Page 1

T.E.A.R. REVIEW â„¢ Technical Evaluation Analysis Recommendation


IN EVERY RESPECT, THE PREPARATION AND CONSTRUCTION OF OUR PROJECTS IS A MATTER OF DETAILS. EACH RECEIVES OUR FULLEST ATTENTION, UNDERSTANDING, CREATIVITY, FLEXIBILITY, AND DILIGENCE. FOR IT IS IN THESE DETAILS THAT WE FIND SOLUTIONS TO THE INHERENT CHALLENGES OF OUR INDUSTRY.

–Marc Heiman President+CEO


Our approach as builders requires scrupulous attention to detail in planning as well as execution. That means thoroughly grasping all aspects of selected materials and proposed methods. It means scrutinizing each element, method, and process for alignment with project parameters.

W E K NOW Such attention to detail is the basis of R+R’s proprietary T.E.A.R. Review†, a rigorous assessment addressing all facets of project-specific elements. Critical findings and determinations maximize efficiencies toward successful and cost-effective project completion. The depth of involvement and degree of precision we bring to many vital aspects of a project are illustrated in the examples that follow. These studies exemplify our profound and abiding commitment as builders. Your project demands nothing less. †TECHNICAL EVALUATION ANALYSIS RECOMMENDATION™ IS A TRADEMARK OF RICHTER + RATNER


DETAILS All CAD drawings (other than baseline architectural drawings), annotations, sketches, illustrations, photographs, details and renderings included herein have been provided under the T.E.A.R. Review™ process by Richter+Ratner.


TECHNICAL EVALUATION ANALYSIS RECOMMENDATIONâ„¢

6


COLLABORATION

T.E.A.R.™ Review: Review 200+ pages of drawings to identify alternate Means and Methods, Constructability issues, and Value Engineering ideas.

T.E.A.R.™ Result: A fully “Redlined” set of drawings that enabled R+R & the Project Team to produce an efficient set of Bid Documents.


TECHNICAL EVALUATION ANALYSIS RECOMMENDATIONâ„¢

8


LOGISTICS

T.E.A.R.™ Review: Examine phasing and logistics for a major replacement of structural steel in an existing building which had to be performed in multiple stages due to structural stability.

T.E.A.R.™ Result: A sequence was established that minimized additional shoring while maintaining an efficient Logistical Approach.


TECHNICAL EVALUATION ANALYSIS RECOMMENDATIONâ„¢

10


CONSTRUCTABILITY

T.E.A.R.™ Review: Outline areas of concern w/Constructability and Means & Methods to propose to design team for integration into design.

T.E.A.R.™ Result: Any conflicts were identified and all additional information was integrated into design documents.


TECHNICAL EVALUATION ANALYSIS RECOMMENDATION™

R+R Proposed Alternate Faç Façade

TING

EXIS RK MA D N LA E AD FAC

HS hick 2’ T age Dunn Pad For) p

(Ty

At Existing

Column (Typ.)

R+R Proposed Alternate Façade Stabilization

12

4’ Deep Plate Girder

30”

Bearing

2


SEQUENCING Stabilization Existing Column

Stabilization Zone

SS Framing Tower

rs n Pie

olum ing C

Exist

Possible Site Acces

Ramp

Piles

T.E.A.R.™ Review: Present an Alternate Shoring System to hold up an existing façade. As designed it would conflict with pile installation.

R+R Proposed Alternate Façade Stabilization T.E.A.R.™ Result: A system was designed and proposed that would keep the shoring in a remote location that would not interfere with the proposed work.


TECHNICAL EVALUATION ANALYSIS RECOMMENDATIONâ„¢

Notes: Pedestrians will be route

515 West 29th Street New York, NY 10001

14


LOGISTICAL STUDY TO REDUCE SCHEDULE

ed inside the building. Access to floors 2-6 preferable through the west wall.

LOGISTICS PLAN

01.20.16

Richter+Ratner 45 West 36th Street 12th Floor New York, NY 10018

Open to route pedestrians inside building.

T.E.A.R.™ Review: Review proposed location of interior hoist that was impacting the delay of finishes.

T.E.A.R.™ Result: It was determined to place the hoist on the exterior (not interior as proposed) with a cantilevered scaffold. This would bring manpower & materials into core of the building thus minimizing impact on interior fit-out and related schedule.


TECHNICAL EVALUATION ANALYSIS RECOMMENDATIONâ„¢

16


VALUE ENGINEERING

T.E.A.R.™ Review: Study for alternate method of jacking structure for removal of columns.

T.E.A.R.™ Result: Alternate method achieved utilizing alternate shoring approach which resulted in considerable savings.


TECHNICAL EVALUATION ANALYSIS RECOMMENDATION™

60

Drawings (D101) call for new slab opening at Room 127

62

Same as 60

New outlets where existing are to remain but walls will come out

64

Typical for #3, existing electric in walls will be affected

First floor framing does not show slab opening for duct at 129. Need details

65

Existing finishes called out to remain will be affected

29

Similar to above,New partitions/electrical at 129

66

Existing bathroom will be affected by structural work

47

Blank

67

Stair will be removed leaving a slab opening. No new s

48

D101 states to remove column E-12. Must be a mistake. Nothing shown on structural

68

Drawing calls for removal of slab for duct. Opening no

51

R+R internal note

69

This wall is not shown on Architecturals

57

D-101 calls for excavating tree pits need details

70

Some kind of opening will need to be made for equipm

59

Where is connection for new fire service?

71

Need details

KEY NOTES Note # 24 28

18


DRAWING REVIEW

7. Not on structural - need details

79

Calling for new partition but shown as existing to remain on demolition drawing

82

At need beam installation and related showing adjacent finishes to remain will have to get removed for accessibility

85

There is a shaft shown in this location on 1st floor Construction Plan but no other drawings, including structurals, show it.

86

Note on demo drawing for Room 118 calls for slab to be removed. Need structural details.

88

Calls for new risers. Existing walls will need to be opened up

structurals work shown to close

95

Structural drawings do not show work in this location

ot on structurals

97

D101 calls for relocating. Plumbing risers & references A201. No information there to price

98

How will this be accessed?

99

Need details

128

Is this open presently?

d

ment/materials to go down to cellar

T.E.A.R.™ Review: Review 200+ pages of drawings to identify alternate Means and Methods, Constructability issues, and Value Engineering ideas.

T.E.A.R.™ Result: A fully “Redlined” set of drawings was produced that enabled R+R & the Project Team to produce an efficient set of Bid Documents, outlining many critical components.


TECHNICAL EVALUATION ANALYSIS RECOMMENDATIONâ„¢ GC

GD

45th Street

32

CE-1

Room 50

Room 38

CANOPY ABOVE + - 0-0"

BROADW

AY

+3-0"

FE2

FE1

COMPLETE

SLOPE DOWN

DN

OPEN TO BELOW

44th Street

GA

GB

GC

GD

New Columns Up from

45th Street

32

Room 50

Room 38

CANOPY ABOVE

AY BROADW

+3-0"

FE2

COMPLETE

COMPLETE

UP

SLOPE DOWN

DN

44th Street

GA

20

GB


PHASING

2C

2D

45th Street

STAIR 9A

G3

G4

1 Erect Barricade

AY

LANE CLOSING TBD

32

Utilize Elevator

BROADW

45th Street

Rig Steel Up Opening

CE-1

Stair Tower

44th Street

TENANT OCCUPIED UNTIL

Hold up temporarily on Demo slates or

Phase _ Erect Steel Infill

Gertler & Wente ARCHITECTS LLP

2A

2B

145 West 30th Street New York, NY 10001 T 212.273.9888 F 212.273.9889 W gwarch.com

STRUCTURAL

SE3

BROA

DWAY

SLOPE UP

MECHANICAL/ELECTRICAL/PLUMBING

FE1

FE2

2C

2D

Phase Possibly Use for

Phase

SLOPE DOWN

UP

2 44th Street

Barricade to have Interior Scaffold for access to New Construction

TBD

G1

LANE CLOSING TBD

SCR

Columns down Part of Phase II - 2A

G2

COMPLETE

Erect Steel

Phase

Columns down then 2nd Floor Beams

T.E.A.R.™ Review: Examine phasing and logistics for a major replacement of structural steel in an existing building which had to be performed in multiple stages due to the structural stability.

2A

2B

T.E.A.R.™ Result: A sequence was established that minimized additional shoring while maintaining an efficient Logistical Approach.


TECHNICAL EVALUATION ANALYSIS RECOMMENDATIONâ„¢

22


LOGISTICS

T.E.A.R.™ Review: Intent on erecting steel by hand with belief that there is no place for a crane. This would result in an erection process 40% longer than if a crane was used.

T.E.A.R.™ Result: Place crane partially inside building.


TECHNICAL EVALUATION ANALYSIS RECOMMENDATIONâ„¢

24


COST STUDIES

T.E.A.R.™ Review: Cost studies based on Architect’s request to meet “Shape & Form” leaving freedom for Means & Methods & Materials.

T.E.A.R.™ Result: Multiple schemes were presented utilizing multiple products and processes.


TECHNICAL EVALUATION ANALYSIS RECOMMENDATIONâ„¢

AS DESIGNED

26


DRAWING REVIEW / VALUE ENGINEERING



  



Terraces

PROPOSED  

T.E.A.R.™ Review: Examine the steel structure as designed to see if there is an alternate means for constructing.

T.E.A.R.™ Result: R+R proposed Cast-In-Place Concrete and took on the responsibility to redesign it, which was a better installation and yielded a 25% savings.


TECHNICAL EVALUATION ANALYSIS RECOMMENDATIONâ„¢

28


MEANS & METHODS

T.E.A.R.™ Review: Assess feasibility of integrating new structure with the structure in existing building while maintaining structural stability.

T.E.A.R.™ Result: A series of shoring and bracing was introduced in a manner that minimized each floor having lateral bracing.


TECHNICAL EVALUATION ANALYSIS RECOMMENDATIONâ„¢

30


LOGISTICS

T.E.A.R.™ Review: Present shoring design impedes progress of erection of structure.

T.E.A.R.™ Result: Alternate shoring system which frees up erection area and allows for a more expedited process.


TECHNICAL EVALUATION ANALYSIS RECOMMENDATIONâ„¢

32


MEANS & METHODS / VALUE ENGINEERING

T.E.A.R.™ Review: Study Alternate Means & Methods to achieve a more cost effective approach to construct a custom trough.

T.E.A.R.™ Result: Multiple conflicts and questions were identified in this “RFI” in order to get feedback which could allow for alternate methods to be proposed.


TECHNICAL EVALUATION ANALYSIS RECOMMENDATIONâ„¢

34


DRAWING REVIEW

T.E.A.R.™ Review: Review full set of drawings to identify alternate Means and Methods, Constructability issues, and Value Engineering ideas.

T.E.A.R.™ Result: A fully “Redlined” set of drawings was compiled that enabled R+R & the Project Team to produce an efficient set of Bid Documents.


TECHNICAL EVALUATION ANALYSIS RECOMMENDATIONâ„¢ U N D E R S TA N D I N G STAGE 2 - SHORING & STEEL PREP

SEQUENCE OF OPERATIONS:

SEQUENCE OF OPERATIONS:

Option 1:

1. Existing Columns are removed

+ Remove roof & structure at new transfer girder lines which would require extensive

R R

2. Erect transfer girders and ancillary ste

R R

shoring. Option 2: + Remove all structure at footprint of new double height space

3. Steel will need to be erected on off-h

below (unless 5th floor can be vacated d

4. Roof gets closed up leaving 8th floor c

+ Provide shoring of existing steel at roof

[Shoring not shown for clarity]

+ Demolish E/W beams & columns to allow for new steel installation

[Existing steel not shown for clarity]

VARIABLES + Extent of reinforcement of columns + Availability of 5th floor possession + Floors 5 & 6 are vacant with 6th and 7th floor slabs left in place (2 vacant floors required to erect steel)

BALANCE OF ROOF STRUCTURE REMAINS (TYPICAL)

/8

EXISTING ROOF BEAMS (TYPICAL)

VACAN T VACAN T

VACAN

T

OCCUP

IED

VACAN

T

OCCUP

IED SHORING (ENGINEERING TBD) NOT SHOWN IN FULL EXCEPT FOR CLARITY

EXPERIENCE

36

UNDERSTANDING

EXECUTION

ADAPTATION

COMMITMENT

PROCESS

FIDUCIARY

EXPERIENCE

UNDERSTANDING

EXECUTION

ADAPT


SEQUENCING U N D E R S TA N D I N G

U N D E R S TA N D I N G

STAGE 3 - ROOF STEEL ERECTION

STAGE 5 - INSTALLATION OF NEW 6TH FLOOR

SEQUENCE OF OPERATIONS: 1. Remove 7th floor slab 2. Load 6th floor steel during OFF hours as there is only 1 vacant floor below

eel

R R

hours as only one floor is vacant

during erection)

columns protruding

TATION

3. Install new 6th floor using existing 6th floor slab as work platform 4. Remove existing 6th floor 5. Install metal deck and concrete on 6th floor (metal deck and concrete will be left out for access to demolish existing 6th floor)

STUB COLUMNS FOR 8TH FLOOR STEEL

/8

PORTION OF STEEL MAY BE LEFT OPEN TO RIG IN STEEL

1 5 2 3

4

COMMITMENT

PROCESS

FIDUCIARY

EXPERIENCE

UNDERSTANDING

T.E.A.R.™ Review: Develop a sequence of stabilization, demolition, and steel erection to allow for building to be renovated while maintaining structural integrity.

