68'-7 1/2"
17'-7 3/4"
2'-5"
31
5'-1"
10'-11 3/4"
2'-6"
29'-0"
1'-0"
2'-8"
4'-10"
MECH. CHASE
STACKED W/D
4'-4"
15'-9 3/4"
7'-6 1/2"
6'-9"
4'-4"
6'-2 1/4"
8'-8 1/2"
EXIST. ADJ. (6) STORY (MASONRY) #55
04/A-501 SD/CO
E
SD/CO
3'-6"
HALL
IGN
o 5'-0"
10
A-403
04
02
INTERCOM
06/A-501 3'-4" R.O.
1'-9 1/2" U.D.
3'-3" U.D.
3'-4"
1'-9 1/4" F.O. 3'-8
3'-0"
2'-0"
9'-2"
1'-0"
6'-5"
3'-4"
1'-0"
3'-2 3/4" F.O. 1/4" 10'-6
5'-8 1/2"
23'-3 1/4"
1.5 BRICKS
Scale: 1/4" = 1'-0"
4'-3"
1'-4"
1'-0"
45°
45° 1'-0"
2'-5 1/2"
3RD - 5TH FLOOR PLAN, TYP.
1.5 BRICKS
22'-1 1/2"
65'-2 1/2"
02 A-102
1/2"
1.5 BRICKS
17'-8 3/4"
6'-1 1/2"
1'-0"
8"
8'-8"
3'-5"
1'-0"
1.5 BRICKS
4'-3"
3 BRICKS
1'-10 1/2" R.O.
EXIST. ADJ. (4) STORY & BASEMENT (MASONRY) #59
1'-0"
1.5 BRICKS
7 16'-9"
01 A-301
WHITE OAK
6'-4"
01/A-501
05/A-501
45°
CLOSET NOTE: ALL BEDROOM CLOSETS TO BE SUPPLIED W/ UPPER SHELVES AND A HANGING ROD
2'-4" U.D.
MECH. CHASE
2'-5" R.O.
UP 16R @ 7.5" 15T @ 10.5"
I
3'-1"
3'0"
WHITE OAK
5 CL.
6'-0"
6'-0"
4
03/A-501
BEDROOM 1
3'-4"
STAIR 1
6'-6 3/4"
3'-2"
DN 16R @ 7.5" 15T @ 10.5"
ELEVATOR
WHITE OAK
1.5 BRICKS
SD/CO
08/A-501
LIVING/DINING ROOM
3 1/2"
03
C
H
1'-0"
CL.
6
2'-3 3/4" F.O.
11
2'-0"
03
4
BEDROOM 2
18'-3" LOT LINE
A-403
4'-10"
12
K
02
I
CL.
E
1'-6"
E
10'-5"
01
1'-6" BATHROOM 1
09
3'-0"
BATHROOM 2
VESTIBULE
2'-8"
A-402
E
09/A-501 B
FOYER
5'-4"
04
ALIGN
02/A-501
16'-10 1/2"
SD/CO
01
12'-11"
18'-0" BUILDING
KITCHEN
8'-4"
3
2'-2"
L
AL
R/FR
DW
3'-1"
DISH CL.
1'-4"
1.5 BRICKS
4'-3"
3 BRICKS
1.5 BRIC
17'-9"
PLAN WALL SECTION @ 6TH FLOOR
03 A-303
04 A-303
Scale: 3/4" = 1
1'-0"
1.5 BRICKS
Scale: 3/4" = 1'-0"
PLAN WALL
68'-7 1/2" 45°
6'-9"
1'-4"
1'-0"
1'-0"
9'-2"
10'-5"
1'-0"6
5'-3"
REVISIONS 01: 01B - CHANGES MADE AS REQ. BY ENERGY COD COMPLIANCE.
1.5 BRICKS
18'-3" LOT LINE
5'-0"
1.5 BRICKS
SD/CO
CLOSET NOTE: ALL BEDROOM CLOSETS TO BE SUPPLIED W/ UPPER SHELVES AND A HANGING ROD
01 A-301
WHITE OAK
1.5 BRICKS
6'-0"
I
1'-0"
3'-2" MECH. CHASE
45°
06/A-501
8
12'-5 1/2"
2'-0"
3'-8 1/2"
10'-6 1/4"
1'-10 1/2" R.O. 3'-4" R.O.
22'-5 1/2"
3'-3" U.D.
