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Scale
Project numberDateDrawn byChecked by
Architect - Collaborative Design6 Metrotech CenterBrooklyn, NY 111201(559) 464-5547Mark Milkis ([email protected])Jimmy Liang ([email protected])Leifu Wang ([email protected])
Structural Engineer - Collaborative Design6 Metrotech CenterBrooklyn, NY 111201(559) 464-5547Mark Milkis ([email protected])Jimmy Liang ([email protected])Leifu Wang ([email protected])
Construction Manager - Collaborative Design6 Metrotech CenterBrooklyn, NY 111201Rajai Fakhouri ([email protected])
5/16
/201
5 7:
27:0
8 AM
G-00
Cover Sheet
15.1
Shuriken Tower
Aboumoussa LLC
Issue DateMM
Checker
Drawing List
A-101 Cellar PlanA-102 Ground Floor PlanA-103 Typical Floor PlanA-104 Penthouse Level 1 PlanS-203 Typical Floor Framing PlanS-204 Penthouse Level 1 Framing PlanS-102 Ground Floor Column Layout PlanA-100 Sub-Cellar PlanA-106 Roof PlanFO-100 Foundation PlanS-101 Cellar Column Layout PlanS-205 Penthouse Level 2 Framing PlanA-200 South ElevationA-201 West ElevationA-105 Penthouse Level 2 - 3 PlanS-304 Light Gauge Framing Typical DetailsS-401 Column ScheduleS-206 Roof Framing PlanS-103 Typical Floor Column Layout PlanS-301 Concrete DetailsS-402 Shear Wall SchedueS-201 Cellar Framing PlanS-202 Ground Floor Framing PlanS-00 General NotesG-00 Cover Sheet
SHURIKEN TOWERRESIDENTIAL BUILDING
SITE LOCATION
SITE LOCATION MAP
Brooklyn, NY
CE 4822 Civil Engineering Design IISpring 2015
New York Citys skyline is decorated with a diverse set of skyscrapers and tall buildings. Due to an everexpanding population, the need for the development of residential buildings is prevalent now more than ever.However, due to the expensive cost of living in Manhattan, many residents have turned to the outer boroughssuch as Queens and Brooklyn. There are many reasons to build in Brooklyn; there is more land territory to buildthan in Manhattan and the lower cost means that developers do not have to be billion dollar investors orcorporations. In fact, New Yorks largest residential construction boom exists in Brooklyn. In DowntownBrooklyn alone, more than $6.5 billion has been planned for new residential projects. Collaborative Designsproposal is to conceptually design, structurally develop and provide construction plans to fill a void in luxuryliving in Brooklyn. Shuriken Tower will accomplish all the objectives required and deliver a structurally sound,aesthetically pleasing and economically feasible structure.
The project is located at 8791 21st Ave. in Brooklyn NY. The owner requires that the structure have aminimum footprint of 12,000 square feet and a minimum of sixteen stories. The top stories must have asetback on all four sides. A total of two underground levels must be provided and the first underground levelmust be for parking. A green roof system must be investigated and proposed. An energy efficient exterior wallsystem must be implemented. The building should also include amenities such as a gymnasium, a swimming pool,etc. The owner has also requested submittals of architectural layout plans with means of egress in accordancewith the International Building Code (IBC). A framing layout for the chosen structural system must beprepared. Drawings and specifications for the structural plans must be delivered. Drawings should include afoundation plan, a footing schedule, a beam schedule, sections, notes and typical details. Structural analysis anddesign of the gravity and lateral loads and forces must be performed according to the relevant codes andstandards. A sample manual of calculations to verify results of computer aided analysis and design must becompleted. Lastly, an engineers cost estimate and construction schedule must be carried out.
The owner has demanded a residential building where his profits and investments can be maximized. ShurikenTower will contain of 19 stories with a three story setback for penthouses. The first floor will consist of alobby and commercial space. The other 15 stories comprise of apartment dwellings, including studios, one andtwo bedrooms. The 17th floor penthouses will have private terraces. The first story underground will be anunderground parking lot with 114 parking spaces. The sub-cellar will feature amenities such as a bowling alley, aswimming pool, a spa and personal storage to fulfill the owners requirements. A 2.5 in green roof system wasselected and a curtain wall glass facade system was chosen (see drawings for details).
In order to achieve this, a concrete flat plate construction optimal for residential construction was proposed.This is because the gravity system of a concrete flat plate consists of only an 8in to 12in concrete slab, asopposed to steel construction where the floor slab could reach up to two feet due to the depth of the beam,concrete slab, and metal deck and HVAC equipment. Hence, by saving up to a foot per floor, the owner willgain additional height and can add more stories to his building to maximize profit. Concrete columns were laid out based on the Table 9.5 of the ACI318-11 provision on clear span. For an 8 inchthick slab, the maximum column to column clear span is 20ft. The majority of concrete columns were hiddenbetween walls and closets to prevent obstruction and maximize space of residents. The columns were designedusing spColumn. Since 20ft spans are insufficient for parking maneuvering, transfer beams were utilized totransfer loads from the ground floor to the cellar floor to increase span lengths. Four L shaped columns wereplaced in the four re-entrant corners of the structure since they are more effective than rectangular shapedcolumns. The slab reinforcement was designed using SAFE. The lateral force resistant system includes fourcentral core concrete shear walls that are orthogonal to each other which will run up from the sub-cellar allthe way to the roof of the structure. Enclosed in these walls, are four passenger elevators and one freightelevator. In addition, four staircase perimeter C-shaped shear walls will provide torsional stability from theground to the 16th floor. The shear walls, along with a rigid diaphragm was modeled and designed on ETABS.
In the penthouse levels, light gage metal stud framing was selected to decrease the load transfer of the slabbelow. Moreover, cold formed steel decreases the weight of the structure which effectively minimizes theeffect of seismic loads of the structure. Most of the framing plans of the floors are similar (floors 2 to 16are the same, floors 17 to 19 are the same) to allow for fast construction and economic savings. Formworkcan be re-used and the method for pouring concrete and erection of steel can be repeated. Furthermore, thesymmetrical layout of the building enables the mechanical, electrical and plumbing runs to be shared betweenadjacent runs, thereby maximizing the amount of leasable space.
The foundation system will entail isolated square footings for most columns. For locations where two columnsare very close to another, a rectangular combined footing was utilized. The foundation wall and wall footingwas analyzed and designed. All loads were determined in accordance to American Society of Civil Engineering(ASCE 7-10) Standard and the design of concrete structures was performed with reference to the AmericanConcrete Institute (ACI318-11) Building Code. Light gage metal stud framing was designed with the assistanceof MarinoWare manufacturers catalog.
Project Description
UP
UPUP
UP
UP
STAIR
D
STAIR
B
SE1
PE2
PE3
PE5
PE4
STAIR E
ELEC
TRIC
AL C
LOSE
TCO
MPAC
TOR
ELEVATOR
ALCOVE
ELEVATOR
ALCOVE
STAIR C
BATH
SUPER'S OFFICE SUPER'S WORKSHOP
LOCKER
MECH. RM WOMEN'S LOCKER
WOMEN'STOILET
MEN'S TOILET
MEN'S LOCKER
STORE
FIRST AID
RECEPTION
SEATING AREA
BOW
LIN
G L
ANES
BAR
BOWLING ALLEYMECHANICALROOM
ARCADE
LAUNDRY ROOM
STORAGE
ROOM
JANITOR'S
CLOSET
POOL
REC
EPTI
ON
MEN'S STEAM RM
WOMEN'S STEAM RM
MEN'S SAUNA
WOMEN'S SAUNA
MASSAGE RM MASSAGE RM MASSAGE RM MASSAGE RM MASSAGE RM MASSAGE RM MASSAGE RM
BUILDING STORAGE RM
PERSONAL STORAGE AREA
MEN'S LOCKER
WOMEN'S LOCKER
SPA AREA
RECEPTION
WOM
EN'S T
OIL
ET
MEN'S T
OIL
ET
DETENTION TANKSEWER/WATER RMBOILER RMGAS RMELECTRICAL RM
STORAGE RM
REC
EPTI
ON
MEN'S T
OIL
ET
WOMEN'S TOILET
NN
Scale
Project numberDateDrawn byChecked by
Architect - Collaborative Design6 Metrotech CenterBrooklyn, NY 111201(559) 464-5547Mark Milkis ([email protected])Jimmy Liang ([email protected])Leifu Wang ([email protected])
Structural Engineer - Collaborative Design6 Metrotech CenterBrooklyn, NY 111201(559) 464-5547Mark Milkis ([email protected])Jimmy Liang ([email protected])Leifu Wang ([email protected])
Construction Manager - Collaborative Design6 Metrotech CenterBrooklyn, NY 111201Rajai Fakhouri ([email protected])
1/8" = 1'-0"
5/16
/201
5 7:
25:3
4 AM
A-100
Sub-Cellar Plan
15.1
Shuriken Tower
Aboumoussa LLC
Issue DateAuthor
Checker
UP
UP
UPUP
DN
DNDN
DN
UP
SE1
PE2
PE3
PE5
PE4
STAIR E
ELEC
TRIC
AL
CLOS
ETGA
RBAG
EELEVATOR
ALCOVE
ELEVATOR
ALCOVE
ENTRANCE
EXIT
250' - 0"
250' - 0"
STAIRC
STAIR
D
STAIR
B
STAIR AJANITOR
'S
CLOSET3
A-102
NN
HANDICAP
HANDICAP
1' - 0"
HANDICAP
HANDICAP
BICYCLE STORAGE ZONE
BICYCLE STORAGE ZONE
Scale
Project numberDateDrawn byChecked by
Architect - Collaborative Design6 Metrotech CenterBrooklyn, NY 111201(559) 464-5547Mark Milkis ([email protected])Jimmy Liang ([email protected])Leifu Wang ([email protected])
Structural Engineer - Collaborative Design6 Metrotech CenterBrooklyn, NY 111201(559) 464-5547Mark Milkis ([email protected])Jimmy Liang ([email protected])Leifu Wang ([email protected])
Construction Manager - Collaborative Design6 Metrotech CenterBrooklyn, NY 111201Rajai Fakhouri ([email protected])
1/8" = 1'-0"
5/16
/201
5 7:
25:3
6 AM
A-101
Cellar Plan
15.1
Shuriken Tower
Aboumoussa LLC
Issue DateAuthor
Checker
UP
UP
UP
UP
DN
DN
DNDN
DN
UP
STAIR A
SE1
PE2
PE3
PE5
PE4
STAIR E
ELEC
TRICAL
CLOS
ET
GARBA
GE
ELEVATOR
ALCOVE
ELEVATOR ALCOVE
STAIR C
STAIR
D
STAIR
B
3' - 6"
Retail Space
Retail Space Retail Space
1342 SF
MOVIE ROOM
Retail Space
STAIR C
838 SF
RESTAURANT
Retail Space
Retail Space
1337 SF
Ballroom
WOMEN'STOILET
MEN'STOILET
STAIR
B
Retail Space
1336 SF
GYM
Retail SpaceRetail Space
Retail Space
STAIR A
PARKING ENTRANCERAMP
CONCIERGE
STOR
AGE
ROO
M
JANITO
R'S
CLOS
ET
Retail Space Retail Space
Retail Space Retail Space
BuildingManagementRm
Retail Space
SECRUITYDESK
PACKAGE ROOM
MAIL R
OOM
ENTRANCE
EXIT
2A-102
3A-102
NN
Outline of foundationwall below
Face of building
Ground28' - 0"
Parking Roof27' - 0"
Pavers
Water Proofing Membrane
Rigid Isulation
12" Concrete Slab
Building Facade
Ground28' - 0"
Cellar13' - 0"
Parking Roof27' - 0"
Scale
Project numberDateDrawn byChecked by
Architect - Collaborative Design6 Metrotech CenterBrooklyn, NY 111201(559) 464-5547Mark Milkis ([email protected])Jimmy Liang ([email protected])Leifu Wang ([email protected])
Structural Engineer - Collaborative Design6 Metrotech CenterBrooklyn, NY 111201(559) 464-5547Mark Milkis ([email protected])Jimmy Liang ([email protected])Leifu Wang ([email protected])
Construction Manager - Collaborative Design6 Metrotech CenterBrooklyn, NY 111201Rajai Fakhouri ([email protected])
As indicated
5/16
/201
5 7:
25:4
0 AM
A-102
Ground Floor Plan
15.1
Shuriken Tower
Aboumoussa LLC
Issue DateAuthor
Checker
1/8" = 1'-0"1Ground
3/4" = 1'-0"2Ground Floor Slab Step
1/8" = 1'-0"3Parking Entrance Ramp
UP
DN
DN
DN
DN
UP
UP
UP
UP
UPDN
C42-PFC42-PF
C39-WC42-PF
C40-ST
C42-PF
C41-
ST-M
OD
C42-PF
C41-
ST-M
OD
STAIR A
SE1
PE2
PE3
PE5
PE4
STAIR E
ELEC
TRICAL
CLOS
ET
GARBA
GE
ELEVATOR
ALCOVE
ELEVATOR
ALCOVE
HALLW
AY
1
STAIR C
HALLW
AY
3
HALLWAY4
STAIR
B
12' - 0"
8' - 8"
18' - 0"
250 SF
LIVING RM
322 SF
L.R./S.A.