EXECUTION

ADAPTATION

COMMITMENT

PROCESS

FIDUCIARY

T.E.A.R.™ Result: This was achieved by performing multiple studies outlining the step-by-step approach while taking into account many factors that direcly impacted the erection process


TECHNICAL EVALUATION ANALYSIS RECOMMENDATIONâ„¢

AS DRAWN

38


CONSTRUCTABILITY

AS PROPOSED

T.E.A.R.™ Review: Address concerns of various Details that were not feasible to be constructed as shown as well as to alleviate concerns of waterprooofing.

T.E.A.R.™ Result: An alternate Detail was provided which addressed multiple issues which was ultimately integrated into the Construction Documents.


TECHNICAL EVALUATION ANALYSIS RECOMMENDATIONâ„¢

Design Int

up - Original Materials Mock-up - Proposed

40


tent

MOCK-UP FOR CONSTRUCTABILITY

T.E.A.R.™ Review: Take a concept and make it reality given only a rendering and no specific details.

T.E.A.R.™ Result: Perform mutiple mock-up and studies until the most cost-effective and feasible approach was achieved.


03 A-133

TECHNICAL EVALUATION ANALYSIS RECOMMENDATION™

29

B.O.CEILING EL. [+54'-10 7/8"]

NOT 7'-10 1/2"USED

2'-1"

29

2'-1"

NOT USED NOT USED

G

EXISTING COL. ENCLOSURES & STEEL COL. (V.I.F)

Keyed Notes

WIDE FLANGE BEAM W/ WEB BOLTED TO EXISTING COL. TO RECEIEVE HSS 8" X6" STEEL LINTEL TUBE

EXISTING LOUVER TO REMAIN (VERIFY) ALUMINUM FLUSHING PAINTED P-55

2" X 6" STEEL1/4"=1'-0" TUBE

℄TUBE

HSS 3" X 6" STEEL TUBE POST ANCHOR TOP AND BOTTOM

4" BATT INSULATION

3" X 6" STRUCTURAL 3" X 6" STRUCTURAL 3" X 6" STRUCTURAL ST'L TUBE ANCHOR ST'L TUBE ANCHOR ST'L TUBE ANCHOR TOP & BOTTOM TOP & BOTTOM TOP & BOTTOM

29 B.O.CEILING EL. [+54'-10 7/8"]

ST'L PLATETO BOLTED ST'L PLATE BOLTED EXIST. TO E ST'L PLATE BOLTED TO EXIST. SLAB (STRUCTURAL SLAB (STRUCTURAL VERIFY) VER SLAB (STRUCTURAL VERIFY)

3" 1'-0 7/8"

3

EXTERIOREXTERIOR CONDITION EXTERIOR CONDITION CONDITION 1

INTERIOR WEST ELEVATION

HSS 8" X 6" STEEL TUBE FRAMED TO & 34TH ST ENTRANCE EXISTING COL.BROADWAY BEYOND

1/2" SEALANT WITH BACKER ROD

3" X 3" X 1/4" MISC. ST'L ANGLES

2ND FLOOR T.O.S. EL.+66'-9 1/2"

3

3

5

1

8

8

5 8

ST ENTRANCE (B1)

A.

Delete new revolving doors

7 @ $85,000

($595,000

B.

Delete demolition of existing doors

71 @ $2,000

($14,000)

C.

Add removal and storage

7 @ $15,000

$105,000

D.

Allow for repair / miscellaneous parts

7 @ $5,000

$35,000

E.

Reinstall doors

7 @ $20,000

$140,000

(V.I.F.)

4

℄DOOR

(V.I.F.)

3"

5

BRONZE DOOR FRAME Note: As with all alternates and other break-outs, number 1/2" LAMINATED GLASS will vary from subcontractor to subcontractor. We have approximated the unit costs for this evaluation. NOT USED

~7’4”

(V.I.F.)

3"

17'-9" (V.I.F.)

EXISTING STRUCTURE (V.I.F)

2'-5"

3'-2 1/2"

3'-11 7/8"

4'-11"

3"

P-55

P-51

Total savings

3"

($329,000)

Or ($47,000) Each (Direct cost only)

3'-0" DOOR CLEARANCE

8"

6

1-1/2" = 1'-0" 1-1/2" = 1'-0" BROADWAY & 34TH 1-1/2" = 1'-0"

8'-7 1/2"

3"

3"

29

W/ CONCEALED SPRING ALIGN W/ALIGN EXIST.W/ EXIST. ALIGN W/ EXIST. CONNECTION 1

6

8 1/2"

37 SPRING CONNECTION

EXIST.EXIST. STRUCTURE EXIST. STRUCTURE STRUCTURE

Re-use Revolving Doors There are six (6) revolving doors scheduled to be INSULATION removed. There are seven (7) new.4" BATT This savings can be used for OUTSIDE1, 2, or all. INSIDE 3" 3" STOREFRONT EXTERIOR PLAN DETA STOREFRONT EXTERIOR PLANRCPDETAIL GROUND FLOOR A STOREFRONT EXTERIOR PLAN

S-28

5

6

SUB-FRAME W/ CONCEALED

3

1/4" 1/4" SEALANT JT/SEALANT JT/ 1/4" SEALANT JT/ BACKER RODBACKER ROD BACKER ROD

3/4" 7/8"

6

1/2" SEALANT W/ BACKER ROD

M-77

6

10'-1 1/2"

2

W/ CONCEALED SPRING CONNECTION

1/8" SEALANT 1/8" SEALANT 1/8" SEALANT BOTH SIDES ON BOTHON SIDES ON BOTH SIDES

8 1/2"

4" BATT INSULATION

9'-0" (V.I.F.)

11'-1 1/2" (V.I.F.) 7'-5 1/2" (V.I.F.) 3'-2 1/2"

2'-7 11/16"

1

1'-0"

1'-1 3/16"

29

6" STRUCTURAL STEEL STUD @ 16" O.C

RETAIL LEVEL T.O.F.F. EL. [+45'-7 1/8"] GROUND FLOOR T.O.F.F. EL. [+43'-9 1/4"]

(V.I.F.)

1/2" 13'-6 1/2" 1'-0" Once the market is3'-2aware that we are17'-9" awarded the Contract, we will receive additional bids from Subcontractors. This NOT USED may result in additional savings.NOT During the compilation NOT USED USED of the bid, we were left with a few hours to analyze 60-80 subcontractor bids. Given the intricacyEAST of this INTERIOR ELEV BROADWAY & 34TH ST ENTRANCE project, items may be missed or℄COLUMN duplicated. This may lead to increases or decreases in pricing. One trade, as2an ℄TUBE example included, we believe (however it needs the time to scope it further) has led to a savings 1 (see adjacent).

Louver AXONOMETRICExisting VIEW

5/8" EXTERIOR GYP. BOARD SHEATHING

B.O. LINTEL

Subcontractor Awards / Potential Additional Savings

TREATED CONT. WOOD BLOCKING

FACE OF EXISTING PIER BEYOND

The idea would be to have structural studs here

S

3"

1

9'-11 3/8"

2"

(V.I.F.)

HSS 8" X 6" STEEL LINTEL TUBE (ENGINEERS VERIFY)

1/2" SEALANT W/ BACKER ROD

1/2" SEALANT WITH BACKER ROD

T.O. STEEL TUBE

36

RETAIL LEVEL T.O.F.F. EL. [+45'-7 1/8"] GROUND FLOOR T.O.F.F. EL. [+43'-9 1/4"]

ALUMINIUM SCREEN (AS REQ'D)

3/4" CEMENT PLASTER ON WIRE MESH REINFORCEMENT

5'-6 3/4" (V.I.F.) RO

1'-8 1/2"

℄COLUMN

Substitute Steel with Studs (See also “Means and Methods”)

1. Edge of slab will likely conflict with structure. 2. Needs moisture barrier. (Weep won’t work.) 3. Not necessary for steel on 3 levels. 4. Fascia. 5. What is this clip?

8'-11" (V.I.F.) RO

9'-3 3/4" (V.I.F.)

20'-8 1/4" (V.I.F.) 13'-5" (V.I.F.) RO

21

New Stone Front

MEZZANINE LEVEL T.O.F.F. EL.+56'-8 3/16"

3"

3"

43

1

Savings TBD

INSIDE

11'-0 7/8"

OUTSIDE

Other Savings . . . TBD

3"

3"

9'-7 1/2"

(V.I.F.)

25'-5 1/4"

T.O. DOOR

SECTION DETAIL @ B4 EXTERIOR DOORS

ENTRANCE B4

AWARD STOREFRONT WINDOWS

VALUE ENGINEERING COST SAVINGS

DRAWING REVIEW MEANS AND METHODS

PHASING / SCHEDULE SIDEWALK AT B1 LOGISTICS T.O.F.F.

REINFORCED

JAMB. SEE Richter +SRUCT. Ratn

1'-9 7/8"

VESTIBULE B1 T.O.F.F. EL.+45'-5 1/2"

Builders Since 19

1'-10 1/2"

GROUND FLOOR LEVEL 4 T.O.F.F. EL. +45'-7 1/4"

PROBES

R R

7 @ VESTIBULE 5 1 PLAN DETAIL

ENTRANCE A3

PROCESS

3

22

12/07/12 CREATIVITY 1/8"

AUTHORIZATIO

EL. +43'-9 3/8" 20

P-55

42

PROCESS

G-51

G


ALT B: NEW AL. BALANCED DOORS, HARDWARE, SIDELITES & REINFORCED JAMS W/

9. REPAINT/REFINISH CAST IRON CORNICE/ORNIMENTATION. HARDWARE, SIDELITES & REINFORCED JAMS. DOOR HANDLE WITH REPAIR POLISH BRONZE FRAME AS REQUIRED. REPAIR POLISH BRONZE FRAME AS REQUIRED. 12. NEW 1/2" LOW-IRON TEMPERED GLASS TYP. 8. REPAIR & PAINT/REFINISH EXISTING HISTORIC ORNAMENTAL 8. REPAIR & PAINT/REFINISH EXISTING HISTORIC ORNAMENTAL 10. EXISTING STOREFRONT/WINDOW FRAME & GLASS TO REMAIN. CLEAR LACQUER FINISH. FRAMEWORK. FRAMEWORK.11. EXISTING GIRDER/STRUCTURE REMAIN. 11. EXISTING GIRDER/STRUCTURE TO REMAIN. 13. NEWTO 3/4" COLD SPRING BLACK FLOORING WITH FLAMED REPAIR POLISH BRONZE FRAME ASGRANITE REQUIRED. ALT A: NEW STEEL BALANCED DOORS, HARDWARE, SIDELITES & TREATMENT ON 1-1/4" SETTING BED. 9. REPAINT/REFINISH CASTDIAMOND-100 IRON CORNICE/ORNIMENTATION. 9. REPAINT/REFINISH CAST IRON CORNICE/ORNIMENTATION. NEW 1/2" LOW-IRONGLASS TEMPERED 12. NEW 1/2" 12. LOW-IRON TEMPERED TYP. GLASS TYP. 11. EXISTING GIRDER/STRUCTURE TO REMAIN. REINFORCED JAMS W/ 14. NEW SBEMCO #600 PEBBLE POLYESTER WALK-OFF 10. EXISTING STOREFRONT/WINDOW FRAME &ULTRA GLASSDRY TO REMAIN. 10. EXISTING STOREFRONT/WINDOW FRAME & GLASS TO REMAIN. NEW 3/4" COLD BLACK GRANITE FLOORING 13. NEW 3/4" 13. COLD SPRING BLACKSPRING GRANITE FLOORING WITH FLAMEDWITH FLAMED ALT B: NEW AL. BALANCED DOORS, HARDWARE, SIDELITES & MAT. REPAIR POLISH BRONZE FRAME AS REQUIRED. REPAIR POLISH BRONZE FRAME AS REQUIRED. 12. NEW 1/2" LOW-IRON TEMPERED GLASS TYP. TREATMENT ON 1-1/4" DIAMOND-100DIAMOND-100 TREATMENT ON 1-1/4" SETTING BED.SETTING BED.

2) NEW CRANE #280 BRONZE REVOLVING DOOR.

MACY'S HERALD SQUARE

3) NEW OPTIMUM STEEL BEAD-BLASTED STOREFRONT SYSTEM PAINTED P-55 W/ 1/2" TEMPERED LOW-IRON GLASS TYP.

