAP. WEATHERPROOF PAINT ALL GASPIPING.
14. THE CEILING SPACE IS USED AS A RETURN AIR PLENUM. NO PLASTIC MATERIALSINCLUDING PVC PIPING, CONDUIT, WIRING, ETC. SHALL BE USED. ALL MATERIAL IN THECEILING SPACE IS TO BE PLENUM RATED.
FIRE PROTECTION GENERAL NOTES1. THESE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL INTENT OF THE
WORK. PROVIDE/REWORK FIRE PROTECTION SYSTEMS COMPLETE, PER APPLICABLECODES, NFPA, OWNERS INSURER'S REQUIREMENTS AND REQUIREMENTS OF AUTHORITIESHAVING JURISDICTION INCLUDING ALL PIPING, OFFSETS, FITTINGS, DRAINS, VALVES,SPRINKLER HEADS, ETC. AS REQUIRED FOR A COMPLETE OPERABLE SYSTEM.
2. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK OF ALL OTHER TRADES.SPRINKLER PIPING SHALL NOT BE LOCATED BELOW MECHANICAL EQUIPMENT.
3. MINIMUM RUN-OUT PIPE SIZE TO SPRINKLER HEADS SHALL BE 1".4. FIRE PROTECTION TRADES SHALL SUBMIT PLANS, FLOW AND PRESSURE TEST AND
CALCULATIONS TO THE LOCAL FIRE MARSHAL AND TO THE BUILDING'S INSURING AGENCYFOR APPROVAL. CONTRACTOR SHALL THEN MAKE ALL NECESSARY CORRECTIONS ANDRESUBMIT PLANS AND CALCULATIONS FOR RECORD TO THE ARCHITECT AS WELL AS THEFIRE MARSHAL.
5. CONTRACTOR SHALL PROVIDE ALL NECESSARY TESTS AND PAY FOR ALL FEES, PERMITS,INSPECTIONS, AND LICENSES, AS REQUIRED BY THE LOCAL AUTHORITY.
FIRE PROTECTION KEY NOTESF1 PROVIDE DRY PIPE FIRE PROTECTION SYSTEM IN ACCORDANCE WITH
NFPA 13 STANDARDS AND ARCHITECTURAL LAYOUT. DRY PIPE VALVESHALL BE LOCATED IN FIRE PUMP ROOM.
F2 PROVIDE WET PIPE FIRE PROTECTION SYSTEM IN ACCORDANCE WITHNFPA 13/NFPA 13R STANDARDS AND ARCHITECTURAL LAYOUT.
DRAWING ISSUE DATE
BUILDING SYSTEMS SCHEMATIC DESIGN 04.20.2018
DN
1
2
3
4
5
P2
P1
P3
PGPF
PEPD
PCPB
1.5
A
B
C
D
E
12x6
12x6
16x6 EA UP
KITCHEN EXHAUST FROM 2ND FLOOR
FUTURE DUCT LOCATIONS FOR RESTAURANT
16x1
2
34x1
6
34x1
6
016FCU
007FCU
002FCU
001FCU
016HP
007HP
002HP
001HP
E-14x4170
6x6 UPTRASH/SVS
016363 SF
E-13014x14625
14x10
1EF
16x6 EA UP
TEMPORARY UNIT HEATER. (TYP 6)
1EUH
1EUH
LOBBY
020
WEST STAIR
252
020FCU
020HP
STACKED KITCHEN EXHAUST DUCTS
6F
7F
6FCU
8' - 2"
19' -
6 1
/8"
2827 JOHN R STREET
DETROIT MI 48201
1003
OOMBRA ARCHITECTS, LLC.PHILADELPHIA, PAWWW.OOMBRA.COM215.948.2564
SCALE : AS INDICATED
OOMBRA PROJECT #
OWNER
BRUSH PARK PROPERTIES, LLC79 ALFRED STREETDETROIT, MICHIGAN 48201313.578.1200
ARCHITECT
OOMBRA ARCHITECTS, LLC.PHILADELPHIA, PAWWW.OOMBRA.COM215.948.2564
STRUCTURAL ENGINEER
THE HARMAN GROUP, INC.900 WEST VALLEY FORGE ROADSUITE 200KING OF PRUSSIA, PA 19406610.337.3360
LANDSCAPE & CIVIL ENGINEER
PEA INC.45 WEST GRAND RIVER AVESUITE 501DETROIT, MI 48226313.769.5770
MEP ENGINEER
STRATEGIC ENERGY SOLUTIONS, INC.4000 WEST ELEVEN MILE ROADBERKLEY, MI 48072248.399.1900SES Project #18 0813 01
PRELIM
INARY
NOT F
OR
CONSTRUCTIO
N
4/20/2018 2:16:07 PM
LEVEL 1 HVAC PLAN
SCALE: 1/8" = 1'-0"LEVEL 1 HVAC PLAN
HVAC GENERAL NOTES1. THESE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL EXTENT OF THE
WORK. PROVIDE HVAC SYSTEMS COMPLETE PER SPECIFICATION, SMACNA STANDARDS,AND PER APPLICABLE CODES INCLUDING ALL NECESSARY OFFSETS, FITTINGS, SPECIALRADIUS OR MITERED ELBOWS WHICH ARE REQUIRED DUE TO SPACE CONSTRAINTS ORSTRUCTURAL CONDITIONS OR OTHER CONDITIONS.
2. CONTRACTOR SHALL COORDINATE THEIR WORK WITH THE WORK OF ALL OTHER TRADES.ALL DUCTWORK IS TO BE ROUTED AS HIGH A POSSIBLE. PROVIDE ACCESS AROUND ALLNEW EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS. VERIFY ALL CLEARANCESPRIOR TO THE FABRICATION OF ANY WORK.
3. DUCTWORK/PIPING SHALL BE ROUTED AS HIGH AS POSSIBLE AND SHALL NOT BE LOCATEDOVER ELECTRICAL EQUIPMENT/PANELS. PROVIDE REQUIRED CLEARANCE IN FRONT OFELECTRICAL EQUIPMENT. DUCTWORK/PIPING SHALL NOT INTERFERE WITH ELECTRICALEQUIPMENT CLEARANCE.
4. DUCTWORK/PIPING SHALL NOT BE INSTALLED IN A LOCATION THAT RESTRICTS THEACCESS TO MECHANICAL DEVICES REQUIRING ACCESS.
5. THE CONTRACTOR SHALL PROVIDE ALL MISCELLANEOUS SUPPORTING STEEL, ETC. FORTHE PROPER INSTALLATION OF ALL MECHANICAL SYSTEMS.
6. COORDINATE FLOOR, WALL, ROOF PENETRATIONS, LOUVER SIZES, PAD LOCATIONS ETC.WITH ARCHITECTURAL TRADES. SEAL ALL PIPING AND DUCT PENETRATIONS.
7. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOREXACT LOCATION OF GRILLES, REGISTERS, AND DIFFUSERS.
8. COORDINATE AND PROVIDE ACCESS DOORS IN HARD CEILING AREAS FOR ACCESS TOBALANCING DAMPERS, ETC. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES.
9. BRANCH DUCTWORK TO GRILLES, REGISTERS AND DIFFUSERS SHALL BE THE SAME SIZEAS THE GRILLE, REGISTER OR DIFFUSER NECK SIZE WHERE NO DUCT SIZE IS INDICATEDON PLAN.
10. MAXIMUM LENGTH OF FLEXIBLE DUCT SHALL BE 5'-0".11. FOR EQUIPMENT VALVING, COMPONENT, AND PIPING ARRANGEMENT, REFER TO PIPING
DIAGRAMS AND DETAILS.12. PAINT ALL VISIBLE INTERIOR SURFACES OF EXHAUST/RETURN GRILLES, REGISTERS AND
VISIBLE ASSOCIATED DUCTWORK FLAT BLACK.13. THE CEILING SPACE IS USED AS A RETURN AIR PLENUM. NO PLASTIC MATERIALS
INCLUDING PVC PIPING, CONDUIT, WIRING, ETC. SHALL BE USED. ALL MATERIAL IN THECEILING SPACE IS TO BE PLENUM RATED.
14. PROVIDE CODE REQUIRED CLEARANCE/ACCESS DOORS FOR DAMPERS, VALVES, ANDCLEANOUTS LOCATED IN WALLS OR ABOVE HARD CEILINGS. COORDINATE LOCATIONSWITH ARCHITECT. REFER TO ARCHITECTURAL PLANS FOR CEILING TYPES.
15. DUCTWORK TO AND FROM VAV BOXES/TERMINAL UNITS SHALL BE EQUAL TO THE BOXCONNECTIONS SIZES UNLESS INDICATED OTHERWISE.
16. CONNECTION TO EQUIPMENT SHALL BE VERIFIED WITH MANUFACTURER'S CERTIFIEDDRAWINGS. TRANSITIONS TO ALL EQUIPMENT SHALL BE VERIFIED AND PROVIDED FOREQUIPMENT FURNISHED.
17. ALL BRANCH PIPING TO TERMINAL UNITS TO BE 3/4" UNLESS OTHERWISE NOTED.
DRAWING ISSUE DATE
BUILDING SYSTEMS SCHEMATIC DESIGN 04.20.2018
1
2
3
4
5
P2
P1
P3
PGPF
PEPD
PCPB
1.5
A
B
C
D
E
IN-LINE EXHAUST BOOSTER FAN FOR ENTIRE FLOOR
4ø
14x6
6x6 8x6 10x6 14x6OA 8x6
H1
H1
H1
H1
H1
H1
DRYER VENT CONNECTION
KITCHEN EXHAUST DUCT FOR DOWNDRAFT EXHAUST SYSTEM
DRYER VENT CONNECTION
H2H2
4ø
S-312x6195-4
S-314x6215-3
10x8 12x12 12x12 8x68x12
24x1
2
24x16
6x6
10x6
10x1
0
S-36x6150-3
S-312x6160-3
S-318x6245-3
S-36x665
22x1
2
14x12 8x8
4x4
18x12
FUTURE DUCT LOCATION
E-14x4105
10x6 EAUP&DN
FUTURE CONDENSING UNIT. (TYP 5)
1CU
2CU
3CU
H3 H32
EF
H512x16H412x12
CONTAIN VENTS IN FIRE RATED ENCLOSER PER NFPA
2VFD
1F
2F
SP
6FCU
6FCU
H6
1EUH
2827 JOHN R STREET
DETROIT MI 48201
1003
OOMBRA ARCHITECTS, LLC.PHILADELPHIA, PAWWW.OOMBRA.COM215.948.2564
SCALE : AS INDICATED
OOMBRA PROJECT #
OWNER
BRUSH PARK PROPERTIES, LLC79 ALFRED STREETDETROIT, MICHIGAN 48201313.578.1200
ARCHITECT
OOMBRA ARCHITECTS, LLC.PHILADELPHIA, PAWWW.OOMBRA.COM215.948.2564
STRUCTURAL ENGINEER
THE HARMAN GROUP, INC.900 WEST VALLEY FORGE ROADSUITE 200KING OF PRUSSIA, PA 19406610.337.3360
LANDSCAPE & CIVIL ENGINEER
PEA INC.45 WEST GRAND RIVER AVESUITE 501DETROIT, MI 48226313.769.5770
MEP ENGINEER
STRATEGIC ENERGY SOLUTIONS, INC.4000 WEST ELEVEN MILE ROADBERKLEY, MI 48072248.399.1900SES Project #18 0813 01
PRELIM
INARY
NOT F
OR
CONSTRUCTIO
N
4/20/2018 2:16:11 PM
LEVEL 2 HVAC PLAN
SCALE: 1/8" = 1'-0"LEVEL 2 HVAC PLAN
HVAC GENERAL NOTES1. THESE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL EXTENT OF THE
WORK. PROVIDE HVAC SYSTEMS COMPLETE PER SPECIFICATION, SMACNA STANDARDS,AND PER APPLICABLE CODES INCLUDING ALL NECESSARY OFFSETS, FITTINGS, SPECIALRADIUS OR MITERED ELBOWS WHICH ARE REQUIRED DUE TO SPACE CONSTRAINTS ORSTRUCTURAL CONDITIONS OR OTHER CONDITIONS.
2. CONTRACTOR SHALL COORDINATE THEIR WORK WITH THE WORK OF ALL OTHER TRADES.ALL DUCTWORK IS TO BE ROUTED AS HIGH A POSSIBLE. PROVIDE ACCESS AROUND ALLNEW EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS. VERIFY ALL CLEARANCESPRIOR TO THE FABRICATION OF ANY WORK.
3. DUCTWORK/PIPING SHALL BE ROUTED AS HIGH AS POSSIBLE AND SHALL NOT BE LOCATEDOVER ELECTRICAL EQUIPMENT/PANELS. PROVIDE REQUIRED CLEARANCE IN FRONT OFELECTRICAL EQUIPMENT. DUCTWORK/PIPING SHALL NOT INTERFERE WITH ELECTRICALEQUIPMENT CLEARANCE.
4. DUCTWORK/PIPING SHALL NOT BE INSTALLED IN A LOCATION THAT RESTRICTS THEACCESS TO MECHANICAL DEVICES REQUIRING ACCESS.
5. THE CONTRACTOR SHALL PROVIDE ALL MISCELLANEOUS SUPPORTING STEEL, ETC. FORTHE PROPER INSTALLATION OF ALL MECHANICAL SYSTEMS.
6. COORDINATE FLOOR, WALL, ROOF PENETRATIONS, LOUVER SIZES, PAD LOCATIONS ETC.WITH ARCHITECTURAL TRADES. SEAL ALL PIPING AND DUCT PENETRATIONS.
7. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOREXACT LOCATION OF GRILLES, REGISTERS, AND DIFFUSERS.
8. COORDINATE AND PROVIDE ACCESS DOORS IN HARD CEILING AREAS FOR ACCESS TOBALANCING DAMPERS, ETC. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES.
9. BRANCH DUCTWORK TO GRILLES, REGISTERS AND DIFFUSERS SHALL BE THE SAME SIZEAS THE GRILLE, REGISTER OR DIFFUSER NECK SIZE WHERE NO DUCT SIZE IS INDICATEDON PLAN.
10. MAXIMUM LENGTH OF FLEXIBLE DUCT SHALL BE 5'-0".11. FOR EQUIPMENT VALVING, COMPONENT, AND PIPING ARRANGEMENT, REFER TO PIPING
DIAGRAMS AND DETAILS.12. PAINT ALL VISIBLE INTERIOR SURFACES OF EXHAUST/RETURN GRILLES, REGISTERS AND
VISIBLE ASSOCIATED DUCTWORK FLAT BLACK.13. THE CEILING SPACE IS USED AS A RETURN AIR PLENUM. NO PLASTIC MATERIALS
INCLUDING PVC PIPING, CONDUIT, WIRING, ETC. SHALL BE USED. ALL MATERIAL IN THECEILING SPACE IS TO BE PLENUM RATED.
