Michael Wen Ｗorking Sample NYC 2025

Professional Practices

Professional Practice Working Sample

Harvest Church Extension

Location: Queens, New York Structure: RC Structure+Steel Structure Use Group: Residential, Commercial, and Community Facility

-Chih-Yu Wen-

-Portfolio-

Professional Project 2024 / Group work A&T Engineering P.E._ Architectural Designer Team: Robert Lin, May Ma, Freeman Kung, Chih-Yu Wen Contrubition: Construction Document and DOB Filing

Professional Practices

TERRACE

DN

ROOF FLOOR PLAN

-Chih-Yu Wen-

Scale: N

-Portfolio-

1

CLASSROOM 22' X 20'

CLASSROOM 16' X 18'

TV STUDIO 34' X 54'

36

CLASSROOM 16' X 18'

UP

RESTROOM 27' X 21'

CLASSROOM 22' X 16'

36 36

1

1ST FLOOR PLAN Scale: N

OFFICE 8' X 15'

OPEN

OPEN

Professional Practices

Professional Practice Working Sample

518 Atlantic Ave.

Location: Brookyln, New York Structure: RC Structure Frame +Steel Structure BULKHEAD T.O.S. Zoning Floor Area: +EL. 70.00 Ocupency Group: Residential, Commercial, and Community Facility

C2-4

ZONING MAP:

16c

LOWER DENSITY GROWTH MANAGEMENT ZONE

NO

1 STORY MASONRY

ZR35-651(a)

STREET WALL LOCATION

STREET WALL 70% WITHIN 8' OF STREET

STREET WALL 100% WITHIN 8' OF STREET

FIRE DISTRICT

YES

FLOOD HAZARD

X

ZR35-652(a) ZR23-662 (a) ZR23-662 (b) ZR23-662 (b)(1) ZR26-52 ZR23-662 (c)(1)

BASE HT.

QUALIFYING GROUND FLOORS: MIN. BASE HT = 40' MAX BASE HT = 65'

PROP. BASE HT: 40' = 40' (OK)

LANDMARK STATUS 004 FLOOR T.O.S. +EL. 40.00 CONS. CLASS:

I-B

MAX HT.

R6A QUALIFYING HOUSING MAX. 75'

PROP. 60'-0" < 75' (OK)

SETBACK

NOT REQ BELOW BASE HEIGHT ZR 35-652. 10 FEET ON WIDE ST

15' SETBACK AT BASE HEIGHT 40'

ZR35-51 ZR35-52 ZR23-462(c) ZR35-53 ZR23-47

FRONT

N/A

N/A

SIDE

NOT REQUIRED IF PROVIDE, MINIMUM 8'

N/A

REAR

MIN. 30'

WITHIN 100' OF CORNER. NOT REQUIRED

ZR23-22

MAX NO./ D.U.

MAX. # OF DWELLING =7818 / 680 =11.49 NO REQ.

PROP. 5 CLASS A APARTMENTS <11 (OK)

R6 LOT AREA<10,000 S.F. 50% PARKING PER D.U. MAX. # OF PARKING WAIVED 5

PROP. DU 5 x 50% = 3

C2-4 1 PER 1,000 S.F. OF FLOOR AREA, WAIVED IF LESS THAN 25 SPACES

REQ. 2,355 / 1,000 = 2 < 25 WAIVED

REQ. 40+75=115' /25' = 5 REQ.

PAY FIVE(5) STREET TREES TO TREE FUND

ZR28-12

REFUSE STORAGE

NOT REQUIRED FOR D.U. LESS THAN 9

PROVIDED AT CELLAR

ZR23-861

MIN. WINDOW DISTANCE

MIN. WINDOW TO ANY WALL, REAR OR SIDE LOT LINE = 25 FT

NO WINDOWS PROPOSED ON SIDE WALL.

ZR28-12

REFUSE DISPOSAL

N/A 12 S.F. PER STORY NOT REQUIRED FOR D.U. LESS THAN 9 PROP. D.U.= 5 < 9, NOT REQUIRED.

ZR28-13

LAUNDRY FACILITY

1 PER 20 DWELLING UNITS

ZR28-21

RECREATION

N/A 3.3% OF RES. AREA NOT REQUIRED FOR D.U. LESS THAN 9 PROP. D.U.= 5 < 9, NOT REQUIRED.

ZR28-31

DENSITY PER CORRIDOR RESIDENTIAL PARKING

11 UNITS PER PER VERTICAL CORE

10'-0"

PC1

PROP. DU 5 x 50% = 2.5 PARKING = 3 < 5 WAIVED

BICYCLE PARKING

RESIDENTIAL U.G. II: WAIVED, IF 10 DWELLING UNITS OR LESS

N/A RESIDENTIAL U.G. II: PROP. 5 < 10 D.U., WAIVED

ZR101-71

SIGN REGULATIONS

NO SIGN PROPOSED UNDER THIS APPLICATION

ZR101-721

HEIGHT AND SETBACK

STREET WALL OF ANY BUILDING SHALL BE COINCIDENT WITH STREET LINE FOR A MIN. HEIGHT ABOVE CURB LEVEL OF 16' AND, IN A C2-4 R6A, A MAX HT 50' OR, IN A C2-4 R7A, A MAX HT 60'.

ZR101-733

THE FRONT WALL OF ANY DEVELOPMENT OR ENLARGEMENT, OR THE FRONT WALL OF ANY BUILDING WHERE THE HEIGHT OR WIDTH OF A STREET WALL IS PROPOSED TO BE INCREASED, SHALL BE BUILT TO COMPLY WITH THE FOLLOWING STANDARDS:

G1

PROP. 5-STORY RESIDENTIAL NEW BUILDING

33'-6" G4

G1

G2

G1

G1

G1

G1

G1

PLANTING PIT

P8

P9

G2

BUS STOP

1

G3

G1

G1

G1

G1 PROJECT

G3

5 STORY MIX USE DEVELOPMENT PROJECT LOCATION:

518 ATLANTIC AVENUE BROOKLYN NY 11217 SEAL AND SIGNATURE

TOP OF 4TH FLOOR P10

RESIDENTIAL ENTRANCE

PC2

P12

40.00'

COMMERCE ENTRANCE

P14

OWNER

JAMES AND SELINA

ADDRESS

518 ATLANTIC AVE BROOKLYN NY 11217

No.