6TH FLOOR ROOF TERRACE
3'-4" R.O.
1'-9 1/2" U.D.
3'-4"
1'-0"
3'-3" U.D. 1'-10 1/2" R.O. 23'-3 3'-2 3/4" F.O.1/4" 1'-9 1/2" U.D.
1'-9 1/4" F.O.
3'-4" R.O. 3'-3" U.D.
1'-9 1/4" F.O.
3'-2 3/4" F.O.
EL. 69' 0"
5'-8 1/2"
6'-4"
8'-8"
3'-2 3/4" F.O.
4'-3"
SLIDING WINDOW W/FIXED GLASS, DOUBLE INSULATED GLASS, TYP. SEE WINDOW SCHEDULE A-601.
ENDICOTT IRONSPOT 77 SMOOTH BRICK; SEE BRICK SCHEDULE FOR TYPES.
5'-3"
1'-5 1/2"
17'-9"
Scale: 3/4" = 1'-0" PLAN WALL SECTION @ 2ND FLOOR Scale: 3/4" = 1'-0"
PAINTED WD WINDOW SILL, TYP.
DOUBLE HUNG WINDOW W/FIXED GLASS, DOUBLE INSULATED GLASS, TYP. SEE WINDOW SCHEDULE A-601.
1'-4" 1'-4"
1'-0"
1.5 BRICKS
4'-3"
1.5 BRICKS
4'-3"
1'-0"
1.5 BRICKS 1.5 BRICKS
17'-9"
TYPICAL PLAN WALL SECTION @ 3RD & 4TH FLOORS
A-302
1'-0" 4'-3"
1'-0" 1'-0"
1'-0"
1'-0"
1.5 BRICKS 1'-0"
4'-3"
01 A-303 04
1'-0"
1'-0" 1.5 BRICKS 1'-0"
3 BRICKS
1.5 BRICKS 1.5 BRICKS
2'-5 1/2" 1.5 BRICKS
45°
1'-0"
Scale: 1/4" = 1'-0"
5/8" GYP. BOARD APPLIED TO 7/8" METAL FURRING CHANNELS @ 16" O.C. W/ 1" TYPES DRYWALL SCREWS 1 1/2" CARRYING CHANNEL, 4'-0" MAX SPACING
34°
1.5 BRICKS 1.5 BRICKS
1'-0"
2ND FLOOR PLAN
45°
01 A-102
1'-0"
65'-2 1/2"
6TH FLOOR
3 BRICKS
3'-9"
2'-5" R.O.
2'-0"
17'-8 3/4"
2'-4" U.D.
1'-0"
EXIST. ADJ. (4) STORY & BASEMENT (MASONRY) #59
2'-3 3/4" F.O.
2
10'-5 3/4"
ANODIZED 16 GAUGE BREAK METAL, PAINTED TO MATCH WINDOWS. CONTINUOUS WATERPROOFING MEMBRANE AT SILL. FLASHING AS REQ. TYP.
REVISIONS 02 02A - CHANGES MADE TO REAR FACADE FROM B VENEER TO STUCCO. 02B - CHANGES TO FRONT FACADE ELEVATION + SCHEDULE IDENTIFYING BRICK TYPES.
03/A-501
5 CL.
UP 16R @ 7.5" 15T @ 10.5"
WHITE OAK
BEDROOM 1
3'-3 1/2"
01/A-501
05/A-501
8"
7'-1 1/2" R.O. 7'-0 1/2" U.D. 7'-0 1/4" F.O.
FINISHED FLOOR ON TOP OF 3/4" PLY SUB-FLOOR, TYP.
5TH FLOOR
BEDROOM 2
1'-0"
CL.
03
Scale: 3/4" = 1'-0"
3'0"
CL.
02
STAIR 1
03/A-501
4x7x3/8" STL. SHELF ANGLE, TYP.*
EL. 68' 4"
A-403
PLAN WALL SECTION 11 @ 5TH FLOOR
02 A-303 C
DN 16R @ 7.5" 15T @ 10.5"
ELEVATOR
CONT. ROOFING MEMBRANE LAPPED UP PARAPET WALL, TYP. 10x6x3/8" RECT. STL. TUBE, TYP.* COMPOSITE STL. DECK W/CONCRETE, TYP.*
04
08/A-501
STORAGE ROOM J
4
H
o 5'-0"
4'-3"
17'-9"
3'-1"
BEDROOM 3
CL.