14. PROVIDE CODE REQUIRED CLEARANCE/ACCESS DOORS FOR DAMPERS, VALVES, ANDCLEANOUTS LOCATED IN WALLS OR ABOVE HARD CEILINGS. COORDINATE LOCATIONSWITH ARCHITECT. REFER TO ARCHITECTURAL PLANS FOR CEILING TYPES.
15. DUCTWORK TO AND FROM VAV BOXES/TERMINAL UNITS SHALL BE EQUAL TO THE BOXCONNECTIONS SIZES UNLESS INDICATED OTHERWISE.
16. CONNECTION TO EQUIPMENT SHALL BE VERIFIED WITH MANUFACTURER'S CERTIFIEDDRAWINGS. TRANSITIONS TO ALL EQUIPMENT SHALL BE VERIFIED AND PROVIDED FOREQUIPMENT FURNISHED.
17. ALL BRANCH PIPING TO TERMINAL UNITS TO BE 3/4" UNLESS OTHERWISE NOTED.
HVAC KEYED NOTESH1 BATHROOM EXHAUST FAN EF-8. PROVIDE WITH BACKDRAFT DAMPER.H2 CONNECT OUTSIDE AIR DUCT INTO RETURN PLENUM FOR FURNACE.H3 DRYER VENT, SEIHO MODEL SFB WITH BACKDRAFT DAMPER, ANODIZED
ALUMINUM. TYPICAL FOR EACH APARTMENT.H4 GREENHECK INTAKE LOUVER ESD-403 WITH INSECT SCREEN. SEE
LOUVER SIZE ON PLAN.H5 GREENHECK EXHAUST LOUVER ESD-403 WITH INSECT SCREEN. SEE
LOUVER SIZE ON PLAN.H6 BATHROOM EXHAUST FAN EF-9. PROVIDE WITH BACKDRAFT DAMPER.
DRAWING ISSUE DATE
BUILDING SYSTEMS SCHEMATIC DESIGN 04.20.2018
1
2
3
4
5
P2
P1
P3
PGPF
PEPD
PCPB
1.5
A
B
C
D
E
H1H1
H1
H1
6x6 8x6
10x6
IN-LINE EXHAUST BOOSTER FAN FOR ENTIRE FLOOR
H2
H2
KITCHEN EXHAUST
8ø
8ø
8ø
KITCHEN EXHAUST
KITCHEN EXHAUST
S-314x6220-3
SA 2
4x12
20x1218x1212x12
12x12 UP
OA 6x6
S-16ø155
E-14x4105
10x6UP&DN
UH-22
H412x12H548x12
E-1214x8105-2
E-1214x8110-2
E-1214x8110-2
E-1214x8115-3
E-1214x8110-3
COCO
COCO
CO
NO2NO2
NO2NO2
NO2
LOCATE SENSORS AT 5'-0" AFF (TYP)
H524x24
14x1
0
20x14
S-16ø155
S-314x6230-3
S-38x6125-2
S-314x6220-3
S-212ø415
10x8
14x1
210
x10
32x12
IN-LINE KITCHEN EXHAUST BOOSTER FAN
3EF-03
4BP-14
5BP-15
6EF
6VFD
3VFD
4AF
5AF
SP
FUTURE DUCT LOCATION
6FCU
6FCU
2827 JOHN R STREET
DETROIT MI 48201
1003
OOMBRA ARCHITECTS, LLC.PHILADELPHIA, PAWWW.OOMBRA.COM215.948.2564
SCALE : AS INDICATED
OOMBRA PROJECT #
OWNER
BRUSH PARK PROPERTIES, LLC79 ALFRED STREETDETROIT, MICHIGAN 48201313.578.1200
ARCHITECT
OOMBRA ARCHITECTS, LLC.PHILADELPHIA, PAWWW.OOMBRA.COM215.948.2564
STRUCTURAL ENGINEER
THE HARMAN GROUP, INC.900 WEST VALLEY FORGE ROADSUITE 200KING OF PRUSSIA, PA 19406610.337.3360
LANDSCAPE & CIVIL ENGINEER
PEA INC.45 WEST GRAND RIVER AVESUITE 501DETROIT, MI 48226313.769.5770
MEP ENGINEER
STRATEGIC ENERGY SOLUTIONS, INC.4000 WEST ELEVEN MILE ROADBERKLEY, MI 48072248.399.1900SES Project #18 0813 01
PRELIM
INARY
NOT F
OR
CONSTRUCTIO
N
4/20/2018 2:16:13 PM
LEVEL 3 HVAC PLAN
SCALE: 1/8" = 1'-0"LEVEL 3 HVAC PLAN
HVAC GENERAL NOTES1. THESE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL EXTENT OF THE
WORK. PROVIDE HVAC SYSTEMS COMPLETE PER SPECIFICATION, SMACNA STANDARDS,AND PER APPLICABLE CODES INCLUDING ALL NECESSARY OFFSETS, FITTINGS, SPECIALRADIUS OR MITERED ELBOWS WHICH ARE REQUIRED DUE TO SPACE CONSTRAINTS ORSTRUCTURAL CONDITIONS OR OTHER CONDITIONS.
2. CONTRACTOR SHALL COORDINATE THEIR WORK WITH THE WORK OF ALL OTHER TRADES.ALL DUCTWORK IS TO BE ROUTED AS HIGH A POSSIBLE. PROVIDE ACCESS AROUND ALLNEW EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS. VERIFY ALL CLEARANCESPRIOR TO THE FABRICATION OF ANY WORK.
3. DUCTWORK/PIPING SHALL BE ROUTED AS HIGH AS POSSIBLE AND SHALL NOT BE LOCATEDOVER ELECTRICAL EQUIPMENT/PANELS. PROVIDE REQUIRED CLEARANCE IN FRONT OFELECTRICAL EQUIPMENT. DUCTWORK/PIPING SHALL NOT INTERFERE WITH ELECTRICALEQUIPMENT CLEARANCE.
4. DUCTWORK/PIPING SHALL NOT BE INSTALLED IN A LOCATION THAT RESTRICTS THEACCESS TO MECHANICAL DEVICES REQUIRING ACCESS.
5. THE CONTRACTOR SHALL PROVIDE ALL MISCELLANEOUS SUPPORTING STEEL, ETC. FORTHE PROPER INSTALLATION OF ALL MECHANICAL SYSTEMS.
6. COORDINATE FLOOR, WALL, ROOF PENETRATIONS, LOUVER SIZES, PAD LOCATIONS ETC.WITH ARCHITECTURAL TRADES. SEAL ALL PIPING AND DUCT PENETRATIONS.
7. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOREXACT LOCATION OF GRILLES, REGISTERS, AND DIFFUSERS.
8. COORDINATE AND PROVIDE ACCESS DOORS IN HARD CEILING AREAS FOR ACCESS TOBALANCING DAMPERS, ETC. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES.
9. BRANCH DUCTWORK TO GRILLES, REGISTERS AND DIFFUSERS SHALL BE THE SAME SIZEAS THE GRILLE, REGISTER OR DIFFUSER NECK SIZE WHERE NO DUCT SIZE IS INDICATEDON PLAN.
10. MAXIMUM LENGTH OF FLEXIBLE DUCT SHALL BE 5'-0".11. FOR EQUIPMENT VALVING, COMPONENT, AND PIPING ARRANGEMENT, REFER TO PIPING
DIAGRAMS AND DETAILS.12. PAINT ALL VISIBLE INTERIOR SURFACES OF EXHAUST/RETURN GRILLES, REGISTERS AND
VISIBLE ASSOCIATED DUCTWORK FLAT BLACK.13. THE CEILING SPACE IS USED AS A RETURN AIR PLENUM. NO PLASTIC MATERIALS
INCLUDING PVC PIPING, CONDUIT, WIRING, ETC. SHALL BE USED. ALL MATERIAL IN THECEILING SPACE IS TO BE PLENUM RATED.
14. PROVIDE CODE REQUIRED CLEARANCE/ACCESS DOORS FOR DAMPERS, VALVES, ANDCLEANOUTS LOCATED IN WALLS OR ABOVE HARD CEILINGS. COORDINATE LOCATIONSWITH ARCHITECT. REFER TO ARCHITECTURAL PLANS FOR CEILING TYPES.
15. DUCTWORK TO AND FROM VAV BOXES/TERMINAL UNITS SHALL BE EQUAL TO THE BOXCONNECTIONS SIZES UNLESS INDICATED OTHERWISE.
16. CONNECTION TO EQUIPMENT SHALL BE VERIFIED WITH MANUFACTURER'S CERTIFIEDDRAWINGS. TRANSITIONS TO ALL EQUIPMENT SHALL BE VERIFIED AND PROVIDED FOREQUIPMENT FURNISHED.
17. ALL BRANCH PIPING TO TERMINAL UNITS TO BE 3/4" UNLESS OTHERWISE NOTED.
HVAC KEYED NOTESH1 BATHROOM EXHAUST FAN EF-8. PROVIDE WITH BACKDRAFT DAMPER.H2 CONNECT OUTSIDE AIR DUCT INTO RETURN PLENUM FOR FURNACE.H3 DRYER VENT, SEIHO MODEL SFB WITH BACKDRAFT DAMPER, ANODIZED
ALUMINUM. TYPICAL FOR EACH APARTMENT.H4 GREENHECK INTAKE LOUVER ESD-403 WITH INSECT SCREEN. SEE
LOUVER SIZE ON PLAN.H5 GREENHECK EXHAUST LOUVER ESD-403 WITH INSECT SCREEN. SEE
LOUVER SIZE ON PLAN.H6 BATHROOM EXHAUST FAN EF-9. PROVIDE WITH BACKDRAFT DAMPER.
DRAWING ISSUE DATE
BUILDING SYSTEMS SCHEMATIC DESIGN 04.20.2018
1
2
3
4
5
P2
P1
P3
PGPF
PEPD
PCPB
1.5
A
B
C
D
E
EA 1
0x8
EA 6x6
OA
6x6
EA 4
ø
EA 1
2x6
EA 6ø
EA 10x8
H1
H1
H1
H2
H2
S-314x6220-3
12x12 8x12 8x6
12x12 SADN
S-36x6115-2
8x6
10x6 EA UP
10x6UP&DN
H3H3
12x12
12x12 H5
H4
H5 16x12
H412x12
S-314x6230-3
8x6
14x1
0
H6
4ø
DRYER VENT CONNECTION
DRYER VENT CONNECTION
4BF
5BF
6CU
7CU
FUTURE DUCT LOCATION
1EUH
S-310x6170-4
S-18ø160
2827 JOHN R STREET
DETROIT MI 48201
1003
OOMBRA ARCHITECTS, LLC.PHILADELPHIA, PAWWW.OOMBRA.COM215.948.2564
SCALE : AS INDICATED
OOMBRA PROJECT #
OWNER
BRUSH PARK PROPERTIES, LLC79 ALFRED STREETDETROIT, MICHIGAN 48201313.578.1200
ARCHITECT
OOMBRA ARCHITECTS, LLC.PHILADELPHIA, PAWWW.OOMBRA.COM215.948.2564
STRUCTURAL ENGINEER
THE HARMAN GROUP, INC.900 WEST VALLEY FORGE ROADSUITE 200KING OF PRUSSIA, PA 19406610.337.3360
LANDSCAPE & CIVIL ENGINEER
PEA INC.45 WEST GRAND RIVER AVESUITE 501DETROIT, MI 48226313.769.5770
MEP ENGINEER
STRATEGIC ENERGY SOLUTIONS, INC.4000 WEST ELEVEN MILE ROADBERKLEY, MI 48072248.399.1900SES Project #18 0813 01
PRELIM
INARY
NOT F
OR
CONSTRUCTIO
N
4/20/2018 2:16:16 PM
LEVEL 4 HVAC PLAN
SCALE: 1/8" = 1'-0"LEVEL 4 HVAC PLAN
HVAC GENERAL NOTES1. THESE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL EXTENT OF THE
WORK. PROVIDE HVAC SYSTEMS COMPLETE PER SPECIFICATION, SMACNA STANDARDS,AND PER APPLICABLE CODES INCLUDING ALL NECESSARY OFFSETS, FITTINGS, SPECIALRADIUS OR MITERED ELBOWS WHICH ARE REQUIRED DUE TO SPACE CONSTRAINTS ORSTRUCTURAL CONDITIONS OR OTHER CONDITIONS.
2. CONTRACTOR SHALL COORDINATE THEIR WORK WITH THE WORK OF ALL OTHER TRADES.ALL DUCTWORK IS TO BE ROUTED AS HIGH A POSSIBLE. PROVIDE ACCESS AROUND ALLNEW EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS. VERIFY ALL CLEARANCESPRIOR TO THE FABRICATION OF ANY WORK.
3. DUCTWORK/PIPING SHALL BE ROUTED AS HIGH AS POSSIBLE AND SHALL NOT BE LOCATEDOVER ELECTRICAL EQUIPMENT/PANELS. PROVIDE REQUIRED CLEARANCE IN FRONT OFELECTRICAL EQUIPMENT. DUCTWORK/PIPING SHALL NOT INTERFERE WITH ELECTRICALEQUIPMENT CLEARANCE.
4. DUCTWORK/PIPING SHALL NOT BE INSTALLED IN A LOCATION THAT RESTRICTS THEACCESS TO MECHANICAL DEVICES REQUIRING ACCESS.
5. THE CONTRACTOR SHALL PROVIDE ALL MISCELLANEOUS SUPPORTING STEEL, ETC. FORTHE PROPER INSTALLATION OF ALL MECHANICAL SYSTEMS.
6. COORDINATE FLOOR, WALL, ROOF PENETRATIONS, LOUVER SIZES, PAD LOCATIONS ETC.WITH ARCHITECTURAL TRADES. SEAL ALL PIPING AND DUCT PENETRATIONS.
7. THE CONTRACTOR SHALL REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOREXACT LOCATION OF GRILLES, REGISTERS, AND DIFFUSERS.
8. COORDINATE AND PROVIDE ACCESS DOORS IN HARD CEILING AREAS FOR ACCESS TOBALANCING DAMPERS, ETC. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES.
9. BRANCH DUCTWORK TO GRILLES, REGISTERS AND DIFFUSERS SHALL BE THE SAME SIZEAS THE GRILLE, REGISTER OR DIFFUSER NECK SIZE WHERE NO DUCT SIZE IS INDICATEDON PLAN.
10. MAXIMUM LENGTH OF FLEXIBLE DUCT SHALL BE 5'-0".11. FOR EQUIPMENT VALVING, COMPONENT, AND PIPING ARRANGEMENT, REFER TO PIPING
DIAGRAMS AND DETAILS.12. PAINT ALL VISIBLE INTERIOR SURFACES OF EXHAUST/RETURN GRILLES, REGISTERS AND
VISIBLE ASSOCIATED DUCTWORK FLAT BLACK.13. THE CEILING SPACE IS USED AS A RETURN AIR PLENUM. NO PLASTIC MATERIALS
INCLUDING PVC PIPING, CONDUIT, WIRING, ETC. SHALL BE USED. ALL MATERIAL IN THECEILING SPACE IS TO BE PLENUM RATED.