P11

D1

DESCRIPTION

P13

D1

DATE

D1

TWO WAY 3 001 FLOOR T.O.S.+EL. 38.28 BASE PLANE

(a) THE FRONT WALL SHALL EXTEND ALONG THE FULL LENGTH OF THE ATLANTIC AVENUE STREET LINE. IT MAY BE INTERRUPTED AT THE GROUND LEVEL BY ENTRANCES OR EXITS FOR OFF-STREET PARKING CEL FLOOR T.O.S. FRONT WALL RECESSES LIMITED TO 25% OF THE FRONT WALL +EL. -10.00 THE DEPTH OF SUCH RECESSES SHALL NOT EXCEED 3 FEET. NO RECESSES ARE PERMITTED WITHIN 20' OF THE INTERSECTIONS OF TWO STREET LINES FORMING AN ANGLE OF 100 DEGREES OR LESS. WINDOWS AREA MIN. 35% OF THE WALL

G2

PROP. 5 D.U. PER VERTICAL CORE < 11 D.U. (OK)

R6 LOT AREA<10,000 S.F. 50% PARKING PER D.U.

(a)

P16

5

G2

G1

CLASS: I-B USE GROUP: R-2

N/A PROP. D.U.= 5 < 20, NOT REQUIRED.

MAX. NUM. OF PARKING WAIVED 5

ZR25-23 ZR25-241 ZR25-261

G1

60'-0"

002 FLOOR T.O.S. +EL. 20.00

PC4

G2

COMMERCE ENTRANCE

STREET TREES

G4

15'-0"

ZR23-03 ZR26-41

DU = 3 < 5 WAIVED

55.00'

ZR36-231

ZR36-21

003 FLOOR T.O.S. +EL. 30.00

N/A

REQUIRED ACCESSORY OFF-STREET PARKING SPACES

ZR25-261

G1

P15

TOP OF BULKHEAD

40'-0"

ZR25-241

MIN SIZE/D.U.

20.00' PC3

G2

PLANTING PIT

1

10'-0"

ZR35-40

N/A

TOP OF 4TH FLOOR

PLANTING

20'-0"

ZR23-23(c)

5

26'-0"

TOP OF 1ST FLOOR

BALCONY @3RD

(37.47+37.64+38.02+38.29+38.54+39.07 ) / 6 = 38.28

13'-10"

DN

26'-4"

BASE PLANE

60.00'

20'-2"

TAX LOT 7502 CONDOMINIUMS 5 STORY MASONRY BRICK FACE

COMPLIES

188-06 NORTHERN BLVD 1ST FL QUEENS, NY 11358 Tel: 718.340.3818 Fax: 815.846.4059 ATCORPNY@GMAIL.COM

G1

ENGINEERING / ARCHITECTURE

ATLANTIC (100' WIDE) AVENUE

R6A ZONING: 005 FLOOR T.O.S. ZONING OVERLAY: +EL. 50.00

G1

TRAFFIC

PROP. F.A.R.: 2.30+0.69 = 2.99 < 3.00 (OK)

G1

TWO WAY

TOTAL MAX. F.A.R = 3.00

W1

G1

COMMERCE ENTRANCE

302

G1

COMMERCE ENTRANCE

26

3429984

CBN:

G1

75.00'

LOT:

BIN:

C2-4 IN R6A PROP. F.A.R.: 2,355 / 3,400 = 0.69 < 2.00 (OK)

A & T E N G I N E E R I N G P. C. G4 8 STORY MASONRY W1 NO. 512 TAX LOT 19

10'-0"

185

50'-0"

BLOCK:

ZR12-10

ZR25-811(a)

NTIC AVENUE SUBDISTRICT

518

C2-4 & IN R6A MAX. F.A.R. = 2.00

MAX. RESIDENTIAL LOT COVERAGE: R6A AT CORNER LOT = 100%

E

PROPERTY INFORMATION HOUSE #:

N 1

S

20.00'

ZR23-153 ZR23-156 (b)(1)

T.O.S. PROP. ROOF 5 STORY MIX USE BUILDING. +EL. CERTIFICATE 60.00 OBTAIN NEW OF OCCUPANCY

1A

E.L.38.02

3RD

TRAFFIC

(70' WIDE)

AVE

E.L. 39.07

EXIST CHARGING STATION

1

SITE PLAN Scale: 1/8"=1'-0"

APPROVAL STAMP

10'-0"

BLDG HEIGHT. STREET WALL AND SETBACK YARDS DENSITY PARKING QUALITY HOUSING REGULATIONS ON R6B (ZR35-011(b) & ZR ARTICLE II CHAPTER 8)

ZR23-15 ZR23-153 ZR33-121

W

1A

-Chih-Yu Wen-

-Portfolio-

LOT COVER/ OPEN SPACE

FLOOR AREA. FAR. TABULATION

ZR 35-10: THE PORTIONS OF A BUILDING USED FOR RESIDENTIAL USE ARE SUBJECT TO ARTICLE II CHAPTER 3 THE PORTIONS OF A BUILDING USED FOR COMMERCIAL USE ARE SUBJECT TO ARTICLE III CHAPTER 3 LOT 40 X 75 + 20 X 20 = 3400 SF ZR35-21 AREA R6A: 1,700 S.F. 18' LOT WIDTH 40.00' LOT WIDTH ZR23-32 /WIDTH R6A QUALITY HOUSING R6A QUALITY HOUSING PROP. F.A.R.: 7,818 / 3,400 = 2.30 < 3.00 (OK) MAX. F.A.R. = 3.00 ZR35-31

SCOPE OF WORK

PROP. MAX. BUILDING HEIGHT

COMPLYING CONDITIONS

10'-0"

ZONING REGULATION REQUIREMENTS

10'-0"

ZONING REF.