K E V I N

4) NOT USED 5) NEW MISCELLANEOUS STEEL POST/LINTEL FRAMEWORK PAINTED/FINISHED AS REQUIRED P-56. SEE STRUCTURAL DRAWINGS.

NOT USED

12) EXISTING GLASS TO REMAIN. REPAIR/REFINISH WITH NEW PAINT AS REQUIRED. EL. [+45'-7 1/8"]

3'-3 1/4" GROUND FLOOR 14) NEW SBEMCO ULTRA DRY #600 PEBBLE POLYESTER WALK-OFF T.O.F.F. MAT. EL. [+43'-9 1/4"] 3'-3 1/4"

3'-4 3/4"

3'-3 3/4"

3'-4 3/4"

NOT USED NOT USED NOT 16) USED REFURBISH & POLISH REWIRE & RELAMP EXISTING HISTORIC FIXTURE. SEE LIGHTING & ELECTRICAL DRAWINGS.

2 2

3" X 6" STRUCTURAL 3" X 6" STRUCTURAL 3" X 6" FOLLOWING STRUCTURAL ST'L TUBE ANCHOR P-55. REPAIR MARQUEE SURFACE/ROOF INSTALLATION OF ST'L TUBE ANCHOR ST'L TUBE ANCHOR TOP & BOTTOM N.I.C. NEW LIGHTING/ELECTRICAL AS REQUIRED. TOP & BOTTOM TOP & BOTTOM 3" X 6" STRUCTURAL 3" X 6" STRUCTURAL 3" X 6" STRUCTURAL ST'L TUBE ANCHOR 20) PAINT & REFINISH EXISTING SOFFIT / PANEL / ALCOVE / DOOR P-55. ST'L TUBE ANCHOR ST'L TUBE ANCHOR TOP & BOTTOM TOP & BOTTOM TOP & BOTTOM

21) NEW MACY'S SIGNAGE.

1'-5 1/2" 1'-5 1/2"

1 1

1'-5 1/2" 1'-5 1/2"

142

6"3"

1

M-77

1

34) NEW DISPLAY/ADVERTISING WINDOW WITH OPTIMUM BRONZE BEAD BLASTED SYSTEM.

1

37

5

5

9 9

85

85

1

5

2 12

3'-3"

℄ ℄

3'-3"

℄ ℄

3'-3"N

℄ ℄

3'-3"

3'-3" 16'-8" 3'-3" 16'-8"

S-200 S-200

1

M-73

7

1

M-73 3'-3"

7

℄ ℄

3'-3"

℄ ℄

3'-3"

3'-3"

℄ ℄

INTERIOR SOUTH ELEVATION BROADWAY & 34TH ST ENTRANCE ELEVATION INTERIOR SOUTH

36) CEILING PLENUM RETURN GRILL FOR UNIT HEATER. SEE MECHANICAL DRAWINGS.

3'-6" 3'-6"

37) AIR CURTAIN SUPPLY VENT. SEE MECHANICAL DRAWINGS. 38) CONCEALED SPRINKLER HEADS CUSTOM PAINTED TO MATCH ADJACENT SURFACE TYP. SEE SP. DRAWINGS.

6 6

1

5 5

M-74 M-74

39) NOT USED

5 HSS 3" X 6" X 5/16" POST 5 HSS 3" X 6" X 5/16" POST

P-55

40) NEW STONE VENEER TO MATCH EXISTINGP-55 TYPICAL EXTERIOR STONE

2'-1" 2'-1" (V.I.F.) (V.I.F.)

P-55 P-55

20'-8 1/4" (V.I.F.) 20'-8 1/4" RO (V.I.F.) 7'-4" RO 7'-4"

3" 3"

43 43

3" 3" 1/2" 2'-0 3/4" 1'-8 1'-8 1/2" 2'-0 3/4" (V.I.F.) (V.I.F.)

1 1

N

G-55 G-55

EL. +43'-9 3/8" EL. +43'-9 3/8"

M-77 M-77

NEW NEW

3 3 G-55 G-55

M-73 M-73

M-79 M-79

15 15

1 1

P-55 P-55

E3.06 E3.06

07 07 A-134 A-134

G-03 G-03

℄ ℄

3'-3" 3'-3"

S-21 S-21

℄ ℄

S-52 S-52

E3.05 E3.05

E3.04 E3.04

M-73 M-73 3'-3" 3'-3"

EL. M-79 EL. M-79 3'-3"

3'-3" ℄ ℄ ℄ 16'-8" (V.I.F.) ℄ 16'-8"RO (V.I.F.) RO

4'-21/4" 1/4" 4'-2

7'-3" 7'-3"

17'-9" 17'-9"

25'-2 3/4"

E3.03 E3.03

3'-3" 3'-3"

E3.02 E3.02

℄ ℄

3'-3" 3'-3"

1'-6"

℄ 1'-6" ℄

14 14 40. REINSTALL REINSTALL RECONFIGURED RECONFIGURED BALANCED DOORS DOORS WITH WITH 1/2" 1/2" LOW LOW IRON IRON 40. BALANCED LAMINATED GLASS. GLASS. CM CM TO TO COORDINATE COORDINATE DOOR/HARDWARE DOOR/HARDWARE LAMINATED INSTALLATION & & WEATHERPROOFING WEATHERPROOFING WITH WITH GC. GC. INSTALLATION 1'-0" 1'-0" 41. BRONZE BRONZE 5/8" 5/8" CONTINUOUS CONTINUOUS REVEAL. 41. REVEAL. 04 04 A-134 A-134 42. 1/2" 1/2" LAMINATED LAMINATED LOW-IRON LOW-IRON GLASS. 42. GLASS.

24'-1 1/4" (V.I.F.) 24'-1 1/4" (V.I.F.)

ELEVATION - 34TH STREET BROADWAY & 34TH ST ENTRANCE (B1)

T.E.A.R.™ Review: To be explicit in a competitive bid process AWARD VALUE ENGINEERING PROBES STOREFRONT WINDOWS COST SAVINGS about issues and concerns with Details, VALUE ENGINEERING AWARD PROBES COST SAVINGS STOREFRONT WINDOWS Constructability, and Cost Savings ideas

21 1

General General Notes Notes 1. 1. On On 12/5/12, 12/5/12, Dawson Dawson approved approved the the anchoring anchoring of of frames frames -34. NEW DISPLAY/ADVERTISING WINDOW WITH HOPE'S BRONZE BEAD 34. NEW DISPLAY/ADVERTISING WINDOW WITH HOPE'S BRONZE BEAD top and bottom without side jam anchors. BLASTED FRAME. FIRE RATING AS REQUIRED. top and BLASTED FRAME. FIRE RATING AS REQUIRED. bottom without side jam anchors. 33. NEW DECORATIVE CABINET UNIT HEATER GRILL - BRONZE BAR 33. NEW DECORATIVE CABINET UNIT HEATER GRILL - BRONZE BAR STOCK. STOCK.

℄ ℄

38. 38. CONCEALED CONCEALED SPRINKLER SPRINKLER HEADS HEADS CUSTOM CUSTOM PAINTED PAINTED TO TO MATCH MATCH

CUT, PATCH, PATCH, REPAIR, REPAIR, SEAL SEAL SALVAGED SALVAGED STONE STONE AS AS REQUIRED REQUIRED FOR FOR CUT, REINSTALLATION.

01 A-134 A-134

GROUND FLOOR PLAN BROADWAY & 34TH FLOOR ST ENTRANCE (B1) GROUND PLAN BROADWAY & 34TH ST ENTRANCE (B1)

N N

35. 35. NOT NOT USED. USED.

REINSTALLATION. A. Repair metal - must be opened wide, then closed to jamb (Exterior) 40. REINSTALL REINSTALL RECONFIGURED RECONFIGURED BALANCED BALANCED DOORS DOORS WITH WITH 1/2" 1/2" LOW LOW IRON IRON 40. LAMINATED GLASS. CMother TO COORDINATE COORDINATE DOOR/HARDWARE B. Repair interior stone orCM finish LAMINATED GLASS. TO DOOR/HARDWARE INSTALLATION & & WEATHERPROOFING WEATHERPROOFING WITH WITH GC. GC. INSTALLATION C. Patch Patch substrate substrate C. 1 41. BRONZE 5/8" CONTINUOUS REVEAL. 1 BRONZE 5/8" CONTINUOUS REVEAL. D. B1 B1 Instance, Instance,41.lose lose nib walls walls 13 DOOR 280 MUNTZ WITH 1/2" LAMINATED 43. NEW CRAIN REVOLVING D. nib 13 DOOR 43. NEW CRAIN REVOLVING 280 MUNTZ WITH 1/2" LAMINATED 42. 1/2" LAMINATED LOW-IRON GLASS. LOW IRON GLASS. LOW IRON GLASS. E. Steel Steel Tubes Tubes 42. 1/2" LAMINATED LOW-IRON GLASS. E. 43. NEW CRANE REVOLVING DOOR 280 MUNTZ WITH 1/2" LAMINATED 8 44. NEW FRAMELESS HOLLOW METAL ACCESS DOOR WITH STONE 43. NEW CRANE REVOLVING DOOR 280 MUNTZ WITHangles 1/2" LAMINATED 8DOOR WITH STONE Avoid Avoid conflict conflict with connecting vertical vertical 44. NEW FRAMELESS HOLLOW METAL ACCESS LOW of IRONdoors/windows GLASS. 29BACKING. VENEER ON HONEYCOMB with angles connecting LOW of IRONdoors/windows GLASS. 29BACKING. VENEER ON HONEYCOMB and horizontal horizontal (per S-200) (Estimate of WITH possible redesign and/or and/or 44. NEW FRAMELESS HOLLOW METAL ACCESS DOOR STONE and (per S-200) (Estimate of possible redesign 44. NEW FRAMELESS HOLLOW METAL ACCESS DOOR WITH STONE VENEER ON HONEYCOMB BACKING. F. shop’s modification) VENEER ON HONEYCOMB BACKING. F. shop’s modification) ⅊ ⅊ G. Demolition (Hand chasing) E3.01 G. Demolition (Hand chasing) E3.01 15 Other - it is likely that there is a conflict with conduit, misc. steel 15 Other - it is likely that there is a conflict with conduit, misc. steel M-73 H. anchors, structure, or other conditions. M-73 H. anchors, structure, or other conditions. 01 3'-3"

2'-6 1/2" 2'-6 1/2" ℄ (V.I.F.) 3'-3" 5'-11 1/4" (V.I.F.) (V.I.F.) ℄ 5'-11 RO (V.I.F.) 2 1/4" RO

FLOORPLAN ELEVATION - 34TH STREET FLOORPLAN BROADWAY & 34TH ST ENTRANCE (B1)

N N

32. C280 BRONZE 3-HOUR EGRESS DOOR WITH HIDDEN FRAME. 32. C280 BRONZE 3-HOUR EGRESS DOOR WITH HIDDEN FRAME.

*Note that some items are included in the present pricing, others are potential field conditions. ADJACENT SURFACE TYP. SEE SEE SP. SP. DRAWINGS. DRAWINGS. ADJACENT SURFACE TYP. The possible reflected are FROM show below. There 39. STONE STONEsavings RECOVERED/REUSED FROM BROADWAY BROADWAY MEZZANINE DEMO. are 14 recessed tubes. 39. RECOVERED/REUSED MEZZANINE DEMO.

7'-8" 7'-8"

01 01 A-131 1 A-131 1 REIN. DOOR JAMBS REIN. DOOR JAMBS EL. [+43'-9 3/8"] EL. [+43'-9 3/8"]

2

Possible savings by eliminating vertical steel tubes recessed in walls.* 37. 37. AIR AIR CURTAIN CURTAIN SUPPLY SUPPLY VENT. VENT. SEE SEE MECHANICAL MECHANICAL DRAWINGS. DRAWINGS.

2'-2 1/4" 1/4" 2'-2

1

11'-8 11'-83/4" 3/4"

13'-6 13'-6 1/2" 1/2"

5 5

⅊⅊

M-79 M-79

1'-0" 1'-0" 29 29

7 7

912

ON

1'-0" 1'-0"

7

2

1'-6 1/4" 1'-6 1/4"2'-2 2'-21/4" 1/4"

-

ner

02 0202 02 A-132 A-131 A-132 A-131

1'-5 1'-51/2" 1/2"(V.I.F.) (V.I.F.)

