PORTFOLIO
/ ISABELE RODRIGUES
Commercial / Building Lobby
Queens - NY
Hospitality / Restaurant
Manhattan - NY
Retail / Department Store
Parana - Brazil
Commercial / Urban Spa
Academic research
Residential / Single-Family House
Kings Point - NY
Residential / Single-Family House
Kings Point - NY
Residential / Single-Family House
Lake Success - NY
05/ 06/
01/ 02/ 03/ 04/
CONTENT/
07/
This project consists of an interior renovation and external improvements for a residential building lobby in Forest Hills, New York. The space required improvements in the building accessibility, security, storage and circulation flow.
The proposed new layout included new exterior and interior ramps, reconfiguration of the existing mail room and waiting areas. A new reception desk was also part of the scope of work.
In this project I had the opportunity to be part of presentation meetings with clients and site visits during construction.
PROJECT DETAILS
TYPE: Residential Building Lobby
LOCATION: 112-20 72nd Drive, NEW YORK, NY 11375
SIZE: 1,076 sq.ft.
COMPANY & YEAR: STUDIO RB, 2021
MY ROLE: Furnitures and Finishes Boards, Construction Drawings.
3 01 /
Lobby / Queens - NY
Exterior Rendering: Front view of entrance door and access ramp 3D Model developed with Sketch UP and Enscape
Construction Drawings: Example sheet containing floor plan, door schedule, door elevations and construction details 2D drawings developed with Revit
Exterior Picture: New building access during construction
Exterior Picture: Final Pictures taken of Exterior Ramp and New Building entry after construction.
4 DN DN DN DN A101.00 UP 1-01B M 1-07 B 1 1-01 1-02 1-03 1-04 1-05 1-06 1-07 A102.00 1 A102.00 2 1-08 1-09 A104.00 1 A100.00 2 A100.00 5 M ALIGN ALIGN M 1' 0" 1 2 3 4 5 6 8 8 5' 6" 2" LINE OF CARPET TILE TRANSITION A100.00 3 A100.00 6 7 SEAL EXISTING OPENING A100.00 7 1 X NEW PARTITION AND PARTITION REFERENCE TAG. 101 SPACE ROOM NAME AND NUMBER A101 1 1 1 1 INDICATES ELEVATION DRAWING NUMBER AND LOCATION ON DRAWING LEGEND EXISTING CONSTRUCTION TO REMAIN FURNISH & INSTALL NEW VESTIBULE DOORS IN EXISTING FRAME. DOORS & HARDWARE TO MATCH EXISTING NEW DOORS TO SWING OUTWARDS. REUSE EXISTING LOCK, COORDINATE WITH BUILDING MANAGER. SEE 3/A100. EXISTING SIDELITES TO REMAIN. PATCH, CLEAN AND REPAIR AS REQUIRED. 1 KEY NOTES FURNISH & INSTALL NEW SLIDING DOOR SYSTEM, DORMAKABA ESA200 AND ALL REQUIRED WIRING. COORDINATE WITH BUILING MANAGEMENT. 2 FURNISH & INSTALL NEW BUILDING LOGO. SEE 2/A100. 3 PATCH AND REPAIR ALL SURFACES IMPACTED BY DEMOLITION AND NEW CONSTRUCTION. 4 CLEAN, PATCH AND REPAIR EXISTING FLOOR TILES IMPACTED BY REMOVAL OF EXISTING RECEPTION DESK. REPLACE DAMAGED TILES. 5 PROVIDE OPENING IN EXISTING FLOOR SLAB FOR WIRING TO NEW RECEPTION DESK LOCATION. SEE 6/A703 FOR MORE INFORMATION. COORDINATE WITH BUILDING MANAGEMENT. 6 FURNISH & INSTALL NEW EXTERIOR RAMP & HANDRAILS. SEE A101 FOR DETAILS AND FINISHES. 7 FURNISH & INSTALL NEW INTERIOR RAMP & HANDRAILS. SEE A102 FOR DETAILS AND FINISHES. 8 1-01 A DOOR NUMBER HARDWARE SET DOOR TYPE DOOR TAG 1-07 B 1-07 1 ALIGN ALIGN EXISTING DOOR TO REMAIN M M +/- 7' 10 1/4" 1' - 0" A100.00 7 NEW CONCRETE SLAB OVER EXISTING FLOOR BELOW TO MATCH HEIGHT OF EXISTING CONCRETE SLAB 1-01 1-02 1-09 NEW DORMAKABA, ESA200 SLIDING DOORS & SIDELIHTS. PATCH, REPAIR AND CLEAN EXISTING SURFACES NEW DORMAKABA ESA200 SLIDING DOOORS AND FIXED SIDELIGHTS NEW PINNED LETTERS, BRUSHED STEEL FINISH 8' 6" EXISTING FIXED GLASS PANELS, TRANSOM AND FRAME TO REMAIN. CLEAN, PATCH AND REPAIR AS REQUIRED. NEW METAL AND GLASS DOORS TO MATCH EXISTING. REUSE EXISTING LOCK, COORDINATE WITH BUILDING MANAGEMENT. 1-07 B 1 1-07 1 M M 3' 3 3/4" 1' - 6" ALIGN ALIGN RELOCATE EXISTING DOOR AND FRAME 1 1 +/- 12' 3 3/4" A100.00 7 NEW CONCRETE SLAB OVER EXISTING FLOOR BELOW TO MATCH HEIGHT OF EXISTING CONCRETE SLAB ALIGN V.I.F. +/8'4 1/4" 1-07 B 1 A100.00 APPLY NEW WALCOVERING 7'0" 6' 0" V.I.F. +/8'4 1/4" 3' 0" DOOR TYPE 1 METAL & GLASS DOOR FRAME TO MATCH EXISTING DOOR TYPE 2 SOLID CORE WOOD DOOR ALTERNATE & ONLY DOOR TYPES SPACE NUMBER SPACE NAME WIDTH HEIGHT THICKNESS TYPE STYLE MATERIAL FINISH STYLE MATERIAL FINISH HARDWARE REMARKS DOOR FRAME DOOR SCHEDULE DOOR NUMBER 1-01B VESTIBULE 1-01 6'-0" 1/2" A PAIR SWING METAL & GLASS 7'-0" - EXISTING EXISTING MATCH EXISTING1-07 MAIL ROOM 1-07 3'-0" 1 3/4" SINGLE SWING WOOD 7'-10 1/2" FRAMELESS - - PAINTED ATERNATES 2 & ONLY (1) LOCKSET SCHLAGE D SERIES RHODES STOREROOM LEVER LOCK, SATIN CHROME, SCC-ND80PD-RHO-626 (4) HINGES SOSS INVISIBLE HINGES, 418SS, SATIN STAINLESS STEEL (3) SILENCERS IVES, SR65 (1) FLOOR STOP IVES, FS13, US26D (1) SURFACE MOUNTED DOOR CLOSER, DORMA, TS93 SERIES, PUSH SIDE, NO HOLD OPEN HARDWARE SET 1 1 3/4" ALIGN WALL COVERING TO MATCH EXISTING. WRAP AROUND DOOR EDGES INVISIBLE SOSS HINGES EXISTING PARTITION GC SHALL PROVIDE ALTERNATE PRICE TO REMOVE EXISTING VESTIBULE DOORS AND SIDELIGHTS AND TO FURNISH ND INSTALL NEW SLIDING DOOR SYSTEM, DORMAKABA ESA200 TO MATCH NEW EXTERIRO SLIDING DOOR SYSTEM. PROVIDE OPENING IN EXISTING SLAB FOR SECURITY DEVICE WIRING. COORDINATE WITH BUILDING SECURITY CONTRACTOR. ALTERNATE 1: NEW EXTERIOR WALL TO MATCH AND ALIGN W/ EXISTING ADJACENT WALL GC SHALL PROVIDE ALTERNATE PRICE TO EXPAND MAIL ROOM AS SHOWN ON 5/A100. NEW WALLS, FLOOR, ROOF AND FINISHES TO MATCH EXISTING. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. ALTERNATE 2: M NEW PARTITION W/ 2-1/2" METAL STUD AND (1) ONE LAYER OF 5/8" GWB ONE SIDE ONLY TO MATCH AND ALIGN EXISTING ADJACENT PARTITIONS. 1 NEW EXTERIOR WALL TO MATCH AND ALIGN W/ EXISTING ADJACENT WALL GC SHALL PROVIDE ALTERNATE PRICE TO EXPAND MAIL ROOM AS SHOWN ON 6/A100. REMOVE AND RELOCATE EXISTING DOOR & FRAME. SEAL EXISTING WALL OPENING. EXPAND MAIL ROOM AS SHOWN. NEW WALLS, FLOOR, ROOF AND FINISHES TO MATCH EXISTING. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. ALTERNATE 3: M NEW PARTITION W/ 2-1/2" METAL STUD AND (1) ONE LAYER OF 5/8" GW ONE SIDE ONLY TO MATCH AND ALIGN EXISTING ADJACENT PARTITIONS. OWNER 1/6/2022 9:59:28 AM 1/8" 1'-0" 1 CONSTRUCTION PLAN Description 1/8" 1'-0" 5 CONSTRUCTION PLAN - ALTERNATE 2 - MAIL ROOM PLAN 1/8" 1'-0" 4 CONSTRUCTION PLAN - ALTERNATE 1 - VESTIBULE PLAN 3/8" 1'-0" 2 ELEVATION - ENTRY DOORS 3/8" 1'-0" 3 ELEVATION - NEW VESTIBULE DOORS ALTERNATE 1 ALTERNATE 2 1/8" 1'-0" 6 CONSTRUCTION PLAN - ALTERNATE 3 - MAIL ROOM PLAN ALTERNATE 3 3/8" 1'-0" 7 ELEVATION - ALTERNATES 2 & 3 3" 1'-0" 8 PLAN DETAIL @ DOOR 1-07 - ALTERNATE 2 & 3
Interior Rendering: Interior Ramp for west corridor 3D Model developed with Sketch UP and rendered with Enscape
Construction Drawings: Example of ramp specification (floor plan, elevation, section and construction details ) 2D drawings developed with Revit.
5 1-03 DN DN V.I.F. 4'9 1/8" V.I.F. 4'9 1/8" 19' 6" A102.00 3 1' - 0" 1' 0" 11 3/8" 1' 11 3/8" 1' 11 3/8" 1' - 0" A102.00 4 A102.00 5 8 A102.00 DN DN A102.00 3 SIM OPP A102.00 4 SIM OPP 1' 0" 19' 6" 1' 0" 1' 11 3/8" 11 3/8" 1' 0" 1' 11 3/8" A102.00 5 SIM OPP V.I.F. 4'9 1/8" V.I.F. 4'9 1/8" 1'7 1/2" 19' 6" 3'0" NEW BRUSHED ALUMINUM HANDRAIL 1' - 0" 1' 0" 3'0" A102.00 6 A102.00 7 1' 0" 1' 0" NEW WALL MOUNTED BRUSHED ALUMINUM HANDRAIL NEW TILE BASE TO MATCH EXISTING 1 1/2" METAL DECK STEEL ANGLES ANCHORED TO EXISTING WALL & SLAB 5" CONCRETE SLAB REBAR 5 EXISTING CONCRETE SLAB METAL DOWELS ANCHORED TO EXISTING SLAB W/ EPOXY 12 1' 0" 2 1/2" 6" 1/2" METAL DECK STEEL ANGLES ANCHORED TO EXISTING WALL & SLAB 5" CONCRETE SLAB 8 A102.00 REBAR # 5 METAL DOWELS ANCHORED TO EXISTING SLAB W/ EPOXY 12 1 5" SL EXISTING WALL 1 DE 6"x6"x5/8" STEEL ANGLE ANCHORED TO EXISTING WALL 1/4" 1'-0" 1 SPACE 1-03 - ENLARGED FLOOR PLAN 1/4" 1'-0" 2 SPACE 1-08 - ENLARGED FLOOR PLAN 3/8" 1'-0" 3 ELEVATION INTERIOR RAMP RAILING 3/8" 1'-0" 4 ELEVATION - INTERIOR RAMP WALL RAILING 3" 1'-0" 6 INTERIOR RAMP - BOTTOM LANDING DETAIL 3" 1'-0" 7 INTERIOR RAMP - TOP LANDING DETAIL 3" 1'-0" 8 INTERIOR RAMP - SECTION THRU RAMP 1-03 DN DN V.I.F. 4' 9 1/8" V.I.F. 4' 9 1/8" 19' 6" A102.00 3 1' 0" 1' 0" 11 3/8" 1' 11 3/8" 1' 11 3/8" 1' 0" A102.00 4 A102.00 8 A102.00 DN DN A102.00 3 SIM OPP A102.00 4 SIM OPP 1' 0" 19' 6" 1' 0" 1' 11 3/8" 11 3/8" 1' 0" 1' 11 3/8" A102.00 5 SIM OPP V.I.F. 4' 9 1/8" V.I.F. 4' 9 1/8" 1' 7 1/2" 19' 6" 3' 0" NEW BRUSHED ALUMINUM HANDRAIL 1' 0" 1' 0" 3' 0" A102.00 6 A102.00 1' 0" 1' 0" NEW WALL MOUNTED BRUSHED ALUMINUM HANDRAIL NEW TILE BASE TO MATCH EXISTING 3' 0" NEW WALL MOUNTED BRUSHED ALUMINUM HANDRAIL NEW TILE BASE TO MATCH EXISTING EXISTING STAIRS TO REMAIN 1/2" METAL DECK STEEL ANGLES ANCHORED TO EXISTING WALL & SLAB 5" CONCRETE SLAB REBAR EXISTING CONCRETE SLAB METAL DOWELS ANCHORED TO EXISTING SLAB W/ EPOXY 12 1' 0" 2 1/2" 6" 1 1/2" METAL DECK STEEL ANGLES ANCHORED TO EXISTING WALL & SLAB 5" CONCRETE SLAB A102.00 REBAR METAL DOWELS ANCHORED TO EXISTING SLAB W/ EPOXY 12 1 5" CONCRETE SLAB EXISTING WALL 1 1/2" METAL DECK 6"x6"x5/8" STEEL ANGLE ANCHORED TO EXISTING WALL 6"x6"x5/8" STEEL ANGLE ANCHORED TO NEW CONCRETE CURB NEW CARPET TO MATCH CARPET IN CORRIDORS NEW RAILING NEW TILE TO MATCH EXISTING FLOOR TILE 4" Scale OWNER CONSULTANTS ARCHITECT Pietro Rosato, AIA NJ 21AI020324 NY # 040210 CT # ARI.001411 Seal DOB NOW JOB ARCHITECTURA MECHANICAL PLUMBING 1.6 office@ A1 INTERIOR 112-20 FORREST THE 1/4" 1'-0" 1 SPACE 1-03 ENLARGED FLOOR PLAN 1/4" 1'-0" 2 SPACE 1-08 - ENLARGED FLOOR PLAN 3/8" 1'-0" 3 ELEVATION INTERIOR RAMP RAILING 3/8" 1'-0" 4 ELEVATION INTERIOR RAMP WALL RAILING 3/8" 1'-0" 5 ELEVATION - INTERIOR STAIR RAILING No. Description Date 3" 1'-0" 6 INTERIOR RAMP BOTTOM LANDING DETAIL 3" 1'-0" 7 INTERIOR RAMP TOP LANDING DETAIL 3" 1'-0" 8 INTERIOR RAMP - SECTION THRU RAMP
Interior Picture: Final Picture taken of Interior Ramp at west corridor.