1A

6

4'-0"

ZONING ANALYSIS

4 2

EXISTING ADJ. 8-STORY MASONRY

5'-0"

Professional Project 2024 / Group work A&T Engineering P.E._ Architectural Designer Team: Robert Lin, May Ma, Freeman Kung, Chih-Yu Wen Contrubition: Construction Document and DOB Filing

1

ATLANTIC AVE ELEVATION Scale: 1/4"=1'-0"

DRAWING TITLE

Professional Practices

A A204

A A204 C A205

EXISTING ADJ. 1-STORY MASONRY

C A205

EXISTING ADJ. 8-STORY MASONRY

EXISTING ADJ. 1-STORY MASONRY 20'-21 8"

39'-97 8"

11'-6"

EXISTING ADJ. 8-STORY MASONRY 39'-97 8" A & T E N G I N E E R I N G P. C.

E.L.39.07

16'-0"

18R@ 7.0" 17T@11"

D A206

E.L.38.20

D7

18R@ 7.0" 17T@11"

WT1

E.L.38.28

DN 18R

6'-2"

D A206

3'-8"

UP 18R

3'-4"

3'-8"

1A

F1

ENGINEERING / ARCHITECTURE

E.L.38.80

19'-11"

6'-0"

2'-31 2"

2

5'-6"

D1

LULA BB 2017-008 BC FIGURE 3

1'-4"

5'-0"

0.5

2'-8"

LULA BB 2017-008 BC FIGURE 3

6'-0"

2

16R@ 7.5" 15T@9.5"

1A 3'-6"

AD

6'-7"

DN

18'-53 4"

STORM DETENTION TANK

2'-7"

0.5

%

SL

E OP

7'-5"

8'-33 4" D A206

3'-9"

1'-6"

2"

188-06 NORTHERN BLVD 1ST FL QUEENS, NY 11358 Tel: 718.340.3818 Fax: 815.846.4059 ATCORPNY@GMAIL.COM

%

2'-41 2"

-6"

3'-3"

79'

13'-6"

8'-81 8"

BH4 A402

BC 1006.2.1

EXITS APART DISTANCE: 75'-0" / 3 = 25'-0"

6'-0"

BC 1017.2

"

3'-8"

MAXIMUM: 200 FT

6'-6

0.3X58 = 17.4" < PROP.36" BC 1005.3.2

TRAVEL DISTANCE:

=2

EGRESS CAPACITY:

IT

/3

2H

F1

18'-6"

6

2

9'-33 4"

3'-8"

H GT EN

2

WT1

XL

D7

MA

3'-61 8"

1'-10"

E

U.G.: VI O.G.: MERCANTILE (2022 NYC B.C.) NET FL. AREA: 1,731 S.F. OCCUPANT LOAD FACTOR: 30 (BC1004.1.3) MAX. PERMITTED OCCUPANT: 1,731 / 30 = 58

4'-6"

7'-4"

ECNALUBMA "48x"42 REP SA REHCTERTS 2.4.2003 CBCYN

EXITS APART DISTANCE:

79'-6" / 3 = 26'-6"

BC 1006.2.1

7'-1"

24'-2"

5'-5" 4"

1'-0"

21'-97 8"

4"

CEL FLOOR PLAN

1'-4"

E

E

1

WT4 C A205

Scale: 1/4"=1'-0"

EIFS FINISH 4" R13 RIGID INSULATION 6" METAL STUD 5/8" GYP. BRD. E.F. R19 CAVITY INSULATION

NO FINISH. BETWEEN BUILDING SPACE 4" R13 RIGID INSULATION CONCRETE SHEAR WALL BEYOND

5'-0"

8'-2"

E.L.37.90

2'-6"

23'-31 8"

MAIL BOX

4" BRICK 1" AIR GAP 2" R13 RIGID INSULATION 6" METAL STUD 5/8" GYP. BRD. E.F. R19 CAVITY INSULATION

D1 D3

D2

E.L.37.47 2'-57 8"

11'-6"

E.L.38.02 2'-6"

11'-6"

2'-6"

APPROVAL STAMP

DRAWING TITLE

CEL-001 FLOOR PLAN

E.L.38.28 WT2

D1+M1+P1

1'-4"

E

WT3

39'-97 8" A A204

DATE

10'-3"

2

1'-0"

2

EXISTING ADJ. 4-STORY MASONRY

F2

6'-31 4"

8'-0"

DESCRIPTION

WT2

3'-10"

1'-0"

EIFS FINISH 4" R13 RIGID INSULATION 8" CMU

4" 1'-3" 7"

E

2

518 ATLANTIC AVE BROOKLYN NY 11217

UP30R

DISTA 39'-6" NCE BETW >26'-6 E " = OK EN TWO EXIT (79'-6 "/3)

8'-1" 6'-6"

E

FD

2

E

11'-0"

WT2

E

ELEC ROOM

JAMES AND SELINA

ADDRESS

No.

5'-0"

6'-0"

1A

E

1A

OWNER

30R@ 7.5" 29T@9.5"

WATER SERVICE ROOM

SEAL AND SIGNATURE

B A206

WT1 WT1

2

518 ATLANTIC AVENUE BROOKLYN NY 11217

61'-7"

5'-95 8"

LEGEND EXTERIOR WALL

1A

2'-6"

11'-8"

9'-10" 72'-2"

75'-0"

B A206

IT

F1

BC 1017.2

DN17R

2H

2

MAXIMUM: 200 FT

27'-01 8"

18R@ 7.0" 17T@11"

74'-10"

/3= 5'-0" LENG

B A206

TWO EX

BH4 A402

TRAVEL DISTANCE:

2

17R@ 7.0" 16T@11"

3 3

0.3X60 = 18" < PROP. 36" BC 1005.3.2

PROJECT

5 STORY MIX USE DEVELOPMENT PROJECT LOCATION:

D1

EGRESS CAPACITY:

2

EXISTING ADJ. 5-STORY MASONRY

3'-8"

3'-4"

29R@ 7.5" 27T@9.5"

REFUSE

E.L.38.18

1A 3'-8" UP

F2

3

1'-4"

WT4

1A

13'-91 4"

5'-4"

MAX

' OK

EXISTING ADJ. 5-STORY MASONRY

200

3'-8"

8" <

2

EEN E BETW DISTANC OK 58' >25' =

B A206

TH 7

72'-

74'-10"

CE:

-Portfolio-

TAN

1A 3

UP

U.G.: VI O.G.: MERCANTILE (2022 NYC B.C.) NET FL. AREA: 1,792 S.F. OCCUPANT LOAD FACTOR: 30 (BC1004.1.3) MAX. PERMITTED OCCUPANT: 1,792 / 30 = 60

D1

-Chih-Yu Wen-

DIS

5'-0"

7'-4"

E.L.38.28

PROPOSED RETAIL(COMMERCIAL)

25'

EL

9'-10"

RAV

XT

MA

ECNALUBMA "48x"42 REP SA REHCTERTS 2.4.2003 CBCYN

2

75'-0"

OP

13'-01 2"

SL

16R@ 7.5" 15T@9.5" UP

D 49 ISTA '-6 N " > CE 26 B '-6 ET "= W OK EE (79 N TW '-6 O "/3 E ) X

PROPOSED RETAIL(COMMERCIAL)

4'-6"

39'-97 8" E.L.38.15

1'-0"

3'-10"

PROJECT No.

20046

DESIGN BY

M.M.

DRAFT BY

M.M.

CHECK BY DATE PAGE

A A204

2

C A205

1ST FLOOR PLAN Scale: 1/4"=1'-0"

E.L.38.28

Z.K. 09/18/2024 7

A101.00 B01138620-I1

Professional Practices

A A204

LEGEND EXTERIOR WALL

C A205

26'-0"

WT1

EIFS FINISH 4" R13 RIGID INSULATION 8" CMU

A & T E N G I N E E R I N G P. C.

4'-6"

9'-10" 2'-3" 4'-6" 4'-6"

UNDER. CL

2'-6"

4'-7"

4'-6" 2'-6" 50'-0"

4'-6" 2'-6" 4'-6" 2'-6"

JAMES AND SELINA

ADDRESS

518 ATLANTIC AVE BROOKLYN NY 11217

DESCRIPTION

No.

3'-2" 2'-7"

4'-4"

1A WT2 D6

APPROVAL STAMP

4'-6"

2'-6"

2'-6"

4'-6"

2'-6"

4'-6"

5'-0"

15'-0"

5'-10" R.D.

39'-10"

0.5% SLOPE

0.5% SLOPE

4'-6"

2'-6"

4'-6"

R.D.

15'-0"

0.5% SLOPE

WT2

0.5% SLOPE

AREA 526 S.F. LIGHT 180 S.F. 34% AIR 50 S.F. 9%

DRAWING TITLE

0.5% SLOPE

2 TO 4TH FLOOR PLAN

C.F.R.D.

4'-10"

PROJECT No.

20046

DESIGN BY

M.M.

DRAFT BY

M.M.

CHECK BY DATE PAGE

A A204

1

DATE

2'-6"

19'-0"

OWNER B A206

4'-6"

14'-8" DN

13'-6"

7'-3"

ECNALUBMA "48x"42 REP SA REHCTERTS 2.4.2003 CBCYN

9'-10" 4'-9" 33'-6" 11'-101 2"

UP

6'-5"

39'-97 8"

2"

14'-4"

3'-5" 16'-6"

12'-0"

WT2

A 4 KITCNE'T

AREA 523 S.F. LIGHT 440 S.F. 84% AIR 66 S.F. 13%

3'-113 4"

BC1016.3.1 EXCEPTIONS 2. NO INTERVENING PUBLIC HALL SHALL BE REQUIRED. 716.5 AND 716.5.7.3 BUILDING IS EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM. THIS EXCEPTION SHALL NOT APPLY TO ITEM 7 OF 1006.3.2 WHERE IS MORE THAN ONE PARTMENT PER STORY

4'-6" B 1 KITC/LIVING

WT2

2'-6"

2'-6"

7" 1'-0" 1'-4" 4"

4'-6" 2'-6"

2'-6"

676 S.F.

A 1 LIVINGROOM

4'-10"

13'-0" EXISTING ADJ. 4-STORY MASONRY

6

2

4'-6"

B A206

12'-2"

A

6'-5" REF

2

3'-7"

C.F.R.D.

BH2 A402

B 3 BEDROOM AREA 159 S.F. LIGHT 64 S.F. 40% AIR 20 S.F. 13%

UP

6

7'-2"

518 ATLANTIC AVENUE BROOKLYN NY 11217 SEAL AND SIGNATURE

2

2

PROJECT LOCATION:

7

W/D

2'-6"

5 A BATH

2

3'-3"

4

WT1

19'-9"

15'-0"

7'-6"

5'-0" 2

6 FD 3A

PROJECT

5 STORY MIX USE DEVELOPMENT

6

6

2'-57 8"

2'-6" 4'-6" 3'-2"

13'-6"

7

FLOOR ABOVE 5'-0"

15'-0"

13'-81 2"

4'-6"

1A

11'-63 8"

74'-10"

2'-6"

14'-63 8"

18'-5"

11'-101 2"

B 2 BEDROOM

B 4 KITCNE'T

REF

DN

16R@ 7.5" 15T@9.5"

5'-6"

B A206

AREA 172 S.F. LIGHT 64 S.F. 37% AIR 20 S.F. 12%

6

2'-6"

3'-4"

8'-6"

6

1A

3'-4"

16R@ 7.5" 15T@9.5"

16R@ 7.5" 15T@9.5" DN 3'-4"

D.W.

16R@ 7.5" 15T@9.5" UP 3'-4"

BH2 A402

6'-11"

3

A 3 BATH

6

2

WT2 3'-2"

4'-6" 2'-6"

B

676 S.F.

2

WT4

2

4'-6"

2

WT2

3

BH3 A402

16R@ 7.5" 15T@9.5"

4

5'-31 2"

7

2'-4" 4 8"

3'-4"

2

3'-8"

3A

7'-6" BATH A 5

1'-8"

UP

5'-5"

2

6

3

1F

16R@ 7.5" 15T@9.5"

16R@ 7.5" 15T@9.5"

7'-8"

1F

12'-9"

3'-0"

74'-10"

7'-4" 3

1A 3'-4"

16R@ 7.5" 15T@9.5"

4'-83 4"

WT4 3'-4" DN

REF

FD

3A

2

10"

15'-4"

W/D

AREA 228 S.F. LIGHT 86 S.F. 37% AIR 33 S.F. 14%

-Chih-Yu Wen-

2

W/D 3'-6"

D.W.