PARTIALLY OPEN WITH WATCH VITRINES

5 5 NEW

5 5

3 3

SHOW WINDOW (THEATRICAL)

F

05 05 A-132 A-132

Specific Notes (Refer to drawings) Specific Notes (Refer totodrawings) 1. Connect horizontal structure 1. Connect horizontal to structure Confirm structure beyond RELAMP WITH NEW2. WIRING/CONNECTIONS. SEE LIGHTING & 23. REFURBISH & POLISH EXISTING FIXTURE/SCONCE. RETROFIT & ELECTRICAL DRAWINGS. Confirm structure beyond RELAMP WITH NEW2. WIRING/CONNECTIONS. SEE LIGHTING & 3. Eliminate vertical steel ELECTRICAL DRAWINGS. 24. REPAIR, PATCH & REPAINT CEILING REMOVED FOR INSTALLATION OF 3.TO MATCH Eliminate vertical steel AIR CURTAINS. FINISH EXISTING. Unclear dotted line is (if recessed). 24. REPAIR, PATCH4. & REPAINT CEILING REMOVEDwhat FOR INSTALLATION OF AIR CURTAINS. FINISH TO MATCH EXISTING. 4. Unclear what dotted line is (ifwalls, recessed). 25. NEW SUSPENDED 5/8" GYPBD CEILING ON BLACK CHANNELS. 5. Impact on floor with existing elevator, etc. PAINT/FINISH. 25. NEW SUSPENDED 5/8" GYPBD CEILING ON BLACK CHANNELS. 5. Impact on floor with existing walls, elevator, etc. PAINT/FINISH. 6. See cost impact study on adjacent page 26. NEW GYP.BD. PAINTED. 6. See cost impact study on adjacent page 26. NEW GYP.BD. PAINTED. 7. Demo drawings show removal by us of all lintels (if ready), 27. NEW WALL WITH 7/8" STONE VENEER. 7. Demo drawings show removal by us of all lintels (if ready), 27. NEW WALL WITH 7/8" STONE VENEER. protection by others. 28. EXISTING WALL WITH NEWframing 7/8" STONE VENEER. protection by others. 28. EXISTING WALL WITH NEWframing 7/8" STONE VENEER. Reflected plan doesn’t show changes in elevation. 29. EXISTING WALL8. WITH EXISTING STONE VENEER TOceiling REMAIN. 8. Reflected plan doesn’t show changes in elevation. 29. EXISTING WALL WITHSTONE EXISTING VENEER TOceiling REMAIN. REPAIR/CLEAN EXISTING AS STONE REQUIRED. REPAIR/CLEAN EXISTING STONE AS REQUIRED. 9. Will likely 9. Will likely lose lose this this nib. nib. 30. NOT USED. 30. NOT USED. 10. Per section 2/A-133 10. Per section 2/A-133 -- What What is is 6” 6” plate plate connecting connecting to? to? 31. NOT USED. 31. NOT USED. 21. NEW NEW AWNING MACY'S SIGNAGE. 22. AND HARDWARE WITH LIGHTING & LOUDSPEAKER CONNECTIONS. SEE LIGHTING & ELECTRICAL DRAWINGS. 22. NEW AWNING AND HARDWARE WITH LIGHTING & LOUDSPEAKER CONNECTIONS. SEE LIGHTING & ELECTRICAL DRAWINGS. 23. REFURBISH & POLISH EXISTING FIXTURE/SCONCE. RETROFIT &

36. 36. CEILING CEILING PLENUM PLENUM RETURN RETURN GRILL GRILL FOR FOR UNIT UNIT HEATER. HEATER. SEE SEE MECHANICAL MECHANICAL DRAWINGS. DRAWINGS.

39. 39. STONE STONE RECOVERED/REUSED RECOVERED/REUSED FROM FROM BROADWAY BROADWAY MEZZANINE MEZZANINE DEMO. DEMO. CUT, CUT, PATCH, PATCH, REPAIR, REPAIR, SEAL SEAL SALVAGED SALVAGED STONE STONE AS AS REQUIRED REQUIRED FOR FOR REINSTALLATION. REINSTALLATION. 2

5 3/4" 5 3/4"

SHOW WINDOW (FOR LUXURY VENDOR)

E

06 06 A-132 A-132 19 19

1'-0" 1'-0"

D

7'-10" 7'-10"

SHOW WINDOW (STANDARD)

R-52 R-52

1'-9 1/2" 1'-9 1/2"

C

3 3

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

33

22

37. 37. AIR AIR CURTAIN CURTAIN SUPPLY SUPPLY VENT. VENT. SEE SEE MECHANICAL MECHANICAL DRAWINGS. DRAWINGS. M-74 38. CONCEALED 38.M-74 CONCEALED SPRINKLER SPRINKLER HEADS HEADS CUSTOM CUSTOM PAINTED PAINTED TO TO MATCH MATCH ADJACENT ADJACENT SURFACE SURFACE TYP. TYP. SEE SEE SP. SP. DRAWINGS. DRAWINGS.

03 03 A-132 A-132

6 1/2" 6 1/2"

R

2

1

13 36. 13 GRILL 36. CEILING CEILING PLENUM PLENUM RETURN RETURN GRILL FOR FOR UNIT UNIT HEATER. HEATER. SEE SEE MECHANICAL MECHANICAL DRAWINGS. DRAWINGS.

1'-0" 21 211'-0"

17'-9" 17'-9"

DISPLAY / SHOW WINDOW INDEX:

1

M-76 M-76

5

4

OPEN TO SALES FLOOR

DN DN 1:13 1:13

1'-81'-8 1/4" 1/4"

10

BACK PAINTED GLASS

M-74 M-74

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

21 21

3'-51/2" 1/2" 3'-5

S-52 S-52

43) REFINISH EXISTING INTERIOR VESTIBULE, CEILING & DOORS AS SPECIFIED.

20. NEW PAINTMACY'S & REFINISH EXISTING SOFFIT/PANEL/ALCOVE/DOOR. 21. SIGNAGE.

1

35. NOT USED. 35. NOT USED.

42) REFINISH EXISTING EXTERIOR DOORS AND STOREFRONT PAINTED P-55

A R C H I T E C T S

2 1

6 6

9 9

41) CHANGE DOOR SWING TO MEET ADA.

A R C H I T E C T S

REPAIR MARQUEE SURFACE/ROOF FOLLOWING INSTALLATION OF NEW LIGHTING/ELECTRICAL AS REQUIRED. 20. PAINT & REFINISH EXISTING SOFFIT/PANEL/ALCOVE/DOOR.

1

33. NEW DECORATIVE CABINET UNIT HEATER GRILL - BRONZE BAR 33. NEW DECORATIVE CABINET UNIT HEATER GRILL - BRONZE BAR M-74 STOCK. M-74 STOCK. 5 34. NEW DISPLAY/ADVERTISING WINDOW WITH HOPE'S BRONZE BEAD 5 HSS 3" X 6" X 5/16" 34. NEW DISPLAY/ADVERTISING WINDOW WITH HOPE'S BRONZE BEAD HSSAS 3" X 6" X 5/16" BLASTED FRAME. FIRE RATING REQUIRED. CONCEALED POST BLASTED FRAME. FIRE RATING AS REQUIRED. CONCEALED POST

1 1

K E N N O N

These examples represent a few ideas of possible cost savings. This Flagship is anaicon New of York City and is These examples represent fewinideas possible cost going through a total overhaul. goalYork is toCity find and other savings. Flagship is an iconOur in New is 16. & POLISH REWIRE & RELAMP This EXISTING HISTORIC 15. REFURBISH SIDEWALK N.I.C. FIXTURE. SEE LIGHTING & ELECTRICAL DRAWINGS. cost so athe scope is not reduced in such wayother that goingsavings through total overhaul. Our goal is to afind 16. REFURBISH & POLISH REWIRE & RELAMP EXISTING HISTORIC 17. NEW LIGHTING FIXTURE. SEE LIGHTING & ELECTRICAL DRAWINGS. FIXTURE. SEE LIGHTING & ELECTRICAL DRAWINGS. cost savings so visual the scope is not reduced such a way will affect the appearance of theinproject (i.e. that not 18. HISTORIC PLAQUE REMAIN.&REPAIR & POLISH. 17. EXISTING NEW LIGHTING FIXTURE. SEETO LIGHTING ELECTRICAL DRAWINGS. will MARQUEE affect the SUPPORTS. visual appearance the project (i.e. not stripping paint but painting over at of façade). 19. & REFINISH & REPAIR STRUCTURAL 18. PAINT EXISTING HISTORICEXISTING PLAQUE TO REMAIN. & POLISH. REPAIR MARQUEE SURFACE/ROOF FOLLOWINGpaint INSTALLATION OF NEWpainting over at façade). stripping but 19. PAINT & REFINISH EXISTING MARQUEE & STRUCTURAL SUPPORTS. LIGHTING/ELECTRICAL AS REQUIRED.

12

26. NEW GYP.BD. PAINTED. 27. NEW WALL WITH 7/8" STONE VENEER. 27. NEW WALL WITH 7/8" STONE VENEER. 28. EXISTING WALL WITH NEW 7/8" STONE VENEER. 28. EXISTING WALL WITH NEW 7/8" STONE VENEER. 29. EXISTING WALL WITH EXISTING STONE VENEER TO REMAIN. REPAIR/CLEAN EXISTING AS STONE REQUIRED. 29. EXISTING WALL WITHSTONE EXISTING VENEER TO REMAIN. REPAIR/CLEAN EXISTING STONE AS REQUIRED. 30. NOT USED. 30. NOT USED. 3'-6" 31. NOT USED. 31.3'-6" NOT USED. 32. C280 BRONZE 3-HOUR EGRESS DOOR WITH HIDDEN FRAME. 32. C280 BRONZE 3-HOUR EGRESS DOOR WITH HIDDEN FRAME.

K E V I N

14. NEW SBEMCO ULTRA DRY #600 PEBBLE POLYESTER WALK-OFF 15. SIDEWALK N.I.C. MAT.

N N 2 2

M AEC VY ' SI N H E RKA LED NS QNU O A RN E K

13. NEW 3/4" COLD SPRING BLACK GRANITE FLOORING WITH FLAMED 14. NEW SBEMCO ULTRA DRY #600 PEBBLE POLYESTER WALK-OFF DIAMOND-100 TREATMENT ON 1-1/4" SETTING BED. MAT.

3

BROADWAY & 34TH ST ENTRANCE (B1)1 PAINT/FINISH. 1 1 26. NEW GYP.BD. PAINTED. 1

MACY 'S HERALD SQUARE

13. NEW 3/4" COLD SPRING BLACK GRANITE FLOORING WITH FLAMED 12. NEW 1/2" LOW-IRON TEMPERED TYP.BED. DIAMOND-100 TREATMENT ON 1-1/4"GLASS SETTING

21. NEW NEW AWNING MACY'S SIGNAGE. 22. AND HARDWARE WITH LIGHTING & LOUDSPEAKER CONNECTIONS. SEE LIGHTING & ELECTRICAL DRAWINGS. 22. NEW AWNING AND HARDWARE WITH LIGHTING & LOUDSPEAKER CONNECTIONS. LIGHTING & ELECTRICAL DRAWINGS. 23. REFURBISH &SEE POLISH EXISTING FIXTURE/SCONCE. RETROFIT &

GROUND FLOOR RCP 24. NOT USED. 25. NEW SUSPENDED 5/8"STGYPBD CEILING ON BLACK CHANNELS. BROADWAY & 34TH ENTRANCE (B1) GROUND FLOOR RCP PAINT/FINISH. 1 5/8" 1GYPBD CEILING ON BLACK CHANNELS. 25. NEW SUSPENDED

BROADWAY & 34TH ST ENTRANCE

B

C

12. NEW 1/2" LOW-IRON TEMPERED GLASS TYP. 11. EXISTING GIRDER/STRUCTURE TO REMAIN.

RELAMP WITH NEW WIRING/CONNECTIONS. SEE LIGHTING & 23. REFURBISH & POLISH EXISTING FIXTURE/SCONCE. RETROFIT & ELECTRICAL DRAWINGS. RELAMP WITH NEW WIRING/CONNECTIONS. SEE LIGHTING & ELECTRICAL DRAWINGS. 24. NOT USED.

5

5

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

1'-6"

29

1

STOREFRONT EXTERIOR PLAN DETAIL 1

1'-6"

6 6

LOW IRON VENEER ONGLASS. HONEYCOMB BACKING.

STOREFRONT EXTERIOR DETAIL STOREFRONT EXTERIOR PLANPLAN DETAIL STOREFRONT EXTERIOR PLAN DETAIL 1-1/2" = 1'-0" 1-1/2" = 1'-0"

35) NOT USED

A

N

10. EXISTING EXISTING GIRDER/STRUCTURE STOREFRONT/WINDOW 11. TO FRAME REMAIN.& GLASS TO REMAIN. REPAIR POLISH BRONZE FRAME AS REQUIRED.

