k e i t h moore j r ACADEMIC & PROFESSIONAL WORK
KEITH MOORE JR CAREER
Intern Architect - Junior Project Manager Perez Architecture // Brooklyn, NY (April 2015 - September 2016) Project work at Perez focused on providing resiliency design services for single and multi-family housing affected by Hurricane Sandy through structure elevation, critical system protections & rehabilitation. • Conducted over 100 site assessments as design team leader & produced a detailed scope of work with cost analysis • Created packaged CD sets for home elevations using Revit & AutoCAD • Developed resiliency design strategies & CD sets for multi-family housing developments • Coordinated project development between structural & MEP engineers, contractors & home owners • Compiled Building Code and zoning analysis conducted for project compliance and DOB approval • Prepared and submitted project documents to DOB for plan approval Draftsman & Fabricator AIA Sheet Metal, Corp. // Brooklyn, NY (March 2014 - April 2015) As fabricator, a combination of digital technology and traditional metalworking methods were employed to design and create custom elements for all building types, but specialization focused on roofing and wall system components. • Produced detailed drawings in AutoCAD for roofing and wall systems, building cornices and custom facade elements. • Modeled components in 3D for flat pattern drawing files using AutoCAD and Autodesk inventor • Fabricated project components by operating flat bed plasma cutting table • Coordinated detailed drawing production for client review and contractor approval Architecture Intern Haenglim Architects & Planners // Seoul, South Korea (June-Dec 2012) As an architectural intern I played multiple roles to both lead and support technical and creative project developments for the overseas business division on small-medium scale institutional projects • Created Revit models of building envelope and structure to assist project cost estimates and illustrate design innovations. • Produced high quality project drawings and graphics for submissions and client reviews. • Successfully edited and submitted project entries on time to secure 2 new future projects.
CERTIFICATION EDUCATION
LEED Green Associate Master of Architecture School of Architecture Design & Planning // The University of Kansas (May 2013) Kansas City Design Center: Urban design exploration studio in downtown Kansas City Bachelor of Arts: Architectural Studies School of Architecture Design & Planning // The University of Kansas (May 2009) Study Abroad: Southeast Asia Global Awareness Program (GAP)
SKILLS
Digital: Revit // AutoCAD // Rhino // Vray // Autodesk Inventor // SketchUp // Adobe Creative Suite // Xactimate Hand: Sketching // Photography // Print Making // Wood & Metal Fabrication
CONTENTS Academic 1 URBAN FOREST
3 N(O) CENTER
2 INDY TRANSIT HUB
Professional 5 DESIGNING RESILIENCY
6 BATTLE COMMAND TRAINING CENTER
7 KIOST
4 ON TRACK
Chicago, IL Located in downtown Chicago, this cluster of cylindrical forms creates a hybrid urban community that relies on spatial hierarchies to both blur the lines between public & private and redefine the boundaries which distinguish these uses. This juxtaposition seeks to subvert the negative associations of high-rise housing, including disconnect from the street level, isolation and limited views.
MATERIAL TRADENAME MODELNUMBER PRODUCT
MODELNUMBER TRADENAME PRODUCT MATERIAL MODELNUMBER TRADENAME PRODUCT MATERIAL
ADAPTABLE LAYOUTS An offset circulation core allows flexibility of plan layouts and to provide both views and privacy.
FACADE SECTION DETAILS 1. Triple Glazing System Panel 2. Mechanical Micro Louvers 3. Fresh Air Intake 4. Vent 5. Finish Floor 6. Concrete Floor Slab 7. Finish Ceiling 8. I-Beam 9. Perimeter Column
11
Kansas City, MO The East Gateway Transportation Hub is one component to an overall vision plan to revitalize the historic northeast neighborhood of Kansas City, MO. Working with NEAT neighborhood alliace and the Missouri Planning Commision the master plan concentrates development in focus areas to empower future development opportunites. Access and transportion are critical features of neighborhood revitalization.
Topographical Relationship to Connection System STREET GRID The neighborhood density is ideal for pedestrian traffic and a diversity of transportation options
Primary Connections and Corridor
Highway Connections
BUS RIDERSHIP High bus ridership indicates an active population and incentives for development to strengthen the corridor.
COMMUTER RAIL
Roof Canopy
Canopy Structure
ELECTRIC STREETCAR
Vertical Supports
BUS & CAR TRAFFIC
Platform
New Orleans, LA The N(O) Center is a community-supported institution where an emerging generation of contemporary artists, writers and performers can continue to build on the rich cultural and artistic traditions of New Orleans. The board-form concrete structure responds to programmatic and contextual conditions to integrate cultural experiences. The podium, balcony and courtyard speak to the culture of building in New Orleans which relies on a mixture of hard and soft spaces to activate the relationship between indoors and out and to offers flexibility that adapts the building for changing condtions.
The location is characterized by residential and industrial building types ad the site offers access to the riverfront.
ENTRY
PERFORMANCE SPACE
BUILDING BLOCK
RAISED PLATFORM
COURTYARD
PROGRAM DIVISION
VIEWS
PASSIVE COOLING
TERRACES
RADIO/ RECORDING
CURATOR OFFICES
RTRE
S ST
REET
EE STR GA
COURTYARD
CHA
ER LLI
PERFORMANCE HALL
T
NARRATIVE COLLECTION
ENTRY
FU_COLD FU_HOT FU_WASTE FU_TOTAL FIXT_CODE ESTCODE
ESTCODE
ESTCODE
ESTCODE
FU_COLD FU_HOT FU_WASTE FU_TOTAL FIXT_CODE
GROUND FLOOR
SECOND FLOOR
1. Entry 2. Art Gallery 3. Courtyard 4. Performance Gallery 5. Story Collection 6. Mechanical 7. Bath 8. Admin
10. Sound Recording 11. Sound Editing 12. Administration 13. Conference 14. Reception
9. Storeroom
Acoustical Fiber Ceiling Glazing Units Concrete Wall
Nana Wall
MATERIALITY Buildings in the Bywater neighborhood are dominated by shotgun style houses built with horizontal clapboard siding. Using this material texture with some manipulation we can reinforce the character of the neighborhood.
Kansas City, MO Homelessness in America is often perceived through a stereotypical image of drug addiction or mental health. In the Kansas City area however, a significant number of the homeless are families with two working parents. Exploring homelessness through architecture meant shining a light on the realities of homelessness and to provide for current needs of temporary shelter, safety and to empower men and women out of the cycles of homelessness. The key to this development is a prominent incubator which provides tennants with access to job-search assistance and training. This model relies on a strong alliance between private -public partnerships to raise propoer awareness throuhout the community to counter misconceptions about the realities of homelessness.
KANSAS CITY’S WESTBOTTOMS NEIGHBORHOOD
LOCATION
EXPANSION
DEVELOPMENT
The site has one existing building surrounded by brick warehouses and industrial facilities.
Pulling away the facade on the existing building opens up possibilities for reinvention.
Connecting the needs of the users to the scale of the neighborhood.
VOLUME
LAYERING
FORM
Building along the edge of the street to provide accommodations at the pedestrian scale.
Scaling the volumes to relate to use and create visual interest and variation.
The combination of volume and scale reveals modules appropriate to use and scale.
MODULAR CONSTRUCTION Creating a prefabricated unit allows both efficiency in the construction and flexibility in layout. The choice of corrugated panels and corten steel reflect the context of the neighborhood’s industry while also being sensitive to the needs of the community.
PROFESSIONAL Firm: Perez Architecture Brooklyn, NY
New York City
During Hurricane Sandy, storm surges inundated residential neighborhoods of New York City damaging thousands of homes. New zoning regulations required many existing homes to be phyically elevated to heights established by FEMA as part of the recovery process. To elevate building structures, a detailed site analysis of the property was conducted and established the framework for guding a the final design plan to implemet resiliency measures that would reduce the impact of future storm events.