14. PROVIDE CODE REQUIRED CLEARANCE/ACCESS DOORS FOR DAMPERS, VALVES, ANDCLEANOUTS LOCATED IN WALLS OR ABOVE HARD CEILINGS. COORDINATE LOCATIONSWITH ARCHITECT. REFER TO ARCHITECTURAL PLANS FOR CEILING TYPES.
15. DUCTWORK TO AND FROM VAV BOXES/TERMINAL UNITS SHALL BE EQUAL TO THE BOXCONNECTIONS SIZES UNLESS INDICATED OTHERWISE.
16. CONNECTION TO EQUIPMENT SHALL BE VERIFIED WITH MANUFACTURER'S CERTIFIEDDRAWINGS. TRANSITIONS TO ALL EQUIPMENT SHALL BE VERIFIED AND PROVIDED FOREQUIPMENT FURNISHED.
17. ALL BRANCH PIPING TO TERMINAL UNITS TO BE 3/4" UNLESS OTHERWISE NOTED.
HVAC KEYED NOTESH1 BATHROOM EXHAUST FAN EF-8. PROVIDE WITH BACKDRAFT DAMPER.H2 CONNECT OUTSIDE AIR DUCT INTO RETURN PLENUM FOR FURNACE.H3 DRYER VENT, SEIHO MODEL SFB WITH BACKDRAFT DAMPER, ANODIZED
ALUMINUM. TYPICAL FOR EACH APARTMENT.H4 GREENHECK INTAKE LOUVER ESD-403 WITH INSECT SCREEN. SEE
LOUVER SIZE ON PLAN.H5 GREENHECK EXHAUST LOUVER ESD-403 WITH INSECT SCREEN. SEE
LOUVER SIZE ON PLAN.H6 BATHROOM EXHAUST FAN EF-9. PROVIDE WITH BACKDRAFT DAMPER.
DRAWING ISSUE DATE
BUILDING SYSTEMS SCHEMATIC DESIGN 04.20.2018
1
2
3
4
5
P2
P1
P3
PGPF
PEPD
PCPB
1.5
A
B
C
D
E
7EF
4ACU
4BCU
5ACU
5BCU
FUTURE DUCT LOCATION
2827 JOHN R STREET
DETROIT MI 48201
1003
OOMBRA ARCHITECTS, LLC.PHILADELPHIA, PAWWW.OOMBRA.COM215.948.2564
SCALE : AS INDICATED
OOMBRA PROJECT #
OWNER
BRUSH PARK PROPERTIES, LLC79 ALFRED STREETDETROIT, MICHIGAN 48201313.578.1200
ARCHITECT
OOMBRA ARCHITECTS, LLC.PHILADELPHIA, PAWWW.OOMBRA.COM215.948.2564
STRUCTURAL ENGINEER
THE HARMAN GROUP, INC.900 WEST VALLEY FORGE ROADSUITE 200KING OF PRUSSIA, PA 19406610.337.3360
LANDSCAPE & CIVIL ENGINEER
PEA INC.45 WEST GRAND RIVER AVESUITE 501DETROIT, MI 48226313.769.5770
MEP ENGINEER
STRATEGIC ENERGY SOLUTIONS, INC.4000 WEST ELEVEN MILE ROADBERKLEY, MI 48072248.399.1900SES Project #18 0813 01
PRELIM
INARY
NOT F
OR
CONSTRUCTIO
N
4/20/2018 2:06:12 PM
ROOF MECHANICAL PLAN
SCALE: 1/8" = 1'-0"ROOF MECHANICAL PLAN
DRAWING ISSUE DATE
BUILDING SYSTEMS SCHEMATIC DESIGN 04.20.2018
Ø
H
RW
W H
W2
H
R1W1
R2
WR
H
W
H H
W
TYPE RE 1 RADIUS ELBOWCENTERLINE = 3W/2 = STD RADIUS
TYPE RE 2 SQUARE THROATELBOW WITH VANES
TYPE RE 4 SQUARE THROATELBOW WITHOUT VANES. DO NOT
USE ON EXCEPT FOR RETURNBOOTS.
TYPE RE 3 RADIUS ELBOWWITH VANES
TYPE RE 5 DUAL RADIUS ELBOW
MITERED ELBOW
R2 = R1 + W2
R1 = ¾*W1, WHERE W1>W2
Ø
Ø
AIRFOIL TYPETURNING VANES
FLAT OVAL DUCT BRANCHTAKE-OFF SIMILAR
RETURN OR EXHAUST DUCTSUPPLY DUCT
AIR
FLO
W
AIR
FLO
W
ECCENTRICTEE FITTING
CONCENTRICTEE FITTING
ROOF
PREFABRICATED CURB
ROOFING MEMBRANE COORDINATEW/ ROOFING MANUFACTURER
ROOF OPENING, CONTRACTOR TOCOORDINATE SIZE AND LOCATION
BACKDRAFT DAMPER
EXHAUST DUCTWORKREFER TO PLANFOR SIZES
BIRDSCREEN
FAN MOTOR
ELECTRICALDISCONNECT
REMOVABLE ACCESS COVER
ROOF
WEATHER CAP
DIVERTING CONE
FLUE STACK
STORM COLLAR
VENTED THIMBLE
1" CLEAR OPENING
CONE FLASHING
SUPPORT BRACKETS(4 REQUIRED)
FLUE STACK
"D"
.
2 1/2" "D"
4'-0
"
RETURN AIR DUCTFROM SYSTEM
VENT CONNECTOR
COMBUSTION AIRCONNECTOR
TRAP
3/4" CONDENSATEDRAIN TO FLOOR DRAIN
FLEXIBLECONNECTION(TYP)
FLOOR
GAS MAIN
SUPPLY AIR DUCTTO SYSTEM
COOLING COILW/ ENCLOSURE
FURNACE UNIT
GAS COCK
DIRT LEG - FULL SIZE
EQUIPMENT CURBREFER TO ARCH. DWGS.
REFRIGERANT SUCTION& LIQUID LINES TOCONDENSING UNIT
12" MINABOVE
AVERAGE SNOW
ACCUMULATION
EXHAUST AIREXHAUST AIR
INTAKE AIR
INTAKE AIR
INTAKE AIR
GRADE
ELBOW (FURNISHED)
CLAMP (FURNISHED)
2" x 1 ½" REDUCERBUSHING (FURNISHED)
3"
OUTSIDE
X"X"
X"
SLIDE SUPPORT FOR LINT SCREEN
X" x Y" x Z" LINT SCREEN
HINGED GLASS DOOR W/ HANDLE
SLIDE SUPPORT FOR LINT SCREEN
X"Ø
FOR USE WHEN A BRANCHTAKE-OFF IS TO HANDLE MORE THAN25% OF THE AIR HANDLED BY THEMAIN DUCT
AIR
FLO
W
SUPPLY, RETURN OR EXHAUST DUCTRECTANGULAR TO ROUND DUCT
AIR
FLO
W
RETURN OR EXHAUST DUCT
AIR
FLO
W
SUPPLY DUCT
INCREASINGRADIUS ELBOW
CONCENTRICSPIN-IN FITTING
SIZE THE LEADING ENDOF THE ELBOW IN THESAME RATIO TO THE MAINDUCT SIZE AS THE RATIOOF THE RELATIVE AIRQUANTITIES HANDLED
4" MIN DIM
"B"
1.25
xDIM
"B"
DIM
"B"
1.25
xDIM
"B"
DIM
"B".
45.00°
45.0
0°
RADIUS =
0.75 "
B"
4" MIN
30"
OPEN ENDRETURN AIR DUCT
ACCESS PANEL
FAN COIL UNIT
FLEX CONNECTION
SUPPLY DUCT TO SYSTEM (ACOUSTICALLYLINE DUCT 5' DOWNSTREAM OF DISCHARGE)DUCT SIZE SHOWN ON PLAN SHALLTRANSITION TO UNIT SIZE CONNECTION
OPEN END OUTSIDE AIRROUND DUCT CONNECTION(SEE PLANS FOR SIZE)
THREADED ROD HANGERS,NUTS, WASHERS & SPRINGVIBRATION ISOLATORS (TYP)
MANUALBALANCINGDAMPER
3/4" CONDENSATE
12" MIN ABOVEAVERAGE SNOWACCUMULATION
EXHAUST AIR
INTAKE AIR
INTAKE AIREXHAUST AIR
INTAKE AIR
FLASHING (FURNISHED)
ROOF
CLAMP (FURNISHED)
ELBOW (FURNISHED)2" x 1 1/2" REDUCERBUSHING (FURNISHED)
3"
.
G
3/4" DRAIN COCK (HOSE END)
AUTO GAS VALVE
GAS PRESSURE REGULATOR
GATE VALVE
DIRT POCKET
30° DOWNTURN NOZZLE
SUPPORT FROMSTRUCTUREAS REQ'D
3/8"Ø HANGER RODS
'UL' LISTED DRAFT DIVERTER
FLUE THRU ROOF
ROOF FLASHING(BY MECH TRADES)
2827 JOHN R STREET
DETROIT MI 48201
1003
OOMBRA ARCHITECTS, LLC.PHILADELPHIA, PAWWW.OOMBRA.COM215.948.2564
SCALE : AS INDICATED
OOMBRA PROJECT #
OWNER
BRUSH PARK PROPERTIES, LLC79 ALFRED STREETDETROIT, MICHIGAN 48201313.578.1200
ARCHITECT
OOMBRA ARCHITECTS, LLC.PHILADELPHIA, PAWWW.OOMBRA.COM215.948.2564
STRUCTURAL ENGINEER
THE HARMAN GROUP, INC.900 WEST VALLEY FORGE ROADSUITE 200KING OF PRUSSIA, PA 19406610.337.3360
LANDSCAPE & CIVIL ENGINEER
PEA INC.45 WEST GRAND RIVER AVESUITE 501DETROIT, MI 48226313.769.5770
MEP ENGINEER
STRATEGIC ENERGY SOLUTIONS, INC.4000 WEST ELEVEN MILE ROADBERKLEY, MI 48072248.399.1900SES Project #18 0813 01
PRELIM
INARY
NOT F
OR
CONSTRUCTIO
N
4/20/2018 2:06:13 PM
MECHANICAL DETAILS
NO SCALEDUCT RECTANGULAR SHEETMETAL ELBOWS
NO SCALEDUCT ROUND BRANCH TAKE-OFF DETAILS
NO SCALEEXHAUST FAN- ROOF MOUNTING DETAIL
NO SCALEFLUE STACK DETAIL- 1
NO SCALEGAS FURNACE DETAIL
NO SCALECONCENTRIC TERMINATION - WALL
NO SCALEDRYER LINT TRAP
NO SCALEDUCT RECTANGULAR BRANCH TAKE-OFF DETAILS
NO SCALEFAN COIL UNIT- HORIZONTAL INSTALLATION
NO SCALECONCENTRIC TERMINATION - SLOPED ROOF
NO SCALEUNIT HEATER-GAS DETAIL - 1
DRAWING ISSUE DATE
BUILDING SYSTEMS SCHEMATIC DESIGN 04.20.2018
29" 49 1/2"
56 5/8"
CONTROL PANEL ASSEMBLY
P1 P2
PRV #2
PRESSURE GAUGEPRV#1
X" 125# ANSIFLANGED OUTLET
COMBINATION PRESSUREREDUCING ANDCHECK VALVE
PRESSURE SWITCHESAS REQUIRED
THERMALRELIEF VALVE
X" 125# ANSIFLANGED INLET
11/16"Ø (4) HOLES
.
9" MAX
PRV TRIMOVERHANG,
.
.
OF COLUMN
TEST TEE CONNECTION WITH CLEANOUT PLUG.PROVIDE ACCESS COVER IN WALL OR COLUMNENCLOSURE WHERE REQUIRED
BASE ELL, SAME SIZE ASUNDERGROUND BRANCH LINE
CONCRETE SUPPORT AS REQUIRED
COLUMN PIER
CAST IRON PIPEFITTING AS REQD
FINISHED FLOOR
RAIN CONDUCTOR ORSANITARY STACK,SEE PLANS FORSIZES AND LOCATIONS
20" MIN FOR PIPES OVER 6", 17" MINFOR 6" PIPES AND SMALLER, 42" MINFOR STACKS IN UNHEATED AREAS
.
CL
FS
BY SITECONTRACTOR
12"
COMBINED STANDPIPEAND SPRINKLER SUPPLY LINE
FLOW SWITCH
UNION WITH 3/32"ORIFICE (TYP FORCONTROL PRESSURESENSING LINES)
JOCKEY PUMPCONTROL PRESSURESENSING LINE
BUILDING WALL
TO JOCKEY PUMPCONTROL PANEL
FIRE PUMPCONTROL PRESSURESENSING LINE
FIRE PUMPCONTROL PANEL
SUPERVISED OS & Y VALVE (TYP)
AUTOMATIC AIRRELEASE VALVE
CHECKVALVE (TYP)
FIRE PUMP
8" CONCRETE BASECASINGRELIEFVALVE
FUNNELFLOORDRAIN
JOCKEY PUMP
DOUBLE CHECKVALVE ASSEMBLY
BALL DRIP TODRAIN (TYP)
FIRE PUMP TESTMANIFOLD 1 VALVEFOR EACH 250GPM RATINGOF FIRE PUMP
FIRE DEPARTMENTCONNECTION
EXTERIOR WALL
8" FP SERVICE
8" BYPASS LINE
2"DRAINLINE
6
4
DOUBLE TUBING TRACERW/OUT HEAT TRANSFER
OPTIONAL CHANNEL
HEAT TRANSFER CEMENT
TUBING TRACER
TUBING TRACER (BOTTOMOF PIPE PREFERRED)
ELECTRIC CABLE OR TAPE TRACER
BELT SECURING TRACER TO PIPE
BELT SECURING CHANNEL TO PIPE
NOTES:
1. TUBING TRACING BELTED ORWIRED TO PIPE EVERY 3'-0"MIN AND BOTH SIDES OF ALL FITTINGS.
2. SECURE ELECTRICAL CABLE ORTAPE TRACING TO PIPE PER MFG'SINSTRUCTIONS.
3. INSULATION AND JACKETING FOR INDOOR OR OUTDOORAPPLICATION AS REQD.
4BP 7 GALLON HYDRO-
PNEUMATIC TANK PROVIDED WITH INLINE BOOSTER PUMP (TYP.)
