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


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

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4/20

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218032.00

DRAWING ISSUE DATE

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)


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)


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2827 JOHN R STREET

DETROIT MI 48201

1003


OOMBRA PROJECT #

OWNER


ARCHITECT


STRUCTURAL ENGINEER




MEP ENGINEER


TRUE NORTH

THG PROJECT #:

4/20

/201

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TYPICAL DETAILS

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218032.00

DRAWING ISSUE DATE

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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2827 JOHN R STREET

DETROIT MI 48201

1003


OOMBRA PROJECT #

OWNER


ARCHITECT


STRUCTURAL ENGINEER




MEP ENGINEER


TRUE NORTH

THG PROJECT #:

4/20

/201

8 5:

22:4

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D:\2

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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


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


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"

POCKET

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


2827 JOHN R STREET

DETROIT MI 48201

1003


OOMBRA PROJECT #

OWNER


ARCHITECT


STRUCTURAL ENGINEER




MEP ENGINEER


TRUE NORTH

THG PROJECT #:

4/20

/201

8 5:

22:5

3 PM

D:\2

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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


2827 JOHN R STREET

DETROIT MI 48201

1003


OOMBRA PROJECT #

OWNER


ARCHITECT


STRUCTURAL ENGINEER




MEP ENGINEER


TRUE NORTH

THG PROJECT #:

4/20

/201

8 5:

22:5

8 PM

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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")

12x18

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X-#

X

N


2827 JOHN R STREET

DETROIT MI 48201

1003


OOMBRA PROJECT #

OWNER


ARCHITECT


STRUCTURAL ENGINEER




MEP ENGINEER


TRUE NORTH

THG PROJECT #:

4/20

/201

8 5:

23:0

4 PM

D:\2

018

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it W

orks

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COLUMN SCHEDULE

03

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SU

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T F

OR

CO

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TR

UC

TIO

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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


