Ali Elhaddad Professional Portfolio by Ali Elhaddad

ALI ELHADDAD PROFESSIONAL PORTFOLIO State UNIVERSITY AT BUFFALO alielhad@buffalo.edu

Table Of Contents

Construction Technologies Instructor: Annette LeCuyer Spring 2015

6 5

1 4

4,2“x10” wood beams w1/2“x9 1/2” steel plate 2”x10” laminated veneer lumber framing @16 O.C 1“plywood sheating Flashing 6” batt insulation underlayment metal roofing slip sheet

Menefee Cabin Clark & Menefee Architects Charlottesville, Virginia Arch 442

Ali Elhaddad Joshua Erni Liyao Chen Asuka Fujita

1’

2’

8’

4’

Terra-morph Instructor : Christopher Romano Spring 2017

Micro-Living

Instructor: Harry Warren SENIOR FALL 2015

SPACE AWAY Instructor: MIGUEL GUITART JUNIOR SPRING 2015

Northland Workforce Training Center Watts Architectural & Engineering June 2016- Present

Niagara Street Redevelopment Watts Architectural & Engineering June 2017- Present

NORTHLAND E B E LT L I N BO A NEIGH

T F OPPOR RHOOD O

UNITIES

WESTERN

NEW YORK

WORKFORCE CENTER TRAINING

T.A. Dan Fiore

1. Footing (perimeter Wall) 42”x12” continuouse site cast concrete strip-forms 3 #5 Rienforcment top/bottom long direction #4 @24“ o.c top/bottom

Construction Technologies Ali Elhaddad

2. Footing Inner Wall 16”x12“ site site cast concrete 3-#5 reinforcement top/bottom

Annette LeCuyer Arc 442

3. Fireplace Footing

University at Buffalo

72”x12“ thick site cast Concrete 3-#5 reinforcement bottom only

4. Floor Construction Slab on Grade Crushed stone Rigid Board Insulation 1” mesh rienforcement Vapor barrier Cast-in-place concrete 4”

5. Wall Construction Below Grade 16“x16”x8“ CMU inner wythe solid fill 48”o.c Reinforcement: Vertical - #6 @ 24” O.C. (Exterior Face) #6 @ 48” O.C. (Interior Face) Horizontal - 8” O.C. (WWF) Sheet membrane (water-proofing) 2“ rigid insulation

6. Ground Floor Cast-in-place Concrete 8“ Thick (Floor 2) #5 @16” O.C Bottom only Cast in place Conctret slab #5 @16” O.C Top Bottom #5 @8“ O.C Top/Bottom Wood I-joists - 2”x10” 16“ 0.C. (Floor 1) Wood Framing - 2”x10” Gang-Lam Girder - 4@2”x10” 6“ Batt insulation 2”x6“ Toungue and Groove wood Flooring

7. Wall Construction Above grade Concrete masonry unit 8” (outer wythe) Bituminous Dampproofing (vapor barrier) Rigid Board Insulation 2” Concrete masonry unit 4” (outer wythe) Reinforcement: Vertical - #5 @ 48” O.C. cavity ties 16“ O.C

6 5

8. Loft Floor W 12”x14” steel Beam 3“x10”wood Framing @ 16” o.c 2”x6“ Toungue and Groove wood Flooring

1 4

9. Roof 4,2“x10” wood beams w1/2“x9 1/2” steel plate 2”x10” laminated veneer lumber framing @16 O.C 1“plywood sheating Flashing 6” batt insulation underlayment metal roofing slip sheet

Menefee Cabin Clark & Menefee Architects Charlottesville, Virginia Arch 442

Ali Elhaddad Joshua Erni Liyao Chen Asuka Fujita

1’

2’

4’

8’

T.A. Dan Fiore

1. FOUNDATION 10MM VIS- QUEEN VAPOR BARRIER BENTONITE PAPER MOISURE BARIER WRAPPED AROUND GRADE BEAM @SIDES AND BOTTOM OF FORM 4”’ @PVC SLEEVES- 1 PER EACH SIDE OD EACH GRADE BEAM BAY TYPE

3’X3’X2’ 6“ PILE CAP BEYOND 14” PILE

2. BASEMENT SLAB FLOOR ASSEMBLY 7 WATER STOP AT COLD JOINT 6-1/2“ STRUCTURAL CONCRETE SLAB ON GRADE 3’X3’X2’-6” PILE CAP AND 14 “ PILES PER STRUCTURAL WIDTH

2’ R-10 RIGID INSULATION @PERIMETER PERIMETER, APOR RETARDER SHEETING ON GRANULAR FILL PREPARED SUBGRADE

3. CONCRETE FRAME 14” DIAMETER CAST IN PLACE CONCRETE COLOMNS ON 20X20 GRID

4. LOWER LEVEL CEILING METAL FRAMING 1-1/2” CHANNEL 4’-0” O.C. MAX 3/4 METTAL FURRING CHANNELS 24” O.C. MAX 5/8” GWB CEILING HANGER SPACING 4’-0” O.C. MAX METAL FURRING CLIP

5. GROUND LEVEL SLAB FLOOR ASSMBLY 5 18 “ MIN SOIL MIX

OVERLAYMENT BOTTOM

6” R21 RIGID INSULATION DRAINAGE COMPOSITE ROOT BARRIER HOT RUBBERIZED APSPHALTIC MEMBRANE 6-1/2“ STRUCTURAL CONCRETE SLAB

6. MAIN LEVEL FLOOR STEEL BEAM W 24X 68 3” METAL DECKING HOT RUBBERIZED ASPHALTIC MEMBRANE WITH FABRIC REINFORCING

DRAINAGE COMPOSITE 4“ CONCRETE TOPPING SLAB

7. FIRST FLOOR EXTERIOR WALL METAL SIDING BREATHABLE WALL MEMBRANE 5/8” R-3.8 MIN INSULATION SHEATHING 1/2” EXTERIOR GRADE PLYWOOD 6” METAL STUDS (8” BRACED FRAME LOCATIONS) R-13 INSULATION -5/8”GWB W/ VAPOR RETARDENT PVA PRIMER

8. MAIN LEVEL CEILING METAL FRAMING 1-1/2” CHANNEL 4’-0” O.C. MAX 3/4 METAL FURRING CHANNELS 24” O.C. MAX 5/8” GWB CEILING HANGER SPACING 4’-0” O.C. MAX METAL FURRING CLIP UPPER LEVEL FLOOR W16X 36 3“COMPOSITE METAL DECKING 2-1/2” CONCRETE SLAB CARPET

