Portfolio - 2019 by Timur Sayfulin

Portfolio of Works Timur Sayfulin The City College of New York, Bernard & Anne Spizter School of Architecture

DESIGN STUDIOS

MISCELANEOUS

Spring 2017 - Advanced Option Studio Critic - J. Khamsi Red Hook Aquatic Center & Housing pg. 4-9

2012 - 2016 Photography Samples

Spring 2016 - Advanced Option Studio Critic - C. Juacaba Fair by the Beach pg. 10-13

Architecture pg. 40-41

Spring 2015 - Comprehensive Design Studio Critic - A. Hocek Simultaneity pg. 14-17 Spring 2015 - Construction Technology 3 Critic - A.A. Akseli Sustainable Cabin pg. 34-37

March Architects pg. 38-39

Citylife pg. 42-43 WORK SAMPLES 2017 - 2018 Domingo Gonzalez Associates Assorted Drawings

Fall 2014 - Studio Critic - C. Volkmann Harlem Housing pg. 18-21 Spring 2014 - Studio Critic - A. Hayes 42nd St. - Human Parkway pg. 22-25 Spring 2013 - Studio Critic - S. Wines Weather Station pg. 26-27 Precedent Study - Schrรถder House pg. 28-29 2

Red Hook Aquatic Center & Housing The goal for this studio project was investigation of 3 tighly woven elements: future flood/sea level rise mitigation, understanding of aquatic center typology and realities of construction in one of the most expensive real estate markets in the world. Currently the site is home to now defunct factory complex, the choise was made to preserve the historical buildings and integrate aquatic facilities, while bringing the highly sought after coastal residencies. In order to resist future flood events all of the new construction is elevated 10â&#x20AC;&#x2122; above 4 mean sea level, including the interior spaces.

Above: Site Plan, showing relatinship between different building typologies in this mixed use neighborhood. Right Concept diagram sequence showing project development: - 1960â&#x20AC;&#x2122;s era warehouse to be demolished, providing access to the shore. - The shore is brought in to empasize relationship between the ocean and the aquatic facilities. - Housing is introduced in place of demolished warehouse, the base is inspired by nearby building typologies. - The building height is maximized per Zoning guidelines in order to satisfy the program requirements. - To create interest in the building, the rectangulat glass box is broken up and tilted. The tilt was inspired by. cranes, which used to line the piers. Now the tilt allows for ubostructed views of the harbor and the city beyond. 5

Left: Ground floor plan Typical apartment level plan Center above: Rendering above showing the relationship between pool and the ocean. At the level of the swimmer, the pool can be perceived as extending into the ocean. Center below: Interior of the aquatic facilities, featuring different pools for various water activities, shallow pools for kids and families, deep indoor pool for swimming and diving and tempered pools (not shown) for relaxation Right: Aerial view of the site during 3 differnt water level conditions: - Mean sea level as of year 2017 - Water level at +4â&#x20AC;&#x2122; above mean sea level - Water level at +10â&#x20AC;&#x2122; above mean sea level

Model Photos

Fair by the Beach

Adjustable temporary space to satisfy the commercial and recreational spatial needs of the Brighton Beach residents and visitors. The space is achieved by extending the boardwalk over the existing parking lot. The spaces can be enclosed completely or be freely open, with minimal structure to obscure the view. 10

Site Plan of the Intervention

Glass

100 Lbs Max size ~ 10’ x 10’

ETFE Cushion

1 Lb Max Size ~ 15’ x 200’ Dynamic Responce to environment - Pressure, light and layer management

Detailed Corner Section

Nighttime Rendering of the Intervention

Model Photos

Simultaneity

In collaboration with J. Burgos

The site on the Audubon Terrace required us to address the issue of the accessability, both to the building and the rest of the historic site. Being part of the brick competition it was necessary to have masonry construction. Taking cues from early civil infrastructures, we used masonry continiously, erasing boundaries between walls and ceiling/floor.While addressing the site topography and limited area, we used multiple levels at different axis to maximize available area, those connections allowed for similtaneous experience, that is different depending on the viewersâ&#x20AC;&#x2122; location.

VAULT (VD-3) CONCRETE STRUCTURE ENCLOSED W/ BRICK TILE & INSULATED FROM THE EXTERIOR TYP.

VAULT (VB-1) CONCRETE STRUCTURE ENCLOSED W/ BRICK TILE & INSULATED FROM THE EXTERIOR TYP . ROOF DRAIN WITHIN CAST ON SITE CONCRETE BEAM

CONCRETE CAST OVER CMU TO ACCEPT VAULT CONSTRUCTION

TYP. BRICKS AND BRICK TILES TO BE PRODUCED BY SOLE MANUFACTURER UNDER SIMILAR PROCESSES TO ACHIEVE SAME LOOK IN BRICK AND BRICK TILES

STAINLESS STEEL OPENING FINISH TYP.

5 8"

TEMPERED GLASS RAILING TYP.

RAISED FLOOR TYP.

1' FLAT SLAB FLOOR STRUCTURE

1" BRICK ARCH CEILING FRAMED W/ STEEL I-BEAM STRUCTURE

2" RIGID INSULATION (XPS) BITUMINOUS WATERPROOFING APPLIED ON CMU EXTERIOR 8" x 8" x 16" CMU GROUTED AND REINFORCED STRUCTURE INTERIOR STANDARD MODULAR BRICK FINISH IN RUNNING BOND PATTERN

4" STEEL ANGLES FRAME OPENING

UNDERFLOOR LED LIGHTING 1 41" WHITE MARBLE FLOOR HONED FINISH IN 24"x24" TILES STAGGERED 1 4"

THINSET TO ACCEPT MARBLE TILE

STAINLESS STEEL OPENING FINISH TYP.

RADIANT HEAT PIPES EMBEDDED IN 2 21" MORTAR 2 LAYER 34" PLYWOOD SUBFLOOR W/ MEMBRANE 6" 16 GAUGE BLOCKING 6" 16 GAUGE STEEL STUD RAISED FLOOR FRAMING 18" TALL 6" 16 GAUGE JACK STUD

Building detailed section

RAISED FLOOR TYP.

1' FLAT SLAB FLOOR STRUCTURE

CONCRETE FOOTING 4' DEEP MIN.

CONCRETE FOOTING 4' DEEP MIN

VD3

VA4

VC4

VB1

VA-4 BEYOND

T.O.V. VA4 12' 0"

5'-10"

BRICK TILE FINISH T.O.V. VB1

6'-1"

5' 0"

PLAZA LVL.

