Petrucci Portfolio by Brian Petrucci

Brian Petrucci Architecture Portfolio Selected Works

petrucci0924@gmail.com (718) 689-3877

Education New Jersey Institute of Technology Bachelor of Architecture Spring 2016

Professional Experience Rosen Kelly Conway Architecture & Design

May 2015 - present

Summit, New Jersey Architectural Drafter

William F. Loftus Associates

January 2015 - March 2015

Englewood Cliffs, New Jersey Field Engineer Intern

Clayton Concrete, Block, Sand Lakewood, New Jersey Company Serviceman

June 2013 - September 2014

49 Hobart Avenue Rosen Kelly Conway Architecture & Design Under Construction

40 Montview Avenue Rosen Kelly Conway Architecture & Design Under Construction

44 Silver Lake Drive Rosen Kelly Conway Architecture & Design Under Construction

80 Prospect Street Rosen Kelly Conway Architecture & Design Pending Variance Hearing

India Primary School New Jersey Institute of Technology Spring 2014

Newark Student Graduate Housing New Jersey Institute of Technology Fall 2013

M3 Tower New Jersey Institute of Technology Spring 2015

Current Project Rosen Kelly Conway Architecture & Design Schematic Design

49 Hobart Avenue Rosen Kelly Conway Architecture & Design Under Construction

Associate Designer, Lead Draftsman, Lead Modeler Summit, New Jersey consists of many beautiful and historic homes. One of the constant challenges we face by working in Summit is to blend its architecture’s rich history into a modern and functional home for our clients. 49 Hobart Avenue resides on the corner of one of the oldest blocks in the city, and our addition/renovation project needed to compliment the existing detail of the house while being cautious to not trigger a variance due to the existing non-conforming height. The existing first floor plan lacked a natural flow between each space, prompting the need to create an open concept with a large kitchen and adjacent living spaces which share their natural light. The existing sunroom was removed and we designed a larger mudroom in it’s place to serve as an entry off of the driveway. The exterior detailing reflects a historical sunroom design, allowing for lots of natural light to pour in from the large windows, while also feeling like it belongs to the original form of the house. We were constrained in the footprint of our addition due to the sloping grades towards the rear of the house because we could not affect the building height based on the average grade plane. In Summit’s R10 district, you may not exceed 35’ in building height based on the average grade plane. The existing house is 43’ tall, therefore we could not increase the overall height by adding in an area of lower grade. The project scope also included a new family room with a custom metal frame storefront window that leads out to a new deck and patio, as well as new basement, second, and third floor plan layouts. Based on the client’s request, I constructed a 3D model to help them visualize the form both inside and outside. This project presented the opportunity to be involved and have input on a small design team, draft accurate floor plans and elevations during all phases of the project, coordinate with a structural engineer in drawings detailed sections and structural components, model a historic Summit home both inside and out, and oversee the ongoing construction process based on drawings I drew. Auto-Cad, Rhinoceros, Illustrator, Photoshop, MS Excel, MS Word

Rad. EXISTING

SITTING AREA 10' X 5'

Cab.

DN 15R

EXISTING

Rad.

Dn 10R

DECK 19' X 10' EXISTING

EXISTING

DINING ROOM

PARLOR

C.H. 10'-10"

16' X 13'

C.H. 10'-10"

21' X 13'

Rad. C.H. 10'-11"

UP 2"

Rad.

Cab.

Dn 1R

Cab.

Rad. EXISTING

KITCHEN

Rad.

EXISTING

ENTRY

15' X 13'

A/C Cond.

EXISTING

HALL 14' X 4'-6"

C.H. 10'-10"

3' X 9'

EXISTING

C.H. 8'-3.5"

FOYER

Up 2"

21' X 9'

Dn 1R

Dn 6R EXISTING

EXISTING

DW.

Rad.

C.H. 9'-11.5"

8' X 4'

P.H. 7'-5.25"

UP 19R

PORCH

C.H. 10'-10"

7' X 23'

Dn R1 C.H. 13'-7"

EXISTING

SUN ROOM 11' X 11' Dn 1R

EXISTING

LIVING ROOM

C.H. 11'-9"

C.H. 10'-10"

26' X 14'

A/C Cond.

NEW

BREAKFAST AREA 14' X 9' NEW

DECK 20' X 15' NEW

KITCHEN 24' X 23'

C.H. 10'-10" EXISTING

PARLOR

Cab.

16' X 13'

EXISTING

NEW

ENTRY

FAMILY ROOM

RENOVATED

18' X 13'

9' X 9'

BAR

C.H. 10'-10"

3' X 9'

FOYER

NEW

Dn 1R

P.H. 7'-5"

Dn 6R EXISTING

Storage at upper level

UP 19R

NEW

PANTRY NEW

PORCH C.H. 10'-10"

7' X 23'

C.H. 9'-0"

6' X 6'

ENTRY Closet at lower level

Ref.

POWDER ROOM

15' X 12'

NEW NEW

POWDER ROOM 5' X 6'

DINING ROOM 26' X 14' C.H. 10'-10"

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Roof New roof rafters - See plan for size and spacing New flat seam copper roof - install per manufacturer's specifications 5/8" APA rated plywood sheathing 32/16, exterior Provide baffle at each rafter bay See Elevations

New 'simpson' rafter tie H2.5 (typical at each rafter)

2" AIR SPACE

Provide (2) layers of ice and watershield underlayment over entire low slope roof area New copper Drip Edge

Eave

8'-1"

Finished Floor to Finished Ceiling

Half round copper gutters and leaders with roof mounted straps Wood fascia board to match existing

5/8" gypsum board

Wood T&G bead board soffit w/ continuous soffit vent w/ insect screen to match existing

R-38 batt insulation

Roof overhang (see elevations) (2) 2 X 6 top plate Provide 2 X 6 horizontal CAT at 4'-0" O.C. vertically at every stud

9'-5"

Finished Floor to Finished Ceiling

5/8" gypsum board on 2 X 6 studs @ 16" O.C.

R-21 fiberglass batt insulation with vapor barrier

BEDROOM

New painted wood recessed paneling with

Floor Construction: Floor finish as per specifications over 3/4" APA rated STURD-I-FLOOR 24 - 23/32. Exposure I, T & G plywood subfloor, glued and screwed

2 X 6 bottom plate

Floor joists- See floor plan for size and spacingProvide bridging at midspan 8'-0" max. - 2 x or 'SIMPSON' tension bridging Base moulding - see interior elevations and finish notes for more information

New paint grade rail to match and align with existing

Rim board at floor joist end bearing - Provide min. 3-1/2" bearing for joists New deck boards to match and align with existing

R-38 fiberglass batt insulation

Draftstopping Note: Provide draftstopping in dropped ceiling areas w/ 5/8" gypsum board installed parallel to the floor framing members- draftstops shall be installed so that the area of the concealed space does not exceed 1,000 S.F.

New paint grade trim board and cove to match and align with existing Provide blocking as necessary

First floor framing, see fire protection of floors note Provide fire blocking between air space and ceiling/ floor w/ 2 X 6 (rip as required) top plate and blocking (2) 2 X 6 'ACQ' treated sill plate on termite shield over fiberglass sill sealer

New 1/2" diameter x 18" headed anchor bolts @ 4'-0" o.c. min. 1'-0" from every corner (min 15" embedment) fill top two courses of block with pea gravel concrete

Finished Floor to Finished Ceiling

5/8" Gypsum board - provide gypsum suspension ceiling system by 'usg' or approved equal

New brick veneer to match and align with existing - secure all brick with veneer wall ties @ (1) per square foot of block

FAMILY ROOM

Provide fire blocking @ 10'-0" max. horizontally between finished gypsum board and interior face of foundation wall for full height of wall w/ 2 X 6 (rip as required) or (2) layers of 1" nominal lumber

MUDROOM

5/8" Gypsum board on 2 X 4 furring w/ 1" air space Through flashing weep holes @2" o.c.