9. SECOND LEVEL FLOOR STEEL BEAM W 24X 68 3” METAL DECKING HOT RUBBERIZED ASPHALTIC MEMBRANE WITH FABRIC

REINFORCING

DRAINAGE COMPOSITE 4“ CONCRETE TOPPING SLAB

10. SECOND FLOOR EXTERIOR WALL 6” METAL STUDS @16” O.C. 5/8” R-3.8 MIN INSULATION SHEATHING R-13 INSULATION BREATHABLE WALL MEMBRANE VERTICLE 1” Z CHANNEL METAL SIDING 5/8” GWB W/ VAPOR RETARDENT PVA PRIMAR

11. ROOF 5

SLOPED STEEL BEAM W 10 X 15 1-1/2“ CORRUGATED METAL DECK VAPOR BARRIER 5-1/2” R-21 RIGID INSULATION 1/4“ OVERLAYMENT BOARD SINGLE- PLY P.V.C MEMBRANE

12. INTERIOR WALLS

CONNIBEAR SHELLHOUSE SCALE: 1/2 = 1’- 0”

ALI ELHADDAD JOSHUA ERNI ASUKA FUJITA KRISTOPHER MACKOWSKI

5’

15’

35’

5/8” GWB 3 5/8” METAL STUDS @ 16” ).C. W/ 3” BATT INSULATION 5/8 GWB

little, or no overspray.

exterior and interior layers

FG 7

Terra-morph

FG 19

Migmatite

plastics and rock. A mixture of natural and Migmatites:A Mixture of Igneous and Metamorphic Rocks. could potentially form a marker horizon Metamorphism transforms pre-existing rocks into distinctly new rocks (metamorThis new material tangibly changes the phic) as the result of high temperatures and high pressures. Metamorphic rocks, k cobbled together from plastic, volcanic when raised to temperatures and pressures at or near their melting point, form a s begun forming on the shores of Hawaii. migmatite— a rock that has almost melted and characteristically produces a fanKamilo Beach in Hawaii tastic display of mixed igneous and metamorphic rocks. A migmatite, intermediate bbs between metamorphic and igneous rocks, is a mixed rock in which at least one part d a geologist Patricia Corcoran is igneous. High temperatures cause partial melting with segregation of granitic melt bands that form swirled banding. This banding reveals that the light colored minerals have undergone melting and flow while the dark colored minerals have not yet reached their melting point and have been contorted by flow. If a rock undergoes extensive metamorphism and light and dark minerals have been segregated, it is gneiss.

Group Project Ali Elhaddad Lemma Al-Ghanem Quincy Koczka Peter Urban Russell Roberts

Figures 22-24: Examples of migmatite rock FG 10

Sedimentary rocks Instructor:Christopher Romano State University at Buffalo

FG 12

Migmatite Rock

Plastiglomerate

FG 22

MORAN at the University of Michigan. Rocks that are formed by the deposition of material at the Earth’s surface and within nmental concern through its focused atbodies of water. Sedimentation is the collective name for processes that cause minecture: tectonics, material process, form, eral and/or organic particles (detritus) to settle and accumulate or minerals to preble components like household objects, cipitate from a solution. Particles that form a sedimentary rock by accumulating are her with sand and stone, making each called sediment. Before being deposited, sediment was formed by weathering and ological forces behind its making. They erosion in a source area, and then transported to the place of deposition by water, glomerate as a material and designed a wind, ice, mass movement or glaciers material. STRATIFICATION refers to the way sediment layers are stacked over each other. Cross bedding: when the layers are almost neatly stacked together. g and size of plastic aggreagates CROSS-BEDDING is a feature that occurs at various scales, and is observed in conglomerates and sandstones. It reflects the transport of gravel and sand by currents that flow over the sediment surface (e.g. in a river channel).

In 1000 years, enough plastic will have found its way into the earth’s crust that its condition supersedes that of a landfills, waste management engineering, and isolated pockets of discarded bottles and refuse. By this time, these unnatural materials will begin to not only aggregate and fuse to one another, but the preexisting makeup of the earth’s crust itself. At some point along this passage of time, waste and earth become irrevocably bonded in such a way that one is no longer able to discern where earth begins and plastic stops. The action through which this takes place is no different that the continual thermal and pressure related processed that churn and produce new metamorphic rock from below the earth’s surface. Being subject to these foreign and mutable forces, plastic and earth bond in such a way to produce a new material that encompasses bizarre and grotesque qualities of a seemingly otherworldly nature. Thermo-plast is the summation of these ever present and supermassive forces that the Anthropocene age has deposited onto the rock record of our earth. Heat, plastics, and stone mix and morph, distorting the landscape on a scale that far outweighs the impact of any one person, town, city, or country. This irreversible process has overtaken the entirety of the known landscape, where even areas previously untouched by these careless and toxic actions have yielded the discovery of thermos-plast deposits. Figure 25: Example of sedimentary rock Figure 26: Example of Stratification of sedimentary rock Figure 27: Example of Cross-Bedding of sedimentary rock FG 13

FG 25

FG 26

FG 27

onally throw away 600 times his or her n adult would leave a legacy of 90,000 The landfill is the quintessential modern ocess a landfill is built in layers in which ers of waste are then in a constant state the ultimate goal of integrating waste e earth.

n Kentucky ll

TERRA-MORPH MEGALITHIC WASTE GRIFFIS SCULPTURE PARK THE LAND FILL

FG 16

UB South Campus

Lake

FG 19

0’

atures that are characteristic of an entire

180

47.6 mil

, igneous, or another metamorphic rock. hemically changed due to different temhe minerals can actually “move” to form

Erie

’ Griffis Sculpture Park

Since the early 60’s, the steel sculptures of Larry Griffis, Jr. and other international artists have been residing in the woods, fields, and even ponds of Griffis Sculpture Park. The 450 acre Ashford Hollow park, located eight miles outside of Ellicottville, is not only a tremendous regional attraction, but holds the distinction of being one of America’s largest and oldest sculpture parks. The park features over 250 large scale sculptures dispersed through miles of hiking trails. Each sculpture was placed with the natural setting in mind, creating a truly unique experience between art and nature.

Rohr Road

morphic Rocks. ks into distinctly new rocks (metamord high pressures. Metamorphic rocks, s at or near their melting point, form a and characteristically produces a fanorphic rocks. A migmatite, intermediate s a mixed rock in which at least one part

h segregation of granitic melt bands that that the light colored minerals have unored minerals have not yet reached their ow. If a rock undergoes extensive metabeen segregated, it is gneiss.