219. PAINT & REFINISH EXISTING MARQUEE & STRUCTURAL SUPPORTS. REPAIR MARQUEE SURFACE/ROOF FOLLOWING INSTALLATION OF NEW LIGHTING/ELECTRICAL AS REQUIRED. 1 20. PAINT & REFINISH EXISTING SOFFIT/PANEL/ALCOVE/DOOR. 5 1 1 3 37 29 1 3 44. NEW FRAMELESS HOLLOW METAL ACCESS DOOR WITH STONE 44. METAL ACCESS DOOR WITH STONE 20. NEW PAINTMACY'S & REFINISH EXISTING SOFFIT/PANEL/ALCOVE/DOOR. 43.REVOLVING NEWHOLLOW CRAINDOOR REVOLVING DOOR 280 MUNTZ WITH 1/2" LAMINATED 43. NEW CRAIN REVOLVING DOOR 2805 MUNTZ WITH LAMINATED 43. NEW NEW FRAMELESS CRAIN 280 MUNTZ WITH 1/2" LAMINATED 44. NEW FRAMELESS HOLLOW METAL ACCESS DOOR1/2" WITH STONE 21. SIGNAGE. VENEER ON HONEYCOMB VENEER ON HONEYCOMB BACKING. BACKING. 3

1/4" 1/4" SEALANT JT/SEALANT JT/ BACKER RODBACKER ROD 1/4" SEALANT JT/ BACKER ROD 1/4" 1/4" SEALANT JT/SEALANT JT/ BACKER RODBACKER ROD 1/4" SEALANT JT/ BACKER ROD 1-1/2" = 1'-0" 1-1/2" = 1'-0" 1-1/2" = 1'-0"

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

33) NOT USED

33

I

9. CAST IRON CORNICE/ORNIMENTATION. 8. REPAINT/REFINISH REPAIR & PAINT/REFINISH EXISTING HISTORIC ORNAMENTAL FRAMEWORK. 10. EXISTING STOREFRONT/WINDOW FRAME & GLASS TO REMAIN. 9. REPAINT/REFINISH CAST IRONAS CORNICE/ORNIMENTATION. REPAIR POLISH BRONZE FRAME REQUIRED.

39. STONE RECOVERED/REUSED FROM BROADWAY MEZZANINE DEMO. 39. STONE RECOVERED/REUSED FROMMEZZANINE BROADWAY MEZZANINE DEMO. DOORS WITH 1/2" LOW IRON 39. STONE RECOVERED/REUSED FROM BROADWAY DEMO. 40.DOORS REINSTALL RECONFIGURED REINSTALL RECONFIGURED DOORS WITH 1/2"BALANCED LOW IRON 40. REINSTALL40. RECONFIGURED BALANCED WITH 1/2" LOW IRON CUT,BALANCED PATCH, REPAIR, SEAL SALVAGED STONE AS REQUIRED FOR

2 52 8 1 1 8 8 2 2 8 STOREFRONT EXTERIOR STOREFRONT EXTERIOR PLANPLAN DETAIL 1 1 DETAIL

SIDELITE

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

1

1

1

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

4

S

PAINTED/FINISHED AS REQUIRED. SEE STRUCTURAL DRAWINGS. 4. NOT USED.

7. ISOLATION/SEPARATION ADJACENT METALSATAS 6. MAINTAIN NEW MISCELLANEOUS HEAVY GAGEBETWEEN #280 BRONZE CLADDING REQUIRED TO PREVENT GALVANIC REACTION. SEE STRUCTURAL ALL EXPOSED SURFACES. DRAWINGS. 7. MAINTAIN ISOLATION/SEPARATION BETWEEN ADJACENT METALS AS 8. REPAIR &TOPAINT/REFINISH EXISTING HISTORIC REQUIRED PREVENT GALVANIC REACTION. SEEORNAMENTAL STRUCTURAL FRAMEWORK. DRAWINGS.

18. EXISTING HISTORIC PLAQUE TO REMAIN. REPAIR & POLISH. INSTALLATION WEATHERPROOFING WITH GC. & WEATHERPROOFING INSTALLATIONINSTALLATION & WEATHERPROOFING WITH GC. WITH&GC. 40. REINSTALL REINSTALL RECONFIGURED BALANCED DOORS WITH LOW IRON DOORS WITH 1/2" LOW IRON 40. REINSTALL40. RECONFIGURED BALANCED WITHRECONFIGURED 1/2" LOW IRON1/2"BALANCED 41. DOORS BRONZE CONTINUOUS REVEAL. 41. BRONZE 5/8" CONTINUOUS REVEAL. 5/8" 41. BRONZE 5/8" CONTINUOUS REVEAL. GLASS. CM TO COORDINATE DOOR/HARDWARE LAMINATED CM TOLAMINATED COORDINATE DOOR/HARDWARE LAMINATED GLASS. CM TOGLASS. COORDINATE DOOR/HARDWARE 19. PAINT & REFINISH EXISTING MARQUEE & STRUCTURAL SUPPORTS. INSTALLATION WEATHERPROOFING WITH GC. & WEATHERPROOFING WITH&GC. INSTALLATIONINSTALLATION & WEATHERPROOFING WITH GC. 42. 1/2" LAMINATED LOW-IRON GLASS. 42. 1/2"LOW-IRON LAMINATED LOW-IRON GLASS. 42. 1/2" LAMINATED GLASS. REPAIR MARQUEE SURFACE/ROOF FOLLOWING INSTALLATION OF NEW 1 1 41. CONTINUOUS BRONZE 5/8" CONTINUOUS REVEAL. 5/8" CONTINUOUS REVEAL. 41. BRONZE 5/8" REVEAL. 41. BRONZE 43.REVOLVING NEW CRAINDOOR REVOLVING DOOR 280 MUNTZ WITH 1/2"DOOR LAMINATED 43. NEW CRAIN 280 MUNTZ WITH 1/2" LAMINATED LIGHTING/ELECTRICAL AS REQUIRED. 43. NEW CRAIN 280 MUNTZ WITH 1/2" REVOLVING LAMINATED LOW IRON GLASS. GLASS. LOW IRONLAMINATED GLASS. LOW IRON GLASS. LOW-IRON GLASS. 42. 1/2" LAMINATED 42. 1/2" LAMINATED LOW-IRON GLASS. 42. 1/2" LOW-IRON

44. NEWHOLLOW FRAMELESS HOLLOW METAL ACCESS DOOR WITH METAL STONE ACCESS DOOR WITH STONE 44. NEW FRAMELESS METAL ACCESS DOOR WITH STONE 44. NEW FRAMELESS HOLLOW VENEER ON HONEYCOMB VENEER ON HONEYCOMB BACKING. BACKING. VENEER ON HONEYCOMB BACKING.

1

N RETAIL LEVEL EL. [+45'-7 1/8"] 29) NEW 1/2" LOW-IRON TEMPERED T.O.F.F. GLASS WITHIN HISTORIC EXISTING / NFRAMEEXTERIOR REFURBISHED FORGROUND LIGHT-BOX. FLOOR 7 AIL EXTERIOR DETAIL STOREFRONT PLAN DETAIL ALTERNATE CSTOREFRONT EL. [+45'-7 1/8"] PLAN T.O.F.F. DETAIL STOREFRONT EXTERIOR PLAN 1DETAIL GROUND FLOOR 7 AIL STOREFRONT EXTERIOR DETAIL STOREFRONT EXTERIOR PLANPLAN DETAIL ALTERNATE 30)C NOT USED EL. [+43'-9 1/4"] T.O.F.F. DETAIL STOREFRONT EXTERIOR PLAN DETAIL EL. [+43'-9 1/4"] A-134 31) NOT USED M-73 A-134 M-73 32) EXISTING BEAM W/ ALUMINUM CLADDING/PANEL PAINTED BLACK

P-55 P-55

'

A R C H I T E C T S

CUT, PATCH, SEAL SALVAGED STONE AS FOR CUT, PATCH, REPAIR, SEALREPAIR, SALVAGED STONE AS REQUIRED FOR GLASS. CMREQUIRED TO COORDINATE DOOR/HARDWARE LAMINATED CM TOLAMINATED COORDINATE DOOR/HARDWARE GLASS. CM TOGLASS. DOOR/HARDWARE REINSTALLATION. 37 LAMINATED 3 COORDINATE M-77 72 REINSTALLATION. REINSTALLATION. 2

LOW IRON GLASS. LOW IRON GLASS.

ALIGN W/ EXIST. ALIGN W/ EXIST. ALIGN W/ EXIST. 1 1 CONDITION EXTERIOR EXTERIOR CONDITION 1 EXTERIOR CONDITION

SIDELITE

1

EXIST. SLAB 1 RETAIL LEVEL 28) EXISTING WALL WITH NEW 7/8" STONETO VENEER (STRUCTURAL VERIFY) (STRUCTURAL VERIFY)

6 6 1 1

A-133

1/8" SEALANT ON BOTHM-77 SIDES

ALIGN W/ EXIST. ALIGN W/ EXIST. ALIGN W/ EXIST. EXTERIOR CONDITION EXTERIOR CONDITION EXTERIOR CONDITION

6"

ST'L PLATE BOLTED ST'L PLATE BOLTED 1 ST'L PLATE BOLTED TO EXIST. SLAB TO EXIST. SLAB M-88 1 SIDELITE SIDELITE ST'L PLATE BOLTED ST'L PLATE BOLTED (STRUCTURAL VERIFY) ST'L PLATE BOLTED TO EXIST. SLAB TO EXIST. SLAB M-88 1 SIDELITE SIDELITE (STRUCTURAL VERIFY) T.O.F.F.

1

EXIST. SLAB 1 27) NEW WALL1WITH (STRUCTURAL 7/8" STONE VENEER.TO (STRUCTURAL VERIFY) VERIFY)

INTERIOR NORTH ELEVATION INTERIOR NORTH ELEVATION

1/8" SEALANT 1/8" SEALANT ON BOTH SIDES ON BOTH SIDES

42

6"

G-55 1

6"

6"3"

G-55

42

30. NOT USED.

3'-4 3/4"

(V.I.F.) (V.I.F.)

1

1

26) NEW GWB 1WITH STEEL STUD PAINTED P-52

8'-4" 8'-4"

1

EXIST. STRUCTURE EXIST. STRUCTURE EXIST. STRUCTURE

TOP & BOTTOM TOP & BOTTOM TOP & BOTTOM 3" X 6" STRUCTURAL 3" X 6" STRUCTURALST'L PLATE BOLTED 3" X 6" STRUCTURAL ST'L TUBE ANCHOR ST'L BOLTEDS-28 ST'L BOLTED 29ANCHOR ST'LPLATE TUBE ANCHOR ST'LPLATE TUBE SLAB TOPEXIST. & BOTTOM TO SLAB TO TO SLAB TOPEXIST. & BOTTOM TOPEXIST. & BOTTOM (STRUCTURAL VERIFY) (STRUCTURAL VERIFY) (STRUCTURAL VERIFY) PLATE BOLTED ST'L PLATE BOLTEDST'L1/8" ST'L PLATE BOLTED SEALANT 1/8" SEALANT 1/8" SEALANT TO EXIST. SLAB TO EXIST. SLAB TO EXIST. SLAB ON BOTHVERIFY) SIDES ON BOTH SIDES ON BOTH SIDES (STRUCTURAL (STRUCTURAL VERIFY) (STRUCTURAL VERIFY)

M-77 42

3" 3"

25) ℄NEW SUSPENDED 5/8" GYPBD CEILING ON BLACK CHANNELS. EXIST. STRUCTURE PAINT/FINISH P-52. EXIST. STRUCTURE EXIST. STRUCTURE

3" 3"

24) EXISTING STONE TO REMAIN. REPAIR & POLISH AS REQUIRED.

Y

6. NEW MISCELLANEOUS HEAVY GAGE #280 BRONZE CLADDING AT 5. NEW MISCELLANEOUS STEEL POST/LINTEL FRAMEWORK ALL EXPOSED SURFACES. PAINTED/FINISHED AS REQUIRED. SEE STRUCTURAL DRAWINGS.