14'-4"

0' 0"

8'-3"

EXHIB. FFE

22'-4"

3'-4"

6'-10"

42'-7"

-8' 0"

LIB. FFE

EXISTING SCHIST BEDROCK

12'-2"

-23' 0"

156TH STREET

VE4

1'-6"

VF2

18'-0"

1'-6"

21'-3"

11'-3"

12'-2"

1'-6"

15'-3"

50'-0"

Elevation of the proposed building at 156th Street

EXISTING CHURCH

VA4

VB1 BEYOND

VC4 BEYOND

T.O.V. VA4 12' 0"

T.O.V. VB1 7' 0"

PLAZA LVL. 9'-6"

0' 0"

EL. -8'-0"

EL. -12'-0"

EXHIB. FFE

8'-8"

3'-9"

-8' 0"

5'-0"

41'-3"

4'-0"

16'-5"

6'-0"

EL. -23'-0"

LIB. FFE

7'-3"

-23' 0"

156TH STREET 11"

-29' 6"

REFER TO PLAN FOR DIMENSION

Main Interior Space Rendering

13'-2"

1'-6"

24'-4"

156th Street Rendering

9'-1"

12'-1"

14'-0"

North South Building Section

Construction Technology 3 - Sustainable Cabin In collaboration with F. Ali

Using our knowledge of construction methods, we we tasked with constructing a sustainable cabin in one of the provided climate zones. Throughout the semester we we adding layers of comprehension with the new information we learned, such as Sefaira analysis, light and sound calculations. Each time we had to adjust the model to make the whole project better. Therefore this was a good project to learn Revit, which allowed for maximum flexibility. 20

N 330

10 °

June 21

20 ° 30 ° 40 ° 300

50 °

60 °

September / March 21

70 ° 80 °

December 21

240

120

150

210

Linking Neighborhood

Existing site conditions at the southern intersection of Convent Avenue and 128th Street prevent direct connection of two streets. The form of the intervention signifies transition; side adjacent to existing townhouses is of similar scale and utilizes familiar materials seen elswhere in the neighborhood, while the opposite end of the building is much larger and of different materials. 22

Circulation Circulationspace space Balconies Balconies

Studio Apartment

1 2A

A 2 3A

C Scale 1/8” = 1’ 3

Circulation space Balconies

Studio Apartment

Duplex 2 Bedroom Apartment

Duplex 2 bedroom Apartment

Site Plan

1 2C

A 2 3C

Scale 1/8” = 1’ 3

Circulation space Balconies

Studio Apartment

Bedroom Level

3/4” = 1’

A 2

g walls

C Scale 1/8” = 1’

g and drainage.

um board, painted d ” wood above rough flooring.

on mud slab

Public to Private space ratio

Project intents

East Elevation

South Elevation

Interior Yard Rendering

Street Level Rendering

The interior side of the building is designed for the private residents, the yard is raised and the materials are more domestic. To better control the interior environment, the windows have operable shades, that residents can control when they wish to.

All apartments are accesible using the balcony, glazed nature of those walkways reduce the sound that come from the busy street below. Perforated brick wall on the southern end connects with existing masonry townhouses, yet remains unique to the building

Weather Station

Following a research aimed at understanding the Novoya Zemlya Effect phenomenon, I concluded that it takes place in the atmosphere of the polar regions and causes visual distortions due to presense of air of differenttemperatures in the atmosphere. To recreate the effect of visual distortion, I decided to use water of different temperatures enclosed with clear glass.Extensive sun study was conducted to harness all of the available light on the site. Performance area provides seating for visitors to enjoy the refracted views of the city, deeper, in the pool area visitors can enjoy the play of refractions and reflections in close proximity. 26

Sketch of Novoya Zemlya Effect taking place in the atmosphere.

Precedent Study - Shroder House

In collaboration with J. Begum

In this project we closely studied Rietveld - Schröder House, built in 1924 in Utrecht, Netherlands. For the first part of the study, we focused on reproduction of drawings. The challenge was the conversion between Metric and Imperial systems of measurement. For the second part of the study we focused on the model of the house, because of the miniature size of the house we chose to make our model at 1/2” = 1’ scale. On the second floor, the walls were made movable, just like in the actual house.The house was a reaction towards the old way of thinking, it is devoid of ornamentation, which is replaced by color. The many balconies and large windows express the desire for connection to the outside. Moving walls representfunctionality and rationality of new architecture. 28

ALL DRAWINGS ILLUSTRATED HERE WERE DONE BY ME UNDER GUIDANCE OF SENIOR ASSOCIATES. THEY ARE USED FOR ILLUSTRATIVE PURPOSES ONLY AND ARE PROPERTY OF DGA THE DRAWINGS MAY NOT BE COPIED IN PART OR IN FULL WITHOUT WRITTEN PERMISSION.

Sheet

NOTES:

1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12.

REFER TO DRAWINGS ON E0701, E0110 AND E0112 FOR INFORMATION REGARDING CONDUIT RUNS, WIRING AND ELECTRICAL ELEMENTS. SEE ES0305 AND ES0306 FOR POWER AND COMMUNICATION ROUTING DETAILS. UNLESS OTHERWISE NOTED, ALL EXPOSED SURFACES SHALL RECEIVE A PRIMER COAT PLUS A MINIMUM OF 4MIL EXTERIOR GRADE SATIN POLYESTER POWDER COAT ENAMEL PAINT FINISH (CUSTOM RAL COLOR WILL BE SELECTED BY THE ENGINEER) PROVIDE 277 VOLT POWER WIRING AND 0-10 VOLT CONTROL WIRING TO DIMMING DRIVER VIA SEPARATE GALVANIZED CONDUITS TO PREVENT ELECTROMAGNETIC INTERFERENCE WITH THE CONTROL SIGNAL. ALL WELDS SHALL BE CONTINUOUS, FILLED, AND GROUND SMOOTH PRIOR TO PAINTING. PROVIDE EXTERIOR/NEMA 4X RATED WEATHERPROOF JUNCTION BOX PER FIXTURE RUN. ALL BOLTED CONNECTIONS SHALL BE 3G RATED. VERIFY SUITABILITY OF ALL ILLUSTRATED CONNECTIONS. PROVIDE ALL LIGHTING EQUIPMENT, NECESSARY SUPPORT, AND OTHER HARDWARE REQUIRED FOR SAFE AND PROPER MOUNTING. FIXTURE SHALL BE UL LISTED FOR WET LOCATION (MIN IP66 RATED). FIXTURE SHALL HAVE MARINE GRADE DIE-CAST ALUMINIUM ALLOY CORROSION PROTECTED HARDWARE. ALL HARDWARE SHALL BE STAINLESS STEEL. FIXTURE SHALL BE ASYMMETIC DISTRIBUTION

TYPICAL DETAIL SHEETS PREPARED FOR THE STATE COMMISIONED PROJECT. DRAWINGS AND SHEET LAYOUTS FOLLOW THE PA STANDARDS.