3'-0"

FD

WT4 14'-75 8"

AREA 266 S.F. LIGHT 64 S.F. 24% AIR 20 S.F. 8%

3

3'-6"

A 2 BEDROOM 6

D A206

6

A 1 KITC/LIVING

A

3A

UP

3'-0"

WT2

15'-11"

3'-1"

676 S.F.

1F

12'-9"

3'-4"

6

7'-4"

1'-2"

5'-3"

ECNALUBMA "48x"42 REP SA REHCTERTS 2.4.2003 CBCYN

9'-10"

WT4

EXISTING ADJ. 5-STORY MASONRY

4'-6" 2'-6"

3'-0" 10" 7

7'-4"

13'-97 8"

2

2'-6"

9'-117 8"

-Portfolio-

2

13'-97 8"

2"

A A204

5'-0"

A 4 BATH

D A206

3'-0"

A 5 BATH

NO FINISH. BETWEEN BUILDING SPACE 4" R13 RIGID INSULATION CONCRETE SHEAR WALL BEYOND

3'-0"

2

D5

7'-10"

3'-0"

WT3

3'-0"

5'-31 2"

6'-1"

4'-71 2"

7'-6"

6

2'-0"

AD

4'-6"

3'-2"

15'-0"

WT2

2

BALCONY 3RD FL ONLY

6'-2"

2'-1"

2'-6"

11'-6"

7

ENGINEERING / ARCHITECTURE

26'-0"

EIFS FINISH 4" R13 RIGID INSULATION 6" METAL STUD 5/8" GYP. BRD. E.F. R19 CAVITY INSULATION

16R@ 7.5" 15T@9.5"

TERRACE 2ND FL ONLY

BH1 A402

7

R.D. C.F.R.D.

D4 WT4

6

WT3

0.5% SLOPE

0.5% SLOPE

0.5% SLOPE

1'-3"

13'-81 4"

BH2 A402

4"

AREA 196 S.F. LIGHT 105 S.F. 53% AIR 30 S.F. 15%

5'-6"

AREA 150 S.F. LIGHT 41 S.F. 27% AIR 10 S.F. 7%

WT3

2'-10"

A 2 BEDROOM 12'-5"

11'-4"

5'-6"

A 3 BEDROOM

C.F.R.D. R.D.

0.5% SLOPE

11'-111 8"

4" BRICK 1" AIR GAP 2" R13 RIGID INSULATION 6" METAL STUD 5/8" GYP. BRD. E.F. R19 CAVITY INSULATION

9'-10"

WT2

D A206

4'-9"

8C

11'-8"

4'-0"

B A206

188-06 NORTHERN BLVD 1ST FL QUEENS, NY 11358 Tel: 718.340.3818 Fax: 815.846.4059 ATCORPNY@GMAIL.COM

2" 8C

3'-9"

8C

2'-0"

8C

D.W.

D A206

2'-0"

3'-10"

2"

4"

1'-0"

WT1

C A205

2ND-3RD FLOOR PLAN Scale: 1/4"=1'-0"

C A205

A A204

2

C A205

4TH FLOOR PLAN Scale: 1/4"=1'-0"

Z.K. 09/18/2024 8

A102.00 B01138620-I1

Professional Practices

METAL FLASHING

CAP STONE

2 PIECE COUNTER FLASHING

EXPANDABLE EPDM FLASHING EMSEAL

1/2" DRAINAGE BOARD WATERPROOFING MEMBRANE

CAP STONE

ADJ. EXIST. BLDG

PARAPET ASSEMBLY: · BRICK FINISH COLOR & STYLE BY ARCHITECT · 2" R-13 MIN. TUFF R RIGID INSULATION · WATERPROOFING MEMBRANE · CMU DETAIL SEE STR DWGS · 2" R-13 MIN. TUFF R RIGID INSULATION · 2-COAT MASTIC ASPHALT

SELF ADHERED WATERPROOFING MEMBRANE

A & T E N G I N E E R I N G P. C. 188-06 NORTHERN BLVD 1ST FL QUEENS, NY 11358 Tel: 718.340.3818 Fax: 815.846.4059 ATCORPNY@GMAIL.COM

ENGINEERING / ARCHITECTURE

CONCRETE BEAM SIZE AND REINFORCEMENT SEE STRUCTURE DRAWING

COUNTER FLASHING

CANT STRIP

R-30 CONTINUOUS INSULATION ENTIRELY ABOVE DECK 3 LAYERS OF 2" R-10 RIGID INSULATION BOARDS SHALL BE STAGGERED

8"

8"

8"

6"

6"

6"

4"

1'-8"

CANT STRIP

4"

CANT STRIP

1'-8"

PARAPET ASSEMBLY: · STUCCO FINISH COLOR & STYLE BY OWNER · 2" R13 MIN. XPS RIGID INSULATION · WATERPROOFING MEMBRANE · CONC. DETAIL SEE STR DWGS · 2" R13 MIN. XPS RIGID INSULATION · 2-COAT MASTIC ASPHALT

1/4" SLOPE METAL COPING

3'-6" MIN.

PARAPET ASSEMBLY: · BRICK FINISH COLOR & STYLE BY ARCHITECT · HB-213 ADJUSTABLE VENEER ANCHOR · 1" AIR GAP · 2" R-13 MIN. TUFF R RIGID INSULATION · WATERPROOFING MEMBRANE · CONC. DETAIL SEE STR DWGS · 2" R13 MIN. XPS RIGID INSULATION · 2-COAT MASTIC ASPHALT

3'-6" MIN.

3'-6" MIN.