3BP
2BP
1BP
5BP
6BP
7BP
WATER METER ASSEMBLY (TYP.) REFER TO DETAIL ON THIS SHEET
3" WATER SERVICE
6" FIRE PROTECTION SERVICE
FROM HW AND CWPIPING RISERS
HOT WATER COPPER PIPING MANIFOLDMOUNT MANIFOLDS ON 3/4" PLYWOODBACKER BOARD
COLD WATER COPPERPIPING MANIFOLD
PEX PIPING TO PLUMBINGFIXTURE (TYP)
CW
HW
CW
HW
CW
HW
CW
HW
CW
HW
CW
HW
CW
CW
HW
ISOLATION VALVE (TYP) NOTE:
REFER TO FLOOR PLANS FOR EXACTQUANTITIES AND TYPES OF FIXTURES
PLUGGED 1/8" NPT TESTGAUGE CONNECTION
CONNECT TO UNIT GAS CONTROLSWITH GROUND JOINT UNION PROVIDEGROMMET FOR WATER-TIGHT SEALSIZE AS NOTED ON PLAN
DRIP LEG/DIRT POCKET
PIPE SUPPORT (TYP)
GAS PIPE ADJUSTMENT ATROOF OBSTRUCTIONS (TYP)
ROOF
TYP PIPE ORCONDUIT, ETC
GAS PIPING (2 PSI)RUN ON ROOF
ROOFTOP UNIT
GAS COCK WITH PLUGGED 1/8"NPT TEST GAUGE CONNECTION
GROUND JOINT UNION
VENT ELBOW DOWN
DIRECT ACTING, SPRING LOADED, GAS PRESSURE REGULATORWITH INTERNAL VENT. SCHLUMBERGER B42 SERIES.INCOMING PRESSURE=2 PSI REDUCED PRESSURE 6" WC
6"
2" MIN (TYP)18" MIN
.
EQUIPMENT
SOLDER
OVERFLOW DRAINPAN, SEE NOTE 5
DO NOT REDUCEPIPE SIZE FROMOUTLET TO DRAIN
SOLDER FLANGETO INSIDE OFDRAIN PAN
SEE NOTE 5
SEAL DRAIN PANWITH NEOPRENEWASHERS ATSUPPORT RODS
DRAIN PAN WITH SIDECONNECTED DRAIN PIPE
DRAIN PAN WITH BOTTOMCONNECTED DRAIN PIPE
DRAIN PAN MAY BE SUPPORTEDFROM EQUIPMENT WITH METAL STRAPS ATTACHED WITH METAL SCREWS SEE NOTE 3
NOTES:
1. CROSS BREAK BOTTOM OF SHEET METAL DRAIN PAN TO PROVIDE SLOPED DRAINAGE TO OUTLET
2. SOLDER OR OTHERWISE SEAL ALL JOINTS TO MAKE DRAIN PAN LEAK TIGHT.
3. SUSPEND DRAIN PAN WITH EQUIPMENT SUPPORT RODS WHEN POSSIBLE, OTHERWISE ATTACHWITH STRAPS TO EQUIPMENT.
4. FABRICATE DRAIN PAN FROM 24 GA GALV SHEET METAL.
5. ROUTE DRAIN TO CODE APPROVED CONSPICUOUS LOCATION.
CONTROL PANEL
POWER SUPPLY
2" PUMP DISCHARGE TOFLOOR OR FUNNEL DRAIN,WITH AIR GAP
FLOOR
3" TO COMMON SANITARY LINE
HIGH LIQUID ALARM FLOAT
PUMP ON/OFF FLOAT
SWING TYPE CHECK VALVE
4" CONCRETE FILL
ANGLE IRON SUPPORT
OPEN GRATING WITH CUT -OUTFOR DISCHARGE ANDELECTRICAL CONDUIT
NOTE:
MECHANICAL AND ARCHITECTURAL TRADES SHALL COORDINATE ALLREQUIREMENTS TO ASSURE PROPER WATERTIGHT INSTALLATION.
CUT CIRCULAR INSIDE PROFILE OUT OF 2xWOOD BLOCKING TO SECURE SUMP PAN
ROOF MEMBRANE ON RIGID INSULATION(TAPER AT SUMP PLATE)
METAL ROOF DECKING
14 GA RECESSED SUMP PAN
BRONZE EXPANSION FITTING
RAIN CONDUCTOR(SEE MECH DRAWINGS)SEE PLAN FOR SIZE
5" x 3 1/2" x 5/16" ANGLEFRAME FOR SUMP PAN
UNDER - DECK CLAMP
SUMP FLASHING COLLAR/GRAVEL STOP
ROOF SUMP AND FITTINGSBY MECH CONTRACTOR
GRADE7" REGULATOR
(5) RESIDENTIAL GAS METERS FOR CONDOMINUMS @ 7" W.C.
(2) RESIDENTIAL GAS METERS FOR TOWNHOMES @ 7" W.C.
(1) HOUSE METER @ 14" W.C.
LOCK WING
GAS SUPPLY LINES TO EQUIPMENT. REFER TO FLOO RPLANS FOR CONTINUATION (TYP.).
COORDINATE LOCATION OF INCOMING GAS WITH UTILITY.
NOTES: 1. REFER TO PLUMBING FLOOR PLANS FOR ADDITIONAL METER AND GAS LOAD INFORMATION.
14" REGULATOR
LOCK WING
COORDINATE LOCATION OF INCOMING GAS WITH UTILITY.
PROVIDE (3) X" CAPPED GAS LINE WITH ISOLATION VALVES FOR FUTURE REATAURANT/RETAIL TENANT USE.
FULL SIZE BY-PASS
REDUCED PRESSUREBACK FLOW PREVENTER
X" CW TO SYSTEM
ISOLATION VALVE (TYP)
FLOOR DRAIN
WATER METER
FIN FLOOR
NEW X" WATER SERVICE
2827 JOHN R STREET
DETROIT MI 48201
1003
OOMBRA ARCHITECTS, LLC.PHILADELPHIA, PAWWW.OOMBRA.COM215.948.2564
SCALE : AS INDICATED
OOMBRA PROJECT #
OWNER
BRUSH PARK PROPERTIES, LLC79 ALFRED STREETDETROIT, MICHIGAN 48201313.578.1200
ARCHITECT
OOMBRA ARCHITECTS, LLC.PHILADELPHIA, PAWWW.OOMBRA.COM215.948.2564
STRUCTURAL ENGINEER
THE HARMAN GROUP, INC.900 WEST VALLEY FORGE ROADSUITE 200KING OF PRUSSIA, PA 19406610.337.3360
LANDSCAPE & CIVIL ENGINEER
PEA INC.45 WEST GRAND RIVER AVESUITE 501DETROIT, MI 48226313.769.5770
MEP ENGINEER
STRATEGIC ENERGY SOLUTIONS, INC.4000 WEST ELEVEN MILE ROADBERKLEY, MI 48072248.399.1900SES Project #18 0813 01
PRELIM
INARY
NOT F
OR
CONSTRUCTIO
N
4/20/2018 2:06:15 PM
MECHANICAL DETAILS
NO SCALEBOOSTER PUMP PACKAGE (DUPLEX)
NO SCALEBASE CONNECTION FOR RAIN CONDUCTOR AND SANITARY STACKS
NO SCALEFIRE PUMP DETAIL
NO SCALETRACED PIPING
NO SCALEDOMESTIC WATER DISTRIBUTION DIAGRAM
NO SCALEPEX - MANIFOLD DETAIL
NO SCALEGASPIPING CONNECTION
NO SCALECONDENSATE OVERFLOW DRAIN PAN
NO SCALEELEVATOR SUMP PUMP DETAIL
NO SCALEROOF SUMP
NO SCALEGAS METER PIPING DETAIL
NO SCALEWATER METER - WITH RPZ DETAIL #1
DRAWING ISSUE DATE
BUILDING SYSTEMS SCHEMATIC DESIGN 04.20.2018
CONDENSING UNIT SCHEDULE
UNIT IDNOMINALTONNAGE
MINIMUMSEER
ELECTRICAL FAN COMPRESSORS
MODEL NO. REMARKS
MCAMAX FUSE
SIZEVOLTS PHASE RPM CFM NO. TYPE
CU-1 3 700 3600 1 XC20-036-230A
CU-2 3 700 3600 1 XC20-036-230A
CU-3 3 700 3600 1 XC20-036-230A
CU-4A 4 800 4000 1 XC20-048-230A
CU-4B 4 800 4000 1 XC20-048-230A
CU-5A 3 700 3600 1 XC20-036-230A
CU-5B 3 700 3600 1 XC20-036-230A
CU-6 3 700 3600 1 XC20-036-230A
CU-7 3 700 3600 1 XC20-036-230A
NOTES:
1. MODEL NUMBERS ARE LENNOX UNLESS OTHERWISE NOTED.
FURNACE SCHEDULE
UNIT ID SERVICE SUPPLY CFMOACFM
ESP BLOWER HPCONDENSER
TAG
HEATING SECTION COOLING ELECTRICAL
MODEL NO. REMARKSINPUT(MBH)
OUTPUT(MBH)
EFF AFUENOMINALTONNAGE
UNITAMPACITY
FUSESIZE
(AMPS)VOLTS PHASE
F-1 UNIT 1 1845 75 17 3 SLP98UH070XV36B
F-2 UNIT 2 1670 70 8.5 3 SLP98UH070XV36B
F-3 UNIT 3 1845 75 17 3 SLP98UH070XV36B
F-4A UNIT 4 LOWER 1880 100 22 4 SLP98UH090XV48C
F-4B UNIT 4 UPPER 1880 100 22 4 SLP98UH090XV48C
F-5A UNIT 5 LOWER 1710 90 15.5 3 SLP98UH070XV36B
F-5B UNIT 5 UPPER 1710 90 15.5 3 SLP98UH070XV36B
F-6 TOWNHOME A 1850 75 17 3 SLP98UH070XV36B
F-7 TOWNHOME B 1850 75 17 3 SLP98UH070XV36B
NOTES:
1. MODEL NUMBERS ARE LENNOX UNLESS OTHERWISE NOTED.
HEAT PUMP UNIT SCHEDULE
UNIT IDHEATPUMPTYPE
AREASERVED
(UNIT NO.)REMARKS
HP-001
HP-002
HP-007
HP-016
HP-020
NOTES:
1. XXX
FAN COIL UNIT SCHEDULE
UNIT IDNOMINALAIRFLOW(CFM)
FAN COOLING COIL HEATING COILMAXIMUM UNIT DIMENSIONS FILTER ELECTRICAL
MODEL NO. REMARKSMAXWATTS
RPMSENSIBLE CAPACITY (MBH)TOTAL
CAPACITY(MBH)
AIR WATER MINTOTAL
CAPACITY(MBH)
AIR WATER
EDB °F LDB °FFLOW(GPM)
EWT °F LWT °FMAXWPD
(FT HD)EDB °F LDB °F
FLOW(GPM)
EWT °F LWT °FMAXWPD
(FT HD)
LENGTH(IN)
DEPTH(IN)
HEIGHT(IN)
TYPE AMPS VOLTS PHASE
FCU-001
FCU-002
FCU-007
FCU-016
FCU-020
FCU-6
NOTES:
1. CAPACITIES BASED ON HIGH SPEED SETTING.
2. COOLING COIL CAPACITY BASED ON 75° FDB, 62.5° FWB EAT.
3. CONTROL VALVES SHALL BE SELECTED FOR A PRESSURE DROP EQUAL TO TWO TIMES THE PRESSURE DROP OF THE ASSOCIATED HEAT TRANSFER DEVICE. PRESSURE DROP OF THESELECTED VALVE SHALL NOT EXCEED A MAXIMUM OF 15 FEET OF HEAD OR A MINIMUM OF 2.3 FEET OF HEAD.
EXHAUST FAN SCHEDULE
UNIT ID SERVING TYPE CFMESP
(IN WG)FANRPM
MOTOR ELECTRICAL
MODEL NO. REMARKS
BHP HP RPMDRIVETYPE
VOLTS PHASE
EF-1 TRASH ROOM IN-LINE 625
EF-2 2ND FLOOR BATHROOMS IN-LINE 300
EF-3 3RD FLOOR BATHROOMS IN-LINE 200
EF-4 UNIT 4 KITCHEN IN-LINE 290
EF-5 UNIT 3 KITCHEN IN-LINE 290
EF-6 GARAGES IN-LINE 1325
EF-8 BATHROOM CEILING 50
EF-9 UNIT 4 MASTER BATH CEILING 270
NOTES:
1. MODEL NUMBERS ARE GREENHECK UNLESS OTHERWISE NOTED.
2. ROVIDE WITH GRAVITY BACKDRAFT DAMPER.
3. CONTROL SHALL BE BY MANUAL MOTOR STARTER PROVIDED BY ELECTRICAL TRADES.
ROOF MOUNTED EXHAUST FAN SCHEDULE
UNIT ID SERVING TYPE CFMESP
(IN WG)FANRPM
MOTOR ELECTRICAL CURBHEIGHT(IN)
MODEL NO. REMARKS
BHP HP RPMDRIVETYPE
VOLTS PHASE
EF-7 TRASH ROOMS DOWNBLAST 380 GB-081
NOTES:
1. MODEL NUMBERS ARE GREENHECK UNLESS OTHERWISE NOTED.
2. CONTROL SHALL BE BY MANUAL MOTOR STARTER PROVIDED BY ELECTRICAL TRADES.
GRILLE, REGISTER AND DIFFUSER SCHEDULE
UNIT IDFACESIZE
NECK SIZE MOUNTING ACCESSORY FINISH MATERIAL TYPE MODEL NO. REMARKS
S-1 12"x12" SEE PLANS NOTE 2 - WHITE STEEL SPD
S-2 24"x24" SEE PLANS NOTE 2 - WHITE STEEL SPD
S-3 NECK+2" SEE PLANS DUCT - WHITE STEEL 520
S-4 24"x24" SEE PLANS NOTE 2 - WHITE STEEL PDC
R-1 24"x24" 22x22 NOTE 2 - WHITE STEEL PDDR
R-2 24"x12" 22x12 NOTE 2 - WHITE STEEL PDDR
R-3 NECK+2" SEE PLANS NOTE 2 - WHITE STEEL 80
R-4 NECK+2" SEE PLANS NOTE 2 - WHITE STEEL 510Z
E-1 NECK+2" SEE PLANS NOTE 2 - WHITE STEEL 510Z
E-2 24"x24" SEE PLANS NOTE 2 - WHITE STEEL PDDR
NOTES:
1. MODEL NUMBERS ARE PRICE UNLESS OTHERWISE NOTED.
2. REFER TO ARCHITECTURAL CEILING PLAN AND COORDINATE FRAME TYPE ACCORDINGLY.
ELECTRIC UNIT HEATER SCHEDULE
UNIT IDCAPCITY(KW)
CAPACITY (BTU)AIRFLOW(CFM)
TEMPRISE (°F)
ELECTRICAL
MODEL NO. REMARKSVOLTS PHASE AMPS
EUH-1 0.5 1700 65 120 CWH1101DSAF
NOTES:
1. MODEL NUMBERS ARE QMARK UNLESS OTHERWISE NOTED.
VARIABLE FREQUENCY DRIVE SCHEDULE
UNIT IDUNIT
SERVICELOCATION
MOUNTING
REMARKSSURFACE
MOTORCONTROLCENTER
PACKAGEDWITH EQUIP.
