Professional architecutal mep portfolio by sanketakadam1991

1'-0"

3'-61 2"

BEDROOM

6'-185"

150cfm

M.V.

AREA: 105.49 SQ. FT. LIGHTING 10%: 10.5 VENTILATION 5%: 5.02

3'-01 8"

2'-0"

BATH.

M.V.

BATH. 150cfm

AREA: 132.68 SQ. FT. LIGHTING 10%: 13.2 VENTILATION 5%: 6.6

M.V.

12'-117 8"

C.O./S.D.

BEDROOM AREA: 169.75 SQ. FT. LIGHTING 10%: 16.9 VENTILATION 5%: 8.49

10'-5"

3" 23'-216

5'-4" WINDOW

A301 1

EXISTING 2 STORY FRAME BUILDING 52'-1183"

6321 New Utrecht Avenue Brooklyn, N.Y. 11219 Tel. 718.259.1100 Fax. 718.259.0111

3" 416

W17

13" 4'-016

HYDROBAN PRODUCT OR APPROVED EQUAL TO BE PLACED IN ALL WET AREAS.

1" 316

2'-0"

MED. CABINET

3'-8"

CLOSET

8'-81 8"

BEDROOM 1

10'-0"

13'-41 4"

2'-0" MED. CABINET

CLOSET

3'-27 8"

LINE OF BALCONY ABOVE (TYP.)

C.O./S.D.

7'-0" 5'-0"

7'-0"

150cfm

REVISIONS:

150cfm

5'-885"

3'-7"

5'-0"

BATH.

KITCHENETTE

18'-10"

C.O./S.D.

8'-6"

9'-6"

5'-4" WINDOW

3'-912"

12" DROP SOFFIT ABOVE

AREA: 178.19 SQ. FT. LIGHTING 10%: 17.8 VENTILATION 5%: 8.9

MED. CABINET

C.O./S.D.

9'-01 2"

709.35 SQ. FT.

CLOSET

1'-683"

APARTMENT 'B'

13" 10'-216

13" 10'-316

KITCHENETTE

7'-6"

11" 2'-1016

M.V.

3'-0"

5'-4" WINDOW

5" 6'-416

4'-6"

C.O./S.D.

13" BUIDLING 37'-416

4'-4"

9" 29'-716

F.D.

5'-4" WINDOW

AREA: 133.76 SQ. FT. LIGHTING 10%: 13.3 VENTILATION 5%: 6.79

3'-1"

10'-212"

11'-485"

LIVING ROOM

TRASH ROOM

KITCHENETTE

511.49 SQ. FT.

C.O./S.D.

354.70 SQ. FT. 12" DROP SOFFIT ABOVE

APARTMENT 'C'

13" 3'-1116

APARTMENT 'A'

5'-4" WINDOW

ELEC. H.W.H.

CANOPY DESIGNED BY OTHER

3'-4"

3'-0"

AREA: 148.13 SQ. FT. LIGHTING 10%: 14.8 VENTILATION 5%: 7.4

12'-183"

C.O./S.D.

GREENE AVENUE

1 A300

3'-4"

3'-6"

H LIVING ROOM

8'-01 8"

LINE OF BALCONY ABOVE (TYP.)

3'-0"

1'-10"

3'-7"

DN 16R

AREA: 125.47 SQ. FT. LIGHTING 10%: 12.54 VENTILATION 5%: 6.78

5'-4" WINDOW

M.V.

2'-7"

3'-1"

BEDROOM

L P21

13'-3"

3'-7"

UP 16R

50cfm

BATHROOM

2'-0"

8'-0"

5'-881"

3'-4"

5'-6"

AREA: 105.77 SQ. FT. LIGHTING 10%: 10.5 VENTILATION 5%: 5.25

5'-1143"

3'-61 2"

LIVING ROOM

19'-014"

13'-3"

5" 8'-616

7'-31 2"

BEDROOM

5'-4" WINDOW

18'-585" 37'-587" BUILDING

2'-0"

CLOSET

1'-0" 6" 3'-4"

2'-0"

CLOSET

1 A300

MED. CABINET

150cfm

1'-71 8"

8" 2" 8'-0"

9" 11'-516

C.O./S.D.

3'-7"

30'-843" REAR YARD

UP 16R

5'-1143"

Client:

3'-4"

7'-312"

Second Floor Plan

2'-0"

M.V.

1 10-16-15 REVISED FLOOR LAYOUT 2 10-16-15 WINDOWS UPDATED

8'-0"

P21

1'-10" 1'-10"

50cfm

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

BEDROOM

4'-0"

DN 16R

5'-4" WINDOW

2'-0"

5'-6"

5'-4" WINDOW

9" 11'-516

5'-4" WINDOW

3'-0"

1' PARARPET

8'-0"

2'-7"

LIN

3'-1"

18'-334"

A301 1

Proposed Two (2) Building, Residential, Four (4) Story, Penthouse & Cellar, Ten (10) Family Dwelling, Located @ 1168 Greene Avenue, Brooklyn, N.Y.

APPLICATION FILED UNDER JOB #320595334

BRICOLAGE ARCHITECTURE & D E S I G N, PLLC THE ARCHITECT SHALL NOT HAVE CONTROL OR

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

CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, DEVIATIONS, TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. ALWAYS USE DIMENSIONS AS SHOWN. DRAWINGS ARE NOT TO BE SCALED

SECOND FLOOR PLAN

DRAWN BY: PROJECT No.:

5'-83 8"

6'-61 4" FRONT YARD

DATE:

L.C. 13-160 11-14-13

DRAWING No.:

A102.00 OF G:\13-PROJECTS\13-160\13-160 WorkingDwgs\1168 Greene Avenue\13-160_1168-8-A102 Second.dwg, 7/26/2016 10:30:26 AM, Sanketa, S.K., S.K.

BATH. 15" 5'-616

M.V.

5'-0"

9'-1083"

2'-0"

BATH. 28'-95 8"

M.V.

7'-0"

AREA: 120.08 SQ. FT. LIGHTING 10%: 12.00 VENTILATION 5%: 6.00 AREA OF VENT OPENING: 2(2'-8'' x 5''-6'') = 29.33

13" 9'-016

50cfm

CLOSET

42" HIGH METAL RAILING (TYP.)

BEDROOM 1

2'-0"

10'-10"

EXISTING 2 STORY FRAME BUILDING 30'-843" REAR YARD

3'-6" BALCONY

6321 New Utrecht Avenue Brooklyn, N.Y. 11219 Tel. 718.259.1100 Fax. 718.259.0111

Client:

Third Floor Plan 16'-9" BALCONY 13" BUIDLING 37'-416 3" 416

3'-287"

HYDROBAN PRODUCT OR APPROVED EQUAL TO BE PLACED IN ALL WET AREAS.

W17

3'-6" BALCONY

2'-5"

MED. CABINET

11" 17'-916

5'-4" DOOR 1'-9"

13" 616

3'-7"

P3 C.O./S.D.

5'-0"

LIVING/ DINING ROOM AREA: 257.94 SQ. FT. LIGHTING 10%: 25.79 VENTILATION 5%: 12.89 AREA OF VENT OPENING: 5'-0" x 7'-0" = 35

3'-81 8"

C.O./S.D.

5" 9'-116

13" 9'-116

BALCONY P

APARTMENT 'B' 525.45 SQ. FT.

5'-4" WINDOW

8'-0"

1'-2"

THERMOSTAT CONTROL

MED. CABINET

5'-4" DOOR

10'-287" BALCONY

1'-8"

19'-01 4"

9'-7"

1'-10" 1'-10"

50cfm

1 10-16-15 WINDOWS UPDATED

KITCHENE. M.V. 45.13 sq.ft.

4'-3"

5'-4" WINDOW

8'-0"

3'-912" 3'-912"

CLOSET

3'-312" 5"

BEDROOM AREA: 80.0 SQ. FT. LIGHTING 10%: 8.0 VENTILATION 5%: 4.0 AREA OF VENT OPENING: 2(2'-8'' x 5''-6'' = 29.33

1'-11"

5'-6"

CLOSET

150cfm

KITCHENE. 55.24 sq.ft.

