chicago building code project

GENERAL INFORMATIONGeneral Notes

1. Drawings are not to be scaled.

2. All dimensions are to be verified on site prior to commencement of work.

3. It is the Contractor’s responsibility to bring all omissions and discrepancies, including dimensions, to the attention of the Architect prior to commencement of any work.

4. It shall be the Contractor’s responsibility to ensure that wherever a fire separation is indicated on the drawings per direction of the construction notes, all components of the assembly to be of approved materials. and installation and/or fabrication procedures are per direction of the “Master Format” number and otherwise meeting the requirements of the Chicago Building Codes. All fire separation must be continuous within their extent, and all joints must be smoke tight.

DRAWING LEGENDLegend

- Detail Reference AFound on Drawing A7.2

- Section Reference AFound on Drawing A7.1

- Partition type X

- Construction note X

- Interior finish material XX

- Interior finish coating “Paint X”

- Door number xxx.x

- WC Partition wall X

A7.2

A7.1

PX

X

XX

PX

xxx.x

WCX

Ceiling and Partition Types

-60min NON-LOAD BEARING WALL (15-8-420 Requirements for interior wall and ceiling finish, 15-8-220 One-hour protection required.)-1/2” Type X gypsum wall board-2” X 4” timber stud framing@1’ 6” O.C. (refer to structural)-4” thick absorbtive material

-60min NON-LOAD BEARING GLASS CURTAIN WALL (15-8-420 Requirements for interior wall and ceiling finish., 15-8-220 One-hour protection required.)- 1/2” Type X double paned, gas filled thermal glass- 3” Type X aluminium window mullions and framing

-4 hr LOAD BEARING WALL (15-8-140 Stairway enclosures)-1’ steel reinforced, cast in place concrete- 3.5” spray on insulation

30 min Interior Bearing Steel Column(Table 13-60-100.6)-Steel Cruciform Column-Coated with intumescent paint

IWa

GWa

EWa

C-1

DanielReeseWhiteneck

Sheet A

Pumpers Pump Manufacturing162 S. Peoria Ave. Chicago IL 60607Schematic Design (Not For Construction)Proposal: 5.11.2010AIADO 6123: Codes Joints Specs and Seams

DRAWING SET

A1: A1.1 SITE EVALUATION A1.2 OCCUPANCY LOAD A1.3: LIFE SAFETY ANALYSIS

A2: A2.1: PROJECT TEAM A2.2: PROJECT SCHEDULE A2.3: PROJECT DELIVERY A2.4: PROCUREMENT

A3: A3.1: SITE PHOTOS A3.2: AREA PLAN A3.3: SITE PLAN

A4: A4.1: AREA PLAN W/ PROPOSAL A4.2 SITE PLAN WITH PROPOSAL

A5: A5.1: 1ST FLOOR EGRESS PLAN A5.2: 2ND FLOOR EGRESS PLAN A6: A6.1: PROGRAM REQUIREMENTS A6.2: 1ST FLOOR PROGRAM A6.3: 2ND FLOOR PROGRAM A6.4: PROGRAM ADJACENCY

A7: A5.1: FIRST FLOOR PLAN

A8: A6.1: SECOND FLOOR PLAN

A9: A7.1: SECTION ELEVATION

A10: A8.1: DETAIL OF SECTION ELEVATION

A11: A9.1: RENDER VIEW A9.2: EXPLODED STRUCTURAL SYSTEM A9.3: GHOSTED PLAN/SECTION

NTSNTSNTS

NTSNTSNTSNTS NTSNTS1/32” = 1’ 0”

1/32” = 1’ 0”1/16” = 1’0”

1/8” = 1’ 0”1/8” = 1’ 0”

NTS1/8” = 1’ 0”1/8” = 1’ 0”NTS

1/4” = 1’ 0”

1/4” = 1’ 0”

1/4” = 1’ 0”

3/4” = 1’ 0”

NTSNTSNTS

0


Sheet A


SITE EVALUATIONSCity of Chicago Municipal Code

District (see 17-1-1406)New District: DS-3

Permitted Uses: (see 17-5-0207)

ALL Manufacturing, Production and Industrial Services, Office

FAR (floor area ratio) (see17-5-0405) Site: 31,111 SFDS-3 = 3.0 FARMax. Allowable: 93,333 SFProposed Program: 16,000 SF

Setbacks: (see 17-5-0405)DS Districts, no setbacks required

Min. Floor To Floor Heights: NoneMin. Floor Area-None

Max. Building Height: None

Parking: (see 17-10-0208)2 Spaces required for each 1,000 SF above 10,000 SF16,000 SF - 10,000 SF = 6,000 SF above 10,000 SF= 12 additional parking spaces required

Additional Opportunities:Within very close proximity to I-90/I-94 and I-290 and could provide ease to the shipping of goods.Relatively close to a CTA stop as well as the Chicago Loop area, which

would be a benefit for employees as well as customers.

