construction documents project

Sheet Number

Geno Catalano1196 Grovewood Dr

330-573-5449

Revisions

these are site specific drawings for information purposes only. reproduction

of these documents is permitted only with approval of the office.

copyright all rights reserved

Prof. HawkKSU CAED MM II

Fall 4th Year

Addendums

Lakeland CollegeDigital and

Mixed Media Arts Building

Eastlake, Ohio

1 6532 4A

CB

D

G-0.01

Lakeland CollegeDigital and Mixed Media Arts Building

GENERAL NOTES1. COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, LAWS, SAFETY ORDERS, AND DIRECTIVES OF THE STATE, COUNTY, AND CITY.2. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR PROCURING ALL PERMITS, PAYING FEES, CERTIFICATES OF INSPECTION AND APPROVAL, UNLESS OTHERWISE NOTED BY CONTRACT DOCUMENTS.3. THE SUBMISSION OF A BID BY CONTRACTOR SHALL INDICATE THEY HAVE BECOME FAMILIAR WITH THE CONSTRUCTION DOCUMENTS4. PRIOR TO BIDDING EACH CONTRACTOR SHALL VISIT THE SITE, AND VERIFY ALL CONDITIONS. ANY DISCREPENCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO BID OPENING.5. IN THE CASE OF DISCREPENCIES OR INCONSISTENCIES IN THE PROJECT MANUAL AND DRAWINGS THE ARCHITECT SHALL BE NOTIFIED.6. THE BUILDING STRUCTURE AND ALL WORK SHALL BE PROTECTED FROM THE WEATHER, CONSTRUCTION HAZARDS, FIRE, UNNECESSARY INTRUSIONS, DUST, DIRT, OR DEBRIS.7. CONTRACTORS SHALL PROVIDE INSTALL, AND MAINTAIN FOR THE DURATION OF CONSTRUCTION, ALL REQUIRED SCAFFOLDING, TARPAULINS, WARNING SIGNS, FENCES, AND OTHER TEMPORARY CONSTRUCTION ITEMS FOR THE SAFE COMPLETION OF THE WORK. CONTRACTORS SHALL COMPLY WITH ALL LOCAL, COUNTY, STATE, OSHA, AND EPA APPLICABLE REGULATIONS.8. THE CONTRACTOR SHALL DETERMINE CONSTRUCTION METHODS AND SEQUENCES, AND ENSURE THE SAFETY OF THE STRUCTURE AND ITS COMPONENTS DURING CONSTRUCTION.9. EACH CONTRACTOR TO REVIEW THE PROJECT MANUAL AND DRAWINGS FOR THEIR SCOPE OF WORK AND COORDINATE SEQUENCE OF THEIR WORK WITH OTHER CONTRACTORS.

DRAWING INDEXNUMBER

G-0.01

G-0.02

C-1.00

S-1.01

S-1.02/3

S-1.04/5

A-1.01/2

A-1.03/4

A-1.05

A-2.00

A-3.00

A-4.00

A-4.01

A-4.02

A-5.00

SHEET

TITLE SHEET

CODE ANALYSIS

SITE PLAN

FOUNDATION PLAN

FRAMING PLAN 2ND AND 3RD FLOOR

FRAMING PLAN 4TH AND 3RD FLOOR

ARCH 1ST AND 2ND FLOOR PLANS

ARCH 3RD AND 4TH FLOOR PLANS

ARCH ROOF AND ROOF DRAIN PLAN

BUILDING SECTIONS

FACADE COST ANALYSIS

2D WALL SECTIONS

ISOMETRIC A

ISOMETRIC B

STAIR DETAILS

ABBREVIATIONSCONC.

T.O.INSUL.C.M.U.W.W.F.

W/

CONCRETETOP OF

INSULATIONCONCRETE MASONRY UNIT

WELDED WIRE FABRICWITH

Sheet Number


330-573-5449

Revisions





Fall 4th Year

Addendums



Eastlake, Ohio

1 6532 4A

CB

D

G-0.02

CODE ANALYSIS

Code Analysis Use Main: Assembly, A-3 §303.1 +2: Business, B §304.1 Maximum Floor Area Allowances per Occupant, Table 1004.1.1 (Square feet per occupant) Assembly without fixed seats: 7 net Assembly concentrated (chairs only – not fixed): 5 net Assembly Standing Space, Unconcentrated (tables and chairs): 15 net Business Areas: 100 gross, ~60 people per floor Allowable Building Height and Area 3 stories and 19,000 sq. ft. per floor, §504; Table 503 Type Type III-B construction with sprinklers allows for 4 stories, §504; Table 503 and §504.2 Number of exits 2 per story Table 1021.1 Minimum number of required plumbing fixtures, Table 2902.1 Main Floor:

WC: Men-2, Women-4 Lavatories: Men-2, Women-2 +2: WC: Men-2, Women-2 Lavatories: Men-1, Women-1 Fire Rating for Type III-B, Table 601

Primary Structural Frame: 0 (Not less than the ratings required for the fire-resistance-rated assemblies supported by the structural members) §704.1 Bearing Walls: Exterior, 2 Interior, 0 Nonbearing Walls and Partitions Exterior

x<5: 1 5≤x<10: 1 10≤x<30: 1 x≥30: 0

Interior, 0 Floor Construction and secondary members: 0 Roof Construction and secondary members: 0

Minimum Separation of Exits: Not less than 1/3 of the length of the maximum overall diagonal dimension of the area served. Main: 33’-6”, 2-4: 36’-8” §1015.2.1 Mixed Use and Occupancy: §508

Height for the main occupancy in accordance with §503.1 Height of accessory occupancies shall not exceed the values in Table 503 Each occupancy classified according to §302.1

Accessory occupancies shall not occupy more than 10% of the building area of the story in which they are located

No separation is required between accessory and main occupancies Standpipes Allowed but not required since the building is sprinkled §90503.1 and §905.3.2 Areas of refuge Not required in buildings with an automatic sprinkler system Foundations Inspections must be performed during the installation and testing of the “driven deep foundation” elements. §1704.8 Drilling operations must be observed and records kept for each element. Verification of the placement, plumbness, element diameters, lengths, applicable embedment into bedrock, and end bearing strata capacity are required. Table 1704.9 Exterior Insulation and finish systems: Special inspections required for all EIFS applications. §1704.14 Penthouse It cannot exceed 18’ above the roof. It and any other roof structures cannot have a total area of more than 1/3 the supporting roof. It can only be used for the shelter of mechanical equipment and/or vertical shaft openings §1509 Parapets Parapets must be provided on exterior walls of buildings. They must have the same fire resistance rating as the supporting wall. Height cannot be less than 30” §705.11.1 Shaft Enclosures Not required for floor openings between a mezzanine and the floor below §708.2.9 Emergency lighting Must be arranged to provide initial lighting that averages at least 1 foot-candle and is never lower than .1 foot-candle along a path of egress. §1006.4 Projection Room Any machine projecting film must be enclosed in a projection room. Supporting electrical equipment must also be in the projection room or in an adjacent room. §409 Signs Exit signs must be installed at exit access doorways. Approved directional exit marking will also be provided. §411.7 Egress Stairs must have a clear width of 48’ between handrails and have an area of refuge within an enlarged floor landing or be entered from an area of refuge §1007.3

C

2

B

1

A

3 4

A

3

C

2

B

4176'-0"

70'

29'-3

1 4"39

'-83 4"

34'-834" 40'-31

4" 34'-834" 40'-31

4" 14'14'

76'

70'

29'-3

1 4"39

'-83 4"

C

B

A

4321

B

3

C

2 41

A

DIAGONAL = 100’-6”DISTANCE FROM STAIR TO STAIR = 109’-0”

STAIR TO STAIR > 1/3 THE DIAGONAL

DIAGONAL = 111’-0”DISTANCE FROM STAIR TO STAIR = 211’-0”

STAIR TO STAIR > 1/3 THE DIAGONAL

Sheet Number


330-573-5449

Revisions





Fall 4th Year

Addendums



Eastlake, Ohio

1 6532 4A

CB

D

C-1.00SUN PATH DIAGRAM SITE PLANSCALE: 1” = 20’-0”

GENERAL NOTES

1. LONGITUDE: 41º39’30” N LATITUDE: 81º27’23” W AZIMUTH: 50º2. SQUARE FEET PER FLOOR: FIRST: 5,032 SECOND: 2,823 THIRD: 5,984 FOURTH: 5,984 TOTAL SQUARE FEET: 19,823 3. PARKING: 45 + 5 HC4. USE GROUP: BUSINESS5. CONSTRUCTION TYPE: III-B6. STRATEGIES: - USE OVERHANG TO SHADE LOBBY AND THEATER FROM DIRECT SOUTH LIGHT. - USE RAINSCREEN WALL SYSTEM FACING THE LAKE TO INSULATE AGAINST WINTER WINDS. - USE A HIGH PERFROMANCE CURTAIN WALL TO DAYLIGHT INTERIOR SPACES.