985 738 2-1/2" x 1-1/4" CONT. STL. C-CHANNEL BETWEEN FINS SHOP WELDED TO STRUCTURAL BEAM

492 246

CONTINUOUS CUSTOM WALL BRACKET, PAINTED TO MATCH FIXTURE

STAINLESS STEEL THROUGH BOLT EXTERIOR RATED WEATHERPROOF POWER/DATA CONDUIT, PAINTED TO MATCH STRUCTURE, TYPICAL REFER TO ELECTRICAL DRAWINGS FOR POWER AND COMMUNICATION CONDUIT ROUTING/RUNS

SURFACE MOUNTED EXTERIOR / NEMA 4X RATED WEATHERPROOF, CAST ALUMINUM, GASKETED JUNCTION BOX, PAINTED TO MATCH STRUCTURE

IP 67 RATED GROMMET BEYOND BIRD PREVENTION WIRING

FOR LIST OF APPROVED MANUFACTURERS AND COMPLETE LAMP / DRIVER SPECIFICATION SEE E0706 AND SECTION 265000

N.J. Pr

Certific

10" ASYMMETRIC UPLIGHT COMPONENT, SEE PLAN E0708/D1 FOR LOCATION

SEE ES0305 AND ES0306 FOR POWER AND COMMUNICATION ROUTING DETAILS

SWITCH LEG 1: UPLIGHT ASYMMETRIC REFLECTOR PAINTED "HIGH REFLECTIVE WHITE". 5"

SWITCH LEG 2: DOWNLIGHT

EXTERIOR RATED, WEATHERPROOF POWER/DATA CONDUIT, PAINTED TO MATCH STRUCTURE, TYPICAL

IP 66 RATED EXTRUDED ALUMINIUM HOUSING WITH EXTERIOR RATED 4MIL SEMI-GLOSS POLYESTER POWDERCOAT FINISH (CUSTOM RAL COLOR WILL BE SELECTED BY THE ENGINEER)

IP 67 RATED GROMMET

CONTINUOUS RUBBER GASKET BIRD PROTECTION WIRING

ALIGN

FROSTED POLYCARBONATE DIFFUSER

1-5/16"

FIXTURE TYPE C1: CONTINUOUS SURFACE MOUNTED NOM. 5'-0", 3500°K, IP66, ASYMMETRICAL LINEAR LED DOWNLIGHT/UPLIGHT LUMINAIRE PROVIDE WITH 2 CIRCUITS (SWITCH LEGS)

FIXTURE TYPE C1: CONTINUOUS SURFACE MOUNTED NOM. 5'-0", 3500K, IP66, ASYMMETRICAL LINEAR LED DOWNLIGHT/UPLIGHT LUMINAIRE PROVIDE WITH 2 CIRCUITS (SWITCH LEGS)

SHEET-METAL COVER 1/8" ALUMINIUM, FINISH SHALL MATCH HOUSING

No.

ENG

STRUCTURE BEAM, (SEE ARCH. CONTRACT DWGS.)

DV-C1 END CONDITION SCALE:

DV-C1 DETAIL PLAN SCALE:

NE LIB INT AIR

ELEC

Title TERM B R

SURFACE MOUNTED EXTERIOR / NEMA 4X RATED WEATHERPROOF, CAST ALUMINUM, GASKETED JUNCTION BOX, PAINTED TO MATCH STRUCTURE FINISH COLOR

FIXTURE TYPE C1: CONTINUOUS SURFACE MOUNTED NOM. 5'-0", 3500°K, IP66. ASYMMETRICAL LINEAR LED DOWNLIGHT/UPLIGHT LUMINAIRE PROVIDE WITH 2 CIRCUITS (SWITCH LEGS)

MOUNTING BRACKET, SEE DETAIL E0708/D2

STRUCTURE BEAM, (SEE ARCH. CONTRACT DWGS.)

COLUMN (SEE ARCH. CONTRACT DWGS.)

This draw herein are All recipie prospectiv document disposal o contained document ensure tha during, or Contract D Chief Proc It is a viola the directi bearing th affix to the and the da

FIXTURE TYPE C1 STRUCTURE BEAM, SEE ARCH. CONTRACT DWGS. BIRD PROTECTION WIRING,TYP. SURFACE MOUNTED EXTERIOR/NEMA 4X RATED WEATHERPROOF JUNCTION BOX, PAINTED TO MATCH STRUCTURE

Desig Draw Chec

EXTERIOR RATED WEATHERPROOF POWER/DATA CONDUIT, PAINTED TO MATCH STRUCTURE, TYPICAL

DV-C1 HOV CANOPY VIGNETTE SCALE:

Date

Cont Num

DV-C1 DETAIL PLAN SCALE:

0 0.25'

0.75'

1.5'

Draw Num

Sheet

REFER TO ELECTRICAL DRAWINGS FOR POWER AND COMMUNICATION CONDUIT ROUTING/RUNS EXTERIOR RATED WEATHERPROOF POWER / DATA CONDUIT PAINTED TO MATCH STRUCTURE SURFACE MOUNTED EXTERIOR / NEMA X4 RATED WEATHERPROOF, CAST ALUMINUM, GASKETED JUNCTION BOX PAINTED TO MATCH STRUCTURE

DEWBERRY ENGINEERS INC.