Construction Drawings: Example of reception desk specification (Reception desk plan section, elevations and section thru monitor location).
6 (3) 27" DELL MONITORS, 24"W 14.3"H x 2.1"D HAFELE KEYBOARD TRAY, 632.52.300 (2) OPTIPLEX MICRO COMPUTERS BY OTHERS GUSSET, PL-1 REMOVABLE PANEL ON Z-CLIPS, PL-1 GUSSET, PL-1 REMOVABLE PANEL ON Z-CLIPS, PL-1 REMOVABLE PANEL ON Z-CLIPS, PL-1 REMOVABLE PANEL ON Z-CLIPS, PL-1 REMOVABLE PANEL ON Z-CLIPS, PL-1 REMOVABLE PANEL ON Z-CLIPS, PL-1 PULL-OUT SHELF, PL-1 2" DIA GROMMETS 1' 6" 1' 6" ELECTRICAL, DATA VOICE OUTLETS 9 3/4" 6' 2" 3/4" 7' 9 1/2" WD 1 ST 12' 1/2" V.I.F. TO MATCH OUTLINE OF FLOOR TILES +/- 12' 1/2" 6 1/2" 1' 10 1/2" 1' 1" 3'6" 2' 5" WD ST DIVIDER & BACK PANEL, WD-1 SATIN ALUMINUM BRACKETS PULL-OUT SHELF, PL-1 SATIN ALUMINUM BRACKETS A105.00 2 A105.00 A104.00 A105.00 INTERCOM SYSTEM B.O. TELEPHONES, B.O. 1/2" REMOVABLE SHELF, WD-1 2 A105.00 ELEC. DUPLEX USB OUTLET 2' 2 1/2" 2' 0 1/2" 2" PL 1 2' 2 1/2" 2' 0 1/2" 2" PL 1 1 1/2" 1'-0" 4 RECEPTION DESK BACK SECTION ELEVATION 1 1/2" 1'5 RECEPT 1 1/2" 1'6 RECEPT
1 1/2" 1' 3" 2' 5" 2" 6 1/2" 6 1/2" 2' 5" 3' 6" 9" GUSSET, PL-1 REMOVABLE PANELS ON Z-CLIPS, PL-1 1' 10" (2) OPTIPLEX MICRO COMPUTERS BY OTHERS POWER DATA VOICE OUTLETS (3) 27" DELL MONITORS, 24"W 14.3"H x 2.1"D 1'-3" 40° GROMMET, MOCKETT, MM4 SET, 26D HAFELE KEYBOARD TRAY, 632.52.300 ST 1 WD WD 1 ST 1 B 1 WD 1 PL 1' 3" 2' 5" 6 3/4" 2" 6 1/2" 6 1/2" 2' 5" 3' 6" 9" GUSSET, PL-1 REMOVABLE PANELS ON Z-CLIPS, PL-1 ST 1 WD WD 1 ST 1 B 1 WD 1 PL POWER DATA VOICE OUTLETS HAFELE SALICE SMOVE BOTTOM MOUNT CONCEALED SLIDE, FULL EXTENSION; SHELF SOFT CLOSE, # 433.22.103 WD 1 TELEPHONES, B.O. GROMMET, MOCKETT, MM4 SET, 26D REMOVABLE SHELF, WD-1 1' 6" ELEC. DUPLEX USB OUTLET (3) 27" DELL MONITORS, 24"W 14.3"H 2.1"D HAFELE KEYBOARD TRAY, 632.52.300 (2) OPTIPLEX MICRO COMPUTERS BY OTHERS GUSSET, PL-1 REMOVABLE PANEL ON Z-CLIPS, PL-1 GUSSET, PL-1 REMOVABLE PANEL ON Z-CLIPS, PL-1 REMOVABLE PANEL ON Z-CLIPS, PL-1 REMOVABLE PANEL ON Z-CLIPS, PL-1 REMOVABLE PANEL ON Z-CLIPS, PL-1 REMOVABLE PANEL ON Z-CLIPS, PL-1 PULL-OUT SHELF, PL-1 2" DIA GROMMETS 1' 6" 1' 6" ELECTRICAL, DATA & VOICE OUTLETS 9 3/4" 6' 2" 9 3/4" 7' 1/2" WD 1 ST 1 B 1 12' 9 1/2" V.I.F. TO MATCH OUTLINE OF FLOOR TILES +/- 12' 1/2" 6 1/2" 1' 10 1/2" 1'1" 3' 6" 2' 5" WD 1 ST DIVIDER BACK PANEL, WD-1 SATIN ALUMINUM BRACKETS PULL-OUT SHELF, PL-1 SATIN ALUMINUM BRACKETS A105.00 2 A105.00 6 A104.00 3 A105.00 INTERCOM SYSTEM B.O. TELEPHONES, B.O. 7 1/2" REMOVABLE SHELF, WD-1 2 A105.00 ELEC. DUPLEX USB OUTLET OUTLINE OF STORAGE CABINET ST 1 REMOVABLE PANEL ON Z-CLIPS, PL-1 REMOVABLE PANEL ON Z-CLIPS, PL-1 ST 1 B 1 3" 6 1/2" 1' 10 1/2" 2' 5" 7' 0" ADJUS PL-1 ST 1 B 1 REMO ON Z-C CONC HAFEL TYP DOOR PULLS, HAFELE 124.02.432. (1) PER EACH DOOR PANEL 2' 2 1/2" 2" 2'0 1/2" 2" 2' 6" 1' 10" ST 1 PL 1 CABINET INTERIORS, WHITE MELAMINE ST 1 B 1 REMO ON Z-C CONC HAFEL TYP DOOR PULLS, HAFELE 124.02.432. (1) PER EACH DOOR PANEL 2' 2 1/2" 2" 2'0 1/2" 2" 2' 6" 1' 10" ST 1 PL 1 HAFEL BOTTO CONC EXTEN CLOSE PULL-O 1'0" POWE OUTLE 3" DIA CABINET INTERIORS, WHITE MELAMINE 1 1/2" 1'-0" 1 RECEPTION DESK - SECTION THRU MONITOR 1 1/2" 1'-0" 2 RECEPTION DESK - SECTION THRU PULL-OUT SHELF 1 1/2" 1'-0" 4 RECEPTION DESK - BACK SECTION / ELEVATION 1 1/2" 1'-0" 3 RECEPTION DESK - SECTION THRU COUNTERTOP 1 1/2" 1'-0" 5 RECEPTION DESK - SECTION THRU STORAGE CABINE 1 1/2" 1'-0" 6 RECEPTION DESK - SECTION THRU PRINTER CABINET 7' 0" 2' 6" 2' 6" 2" 2' 6" 9 1/8" V.I.F. +/- 12' 9 1/2" 2' 6" V.I.F. +/- 7' 1/2" 2' 6" EQ EQ EQ GUSSET, PL-1 GUSSET, PL-1 REMOVABLE PANELS ON Z-CLIPS, PL-1 9" ADJUSTABLE SHELF PULL OUT SHELF PROVIDE 3" DIA GROMMET FOR WIRING POWER & DATA WIRING TO PRINTER CABINET FLOOR OPENING FOR WIRING BY GC. STORAGE CABINET PRINTER CABINET 3' 0" 10" 1' 10" 3' 0" COMPUTER SHELF ABOVE, PL-1 PULL OUT KEYBOARD TRAY ABOVE, PL-1 PULL OUT EQUIPMENT SHELF ABOVE, PL-1 PULL OUT EQUIPMENT SHELF ABOVE, PL-1 REMOVABLE PANELS ON Z-CLIPS, PL-1 ELEC. DUPLEX DATA OUTLET INSTALLED @ 12"AFF CONCEALED HINGE, HAFELE 329.16.555, TYP 4 A105.00 A105.00 8" 1' 8" (6) ELEC OUTLETS, (2) ETHERNET PORTS, (2) USB PORTS ABOVE (4) ELEC OUTLETS, (4) VOICE PORTS ABOVE (4) ELEC OUTLETS, (4) VOICE PORTS ABOVE RUN POWER & DATA WIRING TO PRINTER CABINET A105.00 GUSSET, PL-1 GUSSET, PL-1 PROVIDE SUPPORT FOR COUNTER TOP AS REQUIRED PROVIDE SUPPORT FOR COUNTER TOP AS REQUIRED PROVIDE SUPPORT FOR COUNTER TOP AS REQUIRED CABINET INTERIORS, WHITE MELAMINE CABINET INTERIORS, WHITE MELAMINE OPP 6 1/2" 1' 10 1/2" 7' 0" 3" 6' 9" 0" 1/2" 2' 0" 3' 6" 6 1/2" 6 1/2" 2'5" WD 1 ST 1 B 1 FINISHED REVEAL, WD-1 1/2" 1/2" 1' 10 1/2" 6 1/2" 2' 6" V.I.F. +/- 7' 9 1/2" 2' 6" V.I.F. +/- 12' 1/2" 3" V.I.F. TO MATCH OUTLINE OF FLOOR TILES +/- 12' 1/2" 3" V.I.F. +/- 12' 1/2" WD 1 ST B 1 A104.00 1 A105.00 2 A105.00 WD WOOD LAMINATE LAMITECH LINEAL OAK 1467 FINISHES ST QUARTZ, DEKTON NATURAL COLLECTION, AURA15 B 1 METAL BASE, CHEMETAL #625 EXISTENTIAL ALUMINUM, 600 SERIES ARCHITECTURAL METALS, BLACK, AGED METAL, PATINA PL 1 PLASTIC LAMINATE, FORMICA, #933 MISSION WHITE, MATTE (58) LINE OF FLOOR TILE BELOW, ALIGNED WITH DESK BASE A104.00 2 A104.00 A104.00 4 A104.00 4 @24" AFF @32" AFFF @ 12" AFF A105.00 4 ELECTRICAL DUPLEX OUTLET INSTALLED IN MILLWORK. (5) REQUIRED. VOICE OUTLET INSTALLED IN MILLWORK. (2) REQUIRED. DATA OUTLET INSTALLED IN MILLWORK. (1) REQUIRED. COMBINATION VOICE DATA OUTLET INSTALLED IN MILLWORK. (6) REQUIRED. USB USB COMBINATION ELECTRICAL DUPLEX OUTLET USB PORT INSTALLED IN MILLWORK. (4) REQUIRED. @32" AFFF POWER & TELECOMMUNICATIONS REQUIREMENTS USB USB STORAGE CABINET, PL-1 ST 1 B 1 A105.00 ST 1 2' 5" 2' 3" 2" 2' 2 1/2" 2" 6 1/2" 1' 10 1/2" STORAGE CABINET, PL-1 ST 1 B 1 6 A105.00 ST 2" 2'3" 2' 5" 2' 2 1/2" 2" 1' 10 1/2" 6 1/2" Scale OWNER CONSULTANTS ARCHITECT Pietro Rosato, AIA, NC NJ # 21AI02032400 NY 040210 CT # ARI.0014118 Seal DOB NOW JOB #: ARCHITECTURAL O MECHANICAL PLUMBING 1.646.4 office@stud A104 RECEPTION DE 112-20 72N FORREST HIL THE BAL Description 1 1/2" 1'-0" 6 RECEPTION DESK PLAN SECTION 1/2" 1'-0" 3 RECEPTION DESK - SIDE ELEVATION 1/2" 1'-0" 2 RECEPTION DESK FRONT ELEVATION 1/2" 1'-0" 1 RECEPTION DESK PLAN VIEW 1 1/2" 1'-0" 4 RECEPTION DESK STORAGE CABINET ELEVATION 1 1/2" 1'-0" 5 RECEPTION DESK PRINTER CABINET ELEVATION
Reception Desk Pictures: Pictures taken of reception desk under construction.
7
Interior Rendering: Residential Lobby
3D Model developed with Sketch UP and rendered with Enscape
Reception Desk Pictures: Final Pictures taken of reception desk.
Balade Your Way is a contemporary counter-served eatery for Mediterranean cosine located in New York City. One of the requests for this project was that design a new franchise for a new location maintaining the visual identity of the other restaurants.
The aim of the design was to adapt a modern Mediterranean characteristics in the space, including colors, textures and design elements edited to a contemporary aspect.
This project contains many custom designs, such as: tables, cashier counters, standers, product displays, ceiling elements, light fixtures, etc. And to highlight one special feature is the custom Arch along the restaurant. The arch is a special item, characteristic of their brand and it was implemented in the project with a modern aspect.
PROJECT DETAILS
TYPE: RESTAURANT
LOCATION: 641 LEXINGTON AVE, NEW YORK, NY 10022
SIZE: 1,076 sq.ft.
COMPANY & YEAR: ATAL DESIGN GROUP, 2020
MY ROLE: DESIGN DEVELOPMENT & MILLWORK PACKAGE.
8 02 /
Restaurant / Manhattan - NY
Interior Rendering: Eating Area
3D Model developed with Sketch UP and edited with Photoshop
9 101 BACK KITCHEN 102 FRONT KITCHEN 103 OPEN SEATING 104 ADA PU RESTRO GR-02 60 24 (6) 60 24(6) CUTOUT 42.7"W BY 22.5"D 5'-0" 4'-0" 5'-0" 5'-2" 3'-10" 4'-4" CON-01 CON-01 BAN-01 BAN-01 CON-02 CON-04 TR-01 TR-01 SH-01 TV-01 GR-01 SH-04 CON-03 SH-03 SH-03 COL-01 COL-01 COL-01 COL-01 COL-01 COL-01 COL-01 COL-01 COL-01 COL-01 SH-05 SH-02 01 CO-01 CO-02 CO-03 10'-1" 11" 15'-2" 11" 10'-3" 5'-6" 15'-2" 11" 10'-3" SH-06 SH-07 SH-08 SH-9 CH-01 CH-01 CH-01 CH-01 CH-01 CH-01 CH-01 CH-01 CH-03 CH-03 CH-03 CH-03 CH-03 CH-03 TB-01 TB-01 TB-01 CH-03 CH-03 CH-03 CH-03 CH-02 CH-02 CH-02 CH-02 CH-02 CH-02 CH-02 CH-02 02 3'-11" 9'-5" 3'-0" ATAL DESIGN GROUP WWW.ATALDESIGNGROUP.COM ATALDESIGNGROUP@GMAIL.COM 646-2851455 PROJECT NO. DRAWN BY DATE SCALE FLOOR PROJECT BALADE YOUR WAY 641 LEX AVE NEW YORK, NY DRAWING TILE Millwork Layout Millwork: Example of custom units in the space. Millwork: Furniture Layout 2D drawings developed with AutoCAD
Note:
Quanitity- Total of 1.