293 SF
LIVING RM
121 SF
BEDROOM
154 SF
BEDROOM
W/D
CL
CL
W/D
190 SF
BEDROOM
125 SF
BEDROOM
W/D
316 SF
L.R./S.A.
253 SF
BEDROOM
STORAGERMJ
ANIT
OR
'SCLOSE
T
W/D
CL
W/D
CL
CL
CL
CL CL
121 SF
BEDROOM
CL
HALLWAY2
481 SF
LIVING RM321 SF
L.R./S.A.
121 SF
BEDROOM
CL
W/D
214 SF
BEDROOM
CL
W/D
441 SF
LIVING RM
255 SF
BEDROOM
CL
CL
CL
CL
121 SF
BEDROOM
CL
432 SF
LIVING RM
W/D
CL
362 SF
L.R./S.A.
W/D
462 SF
LIVING RM
321 SF
L.R./S.A.
121 SF
BEDROOM
CL
W/D
214 SF
BEDROOM
CL
W/D
432 SF
LIVING RM
254 SF
BEDROOM
CL
CL
CL
CL CL
121 SF
BEDROOM
CL
W/D
CL
365 SF
L.R./S.A.
464 SF
LIVING RM
322 SF
L.R./S.A.
121 SF
BEDROOM
CL
W/D
214 SF
BEDROOM
CL
W/D
432 SF
LIVING RM
254 SF
BEDROOM
CL
CL
CL
CLCL
121 SF
BEDROOM
CL
W/D
CL
365 SF
L.R./S.A.
293 SF
LIVING RM
153 SF
BEDROOM
CL
293 SF
LIVING RM
153 SF
BEDROOMW/D
CL
W/D
293 SF
LIVING RM
154 SF
BEDROOM
CL
STAIR
D
153 SF
BEDROOM
W/D
CL
W/D
154 SF
BEDROOM
CL
154 SF
BEDROOM
W/D
CL
W/D
153 SF
BEDROOM
CL
293 SF
LIVING RM
NN
ROOFMEMBRANE
WEATHERBARRIER
ALUCOBOND ALUMINUMCOMPOSITE MATERIAL
ACM SYSTEMEXTRUSIONS AND CLIPS
THERMALSEPARATOR
WEATHER BARRIER
ALUCOBOND ALUMINUMCOMPOSITE MATERIAL
THERMALSEPARATOR
ACM SYSTEMEXTRUSIONS AND CLIPS
SEAL
ACM SYSTEMEXTRUSIONS AND CLIPS
THERMALSEPARATOR
ALUCOBOND ALUMINUMCOMPOSITE MATERIAL
WEATHER BARRIER
MINERAL WOOLINSULATION
SHEATHING BOARD,BREATH MEMBRANE,
AND RIGID INSULATIONBOARD
ALUMINUMMULLION
FLOORANCHOR
OPTIONALSUBBASE
LEVELINGSCREW
ALUMINUMMULLION
WINDOW
8" CONCRETE SLAB
PTAC UNIT
8"
SEAL
ACM SYSTEMEXTRUSIONS AND CLIPS
THERMALSEPARATOR
ALUCOBOND ALUMINUMCOMPOSITE MATERIAL
WEATHER BARRIER
MINERAL WOOLINSULATION
SHEATHING BOARD,BREATH MEMBRANE,
AND RIGID INSULATIONBOARD
FLOORANCHOR
ALUMINUMMULLION
WINDOW
8" CONCRETESLAB
8"
Scale
Project numberDateDrawn byChecked by
Architect - Collaborative Design6 Metrotech CenterBrooklyn, NY 111201(559) 464-5547Mark Milkis ([email protected])Jimmy Liang ([email protected])Leifu Wang ([email protected])
Structural Engineer - Collaborative Design6 Metrotech CenterBrooklyn, NY 111201(559) 464-5547Mark Milkis ([email protected])Jimmy Liang ([email protected])Leifu Wang ([email protected])
Construction Manager - Collaborative Design6 Metrotech CenterBrooklyn, NY 111201Rajai Fakhouri ([email protected])
As indicated
5/16
/201
5 7:
25:4
5 AM
A-103
Typical Floor Plan
15.1
Shuriken Tower
Aboumoussa LLC
Issue DateAuthor
Checker
1/8" = 1'-0"12nd Floor
1 1/2" = 1'-0"2Parapet Condition Detail
1 1/2" = 1'-0"3Window Head Detail
1 1/2" = 1'-0"4Window Sill Detail W. PTAC Unit
1 1/2" = 1'-0"5Window Sill Detail
Appartment Schedule
APT A 881 SFAPT B 443 SFAPT C 732 SFAPT D 732 SFAPT E 732 SFAPT F 428 SFAPT G 880 SFAPT H 827 SFAPT I 478 SFAPT J 935 SFAPT K 424 SFAPT L 732 SFAPT M 732 SFAPT N 732 SFAPT O 881 SFAPT P 478 SFAPT Q 941 SFAPT R 428 SFAPT S 734 SFAPT T 732 SFAPT U 425 SFAPT V 935 SFAPT W 478 SFAPT X 881 SF24 16603 SF
UPUP
UP
UP
207 SF
BEDROOM
CL
146 SF
BEDRROM
CL
148 SF
BEDROOM
239 SF
OFFICE
W/D
CL
1239 SF
LR/DA
205 SF
BEDROOM
CL
144 SF
BEDRROM
CL
145 SF
BEDROOM
233 SF
OFFICE
W/D
CL
709 SF
LR/DA
207 SF
BEDROOM
CL
146 SF
BEDRROM
CL
148 SF
BEDROOM
239 SF
OFFICE
W/D
CL
1229 SF
LR/DA
207 SF
BEDROOM
CL
145 SF
BEDRROMCL
147 SF
BEDROOM
237 SF
OFFICE
W/D
CL
702 SF
LR/DA
4"
GUARDRAIL
STAIR A
SE1
PE2
PE3
PE5
PE4STAIR
E
ELEC
TRICAL
CLOS
ET
GARBA
GE
ELEVATOR
ALCOVE
ELEVATOR
ALCOVE
STAIR C
NN
KITCHEN
KITCHEN
KITCHEN
KITCHEN
Scale
Project numberDateDrawn byChecked by
Architect - Collaborative Design6 Metrotech CenterBrooklyn, NY 111201(559) 464-5547Mark Milkis ([email protected])Jimmy Liang ([email protected])Leifu Wang ([email protected])
Structural Engineer - Collaborative Design6 Metrotech CenterBrooklyn, NY 111201(559) 464-5547Mark Milkis ([email protected])Jimmy Liang ([email protected])Leifu Wang ([email protected])
Construction Manager - Collaborative Design6 Metrotech CenterBrooklyn, NY 111201Rajai Fakhouri ([email protected])
1/8" = 1'-0"
5/16
/201
5 7:
25:5
2 AM
A-104
Penthouse Level 1 Plan
15.1
Shuriken Tower
Aboumoussa LLC
Issue DateAuthor
Checker
Penthouse Schedule
PH AA 2462 SFPH BB 2296 SFPH CC 2296 SFPH DD 2458 SF4 9511 SF
DNDN
DN
DN
UP
UP
UP
206 SF
BEDROOM
CL
144 SF
BEDRROM
CL
146 SF
BEDROOM
235 SF
OFFICE
W/D
CL
1231 SF
LR/DA
205 SF
BEDROOM
CL
144 SF
BEDRROM
CL
145 SF
BEDROOM
233 SF
OFFICE
W/D
CL
1241 SF
LR/DA
206 SF
BEDROOM
CL
144 SF
BEDRROM
CL
146 SF
BEDROOM
235 SF
OFFICE
W/D
CL
1221 SF
LR/DA
205 SF
BEDROOM
CL
144 SF
BEDRROMCL
146 SF
BEDROOM
234 SF
OFFICE
W/D
CL
1231 SF
LR/DA
STAIR A
SE1
PE2
PE3
PE5
PE4STAIR
E
ELEC
TRICAL
CLOS
ET
GARBA
GE
ELEVATOR
ALCOVE
ELEVATOR
ALCOVE
STAIR C
STAIR A
STAIR E
STAIR C
NN
KITCHEN
KITCHEN
KITCHEN
KITCHEN
Scale
Project numberDateDrawn byChecked by
Architect - Collaborative Design6 Metrotech CenterBrooklyn, NY 111201(559) 464-5547Mark Milkis ([email protected])Jimmy Liang ([email protected])Leifu Wang ([email protected])
Structural Engineer - Collaborative Design6 Metrotech CenterBrooklyn, NY 111201(559) 464-5547Mark Milkis ([email protected])Jimmy Liang ([email protected])Leifu Wang ([email protected])
Construction Manager - Collaborative Design6 Metrotech CenterBrooklyn, NY 111201Rajai Fakhouri ([email protected])
1/8" = 1'-0"
5/16
/201
5 7:
25:5
5 AM
A-105
Penthouse Level 2 - 3Plan
15.1
Shuriken Tower
Aboumoussa LLC
Issue DateAuthor
Checker
Penthouse Schedule
PH AA 2462 SFPH BB 2296 SFPH CC 2296 SFPH DD 2458 SF4 9511 SF
DNDN
DN
DN
UP
DN
GUARDRAIL
Public Roof Terrace
SE1
PE2
PE4
PE3
PE5
STAIR E
ELEC
TRICAL
CLOS
ET
GARBA
GE
STAIR A
STAIR C
ELEVATOR MECHANICAL RM
NN
Stair A Bulkhead Roof
Stair C Bulkhead Roof
Core Bulkhead Roof
LiveRoof, LLCP.O. Box 533Spring Lake, MI 49456
(800) 875-1392www.liveroof.com
NOT TO SCALELITE A
v2012-01-18
LiveRoof LITE SYSTEMOver Conventional Roofing Assembly
LiveRoof Lite Module
LiveRoof Engineered SoilLiveRoof Green Roof Plants (Minimum 95% Soil Coverage at Installation)
Minimum 40-mil Polypropylene or EPDM Slip Sheet, Edges Overlapped & SeamedEPDM, TPO or PVC Waterproofing Membrane
Bonding AdhesiveInsulation
Insulation Adhesive
Moisture Portals
TOP VIEW
SIDE VIEW
ILLUSTRATIONS ARE TO CONCEPTUALLY ASSIST PROFESSIONALS IN DESIGNING LIVEROOFINSTALLATIONS. LIVEROOF DOES NOT ACCEPT RESPONSIBILTY FOR ENGINEERING BASED ONILLUSTRATIONS. A QUALIFIED ROOFING SPECIALIST SHOULD BE CONSULTED TO DETERMINEAPPROPRIATE WATERPROOFING AND ROOF DECK MATERIALS AND SUITABLE DESIGN.
LiveRoof System Saturated Weight: 15-17 lbs / sf
Drainage Holes
Ergonomic Handles
1'.
2'.
1 3/
4.
2 1/
2" .
3/4".
1/2".