BATH.

C.O./S.D.

REVISIONS:

M.V.

5'-4" WINDOW

MED. CABINET

M.V.

13" 3'-1116

50cfm

C.O./S.D.

3'-2"

150cfm

AREA: 178.97 SQ. FT. LIGHTING 10%: 17.89 VENTILATION 5%: 8.95

5'-4" DOOR

AREA: 84.67 SQ. FT. LIGHTING 10%: 8.46 VENTILATION 5%: 4.23 AREA OF VENT OPENING: 2(2'-8'' x 5''-6'' = 29.33

5'-0"

8'-512"

5'-4" WINDOW

BEDROOM

5" 21'-316

12" DROP SOFFIT ABOVE

3'-012"

C.O./S.D.

CL.

LIVING & DINING ROOM

1'-4"

2'-5"

1'-683"

585"

37'-57 8" BUILDING

ELEC. H.W.H

13'-01 8"

1" 316

APARTMENT 'C' 506.27 SQ. FT.

THERMOSTAT CONTROL

4'-4"

D.W.

3'-6"

GREENE AVENUE

F.D.

P5 C.O./S.D.

BALCONY

3'-10"

1 A300

9'-0"

5'-4" WINDOW 7 " BUILDING 57'-016

15" 29'-916

A301 1

M.V.

8'-0"

11'-67 8"

TRASH ROOM

150cfm THERMOSTAT CONTROL

BEDROOM AREA: 112.65 SQ. FT. LIGHTING 10%: 11.26 VENTILATION 5%: 5.63 AREA OF VENT OPENING: 5'-0'' x 7''-0'' = 35

CLOSET

KITCHENETTE

12" DROP SOFFIT ABOVE

3'-31 2"

3'-0"

1" 11'-016

APARTMENT 'A' 544.43 SQ. FT.

D.W.

C.O./S.D.

16'-283"

ELEC. H.W.H

5'-10"

8'-01 8"

AREA: 210.00 SQ. FT. LIGHTING 10%: 21.00 VENTILATION 5%: 10.5

D.W.

KITCHEN / LIVING ROOM

3'-9"

BALCONY

5'-4" DOOR

9'-0" BALCONY

1'-3"

DN 16R

4'-912"

1'-10"

13'-314"

5'-31 2"

BATH.

3'-912"

2'-5"

2'-0"

3'-4"

M.V.

2'-8"

UP 16R

13'-314"

2'-0"

P21

J F

5'-81 8"

50cfm

C.O./S.D.

5'-1143"

3'-10"

7'-31 2"

5'-6"

AREA: 108.00 SQ. FT. LIGHTING 10%: 10.8 VENTILATION 5%: 5.4

5'-81 8"

CLOSET

2'-0"

BEDROOM

1 A300

6" 3'-4"

CLOSET

8'-0"

5'-4" WINDOW

5'-1143"

MED. CABINET

9" 11'-516

18'-585"

3'-61 2"

8'-0"

1'-0"

UP 16R

3'-912"

M.V.

7'-31 2"

5" 3

3'6"

2'-0"

50cfm

16R

3'-4"

9" 11'-516 1'-10" 1'-10"

J 5'-6"

8'-0"

5'-4" WINDOW

A301 1

Proposed Two (2) Building, Residential, Four (4) Story, Penthouse & Cellar, Ten (10) Family Dwelling, Located @ 1168 Greene Avenue, Brooklyn, N.Y.

APPLICATION FILED UNDER JOB #320595334

AREA: 108.00 SQ. FT. LIGHTING 10%: 10.8 VENTILATION 5%: 5.4 AREA OF VENT OPENING: 2(2'-8'' x 5''-6'') = 29.33

BRICOLAGE ARCHITECTURE & D E S I G N, PLLC THE ARCHITECT SHALL NOT HAVE CONTROL OR

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

THIRD FLOOR PLAN

DRAWN BY: PROJECT No.: DATE:

3'-6" BALCONY

L.C. 13-160 11-14-13

DRAWING No.:

A103.00 OF G:\13-PROJECTS\13-160\13-160 WorkingDwgs\1168 Greene Avenue\13-160_1168-9-A103 Third.dwg, 7/26/2016 10:44:05 AM, Sanketa, S.K., S.K.

SECOND FLOOR ELEV. 62.48'

BASE PLANE ELEV. 52.51' FIRST FLOOR ELEV. 52.48'

FOURTH FLOOR ELEV. 82.48'

ROOF PLAN ELEV. 102.48'

METAL COPING

PENTHOUSE ELEV. 92.48'

DRAWN BY:

PROJECT No.:

DATE:

Client:

GOOSE NECK LADDER CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, DEVIATIONS, TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. ALWAYS USE DIMENSIONS AS SHOWN. DRAWINGS ARE NOT TO BE SCALED

THE ARCHITECT SHALL NOT HAVE CONTROL OR

4163 "

Proposed Two (2) Building, Residential, Four (4) Story, Penthouse & Cellar, Ten (10) Family Dwelling, Located @ 1168 Greene Avenue, Brooklyn, N.Y.

Front Elevation

10'-0"

ROOF PLAN ELEV. 102.48'

6321 New Utrecht Avenue Brooklyn, N.Y. 11219 Tel. 718.259.1100 Fax. 718.259.0111

BRICOLAGE ARCHITECTURE & D E S I G N, PLLC

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

1 10-16-15 FACADE AND WINDOWS UPDATED

EXISTING 2 STORY FRAME BUILDING

10'-0"

FRONT ELEVATION - GREENE AVE

REVISIONS:

FIRST FLOOR ELEV. 52.48'

10'-0"

FOURTH FLOOR ELEV. 82.48'

10'-0"

STANDARD MASONRY BRICK; COLOR AND STYLE ASPOS

52.51'

SECOND FLOOR ELEV. 62.48'

ACTUAL 40'-0" STREET WALL / MAX. HT. 45'-0"

10'-0"

PENTHOUSE ELEV. 92.48'

10'-0"

THIRD FLOOR ELEV. 72.48'

40'-0" STREET WALL HEIGHT MAX. WALL HEIGHT: 45'-0"

10'-0"

MTL. CAPPING W/ DRIP EDGE THROUGHOUT; COLOR AND STYLE ASPOS

ACTUAL 50'-0" BUILDING HEIGHT / MAX. BH. 55'-0"

10'-0"

MTL. CAPPING W/ DRIP EDGE THROUGHOUT; COLOR AND STYLE ASPOS

10'-0"

EXISTING 2 STORY FRAME BUILDING

METAL PANEL

54.74'

REAR ELEVATION - GREENE AVE

381"

GOOSE NECK LADDER

THIRD FLOOR ELEV. 72.48'

L.C. 13-160 9-17-15

DRAWING No.:

A200.00 OF

G:\13-PROJECTS\13-160\13-160 WorkingDwgs\1168 Greene Avenue\13-160_1168-13-A200 Elevations.dwg, 7/25/2016 9:29:20 AM, Sanketa, S.K., S.K.

7" 30'-816 REAR YARD

7" 57'-016 BUILDING

12'-3" FRONT YARD

6321 New Utrecht Avenue Brooklyn, N.Y. 11219 Tel. 718.259.1100 Fax. 718.259.0111

BRICOLAGE ARCHITECTURE & D E S I G N, PLLC

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

LOT LINE

LONGITUDINAL BUILDING SECTION

ROOF ELEV.

102.48'

4 A

A401 CAVITY INSULATION R-VALUE: R-19

PENTHOUSE ELEV. 92.48'

1'-5"

A403

A A404

8'-8"

P21

10'-0"

1014" THK. R- VALUE: R-38 BATT INSULATION THRU-OUT ALL ROOF CAVITY LAID OVER MTL. FURRING STRIPS

B 10'-0"

8'-8"

P21

ACTUAL 40'-0" STREET WALL / MAX. HT. 45'-0"

A403

A404

P21

1'-4"

THIRD FLOOR ELEV. 72.48'

FIRE RETARD ALL CEILINGS W/ 2 LAYERS 5/8" TYPE 'x' GWBTHRU-OUT.