5'-6 3/4" (V.I.F.) 28. EXISTING WALL WITH NEW 7/8" STONE VENEER. 28. NOT EXISTING WALL WITH NEW 7/8" STONE 29.VENEER. EXISTING WALL WITH EXISTING STONE VENEER TO REMAIN. NOT USED. 30. USED.30. 31. NOT USED. REPAIR/CLEAN EXISTING STONE AS REQUIRED. 1'-8 1/2"29. EXISTING2'-9" 2'-9 3/4" 29. EXISTING WALL WITH EXISTING STONE VENEER TO REMAIN. WALL WITHRO EXISTING STONE VENEER TO REMAIN. 31. NOT USED.31. NOT USED. 36 EXISTING STONE AS USED. REQUIRED. REPAIR/CLEANREPAIR/CLEAN EXISTING STONE AS REQUIRED. 32. BRONZE 3-HOUR EGRESS DOOR WITH HIDDEN FRAME. SC 13. NEW 3/4" COLD SPRING BLACK GRANITE FLOORING WITH FLAMED 30. C280 NOT 12. NEW 1/2" LOW-IRON TEMPERED GLASS TYP. 32. C280 BRONZE 3-HOUR DOOR WITH HIDDEN FRAME. 32. C280 BRONZE 3-HOUR EGRESS DOOREGRESS WITH HIDDEN FRAME. 5'-6 3/4" (V.I.F.) 30. NOT USED.30. NOT USED. 33. DECORATIVE CABINET UNIT HEATER GRILL - BRONZE BAR DIAMOND-100 TREATMENT ON 1-1/4" SETTING BED. NOT 31. NEW NOT USED. N 29 STOCK. RO UNITCABINET 33. DECORATIVE UNIT GRILL 33. DECORATIVE HEATER GRILLHEATER - BRONZE BAR- BRONZE BAR 31. NEW NOT CABINET USED. 31. NEW NOT USED. N 32. C280 BRONZE 3-HOUR EGRESS DOOR WITH HIDDEN FRAME. 13. NEW 3/4" COLDN SPRING BLACK GRANITE FLOORING WITH FLAMED STOCK. STOCK. NOT USED 34. NEW DISPLAY/ADVERTISING WINDOW WITH HOPE'S BRONZE BEAD14. NEW SBEMCO ULTRA DRY #600 PEBBLE POLYESTER WALK-OFF 32. C280 BRONZE 3-HOUR DOOR WITH HIDDEN FRAME. 32. C280 BRONZE 3-HOUR EGRESS DOOREGRESS WITH HIDDEN FRAME. DIAMOND-100 TREATMENT ON 1-1/4" SETTING BED. FRAME. FIRE RATING AS REQUIRED. 33. NEW DECORATIVE CABINET UNIT HEATER GRILL - BRONZE BAR MAT. NOT USED NOT USED 34. NEW DISPLAY/ADVERTISING WINDOW WITH HOPE'S BEAD 34. NEW DISPLAY/ADVERTISING WINDOWBLASTED WITH HOPE'S BRONZE BEADBRONZE N 29 29 STOCK. BLASTED FRAME. FIRE RATING AS REQUIRED. BLASTED FRAME. FIRE RATING AS REQUIRED. 33. NEW CABINET DECORATIVE GRILL 33. NEW DECORATIVE UNITCABINET HEATER UNIT GRILLHEATER - BRONZE BAR- BRONZE BAR 25 N N 2'-11 3/4" 35. NOT USED. 6'-0" STOCK. STOCK. 14. NEW SBEMCO ULTRA DRY #600 PEBBLE POLYESTER 34. NEW DISPLAY/ADVERTISING WINDOW WITH HOPE'S BRONZE BEAD 35. NOT USED.35. NOT USED. MACY'S INTERIORWALK-OFF 15. SIDEWALK N.I.C. BROADWAY &TYP 34TH ST ENTRANCE BLASTED FRAME. FIRE RATING AS REQUIRED. 36. CEILING PLENUM RETURN GRILL FOR UNIT HEATER. SEE 34. NEW DISPLAY/ADVERTISING WINDOW WITH HOPE'S BEAD 34. NEW DISPLAY/ADVERTISING WINDOW WITH HOPE'S BRONZE BEADBRONZE 2MAT. N.I.C. 36. CEILING PLENUM RETURN GRILL FOR UNIT 36. CEILING PLENUM GRILL FOR UNIT SEE HEATER. SEE BLASTED FRAME. FIRE RATING ASHEATER. REQUIRED. BLASTED FRAME. FIRERETURN RATING AS REQUIRED. MECHANICAL DRAWINGS. MD 25 2 2 2'-11 3/4" MECHANICALMECHANICAL DRAWINGS. DRAWINGS. 35. NOT USED. 6'-0" 16. REFURBISH & POLISH REWIRE & RELAMP EXISTING HISTORIC 35. NOT USED.35. NOT USED. MACY'S INTERIOR 37. AIR CURTAIN SUPPLY VENT. SEE MECHANICAL DRAWINGS. 15. SIDEWALK N.I.C. BROADWAY &TYP 34TH ST 37.ENTRANCE 36. CEILING PLENUM RETURN GRILL 37. SUPPLY AIR CURTAIN VENT. SEE MECHANICAL DRAWINGS. AIR CURTAIN VENT.SUPPLY SEE MECHANICAL DRAWINGS. 38 FOR UNIT HEATER. SEE 2FIXTURE. SEE LIGHTING & ELECTRICAL DRAWINGS. N.I.C. 36. CEILING PLENUM GRILL FOR UNIT HEATER. SEE 36. CEILING PLENUM RETURN GRILLRETURN FOR38. UNIT HEATER. SEE MECHANICAL DRAWINGS. MD CONCEALED SPRINKLER 2 PAINTED TO MATCH 2HEADS CUSTOM MECHANICAL DRAWINGS. MECHANICAL DRAWINGS. 38. CONCEALED SPRINKLER HEADS CUSTOM PAINTED TO MATCH 38. CONCEALED SPRINKLER HEADS CUSTOM PAINTED TO MATCH 17 REWIRE & RELAMP EXISTING HISTORIC ADJACENT SURFACE TYP. SEE SP. DRAWINGS. P-52 16. REFURBISH & POLISH ADJACENT TYP. SEE 37. SP. AIR DRAWINGS. CURTAIN SUPPLY VENT. SEE MECHANICAL DRAWINGS. ADJACENT SURFACE TYP.SURFACE SEE SP. DRAWINGS. 01 17. NEW LIGHTING FIXTURE. SEE LIGHTING & ELECTRICAL DRAWINGS. 37. SUPPLY AIR CURTAIN VENT. SEE MECHANICAL 37. AIR CURTAIN VENT.SUPPLY SEE MECHANICAL DRAWINGS. DRAWINGS. 38 39. STONE RECOVERED/REUSED FROM BROADWAY MEZZANINE DEMO.FIXTURE. SEE LIGHTING & ELECTRICAL DRAWINGS. 39. STONE RECOVERED/REUSED FROMMEZZANINE BROADWAY MEZZANINE 38. CONCEALED SPRINKLER HEADSDEMO. CUSTOM PAINTED TO MATCH 39. STONE RECOVERED/REUSED FROM BROADWAY DEMO. A-133 CUT, PATCH, REPAIR, SEAL SALVAGED STONE AS REQUIRED FOR 3" X 6" STRUCTURAL 38.SPRINKLER CONCEALED SPRINKLER HEADS CUSTOM PAINTED TO MATCH 38. CONCEALED HEADS CUSTOM PAINTED TO MATCH 17 CUT, PATCH, SEAL SALVAGED STONE AS REQUIRED FORDRAWINGS. CUT, PATCH, REPAIR, SEALREPAIR, SALVAGED STONE AS REQUIRED FOR ADJACENT SURFACE TYP. SEE SP. P-52 3" X 6" STRUCTURAL 3" X 6" STRUCTURAL 37 REINSTALLATION. ADJACENT TYP. REINSTALLATION. SEE SP. DRAWINGS. ADJACENT SURFACE TYP. SEE SP. DRAWINGS. 218. EXISTING HISTORIC PLAQUE TO REMAIN. REPAIR & POLISH. ST'L TUBE ANCHOR 3SURFACE M-77 29ANCHOR 72 REINSTALLATION. 01 2 ST'L TUBE ANCHORS-28 ST'L TUBE 17. NEW LIGHTING FIXTURE. SEE LIGHTING & ELECTRICAL DRAWINGS.

3"

G-51 42

C

4. NOT USED. 3. NEW OPTIMUM STEEL BEAD-BLASTED STOREFRONT SYSTEM PAINTED P-56. 1/2" TEMPERED LOW-IRON GLASS TYP. 5. NEW MISCELLANEOUS STEEL POST/LINTEL FRAMEWORK

A R C H I T E C T S

10. EXISTING EXISTING GIRDER/STRUCTURE STOREFRONT/WINDOW 11. TO FRAME REMAIN.& GLASS TO REMAIN. REPAIR POLISH BRONZE FRAME AS REQUIRED. SC 12. NEW 1/2" LOW-IRON TEMPERED GLASS TYP. 11. EXISTING GIRDER/STRUCTURE TO REMAIN.

℄ NOT USED℄

3"3"

1'-5 1/2" 1'-5 1/2"

2'-4" 2'-4"

5

5

3"

5

RELAMP WITH NEW WIRING/CONNECTIONS. SEE LIGHTING & ELECTRICAL DRAWINGS. 3"

5

6 6

B.O.CEILING 23) REFURBISH EXISTING FIXTURE/SCONCE. RETROFIT & [+54'-10 7/8"] 5 & POLISH EL. G-51 5 42

28. EXISTING WALL WITH NEW 7/8" STONE VENEER. 28. EXISTING WALL WITH NEW 7/8" STONE 29.VENEER. EXISTING WALL WITH EXISTING STONE VENEER TO REMAIN. 26. NEW GYP.BD. PAINTED.

27. NEW WALL WITH 7/8" STONE VENEER. 26. NEW GYP.BD. PAINTED. 1 1 REPAIR/CLEAN EXISTING STONE AS REQUIRED. 1'-8 1/2"29. 2'-9 3/4" 2'-9" 29. EXISTING WALL WITH EXISTING STONE VENEER TO REMAIN. EXISTING WALL WITH EXISTING STONE VENEER TO REMAIN. 36 27. NEW7/8" WALL WITH 7/8" STONE VENEER. 27. NEW WALL WITH STONE VENEER. 28. EXISTING WALL WITH NEW 7/8" STONE VENEER. REPAIR/CLEAN EXISTING STONE AS REQUIRED. REPAIR/CLEAN EXISTING STONE AS REQUIRED.

3'-4 3/4"

1'-8 1/2"

13'-5" (V.I.F.) NOT USED USED 29 RO

2 2

M-77

B.O.CEILING

22) NEW AWNING AND HARDWARE WITH LIGHTING & LOUDSPEAKER EL. [+54'-10 7/8"]DRAWINGS. CONNECTIONS. SEE LIGHTING & ELECTRICAL

3'-3 3/4"

13'-5" (V.I.F.) 3'-3 3/4" RO 3'-3 3/4"

NOT USED NOT USED NOT 17) USED NEW LIGHTING FIXTURE. SEE LIGHTING & ELECTRICAL DRAWINGS.

6 6

A

2. EXISTING REVOLVING DOOR.

1/2" (V.I.F.) 14'-6 1/2"14'-6 (V.I.F.) 17'-9" (V.I.F.) 17'-9" (V.I.F.)

T.O.F.F. T.O.F.F. 13) NEW 3/4"COLD SPRING BLACK GRANITE FLOORING WITH FLAMED [+43'-9 1/4"] DIAMOND-100EL. TREATMENT 1-1/4" SETTING BED. EL. [+45'-7 ON 1/8"]

1 1

M

K E VP-56. I 1/2" N TEMPERED K E LOW-IRON N N OGLASS N TYP.

6. NEW MISCELLANEOUS HEAVY GAGE #280 BRONZE CLADDING AT 5. NEW MISCELLANEOUS STEEL POST/LINTEL FRAMEWORK ALL EXPOSED SURFACES. PAINTED/FINISHED AS REQUIRED. SEE STRUCTURAL DRAWINGS. 2

3'-2 1/2" (V.I.F.) 3'-2 1/2" (V.I.F.)

1

11) EXISTING GIRDER/STRUCTURE TO REMAIN.