VFD-2 EF-2 STAIRWAY
VFD-3 EF-3 STAIRWAY
VFD-6 EF-6PARKING
STRUCTURE
NOTES:
1. VARIABLE SPEED DRIVE RATED HORSEPOWER SHALL MATCH THE REQUIREMENTS OF THE EQUIPMENT THAT ITSERVES. COORDINATE WITH MANUFACTURER.
TANKLESS WATER HEATER SCHEDULE
UNIT IDFUELTYPE
INPUT(MBH)
OUTPUT (MBH)PRESSURE RATING (PSIG)
WATER STORAGE TANK
MODEL NO. REMARKSEWT°F
LWT°F
FLOW(GPM)
WPD(FT)
CAP(GAL)
LWT°F
FLOW(GPM)
WH-1 GAS 199 185 10.6 2.7 NOBLE NKC199N
WH-2 GAS 160 6.6 - - - LTI-240H-N
NOTES:
1. MODEL NUMBERS ARE LOCHINVAR UNLESS OTHERWISE NOTED.
2. PROVIDE FOUR-STAGE FIRING CONTROL.
3. PROVIDE FLOW SWITCH.
4. PROVIDE CIRCULATING PUMPS - SEE PUMP SCHEDULE.
5. PROVIDE VERTICAL VENT KIT.
6. PROVIDE WITH SEQUENCING PANEL FOR ALL STAGES.
FIRE PUMP SCHEDULE
UNIT ID GPMHEAD(PSI)
HP VOLTS/ PHASE
DISCONNECT/STARTER
MANUFACTURERMODELNO. NOTES
TYPEFURNISHEDDIVISION
INSTALLEDDIVISION
CONNECTDIVISION
FP-1 250 40 10 208/3 DISC/SSRV 23 23 26 AC FIRE PUMP 3x3x7F 1 - 2, INLINE FIRE PUMP
JP-1 5 50 3/4 208/3 DISC/FVNR 23 23 26 GOULDS 1SV6 1, VERTICAL MULTI-STAGE
MOTORRPM
3550
3500
NOTES:
1. THIS IS AN ESTIMATED HEAD PRESSURE - CONTRACTOR TO PROVIDE HYDROSTATIC CALCULATIONS TOCONFIRM.
2. FIRE PROTECTION CONTRACTOR TO PROVIDE FIRE PUMP CONTROLLER, DISCONNECT AND TRANSFERSWITCHES.
2827 JOHN R STREET
DETROIT MI 48201
1003
OOMBRA ARCHITECTS, LLC.PHILADELPHIA, PAWWW.OOMBRA.COM215.948.2564
SCALE : AS INDICATED
OOMBRA PROJECT #
OWNER
BRUSH PARK PROPERTIES, LLC79 ALFRED STREETDETROIT, MICHIGAN 48201313.578.1200
ARCHITECT
OOMBRA ARCHITECTS, LLC.PHILADELPHIA, PAWWW.OOMBRA.COM215.948.2564
STRUCTURAL ENGINEER
THE HARMAN GROUP, INC.900 WEST VALLEY FORGE ROADSUITE 200KING OF PRUSSIA, PA 19406610.337.3360
LANDSCAPE & CIVIL ENGINEER
PEA INC.45 WEST GRAND RIVER AVESUITE 501DETROIT, MI 48226313.769.5770
MEP ENGINEER
STRATEGIC ENERGY SOLUTIONS, INC.4000 WEST ELEVEN MILE ROADBERKLEY, MI 48072248.399.1900SES Project #18 0813 01
PRELIM
INARY
NOT F
OR
CONSTRUCTIO
N
4/20/2018 2:06:16 PM
MECHANICAL SCHEDULES
FIRE PROTECTION HYDRAULIC DESIGN CRITERIAOCCUPANCY HAZARD
CLASSIFICATIONREMOTE AREA(SQUARE FEET)
DENSITY(GPM PERSQ. FT.)
REMARKS
PUBLIC SPACES, LOBBIES, CORRIDORS, OFFICES, LOUNGES, MEETINGROOMS, GUEST ROOMS, RESTAURANTS, ETC..., CEILING SPACES WITH
COMBUSTIBLE MATERIALS.
LIGHT HAZARD 1500 (OR 5 HEADSMINIMUM)
0.10 USE QUICK RESPONSE SPRINKLERS
MECHANICAL ROOMS, ELECTRICAL ROOMS, EQUIPMENT ROOMS,KITCHENS, FOOD SERVICE AREAS, LAUNDRY, ELEVATOR PITS,
MAINTENANCE ROOMS, STORAGE ROOMS
ORDINARY HAZARDGROUP 1
1500 (OR 5 HEADSMINIMUM)
0.15 USE QUICK RESPONSE SPRINKLERS
RESIDENTIAL SPACES, APARTMENTS, CORRIDORS PER NFPA 13 PER NFPA 13R AS ALLOWED BY LOCALCODE AND OWNER INSURER
COMMERCIAL TENANT SPACES ORDINARY HAZARDGROUP 2
1500 0.15
NOTES:1. DESIGN AND DESIGN CRITERIA SHALL BE PER NFPA.2. MAXIMUM AREA PER HEAD CAN BE 400 SF, WHERE EXTENDED COVERAGE HEADS ARE ALLOWED AND UTILIZED.
DRAWING ISSUE DATE
BUILDING SYSTEMS SCHEMATIC DESIGN 04.20.2018
DN
HR1
MSB
METER BANK
1
2
3
4
5
P2
P1
P3
PGPF
PEPD
PCPB
1.5
A
B
C
D
E
TELECOM BACKBOARD
CT'S AND METERS FOR RETAIL TENANTS
FACP
2827 JOHN R STREET
DETROIT MI 48201
1003
OOMBRA ARCHITECTS, LLC.PHILADELPHIA, PAWWW.OOMBRA.COM215.948.2564
SCALE : AS INDICATED
OOMBRA PROJECT #
OWNER
BRUSH PARK PROPERTIES, LLC79 ALFRED STREETDETROIT, MICHIGAN 48201313.578.1200
ARCHITECT
OOMBRA ARCHITECTS, LLC.PHILADELPHIA, PAWWW.OOMBRA.COM215.948.2564
STRUCTURAL ENGINEER
THE HARMAN GROUP, INC.900 WEST VALLEY FORGE ROADSUITE 200KING OF PRUSSIA, PA 19406610.337.3360
LANDSCAPE & CIVIL ENGINEER
PEA INC.45 WEST GRAND RIVER AVESUITE 501DETROIT, MI 48226313.769.5770
MEP ENGINEER
STRATEGIC ENERGY SOLUTIONS, INC.4000 WEST ELEVEN MILE ROADBERKLEY, MI 48072248.399.1900SES Project #18 0813 01
PRELIM
INARY
NOT F
OR
CONSTRUCTIO
N
4/20/2018 2:05:59 PM
LEVEL 1 POWER PLAN
SCALE: 1/8" = 1'-0"LEVEL 1 POWER PLAN
POWER GENERAL NOTES1. ALL ELECTRICAL DEVICES SHOWN ON THIS PLAN SHALL BE NEW UNLESS OTHERWISE
NOTED.2. ANY 120 VOLT BRANCH CIRCUIT FEEDER LONGER THAN 75'-0" TO LAST DEVICE SHALL BE
SIZED TO THE NEXT LARGER STANDARD AWG SIZE. E.C. SHALL FIELD VERIFY ALL LENGTHSOF FEEDERS.
3. ALL RECEPTACLES SHALL BE 20A RATED.4. ALL DISCONNECT SWITCHES SHALL BE HEAVY DUTY TYPE.5. ALL RECEPTACLES WITHIN 6'-0" OF SINK OR OTHER WATER SUPPLY SHALL BE GFCI TYPE
RECEPTACLE.6. REFER TO ARCHITECTURAL FLOOR PLAN AND ELEVATIONS FOR EXACT LOCATION OF
DEVICES.7. ALL JUNCTION BOXES SERVING BRANCH CIRCUIT WIRING SHALL BE LABELED WITH
CIRCUITS SERVED.8. ALL 120 VOLT CIRCUITS SHALL UTILIZE A SEPARATE NEUTRAL.9. ALL CONDUITS SERVING 120 VOLTS OR GREATER SHALL INCLUDE A GROUND WIRE.10. ALL CONDUITS SHALL BE ROUTED CONCEALED UNLESS NOTED OTHERWISE.11. ALL RECEPTACLES INSTALLED IN THE ELEVATOR PIT(S), ELEVATOR MACHINE ROOM(S),
CONTROL ROOM(S)/SPACE(S) SHALL BE GROUND FAULT CIRCUIT INTERRUPTER TYPE(GFCI).
12. A DEDICATED SINGLE PHASE RECEPTACLE SUPPLYING A ELEVATOR PIT SUMP PUMP SHALLNOT BE A GFCI TYPE RECEPTACLE.
13. ALL ELECTRICAL EQUIPMENT MOUNTED ON THE FLOOR SHALL BE MOUNTED ON A 4"CONCRETE HOUSE KEEPING PAD.
14. ALL FIRE ALARM DEVICES SHALL BE 15 CANDELA RATED UNLESS NOTED OTHERWISE.15. ALL BRANCH CIRCUIT WIRING SHALL BE 2#12, 1#12GND IN 3/4" CONDUIT, UNLESS NOTED
OTHERWISE.16. ALL RECEPTACLES LOCATED OUTSIDE OR OUTDOORS SHALL BE GFCI.17. ALL 120V, SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUIT BREAKERS SUPPLYING OUTLETS
INSTALLED IN DWELLING UNIT BEDROOMS, LIVING ROOMS, DINING ROOMS, CLOSETS,HALLWAYS OR SIMILAR ROOMS AND SPACES SHALL BE ARC-FAULT RATED.
18. ALL HARDWIRED APPLIANCES SHALL HAVE A DISCONNECT PER NEC.19. ALL UNISTRUT IN EXPOSED AREAS SHALL BE HOT DIPPED GALVANIZED.
DRAWING ISSUE DATE
BUILDING SYSTEMS SCHEMATIC DESIGN 04.20.2018
M
M
M M
M
M
M M M M
GMB-1
600A-3PMCB
MSB (SERVICE RATED)1600A120/208V, 3PH, 4W50KAIC RATED
RETAIL101
RETAIL102
RETAIL103
RETAIL104
400A
-3P
xxxA
-3P
100A
-3P
xA-3
P
600A
-3P
600A
-3P
UTILITY METERING CABINET AND CT'S PER UTILITY STANDARDS
1600A, 3Ø, 4W, 600V BUS
400A
-3P
400A
-3P
400A
-3P
M
600A
T
800A
-3P
800A
T
600A
T
FIRE PUMP (XHP) WITH AUTOMATIC TRANSFER SWITCH AND INTEGRAL DISCONNECTING MEANS
M
150A-2P CIRCUIT BREAKER, TYP.
TO UTILITY SERVICE
LEVEL 1
LEVEL 2
LEVEL 3
LEVEL 4
LEVEL 5
UNIT X
UNIT X
UNIT X
UNIT X
UNIT X
UNIT X
HR4
HR1
UNIT X
TO UTILITY SERVICE
2827 JOHN R STREET
DETROIT MI 48201
1003
OOMBRA ARCHITECTS, LLC.PHILADELPHIA, PAWWW.OOMBRA.COM215.948.2564
SCALE : AS INDICATED
OOMBRA PROJECT #
OWNER
BRUSH PARK PROPERTIES, LLC79 ALFRED STREETDETROIT, MICHIGAN 48201313.578.1200
ARCHITECT
OOMBRA ARCHITECTS, LLC.PHILADELPHIA, PAWWW.OOMBRA.COM215.948.2564
STRUCTURAL ENGINEER
THE HARMAN GROUP, INC.900 WEST VALLEY FORGE ROADSUITE 200KING OF PRUSSIA, PA 19406610.337.3360
LANDSCAPE & CIVIL ENGINEER
PEA INC.45 WEST GRAND RIVER AVESUITE 501DETROIT, MI 48226313.769.5770
MEP ENGINEER
STRATEGIC ENERGY SOLUTIONS, INC.4000 WEST ELEVEN MILE ROADBERKLEY, MI 48072248.399.1900SES Project #18 0813 01
PRELIM
INARY
NOT F
OR
CONSTRUCTIO
N
4/20/2018 2:06:00 PM
ELECTRICAL RISER
DIAGRAM
NO SCALEELECTRICAL ONE-LINE/RISER DIAGRAM
DRAWING ISSUE DATE
BUILDING SYSTEMS SCHEMATIC DESIGN 04.20.2018
HDC : BRUSH PARK ELEMENTS OF DESIGN
Reference: 112 Edmund Place and 2827 John R Street Date: June 13, 2018 (1) Height. Height varies in the district from one (1) to eleven (11) stories. In the area between Woodward
and Brush, the original development was almost exclusively two and one-half (2 1/2) story houses. Later changes included the construction of apartment buildings among the houses, the majority of which are three (3) stories in height. The tallest building, the former Detroiter Hotel, is located on Woodward Avenue in the commercial strip. All other buildings more than four (4) stories in height are located between Woodward and John R., and generally on or immediately adjacent to buildings on those streets. East of Brush, the original development ranged from one (1) to two and one-half (2 1/2) stories. Later redevelopment includes apartment buildings not more than four (4) stories tall, most often located on Brush. In the case of the nineteenth century houses located between Woodward and Brush, the two and one-half (2 1/2) story height implies more height in feet than usual, since ceiling heights in these houses are unusually high.
112 EDMUND ● On John R Street, story height is six (6) with a seventh (7th) story set back. Ultimate height of
building at setback portion is 80’ which is lower than the height of the Carlton Lofts (formally Plaza Hotel) building (92’) on the next block north and the John R Apartments (95’) to the south.
● On Edmund Place, story height is six (6) with a seventh (7th) story set back. ● On Alley, story height is six with a seventh story set back. ● Along the historic Lucien Moore Estate, story height is six (6) with a seventh (7th) story set back.
The soffit height of 112 is raised three stories to allow for views of the historic home.
2827 JOHN R ● On John R, the existing, adaptively reused one-story building sets the street edge. This new
portion is setback from it and rises to forty-eight feet to parapet. The roof access stairs are set back another thirty-eight feet from the new portions leading edge on John R. Stair enclosures and an additional nine feet in height.
● On Alfred Street, the stair turret steps down an additional nine feet eight inches towards the historic JL Hudson Home. The townhouse mixed-use building steps down an additional nine feet towards the JL Hudson Home. Building is forty-eight feet tall to roof high point.
● On Alley, the existing, adaptively reused Carriage House is coincident with the property line and is the furthest projection. The new portion rises out of the Carriage House’s long-ago demolished roof and is forty-eight feet tall. There is a twenty-four foot gap and connecting corridor of thirty-seven feet between Carriage House building and new townhouse mixed-use building. The
mixed-use building’s circulation core rises to fifty-feet and the parking structure portion steps down an additional nine feet towards the JL Hudson Home.