Storage Area Finish grade slope away from house

New concrete block - see plan for size

DECK

First Floor

See foundation notes for vertical reinforcing in foundation walls (typ.)- coordinate reinforcing w/ height of backfill above slab

R-13 fiberglass batt insulation with vapor barrier

Provide 'TUFF-N-DRI' waterproofing w/ 'WARM-N-DRI' drainage and insulating board or approved equal over foundation wall below grade over 1/2" cement parging & connect to perforated footing drain (typical)- Install per manufacturer's specifications by a certified installer

4" conc. slab w/ W2.9 x 2.9 x 4 x 4 WWF on 6 mil polyethylene vapor barrier on 6" compacted gravel base on undisturbed soil. Separate slab from end wall with 1/2" fiber form board and sealant- See foundation notes

#4 dowels @ 24" o.c.- fill bottom 3 courses of block with pea gravel concrete 2 x 4 'ACQ' treated sill plate

MUDROOM ENTRY

5.75'

Plaster cove

LAUNDRY ROOM

MUDROOM

2" thick 'DOW HIGHLOAD 40' or equal rigid insulation board (R-10) @ perimeter (4'-0" min.)

Continuous concrete footing w/ (3) #5 continuous rebar over undisturbed soil (3'-6" below grade min.)

MECHANICAL/ STORAGE AREA

4" diameter perforated footing drain in gravel bed - Connect to drainage system or sump pump - Consult w/ architect & civil engineer 12" X 12" gravel bed

Basement

1'-0"

Average grade Lowest grade point

3" MIN.

43.1'

Mudroom

New siding to match and align with existing over 1/2" APA rated plywood sheathing 31/16, exterior w/ "TYVEK" building wrap taped at seams

MASTER

Second Floor

10'-10"

44.8'

Average Building Height

Maximum Building Height

Attic

3" MIN. # 4 reinforcing bars @ 2'-0" O.C. All construction shall be in accordance with the requirements of "ILEVEL TRUS JOIST" specifications for pre-fabricated structural lumber

1'-0" 2'-0"

4" diameter perforated interior footing drain connect to sump or drainage system - Consult w/ architect Provide minimum 3" concrete cover at reinforcing

40 Montview Avenue Rosen Kelly Conway Architecture & Design Under Construction

Associate Designer, Lead Draftsman, Lead Modeler 40 Montview Avenue resides in the heart of Short Hills, NJ historic district. This 8,400 SF home was recently sold and purchased by a new homeowner to the area, who sought to enhance the flow and layout of each of the three floors within the house. Two of the major components of this project include a fill-in of an existing exterior terrace, and a skylight above the grand foyer. In order to open-up the rear of the home, part of the project scope was to remove and adjust certain interior partitions and convert an existing exterior terrace into interior conditioned space. The challenge of this conversion was that the new interior space needed to feel as if it has always been apart of the room, so I needed to carefully document the existing ceiling height and floor height differences. This involved numerous site visits during the demolition phase of the project so I could continually see the existing structure of the terrace ceiling compared to the first floor ceiling. It was helpful to model the project in 3D to see how the spaces related to one another, as well as see what the rear elevation was going to look like. The other major portion of the project was the foyer. Since it is squeezed between a large dining room and a larger living room, there wasnâ&#x20AC;&#x2122;t enough natural light entering the 2-story space, leaving a dark room to greet you as you enter. So, we designed a skylight on the small, flat portion of the roof in order to provide a beautiful connection from outside to in. The challenge here was that the foyer sits below an existing unfinished attic space, we designed a light shaft connecting the skylight to the foyer ceiling. The light shaft would be decorated with a custom designed lay-light to close it off to the foyer below, but to still allow views through the space and light to filter downward. Careful attention was placed in the drawing of interior elevations and building sections to transform the foyer into a grand entry. Auto-Cad, Rhinoceros, Illustrator, Photoshop

1 A-12

1 A-9 ±17'-11" 17'-6"

1'-0"

4'-4" Eq.

1'-0"

4'-10"

Eq.

1'-0"

4'-4" Eq.

Eq.

New steel column C see steel column notes

New W6 x 25 steel beam dropped 1" 112

1" 62

2'-0"

1" ±2'-12

1" 112 1'-0"

New fiberglass columns New 5-1/4 x 9-1/4 ML header

15'-7"

T.O.

6'-0"

Align

New steel column C see steel column notes

Quarter sawn white oak beams

New W 12 x 96 flush - See steel beam notes

1" 31" 1'-02 2

New 5-1/4 x 9-1/4 ML header

New 7 x 11-7/8 ML flush

Existing 2 x 12 @ 16" O.C. floor joists above EXISTING

KITCHEN/ BREAKFASTC.H. 8'-9" AREA

1 A-14

±16'-4"

Existing 2 x 12 @ 16" O.C. floor joists above Verify existing posts from ridge above and consult with Architect 1" 2'-42

Existing 2 x 12 @ 16" O.C. balcony joists above Cut each existing balcony joist to be bottom flush with existing second floor joists and sister (1) 1-3/4 x 5-1/2 ML top flush to each existing balcony joist - consult with Architect Existing 2 x 12 @ 16" O.C. floor joists above NEW

GREAT ROOM

New steel column C see steel column notes

C.H. 8'-11"

8'-0"

ȭ with arched

5 A-14

1" 6'-72

T.O.

4'-0"

1" 5'-82

Eq.

4 A-14 Existing 2 x 12 @ 16" O.C. floor joists above

Align

2 A-13 EXISTING C.H. 8'-11"

3'-4" arched opening

DINING ROOM

EXISTING

1 A-13

Verify existing header and consult with Architect - provide minimum 3-1/2 x 9-1/4 ML

MODIFIED 3'-6"

BILLIARD ROOM

Verify existing flush beam and consult with Architect Provide minimum 5-1/4 x 11-7/8 ML flush

Up 16R C.H. 21'-3"

OFFICE

MODIFIED

LIVING ROOM

New stair rail and post

EXISTING

DRESSING

Verify existing flush beam and consult with Architect Provide minimum 5-1/4 x 11-7/8 ML flush

tin Dn 15R

±4'-6"

Ref.

Existing 2 x 12 @ 16" O.C. floor joists above

FOYER

3'-6"

Existing T.O.

Existing 2 x 12 @ 16" O.C. floor joists above

F do lip e or xis

1" 2'-22 Up 15R

Arched ceiling Align

2 A-14

U.C. Wine

1" 3'-72

8 2'-0"

POWDER ROOM

C.H. 9'-0"

New Closet

EXISTING

Verify existing (3) 2 x 12 flush and consult with Architect

Hooks

EXISTING

Verify size for casing detail to match foyer trimmed opening New 3-1/2 x 9-1/4 ML header A Align

New 3-1/2 x 11-7/8 ML flush MODIFIED

MODIFIED

HALL

MUDROOM 1" 5'-22

Align

1" 52

1" 62

Ref.

T.O.

Verify existing (3) 2 x 12 flush and consult with Architect

Oven

EXISTING

BEDROOM

NEW

2'-8"

PANTRY

GALLERY

Arched ceiling New 3-1/2 x 9-1/4 ML header Display

3" 3'-24

D.W.

