BNIM FreighthouseFlats Revit Building

www.revit3d.com

berkebile nelson immenschuh mcdowell architects

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Copyright © 2005 BNIM Architects

Date:

Proj. Architect:

Drawn By:

Project No.

Checked By:

PLUMBING

Central Plumbing

13707 Wyandotte St.

Kansas City, MO 64145

tel 816.942.6355

CIVIL ENGINEER

Olsson Associates

7301 W. 133rd Street

Suite 200

Overland Park, KS 64151

tel 913.381.1170

fax 913.381.1174

ELECTRICAL ENGINEERProfessional Engineering

Consultants, P.A.

616 Vermont Street, Suite B

Lawrence, Kansas 66044

tel. 785-842-6464

STRUCTURAL ENGINEER

BDC Structural Engineers

4338 Belleview


tel 816.531.4144

fez 816.531.8572

MECHANICAL ENGINEERMetro Air

10016 Darnell Rd.

Shawnee Mission KS 66215

tel 913.888.3991

ARCHITECT

BNIM Architects

106 West 14th ste 200

Kansas City MO 64105

tel 816.783.1500

fax 816.783.1501

CONTRACTORHarris Construction

1703 Wyandotte

Suite 400


tel 816.472.0900

16 17 18

16 17 18

P

Q

P

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ELECTRICAL CONTRACTOR

Oliver Electric

3104 Haskell Ave #A

Lawrence, KS 66046

tel. 785.748.0777

2005. JULY.12

2120 WYANDOTTE

KANSAS CITY, MISSOURI 64108

2/1/2007 9:45:38 PM

A0001Cover Sheet

FREIGHTHOUSE FLATS

04106

Designer

Author

CONSTRUCTION SET

2120 Wyandotte Investors

5700 Golden Bear


Revision Description Date

Drawing List 3

SheetNumber Sheet Name Sheet Issue Date

SDA - RevDescription

SDA - RevNumber

A203 EXTERIOR ELEVATIONS NORTH &SOUTH - GARAGE

03/18/05

A300 WALL SECTIONS 08/04/03



A320 EXTERIOR DETAILS 06/06/05

A321 EXTERIOR DETAILS 07/09/05

A322 EXTERIOR GARAGE DETAILS 06/21/05

A400 STAIR PLANS/ DETAILS 08/04/03

A401 STAIR SECTIONS 04/14/05

A402 STAIR PLANS / ELEVATIONS 04/14/05

A403 STAIR SECTIONS / DETAILS 05/18/05

A404 STAIR DETAILS 07/06/05

A410 NORTH BALCONY PLANS /ELEVATIONS

05/31/05

A411 NORTH BALCONY PLANS,SECTIONS, & DETAILS

05/25/05

A700 INTERIOR & EXTERIOR SIGNAGE 06/20/05

Drawing List 3



SDA - RevNumber

A105 ROOF PLAN 03/16/05

A150 REFLECTED CEILING PLAN - FIRSTFLOOR

08/04/03

A151 REFLECTED CEILING PLAN -SECOND FLOOR

06/06/05

A152 REFLECTED CEILING PLAN - THIRDFLOOR

05/26/05

A153 REFLECTED CEILING PLAN -FOURTH FLOOR

05/26/05

A154 REFLECTED CEILING PLAN - FIFTHFLOOR PENTHOUSE

05/26/05

A200 EXTERIOR ELEVATIONS NORTH &SOUTH

18/04/05

A201 EXTERIOR ELEVATIONS EAST &WEST

03/16/05

A202 5TH FLOOR - PENTHOUSEELEVATIONS

05/05/05

Drawing List 3



SDA - RevNumber

A000 MATERIAL/ GRAPHIC SYMBOLS,ABBREVIATIONS

08/04/03

A0001 Cover Sheet 01/30/07

A002 PROJECT STANDARDS, PARTITIONTYPES

08/04/03

A003 CODE SUMMARY 04/07/05

A004 CODE SUMMARY 07/06/05

A010 DOOR SCHEDULE 08/04/03

A011 DOOR TYPES AND DETAILS 08/04/03

A012 DOOR & WINDOW DETAILS 06/06/05

A013 DOOR & WINDOW DETAILS 07/06/05

A100 FIRST FLOOR PLAN 08/04/03

A100.5 GARAGE PLAN & ROOF PLAN 03/18/05

A101 SECOND FLOOR PLAN 03/18/05

A102 THIRD FLOOR PLAN 03/16/05

A103 FOURTH FLOOR PLAN 03/16/05

A104 FIFTH FLOOR PLAN - PENTHOUSE 03/16/05

PRESENTED BY CADD CENTERS OF FLORIDAPRESENTED BY CADD CENTERS OF FLORIDAPRESENTED BY CADD CENTERS OF FLORIDAPRESENTED BY CADD CENTERS OF FLORIDA

A/C Air Conditioning

AB Anchor Bolt

ABV Above

AC or ACOUS Acoustical

AC PNL Acoustical Panel

ACC Access

ACFL Access Floor

ACPL Acoustical Plaster

ACT Acoustical Tile

ACU Air Conditioning Unit

AD Access Door

AD Area Drain

ADD Addendum

ADDL Additional

ADH Adhesive

ADJ Adjacent

ADJT Adjustable

AFF Above Finish Floor

AGG Aggregate

AHU Air Handling Unit

AL or ALUM Aluminum

ALLOW Allowance

ALT Alternate

ANC Anchor, Anchorage

ANOD Anodized

AP or ACC PNL Access Panel

APC Architectural Precast Concrete

APPROXApproximate

APT Apartment

ARCH Architect (ural)

ASC Above Suspended Ceiling

ASPH Asphalt

AUTO Automatic

AVE Avenue

AVG Average

AWT Acoustical Wall Treatment

B & B Balled & Bagged

BAL Balance

BBD Bulletin Board

BC Back of Curb

BD Board

BF Bottom Face

BFE Bottom Footing Elevation

BG Bumper Guard

BITUM Bituminous

BJT Bed Joint

BL Building Line

BLDG Building

BLK Block

BLKG Blocking

BLR Boiler

BLW Below

BM Beam

BM Bench Mark

BO By Others/Owner

BOC Bottom of Curb

BOT Bottom

BPL Bearing Plate

BR Bedroom

BRG Bearing

BRIDG Bridging

BRK Brick

BRKT Bracket

BRZ Bronze

BS Both Sides

BSMT Basement

BTWN Between

BUR Built-up Roofing

BVL Bevel(ed)

BW Both Ways

C Celsius, Degree

C Channel

C to C Center to Center

CAB Cabinet

CANTL Cantilever

CB Catch Basin

CCTV Closed Circuit Television

CEM Cement

CF Cubic Foot

CFM Cubic Feet Per Minute

CG Corner Guard

CH Coat Hook

CHAM Chamfer

CHBD Chalkboard

CHEM Chemical, Chemistry

CI Cast Iron

CI Cubic Inch

CIP Cast Iron Pipe

CIP CONC Cast-In-Place Concrete

CIR Circle

CJT Control Joint

CKT Circuit

CL Center Line

CLG Ceiling

CLG HT Ceiling Height

CLL Contract Limit Line

CLO Closet

CLR Clear or Clearance

CLRM Classroom

CM Centimeter(s)

CM Construction Manager

CMP Corrugated Metal Pipe

CMU Conc. Masonry Unit

CND Conduit

CO Change Order

CO Cleanout

COL Column

COMM Communication Outlet

CONC Concrete

COND Condenser or Condensate

CONF Conference

CONN Connect (ed)(ion)

CONSTR Construction

CONT Continuous

CONTR Contractor

COORD Coordinate

CORR Corridor

CORR Corrugated

CPT Carpet(ed)

CRS Course(s)

CRT Computer Terminal

CSMT Casement

F Fahrenheit

FAS Fasten, Fastener

FB Face Brick

FBO Furnished By Others

FCO Floor Cleanout

FD Floor Drain

FDTN Foundation

FE Fire Extinguisher

FEC Fire Extinguisher Cabinet

FF Finished Floor

FF&E Furniture, Furnishings & Equip.