● Along the historic JL Hudson Home, the leading edge of the townhouses building roof mass is thirty-seven feet and is lower than aforementioned JL House. At thirty-eight feet from Alfred, the building steps up seven foot six inches in height. That portions steps down four feet about sixty-feet from the Alley.
(2) Proportion of building's front facade. Buildings in the district are usually taller than wide; horizontal proportions exist only in incompatible later buildings, except for row house buildings.
112 EDMUND ● On John R Street, 112’s side is longer than it is tall. However, grouping of tall windows and
balconies provide a secondary vertical reading. ● 112’s front façade mass on Edmund Place has a vertical read. 112 is taller than it is wide at
sixty-three foot six inches and seventy-one feet tall. If the seventh (7th) story set back is considered, the reading is even more vertical.
● On the Alley, the mass reading is similar to Edmund Place’s with an ultimate width of seventy foot six and a height of eighty-three feet.
● Along the historic Lucien Moore Estate, the reading is longer than it is tall. But, like the John R elevations, grouping of tall windows and balconies soften the horizontal reading.
2827 JOHN R
● On John R, 2827’s front façade is longer than it is wide. However, this horizontal read is softened by vertical exposed columns at twenty-eight feet on center. Creating further ‘depth’ is a secondary reading of tall windows and window mullions.
● On Alfred Street, 2827 Headhouse is essentially square at forty-seven feet wide and forty-eight feet tall. However, like the elevation on John R, tall windows and exposed columns convey verticality. The expressed stair turret and elevator core are vertical elements. Floor to ceiling windows on the townhouse building help express verticality, as well.
● On Alley, similar to the Lucien Moore Estate Place elevation, building elements are broken down into function. However, the reading is horizontal with a secondary reading of vertical thru the expression of the circulation elements and tall window proportions.
● Along the historic JL Hudson Home, the townhouses mass have a vertical proportion with an additional masonry vertically proportioned mass next to it that is twenty-seven feet wide and thirty-seven feet tall. The remainder of the building mass is comprised of a vertical wood scrim.
(3) Proportion of openings within the facade. Areas of void generally constitute between fifteen (15) percent and thirty-five (35) percent of the total facade area, excluding roof. Proportions of the openings themselves are generally taller than wide; in some cases, vertically proportioned units are combined to fill an opening wider than tall.
112 EDMUND ● On John R, as the ground level portion is the retail and residential entry, it is a very ‘open’ facade.
By percentage it is approximate 40% open. The second level which is a commercial office program, its openness is 85%. The third level which is also commercial office, its openness is 50%.
Proportion of all fenestration is taller than it is wide and is a vertical reading. Levels four through seven which is a residential program embody a facade that is 30% open. All window openings are taller than they are wide. This is true of all facades except the facade facing the historic Lucien Moore Estate. The facade on all levels of that face is 25% open.
2827 JOHN R ● On John R, the Carriage House masonry openings are existing and remain unchanged. The
masonry openings in the 1920-40s low building will be enlarged to be more vertical. The new portion of the building above the existing will be generally opening and transparent.
● On Alfred Street, the masonry openings in the 1920-40s low building will be enlarged to be more vertical. The new portion of the building above the existing will be generally opening and transparent. The windows on the townhouse building are vertically orientated.
● On Alley, the Carriage House masonry openings are existing and remain unchanged. The parking structure exterior envelope is a vertically oriented blackened wood plank.
● Along Historic Home, the parking structure exterior envelope is a vertically oriented blackened wood plank. The windows closest to Alfred Street are of a taller proportion.
(4) Rhythm of solids to voids in front facade. Victorian structures in the district often display great
freedom in the placement of openings in the facades, although older examples are generally more regular in such placement than later examples. In later apartments, openings tend to be very regular.
112 EDMUND ● On John R, the window patterning is regular. However, larger windows and balconies are
strategically placed in asymmetric pattern against the regular window grid. ● On Edmund Place, the windowing patterning is regular. ● On Alley, the windowing patterning is regular. ● Along Historic Home, the windowing patterning is regular on the upper portion above the ground
level. The ground level’s windows are staggered in a composed spacing.
2827 JOHN R ● On John R, the Carriage House masonry openings are existing and remain unchanged and are
inherently placed to respond to original program elements. The masonry openings in the 1920-40s low building will be enlarged to be more vertical and remain statically placed. The new portion of the building above the existing will be curtainwall with a composed asymmetric spaced screens.
● On Alfred Street, the masonry openings in the 1920-40s low building will be enlarged but remain regularly spaced. The new portion of the building above the existing will be generally open and transparent. The windows on the townhouse building are again composed for asymmetric reading. The new portion of the building above the existing will be curtainwall with staggered spaced screening elements.
● On Alley, the parking structure exterior envelope is regularly spaced blackened wood plank. ● Along Historic Home, the parking structure exterior envelope is a vertically oriented blackened
wood plank. The windows closest to Alfred Street are placed on a 4 foot grid, composed in asymmetric fashion.
(5) Rhythm of spacing of buildings on streets. The area between Woodward and Brush appears to have been developed in a very regular spacing, with fifty (50) foot lots. This regularity has been disrupted by the demolition of many of the houses, and the vacant land resulting, as well as the occasional combination of lots for larger structures, particularly close to Woodward. East of Brush, smaller lots were used in
subdividing, but many buildings stand on more land than one lot, and the parcel sizes are now quite irregular, as is the placement of buildings.
112 EDMUND ● On John R, it is one lot and the building essentially occupies the full frontage of John R. ● On Edmund Place, the new building occupies 80% of its lot and is 35’ from the closest projection
(bay window) of its historic neighbor the Lucien Moore Estate. ● On Alley, the new building occupies 80% of its lot and is 25.5’ from the closest projection of a
2-story aluminum siding clad structure of unknown recent construction.
2827 JOHN R ● On John R, existing street rhythm is maintained as new portion of the building is a vertical
expansion. ● On Alfred Street, existing rhythm is partially maintain as noted above. The mixed-use townhouses
parking center maintains approximately a seventy-five foot space to the JL Hudson Estate similar to previous buildings onsite.
● On Alley, existing carriage House vertical new portion (like John R) and mixed-use with same setback as Alfred Street.
(6) Rhythm of entrance and/or porch projections. Most buildings have or had a porch or entrance projection. The variety inherent in Victorian design precludes the establishment of any absolute rhythm, but such projections were often centered. On Woodward, the commercial nature of most buildings and the widening of Woodward has effectively eliminated such projections.
112 EDMUND ● On John R, the retail space entrances are to be determined as far as exact location. But,
entrances will be integral with framing material. ● On Edmund Place, the residential entry is set back to align with the Lucien Moore Estate.
2827 JOHN R
● On John R, entries occur in the existing brick walls of the one-story piece and the Carriage House and are devoid of the context of an existing, historical building.
● On Alfred Street, where adjacent to the existing, historical JL Hudson home, the townhouse entries are set back from the street.
● On Alley, entry to the residential program is set back from the street edge.
(7) Relationship of materials. By far the most prevalent material in the district is common brick; other forms of brick, stone and wood trim are common; wood is used as a structural material only east of Brush. Some later buildings have stucco wall surfaces. Originally, roofs were wood or slate with an occasional example of tile; asphalt replacement roofs are common.
112 EDMUND ● On John R, a brick base with ornate detailing is provided. ● On Edmund Place, a brick base with ornate detailing is provided. ● On Alley, a brick base with ornate detailing is provided. ● Along Historic Home, a brick base with ornate detailing is provided.that extends to the height and
width of The Lucien Moore Estate.
2827 JOHN R
● On John R, the existing Carriage House and one-story portion with brick will be cleaned, repaired and repointed as necessary.
● On Alfred Street, the existing one-story portion’s brick will be cleaned, repaired and repointed as necessary. The new townhouses facade will be of masonry.
● On Alley, the existing Carriage House and one-story pieces’ brick will be cleaned, repaired and repointed as necessary,
● Along Historic Home, the parking structure will have a brick base.
(8) Relationship of textures . The most common relationship of textures in the district is the low-relief pattern of mortar joints in brick contrasted to the smoother or rougher surfaces of stone or wood trim. Slate, wood, or tile roofs contribute particular textural values where they exist, especially in the case of slates or shingles of other than rectangular shape.
112 EDMUND ● On John R, Edmund Place, alley and along the historic home, the brick base of the building
contrasts with the smoother texture of the cementitious siding above and with the metal accents.
2827 JOHN R ● On John R, Alfred Place and Alley the existing Carriage House and one-story pieces’ brick with
high relief will be cleaned, repaired and repointed as necessary. This brick will contrast with the new glass, metal and concrete portion above.
● On Alfred Street, the mixed-use building mixes brick, precast, metal and glass for contrast. ● Along Historic Home, brick is mixed with a wood scrim and precast.
(9) Relationship of colors. Brick red predominates, both in the form of natural color brick and in the form of painted brick. Other natural brick and stone colors are also present. These relate to painted woodwork in various colors, and there is an occasional example of stained woodwork. Roofs of other than asphalt are in natural colors; older slate roofs are often laid in patterns with various colors of slate. Original color schemes for any given building may be determined by professional analysis of the paint layers on the building, and when so determined are always appropriate for that building.
112 EDMUND ● The new building’s deep colored brick base contrasts sharply with the color of the cementitious
light colored panel of the building above.
2827 JOHN R ● The new vertical building portion rising out of the existing Carriage House and one-story piece is
concrete, zinc panel and glass and contrasts sharply, as well. The mixed-use building also uses deeply colored brick. This contrasts with the precast accents and wood scrim.
(10) Relationship of architectural detail. On the buildings of the Victorian period, elaborate detail in
wood, stone, or sheet metal was common; areas treated include porches, window and door surrounds, cornices, dormers, and other areas. Later buildings are generally simpler, but include less elaborate detail in similar areas.
112 EDMUND ● The brick base of 112 will have a simple raised detail (relief) that repeats across all four faces of
the facade. The lower portion of the brick base at the pedestrian level will have a more ornate
and complex relief pattern.
2827 JOHN R ● The existing Carriage House and One-story buildings’ brick detail will be repaired and restored to
what has been ascertained to be the condition prior to some recent partial collapse. The new portion of the building will be built to stand in a more minimal, contrasting, contemporary style.
(11) Relationship of roof shapes. Examples of many roof shapes, including pitched gable roofs, hip roofs,
mansard roofs, and gambrel roofs are present. Different types are sometimes combined in a single structure, and tower roofs, cupolas, lanterns, belvederes, monitors, conical roofs are used on various Victorian houses. Flat roof areas in the center of hip or mansard roofs are frequent. Later apartment and commercial buildings generally have flat roofs not visible from the ground. The generally tall roofs add height to the houses of the Victorian period.
112 EDMUND ● The new building has a flat roof. However, the uppermost story is stepped back and angled in
plan giving the appearance when viewed from street level of an angled or mansard roof shape.
2827 JOHN R ● The gabled form of the existing Carriage House will be maintained on the facade and the new
buildings’ flat roof will stand in contrast to it.
(12) Walls of continuity. Between Woodward and Brush, the houses originally honored common setbacks which provided for front lawns. Some of the later apartments have not been set back to the same line as the houses amongst which they were built, thus disturbing the original line of continuity. On Woodward, the commercial development is typically at the sidewalk, creating a wall of continuity; this is not entirely continuous due to parking lots and some buildings set well back. On John R. and Brush, and east of Brush, buildings are typically placed at or near the sidewalk with little or no front yard. Where buildings are continuous, a wall of continuity is created.
112 EDMUND ● The residential entry is set back to align with the front porch of the Lucien Moore Estate with the
lowest portion of the brick base set back from the property line.
2827 JOHN R ● On John R, entries occur in the existing brick walls of the one-story piece and the Carriage House
and are devoid of a the context of an existing, historical building. ● On Alfred Street, where adjacent to the existing, historical JL Hudson home, the townhouse
entries are set back from the street. ● On Alley, entry to the residential program is set back from the street edge.
(13) Relationship of significant landscape features and surface treatments. The major landscape
feature of the district is the vacant land, which creates a feeling that buildings are missing in the district. Some houses have more than the standard fifty (50) foot lot, and have wide side yards. Individual houses have front lawns often subdivided by walks leading to the entrance; lawns are exceedingly shallow or non-existent in the area between Beaubien Street and Brush Street. Side drives are rare, access to garages or coach houses being from the alleys. The closing of Watson and Edmund Place between John R. and Brush has created landscaped malls uncharacteristic to the district. Some walks of stone slabs have
survived; others have been replaced in concrete. Sidewalks are characteristically close to the curb.
112 EDMUND ● The new building occupied maximum eighty-percent of the site, creates an appropriate urban
corner and is set thirty-five feet off the side of Lucien Moore’s closest projection.
2827 JOHN R ● The new portion of the building occupies the existing footprint of The Carriage House creating an
urban corner and outdoor dining opportunity. The mixed-use building is set seventy-five feet from the JL Hudson House.
(14) Relationship of open space to structures. There is a large quantity of open space in the area, due to demolition of buildings. The character of this open space is haphazard as it relates to buildings, and indicates the unplanned nature of demolitions due to decline. The feeling created is that buildings are missing and should be present. On Watson and Edmund between John R. and Brush, the streets have been removed and replaced with landscaped malls. The traditional relationship of houses to street has thus become a relationship between houses and landscaped strip open space.
112 EDMUND ● The building fills in a critical, currently vacant urban corner visually stitching together the historic
Lucien Moore Estate to the West with the Carriage House to the South creating Place. ● With a building across the street (currently under construction) at a similar height and scale as
the proposed 112 Edmund, the “vacant” and “missing building” feel at the existing 112 site would only be amplified without development. The mass of the proposed building relates to the scale of the existing adjacent structures and this new building as well.
2827 JOHN R ● On John R Street, the 4-story building fills a gap in the street wall of the John R Street Corridor,
while maintaining a portion of open space on the site (outdoor dining terrace) which allows the Ransom Gillis house to maintain its prominent visibility at the intersection of Alfred and John R. This open space maintains the quality of the neighborhood where historic homes can be seen from afar, while giving active program to the open space so that it does not feel as though a building is missing.
● On Alfred Street, a larger setback is necessary as the townhomes extend down a residential street and relate to the existing historic homes on the block. This setback allows the feeling of open space between the street and the homes to be cohesive with the neighborhood. The 45 feet between the townhomes and the existing JL Hudson House is also of the magnitude of dimension found in the neighborhood with regard to spacing between homes.