3 8'-8"

10'-0"

A405

111 2"

P21

2 1/2" CONC. SLAB OVER 2" METAL DECK (TYP.) GA FILE No. FC 2116

SECOND FLOOR ELEV. 62.48'

8'-8"

P21

4" THK. CONCRETE SLAB W/ 6x6 10.10 W.W.M OVER 6 MIL VAPOR BARRIER & 6" COMPACTED GRAVEL (TYP.)

1'-4"

12" THICK REINF. CONC. FOUNDATION WALL - TYP.

REVISIONS:

PROVIDE PREMOLDED EXPANSION JOINT @ SLAB PERIMETER (typ.) X

1'-0"

P.T.C EL. 52.34'

F1 FOOTING PERIMETER RIGID INSULATION R-VALUE: R-5

4" THK. CONCRETE SLAB W/ 6x6 10.10 W.W.M OVER 6 MIL VAPOR BARRIER & 6" COMPACTED GRAVEL (TYP.) X

2" x 2'-0" PERIMETER INSULATION (TYP.)

SIDEWALK SLOPE: 2%

A404

WATERPROOFING MEMBRANE

BASE PLANE ELEV. 52.51'

FIRST FLOOR ELEV. 52.48'

15'-0"

8'-8"

W17

6 MIL POLYETHYLENE GRADE VAPOR BARRIER EL. 52.60' 2" x 2'-0" PERIMETER INSULATION R-VALUE: R-10 6" COMPACTED GRAVEL

A403

W 10 X 33 WITH 1'-0" X CONT. STEEL PLATE

P21 W 10 X 15

1 2"

A405

10'-0"

1'-4"

Building Section

FOURTH FLOOR ELEV. 82.48'

1'-4"

ACTUAL 50'-0" BUILDING HEIGHT / MAX. BH. 55'-0"

2 A405

Client:

CONC. STAIR W/34" RAILING (TYP.)

Proposed Two (2) Building, Residential, Four (4) Story, Penthouse & Cellar, Ten (10) Family Dwelling, Located @ 1168 Greene Avenue, Brooklyn, N.Y.

3 A401

THE ARCHITECT SHALL NOT HAVE CONTROL OR

W12

8'-0"

W12

10'-0"

A401

6" COMPACTED GRAVEL (TYP.)

DRAWN BY: PROJECT No.: DATE:

L.C. 13-160 11-14-13

DRAWING No.:

A300.00 OF G:\13-PROJECTS\13-160\13-160 WorkingDwgs\1168 Greene Avenue\13-160_1168-14-A300-A301 Sections.dwg, 7/25/2016 9:29:25 AM, Sanketa, S.K., S.K.

REVISIONS:

THE ARCHITECT SHALL NOT HAVE CONTROL OR

6321 New Utrecht Avenue Brooklyn, N.Y. 11219 Tel. 718.259.1100 Fax. 718.259.0111

BRICOLAGE ARCHITECTURE & D E S I G N, PLLC

RETAINING WALL DETAIL

DRAWN BY:

PROJECT No.:

DATE:

DRAWING No.:

G:\13-PROJECTS\13-160\13-160 WorkingDwgs\1168 Greene Avenue\13-160_1168-16-A401 Details.dwg, 7/25/2016 9:29:40 AM, Sanketa, S.K., S.K.

BAR STOCK PTD STEEL BALUSTRADE CAP

STEEL CORNER BEAD

3 8"

5 8"

ROUND BAR BENT TO HAIRPIN CONFIGURATION FOR BALUSTRADE VERTICAL (EVERY 4")

2" MTL. FURRING CHANNEL 5/8" TYPE 'X' G.W.B.

COLUMN FINISHED FLOORING OVER PLYWOOD SUBFLOOR STEEL BEAM (see Plan for Size)

CONC. STRUCT. SLAB OVER METAL DECKING (SEE STRUCTURE DRAWINGS FOR DETAIL)

STEEL BEAM (see Plan for Size)

STEEL CORNER BEAD

GALVANIZED HORIZONTAL WIRE TRUSS REINFORCEMENT AS PER 'DUR-O-WALL' OR APPROVED EQUAL AT ALTERNATE COURSES 8" CMU

AI L

7/8" MTL. FURRING STRIPS

Z CLIPS, SLOT, TAB OR OTHER APP'D FASTENING DEVICE

TYP. CONCRETE FLOOR SLAB

PLYWOOD SUBFLOOR W/ 15lb. FELT OR BUILDING PAPER OVER 1/4"~ THREADED GALV. STEEL RODS

TYP. STAIR STEEL CHANNEL CROSS BEAM

10" RESIDENTIAL1" 10" COMMUNITY L NE

X X X X

FIRE RETARD ALL CEILINGS W/ 1 LAYER 5/8" TYPE 'x' GWB THRU-OUT

1" STEEL CHANNEL CROSS ATTENUATION BLANKET BEAM

1\" WIDE x [" THK. COLD ROLLED #475, 4'-0" O.C. MAX. CARRYING CHANNELS

GAT CLIP 481-5L CAT.#46-59SM OR APP'D EQUAL

CONCRETE FILL TREAD

Z CLIPS, SLOT, TAB OR OTHER APP'D FASTENING DEVICE

METAL PAN STAIR CASE 1 1/4" x 1/1/4" STEEL ANGLE

REVISIONS:

L EE

7.5" COMMUNITY

x 1"

112"

7/8" MTL. FURRING STRIPS

7.5" RESIDENTIAL

MIN. 34" - MAX. 38"

3/4"x 3/4" STEEL PROFILE

HEAD ROOM 80" RESIDENTIAL

HEAD ROOM 84" COMMUNITY

TYP. LANDING

PLYWOOD SUBFLOOR W/ 15lb. FELT OR BUILDING PAPER OVER

12" x 1 1/2"F STEEL STRINGER

1/4"~ THREADED GALV. STEEL RODS LONGITUDINAL SECTION

FIN. FLOOR AS PER ARCH. DWGS.

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

30" SQUARE PLASTIC SAFING

TYP. STAIR

VARIES

412"

STEEL CHANNEL CROSS BEAM

STAIR FROM CELLAR/ BASEMENT ONLY SEE VERTICAL SECTION 5/8" TYPE 'X' G.W.B. ON 7/8" FURRING METAL CHANNEL @ 16" O.C.

1" 4

TYP. CONCRETE FLOOR SLAB

VARIES

CONC. TOPPING

PITCH TOPPING TO DRAIN (3' AROUND DRAIN) 1" 2

4'-0" O.C. MAX BOTH WAYS

EL NN A H

x1 1"

4" TYP.

BC 1009.4 STAIRWAY LANDING THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH STAIRWAY. THE WITH OF LANDING SHALL NO BE LESS THAN THE WITH OF THE STAIRWAYS THEY SERVE. EVERY LANDING SHALL BE HAVE A MINIMUM DIMENSION MEASURED IN THE DIRECTION OF TRAVEL EQUAL TO THE WITH OF THE STAIRWAY. SUCH DIMENSION NEED NOT EXCEED 48 INCHES WHERE THE STAIRWAY HAS AS STRAIGHT RUN.

L EE

APPLIED DOOR STOP

JAMB

" x1

A CH

I "D

WOOL PILE WEATHER STRIPPING

. OL

IL RA D N HA

- STAIR @ FLOOR LANDING SCALE: 1 1/2"= 1'-0"

1" 4

DETAIL

FIN. FLOOR AS PER ARCH. DWGS.

P A.