FFE Finished Floor Elevation

FFL Finished Floor Line

FH Fire Hydrant/Hose

FHC Fire Hose Cabinet

FHMS Flat Head Machine Screws

FHWS Flat Head Wood Screws

FIN Finish

FIX Fixture

FL Flow Line

FLASH Flashing

FLR Floor

FLUOR Fluorescent

FOC Face of Concrete

FOM Face of Masonry

FOS Face of Stud

FOW Face of Wall

FP Fireproof

FRM Frame

FS Full Size

FT Feet

FT Foot, Feet

FTG Footing

FUR Furring

FURN Furnish

FUT Future

N North

NA Not Applicable

NAT Natural

NE Northeast

NIC Not In Contract

NO Number

NOM Nominal

NORM Normal

NRC Noise Reduction Coefficient

NTS Not to Scale

NW Northwest

OA Overall

OB Obscure

OB GL Obscure Glass

OC On center

OD Outside Diameter

OFF Office

OH Overhead

OPNG Opening

OPP Opposite

ORD Overflow Roof Drain

ORIG Original

OTO Out to Out

OZ Ounce

PC Point of Curve

PCF Pounds per Cubic Foot

PERF Perforated

PI Point of Intersection

PL Plate

PL Property Line

PLAM Plastic Laminate

PLAS Plaster

PLUMB Plumbing

PNL Panel

PR Pair

PRELIM Preliminary

PROJ Projection

PSF Pounds per Square Foot

PSI Pounds per Square Inch

PT Point, Point of Tangent

PTD Painted

PTD Paper Towel Dispenser

PTN Partition

PVC Polyvinyl Chloride

PVMT Pavement

PWD Plywood

R or RAD Radius

RA Return Air

RCP Reinforced Concrete Pipe

RD Roof drain

RE or REF Reference

REBAR Reinforcing Bar

REC Recessed

RECP Receptacle

RECT Rectangular

REFR Refrigerator

REG Regular

REINF Reinforc(ing)(ed)

REQD Required

RET Return

REV Revision

RFG Roofing

RH Right hand

RLF Relief

RM Room

RND Round

RO Rough Opening

ROW Right of Way

RR Railroad

S South

SA Supply Air

SAN Sanitary

SCD JT Scored Joint

SCHED Schedule

SE Southeast

SECT Section

SHT Sheet

SIM Similar

SPEC Specification

SQ Square

SQ FT or SF Square Foot

ST STL or SS Stainless Steel

STAG Staggered

STC Sound Transmission Coefficient

STD Standard

STL Steel

STOR Storage

STRUCT STL Structural Steel

SUSP Suspen(ded)(sion)

SW Southwest

SW Switch

SWD Solid Wood

SYS System

CST Cast Stone

CSWK Casework

CT Ceramic Tile

CT Cooling Tower

CTR Center

CUH Cabinet Unit Heater

CW Cold Water

CY Cubic Yard

CYL Cylinder

D Depth

DBL Double

DBL ACT Double Acting

DC Direct Current

DEG Degree

DEMO Demolish, Demolition

DEPT Department

DF Drinking Fountain

DH Double Hung

DIA Diameter

DIAG Diagonal

DIFF Diffuser

DIM Dimension

DIR Direction, Director

DISP Dispenser

DIST Distribution

DIV Division

DL Dead Load

DMT Demountable

DN Down

DO Ditto

DO Door Opening

DP Dampproofing

DP Deep

DR Doctor

DR Door

DS Downspout

DSGN Design

DTL Detail

DUP Duplicate

DWG Drawing

DWL(S) Dowel(s)

DWR Drawer

E East

EA Each

EE Each End

EF Each Face

EF Exhaust Fan

EG Exhaust Grille

EIFS Ext. Insulation & Finish System

EJT Expansion Joint

EL or ELEV Elevation

ELAS Elastomeric

ELEC Electrical

ELEV Elevator

EMER Emergency

ENCL Enclosure

ENGR Engineer

ENTR Entrance

EQ Equal

EQUIP Equipment

ESC Escalator

EST Estimate

ESTB Establish

EW Each Way

EWC Electric Water Cooler

EXH Exhaust

EXIST'G Existing

EXP Expansion

EXT Exterior

EXTRU Extrusion

GA Gage or Gauge

GAL Gallon

GALV Galvanized

GB Grab Bar

GC General Contract(or)

GEN Generator

GL Glass

GLU-LAM Glued-Laminated

GR Grade

GR BM Grade Beam

GRND Ground

GU Gutter

GWB Gypsum Wallboard

GYP Gypsum

H High

H PT High Point

HC Hollow Core

HD Head

HDBD Hardboard

HDR Header

HDW Hardware

HDWD Hardwood

HJT Head Joint

HM Hollow Metal

HNDRL Handrail

HORIZ Horizontal

HP Horsepower

HR Hour

HT Height

HTG Heating

HVAC Heating, Ventilating, Air Conditioning

HW Hot Water

HWH Hot Water Heater

HWY Highway

HYD Hydrant

HZ Hertz

ID Inside Diameter

IF Inside Face

ILLUM Illumination

IN Inches

INCL Include(d)(ing)

INFO Information

INSUL Insulation

INSUL PNL Insulated Panel

INT Interior

INVT Invert

INVT EL Invert Elevation

JAN Janitor

JB Junction Box

JST Joist

JST BR Joist Bearing

JT Joint

K Kips

KD Knocked Down

KIT Kitchen

KO Knockout

KPL Kick Plate

KVA Kilovolt Amps

KW Kilowatts

L Length

LAB Laboratory

LAM Laminated

LAV Lavatory

LG Large

LH Left Hand

LIN Linear

LL Live Load

LLH Long Leg Horizontal

LLV Long Leg Vertical

LOC Locate, Location

LONG Longitudinal

LP Low Point

LT Light

LTG Lighting

LTL Lintel

LVR Louver

LWT Lightweight

LWT CONC Lightweight Concrete

M Meter

MACH Machine

MAINT Maintenance

MAN Manual

MAS Masonry

MATL Material

MAX Maximum

MBR Member

MECH Mechanical

MED Medium

MEMB Membrane

MEZZ Mezzanine

MFR Manufacturer

MH Manhole

MIN Minimum

MIN Minute

MIR Mirror

MISC Miscellaneous

MIX Mixture

MLDG Molding

MLWK Millwork

MM Millimeter

MO Masonry Opening

MOD Modified, Modular

MS Machine Screw

MTD Mounted

MTL Metal

MTR Mortar

MULL Mullion

T & G Tongue and Groove

TB Towel Bar

TEL Telephone

TEMP Temperature

TEMP GL Tempered Glass

TEX FIN Textured Finish

THERM Thermal

THK Thick(ness)

TKBD Tackboard

TLT Toilet

TOB Top of Beam

TOC Top of Curb, Top of Concrete

TOD Top of Deck

TOF Top of Footing

TOP Top of Pier

TOPAR Top of Parapet

TOS Top of Steel

TOW Top of Wall

TPD Toilet Paper Dispenser

TR Transom

TV Television

TYP Typical

UL Underwriters Laboratories

UNFIN Unfinished

UR Urinal

USG United States Gage

UTIL Utility

V Volt

VAL Value

VAR Varnish

VB Vapor Barrier

VCT Vinyl Composition Tile

VEN Veneer

VENT Ventilating

VERT Vertical

VEST Vestibule

VIT Vitreous

VOL Volume

VWC Vinyl Wall Covering

W West

W Wide, Width

W/ With

W/O Without

WC Water closet

WD Wood

WDW Window

WF Wide Flange

WG Wired Glass

WH Water Heater

WI Wrought Iron

WPT Working Point

WSCT Wainscot

WT Weight

WTW Wall to Wall

WWF Welded Wire Fabric

YD Yard

X

XX

XXXXXXX

XXXXX

XXXXX

X

XXXX'-X"

X'-X" AFF

X

XXX

XXXXXXXX000

XXXX

LOOSE FILL INSULATION

GYPSUM BOARD

CERAMIC TILE

CEILING PANEL

CARPET

GLASS

LATH AND PLASTER

PLASTIC GLAZING

EXTERIOR INSULATION &

RIGID INSULATION

FINISH SYSTEM (EIFS)

PARTICLEBOARD

SOLID SURFACE MATERIAL

BATT INSULATION

FINISH WOOD

HARD BOARD

INTERMITTENT WOOD

PLYWOOD

OTHER METALS

CONTINUOUS WOOD

ALUMINUM

SAND (in section)

SLATE

STEEL

PRECAST CONCRETE

BRICK

GLASS BLOCK

CONCRETE MASONRY UNITS

CUT STONE

CAST STONE

CEMENTITIOUS TOPPINGS

GROUT

CAST-IN-PLACE CONCRETE

DRAINAGE FILL

BASE COURSE

BACKFILL (new)

EARTH (existing)

PLAN NORTH TRUE NORTH

NORTH ARROWS

LANDSCAPE TAG SYMBOL

WINDOW SYMBOL

SPOT ELEVATION SYMBOL

FINISH TAG SYMBOL

CEILING HEIGHT SYMBOL

KEYNOTE SYMBOL

FLOOR SLAB ELEV. SYMBOL

BUILDING SECTION/DETAIL

DETAIL REFERENCE SYMBOL

SYMBOL

BENCHMARK /

WALL SECTION/DETAIL

PARTITION TYPE SYMBOL

FLOOR ELEV. SYMBOL

SYMBOL

DOOR SYMBOL

WALL/BUILDING

ROOM TAG SYMBOL

ELEVATION SYMBOL

GRID INDICATOR

REVISION INDICATOR

COLUMN LINE /

PRECAST CONCRETE WALL

CONCRETE WALL

GLASS BLOCK WALL

EXISTING WALLTO REMAIN

BRICK WALL

STUD WALL

CMU WALL

TREES+SHRUBS

EXISTING WALLTO BE REMOVED

NEW WALL

x x

SETBACK LINE

PROPERTY LINE

FINISHED CONTOUR

EXISTING CONTOUR

FENCE

GUARDRAIL

08 DOORS & WINDOWS08 DOORS & WINDOWS08 DOORS & WINDOWS08 DOORS & WINDOWS

09 FINISHES09 FINISHES09 FINISHES09 FINISHES

07 THERMAL & MOISTURE PROTECTION07 THERMAL & MOISTURE PROTECTION07 THERMAL & MOISTURE PROTECTION07 THERMAL & MOISTURE PROTECTION

06 WOOD AND PLASTICS06 WOOD AND PLASTICS06 WOOD AND PLASTICS06 WOOD AND PLASTICS

05 METALS05 METALS05 METALS05 METALS

04 MASONRY04 MASONRY04 MASONRY04 MASONRY

02 SITE CONSTRUCTION02 SITE CONSTRUCTION02 SITE CONSTRUCTION02 SITE CONSTRUCTION

03 CONCRETE03 CONCRETE03 CONCRETE03 CONCRETE

01 GENERAL01 GENERAL01 GENERAL01 GENERAL

BUILDING WALL SYMBOLSBUILDING WALL SYMBOLSBUILDING WALL SYMBOLSBUILDING WALL SYMBOLS

SITE PLAN SYMBOLSSITE PLAN SYMBOLSSITE PLAN SYMBOLSSITE PLAN SYMBOLS

x/xxxx

X

XXX

xx

xx

X


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Date:

Proj. Architect:

Drawn By:

Project No.