Remarks:This property is the most flexible in terms of zoning and provides more than enough space for the client’s request of a 14,000 SF warehouse/office

space. This location is best suited for a small manufacturing warehouse, due to its location, lot size, zoning and existing infrastructure.

Area map with 162 S. Peoria at pin.

Zoning map taken from City of Chicago Municipal Code.

162 S. Peoria Ave.Area: 145' X 245' = 35,525 SFZone: DS-3West Loop, Greek Town

District (see 17-1-1406)New District: DX-5

Permitted Uses: (see 17-5-0207)Artisan OnlyZoning will not allow limited, general or heavy manufacturing,

production or industrial services.

FAR (floor area ratio) (see17-5-0405)Site: 17,700 SFDX-5 = 5.0 FAR

Max. Allowable: 88,500 SFProposed Program: 16,000 SF

Setbacks: (see 17-5-0406)DX Districts, no setbacks required

Min. Floor To Floor Heights: NoneMin. Floor Area-None

Max. Building Height: None

Parking: (see 17-10-0208)2 Spaces required for each 1,000 SF above 10,000 SF16,000 SF - 10,000 SF = 6,000 SF above 10,000 SF

= 12 additional parking spaces required

Remarks:

This property is the least flexible in terms of zoning restrictions. Site is not permitted to develop office or industrial projects.

Area map with 2100 S. Prairie Ave. at pin.


2100 S. Prairie Ave.Area: 100' X 177' = 17,700 SFZone: DX-5Prairie District (Near South Side)

District (see 17-1-1406)New District: C1-5

Permitted Uses: (see 17-3-0207)Manufacturing, Production, Industrial Services

and Office

FAR (floor area ratio) (see 17-3-0403)Site: 24,725 SFC1-5 = 5.0 FAR

Max. Allowable: 123,625 SFProposed Program: 16,000 SF

Setbacks: (see 17-3-0305)No setbacks required

Min. Floor-To-Floor Heights: 13’Min. Floor Area Of Ground-Floor Space: 8250 Sf

Max. Building Height: 50’

Parking: (see 17-10-0208)2 Spaces required for each 1,000 SF above 10,000 SF16,000 SF - 10,000 SF = 6,000 SF above 10,000 SF

= 12 additional parking spaces required

Additional Opportunities:Within close proximity to I-90/I-94 and could provide make shipping of goods easier. Relatively close to a CTA stop, which would be a benefit for employees as well as customers. This area of Goose Island additionally has a lot of foot traffic and would be an ideal location for a small store front attached to the warehouse. However, if the main business of the warehouse is manufacturing, pedestrian traffic may not as critical for the

success of the business.

Additional Restrictions: (see 17-3-0304)Outdoor display and storage is permitted in C2 and C3 districts, subject to

the screening requirements of this section.

Remarks:This property has a good location in terms of being near other businesses

as well as meeting all zoning requirements.This would be a suitable location, but the benefits of the S. Peoria location outweigh this location.


Area map with 1546 N. Kingsbury Ave. at pin.

1546 N. KingsburyArea: 150' X 215' = 24,725 SFZone C1-5Goose Island

1

Building Definitions: (see CBC 13-56-120, 13-56-150)Class E: OfficeClass G-1: Low Hazard Manufacturing

Mixed Use Fire Separation: (see CBC 23-56-280 (a)(d))No special fire separation required

Proposed Building Types: (ee CBC 13-60-020)Type I-C: Noncombustible Construction

Height Restrictions:(see CBC 13-48-030,13-48-100*)*Buildings or structures of mixed occupancy hereafter erected, altered or converted shall be governed by the height and area limitations applying to the occupancy having the most restrictive limitations Stories HeightType I-C: 5 65’

Area Restrictions Single Floor: (see CBC 13-48-070) Sprinklered Non-SprinkleredType I-C: 16,000 Sf 0

Floor Area Restrictions(Multi-story):(see CBC 13-48-080)

Type I-C: 20,000 Sq/Ft (max.) 16,000 Sq/Ft. (proposed)

Fire Restrictions and Exit Distances:(see 13-160-050)Max Travel Distance=300FT (PER CODE 13-160-140)Office Max Travel Distance = 150FT (PER CODE 13-160-150(a))Manufacturing Max Travel Distance = 150FT (PER CODE 13-160-150(a))Exit Capacity (per exit) = 90Exits Proposed = 4 (3 exits required (PER CODE 13-160-050(a))FAR = 3.0 (PER CODE 17-5-0404)Building Height = 2 StoriesNo Setback Requirements (PER CODE 17-05-0405-A)

4 TOTAL FIRE EXITS25 people exiting through each exit, with exception to lobby entrance on ground floor, which would have 5 people exiting.