Providedby others
Scale
Project numberDateDrawn byChecked by
Architect - Collaborative Design6 Metrotech CenterBrooklyn, NY 111201(559) 464-5547Mark Milkis ([email protected])Jimmy Liang ([email protected])Leifu Wang ([email protected])
Structural Engineer - Collaborative Design6 Metrotech CenterBrooklyn, NY 111201(559) 464-5547Mark Milkis ([email protected])Jimmy Liang ([email protected])Leifu Wang ([email protected])
Construction Manager - Collaborative Design6 Metrotech CenterBrooklyn, NY 111201Rajai Fakhouri ([email protected])
As indicated
5/16
/201
5 7:
25:5
8 AM
A-106
Roof Plan
15.1
Shuriken Tower
Aboumoussa LLC
Issue DateAuthor
Checker
1/8" = 1'-0"1Roof
1/8" = 1'-0"2Bulkhead
1/8" = 1'-0"3Bulkhead Roof
2nd Floor43' - 0"
PH1176' - 6"
PH2186' - 6"
Ground28' - 0"
Cellar13' - 0"
PH3196' - 6"
Sub-Cellar4' - 0"
Roof207' - 6"
Bulkhead217' - 6"
Parking Roof27' - 0"
3A-102
T. Footing0"
3rd Floor52' - 6"
4th Floor62' - 0"
5th Floor71' - 6"
6th Floor81' - 0"
7th Floor90' - 6"
8th Floor100' - 0"
9th Floor109' - 6"
10th Floor119' - 0"
11th Floor128' - 6"
12th Floor138' - 0"
13th Floor147' - 6"
14th Floor157' - 0"
15th Floor166' - 6"
Bulkhead Roof227' - 6"
Scale
Project numberDateDrawn byChecked by
Architect - Collaborative Design6 Metrotech CenterBrooklyn, NY 111201(559) 464-5547Mark Milkis ([email protected])Jimmy Liang ([email protected])Leifu Wang ([email protected])
Structural Engineer - Collaborative Design6 Metrotech CenterBrooklyn, NY 111201(559) 464-5547Mark Milkis ([email protected])Jimmy Liang ([email protected])Leifu Wang ([email protected])
Construction Manager - Collaborative Design6 Metrotech CenterBrooklyn, NY 111201Rajai Fakhouri ([email protected])
1/8" = 1'-0"
5/16
/201
5 7:
26:3
0 AM
A-200
South Elevation
15.1
Shuriken Tower
Aboumoussa LLC
Issue DateAuthor
Checker
2nd Floor43' - 0"
PH1176' - 6"
PH2186' - 6"
Ground28' - 0"
Cellar13' - 0"
PH3196' - 6"
Sub-Cellar4' - 0"
Roof207' - 6"
Bulkhead217' - 6"
Parking Roof27' - 0"
2A-102
T. Footing0"
3rd Floor52' - 6"
4th Floor62' - 0"
5th Floor71' - 6"
6th Floor81' - 0"
7th Floor90' - 6"
8th Floor100' - 0"
9th Floor109' - 6"
10th Floor119' - 0"
11th Floor128' - 6"
12th Floor138' - 0"
13th Floor147' - 6"
14th Floor157' - 0"
15th Floor166' - 6"
Bulkhead Roof227' - 6"
Scale
Project numberDateDrawn byChecked by
Architect - Collaborative Design6 Metrotech CenterBrooklyn, NY 111201(559) 464-5547Mark Milkis ([email protected])Jimmy Liang ([email protected])Leifu Wang ([email protected])
Structural Engineer - Collaborative Design6 Metrotech CenterBrooklyn, NY 111201(559) 464-5547Mark Milkis ([email protected])Jimmy Liang ([email protected])Leifu Wang ([email protected])
Construction Manager - Collaborative Design6 Metrotech CenterBrooklyn, NY 111201Rajai Fakhouri ([email protected])
1/8" = 1'-0"
5/16
/201
5 7:
27:0
3 AM
A-201
West Elevation
15.1
Shuriken Tower
Aboumoussa LLC
Issue DateAuthor
Checker
UP
UPUP
UP
UP
64
24
65
66
62
61
60
63
30 18
50
52
42 6
76
74
25 23
5175
A43 A44 A47 A48
A66 A67 A68 A49
A65 A78 A69 A50
A62 A75 A72 A53
A61 A74 A73 A54
A60 A59 A56 A55
A29 A27 A24 A22
A31
A32
A33
A36
A37
A38
A2 A4 A9 A11
A20
A19
A18
A15
A14
A13
A1 A3 A10 A12
A30 A28 A23 A21
27
A26
21
A25
A5
45
A8
3
A34
A35 A16
A17
A41
A40A42
A63 A76
A64 A77
A71 A52
A70 A51
A39
A6 A748
10
14
246
34
38
A58 A57
A45 A46F16
(-36' - 0")
F12(-28' - 0")
F101(-28' - 0")
F12(-28' - 0")
F12(-28' - 0")
F18(-28' - 0")
F18(-28' - 0")
F12(-28' - 0")
F16(-28' - 0")
F16(-28' - 0")
F16(-28' - 0")
F16(-28' - 0")
F16(-28' - 0")
F18(-28' - 0")
F16(-28' - 0")
F16(-28' - 0")
F18(-28' - 0")
F16(-28' - 0")
F18(-28' - 0")
F12(-28' - 0")
F16(-36' - 0")
F12(-28' - 0")
F12(-28' - 0")
F12(-36' - 0")
F16(-36' - 0")
F18(-28' - 0")
F18(-36' - 0")
F18(-28' - 0")
F16(-28' - 0")
F16(-28' - 0")
F12(-28' - 0")
F12(-28' - 0")
F16(-28' - 0")
F16(-28' - 0")
F16(-28' - 0")
F12(-28' - 0")
F16(-28' - 0")
F12(-28' - 0")
F12(-28' - 0")
F12(-28' - 0")
F12(-28' - 0")
F12(-28' - 0")
F12(-28' - 0")
F12(-28' - 0")
F12(-28' - 0")
F12(-28' - 0")
F12(-28' - 0")
F12(-28' - 0")
F12(-28' - 0")
F12(-28' - 0")
F12(-28' - 0")
F12(-28' - 0")
F12(-28' - 0")
F12(-28' - 0")
F12(-28' - 0")
F12(-28' - 0")
F12(-28' - 0")
F12(-28' - 0")
F12(-28' - 0")
F12(-28' - 0")
F12(-28' - 0")
F12(-28' - 0")
F12(-28' - 0")
F12(-28' - 0")
F12(-28' - 0")
F16(-28' - 0")
F12(-28' - 0")
F16(-28' - 0")
F12(-28' - 0")
F12(-28' - 0")
F16(-28' - 0")
F12(-28' - 0")
F16(-28' - 0")
F12(-28' - 0")
F12(-28' - 0")
F12(-28' - 0")
F12(-28' - 0")
F12(-28' - 0")
F16(-28' - 0")
F16(-28' - 0")
F20(-28' - 0")
F20(-28' - 0")
F20(-28' - 0")
F20(-28' - 0")
F16(-28' - 0")
F12(-28' - 0")
F12(-28' - 0")
F16(-28' - 0")
WF6(-28' - 0")
WF6(-28' - 0")WF6
(-28' - 0")
WF6(-28' - 0")
WF6(-28' - 0")
WF6(-28' - 0")
WF6(-28' - 0")
WF6(-28' - 0")
WF6(-28' - 0")
WF6(-28' - 0")
WF6(-28' - 0")
WF6(-28' - 0")
WF6(-28' - 0")
WF6(-28' - 0")
WF6(-28' - 0")
WF6(-28' - 0")
WF6(-28' - 0")
WF6(-28' - 0")
WF6(-28' - 0")
WF6(-28' - 0")
WF6(-28' - 0")
WF6(-28' - 0")
WF6(-28' - 0")
WF6(-28' - 0")
WF6(-28' - 0")
WF6(-28' - 0")
WF6(-28' - 0")
WF6(-28' - 0")
F20(-28' - 0")
F16(-28' - 0")
F20(-28' - 0")
F16(-28' - 0")
F16(-28' - 0")
F16(-28' - 0")
F18(-28' - 0")
F16(-28' - 0")
F16(-28' - 0")
F20(-28' - 0")
F20(-28' - 0")
F16(-36' - 0")
SW-3
SW-1
SW-6
SW-8
SW-7SW-5
SW-2
SW-4
SW-10
SW-9
SW-12
SW-11
T.O.S. EL. -8'-0"
F101(-28' - 0")
F101(-28' - 0")
F101(-28' - 0")
F101(-28' - 0")
F101(-28' - 0")
2
FO-100
Sim
123 INDICATES COLUMN NUMBER
123 INDICATES COLUMN ABOVE
123 INDICATES COLUMN BELOW
LEGEND:
INDICATES SLAB STEP
FOOTING SCHEDULE
MARK SIZE DEPTH REINF.BOT. E.W.
F12
F16
F18
F20
6'-0" x 6'-0"
8'-0" x 8'-0"
9'-0" x 9'-0"
10'-0" x 10'-0"
2'-0"
2'-6"
2'-6"
3'-0"
11 7#
15 8#
19 8#
25 9#
F101 17'-0" x 8'-0" 2'-6" L26 9, S12 9# #
WF6 CONT. 6'-0" 2'-0" 8 @ 9"#
1. BUILDING DATUM ELEVATION 0'-0" IS EQUALTO ACTUAL ELEVATION 20.00' ALLELEVATIONS OF FLOORS, WALLS, FOOTINGS,ETC., WHOWN ON PLANS OR DETAILS REFERTO DATUM ELEVATION.
2. TOP OF FLOOR SLAB IS AT DATUMELEVATION 4'-0" UNLESS OTHERWISEINDICATED ON PLAN.
3. FOR FOOTING SIZE AND REINFORCEMENT,SEE FOOTING SCHEDULE ON THIS SHEET
4. TOP OF FOOTING ELEVATIONS WITH RESPECTTO GROUND LEVEL ARE INDICATED ON PLAN
5. ALL CONCRETE SHALL BE 28 DAY 4,000 PSINORMAL WEIGHT CONCRETE.
6. ALL ELEVATIONS INDICATED ON PLAN ARERELATIVE TO TOP OF SLAB ELEVATION.
7. SEE THE FOLLOWING DRAWINGS FOR ITEMSNOTED:
COLUMN LAYOUT PLANS S-100'SSTRUCTURAL FRAMING PLANS S-200'SSECTIONS & DETAILS S-300'SSCHEDULES S-400'S
NOTES:
Cellar13' - 0"
Sub-Cellar4' - 0"
Parking Roof27' - 0"
T. Footing0"
2' -
0"
2' - 0"6' - 0"
1' -
0"1'
- 0"
1' -
0"
5@12" E.F.
6@12" E.F.
1' - 0"
#
#
Scale
Project numberDateDrawn byChecked by
Architect - Collaborative Design6 Metrotech CenterBrooklyn, NY 111201(559) 464-5547Mark Milkis ([email protected])Jimmy Liang ([email protected])Leifu Wang ([email protected])
Structural Engineer - Collaborative Design6 Metrotech CenterBrooklyn, NY 111201(559) 464-5547Mark Milkis ([email protected])Jimmy Liang ([email protected])Leifu Wang ([email protected])
Construction Manager - Collaborative Design6 Metrotech CenterBrooklyn, NY 111201Rajai Fakhouri ([email protected])
As indicated
5/16
/201
5 7:
27:0
6 AM
FO-100
Foundation Plan
15.1
Shuriken Tower
Aboumoussa LLC
Issue DateAuthor
Checker
1/8" = 1'-0"1Sub-Cellar
3/8" = 1'-0"2Foundation Wall Section
Scale
Project numberDateDrawn byChecked by
Architect - Collaborative Design6 Metrotech CenterBrooklyn, NY 111201(559) 464-5547Mark Milkis ([email protected])Jimmy Liang ([email protected])Leifu Wang ([email protected])
Structural Engineer - Collaborative Design6 Metrotech CenterBrooklyn, NY 111201(559) 464-5547Mark Milkis ([email protected])Jimmy Liang ([email protected])Leifu Wang ([email protected])
Construction Manager - Collaborative Design6 Metrotech CenterBrooklyn, NY 111201Rajai Fakhouri ([email protected])
3/4" = 1'-0"
5/16
/201
5 7:
27:0
9 AM
S-00
General Notes
15.1
Shuriken Tower
Aboumoussa LLC
Issue DateMM
Checker
UP
UP
UPUP
DN
DNDN
DN
UP
B21(36 x 36)
B2(3
6 x
36)
B4(3
6 x
36)
B7(3
6 x
36)
B9(3
6 x
36)
B19
(36
x 36
)
B12
(36
x 36
)
B14
(36
x 36
)
B17
(36
x 36
)
B13
(36
x 36
)
B11
(36
x 36
)
B18
(36
x 36
)
B20
(36
x 36
)
B3(3
6 x
36)
B1(3
6 x
36)
B8(3
6 x
36)
B10
(36
x 36
)
B15
(36
x 36
)
B16
(36
x 36
)
B5(3
6 x
36) B6
(36
x 36
)
B37(36 x 36)
B22(36 x 36)
B23(36 x 36)
B26(36 x 36)
B27(36 x 36)
B28(36 x 36)
B29(36 x 36)
B30(36 x 36)
B31(36 x 36)
B34(36 x 36)
B35(36 x 36)
B36(36 x 36)
B25(36 x 36)
B24(36 x 36)
B33(36 x 36)
B32(36 x 36)
64
24
65
66
62
61
60
25 63
30 18
23
50
51
52
42
6
76
75
74
A43 A44 A47 A48
A66 A67 A68 A49
A65 A78 A69 A50
A62 A75 A72 A53
A61 A74 A73 A54
A60 A59 A56 A55
A29 A27 A24 A22
A31
A32
A33
A36
A37
A38
A2 A4 A9 A11
A20
A19
A18
A15
A14
A13
A1 A3 A10 A12
A30 A28 A23 A21
27
A26
21
A25
A5
45
A8
3
A34
A35 A16
A17
A41
A40
A42
A63 A76
A64 A77
A71 A52
A70 A51
A39
A6 A748
NN
10
14
2
46
34
38
A58 A57
A45 A46
15'-6
"
1'-4
"
47'-3
"
47'-3
"66
'-9"
87'-6
"
87'-6
"
98'-9
"
249'
-0"
205'
-9"
186'
-9"
167'
-9"
107'-3"
125'-3"