For any concrete Millwork in the space shop drawings to be submitted for ADG review and approval.
FRONT ELEVATION
CO-01
CONCRETE COUNTER BAR WD-01
WOOD MILLWORK PIECE ATTACHED TO TABLE
5 NTS RENDERED VIEW
CONCRETE TABLE
METAL TABLE LEGS MT-01
CONCRETE BAR COUNTER
WOOD MILLWORK PIECE TO BE ATTACHED TO TABLE WD-01
BLACKEN METAL LEGS
CONCRETE COUNTER BAR CO-01
WOOD MILLWORK PIECE TO BE ATTACHED TO TABLE WD-03
BLACKEN METAL LEGS
MT-01
IMAGE FOR REFERENCE ONLY LOOK AT DRAWING MT-01
1/4" STAINED PLYWOOD
ELEMENT ATTACHED TO TABLE (SILICON/ADHESSIE)
TWO SCREW BOLTED TO THE FLOOR AND TO THE TOP. LOCATION TO MACH.
10
3 4 1 1/2" = 1'-0" PLAN
2'-4"
= 1'-0"
1'-2" 4" 14'-0"
1'-2" 3'-11" 4'-3" 2'-4" 2 1/2"
TABLE LEGS PLAN LAYOUT
5" 6"
6" 6"
7" 4" 3'-10" 3'-0"
1'-0"
3 1/2" =
5 1 2 " 4 1/2"
3" 3'-4" 3'-6"
= 1'-0"
SIDE
ELEVATION
5" 6" 6" 6" 7" 4"
7" 2" 5"
4" 71 2 " 6" 5"
5"
1-1/2"=1' DETAIL 1/2"=1' DETAIL CO-01 3'-11" 4" 3'-11" 2" 5 1 2 " 3" 1 2 " 2'-4"
TABLE 2'-4" 4" WD-03 CON-01 PLAN PLAN MT-01
DECORATIVE
4" 6" ATAL DESIGN GROUP WWW.ATALDESIGNGROUP.COM ATALDESIGNGROUP@GMAIL.COM 646-2851455 PROJECT NO. 19641-00 DRAWN BY DATE SCALE FLOOR DRAWING MILLWORK PACKAGE AS NOTED 03/02/2020 GV, IR PROJECT BALADE YOUR WAY 641 LEX AVE NEW YORK, NY ISSUED FOR CLIENT REVIEW _ 03/02/2020 DRAWING TILE CON-04 CON-04: HIGH CONCRETE TABLE Millwork: High
Design
Model developed with Sketch UP and
Drawings developed with AutoCAD
Table
3D
2D
11
Interior Rendering: Entrance view, cashier and eating Areas
3D Model developed with Sketch UP and rendered with Enscape
This project consists in an expansion into an adjacent space and complete interior renovation of a two-story department store in a downtown area of the city of Curitiba, in Brazil.
The two-story department store housed different departments, such as: men and women’s section, kid’s area, shoes and accessories section. Creating a better organization of the flow between the different departments was also part of this project. The new project featured a concrete made spiral staircase to access a mezzanine level and a two-story facade showcase as main project scope.
A specific challenge faced on this project was the clients request to remain the full operation of the business during the renovation. An intricate schedule was developed by the office to orchestrate the construction phases, minimizing the inconvenience of current construction to clients and supporting the company’s profits. Outdoor Rendering: Main Facade
PROJECT DETAILS
TYPE: DEPARTMENT STORE
LOCATION: CURITIBA-PR, BRAZIL
SIZE: 10,500 sq.ft.
COMPANY & YEAR: ACDJR ARCHITECTURE, 2018
MY ROLE: Schematic Design and Development, Furniture schedule and detailing
12 03 / Department Store / Parana - BR
13
Existing Condition
Outdoor Rendering: Side Facade
Outdoor Rendering: Front Facade
Outdoor Rendering: Front & Side Facade
Millwork: Clothing Display Design
2D drawings developed with AutoCAD
Millwork: Clothing Display Design
3D Model developed with Sketch UP and edited with Photoshop
14
PROPRIE AUTOR RESPON TITULO OBRA r. professora maria josé godoy 274 *verificar medidas "in loco
Millwork: Cashier accent wall 2D drawings developed with Auto CAD and Sketch UP
Millwork: Cashier Furniture 2D drawings developed with AutoCAD and Sketch UP
Millwork: Custom Kids Fitting Area, play area and display combo 3D Model developed with Sketch UP
Millwork: Kids Clothes display 3D Model developed with Sketch UP
15 PROPRIETÁRIO PE/2.8 AUTOR DO PROJETO RESPONSÁVEL TÉCNICO TITULO OBRA ESCALA DATA 1/25 M07 M08 professora maria josé godoy 274 bom retiro curitiba-pr CEP. 80520.220 TEL. 41 3434-3694 CEL. 41 9935-3351 www.acdjr.com.br antonio carlos domanski júnior arquiteto cau.pr A52745-9 marcenaria fixa *verificar medidas "in loco" churchill magazin ABR/16
I painel caixa ( revisão 1 )
frontal esc.: 1/25
C015 PE
elevação
/ Urban Spa/ Parana-BR
Academic Research
The intention of this project was to create a complete spa and wellness club in the city of Curitiba, Brazil. This building aims to provide the visitors a place that provides health and wellness without leaving the urban area and without requiring major changes in people’s routine. Such flexibility is possible due to the location of the building and services provided, improving the client’s life quality of life.
The Urban Spa is a social wellness club and was designed with a modern layout. The building was designed to be made out of concrete which provides the possibility of larger space between columns and an open floor plan to easily distribute all of the amenities. The landscape is part of the project, the nature interaction throughout the building was intentionally planned to be part of the costumer experience. The building consists of 4 floors above main entrance and 2 floor underneath it, which contains space for all the available treatments, services, administration and a complete restaurant.
PROJECT DETAILS
TYPE: Urban Spa
LOCATION: Curitiba-PR/ Brazil
COMPANY & YEAR: Academic Research, 2018
16 04
Exterior Rendering: Main Entrance View
3D Model developed with Sketch UP and rendered with Lumion
17
Schematic Design: Location Map and Charts - images developed with Photoshop, Ilustrator and Sketch UP.
18
Floor plan: Example images of general layout plan (from left to right: Lower Level 1, 1st floor and 2nd floor)
Drawings developed with AutoCAD, edited with Photoshop and Ilustrator
19
Three elevations, short section and window detail - Drawings developed with AutoCAD, Photoshop and Ilustrator
20
Interior Images: Restaurant (bar and eating area), Indoor Pool, Reception - 3D Model developed with Sketch UP and rendered with 3D Max
21
Exterior Images: Rear view of the building, views from treatment rooms, exterior pool view - 3D Model developed with Sketch UP and rendered with Lumion
Single-Family House / Long Island - NY
This project is a single-family house, located on the north shore of Long Island, NY. The project is composed of 3,980 sq.ft. of construction and contains 5 Bedrooms, 6 Bathrooms, Gourmet Kitchen, Wet Bar, Library, and Game Room among other accommodations.
In addition the project also contains a monumental curved staircase by the lobby composed with a cathedral ceiling for a impact entrance.
The existing conditions of the terrain were a very steep and uneven surface. One of the biggest challenge for this project was to accommodate the house on the best level, providing an easy access from the street and allowing accessibility from inside the house to the exterior areas. The result was many elevated patios, various external staircases and ramps for access.
PROJECT DETAILS
TYPE: Residential
LOCATION: Kings Point, NY
SIZE: 40,000 sq.ft. (Lot Area) 3,980 sq.ft (Building Area)
COMPANY & YEAR: Circle Planning & Design, 2022
MY ROLE: Construction Documents, Construction drawings, Site inspections
22 05 /
Exterior Rendering: Front Facade 3D Model developed with Sketch UP, Lumion and edited with Photoshop
(100.0)
<100.0> FINAL PROPOSED
PROPOSEDCURBSUBJECTOF REALIGNMENTWITHEXISTING PRIVATEROADALONGPROPERTYLINEATTHISLOCATIONONLY
EXIST.DRIVEWAYCURBCUTSUBJECTOFREMOVAL& REALIGNMENTWITHEXIST.PRIVATEDRIVEWAY ALONGPROPERTYLINE,ATTHISLOCATION.
28'-5"ProposedDrivewaycurbcut
Construction Drawings: Example of Site Plan Sheet 2D drawings developed with AutoCAD
DRAINAGE
38'-1" PROPOSED SIDE
YARD(A) SETBACK
LINEOFMIN.REQUIRED SIDEYARD(A)SETBACK
LINEOFMIN. REQUIRED REARYARD SETBACK
108'-3"PROPOSED FRONTYARDSETBACK 23'-4"Topool
LOCATION MAP
NOTE: THIS IS AN ARCHITECT'S PLOT
VERIFICATION BY A SURVEY PR
SURVEYOR.
THIS PLOT PLAN PREPARED FR
CARMAN - DUNNE, P.C.
CONSULTING ENGINEERS
SURVEYED: DEC. 16, 2009
PHONE: (516) 599-5563
SECTION:
BLOCK:
LOT:
ZONE:
53 177
01 A2 RESIDENSE
DESIGN CRIT
THIS BUILDING'S STRUCTURAL INTEGR
DESIGNED AS PER THE SOUTHERN BU INTERNATIONAL (SBCCI) AND THE "SS RESISTANT RESIDENTIAL CONSTRUCT
· EXPOSURE & SEISMIC CATEGORY
· CALCULATED TO SATISFY THE FO DESIGN SPECTRAL RESPONSE AC
· 0.33g < SDS < 0.50g
SITEPLAN
23 X EXI TRE STO B BLD UND TEL LIN GAS WA AIR ELE GEN. A.C. U UTI W WA (28) <28> (28) EXI REM SWA SOI H FIR PRO (A) EXI EXC PRIV ARE EXC EPB CPB EXIS EXIS WE NYS JUR 100' 100' E-TL E-TL G W Z Z Z G G W W CAT Δ Δ Δ Δ Δ Δ Δ Δ Δ
1"= 16'-0" (12.35) G <18.0> A (12.7) <16.7> B (12.4) <16.8> D (12.3) <17.25> E (12.2) <18.0> F (12.0) <18.0> C (12.0) <9.55> H (13.0) <16.7> 28'-0" 20'-0" LINE OF MIN. REQUIRED SIDE YARD (B) SETBACK LINEOF MIN. REQUIRED FRONT YARD SETBACK
20'-0" GARAGEF.F.EL:<9.50> DRIVEWAY APRON EXIST. POOL RAISED PATIO POOL PATIO BBQ. AREA A.C PAD 566 EAST SHORE ROAD TWO STORY DWELLING PROPOSED FIRST FLR. FINISH ELEV: <18.50'> PORPOSED CELLAR ELEV: <9.5'> PORPOSED ROOF ELEV: <46.04'> EXIST. FIRST FLR. ELEV: (14.1') EXIST. ROOF PEAK ELEV: (35.7') 81'-11"PROPOSEDREAR YARDSETBACK 46'-10" Side yard (B1) (Base for Sky Exposure Plane) 28'-0" MIN. REQ'RD SD. YD. (B) SETBACK 37'-0" MIN. REQUIRED SIDE YARD(A) SETBACK 60'-0"MIN.REQUIRED FRONTYARDSETBACK REAR40'-0"MIN.REQ'RD YARDSETBACK GEN. A.C.PAD AC <39.1> (10) (10) (10) (10) (10) X X X X X X X X X X X X X X X X X X X (12) (12) (12) (12) (12) (12) (12) (12) (12) (12) (12) (12) (12) X X (12) 8" 16" 16" 14" 8" 20" 16" 16" 12" 8" 8" 6" 6" 16" 20" 16" 20" 20" 22" 16" 16" 24" 20" 12" 14" U W W W New 4'-0" tall aluminum state fence, painted black, as per Village of Kingspoint requirement U Window well, typ. PITCH PITCH PITCH PITCH PITCH PITCH WM WV WM U PITCH PITCH PITCH PITCH PITCH PITCH PITCH PITCH PITCH PITCH PITCH PITCH PITCH PITCH PITCH PITCH PITCH PITCH PITCH PITCH PITCH PITCH PITCH PITCH PITCH PITCH PITCH PITCH PITCH PITCH PITCH PITCH PITCH PITCH PITCH PITCH PITCH <18.0> <11.0>