FG 22

material at the Earth’s surface and within tive name for processes that cause minttle and accumulate or minerals to prea sedimentary rock by accumulating are ediment was formed by weathering and ted to the place of deposition by water,

ent layers are stacked over each other. neatly stacked together. at various scales, and is observed in the transport of gravel and sand by cur.g. in a river channel).

ock y rock

FG 25

FG 26

FG 27

0’

2.5’

5’

10’

20’

The eruption of such material can even be found nestled in seemingly pure and untouched forests, where residual buildup of geologic forces has resulted in the growth of new and continually burgeoning thermoplastic formations. These formations overtake the landscape, competing with native ecologies, ultimately integrating themselves in their new surroundings. Upon the discovery of such instances, our perception of the landscape changes, whereby the perceivable gap between what is natural and unnatural narrows. This result of this is an altered perception of preciousness and waste. TITLE HERE TERRA-MORPH Sub title

THRESHHOLD

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"Lorem ipsum dolor sitthe amet, adipiscing elit, sed do eiusmod tempor incididunt labore et The recycled PET was placed in staggering loTest one explored useconsectetur of PET plastic in each layer in order to create the ut threshold. dolore magna aliqua. Ut enim ad minim veniam, quis nostrud exercitation ullamco laboris nisi ut aliquip ex cations in each layer which was subsequently poured with wax. Heat was applied to the system which lit the paraffin wax on fire. It was ea commodo consequat. Duis aute irure dolor in reprehenderit in voluptate velit esse cillum dolore eu fugiat allowed to burn for a total of 7 minutes. in an undulating and irregular edge. nulla pariatur. Excepteur sint occaecat cupidatatThis non resulted proident, sunt in culpa qui officia deserunt mollit anim

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threshold.

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Top Wax Layer

6” thick, 360 Oz, Heated at 320 degrees fahrenheit

Interior Skeleton 1/2 “ OSB, 1/8 ply wood

Rabbet Joint 2x4 pine wood

Top Wax Layer

3” thick 120 Oz Parffin Wax, Heated at 320 degrees fahrenheit

Top Plastic Layer 3” thick White HDPE regrind

Top Concrete Layer

Release Agent

1” thick 1 part portland, 4 part fine sand, 1 part aggregate

Vaseline applied in thin layer

Exterior Condition

No heat added in order to keep a clean edge

Tongue and Groove 2x4 pine wood

Form Ties

Black wire ties

Framework Joint 1/8 ply wood

Release Agent

Vaseline applied in thin layer

Sealant

Water sealant

Threshhold Framework 1/8 ply wood

Ridge

1/2” thick layer of dry concrete mix in order to form a ridge for concrete connection throughout

Plastic Placement

Plastic placed on edges for maximum material economy

Interior Condition

Threshhold Framework

Wax and plastic heated by propain torch for 2 minutes/ layer at 315 degrees fahrenheit to create dripping effect

1/2 “ OSB, 1/8 ply wood

Middle Wax Layer

2” thick 60 Oz Parffin Wax, Heated at 320 degrees fahrenheit

Middle Plastic Layer

2” thick 1 part Black, 1 part white HDPE regrind

Middle Concrete Layer

2” thick 1 part portland, 3 part corse/fine sand, 2 part aggregate

Edge condition

Clean edge to express layers before heat is added

Vertical Ribbing 1/2 “ OSB 17” hieght

Exterior Skeleton 1/2 “ OSB

Screws

3” wood screws

Base Wax Layer

1/2” thick 32 Oz Parffin Wax, Heated at 320 degrees fahrenheit

Base Plastic Layer 1/2” thick Black HDPE regrind

Form Tie Holes

Wire form ties to hold the shape

Base Concrete Layer

4” thick 1 part portland, 3 part aggregate, 2 part corse sand

Built with a slip form construction method, that utilized minimal form work. It is designed to be duplicated in order to grow the megalith exponentially over time. Each layer contains a unique calculated mix that incorporated with the previous layer. A series of thermal operations performed by the heating up of wax creates a gradient of opacities and connects the individual layers.

Micro-Living Group Project Ali Elhaddad Kailey Mcdermott Instructor: Harry Warren State University at Buffalo

Morphology massing strategy

Morphology massing strategy structural Grid

Morphology massing strategy

structural Grid structural Grid

Photo

Site plan

8 University at Buffalo: Arch 403

Professor: Harry Warren

Students: Ali Elhaddad, Kailey McDermott

Moving to a city means sacrificing a certain independence that comes with owning a home in the suburbs. You are investing into a more active and stimulating lifestyle. Bars, restaurants, cafes, are all blocks away from your Proposed doorstep. Sketches Delaware and Chippewa are full of plenty of activity from morning till night. The area provides a city feel Sketches whileProposed being so close to suburban neighborhoods. We want to provide an active, social and Proposed Sketches stimulating lifestyle through abundant gathering areas and compact living spaces.

Massing Strategy

Exploded Structure Axon

Massing 1 Two residential masses running parallel down the short end of the site create a vista for the residents and neighbors to enjoy.

Fifth Floor

12”x12” inc

Egress and Timber Bea

Cross-lamin System

Cross-lamin

Massing 2

Fourht Floor:

12”x12” inc

Egress and Timber Bea

With little sun exposure into the vista the southern end is lowered, displacing all of the residential spaces to the northern mass. The two masses are connected with a roof garden for the residents, creating a courtyard on the ground floor.

Cross-lamin System

Cross-lamin

Third Floor:

12”x12” inch

Egress and P Timber Beari

Cross-lamina

System

Massing 3 Stepping up in this way provides communal terracing for every floor. We added a track on the second floor to promote exercise for the residence.

Cross-lamina

Second Floor:

12”x12” inch

Egress and P Timber Beari

Cross-lamina

System

Ground Floor:

12”x12” inch

Egress and P Timber Beari

Massing 4

Slab on grad

We realized that increasing the amount of residents will provide a more active community. To increase rooms we looked at examples of Microapartments in Seattle. The residential spaces max out at 500 sq ft and are now two story double aspect lofts. Adding more residents should also generate more revenue which will be used to maintain the community spaces.