10
1'-6"
E
6'-6 3/4"
E
MIN. 42"
02/A-501
8'-5 1/2"
8
A-403
I
E
1'-0"
01 1.5 BRICKS
4'-3"
2'-8"
SD/CO
1'-9 1/2"
2
E
10/A-501
BATHROOM 1
09
4'-10"
BATHROOM 2'-5 2 1/2"
1.5 BRICKS
1.5 BRICKS
AL
3'-5" 8'-2 1/2"
3'-0"
VESTIBULE
12
3'-6 3/4"
17'-2"
18'-0" BUILDING
WHITE OAK
3
MIN. 42"
EL. 78' 4"
ALIGN
6'-5" ROOF
E
09/A-501 B
K
ENDICOTT IRONSPOT 77 SMOOTH BRICK; SEE BRICK SCHEDULE FOR TYPES. 1/4" STL. PLATE BLOCKING 6" CMU, TYP. RIGID INSULATION, PITCHED TO DRAIN MTL. REGLET W/MTL. FLASHING, TYP.
HALL
45°
SD/CO
SD/CO
E
SD/CO
45°
STUDY
ANODIZED 16 GAUGE BREAK METAL, PAINTED TO MATCH WINDOWS. CONTINUOUS WATERPROOFING MEMBRANE. FLASHING AS REQ. TYP.
10x6x3/8" STL. TUBE, TYP.*
HALL
3 BRICKS
04/A-501
2
1'-6"
3
4
2'-2"
4
1'-0"
1'-0"
5
3'-2 3/4" F.O.
3'-0"
6
1'-9 1/4" F.O.
3'-6"
7
3'-3" U.D.
5'-4"
8
8'-8 1/2"
6'-2 1/4" 3'-4" R.O.
1'-9 1/2" U.D.
1'-0"
9
DN 15R @ 8" 14T @ 10"
IGN
15 14 13 12 11 10
WHITE OAK
4'-5 1/2"
1'-10 1/2" R.O.
6'-4"
7'-6 1/2"
2'-4" U.D.
4'-4"
1'-0" 2'-5" R.O.
4'-10"
10'-9 1/4" EXIST. ADJ. (6) STORY (MASONRY) #55
1.5 BRICKS
10'-6 1/4"
15'-9 3/4"
3'-4"
29'-5"
2'-3 3/4" F.O.
22'-3 3/4"
ARCHITECT: ROBERT MARINO ARCHITECTS
COMPOSITE STL. DECK W/CONCRETE, TYP.*
601 W. 26TH ST. RM M255
EL. 58' 4"
NEW YORK, NY 10001 PHONE: 212-645-2487
STL. SHELF ANGLE, TYP.*
STRUCTURAL ENGINEER:
2ND FLOOR
EXPANSION JOINT @ EVERY FLOOR, TYP. SEE ELEVATIONS A-201.
HORIZONTAL CONTROL JOINT WITH MTL FLASH AS REQ.'D, TYP. @ EACH FLOOR.
A DEGREE OF FREEDOM
DENSGLASS APPLIED TO 2X4 20 GAUGE MTL STUDS W/R13 BATT INSULATION W/VAPOR BARRIER AT WARM SIDE. FLASHING AS REQ.'D, TYP.
3 LAYERS STUCCO FINISH W/ METAL MESH APPLIED TO DENSGLASS, TYP.
NEW YORK, NY 10001
1" RIGID ISULATION
DENSGLASS APPLIED TO 2X6 20 GAUGE MTL STUDS W/R19 BATT INSULATION W/VAPOR BARRIER AT WARM SIDE. FLASHING AS REQ.'D, TYP.
5/8" GYP BD APPLIED TO 2X4 20 GAUGE MTL STUD @ 16" O.C. W/R13 BATT INSULATION W/VAPOR BARRIER AT WARM SIDE. FLASHING AS REQ.'D, TYP.
6'-6"
3'-4" U.D.
3'-3 1/2" F.O.
3'-5" R.O.
231 W. 29TH ST., STE 802
PHONE: 212-495-9370
M/E/P ENGINEER: NEW YORK ENGINEERS
3'-4" R.O.
3 E. 54TH ST., 7TH FLOOR
3'-3" U.D.
NEW YORK, NY 10022
3'-2 3/4" F.O.