SCALE:
(10) (10) 30'-9" PROPOSED SIDE YARD (B) SETBACK
RESERVE AREA (STABILIZED
ADAPTIVE VEGETATION BOTTOM EL. <8.50> H.W.L. = <10.0> TRENCHDRAIN<RIM:9.5> (10) PITCH ASPHALT DRIVEWAY W W W W W W W W W W W W W W W W W E-TL G G G G E-TL E-TL E-TL G G G G G G G G G G 5'-0" 5'-0" DRAINAGE AREA "A" DRAINAGE AREA "B" DRAINAGE AREA "C" DRAINAGE AREA "A" SANITARY LEACHING AREA SEPTIC TANK 8'-0" DIA W/ 5'-0" EFF. DEPTH (SEE DRAINAGE PLANS BY VHB) (SEE DRAINAGE PLANS BY VHB) (SEE DRAINAGE PLANS BY VHB) (SEE DRAINAGE PLANS BY VHB) (SEE DRAINAGE PLANS BY VHB) 42'-4" Side yard (B2) (Base for sky exposure plane @ second flr. setback) CIRCULAR DRIVEWAY C.B RIM:<9.8> 10'-0" MIN. 10'-0" MIN. MIN.10'-0" 6FT TO 8FT HIGH ROW OF ARBORVITAES ALONG PROPERTY LINE Y.D RIM:<13.6>
WITH NATIVE AND
16'-0" PITCH PITCH BOULDERS BOULDERS PITCH PITCH Trench drain 16'-0" Wide Driveway (12) R9'-0" 20'-0" Long Belgian block driveway apron 19'-9" 10'-0" NOTE: NO RE-GRADING TO OCCUR WITHIN PRIVATE ROAD. EXISTING CURB LINE SUBJECT OF RELOCATION AS PER PLAN. PROPOSED CURB-CUT TO REALIGN WITH EXISTING PRIVATE DRIVEWAY, VIA BELGIAN BLOCK TO MATCH EXISTING. R8'-0" R2'-0"
R10'-0" R15' R15'
R22'-0" R4'-0" R7'-0" R10'-0"
R3'-0" R47'-4"
LINE OF EXIST. DRIVEWAY SUBJECT OF REMOVAL
R222'-0" L=45'-2"
18'-0"
S I T E P L A N 0 8ft 32ft SCALE: 1/16" = 1'-0" 3'-0" MIN. FROST LINE DEPTH SUBJECT TO DAMAGE FORM REINFORCING STEEL SHALL BE MINIMUM GRADE 50 AND IDENTIFIED IN ACCORDANCE WITH ASTM STANDARDS. WEATHERING WIND SPEED (MPH) SEVERE C 120 SEMIC DESIGN CATEGORY 45 GROUND SNOW LOAD WINTER DESIGN TEMP. 15°F DECAY TERMITE MODERATE HEAVY SLIGHT/ MODERATE YES 24" ICE SHIELD UNDERLAYING REQUIRED FLOOD HAZARDS PER FEMA FLOOD MAP CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WIND DESIGN WIND-BORNE DEBRIS ZONE YES AIR FREEZING INDEX 1500 OR < MEAN ANNUAL TEMP. 52.9°F IRC TABLE R301.2 (1) 16ft A-4 A-5 FRONT AND REAR ELEVATIONS ROOF FLOOR PLAN,AND RELATED CONSTRUCTION DETAILS SIDE YARD (A) AND SIDE YARD (B) ELEVATIONS, AND COLOR CHART A-6 CIRCLE PLANNING AND DESIGN 71-A CUTTERMILL ROAD GREAT NECK, NEW YORK, 11021 TEL. (516) 773-3311 EMAIL - CIRCLEPLANDESIGN@AOL.COM PROJECT STRUCTURAL ENGINEER REVISIONS REVISIONS DESCRIPTION PATRICK A. HAMMOND R.A DRAWING TITLE LAND SURVEYOR 566 EAST SHORE ROAD, GREAT NECK NY, 11024 NEW PROPOSED DWELLING DAVID REYHAN, P.E CARMAN DUNNE, P.C ALL ARCHITECTURAL DRAWINGS AND DETAILS HEREIN ARE PROPERTY OF CIRCLE PLANNING & DESIGN (CPD). ANY REPROD DISTRIBUTION, OR PUBLICATION OF SUCH PROPRIETARY CONT 1/15/2020 1 REVISED TO COMPLY WITH REMOVAL OF FLOOD VENTS 7/13/2020 2 REVISED TO REDUCE BUILDING HEIGHT AS PER PLANNING BOARD COMMENTS 4 2
SURVEY
GRADE ELEVATION AS PER
GRADE ELEVATION TW<100> BW<100> CORRESPONDS TO PROPOSED TOP OF RETAINING WALL CORRESPONDS TO PROPOSED BOTTOM OF RETAINING WALL SOIL / GRADING LEGEND TC<100> BC<100> CORRESPONDS TO TOP OF PROPOSED CURB CORRESPONDS TO BOTTOM OF PROPOSED CURB TB<100> BB<100> CORRESPONDS TO TOP OF PROPOSED BOULDERS CORRESPONDS TO BOTTOM OF PROPOSED BOULDERS 7/31/2020 3 REVISED TO REDUCE AMOUNT OF FRONT ENTRY STEPS 4 9/10/2020 4 ADJUSTED TO RESPOND TO V.K.P INTER-DEPARTMENT MEMO, AND TO COMPLY WITH D&B ENGINEERS' LETTER DATED 9.2.2020 3 3 5 4 10/19/2020 5 REVISED TO COMPLY WITH VILLAGE ENGINEER LETTER DATED OCTOBER 6, 2020 5 5 5 5 5 5 E-3 SECOND FLOOR ELECTRICAL PLAN 6
Construction Drawings: Example sheet with First Floor plan, door schedule, window schedule 2D drawings developed with AutoCAD
24 POWDER AC GEN. A.C. PAD AC AC <39.1> 5 16 13 11 UP 17R 3 1 2 4 5 9 8 10 12 14 15 16 17 @UP17R Riser8"ht. & 11" Treads + 1" nosing 13 11 UP 17R 3 6 1 2 4 7 9 8 10 12 14 15 UP17R @ 8" Riser ht. & 11" Treads + 1" nosing 100 CFM Exhaust Fan 100 CFM 3 1 5 16 17 @ 8" 1" 6 12 17 + FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" LIVING ROOM FAMILY ROOM / DEN KITCHEN DINING DBL. HT. ENTRY FOYER BREAKFAST F.F.EL <18.5> LIBRARY PANTRY R5'-6" MAID'S ROOM HALL SWIMMING POOL CHANGE ROOM HALL 2'-0" HALL COAT BUTLER WIC. BATH#1 2'-0" 4'-0" 4'-6" 5'-6" 2'-0" REAR YARD PATIO PLATFORM EL <18.0> 2'-6" 2'-6" 2'-6" 2'-6" SINK Sill Ht. 44" A.F.F Refrigerator 2'-6" 4'-0" 4'-0" HP-3, ELEV. Hydraulic Roped Elevator Signature Series, 8'-0" high cabinet MODEL HP-3 (Luxury) Lift 950) Manuf: By: Residential Elevators. Shop drawings to be submitted to the engineer of record for approval, Provide necessary bulkhead clearance at attic level, as required by manufacturer, TYP FLOOD VENT FLOOD VENT FLOOD VENT 1 A-8 1 A-7 2'-1" P01 P05 P06 P07 P11 P12 P13 P16 P17 P18 P40 P39 P19 P41 P42 P43 P46 P47 P51 P55 P59 P58 P57 P32 P33 P49a P49 P19a P41a P41b P52 P53 P43a P43b P43c P43d 2x10 Doug. Fir #2 Floor Joist @ 12" O.C, and 2x4 sleepers @ area not receiving tile-work above 2x10 Doug. Fir #2 Floor Joist @ 12" O.C, and 2x4 sleepers @ area not receiving tile-work above 2x6@ 12" o.c, sistered to 2x10 FJ @ 12" o.c, cantilevered to form exterior balcony 2x12 Floor Joist @ 12" O.C, 2x6@ 12" o.c, sistered to 2x10 FJ @ 12" o.c, cantilevered to form exterior balcony 2x12 Doug. Fir #2 Floor Joist @ 16" O.C 2x10 Doug. Fir #2 Floor Joist @ 12" O.C, under tile floor above 2x10 Doug. Fir #2 Floor Joist @ 12" O.C, and 2x4 sleepers @ area not receiving tile-work above 2x12 Doug. Fir #2 Floor Joist @ 16" O.C 2x8 Doug. Fir #2 Ceiling Joist @ 16" O.C 2x8 Doug. Fir #2 Ceiling Joist @ 16" O.C 2x12 Doug. Fir #2 Floor Joist @ 16" O.C 2x12 Doug. Fir #2 Floor Joist @ 16" O.C 2x12 Doug. Fir #2 Floor Joist @ 16" O.C 2x10 Doug. Fir #2 Floor Joist @ 12" O.C 2x10 Floor Joist @ 12" O.C 2x12 Floor Joist @ 16" O.C 2x12 Doug. Fir #2 Floor Joist @ 16" O.C, 2x12 Doug. Fir #2 Floor Joist @ 16" O.C, 2x12 Doug. Fir #2 Floor Joist @ 16" O.C, 2x12 Doug. Fir #2 Floor Joist @ 16" O.C, 2x10 Doug. Fir #2 Floor Joist @ 12" O.C, and 2x4 sleepers @ area not receiving tile-work above 2x12 Doug. Fir #2 Floor Joist @ 16" O.C 2x12 Doug. Fir #2 Floor Joist @ 16" O.C 2x12 Doug. Fir #2 Floor Joist @ 16" O.C 2x12 FJ @ 16" O.C, 2x12 Doug. Fir #2 FJ @ 16" O.C, 2x12 Doug. Fir #2 FJ @ 16" O.C, 2x12 Doug. Fir #2 Floor Joist @ 16" O.C 2x12 FJ @ 16" O.C, 2x8 CJ @ 16" O.C 2x12 Ceiling Joist @ 16" O.C, cut to shape dome, connected to compression ring 2x8 CJ @ 16" O.C 2x12 FJ @ 16" O.C, DROPPED FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH CANT. CANT. CONT. CANTILEVERED FLUSH FLUSH DROP DROP FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH FLUSH P148 P149 P151 P150 P139 P138 P137 P136 P133 P131 P127 P126 P125 P121 P120 P119 P118 P116 P117 P166 P165 P164 P163 P161 P160 P159 P158 P157 P156 P155 P153 P152 P140 P141 P130 P129 P123 P122 P124a P124 P128 P136 P145 P02 P146 P154 (2)1 4 11 7 LVL, UNDER WALL ABOVE P134 2x12 Doug. Fir #2 Floor Joist @ 16" O.C 2x12 Floor Joist @ 16" O.C, P49B 2x12 Doug. Fir #2 Floor Joist @ 16" O.C FLUSH FLUSH 2x12 Doug. Fir #2 Floor Joist @ 16" O.C 2x6 Floor Joist @ 12" O.C, 2x6 Floor Joist @ 12" O.C *1B5 (1) 1 3 4 X 11 7 8 LVL (2) 2X12 + L5X 3 2 X 5 16 LLV, GALV. (2) 2X12 + L5X 3 1 X 16 LLV, GALV. (2) 2X12 + L5X 3 1 2 5 16 LLV, GALV. P118A P118B 18'-0" 21'-6" 6'-6" 6" 6'-0" 9'-4" 27'-4" 16'-10" 25'-4" 13'-8" 8'-0" 7'-6" 7'-0" 4'-4" 4'-4" 4'-0" 16'-2" 2'-0" 5'-8" 4'-6" 5'-0" 7'-10" 6'-6" 4'-0" 5'-8" 6" 4'-6" 4'-0" 21'-4" 22'-9" 6'-3" 12'-1" 14'-10" 16'-0" 30'-4" 6'-6" 10'-5" 4'-0" 11'-11" 3'-0" 4'-8" 21'-7" 2'-0" 2'-2" 2'-2" 10'-6" 2'-0" 2'-2" 2'-8" 2'-0" 3'-0" 2'-4" 10" 1'-10" 2'-7" 1'-2" 21'-2" 1'-2" 2'-7" 1'-10" 1'-5" 2'-2" 4'-6" 7'-0" 11" 8" 9'-2" 3'-5" 9'-3" 16'-6" 32'-4" 15'-11" 12'-11" 77'-9" 86'-11" 1'-1" 29'-4" 15'-4" 5'-0" 44'-8" 1'-10" 5'-0" 1'-11" 5'-0" 1'-11" 5'-0" 1'-10" 3'-10" 2'-6" 2'-0" 6'-0" 2'-0" 2'-6" 3'-10" 1'-10" 5'-0" 1'-11" 5'-0" 1'-11" 5'-0" 1'-10" 3'-3" 2'-6" 3'-6" 2'-6" 3'-6" 2'-6" 2'-10" 22'-5" 22'-8" 22'-5" 20'-6" 88'-0" 2'-0" 2'-0" 2'-2" 6'-8" 2'-2" 6'-2" 2'-2" 6'-8" 2'-2" 2'-0" 4'-0" 12'-3" 32'-2" 16'-3" 49'-8" 12'-3" 6'-0" 8" 6'-4" 7'-4" 6'-4" 8" 2'-10" 13'-4" 1'-4" 4'-11" 2'-2" 6'-10" 2'-2" 4'-11" 6'-5" 14'-0" 4'-8" *1B6 (1) 1 3 4 " X 11 7 8 LVL (2)