121'-0" 129'-2"
129'-2"
121'-0" 129'-2"
152'-3"
129'-2"
124'-4"
129'-2"
19'-9" 41'-0" 62'-3" 83'-6" 101'-6" 147'-0" 165'-0" 186'-3" 207'-6" 228'-9"
2'-0" 41'-0" 83'-6" 165'-0" 207'-6" 249'-0"
2'-0" 41'-0" 83'-6"
100'-6" 148'-0"
165'-0" 207'-6" 249'-0"
2'-0" 45'-0" 85'-0" 163'-6" 203'-6" 249'-0"
2'-0"
45'-0" 85'-0" 163'-6" 203'-6"
249'-0"
249'-0"
203'-6"163'-6"85'-0"45'-0"
2'-0"
2'-0" 45'-0" 85'-0" 163'-6" 203'-6" 249'-0"
249'-0"207'-6"165'-0"
148'-0"100'-6"
83'-6"41'-0"2'-0"
2'-0" 41'-0" 83'-6" 165'-0" 207'-6" 249'-0"
228'-9"207'-6"186'-3"165'-0"147'-0"137'-6"111'-0"101'-6"83'-6"62'-3"41'-0"19'-9"
2'-0
"
2'-0
"
2'-0
"
2'-0
"
2'-0
"
2'-0
"
2'-0
"
2'-0
"
2'-0
"
2'-0
"
48'-0
"
48'-0
"
48'-0
"
59'-6
"
59'-6
"
48'-0
"
48'-0
"
48'-0
"70
'-6"
70'-6
"
70'-6
"
70'-6
"
70'-6
"
70'-6
"93
'-0"
93'-0
"
93'-0
"
93'-0
"
93'-0
"
93'-0
"11
3'-6
"
115'
-6"
115'
-6"
115'
-6"
115'
-6"
113'
-6"
140'
-0"
138'
-0"
138'
-0"
138'
-0"
138'
-0"
126'
-9"
24'-3"
140'
-0"
145'
-11"
24'-6"
160'
-6"
160'
-6"
160'
-6"
160'
-6"
160'
-6"
160'
-6"
183'
-0"
183'
-0"
183'
-0"
183'
-0"
183'
-0"
183'
-0"
205'
-6"
205'
-6"
205'
-6"
205'
-6"
205'
-6"
205'
-6"
249'
-0"
249'
-0"
249'
-0"
249'
-0"
249'
-0"
249'
-0"
249'
-0"
249'
-0"
249'
-0"
249'
-0"
249'
-0"
249'
-0"
146'
-4"
224'-6"
226'
-6"
226'
-6"
145'-11"105'-1"
101'-6" 47'
-6"
147'-0"
47'-6
"20
6'-0
"
147'-0"120'-10"
205'
-9"
129'-2"
120'-10"
186'
-9"
194'
-0"
16'-6
"
125'-0"141'-9"
15'-6
"
66'-9
"
121'-0"
24'-8"
106'
-1"
98'-9
"
95'-9"
224'-4"
105'
-8"
126'
-9"
224'-10"
211'-4"
211'-4"224'-10"
130'
-4"
121'
-8"
120'
-8"
155'
-3"
152'-3"97'-9"
155'
-3"
167'
-9"
120'-10"
194'
-0"
206'
-0"
101'-6"
124'-3"
120'-8" 130'-2"
130'-2"
226'
-9"
224'
-10"
211'
-4"
211'
-4"
130'
-4"
121'
-8"
130'
-4"
39'-8"26'-2"
39'-8"
124'-3"130'-4"
130'-4"120'-8"
39'-8
"
39'-1
1"26
'-2"
26'-2
"
121'
-10"
142'
-3"
129'
-6"
150'
-0"
143'
-4"
109'
-9"
105'
-3"
122'
-11"
109'
-6"
100'-6"
100'-2"
105'-9"
128'-1" 138'-9"
141'-6"
143'-9"
130'-0"
106'-3"
N 0"E 0"
PROJECT COORDINATE ORIGIN
SW-3
SW-1
SW-6
SW-8
SW-7SW-5
SW-2
SW-4
SW-10
SW-9
SW-12
SW-11
126'
-9"
2'-6" 248'-6" 126
'-9"
2
FO-100
Sim
123 INDICATES COLUMN NUMBER
123 INDICATES COLUMN ABOVE
123 INDICATES COLUMN BELOW
LEGEND:
INDICATES SLAB STEP
1. BUILDING DATUM ELEVATION 0'-0" IS EQUALTO ACTUAL ELEVATION 20.00' ALLELEVATIONS OF FLOORS, WALLS, FOOTINGS,ETC., WHOWN ON PLANS OR DETAILS REFERTO DATUM ELEVATION.
2. TOP OF FLOOR SLAB IS AT DATUMELEVATION 13'-0" UNLESS OTHERWISEINDICATED ON PLAN.
3. TYPICAL SLAB REINFORCING SHALL BE 5BARS @ 12" o.c. BOTTOM EACH WAY. ALL BARSSHOWN ON PLAN ARE ADDITIONAL AND SHALLBE TIED TO TYPICAL REBARS.
4. ALL CONCRETE SHALL BE 28 DAY 4,000 PSINORMAL WEIGHT CONCRETE.
5. ALL ELEVATIONS INDICATED ON PLAN ARERELATIVE TO TOP OF SLAB ELEVATION.
6. SEE THE FOLLOWING DRAWINGS FOR ITEMSNOTED:
COLUMN LAYOUT PLANS S-100'SSTRUCTURAL FRAMING PLANS S-200'SSECTIONS & DETAILS S-300'SSCHEDULES S-400'S
NOTES:
#
Scale
Project numberDateDrawn byChecked by
Architect - Collaborative Design6 Metrotech CenterBrooklyn, NY 111201(559) 464-5547Mark Milkis ([email protected])Jimmy Liang ([email protected])Leifu Wang ([email protected])
Structural Engineer - Collaborative Design6 Metrotech CenterBrooklyn, NY 111201(559) 464-5547Mark Milkis ([email protected])Jimmy Liang ([email protected])Leifu Wang ([email protected])
Construction Manager - Collaborative Design6 Metrotech CenterBrooklyn, NY 111201Rajai Fakhouri ([email protected])
1/8" = 1'-0"
5/16
/201
5 7:
27:1
2 AM
S-101
Cellar Column Layout Plan
15.1
Shuriken Tower
Aboumoussa LLC
Issue DateAuthor
Checker
UP
UP
UP
UP
DN
DN
DNDN
DN
UP
26
64
28
29
24
65
66
62
61
60
25 63
30 18
23
20
19
57
15
1617
12
5859
13
56
50
4
5
51
52
149
36
71 7273
70
42
37
40 41
39
6968 67
35
32 31
33
5554
53
6
11
87
9
76
44
43
75
74
47
T.O.S. EL. -1'-0"
T.O.S. EL. -1'-0"
NN
10
14
246
34
38
22
BEAM FLUSH WITH TOP OF EXTERIOR SLAB
FOUNDATION WALL BELOW
EDGE OF EXTERIOR SLAB
FACE OF EXTERIOR WALL
A2 A4A1 A3
A43 A44 A47 A48
A66 A67 A68 A49
A65 A78 A69 A50
A62 A75 A72 A53
A61 A74
A73 A54
A60 A59 A56 A55
A29 A27 A24 A22
A31
A32
A33
A36
A37
A38
A9 A11
A20
A19
A18
A15
A14
A13
A10 A12
A30 A28 A23 A21
27
A26
21
A25
A5
45
A8
3
A34
A35 A16
A17
A41
A40A42
A63 A76
A64 A77
A71 A52
A70
A51
A39
A6
A748
A58 A57
A45A46
FACE OF BUILDING FACADE
UNDERGROUND PARKING ENTRANCE RAMP
65'-9
"
46'-3
"46
'-3"
46'-3
"46
'-3"
46'-3
"46
'-3"
26'-6
"
15'-6
"
47'-3
"
47'-3
"66
'-9"
87'-6
"
87'-6
"
86'-3
"
98'-9
"
143'
-9"
149'
-3"151'
-4"
152'
-8"
121'
-10"
121'
-10"
121'
-10"
130'
-2"
130'
-2"
130'
-2"
236'
-6"
249'
-7"
236'
-6"
205'
-9"
186'
-3"
165'
-9"
85'-3
"
151'
-4"
149'
-3"
143'
-9"
126'
-6"
109'
-3"
121'
-10"
121'
-10"
121'
-10"
205'
-9"
186'
-9"
167'
-9"
167'
-9"
107'-3"
104'-8"
101'-9"121'-0" 129'-2"
99'-8"129'-2"
98'-4"121'-0" 129'-2"
152'-3"
235'-6"
204'-9"
185'-3"
203'-9"
203'-9"184'-3"163'-6"
163'-6"
164'-9"
129'-2"121'-10"
124'-6"
124'-6"
107'-3"
101'-9"
99'-8" 129'-2"
98'-4"
85'-3"64'-9"
45'-3"
14'-6"
14'-6"
14'-6"
45'-3" 64'-3" 85'-0"
B44(24 x 36)
-1' - 0"
B43(24 x 36)
-1' - 0"
B42(24 x 36)
-1' - 0"
B34(24 x 36)
-1' - 0"
B33(24 x 36)
-1' - 0"
B32(24 x 36)
-1' - 0"
B2(2
4 x
36)
-1' -
0"
B4(2
4 x
36)
-1' -
0"
B10
(24
x 36
)
-1' -
0"
B12
(24
x 36
)
-1' -
0"
B45(24 x 36)
-1' - 0"
B46(24 x 36)
-1' - 0"
B47(24 x 36)
-1' - 0"
B55(24 x 36)
-1' - 0"
B56(24 x 36)
-1' - 0"
B57(24 x 36)
-1' - 0"
B30
(24
x 36
)
-1' -
0"
B23
(24
x 36
)
-1' -
0"
B25
(24
x 36
)
-1' -
0"
B28
(24
x 36
)
-1' -
0"
B24
(24
x 36
)
-1' -
0"
B22
(24
x 36
)
-1' -
0"
B29
(24
x 36
)
-1' -
0"
B31
(24
x 36
)
-1' -
0"
B3(2
4 x
36)
-1' -
0"
B1(2
4 x
36)
-1' -
0"
B11
(24
x 36
)
-1' -
0"
B13
(24
x 36
)
-1' -
0"
B26
(60
x 36
)
-1' -
0"
B27
(60
x 36
)
-1' -
0"
B5(2
4 x
36)
-1' -
0"
B9(2
4 x
36) -1
' - 0
"
B58(60 x 36)
-1' - 0"
B53(60 x 36)
-1' - 0"
B54
(60 x 36)
-1' - 0"
B52(60 x 36)
-1' - 0"
B49(60 x 36)
-1' - 0"
B51(60 x 36)
-1' - 0"
B50(60 x 36)
-1' - 0"
B48(60 x 36)
-1' - 0"
B41(60 x 36)
-1' - 0"
B40(60 x 36)
-1' - 0"
B37(60 x 36)
-1' - 0"
B35(60 x
36)
-1' - 0"
B39(60 x 36)
-1' - 0"
B38(60 x 36)
-1' - 0"
B36(60 x 36)
-1' - 0"
B6(6
0 x
36)
-1' -
0"
B7(6
0 x
36) -
1' -
0"
B8(60 x 36)
-1' - 0"
B19
(60
x 36
)
-1' -
0"
B18
(60
x 36
)
-1' -
0"
B17
(60
x 36
)
-1' -
0"
B16
(60
x 36
)
-1' -
0"
B20(60 x 36)
-1' - 0"
B21
(60
x 36
)
-1' -
0"
B14
(60
x 36
)
-1' -
0" B15
(60 x 36)
-1' - 0"
20'-0" 41'-3" 62'-6" 83'-9" 101'-6" 147'-0" 165'-3" 186'-6" 207'-9" 229'-0"
2'-0" 41'-0" 83'-6" 165'-0"
207'-6"
249'-0"
2'-0" 41'-0" 83'-6"
100'-6" 148'-0"
165'-0"
207'-6"
249'-0"
2'-0" 45'-0" 85'-0" 163'-6"
203'-6"
249'-0"
2'-0"
45'-0" 85'-0" 163'-6" 203'-6"
249'-0"
249'-0"
203'-6"163'-6"85'-0"45'-0"
2'-0"
2'-0" 45'-0" 85'-0" 163'-6" 203'-6" 249'-0"
249'-0"207'-6"165'-0"
148'-0"100'-6"
83'-6"41'-0"2'-0"
2'-0" 41'-0" 83'-6" 165'-3" 249'-0"
229'-0"207'-9"186'-6"165'-3"147'-3"137'-6"
111'-0"101'-9"83'-9"62'-6"41'-3"20'-0"
2'-0
"
2'-0
"
2'-0
"
2'-0
"
2'-0
"
2'-0
"
2'-0
"
2'-0
"
2'-0
"
2'-0
"
47'-9
"
45'-9
"48'-0
"
59'-6
"
59'-6
"
48'-0
"
47'-9
"
47'-9
"70
'-3"
70'-3
"
70'-6
"
70'-6
"
68'-3
"
70'-3
"92
'-9"
90'-9
"93'-0
"
93'-0
"
92'-9
"
92'-9
"11
3'-6
"
115'
-6"
115'
-6"
115'
-6"
115'
-6"
113'
-6"
140'
-0"
138'
-0"
138'
-0"
138'
-0"
138'
-0"
126'
-9"
24'-3"
140'
-0"
145'
-11"
24'-6"
160'
-3"
160'
-3"
160'
-6"
160'
-6"
160'
-3"
160'
-3"
182'
-9"
182'
-9"
183'
-0"
183'
-0"
182'
-9"
182'
-9"
205'
-3"
205'
-3"
205'
-6"
205'
-6"
205'
-3"
249'
-0"
249'
-0"
249'
-0"
249'
-0"
249'
-0"
249'
-0"
249'
-0"
249'
-0"
249'
-0"
249'
-0"
249'
-0"
249'
-0"
26'-2
"
124'-3"
184'-3"
PROJECT COORDINATE ORIGIN
146'
-4"
224'-6"
116'-2"
186'
-9"
126'
-6"
235'-6"224'-10"
211'-4"
211'-4"224'-10"
130'
-4"
126'
-9"
120'
-8"
121'
-6"
109'
-3"
105'
-8"
103'
-9"
101'
-8"
100'
-4"
164'-9"185'-3"
204'-9"
224'-4"
235'-6"
150'-8"
86'-3
"
66'-9
"
66'-9
"
66'-9
"
116'-2" 121'-0" 130'-10"149'-4"
147'-3"
145'-4"
141'-9"125'-0"
125'-3"
120'-8" 129'-4"
130'-4"
46'-3
"
26'-8
"
15'-6
"
3'-4
"16
'-6"
26'-2
"39
'-11"
39'-8
"
98'-9
"100'
-4"
101'
-8"
103'
-9"10
6'-1
"
130'
-2"
95'-9"85'-3"
64'-9"
45'-3"
24'-8"
45'-3" 64'-3"
64'-3"
64'-3"
85'-0"
134'
-10"
130'
-2"
120'
-2"
130'
-2"
130'
-4"
130'
-4"
26'-2" 39'-8"
39'-8"
121'
-8"
186'
-9"
130'-10"
120'-10" 129'-2"
205'
-9"
226'
-9"
224'
-10"
211'
-4"
211'
-4"
124'-3"
130'-2"
130'-2"120'-8"
120'-10"
186'
-9"
194'
-0"
155'
-3"
97'-9"
141'-9"
144'-11"
147'-3"
149'-4"
150'-8"
152'-3"
155'
-3"
165'
-9"
186'
-3"
193'
-11"
205'
-9"
226'
-4"
236'
-6"
105'
-3"
121'
-10"
150'
-10"
150'
-0"
143'
-4"
142'
-3"
109'
-9"
122'
-11"
109'
-6"
100'-2"
105'-9"
106'-3"
121'-10"130'-0"
143'-9"
141'-6"
138'-9"128'-1"
149'-8"
120'
-8"
N 0"E 0"
SW-3
SW-1
SW-6
SW-8
SW-7SW-5
SW-2
SW-4
SW-10
SW-9
SW-12
SW-11
105'-1" 226
'-6"
207'-6" 205
'-6"
126'
-9"
250'-0"1'-0"
126'
-9"
2
FO-100
Sim
123 INDICATES COLUMN NUMBER
123 INDICATES COLUMN ABOVE
123 INDICATES COLUMN BELOW
LEGEND:
INDICATES SLAB STEP
1. BUILDING DATUM ELEVATION 0'-0" IS EQUALTO ACTUAL ELEVATION 20.00' ALLELEVATIONS OF FLOORS, WALLS, FOOTINGS,ETC., WHOWN ON PLANS OR DETAILS REFERTO DATUM ELEVATION.