SCALE : AS INDICATED

OOMBRA PROJECT #

OWNER


ARCHITECT


STRUCTURAL ENGINEER




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 PROJECT #

OWNER


ARCHITECT


STRUCTURAL ENGINEER




MEP ENGINEER


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


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



F1

F1

F1

F2

F2

F2

2827 JOHN R STREET

DETROIT MI 48201

1003



OOMBRA PROJECT #

OWNER


ARCHITECT


STRUCTURAL ENGINEER




MEP ENGINEER


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
















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


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 PROJECT #

OWNER


ARCHITECT


STRUCTURAL ENGINEER




MEP ENGINEER


PRELIM

INARY

NOT F

OR

CONSTRUCTIO

N

4/20/2018 2:06:26 PM



























DRAWING ISSUE DATE


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 PROJECT #

OWNER


ARCHITECT


STRUCTURAL ENGINEER




MEP ENGINEER


PRELIM

INARY

NOT F

OR

CONSTRUCTIO

N

4/20/2018 2:06:28 PM



























DRAWING ISSUE DATE


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 PROJECT #

OWNER


ARCHITECT


STRUCTURAL ENGINEER




MEP ENGINEER


PRELIM

INARY

NOT F

OR

CONSTRUCTIO

N

4/20/2018 2:06:31 PM



























DRAWING ISSUE DATE


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 PROJECT #

OWNER


ARCHITECT


STRUCTURAL ENGINEER




MEP ENGINEER


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

























DRAWING ISSUE DATE


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 PROJECT #

OWNER


ARCHITECT


STRUCTURAL ENGINEER




MEP ENGINEER


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


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


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 PROJECT #

OWNER


ARCHITECT


STRUCTURAL ENGINEER




MEP ENGINEER


PRELIM

INARY

NOT F

OR

CONSTRUCTIO

N

4/20/2018 2:16:11 PM

LEVEL 2 HVAC PLAN




















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


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


6FCU

6FCU

2827 JOHN R STREET

DETROIT MI 48201

1003



OOMBRA PROJECT #

OWNER


ARCHITECT


STRUCTURAL ENGINEER




MEP ENGINEER


PRELIM

INARY

NOT F

OR

CONSTRUCTIO

N

4/20/2018 2:16:13 PM

LEVEL 3 HVAC PLAN
























DRAWING ISSUE DATE


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



4BF

5BF

6CU

7CU


1EUH

S-310x6170-4

S-18ø160

2827 JOHN R STREET

DETROIT MI 48201

1003



OOMBRA PROJECT #

OWNER


ARCHITECT


STRUCTURAL ENGINEER




MEP ENGINEER


PRELIM

INARY

NOT F

OR

CONSTRUCTIO

N

4/20/2018 2:16:16 PM

LEVEL 4 HVAC PLAN
























DRAWING ISSUE DATE


1

2

3

4

5

P2

P1

P3

PGPF

PEPD

PCPB

1.5

A

B

C

D

E

7EF

4ACU

4BCU

5ACU

5BCU


2827 JOHN R STREET

DETROIT MI 48201

1003



OOMBRA PROJECT #

OWNER


ARCHITECT


STRUCTURAL ENGINEER




MEP ENGINEER


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


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 PROJECT #

OWNER


ARCHITECT


STRUCTURAL ENGINEER




MEP ENGINEER


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


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 PROJECT #

OWNER


ARCHITECT


STRUCTURAL ENGINEER




MEP ENGINEER


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


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 PROJECT #

OWNER


ARCHITECT


STRUCTURAL ENGINEER




MEP ENGINEER


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


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 PROJECT #

OWNER


ARCHITECT


STRUCTURAL ENGINEER




MEP ENGINEER


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


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 PROJECT #

OWNER


ARCHITECT


STRUCTURAL ENGINEER




MEP ENGINEER


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


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

Brahler

Text Box

APPENDIX

Rossj

Typewritten Text

REPORT

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.

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BASIS OF DESIGN MATERIAL DATA

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112 EDMUND STREET

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EXTERIOR WALL SYSTEMS

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EQUITONE material sampler

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EWS 01 and 02 FIBER CEMENT PANEL WALL SYSTEM COLOR 1 (THROUGH COLOR AND THROUGH SEAL): LARGE FORMAT CEMENT BOARD PANEL SIDING WITH EXPOSED, ST STL FASTENERS, 7/8" METAL FURRING, AIR AND WATER BARRIER, 5/8" DENSGLASS W/ SEALED JOINTS, 6" METAL STUD @ 16" O.C. WITH 6" UNFACED BATT INSULATION, SHEET VAPOR BARRIER, (2) LAYERS 1/2" GYP BOARD. UL U349

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

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EWS 03 thru 05 BRICK VENEER WALL SYSTEM 3 COLORS: MODULAR BRICK VENEER, 1/3 RUNNING BOND, 2 1/4" AIRSPACE, AIR AND WATER BARRIER, 5/8" DENSGLASS W/ SEALED JOINTS, 6" METAL STUDS @ 16" O.C. WITH 6" UNFACED BATT INSULATION, SHEET VAPOR BARRIER, 1/2" GYP BOARD

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.

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EWS 06 CONCRETE FOUNDATION WALL SYSTEM WITH FORMLINER: DAMPROOFING OR WATERPROOFING AS RECOMMENDED BY GEOTECH, CAST-IN-PLACE CONCRETE, 3" SEMI-RIGID INSULATION, 2X4 WOOD FRAMING @ 16" O.C WITH UNFACED BATT INSULATION, SHEET VAPOR BARRIER, 1/2" GYP BOARD

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EXTERIOR GLAZING SYSTEM

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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.

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EGS 01 THERMALLY-BROKEN, INSULATED STOREFRONT SYSTEM WITH LOW-E GLASS. B.O.D. KAWNEER 451T-VG W KYNAR FINISH

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

1003 - detroit · 2019-05-14 · 1 stair framing configuration in cast-in-place floor framing...

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