2X12 (2) 2X12 (2) 2X12 (2) 2X12 (2) 2X12 (2) 2X12 *1B1 (2) 1 X 11 7 8 LVL *1B14 W10X68 *1B14 CONT. CANTILEVER *1B15 W10X19 (2) 1 3 4 X 11 7 8 LVL W10X19 (2)1 11 7 LVL (2)1 3 4 " x 11 7 8 " LVL (2)1 11 LVL *1B19(2)1 3 4 "x117 8 "LVL (2) 2X12 (2)2X12 (2) 2X12 (2) 2X12 *1B16 W10X26 CONT. CANTILEVER W10X19 FLUSH DROP FLUSH W10X19 DROP W10X19 FLUSH (2) 1 X 11 LVL, + L5X 3 X 5 16 LLV, GALV. (2) 1 11 8 LVL, + L5X 1 16 LLV, GALV. L5X 3 2 16 LLV, GALV., CONTINUOUS, TO CARRY STONE (2) 1 X 11 8 LVL (2) 1 3 4 X 11 8 LVL (2) 1 X 11 LVL (2) 2X12 (2) 1 3 X 11 7 LVL (2) 1 X 11 7 8 LVL (2) 11 LVL (2) 2X12 (2) 2X12 (2) 1 3 4 X 11 7 8 LVL FLUSH *1B4 (3) 1 3 4 11 LVL (2)1 3 x 11 7 8 LVL *1B2 (2)1 3 4 x 9 1 2 LVL *1B3 (2)1 4 9 1 2 LVL *1B9 (3) 1 3 4 X 11 7 8 LVL *1B10 (3) 1 X 11 LVL *1B11 (2) 1 3 4 " X 11 7 8 LVL *1B13 W10X45, CONT. FLUSH *1B12 C8X11.5 C8X11.5, FLUSH C8X11.5, FLUSH L5X 3 16 LLV, GALV., CONTINUOUS, TO CARRY STONE C8X11.5 + 3/8" THICK STEEL PLATE WELDED TO BOTTOM FLANGE W10X45 + THICK STEEL PLATE WELDED AT BOTTOM TO CARRY STONE ABOVE (2) 2X12 + L5X 3 1 2 X 5 16 " LLV, GALV. (2) 2X12 + L5X 3 16 LLV, GALV. P123A P123B P122A P122B P40A P40B P40C (2)1 11 LVL *1B7 (3) 1 3 4 11 LVL + L5X 3 1 X 16 LLV, GALV. *1B8 (2) 1 3 4 X 11 7 8 LVL + L5X 3 1 "2 X 5 16 " LLV, GALV. BOLT VIA 12 DIA. BOLT @ 18" O.C (1) 1 3 X 11 7 LVL (2)1 x LVL (2)1 3 9 2 LVL (2)1 3 4 x 11 7 LVL (2)1 3 4 x 11 7 LVL (2) 2X12 W10X19 FLUSH W10X19 FLUSH (2) 1 3 4 " X 11 7 8 LVL *1B17 W10X22 FLUSH STL. BEAM *1B18 (3) 1 3 "4 X 11 7 8 LVL, FLUSH 1B18 (3) 1 3 "4 X 11 7 8 LVL, FLUSH (2)1 3 4 " x 11 7 8 " LVL (2)1 3 11 LVL 2x12 FJ @ 16" O.C, 2x12 Doug. Fir #2 Floor Joist @ 16" O.C (2) 2X12 (2)2X12 (2) 2X12 1B19(2)13 4"x117 8"LVL CONT. CANTILEVERED 1B16 W10X26 CONT. CANTILEVER (2)1 4 11 7 LVL 1B15 W10X19 CONTINUOUS W10X19 W10X19 DROP W10X19 FLUSH L5X 3 1 2 16 LLV, GALV., CONTINUOUS, TO CARRY STONE (2) 1 3 4 " X 11 7 8 LVL (3) 1 3 4 X 11 7 8 " LVL W10X19 FLUSH (4) 1 3 4 X 11 7 8 " LVL 1B12 C8X11.5 C8X11.5, FLUSH C8X11.5, FLUSH W10X45 FLUSH *1B23 W10X68 FLUSH (3)1 3 9 1 2 LVL CANT. CANT. L5X 3 16 LLV, GALV., CONTINUOUS, TO CARRY STONE C8X11.5 + 3/8" THICK STEEL PLATE WELDED TO BOTTOM FLANGE (2) 2X12 + L5X 3 1 2 16 LLV, GALV. (2) 2X12 + L5X 3 1 "2 X 5 16 LLV, GALV. (2) 2X12 + L5X 3 16 LLV, GALV. FLUSH *1B21 (3) 1 3 X 11 LVL + L5X 3 X 16 LLV, GALV. BOLTED TOGETHER VIA 2 DIA. BOLT @ 18" O.C (2) 2X12 + L5X 3 2 5 16 LLV, GALV. TYP. (2) 2X12 + L5X 3 2 X 16 LLV, GALV. BENT TO SHAPE ABOVE DOOR HEADER TYP. 4x4x 16 Stl.Col 4x4x 16 Stl.Col 4x4x 16 Stl.Col 4x4x 16 Stl.Col 4x4x 16 Stl.Col 4x4x 16 Stl.Col 4x4x 16 Stl.Col 4x4x 16 Stl.Col 4x4x 16 Stl.Col 4x4x 16 Stl.Col 4x4x 16 Stl.Col 4x4x 16 Stl.Col 4x4x 16 Stl.Col 4x4x 16 Stl.Col 4x4x Stl.Col 4x4x 16 Stl.Col 4x4x 16 Stl.Col 4x4x 16 Stl.Col 4x4x 16 Stl.Col 4x4x Stl.Col 4x4x 16 Stl.Col 4x4x 16 Stl.Col 4x4x 16 Stl.Col (2) 2X12 + L5X 3 16 LLV, GALV. (2) 2X12 + L5X 3 2 16 LLV, GALV. (2) 2X12 + L5X X 5 16 LLV, GALV. (2) 2X12 + L5X 3 12 " X 5 16 LLV, GALV. (2) 2X12 + L5X 3 1 2 X 5 16 LLV, GALV. (2) 2X6 + L5X 3 2 X 5 16 " LLV, GALV. CANTILEVERED, FLUSH 4x4x 16 Stl.Col 4x4x 16 Stl.Col 4x4x 16 Stl.Col UP 2R UP 5R 3'-0" UP 7R UP2R LINE OF STONE RAILING UP 2R 2'-3" 9'-7" 2'-6" 2'-0" 6'-9" 2'-0" 4"X4"X 5/16" STL. POST. 4"X4"X 5/16" STL. POST. 14 A-9 4 STAIR REQUIREMENTS A-8 REDUCED BEAM DETAIL 3 A-4 TYP. WALL SECTION DETAIL 1A A-3 LONGITUDINAL SECTION LONGITUDINAL SECTION SHORT SECTION FLOWER BOX 11 O1 O2 O3 O4 O5 O6 O7 O8 O9 10 11 O1 O2 O3 O4 O5 O6 O7 O8 O9 10 O1 O2 O3 O4 O5 O6 O8 O9 10 O7 11 12 13 14 15 16 DN 14R UP 17R 3'-0" Shower P162 2'-6" 2'-6" 2'-6" 2'-6" 2'-0" 2'-0" 2'-0" 2'-0" 4'-9" 1'-3" BREAKFAST ROOM NOTES: 1. TOP PLATE TO NOT EXCEED HEIGHT OF 13'-4" ABOVE FINISH FLOOR. 2. BREAKFAST ROOM CEILING SHALL NOT EXCEED HEIGHT OF 13'-4" AFTER FINISHED FLOOR. 3. PROVIDE 1'-8" MAX. TALL DOME INTERNALLY. 4. BREAKFAST ROOM WINDOW SILL HEIGHT TO BE MAX. 2'-0" A.F.F P161A (2) 2X12 (2)2X12 13'-4" A.F.F 13'-4" A.F.F 13'-4" A.F.F 13'-4" A.F.F 10'-0" A.F.F 10'-0" A.F.F (2)2X12 10'-0"A.F.F Short Post (DOME HT: 15FT. MAX. AF.F.) W 2 W W W 5 W 5 W 3 W W 3 W W 2 W 2 W W 4 W W W 4 W W W 2 W 3 W 3 W W W 3 W 2'-6" 16 D 15 D D 8 D D 17 D 8 D D D 9 D 9 D 11 D 10 D 10 D 14 D 10 D 10 D 13 D 13 D 10 D 12 D 11 D W P93 P65 P66 P67 P64 P63 P94 P90 P91 P68 P69 P68a P68b P66c P66d P71 P70 P86 P87 P72 P73 P74 P75 P82 P79 P76 P80 P83 P88 P89 P84 P81 P78 P77 P114 P113 P112 P109 P106 P105 P100 P99 P95 P62 P61 P60 P96 P97 P98 P101 P102 P103 P104 P107 P108 P110 P111 P115 P92 P107a P46A P69A P70A 4x4x 16 Stl.Col 2 2 3 2 3 3 2 3 2 3 (2) 2x12, PLUS 2X12 COMPOUNDED BEAMS, GLUED AND BOLTED TOGETHER, VIA 1/2" DIA. BOLTS & NUTS, CUT TO SHAPE @ BALCONY ARCH, PROVIDE PLYWOOD FACING GFI GFI HI GFI HI GFI GFI GFI HI Dishwasher NOTE: 1.PROVIDE SEPARATE GFI FOR KITCHEN DISHWASHER. 2.ALL COUNTERTOP RECEPTACLES TO BE GFI GFI HI GFI HI GFI HI GFI 3 3 3 CO SD CO SD SD 1. CONSULT A STRUCTURAL ENGINEER IN THE CASE OF LONG SPAN HEADERS IN BEARING WALLS AND ANY LOADING CONDITIONS NOT COVERED IN SCHEDULE BELOW. 2. DEFLECTIONS GREATER THAN 1 700 RESULTS IN LOCAL CRACKING AT CORNERS OF OPENINGS. 3. LONG HEADERS SHOULD BE WITH CONTROL JOINT AT ENDS TO PROVIDE SPACE FOR INTERNAL EXPANSION. 4. HEAVILY LOADED HEADERS BEARING DIRECTLY ON MASONRY UNITS MAY CAUSE LOCALIZED SPALLING OF THE MASONRY UNIT. 5. ALL OPENINGS LISTED ARE TO HAVE HEADER DIMENSIONS AS FOLLOWS: 10' 0" 12' 0" 6' 0" 8' 0" 4' 0" CLEAR SPAN (MAX.) < 16 EXTERIOR ANGLES < 4 16 < 5 16 < 6 16 < 6 3 LVL WOOD HEADERS 2 No. 2" 6" SPANNING UP TO 5'-0" 2 No. 2" 8" SPANNING UP TO 6'-0" 2 No. 2" 10" SPANNING UP TO 8'-0" 2 No. 2" 12" SPANNING UP TO 10'-0" HEADER LINTEL NOTES AND SCHEDULE DOOR SCHEDULE DOOR # SIZE MANUF. REMARKS D 1 D 3 D 5 D 6 D 7 D 8 D 9 D 10 D 15 WINDOW SCHEDULE WINDOW # WINDOW OPENING SIZE MANUF. REMARKS QTY. QTY. 2'-0" 6'-8" (4) (2) 2'-6"X 6'-8" + 1'-6" TRANSOM (2)2'-6" X 6'-8" (2)2'-0" X 6'-8" 2'-8" X 6'-8" (10) (1) (4) (4) (6) (2) (5) (2) (1) (1) PANTRY, WIC. @ MAIN ROOM (2)3'-0" 8'-0" SLIDING, PLUS (2) 3'-6"X 8'-0" SIDELITES 2'-6 3/4" 8'-0" (2)3'-0" X 9'-0" + 4'-0" TRANSOM BEDROOMS @ 2ND. FLR. & CELLAR DRS. D 17 (1) D 4 2'-8" x 6'-8" (2) MASONITE OR APP. EQUAL CLOSET DRS. @ 2ND. FLR. LINEN CLO. @ SECOND FLR. D 18 EG = EGRESS WINDOW 1HR SC FD =1HOUR RATED FIRE DOOR TG =TEMPERED GLASS DOOR W PELLA WINDOWS 2'-8' 5'-0" (3) W PELLA WINDOWS 2'-2" X 6'-0" (10) W 3 PELLA WINDOWS 2'-6"X 6'-0" (8) W 4 PELLA WINDOWS 2'-6" X 7'-0" + 1'-6" TRANSOM (5) BREAKFAST ROOM W PELLA WINDOWS 3'-0" X 4'-6" (FIXED)+ (2)2'-0" X 4'-6" FLANKED (1) KITCHEN W PELLA WINDOWS 2'-2" x 4'-0" (3) BEDROOM#3 & BATH #3 W PELLA WINDOWS 2'-2" X 4'-6" (2) MSTR. CLO. & BATH #2 W PELLA WINDOWS 2'-6"X4'-6" (13) W 10 PELLA WINDOWS (2) 2'-2" X 4'-6" (2) BEDROOM #3 MASONITE OR APP. EQUAL MASONITE OR APP. EQUAL EXTERIOR FRONT FACADE 2'-0" X 8'-0" 2'-6" X 8'-0" BATHS @ FIRST FLOOR 2'-8" X 8'-0" (2) MAID'S ROOM & ELEVATOR 2'-9 1/2" X 8'-0" (1) CORRIDOR TO POOL TG = TEMPERED GLASS MODEL # 2971 CUSTOM + TRANSOM 2353,3553, 2353 2547 NOTE: ALL WINDOWS OVER JACUZZI TUB @ MASTER BATHROOM TO BE TEMPERED GLASS. ALL WINDOWS WITH SILL HEIGHT LESS THAN 18" TO BE TEMPERED GLASS. ALL WINDOW SILL HEIGHTS SHOWN ARE AFTER PROPOSED FINISHED FLOOR. ALL WINDOW TRANSOMS TO BE HALF-ARCHED, UNLESS OTHERWISE NOTED. ALL WINDOWS BY PELLA, PROLINE SERIES PELLA D 16 (1) D 19 FAMILY ROOM, AND MAID'S ROOM 2953 2553,2553 DOOR TO CLOSETS @ 2ND FLOOR D 2 (5) DOORS TO BATHS @ 2ND FLR. 1 HR. SELF-CLOSING FIRE DOOR EXTERIOR BALCONIES PELLA (1) (2)2'-6" 8'-0" (1) (2)2'-0"X 8'-0" MASONITE OR APP. EQUAL COAT CLOSET INTERIOR FRENCH DR. @ LIBRARY EXTERIOR LIBRARY ROOD AMARR FRONT ENTRY DOOR NOTE: ALL DOORS AND WINDOWS WITH A SILL HEIGHT LESS THAN 24" ABOVE FINISH FLOOR SHALL BE EQUIPPED WITH A WINDOW OPENING CONTROL DEVICE IN COMPLIANCE WITH ASTM 2090 AND IN ACCORDANCE WITH R312.2 EGRESS WINDOW WELL SILL HT. 20" W 11 PELLA WINDOWS (1) MASTER BATH 24" 24" 24" 42" 32" 26" 26" 26" 3259 2571 2553 LIVING &DINING, ETC. MASTER BEDROOM 2'-6" 6'-8" 1'-6" 6'-8" D 11 FAMILY ROOM D 12 D 13 D 14 IRON DOORS OF NEW YORK 8'-0" (W) X 7'-0" (H) NOTE: ALL INTERIOR DOORS TO BE DOUBLE ARCH DOORS PELLA PELLA PELLA MASONITE OR APP. EQUAL MASONITE OR APP. EQUAL MASONITE OR APP. EQUAL MASONITE OR APP. EQUAL MASONITE OR APP. EQUAL MASONITE OR APP. EQUAL GARAGE DOOR INSULATED, SEE COLOR CHART SHEET A-6 1HR SC FD MASONITE OR APP. EQUAL 16'-0" (W) 7'-0" (H) AMARR GARAGE DOOR INSULATED, SEE COLOR CHART SHEET A-6 EG EG HEADER HT. 80" 96" 96" 96" 80" 80" 80" 80" W PELLA WINDOWS 2'-6" X 10'-0" + 1'-6" TRANSOM (2) ENTRY FOYER CUSTOM + TRANSOM 18" EG (2) 2'-6" X 4'-6" 26" 80" 2953,2953 TG A-2 FIRST FLOOR PLAN AND RELATED DETAILS CIRCLE PLANNING AND DESIGN 71-A CUTTERMILL ROAD GREAT NECK, NEW YORK, 11021 TEL. (516) 773-3311 EMAIL - CIRCLEPLANDESIGN@AOL.COM PROJECT STRUCTURAL ENGINEER REVISIONS REVISIONS DESCRIPTION PATRICK A. HAMMOND R.A DRAWING TITLE LAND SURVEYOR 566 EAST SHORE ROAD, GREAT NECK NY, 11024 CLIENT: DRAWN BY: DATE DR'N: CHK'D BY: LR AUGUST 13, 2018 MN OWNER: SHEET No. MR. M. YEROUSHALMI NEW PROPOSED DWELLING DAVID REYHAN, P.E MR. M. YEROUSHALMI ALL ARCHITECTURAL DRAWINGS AND DETAILS HEREIN ARE PROPERTY OF CIRCLE PLANNING & DESIGN (CPD). ANY REPRODUCTION, 11/16/2020 REVISED TO ADD ADDITIONAL INFORMATION 1 1
2X12 (2) 2X12 (2)
ALUMINUM ROOF FINISH, COLOR: COPPER TONE, MANUF. BY ATAS, OR APPROVED EQUAL, 15 LB MOISTURE BARRIER, OVER 3/4" CDX EXTERIOR PLYWOOD SHEATHING, OVER 2X8 ROOF RAFTERS @ 16" O.C, TYP.
IMITATION SLATE ROOF FINISH, MODEL: EMPIRE SLATE, 602811, MANUFACTURED BY ECOSTAR, OR APPROVED EQUAL, OVER 15 LB MOISTURE BARRIER, OVER 3/4" CDX EXTERIOR PLYWOOD SHEATHING, OVER 2X8 ROOF RAFTERS @ 16" O.C, TYP.