Checked By:

PLUMBINGCentral Plumbing

13707 Wyandotte St.


tel 816.942.6355

CIVIL ENGINEER

Olsson Associates


Suite 200


tel 913.381.1170

fax 913.381.1174


Consultants, P.A.



tel. 785-842-6464

STRUCTURAL ENGINEER


4338 Belleview


tel 816.531.4144

fez 816.531.8572


10016 Darnell Rd.


tel 913.888.3991

ARCHITECTBNIM Architects



tel 816.783.1500

fax 816.783.1501


1703 Wyandotte

Suite 400


tel 816.472.0900

16 17 18

16 17 18

P

Q

P

Q

ELECTRICAL CONTRACTOROliver Electric

3104 Haskell Ave #A

Lawrence, KS 66046

tel. 785.748.0777

2005. JULY.12

2120 WYANDOTTE


2/1/2007 9:48:15 PM

A000

MATERIAL/ GRAPHIC

SYMBOLS,

ABBREVIATIONS

FREIGHTHOUSE FLATS

04106

Designer

Author

CONSTRUCTION SET


5700 Golden Bear


RE:1 : 1A1A1A1A1 ABBREVIATIONSABBREVIATIONSABBREVIATIONSABBREVIATIONSRE:1 : 1A11A11A11A11 MATERIAL AND GRAPHIC SYMBOLSMATERIAL AND GRAPHIC SYMBOLSMATERIAL AND GRAPHIC SYMBOLSMATERIAL AND GRAPHIC SYMBOLS


FINISHED FLOOR

5' - 0"

1' - 0"3' - 6"

2' - 7"

8"

3' - 0" MAX

1' - 5" TO 1'-7"

FINISHED FLOOR

SANITARY NAKPIK DISPENSER

COMBINATION UNIT (TOWELL

DISPENSER AND WASTE

RECEPTACLE

4' - 0"

4' - 0" TOP OF CONTROLS

FINISHED FLOOR

5' - 0" CLEAR

6" 1' - 0" 2' - 0"

1' - 5" TO 1'-7"

3' - 0" MAX

GRAB BAR

TOILET PARTITION

TOILET PAPER DISPENSER

FINISHED FLOOR

3' - 4"

4' - 0"

ALIGN

ELECTRICAL PANEL

FIRE HOSE CABINET, FULLY

RECESSED, SEMI-RECESSED,

OR SURFACE MOUNTED

FIRE EXTINGUISHER CABINET, FULLY

RECESSED, SEMI-RECESSED, OR

SURFACE MOUNTED

3" - 4" FOR BRACKET MOUNTED

EXTINGUISHERS

FIRE EXTINGUISHER

EXIT

FINISHED FLOOR

6' - 8"

4' - 0"

1' - 3"

6"1' - 0"

4' - 0"

4' - 0"6' - 0"

6"

5' - 0"

EQ EQ

FIRE ALARM (COMBINATION SPEAKER AND STROBE)

FIREMAN'S PHONE JACK

WALL MOUNTED EXIT LIGHT

LIGHT SWITCH AND DIMMER

THERMOSTAT OR OTHER

CONTROL DEVICE

ELECTRIC, TELEPHONE,

OR DATA RECEPTACLE

HALL SIGNAL

TACTILE SIGNAGE ON

HOISTWAY ENTRANCE

CALL BUTTON STATION

ELEVATOR DOOR

WALL SCONES

BOTTOM OF MIRROR

FINISHED FLOOR

9"

2' - 5"

2' - 10"

3' - 4"

6"8"

2' - 0"

FINISHED FLOOR

3' - 0" MIN.

EQ EQ

2' - 0"

1' - 5"

STANDARD HEIGHTFLUSH CONTROL MOUNTED

AT 44" A.F.F. MAX FOR

ACCESSIBLE URINAL

TOILET PARTITION

ACCESSIBLE HEIGHT

FINISHED FLOOR

3' - 4"

9" 2' - 3"

3' - 0"

6"8"

WATER COOLER

TELEPHONE COIN SLOT

1' - 7" TO 1'-9"

MIN.

MAX.

MIN. MAX.

4' - 0"

APARTITIONPARTITIONPARTITIONPARTITION

SYSTEMSYSTEMSYSTEMSYSTEM

NOTESPARTITION IDENTIFICATION

BASIC PARTITION THICKNESS

INSULATION THICKNESS

FIRE TEST NUMBER

ACOUSTICAL RATING (STC)

ACOUSTICAL TEST NUMBER

FIRE RATING (HRS)

ACOUSTICAL JOINTS

METAL THICKNESS

STUD SPACING (0.C.)

FIRE-RESISTIVE JOINTS

GWB THICKNESS

STRUCT.

REMARKS:

ABOVE

STUDS TO

STUD SIZE

PLAN SYMBOL

W/ GWB TO STRUCTURE ABOVE

W/ GWB TO 6"ABOVE CEILING

Yes

Yes

Yes

No

A1

6 1/8"

2 HR

U415 & 417

53

NGC 2282

-

5/8"

3 5/8"

1' - 4"

(2) LAYERS GYP. EA

SIDE

Yes

Yes

Yes

No

A2

5 1/2"

1 HR

U465

47

NGC 2386

3.5"

5/8"

3 5/8"

1' - 4"

(2) LAYERS GYP ON

ONE SIDE OF THE

PARTITION AND (1)

LAYER GYP ON THE

SECOND SIDE

No

No

Yes

No

A3

4 1/4"

-

-

-

-

-

5/8"

3 5/8"

1' - 4"

ACOUS./FIRE-

RESISTIVE JOINT

SYSTEM NO.

BASIC PARTITION

THICKNESS

METAL STUDS

APPLIED FINISH

SEE FINISH

SCHED.

GWB EA. SIDE

ACOUS./FIRE-RESISTIVE

JOINT SYSTEM NO.No

No

Yes

No

A4

7 1/4"

-

-

-

-

-

5/8"

6"

25 MSG

1' - 4"

(1) LAYERS GYP. EA

SIDE

F

ACOUS./FIRE-

RESISTIVE JOINT

SYSTEM NO.

BASIC PARTITION

THICKNESS

METAL STUDS

SOUND BATT INSUL.

(WHERE SCHD.)

APPLIED FINISH

SEE FINISH

SCHED.

GWB EA. SIDE


JOINT SYSTEM NO.

INSUL. IN BOTH STUD CAVITIES PER

FIRE TEST NO.

RATED PARTITIONS SHALL HAVE




FIRE TEST NUMBER



FIRE RATING (HRS)

ACOUSTICAL JOINTS

METAL THICKNESS

STUD SPACING (0.C.)


GWB THICKNESS

STRUCT.

REMARKS:

ABOVE

STUDS TO

STUD SIZE

PLAN SYMBOL



PARTITIONPARTITIONPARTITIONPARTITION


Yes

Yes

Yes

No

F1

1' - 0 3/4"

2 HR

U411

56

NGC 3022

3.5"

5/8"

3 5/8"

1' - 4"

UL NO. APPLIES TO 3

5/8" STUD WALL W/ 2

LYRS GYP EA. SIDE

ADDT'L ASSEMBLY

NOT RATED

Yes

Yes

Yes

No

F2

11 1/2"

1 HR

U465

56

NGC2386

3.5"

5/8"

3 5/8"

1' - 4"

UL NO. APPLIES TO 3

5/8" STUD WALL W/ 1

LYRS GYP EA. SIDE

ADDT'L ASSEMBLY

NOT RATED

, 6", 6"

D

BASIC PARTITION

THICKNESS

METAL STUDS

APPLIED FINISH

SEE FINISH

SCHED.

GWB EA. SIDE




FIRE TEST NUMBER



FIRE RATING (HRS)

ACOUSTICAL JOINTS

METAL THICKNESS

STUD SPACING (0.C.)


GWB THICKNESS

STRUCT.

REMARKS:

ABOVE

STUDS TO

STUD SIZE

PLAN SYMBOL



PARTITIONPARTITIONPARTITIONPARTITION


No

No

Yes

No

D1

4 1/4"

-

5/8"

3 5/8"

1' - 4"

JPARTITIONPARTITIONPARTITIONPARTITION





FIRE TEST NUMBER



FIRE RATING (HRS)

ACOUSTICAL JOINTS

METAL THICKNESS

STUD SPACING (0.C.)


GWB THICKNESS

STRUCT.