PHONE: 212-575-8094 1 BRICK
OWNER: VERSE DEVELOPMENT LLC
1'-4"
555 W. 59TH ST.
1'-0"
1'-0"
45°
34°
1'-0"
WEEPHOLES AT EVERY FLOOR, TYP.
1.5 BRICKS
1 BRICK
EL. 58' 4"
NEW YORK, NY 10019 PHONE:
PROJECT: 1'-0" 3 BRICKS
1'-5 1/2"
4'-3"
1'-9 1/2"
1.5 BRICKS
4'-3"
1.5 BRICKS
9'-6"
1'-0"
PROPOSED 6 STORY RESIDENTIAL BUILDING 1.5 BRICKS
17'-9"
03 A-302
PLAN WALL SECTION @ GROUND FLOOR
WALL SECTIONS I AND BRICK SCHEDULE
Scale: 3/4" = 1'-0"
DATE:
BASE PLANE
09/19/2014
EL. 18' 4"
harlem condos (verse development) BRICK SCHEDULE: new york, new york A six story, 5 unit, ground up building on East 130th St. in Harlem. Typical units on the 3rd - 5th floors consist of 2 bedrooms/2 bathrooms while a 3 bedroom/2.5 bathroom duplex unit is located on the ground floor and a 1 bedroom/1 bathroom unit on the 6th floor. The client wanted to have a modern, sophisticated building that would fit into its context. The facade is articulated by a simple 3 bay grid using brick pier components that respond to programmatic shifts at each floor.
10" POURED CONC.*
*NOTE: VERIFY WITH OWNER PRIOR TO PURCHASE
1" RIGID INSULATION 2 LAYERS 5/8" GYP. BOARD APPLIED TO 7/8" MTL FURRING CHANNELS @ 16" O.C. W/ 1" TYPES DRYWALL SCREWS
*FOR MORE INFORMATION, SEE STRUCTURAL DRAWINGS.
SYM.
BRICK TYPE 'B'
BRICK TYPE 'C'
BRICK TYPE 'D'
BRICK TYPE 'E'
MODULAR BRICK
DOGLEG CORNER
DOGLEG CORNER
DOGLEG CORNER
DOGLEG CORNER
DIM.
AS SHOWN
AS SHOWN
AS SHOWN
AS SHOWN
AS SHOWN
DEG.
90
135
158
146
124
4" CONCRETE SLAB*
SPEC.
ENDICOTT IRONSPOT 77 SMOOTH
ENDICOTT IRONSPOT 77 SMOOTH
ENDICOTT IRONSPOT 77 SMOOTH
ENDICOTT IRONSPOT 77 SMOOTH
ENDICOTT IRONSPOT 77 SMOOTH
PRE-MOLDED 1/2" EXPANSION JOINT
DWG.
1" RIGID INSULATION ALONG SLAB EDGE & PERIMETER; A+B DIM. AS SHOWN = 24" MIN.
A
A
B
B
6" CRUSHED STONE*
146°
158°
Scale: 3/4" = 1'-0"
02
TYPICAL REAR WALL SECTION Scale: 3/4" = 1'-0"
8"
10/23/2015
FOR BRICK ORDER ONLY
01/06/2016
FOR CONSTRUCTION_ REV
SCALE: AS NOTED DATE: 04-07-2014
DRAWN BY: BB CHECKED BY: ROBERT M DWG REF. NUMBER:
A-302 PAGE: 12 OF 20
124°
4"
TYPICAL STREET WALL SECTION
FOR BIDS ONLY FOR CONSTRUCTION
FOR CONSTRUCTION_ REV
4"
4" 8"
01
SUBMISSION:
12/16/2014 03/05/2015
4"
135°
4"
EL. 9' 10"
BRICK TYPE 'A'
TYPE
5/8" GYP. BOARD APPLIED TO 1-5/8"X2-1/2" 20 GUAGE MTL STUD @ 24" O.C. W/ R13 BATT INSULATION
CELLAR
57 E. 130TH ST. NEW YORK, NY 10027
DRAWING TITLE:
8"
8"
8"
BRANDONBLOCK brandon.bloc@gmail.com
THIS SPACE IS RESERVED FOR D.O.B. USE ONLY
A-001
Scale: 1/4" = 1'-0"
A-001
Scale: 1/4" = 1'-0"
*NOTE: ALL DIMENSIONS TO BE VERIFIED IN FIELD
DOOR+WINDOW SCHEDULE: SYMBOL:
EXISTING HOUSE BEYOND
LEGEND:
1
REMARKS:
A
2
SYMBOL:
TYPE:
FIXED GLASS
SLIDING
SLIDING GLASS
EXTG. TO REMAIN NO CHANGE.