RHS6X8X5/16", CANTILEVERED
SHORT POST UNDER CANTILEVERED BEAM ABOVE
EXTERIOR FLUTED CORINTHIAN POLYSTONE STRAIGHT SHAFT COLUMN, MANUFACTURED BY CORINTHIAN CAST STONE OR APPROVED EQUAL, 16" DIAMETER X 15'-0" TALL, COLOR: TAN- OFF-WHITE, TYP.
2" THICK BULLNOSE FLAMED GRANITE PLATFORM AND STEPS, MANUF. BY CORINTHIAN CAST STONE OR APPROVED EQUAL, COLOR : TAN, OFF-WHITE, OVER 4" CONCRETE SLAB WITH 6X6
DBL. HT FOYER
5'-3" Attic Height
PROPOSED REDUCTION OF 2.0 FT. IN BUILDING HEIGHT
TOP OF UPPERMOST PROPOSED ROOF <EL 46.04'>
TOP OF PROPOSED ROOF / DWELLING HEIGHT <EL 46.04'>
& FOOTINGS, CONCRETE SLAB, AND RETAINING WALL SPECIFICATIONS, REFER TO
OPEN CELLAR
8'-0"
1'-0"
10'-0"
9'-0"
MASTER BEDROOM
ATTIC FAMILY ROOM/DEN
±19'-5" existing building height
10'-3" height difference between exist. and proposed building 2'-2"
3'-5"
ROOF MID. POINT <EL 42.58'>
TOP OF CLG. JOIST 3'-5"
<EL 39.16'>
<EL 38.5'>
2ND FLOOR CLG. 8"
EXISTING ROOF PEAK (EL 35.7')
9'-0"
<EL 29.5'>
SECOND FLOOR F.F.L. 1ST FLR. CEILING HEIGHT
<EL 28.5'>
1'-0"
26'-3" Proposed height at roof mid. point
10'-0"
22'-3" Proposed eave height
29'-8" Proposed Building Height
1'-4"
6'-2"
FIRST FLOOR F.F.L.
<EL 18.5'>
EXIST. AVERAGE GRADE AT FRONT FOUNDATION WALL <EL 16.75'>
<EL 16.38'>
AVERAGE MEAN GRADE (BASE FOR BLDG. HEIGHT)
EXISTING FIRST FLOOR FINISH (EL 14.10')
29'-8" Proposed Building Height
25'-9" Proposed height at roof mid. point
Construction Drawings: Short section - 2D drawings developed with AutoCAD
TOP OF ALUMINUM FINIAL BASE <EL 42.58'> 1'-2"
TOP OF PORTICO ROOF <EL 42.58'>
TOP OF ALUMINUM DOME OVER PORTICO <EL 42.58'>
ALUMINUM ROOF FINISH, COLOR: COPPER TONE, MANUF. BY ATAS, OR APPROVED EQUAL, 15 LB MOISTURE BARRIER, OVER 3/4" CDX EXTERIOR PLYWOOD SHEATHING, OVER 2X8 ROOF RAFTERS @ 16" O.C, TYP.
TOP OF CANTILEVERED BEAM <EL 35.83'> 10"
<EL 35.0'>
36" TALL COPPER SPIRE, MANUF. BY COPPER CRAFT OR APPROVED EQUAL 2'-0"
BOTTOM OF PORTICO CEILING <EL 33.0'>
BOTTOM OF CANTILEVERED BEAM
SHORT STEEL POST WELDED TO BEAM STEEL BEAM ABOVE 1 A-8
IMITATION SLATE ROOF FINISH, MODEL: EMPIRE SLATE, 602811, MANUFACTURED BY ECOSTAR, OR APPROVED EQUAL, OVER 15 LB MOISTURE BARRIER, OVER 3/4" CDX EXTERIOR PLYWOOD SHEATHING, OVER 2X8 ROOF RAFTERS @ 16" O.C, TYP. RHS6X8X5/16", CANTILEVERED SHORT POST UNDER CANTILEVERED BEAM ABOVE
EXTERIOR FLUTED CORINTHIAN POLYSTONE STRAIGHT SHAFT COLUMN, MANUFACTURED BY CORINTHIAN CAST STONE OR APPROVED EQUAL, 16" DIAMETER X 15'-0" TALL, COLOR: TAN- OFF-WHITE, TYP.
FLAT ROOF TO BE PITCH @ 1 8 MIN. PER LINEAR FOOT, & TO RECEIVE RUBBER ROOF MATERIAL - SILVER COATED (TYP.)
#10X10 WIREMESH IN-BETWEEN, OVER COMPACTED SOIL, TYP. 13'-0" TALL WROUGHT IRON FRONT ENTRY DOOR MANUFACTURED BY IRON DOORS OF NEW YORK, OR APPROVED EQUAL, MODEL STYLE: LEXINGTON. COLOR: ANTIQUE BRONZE PRE-CAST STONE WATER TABLE, MANUF. BY CORINTHIAN CAST STONE OR APPROVED EQUAL, COLOR TAN, OFF-WHITE, TYP. NOTE: CELLAR CEILING TO RECEIVE ONE LAYER OF 5/8" THICK GYP. BOARD, THROUGHOUT AT BOTH CONDITIONED AND UNCONDITIONED SPACES NOTE: CELLAR CEILING TO RECEIVE R30 INSULATION REGARDLESS OF RIGID INSULATION OUTSIDE OF FOUNDATION WALL 36" TALL COPPER SPIRE, MANUF. BY COPPER CRAFT OR APPROVED EQUAL 4X4 WOOD SHORT POST 4X4 WOOD SHORT POST A-8 1A 11" LOW DENSITY SPRAY FOAM WITH MIN. 3.5 R-VALUE PER INCH, IN-BETWEEN ROOF RAFTERS @ 16" O.C, TYP. A-8 1 SHORT STEEL POST WELDED TO BEAM STEEL BEAM ABOVE (2) 1 3 X 11 7 8 LVL, ROOF RIDGE BEAM (2)2x12 (3) 1 4 X 11 7 8 LVL (4) 1 3 4 X 11 7 " LVL (2)2x12 2x12 CJ @ 16" O.C CUT TO SHAPE DOME ARCH (1) 1 3 4 X 11 7/8" LVL 2X12 ROOF RAFTERS @ 16" O.C (2) 2X12 DOUG. FIR #2 ROOF RAFTERS @ 16" O.C (1) 1 3 4 X 14" LVL P32 BEYOND P49a BEYOND (2) 1 3 4 X 11 8 LVL (3) 1 3 4 X 11 8 LVL 2X12 RR @ 16" O.C P53B BEYOND (1) 1 3 4 X 11 8 LVL 2X8 CEILING JOIST @ 16" O.C 2X8 CEILING JOIST @ 16" O.C 2X6 STUDS @ 16" O.C, BEARING WALL 2X8 CEILING JOIST @ 16" O.C (3) 1 3 X 14" LVL (3) 1 3 X 14" LVL (2)2X12 + L5X3 1 X 5 16 LLV, TO CARRY STONE ABOVE (2) 1 3/4" X 11 7/8" LVL (2) 1 3/4" X 11 7/8" LVL 2X12 FLR. JOIST @ 16" O.C (2)2X12 2X12 FLR. JOIST @ 16" O.C 2X12 FLR. JOIST @ 16" O.C W10X22 STL. BEAM, FLUSH AJS25 9 1 2 FLR. JOIST @ 12" 0.C W12X35 STL. BEAM, FLUSH W12X35 STL. BEAM, FLUSH W12X65 STL. BEAM, FLUSH AJS25 G&N 9 /12" FLR. JOIST. @ 12" O.C AJS25 G&N 11 7 8 FLR. JOIST @ 16" O.C R30 BATT INSULATION IN-BETWEEN FLOOR. JOIST. TYP.
2X12 PLUS 2X12 COMPOUNDED BEAMS, GLUED AND BOLTED TOGETHER, VIA 1/2" DIA. BOLTS & NUTS, CUT TO SHAPE TO FORM BALCONY ARCH, PROVIDE PLYWOOD FACING PROPOSED WROUGHT IRON RAILING, HEIGHT TO BE MIN. 36" HIGH, WITH MAX. 4" BALUSTER SPACING. SEE TYP.GUARD RAIL LIMITATIONS DETAIL: A-8 5 12" REINFORCED CONCRETE FOUNDATION WALL WITH 5 REBAR @ 12" O.C, BOTH WAYS 8'-0" CELLAR CEILING HEIGHT
FOR PILING, GRADE BEAMS, FOUNDATION WALLS
NOTE: FOR PILING, GRADE BEAMS, FOUNDATION WALLS & FOOTINGS, CONCRETE SLAB, AND RETAINING WALL SPECIFICATIONS, REFER TO PILING ENGINEER DRAWINGS
(2)
NOTE:
(UNCONDITIONED SPACE)
Exterior Rendering: Sides and Back Facade 3D Model developed with Sketch UP, Lumion and edited with Photoshop
26 BOTTOM OF CANTILEVERED BEAM (1)2X12, CONTINUOUS THRU BOLTED TO L6 X 4 X 16 VIA 1 DIA. BOLTS 7 NUTS 4X4X5/16" STL. SHORT POST BELOW CANTILEVERED STEEL RETANGULAR HOLLOW TUBE ABOVE, TYP. EXTERIOR FLUTED CORINTHIAN POLYSTONE STRAIGHT SHAFT COLUMN, MANUFACTURED BY CORINTHIAN CAST STONE OR APPROVED EQUAL, 16" DIAMETER X 15'-0" TALL, COLOR: TAN- OFF-WHITE, TYP. <EL 35.0'> BOTTOM OF PORTICO CEILING <EL 33.0'> TOP OF CANTILEVERED BEAM <EL 35.83'> L4X4X5/16" STEEL ANGLE BRACING, WELD ALL AROUND HANG L4X4X5/16" STEEL ANGLE, TO RHS 6X8X5/16" ABOVE, BOTH SIDES, WELD ALL AROUND L5X5X5/16" WELDED TO VERTICAL STEEL ANGLE, WELD ALL AROUND RHS6X8X5/16" 4X4X5/16" STL. CLOUMN 1'-3" MAX. SOFFIT CANTILEVERED BEAM L4X4X3/16" STEEL ANGLE, BOTH SIDES, WELDED TO RHS 6X8X5/16" ALL AROUND, BEND EXPOSED LEG TO FORM ARCH IMITATION SLATE ROOF FINISH, MODEL: EMPIRE SLATE, 602811, MANUFACTURED BY ECOSTAR, OR APPROVED EQUAL, OVER 15 LB MOISTURE BARRIER, OVER 3/4" CDX EXTERIOR PLYWOOD SHEATHING, OVER 2X12 ROOF RAFTERS @ 16" O.C, TYP. 6" L6 X 3 2 X 5/16" LLV, WELDED ALL AROUND TO RHS STEEL TUBE, AND THRU BOLTED VIA 1 2 DIA. BOLT NUT, @ 12" O.C, STAGG. (2)2X12 TO CARRY ROOF RAFTERS ABOVE HURRICANE RAFTER TIE, BY SIMPSON, TYP. 1B A-8 CIRCLE PLANNING AND DESIGN 71-A CUTTERMILL ROAD GREAT NECK, NEW YORK, 11021 TEL. (516) 773-3311 EMAIL - CIRCLEPLANDESIGN@AOL.COM REVISIONS 7/13/2020 1 SCALE: 1" = 1'-0" 1 FRONT PORCH BRACING DETAIL 11/16/2020 2
Construction Drawings: Roof Detail
Exterior Pictures: Pictures taken during construction inspection
Single-Family House
Single family house located on the north shore of Long Island, NY. This house was located in front of a state park where it allows a water view from a higher level. One of the client’s specific requests was to have a roof top where they could host friends and enjoy the sunset looking at the bay.
The result to attend their request was to provide two different vertical access. One a main stair case combined with an elevator to attend the principal of the house and an additional stair case serves the guests. The guest staircase is a separated tower on the side of the house with a spiral staircase that connects the a ball room on the cellar level leading to the first and second d floor where the terrace is located. This allows the access to the terrace without going through private spaces.
PROJECT DETAILS
TYPE: Residential
LOCATION: Kings Point, NY
SIZE: 20,000 sq.ft. (Lot Area) 4,480 sq.ft (Building Area)
COMPANY & YEAR: Circle Planning & Design, 2022
MY ROLE: Construction Documents, Construction drawings, Site inspections
27 06 /
Exterior Rendering: Front Facade - 3D Model developed with Sketch UP, Lumion and edited with Photoshop
FLOOR AREA CALCULATION
FIRST FLOOR CALCULATION:
A: 40'-3" X 86'-1" = 3,464.72 SF.
B:3'-11" X 74'-2"= 290.41 SF.
C:4'-9" X 36'-6"=178.12 SF.
D:12'-0" X 17'-2"=205.92 SF.
E:2'-0" X 19'-1" =38.16 SF.
F:2'-0" X 15'-7"=31.16 SF.
G:2'-0" X 20'-10"=41.66 SF.
H:3'-2" X 24'-4" =76.88 SF.
I:1'-6" X 15'-7" =23.37 SF.
J: 1 2 Ø X 6'-6" X 12'-4 + 1/2 (1'-0" X 3'-7") = 67.56 SF.
TOTAL: 4,417.96 SF.
SECOND FLOOR CALCULATION:
TOTAL: 3,528.59 SF.
TOTAL FLOOR AREA (1ST
1ST FLR. AREA: 4,417.96 SF. +
2ND FLR. AREA: 3,528.59 SF +
NET FLOOR AREA: 7,946.55 SF.
TOTAL: 62.32 SF.
GROSS FLOOR. AREA =8,008.87 Sf.