Exit Widths (see 13-60-210, 13-60-220)Minimum Exit Width: 36” (req.) Maximum Travel Distances*:(see CBC 13-160-120 Through 160)*Distance to the end of a corridor not to exceed 50% of max travel distance

Max. distance: 40’ proposed

LIFE SAFETY ANALYSISZoningDS-3 DistrictLot Size: 125’ X 250’Lot Area:30,625 SFFloor Area Ratio: 3Allowable area= 91,875 square feetConstruction Type III C

Occupancy RequirementsMixed OccupancyBusiness Units (PER TABLE 13-56-120)Special Seperations Required (PER TABLE 13-56-280)Exterior Protected Construction Type:III C (PER CODE 13-60-040)

First Floor: Area OccupancyOffice 1000 Sq./Ft. 6Warehouse 7000 Sq./Ft. 45

Second Floor: Office 8000 Sq./Ft. 49

Total: 16,000 Sq./Ft. 100

Area RequirementsOpen Area Requirement: 10 Ft (PER CODE 13-116-060)Proposed Standard Sprinkler System (System Type Increases Travel Distance)

Required per-Person Area: (see 13-56-320)Office: 100 Sf per-person (min. req.)

Manufacturing.: 100 Sf per-person (min. req.)

Proposed per-Person Area:Office: 163 Sq./Ft. per-personManufacturing.: 155 Sq./Ft. per-person

Fire SafetyFire Resistance Requirement For Type III C (Per Table 13-60-100)Exterior Bearing Walls - 3 HrExterior Non Bearing WallsOutside Exposure - 2 HrInside Exposure (Business) - 2 HrInside Exposure (Industrial) - 2 HrInterior Bearing Walls - 1 HrInterior Non Bearing Walls And Partitions - 1/2 HrExterior Columns - 2 HrInterior Columns - 2 HrBeams, Girders, Trusses - 1/2 HrFloor Construction - 1/2 HrRoof Construction - 1/2 Hr

Exit RequirementsMaximum Travel Distance (Mtd) = 300 Ft*Business (Per Code 13-160-140) = 150 Ft*Industrial (Per Code 13-160-140) = 150 Ft**Mtd May Be 50% Greater If Equipped With Standard SprinklerSystem (Per Code 13-160-150(A))Maximum Distance From End Of Corridor = 75 Ft*Per Calculation Of 50% Of Mtd = 150 Ft/ 2 (Per Code 13-160-160)Capacity Of Exits = Maximum Of 90 Persons Per Unit Of Exit Width**60 Persons Per Unit Of Exit Width = 1.5 Unit X 60 = 90 Persons(Per Code 13-160-210-A3)Minimum Exits Required 3(Per Code 13-160-050(A))Minimum Width Of Exit Doors = 36 In (Per Code 13-160-220-A)Minimum Width Of Stairs And Corridors = 44 In (Per Code 13-160-220-B)Minimum Ada Platform = 36 In (Per Code 13-160-280-A)Additional (Per Code 13-56-250)Loading spaces for building or structure on any street level floorWithin industrial units shall be limited to 20% of the floor area of principal use and shall be separated by platform, curb or railing.

ParkingCar Spaces: 8 required, 11 proposedAccessible Space: 1 required, 2 proposedLoading Space: 1 required, 2 proposed

OCCUPANCY LOAD


Sheet A


Architect

The Architect is responsible for the overall design of the project and project management. The duties are to include predesign, schematic design and final working drawings, as well as producing a construction schedule. The architect is also responsible for assembling the project team (landscape, mechanical, electrical, geotechnical, electrical, plumbing, structural, lighting and acoustic consultants) to work with the contractor (to be selected by the owner/client). If the client so desires, the architect is to oversee all construction to ensure quality of construction until project is complete. In this case, architect would serve as impartial advisor to client.