3 12" THK. SOUND ATTENUATION BLANKET

FIRE RETARD ALL CEILINGS W/ 1 LAYER 5/8" TYPE 'x' GWB THRU-OUT

4. FLOOR DRAIN - BATHROOM / KITCHEN DRAIN

GAT CLIP 481-5L CAT.# 46-59SM OR APP'D EQUAL

1\" WIDE x [" THK. COLD ROLLED #475, 4'-0" O.C. MAX. CARRYING CHANNELS

L EE

138

1" 4

HA NR

1'-0"

134 5 8

HEADER

ATTACH HEADER TO JAMBS #10 X 1 HEX WASHER HEAD STAINLESS STEEL SCREWS

TU B

VARIES

MAX 1/4" SHIM SPACE

ST EE L

1 1/2" DIA. POL.

4'-0" O.C. MAX BOTH WAYS

4 1/2 X 4 1/2 HINGE FULL MORTISE

VARIES

SCALE: N.T.S

1/4" X 3 ANCHORS MARINE GRADE HONEYCOMB CORE

FIN. FLOOR AS PER ARCH. DWGS.

STL. WEB STIFFNER

HARDWARE REINFORCING & BACK-UP TUBE

1/4"~ THREADED GALV. STEEL RODS

MTL. FURRING STRIPS @ 16" O.C.

OIL-TEMEPERED HADRBOARD BACKER

PLYWOOD SUBFLOOR W/ 15lb. FELT OR BUILDING PAPER OVER

Client:

BRICK TIES @ 16" O.C. (TYP.)

Z CLIPS, SLOT, TAB OR OTHER APP'D FASTENING DEVICE

Proposed Two (2) Building, Residential, Four (4) Story, Penthouse & Cellar, Ten (10) Family Dwelling, Located @ 1168 Greene Avenue, Brooklyn, N.Y.

FIRE RETARD ALL CEILINGS W/ TWO LAYER 5/8" TYPE 'X' GWB THRU-OUT.

Details Sheet 2

4" BRICK MOISTURE BARRIER

BC 1009.1 STAIRWAY WITH THE WITH OF THE STAIRWAY SHALL BE DETERMINED AS SPECIFIED IN SECTION BC 1005.1, BUT SUCH WITH SHALL NOT BE LESS THAN 44 INCHES. EXCEPTIONS: A STAIRWAY THAT PROVIDES EGRESS TO THE EXIT DISCHARGE SOLELY FOR THE USE GROUP R-2 OCCUPANCIES, PROVIDED THE BUILDING IT SERVES IS 125 FEET OR LESS IN HEIGHT, AND PROVIDED SUCH A STAIRWAY SERVES NOT MORE THAN 30 OCCUPANTS PER FLOOR. BC 1009.11 HANDRAILS STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE. BC 1009.12 STAIRWAY TO ROOF AND ROOF ACCESS IN BUILDING FOUR OR MORE STORIES OR MORE THAN 40 FEET IN HEIGHT ABOVE THE GRADE, ONE STAIRWAY SHALL EXTEND TO THE ROOF SURFACE THROUGH A STAIRWAY BULKHEAD COMPLYING WITH SECTION BC 1509.2 UNLESS THE ROOF HAS A SLOPE STEEPER THAN 20 DEGREES. ACCESS TO SETBACK ROOF AREAS MAY BE THROUGH A DOOR OR WINDOW OPENING TO THE ROOF.

FINISHED BLOCK WALL CONTINUOUS SEALANT BOTH SIDES(THERMAL BREAKS) 0.040 ALUMINUM FACE SHEET SERIES 100BE

5 OPTIONAL BACK INSERT

FLOOR JOIST (SEE STRUCTURAL DWG.)

3. STAIR DETAIL

SCALE: N.T.S

6. TYPICAL SUSPENDED CEILING

UL G555

C8X18.75 SUPPORT BEAM (SEE STRUCTURAL DWG. FOR CONNECTION DETAIL) C8X11.5 SUPPORT BEAM CAST STEEL PLATE IN CONCRETE SLAB EDGE FOR FUTURE STAIRS CONNECTION

FLASHING

BASEPLATE FOR RAILING

1 2"

THE ARCHITECT SHALL NOT HAVE CONTROL OR

BEAM

CHAULKING

2. ALUMINUM DOOR DETAILS

6321 New Utrecht Avenue Brooklyn, N.Y. 11219 Tel. 718.259.1100 Fax. 718.259.0111

1 2"x2"

BRICOLAGE ARCHITECTURE & D E S I G N, PLLC

5. BOXED BEAM & COLUMN

SCALE: N.T.S

1 2" 42"

1. BRIDGE DETAIL

4'-0" O.C. MAX BOTH WAYS DRAWN BY: PROJECT No.:

FIRST FLOOR

3" x 3" STEEL ANGLE BOLTED TO STRINGER AND FLOOR

CAULK OUTLET PLUMBER TO CORE OPENING FOR FLOOR DRAIN

STRUCTURAL STEEL DECK (See Structural Dwgs.)

DETAIL

GAT CLIP 481-5L CAT.# 46-59SM OR APP'D EQUAL

- STAIR @ FIRST FLOOR SCALE: 1 1/2"= 1'-0"

1\" WIDE x [" THK. COLD ROLLED #475, 4'-0" O.C. MAX. CARRYING CHANNELS FIRE RETARD ALL CEILINGS W/ 'FIRE-GUARD' TYPE ACOUSTICAL CEILING TILES AS PER ARMSTRONG THRU-OUT OR APPROVED EQUAL

DATE:

T.B. 13-160 11-14-13

DRAWING No.:

A405.00 OF

G:\13-PROJECTS\13-160\13-160 WorkingDwgs\1168 Greene Avenue\13-160_1168-17-A405 Detail Sheet 2.dwg, 7/25/2016 9:29:49 AM, Sanketa, S.K., S.K.

1'-0"

5'-2"

3" 7'-116

EQ EQ

7'0" X 7'0" X 2'0" DEEP CONCRETE FOOTING W/ 8 -#5 REINF. BARS EACH WAY BOTTOM

REVISIONS:

1'-6" 2'-8"

3'-6" X 1'8" DEEP CONC. LOT LINE FOOTING W/ #5 REINF. BARS @ 10" O.C WAY BOTTOM

5'-37 8"

5'-2"

14'-387"

5'-2"

6321 New Utrecht Avenue Brooklyn, N.Y. 11219 Tel. 718.259.1100 Fax. 718.259.0111

1 06-23-15 STEPPED FOOTING ADDED

EQ 13'-283"

3'-6" 1'-6"

F100 1 1'-6" 1'-0"

18'-61 4"

3'-6" X 1'8" DEEP CONC. FOOTING W/ #5 REINF. BARS @ 1'-0" O.C EACH WAY BOTTOM

1" 12'-916

7'-0" FOOTING

2'0" x 1'0" DEEP CONC. FOOTING

7'-0"

5'-2"

7'0" X 7'0" X 2'0" DEEP CONCRETE FOOTING W/ 8 -#5 REINF. BARS EACH WAY BOTTOM

7'-0" FOOTING

481"

24'-912" 26'-912"

13 36'-1016 "

2'-8"

5" 13'-616 5'-883"

3'-6" X 1'8" DEEP CONC. FOOTING W/ #5 REINF. EACH WAY BOTTOM 1'-6" 1'-0"

7'-914"

8'-2" FNDTN WALL

1'-0"

9" 29'-116

18'-143"

18'-57 8"

3'-6" X 1'8" DEEP CONC. FOOTING W/ #5 REINF. BARS @1'-0" O.C. WAY BOTTOM

7'-6" FNDTN WALL

NEW 1'-8" THICK MAT FOOTING WITH 9# @ 12" OC. TOPAND BOTTOM BOTH DIRECTIONS.