Sheet Number


330-573-5449

Revisions





Fall 4th Year

Addendums



Eastlake, Ohio

1 6532 4A

CB

D

S-1.01

3

C

41 2

B

A

DETAIL 1SCALE: 3/4” = 1’0”

FOUNDATION PLANSCALE: 1/8” = 1’-0”

8’ 16’ 32’

6” 3’18”

Sheet Number


330-573-5449

Revisions





Fall 4th Year

Addendums



Eastlake, Ohio

1 6532 4A

CB

D

S-1.02/3

41

B

C

2

A

3 1

B

C

2

A

34

34'-834" 40'-31

4" 14'

75'

89'

29'-3

1 4"39

'-83 4"

69'

7' 7'

7' 7'

7'-3

3 4"7'

-33 4"

7'-3

3 4"7'

-33 4"

8'-814"8'-81

4"8'-814"8'-81

4"

34'-834" 40'-31

4" 14'

75'

89'

29'-3

1 4"39

'-83 4"

69'

8'-814"8'-81

4"8'-814"8'-81

4"

7'7'

33'-0

1 2"7'

-33 4"

7'-3

3 4"7'

-33 4"

7'-1

11 4"7'

-111 4"

7'-1

11 4"7'

-111 4"

7'-1

11 4"7'

-33 4"

7'-3

3 4"7'

-33 4"

7'-3

3 4"

7'-3

3 4"7'

-33 4"

7'-3

3 4"7'

-33 4"

3RD FLOOR FRAMING PLANSCALE: 1/8” = 1’0”

2ND FLOOR FRAMING PLANSCALE: 1/8” = 1’-0”

8’ 16’ 32’

GENERAL NOTES:

BEAM DEPTH: 40.25’/20 = 2.01’ W24 GIRDER DEPTH: 39.67/15 = 2.64’ W32 COMPOSITE DECK DEPTH: 8.67’(12”/1’) = 104.04 104.04/24 = 4.34”

Sheet Number


330-573-5449

Revisions





Fall 4th Year

Addendums



Eastlake, Ohio

1 6532 4A

CB

D

S-1.04/5

41

B

C

2

A

3 1

B

C

2

A

34

34'-834" 40'-31

4" 14'

75'

89'

29'-3

1 4"39

'-83 4"

69'

7' 7'

7' 7'

7'-3

3 4"7'

-33 4"

7'-3

3 4"7'

-33 4"

8'-814"8'-81

4"8'-814"8'-81

4"

34'-834" 40'-31

4" 14'

75'

89'

29'-3

1 4"39

'-83 4"

69'

8'-814"8'-81

4"8'-814"8'-81

4"

7'7'

33'-0

1 2"7'

-33 4"

7'-3

3 4"7'

-33 4"

7'-1

11 4"7'

-111 4"

7'-1

11 4"7'

-111 4"

7'-1

11 4"7'

-33 4"

7'-3

3 4"7'

-33 4"

7'-3

3 4"

7'-3

3 4"7'

-33 4"

7'-3

3 4"7'

-33 4"

ROOF FLOOR FRAMING SCALE: 1/8” = 1’0”

4TH FLOOR FRAMING PLANSCALE: 1/8” = 1’-0”

8’ 16’ 32’

Sheet Number


330-573-5449

Revisions





Fall 4th Year

Addendums



Eastlake, Ohio

1 6532 4A

CB

D

A-1.01/2

C

2

B

1

A

3 4

A

3

C

2

B

4176'-0"

70'

29'-3

1 4"39

'-83 4"

34'-834" 40'-31

4" 34'-834" 40'-31

4" 14'14'

76'

70'

29'-3

1 4"39

'-83 4"

GENERAL NOTES

1. ALL DRAWINGS ARE TO BE READ IN CONJUNCTION WITH SPECIFICATIONS 2. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF STRUCTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION, AND ELECTRICAL SYSTEMS 3. BUILDING CROSS SECTION ANNOTATION SEE SHEET NUMBER A-2.00 4. FINISHED FLOOR ELEVATION 0’-0” 5. ALL WALLS TERMINATING BELOW METAL DECK SHALL BE SEALED WITH COMPRESSIBLE SEALER (TYP.) PROVIDE FIRE SAFING AT ALL RATED WALLS.