Foundation:

Site cast

Exercise Energize Socialize

1/4” scale Courtyard Photo

round loor Bar 400 s ft o y 400 s ft Mar et 4 00 s ft Sho s 00 s ft ara e 00 s ft Pu lic s uare 000 s ft

Program

Market (Sqft)

Parking(Sqft)

Lobby(Sqft)

Storage/Mechanical(Sqft)

Restaurant/Bar (Sqft)

Exterior Coartyard (Sqft)

Shops (2@ Sqft)

Parking(Sqft)

Lobby(Sqft)

Storage/Mechanical(Sqft)

Restaurant/Bar (Sqft) Shops (2@ Sqft)

egress

Exterior Coartyard (Sqft)

Second Floor

Third Floor

Fourth Floor

Mechanical

Ground Level

University at Buffalo: Arch 403

Professor: Harry Warren

Students: Ali Elhaddad, Kailey McDermott 5’ 10’

20’

40’

5’ 10’

Cross Section

20’

Longitudinal Section

40’

ROOF GARDEN

FOURTH floor

CROSS-LAMINATED TIMBER WALL CONSTRUCTION

OPERABLE WINDOWS

THIRD floor CROSS-LAMINATED TIMBER FLOOR CONSTRUCTION

Second floor

GROUND FLOOR

GLUE-LAMINATED WOOD PIERS

Construction Axonometric

BUILT-IN STORAGE UNITS SUN SHADER

PERSONAL TERRACE LIVING ROOM

Market View

Room view

Roof View

North Street

A Space Away Instructor: Miguel Guitart University at Buffalo An office building is a unique typology because the people that will occupy it will most likely be sitting in one place for most of the day. With this in mind it is so important to provide a space where the employee can walk away to from time to time. Everybody needs that space away from there desk to destress, breath and take time for themselves during the hustle of office life.

High S

Stree t M a in

Allen Street

n Stre et

Frank li

ry Alle

Carlton Street

Wood bu

a Plac e

Allen Street

Virgin i

Delaw are Av

enue

N. Pe arl S treet

Site plan

2: Exterior 2 2 3 3

Massing Strategy

Massing441

I followed a structural grid spacing of 25’ by 20’. Within this basic structure are simple blocks that can be rearranged and shifted.

The front is pushed upwards allowing for an exterior 6 condition at6 the street level on the north facade. An exteriorProgram condition List: is carved out on the east facade to List: 1:Program Interior give the employees in the adjacent spaces, a place 1: Interior 2: Exterior to walk2:out to. Exterior

Wozoco MDVRD Amsterdam-Osdorp, The Netherlands Completed 1997

5 5

1 2 3 4 5

Massing 2 Offices are oriented on the west facade, with a large courtyard condition on the east facade.

6 Program List: 1: Interior 2: Exterior

Massing 3 Office of Belzburge Architects Edificio Girasol (Sun Flower Building) All offices are now on the north and west facade with Belzburge Architects JoséCalifornia Antonio Coderch one large exterior space on the east facade. The Santa Monica, Madrid Spain Completed 2009 north facade is pushed back from the street, for more The Layout of this studio has been subdivided into areas of comfort and productivity gatheringgathering for the staff. Spaces are Completed 1966 of aandpublic space

Edificio Girasol (Sun by Flower Building) rated more comfortable the amount of sunlight its receives of furniture designated to the space. Deep indents into the coreor theoftypethe

on the ground José Antonio Coderch allows for more natural light Madridbuilding Spain to 1966 reach areas that would otherwise Completed Deep indents into the core of the In building for more lightlayout, to reach areas that would otherwise be be blocked. theallows case ofnatural this

level.

blocked. In the case of this layout, the proccess of pushing into the core creates terracing which encourages the person to step outside more often and relax.

the process of pushing into the core creates terracing which encourages the person to step outside more often and relax.

Massing 4 Offices are now offset creating staggered outdoor terracing along the east and west facade. Every space now enjoys an adjacent outdoor space for the people inside. PROJECT 2 - Massing Strategy PROJECT 2 - Massing Strategy

LANNING UNIVERSITY OF NEW YORK LANNING UNIVERSITY Munkegaard OF NEW YORK

Page 1 Page 1

Wozoco

Munkegaard SchoolArne Jacobsen. School MDVRD Jacobsen. Arne Amsterdam-Osdorp, The Netherlands Vangede, Denmark 1955 Vangede, Denmark Completed 1997 1955

The layout of the school is arranged in

a ofgrid format. Every class isclass given The layout the school is arranged in a grid format. Every is givenan an adjecent yard for the student to enjoy recess. adjacent yard for the student to enjoy recess.

LANNING LANNING UNIVERSITY OF NEW YORK UNIVERSITY OF NEW YORK

PROJECT 2 - Massing Strategy PROJECT 2 - Massing Strategy

Page 1 Page 1

Interior Model photo

Program Diagram

Main Vestibule 10 Sf Lobby/ Reception 675 Sf Cafe seating 610 Sf Cafe storage 260 Sf

Program Diagram

Presentation/office meeting room 430 Sf Out door communal space 310Sf I.T. computer room 560Sf Restroom 2@ 100 Sf each

Main Studio Work space 1000Sf

Outdoor communal space 3 @ 200 Sf

Informal meeting space/ 183 Sf

Studio computer room 560Sf

Kitchenette 120 Sf

Restroom 2@ 100 Sf each

Partners Office 380 Sf

O 2

Large Stu

L 6

Kitchenette 120 Sf

R 2

Private Meeting Room 380 Sf

Print Lab 2@ 100 Sf each

Egress and Life Safety

Informal meeting space/ 183 Sf

Outdoo Space r Communal

dio Sp

ace

Lounge

Outdo or Comm unal Space

Cafe Seating

Large Office

Studio

Space

lounge

Cafe Cafe Sto

Kitche ne

rage

Kitchen

tte

ette

Bearing wall Structure

Recept ion

Bearing wall Structure

Partne

Private Mee

ting Roo

rs Offi

Presen tation

I.T Com

puter Lab

room

Outdo

Variable Air Volume HVAC System through bearing walls

or Co

Outdo

or Co

mmun

al Space

mmun

al Space

Variable Air Volume HVAC Sy through bearing walls

Variable Air Volume HVAC System through bearing walls Readin

g room

Outdo

or Com

munal

Comp

uter Lab

space

Library

Restroo

Room RestR

ooms

Circulation Spine

Restro

Circulation Spine

Floor Plan of Ground Level

Ground Floor Plan

1/8 = 1’- 0” 0 5’ 10’

20’

1/8 = 1’- 0”

Floor Plan of Third Floor

Floor Plan of Second Floor 1/8 = 1’- 0” 0 5’ 10’