F100 1

Foundation Plan

3'-6" X 1'8" DEEP CONC. FOOTING W/ #5 REINF. BARS @1'-0" O.C. WAY BOTTOM

7'-11" FT'G

2'-0" X 1'0" DEEP CONC. FOOTING

APPLICATION FILED UNDER JOB #320595334

Client:

THE ARCHITECT SHALL NOT HAVE CONTROL OR

ALL OTHER CMU WALLS AT ALL FLOORS TO BE REINFORCED W/ #6 @ 16" O.C VERTICALLY W/ GROUTING CELLS W/ REINFORCEMENT ONLY.

Proposed Two (2) Building, Residential, Four (4) Story, Penthouse & Cellar, Ten (10) Family Dwelling, Located @ 1168 Greene Avenue, Brooklyn, N.Y.

NOTE : ALL CMU WALL@ STAIR CORE TO BE FULLY GROUTED AND REINFORCED AS NOTED.

BRICOLAGE ARCHITECTURE & D E S I G N, PLLC

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

FOUNDATION PLAN

3'-6" X 1'8" DEEP CONC. FOOTING W/ #5 REINF. BARS @ 1'-0" O.C EACH WAY BOTTOM DRAWN BY:

17'-414"

3" 14'-116

18'-914"

11" 50'-216

PROJECT No.: DATE:

L.C. 13-160 11-14-13

DRAWING No.:

F0100.00 OF G:\13-PROJECTS\13-160\13-160 WorkingDwgs\1168 Greene Avenue\13-160_1168-26-S000 foundation Floor Structural.dwg, 7/26/2016 2:00:31 PM, Sanketa, S.K., S.K.

NOTE : ALL CMU WALL@ STAIR CORE TO BE FULLY GROUTED AND REINFORCED AS NOTED. ALL OTHER CMU WALLS AT ALL FLOORS TO BE REINFORCED W/ #6 @ 16" O.C VERTICALLY W/ GROUTING CELLS W/ REINFORCEMENT ONLY.

6321 New Utrecht Avenue Brooklyn, N.Y. 11219 Tel. 718.259.1100 Fax. 718.259.0111

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

BRICOLAGE ARCHITECTURE & D E S I G N, PLLC

FIRST FLOOR FRAMING PLAN

COLUMN SCHEDULE COL# 1B

1A FLOOR

CELLAR

77 K

72K

W6 X 25

110 K

113 K

W8 X 28

144 K

145K

W8 X 35

178K

177 K

W8 X 35

1'6" X 1'6" X 1"

BASE PLATE

SYMBOL

UNIT SIZE

BP1 BP2 BP3 BP4

7" X 1'-4" x 1 2" 11" X 1'-4" x 1 2" 11" X 2'-0" x 1 2" 7" X 2'-0" x 1 2"

1'6" X 1'6" X 1"

REMARKS

7'-914"

8'-2" FOUNDATION WALL

7'-11" FTG

UP 16R

LINTEL SCHEDULE SYMBOL

L-5 L-6

REVISIONS:

8" CONCRETE SHEAR WALL FROM CELLAR TO BOTTOM OF 2ND FLOOR SLAB W/ #9@12" VERT AND #4 @ 12" HORIZ.

9" 29'-116

8" CONCRETE SHEAR WALL FROM CELLAR TO FIRST FLOOR SLAB W #9@1'- 0" O.C VERTICALLY AND #4 @ 12" O.C. HORIZONTALLY

1 06-23-15 STEPPED FOOTING ADDED

41 8"

COL#1B

GREENE AVENUE

COL#1A

18'-614"

REMARKS

(2) 4" x 3 1/2" x 1/4" L's (3) 4" x 3 1/2" x 1/4" L's

1'-2"

13" 36'-1016

18'-143"

18'-578"

3'-4" R.O.

UNIT SIZE

- All Lintel's over 4'-0" in length supporting masonry shall be fireproofed w/ Metal Lath and 2" Cement Plaster unless otherwise noted

7'-4" FOUNDATION WALL

1'-9"

NOTE: ALL BEARINGS PLATES TO BEAR ON 12 COURSES OF SOLID BRICK BELOW UNLESS OTHER WISE NOTED.

Client:

APPLICATION FILED UNDER JOB #320595334

10'-0"

FIRST FL.

W6 X 25

Proposed Two (2) Building, Residential, Four (4) Story, Penthouse & Cellar, Ten (10) Family Dwelling, Located @ 1168 Greene Avenue, Brooklyn, N.Y.

10'-0"

SECOND FL.

W6 X 25

10'-0"

THIRD FL.

50 K

THE ARCHITECT SHALL NOT HAVE CONTROL OR

10'-0"

FOURTH FL.

50 K

First Floor Framing plan

10'-0"

ROOF/ FOURTH FL.

DRAWN BY: PROJECT No.: 13 6'-916 "

3" 14'-116

17'-414"

18'-914"

11 50'-216 "

DATE:

L.C. 13-160 11-14-13

DRAWING No.:

S100.00 OF G:\13-PROJECTS\13-160\13-160 WorkingDwgs\1168 Greene Avenue\13-160_1168-26-S100 First Floor Structural Plan.dwg, 7/26/2016 4:17:45 PM, Sanketa, S.K., S.K.

1" 316

1 1

COL#1A

2'-9" 17'-414"

COL#1B

3" 14'-116

A B

52'-111 8"

13" 37'-416

18'-143"

8" CONCRETE SHEAR WALL FROM CELLAR TO BOTTOM OF THE SECOND FLOOR SLAB W/ #9 @ 1'-0" VERT. & # 4 @ 1'-0" O.C HORIZ. ABOVE SECOND FLOOR TO BE FULLY GROUTED W/ #6 BARS @ 16" O.C

GREENE AVENUE

9" 29'-716

418"

18'-585"

UP 16R

DN 16R

13'-814" FNDTN WALL

18'-914" DRAWN BY:

PROJECT No.:

DATE:

6321 New Utrecht Avenue Brooklyn, N.Y. 11219 Tel. 718.259.1100 Fax. 718.259.0111

BRICOLAGE ARCHITECTURE & D E S I G N, PLLC

ALL OTHER CMU WALLS AT ALL FLOORS TO BE REINFORCED W/ #6 @ 16" O.C VERTICALLY W/ GROUTING CELLS W/ REINFORCEMENT ONLY.

NOTE : ALL CMU WALL@ STAIR CORE TO BE FULLY GROUTED AND REINFORCED AS NOTED.

Client:

APPLICATION FILED UNDER JOB #320595334 THE ARCHITECT SHALL NOT HAVE CONTROL OR

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

Proposed Two (2) Building, Residential, Four (4) Story, Penthouse & Cellar, Ten (10) Family Dwelling, Located @ Greene 1164 Avenue, Brooklyn, N.Y.

Second Floor Framing Plan

7'-914"

8'-4" FNDTN WALL

8'-0" FNDTN WALL

8" CONCRETE SHEAR WALL FROM CELLAR TO BOTTOM OF SECOND FLOOR SLAB SLAB W #9@12" VERT AND #4 @ 12" O.C. HORIZONTALLY

REVISIONS:

19'-014"

SECOND FLOOR FRAMING PLAN

3'-4" R.O.

L.C. 13-160 11-14-13

DRAWING No.:

S101.00 OF

G:\13-PROJECTS\13-160\13-160 WorkingDwgs\1168 Greene Avenue\13-160_1168-26-S101 Second Floor Structural.dwg, 7/26/2016 4:20:07 PM, Sanketa, S.K., S.K.

IIA3

IIA4

IIA5

IIA6

IIA9

AS REQUIRED TO VERIFY CONTINUOUS ENCLOSURE WHILE

APPROVED CONSTRUCTION DOCUMENTS

303.1,303.1.1, 303.1.2, 502.1, 502.2: ASHRAE 90.1 -5.5,5.6 OR 11; 5.8.1

AS REQUIRED DURING INSTALLATION.

AS REQUIRED DURING INSTALLATION, PRIOR TO FINAL CONSTRUCTION INSPECTION.