SECOND FLOOR PLANSCALE: 1/8” = 1’-0”

FIRST FLOOR PLANSCALE: 1/8” = 1’-0”

C

2

B

1

A

3 4

A

3

C

2

B

4176'-0"

70'

29'-3

1 4"39

'-83 4"

34'-834" 40'-31

4" 34'-834" 40'-31

4" 14'14'

76'

70'

29'-3

1 4"39

'-83 4"

8’ 16’ 32’

SPACES1. THEATER2. CHAIR/TABLE STORAGE3. ELECTRONICS ROOM4. COAT ROOM5. LOBBY6. MECHANICAL7. RESTROOMS8. JANITOR’S CLOSET

1

2 3

4

5

6

7

66 7

8

Sheet Number


330-573-5449

Revisions





Fall 4th Year

Addendums



Eastlake, Ohio

1 6532 4A

CB

D

A-1.03/4FOURTH FLOOR PLANSCALE: 1/8” = 1’-0”

THIRD FLOOR PLANSCALE: 1/8” = 1’-0”

8’ 16’ 32’

C

B

A

4321

B

3

C

2 41

A

C

B

A

4321

B

3

C

2 41

A

GENERAL NOTES

1. ALL DRAWINGS ARE TO BE READ IN CONJUNCTION WITH SPECIFICATIONS 2. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF STRUCTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION, AND ELECTRICAL SYSTEMS 3. BUILDING CROSS SECTION ANNOTATION SEE SHEET NUMBER A-2.00 4. FINISHED FLOOR ELEVATION 0’-0” 5. ALL WALLS TERMINATING BELOW METAL DECK SHALL BE SEALED WITH COMPRESSIBLE SEALER (TYP.) PROVIDE FIRE SAFING AT ALL RATED WALLS.

SPACES1. OFFICE2. DIGITAL LAB3. PRACTICE ROOM4. LOUNGE AND VENDING AREA5. LIBRARY6. COPY ROOM7. DEPARTMENT DIRECTOR8. RECEPTION9. WORK ROOM10. GENERAL MAIL/COFFEE ROOM11. MAIN CONFERENCE ROOM12. SMALL CONFERENCE ROOM13. RESTROOMS14. JANITOR’S ROOM15. ELECTRICAL ROOM

1

1

1 1 1 1

1

1

1

111

11

1 1

7

7

7

2

222 2 2

2222

3 3 33

5

4

6

8

9

10

11

12

13

13

13

13

14 14

15 15

Sheet Number


330-573-5449

Revisions





Fall 4th Year

Addendums



Eastlake, Ohio

1 6532 4A

CB

D

A-1.05

1 2 3C

B

A

4

RD RDOD OD

SCUPPER

B

BRICK VENEER

AIR SPACE

RIGID INSULATION R10 MIN

METAL STUD

SPRAY FOAMINSULATION R26 MIN

WOOD BLOCKING

EPDM ROOF MEMBRANE

FLASHING

ROOF INSULATION R5 PER INCH

POUR STOP

METAL DECK

34'-834" 40'-31

4" 14'

90'

29'-3

1 4"39

'-83 4"

70'

DETAIL 2SCALE: 1-1/2” = 1’-0”

ROOF PLANSCALE: 1/8” = 1’-0”

8’ 16’ 32’

GENERAL NOTES:

PARAPET HEIGHT: (37’-2.72”) x .25 = 9.3”=9 1/4” 9.25”+18” = 27.25”

Sheet Number


330-573-5449

Revisions





Fall 4th Year

Addendums



Eastlake, Ohio

1 6532 4A

CB

D

A-2.00

CBA 21 3 4

13'-0

"12

'-6"

14'-0

"14

'-6"

24"

13'-0

"12

'-6"

14'-0

"14

'-6"

24"

20'-0

"5'

-6"

10'-0

"4'

-0"

10'-0

"4'

-6"

9'-0

"4'

-0"

8'-6

"4'

-0"

9'-0

"5'

-0"

10'-0

"4'

-6"

21'-6

"4'

-0"

10'-0

'4'

-0"

9'-0

"5'

-6"

21'-6

"

SECTION BBSCALE: 1/8” = 1’-0”