3 A-14

Align w/ existing wall

New W 8 x 24 dropped - Provide 38" web stiffeners both sides below W12 x 96 and above steel column

Eq.

D 1" 62

EXISTING

1" 5'-62

4'-0"

1" 104

4'-6" New 3-1/2 x 9-1/4 ML header

Display 3" 10'-114

T.O.

1" 62

New 5-1/4 x 9-1/4 ML header

1" 92

1" 62

opening beyond

Verify existing header and consult with Architect - provide minimum 3-1/2 x 9-1/4 ML

New 5-1/4 x 11-7/8 ML flush Dn EXISTING

EXISTING

BATHROOM

Alcove

Existing 2 x 10 @ 16" O.C. floor joists above

29'-8"

First Floor to Ridge

8'-3"

Finished Floor to Finished Ceiling

New skylight

7'-11"

Window Head Height

8'-11"

Finished Floor to Finished Ceiling

Second Floor

First Floor Existing railing and terrace to remain Existing crown, fascia, and trim to remain

±18'-2" New 'Norwood' french doors

Addition within existing loggia

New fiberglass columns (typ.) Existing windows to be reused in new addition Alternate: New Norwood windows. See window schedule

3'-0"

3'-6"

1'-8"

'-5

1'-8"

Spring Point

7'-6"

Door Height 5'-10"

Radius

Halll Beyond

A '0:&3

1 A-13 SCALE: 1/2" = 1'-0"

C '0:&3

1 A-13 SCALE: 1/2" = 1'-0"

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44 Silver Lake Drive Rosen Kelly Conway Architecture & Design Under Construction

Associate Designer, Lead Draftsman 44 Silver Lake in Summit, NJ is one of many new house designs that Rosen Kelly Conway has completed throughout the city. As the first new house design I was apart of since joining, 44 Silver Lake is special to me because I have had an active role in every phase of the project. This project had an unusual beginning, as we were hired to complete an addition/renovation by a new homeowner who was moving into town. I measured and documented existing conditions and had a large role in the schematic design and construction drawings phases. As we were completing the construction drawings, we were simultaneously receiving bids from general contractors who were interested in building the project. It was at this time that myself and the lead architects met with the client to discuss the advantages of demolishing the existing home to build a new one. We all decided that in order to achieve all of the clients needs, that was the best route to go, so we partially began anew by adapting the current construction drawings back into schematic drawings that reflected a new house construction. The challenges that this project presented were unique because of the small lot that 44 Silver Lake provided. Located in Summitâ&#x20AC;&#x2122;s R15 zone, we were trying to achieve the largest possible footprint of the house without triggering a variance. The site is also located on a steep grade since we are located in the mountainous side of town, so we needed to be careful of our height to grade and number of stories. In order to conform to these constraints, a steel structure grid with metal decks was needed in the first floor structure, and a carefully designed third floor dormer needed to be under a certain ceiling height. These details were carefully thought-out and drawn with extreme precision in order to ensure 100% accuracy during construction. I am currently visiting the project site often to oversee the construction process, and am excited to see the built-form take shape. Auto-Cad, MS Excel, MS Word

63'-10" 4"

63'-6"

EQ.

6'-9"

EQ.

3-1/2 x 5 x 38 steel lintel connected to header 5-1/4 x 14 ML header

EQ.

1'-6"

EQ.

8'-0"

1'-6"

13 A-20

1'-9"

7'-2" 1" 13'-52

18'-021"

11"

8'-8" 5'-0"

9" 1'-0"

6'-6"

5'-0"

35'-5"

22'-11"

3'-8"

1'-4" 1" 8'-22

1" 6'-02

T.O.

1" 8'-22

1" 10'-42

LIBRARY/ OFFICE 3 A-16

A B

3'-1"

FFHB 5-1/4 x 9-1/4 ML dropped

5-1/4 x 9-1/4 ML header

3" 1'-5"

16'-8" 1" 15'-92

beyond

ȭDoor

1'-0"

8'-9"

1" 62

1" 10'-52

2'-6" C.H. 9'-3"

DN 2R

5-1/4 x 9-1/4 ML dropped

2 A-11

14'-11"

Proposed plumbing waste line route Mail slot 16

2 x 10 @ 16" O.C. ceiling joists above 5-1/4 x 9-1/4 ML dropped

Rip down joists under tiled area to align floor above with adjacent hardwood floor

12 12

1" 42

2'-2"

1" 6'-72

1" 3'-102

5-1/4 x 9-1/4 ML header

1" 7'-112

10'-3"

2'-6"

3-1/2 x 9-1/4 ML header ȭ Front door EQ. EQ. ȭ Portico 5-1/4 x 9-1/4 ML flush

1" 72

1'-8"

1'-4"

4" 3'-8"

2'-0"

1 A-11 Buff yellow firebrick firebox interior, herringbone pattern (1-1/4 x 9 brick size). Provide gas starter - Location for controls to be coordinated with Owner.

5-1/4 x 9-1/4 ML header

2'-11"

DN 6"

1-3/4 x 8-1/2 ML @ 16" O.C. second floor joists above - Rip down joists in bathroom to align tile floor with adjacent hardwood floor - Double floor joists under bathroom

12 12

3-1/2 x 5-1/2 ML flush 2 x 6 @ 16" O.C. landing joists above

2'-0"

3" 1'-0" 1'-10"

5" 3'-0" 1'-0"

1'-0"

(2) 1-3/4 x 9-1/4 ML w/ (1) 1/2" steel plates flush

14'-3"

8'-8"

1 C A-16 3-1/2 x 5-1/4 ML raised beam for stair A height clearance 3-1/2 x 5-1/4 PSL post w/ 'Simpson' post cap - see Post and Header note. 5-1/4 x 9-1/4 ML header 1-3/4 x 9-1/2 ML @ 16" O.C. second floor joists above

11'-9"

5-1/4 x 9-1/4 ML header

3'-0"

FOYER

FRONT PORTICO

3-1/2 x 5-1/4 PSL post w/ 'Simpson' post cap see Post and Header 12'-8" note.

1" 42

FAMILY ROOM

Closet

C.H. 9'-0"

5-1/4 x 9-1/4 ML dropped

1" 8'-42

B 1 A-18

1-3/4 x 9-1/2 ML @ 16" O.C. second floor joists above DN 25 6"

1" 42

3'-0" 421" T.O.

4'-8"

3'-5"

DINING ROOM

3'-8"

3'-8" 421"

T.O.

5-1/4 x 9-1/4 ML header

1" 62

5 A-18

1" 62

Dn 15R

4'-3"

1" 62

14'-11" 3-1/2 x 5-1/4 PSL post w/ 'Simpson' post cap - see Post and Header note.

3'-6"

1" 1'-102 1" 3-1/2 x 9-1/4 ML flush 62 3-1/2 x 5-1/4 PSL post w/ 'Simpson' post cap - see Post and Header note. 3-1/2 x 9-1/4 ML flush 1" 62 14'-11"

6'-3" Up 16R

3-1/2 x 9-1/4 ML flush Stair stringers to be located within wall

7'-0" P.H.

(3) 1-3/4 x 9-1/4 ML w/ (2) 1/2" steel plates flush

3'-6"

10"

10'-3"

14'-7"

16'-9"

4'-0"

2'-2"

1" T.O. 42

3-1/2 x 9-1/4 ML flush

2'-11"

L.C.