REMARKS:

ABOVE

STUDS TO

STUD SIZE

PLAN SYMBOL



ACOUS./FIRE-

RESISTIVE JOINT

SYSTEM NO.

BASIC PARTITION

THICKNESS

METAL STUDS

APPLIED FINISH

SEE FINISH

SCHED.

GWB EA. SIDE


JOINT SYSTEM NO.Yes

Yes

Yes

No

J1

5 5/8"

2 HR

U415, SYS. B

-

-

-

5/8"

2 1/2"

-

1' - 4"

(2) LAYERS GYP ON

ONE SIDE OF THE

PARTITION AND (1)

LAYER SHAFT WALL

ON THE SECOND SIDE

,"C-H"

LOCATIONS - ELEVATOR

ASSEMBLY DOORS, CORE SHAFT

AND FIRST FLOOR CEILING

.

.

.

.

.

.

.

NOTES

APPLIED FINISH

SEE FIN. SCHED.

MASONRY

UNITS SEE

SCHEDULE FOR

MATERIAL

NPARTITIONPARTITIONPARTITIONPARTITION


BASIC PARTITION

THICKNESS

PARTITION IDENTIFICATION


MASONRY MATERIAL

FIRE TEST NUMBER



FIRE RATING (HRS)

MASONRY % SOLID

HEIGHT

REMARKS:

PARTITION

PLAN SYMBOL



No

No

No

No

N1

8"

2 HR

U905

-

-

-

0

0"

0"

1 HOUR REQ.


1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

M

N

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

M

N


Date:

Proj. Architect:

Drawn By:

Project No.

Checked By:


13707 Wyandotte St.


tel 816.942.6355

CIVIL ENGINEER

Olsson Associates


Suite 200


tel 913.381.1170

fax 913.381.1174


Consultants, P.A.



tel. 785-842-6464

STRUCTURAL ENGINEER


4338 Belleview


tel 816.531.4144

fez 816.531.8572


10016 Darnell Rd.


tel 913.888.3991




tel 816.783.1500

fax 816.783.1501


1703 Wyandotte

Suite 400


tel 816.472.0900

16 17 18

16 17 18

P

Q

P

Q


3104 Haskell Ave #A

Lawrence, KS 66046

tel. 785.748.0777

2005. JULY.12

2120 WYANDOTTE


2/1/2007 9:48:28 PM

A002

PROJECT STANDARDS,

PARTITION TYPES

FREIGHTHOUSE FLATS

04106

Designer

Author

CONSTRUCTION SET


5700 Golden Bear


RE: 1/4" = 1'-0"A1A1A1A1 RESTROOM HEIGHTS (SIDE)RESTROOM HEIGHTS (SIDE)RESTROOM HEIGHTS (SIDE)RESTROOM HEIGHTS (SIDE)RE: 1/4" = 1'-0"A4A4A4A4 RESTROOM HEIGHTS (MISC)RESTROOM HEIGHTS (MISC)RESTROOM HEIGHTS (MISC)RESTROOM HEIGHTS (MISC)

RE: 1/4" = 1'-0"E1E1E1E1 RESTROOM HEIGHTS (FRONT)RESTROOM HEIGHTS (FRONT)RESTROOM HEIGHTS (FRONT)RESTROOM HEIGHTS (FRONT)RE: 1/4" = 1'-0"E8E8E8E8 MISC MOUNTING HEIGHTSMISC MOUNTING HEIGHTSMISC MOUNTING HEIGHTSMISC MOUNTING HEIGHTS

RE: 1/4" = 1'-0"A8A8A8A8 MISC HEIGHTSMISC HEIGHTSMISC HEIGHTSMISC HEIGHTS

RE: 1/4" = 1'-0"E12E12E12E12 LAVATORY MOUNTING HEIGHTSLAVATORY MOUNTING HEIGHTSLAVATORY MOUNTING HEIGHTSLAVATORY MOUNTING HEIGHTSRE: 1/4" = 1'-0"E4E4E4E4 RESTROOM HEIGHTSRESTROOM HEIGHTSRESTROOM HEIGHTSRESTROOM HEIGHTS

RE: 1/4" = 1'-0"A12A12A12A12 ACCESSORY HEIGHTSACCESSORY HEIGHTSACCESSORY HEIGHTSACCESSORY HEIGHTS

RE:1 : 1H1H1H1H1 PARTITION TYPE APARTITION TYPE APARTITION TYPE APARTITION TYPE A

RE:1 : 1J1J1J1J1 PARTITION TYPE FPARTITION TYPE FPARTITION TYPE FPARTITION TYPE F

RE:1 : 1H7H7H7H7 PARTITION TYPE DPARTITION TYPE DPARTITION TYPE DPARTITION TYPE D

RE:1 : 1J7J7J7J7 PARTITION TYPE JPARTITION TYPE JPARTITION TYPE JPARTITION TYPE JRE:1 : 1J11J11J11J11 PARTITION TYPE NPARTITION TYPE NPARTITION TYPE NPARTITION TYPE N


1 PR#1 - City CommentsAddendum

Sep 02, 2005

2 PR#2 Sep 16, 2005

FACILITY:

FREIGHT HOUSE FLATS

2120 WYANDOTTE

KANSAS CITY MO 64105

OWNER:

2120 WYANDOTTE INVESTORS

5700 GOLDEN BEAR

OVERLAND PARK, KS 66223

PROJECT ARCHITECT:

BNIM ARCHITECTS

106 W. 14TH STREET

SUITE 200

KANSAS CITY, MO 64105

BUILDING DESCRIPTION:

RENOVATION OF A HISTORIC 3 STORY WAREHOUSE INTO LOFTS.

LEGAL BUILDING LOCATION:

LOTS 10 THROUGH 14, AND THE SOUTH 10 FEET OF LOT 9, BLOCK 21, GOODRICH

ADDITION, A SUBDIVISION IN KANSAS CITY, JACKSON COUNTY.

APPLICABLE CODES:

2003 - INTERNATIONAL BUILDING CODE (IBC)

2003 - INTERNATIONAL MECHANICAL CODE (ICC)

2003 - INTERNATIONAL ENERGY CONSERVATION CODE (ICC)

2003 - UNIFORM PLUMBING CODE (IAPMO)

2002 - NATIONAL ELECTRICAL CODE (NFPA)

ASME A17.1-1996 SAFETY CODE FOR ELEVATORS AND ESCALATORS

AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES (ADAAG)

USE & OCCUPANCY CLASSIFICATION:

NON-SEPERATED USE R-2/ S-2 OCCUPANCY

RESIDENTIAL R-2 (CONDOMINIUMS) (310.1)

LOW HAZARD STORAGE G-2 (PARKING GARAGE) 311.3

BUILDING CONSTRUCTION TYPE:

CONSTRUCTION CLASSIFICATION - TYPE III (602.5)

FIRE RESISTANCE RATING - B (TBL 601)

RATING REQUIREMENTS FOR BLDG ELEMENTS:

STRUCT. FRAMING: 0 HR

BEARING WALLS 2 HR

NON-BEARING PARTITIONS (EXT)VARIES

NON-BEARING PARTITIONS (INT) TBL 602

FLOOR ASSEMBLY 0 HR

ROOF ASSEMBLY 0 HR

BUILDING HEIGHTS & AREAS:

BASE ALLOWABLE HEIGHT & AREA (TBL. 503)

GROUP R-2, TYPE IIIB 55' ALLOWABLE HEIGHT / 4 STORIES / 16,000 SQ. FT. / FLOOR

HEIGHT ADJUSTMENT: 20' OR ONE STORY FOR NFPA 13 SPRINKLER SYSTEM

ACTUAL BUILDING HEIGHT - 51'-7"

AREAS:

FLOOR ALLOWABLE ACTUAL

1ST FLOOR 16,000 13,420

2ND FLOOR 16,000 3,994

3RD FLOOR 16,000 9,629

4TH FLOOR 16,000 9,635

5TH FLOOR 16,000 5,036

GARAGE 26,000 8,512

TOTAL 46232

FIRE BARRIERS:

REQ'D AND PROVIDED @ SHAFT ENCLOSURES - 2 HR (706.3.1 & 707.4)

REQ'D AND PROVIDED @ EXIT ENCLOSURES (706.3.2 & 1019.1)

EXISTING CONCRETE COLUMNS @ SHAFT AND EXIT ENCLOSURES - 1'0" AT NARROWEST

POINT - EXCEEDS REQUIRED THICKNESS TLB 720.1(2) ITEM 4-1.1

SHAFT ENCLOSURES:

REQ.D & PROVIDED @ OPENINGS IN FLOOR / CEILING ASSEMBLY (707.2)

RATING: 2 HR, 4 STORIES OR MORE (707.4)

CONTINUITY: FLOOR TO FLOOR / ROOF /DECK ABOVE (707.5)

OPENINGS: 1.5 HR ASSEMBLY

VERTICAL EXIT ENCLOSURES:

REQUIRED & PROVIDED @ OPENINGS IN FLOOR / CEILING ASSEMBLY (707.2)

RATING: 2 HR, 4 STORIES OR MORE (1019.1)

CONTINUITY: FLOOR TO FLOOR / ROOF / DECK ABOVE (706.4)

OPENINGS: 1.5 HR ASSEMBLY (1019.1 & TBL. 715.3)