SECTION AASCALE: 1/8” = 1’-0”

8’ 16’ 32’4’

THEATER

LOBBYCORRIDOR CHAIR STORAGE

MECHANICAL

DIGITAL LAB

OFFICE

PRACTICE ROOM

DIGITAL LAB

OFFICE OFFICE OFFICEMAIL ROOM

HALL-WAY

HALL-WAY

HALL-WAY

HALLWAY

HALL-WAY

THEATERLOBBY

LIBRARY DIGITAL LAB DIGITAL LAB DIGITAL LABDIGITAL LABDIGITAL LAB HALL-WAY

HALLWAY HALL-WAY

MAINCONFERENCE ROOM

DEPTARTMENT DIRECTOR

OFFICEOFFICEOFFICE

Sheet Number


330-573-5449

Revisions





Fall 4th Year

Addendums



Eastlake, Ohio

1 6532 4A

CB

D

A-3.00

Vision Glass 1260 Non toggle 2368.33Spandrel Glass 1108.33

Toggle Wall 1621.67

Item Price per SQFT Notes

Dual PaneUnitized Stick Toggle

V $8.40 $8.40 $8.40S $12.00 $12.00 $12.00Alum Members $8.40 $8.40 $6.00Anchors $1.20 $1.20 $0.00Sealants/Gaskets $3.60 $2.40 $2.40Insul $0.60 $0.60 $0.60Hardware $0.12 $0.12 $0.12Steel Rein $0.00 $0.00 $9.60Design $4.80 $4.80 $4.80Shipping $3.60 $3.60 $3.60Fab. Labor $7.20 $2.40 $2.40Field Labor $14.40 $21.60 $21.60Parapet Backer $1.80 $1.80 $0.00Field Equipment $4.80 $2.40 $2.40addt'lCoping Trim $62.00 $62.00 $62.00 57 LFMetal Alum S $48.00 $48.00 $48.00 142.5 SQFTSunshades $48.00 $48.00 $0.00Doors $0.00 $0.00 $4,500.00 Per door cost x 4

per sqft cost $70.92 $69.72 $73.92Cost $167,961.96 $165,119.97 $119,873.85Addt'l costs $70,854.00 $70,854.00 $28,374.00Total Cost $238,815.96 $235,973.97 $148,247.85New Per sqft cost $100.84 $99.64 $91.42

GENERAL NOTES

SOUTH ELEVATION BUILD TIME: UNITIZED (14’-6” x 8’) $100.84 /SQFT 68 UNITS AT 10 UNITS/DAY = 6.8 days STICK $99.64 /SQFT 3990 SQFT AT 800 SQFT/DAY = 4.9 days

TOTAL FACADE COST: BASED ON SINGLE PANE UNITIZED CURTAIN WALL: ((4801SQFT x 2) + 4332SQFT) x $100.34/SQFT = $1,398,137.56 RAINSCREEN WALL: (4332SQFT x $100.34/SQFT) x 80% = $347,738.30 TOTAL: $1,745,875.86 COST PER SQFT *RS MEANS CATALOG: $290.20/SQFT GROSS SQFT = 20,953SQFT TOTAL COST OF BUILDING = $6,080,560.60 PERCENTAGE OF COST OF THE FACADE: ($1,398,137.56/$6,080,560.60) x 100 = 22.99%

Triple PaneUnitized Stick Toggle



Dual Pane DBLUnitized Stick Toggle



Sheet Number


330-573-5449

Revisions





Fall 4th Year

Addendums



Eastlake, Ohio

1 6532 4A

CB

D

A-4.00

B2

13'-0

"12

'-6"

14'-0

"14

'-6"

2'-0

"

9'-0

"4'

-0"

8'6"

4'-0

"10

'-0"

4'-0

"10

'-0"

4'-6

"

037000 CAISSON

037000 GRADE BEAM334623 POROUS FILL

032000 CONCRETE SLAB W/ W.W.F.042200 C.M.U.

GRADE072216 RIGID INSUL.