2. TOP OF FLOOR SLAB IS AT DATUMELEVATION 28'-0" UNLESS OTHERWISEINDICATED ON PLAN.
3. TYPICAL SLAB REINFORCING SHALL BE 5BARS @ 12" o.c. BOTTOM EACH WAY. ALLBARS SHOWN ON PLAN ARE ADDITIONAL ANDSHALL BE TIED TO TYPICAL REBARS.
4. ALL CONCRETE SHALL BE 28 DAY 4,000 PSINORMAL WEIGHT CONCRETE.
5. ALL ELEVATIONS INDICATED ON PLAN ARERELATIVE TO TOP OF SLAB ELEVATION.
6. SEE THE FOLLOWING DRAWINGS FOR ITEMSNOTED:
COLUMN LAYOUT PLANS S-100'SSTRUCTURAL FRAMING PLANS S-200'SSECTIONS & DETAILS S-300'SSCHEDULES S-400'S
NOTES:
#
Scale
Project numberDateDrawn byChecked by
Architect - Collaborative Design6 Metrotech CenterBrooklyn, NY 111201(559) 464-5547Mark Milkis ([email protected])Jimmy Liang ([email protected])Leifu Wang ([email protected])
Structural Engineer - Collaborative Design6 Metrotech CenterBrooklyn, NY 111201(559) 464-5547Mark Milkis ([email protected])Jimmy Liang ([email protected])Leifu Wang ([email protected])
Construction Manager - Collaborative Design6 Metrotech CenterBrooklyn, NY 111201Rajai Fakhouri ([email protected])
1/8" = 1'-0"
5/16
/201
5 7:
27:1
5 AM
S-102
Ground Floor ColumnLayout Plan
15.1
Shuriken Tower
Aboumoussa LLC
Issue DateAuthor
Checker
UP
DN
DN
DN
DN
UP
UP
UP
UP
UPDN
26
6427
28
29
24
65
66
62
61
60
25
63
30 18
23
20
19
21
57
15
1617
12
5859
13
56
50 3
4
5
48
51
52
1
49
36
71 7273
70
42
37
4041
39
69 68 67
35
32
31
33
555453
6
11
87
9
7645
44
43
75
74
47
NN
22
10
14
246
34
38
8"
FACE OF BUILDIG
EDGE OF SLAB
65'-9
"
46'-3
"46
'-3"
46'-3
"46
'-3"
46'-3
"46
'-3"
26'-6
"
15'-6
"
1'-4
"14
'-6"
15'-6
"
26'-6
"
47'-3
"
47'-3
"
46'-3
"
66'-9
"
66'-9
"
65'-9
"86
'-3"87'-6
"
87'-6
"
86'-3
"
98'-9
"
98'-4
" 99'-8
" 101'
-9"
105'
-1" 107'
-3"
126'
-6"
143'
-9"14
6'-4
"
149'
-3"151'
-4"
152'
-8"
152'
-3"
121'
-10"
121'
-10"
121'
-10"
130'
-2"
130'
-2"
130'
-2"
226'
-6"
165'
-9"
186'
-3"
205'
-9"
236'
-6"
236'
-6"
249'
-7"
236'
-6"
226'
-6"
205'
-9"
186'
-3"
165'
-9"
152'
-3"
152'
-8"
151'
-4"
149'
-3"
145'
-11"
143'
-9"
126'
-6"
109'
-3"
105'
-1"
101'
-9"
99'-8
"
98'-4
"
98'-9
"
121'
-10"
121'
-10"
121'
-10"
129'
-2"
129'
-2"
129'
-2"
205'
-9"
205'
-9"
186'
-9"
186'
-9"
167'
-9"
167'
-9"
107'-3"
125'-3"
143'-9"
146'-4"
149'-3"
125'-0"
104'-8"
101'-9"121'-0" 129'-2"
99'-8"122'-0" 129'-2"
151'-4"
98'-4"121'-0" 129'-2"
152'-8"
152'-3" 165'-9"186'-3"
205'-9"
226'-6"
236'-6"
236'-6"
235'-6"
224'-6"
204'-9"
185'-3"
203'-9"
203'-9"184'-3"163'-6"
163'-6"
164'-9"152'-3"
152'-8"
129'-2"121'-10"
151'-4"
149'-3"
145'-11"
143'-9"124'-6"
124'-6"
107'-3"
105'-1"
101'-9"
99'-8" 121'-10" 129'-2"
98'-4"
98'-9"85'-3"64'-9"
45'-3"
24'-6"
14'-6"
14'-6"
14'-6"
24'-6"
45'-3"
64'-9"
45'-3"
45'-3"
64'-3"
64'-3"
85'-0"
85'-0"
85'-3" 98'-9"
184'-3"
184'-3"
PROJECT COORDINATE ORIGINN 0"E 0"
SW-3
SW-1
SW-6
SW-8
SW-7SW-5
SW-2
SW-4
SW-10
SW-9
SW-12
SW-11
1. BUILDING DATUM ELEVATION 0'-0" IS EQUALTO ACTUAL ELEVATION 20.00' ALLELEVATIONS OF FLOORS, WALLS, FOOTINGS,ETC., WHOWN ON PLANS OR DETAILS REFERTO DATUM ELEVATION.
2. TOP OF 2ND FLOOR SLAB IS AT DATUMELEVATION 43'-0" UNLESS OTHERWISEINDICATED ON PLAN. FLOOR TO FLOORHEIGHT FOR FLOORS 2 - 14 SHALL BE 9'-6".
3. TYPICAL SLAB REINFORCING SHALL BE 4BARS @ 12" o.c. BOTTOM EACH WAY. ALL BARSSHOWN ON PLAN ARE ADDITIONAL AND SHALLBE TIED TO TYPICAL REBARS.