SYSTEM PAINTED

5'-6 3/4"7.(V.I.F.) MAINTAIN ISOLATION/SEPARATION BETWEEN ADJACENT METALS AS 6. NEW MISCELLANEOUS HEAVY GAGE #280 BRONZE CLADDING AT REQUIRED TO PREVENT GALVANIC REACTION. SEE STRUCTURAL ALL EXPOSED SURFACES. DRAWINGS. 2 13'-5"23.(V.I.F.) 5'-6 3/4"7.(V.I.F.) 1'-8& 1/2" ELECTRICAL DRAWINGS. MAINTAIN ISOLATION/SEPARATION BETWEEN ADJACENT METALS AS 22. NEWFIXTURE/SCONCE. AWNING AND & HARDWARE LIGHTING & LOUDSPEAKER & SIGNAGE. POLISH EXISTING RETROFITWITH 23. &REFURBISH POLISH EXISTING FIXTURE/SCONCE. RETROFIT 21. NEW MACY'S 21. REFURBISH NEW MACY'S SIGNAGE. CONNECTIONS. 8. REPAIR &TOPAINT/REFINISH EXISTING HISTORIC WITH NEW WIRING/CONNECTIONS. SEE LIGHTING && ELECTRICAL DRAWINGS. RELAMP WITHRELAMP NEW WIRING/CONNECTIONS. SEE LIGHTINGSEE & LIGHTING REQUIRED PREVENT GALVANIC REACTION. SEEORNAMENTAL STRUCTURAL 24. NOT USED. ELECTRICAL DRAWINGS. ELECTRICAL DRAWINGS. 22. NEW ANDWITH HARDWARE WITH LIGHTING & LOUDSPEAKER 22. NEW AWNING AND AWNING HARDWARE LIGHTING & LOUDSPEAKER 23. REFURBISH & POLISH EXISTING FIXTURE/SCONCE. RETROFIT & FRAMEWORK. DRAWINGS. CONNECTIONS. LIGHTING &DRAWINGS. ELECTRICAL DRAWINGS. CONNECTIONS. SEE LIGHTINGSEE & ELECTRICAL RELAMP WITH NEW WIRING/CONNECTIONS. LIGHTING & 25. NEW SUSPENDED 5/8" GYPBD CEILING ONSEE BLACK CHANNELS. 24. NOT USED.24. NOT USED. 2 ELECTRICAL DRAWINGS. PAINT/FINISH. 23.&REFURBISH & POLISH EXISTING FIXTURE/SCONCE. 23. REFURBISH POLISH EXISTING FIXTURE/SCONCE. RETROFIT & RETROFIT & 2 9. CAST IRON CORNICE/ORNIMENTATION. NEW SUSPENDED 5/8" GYPBD CEILING ONSEE CHANNELS. 8. REPAINT/REFINISH REPAIR & PAINT/REFINISH EXISTING HISTORIC ORNAMENTAL 25. NEW SUSPENDED 5/8" GYPBD CEILING ONSEE BLACK CHANNELS. RELAMP WITH NEW WIRING/CONNECTIONS. LIGHTING RELAMP WITH25. NEW WIRING/CONNECTIONS. LIGHTING &BLACK 2 2 & 24. NEW NOT USED. GYP.BD. PAINTED. PAINT/FINISH. PAINT/FINISH. ELECTRICAL17 DRAWINGS. 26. ELECTRICAL DRAWINGS. 1 FRAMEWORK. 2 2 25. NEW NEW WALL SUSPENDED 5/8"STONE GYPBDVENEER. CEILING ON BLACK CHANNELS. 2 24. NEW NOT USED. 26. GYP.BD. PAINTED.27. 24. NEW NOT USED. WITH 7/8" 26. GYP.BD. PAINTED. 10. EXISTING STOREFRONT/WINDOW FRAME & GLASS TO REMAIN. 1 1 PAINT/FINISH. 2 9. REPAINT/REFINISH CAST IRONAS CORNICE/ORNIMENTATION. REPAIR POLISH BRONZE FRAME REQUIRED. 25. NEW SUSPENDED 5/8"STONE GYPBD CEILING ON BLACK CHANNELS. 25. NEW NEW WALL SUSPENDED 5/8" GYPBD CEILING ON BLACK CHANNELS. 27. NEW WALL WITHVENEER. 7/8" VENEER. 27. WITH 7/8" STONE 28. EXISTING WALL WITH NEW 2 VENEER. 2 7/8" STONE 26. NEW GYP.BD. PAINTED. PAINT/FINISH.PAINT/FINISH. 17 1 2 2

S-28

11'-1(V.I.F.) 1/2" (V.I.F.) 11'-1 1/2"

EXIST. RIFY)

20'-8 1/4" (V.I.F.)

13'-5" (V.I.F.)

9) REPAINT/REFINISH METAL CORNICE / ORNAMENTATION P-55.

2 2

XIST. RIFY)

6'-11 1/2" (V.I.F.)1'-11 1/2" 1'-11 1/2" 6'-11 1/2" (V.I.F.) (V.I.F.) (V.I.F.) 8'-11" (V.I.F.) 8'-11" (V.I.F.) RO RO

S-28

10) EXISTING STOREFRONT/WINDOW FRAME & GLASS TO REMAIN. REPAIR/REPAINT FRAME AS REQUIRED.

GROUND FLOOR RETAIL LEVEL

4. NOT USED.

17. NEW FIXTURE.HISTORIC SEE LIGHTING & ELECTRICAL DRAWINGS. 16.&REFURBISH & POLISH REWIRE &LIGHTING RELAMP EXISTING 16. REFURBISH POLISH REWIRE & RELAMP EXISTING HISTORIC LIGHTING/ELECTRICAL AS REQUIRED. FIXTURE. SEE LIGHTING &DRAWINGS. ELECTRICAL DRAWINGS. FIXTURE. LIGHTING ELECTRICAL 19. PAINTEXISTING &&REFINISH EXISTING MARQUEE & STRUCTURAL 19. PAINT SEE & REFINISH MARQUEE & STRUCTURAL SUPPORTS. SUPPORTS. 18. EXISTING HISTORIC PLAQUE TOOFREMAIN. REPAIR MARQUEE SURFACE/ROOF FOLLOWING INSTALLATION NEW REPAIR & POLISH. REPAIR MARQUEE SURFACE/ROOF FOLLOWING INSTALLATION OFEXISTING NEW SOFFIT/PANEL/ALCOVE/DOOR. 20. PAINT & REFINISH 17. NEW LIGHTING SEE LIGHTING &DRAWINGS. ELECTRICAL DRAWINGS. 17. NEW LIGHTING FIXTURE. SEE FIXTURE. LIGHTING & ELECTRICAL LIGHTING/ELECTRICAL AS REQUIRED. LIGHTING/ELECTRICAL AS REQUIRED. 19. PAINT & REFINISH EXISTING MARQUEE & STRUCTURAL SUPPORTS. 21. NEW MACY'S SIGNAGE. 18. PAINT EXISTING HISTORIC PLAQUE TOMARQUEE REMAIN. REPAIR & POLISH. FOLLOWING INSTALLATION OF NEW REPAIR SURFACE/ROOF 18. PAINT EXISTING HISTORIC PLAQUE TO REMAIN. REPAIR & POLISH. 20. & REFINISH EXISTING SOFFIT/PANEL/ALCOVE/DOOR. 20. & REFINISH EXISTING SOFFIT/PANEL/ALCOVE/DOOR. LIGHTING/ELECTRICAL AS REQUIRED. 22.&NEW AWNING HARDWARE WITH LIGHTING & LOUDSPEAKER 19. PAINTEXISTING & REFINISH EXISTING MARQUEE & AND STRUCTURAL SUPPORTS. 19. PAINT & REFINISH MARQUEE STRUCTURAL SUPPORTS. 21. NEW MACY'S SIGNAGE.CONNECTIONS. SEE LIGHTING & ELECTRICAL DRAWINGS. 21. NEW MACY'S SIGNAGE. REPAIR MARQUEE SURFACE/ROOF FOLLOWING INSTALLATION OF NEW REPAIR MARQUEE SURFACE/ROOF FOLLOWING INSTALLATION OFEXISTING NEW SOFFIT/PANEL/ALCOVE/DOOR. 20. PAINT & REFINISH LIGHTING/ELECTRICAL AS REQUIRED. LIGHTING/ELECTRICAL AS REQUIRED. 20'-8 1/4"WITH (V.I.F.) 22. NEW AND HARDWARE LIGHTING & LOUDSPEAKER 22. NEW AWNING AND AWNING HARDWARE WITH LIGHTING & LOUDSPEAKER 23. REFURBISH & SIGNAGE. POLISH EXISTING FIXTURE/SCONCE. RETROFIT & 21.& NEW MACY'S CONNECTIONS. LIGHTING ELECTRICAL DRAWINGS. CONNECTIONS. SEE LIGHTINGSEE & ELECTRICAL DRAWINGS. 20. PAINTEXISTING & REFINISH EXISTING SOFFIT/PANEL/ALCOVE/DOOR. 20. PAINT & REFINISH SOFFIT/PANEL/ALCOVE/DOOR. RELAMP WITH NEW WIRING/CONNECTIONS. SEE LIGHTING &

NOT USED NOT USED

VATION MACY'S INTERIOR 18) EXISTING HISTORIC PLAQUE TO REMAIN. REPAIR & POLISH. 29 N.I.C. 24 19) PAINT & REFINISH EXISTING MARQUEE & STRUCTURAL SUPPORTS VATION MACY'S INTERIOR 24

NOT USED

8) REPAIR & PAINT/REFINISH EXISTING HISTORIC ORNAMENTAL FRAMEWORK AS REQUIRED; P-55.

RETAIL LEVEL T.O.F.F.

P-56

HARDWARE, SIDELITES & REINFORCED JAMS. DOOR HANDLE&WITH ALT B: NEW AL. BALANCED DOORS, HARDWARE, SIDELITES CLEAR LACQUER FINISH. REINFORCED JAMS W/ ALT A: NEW STEEL BALANCED DOORS, HARDWARE, SIDELITES & K KA LEDW/NS QNU O M AEC VYREINFORCED ' SI N H E RJAMS A RN E 2. EXISTING REVOLVING DOOR. ALT B: NEW AL. BALANCED DOORS, HARDWARE, SIDELITES & REINFORCED JAMSSTEEL W/ BEAD-BLASTED STOREFRONT SYSTEM PAINTED 3. NEW OPTIMUM

5. NEW MISCELLANEOUS STEEL POST/LINTEL FRAMEWORK PAINTED/FINISHED AS REQUIRED. SEE STRUCTURAL DRAWINGS. P-56 S-2818. EXISTING HISTORIC PLAQUE TOMARQUEE REMAIN. REPAIR & POLISH. FOLLOWING INSTALLATION OF NEW4. NOT USED. REPAIR SURFACE/ROOF 18. EXISTING HISTORIC PLAQUE TO REMAIN. REPAIR & POLISH.

29

A R C H I T E C T S

15) SIDEWALK N.I.C.

1/2" (V.I.F.) 14'-6 1/2"14'-6 (V.I.F.) 17'-9" (V.I.F.) 17'-9" (V.I.F.)

29

S-28

01

A-133

5'-2 3/4"5'-2 3/4" TYP TYP

16

P-56

6" 3"

16

9'-3 3/4" (V.I.F.) 9'-3 3/4" (V.I.F.) 2'-11 1/4" 2'-11 1/4" (V.I.F.) (V.I.F.)

S-28

29

NOT USED

NOT USED NOT USED

29

NOT USED BETWEEN ADJACENT METALS AS 7) MAINTAIN ISOLATION/SEPARATION B.O.CEILING REQUIRED TO PREVENT GALVANIC REACTION. SEE STRUCTURAL EL. [+54'-10 7/8"] NOT USED DRAWINGS. NOT USED

VALUE ENGINEERING / COST SAVINGS

S-28

7'-4 3/4" (V.I.F.) 7'-4 3/4" (V.I.F.) 3'-2 1/2" 3'-2 1/2" 3'-2 1/2" (V.I.F.) 3'-2 1/2" (V.I.F.) (V.I.F.) (V.I.F.) 11'-1 1/2" (V.I.F.) 11'-1 1/2" (V.I.F.)

G-58

29

1

(V.I.F.) (V.I.F.)

6 1/4"

EL. [+54'-10 7/8"] NOT NOT ALLUSED EXPOSEDUSED SURFACES.

G-58

TYPICAL NEW KEYNOTES :

ALT A: NEW STEEL BALANCED DOORS, HARDWARE, SIDELITES &

M A C YREINFORCED E RJAMS A L#280 DW/ SBRONZE Q U AHEAVY R E GAUGE BALANCED DOORS, 1.' S NEWHDAWSON

REINFORCED JAMSSTEEL W/ BEAD-BLASTED STOREFRONT SYSTEM PAINTED 3. NEW OPTIMUM P-56. 1/2" TEMPERED LOW-IRON GLASS TYP.

11. EXISTING GIRDER/STRUCTURE REMAIN. 11. EXISTING GIRDER/STRUCTURE TO REMAIN. 15. N.I.C. SPRING BLACK GRANITE FLOORING WITH FLAMED 13. SIDEWALK NEWTO3/4" COLD 14. NEW SBEMCO ULTRA DRY #600 PEBBLEWALK-OFF POLYESTER WALK-OFF 14. NEW SBEMCO ULTRA DRY #600 PEBBLE POLYESTER DIAMOND-100 TREATMENT ON 1-1/4" SETTING BED. MAT. 12. NEW 1/2" LOW-IRON TEMPERED 12. NEW 1/2"MAT. LOW-IRON TEMPERED GLASS TYP. GLASS&TYP. 16. REFURBISH POLISH REWIRE & RELAMP EXISTING HISTORIC 2. EXISTING REVOLVING DOOR. 14. NEW SEE SBEMCO ULTRA #600 PEBBLE POLYESTER WALK-OFF FIXTURE. LIGHTING & DRY ELECTRICAL DRAWINGS. SIDEWALK N.I.C. 15. N.I.C. 13. NEW 3/4" COLD BLACK GRANITE FLOORING WITH FLAMED 13. SIDEWALK NEW 3/4"15. COLD SPRING BLACKSPRING GRANITE MAT.FLOORING WITH FLAMED TREATMENT ON 1-1/4" DIAMOND-100DIAMOND-100 TREATMENT ON 1-1/4" SETTING BED.SETTING BED. 17. NEW FIXTURE.HISTORIC SEE LIGHTING & ELECTRICAL DRAWINGS. 16.&REFURBISH & POLISH REWIRE &LIGHTING RELAMP EXISTING 16. REFURBISH POLISH REWIRE & RELAMP EXISTING HISTORIC 3. NEW OPTIMUM STEEL BEAD-BLASTED STOREFRONT 15. SIDEWALK N.I.C. FIXTURE. SEE LIGHTING &DRAWINGS. ELECTRICAL DRAWINGS. FIXTURE. LIGHTING & DRY ELECTRICAL 14. NEW SBEMCO ULTRA DRY #600 PEBBLE POLYESTER WALK-OFF 14. NEW SEE SBEMCO ULTRA #600 PEBBLE POLYESTER WALK-OFF 18. EXISTING HISTORIC PLAQUE TO REMAIN. REPAIR & POLISH. P-56. 1/2" TEMPERED LOW-IRON GLASS TYP. MAT. MAT. 16. REFURBISH POLISH REWIRE & RELAMP EXISTING HISTORIC 17. NEW LIGHTING LIGHTING &&DRAWINGS. ELECTRICAL DRAWINGS. 17. NEW LIGHTING FIXTURE. SEE FIXTURE. LIGHTINGSEE & ELECTRICAL FIXTURE. LIGHTINGEXISTING & ELECTRICAL DRAWINGS. 19. PAINT SEE & REFINISH MARQUEE & STRUCTURAL SUPPORTS. SIDEWALK N.I.C. 15. SIDEWALK15. N.I.C.