Firm: Perez Architecture Brooklyn, NY
Brooklyn, New York City
Perez
MINIMUM REQUIRE HABITABLE ROOMS AREA = 80 SF LIGHT = 10% VENTILATION = 5%
ARCHITECTURE ENGINEERING PLANNING INTERIORS LANDSCAPE CONSTRUCTION DEVELOPMENT
EXISTING ROOF RIDGE 28' - 0"
Perez
PEREZ ARCHITECTURE A PROFESSIONAL CORPORATION 651A CONEY ISLAND AVENUE, 2ND FLOOR BROOKLYN, NEW YORK 11218
2' - 10"
APP-003196 APP-003196 HOGAN,HOGAN, CHARLES CHARLES
17' - 11"
Date
REVISIONS:
5' - 2"
CHECKED BY:
Checker
A201.00
28' - 6 1/2"
VENT HOOD INSTALLED IN EXISTING KITCHEN THROUGH EXTERIOR WALL
REMOVE EXISTING CEILING TILES AND FINISH WITH NEW GYPSUM BOARD AND PAINTED FINISH (TYP)
REMOVE EXISTING CEILING TILES AND FINISH WITH NEW GYPSUM BOARD AND PAINTED FINISH (TYP)
EXISTING BATTERY OPERATED SMOKE AND CO DETECTORS
EXISTING BATTERY OPERATED SMOKE AND CO DETECTORS
NEW DOUBLE HUNG WINDOW BATHROOM UNIT EXISTING
NEW DOUBLE HUNG WINDOW UNIT
NEW HARDWIRED SMOKE & CO DETECTOR 5' - 3 1/2"
NEW HARDWIRED SMOKE & CO DETECTOR
NEW VINYL SIDING ON ALL EXTERIOR WALLS
NEW VINYL SIDING ON ALL EXTERIOR WALLS
NEW FLOOR COVERING FOR ENTIRE LIVING ROOM
NEW FLOOR COVERING FOR ENTIRE LIVING ROOM
Author
CELLAR STAIR OPENING FRAMED IN AND SUBFLOOR
5' - 2" ELECTRICAL PANEL ELEVATED ABOVE FRCE AT ACCESSIBLE HEIGHT, ALL CIRCUITS 3' -CONSOLIDATED 0" INTO ONE PANEL BOX
3' - 8"
BUILDING ELEVATIONS
DRAWN BY: UP SHEET NO CHECKED BY:3' - 0"
NEW HARDWIRED SMOKE & CO DETECTOR
VENT HOOD INSTALLED IN EXISTING KITCHEN THROUGH EXTERIOR WALL DW
Description Author
REFRAME EXISTING WINDOW OPENING FOR (2) DOUBLE-HUNG WINDOW UNITS, WINDOW OPENING TO BE 48" X 42"
NEW HARDWIRED SMOKE & CO DETECTOR
ELEVATED ELECTRICAL METER ELEVATED ELECTRICAL METER RECONNECTED ABOVE FRCE, INSTALLED RECONNECTED ABOVE FRCE, INSTALLED TO MEET CODE REQUIREMENTS TO MEET CODE REQUIREMENTS
05-14-1009
No. Date DRAWN BY:
SHEET TITLE3' - 0"
BUILDINGS DEPARTMENT BSCAN STICKER
3' - 2 1/2"
4' - 4"
3' - 2 1/2" 28' - 6 1/2"
08.15.2016 17' - 11"
DATE:
HATCH TO ATTIC ABOVE
CELLAR STAIR OPENING FRAMED IN AND SUBFLOOR
LIVING ROOM EXISTING
Description
NEW CERAMIC TILE KITCHEN FLOOR COVERING
HATCH TO ATTIC ABOVE
6' - 7"
05-14-1009
PROJECT NO.:
FRCE 13' - 0"
08.15.2016
3' - 0"
No.
BUILDINGS DEPARTMENT STAMP
2' - 8"
15' - 8 1/2"
6' - 7"
9' - 0"
12' - 7"
4' - 10"
FLOOR AREA=182 SF WINDOW=52.72 SF LIGHT=28.97% VENTILATION=14.48%
NEW CONCRETE STEP AND WALKWAY
NEW CERAMIC TILE KITCHEN FLOOR COVERING
REFRAME EXISTING WINDOW OPENING FOR (2) DOUBLE-HUNG KITCHEN WINDOW UNITS, WINDOW OPENING EXISTING TO BE 48" X 42"
BEDROOM 1 EXISTING BATHROOM EXISTING FLOOR AREA=80 SF SD/CO WINDOW=11.50 SF LIGHT=14.38% 5' - 3 1/2" VENTILATION=7.19%
DATE:
NEW SEEDED SIDE YARD
15' - 8 1/2"
6' - 6 1/2" 2' - 6 1/2"
2442 2442
13' - 10 1/2" 1' - 9"
REF.
4'2'--58"1/2"
SD/CO
LIVING ROOM EXISTING REVISIONS:
BUILDINGS DEPARTMENT STAMP
PBFEEXISTING WATER METER 11' - 0" FRONT GRADE PROPOSED FIRST 9' - 7" FLOOR T.O.C. 14' 0" 9' -- 6"
CLOSET 6' - 11 1/2"EXISTING
PROJECT NO.:
FRCEEXISTING GAS METER 13' - 0"
PBFE 11' - 0" FRONT GRADE 9' - 7" T.O.C. 9' - 6"
KITCHEN EXISTING
3' - 0"
NEW GRADE BEAM, SEE STRUCTURAL PLANS
PROPOSED FIRST FLOOR 14' - 0"
4' - 4"
3' - 0" 5' - 3 1/2"
6' - 6 1/2"
2' - 2"
BEDROOM 2 EXISTING
4' - 10" BEDROOM 1 EXISTING
FLOOR AREA=80 SF WINDOW=11.50 SF LIGHT=14.38% VENTILATION=7.19%
12' - 7"
FV
47' - 5"
11' - 1"
4' - 5 1/2"
6' - 0 1/2"
4' - 6"
PROPERTY LINE
1' - 5" 2' - 0" 1' - 0"
4' - 6"
1' - 5"
MAX 12"
PROPOSED NORTH ELEVATION 3 SCALE: 1/4" = 1'-0" 12' - 6"
47' - 5"
47' - 5"
NEW R-19 BATT INSULATION + 1" RIGID INSULATION BOARD+ 1/2" FIBER CEMENT BOARD & VAPOR BARRIER IN FLOOR CAVITY.
LOCATION OF ELEVATED MECHANICAL EQUIPMENT NEW FLOOR DRAIN
FLOOR AREA=93 SF WINDOW=56.45 SF LIGHT=58.20% VENTILATION=29.09% NEW CONCRETE STEP AND WALKWAY
SD/CO
CLOSET 6' - 11 1/2"EXISTING
NEW WOOD REAR EGRESS STAIR
NEW SEEDED SIDE YARD
3' - 8"
PROPERTY LINE
2' - 0" 1' - 0" 15' - 6"
11' - 11 1/2" MAX 12"
FV
NEW FLOOD VENT AT A MAXIMUM HEIGHT OF 12" ABOVE ADJACENT GRADE
9' - 3 1/2" FLOOR AREA=135 SF WINDOW=14.00 SF LIGHT=10.37% VENTILATION=5.185%
FLOOR AREA=182 SF WINDOW=52.72 SF LIGHT=28.97% VENTILATION=14.48%
NEW GRADE BEAM, SEE STRUCTURAL PLANS
NEW CONCRETE FOUNDATION WALL
NEW PORCH LANDING AND EGRESS STAIR
29' - 6"
EXISTING WATER METER
FV
9' - 3 1/2" FLOOR AREA=135 SF WINDOW=14.00 SF LIGHT=10.37% VENTILATION=5.185%
SD/CO
EQ
EXISTING GAS METER
NEW EXTERIOR SIDING ON ALL ELEVATIONS NEW PORCH LANDING AND EGRESS STAIR
6' - 5 1/2"
NEW CONCRETE WALKWAY
NEW WOOD REAR EGRESS STAIR
8' - 3 1/2"
9' - 3 1/2" LAUNDRY PROPOSED CLOSET 1380 ROCKAWAY PARKWAY FLOOR AREA=93 SF PROPOSED BROOKLYN, NEW YORK 11236 SF D WINDOW=56.45 6' - 5 1/2" 2' - 6" LIGHT=58.20% ARCHITECT SEAL VENTILATION=29.09%
11' - 2"
EQ EQ
CLOSET PROPOSED 2' - 6"
BEDROOM 2 EXISTING
NEW 3 1/2" STEEL PIPEPROPOSED COLUMNS ROOFNEW 3 1/2" STEEL PIPE COLUMNS RIDGETO SUPPORT EXISTING TO SUPPORT EXISTING STRUCTURE (TYP), SEE 29' - 6"STRUCTURE (TYP), SEE 2' - 10 1/2" STRUCTURAL PLANS FOR DETAILS STRUCTURAL PLANS FOR DETAILS 15' - 6"
FV
35' - 3"
1' - 3" 1' - 3"
11' - 11 1/2"
PROPERTY LINE
NEW FLOOD VENT AT A MAXIMUM HEIGHT OF 12" ABOVE ADJACENT GRADE
11' - 11 1/2"
35' - 3" 36' - 7" 11' - 11 1/2"
FV
FV
1' - 3" 1' - 3"
PROPERTY LINE
C:\Users\kmoore\Desktop\Elevation Projects\APP-003196-Hogan_08-15-2016.rvt
NEW CONCRETE FOUNDATION WALL
FLOOD VENTS AT A MAXIMUM OF 12" FROM ADJACENT GRADE. CONTRACTOR TO VERIFY EXACT LOCATION OF VENTS (TYP)
BACKFILL CRAWLSPACE TO BACKFILL CRAWLSPACE TO PROPOSED ADJACENT GRADE WITH COMPACT ROOFADJACENT GRADE WITH COMPACT ENGINEERED FILL + 12" GRAVEL RIDGEENGINEERED FILL + 12" GRAVEL NEW R-19 BATT INSULATION + 1" RIGID INSULATION BOARD+ 1/2" FIBER CEMENT BOARD & VAPOR BARRIER IN FLOOR CAVITY.