STEEL FIN ABOVE FIXTURE, SEE ARCH. CONTRACT DWGS. FIXTURE TYPE C1: PROVIDE WITH 2 CIRCUITS (SWITCH LEGS) REFER TO MANUFACTURER'S INSTALLATION DOCUMENTS FOR THROUGH WIRING INSTRUCTIONS SHAHIDUL JOARDER

BIRD PREVENTION WIRING SUPPORT POST BIRD PREVENTION WIRING

N.J. Professional Engineer #

24GE04861900

Certificate of Authorization #

24GA28047600

10" ASYMMETRIC UPLIGHT COMPONENT AT CENTER OF EACH C1/C1A FIXTURE (SWITCH LEG 1)

PA - WIDE REVIEW 03/15/2018

CONTINUOUS CUSTOM WALL BRACKET SEE DWG. E0707-D2 1-1/2" x 1-1/4" CONT. STL. C-CHANNEL SHOP WELDED TO STRUCTURE BEAM SEE DWG. E0707-D2 ALIGN

No. Date Revision

Approved

ENGINEERING DEPARTMENT NOTES:

1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12.

NEWARK LIBERTY INTERNATIONAL AIRPORT ELECTRICAL

Title TERMINAL A REDEVELOPMENT PROGRAM BRIDGES N61, N62, N63, AT-GRADE ROADWAYS AND APPURTENANCES

LIGHTING FIXTURES DETAIL -4-

STRUCTURE BEAM, SEE ARCH. CONTRACT DWGS.

FIXTURE TYPE C1: NOM. 5'-0", 3500Â°K , IP66 CONTINUOUS ASYMETRICAL LINEAR DOWNLIGHT/UPLIGHT MOUNTED TO STRUCTURE BEAM COLUMN, SEE ARCH. CONTRACT DWGS.

This drawing subject to conditions in contract. All inventions, ideas, designs and methods herein are reserved to Port Authority and may not be used without its written consent. All recipients of Contract documents, including bidders and those who do not bid and their prospective subcontractors and suppliers who may receive all or a part of the Contact documents or copies thereof, shall make every effort to ensure the secure and appropriate disposal of the contract documents to prevent further disclosure of the information contained in the documents. Secure and appropriate disposal includes methods of document destruction such as shredding or arrangements with refuse handlers that ensure that third persons will not have access to the documents' contents either before, during, or after disposal. Documents may also be returned for disposal purposes to the Contract Desk: 2 Montgomery Street - 1st Floor, Jersey City, NJ 07302 or the office of the Chief Procurement Officer, 4 World Trade Center, 21st Floor, New York, NY 10007. It is a violation of law for any person to alter a document in any way, unless acting under the direction of a licensed professional engineer or registered architect. If this document bearing the seal of an engineer/architect is altered, the altering engineer/architect shall affix to the document their seal and the notation "altered by" followed by their signature and the date of such alteration, and a specific description of the alteration.

DV-C1 3D

C1 - DIRECT/INDIRECT LUMINAIRE C1a - INDIRECT ONLY LUMINAIRE C1/C1a

Date

D. Gonzalez T. Sayfulin S. Lin 03/15/2018

Contract Number

EWR-154.395

Drawing Number

E0711 PID# E1600500

FIXTURE TYPE G1c: KINDORF/SURFACE MOUNTED 4000°K DAMP RATED LED DOWNLIGHT LUMINAIRE

FIXTURE TYPE G1a: KINDORF/SURFACE MOUNTED DAMP RATED 4000°K LED DOWNLIGHT LUMINAIRE

ALL ILLUSTRATIONS OF CONDUIT. BOLTS, AND OTHER NON-LIGHTING ELEMENTS ARE MADE FOR INFORMATION PURPOSES ONLY.

ALL CONDUITS AND CIRCUITING OF RELATED ELECTRICAL ELEMENTS SHALL BE SPECIFIED BY THE ELECTRICAL ENGINEER (SEE ELECTRICAL DWGS.)

UNLESS OTHERWISE NOTED, ALL EXPOSED SURFACES TO RECEIVE A PRIMER COAT PLUS A MINIMUM OF 4mil EXTERIOR GRADE SATIN POLYESTER POWDER COAT ENAMEL PAINT FINISH (CUSTOM RAL COLOR PER ARCHITECT'S CHIP).

PROVIDE 120/277 VOLT POWER WIRING AND 0-10 VOLT CONTROL WIRING TO DIMMING DRIVER VIA SEPARATE GALVANIZED CONDUITS TO PREVENT E.M.F. INTERFERENCE WITH CONTROL SIGNAL.

CONTRACTOR TO PROVIDE EXTERIOR/NEMA 4X RATED WEATHERPROOF JUNCTION BOX PER FIXTURE RUN/LOCATION.

ALL BOLTED CONNECTIONS TO BE 3G RATED. CONTRACTOR TO VERIFY SUITABILITY OF ALL ILLUSTRATED CONNECTIONS.

CONTRACTOR TO PROVIDE ALL LIGHTING EQUIPMENT, NECESSARY SUPPORT ANS OTHER HARDWARE REQUIRED FOR SAFE AND PROPER MOUNTING.

G1, G1c VIGNETTE SCALE : 1/4"= 1'-0"

STRUCTURAL BEAM, SEE STRUCTURAL DWGS.

KINDORF STRUCTURAL BEAM CLAMP

3/4" GALVANIZED STEEL RIGID CONDUIT CONNECTING TO J-BOX

KINDORF STRUCTURAL STEEL CLAMP STRUCTURAL BEAM FLANGE, SEE STRUCTURAL DWGS.

1-1/2"x1-1/2" KINDORF SECTION

3/8" HANGER ROD

POWER AND CONTROL WIRING CONNECTING TO J-BOX 1-1/2"x1-1/2" KINDORF WIREWAY 277V POWER & 0-10V CLASS I THNN WIRING. SEE E.E. DWGS.

THREADED CONDUIT CONNECTOR 3/4" RIGID GALVANIZED STEEL CONDUIT

3/4" PIPE STEM

FIXTURE TYPE G1: KINDORF/SURFACE MOUNTED DAMP RATED 4000°K LED DOWNLIGHT LUMINAIRE

FIXTURE TYPE G1a, G1b: KINDORF/SURFACE MOUNTED DAMP RATED 4000°K LED DIRECT/INDIRECT LUMINAIRE

FIXTURE TYPE G1a, G1b: KINDORF/SURFACE MOUNTED DAMP RATED VARIOUS HEIGHTS 4000°K LED DIRECT/INDIRECT LUMINAIRE

CLEAR TRANSLUCENT REFLECTOR NOM. 30" DIA.

THREADED END FITTING

1-1/2"x1-1/2" KINDORF WIREWAY 277V POWER & 0-10V CLASS I THNN WIRING. SEE E.E. DWGS.