20’

Second Floor

1/8 = 1’- 0” 0 5’ 10’

20’

Third Floor Plan

1. Footing (perimeter Wall)

60”x48” continuous site cast concrete strip forms 3 #Footing 5 Reinforcement top/Bottom long Direction 1. g (p (perimeter Wall) ) #4@24” o.c top/ bottom

60”x48” continuouse site cast concrete strip forms 3 # 5 Reinforcement top/Bottom long Direction #4@24” o.c top/ bottom

2. Floor Construction Slab on Grade Crushed Stone

Cast-in-place concrete 6” on Grade 2. Floor Construction Slab 5” Crushed RigidStone Insulation Cast-in-place concrete 6” Mesh reinforcement #26-6 5” Rigid Insulation Vapor Barrier Mesh reinforcement #26-6 Cast-place Vapor Barrier concrete 4” Cast-place concrete 4”

3. Wall Construction Below Grade 16” Cast in Place Concrete

3. Wall Construction Below Grade Reinforcement:

16” Cast in#6 Place@ Concrete Vertical 24” O.C. Reinforcement: Horizontal8” O.C. Verticle- #6 @ 24” O.C. Sheet membrane ( water- Proofing) Horizontal8” O.C. 2” Sheet Rigid Insulation membrane ( water- Proofing) 2” Rigid Insulation

4. Ground Floor

Glue Laminated 4. Ground Floor Wood Joists- 4”x 12” 24” O.C Glue Laminated Wood 4” x 12” Glue Laminated Wood Joists4”x 12” Framing24” O.C 1/2” GlueWood Laminated Sheathing Wood Framing- 4” x 12” 1/2” Wood Sheathing 6” Rigid Insulation 6” Rigid Insulation Radiant Floor Pipes Radiant Floor Pipes 4” 4”Topping Topping SlabSlab

5. Wall Construction Above Grade (Balloon Frame) 5. Wall Construction Above Grade 2”x16” sill plate along edge (Balloon Frame) 4”x16” Glulam Wood Stud wall 24” O.C.

2”x16” sill plate along edge Spray foam Insulation 4”x16” Glulam Wood Stud wall 24” O.C. 1/2” wood sheathing Spray foam Insulation 1/2” wood sheathing 4“x16” wood Blocking @ each floor 4“x16” wood Blocking @ each floor Vapor Barrier (interior) Vapor Barrior (interior) 2 1/2x 2” Support framing 2 1/2x 2” Support framing Water Proof membrane ( exterior) Water Proof membran ( exterior) 6” Tounge and Groove planks Interior and Exterior 1” 1”x x6” Tongue andwood Groove wood planks Interior and Exterior

6. Second Floor

6.GlueSecond Floor Laminated Wood Joists- 4”x 12” 24” O.C

Glue Laminated Wood Joists- 4”x 12” 24” O.C Glue Laminated Wood Framing- 4” x 12” Glue Laminated Wood Framing- 4” x 12” 1/2” Wood Sheathing 1/2” Wood Sheathing 6” Rigid Insulation Radiant Floor Pipes 6” Rigid Insulation 4” Topping Slab Radiant Floor Pipes 4” Topping Slab

7. Floor Patio Exterior 7.Second Second Floor Patio

Exterior

Glue Laminated Wood 4”x 12” 24” O.C Continued Glue Laminated Wood Joists4”x 12”Joists24” O.C Continoud Glue Laminated Wood Framing4” x 12” Glue Laminated Wood Framing- 4” x 12” 1/2” Wood Sheathing 1/2” Wood Sheathing Vapor Barrior Vapor 6” RigidBarrier Insulation 6” WaterRigid Insulation Barrior 2- 1/2“ x2” Support Framing WaterBarrier 1”x 6” Tounge Groove wood Decking 2- 1/2“ x2” and Support Framing 1”x 6” Tongue and Groove wood Decking

8. FloorFloor 8.Third Third

Glue Laminated Wood Joists- 4”x 12” 24” O.C Glue Laminated Wood Joists- 4”x 12” 24” O.C Glue Laminated Wood Framing- 4” x 12” Glue Laminated Wood Framing- 4” x 12” 1/2” Wood Sheathing 1/2” Wood Sheathing 6” Rigid Insulation Radiant Floor Pipes 6” Rigid Insulation 4” Topping Slab Radiant Floor Pipes 4” Topping Slab

9. Roof

8. RoofLaminated Wood Joists- 4”x 12” 24” O.C Glue Glue Laminated Wood Joists4”x 12”Framing24” O.C Glue Laminated Wood 4” x 12” Glue Laminated Wood Framing- 4” x 12” 1/2” Wood Sheathing 1/2” Wood Sheathing 6” 6”Rigid Insulation Rigid Insulation Tilted Wood Tilted Wood FrameFrame Underlayment Underlayment Vapor Barrioir Vapor Barrier Water Barrior Water Barrier Slip Sheet Slip Sheet

A Space Away

Allen Street and Franklin Steet Buffalo New York

Construction Axonometric 1/2 = 1’- 0” 0’

ALI ELHADDAD INSTRUCTOR - MIGUEL GUITART ARC 302 COMPREHENSIVE STUDIO SPRING SEMESTER 2015 SCHOOL OF ARCHITECTURE AND PLANNING UNIVERSITY AT BUFFALO - STATE UNIVERSITY OF NEW YORK

2’

4’

8’

Construction Axonometric Page 8

Program Diagram

Main Vestibule 10 Sf

Presentation/office meeting room 430 Sf Out door communal space 310Sf

Lobby/ Reception 675 Sf

I.T. computer room 560Sf

Cafe seating 610 Sf

Restroom 2@ 100 Sf each

Cafe storage 260 Sf

Egress and Life Safety

Bearing wall Structure

Variable Air Volume HVAC System through bearing walls

Circulation Spine

Franklin Street Model Photo

Floor Plan of Ground Level 1/8 = 1’- 0” 0 5’ 10’

20’

Longitudinal Section 1 1/8 = 1’- 0” 0 5’ 10’

20’

Longitudinal ALI ELHADDADSection 2 INSTRUCTOR - MIGUEL GUITART ARC 302 COMPREHENSIVE STUDIO SPRING SEMESTER 2015 SCHOOL OF ARCHITECTURE AND PLANNING UNIVERSITY AT BUFFALO - STATE UNIVERSITY OF NEW YORK

Page 4

Northland Workforce training center 683 Northland Avenue Buffalo New York Watts architecture and Engineering 2016- Present