D
9' - 3 1/2"
NEW CONCRETE WALKWAY
LOCATION OF ELEVATED MECHANICAL EQUIPMENT DINING ROOM PROPOSED NEW FLOOR DRAIN
MECHANICAL DINING ROOM ROOM PROPOSED PROPOSED
ARCHITECT SEAL
SD/CO 8' - 3 1/2"
LAUNDRY PROPOSED
2' - 6 1/2"
ONLY FLOOD RESISTANT MATERIALS TO BE USED (AS SPECIFIED IN ASCE 24) BELOW THE FRCE
2' - 10 1/2"
WH
121 WEST 27TH STREET, #1100 NEW YORK, NY 10001 1380 ROCKAWAY PARKWAY BROOKLYN, NEW YORK 11236
10' - 4"
ONLY FLOOD RESISTANT MATERIALS TO BE USED (AS SPECIFIED IN ASCE 24) BELOW THE FRCE
FLOOD VENTS AT A MAXIMUM OF 12" FROM ADJACENT GRADE. CONTRACTOR TO VERIFY EXACT LOCATION OF VENTS (TYP)
WH
4 A401.00
6' - 9"
30 JERICHO EXECUTIVE PLAZA, #200C JERICHO, NY 11753
SD/CO
2442
NEW CAST IN PLACE CONCRETE FOUNDATION WALL, SEE STRUCTURAL PLANS FOR DETAILS
4 A401.00
5' - 4"
11' - 1"
7' 1' - 0"- 5" 1' - 6" 6"
NEW CAST IN PLACE CONCRETE FOUNDATION WALL, SEE STRUCTURAL PLANS FOR DETAILS
FV
FV
FV
FV 36' - 7"
70' - 0"
70' - 0"
---
Checker
NEW PRECAST STAIRWAY AND PORCH LANDING UP 3' -NEW 0" CONCRETE WALKWAY
---
ELECTRICAL PANEL ELEVATED ABOVE FRCE AT ACCESSIBLE HEIGHT, ALL CIRCUITS CONSOLIDATED INTO ONE PANEL BOX NEW PRECAST STAIRWAY AND PORCH LANDING
NEW CONCRETE WALKWAY
SHEET TITLE
PROPOSED NORTH ELEVATION 3 SCALE: 1/4" = 1'-0"
8/24/2016 10:10:39 PM
FRCE REAR GRADE 13' - 0" 5' - 11" PBFE 11' - 0" FRONT GRADE 9' - 7" T.O.C. 9' - 6"
NEW EXTERIOR SIDING ON ALL ELEVATIONS
12' - 6"
FRCE 13' - 0" PBFE 11' - 0" FRONT GRADE PROPOSED FIRST 9' - 7" FLOOR T.O.C. 14' 0" 9' - 6"
8/24/2016 10:10:39 PM
PROPOSED SOUTH ELEVATION 2 SCALE: 1/4" = 1'-0"
2' - 4"
EQ
REAR GRADE 5' - 11"
SIDE YARD TO BE SEEDED
2' - 4"
PROPOSED ROOF RIDGE 29' - 6"
C:\Users\kmoore\Desktop\Elevation Projects\APP-003196-Hogan_08-15-2016.rvt
15' - 6"
35' - 0" MAXIMUM BUILDING HEIGHT 35' - 0" FROM MAXIMUM FRCE BUILDING HEIGHT FROM FRCE
25' - 0" MAX. PER. WALL HEIGHT25' FROM - 0" FRCE MAX. PER. WALL HEIGHT FROM FRCE
PROPERTY LINE
4' - 6"
PROPERTY LINE
2' - 0" 1' - 0"3' - 8" 1' - 5" 3' - 8"
PROPOSED SOUTH ELEVATION 2 SCALE: 1/4" = 1'-0"
NEW CONCRETE WALKWAY ON GRADE
4' - 6"
1' - 5"
PROPERTY LINE PROPERTY LINE
FOUNDATION WALL
PROPOSED ROOF RIDGE 29' - 6"
PROPOSED FIRST FLOOR 14' - 0"
7' - 1"
2' - 11 1/2"
2' - 0" 1' - 0" 15' - 6"
2' - 3"
7' - 1"
2' - 11 1/2"
NEW EXTERIOR SIDING ON ALL ELEVATIONS
6' - 6"
BUILDINGS DEPARTMENT BSCAN STICKER
PROPOSED GRADE/FOUNDATION PROPOSED GRADE/FOUNDATION PLAN PLAN 1 SCALE: 1 SCALE: 1/4" = 1'-0" 1/4" = 1'-0"
6' - 6" 4' - 11" BUILDING ELEVATIONS
7' - 4 1/2"
7' - 4 1/2"
4' - 11"
SHEET NO
PROPOSED FIRST PROPOSED FLOOR PLAN FIRST FLOOR PLAN A201.00 2 SCALE: 2 SCALE: 1/4" = 1'-0" 1/4" = 1'-0"
PROPOSED ROOF PROPOSE RIDGE P 3 SCALE: 3 SCALE: 1/4" = 1'-0" 1/4" = 1'-0"
PROPERTY LINE
PROPOSED ROOF RIDGE 29' - 6"
15' - 6"
ATTIC
EXISTING BATT INSULATION
LIVING ROOM EXISTING
7' - 6"
EXISTING BATT INSULATION
1' - 5"
PROPOSED FIRST FLOOR 14' - 0" FRCE 13' - 0" PBFE 11' - 0" FRONT GRADE 9' - 7" T.O.C. 9' - 6" REAR GRADE 5' - 11"
BACK FILL EXISTING CELLAR TO GRADE LEVEL WITH ENGINEER COMPACT FILL + 2" GRAVEL
FOR WET FLOOD-PROOFED ENCLOSURES BELOW THE FRCE, CONSTRUCTION DOCUMENTS SHALL INCLUDE A CERTIFICATION BY THE DESIGN APPLICANT THAT THE DESIGN PROVIDES FOR THE AUTOMATIC ENTRY AND EXIT OF FLOODWATERS FOR THE EQUALIZATION OF HYDROSTATIC FORCES IN ACCORDANCE WITH SECTION 26.1.2, ASCE 24
4' X 8' 3/4" PLYWOOD
8' - 0"
PROVIDE 12"X12" VEIWING PANEL EVERY 25 FEET NOTE: ELECTRIC METER TO BE LOCATED ABOVE FRCE/DFE AND ABOVE 5' ABOVE FINISHE FLOOR AS PER
' - 0"
ONLY FLOOD DAMAGE RESISTANT MATERIALS AND FINISHES SHALL BE UTILIZED BELOW THE FRCE AS SPECIFIED IN ASCE 24
USE
LONGITUDINAL SECTION 1 SCALE: 1/4" = 1'-0"
2' - 0" 1' - 0"
4' - 6"
3' - 8"
CONCRETE PIER SUPPORTS, SEE STRUCTURAL DRAWINGS FOR DETAILS
2' - 10 1/2"
4' - 4 1/2"
MAX 12"
WOOD FRAME SUPPORTS FOR STAIR
5' - 8"
GROUND LEVEL ACCESS HATCH DOOR
NOT FOR OCCUPANCY AND SHALL BE SUBJECT TO FLOODING
MAX 12"
NEW CAST IN PLACE FOUNDATION, SEE STRUCTURAL DRAWINGS FOR DETAILS.