Owner/Client

The client is to procure the site for project. The client is to select architect and, with assistance from selected architect, select a contractor. The client is responsible for working in collaboration with architect and contractor to produce comprehensive design requirements. The client also assumes all financial obligation towards architect (who oversee financial obligations toward assembled project team) and contractor.

Contractor

Contractor is responsible for all construction and construction management, including procuring all needed materials and construction equipment, on-site liability and any needed subcontractor. The contractor assumes responsibility of producing a quality product to the specifications set by client and architect. The contractor reports directly to the client, but on occasion, may refer to architect to review any design specifications that are not clearly communicated.

Landscape Consultant

The landscape consultant, as retained by architect, is to provide documentation for construction and permits on all non-site built concerns such as planting, terra forming, shade planning and overall landscape appearance.

Mechanical Consultant

The mechanical consultant, as retained by architect, is to provide documentation for construction and permits on all HVAC systems contained within building.

Electrical Consultant

The electrical consultant, as retained by architect, is to provide documentation for construction and permits on all electrical systems contained within building.

Plumbing Consultant

The plumbing consultant, as retained by architect, is to provide documentation for construction and permits on all water/plumbing systems contained within building.

Structural Consultant

The structural consultant, as retained by architect, is to provide documentation for construction and permits on all structural systems contained within building. Typically an engineer, this consultant is to work with architect to determine best structural approach for building.

Lighting Consultant

The lighting consultant, as retained by architect, is to provide advice on all issues concerning artificial and natural lighting of interior and exterior space contained within project. Can include automation and task lighting.

Acoustic Consultant

The electrical consultant, as retained by architect, is to provide advise on all issues concerning sound within building, such as sound dampening.

Architectural Phases for Project Schedule

Job Type: New ConstructionClient: Pumpers Pump ManufacturingAddress: 162 S. Peoria St.Chicago, IL USADate: 2010Existing Use: DS-3, All Manufacturing, Industrial and Office UsesProposed Use: DS-3, All Manufacturing, Industrial and Office Uses

1) Client decides to move business and improve facilities

2) Client finds architect and begins discussion about commissioning the job

3) Architect enquires about client needs and plans to acquire alternative property

PreDesign (PD)4.1) Architect writes proposal to gain work and meets with client(pre design services - site selection with preliminary zoning and code review)4.2) Programming

Schematic Design (SD)5.1) Architect begins schematic design5.2) Client approves schematic design, Site selected and acquired by client, Development permit applied for. Design Development (DD)6.1) Architect assembles design team6.2) Architects negotiate fee for design team with client6.3) Architect presents preliminary schematic design to client, gains client approval6.4) Architect meets with design team to ensure and coordinate progress, set permit submission date.6.5) Architect confirms schematic design set of drawing to be submitted to client for approval

Contract Documentation (CD)7) Permit applied for

8) While permit application is pending client seeks bids for construction on behalf of client

9) Client appoints Construction Manager after all construction bids comeback and based upon the recommendation of Architect

10) A / O / C engage in preconstruction meeting, City inspectors are called to site to review plumbing / electrical / sprinkers

11) City releases permit

Construction Administration (CA)12) Construction proceeds (structure / studwork and first fix mech/ elec / plumb) 14) Clients 3rd party consultants given access to site (communications / security)

15) Contractor begins installing finishes (gypsum / carpet / paint / finished fixtures)

16) Contractor contacts architect for deficiency inspections to commence

17) CM has collected all certificates from trades(CM calls city inspector to visit project for final inspection)(CM calls architect to be present for final inspection)** NOTE: It is at this point that the job is said to have reached“Substantial completion”

18) City inspector visits site to determine if building meets occupancy standards, City grants occupancy permit.(CM releases property to owner for occupancy)

19) Client responsible for final payment to CM and Architect

20) Architects schedule 1 year warranty review

PROJECT TEAM

Source: The Architect’s Handbook of Professional Practice

(Fourteenth Edition) American Institute of Architects

Joseph A. Demkin (Ed) - Chapters 11, 12, 13, 16

$

Subcontractors Selected

Cost of Construction Determined

Contractor Contract Determined

SC

C

2

PROJECT SCHEDULE

June 2010

July

August

September

October

Novem

ber

Decem

ber

January

February

March

April

May

June 2011

PD

SD

DD

CD

CA

Predesign1. Programming

Schematic Design1. Schematic Design2. Budget Pricing

Contract Documentation1. Working Drawings/ Specifications2. Bidding/Negotiation3. Evaluation/Award of Contract4. Permits