*R.O.:
9'-2 1/2" WD X 5'-4" HT (GLASS SIZE)
5'-11" WD X 2'-0" HT
6'-4" WD X MATCH EXTG. WINDOW HEAD HT.
QTY.:
4
2
1
NEW EXTERIOR LATERAL BRACING WALL WD FRAMING
SPECS & REMARKS:
CLEAR DBL PANE LOW-E, TEMPERED
DWG.:
CLEAR DBL PANE LOW-E, TEMPERED
CLEAR DBL PANE LOW-E, TEMPERED
1a
NEW EXTERIOR WALL 2X6 WD FRAMING @ 16" O.C., TYP.
2
ROBERT MARINO ARCHITECTS
20'-0"
9'-2 1/2"
7'-0"
NEW YORK, NY 10001 PHONE: 212-645-2487 FAX: 212-645-2905
PROJECT: GORDON HOUSE ADDITION 8 DARTMOUTH RD.
1b 6'-0"
COS COB, CT
6'-4"
DRAWING TITLE:
*NOTE: ALL DIMENSIONS TO BE VERIFIED IN FIELD
PLANS AND ELEVATIONS
DOOR+WINDOW SCHEDULE CONT.:
10'-0"
9'-0"
601 W. 26TH ST. RM M255
MATCH EXTG. (V.I.F. 7'-8")
5'-4"
2'-0"
ARCHITECT: 5'-11"
FG
SYMBOL:
B
TYPE:
FINISHED 1ST FLOOR +0'-0"
C
SOLID CORE DOUBLE POCKET
D C
DATE:
E
METAL SWING W/GLASS
SOLID CORE SWING
SUBMISSION:
06/30/2015
METAL SWING W/GLASS
FOR DOB REVIEW
*R.O.:
5'-4" WD X 7'-0" HT
3'-4" WD X 7'-0" HT
3'-0" WD X 8'-0" HT
3'-4" WD X 7'-0" HT
07/01/2015
FOR BID ONLY
QTY.:
1
1
1
1
10/21/2015
REVISED FOR BID ONLY
TBD
TBD
TBD
CLEAR DBL PANE LOW-E, TEMPERED D
CLEAR DBL PANE LOW-E, TEMPERED
HDWR:
TBD
SPECS & REMARKS:
04/08/2016
FOR CONSTRUCTION
05/05/2016
FOR CLIENT REVIEW
05/11/2016
FOR CONCRETE POUR
06/15/2016
FOR CONSTRUCTION
08/11/2016
FOR CONSTRUCTION
6'-10"
7'-0" (V.I.F.)
8'-0"
7'-10"
7'-0"
6'-10"
6'-10"
7'-0"
DWG.:
SCALE: AS NOTED DRAWN BY: BB CHECKED BY: ROBERT MARINO
WEST ELEVATION
02
front03elevation WEST ELEVATION
DWG REF. NUMBER:
Scale: 1/4" = 1'-0"
3'-0"
2'-8"
2'-4"
5'-4"
3'-4"
3'-0"
2'-8"
A-001.00
4
A-001
5'-0"
PAGE: X OF X
BA
TH
RO OM
EXISTING GARAGE
EXISTING MUD ROOM B
NEW CABINETS
EXISTING DRESSING RM.
A
EXISTING MATER BATHROOM
UP
STONE CLOSE UP REMOVED DOOR
C
EXISTING HOUSE PROPOSED HOUSE ADDITION
EXISTING HOUSE
UP
PROPOSED HOUSE ADDITION
ALIGN
START POINT: ALIGN W/EXISTING 2ND FLOOR CORNER OF SOFFIT
MECH NOTE: RELOCATE EXISTING CONDENSING UNITS.