AVERAGE HEIGHT OF LEVEL
KITCHEN APPLIANCES AND FIXTURES TO REMAIN NEW PRESSURE TREATED WOODEN STAIRCASE + LANDING (TYP) R-19 BATT INSULATION + VAPOR BARRIER + 1" RIGID INSULATION+1/2" FIBER CEMENT BOARD
7' - 0"
SIDE TOPLACE BE SEEDED NEW YARD CAST IN CONCRETE COLUMN (TYP) CRAWLSPACE ACCESS HATCH DOOR TO BE INSTALLED IN FOUNDATION WALL; 3'x4'
3040
A300.00
NEW YORK, NY 10001
3' - 3" 6' - 9"
MECHANICAL ROOM PROPOSED
PROPERTY LINE
8/24/2016 10:10:42 PM
8/24/2016 C:\Users\kmoore\Desktop\Elevation 10:10:42 PM C:\Users\kmoore\Desktop\Elevation Projects\APP-003196-Hogan_08-15-2016.rvt Projects\APP-003196-Hogan_08-15-2016.rvt
2' - 3"
NEW CAST IN PLACE CONCRETE COLUMN (TYP) CRAWLSPACE ACCESS HATCH DOOR TO BE INSTALLED IN FOUNDATION WALL; 3'x4' NEW PRESSURE TREATED WOOD FRAME STAIR AND LANDING NEW CONCRETE WALKWAY ON GRADE NEW CONCRETE
NEW CRAWLSPACE ACCESS HATCH DOOR IN FOUNDATION WALL
MAXIMUM BUILDING HEIGHT SHALL BE MEASURED FROM FRCE BASED ON NYC ZONING RESOLUTION 64-61
MAXIMUM PERMITTED BUILDING OUTLINE AS PER ZR 23-63
3' - 0"
121 WEST 27TH STREET, #1100
5' - 4"
6' - 0 1/2"
MAXIMUM BUILDING HEIGHT 48' - 0"
NEW EXTERIOR ON WOOD NEW PRESSURESIDING TREATED ALL ELEVATIONS FRAME STAIR AND LANDING
FV
3040
5-1/4"X16" PARALLAM AS PER STRUCTURAL DRAWINGS
2442
9' - 11" FV
EXISTING NORTH ELEVATION 4 SCALE: 1/4" = 1'-0"
MAXIMUM BUILDING HEIGHT SHALL BE MEASURED FROM FRCE BASED ON NYC ZONING RESOLUTION 64-61
NEW 16" X 16" CAST IN PLACE CONCRETE COLUMNS TO SUPPORT EXISTING STRUCTURE (TYP), SEE STRUCTURAL PLANS FOR DETAILS. 1' - 5" 1' - 6" 6"
20' - 11"
EXISTING NORTH ELEVATION 4 SCALE: 1/4" = 1'-0"
PRECAST ENTRY STAIRWAY
MAXIMUM BUILDING HEIGHT 48' - 0"
EXISTING SOUTH ELEVATION 1 SCALE: 1/4" = 1'-0"
MAXIMUM PERMITTED BUILDING OUTLINE AS PER ZR 23-63
CMU FOUNDATION WALL
3' - 3"
13' - 10 1/2"
DECK PIER
17' - 3 1/2"
11' - 11 1/2"
CELLAR ENTRY
17' - 3 1/2"
FLOOR 12' - 6" PBFE NEW 16" X 16" CAST IN PLACE 11' - 0" CONCRETE COLUMNS TO FRONT GRADE SUPPORT EXISTING STRUCTURE 9' - 7" (TYP), SEE STRUCTURAL FRCE PLANS T.O.C. FOR DETAILS. 13' 0" 9' -- 6" 5-1/4"X16" PARALLAM EXISTING FIRST AS PER STRUCTURAL DRAWINGS FLOOR 12' - 6" PBFE 11' - 0" FRONT GRADE NEW CRAWLSPACE 9' - 7" ACCESS HATCH DOOR T.O.C. IN FOUNDATION WALL 9' - 6"
1
A PROFESSIONAL CORPORATION 651A CONEY ISLAND AVENUE, 2ND FLOOR BROOKLYN, NEW YORK 11218
A300.00
WWW.E-PEREZ.COM
10' - 4"
EXISTING SOUTH ELEVATION 1 SCALE: 1/4" = 1'-0"
CMU PIER
PRECAST ENTRY STAIRWAY
11' - 11 1/2"
1' - 5" 1' - 6" 6"
DECK PIER
CMU FOUNDATION WALL
9' - 11"
CELLAR ENTRY
WOOD DECKING AND STAIRWAY
20' - 11"
VINYL SIDING CMU PIER
FRCE EXISTING ROOF13' EAVE - 0" - 0" EXISTING 20' FIRST
VINYL "SHAKE" SIDING
2' - 2"
FRCE 13' - 0" EXISTING FIRST FLOOR 12' - 6" PBFE 11' - 0" FRONT GRADE 9' - 7" FRCE T.O.C. 13' 0" 9' - 6" EXISTING FIRST FLOOR 12' - 6" PBFE 11' - 0" FRONT GRADE 9' - 7" T.O.C. 9' - 6"
1' - 5" 1' - 6" 6" 15' - 0"
WOOD DECKING AND STAIRWAY
UP
EXTEND OF EXISTING DECK TO BE RETAINED AS MUCH AS FEASIBLE. DECK TO BE USED FOR ACCESS FROM REAR STAIR TO NEW CONCRETE WALKWAY TO FRONT OF PROPERTY.
30 JERICHOPEREZ EXECUTIVE PLAZA, #200C JERICHO, NY 11753 ARCHITECTURE
1
3' - 0"
47' - 5"
ASPHALT SHINGLES
UP
EXISTING WOOD DECK TO BE RETAINED AS MUCH AS FEASIBLE. DECK TO BE USED FOR ACCESS FROM REAR STAIR TO NEW CONCRETE WALKWAY TO FRONT OF PROPERTY.
12' - 8"
LANDSCAPE CONSTRUCTION DEVELOPMENT
3' - 0"
AS FEASIBLE. DECK TO BE USED FOR ACCESS FROM REAR STAIR TO NEW CONCRETE WALKWAY TO FRONT OF PROPERTY.
EXTEND OF EXISTING DECK TO BE RETAINED AS MUCH AS FEASIBLE. DECK TO BE USED FOR ACCESS FROM REAR STAIR TO NEW CONCRETE WALKWAY TO FRONT OF PROPERTY.
18' - 9 1/2"
6' 12' -INTERIORS 2"- 8"
11' - 2"
11' - 0"
VINYL "SHAKE" SIDING
1' - 9"
ASPHALT SHINGLE ROOF
VINYL SIDING
9' - 0"
EXISTING ROOF RIDGE 28' - 0" EXISTING ROOF EAVE EXISTING WOOD 20' - 0" DECK TO BE RETAINED AS MUCH
UP
7' - 0"8' - 0"
UP
5' - 3 1/2"
EXISTING ROOF RIDGE 28' - 0"
11' - 0"
15' - 0"
ASPHALT SHINGLES
NEW CONCRETE FOUNDATION WALL
WWW.E-PEREZ.COM ARCHITECTURE ENGINEERING PLANNING
18' - 9 1/2" 6' - 2"
DW
18' - 9 1/2" 2' - 10" 18' - 9 1/2"
REF.