C 5-1/4 x 9-1/4 ML header

FRONT PORCH

Pantry Speed Single Cab. Oven Oven 3-1/2 x 9-1/4 ML flush

U.C. Ref.

1'-0"

Freezer

3'-0"

2 A-16

A 1-3/4 x 9-1/2 ML @ 16" O.C. second floor joists above 4'-9" 6'-0"

2 x 10 @ 16" O.C. ceiling joists above

5-1/4 x 9-1/4 ML dropped

1" 4'-72

1" 2'-32 3'-9"

(3) 1-3/4 x 9-1/4 ML w/ 3-1/2 x 5-1/4 PSL (2) 1/2" steel plates flush post w/ 'Simpson' Steel column - see steel post cap - see Post column note and Header note. (3) 1-3/4 x 9-1/4 ML w/ (2) 3/8" steel plates flush 1" 1 11'-62 3'-0" 42"

2 Dove Design 6'-6" Studio U.C. Ice

1" 6'-02

W8 x 28 flush steel beam

1" 7'-32 1" 1'-52

Broom

1" 42

1-3/4 x 9-1/2 ML @ 16" O.C. second floor joists above

1'-8"

8'-3"

1" 9'-72

2 A-18

BUTLER'S PANTRY 41"

3 A-11

1-3/4 x 8-1/2 ML @ 16" O.C. second floor joists above - Rip down joists in bathroom to align tile floor with adjacent hardwood floor - Double floor joists under bathroom

621" C

BREAKFAST AREA B

3'-8"

5'-1"

OFFICE

5'-6"

1'-0" Wine Ref.

1" 3'-102

1" 62

Ref. Drawers

1'-9"

5-1/4 x 9-1/4 ML flush 12 3-1/2 x 5-1/4 PSL post w/ 'Simpson' post cap - see 1 Post and Header note. 14'-12"

Ref.

6'-3"

Bulk Pantry Dove Design Studio

1" 1" 9'-42 62 5-1/4 x 9-1/4 ML header

8'-7"

4 A-18

1" 3'-72

C 5'-9"

29 1'-0"

3'-0"

7'-4"

7'-0" 1" 42

Cab.

1-3/4 x 9-1/2 ML @ 16" O.C. second floor joists above 1'-3"

2 x 8 @ 16" O.C. roof rafters

30 3'-4"

B New 3 x 8 ledger

41'-8"

7'-9"

POWDER ROOM

2 A-17

3-1/2 x 5-1/4 PSL post w/ 'Simpson' post cap - see Post and Header note.

1" 1'-102

4'-2"

TP A

D.W.

5-1/4 x 9-1/4 ML header

1" 20'-112 Proposed plumbing KITCHEN waste line route Dove Design Studio Rip down joists under tiled area to align floor above with adjacent hardwood floor

PANTRY Dove Design Studio

1 5'-9" Furn. 62"

5-1/4 x 9-1/4 ML header

25'-7"

37'-8"

7'-9"

3-1/2 x 5-1/4 PSL post w/ 'Simpson' post cap - see Post and Header note.

D.W.

Hooks

1" 62

8'-0"

1-3/4 x 9-1/2 ML @ 16" O.C. second floor joists above

1" 10'-52

3 A-18

T.V. above

Hutch

1" 62

5'-0"

DN 6" 5-1/4 x 9-1/2 ML header 5-1/4 x 9-1/2 ML flush

DN 4"

4 x 6 post

DN 6"

1" 2'-82

Steel column - see steel column note E FFHB

4 x 6 post

2 x 10 @ 16" O.C. ceiling joists above

1'-2"

C.H. 9'-0"

2'-6"

1'-0" 5"

REAR PORCH

4'-721"

2 x 10 @ 16" O.C. ceiling joists above

1" 6'-02

DN 5R

5-1/4 x 9-1/4 ML dropped

Bay window cantilever framing: connect 3-1/2 x 9-1/2 ML flush beam below window sill to full height post with Simpson steel angle or custom steel angle

5-1/4 x 9-1/4 ML dropped 1-3/4 x 8-1/2 ML @ 16" O.C. second floor joists above Rip down joists in bathroom to align tile floor with adjacent hardwood floor - Double floor joists under bathroom

12'-10"

4'-0"

ȭ .LWFKHQ ZLQGRZV 5-1/4 x 9-1/4 ML dropped

6" 1'-0"

7'-4"

10'-1"

19'-5"

3'-8"

7'-7" 1" 4'-42

3'-0" TV above

2'-4"

6'-2"

9'-5"

1'-0"

4'-0"

1" 4'-112

16'-8"

14'-4"

1" 14'-12

1" 4'-112

1" 18'-12

1" 3'-112

1" 13'-52

11"

1'-5" EQ.

1'-9"

EQ.

8'-0" 16'-8" 1" 18'-02

10'-8"

33'-10" 1" 16'-82

1'-3"

1" 46'-92 63'-6"

63'-10"

63'-10" 1" 13'-32

1" 18'-22 2'-4"

14'-4"

1'-9"

7'-0"

Typical foundation See wall section 1/ A-11

Window well

8'-4"

7'-4"

33'-10" 1'-4"

10'-6" 63'-6" 63'-10"

1" 18'-12

4'-8"

6'-0" 6'-4"

41'-6"

35'-5" 4'-0"

Drain

1'-0"

2'-4"

2'-1" 6'-2"

2'-8"

Foundation shoe block See wall section with shoe block detail 6/ A-11 for foundation wall along right side of house to breakfast area/kitchen

U.C. Ref.

9'-10"

1'-9"

7'-4"

16'-9"

18'-6"

13'-1"

5'-8"

31'-11"

1'-3" 1" 62

D.W. Drawer

Steel lintel See schedule

13 A-20

1" 18'-12

Steel lintel See schedule

GAME AREA

Steel ladder, see window well note

1" 15'-82

Window well Drain

W10 x 60 top flush

Poured concrete lintel See detail

1'-0"

Portico above

1" 2'-112

Metal deck Sump pump

See metal deck notes

Steel column C - see steel column note Provide 1/2" web stiffener on steel beam under column connection Storage drawers under stair landing See interior elevations

1" 11'-82

W10 x 39 flush

1 A-19

4 x 4 x 38 steel angle Wet Bar

A/V equipment in closet Coordinate with A/V consultant

Poured concrete lintel See detail

1'-8"

D C

2 x 6 @ 16" O.C. landing joists above 1" 14'-02

1" 28'-82

2 A-11

W10 x 30 flush

EXERCISE AREA

7'-1"

Steel column B - see steel column note W14 x 26 top flush

3'-0"

Stair stringers to be located within wall

1-3/4 x 8-1/2 ML @ 16" O.C. first floor joists above - Rip down joists under tiled area to align floor with adjacent hardwood floor W14 x 26 top flush

Dn 6"

Steel column B - see steel column note

14'-8"

3-1/2 x 9-1/4 ML flush Steel column A - see steel column note 5 A-11

7 x 9-1/4 ML flush 1-3/4 x 9-1/2 ML @ 16" O.C. first floor joists above

3'-8"

1" 62 TV above

1" 3'-102

1" 8'-32

TV above

RECREATION AREA C.H.

Buff yellow firebrick firebox interior, herringbone pattern (1-1/4 x 9 brick size). Provide gas starter - Location for controls to be coordinated with Owner.