RAILING. COLOR AND CHOICE BY OWNER

6"

CAP STONE DRIP EDGE

8"

CAP STONE DRIP EDGE

TYPICAL ROOFING ASSEMBLY (R1):

TYPICAL ROOFING ASSEMBLY (R1): · ROOF PAVER STYLE & COLOR BY OWNER · 2-COAT MASTIC ASPHALT · 6" R-30 MIN. RIGID INSULATION ( EACH LAYER OF INSULATION SHALL BE STAGGERED) · WATERPROOFING MEMBRANE · STRUCTURAL ROOF SLAB. SEE STR. DWG

PARAPET SECTION @ STUCCO

DT1

· ROOF PAVER STYLE & COLOR BY ARCHITECT · 2-COAT MASTIC ASPHALT · 6" R30 MIN. RIGID INSULATION ( EACH LAYER OF INSULATION

TYPICAL ROOFING ASSEMBLY (R1): · ROOF PAVER STYLE & COLOR BY OWNER · 2-COAT MASTIC ASPHALT · 6" R-30 MIN. RIGID INSULATION ( EACH LAYER OF INSULATION SHALL BE STAGGERED) · WATERPROOFING MEMBRANE · STRUCTURAL ROOF SLAB. SEE STR. DWG

DT2

SCALE: 1"=1'-0"

CONCRETE SLAB. SIZE AND REINFORCEMENT SEE STRUCTURE DRAWING

SHALL BE STAGGERED) · WATERPROOFING MEMBRANE · STRUCTURAL ROOF SLAB. SEE STR. DWG

PARAPET SECTION @ STUCCO

PARAPET SECTION @ PANEL

DT3

SCALE: 1"=1'-0"

DT4

SCALE: 1"=1'-0"

BULKHEAD DETAIL

DT5

SCALE: 1"=1'-0"

ADJ. BLDG WATER PROOFING SCALE: 1" = 1'-0"

RAILING. COLOR AND CHOICE BY OWNER WALL BASEBOARD

WALL BASEBOARD

WALL ASSEMBLY:

-Portfolio-

HARDWOOD FLOORING RESILIENT PAD CONC. SLAB THICKNESS SEE STRUCTURE DRAWING

1 " 2

HARDWOOD FLOORING RESILIENT PAD CONC. SLAB THICKNESS SEE STRUCTURE DRAWING

75 8"

10"

4"

3"

1 " 2

1'-31 8"

3"

71 4" 103 4"

STUCCO WALL W. CMU

WT2

BRICK WALL W. METAL STUD

STUCCO WALL W. METAL STUD

SEAL AND SIGNATURE

CONCRETE SLAB. SIZE AND REINFORCEMENT SEE STRUCTURE DRAWING

OWNER

JAMES AND SELINA

ADDRESS

518 ATLANTIC AVE BROOKLYN NY 11217

CONCRETE BEAM. SIZE AND REINFORCEMENT SEE STRUCTURE DRAWING

No.

DT6

WT3 SCALE: 1"=1'-0"

SCALE: 1"=1'-0"

518 ATLANTIC AVENUE BROOKLYN NY 11217

8"

8"

WALL ASSEMBLY: -STUCCO FINISH COLOR & STYLE BY ARCHITECT -DRAINAGE MAT -MOISTURE AND AIR BARRIER -2" R13 MIN. TUFF R RIGID INSULATION WATERPROOFING MEMBRANE 5/8" EXTERIOR SHEATHING BD. 6" METAL STUD @ 16" O.C. W/ 4" R-13 FIBERGLASS INSULATION 5/8" TYPE X GYP. BD.

MORTAR NET

WT1 SCALE: 1"=1'-0"

PROJECT LOCATION:

PARAPET ASSEMBLY: · STUCC0 FINISH COLOR & STYLE BY ARCHITECT · 3" R13 MIN. XPS RIGID INSULATION · WATERPROOFING MEMBRANE · CONC DETAIL SEE STR DWGS · 3" R13 MIN.XPS RIGID INSULATION · 2-COAT MASTIC ASPHALT CANT STRIP

WATERPROOFING MATERIAL

STEEL ANGLES WITH FLASH AND WATERPROOFING

ROOF CORNER DETAIL

DT7

SCALE: 1"=1'-0"

DESCRIPTION

DATE

PARAPET DETAILS SCALE: 1"=1'-0"

TABLE 721.4.1(1) FIRE-RESISTANCE PERIODS OF CLAY MASONRY WALLS MINIMUM REQUIRED EQUIVALENT THICKNESS FOR FIRE RESISTANCE (INCHES)

MATERIAL TYPE

SELF ADHERED WATERPROOFING MEMBRANE

WALL BASEBOARD

5/8" TYPE X GYPSUM BOARD BITUTHENE FOUNDATION WATERPROOFING 5/8" TYPE X GYPSUM BOARD 7/8" METAL FURRING

5/8" TYPE X GYPSUM BOARD BITUTHENE FOUNDATION WATERPROOFING

5/8" TYPE X GYPSUM BOARD 7/8" METAL FURRING 3"

2" R10 RIGID INSULATION SOLID CONCRETE FOUNDATION THICKNESS SEE STR DWG

2" R10 RIGID INSULATION

WALL ASSEMBLY: -STUCCO FINISH COLOR & STYLE BY ARCHITECT -DRAINAGE MAT -MOISTURE AND AIR BARRIER -2" R13 MIN. TUFF R RIGID INSULATION WATERPROOFING MEMBRANE 12" CONC SEE STRUCTURE DRAWING

SOLID CONCRETE FOUNDATION THICKNESS SEE STR DWG

1 " 2

3"

2HR

3HR

4HR

SOLID BRICK OF CLAY OR SHALE

2.7

3.8

4.9

6.0

· BALCONY PAVER STYLE & COLOR

HOLLOW BRICK OR TILE OF CLAY OR SHALE, UNFILLED

2.3

3.4

4.3

5.0

HOLLOW BRICK OR TILE OF CLAY OR SHALE, GROUTED OR FILLED WITH MATERIALS SPECIFIED IN SECTION 721.4.1.1.3

3.0

4.4

5.5

6.6

BY OWNER · 2" R-13 MIN. TUFF R RIGID INSULATION · WATERPROOFING MEMBRANE STRUCTURAL BALCONY SLAB. SEE STR. DWGS · BALCONY PAVER STYLE & COLOR

BY OWNER · PANEL FINISH COLOR & STYLE BY OWNER

HARDWOOD FLOORING RESILIENT PAD CONC. SLAB THICKNESS SEE STRUCTURE DRAWING

FIRE RATED COMPRESSIBLE FILLER AND SEALANT

1HR

BALCONY ASSEMBLY:

8"

3"

CAP STONE

CONTINUE STRIP

STRUCTURAL FLOOR SLAB. SEE STR. DWGS EMBEDDED ANCHOR

5 STORY MIX USE DEVELOPMENT

COUNTER FLASHING

CAULKING AT TOP & BOTTOM OF WALL. INSIDE & OUTSIDE

1 " 2

PROJECT

75 8"

WATERPROOFING MEMBRANE

INSULATION · 5/8" TYPE X GYP. BD.