HANG STRAIGHT SWIVEL CONNECTOR (KINDORF G1032)

G1a, G1b MOUNTING DETAIL SECTION

SCALE : 3"= 1'-0"

G1a, G1b MOUNTING DETAIL ELEVATION SCALE : 3"= 1'-0"

28'-2" A.F.F.

G1 MOUNTING DETAIL SCALE : 3"= 1'-0"

POWER AND CONTROL WIRING CONNECTING TO J-BOX 10-13/16"

1-1/2"x1-1/2" KINDORF WIREWAY 277V POWER & 0-10V CLASS I THNN WIRING. SEE E.E. DWGS.

TYPICAL DETAIL SHEETS PREPARED FOR THE PROJECT COMMISIONED BY THE CITY OF NEW YORK. IN CONTRAST WITH STATE PROJECTS, NOTE THE USE OF MANUFACTURER’S SPEC SHEETS. THIS IS A TYPICAL REPRESENTATION OF WHAT LIGHTING DETAIL SHEETS ARE

FIXTURE TYPE G1c: KINDORF/SURFACE MOUNTED DAMP RATED 4000°K LED DOWNLIGHT LUMINAIRE CLEAR TRANSLUCENT REFLECTOR NOM. 30" DIA.

5 Structural/Civil/Geotechnical Engineers

WSP

New York City Department of Sanitation Bureau of Engineering / Special Projects 44 Beaver Street New York, NY 10004

Brooklyn Community District 3 Garage

One Penn Plaza New York, NY 10019 Mechanical/Electrical/Plumbing Engineers

Goldman Copeland Associates

229 West 36th Street #7 New York, NY 10018

ted - 5/24/2018 3:47:34 PM

ccess or receipt, the User acknowledges, covenants and agrees that the documents, provided by Dattner Architects D.P.C., including but not limited to plans and specifications, in any media (the "Documents"), are copyrighted instruments of professional service. The User agrees that the Documents may not be used for any other project or for any use not expressly authorized in writing by Dattner Architects. The User further agrees that Dattner Architects shall have no responsibility or liability in connection with the unauthorized use, reuse, change or modification of the Documents in any manner by the User or any other party accessing the Documents. No representation is made by Dattner Architects the accuracy or scale of the Documents or that they reflect actual conditions. Use of the Documents is at the sole risk of the User or any other party accessing the Documents. The User and any other party accessing the Documents shall, to the fullest extent permitted by law, defend, indemnify and hold harmless Dattner Architects, its principals, consultants, agents and/or employees from and against any and all claims, liabilities, damages, losses, judgments, costs and expenses, including attorney's fees and related expenses, that may be incurred by Dattner Architects, its principals, consultants, agents and/or employees as a result of any and all unauthorized changes to or use of the Documents, ding but not limited to any alteration to, modification of, deviation from, use as Shop Drawings, or additions to the Documents. Under no circumstances shall the transfer of the Documents and/or other instruments of service on or by electronic media be deemed a sale by Dattner Architects and Dattner Architects makes no warranties, either express or implied, as to their merchantability and fitness for any particular purpose.

NOTES:

G1 : 524W, 66604 LUMENS @ 28'-2" A.F.F.; NO UPLIGHT G1a: 215W, 28000 LUMENS @ VARIOUS HEIGHTS; W/ UPLIGHT G1b: 524W, 66604 LUMENS @ 23'-0" A.F.F.; W/ UPLIGHT G1c: 524W, 66604 LUMENS @ CEILING SLAB; NO UPLIGHT

G1/G1a/G1b/G1c

G1c MOUNTING DETAIL SCALE : 3"= 1'-0"

Landscape Architects

MKW+ Associates, LLC

Issue:

100% Construction Documents

ISSUE FOR BID

Sheet Name:

39 Park Avenue Rutherford, New Jersey 07070

Lighting Fixture Details 1

Lighting Designer

Domingo Gonzalez Associates 25 Park Place New York, NY 10004

Drawn By

Date

July 30, 2018

Project No.

559 Park Avenue, Brooklyn, NY 11205

1536 Seal

Checked By

Scale

AS NOTED

Sheet No.:

STRUCTURAL BEAM, SEE STRUCTURAL DWGS.

KINDORF STRUCTURAL STEEL CLAMP

1-1/2"x1-1/2" KINDORF SECTION

1-1/2"x1-1/2" KINDORF SECTION 3/8" HANGER ROD

3/8" HANGER ROD

1-1/2"x1-1/2" KINDORF WIREWAY 277V POWER & 0-10V CLASS I THNN WIRING. SEE E.E. DWGS.

3/4" GALVANIZED STEEL RIGID CONDUIT CONNECTING TO J-BOX

17'-0" A.F.F

1-1/2"x1-1/2" KINDORF WIREWAY 277V POWER & 0-10V CLASS I THNN WIRING. SEE E.E. DWGS.

FIXTURE TYPE G2: KINDORF/SURFACE MOUNTED WET RATED 4000°K LED LENSED DOWNLIGHT LUMINAIRE

NOTES: 1. 2.

4. B

G2 MOUNTING ELEVATION DETAIL

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

ALL ILLUSTRATIONS OF CONDUIT. BOLTS, AND OTHER NON-LIGHTING ELEMENTS ARE MADE FOR INFORMATION PURPOSES ONLY. ALL CONDUITS AND CIRCUITING OF RELATED ELECTRICAL ELEMENTS SHALL BE SPECIFIED BY THE ELECTRICAL ENGINEER (SEE ELECTRICAL DWGS.) UNLESS OTHERWISE NOTED, ALL EXPOSED SURFACES TO RECEIVE A PRIMER COAT PLUS A MINIMUM OF 4mil EXTERIOR GRADE SATIN POLYESTER POWDER COAT ENAMEL PAINT FINISH (CUSTOM RAL COLOR PER ARCHITECT'S CHIP). PROVIDE 120/277 VOLT POWER WIRING AND 0-10 VOLT CONTROL WIRING TO DIMMING DRIVER VIA SEPARATE GALVANIZED CONDUITS TO PREVENT E.M.F. INTERFERENCE WITH CONTROL SIGNAL.

CONTRACTOR TO PROVIDE EXTERIOR/NEMA 4X RATED WEATHERPROOF JUNCTION BOX PER FIXTURE RUN/LOCATION.

ALL BOLTED CONNECTIONS TO BE 3G RATED. CONTRACTOR TO VERIFY SUITABILITY OF ALL ILLUSTRATED CONNECTIONS.