PROPOSED FAMILY ROOM NOTES: 1. ALIGN FINISHED FLOOR W/EXISTING HOUSE
EXISTING HOUSE PROPOSED HOUSE ADDITION
E
START POINT: ALIGN W/EXISTING 2ND FLOOR CORNER OF SOFFIT
3'-3 1/2"
19'-1" HOSE BIB
18'-5"
ROOF DRAIN
16'-5 1/2"
3'-3 1/2"
PROPOSED FAMILY ROOM
10
D
11
8
7
9
10
6
11
5
12
12 13
4
4
3
UP
2
14
2 1
1
DN 9'-6 1/2"
PROPOSED ROOF TERRACE
16'-5 1/2"
3
29'-7 1/2"
9
29'-7 1/2"
8 7 6 5
A A-002
26'-4"
25'-8"
A A-002
IPE DECK, TYP.
02 A-003
3'-3 1/2"
3'-3 1/2"
19'-9"
3'-3 1/2"
13'-2"
B A-002
3'-3 1/2"
B A-002
02 A-003
3'-3 1/2"
13'-2"
13'-2"
26'-4"
3'-3 1/2" C A-002
32'-11"
FLOOR PLAN floor01plan A-001
13'-2"
3'-3 1/2"
C A-002
32'-11"
ROOF PLAN
02 A-001
Scale: 1/4" = 1'-0"
Scale: 1/4" = 1'-0"
*NOTE: ALL DIMENSIONS TO BE VERIFIED IN FIELD
DOOR+WINDOW SCHEDULE: SYMBOL:
EXISTING HOUSE BEYOND
LEGEND:
1
REMARKS:
A
2
SYMBOL:
TYPE:
FIXED GLASS
SLIDING
SLIDING GLASS
EXTG. TO REMAIN NO CHANGE.
*R.O.:
9'-2 1/2" WD X 5'-4" HT (GLASS SIZE)
5'-11" WD X 2'-0" HT
6'-4" WD X MATCH EXTG. WINDOW HEAD HT.
QTY.:
4
2
1
NEW EXTERIOR LATERAL BRACING WALL WD FRAMING
SPECS & REMARKS:
CLEAR DBL PANE LOW-E, TEMPERED
DWG.:
CLEAR DBL PANE LOW-E, TEMPERED
CLEAR DBL PANE LOW-E, TEMPERED
1a
NEW EXTERIOR WALL 2X6 WD FRAMING @ 16" O.C., TYP.
2 2'-0"
7'-0"
MATCH EXTG. (V.I.F. 7'-8")
STRUCTURAL GRADE D. FIR 2X12 @ 12 O.C.
STRUCTURAL GRADE D. FIR 2X12 @ 12 O.C.
16'-5 1/2"
29'-7 1/2"
FOR CONSTRUCTION
08/11/2016
FOR CONSTRUCTION
9'-6 1/2"
6'-10"
7'-0" (V.I.F.)
8'-0"
7'-10"
7'-0"
FOR CLIENT REVIEW FOR CONCRETE POUR
06/15/2016
2
6'-10"
FOR CONSTRUCTION
05/05/2016 05/11/2016
2
STRUCTURAL GRADE D. FIR 2X12 @ 12 O.C.
2
5'-4"
21 21 21
7'-0"
2
6'-10"
21
20'-0"
2
16'-5 1/2"
21
9'-0"
2
10'-0"
21
29'-7 1/2"
2
9'-6 1/2"
21
STRUCTURAL GRADE D. FIR 2X12 @ 12 O.C.
2
FOR DOB REVIEW FOR BID ONLY
P.T. STRUCTURAL GRADE D. FIR 2X12 @ 12 O.C.
SCALE: AS NOTED
B
WEST ELEVATION
21
02
2
P.T. STRUCTURAL GRADE D. FIR 2X12 @ 12 O.C.
21
STRUCTURAL GRADE D. FIR 2X12 @ 12 O.C.
2
CLEAR DBL PANE LOW-E, TEMPERED
TBD
21
TBD
CLEAR DBL PANE LOW-E, TEMPERED D
HDWR:
SUBMISSION:
REVISED FOR BID ONLY
2
TBD
TBD
10/21/2015 NEW W14X22 STL. BEAM 04/08/2016
21
1
2
1
21
1
2
1
21
QTY.:
A
2
07/01/2015
21
06/30/2015
3'-4" WD X 7'-0" HT
2
METAL SWING W/GLASS
3'-0" WD X 8'-0" HT
21
P.T. STRUCTURAL GRADE D. FIR 2X12 @ 12 O.C.