(15) Scale of facades and facade elements. In the large houses between John R. and Brush, the scale tends to be large, and the facade elements scaled and disposed to emphasize the large size of the houses. Towers, setbacks, porches and the like divide facades into large elements. On Woodward, the scale ranges from very large, and emphasized by many small window openings, as in the former Detroiter Hotel, and very large, made up of large architectonic elements, such as the churches, down to quite small, with large windows emphasizing the small size, as in some commercial fronts. East of Brush, the scale is smaller and the detail less elaborate, creating a more intimate setting with the buildings closer to the street. Later apartments are large in scale with simple but large elements near the ground and repetitive window openings above, frequently capped by a substantial cornice.
112 EDMUND ● On John R, the proposed building is in-line with the contextual note that “later apartments are
large in scale with simple but large elements near the ground and repetitive window openings above” The scale of the facade is of the magnitude of the John R apartments to the South and the Carlton Lofts to the North. The window patterning of the proposed building also relates to these existing buildings and the regular, simple, alignment of window openings within the facade. The facade consists of one larger scale facade broken down by many regularly spaced window openings within the facade, consistent with buildings of this program type on the John R corridor.
● On Edmund Place, the scale of the facade is more narrow and vertical to be more consistent with the scale of the facades that exist on Edmund Place. The facade maintains its regular patterning of window openings and is subtracted from and made less solid with a glass wall as the building touches the ground, which provides relief of the mass from the street edge and the existing Lucien Moore Estate. The expression of the columns and the ornate brick soffit band at the ground level give the sense of “simple but large elements near the ground”. The scale of the facade on John R stitches together the scale of the John R corridor (large, multi-family) and the scale of Edmund Place (medium, single-family) by breaking down the facade into smaller elements as the building turns the corner on Edmund Place.
● On Alley, the building is more vertical and service doors to the building and its service spaces such as mechanical, and trash rooms are located on this facade. Above, window patterning remains regular within the larger facade.
● Along Historic Home, the window patterning of the proposed building is regular and of a spacing familiar to residential buildings in the neighborhood. The Western facade is accented with brick material where it sits behind the Lucien Moore Estate. The mass of the building is lifted and cut away near the entry to allow more open views from the front yard of the historic home. The location of the entry on Edmund Place is also intentional to create continuity of residential entry within the facades along Edmund Place, mimicking the original entry location of the historic home that once occupied the site.
2827 JOHN R ● On John R, the residential facade is divided into large elements expressive of the bounds of each
unit within the building. The facade is divided and ordered by the exposed columns which come to the ground within the restaurant. Upward acting glass doors replace glass block in the existing facade. Aside from this replacement of glass, the existing condition of the first level facade is maintained.
● On Alfred Street, the scale of the facade is smaller than the other homes on the street. Large vertical subtractions in its mass give it a rhythm that relates to the vertical elements of the facades of the existing homes. The height of the facade of the townhomes is also below the height of other buildings on the street, but of a similar height to allow for continuity on the street. The stair at the Eastern edge of the elevation provides a vertical element that is a modern interpretation on the tourette. The exposed band that traces the perimeter of the facade makes the expressive gesture of the more classical cornice element.
● On Alley, the natural wood and green screen materials turn the corner from the JL Hudson home onto the alley to bring a more pleasant materiality to one of the oldest brick alleys of Brush Park.
● Along Historic Home (79 Alfred Street), the facade is faced with brick and wood. The brick captures the side of the Western townhome in a material consistent with the adjacent JL Hudson home. The wood screen that runs along the length of the facade is broken down by areas of a vegetative green screen wall. The natural materials that make up this facade allow the building to blend in with the lush, heavily planted side yard of the existing JL Hudson home. The browns, reds and greens maintain the natural feel that is already present on the JL Hudson property.
(16) Directional expression of front facades. A substantial majority of the buildings in the district have
front facades vertically expressed. Exceptions are some commercial buildings on Woodward, row houses on John R. or Brush, and some duplexes or row houses east of Brush.
112 EDMUND ● On John R, The facade is more horizontal with vertical expression of columns and windows, which
break down the scale of the building in the vertical direction. The setback of the facade at the highest level of the building lessens the impact of the height on the street level environment around the building.
● On Edmund Place, the building has a more vertical directional expression that relates to homes along the street. The sloped soffit from level 2 to 3 exacerbates the directional rising-up gesture of the facade.
● On the Alley, the building is slightly wider than, but treated similarly to, the facade on Edmund Place. An additional element of verticality is created by a subtle material change in the vertical direction to help break up the building’s width.
● Along Historic Home, the facade is characterized by regular window openings and brick facade material that aligns with the perimeter of the elevational area of the Lucien Moore home. The windows give some vertical direction to the facade, but otherwise the facade does not have a directional orientation.
2827 JOHN R ● On John R, similar to 112 Edmund, the building has an overall horizontal orientation that is
balanced by vertical elements such as expressed columns and curtain wall mullions. ● On Alfred Street, the homes, although a continuous structure, are divided into vertically oriented
forms by large vertical voids in the elevation which allow for occupiable roof terraces. The voided terraces provide a familiar residential rhythm to the street.
● Along Historic Home, The length of the horizontal facade is broken into vertically oriented stretches of different natural materials. The intended growth of climbing plants on the green screen system will also give a dynamic verticality to this facade. The wood screen elements are also vertically oriented to balance out the overall horizontal orientation of the facade.
● On the Alley, the facade is treated very similarly to the Western facade along the historic home. Vertically oriented screening elements and climbing plants give direction to the facade. The new portion of the building above the carriage house also gives an upward sense to the street level environment as the light and glass rising out of the existing structure draws the eye upward.
(17) Rhythm of building setbacks. Buildings on the north-south streets generally have little or no setback,
while older houses on the east-west streets between Woodward and Brush have some setback, which varies from street to street, though generally consistent in any one block. Later apartments and commercial structures in that area often ignore the previously established setback. Between Brush and Beaubien, setback is generally very limited, only a few feet, if any, lawn space being provided between sidewalk and building.
112 EDMUND ● On John R, being a North-South street, the building has no setback at levels 2-6, consistent with
this element of design and other buildings on the John R corridor. The ground level is fronted by a folded plane of brick and storefront that is setback of 4 - 8 feet to provide more of a pedestrian
space that is shared by tables, chairs and bike racks associated with the retail spaces within the building.
● On Edmund Place, the building is set back more dramatically at the building entrance in order to relate to the setback entrances of homes on Edmund Place. As the elements of design notes, “older houses on east-west streets have some setback, which varies from street to street, though generally consistent in any one block” - the setback entrance at 112 is positioned to that end.
● On the Alley, the building is setback slightly at the ground level to provide some space for tables and chairs associated with the retail space. At levels 2-6, there is no setback on the alley, consistent with the setback of the existing carriage house across the alley.
● Along Historic Home, the building is setback 11 feet from the property line and positioned 35 feet from the face of the bay window on the Eastern side of the home. The glass at levels 2-3 is setback an additional foot and its lightness and transparency provides relief for views to and from the home. The building is also set back at the top level (as it is on all sides).
2827 JOHN R ● On John R, the building is not set back from the street, consistent with other buildings along the
John R Street corridor. There is a setback by way of a terrace all along the second level which provides relief of the new building from the ground level existing buildings. This set-back helps to highlight the existing structure and allows for a softened interface between old and new.
● On Alfred Street, the townhomes are set back from the street to provide a landscaped area in front of each, relating to the front yards of homes along Alfred. Entrances are set back further yet to provide a porch that is within the character of typical residential entrances along Alfred as well. These set-back porches are an important characteristic of the residential structures on Alfred.
● On the Alley, The building is not set back from the street, consistent with the adjacent carriage house structure.
● Along the JL Hudson home, the face of the wood and vegetative screen is 45 feet from the Eastern face of the existing home. The front porch of the Western-most townhome opens up to the heavily planted side yard of the existing home, providing increased site lines to and from the existing JL Hudson home
(18) Relationship of lot coverage. Older single family houses between Woodward and Brush generally
occupy about twenty-five (25) to thirty (30) percent of the building lot, not including coach houses or garages. Later apartments and commercial buildings often fill a much higher percentage of the lot, sometimes approaching or reaching complete lot coverage. Between Brush and Beaubien, lot coverage for residential structures is generally about forty (40) percent, with commercial and later apartment buildings again occupying larger percentage of their lots.
112 EDMUND ● 112 will be similar to the later apartments buildings’ lot coverage with the coverage
approximately eighty-percent. The new building holds the street edge along John R with the open space strategically placed between the new building and the Lucien Moore Estate adding relief between the two. The ground floor and levels two and three are pulled back from the street to allow additional space and ‘air’ between the two buildings. The focus on the actual perceived space of the passerby and occupant of the new construction’s figure-ground is what drove this design decision.
2827 JOHN R ● The addition will rise out of the existing, restored Carriage House and One-story buildings’ walls
and by extension matches the existing lot coverage. The new mixed-use addition maintains a seventy-five foot space between it and the JL Hudson home giving similar breadth and and air indigenous to the original neighborhood coverage west of Brush Street.
(19) Degree of complexity with the facades. The older houses in the district are generally characterized by a high degree of complexity within the facades, with bay windows, towers, porches, window and door hoods, elaborate cornices, and other devices used to decorate the buildings. Newer houses in the northern end of the district and older houses in the southern end tend to be somewhat simpler than high Victorian structures between them; later apartments and commercial buildings tend to more classical decorative elements of a simpler kind.
112 EDMUND ● On John R, Edmund Place and the Alley, 112’s facade has a restrained complexity on the upper
portion with a static brick base with a simple, flattened zig-zag brick walls at the pedestrian’s ground level that creates both an interesting public zone spatially and visually due to the shadow-play. The ornamentation offered by the unique brick pattern of the soffit band harkens back to some of the traditional brickwork found in the neighborhood.
● Along Historic Home, in addition to a similar treatment to the other three facades, a large area of unadorned brickwork acts as a simple backdrop to The Lucien Moore Estate allowing this great existing building to be enjoyed without a lot of background visual clutter.
2827 JOHN R ● On John R, the Carriage House masonry openings are existing, statically arranged and remain
unchanged. The compositionally static masonry openings in the 1920-40s low building will be enlarged to be more vertical and otherwise unchanged. The new portion of the building above the existing will be generally opening and transparent. The fantastic existing decorative brickwork will be brought back to its former glory through a thorough cleaning and repair as necessary.
● The new portion of the building above the existing will be generally opening and transparent. Wood sunshades on the facades are smartly placed from an interiors perspective but appear as random on the facade. The windows on the townhouse building are vertically orientated with a composed placement.
● On Alley, the Carriage House masonry openings are existing and remain unchanged. The parking structure exterior envelope is a vertically oriented blackened wood plank. Its intention is to be spare and unadorned giving respect to and not competing with the Carriage House.
● Along Historic Home, the parking structure exterior envelope is a vertically oriented blackened wood plank. The windows closest to Alfred Street are of a taller proportion. This facade acts as simple backdrop to the JL Hudson Home.
(20) Orientation, vistas, overviews. Houses are generally oriented to the east-west streets, while apartments and commercial structures are more often oriented to the north-south streets. The construction of the Fisher Freeway has created an artificial public view of the rear yards on Winder between Woodward and Brush. The vacant land in the area, largely the result of demolition, creates long-distance views and views of individual buildings from unusual angles which are foreign to the character of the neighborhood as an intensely developed urban area. Garages and coach houses are
located in the rear of residential properties, and are generally oriented to the alley.
112 EDMUND ● On John R, the broad front facade of the building is oriented toward the main thoroughfare, as
are the other existing apartment buildings of its kind. Windows and balconies are regularly ordered on the facade and oriented perpendicularly to John R.
● On Edmund Place, although the length and mass of the building is oriented to face John R, the residential entry is oriented to Edmund Place. This allows the building to be sympathetic to both the context of large East-West facades along John R as well as the rhythm of residential entry along Edmund Place. The building is oriented toward each bordering street in a manner that is characteristic of existing structures on that street.
● On the alley, exit from the underground parking level is discharged more than 70 feet from John R Street in order to mitigate queuing on the other streets around the building. Service entries to trash and mechanical spaces are also oriented to face the Alley.
● Along the Lucien Moore home, relief is given to the Northern end of the facade by curtain wall, increasing the visibility to and from the existing home. The dissolving of the solid wall on this elevation is a way to ease the transition of the 5-8 story structures along John R to the 3-4 story homes along Edmund Place.
2827 JOHN R ● On John R, the apartments are held up above the existing brick structure and are oriented along
John R, as is typical of apartment buildings on this street. ● On Alfred Street, the new parking structure is fully masked by the townhomes, maintaining the
residential character of the street, but also maintaining the existing organization of parking in the neighborhood (home in front and garage behind - as the elements of design notes, “garages and coach houses are located in the rear of residential properties.) The same can be said for the elevation on John R. The residential units facing John R Street mask a large majority of the garage behind. The outdoor dining terrace at the intersection of John R and Alfred allows for expansive views of the Ransom Gillis home from quite some distance down the block. The program of the outdoor terrace at the foot of the beautifully restored Ransom Gillis fulfills a great opportunity for display and celebration of one of the existing gems of Brush Park.
● On Alley, the existing location of the carriage house is maintained as a critical part of the alley streetscape. The new parking structure further down the alley is set off from and aligned with the existing carriage house. Vehicle exit from the parking structure is primarily directed onto the alley as to mitigate queuing and traffic on other, more major streets around the site.
● Along Historic Home, the spacing between it and the new building, being similar to the spacing of the other buildings on the street, allows for pedestrian views of a developed urban area without a continuous street wall. The Alfred Street townhomes fill the void of a seemingly missing home.
(21)Symmetric or asymmetric appearance. In the Victorian structures, examples of both symmetric and asymmetric design occur; symmetry is more characteristic of the earlier houses, while the high Victorian examples are more likely to assemble elements in a romantic, asymmetric composition. Later houses to the north are more often symmetrical, especially when derived from classical precedent. Asymmetrical but balanced compositions are common. Later apartments are generally symmetrical.
112 EDMUND ● On John R, the windows and massing are generally symmetrical, with select asymmetric formal
moves meant to balance the composition of the facade. Base elements are intentionally placed in
symmetry. ● On Edmund Place, the building is intentionally symmetrical in elevation to mirror the symmetric
reading of the Lucien Moore Estate, but in plan, in similar fashion, asymmetric moves give relief to the facade.
● On Alley, the base and residential program is symmetric in elevation with asymmetry coming from the commercial reveal at levels 2 and 3.
● Along Historic Home, the building is mostly symmetric, especially along the backdrop of the Lucien Moore Estate, to provide balance, with some asymmetry occuring at the main residential lobby to provide visual difference, showing greater importance to the entry sequence.
2827 JOHN R ● On John R, the bulk massing is meant to float above a glass reveal, providing a grounded base,
setback middle and balanced top. This is done as an overall symmetrical form, with asymmetrical moves used in the banding between residential units to provide contemporary juxtaposition to the existing masonry shell of the carriage house below.
● On Alfred Street, picking up on queues from the neighboring historic homes (JL Hudson Home, Elisha Taylor Home), window patterning and openings along the townhomes are placed within a 4’ grid, but shifted to provide visual interest in thoughtful compositions. Pronounced trim elements become an extension of the residential program, outlining the extents of the homes beyond. Asymmetrical openings become outdoor green terraces along the street.