D NORTHLAN E B E LT L I N BO A NEIGH

T F OPPOR RHOOD O

UNITIES

WESTERN

NEW YORK

KFORCE

WOR CENTER TRAINING

This nearly 100 year old abandoned manufacturing factory is being restored in order to house a work force training center for the neighborhood under-served population. It is an attempt to fill the gap in the buffalo workforce of trained manufacturing workers as well as an opportunity program for the depressed population of the surrounding Aerial View neighborhoods I worked on this project from schematic Above is an aerial view. I worked on it mostly in Photoshop, adding the landto construction documents. Demolition scape and street scape to the image. It was generated in Revitt and post prois currently underway and construc- cessed in Photoshop tion is set to begin over the summer of 2018. This entire project is done in revitt. My main contributions were the construction drawings. I worked along side the architects of my office to generate construction and demolition documents for roof plans, and roof details. I also worked on2 ceiling details and 3 4 wall details. While phase 1 has been submitted this past winter, Phase 2 is set to begin in the summer for the rest of the facility. EXISTING STEEL "T" RAFTER

TOP MEMBER OF EXISTING STRUCTURAL STEEL TRUSS & PLATE BEYOND

14"

ANCHOR CONTINUOUS TREATED WOOD BLOCKING TO STEEL ANGLE - REFER TO TYPICAL DETAILS

LAP FULL HEIGHT PVC SHEET FLASHING MIN 8"

REFER TO CONSTRUCTION ROOF PLANS (A1-910 - A1-913) FOR ROOF TYPES

REFER TO TYPICAL ROOF DETAIL SHEET A5-115.

DETAIL

1 1/2" = 1'-0"

EXISTING STRUCTURAL STEEL FRAME BEYOND

ALUMINUM BENT PLATE BY TRANSLUCENT PANEL SYSTEM MANUFACTURER

EXISTING CMU WALL V.I.F.

1 1/2" = 1'-0"

REFERENCED FROM SHEET: A1-910

1 1/2" = 1'-0"

REFERENCED FROM SHEET: A1-910

5 3/4"

1 1/2" = 1'-0"

REFERENCED FROM SHEET: A1-910

LAP FULLY ADHERED PVC SHEET FLASHING MIN. 8"

TENANT AREA 136

3' - 7 1/2" 3' - 0"

TYP

5' - 10"

ANCHOR CONTINUOUS TREATED WOOD BLOCKING TO EXISTING CUM WALL REFER TO TYPICAL DETAILS

BUILDING SERVICES/ ELECTRIC 156

7 1/4"

ANY OTHER PROJECT WITH WATTS ARCHITECTURE & E OR ADDITION TO ANY SURV

PLAN OR REPORT IS 404 A VIOL 95 PERRY STREET, SUITE THE NEW YORK STATE EDU BUFFALO, NY 14209

EXISTING STRUCTURAL STEEL TRUSS BEYOND

A8-110

drawing history:

DETAIL

date 4/14/2017 BID SET 4/21/2017 BID SET 6/07/2017 ADDEND

VESTIBULE 155 CEILING SECTION 1/2" = 1'-0"

1 1/2" = 1'-0"

REFERENCED FROM SHEET: A1-120

REFERENCED FROM SHEET: A1-912 1.8

GWB on Mtl. Stud 10' - 0" A.F.F.

1.9

2..1

DETAIL

1 1/2" = 1'-0" 2.5

REFERENCED FROM SHEET: A1-910

2 A5-213

TYP

95 Perry Street , Suite 300 Buffalo, New York 14203 p: 716.206.5100 f: 716.206.5199

11A

FULLY ADHERED PVC ROOFING SYSTEM - REFER TO ROOF TYPE C LAP MEMBRANE SHEET FLASHING MIN. 8" CONTINUOUS, PREFINISHED ANITOR ALUMINUM FASCIA CLOSET 157 ANCHOR CONTINUOUS TREATED WOOD BLOCKING TO STEEL ANGLEREFER TO TYPICAL DETAILS SHIM FOR VENTING

TYP

1/2" OVERLAYMENT BOARD LAP FULL HEIGHT PVC SHEET FLASHING MIN 8" VESTIBULE 155 ENLARGED CEILING PLAN

WEATHER RESISTIVE BARRIER AND AIR BARRIER

REFERENCED FROM SHEET: A3-102

HORIZONTAL METAL PANEL

V.1

2" BATT INSULATION 2 1/2" METAL STUD @ 24" O.C. EXISTING MASONRY WALL

FULLY ADHERED PVC ROOFING SYSTEM - ROOF TYPE C

EXISTING CLAY TILE DECK & ROOFING SYSTEM TO REMAIN PROVIDE 3- HOUR RATED UL OINT HW-D-0044 PAINT EXISTING STEEL TRUSS

EXISTING STRUCTURAL STEEL BEYOND

PAINT EXISTING BENT BEAM

VESTIBULE 155 CEILING SECTION 1/2" = 1'-0"

REFERENCED FROM SHEET: A1-120

CONTINUOUS BACK TO BACK STEEL ANGLES(2) @ 3" x 6: x 1/4" (LLH) CONTINUOUS WELDED TO EXISTING SPANDREL

ANCHOR CONTINUOUS TREATED WOOD BLOCKING TO STEEL PLATEREFER TO TYPICAL DETAILS 12" x 3/8" CONTINUOUS STRUCTURAL STEEL PLATE

SECOND FLOOR 117' - 5 3/4"

SIM

A8-357

sheet title:

signature and seal:

CONTINUOUS, PREFINISHED 20 GA STEEL FASCIA

SIM

CONTINUOUS 3/8" x 5" LONG STEEL PLATE TO EXISTING STEEL CHANNEL SEALANT

ROOF DE

proprietary notes:

EXISTING CONTINUOUS STRUCTURAL STEEL CHANNEL V.I.F. ANCHOR CONTINUOUS TREATED WOOD BLOCKING TO STEEL PLATE - REFER TO TYPICAL DETAILS ALUMINUM TRIM

6" BATT INSULATION

A5-110

ALUMINUM FLASHING

CONTINUOUS 3/8" x 7" LONG STEEL PLATE TO EXISTING CHANNEL

1/4" = 1'-0"

1.9

CONTINUOUS, PREFINISHED ALUMINUM FASCIA

EXISTING STRUCTURAL STEEL SPANDREL BEYOND

FULLY ADHERED PVC ROOFING SYSTEM - REFER TO ROOF TYPE B LAP MEMBRANE SHEET FLASHING MIN. 8"

CO NS TR UC TIO N

FO R

AREA 5

NO T

A5-213 AREA 3

A5-213

LAP FULL HEIGHT PVC SHEET FLASHING MIN 8"

THIS DOCUMENT, AND THE HEREIN, AS AN INSTRUMEN

EXISTING STRUCTURAL STEEL

5 3/4"

4 V.1 V

EXISTING CMU WALL, V.I.F.