DATE:
E
METAL SWING W/GLASS
3'-4" WD X 7'-0" HT
2
D C
SOLID CORE SWING
5'-4" WD X 7'-0" HT
21
C
SOLID CORE DOUBLE POCKET
2
B
TYPE: *R.O.:
21
SYMBOL:
2
A
21
PLANS AND ELEVATIONS
2
*NOTE: ALL DIMENSIONS TO BE VERIFIED IN FIELD
DOOR+WINDOW SCHEDULE CONT.:
SPECS & REMARKS: TWO (2) P.T. STRUCTURAL GRADE DWG.: D. FIR STRINGERS
P.T. STRUCTURAL GRADE D. FIR 2X12 @ 12 O.C.
COS COB, CT
DRAWING TITLE:
01
DOUBLE P.T. STRUCTURAL GRADE D. FIR 2X12
8 DARTMOUTH RD.
6'-4"
2
+0'-0"
GORDON HOUSE ADDITION
6'-0"
2
FINISHED 1ST FLOOR
PROJECT:
2
P.T. STRUCTURAL GRADE D. FIR 2X12 @ 12 O.C.
1b
FRAMING LONGITUDINAL SECTION
3'-3 1/2" 6'-7"
PHONE: 212-645-2487 FAX: 212-645-2905
Scale: 1/4" = 1'-0"
9'-2 1/2"
3'-3 1/2" 6'-7"
601 W. 26TH ST. RM M255 NEW YORK, NY 10001
01 01
ROBERT MARINO ARCHITECTS
6
C A-002
ARCHITECT: 5'-11"
FG
B
DRAWN BY: BB CHECKED BY: ROBERT MARINO 6
29'-9 1/2" C
C
framing plan 01
FLOOR FRAMING PLAN
02
Scale: 1/4" = 1'-0"
A-002
ROOF FRAMING PLAN Scale: 1/4" = 1'-0"
gordon phase II house addition cos cob, ct This generously sized room hangs over a steep rocky landscape looking out onto the trees beyond and a new pool+terrace below. Using typical wood framed construction; cantilevers run in 2 directions perpendicular to each other in order to provide access all the way around the exterior at the lower level and a roof terrace above. Shear walls at the intersections of these cantilevering members occur at the peripherals to keep the wide interior view unobstructed and providing sufficient strength for the future summer rooftop parties. BRANDONBLOCK brandon.bloc@gmail.com
2
13'-2"
2
13'-2"
21 21
13'-2"
P.T. STRUCTURAL GRADE D. FIR 2X12 @ 12 O.C.
29'-9 1/2"
A-002
A-001.00 PAGE: X OF X
13'-2"
P.T. STRUCTURAL GRADE D. FIR 2X12 @ 12 O.C.
2
2'-8"
21
3'-0"
2
3'-4"
21
5'-4"
2
2'-4"
21
2'-8"
2
3'-0"
2
Scale: 1/4" = 1'-0"
DOUBLE P.T. STRUCTURAL GRADE D. FIR 2X12
5'-0"
2
DWG REF. NUMBER:
WEST ELEVATION
21 21
03 A-001
B A-002
Scale: 1/4" = 1'-0"
A A-002
FRAMING CROSS SECTION 12 2
12 12 2
2
12
12
2
2
12 2
12 2
12 2
12 12 2
2
12
2
2
6
12 2
12 2
12 2
12 2
12 2
12 2
12 2
12 2
12
12
2
2
2
12 2
12 2
12 2
12 2
12 2
12 2
12 12
12
2
2
6
2
12 2
12 2
12 2
FRAMING CROSS SECTION
12
2
12
12
Scale: 1/4" = 1'-0"
2
12 2
2
12 2
12 2
2
8
12 12
12 12
2
2
2
2
A-003
A-003
01
04
12 12
2
2
6
2
2 6
12 2
12 2
12 2
12 12 2
2
4
2
4 4
2 2
E.Q. 'A'
E.Q. 'A'
2'-6"
2'-1"
E.Q. 'A'
2'-6"
FINISHED CEILING E.Q. 'C'
+9'-0"
E.Q. 'C' E.Q. 'C'
BOTTOM OF UPPERS
SLOTTED WOOD GRILL FOR RECIRC. VENTHOOD
GWB MICROWAVE
01 500-A
+5'-0"
STONE TYPE 2 BACKSPLASH
TOP OF COUNTER +3'-0"
TRASH PULLOUT
DW
RANGE
FINISHED FLOOR
STONE TYPE 1
02
Scale: 1/2" = 1'-0"
Scale: 1/2" = 1'-0" +0'-0"
KITCHEN ELEVATION 7'-6"
2'-6"
2'-6"
1'-11 1/2" 1'-0 1/2" +0'-0" FINISHED FLOOR
richard/skelton residence new york, ny Renovation is in an early, post-war, white-brick building. The light qualities of the space are enhanced by the use of a rich material palette: Teak and bronze details introduce a warm glow throughout the apartment. A system of details, including integral bronze pulls, perforated bronze door, solid teak door frames, and solid teak edged doors, provide a sense of serene unity. 6"
6"
+3'-0"
TOP OF COUNTER
12 A-005
GWB
1" WD SIDE WALL
R/FR
OPEN
GWB
GWB
FINISHED FLOOR
R 1'-9"
2'-8"
04
04
A-006
04
R/FR
KITCHEN ELEVATION
STONE TYPE 2, TYP.