CONCEALED SPACES

FIRE BLOCKING AND DRAFTSTOPPING NOT REQUIRED

AUTOMATIC SPRINKLER SYSTEM:

REQUIRED (903.2.7)

NFPA-13 QUICK-RESPONSE AUTOMATIC SPRINKLER PROVIDED THROUGH-OUT (903.3.1.1

& 903.3.2)

NOTIFICATION APPLIANCES WILL ACTIVE UPON SPRINKLER FLOW (907.2.9 EXC. 2.2)

STANDPIPE SYSTEMS:

REQ'D AND PROVIDED: CLASS 1 ALLOWED (905.3.1 EXC. 1)

LOC'S OF HOSE CONNECTIONS: EVERY REQ'D STAIRWAY, HOSE CONNECTION PR0VIDED

FOR EACH FLOOR LEVEL @ INTERMEDIATE LANDINGS (905.4)

FIRE ALARM & DETECTION SYSTEM:

R-2 NOT REQUIRED (907.2.9 EXC. 2)

ONE MANUAL FIRE ALARM BOX WILL BE PROVIDED IN APPROVED LOCATION

SLEEPING UNITS SHALL HAVE THE CAPACITY TO SUPPORT VISIBLE ALARM NOTIFICATION

SMOKE ALARMS WILL BE INSTALLED IN ACCORDANCE WITH NFPA 72

MEANS OF EGRESS ILLUMINATION:

REQUIRED AND PROVIDED >=1 FOOT-CANDLE AT FLOOR LEVEL

EMERGENCY POWER FOR MEANS OF EGRESS ILLUMINATION REQUIRED & PROVIDED

USING STORAGE BATTERIES, WHERE 2 OR MORE EXITS ARE REQUIRED (1006.3)

POWER AND EMERGENCY POWER FOR EXIT SIGNS ARE REQUIRED AND PROVIDED, USING

STORAGE BATTERIES (1011 AND 2702)

MEANS OF EGRESS:

DESIGN OCCUPANCY LOAD:

OCCUPANCY GROUP ALLOWANCES (TBL 1004.1.2) AREA REQUIRED ON CODE PLANS.

LOAD FACTOR FOR R-2 OCCUPANCY = 200 SF PER OCCUPANT

NUMBER OF UNITS: 22

MIN CLEAR DIMENSIONS

UNIT OCCUPANCY BASED ON ONE OCCUPANT PER BED ROOM

STAIRWAY CLEAR WIDTH OF 36" (1009.1)

EGRESS WIDTH W/ SPRINKLER (1005.1)

STAIRWAYS 0.20" PER OCCUPANT

DOORS 32" (1008.1.1 EXC 1)

LANDINGS 44" / 36" (1009.1)

CORRIDORS: 44" (1005.1 & 1016.2)

36" IF SERVING < 50 OCCUPANTS

MINIMUM NUMBER OF EXITS

REQUIRED AND PROVIDED: 2 EXITS (TBL. 1018.1)

EXIT ACCESS DOORWAY ARRANGEMENT 1/3 DIAGONAL (1014.2.1 EXC. 2)

EXIT ACCESS TRAVEL DISTANCE (TBL. 1015.1 W/ SPRINKLER): 250' MAX

UP

DN

UP

UP

UP UP UP UP

UP

UP

DN

UP

DN

OC

200 AA

927 SF

UNIT 1

5 OC

200 AA

914 SF

UNIT 2

5 OC

200 AA

887 SF

UNIT 3

4 OC

200 AA

861 SF

UNIT 4

4 OC

200 AA

1228 SF

UNIT 5

6

OC

200 AA

707 SF

UNIT 8

3

OC

200 AA

1389 SF

UNIT 7

7

17' - 7"

32 PARKING STALLS

OC

200 AA

917 SF

UNIT 6

5

2 HR

2 HR

UP

DN

DN

UP

DN DN DN

DN

DN DN

OC

200 AA

460 SF

UNIT 7 LOFT

3

OC

200 AA

469 SF

UNIT 8 LOFT

2

OC

200 AA

453 SF

UNIT 1 LOFT

2

OC

200 AA

400 SF

UNIT 2 LOFT

2 OC

200 AA

387 SF

UNIT 3 LOFT

2 OC

200 AA

380 SF

UNIT 4 LOFT

2 OC

200 AA

740 SF

UNIT 5 LOFT

4

OC

200 AA

775 SF

UNIT 6 LOFT

4

25' - 10 1/8"

2 HR

DNUP

DN

UP

OC

200 AA

1267 SF

UNIT 9

6 OC

200 AA

1172 SF

UNIT 10

6 OC

200 AA

1176 SF

UNIT 11

6 OC

200 AA

1243 SF

UNIT 12

6

OC

200 AA

1254 SF

UNIT 13

6

OC

200 AA

1323 SF

UNIT 14

6

OC

200 AA

830 SF

UNIT 15

4

2 HR

DN

UP

DN

UP

UPUP

OC

200 AA

1969 SF

Unit 16

10 OC

200 AA

1644 SF

UNIT 17

8OC

200 AA

1244 SF

UNIT 18

6

OC

200 AA

1657 SF

UNIT 20

8

OC

200 AA

1798 SF

Unit 19

9

2 HR

UP

OC

200 AA

761 SF

UNIT 20 LOFT

4

OC

200 AA

1336 SF

UNIT 21

7

OC

200 AA

1292 SF

UNIT 22

6

OC

200 AA

700 SF

UNIT 19 LOFT

4

DESIGNATED ADA

ACCESSIBLE UNIT.

TENANT FINISH.

1 HR

1 HR EGRESS CORRIDOR

2 HR VERTICAL SHAFT

1 HR SEPARATION

2 HR SEPARATION

PATH OF EGRESS

wallwallwallwall lengthlengthlengthlength heightheightheightheight wall areawall areawall areawall area opennessopennessopennessopenness

Required

South wall 152 13 1976 feet

West Wall 58 10.5 609 feet

North Wall 152 9 1368 feet

East Wall 58 10.5 609 feet 411 SIDE WALL W/O DOOR

total area 4562

20% of total area 912.4 area needed

South WallSouth WallSouth WallSouth Wall

1/2" perf @ 2" oc

912 21.6 19699.2 # of holes in south wall

hole area 0.19625 3865.968 square inches

26.847 square feet

1" hole 3" oc @ top 2 sheets 456 9.6 4377.6 # of holes in south wall

hole area 1.76625 7731.936 square inches

53.694 square feet

West wall GrilleWest wall GrilleWest wall GrilleWest wall Grille 22 12 264

at 75% open 198 per door

East wallEast wallEast wallEast wall

wire mesh 58 7 406 area

304.5 square feet

openness 583.041

remaining 329.359

west door 198

east door 198

east wall 411 396

south wall - 3' 1216

total wall space 1627

remaining 516.4

NOTE:

SECTION 406

406.3 OPEN PARKING GARAGES

SECTION 903

903.2.9 GROUP S-2


1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

M

N

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

M

N


Date:

Proj. Architect:

Drawn By:

Project No.

Checked By:


13707 Wyandotte St.


tel 816.942.6355

CIVIL ENGINEER

Olsson Associates


Suite 200


tel 913.381.1170

fax 913.381.1174


Consultants, P.A.



tel. 785-842-6464

STRUCTURAL ENGINEER


4338 Belleview


tel 816.531.4144

fez 816.531.8572


10016 Darnell Rd.


tel 913.888.3991




tel 816.783.1500

fax 816.783.1501


1703 Wyandotte

Suite 400


tel 816.472.0900

16 17 18

16 17 18

P

Q

P

Q


3104 Haskell Ave #A

Lawrence, KS 66046

tel. 785.748.0777

2005. JULY.12

2120 WYANDOTTE


2/1/2007 9:48:54 PM

A003CODE SUMMARY

FREIGHTHOUSE FLATS

04106

Designer

Author

CONSTRUCTION SET


5700 Golden Bear


RE:1 : 1D15D15D15D15 CODE SUMMARYCODE SUMMARYCODE SUMMARYCODE SUMMARY

RE: 1/16" = 1'-0" A012A10A1A1A1A1 SITE PLAN & FIRST FLOOR CODE PLANSITE PLAN & FIRST FLOOR CODE PLANSITE PLAN & FIRST FLOOR CODE PLANSITE PLAN & FIRST FLOOR CODE PLAN

RE: 1/16" = 1'-0" A100N5K4K4K4K4 SECOND FLOOR CODE PLANSECOND FLOOR CODE PLANSECOND FLOOR CODE PLANSECOND FLOOR CODE PLAN

RE: 1/16" = 1'-0" A012F10A10A10A10A10 THIRD FLOOR CODE PLANTHIRD FLOOR CODE PLANTHIRD FLOOR CODE PLANTHIRD FLOOR CODE PLAN

RE: 1/16" = 1'-0" A013H5G10G10G10G10 FOURTH FLOOR CODE PLANFOURTH FLOOR CODE PLANFOURTH FLOOR CODE PLANFOURTH FLOOR CODE PLAN

RE: 1/16" = 1'-0" A105M15M10M10M10M10 FIFTH FLOOR CODE PLANFIFTH FLOOR CODE PLANFIFTH FLOOR CODE PLANFIFTH FLOOR CODE PLAN

RE:1 : 1A15A15A15A15 CODE LEGENDCODE LEGENDCODE LEGENDCODE LEGEND

RE:1 : 1K1K1K1K1 CODE INTERPRETATIONCODE INTERPRETATIONCODE INTERPRETATIONCODE INTERPRETATION

RE:1 : 1H1H1H1H1 GARAGE CALCULATIONS - OPENESSGARAGE CALCULATIONS - OPENESSGARAGE CALCULATIONS - OPENESSGARAGE CALCULATIONS - OPENESS



Sep 02, 2005

NOTE:

EXISTING TER

RACOTTA BLO

CK ( 8" )


1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

M

N

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

M

N


Date:

Proj. Architect:

Drawn By:

Project No.