Design Development1. Architectural Design and Detailing2. Sub-Contractor Consultation 3. Design Development Documents

Construction Administration1. Construction Period2. Punch List

SC

C $

1, 2, 3, 4.14.2

5.15.2, 6.2, 6.3

6.56.1, 6.4

11

8, 9

12 - 20

7,

PROJECT DELIVERY

Negotiated Select Team Design/Bid/Build method is selected due to scale of project. Owner

Architect Contractor

MechanicalConsultant

StructuralConsultant

ElectricalConsultant

LandscapeConsultant

GeotechnicalConsultant

LightingConsultant

AcousticConsultant

PlumbingConsultant

PROCUREMENT METHOD


Sheet A


Southeast aerial view of proposed site from Google Earth.

Aerial photograph from Google Maps.

SITE PHOTOS

View from west, along S. Sangamon St., of proposed site. Taken April, 2010.

View from southwest, at the intersection of S. Sangamon St. and W. Adams St., of proposed site. Taken April, 2010.

View from southeast, at the intersection of S. Peoria St. and W. Adams St., of proposed site. Taken April, 2010.

View from north, along W. Monroe St., of proposed site. Taken April, 2010.

Panoramic view from southeast, at the intersection of S. Peoria St. and W. Adams St., of proposed site. Taken January, 2010.

3

162. S Peoria located in the Chicago Greek Town neighborhood. Marked with “A” bubble. Taken from Google Maps.

SITE PLAN

N

SCALE: 1/32” = 1’ 0”

Proposed Site for Pumpers Pump Manufacturing162 S. Peoria Ave.Chicago, IL 60607

SITE PLAN

125’ 0”

245’ 0”

162 S. Peoria Ave.

S. Peoria Ave.

S. Sangamon St.

W. Adams St.

W. Monroe St.

Address 162 S Peoria StChicago, IL 60607AREA PLAN


Sheet A


AREA PLAN W/ PROPOSAL

4

SITE PLAN W/ PROPOSAL

145’ 0”

245’

0”

SCALE: 1/32” = 1’ 0”

W. ADAMS ST.

W. MONROE ST.

S. SA

NG

AM

ON

ST. S. PEO

RIA

AV

E..

162 S. PEORIA ST.

N

SCALE: 1/32” = 1’ 0”Proposed Site for Pumpers Pump Manufacturing

162 S. Peoria Ave.Chicago, IL 60607

AREA PLAN

W. ADAMS ST.

WAREHOUSE

S. PEOR

IA A

VE..

145’ 0”

100’ 0”

36’ 0”54’ 0”

100’ 0”6’ 0”

49’ 0”

245’ 0”

SIDEWALKFRONT ENTRANCE

LOADING ZONE

EMPLOYEE/ CUSTOMER PARKING LOT

PEORIA AVE. ENTRANCE/EXIT

AD

AM

S ST. ENT

RA

NC

E/ EXIT

SIDEWALK

SIDEW

ALK

REAR ENTRANCE

FIRE EXIT FIRE EXIT

SIDE ENTRANCE

FRONT PARK SPACE

REAR PARK SPACE

N

SCALE: 1/16” = 1’ 0”Proposed Site for Pumpers Pump Manufacturing

162 S. Peoria Ave.Chicago, IL 60607

SITE PLAN


Sheet A


5

EGRESS PLANS

BOARD ROOM 400 sq. / ft.

OFFICE (PRESIDENT)250 sq. / ft.

OFFICE (VICE PRESIDENT)200 sq. / ft.

OFFICE (ACCOUNTANT) 165 sq. / ft.




SERVER ROOM (FIRE PROTECTED)40 sq. / ft.

EXIT EXIT EXIT

EXITEXIT

DOWN

DOWN

UP UP EXIT DISTANCE 40’ (MAX. PROPOSED)

EXIT DISTANCE 40’ (MAX. PROPOSED)

60M

60M

60M

60M

60M 60M

60M

60M

60M

60M

60M

60M

ELEVATORELEVATOR

FIRE STAIRS FIRE STAIRS FIRE STAIRS FIRE STAIRS

4hr

4hr

4hr

4hr

4hr

OPEN WAREHOUSE FLOOR 6560 sq. / ft.

RECEIVING OFFICE

130 sq. / ft.

MANUFACTURING OFFICE

130 sq. / ft.

RECEIVING RECEPTION150 sq. / ft.

WASHROOM 150 sq. / ft.