APPROVED CONSTRUCTION DOCUMENTS, NFRC 100, NFRC 200

NFRC 400, AAMA/WDMA/CSA 101/I.S.2/A440 ASTM E283; ANSI/DASMA 105

303.1, 303.3.1, 502.3: ASHRAE 90.1 -5.5,5.6 OR 11; 5.8.2

IIC1

ELECTRICAL METERING: THE PRESENCE AND OPERATION OF INDIVIDUAL METERS OR OTHER MEANS OF MONITORING INDIVIDUAL APARTMENTS SHALL BE VERIFIED BY VISUAL INSPECTED FOR ALL APARTMENTS.

PRIOR TO FINAL ELECTRICAL AND CONSTRUCTION INSPECTION

APPROVED CONSTRUCTION DOCUMENTS

505.7

IIC2

LIGHTING IN DWELLING UNITS: LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE VISUALLY INSPECTED TO VERIFY COMPLIANCE WITH HIGH-EFFICACY REQUIREMENTS

PRIOR TO FINAL ELECTRICAL AND CONSTRUCTION INSPECTION.

APPROVED CONSTRUCTION DOCUMENTS

505.5.3

IIC3

INTERIOR LIGHTING POWER: INSTALLED LIGHTING SHALL B VERIFIED FOR COMPLIANCE WITH THE LIGHTING POWER ALLOWANCE: BY VISUAL INSPECTION OF FIXTURES, LAMPS, BALLASTS AND TRANSFORMERS.

PRIOR TO FINAL ELECTRICAL AND CONSTRUCTION INSPECTION

APPROVED CONSTRUCTION DOCUMENTS

IIC4

EXTERIOR LIGHTING: INSTALLED LIGHTING SHALL VERIFIED FOR COMPLIANCE WITH SOURCE EFFICACY AND/OR THE LIGHTING POWER ALLOWANCE BY VISUAL INSPECTIONS OF FIXTURES, LAMPS, BALLASTS AND RELEVANT TRANSFORMERS.

PRIOR TO FINAL ELECTRICAL AND CONSTRUCTION INSPECTION

APPROVED CONSTRUCTION DOCUMENTS

IIC5

LIGHTING CONTROLS: EACH TYPE OF REQUIRED LIGHTING CONTROLS, INCLUDING: - OCCUPANT SENSORS - MANUAL INTERIOR LIGHTING CONTROL - LIGHT REDUCTION CONTROLS - AUTOMATIC LIGHTING SHUT-OFF - DAYLIGHT ZONE CONTROLS - SLEEPING UNIT CONTROLS - EXTERIOR LIGHTING CONTROLS SHALL BE VERIFIED BY VISUAL INSPECTION AND TESTED FOR FUNCTIONALITY AND PROPER OPERATION. EXIT SIGNS: INSTALLED EXIT SIGNS SHALL BE VISUALLY INSPECTED TO VERIFY THAT THE LABEL INDICATES THAT THEY DO NOT EXCEED MAXIMUM PERMITTED WATTAGE.

PRIOR TO FINAL ELECTRICAL AND CONSTRUCTION INSPECTION

APPROVED CONSTRUCTION DOCUMENTS, INCLUDING CONTROL SYSTEM NARRATIVES

505.5; ASFRAE 90.1 -9.1, 9.2, 9.5, 9.6; IRCNY 10107(c)(3)(v)(C)4 505.6: ASHRAE 90.1 -9.4.4,9.4.5; IRCNY 10107(c)(3)(v)(C)4 505.2; 505.2.2.2; ASHRAE 90.1 -9.4.1, 9.4.1.2

502.4; ASHRAE 90.1 -5.4.3.2

IIC6 PRIOR TO FINAL CONSTRUCTION INSPECTION AS REQUIRED DURING CONSTRUCTION

SEALING: OPENINGS AND PENETRATIONS IN THE BUILDING ENVELOPE, INCLUDING SITE-BUILT, FENESTRATION AND DOORS, SHALL BE VISUALLY INSPECTED TO VERIFY THAT A CONTINUOUS AIR BARRIER AROUND THE ENVELOPE FORMS AB AIR-TIGHT ENCLOSURE. THE PROGRESS INSPECTOR SHALL VISUALLY INSPECT TO VERIFY THAT MATERIALS AND/OR ASSEMBLIES HAVE BEEN TESTED AND MEET THE REQUIREMENTS OF THE RESPECTIVE STANDARDS, OR THAT THE BUILDING IS TESTED AND MEETS THE REQUIREMENTS OF THE STANDARD, IN ACCORDANCE WITH THE STANDARD(S) CITED IN THE APPROVED PLANS. BUILDING ENTRANCE VESTIBULES: REQUIRED ENTRANCE PRIOR TO FINAL VESTIBULES SHALL BE VISUALLY INSPECTED FOR PROPER CONSTRUCTION OPERATION. INSPECTION

APPROVED CONSTRUCTION DOCUMENTS APPROVED CONSTRUCTION DOCUMENTS; ASTM E2178, ASTM E 2357, ASTM E1677, ASTM E779, ASTM E283.

502.3: ASHRAE 90.1 -5.5.4,5.6 OR 11 502.4.3, 502.4.7; ASHRAE 90.1, -5.4.3.1

IIC7

TANDEM WIRING: TANDEM WIRING SHALL BE TESTED FUNCTIONALITY.

PRIOR TO FINAL ELECTRICAL AND CONSTRUCTION INSPECTION PRIOR TO FINAL ELECTRICAL AND CONSTRUCTION INSPECTION

APPROVED CONSTRUCTION DOCUMENTS

505.4; ASHRAE 90.1 -9.4.3

APPROVED CONSTRUCTION DOCUMENTS

505.3 ASHRAE 90.1 -9.4.2

PRIOR TO SOGN-OFF OR ISSUANCE OF FINAL CERTIFICATE OF OCCUPANCY

APPROVED CONSTRUCTION DOCUMENTS, INCLUDING ELECTRICAL DRAWINGS WHERE APPLICABLE; ASHRAE GUIDELINE 4: PREPARATION OF OPERATING AND MAINTENANCE DOCUMENTATION FOR BUILDING SYSTEMS