683 NORTHLAND AVENUE BUFFALO, NY 14211 notes: proprietary

PROPERTY OF WATTS ARC 683 NORTHLAND LLC CONSULTANTS, AND IS NOT

A5-213

11 1/2"

GWB on Mtl. Stud - 1 HR Rated 12' - 0" A.F.F.

ADHERE 2" RIGID INSULATION TO EXISTING CMU WALL

FULLY ADHERED PVC ROOFING SYSTEM - REFER TO ROOF TYPE C

project:

NORTHLAND WORKFORCE TRAINING CENTER

X.1

ACT-1 8' - 0" A.F.F.

EXISTING STRUCTURAL STEEL BEYOND

ADHERE 2" RIGID INSULATION TO EXISTING CMU WALL

FULLY ADHERED PVC ROOFING 7'SYSTEM - 9" - REFER TO ROOF TYPE B

ACT-1 11' - 3" A.F.F.

2' 0" ±

VESTIBULE 155

EXISTING CORRIDOR 137 STRUCTURAL STEEL TRUSS BEYOND

23' - 0 1/2"

6' - 0"

3 A5-213

3' - 0"

W.1

A8-110

153 EXISTING STRUCTURAL STEEL SUB-GIRT FRAMING BEYOND

GWB on Mtl. Stud 9' - 3" A.F.F.

2' - 0"

3' - 7 1/2"

GWB on Mtl. Stud 8' - 0" A.F.F.

A4-205

V.1

TOILET ROOM

FULLY ADHERED PVC ROOFING SYSTEM - REFER TO ROOF TYPE C CONTINUOUS, PREFINISHED ALUMINUM FASCIA

FULLY ADHERED PVC 3ROOFING SYSTEM REFER TO ROOF TYPE C

2.5

MEMBRANE SHEET FLASHING. EXTEND UP VALLEY MIN. 24" ON BOTH SIDES

1.8

EXISTING CMU WALL, V.I.F.

DETAIL

LAP FULLY ADHERED PVC SHEET FLASHING MIN. 8" MEMBRANE SHEET FLASHING. EXTEND UP VALLEY MIN. 24" ON BOTH SIDES

7 3/4"

REFERENCED FROM SHEET: A1-913

REFERENCED FROM SHEET: A1-912

SHIM ALUMINUM SILL TRIM BY TRANSLUCENT PANEL MNFR. ANCHOR CONTINUOUS TREATED WOOD BLOCKING TO STEEL PLATE - REFER TO TYPICAL DETAILS

1 1/2" = 1'-0"

7 3/4"

BACKER ROD & SEALANT

DETAIL

5' - 1"

DETAIL

INSULATED TRANSLUCENT PANEL EXISTING HORIZONTAL GIRT SUPPORT

2' - 0"

ALTERNATE 5: INSTALL EPDM ROOFING IN LIEU OF KEE PVC ROOF SYSTEM AS INDICATED IN ROOF TYPES “B” AND “C”, AND THROUGHOUT DETAIL CALLOUTS FOR SUCH. BIM 360://683 Northland/1605710_ARCH COMBINED_2016.rvt

14" ± V.I.F.

EXISTING 3" CLAY TILE

EXISTING CONTINUOUS STRUCTURAL STEEL GIRT

1 1/2" = 1'-0"

EXISTING STRUCTURAL STEEL FRAME BEYOND

signature and seal:

EXISTING CONTINUOUS STRUCTURAL STEEL HORIZONTAL GIRT SUPPORT

EXISTING CONTINUOUS STRUCTURAL STEEL CHANNEL

FULLY ADHERED PVC ROOFING SYSTEM REFER TO ROOF TYPE C

EXISTING STRUCTURAL STEEL TRUSS BEYOND

WELD CONTINUOUS 3/8" x 7" PLATE TO CHANNEL SHIM INSULATED TRANSLUCENT PANEL INTERMEDIATE BATTEN

FULLY ADHERED PVC ROOFING SYSTEM REFER TO ROOF TYPE B

LAP MEMBRANE SHEET FLASHING MIN. 8"

EXISTING STRUCTURAL STEEL V.I.F.

WELD CONTINUOUS 3" x 6" x 1/4" STEEL ANGLE TO CHANNEL CONTINUOUS, PREFINISHED 20 GA STEEL FASCIA EXISTING CONTINUOUS STRUCTURAL STEEL CHANNEL

7-1/4" CEMENTITIOUS ROOF PLANK LAP MEMBRANE SHEET FLASHING MIN. 8"

7-1/4" CEMENTITIOUS ROOF PLANK

DETAIL

95 Perry Street , Suite 300 Buffalo, New York 14203 p: 716.206.5100 f: 716.206.5199

DETAIL

14"

SEALANT WELD CONTINUOUS 4" x 6" x 1/4" STEEL ANGLE TO STRUCTURE BEYOND

ANCHOR CONTINUOUS TREATED WOOD BLOCKING TO STEEL ANGLE - REFER TO TYPICAL DETAILS

13.9

1" 2"

ANCHOR CONTINUOUS TREATED WOOD BLOCKING TO STEEL ANGLE - REFER TO TYPICAL DETAILS

CONTINUOUS WOOD BLOCKING

WELD CONTINUOUS 4" x 6" x 3/8" ANGLE TO VERTICAL STRUCTURE BEYOND

EXISTING STRUCTURAL STEEL BEYOND

LAP MEMBRANE SHEET FLASHING MIN 8" FULLY ADHERED PVC ROOFING SYSTEM - ROOF TYPE B CONTINUOUS, PREFINISHED ALUMINUM FASCIA

FLASHING BY TRANSLUCENT PANEL SYSTEM MNFR.

BACKER ROD & SEALANT

EXISTING STRUCTURAL STEEL BEYOND

ALUMINUM BENT PLATE BY TRANSLUCENT PANEL SYSTEM MNFR. FLASHING BY TRANSLUCENT PANEL SYSTEM MNFR. CONTINUOUS TREATED WOOD CANT STRIP

FULLY ADHERED PVC ROOFING SYSTEM REFER TO ROOF TYPE C

FULLL ADHERED PVC ROOFING SYSTEM REFER TO ROOF TYPE C

ALUMINUM BENT PLATE BY TRANSLUCENT PANEL SYSTEM MNFR.