28 REAR YARD <EL. 31.93'> LINE OF PROPOSED AVG. MEAN GRADE ALONG FOUNDATION WALL PERIMETER (BASE FOR BLDG. HEIGHT). 26'-8" PROPOSED BLDG. HEIGHT @ REAR YARD 51'-7" MAX. PERMITTED BLDG. HEIGHT @ REAR YARD 12 12 A =3,464.72 Sf. FIRST FLOOR AREA A + B + C... = TOTAL FLR. AREA = 4,417.96 SF. PLAT:<34.5> 40'-3" 3'-2" 86'-1" 15'-7" 1'-6" 74'-2" 4'-9" 12'-0" 17'-2" 37'-6" 24'-4" 19'-1" 2'-0" 15'-7" 2'-0" 4'-0" 20'-10" 2'-0" 3'-7" 1'-5" 12'-3" 6'-6" 3'-11" J=67.56 Sf. C =178.12 Sf. D=205.92 Sf. E=38.16 Sf. G=41.66 Sf. F=31.16 Sf. B=290.41 Sf. I=23.37 Sf. H=76.88 Sf. P1=62.32 Sf. PLATFORM FIRST FLOOR AREA A + B + C...= TOTAL FLR. AREA 4,417.96 SF. (SEE FLR. AREA CALCULATION CHART) K= ROOFED ENTRY PLATFORM 62.32 Sf. 15'-7" 4'-0" A =3,114.72 Sf. SECOND FLOOR AREA A + B + C... = TOTAL FLR. AREA = 3,528.59 SF. =8.0 Sf. D=8.0 Sf. 4'-9" 37'-6" 3'-7" 1'-5" 12'-4" 6'-6" 2'-0" 4'-0" 2'-0" 4'-0" 19'-1" 15'-7" 20'-10" 2'-0" 1'-0" 6'-8" 1'-0" 7'-2" 74'-2" 42'-0" 3'-6" 15'-7" 1'-0"12'-1" E=38.16 Sf. G=41.66 Sf. F=31.16 Sf. B=54.53 Sf. C =178.12 Sf. I=67.56 Sf. LINE OF FRONT YARD Front Yard Lot Area: 12,694.27 Sf. A1' 2230.0sf. A1'' 2188.0 sf. C B D E F G1 H K I J L RTN #9 RTN #6 RTN #7 RTN #5 RTN #1 RTN #10 RTN #11 RTN #4 REAR YARD ZONE B FRONT YARD ZONE A LINE OF FRONT YARD RTN #2 RTN #8 92'-1" 108'-0" 606.0 sf. 1743.0 sf. 49.0 sf. 1556.0 sf. 1871.0 sf. 2374.0 sf. 120.0 sf. 158.0 sf. 3929.0 sf. 338.0 sf. 78.0 sf. 12'-7" 85'-1" 68'-0" 29'-9" 77'-2" 2'-0" 8'-0" 15'-7" 8'-5" 32'-0" 42'-10" 37'-0" 18'-3" 18'-0" 13'-9" 18'-8" 9'-9" 13'-9" 7'-10" 29'-7" 18'-1" 15'-4" 4'-11" 23'-2" 22'-6" 26'-0" 23'-2" 6'-4" 7'-0" 1'-6" 2'-6" 23'-11" 3'-11" 104'-10" 70'-5" REAR YARD ZONE B FRONT YARD ZONE A REAR YARD ZONE B FRONT YARD ZONE A Side Yard (B) 54'-11" 77'-5" 170'-0" 39'-11" 78'-11" 4'-9" 21'-9" 25'-1" 3'-11" 6'-4" 5'-11" 85.0 Sf. 50.0 Sf. 53.0 Sf. 57.0 Sf. 81.0 Sf. 69.0 Sf. 24.0 Sf. 92.0 Sf. 108.0 Sf. FOR DRAINAGE CALCULATION REFER TO DRAINAGE SHEET S-2 PROPERTY LINE PROPERTY LINE PROPERTY LINE 20'-2" 5'-0" 20'-10" 24'-0" 20'-9" 7'-0" 18'-6" 6'-0" 22'-4" 23'-0" 9'-0" 1'-6" 26'-9" 6'-0" 41'-0" 13'-0" 97'-1" 26'-0" G 97.0 sf. 7'-10" RTN #3 45.0 Sf. RTN #3 RTN #3 45.0 Sf. 45.0 Sf. RTN #3 15.0 Sf. M 29.0 sf. TOTAL IMPERVIOUS AREA @ FRONT YARD: IMPERVIOUS AREA CALCULATION CHART 4,416.0 Sf. FRONT YARD PROPOSED AREAS (Sf.) (REFER TO "IMPERVIOUS AREA DIAGRAM", THIS SHEET) B.... 606.0 Sf. C.... 1,743.0 Sf. D.... 49.0 Sf. RTN#1 SURFACE DESIGNATION RTN#2 RTN#4 50.0 Sf. 85.0 Sf. 53.0 Sf. REAR YARD RTN#5 57.0 Sf. RTN#6 81.0 Sf. TOTAL LOT AREA = 40,195.40 SF. TOTAL PERMITTED IMPERVIOUS AREA OF THE LOT= 40,195.40 SF. X 55% = 22,107.47 SF. G1.. H.... J.... K.... RTN#9 RTN#10 RTN#11 120.0 Sf. 2,374.0 Sf. 338.0 Sf. 78.0 Sf. 24.0 Sf. 92.0 Sf. 108.0 Sf. TOTAL IMPERVIOUS AREA OF THE LOT, 18,174.0 Sf. FRONT PLATFORM PATIO FRONT DRIVEWAY F.Y STEPPING STONE (RETAINING WALL #1) REAR YARD PLATFORM REAR YARD PATIO POOL CABANA A/C PAD TOTAL IMPERVIOUS AREA @ REAR YARD 7,322.0 Sf. E.... 1,556.0 Sf. LONG DRIVEWAY A1"... 2,188.0 Sf. 1/2 MAIN DWELLING ROOF AT ZONE "A" RTN#7 39.0 Sf. A1'... 2,230.0 Sf. 1/2 MAIN DWELLING ROOF AT ZONE "B" I.... 3,929.0 Sf. POOL & POOL PATIO L.... 158.0 Sf. STAIR AND FLOWER BOX M.... 29.0 Sf. STEPS TO SIDE YARD (A) SIDE YARD (B) TOTAL IMPERVIOUS AREA @ SIDE YARD (B): 2,018.0 Sf. F.... 1,871.0 Sf. CARPORT @ SD. YD. (B) RTN#8 69.0 Sf. TOTAL IMPERVIOUS AREA @ ZONE (A): 8,623.0 Sf. ROOF @ ZONE A TOTAL IMPERVIOUS AREA @ ZONE (B): 9,552.0 Sf. ZONE (A) + ZONE (B) = ZONE (A): AREA SUBJECT OF "DRYWELL CALCULATION", REFER TO SHEET S-2 ROOF @ ZONE B ZONE (B): AREA SUBJECT OF "DRYWELL CALCULATION", REFER TO SHEET S-2 G.... 97.0 Sf. STEPPING STONE RTN#3 150.0 Sf. <EL 33.25''> AVERAGE GRADE @ FRONT YARD (BASE FOR SKY EXPOSURE PLANE) 71'-0" PROPOSED FRONT YARD SETBACK PROPERTY LINE FRONT YARD <EL. 31.93'> LINE OF PROPOSED AVG. MEAN GRADE ALONG FOUNDATION WALL PERIMETER (BASE FOR BLDG. HEIGHT). 28'-5" MAX. PERMITTED BLDG. HEIGHT @ FRONT YARD 27'-7" PROPOSED BLDG. HEIGHT @ FRONT YARD 2.5 FT. 1FT. SKYEXPOSUREPLANE 12 12 1.33 FT. <EL 33.37''> AVERAGE GRADE @ SIDE YARD (A) (BASE FOR SKY EXPOSURE PLANE) <EL 30.96''> AVERAGE GRADE @ SIDE YARD (B) (BASE FOR SKY EXPOSURE PLANE) 38'-10" PROPOSED SIDE YARD (B) SETBACK 28'-0" PROPOSED SIDE YARD (A) SETBACK PROPERTY LINE PROPERTY LINE 1FT. SKYEXPOSUREPLANE SIDE YARD (A) SIDE YARD (B) 1.33 FT. 1FT. SKYEXPOSUREPLANE <EL. 31.93'> LINE OF PROPOSED AVG. MEAN GRADE ALONG FOUNDATION WALL PERIMETER (BASE FOR BLDG. HEIGHT). <EL. 31.93'> LINE OF PROPOSED AVG. MEAN GRADE ALONG FOUNDATION WALL PERIMETER (BASE FOR BLDG. HEIGHT). 13'-7" PROPOSED BLDG. HT.@ SD.YD. (A) 21'-1" MAX. PERMITTED BLDG. HEIGHT @ SD. YD. (A) 16'-1" PROPOSED BLDG. HT. @ SD. YD (B) 29'-2" MAX. PERMITTED BLDG. HEIGHT @SD. YD. (B) 12 12 12 12 MAX. IMPERVIOUS AREA AT FRONT YARD Front yard area = 12,649.0 Sq.Ft. 12,649.0 Sq.Ft. X 35% = 4,427.15 Sq.FT. Permitted Impervious coverage @ F.Y = 4,427.15 Sq.FT. Proposed Impervious coverage @ F.Y = 4,416.0 Sq.FT. MAX. LOT IMPERVIOUS AREA Allowed = 40,195.40 Sq.Ft. X 55% = 22,107.47 Sq.Ft. TOTAL PROPOSED = 18,169.0 Sq.Ft. MAX. IMPERVIOUS AREA CALCULATION IMPERVIOUS AREA LEGEND FRONT YARD MAIN DWELLING UNDISTURBED AREA <EL 34.0''> AVERAGE GRADE @ REAR YARD (BASE FOR SKY EXPOSURE PLANE) 116'-2" PROPOSED REAR YARD SETBACK PROPERTY LINE 2.25 FT. 1FT. SKYEXPOSUREPLANE ZONING COMPUTATION, BUILDING AREA/FLOOR AREA DIAGRAMS, AVG.MEAN GRADE CALCULATION, SKY EXPOSURE PLANE DIAGRAMS. Z-1 SCALE 8 =1'-0" FRONT YARD SKY EXPOSURE PLANE DIAGRAM SIDE YARD (A) SKY EXPOSURE PLANE DIAGRAM SCALE 8 =1'-0" REAR YARD SKY EXPOSURE PLANE DIAGRAM SCALE 1 8 =1'-0" NET 1ST FLR: 4,417.96 SQ.Ft. + NET 2ND FLR: 3,528.59 SQ.Ft. + PLATFORM AREA : 62.32 SQ.Ft.
& 2ND FLOORS): P1 = 63.32 SF ENCLOSED ROOFED PLATFORM 1ST FLR..................................,4,417.96 SF.+ ROOFED ENTRY PLATFORM 1 (P1) ...62.32 SF. BUILDING AREA CALCULATION PROPOSED BLDG. AREA = 4,480.28 SF. SCALE: 1/16 =1'-0" FIRST FLOOR AREA DIAGRAM SCALE: 1/16 =1'-0" SECOND FLOOR AREA DIAGRAM SCALE: 1/16 =1'-0" BUILDING AREA DIAGRAM SCALE: NTS IMPERVIOUS AREA & DRAINAGE AREA DIAGRAM CALCULATION FOR AVERAGE GRADE AROUND PERIMETER OF BUILDING BASE FOR SKY EXPOSURE PLANE Calc. No. I.D 1 2 3 4 <A+B>/2 <A+E>/2 <B+C+D>/3 <D+E+>/2 SUBTOTAL AVERAGE SKY EXPOSURE Notes: See Site Plan for Location of points (A,B,C,D,E,F,G). Calculation Number 1 is based on Front Yard from point A to B Calculation Number 2 is based on Side Yard (A) from point A to Calculation Number 3 is based on the Side yard (B) from point B to C to D Calculation Number 4 is based on the Rear yard from point D to E CALCULATION FOR AVERAGE MEAN GRADE AROUND PERIMETER OF BUILDING BASE FOR BUILDING HEIGHT <FROM PROPOSED ELEVATION> FORMULA: <ELEVATION A+ ELEVATION B+ ELEVATION C+ ELEVATION D+ ELEVATION E = D+/5 33.25 159.65/5 31.93 <31.93> FEET Notes: See Site Plan for Location of points (A,B,C,D,E,F,G). <33.25+33.25> 66.5/2 66.75/2 92.9/2 68.0/2 <33.25> <33.37> <30.96> <34.00> 33.25 FEET 33.37 FEET 30.96 FEET 34.00 FEET ELEV: A 33.25 ELEV: B 25.15 ELEV: 34.5 ELEV: D SUB-TOTAL AVERAGE AVERAGE GRADE ELEVATION PLANE ELEVATION CALCULATION <33.25+33.5> <33.25+25.15+34.5> <34.5+33.5> FRONT YARD 33.5 ELEV: E SIDE YARD (A) REAR YARD SIDE YARD (B) SKY EXPOSURE PLANE DIAGRAM SCALE 8 =1'-0" CIRCLE PLANNING AND DESIGN 71-A CUTTERMILL ROAD GREAT NECK, NEW YORK, 11021 TEL. (516) 773-3311 EMAIL - CIRCLEPLANDESIGN@AOL.COM PROJECT STRUCTURAL ENGINEER REVISIONS REVISIONS DESCRIPTION PATRICK A. HAMMOND R.A DRAWING TITLE LAND SURVEYOR 43 STEPPING STONE LANE, KINGSPOINT NY. 11024 CLIENT: DRAWN BY: DATE DR'N: CHK'D BY: LR MARCH 3, 2020 MN OWNER: SHEET No. DRAWING SCALE AS NOTED OWNER ADDRESS: 98 CUTTERMILL ROAD, GREAT NECK NY. 11021, SUITE 396N PROPOSED NEW DWELLING DAVID REYHAN, P.E HAYNES LAND SURVEYORS, ROBERT A. HAYNES 43 STEPPING STONE, LLC MR. MIKE EBRANI & MRS. SARIT EBRANI ALL ARCHITECTURAL DRAWINGS AND DETAILS HEREIN ARE PROPERTY OF CIRCLE PLANNING & DESIGN (CPD). ANY REPRODUCTION, DISTRIBUTION, OR PUBLICATION OF SUCH PROPRIETARY CONTENT WITHOUT WRITTEN PERMISSION FROM CPD IS DEEMED A COPYRIGHT INFRINGEMENT AND CAN BE PENALIZED BY LAW SIDE YARD (B) MAX. PERMITTED BUILDING AREA = 8,013.67SF A: 42'-0" X 74'-2" = 3,114.72 SF. B:3'-6' X 15'-7' = 54.53 SF. C:4'-9" X 36'-6" =178.12 SF. D:2'-0" X 4'-0" =8.0 SF. E:2'-0" X 19'-1" =24.84 SF. F:2'-0" X 15'-7"=31.16 SF. G:2'-0" X 20'-10"=41.66 SF. H:2'-0" X 4'-0" =8.0 SF. I: Ø X 6'-6" X 12'-4 " + 1/2 (1'-0" X 3'-7") = 67.56 SF.