303.3, 503.2.9.3; ASHRAE 90.1 -4.2.2.3, 6.7.2.2, 8.7.2

IID. OTHER IID1

APPROVED CONSTRUCTION DOCUMENTS

502.4.6; ASHRAE 90.1 -5.4.3.4

MECHANICAL & SERVICE WATER HEATING INSPECTION

IIB2

OUTDOOR AIR INTAKES AND EXHAUST OPENINGS: DAMPERS FOR AS REQUIRED DURING APPROVED CONSTRUCTIONS STAIR AND ELEVATOR SHAFT VENTS AND OTHER OUTDOOR AIR INSTALLATION DOCUMENTS AMCA 500D INTAKES AND EXHAUST OPENINGS INTEGRAL TO THE BUILDING ENVELOPE SHALL BE VISUALLY INSPECTED TO VERIFY THAT SUCH DAMPERS, EXPECT WHERE PERMITTED TO BE GRAVITY DAMPERS, COMPLY WITH APPROVED CONSTRUCTION DRAWINGS. MANUFACTURER'S LITERATURE SHALL BE REVIEWED TO VERIFY THAT THE PRODUCER HAS BEEN TESTED AND FOUND TO MEET THE STANDARD. HVAC, SERVICE WATER HEATING AND POOL EQUIPMENT SIZING PRIOR TO FINAL APPROVED CONSTRUCTION AND PERFORMANCE: EQUIPMENT SIZING, EFFICIENCIES AND PLUMBING AND DOCUMENTS OTHER PERFORMANCE FACTORS OF ALL MAJOR EQUIPMENT CONSTRUCTION UNITS, AS DETERMINED BY THE APPLICANT OF RECORD, AND NO INSPECTION LESS THAN 15% OF MINOR EQUIPMENT UNITS, SHALL BE VERIFIED BY VISUAL INSPECTION AND, WHERE NECESSARY, REVIEW OF MANUFACTURER'S DATA. POOL HEATERS AND COVERS SHALL BE VERIFIED VISUAL INSPECTION. HVAC SYSTEM CONTROLS AND ECONOMIZERS & ECONOMIZERS AFTER INSTALLATION APPROVED CONSTRUCTION AND SERVICE HOT WATER SYSTEM CONTROLS: NO LESS THAN 20% AND PRIOR TO FINAL DOCUMENTS, INCLUDING OF EACH TYPE OF REQUIRED CONTROLS AND ECONOMIZERS ELECTRICAL AND CONTROL SYSTEM SHALL BE VERIFIED BY VISUAL INSPECTION AND PROPER CONSTRUCTION NARRATIVES: ASHRAE OPERATION. SUCH CONTROLS SHALL INCLUDE, BUT AREA NOT INSPECTION, EXCEPT GUIDELINE 1: THE HVAC LIMITED TO: THAT FOR CONTROLS COMMISSIONING PROCESS - THERMOSTATIC WITH SEASONALLY WHERE APPLICABLE - SET POINT OVERLAP RESTRICTION DEPENDENT - OFF-HOUR FUNCTIONALITY, SUCH - SHUTOFF DAMPER TESTING SHALL BE - SNOW-MELT SYSTEMS PERFORMED BEFORE - DEMAND CONTROL SYSTEMS SIGN-OFF FOR ISSUANCE - OUTDOOR HEATING SYSTEMS OF A FINAL CERTIFICATE - ZONES OF OCCUPANCY. - ECONOMIZERS - AIR SYSTEMS - VARIABLE AIR VOLUME FAN - HYDRONIC SYSTEMS - HEAT REFECTION EQUIPMENT FAN SPEED - COMPLEX MECHANICAL SYSTEMS SERVING MULTIPLE ZONES - VENTILATION - ENERGY RECOVERY SYSTEMS - HOT GAS BYPASS LIMITATION - TEMPERATURE - SERVICE WATER SYSTEMS - HOT WATER SYSTEMS - POOL HEATER AND TIME SWITCHES - EXHAUST HOODS - RADIANT HEATING SYSTEMS. CONTROLS WITH SEASONALLY DEPENDENT FUNCTIONALITY: CONTROLS WHOSE COMPLETE OPERATION CANNOT BE DEMONSTRATED DUE TO PREVAILING WEATHER CONDITIONS TYPICAL OF THE SEASON DURING WHICH PROGRESS INSPECTIONS I WILL BE PERFORMED SHALL BE PERMITTED TO BE SIGNED OFF FOR THE PURPOSE OS A TEMPORARY CERTIFICATE OF OCCUPANCY WITH ONLY A VISUAL INSPECTION, PROVIDED, HOWEVER, THAT THE PROGRESS INSPECTOR SHALL PERFORM A SUPPLEMENTAL INSPECTION WHERE THE CONTROLS ARE VISUALLY INSPECTED AND TESTED FOR FUNCTIONALITY AND PROPER OPERATION DURING THE NEXT IMMEDIATE SEASON THEREAFTER. THE OWNER SHALL PROVIDE FULL ACCESS TO THE PROGRESS INSPECTOR WITHIN TWO WEEKS OF THE PROGRESS INSPECTOR'S REQUEST FOR SUCH ACCESS TO PERFORM THE PROGRESS INSPECTION. FOR SUCH SUPPLEMENTAL INSPECTIONS, THE DEPARTMENT SHALL BE NOTIFIED BY THE APPROVED PROGRESS INSPECTION, AGENCY OF ANY UNRESOLVED DEFICIENCIES IN THE INSTALLED WORK WITHIN 180 DAYS OF SUCH SUPPLEMENTAL INSPECTION.

502.4.4: ASHRAE 90.1 -6.4.3.4

IIB5

DUCT, PLENUM & PIPING INSULATION & SEALING: INSTALLED DUCT AND PIPING INSULATION SHALL BE VISUALLY INSPECTED TO VERIFY PROPER INSULATION PLACEMENT AND VALUES. JOINTS, LONGITUDINAL AND TRANSVERSE SEAMS AND CONNECTIONS IN DUCTWORK SHALL BE VISUALLY INSPECTED FOR PROPER SCALING.

AFTER INSTALLATION APPROVED CONSTRUCTIONS AND PRIOR TO CLOSING DOCUMENTS, SMACNA DUCT SHAFTS, CEILINGS AND CONSTRUCTION STANDARD, WALLS METAL AND FLEXIBLE

503.2.7, 503.2.8, 504.5: ASHRAE 90.1 - 6.3, 6.4.4.2, 6.8.2, 6.8.3, 7.4.3

IIB6

AIR LEAKAGE TESTING FOR HIGH-PRESSURE DUCT SYSTEMS:FOR DUCT SYSTEMS DESIGNED TO OPERATE AT STATIC PRESSURES IN EXCESS OF 3 INCHES W.G. (746 PA), REPRESENTATIVE SECTIONS, AS DETERMINED BY THE PROGRESS INSPECTOR, TOTALING AT LEAST 25% OF THE DUCT AREA, PER ECC 503.2.7.1.3, SHALL BE TESTED TO VERIFY THAT ACTUAL AIR LEAKAGE IS BELOW ALLOWABLE AMOUNTS.

AFTER INSTALLATION AND SCALING AND PRIOR TO CLOSING SHAFTS, CEILINGS AND WALLS

503.2, 504.2, 504.7: ASHRAE 90.1 -6.3, 6.4.1, 6.4.2, 6.8: 7.4, 7.8

503.2.4, 503.2.5.1, 503.2.11, 503..3, 503.4, 504.3, 504.6, 504.7, ASHRAE 90.1 -6.3, 6.4, 6.5, 6.7.2.4, 7.4.4, 7.4.5

MAINTENANCE INFORMATION : MAINTENANCE MANUALS FOR MECHANICAL, SERVICE HOT WATER AND ELECTRICAL EQUIPMENT AND SYSTEMS REQUIRING PREVENTIVE MAINTENANCE SHALL BE REVIEWED FOR APPLICABILITY TO INSTALLED EQUIPMENT AND SYSTEMS BEFORE SUCH MANUALS ARE PROVIDED TO THE OWNER. LABELS REQUIRED FOR SUCH EQUIPMENT OR SYSTEMS SHALL BE INSPECTED FOR ACCURACY AND COMPLETENESS.

MECHANICAL NOTES: PROVIDE VIBRATION ISOLATORS FOR MECHANICAL EQUIPMENT INCLUDING FAN COIL UNITS, FANS, AND CONDENSERS REFRIGERANT PIPE ROUTING TO BE COORDINATED IN FIELD AND INSTALLED PER MANUFACTURER'S REQUIREMENTS AND SPECIFICATIONS CONDENSATE DRAIN ROUTING TO E COORDINATED IN FIELD TO NEAREST INDIRECT WASTE PROVIDE FIRE DAMPERS WITH ACCESS DOORS AS NEEDED FOR ALL DUCTWORK PENETRATING RATED PARTITIONS REFER TO RISER DIAGRAM FOR RISER SIZES, OFFSETS AND ADDITIONAL NOTES PROVIDE ACOUSTICAL LINING AS INDICATED ON PLANS, RISER AND/OR SPECIFICATIONS/DETAILS PROVIDE ROOFTOP MECHANICAL EQUIPMENT WITH SUPPORT DUNNAGE OR MOUNTING PADS, RESTRAINTS AND VIBRATION ISOLATORS PER MANUFACTURER'S REQUIREMENTS - COORDINATE FINAL SUPPORT SELECTION WITH STRUCTURAL DRAWINGS PROVIDE PROPER SUPPORTS, WEATHERPROOFING, AND SEALING FOR ALL EXTERIOR DUCT WORK PROVIDE AUXILIARY DRIP PANS WITH LEAK DETECTORS WITH AUTOMATIC SHUT OFF FOR ALL FAN COIL UNITS CONDENSATE DRAIN ROUTING TO BE COORDINATED IN FIELD TO NEAREST INDIRECT WASTE PROVIDE VOLUME DAMPERS AT ALL BRANCH DUCTS FOR ALL SUPPLY, RETURN AND EXHAUST SYSTEMS PROVIDE ACCESS DOORS TO ALL SERVICEABLE DEVICES AND LOCATIONS REFER TO RISER DIAGRAM FOR RISER SIZES, OFFSETS AND ADDITIONAL NOTES ALL EXHAUST AND FRESH AIR RISERS/OFESTS TO BE WITHIN FIRE RATED ENCLOSURES PROVIDE 100SQ.IN. OPENINGS TO ALL LAUNDRY ROOMS FOR MAKE UP AIR PROVIDE DOOR UNDERCUTS ON ALL BATHROOMS FOR MAKE UP AIR

Final commissioning report required within 18 months of the issuance of the Certificate of Occupancy or Letter of Completion. Report to show compliance with all requirements in accordance with department rules as per EC408.2.5.4; All other commissioning reports required for Final Mechanical Inspection in accordance with each set of control systems as per Section C408, including Building Mechanical Systems, Service Water Heating Systems, and Electrical Power & Lighting Systems.