042113 BRICK MASONRY054000 ALUMINUM MULLION

084000 CURTAIN WALL

050000 ALUMINUM SCREEN

092000 GYPSUM CEILING

051000 BEAMS

042000 BRICKAIR SPACE072216 RIGID INSUL. R10072000 SPRAY FOAM INSUL. R26

051000 METAL STUDS

076000 FLASHING

085000 WINDOW092000 GYPSUM WALL BOARD055000 KICKER

054000 CLIP ANGLE054000 CLIP ANGLE W/ BOLTS053000 4" METAL DECKING

033000 CONC. FLOOR SLAB050000 POUR STOP076000 ROWLOCK SILL079000 FLASHING AND WEEP051000 GIRDER W27051000 BEAM W 23

072216 RIGID INSUL.075000 EPDM ROOF MEMBRANE061000 WOOD BLOCKING076000 FLASHING

WALL SECTION BSCALE: 3/8” = 1’-0”

WALL SECTION ASCALE: 3/8” = 1’-0”

DETAIL 3SCALE: 1” = 1’-0”

2” 12”6” 30” 6” 2’ 4’ 6’ 10’

GENERAL NOTES

R-VALUE OF WALL SECTION A INSIDE AIR FILM 1/2” GYPSUM WALL BOARD 4” R6.5 SPRAY FOAM INSULATION 2” R5 RIGID INSULATION 2” AIR SPACE EXTERIOR BRICK OUTSIDE AIR FILMTOTAL

R0.68R0.45R26.0R10.0R1.0R0.44R0.25R38.82

FIRST FLOOR 0’-0”

SECOND FLOOR 13’-0”

THIRD FLOOR 25’-6”

FOURTH FLOOR 39’-6”

ROOF 55’-0”

T.O. PARAPET 57’-0”

Sheet Number


330-573-5449

Revisions





Fall 4th Year

Addendums



Eastlake, Ohio

1 6532 4A

CB

D

A-4.01

ISO

ME

TRIC

A (B

EA

RIN

G)

SC

ALE

: 1/2

” = 1

’-0”

GE

NE

RA

L N

OTE

S

R-V

ALU

E O

F W

ALL

SE

CTI

ON

A

INS

IDE

AIR

FIL

M

1/2”

GY

PS

UM

WA

LL B

OA

RD

4”

R6.

5 S

PR

AY F

OA

M IN

SU

LATI

ON

2”

R5

RIG

ID IN

SU

LATI

ON

2”

AIR

SPA

CE

E

XTE

RIO

R B

RIC

K

OU

TSID

E A

IR F

ILM

TOTA

L

R0.

68R

0.45

R26

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10.0

R1.

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0.44

R0.

25R

38.8

2

KE

Y N

OTE

S

03 C

ON

CR

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03

2000

CO

NC

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B W

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03

3000

CO

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0370

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RA

DE

BE

AM

03

7000

CA

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0420

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05

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0510

00 B

EA

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23

0510

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W27

05

1000

ME

TAL

STU

DS

05

3000

4” M

ETA

L D

EC

KIN

G

0540

00 C

LIP

AN

GLE

05

5000

KIC

KE

R06

WO

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0610

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0750

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0760

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0920

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33 U

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33

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13'-0"12'-6"14'-0"14'-6"2'-0"

57'-0"

0370

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RA

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0422

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2216

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L33

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2000

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0920

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Sheet Number


330-573-5449

Revisions





Fall 4th Year

Addendums



Eastlake, Ohio

1 6532 4A

CB

D

A-4.02

13'-0"12'-6"14'-0"14'-6"2'-0"

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*pg.

54

of B

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Sheet Number


330-573-5449

Revisions





Fall 4th Year

Addendums



Eastlake, Ohio

1 6532 4A

CB

D

25'-0

"

12"

23'-0

"12

"

6'-0

"13

'-0"

4'-0

"

13 T

RE

AD

S P

ER

FLI

GH

T

126.000012.0000 102.0000 12.0000

13'-0

"12

'-6"

14'-0

"14

'-6"

2'-0

"

57'-0

"

12'

11'-6

"

6"

1'

12"

STAIR SECTIONSCALE: 1/4” = 1’-0”

DETAIL 8SCALE: 1” = 1’-0”

FIRST FLOOR STAIRSSCALE: 1/4” = 1’-0”

FOURTH FLOOR STAIRSSCALE: 1/4” = 1’-0”

MID-FLOOR STAIRSSCALE: 1/4” = 1’-0” A-5.00

2” 12”6” 30”

6” 2’ 4’ 6’ 10’

FIRST FLOOR 0’-0”

SECOND FLOOR 13’-0”

THIRD FLOOR 25’-6”

FOURTH FLOOR 39’-6”

ROOF 55’-0”

T.O. PARAPET 57’-0”

construction documents project

Documents