1'-8"

C.H. 8'-0"

3'-6"

1" 62

3'-1" 6'-5" C

1" 62

Elec. Panels

Provide 1/2" web stiffener on steel beam under column connection 1" HVAC8'-3 1"H.W.H. 62 2 1" 11'-82

2'-11"

14 A-20

TP 1" 62

1-3/4 x 9-1/2 ML @ 16" O.C. first floor joists above

Steel column B - see steel column note

1" 42 A

4'-6"

Provide hand-held shower head

Niche

1 B 8'-32"

Steel lintel See schedule 1 A-11

A 1'-8"

2'-8"

1'-4" 2'-0" 3'-0"

Up 15R

4'-5"

W10 x 30 flush 3-1/2 x 9-1/4 ML flush 5'-8"

Dn 2R

Poured concrete lintel See detail

6'-4"

7'-9"

Window well

Steel column B - see steel column note 7 x 9-1/4 ML flush

C.H. 8'-0"

7'-11"

1" 42

6'-10"

W10 x 30 flush

1" 32 4'-2"

1" 72

13'-2" 1" 102

HALL

F.D.

L.C.

MECHANICAL/ STORAGE AREA

W14 x 26 top flush

Drain

1" 62

1" 3'-22

3-1/2 x 9-1/4 ML flush

BATHROOMTB

1" 1'-72

W10 x 22 flush

1" 62 6'-5" 2 A-19

20'-11"

Metal deck

6 D

20'-5" W8 x 67 flush

1-3/4 x 9-1/2 ML @ 16" O.C. first floor joists above

1" 28'-42

1-3/4 x 8-1/2 ML @ 16" O.C. first floor joists above - Rip down joists under tiled areas to align floor with adjacent hardwood floor - Double floor joists under pantry and powder room 34'-0"

EQ.

LAUNDRY

22'-3"

See metal deck notes

1" 6'-02

Storage Closet

Cab.

9'-2"

Steel column B - see steel column note

GARAGE

Steel column A - see steel column note 1" 2'-32 1'-11"

3'-6"

W14 x 53 top flush Poured concrete lintel See detail

1" 5'-92

MUDROOM

W10 x 77 flush steel beam- see steel beam notes

1'-8"

1" 42

1" 13'-12

1" 62

3 A-19

1" 62 3'-7"

F.D.

Coat Closet

1" 2'-72

Dn 6"

C.H. 8'-6"

Provide 1/2" web stiffener on steel beam under column connection

1" A 9'-32

W10 x 22 flush

1" 62

1" 3'-12

1" 3'-22 Lockers with bench

9'-2"

1" 5'-02

1-3/4 x 9-1/2 ML @ 16" O.C. first floor joists above Double floor joists under island counter

ȭ Mudroom Door ȭ Fireplace

Ceiling mounted gas fired unit heater above

W8 x 24 flush

1-3/4 x 9-1/2 ML @ 16" O.C. first floor joists above - Double floor joists under range

1" 11'-12

3 A-11

1" 2'-42

Provide rod and shelf A

1'-4"

Drain 10"

2'-2"

3'-6"

1" 5'-72

Metal deck

Foundation shoe block See wall section with shoe block detail 6/ A-11 for foundation wall along rear of house from breakfast area/kitchen to library/office

Window well

1" 6'-82

1-3/4 x 8-1/2 ML @ 16" O.C. first floor joists above - Rip down joists under tiled areas to align floor with adjacent hardwood floor - Double floor joists under pantry and powder room

EQ. C.H. 8'-9"

1" 5'-112

2 x 8 @ 16" O.C. joists above

1" 3'-72

W12 x 40 dropped - see steel beam notes

3 x 8 ledger

2 x sub fascia

M.O.

18'-4"

25'-7"

37'-6" 40'-6"

1" 5'-72

4" 4" 4"

3-1/2 x 5 x 38 steel lintel connected to steel beam

1" 5'-112

Poured concrete lintel - See detail Bay window above

Proposed plumbing waste line route 1" 9'-92 1'-4"

Steel lintel See schedule

Typical foundation See wall section 1/ A-11 Steel lintel See schedule

W14 x 26 top flush

Steel bearing plate - See steel beam notes

Bike Storage

3'-0"

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

1" 1'-72 4"

1" 3'-72

1" 5'-112

1'-8"

Provide (3) 3/4" adjustable plywood shelves in closet spaced 24" apart and 36" from floor

See metal deck notes

Poured concrete lintel See detail

2'-8"

1" 2'-92

15'-5"

Steel lintel See schedule

16'-8"

1" 7'-52

11'-9"

4'-3"

6'-0"

T.O. 10'-7"

1" 4'-112

1" 2'-82

1'-4"

63'-6" 2'-0"

1" 5'-92

22'-0" 1" 4'-02

4'-7"

4'-9"

16'-8"

1" 4'-02

4'-7"

Slope 5'-4"

55 6'-8" P.H.

5'-7" P.H.

Roof rafters above - see roof plan

1'-1"

6'-7"

3'-8"

35'-5"

Bottom flush beam see roof plan for size

Header above- see roof plan for size

Master Bedroom ceiling below 6'-6" P.H.

2 x 8 @ 16" O.C. ceiling joists above

1'-8" 1" 42

Bottom flush beam see roof plan for size

4'-1"

Dn 16R

Up 2'-0"

1" 17'-102

20'-5"

4'-0"

1" 6'-92

L.C.

Up 2'-0"

Bottom flush beam see roof plan for size

1" 3'-62 3'-6"

1'-1"

11'-7"

1" 52 1'-11"

W.I.C. Header above- see roof plan for size

4'-1"

1" 1'-32

2 A-11

12 12

BEDROOM

Cab. 1" 4'-22

1" 3'-72

2'-8"

2'-0"

C.H. 1" 7'-0" 3'-52

Niche 8"

25'-7"

Bottom flush beam see roof plan for size

1" 4'-62

1" 7'-22

35'-5"

Shower 2'-6" x 5'-4"

6'-8" P.H.

1 A-11

12 12

1" 15'-02 of 7'-0" ceiling

1" 62

5'-4"

3'-0"

5'-0" R.H. 6'-8" P.H.

1" 10'-12

BATHROOM

Bottom flush beam see roof plan for size

2 x 8 @ 16" O.C. ceiling joists above

1" 8'-102

A TP

9'-11"

16 A-20

2'-0"

TB MC

5'-4"

9'-8"

3'-0"

ȭ Windows below

1" 5'-52

ATTIC STORAGE Provide 3/4" plywood floor and gypsum wall board - see finish notes 5'-0" R.H. 3'-0" R.H.

13 A-20

1" 13'-52

16'-8" 1" 16'-82

16'-8"

1" 46'-92 63'-6"

63'-6" 1" 35'-72

16'-8"

1" 6'-112

1" 10'-02

5-1/4 x 9-1/2 ML header

(2) 2 x 6 post

3'-8"

below

9'-8" 6'-0" 5'-4" 35'-5"

6'-0" below

ȭ Window

EQ.

C.H. 9'-0"

A H

1'-4" G

4 x 6 post

(2) 2 x 6 post

20'-5"

5-1/4 x 9-1/4 ML header

15 A-20

ȭ Window below

1" 3'-112

1" 16'-72

MASTER BEDROOM

1" 10'-52

14'-11" 1-3/4 x 9-1/2 ML @ 16" O.C. attic joists above

5-1/4 x 9-1/4 ML header 7'-5"

2'-0"

ȭ Window 1'-4"

7'-321" 1" 62

5'-121"

Cab. 3'-6" 1'-8" 1" 42

Cab.

4 x 6 post

ȭ Bedroom ȭ Windows

39 621"

Closet Cab. C

6'-7"

Cab.