CONTRACTOR TO PROVIDE ALL LIGHTING EQUIPMENT, NECESSARY SUPPORT AND OTHER HARDWARE REQUIRED FOR SAFE AND PROPER MOUNTING.

G2 MOUNTING SECTION DETAIL SCALE : 1-1/2"= 1'-0"

APPROVED EXPANSION BOLT BY OTHERS CEILING SLAB, SEE STRUCTURAL DWGS.

CEILING SLAB, SEE STRUCTURAL DWGS.

POWER AND CONTROL WIRING CONNECTING TO J-BOX

1-1/2"X1-1/2" KINDORF WIREWAY 277V POWER & 0-10V CLASS I THNN WIRING. SEE E.E. DWGS.

1-1/2"X1-1/2" KINDORF WIREWAY 277V POWER & 0-10V CLASS I THNN WIRING. SEE E.E. DWGS. FIXTURE TYPE G2a: KINDORF/SURFACE MOUNTED WET RATED 4000°K LED LENSED DOWNLIGHT LUMINAIRE

FIXTURE TYPE G2a: KINDORF/SURFACE MOUNTED WET RATED 4000°K LED LENSED DOWNLIGHT LUMINAIRE

G2a MOUNTING ELEVATION DETAIL

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

G2 : PENDANT KINDORF MTD. @ 17'-0" A.F.F. G2a: SURFACE KINDORF MTD. @ CEILING SLAB

G2/G2a

G2a MOUNTING SECTION DETAIL SCALE : 1-1/2"= 1'-0"

NOTES:

ALL ILLUSTRATIONS OF CONDUIT. BOLTS, AND OTHER NON-LIGHTING ELEMENTS ARE MADE FOR INFORMATION PURPOSES ONLY.

ALL CONDUITS AND CIRCUITING OF RELATED ELECTRICAL ELEMENTS SHALL BE SPECIFIED BY THE ELECTRICAL ENGINEER (SEE ELECTRICAL DWGS.)

UNLESS OTHERWISE NOTED, ALL EXPOSED SURFACES TO RECEIVE A PRIMER COAT PLUS A MINIMUM OF 4mil EXTERIOR GRADE SATIN POLYESTER POWDER COAT ENAMEL PAINT FINISH (CUSTOM RAL COLOR PER ARCHITECT'S CHIP).

PROVIDE 120/277 VOLT POWER WIRING AND 0-10 VOLT CONTROL WIRING TO DIMMING DRIVER VIA SEPARATE GALVANIZED CONDUITS TO PREVENT E.M.F. INTERFERENCE WITH CONTROL SIGNAL.

CONTRACTOR TO PROVIDE EXTERIOR/NEMA 4X RATED WEATHERPROOF JUNCTION BOX PER FIXTURE LOCATION.

ALL BOLTED CONNECTIONS TO BE 3G RATED. CONTRACTOR TO VERIFY SUITABILITY OF ALL ILLUSTRATED CONNECTIONS.

CONTRACTOR TO PROVIDE ALL LIGHTING EQUIPMENT, NECESSARY SUPPORT AND OTHER HARDWARE REQUIRED FOR SAFE AND PROPER MOUNTING.

FIXTURE TYPE G3: CEILING/SURFACE MOUNTED WET RATED 3500°K LED DOWNLGHT

EXTERIOR RATED RIGID CONDUIT

WEATHER PROOF/ NEMA 4X RATEDEXTERIOR GRADE CAST ALUMINUM GASKETED, CEILING MOUNTED J-BOX

FIXTURE TYPE G3: CEILING/SURFACE MOUNTED WET RATED 3500°K LED LUMINAIRE

5 Structural/Civil/Geotechnical Engineers

WSP

New York City Department of Sanitation ted - 5/24/2018 3:47:34 PM

Bureau of Engineering / Special Projects 44 Beaver Street New York, NY 10004

Brooklyn Community District 3 Garage

One Penn Plaza New York, NY 10019 Mechanical/Electrical/Plumbing Engineers

Goldman Copeland Associates

229 West 36th Street #7 New York, NY 10018

G3 MOUNTING DETAIL

SCALE : 6"= 1'-0"

Landscape Architects

MKW+ Associates, LLC

Issue:

100% Construction Documents

ISSUE FOR BID

G3 VIGNETTE SCALE : 1/2"= 1'-0" Sheet Name:

39 Park Avenue Rutherford, New Jersey 07070

Lighting Fixture Details 3

Lighting Designer

Domingo Gonzalez Associates 25 Park Place New York, NY 10004

Drawn By

Date

July 30, 2018

Project No.

559 Park Avenue, Brooklyn, NY 11205

1536 Seal

Checked By

Scale

AS NOTED

Sheet No.:

14.5

P2 11.5

13.8

11.2

13.5

15.8

17.4

18.4

11.8

14.7

17.5

19.5

20.7

21.2

12.1

15.2

18.6

21.1

22.7

23.5

14.5

19.3

P3b

P16

10.7

P16

20.9

20.4

23.4

22.5

P16

22.3

24.2

25.2

25.3

23.3

25.4

26.6

26.8

20.3

24.1

26.2

27.4

20.9

24.5

26.8

16.4

21.1

24.5

16.7

20.4

23.8

19.0

P16

20.0

P3b 27.4

27.4

27.2

27.5

20.1

20.5

27.9

28.2

P2 20.0

18.7

17.9

28.3

26.9

18.6

13.4

P3b

17.6

17.9

18.7

19.6

20.2

20.8

21.3

20.8

19.7

17.4

13.8

17.0

19.6

20.8

21.3

21.7

22.1

22.0

21.5

20.4

17.9

21.4

21.7

22.1

22.3

22.2

21.7

20.6

18.4

P3b

57.4

58.0

58.4

57.3

14.8

19.2

21.1

21.5

22.0

22.2

22.1

21.7

20.5

18.2

16.3

19.7

20.8

21.4

21.8

21.6

21.1

20.0

17.9

18.0

20.2

20.7

21.4

21.6

21.5

21.2

20.6

19.6

17.6

19.4

20.2

20.8

21.3

21.4

21.2

20.8

20.2

19.2

17.1

24.8

21.7

26.8

28.1

28.2

26.9

24.6

22.1

15.7

10.8

11.0

12.5

17.5

23.6

25.0

25.6

25.4

25.1

24.9

25.0

23.9

20.7

26.3

27.7

27.8

26.6

24.9

23.1

21.1

19.9

20.3

22.0

25.8

30.0

30.2

29.7

29.1

28.8

28.5

28.7

28.9

29.5

29.9

P16

57.0

26.9

Lobby / Waiting Area 100-L

16.0

57.0

28.0

P16

18.4

57.7

28.0

15.3

19.5

58.0

21.3

10.7

19.9

54.2

24.8

P3b

19.8

37.0

26.8

24.3

19.0

26.2

27.6

19.0

17.6

19.4

16.6

14.4

15.7

13.4

21.4

14.3

13.5

20.748.3 23.1 25.6 27.7 29.6 32.7 37.1 43.2 51.4 63.2 81.3 114.7 234.9 68.4 67.0 84.3 173.4 21.048.4 23.2 25.5 27.6 29.3 32.0 36.1 41.2 48.2 56.9 68.5 79.7 65.8 170.8 72.1 21.248.1 23.5 25.6 27.3 28.9 31.5 34.6 39.4 45.0 51.5 58.4 78.8 69.8 170.5 72.0 21.248.2 23.6 25.9 27.5 28.6 30.9 34.2 38.2 42.7 47.8 54.2 86.8 78.4 171.4 72.6 21.048.7 23.4 25.9 27.9 29.1 30.8 33.5 37.0 41.3 47.0 55.8 89.3 82.2 173.1 74.3 20.849.2 23.1 25.6 27.7 29.2 31.6 33.8 36.8 41.2 47.5 56.9 92.1 85.3 175.6 74.8 20.849.4 23.1 25.2 27.3 29.1 32.1 35.9 39.0 42.6 48.9 58.6 101.0 91.8 177.8 76.7 112.2 20.747.3 22.8 25.0 27.0 29.2 32.0 36.5 41.9 47.9 52.6 56.8 102.0 181.5 81.5 79.6 63.6 20.4 22.4 24.5 26.7 29.2 32.7 37.4 43.4 52.0 63.2 70.7 186.1 73.1 116.7 52.4 19.7 21.7 23.9 26.2 28.9 32.5 37.5 44.3 54.0 68.1 89.1 265.1 124.3 39.2 18.1 19.9 21.6 23.6 26.2 29.5 33.8 40.3 49.6 63.0 84.1 42.0 30.7 15.3

24.3

20.9

16.2

P3b

27.8

26.0

18.8

17.1

21.5

17.1

P16

17.5

23.8

20.6

16.2

17.2

19.4

40.2

P3b 17.0

20.4

23.0

P16

24.5

20.9

16.0

P3b

23.0

30.7

46.7

57.6

58.2

56.7

55.5

55.1

55.4

56.3

57.1

53.2

23.6

33.5

51.8

55.9

54.4

52.1

50.7

50.2

50.5

51.4

52.5

41.9

54.9

62.4

40.4

52.2

31.8

30.3

45.4

64.4

63.4

60.6

58.3

56.8

56.5

57.4

58.5

58.9

44.4

18.5

26.7

35.5

33.0

33.3

31.7

30.2

31.7

29.7

31.9

31.2

30.8

23.3

20.4

12.6 15.8

P3b

12.3

17.6

19.9

20.2

20.7

21.1

21.2

21.0

20.7

20.0

19.1

17.1

16.1

18.3

19.5

19.7

20.0

20.4

20.8

20.9

20.8

20.5

19.9

18.9

16.7

27.2

22.3

20.4

19.6

19.1

19.4

19.9

20.1

20.3

20.2

20.1

19.6

18.6

16.5

19.2

18.3

18.1

18.3

18.6

18.9

19.1

19.2

19.0

18.5

17.4

15.3

16.1

15.8

15.9

16.2

16.4

16.5

16.8

16.5

16.0

14.9

13.1

P16

13.2

16.7

19.9

22.9

25.2

26.5

26.7

25.8

24.3

22.5

20.9

20.5

21.0

22.3

23.9

24.2

23.7

23.2

22.9

22.8

22.9

23.0

23.3

23.6

23.8

22.7

20.7

12.6

15.8

19.2

22.1

24.0

25.1

25.0

24.1

22.5

19.6

17.9

17.7

17.6

17.2

16.7

16.1

15.8

15.7

15.8

16.0

16.3

16.5

16.2

16.9

19.7

P1622.3

23.3

23.2

21.3

12.0

12.6

12.9

12.8

12.6

12.7

12.3

11.3

19.4

19.7

20.2

P16

P3b

17498 - NYPD 116TH LOBBY Date:9/18/2018 Filename: Q:\17498\Calcs\Interior\Lobby_OptF.AGI Luminaire Schedule Label Description P16 Prudential_35K_Low Output P2 Lumenwerx_V5PERD-HLO-LED-80-500-35-4FT P2b Lumenwerx_V5PERD-HLO-LED-80-500-35-2FT P2c Lumenwerx_V5PERD-HLO-LED-80-500-35-3FT P3b USAI_BevelLED2.1-35K MOD to 24W P18 ECO_70x70 WW_12W_LED_35K P18_1 ECO_70x70 WW_12W_LED_35K_MOD to 6in P18b ECO_15x15 GRZR_12W_LED_35K P18b_1 ECO_15x15 GRZR_12W_LED_35K_MOD to 6in

CALCULATIONS ARE THE BACKBONE OF LIGHTING. THE RESULTS DETERMINE WHETHER THE LIGHTING APPROACH FOLLOWS THE CODE (LPW) AND MATCHES THE ILLUMINANCE CRITERIA BY CALCULATING LIGHT LEVELS AND UNIFORMITY.

Calculation Summary Label Lightwell_Wall Lobby Floor_Planar Reception desk_Top Lightwell_Wall LPD Area Summary Label Lobby Floor Reception Desk

Avg 55.55 23.70 36.36 55.55

Area 1321 564.44

Max 265.1 58.4 64.4 265.1

Total Watts 1509.76 1883.36

Min 18.1 10.7 10.7 18.1

LPD 1.143 3.337

Filename P23-FLSH-LED35-LO-MBW-D1.ies v5perd-hlo-led-80-500-35-4ft.ies v5perd-hlo-led-80-500-35-4ft.ies v5perd-hlo-led-80-500-35-4ft.ies 3021-B1-S-10-LRTD4-9024-C3-35KS-90-MOD.i L50-I-12-12-35-80-MULT-70x70.ies L50-I-12-12-35-80-MULT-70x70.ies L50-I-12-12-35-80-MULT-15x15.ies L50-I-12-12-35-80-MULT-15x15.ies

Avg/Min 3.07 2.21 3.40 3.07

Max/Min 14.65 5.46 6.02 14.65

LPD Units Watts/Sq.Ft. Watts/Sq.Ft.