4. ALL CONCRETE SHALL BE 28 DAY 4,000 PSINORMAL WEIGHT CONCRETE.
5. ALL ELEVATIONS INDICATED ON PLAN ARERELATIVE TO TOP OF SLAB ELEVATION.
6. SEE THE FOLLOWING DRAWINGS FOR ITEMSNOTED:
COLUMN LAYOUT PLANS S-100'SSTRUCTURAL FRAMING PLANS S-200'SSECTIONS & DETAILS S-300'SSCHEDULES S-400'S
NOTES:
#
123 INDICATES COLUMN NUMBER
123 INDICATES COLUMN ABOVE
123 INDICATES COLUMN BELOW
LEGEND:
INDICATES SLAB STEP
Scale
Project numberDateDrawn byChecked by
Architect - Collaborative Design6 Metrotech CenterBrooklyn, NY 111201(559) 464-5547Mark Milkis ([email protected])Jimmy Liang ([email protected])Leifu Wang ([email protected])
Structural Engineer - Collaborative Design6 Metrotech CenterBrooklyn, NY 111201(559) 464-5547Mark Milkis ([email protected])Jimmy Liang ([email protected])Leifu Wang ([email protected])
Construction Manager - Collaborative Design6 Metrotech CenterBrooklyn, NY 111201Rajai Fakhouri ([email protected])
1/8" = 1'-0"
5/16
/201
5 7:
27:1
9 AM
S-103
Typical Floor ColumnLayout Plan
15.1
Shuriken Tower
Aboumoussa LLC
Issue DateAuthor
Checker
1/8" = 1'-0"12nd Floor Column Layout
UP
UP
UPUP
DN
DNDN
DN
UP
64
24
65
66
62
61
60
25
63
30 18
23
50
51
52
42
6
76
75
74
A43 A44A47 A48
A66 A67A68 A49
A65 A78 A69 A50
A62 A75 A72 A53
A61 A74A73 A54
A60 A59A56 A55
A29 A27 A24 A22
A31
A32
A33
A36
A37
A38
A2 A4 A9 A11
A20
A19
A18
A15
A14
A13
A1 A3 A10 A12
A30 A28 A23 A21
27
A26
21
A25
A5
45
A8
3
A34
A35
A16
A17
A41
A40A42
A63 A76
A64 A77
A71 A52
A70 A51
A39
A6 A748
NN
10
14
2
46
34
38
A58 A57
A45 A46
SW-3
SW-1
SW-6
SW-8
SW-7SW-5
SW-2
SW-4
SW-10
SW-9
SW-12
SW-11
B21(36 x 36)
B2(3
6 x
36)
B4(3
6 x
36)
B7(3
6 x
36)
B9(3
6 x
36)
B19
(36
x 36
)B12
(36
x 36
)
B14
(36
x 36
)
B17
(36
x 36
)
B13
(36
x 36
)
B11
(36
x 36
)
B18
(36
x 36
)
B20
(36
x 36
)
B3(3
6 x
36)
B1(3
6 x
36)
B8(3
6 x
36)
B10
(36
x 36
)
B15
(36
x 36
)
B16
(36
x 36
)
B5(3
6 x
36)
B6(3
6 x
36)
B37(36 x 36)
B22(36 x 36)
B23(36 x 36)
B26(36 x 36)
B27(36 x 36)
B28(36 x 36)
B29(36 x 36)
B30(36 x 36)
B31(36 x 36)
B34(36 x 36)
B35(36 x 36)
B36(36 x 36)
B25(36 x 36)
B24(36 x 36)
B33(36 x 36)
B32(36 x 36)
43T512 x 15'-6"S.T. 2'-0"
43T512 x 15'-6"S.T. 2'-0"
43T512 x 15'-6"S.T. 2'-0"
43T512 x 15'-6"S.T. 2'-0"
43T512 x 6'-6"ALT. 2'-0"
43T512 x 15'-6"S.T. 2'-0"
43T512 x 15'-6"S.T. 2'-0"
43T512 x 15'-6"S.T. 2'-0"
43T512 x 15'-6"S.T. 2'-0"
43T512 x 6'-6"ALT. 2'-0"
7T512 x 17'-0"S.T. 2'-0"
5T512 x 23'-0"S.T. 2'-0"
11T512 x 26'-0"ALT. 2'-0"
15T612 x 15'-6"S.T. 2'-0"
C512 x 23'-0"
7T512 x 17'-0"S.T. 2'-0"
11T512 x 26'-0"ALT. 2'-0"
C512 x 23'-0"
9T512 x 21'-0"S.T. 2'-0"
25T612 x 10'-0"S.T. 2'-0"
C512 x 20'-0"
C512 x 21'-0"C512 x 10'-0"
C512 x 22'-0"
C65 x 10'-0"
11T512 x 22'-0"S.T. 2'-0"
13T512 x 10'-0"S.T. 2'-0"
C512 x 22'-6"
15T612 x 15'-6"S.T. 2'-0"
12T512 x 10'-0"S.T. 2'-0"
C512 x 10'-0"
C512 x 10'-0"
13T512 x 10'-0"S.T. 2'-0"
12T512 x 6'-0"ALT. 2'-0"
7T512 x 6'-0"ALT. 2'-0"
9T512 x 4'-0"ALT. 2'-0"
7T510 x 27'-0"S.T. 2'-0"
7T512 x 13'-6"
ALT. 2'-0"
8T512 x 13'-6"
ALT. 2'-0"
9T512 x 18'-0
"
ALT. 2'-0"
19T5
12 x
18'-0"
ALT. 2'-0"
8T512 x 7'-0"
ALT. 2'-0"
2T512 x 11'-0"
2T512 x 3'-
0"
ALT. 2'-0
"2T512 x 3'-0"
ALT. 2'-0"
2T512 x 3'-0"
ALT. 2'-0"
3T512 x 18'-0
"
ALT. 2'-0"
9T512 x 40'-0"
S.T. 2'-0"
23T5
12 x 15
'-0"
ALT. 2'-0"
3T512 x 13'-6"
ALT. 2'-0"
1T58 x 6'-8"2T512 x 15'-0"
ALT. 2'-0"
3T512 x 15'-0
"
ALT. 2'-0"
7T512 x 40
'-0"
ALT. 2'-0"
10T5
6 x 20
'-0"
ALT. 2'-0"
10T5
6 x 20
'-0"
ALT. 2'-0"
10T56 x 18'-0"
ALT. 2'-0"
10T5
6 x 18'-0
"
ALT. 2'-0"
10T5
6 x 18'-0
"
ALT. 2'-0"
10T56 x 19'-6"
ALT. 2'-0"
10T56 x 39'-0"
S.T. 2'-0"
9T512 x 40'-0"
S.T. 2'-0"
3T51
0 x
4'-0"
ALT. 2'-0
"3T510 x
4'-0"ALT. 2'-0"
3T510 x 4'-0"ALT. 2'-0"
3T51
0 x
4'-0"
ALT. 2'-0
"
7T512 x 12'-0"ALT. 2'-0"
7T510 x 27'-0"S.T. 2'-0"
85T
612 x
15'-6
"S.T. 2'-0"
85T
512 x
14'-0"
S.T. 2'-0"
85T
612 x
20'-0
"S.T. 2'-0"
21T
512 x
12'-0
"S.T. 2'-0"
9T51
2 x
13'-0
"ALT. 2'-0
"
9T512 x 10'-6"ALT. 2'-0"
9T51
2 x
4'-0"
ALT. 2'-0"
5T51
2 x
8'-0"
S.T. 2'-0"
C51
2 x
35'-0
"
85T
512 x
15'-6
"S.T. 2'-0"
85T
512 x
10'-0
"S.T. 2'-0"
5T51
2 x
20'-0
"S.T. 2'-0"
21T
512 x
12'-0
"S.T. 2'-0"
9T51
2 x
13'-0
"ALT. 2'-0
"
45T
512 x
7'-6"
ALT. 2'-0
"
C51
0 x
14'-0"
9T51
0 x
14'-0
"S.T. 2'-0"
15T51
2 x
12'-0"
S.T. 2'-0"
10T51
2 x
12'-0"
S.T. 2'-0"
10T51
2 x
10'-0
"S.T. 2'-0"
17T51
2 x
12'-0"
S.T. 2'-0"
C51
2 x
14'-0"
C51
2 x
14'-0"
C51
2 x
14'-0"
C51
2 x
14'-0"
9T51
0 x
7'-6
"ALT. 2'-0
"
5T51
2 x
32'-0"
S.T. 2'-0"
5T51
2 x
32'-0"
S.T. 2'-0"
7T61
2 x
14'-0"
S.T. 2'-0"
C51
0 x
14'-0"
9T51
0 x
14'-0
"S.T. 2'-0"
15T51
2 x
12'-0
"S.T. 2'-0"
10T51
2 x
12'-0"
S.T. 2'-0"
10T51
2 x
10'-0
"S.T. 2'-0"
17T51
2 x
12'-0"
S.T. 2'-0"
C51
2 x
14'-0"
C51
2 x
14'-0"
C51
2 x
14'-0"
7T61
2 x
14'-0"
S.T. 2'-0"
21T
512 x
13'-0
"S.T. 2'-0"
21T
512 x
13'-0
"S.T. 2'-0"
9T512 x 4'-0"ALT. 2'-0"
7T510 x 27'-0"S.T. 2'-0"
7T510 x 27'-0"S.T. 2'-0"
85T
612 x
15'-6
"S.T. 2'-0"
85T
512 x
14'-0"
S.T. 2'-0"
85T
612 x
20'-0
"S.T. 2'-0"
21T
512 x
12'-0
"S.T. 2'-0"
9T51
2 x
13'-0
"ALT. 2'-0
"
9T512 x 10'-6"ALT. 2'-0"
5T51
2 x
8'-0"
S.T. 2'-0"
C51
2 x
35'-0
"
85T
512 x
15'-6
"S.T. 2'-0"
85T
512 x
10'-0
"S.T. 2'-0"
5T51
2 x
20'-0
"S.T. 2'-0"
21T
512 x
12'-0
"S.T. 2'-0"
9T51
2 x
13'-0
"ALT. 2'-0
"
21T
512 x
13'-0
"S.T. 2'-0"
21T
512 x
13'-0
"S.T. 2'-0"
5T512 x 9'-6"S.T. 2'-0"
5T512 x 23'-0"S.T. 2'-0"
11T512 x 22'-0"S.T. 2'-0"
C51
2 x
14'-0"
7T51
2 x
14'-0"
S.T. 2'-0"
7T51
2 x
14'-0"
S.T. 2'-0"
2T512 x 7'-6"
ALT. 2'-0"
43T512 x 15'-6"S.T. 2'-0"
43T512 x 15'-6"S.T. 2'-0"
43T512 x 15'-6"S.T. 2'-0"
43T512 x 15'-6"S.T. 2'-0"
43T512 x 6'-6"ALT. 2'-0"
43T512 x 15'-6"S.T. 2'-0"
43T512 x 15'-6"S.T. 2'-0"
43T512 x 15'-6"S.T. 2'-0"
43T512 x 15'-6"S.T. 2'-0"
43T512 x 6'-6"ALT. 2'-0"
7T512 x 23'-0"S.T. 2'-0"
5T512 x 23'-0"S.T. 2'-0"
11T512 x 26'-0"ALT. 2'-0"
15T612 x 15'-6"S.T. 2'-0"
C512 x 23'-0"
7T512 x 23'-0"S.T. 2'-0"
11T512 x 26'-0"ALT. 2'-0"
9T512 x 21'-0"S.T. 2'-0"
25T612 x 10'-0"S.T. 2'-0"
C512 x 20'-0"
C512 x 21'-0"C512 x 10'-0"
C512 x 22'-0"
C65 x 10'-0"
11T512 x 22'-0"S.T. 2'-0"
13T512 x 10'-0"S.T. 2'-0"
C512 x 22'-6"
15T612 x 15'-6"S.T. 2'-0"
12T512 x 10'-0"S.T. 2'-0"
C512 x 10'-0"
C512 x 10'-0"
13T512 x 10'-0"S.T. 2'-0"
9T51
2 x
4'-0"
ALT. 2'-0
"45T
512 x
5'-0"
ALT. 2'-0
"
C51
0 x
14'-0"
9T51
0 x
21'-
0"S.T. 2'-0"
15T51
2 x
12'-0
"S.T. 2'-0"
10T51
2 x
12'-0"
S.T. 2'-0"
10T51
2 x
10'-0
"S.T. 2'-0"
17T51
2 x
12'-0
"S.T. 2'-0"
C51
2 x
14'-0"
C51
2 x
14'-0"
C51
2 x
14'-0"
C51
2 x
14'-0"
9T51
0 x
4'-0"
ALT. 2'-0
"
5T51
2 x
29'-0
"S.T. 2'-0"
5T51
2 x
29'-0
"S.T. 2'-0"
7T61
2 x
14'-0"
S.T. 2'-0"
C51
0 x
14'-0"
9T51
0 x
21'-
0"S.T. 2'-0"
15T51
2 x
12'-0
"S.T. 2'-0"
10T51
2 x
12'-0"
S.T. 2'-0"
10T51
2 x
10'-0
"S.T. 2'-0"
17T51
2 x
12'-0
"S.T. 2'-0"
C51
2 x
14'-0"
C51
2 x
14'-0"
C51
2 x
14'-0"
7T61
2 x
14'-0"
S.T. 2'-0"
5T512 x 9'-6"S.T. 2'-0"
5T512 x 23'-0"S.T. 2'-0"
11T512 x 22'-0"S.T. 2'-0"
C51
2 x
14'-0"
7T51
2 x
14'-0"
S.T. 2'-0"
7T51
2 x
14'-0"
S.T. 2'-0"
9T51
2 x
6'-0"
S.T. 2'-0"
C51
2 x
6'-0"
C51
2 x
6'-0"
5T512 x 16'-0"S.T. 2'-0"
5T512 x 15'-6"S.T. 2'-0"
C512 x 23'-0"
5T512 x 16'-0"S.T. 2'-0"
C51
2 x
14'-0"
C51
2 x
14'-0"
C51
2 x
14'-0"
C51
2 x
14'-0"
C512 x 12'-0"
C512 x 12'-0"
C512 x 12'-0"
C512 x 12'-0"
C512 x 24'-0"
C512 x 24'-0"
C512 x 24'-0"C512 x 15'-0"
C512 x 13'-0"
C512 x 12'-0"
C512 x 24'-0"
C512 x 24'-0"
C512 x 24'-0" C512 x 15'-0"
C512 x 13'-0"
C512 x 12'-0"
C512 x 24'-0"
C512 x 24'-0"
C512 x 24'-0" C512 x 15'-0"
C512 x 13'-0"
C512 x 12'-0"
C512 x 24'-0"
C512 x 24'-0"
C512 x 24'-0"C512 x 15'-0"
C512 x 13'-0"
C512 x 12'-0"
C512 x 15'-0"
C512 x 24'-0" C512 x 15'-0"
C512 x 24'-0"
12T512 x 6'-0"ALT. 2'-0"
7T512 x 6'-0"ALT. 2'-0"
7T512 x 12'-0"ALT. 2'-0"
C512 x 24'-0"C512 x 15'-0"
C512 x 24'-0"C512 x 15'-0"
BEAM SCHEDULE
MARK WIDTH DEPTHREINFORCEMENT
B-1
B-2
B-3
B-4
22 9#
BOTTOM TOP STIRRUP
3'-0" 3'-0" 15 9# 4 @ 3"#
22 9#3'-0" 3'-0" 15 9# 4 @ 3"#
22 9#3'-0" 3'-0" 15 9# 4 @ 3"#
22 9#3'-0" 3'-0" 15 9# 4 @ 3"#
B-5 12 9#3'-0" 3'-0" 4 9# 4 @ 6"#
B-7
12 9#3'-0" 3'-0" 4 9# 4 @ 6"#
22 9#3'-0" 3'-0" 15 9# 4 @ 3"#
22 9#3'-0" 3'-0" 15 9# 4 @ 3"#
22 9#3'-0" 3'-0" 15 9# 4 @ 3"#
B-8
B-9
B-10
B-11
B-12
B-13
B-14
B-15
B-16
B-17
B-18
B-19
B-20
B-21
B-22
B-23
B-24
B-25
22 9#3'-0" 3'-0" 15 9# 4 @ 3"#
22 9#3'-0" 3'-0" 15 9# 4 @ 3"#
22 9#3'-0" 3'-0" 15 9# 4 @ 3"#
22 9#3'-0" 3'-0" 15 9# 4 @ 3"#
12 9#3'-0" 3'-0" 4 9# 4 @ 6"#
12 9#3'-0" 3'-0" 4 9# 4 @ 6"#
22 9#3'-0" 3'-0" 15 9# 4 @ 3"#
22 9#3'-0" 3'-0" 15 9# 4 @ 3"#
22 9#3'-0" 3'-0" 15 9# 4 @ 3"#
22 93'-0" 3'-0" 15 9 4 @ 3"## #
32 93'-0" 3'-0" 18 9 2 x 4 @ 3"## #
16 93'-0" 3'-0" 20 9 4 @ 3"## #
16 93'-0" 3'-0" 20 9 4 @ 3"## #
22 93'-0" 3'-0" 8 9 4 @ 3"## #
B-26
B-27
B-28
B-29
B-30
B-31
B-32
B-33
B-34
B-35
B-36
22 93'-0" 3'-0" 8 9 4 @ 3"## #
16 93'-0" 3'-0" 20 9 4 @ 3"## #
16 93'-0" 3'-0" 20 9 4 @ 3"## #
32 93'-0" 3'-0" 18 9 2 x 4 @ 3"## #
32 93'-0" 3'-0" 18 9 2 x 4 @ 3"## #
16 93'-0" 3'-0" 20 9 4 @ 3"## #
16 93'-0" 3'-0" 20 9 4 @ 3"## #
22 93'-0" 3'-0" 8 9 4 @ 3"## #
22 93'-0" 3'-0" 8 9 4 @ 3"## #
16 93'-0" 3'-0" 20 9 4 @ 3"## #
16 93'-0" 3'-0" 20 9 4 @ 3"## #
32 93'-0" 3'-0" 18 9 2 x 4 @ 3"## #
10 93'-0" 3'-0" 12 9 4 @ 6"## #
B-6
22 9#3'-0" 3'-0" 15 9# 4 @ 3"#
B-37
1. BUILDING DATUM ELEVATION 0'-0" IS EQUALTO ACTUAL ELEVATION 20.00' ALLELEVATIONS OF FLOORS, WALLS, FOOTINGS,ETC., WHOWN ON PLANS OR DETAILS REFERTO DATUM ELEVATION.