Shoe Cab.

Hook 1" 42

4 A-17

3'-0"

2'-10"

11"

2 A-11

12 12

4'-8"

1'-0"

7'-5" TB

3'-6"

1" 4'-22 41

BATHROOM

4'-7"

1" 42

HALL 42

Linen B

3'-0"

1" 2'-02

3'-5"

1" 62

EQ.

Up 16R

1" 1'-42

4 A-17

2 x 10 @ 16" O.C. roof rafters

1" 7'-102

4'-6"

12 12

W.I.C.

1 A-11

3'-0" TP

5'-0"

5-1/4 x 5-1/4 PSL post w/ 'Simpson' post cap - see Post and Header note.

Niche

3'-0"

9'-5" TB

18 A-20

40 A

1" 42

1'-4" 2'-7" 3'-6"

3'-6" C.H. 9'-0"

ȭ Hall

C.H. 11" 9'-0" 2'-8"

D 3'-7"

1" 3'-72

Cab. 1" 42

12'-10"

5-1/4 x 9-1/2 ML header

4 x 6 post 5-1/4 x 9-1/2 ML header

2 x 10 @ 16" O.C. roof rafters

13 A-20

ȭ Windows below 1" 7'-112

Cab.

F G (2) 2 x 6 post

4 x 6 post

8'-9"

Cab.

3'-6"

2 x 12 ridge beam

2 x 10 @ 16" O.C. roof rafters

BEDROOM

4'-7"

1'-7"

GEORGE'S H

1" 7'-22

below

ȭ Window

Cab.

HALL

5'-9"

1'-4"

3'-221"

2'-9"

Bookshelves Tempered 3 x 12 ledger

1" 42

43 3-1/2 x 5-1/4 PSL post w/ 'Simpson' post cap - see Post and Header note.

3-1/2 x 9-1/4 ML flush

1" 8'-102

5'-521"

5'-11"

3'-6"

3'-1"

Window Seat/ Daybed 4'-9" P.H.

2'-4"

13'-0"

1" 62

4'-8"

5-1/4 x 9-1/4 ML flush 3-1/2 x 9-1/4 ML flush

(3) 1-3/4 x 9-1/4 ML w/ (2) 1/2" steel plates flush 1" 16'-22

10'-9"

61"

W.I.C.2 1'-0"

Dn 16R

3-1/2 x 9-1/4 ML header L.C.

6'-0" P.H.

621"

HALL

8'-2" P.H. 4'-61" 2

5 A-17

2'-8"

4'-0"

1-3/4 x 9-1/2 ML @ 16" O.C. attic joists above TB 9"

MASTER BATHROOM

Rain head Niche

34'-8"

3-1/2 x 9-1/4 ML flush

BEDROOM

1-3/4 x 9-1/2 ML @ 16" O.C. floor joists above

Shower 5' x 3'-8"

(3) 2 x 10 flush

1'-8"

MC 14'-11"

Bottom flush beam see roof plan for size

621" TB

W.I.C.

4'-4"

Linen

2'-0"

Island 2' x 4'

5-1/4 x 9-1/4 ML header

1" 2'-62

CHARLOTTE'S

1" 62

4'-0"

3 x 12 ledger

Bearing wall above provide solid 2 x 10 Bench blocking 10'-73 4" 5-1/4 x 9-1/4 ML flush

1'-6"

3 A-17

1" 41" 62 3'-3" 2

B 7'-621"

1-3/4 x 9-1/2 ML @ 16" O.C. floor joists above

C.H. A 9'-0"

1" 42 TB

4'-0"

48 6 A-18

3-1/2 x 9-1/4 ML flush

Cab.

1" 13'-12

BATHROOM

1-3/4 x 9-1/2 ML @ 16" O.C. attic joists above C.H. 1" 6'-92 8'-0"

1" 4'-92

VIRGINIA'S

BEDROOM

2'-5"

1'-6"

TB 4 x 6 post

1" 62 7'-10"

1" 3'-52

5'-0"

7'-0"

Niche

3" 13'-64 5-1/4 x 9-1/4 ML flush

1" 49 3'-9 1" TB 1'-112 2 GIRLS'

5'-1121"

5'-2"

1" 42

5'-8"

3'-9" 1-3/4 x 9-1/2 ML @ 16" O.C. attic joists above 1" 16'-102

7'-10"

25'-7"

Linen

2'-10"

11"

11'-7"

5'-1121"

35'-5"

2'-0" 421"

3'-1"

1" 2'-72

5'-5"

5'-7"

2'-721"

5'-11"

2'-0"

3 A-17

1'-3"

8'-1021"

5'-2"

2'-0"

Cab. 1" 42

1" 42

Cab. 1" 5'-12

Rip down joists under tiled area to align floor above with adjacent hardwood floor

5-1/4 x 9-1/2 ML header 4 x 6 post

4 x 6 post

5-1/4 x 9-1/2 ML header (2) 2 x 6 post H

3 x 12 ledger

ȭ Doors below

2 x 10 @ 16" O.C. roof rafters

5-1/4 x 9-1/2 ML header H

EQ.

ȭ Doors below

2 x 10 @ 16" O.C. roof rafters

421"

1" 3'-102

2 x 10 @ 16" O.C. roof rafters

ȭ Windows below

3 x 12 ledger

EQ.

6'-9"

10'-10"

1" 6'-112

4'-11"

1" 1" 1" 62 62 5'-12 2'-4" 1" 2'-52 4"

1" 11'-22

EQ.

ȭ Window ȭ Gable above ȭ Windows below

EQ.

ȭ Window ȭ Portico below ȭ Front door below EQ.

1" 13'-52

16'-8" 1" 16'-82

1" 46'-92 63'-6"

ȭ Window ȭ Gable above EQ.

EQ.

16'-8"

Slate roof - See spec.

Min.

3'-0"

Continuous ridge vent

Stone chimney cap w/ clay pot

4" brick veneer chimney

Finished Floor to Finished Ceiling

7'-0"

1'-4"

Continuous ridge vent (typ.)

Brick gable detail 1'-0"

Wood or 'Azek' paneling

12 9

Gable-end overhang 9

Wood or 'Azek' pilasters 1'-0"

Slate roof - See spec.

Wood or 'Azek' rake and trim detail (typ.)

12 9

"Wrap" gable-end overhangs (typ.)

Third Floor

Second Floor

1'-0"

Wood or 'Azek' fascias and frieze (typ.)

1'-0"

Wood or 'Azek' casing and sill (typ.)

'Norwood' double hung windows

12 7

Bluestone wash

5/4 x 5 corner boards (typ.)

4" brick veneer Brick arches over masonry openings (typ.)

7'-6"

'Norwood' double hung windows 36" high metal railing Wood or 'Azek' 12" square column

Door Head Height

9'-0"

Finished Floor to Finished Ceiling

8" Clapboard (typ.)

'Norwood SlimLine Doors' (fixed)

Slate roof overhang

Recreation room

2'-8" Wood or 'Azek' 12" square column

Masonry platform with brick veneer and bluestone landing and treads

'Norwood SlimLine Doors' (fixed)

Approximate front walk

8'-0"

Antique glass side lites- see door schedule Masonry platform with brick veneer and bluestone landing and treads

Wood or 'Azek' crown, rake, fascia, and trim

Mudroom

Mudroom Garage slab

Driveway at garage

Window Head Height

Finished floor to Finished Ceiling

Decorative bracket

8'-0"

9'-2"

Finished floor to Finished Ceiling

Masonry window well with brick veneer and bluestone cap Provide hinged aluminum grate and steel ladder See window well note Proposed Grade (See Grading Plan)

Continuous concrete footing to bear on undisturbed soil minimum 3'-6" below grade

Recreation room

Driveway at front walk Step foundation

Shed dormer with low slope membrane roof

New 'Norwood' double hung window

1'-0"

1'-4"

7'-0"

"Wrap" brick veneer

1'-0"

1'-4" "Wrap" brick veneer

1'-0"

'Norwood' double hung window 5

1'-0"

7'-6"

Wood or 'Azek' 12" square column 'Norwood' double hung windows with new crown, casing, and sill (typ.)