OPEN OFFICE AREA FOR SALES STAFF 2100 sq. / ft.LOADING / UNLOADING GATE

KITCHENETTE / PHOTOCOPY AREA 300 sq. / ft.

OFFICE RECEPTION 200 sq. / ft.

WASHROOM 150 sq. / ft.WASHROOM 150 sq. / ft.


4hr4hr

4hr

4hr

4hr

101

102

103 104 105

100

ST 1 ST 2

200

201

202

203

204

205

206

207

208

209

210

211

ST 1ST 2

E 1E 1

ST 2ST 1

100

101

102

103 104 105

NOTED: SERVER ROOM DOES NOT MEET PROGRAM REQUIREMENTS, BUT DUE NATURE OF BUSINESS, LARGER SERVER ROOM IS NOT NEEDED.

5’ ADA REQ. MET

5’ ADA REQ. MET

5’ ADA REQ. MET

5’ ADA REQ. MET

NOTED: DOUBLE FIRE WALL IS UNNECESSARY IN THIS LOCATION


80’

40’40’

55’

15’

15’7.5’

7.5’

7.5’

10’

10’

7.5’7.5’7.5’

85’

70’

12.5’

12.5’

12.5’

15’

25’

15’

10’

25’

40’

25’

20’

20’

12.5’

N

SCALE: 1/8” = 1’ 0”

FIRST FLOOR PLAN

N

SCALE: 1/8” = 1’ 0”

SECOND FLOOR PLAN


Sheet A


(AS SPECIFIED BY PUMPERS PUMP MANUFACTURING, BOLD #’s PROPOSED DIMENSIONS)

OFFICE OCCUPANCY: (6850 SF) (with a grossing factor of approximately .32) 250 sf • 300 sf Office (company president) 200 sf • 225 sf Office (company senior accountant) 165 sf • 150 sf Office x 4 (accountants and clerks) 2100 sf • 2100 sf Open office area for sales staff (cubicle desks and seating) 400 sf • 430 sf Board room 300 sf • 65 sf Kitchenette (if applicable)

• 200 sf Photocopy stand and primary filling room

40 sf • 150 sf Server room (fire protected)200 sf • 175 sf Office reception (public)150 sf • 150 sf Washrooms (two minimum)

OFFICE OCCUPANCY: (WAREHOUSE) 130 sf • 100 sf Receiving office 130 sf • 100 sf Manufacturing office 150 sf • 100 sf Receiving reception (couriers)

150 sf • 150 sf Washrooms (two minimum)

WAREHOUSE OCCUPANCY: (6250 SF) 6560 sf• Open racks for storage for raw materials and parts (maximum)• Area for milling machines x 4• Area for polishing machines x 2• Area for welding station (oxy acetylene) x 1• Washrooms (two minimum)• 100 sf Sprinker room (life safety)

PROGRAM REQUIREMENTS

6








SERVER ROOM (FIRE PROTECTED)40 sq. / ft.

EXIT EXIT EXIT

EXITEXIT

DOWN

DOWN

UP UP

60M

ELEVATORELEVATOR

FIRE STAIRS FIRE STAIRS FIRE STAIRS FIRE STAIRS

4hr


RECEIVING OFFICE

130 sq. / ft.


130 sq. / ft.



OPEN OFFICE AREA FOR SALES STAFF 2100 sq. / ft.



WASHROOM 150 sq. / ft.WASHROOM 150 sq. / ft.


102

NOTED: SERVER ROOM DOES NOT MEET PROGRAM REQUIREMENTS, BUT DUE NATURE OF BUSINESS, LARGER SERVER ROOM IS NOT NEEDED.



N

SCALE: 1/8” = 1’ 0”

FIRST FLOOR PLAN

N

SCALE: 1/8” = 1’ 0”

SECOND FLOOR PLAN

PROGRAM ADJACENCYLIGHT MANUFACTURING/WAREHOUSE AREA (1ST FLOOR)

OFFICE AREA(2ND FLOOR)

RECEPTION & OPEN SALESROOM FLOOR

PRIVATE OFFICES

WASHROOMKITCHENETTE & PHOTOCOPY

MANUFACTURING OFFICES

WASHROOM


Sheet A


7


201


DOWN

ELEVATOR

FIRE STAIRSST 1

E 1

202

DOWN

FIRE STAIRS


210

ST 2

SERVER ROOM (FIRE PROTECTED)40 sq. / ft. 211



200


203


204


205





206

207

208

209


100100

EXIT

LOADING / UNLOADING GATE

EXIT

EXIT

UP

FIRE STAIRSST 2

EXIT

EXIT

UP

FIRE STAIRS ST 1

ELEVATOR

E 1



101

102

101

RECEIVING OFFICE

130 sq. / ft.