2' - 4" 18' - 9 1/2" 18' - 9 1/2"
8' - 0"
2' - 4"
FINAL DESIGN FINAL DESIGN
24' - 0"
24' - 0" ASPHALT SHINGLE ROOF
104 GOTHAM AVENUE 104 GOTHAM AVENUE BROOKLYN, NY 11229 BROOKLYN, NY 11229
EXISTING ROOF RIDGE 28' - 0"
MUST BE PAINTED GREEN
Each project site has a unique set of variables and required a thourough site assessment in order to develop a design plan. The critical issues concerned how high to elevate the structure, how to protect the building’s critical systems & to address life & saftey issues.
Role: Site assessment, construction documents, MEP/Structural Engineer coordination, scope of work/cost estimation, DOB submission Software: Revit, AutoCAD, Illustrator
© PEREZ, A PROFESSIONAL CORPORATION
Firm: Perez Architecture Brooklyn, NY
KEY NOTES
Brooklyn, New York City
7'-1"
EL. + 81'-3" BULKHEAD
3'-0"
EL. + 74'-2" PARAPET
EL. + 11'-2" FIRST FLOOR
3014
3014
3014
3014
3014
3014
3014
3014
3014
3014
3014
3014
3014
EL. + 11'-0" FRCE
3014
8'-9"
EL. + 4'-0" LAG EL. + 2'-5" CELLAR
4
3'-0"
4
A-311
7"
A-311
EL. + 9'-2" LOBBY
11'-2"
3
7
EL. ± 0'-0" NAVD EL. - 0'-7" BOILER RM
A-311
EXISTING VENTILATION WELL & GRATE
BRICK, TYP.
BUILDINGS DEPARTMENT EMPLOYEE STAMP
KEY NOTES 11
NEW BACKFLOW PREVENTER TO BE INSTALLED AT LOCATION OF STORM / SEWER LINE
ELEVATE WINDOW SILL WITH CMU BLOCK AND INSTALL NEW FLOOD PROOF AWNING WINDOW UNIT
2
A301.00
INSTALL FLOOD PROOF DOOR UNIT
NEW BACKFLOW PREVENTER TO BE INSTALLED AT LOCATION OF SEWER LINE
INSTALL FLOOD PROOF DOOR UNIT
INSTALL NEW WATERPROOF ACCESS HATCH
187'-1" 13'-10"
3055
3055
3055
3055
18
18
18
18
18
2'-0"
20
7'-0"
7'-10"
25'-3"
26'-8" 24'-0"
44'-2" 2855
6'-6"
55
15'-3"
INSTALL HANDRAIL ON EXISTING STAIR UNIT
24
ELEVATE VENTILATION WELL OPENING AND RESET GRATE
25
INSTALL NEW FLOOD PROOF ACCESS HATCH
26
INSTALL METAL STAIR UNIT, HANDRAIL & LANDING
21068
210610
7'-7" 3'-9" 7'-9"
30610
8'-7"
19
3055
3'-10"
19
CLOSET 2668
3010
22'-0"
6'-10"
7'-8" 3'-4"
INSTALL BACKFLOW PREVENTER ON EXISTING SEWER LINE
23
4'-10"
21068
2868 21068
14'-3" 3055
STORAGE
17
5
7'-10"
4'-4"
2'-1"
1
7'-62"
9'-5"
7'-1"
7'-0"
7'-1"
17
17
3010
3010
3010
3010
3010
3010
17
17
17
17
17
3010
14'-3"
3014
8'-8"
INSTALL FLOOD PROOF DOOR UNIT
22
3013
17
3014
3014
3014
6'-11"
INSTALL HIGH-CAPACITY SUMP PUMP
21
COMPACTOR ROOM
16'-10"
3015
3015
4
3014
17
17
20
PROF
A300.00
4
3010
17
BOILER ROOM
INFILL ENTIRE WINDOW OPENING WITH CMU BLOCK
21'-5"
24
11'-10"
PROPOSED STORAGE
34'-8"
8/30/2016
STORAGE PROPOSED
A-300
21
11'-7" 13'-4"
3468
2'-5"
16'-2"
A-311
8'-2"
7'-1"
4'-4"
1
57'-82"
11'-11"
6'-9"
1
200'-72"
55'-6"
INSTALL FLOOD PROOF DOOR UNIT GAS METER ROOM TO REMAIN
17
17
17
17
17
1
BREEZEWAY
BREEZEWAY
21070
3268
23
7
VIF
2
3
6'-112"
2666
17
ELEVATOR
21066
1'-10"
3010
A-311
17
20
BOILER
A-311
OIL TANK ROOM
3014
7'-0"
18
GAS METER ROOM
BOILER PIT
17
20
13
4067
3468
3666
2970
CLOSET
STORAGE
A-301 17
3068
3055
3267
3270
7'-8"
3054
21
3071
3014
1
7'-6"
4066
3
26611
SHOWERS 19
A-300
21
4'-42"
30
STORAGE
21
21
STORAGE
3055
6'-5" 31'-1" 14'-9" 3'-2"
6'-6"
2
3
3664
19
7'-9"
19
A-310
18
ELEVATOR
STORAGE
19
A-310
ELEVATE WINDOW SILL WITH CMU BLOCK AND INSTALL NEW FLOOD PROOF AWNING WINDOW UNIT
19
18
18
A-310
26
INFILL WINDOW OPENINGS WITH BUILDINGS DEPARTMENT BSCAN STICKER CMU BACKED BRICK VENEER
18
3055
22
1
21066
4068
2868
3068
4068
19
4'-0"
19 19
21 3664
4456
STORAGE
A-311
2855
3055 3055
19
25
5'-1"
2
19
6'-0"
3055
6'-0" 4'-6" 3455
3055
8'-10" 3055
1
3068
3055
STORAGE
6'-9"
3'-3"
3055
13'-8"
LAUNDRY ROOM 18
19 19
38'-5" 11'-3"
15'-3"
31'-1" 55
3'-2"
30
2855
3067
19
19
19
A-311
19
STORAGE
5'-10"
5'-10" 3055
6'-5"
19
STORAGE
14'-9"
10'-0"
STORAGE 3055
6
A-311
8'-10" 3055
17'-2" 44'-2"
19
3055
19
3055
3055
8'-2"
5
A-311
6'-9"
3055
18
6'-10"
3055
18
6'-9"
3055
19
20
13'-2"
18
19
GAS METER ROOM
13'-1"
4'-11"
3055
19
17 35'-2"
12'-0"
18
19
19
1'-11"
6'-8"
3055
19
3055
13'-11" 8'-1"
7'-2"
18
STORAGE
22
7'-1"
3055
19
13'-2"
8'-7"
2'-1"
18
SCALE: 1/8" = 1'-0"
5'-5"
37'-7"
9'-8"
3055
18
3055
2'-1"
ELECTRICAL LINE-IN TO REMAIN IN PLACE
4'-0"
9'-4"
7'-2"
ALL TOILETS & PLUMBING FIXTURES TO REMAIN
13
29'-4"
7'-2"
ALL DOORS TO REMAIN EXCEPT WHERE NOTED
12
3055
7'-2"
3055
6'-9"
3055
2'-0"
3055
3055
EXISTING WEST ELEVATION
1
37'-7"
11'-10"
11'-11"
4856
13'-10"
12'-1"
SHOWERS
35'-2" 11'-2"
19
14'-6"
3014
A-311
3070
3'-7"
3014
EL. + 10'-0" BFE
3
A-311
STORAGE
STREET, BK, NY\00\DWGS\PEREZ\02 AUTOCAD\3099 BRIGHTON 6_PLANS_2016.08.30.DWG
3014
VIF
3055
© PEREZ, A PROFESSIONAL CORPORATION
8'-3" I:\PRJ\05-16-1009 - CERUMIDY REALTY INC, 3099 BRIGHTON 6TH STREET, BK, NY\00\DWGS\PEREZ\02 AUTOCAD\3099 BRIGHTON 6_ELEVATIONS_20160829.DWG