Window Head Height

'Timberlane' cedar paneled shutters with operable shutter hardware and Acorn cutout 209 to be approved by Owner (typ)

1'-0"

1'-4"

New painted wood crown with copper drip cap, casing and sill (typ.)

1'-0" 7

Window Head Height

New wood or 'Azek' crown, fascia, and trim

Wood or 'Azek' 12" square column 'Norwood SlimLine Doors' (operable) 36" high metal railing

Decorative bracket

Slate roof overhang

9'-8"

Masonry platform with brick veneer and bluestone landing and treads

Garage door

Overhang Height

10'-2"

Finished floor to underside of first floor joists

1'-0"

First Floor

Garage slab

Half-round copper gutters and round leaders (typ.)

Copper conductor heads and leaders (typ.) 6" min.

7'-6"

Snow guards, 2 rows stagger at 16" O.C. up and down (typ.)

Window Head Height

29'-1"

First Floor to Ridge

9'-0"

Finished Floor to Finished Ceiling

'Norwood' double hung windows

Masonry platform with brick veneer and bluestone landing and treads Landscape design, retaining walls, walkways and driveway by Civil Engineer

Bottom flush ridge beams see plan for size

541"

321"

Eq. Eq.

Bent beam - see plan for size 3"

521"

Eq.Eq.

3" 3"

1'-8"

1'-017 32"

Eq. Eq.

1'-0"

1/4"

1/4" 3"

4 x 12 x 1/2 steel plate each side of post w/ (2) 1" Ă&#x2DC; A325 grade 5 bolts

Flush beam (see plan for size)

7" concrete slab & metal deck

6" step down to platform

Flash & counterflash where terrace meets house wall- min. 6" up face of wall 2 x top plate

3" bluestone & mudset

PL post - see plan for size

Deck to be 5" normal weight concrete (3,000 P.S.I.) with 'Xypex' admix with 4 x 4 - w2.9 x w2.9 wwf on 2" VLI - 18 ga. galvanized 'Vulcraft' metal deck & pour stop- concrete & metal deck = 7" (total @ perimeter of portico) (install 'Xypex' per manuf. instructions) - 'Kemper' membrane waterproofing system on entire slab - apply waterproofing up walls min. 8" (install per manufacturer's instructions) min 1/4" per foot slope

8" 'Icynene' insulation system applied to underside of metal deck & all sides of steel beams installed per manuf. recommendations provide gypsum suspension ceiling system by 'USG' or approved equal

Basement 4-1/2" 'Icynene' insulation system 5/8" gypsum board on 2 x 4 furring w/ 1" air space provide fire blocking @ 10'-0" max. horizontally between finished gypsum board and interior face of foundation wall for full height of wall w/ 2 x 6 (rip as req.) or (2) layers of 1" nominal lumber

2" thick nominal stone pavers on 1" mudset on 'Kemper' membrane waterproofing system on entire slab - apply waterproofing up walls min. 8" (install per manufacturer's instructions) - special care shall be taken to prevent damaging the sheet membrane during construction - coordinate flood test before installing pavers and mudset Apply 'Xypex' concentrate over end of slab and top course of brick- run sheet membrane waterproofing system over end of slab and 'Xypex'- caulk and seal overlap (install 'Xypex' per manufacturer's instructions) Grade

Connect post to slab w/ simpson post base- flash & counterflash @ posts

1'-0" 1'-4"

1/2" x 4" cont. steel plate over non-shrink grout with 1-1/2' x 3/16" x 7" long (+2" hk) strap anchor @ 3'-4" o/c into block voids grouted solid (2) 2 x top plate - provide fire blocking between air space and ceiling/ floor w/ 2 x 6 (rip as req.) top plate and blocking or (2) layers of 1" nominal lumber w/ broken lap joints Brick veneer - Owner & Architect to approve selection - secure all brick veneer with veneer wall ties @ (1) per square foot of brick Poured concrete foundation wall (see plan for size)

80 Prospect Street Rosen Kelly Conway Architecture & Design Pending Variance Hearing

Associate Designer, Lead Draftsman, Presentation Designer In conjunction with addition/renovation and new house projects, many times we need to achieve a variance from the city or township to continue our design work. At 80 Prospect, we are in the process of working to achieve multiple variances for a 1 story addition in the rear of the home. Over the past few years, we have worked on and completed a couple projects for the homeowners of 80 Prospect Street. When they moved across town to 80 Prospect, we first renovated all of the homes existing bathrooms as part of Phase 1. During this design process, we also designed a master plan of an addition that is to be built off of the right side of the house. It was helpful to design the final project then work backwards when completing the design of the phased work in order to ensure that the overall project was not to be redesigned as we progressed. From 2016 until this past summer, we designed and construction completed on phases 1 & 2 of the overall scope of the project. It was important that we also kept in mind that there is to be a future phase 3 addition for the rear of the home, which is the portion of the project we are currently in. In order to proceed with the design and construction drawings of phase 3, we first need to receive a variance from the city to allow us to keep going. The main issue is that the backyard of 80 Prospect is sunken down naturally based on the hilly terrain. Our new addition is to sit in the low-point of the yard, which triggers multiple variances, including building height and number of stories, even though we are not affecting the height of the existing house. The variance hearing is to be later this month. Auto-Cad, Rhinoceros, Illustrator, Photoshop, MS Excel, MS Word

Proposed window wells

Proposed Side Yard Setback

Proposed Walkway

Existing Side Yard Setback

Required side yard setback

Existing A/C units

Existing Driveway

Proposed Addition

Proposed driveway setback

Existing Driveway

152.00' N89°04'00"W

93.00' S89°59'00"E

15.0'

32.4'

19.5'

Existing Garage

2.0'

Portion of existing driveway to be removed

Stone wall by landscape architect

226.40' S0°07'00"W

Proposed window wells

Proposed Side Yard Setback

Proposed Porch and Covered Walk

Proposed A/C units - Provide dense screening

35.0'

60.0' Existing Driveway

Proposed Patio

15.0'

Required front yard setback

Proposed landscape landing and steps

67.7

Required side yard setback

123.5'

Existing front portico and steps

Existing 2-1/2 story frame dwelling

Existing masonry landing and steps

Existing Walkway

45.0' Existing Side Yard Setback

Proposed Front Yard Setback

13 N3 .86' 0°0 6'0 0

Existing Front Yard Setback

96.1

6' N

16°1

1'22

Required Front Yard Setback

Existing Driveway

35.0'

Existing Front Yard Setback

31.2'

Existing covered porch and steps

122.3

4' N12

°07'00

15' Side Yard Setback

UP 6R

EXISTING

DRIVEWAY

DRESSING 13' X 6'

BATHROOM 17' X 8'

BEDROOM 15' X 21'

DN 1R

W.I.C.