NOTES: See mechanical drawings for equipment specification regarding heating and cooling loads. Mechanical engineer and Contractor to specify equipment in which the load is calculated in accordance with the procedures described in ANSI/ASHRAE/ACCA Standard 183, and must comply with all sub-sections regarding HVAC equipment efficiency. THERMAL ENVELOPE NOTES: A continuous air barrier (thermal envelope) shall be provided where applicable at joints, fenestration, doors, and all components comprising the exterior envelope of building either inside or outside in accordance with sections EC402.4 thru EC402.4.9.4. Documentation for compliance with air leakage mandatory provisions at air barriers,fenestration,recessed lighting,vapor retarders,vented opening, and at junctures where roof assembly could be subject to moisture damage provided by Reports from Manufacture and as shown through details of said junctures. - See Notes from Manufacture on Window Schedule Sheet A-410.00 - Equipment required for EC403.2.4.4.1 - Shutoff Dampers, See note at Bulkhead on Roof Plan DUCT AND PLENUM INSULATION AND SEALING NOTE: All supply and return air ducts and plenums shall be insulated to comply with SectionEC403.2.7; Unconditioned Spaces minimum R-6, Exterior minimum R-8. Refer to Mechanical Plans for Details and Notes by Mech. Engineer (DCV) CALCULATION N/A - NO COMMERCIAL OR COMMUNITY OCCUPANCY SPACES PRESENT FOR CFM/PERSON AIR REGULATION N/A - NO SPACES REQUIRED . the thermal envelope of buildings shall comply with sections EC402.4.1 through EC402.4.8. Air Economizers shall comply with sections EC403.3.1.1.1 through EC403.3.1.1.4. N/A - Not Present ENERGY RECOVERY VENTILATION SYSTEMS . Before 2014 Code - Section 503.2.6 , Larget Fan Exhaust system does not exceed 5,000CFM Total, ERV Not Required. After 2014 Code - Section 403.2.6, Exemption 8. : Largest source of air exhausted at a single location does not exceed 75% of Largest Fan Exhaust Air Flow Rate at Outside Air Location. Tabular analysis for reference, see fan schedule, m-001.00 for exhaust fan cfm rates. Outside air exhaust fan CFM: Requirement for exemption: 530 CFM X 75% = 397.5 CFM Largest exhaust fan CFM:

REVISIONS:

IIB4

303.2.1; ASHRAE 90.1 - 5.8.1.7

IIB.

IIB3

APPROVED CONSTRUCTION DOCUMENTS

Client:

IIA2

AS REQUIRED DURING FOUNDATION WORK BACKFILL

6321 New Utrecht Avenue Brooklyn, N.Y. 11219 Tel. 718.259.1100 Fax. 718.259.0111

PROTECTION OF EXPOSED FOUNDATION INSULATION: INSULATION SHALL BE VISUALLY INSPECTED TO VERIFY PROPER PROTECTION WHERE APPLIED TO THE EXTERIOR OF BASEMENT OR AND PRIOR TO CELLAR WALLS, CRAWL-SPACE WALLS AND/OR THE PERIMETER OF SLAB-ON-GRADE FLOORS. INSULATION PLACEMENT AND R-VALUES: INSTALLED INSULATION FOR EACH COMPONENT OF THE CONDITIONED SPACE ENVELOPE AND AT JUNCTIONS BETWEEN COMPONENTS SHALL BE VISUALLY INSPECTED TO ENSURE THAT THE R-VALUES ARE MARKED, THAT SUCH R-VALUES CONFORM TO THE R-VALUES IDENTIFIED IN THE CONSTRUCTION DOCUMENTS AND THAT THE INSULATION IS PROPERLY INSTALLED CERTIFICATIONS FOR UNMARKED INSULATION SHALL BE SIMILARLY VISUALLY INSPECTED. FENESTRATION THERMAL VALUES & PRODUCT RATINGS: U-FACTORS AND SHGC VALUES OF INSTALLED FENESTRATION SHALL BE VISUALLY INSPECTED FOR CONFORMANCE WITH THE U-FACTORS AND SHGC VALUES IDENTIFIED IN THE CONSTRUCTION DRAWINGS BY VERIFYING THE MANUFACTURER'S NFRC LABELS OR, WHERE NOT LABELED, USING THE RATINGS IN ECC TABLES 303.1.3(1),(2) AND (3). WHERE ASHRAE 90.1 IS USED, VISIBLE LIGHT TRANSMITTANCE VALUES SHALL BE VERIFIED. FENESTRATION & DOOR ASSEMBLY PRODUCT RATINGS FOR AIR LEAKAGE: WINDOWS AND SLIDING OR SWINGING DOOR ASSEMBLIES, EXCEPT SITE-BUILT WINDOWS AND/OR DOORS, SHALL BE VISUALLY TO VERIFY THAT INSTALLED ASSEMBLIES ARE LISTED AND LABELED BY THE MANUFACTURER TO THE REFERENCED STANDARD. FOR CURTAIN WALL, STOREFRONT GLAZING, COMMERCIAL ENTRANCE DOORS AND REVOLVING DOORS, THE TESTING REPORTS SHALL BE REVIEWED TO VERIFY THAT THE INSTALLED ASSEMBLY COMPLIES WITH THE STANDARD CITED IN THE APPROVED PLANS. FENESTRATION AREAS: DIMENSIONS OF WINDOWS, DOORS, AND SKYLIGHTS SHALL BE VERIFIED BY VISUAL INSPECTION.

IIC. ELECTRICAL POWER AND LIGHTING SYSTEMS

Proposed Two (2) Building, Residential, Four (4) Story, Penthouse & Cellar, Ten (10) Family Dwelling, Located @ 1168 Greene Avenue, Brooklyn, N.Y.

IIA1

ECC OR OTHER CITATION

BRICOLAGE ARCHITECTURE & D E S I G N, PLLC

ENVELOPE INSPECTIONS

REFERENCE STANDARD OR OTHER CRITERIA

IIA

PERIODIC (MIN..)

THE ARCHITECT SHALL NOT HAVE CONTROL OR

INSPECTION/TEST

ENERGY NOTES

Progress Inspections/Energy Requirements

TABLE II - PROGRESS INSPECTIONS FOR ENERGY CODE COMPLIANCE (COMMERCIAL BUILDINGS)

APPROVED CONSTRUCTION 503.2.7.1.3; DOCUMENTS; SMACNA HVAC ASHRAE 90.1 AIR DUCT LEAKAGE TEST -6.4.4.2 MANUAL DRAWN BY: PROJECT No.: DATE:

L.C. 13-160 11-14-13

DRAWING No.:

EN010.00 OF G:\13-PROJECTS\13-160\13-160 WorkingDwgs\1168 Greene Avenue\13-160_1168-5-EN007-EN008 ENERGY.dwg, 7/25/2016 9:28:22 AM, Sanketa, S.K., S.K.