● On Alley, asymmetry is used to balance the symmetry of 112 Edmund building across the alley. Window patterning is placed symmetrically within asymmetric building forms, giving visual interest to the facade.
● Along Historic Home, formal moves are restrained, with simple asymmetric screens providing growing walls for vegetation to become a soft backdrop to the formally interesting victorian moves on the historic JL Hudson Home. The top floor sets back to allow for a contemporary “mansard” reading between the leading edge of the townhomes against the highpoint of the screen beyond.
(22)General environmental character. The environmental character is of an old urban neighborhood which has undergone, and is undergoing, considerable change. The original development, reflected in the Victorian period houses, has been altered by the provision of more intensive residential development in the early twentieth century, the change in character of Woodward from residential to commercial at about the same time and a long period of decline.
● The proposed buildings are characteristic of the “considerable change” going on in Brush Park. By concealing required parking space behind retail and residential space that will bring life to the streets, the neighborhood is given the opportunity to evolve from a largely vacant expanse with a few historic gems into a vibrant urban neighborhood with a dense population of folks who can enjoy the history that surrounds them.
● The proposed buildings also formalize a way in which the new in Brush Park can make the old more prominent. The open dining garden in front of the Ransom Gillis home provides a vibrant setting for neighbors and visitors to take in the historic character of the neighborhood. The Alfred Street townhomes fill the obvious residential void that exists currently and will provide the missing link in the chain of residential structures from the first home off of Woodward to the new homes of the City Modern Development. The residential building at 112 Edmund Place will fill one of the most obvious “missing building” space in the neighborhood which are currently contributing to the overall sense of dilapidation and decline. The restaurant and lofts of 2827 are delicately inserted into the old carriage house and memorialize a piece of the historical narrative that is unique to
Brush Park. ● “The environmental character is of an old urban neighborhood which has undergone, and is
undergoing, considerable change.” Of all the considerations, this, perhaps more than any other has driven the design of the proposed buildings. It is that quality of maintaining historic character in the presence of considerable change that will help Brush Park realize its bright future.
EQUITONE material sampler
EQUITONE is a through-coloured facade material designed by and for architects. Our company has produced these façade panels since the 1950´s under the name ¨ETERNIT¨. Every EQUITONE panel is unique, showing the raw, untreated texture of the fibre cement base material. Fibre cement is a cement composite material that consists of cement, cellulose and mineral materials, reinforced by a visible matrix. Nothing else. The EQUITONE material comes in a maximum panel size of 1,25 x 3m (4´x 10´) and can be transformed into any size or shape in the workshop or on-site. Furthermore, the material can be perforated or printed. Visible and invisible rainscreen fixing methods can be used including riveting, screwing and bonding on metal or wood supporting frames. No matter what design options you explore, the through-coloured nature of EQUITONE assures crisp, monolithic details.
LT20
LT60
Shadow effect:8:00 AM 9:00 AM 10:00 AM 11:00 AM 12:00 Midday
EQUITONE [linea] is a 3D shaped, through-coloured fibre cement facade material that plays with light and shadow. Linea displays a linear embossing modelled on the size and shape of a human finger. Every moment of the day, the changing angle of the daylight gives the material a different aspect. Every EQUITONE [linea] panel is unique, displaying the raw and untreated inner texture of the core fibre cement material. The fibre cement material comes in a large panel size and can be transformed into any size or shape in the workshop or on site. No matter what design options you explore, EQUITONE’s through-coloured nature guarantees crisp, monolithic details. Both visible and invisible fastening options have been developed for EQUITONE [linea].
TE00
TE90
TE10
TE60
TE15
TE20
TE30 TE40
EQUITONE [tectiva] is a through-coloured facade material, characterised by a sanded surface and naturally occurring hues within the material. Every tectiva panel is unique, strongly expressing the raw texture of the core eternit fibre cement material. The material comes in a large panel size and can be transformed into any size or shape in the workshop or on site. No matter what design options you explore, EQUITONE’s through-coloured nature guarantees crisp, monolithic details.
MA400
MA200
EQUITONE [materia] is a through coloured facade material that accentuates the beauty of fibre cement. The material encompasses the characteristics of cement, whereas the fibres render its surface textured yet velvety. The ever-changing atmosphere, gives the material natural subtle shade variations. The material comes in a large panel size and can be transformed into any size or shape in the workshop or on site.
THROUGH-COLOURED
SPECIAL COLOURS
N661 N662 N 593 N594 N411 N412 N991 N972 N331 N359
N281
N891
N161
N162
N251
N892
N163
N154
N073
N250
N211
N861
N074
N294
N252
N961
EQUITONE [natura] is a through-coloured facade material. Every EQUITONE [natura] panel is unique, subtly displaying the raw texture of the core eternit fibre cement material. The material comes in a large panel size and can be transformed into any size or shape in the workshop or on site. No matter what design options you explore, EQUITONE’s through-coloured nature guarantees crisp, monolithic details.
PG 641
PG 642
PG 542
PW 841
PW 141
PG 544
PG 545
PG 546
PG 843
PG 243
PG 442
PG 443
PG 444
PG 844
PG 241
PG 742
PG 341
PG 342
PA 944
PA 041
EQUITONE [pictura] is a fibre cement facade material with an ultra matt architectural finish. Thousands of custom-matched matt project colours are available on request. The material comes in a large panel size and can be transformed into any size or shape in the workshop or on site. The material can also be perforated or printed. No matter what design options you explore, the EQUITONE material is ideal for crisp detailing.
DIMENSIONS INCH
EQUITONE [linea]
EQUITONE [tectiva]
EQUITONE [materia]
EQUITONE [natura]
EQUITONE [pictura]
THICKNESS MAX. WIDTH MAX. LENGTH
0,39 48 120
0,31 48 120
0,31 49 122
0,31 - 0,47 49 122
0,31 - 0,47 49 122
This colour chart shows the broad range of available colours. However, a 100% accurate representation of the colours is not technically feasible in this overview. The final choice of colours needs to be based on samples. Request your sample at www.equitone.com.
Paper from responsible sources100% From well-managed forests
Arch.: Studio Weave, London
www.equitone.com
Ed. 4, SEP 2016
4
Molded Brick
Individualized character with a large range of colors and styles.
Extruded Brick
A versatile modern look that excels in highly varied applications.
Klaycoat Brick
Any color in a matte finish to fit your style.Thin Brick
Real brick veneer alternative that expands your design potential.
For the complete offering of Glen-Gery products, visit www.glengery.comFor the complete offering of Glen-Gery products, visit www.glengery.com
Unlimited Custom ShapesGlen-Gery can make any shape to meet your design, performance and installation requirements.
Virtually all Glen-Gery brickare available in Full or Thin Brick sizes and can be used in our Thin Tech® wall system—a Glen-Gery exclusive.
100+
Standard Shapes
Stone Grey (K12-3009) Olde England
Carbon Black Danish
16
Modular3-5/8 x 2-1/4 x 7-5/8
6.75 B/sq. ft.
Standard3-5/8 x 2-1/4 x 8
6.55 B/sq. ft.
Engineer Modular3-5/8 x 2-3/4 x 7-5/8
5.63 B/sq. ft.
Titan3-5/8 x 3-5/8 x 15-5/8
2.25 B/sq. ft.
Double Titan3-5/8 x 7-5/8 x 15-5/8
1.13 B/sq. ft.
Engineer Standard (frogged)
3-5/8 x 2-3/4 x 85.39 B/sq. ft.
Handmade Oversized4 x 2-3/4 x 8-1/2
5.00 B/sq. ft.
Modular (frogged)
3-5/8 x 2-1/4 x 7-5/86.75 B/sq. ft.
Standard (frogged)
3-5/8 x 2-1/4 x 86.55 B/sq. ft.
Engineer Modular (frogged)
3-5/8 x 2-3/4 x 7-5/85.63 B/sq. ft.
Engineer King2-13/16 x 2-13/16 x 9-5/8
4.50 B/sq. ft.
King Narrow-Bed3-1/8 x 2-3/4 x 9-5/8
4.55 B/sq. ft.
Engineer Standard
3-5/8 x 2-3/4 x 85.39 B/sq. ft.
Queen3 x 2-3/4 x 7-5/8
5.63 B/sq. ft.
Econo3-5/8 x 3-5/8 x 7-5/8
4.50 B/sq. ft.
Double Utility3-5/8 x 7-5/8 x 11-5/8
1.50 B/sq. ft.
Viking3-5/8 x 1-5/8 x 15-5/8
4.50 B/sq. ft.
Saxon3-5/8 x 2-1/4 x 15-5/8
3.38 B/sq. ft.
Lightweight Engineer Modular
3-1/2 x 2-3/4 x 7-5/85.63 B/sq. ft.
Norman3-5/8 x 2-1/4 x 11-5/8
4.50 B/sq. ft.
Kingston3-5/8 x 2-3/4 x 11-5/8
3.75 B/sq. ft.
Utility3-5/8 x 3-5/8 x 11-5/8
3.00 B/sq. ft.
King3-5/8 x 2-3/4 x 9-5/8
4.55 B/sq. ft.
Roman3-5/8 x 1-5/8 x 11-5/8
6.00 B/sq. ft.
Titan Plus7-5/8 x 3-5/8 x 15-5/8
2.25 B/sq. ft.
Double Titan Plus7-5/8 x 7-5/8 x 15-5/8
1.13 B/sq. ft.
8-Square3-5/8 x 7-5/8 x 7-5/8
2.25 B/sq. ft.
Regent7-5/8 x 3-5/8 x 11-5/8
3.00 B/sq. ft.
S I Z E S
Lightweight Modular3-1/2 x 2-1/4 x 7-5/8
6.75 B/sq. ft.
Brick sizes, shapes and colors.
Trifab™ VG (VersaGlaze™)Trifab™ VG 450, 451 & 451T (Thermal) Framing Systems &Trifab™ 451UT (Ultra Thermal) Framing System
Design + Performance Versatility with Unmatched Fabrication Flexibility
Preston Pointe, Louisville, KYArchitect: Potter & Associates Architects PLLC, Louisville, KYGlazing Contractor: Kentucky Mirror & Plate Glass Company, Louisville, KY
Trifab™ VersaGlaze™ is built on the proven and successful Trifab™ platform – with all the versatility its name implies. There are enough framing system choices, fabrication methods, design options and performance levels to please the most discerning building owner, architect and installer. The Trifab™ VersaGlaze™ family’s newest addition, Trifab™ 451UT (Ultra Thermal) framing system, is designed for the most demanding thermal performance and employs a “dual” Isolock™ Thermal Break.
AestheticsTrifab™ VersaGlaze™ framing systems offer designers a choice of
front-, center-, back- or multi-plane glass applications. Structural silicone
glazing (SSG) and Weatherseal glazing options further expand the
designers’ choices, allowing for a greater range of design possibilities
for specific project requirements and architectural styles. All systems
have a 4-1/2" frame depth – Trifab™ VersaGlaze™ 450 has 1-3/4"
sightlines, while Trifab™ VersaGlaze™ 451/451T and Trifab™ 451UT
have 2" sightlines.
PerformanceKawneer’s Isolock™ Thermal Break process creates a composite
section, prevents dry shrinkage and is available on Trifab™
VersaGlaze™ 451T. For even greater thermal performance, a “dual”
Isolock™ Thermal Break is used on Trifab™ 451UT.
U-factor, CRF values and STC ratings for Trifab™ VersaGlaze™ vary
depending upon the glass plane application. Project specific U-factors
can be determined for each individual project. (See the Kawneer
Architectural Manual or Kawneer.com for additional information).
PERFORMANCE TEST STANDARDS
Air Infiltration ASTM E 283
Water AAMA 501, ASTM E 331
Structural ASTM E 330
Thermal AAMA 1503
Thermal Break AAMA 505, AAMA TIR-A8
Acoustical AAMA 1801, ASTM E 1425
With seamless incorporation of Kawneer entrances or windows, including
GLASSvent™ visually frameless ventilators, Trifab™ VersaGlaze™ can
be used on almost any project. These framing systems can also be
packaged with Kawneer curtain walls and overhead glazing, thereby
providing a full range of proven, and tested, quality products for the
owner, architect and installer from a single source supplier.
EconomyTrifab™ VersaGlaze™ 450/451/451T framing systems offer four
fabrication choices to suit your project (Trifab™ 451UT available as screw
spline fabrication only):
• Screw Spline – for economical continuous runs utilizing two
piece vertical members that provide the option to pre-assemble
units with controlled shop labor costs and smaller field crews for
handling and installation.
• Shear Block – for punched openings or continuous runs using
tubular moldings with shear block clips that provide tight joints for
transporting large pre-assembled multi-lite units.
• Stick – for fast, easy field fabrication. Field measurements and
material cuts can be done when metal is on the job.
• Type B – Same fabrication benefits as shear block except head
and sill run through.
All systems can be flush glazed from either the inside or outside. The
Weatherseal option provides an alternative to SSG vertical mullions
for Trifab™ VersaGlaze™ 450/451/451T. This ABS/ASA rigid polymer
extrusion allows complete
inside glazing and creates
a flush glass appearance
on the building exterior
without the added labor
of scaffolding or swing
stages. Additionally, High-
Performance (HP) Flashing
options are engineered
to eliminate perimeter sill
fasteners and associated
blind seals.
For the Finishing TouchArchitectural Class I anodized aluminum finishes are available in clear and Permanodic™ color choices.
Painted finishes, including fluoropolymer, that meet AAMA 2605 are offered in many standard choices and an unlimited number of specially designed colors.
Solvent-free powder coatings add the green element with high performance, durability and scratch resistance that meet the standards of AAMA 2604.
© Kawneer Company, Inc. 2007–2017 LITHO IN U.S.A. Form No. 17-2289.aTrifab™, VersaGlaze™, Insulclad™ and Permanodic™ are trademarks of Kawneer Company, Inc.
kawneer.com770 . 449 . 5555
Kawneer Company, Inc.Technology Park / Atlanta555 Guthridge CourtNorcross, GA 30092
Brighton Landing, Cambridge, MAArchitects: ADD Inc., Cambridge, MAGlazing Contractors: Ipswich Bay Glass Company,Inc., Rowley, MA
Thermal simulations showing temperature variations from exterior/cold side to interior/warm side.
Trifab™ VersaGlaze™ 451
Trifab™ VersaGlaze™ 451T
Trifab™ VersaGlaze™ 451UT
Trifab™ 451UT uses a “dual” Isolock™ Thermal Break (right) and features a new HP (High Performance) sill design, which incorporates a screw-applied end dam (left), ensuring positive engagement and tight joints between the sill flashing and end dam.
Trifab™ VersaGlaze™ 450/451/451T glazing options(note: Trifab™ 451UT available as center set glass plane only).
Front Center Back SSG Weatherseal Multi-Plane