WALKWAY

ELEVATOR

13' X 8'

LANDING 5' X 13'

STAIR HALL HALL

DN 8R

HALL/ MUDROOM

5' X 12'

13' X 5' UP 8R

35' Front Yard Setback

GARAGE

STORAGE AREA Patio above

DN 2R EXISTING

TV ROOM

GYM

35' F

ront

UP 13R

Yard

DN 2R

Setb

ack BATHROOM

HALL

BEDROOM

EXISTING

UTILITY ROOM

15' Side Yard Setback EXISTING

DRIVEWAY

SINK

D.W.

MICRO.

REF.

DN 6R

OFFICE 15' X 8'

LAUNDRY

LIVING & KITCHENETTE - No stove

LANDING

BATHROOM

5' X 9'

20' X 23'

6' X 8'

WALKWAY ELEVATOR DN 7R

MID-LEVEL

LANDING DINING

6' X 12'

15' X 14'

DN 7R

COVERED WALK

DN 1R

COVERED PORCH

15' X 7'

11' X 11' DN 4R

DN 8R

DN 1R

FAMILY ROOM

35' Front Yard Setback

DN 1R

DN 2R

PATIO

DN 4R

LANDING

BREAKFAST AREA

6' X 13'

20' X 15' DN 1R

KITCHEN EXISTING

LIVING ROOM

35' F

ront

DN 13R

Yard

UP 13R

Setb

EXISTING

ack

FOYER

DN 1R

EXISTING

PORTICO

DN 5R

PANTRY

EXISTING

POWDER ROOM DN 7R

DN 1R

W.I.C. MUDROOM EXISTING

DINING ROOM

PORCH EXISTING

BUTLER'S PANTRY

136.86'

Existing Ridge

8'-8" 9'-6"

Finished Floor to Finished Ceiling

7'-5"

Gable-end overhangs - Match original details on main house (typ.)

Basement Slab to Finished Ceiling

Second Floor

Half round copper gutters & leaders

17'-6"

Finished Floor to Finished Ceiling

New wood rake board and trim to match existing (typ.)

Finished Floor to Finished Ceiling

31.5'

31.7'

Existing Building Height - Building Code

Proposed Building Height - Building Code

37.8'

38.0'

Existing Average Building Height

39.6'

Proposed Average Building Height to Proposed Ground Levels

Proposed Average Building Height to Existing Ground Levels

41.2'

Third Floor New painted cedar shingle siding to match existing on main house (typ.)

New 'Marvin' windows

4.3'

97.7'

Proposed Average Grade Plane

95.7'

Driveway

93.0'

First Floor Addition 100.5' 11.8'

Proposed Average Grade Plane Existing Average Grade Plane

New masonry foundation with stone veneer Proposed finished grade

8'-6"

First Floor Addition

99.1' 98.9'

First Floor

Lowest Existing Grade

New patio level

Finish Floor to Finished Ceiling

100.5'

House Floor to Addition Floor

First Floor Main House 104.76'

7.5'

5.9'

104.76' First Floor Main House

Basement

Existing grade line at the new addition Proposed finished grade and patio level

Basement

New landscape landing and steps

Existing masonry platform with brick veneer and bluestone landing and treads

Existing wood post and railing to match existing

New fiberglass shingle roof to match existing on main house (typ.) New 36" high wood rail New 10" round wood columns (typ.)

17'-6"

Finished Floor to Finished Ceiling

Half round copper gutters & leaders

New painted cedar shingle siding to match existing on main house (typ.)

House Floor to Addition Floor

4.3'

First Floor Main House 104.76'

First Floor Addition 100.5'

New masonry foundation with stone veneer

Proposed finished grade

8'-6"

New 'Marvin' wood french doors Finish Floor to Finished Ceiling

43.9'

Proposed Maximum Building Height to Proposed Ground Level

Proposed Maximum Building Height to Existing Ground Level

8'-0"

Average Height of Highest Roof Surface

Finished Floor to Finished Ceiling

Attic

130.6'

Basement

New patio level

New barn doors Existing grade line at the new addition

New masonry platform with bluestone landing and treads Existing wood post and railing to match existing Existing masonry platform with brick veneer and bluestone landing and treads New landscape landing and steps

New covered walkway with low slope copper roof Existing low slope copper roof

Existing window well

Professor: James Dart The India Primary School seeks to bring an education center to a rural neighborhood. Located adjacent to a river in Modasa, India, the site calls for a lightweight construction that emphasizes airflow. Due to the rural location of the site and the rustic community, it was strongly encouraged to use native building materials. The IPS was a completely hand-drawn project to emphasis the limited use of technology in the area. The design revolves around a modular shape that is applied to both classrooms and larger spaces. The module directs airflow through the spaces while allowing ample natural light in and shedding water out. The intent was to promote both interior and exterior learning environments. Hand-sketches, physical model-making

India Primary School New Jersey Institute of Technology Spring 2014

Professor: Anthony Schuman Urban graduate housing is a medium to high density, mixed-use student and visitor housing for one block in the University Heights district of Newark. It is intended as a place where graduate students, resident scholars, and visiting lecturers can live as part of a community. Working in groups, each member designed a building on the site. This building focused on studio apartments, one and two bedroom apartments, and duplexes, in conjunction with shared community spaces and retail space. Designed as a master plan of the block, my building was the primary residence hall. Designed with vertical and horizontal voids, the concept was to be sensitive to the low rise housing across the street by providing adequate light to the block. Each floor maximizes living spaces for each guest while providing them with living amenities and access to the public courtyard within the block and views to the city from the outer portions. Rhinoceros, Auto-Cad, Illustrator, Photoshop, Physical model-making

Newark Student Graduate Housing New Jersey Institute of Technology Fall 2013

Entry

Parking

Pedestrian Street

Entry

Cafe Terrace Cafe

Playground

Daycare

Water Collection Pond

Mart BACKYARDS A

Entry

Maintaining Street Line

Horizontal Void

Pushing Back & Extending Outwards

Vertical Voids

Typical Upper Floor Plan

Fifth Floor Plan

ROOF GARDEN

MEDIA

FITNESS

LOUNGE

TERRACE

Fourth Floor Plan

South Elevation

North Elevation

Perspective Section

Building Section

Professor: William Prince The Williamsburg Tower is a hybrid building that lifts the street and invites the public up and into the towers. Straddling the - line, three towers rise up on either side, giving the mass for a grade school and various housing apartments. The bottom of the building features a concourse that serves Williamsburg bus and train users, as well as the neighborhood, as they are invited through the towers via a ribbon-like concourse filled with music and art. The strong cultural ties encourage learning in both the school as well as the neighborhood, and the tower is intended to serve as the gateway to Brooklyn for people entering from Manhattan. Rhinoceros, Auto-Cad, Illustrator, Photoshop, Physical model-making

M3 Tower New Jersey Institute of Technology Spring 2015

Bus Terminal

School

Concourse

Housing

Concourse Diagram

Building Section

Lead Designer, Lead Draftsman, Associate Project Manager My current professional project consists of an addition/renovation of a smaller 3 bedroom home in Summit, NJ. The goal of the project is the expand in 3 directions on the first floor in order to enlarge the kitchen and provide a new family room and mudroom. On the second floor, a new master suite will be above the family room, and we will add a 4th bedroom over the new kitchen, greatly increasing the value of the home. We are being sensitive to the issue of building coverage in this design, but we are maximizing internal living spaces for a growing family and greatly improving the street appeal of this Dutch Colonial home. The project is currently in the schematic design phase and we are meeting with the client regularly. Auto-Cad

Current Project Rosen Kelly Conway Architecture & Design Schematic Design