Project Criteria - Normal -Vestibule/Entry Lobby/Reception Ambient: 10-15 fc avg. maint; 6:1 avg.:min.;0.9 Watts/Sq.Ft. -Reception Desk: 20-50 fc avg. maint; 4:1 avg.:min.; 0.98 Watts/Sq.Ft.

*Code Basis: ASHRAE 2013

Lum. Lumens 1703 2000 2000 2000 1487 959 959 896 896

LLF 0.765 0.765 0.382 0.574 0.765 0.765 0.383 0.383 0.383

Qty 11 13 2 1 20 140 3 66 3

P3b

N 0.9 0.9 0.8

1.2

1.2 1.8

1.5 2.1

1.7 2.4

2.0

1.3

1.6

1.5

1.4

1.2

1.1

1.0

1.1

1.2

1.3

1.5

1.6

1.7

1.6

1.5

1.4

1.1

0.8

0.4

1.5

1.9

2.1

1.9

1.8

1.5

1.4

1.3

1.5

1.7

1.9

2.0

2.2

2.3

2.4

2.3

2.2

2.0

1.6

1.0

0.5

2.0

2.6

2.7

2.7 2.0

2.3

2.5

2.4

2.5

2.2

2.1

2.0

1.9

1.4

0.7

1.1

1.6

1.5

1.0

1.2

1.3

1.1

0.4

1.1

1.2

1.3

1.4

1.5

1.6

0.9

0.7

0.1

1.6

1.5

1.7

1.3

0.9

1.4

1.1

0.7

0.3

1.2

1.3

1.4

0.9

1.0

0.8

0.6

0.1

1.3

2.1

1.2

1.1

1.4

1.0

1.1

0.6

0.9

1.0

1.2

1.4

1.5

1.7

0.9

0.7

0.2

1.7

1.4

1.7

1.3

1.6

1.2

0.8

1.1

1.4

1.2

1.6

0.9

1.0

0.2

1.3

1.2

1.4

1.3

1.5

1.2

1.4

1.5

1.6

1.5

1.1

1.4

1.1

1.5

0.6

1.5

1.3

1.5

1.2

1.4

1.1

1.2

1.1

1.7

1.2

1.3

1.6

0.6

1. 6

2. 1

1. 6

1. 2

1. 4

1. 3

1. 0

1. 4

1. 3

1.0

1.1

1.0

1. 6

1. 9

1. 6

1. 1

0. 9

0. 6

1. 0

1. 1

0. 9

1.5

1.6

1.8

1.0

0.4

1. 4

1. 2

1. 4

1. 2

1. 5

1. 3

0. 6

1. 1

0. 9

1.5

1.3

1.7

0.7

0.4

1. 2

1. 1

1. 3

1. 2

1. 5

1. 2

0. 6

1. 2

1. 0

0. 9

1.7

1.3

1.8

0.6

0.4

1. 7

1. 4

1. 6

1. 1

1. 3

1. 1

0. 5

1. 1

1. 2

1. 4

1.2

2.1

1.2

1.0

1.4

0.9

1.8

0.8

1.5

1.2

1.5

1.0

1.1

1.3

1.0

0.9

0.8

1.0

1.1 1.2

1.4

3.3

2.3

1.0

0.8

2.8

2.1

1.6

0.5

3.0

1.8

1.6

0.5

2.1

1.8

1.5

1.2

1.8

1.9

1.0

2.1

1.9

0.7

1.2

1.3

1.9

1.1

1.0

1.8

1.2

0.9

1.0

1.7

0.7

1.5

0.8

1.9

3.0

0.8

1.2

1.0

0.9

1.2

0.8

0.9

1.7

1.1

1.0

1.6

1.3

0.8

1.5

1.0

0.7

1.3

1.0

0.8

1.7

1.1

0.9

1.6

1.3

0.7

1.4

0.9

0.7

1.3

0.9

0.8

1.6

1.0

0.8

1.4

1.2

0.5

1.1

0.7

1.1

1.6

1.1

1.4

1.3

1.0

1.2

1.3

1.1

1.7

1.2

1.5

1.3

1.5

1.3

1.2

1.3

1.5

0.9

1.5

1.7

0.6

1.4

1.5

1.6

1.5

1.6

1.4

1.3

1.4

1.6

1.5

1.3

1.2

1.0

1.1

1.2

1.0

1.2

1.0

1.2

1.0

1.1

0.1

0.8

1.1

1.3

1.5

1.4

0.9

1.0

1.5 1.5

1.7 1.8

1.6

1.3

1.2

1.3

1.2

1.3

0.7

1.0

1.6

1.3

0.7

1.3

0.9

1.0

1.6

1.4

0.9

1.6

1.3

0.8

1.7

1.2

0.9

1.6

1.1

0.8

1.3

1.0

0.8

1.3

0.9

0.8

1.5

1.1

0.8

1.5

0.9

1.0

1.6

1.4

1.0

1.6

1.3

0.8

1.7

1.1

0.9

1.6

1.1

0.7

1.3

1.0

0.8

1.2

0.9

0.7

1.4

1.0

0.8

1.4

0.9

0.8

1.5

1.3

0.9

1.5

1.2

0.7

1.5

0.9

0.7

1.4

0.9

Project Criteria Local Roadway: 1-1.2fc avg. maint. 10:1 avg.:min. Ped. Walkway: 0.5-1fc avg. maint. 10:1 avg.:min. Parking: 1-1.5fc avg. maint. 6:1 avg.:min. Plazas: 0.5-1fc avg. maint. 4:1 avg.:min. Proposed CCT: 3000°K Proposed CRI: 80 min.

LIGHTING CALCULATIONS ARE ALSO USED AS PRESENTATION MATERIAL. HERE I’M SHOWING THE PSEUDOCOLOR RENDERING OF THE SITE LIGHTING WITH CALCULATION POINT RESULTS. IT SHOWS WHERE THE LIGHTING IS ACHIEVING THE CRITERIA AND HOW UNIFORM IT IS.