SHURIKEN TOWER RESIDENTIAL BUILDINGengineering.nyu.edu/files/CE 4822_Spring 2015_Mark Milkis_Drawing... · up up up up up stair b stair d 1 2 3 5 4 i r e i c al clos e t pac t or

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

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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





1/8" = 1'-0"

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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





1/8" = 1'-0"

5/16

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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



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"


Scale





As indicated

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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


THERMALSEPARATOR


SEAL


THERMALSEPARATOR


WEATHER BARRIER

MINERAL WOOLINSULATION

SHEATHING BOARD,BREATH MEMBRANE,

AND RIGID INSULATIONBOARD

ALUMINUMMULLION

FLOORANCHOR

OPTIONALSUBBASE

LEVELINGSCREW

ALUMINUMMULLION

WINDOW

8" CONCRETE SLAB

PTAC UNIT

8"

SEAL


THERMALSEPARATOR


WEATHER BARRIER

MINERAL WOOLINSULATION

SHEATHING BOARD,BREATH MEMBRANE,

AND RIGID INSULATIONBOARD

FLOORANCHOR

ALUMINUMMULLION

WINDOW

8" CONCRETESLAB

8"

Scale





As indicated

5/16

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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





1/8" = 1'-0"

5/16

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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





1/8" = 1'-0"

5/16

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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





As indicated

5/16

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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"


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





1/8" = 1'-0"

5/16

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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"


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





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")

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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")

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F12(-28' - 0")

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F12(-28' - 0")

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F16(-28' - 0")

F12(-28' - 0")

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F12(-28' - 0")

F16(-28' - 0")

F12(-28' - 0")

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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"


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





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





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




LEGEND:

INDICATES SLAB STEP



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.





NOTES:

#

Scale





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




LEGEND:

INDICATES SLAB STEP



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.





NOTES:

#

Scale





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


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".






NOTES:

#




LEGEND:

INDICATES SLAB STEP

Scale





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








NOTES:

#




LEGEND:

INDICATES SLAB STEP

LAYER 1 - MAIN BOTTOM REINFORCEMENT

LAYER 2

LAYER 4 - MAIN TOP REINFORCEMENT

LAYER 3

1' -

0"

Scale





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"



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

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