8/30/2016
60'-0"
70'-1"
EL. + 71'-2" ROOF
INFILL WINDOW OPENINGS WITH CMU BACKED BRICK VENEER
INSTALL HIGH-CAPACITY SUMP PUMP
INSTALL HANDRAIL ON EXISTING STAIR UNIT INSTALL FLOOD PROOF DOOR UNIT
DATE
WATER MAIN & PUMPS TO REMAIN
PROJ
INSTALL FLOOD PROOF DOOR UNIT
REVIS NO BUILDINGS DEPARTMENT EMPLOYEE STAMP
8'-11"
1'-7"
8'-11"
16'-3"
16'-3"
20'-3"
31'-1"
1'-11" 5'-3"
5'-1"
5
METAL EXTERIOR DOOR ELEVATOR BULKHEAD
2'-5"
2'-5"
8'-1"
4'-3"
+ 1'-5"
METAL STAIR ELEVATOR BULKHEAD
44'-3" VIF
ELEV. STAIR SLOPE
4'-4"
SCALE: 3/32" = 1'-0"
RD
2'-5"
2'-5"
8'-1"
21 23
4'-4"
27'-1"
SCALE: 3/32" = 1'-0"
SCALE: 3/16" = 1'-0"
PROPOSED ELECTRICAL ROOM STRUCTURAL PLAN
5
SCALE: 3/32" = 1'-0"
5
8'-0" VIF
1
1
1
1
3
7
13
EL. + 4'-0" LAG
4
EL. + 2'-5" CELLAR
ELEVATOR PIT
COMPACTOR ROOM
ELEVATED ELECTRICAL BOILER ROOM PANEL
STORAGE
HALL
UP
SCALE: 1/8" = 1'-0" ELEVATOR PULLEYS
EXISTING ELEVATOR PENTHOUSE
OIL TANK ROOM
GAS METER ROOM
BUILDINGS DE
PROPOSED ELECTRICAL ROOM ENCLOSURE
6
SCALE: NTS
ELEVATED ELECTRICAL
PANEL PROPOSED ELEVATOR PENTHOUSE
SCALE: 1/4" = 1'-0"
PROPOSED ELECTRICAL ROOM ENCLOSURE
6
INSTALL HANDRAIL ON EXISTING STAIR UNIT
SCALE: NTS
17
GAS METER RM TO REMAIN
EXISTING BRICK FACADE
4
PROPOSED ELEVATOR PENTHOUSE
EL. + 11'-2" FIRST FLOOR
PROPOSED ELECTRICAL ROOM ENCLOSURE
BUILDINGS DEPARTMENT EM
EL. + 11'-0" FRCE
17
8
24
SCALE: 1/4" = 1'-0"
17
8'-0" VIF
EXISTING DOUBLE HUNG WINDOW ABOVE
9'-0" VIF
17
17
8'-0" VIF
EXISTING DOUBLE HUNG WINDOW ABOVE
EXISTING DOUBLE HUNG WINDOW ABOVE
17
17
13
EXISTING BRICK FACADE
EL. + 10'-0" BFE
KEY NOTES
7
PROPOSED ELECTRICAL ROOM ENCLOSURE
6
EXISTING CONCRETE LEDGER
20
17
WOOD HEADER TO FIT, CONCRETE TO FILL
SCALE: NTS
EXISTING BRICK FACADE
EL. + 4'-0" LAG EL. + 2'-5" CELLAR
EL. ± 0'-0" NAVD
NEW FLOOD PROOF AWNING WINDOW UNIT PER MFG SPECS
18
EL. - 0'-7" BOILER RM
CONCRETE TO FILL
ELEVATOR PIT
COMPACTOR ROOM
STORAGE
HALL
BOILER ROOM
BOILER PIT
CHIMNEY STORAGE INFILL WINDOW OPENINGS WITH CMU BACKED BRICK VENEER
1'-4"
19
5'-5"
ELEVATOR MACHINE ROOM
3'-0"
BASEMENT LONGITUDINAL SECTION - PROPOSED
INFILL ENTIRE WINDOW OPENING WITH CMU
SCALE: 1/8" = 1'-0"
CLOSET
HALL
ELEVATOR MACHINE ROOM
NEW WINDOW SILL
ELEVATOR PIT
OIL TANK ROOM
GAS METER PROPOSED STORAGE ROOM
5'-5"
© PEREZ, A PROFESSIONAL CORPORATION
8'-0" VIF
4
EXISTING ELEVATOR PENTHOUSE
STORAGE
ELEVATOR PIT
ELECTRICAL METER ROOM
UP
17
CLOSET
HALL
SCALE: 1/4" = 1'-0"
UP
CMU BACKED BRICK VENEER
CHIMNEY STORAGE
ELEVATOR MACHINE ROOM
PROPOSED ELECTRICAL ROOM ENCLOSURE
PROPOSED ELEVATOR PENTHOUSE
4
EXISTING ELEVATOR PENTHOUSE INFILL WINDOW ROOF 3SECTIONS SCALE: 1/4" = 1'-0" OPENINGS WITH
ROOF SECTIONS
BOILER PIT
ELEVATED ELECTRICAL PANEL
SCALE: 1/4" = 1'-0"
SCALE: 1/4" = 1'-0"
EL. - 0'-7" BOILER RM
11'-0" VIF
STORAGE
EL. ± 0'-0" NAVD
PROPOSED ELECTRICAL ROOM ENCLOSURE
UP
UPMACHINE ELEVATOR ROOM
BASEMENT LONGITUDINAL SECTION - DEMOLITION
SHOWERS
BUILDINGS DE
EL. + 10'-0" BFE
1
8'-0" VIF
ELEVATED ELECTRICAL PANEL
11'-0" VIF
1
9'-0" VIF
1
8'-0" VIF
1
8
1/4" ROOM = 1'-0"& SCALE:TOILET
EL. + 11'-2" FIRST FLOOR
METAL STAIR
ELEVATED ELECTRICAL PANEL ELEVATED ELECTRICAL PANEL
17
27'-1"
EL. + 11'-0" FRCE
1
INSTALL HANDR STAIR UNIT ELEVATE VENTIL OPENING AND R REMOVE SUMP P
6'-6"
STAIR
DETACH ELECTRICAL EQUIPMENT & STORE FOR RELOCATION ON THE ROOF
ELEVATOR PULLEYS
TOILET ROOM & SHOWERS
24 31
4'-4"
METAL STAIR
METAL STAIR
8'-0" VIF
7'-0" VIF
20
27'-1"
CONNECT BOND BEAM TO EXISTING MASONRY ENCLOSURE
3068
ENLARGED EQUIPMENT ENCLOSURE
1
17
EXISTING GAS M IN PLACE EXISTING BOILE PLACE ALL DOORS TO R WHERE NOTED ALL TOILETS AN FIXTURES TO RE ELECTRICAL LIN PLACE INFILL WINDOW CMU BACKED BR INSTALL HIGH-C PUMP INSTALL FLOOD
PROPOSED ELECTRICAL ROOM STRUCTURAL PLAN RD
5
STORAGE ROOM - PROPOSED
METAL STAIR
7'-0" VIF
NEW ELECTRICAL ROOM ENCLOSURE
PROPOSED ELECTRICAL ROOM STRUCTURAL PLAN
5
DEMOLISH ALL BASEMENT WINDOWS & SILLS
6
8'-1"
2'-5"
8'-1"
6'-6"
NEW EXTERIOR CHASE ELEV. FOR ELECTRICAL WIRING RUNS
METAL EXTERIOR DOOR
3
13
NEW EXTERIOR CONNECT BOND CHASE BEAM TO EXISTING FOR ELECTRICAL MASONRY ENCLOSURE WIRING RUNS ESTIMATED WEIGHT OF EQUIPMENT & 6'-6"ENCLOSURE: RD CONNECT BOND 15,000-20,000 LBS BEAM TO EXISTING MASONRY ENCLOSURE
DEMOLISH ALL B WINDOWS & SILL DEMOLISH BOILE UNITS DETACH ELECTR & STORE FOR RE THE ROOF CUT SLAB, CONS INSTALL NEW SU DETACH ELEVAT EQUIPMENT AND ROOF DETACH VENTIL
6'-10"
4
SCALE: 3/16" = 1'-0"
12
12
2'-5"
44'-3" VIF
11
NEW EXTERIOR CHASE SLOPE FOR ELECTRICAL WIRING RUNS
3068
7 8
4'-3"
44'-3" VIF
ESTIMATED WEIGHT OF EQUIPMENT & ENCLOSURE: 15,000-20,000 LBS
ELEV.