130 sq. / ft.


104 105103

A7.1

100.1

100.2

100.3

ST1.1ST1.2

103.1 104.1 105.1

105.2

102.1

101.1

ST2.1

ST2.2

PX PX PX

PX PXPX

WCX

WCX WCX

WCX

WCX

WCX

PX PX PX

PXPX PX

IWaIWa IWa

IWaIWaIWa

EWa

EWa

EWa

EWa

EWa

EWaEWa

EWa

EWa

GWa GWa

GWa

GWa

GWa

202.1

201.1

WCX

WCX WCX

WCXWCX

WCX

EWa

ST1.1 ST1.3

211.1

IWa

EWa

EWa

EWa

EWa

IWa

PX

PX

PX

PX

IWa

PX

PX

IWa

PX

PX

IWa

PX

PX

IWa

PX

PX

IWa

PX PXIWa

PX PXIWa

PX PXIWa

PX PXIWa

ST2.3

EWaEWa

IWa

PX

PX

GWa

GWa

GWa

GWa

GWa

EWa

205.2

205.1

203.1

204.1

206.1

207.1

208.1

209.1

A7.2

1

2

3

4

5

B C D E F

2

3

4

5

B C D E F

6

A7.1

02.1101.1

202.1201.1

EWaEWa EWa EWa

EWa EWa EWa EWa

WASHROOM 150 sq. / ft. WASHROOM 150 sq. / ft.

101 102101


201 202

CAa

GWa

GWa

GWa

GWa GWa

GWa GWa

GWa GWaGWa GWa

100.2


100100

FIRE STAIRS ST 1


203


200

FL1

FL2

CA1

GA

GA

1

NOTED: SHOULD NOT BE DOUBLE WALLED


NOTED: SHOULD NOT CUT PLAN OFF AND

REDUCED SCALE WOULD BE CHOICE



NOTED: ELEVATOR DOOR IS RECESSED

TOO FAR


TOO FAR

24'-6"

22'-6" 22'-6" 22'-6" 22'-6"100'-0"

5'-0"

100'-0"

80’0”

22'-6"22'-6"22'-6" 22'-6"5'-0"

5'-0"5'-0"

24'-6"13’0"

17’0”

13’0"15’0"

20’0"35’0”

7’0”

1 2 3 4

15'-0

80'-3"

3'-0"

80'-3

3'-1

1'-6"

100'-3"

47'-3

32'-3

N

SCALE: 1/4” = 1’ 0”

FIRST FLOOR PLAN


Sheet A


8


201


DOWN

ELEVATOR

FIRE STAIRSST 1

E 1

202

DOWN

FIRE STAIRS


210

ST 2




200


203


204


205





206

207

208

209


100100

EXIT


EXIT

EXIT

UP

FIRE STAIRSST 2

EXIT

EXIT

UP

FIRE STAIRS ST 1

ELEVATOR

E 1



101

102

101

RECEIVING OFFICE

130 sq. / ft.


130 sq. / ft.


104 105103

A7.1

100.1

100.2

100.3

ST1.1ST1.2

103.1 104.1 105.1

105.2

102.1

101.1

ST2.1

ST2.2

PX PX PX

PX PXPX

WCX

WCX WCX

WCX

WCX

WCX

PX PX PX

PXPX PX

IWaIWa IWa

IWaIWaIWa

EWa

EWa

EWa

EWa

EWa

EWaEWa

EWa

EWa

GWa GWa

GWa

GWa

GWa

202.1

201.1

WCX

WCX WCX

WCXWCX

WCX

EWa

ST1.1 ST1.3

211.1

IWa

EWa

EWa

EWa

EWa

IWa

PX

PX

PX

PX

IWa

PX

PX

IWa

PX

PX

IWa

PX

PX

IWa

PX

PX

IWa

PX PXIWa

PX PXIWa

PX PXIWa

PX PXIWa

ST2.3

EWaEWa

IWa

PX

PX

GWa

GWa

GWa

GWa

GWa

EWa

205.2

205.1

203.1

204.1

206.1

207.1

208.1

209.1

A7.2

1

2

3

4

5

B C D E F

2

3

4

5

B C D E F

6

A7.1

02.1101.1

202.1201.1

EWaEWa EWa EWa

EWa EWa EWa EWa


101 102101


201 202

CAa

GWa

GWa

GWa

GWa GWa

GWa GWa

GWa GWaGWa GWa

100.2


100100

FIRE STAIRS ST 1


203


200

FL1

FL2

CA1

GA

GA

1








TOO FAR


TOO FAR

24'-6"