BREAK 22 GA PREFINISHED ALUMINUM SHEET METAL TO WRAP SILL CONSTRUCTION

ADHERE 2" RIGID INSULATION TO EXISTING CMU WALL

ADHERE 2" RIGID INSULATION TO EXISTING CMU WALL LAP MEMBRANE SHEET FLASHING MIN 8"

REFERENCED FROM SHEET: A1-910

TRANSLUCENT PANEL SYSTEM BREAK 22 GA PREFINISHED ALUMINUM SHEET METAL TO WRAP SILL CONSTRUCTION

TRANSLUCENT PANEL SYSTEM

LAP MEMBRANE SHEET FLASHING MIN 8"

TRANSLUCENT PANEL SYSTEM

1 1/2" = 1'-0"

REFERENCED FROM SHEET: A1-912

95 PERRY S BUFFALO, N

EXISTING STRUCTURAL STEEL RAFTER BEYOND

DETAIL

1 1/2" = 1'-0"

REFERENCED FROM SHEET: A1-910

683 NOR

EXISTING CONTINUOUS STRUCTURAL STEEL CHANNEL

SEALANT STANDARD FLASHING BY TRANSLUCENT PANEL WALL SYSTEM MNFR.

EXISTING STRUCTURAL STEEL TRUSSES BEYOND

DETAIL

1 1/2" = 1'-0"

REFERENCED FROM SHEET: A1-910

683 NORTHL BUFFALO, N

WELD CONT. 8" x 6" x 1/4" STEEL ANGLE TO CHANNEL

CONT. 4" x 4" x 1/4" STEEL ANGLE V.I.F.

EXISTING STRUCTURAL STEEL FRAME BEYOND

DETAIL

NORTHLA WORKFO TRAINING

LAP MEMBRANE SHEET FLASHING MIN. 8" FULLY ADHERED PVC ROOFING SYSTEM - REFER TO ROOF TYPE B

6" BATT INSULATION

EXISTING STRUCTURAL STEEL V.I.F.

SEALANT STANDARD FLASHING BY TRANSLUCENT PANEL WALL SYSTEM MNFR. ALUMINUM BENT PLATE BY TRANSLUCENT PANEL SYSTEM MNFR. TRANSLUCENT PANEL SYSTEM

project:

FASTEN CONTINUOUS, PREFINISHED 20 GA STEEL FASCIA TO CLIP ANGLE

FULLY ADHERED PVC ROOFING SYSTEM - REFER TO ROOF TYPE C

WELD CONTINUOUS 3" x 4" x 1/4" ANGLE TO EXIST. CHANNEL

CONTINUOUS CLIP ANGLE

18 -1/2" VIF

LAP MEMBRANE SHEET FLASHING MIN. 8"

3 1/2" BATT INSULATION

ADHERE 2" RIGID INSULATION TO EXISTING CMU WALL

EXISTING CMU WALL, V.I.F.

53 /4"

CONTINUOUS CLIP ANGLE

1/4 "

22 GA ALUMINUM FABRICATED GUTTER AT SELECT LOCATIONS REFER TO ROOF PLAN ANCHOR CONTINUOUS TREATED WOOD BLOCKING TO STEEL PLATE - REFER TO TYPICAL DETAILS LAP FULL HEIGHT PVC SHEET FLASHING MIN 8" ADHERE 2" RIGID INSULATION TO EXISTING CMU WALL EXISTING STRUCTURAL STEEL BEYOND EXISTING CMU WALL, V.I.F.

CONTINUOUS, PREFINISHED 20 GA STEEL FASCIA

1" 2"

ALUMINUM SKYLIGHT RETROFIT SYSTEM CONTINUOUS ALUMINUM HEADER SUPPORT ALUMINUM FLASHING BY SKYLIGHT MANUFACTURING ANCHOR CONTINUOUS TREATED WOOD BLOCKING TO EXISTING MASONRY WALLS - REFER TO TYPICAL DETAILS

1' 1

5 3/4"

CONTINUOUS, PREFINISHED ALUMINUM FASCIA

YORK

GENERAL NOTE

ANCHOR CONTINUOUS TREATED WOOD BLOCKING TO STEEL ANGLE - REFER TO TYPICAL DETAILS

1" 2"

53 /4"

LAP MEMBRANE SHEET FLASHING MIN. 8" CONTINUOUS, PREFINISHED ALUMINUM FASCIA

CONTINUOUS, PREFINISHED ALUMINUM FASCIA

ANCHOR CONTINUOUS TREATED WOOD BLOCKING TO STEEL PLATE - REFER TO TYPICAL DETAILS WELD CONTINUOUS 6" x 4" x 3/8" STEEL PLATE TO EXISTING CHANNEL

FULLY ADHERED PVC ROOFING SYSTEM - REFER TO ROOF TYPE B

WESTERN NEW

E WORKFORC TRAINING CENTER

project number:

THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF WATTS ARCHITECTURE & ENGINEERING AND ITS CONSULTANTS, AND IS NOT TO BE USED IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF WATTS ARCHITECTURE & ENGINEERING. UNAUTHORIZED ALTERATI OR ADDITION TO ANY SURVEY DRAWING, DESIGN, SPECIFICATION, PLAN OR REPORT IS A VIOLATION OF SECTION 7209, PROVISION 2 O THE NEW YORK STATE EDUCATION LAW.

drawn by:

checked by:

drawing history: # date 6 6/09/2017

description BID SET #2

date:

scale:

Niagara Street Redevelopment

Aerial View of Tonowanda

Niagara Street Buffalo New York Watts architecture and Engineering 2016 I worked along side the transportation department to generate street views of a selection of streets that are scheduled for redevelopment. Niagara street is on the West side of buffalo and is currently seeing a resurgence. The neighborhood has not seen development plans like this for decades. All of the renders shown are from photographs taken of the sites and post processed in Photoshop. Link to project PDF: http://niagarastreetnow.org/wp-content/ uploads/sites/21/2015/12/12_13_Niagara-Street-Now-Presentation.pdf Link to Buffalo RIsing News Article: https://www.buffalorising. com/2016/12/niagara-street-now-design-green-infrastructure-update/

Aerial View of Niagara street

Street view of Busti Street