Checked By:


13707 Wyandotte St.


tel 816.942.6355

CIVIL ENGINEER

Olsson Associates


Suite 200


tel 913.381.1170

fax 913.381.1174


Consultants, P.A.



tel. 785-842-6464

STRUCTURAL ENGINEER


4338 Belleview


tel 816.531.4144

fez 816.531.8572


10016 Darnell Rd.


tel 913.888.3991




tel 816.783.1500

fax 816.783.1501


1703 Wyandotte

Suite 400


tel 816.472.0900

16 17 18

16 17 18

P

Q

P

Q


3104 Haskell Ave #A

Lawrence, KS 66046

tel. 785.748.0777

2005. JULY.12

2120 WYANDOTTE


2/1/2007 9:49:05 PM

A004CODE SUMMARY

FREIGHTHOUSE FLATS

04106

ESK

Author

CONSTRUCTION SET


5700 Golden Bear


RE:A1A1A1A1 1" = 1'-0"

UL ASSEMBLIESUL ASSEMBLIESUL ASSEMBLIESUL ASSEMBLIES

RE:K14K14K14K14 1" = 1'-0"

IBC - TBL. 720.1(2)IBC - TBL. 720.1(2)IBC - TBL. 720.1(2)IBC - TBL. 720.1(2)



Sep 02, 2005

DOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULE

DOORDOORDOORDOOR

NO.NO.NO.NO.

DOORDOORDOORDOOR FRAMEFRAMEFRAMEFRAME

HEADHEADHEADHEAD STRIKE JAMBSTRIKE JAMBSTRIKE JAMBSTRIKE JAMB HINGE JAMBHINGE JAMBHINGE JAMBHINGE JAMB SILL DETLSILL DETLSILL DETLSILL DETL HDWR SETHDWR SETHDWR SETHDWR SET

FIREFIREFIREFIRE

RATINGRATINGRATINGRATING COMMENTSCOMMENTSCOMMENTSCOMMENTSTYPETYPETYPETYPE MATERIAL MATERIAL MATERIAL MATERIAL FINISHFINISHFINISHFINISH WIDTHWIDTHWIDTHWIDTH HEIGHTHEIGHTHEIGHTHEIGHT THICKNESSTHICKNESSTHICKNESSTHICKNESS TYPETYPETYPETYPE MATERIALMATERIALMATERIALMATERIAL FINISHFINISHFINISHFINISH PROFILEPROFILEPROFILEPROFILE