SEE FOR TYP. DETAIL
OPEN
04
NOTE: ARCHITECT TO PROVIDE FULL SCALE TEMPLATE FOR KITCHEN ISLAND COUNTER SHAPE
03
KITCHEN
05
A-003
3'-4" CLEAR
3'-4"
+3'-0"
1'-2"
Scale: 1/2" = 1'-0"
STONE TYPE 2, TYP.
DW
BROOM CL.
KITCHEN PLAN
KITCHEN ELEVATION
PROVIDE ACCESS PANEL TO PLUMBING RISER BEHIND CABINET.
03
01 Scale: 1/2" = 1'-0"
TOP OF COUNTER
+9'-0"
FINISHED CEILING
Scale: 1/2" = 1'-0"
+5'-0"
02
E.Q. 'A' 3'-4"
BOTTOM OF UPPERS
2'-6"
+3'-0"
2'-0"
TOP OF COUNTER
2'-6" 2'-6"
KITCHEN ELEVATION
+0'-0"
FINISHED FLOOR
+0'-0"
BRANDONBLOCK brandon.bloc@gmail.com
courtyard
retail boutique
elevator lobby
urban porch
deli
coffee house
ground floor 2� air space+vapor barrier wall unit system modular bricks glazing
interior insulated wall structural attachments concrete frame apetures
wall panel assembly
border vs. boundary montgomery, al Thesis project about the interrelationships of materiality, fabrication and place contributing to an experience in the public realm of a city street through the design of a wall. Spatial distinction helps us actively engage with architecture, more specially the difference between borders and boundaries. A boundary is a distinct and simple edge, similar to a tree line that drastically ends as you move up a mountain because the trees cannot grow any higher. A border however, is similar to a shoreline, which as an active edge is constantly changing and allows for social, spatial and dynamic exchanges. BRANDONBLOCK brandon.bloc@gmail.com
photo credit: timothy hursley
south elevation
west elevation
north elevation
east elevation
floor plan
rose lee’s house footwash, al Rose Lee’s House is the result of two semesters work investigating contemporary forms of rural dwellings at Auburn University’s Rural Studio. In 2008-2009, Rose’s House focused in experimentation of an expandable house. This house expands and grows by need, and over time: it is based in the traditional local farmhouse strategy and its design is driven by the client’s priorities, necessities and lifestyle. The experimentation offers the opportunity to test a low-rise model as an alternative to the contemporary “sprawl logic”, for the development of rural villages and their densification. BRANDONBLOCK brandon.bloc@gmail.com
3 person family scale 1:1oo
2o m/person 2
2
80m 8 poles
day 2 night 2o m/person day night 2o m/person
4 person family
80m
4 person family
2
scale 1:1oo
scale 1:1oo
a
2
a
“fuso longitudinale” - vehicular corridor
green space and river arno beach
scale 1:25o
section a
scale 1:25o
section a
“borgi” - northern established populated neighborhood
scale 1:25o
section b
pedestrian street longitudinal section
scale 1:25o
section b
section c longitudinal section/west elevation
le piagge urban garden section c florence, italy Le piagge is a disorganized and unconnected neighborhood where the buildings are meant to contain people, not to stimulate social relationships and community. The result is that people do not interpret public space as a common place. The urban plan calls for a grid of kitchen gardens focused around a large pavilion to give a purpose to the green space that would encourage social interactions. Architecturally the buildings are designed to reflect the same principles of community, but on a smaller, more neighborly scale with shared common spaces between affordable housing units. BRANDONBLOCK brandon.bloc@gmail.com