ANALYSIS & VALUE ENGINEERING

B.O.CEILING

6) NEW MISCELLANEOUS HEAVY GAGE #280 BRONZE CLADDING AT

9

K E N N O N 01 A-133 P-56

4'-6 3/4" 4'-6 3/4"

6 1/4"

9

1. NEW DAWSON #280 BRONZE HEAVY GAUGE BALANCED DOORS, HARDWARE, SIDELITES & REINFORCED JAMS. DOOR HANDLE WITH # CLEAR LACQUER FINISH.

2. EXISTING REVOLVING DOOR.

N N 1 1

14 @ 14 @ 14 @ @ 14 @ 11 @ 14 @ 14 @

$2,500 $3,000 $750 $750 $5,000 $5,000 $3,000 $3,000

$35,000 $42,000 $10,500 $10,500 $5,000 $5,000 $42,000 $42,000

14 @ $1,200 14 @ $1,200

$25,000 $25,000 $16,800 $16,800

14 @ $5,000 $70,000 14 @ $5,000 $70,000 Direct cost only $246,300 Direct cost only $246,300 General Conditions @ 10%* $24,630 General Conditions @ 10%* $24,630 Fee @ 5%* $13,546 Fee @ 5%* $13,546 Insurance @ 1.75%* $4,978 Insurance Total @ 1.75%* $4,978 cost $289,454 Total cost $289,454 * For estimate purposes only * For estimate purposes only

R R R R

Richter+Ratner T.E.A.R.™ Result: Richter+Ratner 12/07/12 A full analysis was prepared which would allow items DRAWING REVIEW PHASING / SCHEDULE 12/07/12 CREATIVITY AUTHORIZATION MEANS AND REVIEW METHODS LOGISTICS to be addressed prior to award,CREATIVITY thus minimizingAUTHORIZATION DRAWING PHASING / SCHEDULE MEANS AND METHODS LOGISTICS potential change orders and/or delays. Builders Since 1912

Builders Since 1912


TECHNICAL EVALUATION ANALYSIS RECOMMENDATIONâ„¢

44


INGENUITY

T.E.A.R.™ Review: Client desired to utilize a product manufactured overseas.

T.E.A.R.™ Result: We came up with a plan to make it modular and have it shipped across the ocean.


TECHNICAL EVALUATION ANALYSIS RECOMMENDATION™

RED BULL - LOUNGE LED MOCKUP

R R

10/16/2012

Continuous “Raceway” Depth Custom to meet Architectural Requirement Dimension of Gap per Architect

Custom GRG Unit with Tapered Edge for Troweling Acoustic Insulation

Note: All Rough Wiring Installed with Open Ceiling Grid + “Coils” at Hanging Fixtures

5/8” Sheetrock Raceway Width TBD

5/8” Sheetrock Per R+R Mockup - Suggestions: 1. Use Custom GRG Unit for housing 2. Use 2 layers of sheetrock to create a “trough” (in lieu of raceway) 3. Trowel on finish to achieve crisp reveal detail

Ceiling Track Continuous Slot

46


EVOLUTION - CONCEPT TO EXECUTION

T.E.A.R.™ Review: Take a concept and make it reality with a challenge of reveals being used in compound curve ceiling with over 800 LED lights.

T.E.A.R.™ Result: Perform mutiple mock-up and studies until the most cost-effective and feasible approach was achieved.


TECHNICAL EVALUATION ANALYSIS RECOMMENDATIONâ„¢

48


VALUE ENGINEERING

T.E.A.R.™ Review: Being tasked to bring the budget of an element of a project down from $3MM to $1.5MM while maintaining design intent.

T.E.A.R.™ Result: Alternate materials and methods were proposed that achieved the goal while maintaining design intent.


TECHNICAL EVALUATION ANALYSIS RECOMMENDATIONâ„¢

50


PROCESS

T.E.A.R.™ Review: Provide alternate means of raising a roof deck.

T.E.A.R.™ Result: Multiple approaches were presented to the design team for approval. A modified approach was agreed upon & utilized.


TECHNICAL EVALUATION ANALYSIS RECOMMENDATIONâ„¢

52


VALUE ENGINEERING

BRO

R+R Alternate Mullion Detail

BRO

OO SCR

OO SCR

STUD

STUD

BRO

T.E.A.R.™ Review: Required to find over 10% savings from a $30MM budget without sacrificing Design.

OO SCR

STUD

T.E.A.R.™ Result: This was just one element of the Value Engineering exercise that helped achieve the overall savings.


TECHNICAL EVALUATION ANALYSIS RECOMMENDATIONâ„¢

54


LOGISTICS

T.E.A.R.™ Review: Study of how to install building cantilevered over edge of existing

T.E.A.R.™ Result: Determined that the use of a cantilevered work platform and scaffolding will allow for the best access and safety.


HARVARD CLUB LOGISTICS

TECHNICAL EVALUATION ANALYSIS RECOMMENDATIONâ„¢

HARVARD CLUB LOGISTICS

56


PHASING

T.E.A.R.™ Review: Logistical and Phasing study for a rooftop addition over an occupied building.

HARVARD CLUB LOGISTICS

T.E.A.R.™ Result: It was determined to alternate roof slabs installation to allow for a 2-story safety zone for steel erection.


TECHNICAL EVALUATION ANALYSIS RECOMMENDATIONâ„¢

H1

C8

C7 C6

H1

H8

H9

Beam installed above roof (will conflict with curb)

H10

A5

A6

A7

B3

H3

C5 I6 C3

GH1 H3

=

=

I2

11I

GH1

DC1

Confirm above roof

G11

G11

E Red Text

D11

11F

G6

G6 D0

G1

G1

G2

G3

G4

G5

D3

Beams above roof may conflict with existing piping (Typ.)

D2

D1

Assume same as adjacent

STUDY FOR THE ERECTI OF A NEW STRUCTURE OVER OCCUPIED BUILDI

11/21 SURVEY BY GBC OF EXISTING PIPES BURIED IN CINDER FILL

58


FEASIBILITY (ROOFTOP ADDITION) LEGEND C8

C7

=

C6

H8

H9

Beam installed above roof (will conflict with curb)

H10

A5

A6

A7

Existing structure to remain

= Column Up

B3

= Column on existing column (Others up from new beam) I6

I7

I8 C3

= Existing structure to be removed.

H6 H4

H5

?

DC1

= Occupied tenants on the 11th floor

= New slab opening on existing 12th floor

E

= Existing slab opening on existing 12th floor = New beams above roof

Red Text

Confirm above roof

= Need input from consultant = Approximate area of shed

Need info

11F

D0

G2

G3

G4

G5

F1

F2

Beams above roof may conflict with existing piping (Typ.)

F3

E3

E2

E7

D5

D4

D3

D2

D1

Assume same as adjacent

STUDY FOR THE ERECTION OF A NEW STRUCTURE OVER OCCUPIED BUILDING APPROXIMATE AREA OF SHED

T.E.A.R.™ Review: Provide alternate means of erecting a structure on an existing building.

T.E.A.R.™ Result: Multiple approaches were presented to the design team for approval. A modified approach was agreed upon & utilized.


METAL REVEALS

TECHNICAL EVALUATION ANALYSIS RECOMMENDATION™

SHEETROCK

PLASTER BY HAND

FOAM REVEALS

FOAM Convex/Concave Corner and Cove

Original Original Intent: Intent: Plaster Plaster

M ② MEANS

Issue: Double compound curves can’t work with typical reveals. FOAM

UP

Mock-up prepared by R+R for Quality Control and Foam w/Skimcoat

Change to GFRG

FOAM Convex/Co Corner and

On-Site Mock-up 9/25/11

60


$412,570 $398,174 All Plaster included $ 8,500 included included included included included included included included included included included included included included included included included included included included included included included $ 80,000 included included included included included included included included included included included included included included

$537,100

$ 398,000

$419,540

included included included included included included included included included included included included included included included included included included included included

included included included included $ 165,000 included included included included included included included $ 64,500 included included included included included included included

included included included included included included included included 50,000 included included included 72,500 included included included included included included included

537,100

$ 462,500

VALUE ENGINEERING

orners

c all required framing (Womb)

et accessories, cabinets, stairs sky light and 3 windows it ssories $ $

412,570

$

486,674

(148,750) withdrew

$

withdrew

GFRG

09-250 - DRYWALL & CEILINGS

$

542,040 (300,140)

Included Included Included Included

Included Included Included Included

gs MOCKUP S& METHODS Multiple attempts out of plaster per original intent. 263,820 withdrew

$

$ (229,500) $

Included Included Included Included

$

$

$

Mock-up Frame/Sheet rock walls 1st floor ceilings cellar ceilings Moldings and Reveals: -Vertical 6" and 2" -Reveals at walls -Reveals at Ceilings -Reveals at Soffits and Fascias, Bullnose corners -6" Cove Base and Ceiling -Bullnose corners -Taper Reveals to floor from walls Curved Plaster walls at bottom of stair inc all required framing (Womb) Level 5 Finish Light Pockets Soffit , boxes & mini domes Blocking for railings, wall fixtures, tops, toilet accessories, cabinets, stairs Build out soffit to create blackout shade for sky light and 3 windows 24 x 24 access door for HW heater & AC unit Install doors frames, hardware & toilet accessories

$412,570 $398,174 All Plaster included $ 8,500 included included included included included included included included included included included included included included included included included included included included included included included $ 80,000 included included included included included included included included included included included included included included

$ 230,000

METAL REVEALS

MB:

SHEETROCK

PLASTER BY HAND

oncave d Cove

DELETE MOLDINGS AND "WOMB" Delete alll moldings (Furnish) Delete alll moldings (Install) Include al straight reveals in walls and ceilings Keep Light Troughs as FRG

FOAM REVEALS

$ $ $ $ $ $

10,000 5,000 27,500 $ 412,570 $ 486,674 17,000 $8,000 (148,750) withdrew Included Included 17,500 Included

Included $ 85,000 $

263,820 withdrew

Total Adds

$

$537,100

BIDDER 4 $ 398,000

BIDDER 5 $419,540

included included included included included included included included included included included included included included included included included included included included

included included included included $ 165,000 included included included included included included included $ 64,500 included included included included included included included

included included included included included included included included 50,000 included included included 72,500 included included included included included included included

537,100

withdrew

$ 462,500

$

$

$

542,040

$ (229,500) $

(300,140)

Included Included Included Included

Included Included Included Included

$

233,000

$

241,900

$ 230,000

Awarded Contract

ADD BACK FOR MOLDINGS AND WOMB: Foam Moldings (Furnish) Contingency for Re-make Moldings (Install) 3D model/ Ribs at Womb Foam at Womb Plaster at Womb

Exploring Foam

BIDDER 1 $ BIDDER 2241,900 BIDDER 3 233,000

$ 315,000 $ 147,500 32%

$ $ $ $ $ $

10,000 5,000 27,500 17,000 8,000 17,500

$ 85,000

Total

$ 315,000

Savings from Bid

$ 147,500 32%

Savings from Specified to Final Installation.

T.E.A.R.™ Review: Take a concept and make it reality with a challenge of reveals being used in compound curves, where the proposed material was cost-prohibitive.

Finished Product.

T.E.A.R.™ Result: Perform mutiple mock-ups and studies until the most cost-effective and feasible approach was achieved.


TECHNICAL EVALUATION ANALYSIS RECOMMENDATIONâ„¢

62


CREATIVITY (PANELIZATION)

T.E.A.R.™ Review: Studies to achieve optimal approach for installation of compound curve elliptical walls.

T.E.A.R.™ Result: Explore the idea of panelization with wood modeled and fabricated on a CNC machine.


TECHNICAL EVALUATION ANALYSIS RECOMMENDATIONâ„¢

64


VALUE ENGINEERING

T.E.A.R.™ Review: Study of a proposed method of structure for a new cultural building on piles.

T.E.A.R.™ Result: Propose Cast-In-Place Concrete in lieu of steel and eliminate double slab.


RICHTER +RATNER

45 WEST 36TH STREET, 12TH FL NEW YORK, NY 10018 212.936.4500 RICHTERRATNER.COM

Richter+Ratner T.E.A.R.™ Review  
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