16-1 A.5 WOOD CLEAR 3' - 0" 7' - 0" 1 3/4" 1 MTL. PAINTED b K4A011 G11A011 SIM. G8A011 20 MIN

16-2 D.1 ALUM. CLEAR 3' - 0" 7' - 0" 1 3/4" 1 ALUM. CLEAR

16a G.2 WOOD CLEAR 2' - 6" 6' - 8" 1 3/4" 3 WOOD PAINTED - N1A012 N5A012 N5A012

16b H.1 WOOD CLEAR 4' - 0" 6' - 8" 1 3/4" 1 WOOD PAINTED c - - - -

16d G.1 WOOD CLEAR 3' - 0" 6' - 8" 1 3/4" 3 WOOD PAINTED - N1A012 N5A012 N5A012 -

16f-1 F.2 WOOD CLEAR 7' - 0" 7' - 0" 1 3/4" 2 WOOD PAINTED - H1A012 H5A012 SIM. H5A012 D1A012 -

16f-2 G.3 WOOD CLEAR 2' - 8" 6' - 8" 1 3/4" 3 WOOD PAINTED - N1A012 N5A012 N5A012

16h G.3 WOOD CLEAR 2' - 8" 6' - 8" 1 3/4" 3 WOOD PAINTED - N1A012 N5A012 N5A012



17a F.1 WOOD CLEAR 3' - 6" 7' - 0" 1 3/4" 2 WOOD PAINTED - H1A012 H5A012 SIM. H5A012 D1A012 -

17b F.2 WOOD CLEAR 7' - 0" 7' - 0" 1 3/4" 2 WOOD PAINTED - H1A012 H5A012 SIM. H5A012 D1A012 -

17b-1 G.3 WOOD CLEAR 2' - 8" 6' - 8" 1 3/4" 3 WOOD PAINTED - N1A012 N5A012 N5A012

17c G.3 WOOD CLEAR 2' - 8" 6' - 8" 1 3/4" 3 WOOD PAINTED - N1A012 N5A012 N5A012

17f A.2 WOOD CLEAR 2' - 10" 6' - 8" 1 3/4" 1 WOOD PAINTED c - - -

17g G.3 WOOD CLEAR 2' - 8" 6' - 8" 1 3/4" 3 WOOD PAINTED - N1A012 N5A012 N5A012

17h H.1 WOOD CLEAR 4' - 0" 6' - 8" 1 3/4" 3 WOOD PAINTED - N1A012 N5A012 N5A012 -




18b H.1 WOOD CLEAR 4' - 0" 6' - 8" 1 3/4" 1 WOOD PAINTED a G1A011 G4A011 SIM. G4A011 -

18e G.1 WOOD CLEAR 3' - 0" 6' - 8" 1 3/4" 3 WOOD PAINTED - N1A012 N5A012 N5A012 -

18f H.1 WOOD CLEAR 4' - 0" 6' - 8" 1 3/4" 4 WOOD PAINTED d -


19a G.1 WOOD CLEAR 3' - 0" 6' - 8" 1 3/4" 3 WOOD PAINTED - N1A012 N5A012 N5A012 -

19b H.2 WOOD CLEAR 6' - 0" 7' - 0" 1 3/4" 4 WOOD PAINTED d -

19c G.1 WOOD CLEAR 3' - 0" 6' - 8" 1 3/4" 3 WOOD PAINTED - N1A012 N5A012 N5A012 -

19d G.4 WOOD CLEAR 2' - 10" 6' - 8" 1 3/4" 3 WOOD PAINTED - N1A012 N5A012 N5A012


19f G.4 WOOD CLEAR 2' - 10" 6' - 8" 1 3/4" 3 WOOD PAINTED - N1A012 N5A012 N5A012

19g H.2 WOOD CLEAR 6' - 0" 7' - 0" 1 3/4" 4 WOOD PAINTED d -

19h E.2 CLEAR 2' - 8" 6' - 8" 1 3/4" 1 WOOD PAINTED a G1A011 G4A011 SIM. G4A011

19i D.2 ALUM. CLEAR 6' - 0" 7' - 0" 1 3/4" 5 ALUM. CLEAR -

19i-1 A.5 WOOD 3' - 0" 7' - 0" 1 3/4" 20 MIN

19j G.1 WOOD CLEAR 3' - 0" 6' - 8" 1 3/4" 3 WOOD PAINTED - N1A012 N5A012 N5A012 -

19k F.2 WOOD CLEAR 7' - 0" 7' - 0" 1 3/4" 2 WOOD PAINTED - H1A012 H5A012 SIM. H5A012 D1A012 -

20 A.5 WOOD CLEAR 3' - 0" 7' - 0" 1 3/4" 1 MTL. PAINTED b K4A011 G8A011 SIM. G8A011 20 MIN

20-2 A.5 WOOD 3' - 0" 7' - 0" 1 3/4" 20 MIN

20a-1 G.1 WOOD CLEAR 3' - 0" 6' - 8" 1 3/4" 3 WOOD PAINTED - N1A012 N5A012 N5A012 -


20b G.1 WOOD CLEAR 3' - 0" 6' - 8" 1 3/4" 3 WOOD PAINTED - N1A012 N5A012 N5A012 -

20c F.2 WOOD CLEAR 7' - 0" 7' - 0" 1 3/4" 2 WOOD PAINTED - H1A012 H5A012 SIM. H5A012 D1A012 -


20e G.3 WOOD CLEAR 2' - 8" 6' - 8" 1 3/4" 3 WOOD PAINTED - N1A012 N5A012 N5A012

20f H.3 WOOD CLEAR 5' - 0" 7' - 0" 1 3/4" 4 WOOD PAINTED d

20g H.1 WOOD CLEAR 4' - 0" 6' - 8" 1 3/4" 1 WOOD PAINTED a G1A011 G4A011 SIM. G4A011 -

20h D.2 ALUM. CLEAR 6' - 0" 7' - 0" 1 3/4" 5 ALUM. CLEAR

20i G.1 WOOD CLEAR 3' - 0" 6' - 8" 1 3/4" 3 WOOD PAINTED - N1A012 N5A012 N5A012 -



21-3 D.2 ALUM. HIGH PER 6' - 0" 7' - 0" 1 3/4" 5 ALUM. CLEAR


21a-2 F.2 WOOD CLEAR 7' - 0" 7' - 0" 1 3/4" 2 WOOD PAINTED - H1A012 H5A012 SIM. H5A012 D1A012 -

21b F.2 WOOD CLEAR 7' - 0" 7' - 0" 1 3/4" 2 WOOD PAINTED - H1A012 H5A012 SIM. H5A012 D1A012 -

21c E.2 CLEAR 2' - 8" 6' - 8" 1 3/4" 1 WOOD PAINTED a G1A011 G4A011 SIM. G4A011

21d H.1 WOOD CLEAR 4' - 0" 6' - 8" 1 3/4" 1 WOOD PAINTED a G1A011 G4A011 SIM. G4A011 -

21e A.3 WOOD CLEAR 2' - 6" 6' - 8" 1 3/4" 1 WOOD PAINTED a G1A011 G4A011 SIM. G4A011 -

21f G.1 WOOD CLEAR 3' - 0" 6' - 8" 1 3/4" 3 WOOD PAINTED N1A012 N5A012 N5A012 -

21g G.1 WOOD CLEAR 3' - 0" 6' - 8" 1 3/4" 3 WOOD PAINTED - N1A012 N5A012 N5A012 -

21h G.1 WOOD CLEAR 3' - 0" 6' - 8" 1 3/4" 3 WOOD PAINTED - N1A012 N5A012 N5A012 -



22a F.3 WOOD CLEAR 5' - 0" 7' - 0" 1 3/4" 2 MTL. PAINTED d H1A012 H5A012 SIM. H5A012 D1A012 -

22b A.2 WOOD CLEAR 2' - 10" 6' - 8" 1 3/4" 1 WOOD PAINTED a G1A011 G4A011 SIM. G4A011

22c G.4 WOOD CLEAR 2' - 10" 6' - 8" 1 3/4" 3 WOOD PAINTED - N1A012 N5A012 N5A012


22f-1 F.1 WOOD CLEAR 3' - 6" 7' - 0" 1 3/4" 2 MTL. PAINTED - H1A012 H5A012 SIM. H5A012 D1A012 -

22f-2 D.2 ALUM. 6' - 0" 7' - 0" 1 3/4"

C1 K.1 MTL. CLEAR 2' - 11 7/16" 3' - 6" 1 3/4"

E1-A A.1 STL CLEAR 4' - 0" 7' - 0" 1 3/4" 1 MTL. PAINTED PER MANUF. N8A011 N8A011 90 MIN

E1-B A.1 STL CLEAR 4' - 0" 7' - 0" 1 3/4" 1 MTL. PAINTED PER MANUF. N8A011 N8A011 90 MIN

E1-C A.1 STL CLEAR 4' - 0" 7' - 0" 1 3/4" 1 MTL. PAINTED PER MANUF. N8A011 N8A011 90 MIN

E1-D A.1 STL CLEAR 4' - 0" 7' - 0" 1 3/4" 1 MTL. PAINTED PER MANUF. N8A011 N8A011 90 MIN

E-1 A.1 WOOD CLEAR 3' - 0" 7' - 0" 1 3/4" 1 MTL. PAINTED b K4A011 G8A011 SIM. G8A011 90 MIN

E-2 A.1 WOOD CLEAR 3' - 0" 7' - 0" 1 3/4" 1 MTL. PAINTED b K4A011 G8A011 SIM. G8A011 90 MIN

E-3 E.1 WOOD CLEAR 3' - 0" 6' - 8" 1 3/4" 1 MTL. PAINTED b H1A013 D1A013 D1A013 SIM 90 MIN

G4 J.2 MTL. CLEAR 22' - 0" 9' - 0" 1 3/4" MTL. PAINTED PER MANUF. F6A322 A6A322 A6A322 SIM -

G7 D.1 ALUM. CLEAR 3' - 0" 7' - 0" 1 3/4" 1 STL CLEAR - N10A013 N15A013 N15A013 SIM -

G8 D.1 ALUM. CLEAR 3' - 0" 7' - 0" 1 3/4" 1 STL CLEAR - N10A013 N15A013 N15A013 SIM -

G9 J.2 MTL. CLEAR 22' - 0" 9' - 0" 1 3/4" MTL. PAINTED PER MANUF. F6A322 A6A322 A6A322 SIM

G10 E.1 WOOD CLEAR 3' - 0" 6' - 8" 1 3/4" 1 MTL. PAINTED a J15A322 A15A322 A15A322 SIM - 90 MIN

P1 K.1 MTL. HIGH PER 3' - 0" 4' - 6" 1 3/4" - STL CLEAR - D15A013 A15A013 A15A013

P2 K.1 MTL. HIGH PER 3' - 1 1/8" 4' - 6" 1 3/4" - MTL. CLEAR - D15A013 A15A013 A15A013 -

P3 K.1 MTL. HIGH PER 3' - 0 7/16" 4' - 6" 1 3/4" - STL CLEAR - D15A013 A15A013 A15A013 -



PH1 K.1 MTL. HIGH PER 3' - 5 11/16" 3' - 6" 1 3/4" STL CLEAR - - A15A013 SIM A15A013 -

PH2 K.1 MTL. CLEAR 3' - 8 5/16" 3' - 6" 1 3/4" STL CLEAR - - A15A013 SIM A15A013 -

S1-A A.1 WOOD CLEAR 3' - 0" 7' - 0" 1 3/4" 1 MTL. PAINTED b K4A011 G8A011 SIM. G8A011 90 MIN

S1-B A.1 WOOD CLEAR 3' - 0" 7' - 0" 1 3/4" 1 MTL. PAINTED b K4A011 G8A011 SIM. G8A011 90 MIN

S1-C A.1 WOOD CLEAR 3' - 0" 7' - 0" 1 3/4" 1 MTL. PAINTED b K4A011 G8A011 SIM. G8/A011 90 MIN

S1-D A.1 WOOD CLEAR 3' - 0" 7' - 0" 1 3/4" 1 MTL. PAINTED b K4A011 G8A011 SIM. G8A011 90 MIN

S2-1 B.1 MTL. CLEAR 3' - 0" 7' - 0" 1 3/4" 1 MTL. PAINTED a H1A013 D1A013 SIM D1A013 90 MIN




W1 A.1 WOOD CLEAR 3' - 0" 7' - 0" 1 3/4" 1 MTL. PAINTED b K4A011 G8A011 SIM. G8A011 90 MIN

W2 A.1 WOOD CLEAR 3' - 0" 7' - 0" 1 3/4" 1 MTL. PAINTED b K4A011 G8A011 SIM. G8/A011 90 MIN

Grand total: 207

DOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULEDOOR SCHEDULE

DOORDOORDOORDOOR

NO.NO.NO.NO.

DOORDOORDOORDOOR FRAMEFRAMEFRAMEFRAME

HEADHEADHEADHEAD STRIKE JAMBSTRIKE JAMBSTRIKE JAMBSTRIKE JAMB HINGE JAMBHINGE JAMBHINGE JAMBHINGE JAMB SILL DETLSILL DETLSILL DETLSILL DETL HDWR SETHDWR SETHDWR SETHDWR SET

FIREFIREFIREFIRE

RATINGRATINGRATINGRATING COMMENTSCOMMENTSCOMMENTSCOMMENTSTYPETYPETYPETYPE MATERIAL MATERIAL MATERIAL MATERIAL FINISHFINISHFINISHFINISH WIDTHWIDTHWIDTHWIDTH HEIGHTHEIGHTHEIGHTHEIGHT THICKNESSTHICKNESSTHICKNESSTHICKNESS TYPETYPETYPETYPE MATERIALMATERIALMATERIALMATERIAL FINISHFINISHFINISHFINISH PROFILEPROFILEPROFILEPROFILE

ALUM.

1-1 A.1 WOOD CLEAR 3' - 0" 7' - 0" 1 3/4" 1 MTL. PAINTED a K4A011 G8A011 SIM. G8A011 90 MIN


1a A.2 WOOD CLEAR 2' - 10" 6' - 8" 1 3/4" 1 WOOD PAINTED c - - -

1b E.2 CLEAR 2' - 8" 6' - 8" 1 3/4" 1 WOOD PAINTED c - - -

1c H.1 WOOD CLEAR 4' - 0" 6' - 8" 1 3/4" 4 WOOD PAINTED d N1A013 N5A013 N5A013 -

1f G.1 WOOD CLEAR 3' - 0" 6' - 8" 1 3/4" 3 WOOD PAINTED - N1A012 N5A012 N5A012 -



2a G.1 WOOD CLEAR 3' - 0" 6' - 8" 1 3/4" -

2b C.1 WOOD CLEAR 3' - 0" 6' - 8" 1 3/4"