ELEVATOR MACHINE ROOM - DEMOLITION EQUIPMENT CHASE
ROOF SECTIONS
6
NEW ELECTRICAL ROOM ENCLOSURE
NEW SKYLIGHT
METAL STAIR
SCALE: 1/4" = 1'-0"
19'-878"
ESTIMATED WEIGHT OF EQUIPMENT & ENCLOSURE: 15,000-20,000 LBS 3
6'-10"
30610
4'-3"
3068
SCALE: 3/32" = 1'-0" BOILER ROOM
4 5
8'-1"
6'-10"
12'-7"
NEW ELECTRICAL ROOM ENCLOSURE
METAL EXTERIOR DOOR
SCALE: 1/4" = 1'-0"
3 27'-1"
PROPOSED ELECTRICAL ROOM LOCATION
3068
PROPOSED ENLARGED EQUIPMENT ENCLOSURE
ELEVATOR
5
A-310
13'-104" VIF
STORAGE
ELEVATOR MACHINE ROOM
3068
4'-4"
BOILER ROOM - PROPOSED
TO REMAIN
ENLARGED EQUIPMENT ENCLOSURE
2
ELEV.
SCALE: 3/16" = 1'-0"
21068
ELEVATOR
8'-1"
4'-3"
4'-4"
8'-1"
7'-8"
STAIR
KEY NOTES 1
FD
6'-6"
13'-1034" VIF
10'-4"
STEEL DOOR NEWEXISTING SKYLIGHT
21068
SCALE: 3/16" = 1'-0"
210610
30610
ROOF TRANSVERSE SECTION - PROPOSED
ELEVATOR BULKHEAD EQUIPMENT CHASE
1'-7"
8'-11"
16'-3"
20'-3" 8'-1"
7'-8" 8"
21
6'-10" DETACH ELEVATOR MACHINE EQUIPMENT AND RELOCATE TO ROOF
210610
EQUIPMENT CHASE
27'-1"
4'-3"
NEW SKYLIGHT
6TH FLOOR ELEV. + 62'-2"
4'-4"
INSTALL FLOOD PROOF DOOR UNIT
PROPOSED ELECTRICAL ROOM LOCATION
SCALE: 3/32" = 1'-0" 13'-1034" VIF
15'-10"
3
27'-1"
ELEV.10'-6"
37'-2"
STAIR
BOILER ROOM - DEMOLITION
4'-4"
UP
+ 2'-5"
INSTALL HANDRAIL ON EXISTING STAIR UNIT
4'-11"
6'-934"
11'-10"
6'-5"
FD
6'-6" 3068
3'-1"
17
36X17
11'-0"
460 SF ELEV.
3068
8"
3'-11"
6'-5"
9'-3"
1'-8"
10'-0"
3468
4'-11"
11'-10"
6'-934"
10'-4"
20'-1"
FD
6'-3"
16'-4"
INFILL WINDOW OPENINGS WITH CMU BACKED BRICK VENEER
ELEVATE VENTILATION WELL OPENING AND RESET GRATE
SCALE: 3/16" = 1'-0"
5
15'-2" 4'-11"
15'-1"
19'-11"
SLOPE
1
6'-5"
UP
20 24
ROOF TRANSVERSE SECTION - PROPOSED
12
2'-9"
37'-2"
29'-11"
28
SCALE: 3/16" = 1'-0"
ELEVATOR PULLEYS
8" 3'-2"
RELO TO R ENCL
6'-0"
STAIR
4
2'-5"
23
17
19'-878"
BOILER ROOM + 1'-5"
UP
DEMOLISH ALL BASEMENT WINDOWS & SILLS
3015
5'-11"
3'-5"
2'-0"
3'-5"
1'-8"
3468
33'-10"
460 SF
6'-6"
STAIR
4
8
VIF
ROOF PARAPET ELEV. + 73'-6"
BOILER 6'-5" x 9'-5"
2'-0"
2'-5"
11'-0"
2
4'-7"
28
20'-1"
1'-10" SCALE: 3/32" = 1'-0"BASEMENT UP
7'-2"
29'-438"
31 6
BOILER PIT - 0'-7"
9'-6"
12'-7"
10'-0"
8
ROOF DETACH VENTILATION 6TH FLOOR ELEV. ++ 70'-0" ELEV.GRATE 62'-2"
2
15'-2" 4'-11"
PROPOSED ELECTRICAL ROOM LOCATION
4
2'-9"
2'-9"
5'-11"
28
ROOF TRANSVERSE SECTION - PROPOSED
8/30/2016
21
UP
26611
1'-4"
10'-0"
28
6'-5"
BOILER 6'-5" x 9'-5"
9'-3"
BOILER PIT
- 0'-7" ROOF PARAPET ELEV. + 73'-6"
SCALE: 3/16" = 1'-0"
I:\PRJ\05-16-1009 CERUMIDY I:\PRJ\05-16-1009 INC, 3099 BRIGHTON - CERUMIDY 6TH REALTY STREET, INC, BK, NY\00\DWGS\PEREZ\02 30996_SECTIONS_20160829.DWG BRIGHTON 6TH STREET, AUTOCAD\3099 BK,8/30/2016 NY\00\DWGS\PEREZ\02 BRIGHTON 6_SECTIONS_20160829.DWG AUTOCAD\3099 BRIGHTON 8/30/2016 6_SECTIONS_20160829.DWG I:\PRJ\05-16-1009 - CERUMIDY REALTY INC, 3099 BRIGHTON -6TH STREET, REALTY BK, NY\00\DWGS\PEREZ\02 AUTOCAD\3099 BRIGHTON
9'-10"
4'-10"
2'-9"
2
REMOVE SUMP PUMP
8/30/2016
7'-8"
2'-4"
29'-438"
7'-2"
2'-4" 1'-4"
6'-1"
4'-2"
UP
26611
2'-341"
10'-6"
ELEV. + 73'-6"
1
2'-9"
8" 42'-10" BASEMENT + 2'-5"
UP
ROOF TRANSVERSE SECTION - EXISTING PARAPET 1 ROOFSCALE: 3/16" = 1'-0"
2
8" 3'-2"
15'-1"
EXISTING FIRE ESCAPE
17'-0"
1'-10"
15'-10"
3'-1"
2'-341"
3'-11"
2'-9"
2
UP
4'-10"
5'-11"
BULKHEAD ELEV. + 80'-0"
6TH FLOOR ELEV. + 62'-2"
KEY NO
4'-7"
6'-0"
37'-2"
11'-9" 6'-10"
16'-4"
29'-438"
DEMOLISH BOILER ROOM DOOR UNITS
5'-11"
9'-10"
27'-9"
4'-4"
7'-8"
29'-11"
3068
6'-1"
6TH FLOOR ELEV. + 62'-2"
ROOF ELEV. + 70'-0"
1'-11" 5'-3"
19'-11"
20'-1"
6'-3"
42'-10"
7'-8" 15'-10" 3664
27'-9"
6'-10"
3664
ROOF TRANSVERSE SECTION - EXISTING
9'-6"
© PEREZ, A PROFESSIONAL CORPORATION
SCALE: 3/16" = 1'-0"
ROOF + 80'-0" ELEV. ELEV. + 70'-0"
INFILL WINDOW OPENING WITH CMU
BUILDINGS DEPARTMENT BS
EXISTING CONCRETE WINDOW SILL
17
GROUND PLANE
1
3'-0"
3'-0"
SECTIONS
SCALE: VARIES
GROUND PLANE
GROUND PLANE
1
BASEMENT WINDOW CMU INFILL
3
SCALE: 1/2" = 1'-0"
BASEMENT WINDOW BRICK INFILL
5
BASEMENT WINDOW ELEVATED SILL
3'-4" SCALE: 3'-4" 1/2" = 1'-0"
SCALE: 1/2" = 1'-0"
3'-4"
METAL FRAME METAL FRAME
EXISTING DOUBLE HUNG WINDOW ABOVE
HUNG WINDOW ABOVE
INSTALL PROOF UNIT 21 FLOOD INSTALL FLOODDOOR PROOF DOOR UNIT EXISTING DOUBLE HUNG WINDOW ABOVE
INSTALL ON EXISTING 24 HANDRAIL INSTALL HANDRAIL ON EXISTING STAIR UNIT STAIR UNIT
EXISTING BRICK FACADE
FACADE
HANDRAIL BEHIND TO MANUFACTURER'S HANDRAIL BEHIND TO MANUFACTURER'S SPECIFICATIONS SPECIFICATIONS