22'-6" 22'-6" 22'-6" 22'-6"100'-0"

5'-0"

100'-0"

80’0”

22'-6"22'-6"22'-6" 22'-6"5'-0"

5'-0"5'-0"

24'-6"13’0"

17’0”

13’0"15’0"

20’0"35’0”

7’0”

1 2 3 4

15'-0

80'-3"

3'-0"

80'-3

3'-1

1'-6"

100'-3"

47'-3

32'-3

N

SCALE: 1/4” = 1’ 0”

SECOND FLOOR PLAN


Sheet A


9


201


DOWN

ELEVATOR

FIRE STAIRSST 1

E 1

202

DOWN

FIRE STAIRS


210

ST 2




200


203


204


205





206

207

208

209


100100

EXIT


EXIT

EXIT

UP

FIRE STAIRSST 2

EXIT

EXIT

UP

FIRE STAIRS ST 1

ELEVATOR

E 1



101

102

101

RECEIVING OFFICE

130 sq. / ft.


130 sq. / ft.


104 105103

A7.1

100.1

100.2

100.3

ST1.1ST1.2

103.1 104.1 105.1

105.2

102.1

101.1

ST2.1

ST2.2

PX PX PX

PX PXPX

WCX

WCX WCX

WCX

WCX

WCX

PX PX PX

PXPX PX

IWaIWa IWa

IWaIWaIWa

EWa

EWa

EWa

EWa

EWa

EWaEWa

EWa

EWa

GWa GWa

GWa

GWa

GWa

202.1

201.1

WCX

WCX WCX

WCXWCX

WCX

EWa

ST1.1 ST1.3

211.1

IWa

EWa

EWa

EWa

EWa

IWa

PX

PX

PX

PX

IWa

PX

PX

IWa

PX

PX

IWa

PX

PX

IWa

PX

PX

IWa

PX PXIWa

PX PXIWa

PX PXIWa

PX PXIWa

ST2.3

EWaEWa

IWa

PX

PX

GWa

GWa

GWa

GWa

GWa

EWa

205.2

205.1

203.1

204.1

206.1

207.1

208.1

209.1

A7.2

1

2

3

4

5

B C D E F

2

3

4

5

B C D E F

6

A7.1

02.1101.1

202.1201.1

EWaEWa EWa EWa

EWa EWa EWa EWa


101 102101


201 202

CAa

GWa

GWa

GWa

GWa GWa

GWa GWa

GWa GWaGWa GWa

100.2


100100

FIRE STAIRS ST 1


203


200

FL1

FL2

CA1

GA

GA

1








TOO FAR


TOO FAR

24'-6"

22'-6" 22'-6" 22'-6" 22'-6"100'-0"

5'-0"

100'-0"

80’0”

22'-6"22'-6"22'-6" 22'-6"5'-0"

5'-0"5'-0"

24'-6"13’0"

17’0”

13’0"15’0"

20’0"35’0”

7’0”

1 2 3 4

15'-0

80'-3"

3'-0"

80'-3

3'-1

1'-6"

100'-3"

47'-3

32'-3

SCALE: 1/4” = 1’ 0”

SECTION ELEVATION


Sheet A


GWa

100.2

EWa

FL1

1


100100

STEEL WINDOW MULLION

DOUBLE GLAZED THERMAL WINDOW



OVERHEAD OPENING GARAGE DOOR

PIP CONCRETE COLUMN

WEATHER BARRIER

CONCRETE TIES

GALVANIZED STEEL FLASHING

AIR SPACE

STEEL WINDOW MULLIONPRECAST CONCRETE FACING

PIP CONCRETE FOOTING

10

SCALE: 3/4” = 1’ 0”

SECTION ELEVATION


Sheet A


Conceptual render view from southwest corner.

Ghosted render view from northeast corner shows relationship of structural cores, columns and parti-tion walls within “shell” (not to scale).

Structural cores and columns are colored black, while the partition walls are shown in red (not to scale).

Northwest corner view (not to scale) of structural “shell”.

West elevation (not to scale) of structural “shell”.

Ghosted plan and elevations (not to scale) illustrating relationship between first and second floor. Columns and structural cores shown in black, partition walls shown in red, shell is shown gray and glass is dark blue.

N

North West South East

RENDERS

11