WALL ASSEMBLY: -STUCCO FINISH COLOR & STYLE BY ARCHITECT -DRAINAGE MAT -MOISTURE AND AIR BARRIER -2" R13 MIN. TUFF R RIGID INSULATION -WATERPROOFING MEMBRANE -CONCRETE MASONRY SEE STR. DWGS -3" METAL STUD GA @16 O.C. WITH R13 CAVITY INSULATION -1 LAYER OF 5/8" GYP. BD.

3"

-Chih-Yu Wen-

· BRICK FINISH COLOR & STYLE BY ARCHITECT · HB-213 ADJUSTABLE VENEER ANCHOR · 1" AIR GAP · 2" R-13 MIN. TUFF R RIGID INSULATION · WATERPROOFING MEMBRANE · 5/8" EXTERIOR SHEATHING BD. · 6" METAL STUD @ 16" O.C. W/ 4" R-13 FIBERGLASS

71 4" 103 4"

F1

FOUNDATION WALL SECTION SCALE: 1"=1'-0"

F2

FOUNDATION WALL SECTION SCALE: 1"=1'-0"

STUCCO WALL W. METAL STUD

WT4 SCALE: 1"=1'-0"

DT8

BALCONY DETAIL SCALE: 3/4"=1'-0"

APPROVAL STAMP

TABLE 720.1.(3) MINIMUM PROTECTION FOR FLOOR AND ROOF SYSTEM FLOOR OR ROOF CONSTRUCTION

ITEM NUMBER

THICKNESS OF FLOOR OR ROOF SLAB (INCHES) 1HR

2HR

3HR

4HR

4. LIGHTWEIGHT CONCRETE

4-1.1

2.5

3.6

4.4

5.1

NOTES: 1.

A CONTINUOUS AIR BARRIER SHALL BE PROVIDED THROUGHOUT THE BUILDING THERMAL ENVELOP. THE AIR BARRIERS SHALL BE LOCATED ON THE INSIDE OF BUILDING ENVELOP. 2. AIR BARRIER JOINTS AND SEAMS SHALL BE SEALED. 3. PENETRATIONS OF AIR BARRIER SHALL BE CAULKED, GASKETED. 4. PER ADMIN CODE 28-101.4.5 AND BUILDING BULLETIN 2016-012, THE ENTIRE BUILDING SHALL BE MADE TO COMPLY WITH PROVISIONS OF 2020 ENERGY CODE AS IT WERE A NEW BUILDING HEREAFTER ERECTED.

DRAWING TITLE

EXTERIOR WALL DETAILS PROJECT No.

20046

DESIGN BY

Z.K.

DRAFT BY

Z.K.

CHECK BY DATE PAGE

Z.K. 09/18/2024 17

A301.00 B01138620-I1

Professional Practices

Professional Practice Working Sample

69-34 266 Single Family60.14' House

MAXIMUM BULK PROPOSE BULK 35' MAXIMUM BUILDING HEIGHT AS PER ZR23-631(b)

REQ. FRONT YARD 30.00'

LO

TL

INE

IC

MAX HEIGHT 35'

ATT

SID

EY A 12' RD

STREET WALL 24.21'

PROP. REAR YARD 39.59'

Professional Project 2024 / Group work 219.29 A&T Engineering P.E._ Architectural Designer 215.67 Location: Queens, New York City Team: Robert Lin, May Ma, Freeman Kung, Chih-Yu Structure: Steel Structure + Wood Frame Wen Contrubition: Zoning Compliance-ZD1, Construction Document, DOB Filing

RD

YA AR RE " Q. 30'-0 E R

OR

LO DF

2N

OR

FLO

1ST

DN8R

LAR

CEL

DN 6R

INE

TL

LO

LO

TW I 60' DTH TL

ZR22-12 ZR22-33

FLOOR AREA AND OPEN SPACE

ZR23-142

STUCCO

PROP. LOT COVERAGE: 2071 / 7482.6 = 27.7% < 30% (OK)

MIN. OPEN SPACE = 70%

PROP. OPEN SPACE: 72.3% > 70% (OK)

MAX. F.A.R. = 0.5

PROP. F.A.R. : 3739 / 7482.6 =0.50 < 0.5 (OK)

ZR23-22

ONE FAMILY DWELLING ONLY

PROP. 1 FAMILY DWELLING (OK)

MIN SIZE/DU

ZR23-23

NOT APPLY

NOT APPLY

LOT AREA / WIDTH

ZR23-32 ZR23-33

MIN. LOT AREA = 5,700 S.F. MIN. LOT WIDTH = 60'

LOT AREA: 7482.6 S.F. > 5,700 S.F. (OK) LOT WIDTH: 60' = 60' (OK)

FRONT PLANTING REQUIREMENT

ZR23-45(a)

MIN. FRONT YARD= 20'

PROP. FRONT YARD: 28.5' > 20' (OK)

ZR23-451

STREET FRONTAGE 35' TO 59' -> 30% SHALL BE PLANTED

PROP. PLANTING: 911 / 1,682 = 54% > 30% (OK) CALCULATION SEE SITE PLAN

SIDE

ZR23-461(a)

MIN. 2 SIDE YARDS WITH TOTAL WIDTH 20' AND EACH WIDTH 8'

PROP. 2 SIDE YARDS WITH WIDTH 8' AND 12' (OK)

REAR

ZR23-471

MIN. DEPTH 30'

PROP. 39.59' > 30.00' (OK)

DENSITY

ZR12-10(a)(2)

STREET WALL

ZR23-631(b)

MAX HEIGHT SETBACK

MAX. ROOF SLOP ANGLE = 80°

PROP. MAX. ROOF SLOP ANGLE =36° < 80° (OK)