FLOOD DOORFLOOD ACCESS DOOR HATCH ACCESS HATCH
EXISTING FIRST FLOOR SLAB
6'-10"
6'-10"
1'-4"
EXISTING FIRST FLOOR SLAB 18
INFILL WINDOW OPENINGS WITH CMU BACKED BRICK VENEER
5'-5"
5'-5"
17
INFILL ENTIRE WINDOW OPENING WITH CMU, FLUSH EXISTING BRICK
HINGE, TYP. HINGE, PER TYP. PER MFG SPECS MFG SPECS
EXISTING CONCRETE EXISTING CONCRETE SLAB SLAB
EXISTING CONCRETE EXISTING CONCRETE SLAB SLAB
GROUND PLANE
4"
4" 7"
3'-0"
EXISTING BASEMENT FLOOR SLAB
3'-0"
7"
7"
3'-0"
3'-0"
5'-2"
2
BASEMENT WINDOW CMU INFILL - SECTION
SCALE: 1/2" = 1'-0"
2 3'-0"
PROPOSED STEEL GRATE DECKING PROPOSED CONCRETE COPING STONE EXISTING BRICK FACADE OVE FRCE
8/30/2016
5'-2"
UTOCAD\3099 BRIGHTON 6_DETAILS_20160830.DWG
1'-8"
INFILL ROUGH OPENING WITH CMU
GROUND PLANE
EXISTING BASEMENT FLOOR SLAB
7" 1'-0" 1'-8"
NEW WATER-RESISTANT Z BRACKET
EXISTING FOUNDATION EXISTING FOUNDATION WALL WALL
GROUND PLANE
1'-0"
WOOD HEADER TO FIT AND CONCRETE TO FILL NEW FLOOD PROOF AWNING WINDOW PER MFG SPECS
STEEL ANGLE BOLTED TO FRAME, STEEL ANGLE BOLTED TO FRAME, DECKING SUPPORTINGSUPPORTING DECKING AND TREADSAND TREADS
10" STEEL FRAME 10" STEEL FRAME
INTERIOR INTERIOR STAIR STAIR DETAILDETAIL 1 SCALE: = 1'-0"3/4" = 1'-0" SCALE: 3/4"
FLOOD DOORFLOOD PER DOOR PER MFG SPECS MFG SPECS
NEW WINDOW SILL
5'-5"
5'-5"
STAIR DECKING STEEL STAIRSTEEL DECKING
6"
6"
EXISTING FIRST FLOOR SLAB
INFILL EXCESS BETWEEN CMU AND EXISTING BRICK WITH CONCRETE
19
EXISTING BASEMENT FLOOR SLAB
1
24
METAL FRAME METAL FRAME EXISTING BRICK
EXISTING BRICK FACADE
1'-7"
1'-7"
21
3'-4"
EXISTING DOUBLE FLOOD PROOF ACCESS HATCH FLOOD PROOF ACCESS HATCH
3'-0"
3'-0"PEREZ, A PROFESSIONAL CORPORATION ©
KEY NOTES KEY NOTES © PEREZ, A PROFESSIONAL CORPORATION
I:\PRJ\05-16-1009 - CERUMIDY REALTY INC, 3099 BRIGHTON 6TH STREET, BK, NY\00\DWGS\PEREZ\02 AUTOCAD\3099 BRIGHTON 6_SECTIONS_20160829.DWG
8"
460 SF
11'-9" 31'-1" 8'-1"
11'-9" 8"
ROOF 6TH FLOOR ELEV. ELEV. ++ 70'-0" 62'-2"
ROOF TRANSVERSE SECTION - EXISTING
BULKHEAD ELEV. + 80'-0"
15'-2" 4'-11"
6'-0"
1'-10"
ROOF PARAPET ELEV. + 73'-6"
4'-2" = 1'-0" SCALE: 3/16"
2'-9"
8" 31'-1"
BULKHEAD ROOF + 80'-0" ELEV. ELEV. + 70'-0"
1
8" 3'-2"
33'-10" 15'-1" 5'-1"
17'-0"
NEW MECHANICAL ROOM LOCATION 6'-3"
42'-10"
ROOF PARAPET ELEV. + 73'-6"
6TH FLOOR ELEV. + 62'-2"
4'-7"
EXISTING FIRE ESCAPE
19'-11"
20'-3"
ROOF PARAPET ELEV. + 73'-6" ROOF ELEV. + 70'-0"
1'-11" 5'-3"
5'-1"
1'-7"
8"
8"
1 BULKHEAD
3
33'-10"
NEW MECHANICAL ROOM LOCATION
BULKHEAD ELEV. + 80'-0"
VIF
2
EXISTING FIRE ESCAPE
17'-0"
4'-3"
© PEREZ, A PROFESSIONAL © PEREZ, CORPORATION A PROFESSIONAL CORPORATION
BULKHEAD ELEV. + 80'-0"
UP
1
8"
8'-0" VIF
© PEREZ, A PROFESSIONAL CORPORATION
NEW MECHANICAL ROOM LOCATION
4
BASEMENT WINDOW BRICK INFILL - SECTION
SCALE: 1/2" = 1'-0" FLOOD PROOFPROOF ACCESS ACCESS HATCHHATCH 2 FLOOD
= 1'-0"3/4" = 1'-0" SCALE: 3/4" SCALE:
4
BASEMENT WINDOW ELEVATED SILL - SECTION
6DOOR FLOOD PROOFPROOF DOOR 1/2" = 1'-0" SCALE: 4 FLOOD
= 1'-0"3/4" = 1'-0" SCALE: 3/4" SCALE:
PROFESSIONAL PROFESSIONAL OF RECORD OF STAMP RECORD STA
실현 가능한 VE, 효율적인 LCC분석을 통한 Firm: Haenglim Architects & Planners Seoul, South Korea
Seoul
Peyongtaek
최적의 가치향상 구현 Pyeongtaek, South Korea
The US military is relocating their facilities from Seoul’s city center to Pyeongtaek, an area south of the Korean capital. This project bid included two separate facilities to be located on base and used exclusively for conducting training exercises and officers could conduct battle simulations to train soldiers on guiding troop movements using computer designed scenarios.
Role: Building Code Analysis (IBC, NFPA), 3D modeling, material estimates, presentation graphics, proposal booklet Software: Revit, AutoCAD, Illustrator, Photoshop
VALUE
BCTC Fifth Floor
BCTC Fourth Floor
BCTC Third Floor
BCTC Second Floor
BCTC Ground Floorv
Micronesia
2
3
DN
1
Firm: Haenglim Architects & Planners Seoul, South Korea
This research facility was designed for the Korean Institute of Ocean Science & Technology located in Micronesia. Built on an artifical island, the campus includes a resarch lab, dormitory and maintenance building. Building design was primaryily influence by extreme weather conditions common in the region.
Role: Facade design, building modeling and programming layouts. Software: Sketchup, AutoCAD, Illustrator
THANK YOU FOR YOUR TIME & CONSIDERATION.