2. TOP OF FLOOR SLAB IS AT DATUMELEVATION 13'-0" UNLESS OTHERWISEINDICATED ON PLAN.
3. TYPICAL SLAB REINFORCING SHALL BE 5BARS @ 12" o.c. BOTTOM EACH WAY. ALL BARSSHOWN ON PLAN ARE ADDITIONAL AND SHALLBE TIED TO TYPICAL REBARS.
4. ALL CONCRETE SHALL BE 28 DAY 4,000 PSINORMAL WEIGHT CONCRETE.
5. ALL ELEVATIONS INDICATED ON PLAN ARERELATIVE TO TOP OF SLAB ELEVATION.
6. SEE THE FOLLOWING DRAWINGS FOR ITEMSNOTED:
COLUMN LAYOUT PLANS S-100'SSTRUCTURAL FRAMING PLANS S-200'SSECTIONS & DETAILS S-300'SSCHEDULES S-400'S
NOTES:
#
123 INDICATES COLUMN NUMBER
123 INDICATES COLUMN ABOVE
123 INDICATES COLUMN BELOW
LEGEND:
INDICATES SLAB STEP
LAYER 1 - MAIN BOTTOM REINFORCEMENT
LAYER 2
LAYER 4 - MAIN TOP REINFORCEMENT
LAYER 3
1' -
0"
Scale
Project numberDateDrawn byChecked by
Architect - Collaborative Design6 Metrotech CenterBrooklyn, NY 111201(559) 464-5547Mark Milkis ([email protected])Jimmy Liang ([email protected])Leifu Wang ([email protected])
Structural Engineer - Collaborative Design6 Metrotech CenterBrooklyn, NY 111201(559) 464-5547Mark Milkis ([email protected])Jimmy Liang ([email protected])Leifu Wang ([email protected])
Construction Manager - Collaborative Design6 Metrotech CenterBrooklyn, NY 111201Rajai Fakhouri ([email protected])
As indicated
5/16
/201
5 7:
27:2
1 AM
S-201
Cellar Framing Plan
15.1
Shuriken Tower
Aboumoussa LLC
Issue DateAuthor
Checker
1/8" = 1'-0"1Cellar Framing
UP
UP
UP
UP
DN
DN
DNDN
DN
UP
26
64
28
29
24
65
66
62
61
60
25 63
3018
23
20
19
57
15
16
17
12
5859
13
56
50
4
5
51
52
149
36
71 7273
70
42
37
40
41
39
6968
67
35
32
3133
5554
53
6
11
8
7 9
76
44
43
75
74
47
NN
10
14
2
46
34
38
22
A2 A4A1 A3
A43 A44 A47 A48
A66 A67 A68 A49
A65
A78 A69
A50
A62
A75A72
A53
A61 A74 A73 A54
A60 A59A56 A55
A29 A27 A24 A22
A31
A32
A33
A36
A37
A38
A9 A11
A20
A19
A18
A15
A14
A13
A10 A12
A30 A28 A23 A21
27
A26
21
A25
A5
45
A8
3
A34
A35 A16
A17
A41
A40
A42
A63
A76
A64 A77
A71
A52
A70 A51
A39
A6 A748
A58
A57
A45 A46
SW-3
SW-1
SW-6
SW-8
SW-7SW-5
SW-2
SW-4
SW-10
SW-9
SW-12
SW-11
7T512 x 15'-6"S.T. 2'-0"
41T612 x 15'-6"S.T. 2'-0"
7T512 x 15'-6"S.T. 2'-0"
29T612 x 15'-6"S.T. 2'-0"
7T512 x 15'-6"S.T. 2'-0"
39T612 x 15'-6"S.T. 2'-0"
9T512 x 15'-6"S.T. 2'-0"
35T612 x 15'-6"S.T. 2'-0"
7T512 x 15'-6"S.T. 2'-0"
43T612 x 15'-6"S.T. 2'-0"
7T512 x 15'-6"S.T. 2'-0"
31T612 x 15'-6"S.T. 2'-0"
43T612 x 6'-6"ALT. 2'-0"
43T612 x 6'-6"ALT. 2'-0"
45T510 x 6'-6"ALT. 2'-0"
9T512 x 15'-6"S.T. 2'-0"
29T612 x 15'-6"S.T. 2'-0"
7T512 x 15'-6"S.T. 2'-0"
29T612 x 15'-6"S.T. 2'-0"
49T510 x 6'-6"ALT. 2'-0"
7T612 x 17'-0"S.T. 2'-0"
5T612 x 22'-0"S.T. 2'-0"
11T612 x 26'-0"ALT. 2'-0"
15T612 x 15'-6"S.T. 2'-0"
C612 x 20'-0"
7T612 x 17'-0"S.T. 2'-0"
5T612 x 22'-0"S.T. 2'-0"
11T612 x 26'-0"ALT. 2'-0"
C612 x 20'-0"
9T612 x 21'-0"S.T. 2'-0"
13T51
0 x
13'-0"
S.T. 2'-0"
9T66 x 21'-0"S.T. 2'-0"
5T66 x 10'-6"
9T66 x 21'-0"S.T. 2'-0"
5T51
0 x
5'-3
"AL. 2'-0"
5T51
0 x
5'-3
"AL. 2'-0"
5T51
0 x
5'-3
"AL. 2'-0"
5T51
0 x
5'-3
"AL. 2'-0"
5T66 x 4'-0"AL. 2'-0"
5T66 x 4'-0"AL. 2'-0"
25T612 x 10'-0"S.T. 2'-0"
C65 x 20'-0"
C610 x 21'-0"C65 x 10'-0"
C66 x 22'-0"
C65 x 10'-0"
25T65 x 22'-0"S.T. 2'-0"
45T66 x 10'-0"S.T. 2'-0"
C66 x 22'-6"
15T612 x 15'-6"S.T. 2'-0"
25T612 x 10'-0"S.T. 2'-0"
C65 x 10'-0"
C65 x 10'-0"
45T66 x 10'-0"S.T. 2'-0"
7T612 x 6'-0"ALT. 2'-0"
7T610 x 9'-6"S.T. 2'-0"
17T65 x 18'-0"S.T. 2'-0"
17T65 x 18'-0"S.T. 2'-0"
C610 x 20'-0"
C610 x 20'-0"
7T612 x 6'-0"ALT. 2'-0"
9T612 x 4'-0"ALT. 2'-0"
7T610 x 27'-0"S.T. 2'-0"
5T68 x 8'-0"ALT. 2'-0"
5T68 x 8'-0"ALT. 2'-0"
5T68 x 8'-0"S.T. 2'-0"
5T68 x 8'-0"S.T. 2'-0"
29T65 x 15'-0"S.T. 2'-0"
7T612 x 13'-6"
ALT. 2'-0"
8T612 x 13'-6"
ALT. 2'-0"
9T612 x 18'-0"
ALT. 2'-0"
19T6
12 x 18
'-0"
ALT. 2'-0"
8T612 x 7'-0"
ALT. 2'-0"
2T612 x 11'-0"
2T612 x 3'-
0"
ALT. 2'-0
"2T612 x 3'-0"
ALT. 2'-0"
2T612 x 3'-0"
ALT. 2'-0"
3T612 x 18'-0"
ALT. 2'-0"
9T612 x 40'-0"
S.T. 2'-0"
23T6
12 x 15
'-0"
ALT. 2'-0"
3T612 x 13'-6"
ALT. 2'-0"
1T68 x 6'-8"2T612 x 15'-0"
ALT. 2'-0"
3T612 x 15'-0
"
ALT. 2'-0"
7T612 x 40
'-0"
ALT. 2'-0"
10T6
6 x 20
'-0"
ALT. 2'-0"
10T6
6 x 20
'-0"
ALT. 2'-0"
10T66 x 18'-0"
ALT. 2'-0"
10T6
6 x 1
8'-0"
ALT. 2'-0"
10T6
6 x 18'-0
"
ALT. 2'-0"
10T66 x 19'-6"
ALT. 2'-0"
10T66 x 39'-0"
S.T. 2'-0"
9T612 x 40'-0"
S.T. 2'-0"
5T66
x 4
'-0"
ALT. 2'-0
"5T66 x 4'-0"
ALT. 2'-0"5T66 x 4'-0"ALT. 2'-0"
5T66
x 4
'-0"
ALT. 2'-0
"
7T612 x 6'-0"ALT. 2'-0"
7T610 x 9'-6"S.T. 2'-0"
17T65 x 18'-0"S.T. 2'-0"
17T65 x 18'-0"S.T. 2'-0"
C610 x 20'-0"
C610 x 20'-0"
7T610 x 27'-0"S.T. 2'-0"
5T68 x 8'-0"ALT. 2'-0"
5T68 x 8'-0"ALT. 2'-0"
5T68 x 8'-0"S.T. 2'-0"
5T68 x 8'-0"S.T. 2'-0"
29T65 x 15'-0"S.T. 2'-0"
7T612 x 6'-0"ALT. 2'-0"
7T610 x 9'-6"S.T. 2'-0"
17T65 x 18'-0"S.T. 2'-0"
17T65 x 18'-0"S.T. 2'-0"
C610 x 20'-0"
C610 x 20'-0"
7T612 x 6'-0"ALT. 2'-0"
9T612 x 4'-0"ALT. 2'-0"
7T610 x 27'-0"S.T. 2'-0"
5T68 x 8'-0"ALT. 2'-0"
5T68 x 8'-0"ALT. 2'-0"
5T68 x 8'-0"S.T. 2'-0"
5T68 x 8'-0"S.T. 2'-0"
29T65 x 15'-0"S.T. 2'-0"
7T612 x 6'-0"ALT. 2'-0"
7T610 x 9'-6"S.T. 2'-0"
17T65 x 18'-0"S.T. 2'-0"
17T65 x 18'-0"S.T. 2'-0"
C610 x 20'-0"
C610 x 20'-0"
7T610 x 27'-0"S.T. 2'-0"
5T68 x 8'-0"ALT. 2'-0"
5T68 x 8'-0"ALT. 2'-0"
5T68 x 8'-0"S.T. 2'-0"
5T68 x 8'-0"S.T. 2'-0"
29T65 x 15'-0"S.T. 2'-0"
9T612 x 4'-0"ALT. 2'-0"
7T612 x 15'-6"S.T. 2'-0"
13T612 x 26'-0"ALT. 2'-0"
15T612 x 15'-6"S.T. 2'-0"
11T612 x 12'-0"ALT. 2'-0"
9T612 x 21'-0"S.T. 2'-0"
13T51
0 x
13'-0
"S.T. 2'-0"
9T66 x 21'-0"S.T. 2'-0"
5T66 x 10'-6"
9T66 x 21'-0"S.T. 2'-0"
5T51
0 x
5'-3
"AL. 2'-0"
5T51
0 x
5'-3
"AL. 2'-0"
5T51
0 x
5'-3
"AL. 2'-0"
5T66 x 4'-0"AL. 2'-0"
5T66 x 4'-0"AL. 2'-0"
25T612 x 10'-0"S.T. 2'-0"
C65 x 20'-0"
C610 x 21'-0"C65 x 10'-0"
C66 x 22'-0"
C65 x 10'-0"
25T65 x 22'-0"S.T. 2'-0"
45T66 x 10'-0"S.T. 2'-0"
C66 x 22'-6"
15T612 x 15'-6"S.T. 2'-0"
25T612 x 10'-0"S.T. 2'-0"
C65 x 10'-0"
C65 x 10'-0"
45T66 x 10'-0"S.T. 2'-0"
13T612 x 26'-0"ALT. 2'-0" 7T612 x 15'-6"
S.T. 2'-0"
11T612 x 12'-0"ALT. 2'-0"
85T