Construction Drawings: Example of Zoning Calculation Sheet
2D drawings developed with AutoCAD
29
Interior Pictures: Pictures taken during construction inspection
Construction Drawings: Example sheet containing First Floor plan 2D drawings developed with AutoCAD
30 GFI HI 6'-5" 16'-6" 2'-8" FAMILY ROOM FOYER LIBRARY LIVING DINING HALL HALL BREAKFAST GUEST BEDROOM GFI KITCHEN SINK GFI GFI HI GFI GFI 220 CORRIDOR BENCH CLO. COOKING KITCHEN HALL CABANA SCALE: 1 4" = 1'-0"
FLOOR PLAN LINE OF REQUIRED YARD SETBACK 6" PLAT:<34.5> Wic. PANTRY UP 20R Bookkeep CHANGE ROOM DN 20R 5'-2" 7'-5" 6" 12'-6" 8'-6" 4'-10" 6" 11'-1" 5'-3" 16'-9" 8'-5" 5'-0" PLATFORM 5'-2" 9'-0" 5'-0" 4'-0" 3'-9" 2'-0" 2'-0" SINK GFI GFI REF. REF. BAR Oven REF. 22'-9" 6'-7" 14'-0" 11'-6" 12'-0" 6" 3'-6" 16'-8" 4'-6" 5'-0" 6'-0" 8'-7" 6'-0" 3'-0" BATH#2 100 CFM Exhaust Fan Shower GFI HI (CLG. HT: 11'-0") FLOWER BO A.C PAD 2'-2" 2'-2" 6'-0" 6'-0" 2'-9" 2'-2" 2'-9" 2'-5" 6'-0" 2'-6" 4'-9" 2'-11" 2'-6" 2'-11" 6'-0" 3'-9" 2'-6" 6'-0" 1'-9" 2'-7" 2'-8" 2'-8" 2'-4" 19'-1" 8'-0" 8'-5" 20'-10" 4'-3" 12'-0" 6'-11" 5'-4" 5'-0" 5'-7" 5'-0" 3'-3" 25'-1" 15'-7" 21'-2" 24'-2" 26'-9" 5'-1" 1'-0" 1'-0" 2'-0" 3'-11" 2'-5" 9'-7" 4'-3" 2'-2" 2'-2" 2'-2" 4'-3" 2'-2" 9'-0" 3'-2" 43'-6"
49'-4" 4'-0" 3'-0" 1'-0" 1'-0" 5'-9" 1'-0" 1'-0" 32'-0" 3'-2" 2'-0" EL:<34.5> EL:<35.0> EL:<35.0> EL:<35.0> 23'-6" ELEV. BUTLER 9'-7" 9'-6" COAT MAKEUP 6'-5" 3'-10" 9'-0" 5'-6" 4'-0" 1'-0" STO. 100 CFM Exhaust Fan POWDER 6'-0" 5'-0" 14'-0" 4'-0" 1'-0" 4'-0" 5'-3" 2'-0" 5'-8" 2'-0" 7'-6" PANTRY 6" 6" UP 20R DN 20R 7'-0" 7'-2" 6" 4'-3" MUD- RM 11'-6" 15'-7" 14'-6" 5'-6" 5'-6" 8'-1" 6" 13'-0" 5'-0" 19'-1" 14'-0" 24'-7" 6" 9'-8" 10'-2" 4'-5" 15'-7" 2'-10" 4'-9" 5'-7" 7'-0" 4'-7" 1'-7" 16'-3" 1'-3" 1'-6" 2'-0" 3'-11" 17'-2" 5'-6" 12'-4" 5'-3" 46'-2" 3'-6" 7'-7" 10'-2" 2'-0" GEN. A.C A.C A.C 2'-0" 2'-6" 5'-3" 12'-0" 3'-3" 3'-1" 2'-2" 5'-0" 2'-2" 3'-2" A.C UP 3R UP 3R 6" FLOWER BOX FLOWER BOX 1'-9" 2'-8" 4'-0" 2'-8" 11" FLOWER BOX UP 2R 3'-2" 9'-4" 1'-0" 1'-2" 10'-1" 6'-8" 2'-1" 12'-0" 2'-11" 2'-8" 1'-8" 2'-8" CO SD CO SD SD CO SD CO SD SD P01 P02 P03 P10 P11 P13 P14 P20 P21 P22 P23 P31 P32 P33 P38 P35 P34 P72 P44 P49 P50 P73 P71 P67 P64 P37 P36 P111 P114 P115 P105 P110 P107 P99 P93 P90 P86 P84 P83 P81 P82 P87 P89 P88 P94 P97 P108 P109 P116 P113 P112 P85 P106 P80 P79 P78 P76 P75 P74 P100 P101 P92 P91 P102 P95 P96 P103 P104 P106A P92A FLUSH FLUSH (CLG. HT: 11'-0") (DBL. HEIGHT) 2x8 Doug. Fir #2 Ceiling Joist @16" O.C 2x8 Doug. Fir #2 Ceiling Joist @16" O.C 2x8 CJ @16" O.C 2x12 Floor Joist, @ 16" O.C 40 Live load &20 Dead Load, L/360, 2x12 Floor Joist, @ 16" O.C 40 Live load &20 Dead Load, L/360, 2x12 Floor Joist, @ 16" O.C 40 Live load &20 Dead Load, L/360, 2x12 Floor Joist, @ 16" O.C 40 LL &20 DL, L/360, 2x120 Floor Joist, @ 12" O.C under area receiving tile above 2x12 Floor Joist, @ 16" O.C 40 Live load &20 Dead Load, L/360 2x10 Floor Joist, @ 12" O.C under area receiving tile-work above, typ 2x12 Floor Joist, @ 16" O.C 40 Live load &20 Dead Load, L/360 2x12 Floor Joist, @ 16" O.C 40 Live load &20 Dead Load, L/360 2x10 Floor Joist, @ 12" O.C under area receiving tile-work above, plus 2x4 sleepers @ 16"o.c, at area not receiving tile above, typ 2x12 Floor Joist, @ 16" O.C 40 Live load &20 Dead Load, L/360 2x12 Floor Joist, @ 16" O.C 2x12 Floor Joist, @ 16" O.C 40 Live load &20 Dead Load, L/360, 2x12 Floor Joist, @ 16" O.C 40 Live load &20 Dead Load, L/360, 2x12 Floor Joist, @ 16" O.C 40 Live load &20 Dead Load, L/360, 2x8 Floor Joist, @ 12" O.C 40 Live load &20 Dead Load, L/360, 2x12 FJ @ 16" O.C 2x8 Roof Rafters, @ 12" O.C 2x12 Floor Joist, @ 16" O.C 40 Live load &20 Dead Load, L/360 DROP BEAM 2x8 CJ @16" O.C 2x8 CJ @16" O.C 2x8 CJ @16" O.C UP 3R P143 P142 P141 P144 P140 P139 P134 P133 P132 P131 P125 P124 P123 P122 P118 P117 P121 P127 P137 P138 P136 P135 P129 P128 P120 P119 P130 P126 FIRST FLOOR PLAN A-2 CIRCLE PLANNING AND DESIGN 71-A CUTTERMILL ROAD GREAT NECK, NEW YORK, 11021 TEL. (516) 773-3311 EMAIL - CIRCLEPLANDESIGN@AOL.COM PROJECT STRUCTURAL ENGINEER REVISIONS REVISIONS DESCRIPTION PATRICK A. HAMMOND R.A DRAWING TITLE LAND SURVEYOR 43 STEPPING STONE LANE, KINGSPOINT NY. 11024 CLIENT: DRAWN BY: DATE DR'N: CHK'D BY: LR MARCH 3, 2020 MN OWNER: SHEET No. DRAWING SCALE AS NOTED OWNER ADDRESS: 98 CUTTERMILL ROAD, GREAT NECK NY. 11021, SUITE 396N PROPOSED NEW DWELLING DAVID REYHAN, P.E HAYNES LAND SURVEYORS, ROBERT A. HAYNES 43 STEPPING STONE, LLC MR. MIKE EBRANI & MRS. SARIT EBRANI ALL ARCHITECTURAL DRAWINGS AND DETAILS HEREIN ARE PROPERTY OF CIRCLE PLANNING & DESIGN (CPD). ANY REPRODUCTION, DISTRIBUTION, OR PUBLICATION OF SUCH PROPRIETARY CONTENT WITHOUT WRITTEN PERMISSION FROM CPD IS DEEMED A COPYRIGHT INFRINGEMENT AND CAN BE PENALIZED BY LAW
FIRST
EL:<35.0>
FRONT YARD ELEVATION
Construction Drawings: Example sheet containing back and front elevations 2D drawings developed with AutoCAD
31
SCALE: 1/4" = 1'-0" 11'-0" 1'-0" 9'-0" 32'-5" PROPOSED BUILDING HEIGHT SECOND FLOOR F.F.L. 1ST FLR TOP OF CEILING <EL 64.35'> PROPOSED FIRST FLOOR F.F.L. 4'-2" 2ND FLR. CLG. (8'-0" HIGH CLG.) MAXIMUM PROPOSED BUILDING HEIGHT AVERAGE MEAN GRADE (BASE FOR BLDG. HEIGHT) <EL 56.0'> <EL 47.0'> <EL 46.0'> <EL 35.0'> ROOF MID-POINT <EL 60.19'> 4'-2" 28'-3" PROPOSED HEIGHT @ ROOF MID-POINT <EL 31.93'> 37'-2" PROPOSED CHIMNEY HEIGHT 12 12 12 12 ROOF SHINGLES MANUFACTURED BY CERTAINTEED, STYLE: GRAND MANOR SERIES (TRIPLE LAYER) COLOR: BLACK PEARL,TYP. EXTERIOR SMOOTH STUCCO FACADE, WITH 24" X 48" STUCCO GRID, V-GROOVE, MANUF. BY MP PRODUCTS OR APPROVED EQUAL, COLOR: OFF-WHITE, TYP. 4" TALL ALUMINUM GUTTERS AND LEADERS, COLOR: OFF-WHITE 8" TALL CONTINUOUS MOLDING MANUF. BY FYPON, OR APPROVED EQUAL, COLOR: OFF-WHITE, TYP. EXTERIOR SMOOTH STUCCO FACADE, WITH 1" V-GROVE AT EVERY 24" O.C, MANUF. BY MP PRODUCTS, OR APPROVED EQUAL, COLOR: OFF-WHITE. 12" TALL CONTINUOUS STUCCO BAND, TO MATCH PROFILE GIVEN 5 1 TALL STUCCO WINDOW SURROUND AND WINDOW SILL, MANUF. BY MP PRODUCTS, OR APPROVED EQUAL, COLOR: OFF-WHITE, TYP. CASEMENT WINDOWS MANUF. BY PELLA, DESIGNER SERIES, WITH CUSTOM HORIZONTAL GRID, COLOR: BLACK, TYP. FRENCH DOORS WITH CORRESPONDING TRANSOM MANUF. BY PELLA, DESIGNER SERIES, WITH CUSTOM HORIZONTAL GRID, COLOR: BLACK, TYP. 36" TALL WROUGHT IRON RAILING, COLOR: BLACK 8" WIDE STUCCO TRIM MOLDING, COLOR: OFF-WHITE 15" TALL STUCCO TRIM CROWN MOLDING, COLOR: OFF-WHITE LANDSCAPE MARBLE FRONT ENTRY PLATFORM, COLOR: OFF-WHITE, TYP. CUSTOM IRON DOOR WITH CLEAR GLASS PANE, MANUF. BY IRON DOORS OF NEW YORK, OR APPROVED EQUAL, COLOR: BLACK 32" TALL CLAY CHIMNEY TOP, MANUF. BY: SUPERIOR CLAY, OR APPROVED EQUAL. 12" X12"X36" TALL STUCCO POST, WITH 36" TALL WROUGHT IRON RAILING IN-BETWEEN 5" TALL CONTINUOUS STUCCO WATER TABLE, COLOR: OFF-WHITE STUCCO DORMER WITH 20" DIAMETER PORTAL WINDOW, BY PELLA AVERAGE MEAN GRADE (BASE FOR BLDG. HEIGHT) REAR YARD ELEVATION SCALE: 1/4" = 1'-0" 11'-0" 1'-0" 9'-0" 32'-5" PROPOSED BUILDING HEIGHT SECOND FLOOR F.F.L. 1ST FLR TOP OF CEILING <EL 64.35'> PORPOSED FIRST FLOOR F.F.L. 4'-2" 2ND FLR. CLG. (8'-0" HIGH CLG.) MAXIMUM PROPOSED BUILDING HEIGHT <EL 56.0'> <EL 47.0'> <EL 46.0'> <EL 35.0'> ROOF MID-POINT <EL 60.19'> 4'-2" 28'-3" PROPOSED HEIGHT @ ROOF MID-POINT <EL 31.93'> 12 12 12 12 12 7.5 CIRCLE PLANNING AND DESIGN 71-A CUTTERMILL ROAD GREAT NECK, NEW YORK, 11021 TEL. (516) 773-3311 EMAIL - CIRCLEPLANDESIGN@AOL.COM PROJECT STRUCTURAL ENGINEER REVISIONS REVISIONS DESCRIPTION PATRICK A. HAMMOND R.A DRAWING TITLE LAND SURVEYOR 43 STEPPING STONE LANE, KINGSPOINT NY. 11024 CLIENT: DRAWN BY: DATE DR'N: CHK'D BY: LR MARCH 3, 2020 MN OWNER: SHEET No. DRAWING SCALE AS NOTED OWNER ADDRESS: 98 CUTTERMILL ROAD, GREAT NECK NY. 11021, SUITE 396N PROPOSED NEW DWELLING DAVID REYHAN, P.E HAYNES LAND SURVEYORS, ROBERT A. HAYNES 43 STEPPING STONE, LLC MR. MIKE EBRANI & MRS. SARIT EBRANI ALL ARCHITECTURAL DRAWINGS AND DETAILS HEREIN ARE PROPERTY OF CIRCLE PLANNING DESIGN (CPD). ANY REPRODUCTION, DISTRIBUTION, OR PUBLICATION OF SUCH PROPRIETARY CONTENT WITHOUT WRITTEN PERMISSION FROM CPD IS DEEMED A COPYRIGHT INFRINGEMENT AND CAN BE PENALIZED BY LAW FRONT ELEVATION AND REAR ELEVATION A-5
/
Single-Family House / Lake Success - NY
Single family house located on Long Island, NY. This house was result of a completely demolition of an existing dwelling at this location. The new owners decided to demolish the existing house and have a completely new building that would attend their needs expectations.
The design consists in a classic architecture to follow the neighborhood aesthetics and to reflect the clients preference. An grand entrance was a result of the double height entrance and large windows were specified for a maximum natural light inside the space.
An maximum area of constructions was provided to cover the scope of work. The main floor an open plan between kitchen, Den and Living Room while keeping the Dining Room separate for a more formal space. The second floor should contain four suites. The basement will be for family entertainment purposes, laundry and utility room.
PROJECT DETAILS
TYPE: Residential
LOCATION: Lake Success, NY
SIZE: 8,930 sq.ft. (Lot Area) 4,390 sq.ft (Building Area)
COMPANY & YEAR: Circle Planning & Design, 2022
MY ROLE: Construction Documents, Construction drawings
32 07
Exterior Rendering: Front Facade - 3D Model developed with Sketch UP, Lumion and edited with Photoshop
35