SETBACK = 1-1/2 HEIGHT OVER 30'@ 30'. FROM SIDE YARD LINE

PROP. SETBACK @ 33'-0" 8' FROM ZONING LOT LINE (OK)

ZR25-22

1 FAMILY DWELLING UNITS 100% / EACH

PROP. ONE PARKING FOR 1 DWELLING UNIT IN OPEN SPACE

ZR23-03(a),

THIS IS AN ENLARGEMENT OF A SINGLE OR TWO FAMILY RESIDENCE THAT IS NOT LOCATED IN ONE OF THE SPECIAL DISTRICTS SPECIFIED IN ZR23-03 AND NOT AN ENLARGEMENT OF 20% OR MORE PURSUANT TO THE QUALITY HOUSING PROGRAM

RESIDENTIAL

LOT LINE

YARD

PROP. PERIMETER WALL HEIGHT 24.21' < 25' (OK) PROP. HEIGHT: 35' = 35' (OK)

ZR23-632

SLOP 1:8

LOT LINE

MAX. PERIMETER WALL HEIGHT= 25' MAX HEIGHT = 35'

SIDE YARD 12.00'

12

2ND FLOOR

1ST FLOOR

E.L.218.13 E.L.215.34

CELLAR

SECTION DIAGRAM

5.5

ATTIC

218.13

(215.34+218.13) / 2 = 216.84

NOT TO SCALE

12

25.00'

2ND FLOOR

1ST FLOOR

N

70' WIDE

MAX BUILDING HEIGHT 35'-0" BASE PLANE E.L. 216.84

BASE PLANE (215.34+218.13) / 2 = 216.84

266TH STREET

266TH STREET 70' WIDTH

STREET WALL HEIGHT 24.21'

T.C.217.49 B.C.217.20

CURB CUT 12.00'

ATTIC

SIDE YARD 8.00'

40.00'

25°

218.13

ZONING COMPLIANCE

ANY LEVEL BETWEEN CURB LEVEL AND STREET WALL LINE LEVEL. BASE PLANE = 216.84'

REAR / SIDE YARD SETBACK

PROP. REAR YARD 28.50'

36°

REQ. FRONT YARD 20.00'

PROP. FRONT YARD 28.50'

R1-2A MAX. LOT COVERAGE = 30%

BASE PLANE

CODE REQUIREMENT

5.5

60.00'

215.34

1/16"=1'-0"

PROP. SINGLE DETACHED RESIDENCE.

STREET TREES

DN 8R

SITE PLAN

SINGLE DETACHED RESIDENCE.

MAX DWELLING

UNIT GARAGE

1ST FL BALCONY

T.C.213.67 B.C.213.35

ZONING REF.

ZONING COMPLIANCE

MAX HEIGHT 35.00'

PROP. SIDE YARD 8.00'

USE PERMITTED AS OF RIGHT

CODE REQUIREMENT

LOT LINE

126.76'

55.50'

122.66'

40.00'

RD

A TY ON FR '-0" .

Q 20 RE

AXONOMETRIC DIAGRAM

ZONING REF.

PROP. SIDE YARD 12.00'

INE

STREET WALL 24.21' 25.00'

LO

EY A 8' RD

-Chih-Yu Wen-

-Portfolio-

2 STORY ONE FAMILY DWELLING OCCUPANCY. GROUP: R-3 CONST. CLASS: III-A

SID

PARKING

2ND FL BALCONY

CELLAR

BASE PLANE (215.34+218.13) / 2 = 216.84

Professional Practices

ROOF

12

2

5.5

BRICK VENEER. COLOR AND STYLE

BY OWNER TOTAL 48" RAILING MIN. HEIGHT. MAX. @ 4" SPACING

10'-11 2"

5.5

12

1

3 STUCCO FINISH (WHITE)

W10

A & T E N G I N E E R I N G P. C. 188-06 NORTHERN BLVD 1ST FL QUEENS, NY 11358 Tel: 718.340.3818 Fax: 815.846.4059 ATCORPNY@GMAIL.COM

ENGINEERING / ARCHITECTURE

ATTIC T.O.S. E.L.241.72

W1

1

W7

W6

10'-0"

W1

2

35'-0"

W11

002 FL T.O.S. E.L.231.72

W1

W1

3

24'-21 2"

1

W8

W2

10'-0"

D1

W8

2

DOB NOW JOB NUMBERS

2

PLUMBING MECHANICAL

3

W9

W9

W9

218.13

4'-11 2"

9'-0"

BASE PLANE E.L.216.84

215.34

3'-101 2"

D4

218.13

STRUCTURE

1'-0"

001 FL T.O.S. E.L.221.72

PROJECT

CEL FL T.O.S.

2 STORY ONE FAMILY HOUSE

-Chih-Yu Wen-

-Portfolio-

PROJECT LOCATION:

NORTH ELEVATION

1

2

Scale: 1/4"=1'-0"

69-34 266TH STREET, GLEN OAKS, NY 11004

WEST ELEVATION Scale: 1/4"=1'-0"

SEAL AND SIGNATURE

ROOF

12

12

5.5

10'-11 2"

5.5 W10

RAHMAN, SHAMIUR

ADDRESS

69-34 266TH STREET, GLEN OAKS, NY 11004

No.

ATTIC T.O.S. E.L.241.72

W2

DESCRIPTION

DATE

1 10'-0"

W6

OWNER

W6

35'-0"

2 1

D3

W2

W5

2 APPROVAL STAMP

002 FL T.O.S. E.L.231.72 1 W7

W2

W6 W4

10'-0"

W3

2

D2

2

DRAWING TITLE

FLOOR PLANS 3'-101 2"

W9

W9

218.13

PROJECT No. 1

4'-11 2"

215.34

BASE PLANE E.L.216.84

9'-0"

W9

1'-0"

001 FL T.O.S. E.L.221.72

215.34

MM

DRAFT BY

Z.K.

CHECK BY DATE

CEL FL T.O.S.

24054

DESIGN BY

PAGE

Z.K. 10/30/2024 9 OF 18

A201.00 3

EAST ELEVATION Scale: 1/4"=1'-0"

4

SOUTH ELEVATION Scale: 1/4"=1'-0"

Q01112977-I1