612 x
15'-6
"S.T. 2'-0"
105T
610
x 15
'-6"
S.T. 2'-0"
109T68
x 2
0'-0
"S.T. 2'-0"
27T
612 x
10'-0
"S.T. 2'-0"
7T51
2 x
9'-0"
S.T. 2'-0"
7T51
2 x
8'-0"
S.T. 2'-0"
C51
2 x
10'-0
"
9T51
2 x
4'-6"
ALT. 2'-0
"
9T612 x 4'-0"ALT. 2'-0"
9T61
2 x
4'-0
"ALT. 2'-0"
21T68 x 6'-0"S.T. 2'-0"
21T68 x 6'-0"S.T. 2'-0"
5T51
2 x
8'-0"
S.T. 2'-0"
5T51
2 x
8'-0"
S.T. 2'-0"
19T68
x 9
'-0"
S.T. 2'-0"
19T68
x 9
'-0"
S.T. 2'-0"
9T61
2 x
19'-0
"S.T. 2'-0"
5T61
0 x
19'-0
"S.T. 2'-0"
5T61
0 x
19'-0
"S.T. 2'-0"
3T61
0 x
4'-0"
AL. 2'-0"
3T61
0 x
4'-0"
AL. 2'-0"
C61
0 x
19'-0
"
19T68
x 13'-0
"S.T. 2'-0"
7T61
2 x
22'-0"
S.T. 2'-0"
85T
612 x
15'-6
"S.T. 2'-0"
105T
610
x 15
'-6"
S.T. 2'-0"
109T68
x 2
0'-0
"S.T. 2'-0"
27T
612 x
10'-0
"S.T. 2'-0"
7T51
2 x
9'-0"
S.T. 2'-0"
9T51
2 x
4'-6"
ALT. 2'-0
"
19T68
x 9
'-0"
S.T. 2'-0"
19T68
x 9
'-0"
S.T. 2'-0"
19T68
x 13'-0
"S.T. 2'-0"
85T
612 x
15'-6
"S.T. 2'-0"
105T
610
x 15
'-6"
S.T. 2'-0"
109T68
x 2
0'-0
"S.T. 2'-0"
27T
612 x
10'-0
"S.T. 2'-0"
7T51
2 x
9'-0"
S.T. 2'-0"
7T51
2 x
8'-0"
S.T. 2'-0"
C51
2 x
10'-0
"
9T51
2 x
4'-6"
ALT. 2'-0
" 5T51
2 x
8'-0"
S.T. 2'-0"
5T51
2 x
8'-0"
S.T. 2'-0"
19T68
x 9
'-0"
S.T. 2'-0"
19T68
x 9
'-0"
S.T. 2'-0"
9T61
2 x
19'-0
"S.T. 2'-0"
5T61
0 x
19'-0
"S.T. 2'-0"
5T61
0 x
19'-0
"S.T. 2'-0"
3T61
0 x
4'-0"
ALT. 2'-0
"
C61
0 x
19'-0
"
19T68
x 13'-0
"S.T. 2'-0"
7T61
2 x
22'-0"
S.T. 2'-0"
85T
612 x
15'-6
"S.T. 2'-0"
105T
610
x 15
'-6"
S.T. 2'-0"
109T68
x 2
0'-0
"S.T. 2'-0"
27T
612 x
10'-0
"S.T. 2'-0"
7T51
2 x
9'-0"
S.T. 2'-0"
9T51
2 x
4'-6"
ALT. 2'-0
"
19T68
x 9
'-0"
S.T. 2'-0"
19T68
x 9
'-0"
S.T. 2'-0"
3T61
0 x
4'-0"
ALT. 2'-0
"
19T68
x 13'-0
"S.T. 2'-0"
5T66
x 10'-6
"
5T66
x 10'-6
"
7T61
2 x
7'-6"
ALT. 2'-0
"
7T61
2 x
7'-6"
ALT. 2'-0"
C61
0 x
14'-0"
9T61
0 x
14'-0"
S.T. 2'-0"
29T68
x 12'-0
"S.T. 2'-0"
17T61
2 x
12'-0"
S.T. 2'-0"
17T61
2 x
10'-0
"S.T. 2'-0"
17T61
2 x
12'-0
"S.T. 2'-0"
C61
2 x
14'-0"
C61
2 x
14'-0"
C61
2 x
14'-0"
C61
2 x
14'-0"
9T61
0 x
6'-0
"ALT. 2'-0
"
5T51
2 x
28'-0"
S.T. 2'-0"
5T51
2 x
28'-0"
S.T. 2'-0"
13T66
x 14'-0"
S.T. 2'-0"
7T61
2 x
7'-6"
ALT. 2'-0"
C61
0 x
14'-0"
9T61
0 x
14'-0"
S.T. 2'-0"
29T68
x 12'-0
"S.T. 2'-0"
17T61
2 x
12'-0
"S.T. 2'-0"
17T61
2 x
10'-0
"S.T. 2'-0"
17T61
2 x
12'-0"
S.T. 2'-0"
C61
2 x
14'-0"
C61
2 x
14'-0"
C61
2 x
14'-0"
29T68
x 12'-0
"S.T. 2'-0"
17T61
2 x
12'-0
"S.T. 2'-0"
17T61
2 x
10'-0
"S.T. 2'-0"
17T61
2 x
12'-0
"S.T. 2'-0"
C61
2 x
14'-0"
C61
2 x
14'-0"
C61
2 x
14'-0"
C61
2 x
14'-0"
29T68
x 12'-0
"S.T. 2'-0"
17T61
2 x
12'-0
"S.T. 2'-0"
17T61
2 x
10'-0
"S.T. 2'-0"
17T61
2 x
12'-0
"S.T. 2'-0"
C61
2 x
14'-0"
C61
2 x
14'-0"
C61
2 x
14'-0"
9T61
0 x
14'-0
"S.T. 2'-0"
5T51
2 x
28'-0"
S.T. 2'-0"
5T51
2 x
28'-0"
S.T. 2'-0"
9T61
0 x
14'-0
"S.T. 2'-0"
13T66
x 14'-0"
S.T. 2'-0"
13T66
x 14'-0
"S.T. 2'-0"
13T66
x 14'-0
"S.T. 2'-0"
C51
2 x
14'-0"
C51
2 x
14'-0"
C51
2 x
14'-0"
C51
2 x
14'-0"
C512 x 12'-0"
C512 x 12'-0"
C512 x 12'-0"
C512 x 12'-0"
C512 x 24'-0"
C512 x 24'-0"
C512 x 24'-0"C512 x 15'-0"
C512 x 13'-0"
C512 x 12'-0"
C512 x 24'-0"
C512 x 24'-0"
C512 x 24'-0" C512 x 15'-0"
C512 x 13'-0"
C512 x 12'-0"
C512 x 24'-0"
C512 x 24'-0" C512 x 15'-0"
C512 x 13'-0"
C512 x 12'-0"
C512 x 24'-0"
C512 x 24'-0"
C512 x 24'-0"C512 x 15'-0"
C512 x 13'-0"
C512 x 12'-0"C512 x 24'-0"
5T612 x 9'-0"S.T. 2'-0"
C612 x 10'-0"
5T512 x 9'-6"S.T. 2'-0"
BEAM SCHEDULE
MARK WIDTH DEPTHREINFORCEMENT
B-1
B-2
B-3
B-4
9 8#
BOTTOM TOP STIRRUP
2'-0" 3'-0" 8 7# 4 @ 12"#
3'-0"
3'-0"
3'-0"
B-5 3'-0"
B-7
3'-0"
3'-0"
3'-0"
3'-0"
B-8
B-9
B-10
B-11
B-12
B-13
B-14
B-15
B-16
B-17
B-18
B-19
B-20
B-21
B-22
B-23
B-24
B-25
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
B-26
B-27
B-28
B-29
B-30
B-31
B-32
B-33
B-34
B-35
B-36
B-37
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
2'-0"
2'-0"
2'-0"
2'-0"
5'-0"
2'-0"
2'-0"
2'-0"
2'-0"
2'-0"
2'-0"
2'-0"
2'-0"
2'-0"
5'-0"
5'-0"
2'-0"
2'-0"
2'-0"
2'-0"
2'-0"
2'-0"
2'-0"
5'-0"
9 8# 8 7# 4 @ 12"#
9 8# 8 7# 4 @ 12"#
9 8# 8 7# 4 @ 12"#
6 7# 5 6# 4 @ 3"#
B-6
5'-0"
5'-0"
15 10# 10 9# 4 @ 3"#
16 10# 8 6# 4 @ 3"#
15 10# 10 9# 4 @ 3"#
6 7# 5 6# 4 @ 3"#
9 8# 8 7# 4 @ 12"#
9 8# 8 7# 4 @ 12"#
9 8# 8 7# 4 @ 12"#
9 8# 8 7# 4 @ 12"#
5'-0"
5'-0"
5'-0"
5'-0"
5'-0"
5'-0"
5'-0"
5'-0"
17 10# 15 9# 2 x 4 @ 3"#
17 10# 15 9# 2 x 4 @ 3"#
30 10# 30 9# 4 x 4 @ 3"#
30 10# 30 9# 4 x 4 @ 3"#
30 10# 30 9# 4 x 4 @ 3"#
30 10# 30 9# 4 x 4 @ 3"#
17 10# 15 9# 2 x 4 @ 3"#
17 10# 15 9# 2 x 4 @ 3"#
9 8# 8 7# 4 @ 12"#
9 8# 8 7# 4 @ 12"#
9 8# 8 7# 4 @ 12"#
9 8# 8 7# 4 @ 12"#
15 9# 11 7# 4 @ 12"#
15 9# 11 7# 4 @ 12"#
9 8 8 7 4 @ 12"
9 8# 8 7# 4 @ 12"#
9 8# 8 7# 4 @ 12"#
9 8# 8 7# 4 @ 12"#
13 9# 8 8# 4 @ 6"#
# # #
6 8# 8 7# 4 @ 12"#
6 8# 8 7# 4 @ 12"#
5'-0"
5'-0"
5'-0"
5'-0"
5'-0"
5'-0"
B-38
B-39
B-40
B-41
B-42
B-43
B-44
B-45
B-46
B-47
B-48
B-49
B-50
B-51
B-52
B-53
B-54
B-55
B-56
14 10# 6 8# 4 @ 3"#
30 10# 14 10# 4 x 4 @ 3"#
3'-0" 14 10# 6 8# 4 @ 3"#
41 10# 26 10# 4 x 4 @ 3"#3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
41 10# 26 10# 4 x 4 @ 3"#
14 10# 6 8# 4 @ 3"#
30 10# 14 10# 4 x 4 @ 3"#
2'-0"
2'-0"
2'-0"
2'-0"
2'-0"
2'-0"
6 8# 8 7# 4 @ 12"#
6 8# 8 7# 4 @ 12"#
13 9# 8 8# 4 @ 6"#
13 9# 8 8# 4 @ 6"#
6 8# 8 7# 4 @ 12"#
6 8# 8 7# 4 @ 12"#
30 10# 14 10# 4 x 4 @ 3"#
14 10# 6 8# 4 @ 3"#
41 10# 26 10# 4 x 4 @ 3"#
41 10# 26 10# 4 x 4 @ 3"#
14 10# 6 8# 4 @ 3"#
30 10# 14 10# 4 x 4 @ 3"#
14 10# 6 8# 4 @ 3"#
6 8# 8 7# 4 @ 12"#
6 8# 8 7# 4 @ 12"#
B-57
5'-0"
5'-0"
5'-0"
5'-0"
5'-0"
5'-0"
5'-0"
2'-0"
2'-0"
2'-0" 13 9# 8 8# 4 @ 6"#3'-0"
B-58 5'-0" 9 9# 18 10# 4 @ 3"#3'-0"
1. BUILDING DATUM ELEVATION 0'-0" IS EQUALTO ACTUAL ELEVATION 20.00' ALLELEVATIONS OF FLOORS, WALLS, FOOTINGS,ETC., WHOWN ON PLANS OR DETAILS REFERTO DATUM ELEVATION.
2. TOP OF FLOOR SLAB IS AT DATUMELEVATION 28'-0" UNLESS OTHERWISEINDICATED ON PLAN.
3. TYPICAL SLAB REINFORCING SHALL BE 5BARS @ 12" o.c. BOTTOM EACH WAY. ALLBARS SHOWN ON PLAN ARE ADDITIONAL ANDSHALL BE TIED TO TYPICAL REBARS.
4. ALL CONCRETE SHALL BE 28 DAY 4,000 P