3a G.1 WOOD CLEAR 3' - 0" 6' - 8" 1 3/4" -





4b C.1 WOOD CLEAR 3' - 0" 6' - 8" 1 3/4" 3 WOOD PAINTED - N1A012 N5A012 N5A012





5b E.1 WOOD CLEAR 3' - 0" 6' - 8" 1 3/4" 1 WOOD PAINTED c - - - 90 MIN


5e-1 G.1 WOOD CLEAR 3' - 0" 6' - 8" 1 3/4" 3 WOOD PAINTED - N1A012 N5A012 N5A012 -



5g E.1 WOOD CLEAR 3' - 0" 6' - 8" 1 3/4" 1 WOOD PAINTED c - - - 90 MIN


6a G.1 WOOD CLEAR 3' - 0" 6' - 8" 1 3/4" 3 WOOD PAINTED N1A012 N5A012 N5A012 -


6b-2 A.2 WOOD CLEAR 2' - 10" 6' - 8" 1 3/4" 1 WOOD PAINTED c - - -

6b-3 H.1 WOOD CLEAR 4' - 0" 6' - 8" 1 3/4" 1 WOOD PAINTED c - - - -

6b-4 H.1 WOOD CLEAR 4' - 0" 6' - 8" 1 3/4" 4 WOOD PAINTED d N1A013 N5A013 N5A013 -

6c H.1 WOOD CLEAR 4' - 0" 6' - 8" 1 3/4" 4 WOOD PAINTED d N1A013 N5A013 N1A013 SIM. -

6e-1 G.1 WOOD CLEAR 3' - 0" 6' - 8" 1 3/4" 3 WOOD PAINTED N1A012 N5A012 N5A012 -





7a A.3 WOOD CLEAR 2' - 6" 6' - 8" 1 3/4" 1 WOOD PAINTED c - - - -



7d-1 F.1 WOOD CLEAR 3' - 6" 7' - 0" 1 3/4" 2 WOOD PAINTED - H1A012 H5A012 SIM. H5A012 D1A012 -

7e H.1 WOOD CLEAR 4' - 0" 6' - 8" 1 3/4" 4 WOOD PAINTED d N1A013 N5A013 N1A013 SIM. -


7g H.2 WOOD CLEAR 6' - 0" 7' - 0" 1 3/4" 4 WOOD PAINTED d N1A013 N5A013 N5A013 -

8-1 A.1 WOOD CLEAR 3' - 0" 7' - 0" 1 3/4" 1 MTL. PAINTED a K4A011 G8A011 SIM. G8/A011 90 MIN

8-2 J.1 ALUM. CLEAR 12' - 3" 13' - 9" 1 3/4" 1 ALUM. CLEAR

8a G.1 WOOD CLEAR 3' - 0" 6' - 8" 1 3/4" 3 WOOD PAINTED N1A012 N5A012 N5A012 -

8e H.3 WOOD CLEAR 5' - 0" 7' - 0" 1 3/4" 4 WOOD PAINTED d N1A013 N5A013 N5A013

8f G.3 WOOD CLEAR 2' - 8" 6' - 8" 1 3/4" 3 WOOD PAINTED - N1A012 N5A012 N5A012

8g E.3 CLEAR 2' - 4" 6' - 8" 1 3/4" 1 WOOD PAINTED c - - -

8g-2 A.5 WOOD 2' - 8" 7' - 0" 1 3/4"





9d-1 F.2 WOOD CLEAR 7' - 0" 7' - 0" 1 3/4" 2 WOOD PAINTED - H1A012 H5A012 SIM. H5A012 D1A012 -

9d-2 G.1 WOOD CLEAR 3' - 0" 6' - 8" 1 3/4" 3 WOOD PAINTED - N1A012 N5A012 N5A012 -

9e A.3 WOOD CLEAR 2' - 6" 6' - 8" 1 3/4" 1 WOOD PAINTED c - - - -



10a-1 G.1 WOOD CLEAR 3' - 0" 6' - 8" 1 3/4" 3 MTL. PAINTED - N1A012 N5A012 N5A012 -



10d F.2 WOOD CLEAR 7' - 0" 7' - 0" 1 3/4" 2 WOOD PAINTED - H1A012 H5A012 SIM. H5A012 D1A012 -

10f A.3 WOOD CLEAR 2' - 6" 6' - 8" 1 3/4" 1 WOOD PAINTED c - - - -




11a-2 G.2 WOOD CLEAR 2' - 6" 6' - 8" 1 3/4" 3 WOOD PAINTED - N1A012 N5A012 N5A012

11g F.2 WOOD CLEAR 7' - 0" 7' - 0" 1 3/4" 2 WOOD PAINTED H1A012 H5A012 SIM. H5A012 D1A012 -

11h H.1 WOOD CLEAR 4' - 0" 6' - 8" 1 3/4" 3 WOOD PAINTED - N1A012 N5A012 N5A012 -



12a-1 G.3 WOOD CLEAR 2' - 8" 6' - 8" 1 3/4" 3 WOOD PAINTED - N1A012 N5A012 N5A012




13 A.5 WOOD CLEAR 3' - 0" 7' - 0" 1 3/4" 1 MTL. PAINTED a K4A011 G8A011 SIM. G8A011 20 MIN


13c A.5 WOOD 2' - 8" 7' - 0" 1 3/4"

13d E.1 WOOD CLEAR 3' - 0" 6' - 8" 1 3/4" 1 WOOD PAINTED c - - - 90 MIN

13e G.4 WOOD CLEAR 2' - 10" 6' - 8" 1 3/4" 3 WOOD PAINTED - N1A012 N5A012 N5A012

13f H.3 WOOD CLEAR 5' - 0" 7' - 0" 1 3/4" 4 WOOD PAINTED d N1A013 N5A013 N5A013






14e-2 G.3 WOOD CLEAR 2' - 8" 6' - 8" 1 3/4" 3 WOOD PAINTED - N1A012 N5A012 N5A012

14g A.3 WOOD 2' - 6" 6' - 8" 1 3/4" -



15a E.1 WOOD CLEAR 3' - 0" 6' - 8" 1 3/4" 1 WOOD PAINTED c - - - 90 MIN



15d WOOD 7' - 0" 1 3/4"


1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

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Date:

Proj. Architect:

Drawn By:

Project No.

Checked By:


13707 Wyandotte St.


tel 816.942.6355

CIVIL ENGINEER

Olsson Associates


Suite 200


tel 913.381.1170

fax 913.381.1174


Consultants, P.A.



tel. 785-842-6464

STRUCTURAL ENGINEER


4338 Belleview


tel 816.531.4144

fez 816.531.8572


10016 Darnell Rd.


tel 913.888.3991




tel 816.783.1500

fax 816.783.1501


1703 Wyandotte

Suite 400


tel 816.472.0900

16 17 18

16 17 18

P

Q

P

Q


3104 Haskell Ave #A

Lawrence, KS 66046

tel. 785.748.0777

2005. JULY.12

2120 WYANDOTTE


2/1/2007 9:49:17 PM

A010DOOR SCHEDULE

FREIGHTHOUSE FLATS

04106

Designer

Author

CONSTRUCTION SET


5700 Golden Bear


D.1 3' - 0" 7' - 0" 1



Sep 02, 2005

1111 2 (SLIDER)2 (SLIDER)2 (SLIDER)2 (SLIDER) 3 (POCKET)3 (POCKET)3 (POCKET)3 (POCKET)

OPEN OPEN

3' - 8" 3' - 0"OPENING OPENING

4 (CLOSET)4 (CLOSET)4 (CLOSET)4 (CLOSET)

OPEN

6' - 0"OPENING

OPEN

5 DOUBLE5 DOUBLE5 DOUBLE5 DOUBLEddddccccbbbbaaaa

1/2" 1/2"

2"5/8"

1 7/8"

1/2" 1/2"

2"

2"

2"

6 3/8"

3/4" 3/4"

2"

2"

6 3/8"

3/4" 3/4"

RE: PARTITION TYPES RE: PARTITION TYPES

1 15/16" 1 15/16"6' - 8" - 7' - 0" 6' - 8" - 7' - 0"

BBBBAAAA DDDDJ.1J.1J.1J.1 J.2J.2J.2J.2

FLUSH VISION GLASS FULL GLASSOVERHEAD SECTIONAL OVERHEAD COILING GRILLEFFFF

SURFACE MOUNTED SLIDER

6" 8"

3' - 6"

3' - 0"

6"

10"

5' - 8"

6"

GGGGPOCKET

OPEN OPEN

2"2' - 10"1" 1"3' - 10"OPENING OPENING

HHHHCLOSET

1 1/2"

6' - 0"OPENING

OPEN

CUSTOM

MANUF.TEMPERED, CLEAR (08800)

IIII DOUBLE FLUSH

EXTERIOR ALUMINUM-FRAMED

STOREFRONT (08411)

EQ EQ EQ EQ EQ EQ

EQ EQ EQ

ALUM INSULATED PANEL

(08411)

INSULATING GLASS (08800)

HARDWARE REINFORCING

OPEN

KKKK METAL MESH

3' - 0"

4' - 6"

J.3J.3J.3J.3 OVERHEAD COILING

22' - 0"

4' - 0"

2' - 0"

2' - 0"

2' - 0"

2' - 0"

2' - 0"

14' - 0"

VER

IFY ACTU

AL HEIGHT

8' - 0"

10' - 0"

9' - 0"

EEEELOUVER

6" 6"

10"2' - 0"

CCCCPOCKET W/ LOUVER

OPEN

2"3' - 0"OPENING

ALUMINUM LOUVER

6" 6"

10"2' - 0"

EXISTING, CLEAN EXPOSED

MASONRY SURFACES (04901)

SECTIONAL OVERHEAD DOOR,

ALUM. (08361)

STEEL ANGLE (08361)

EXSPANSION JOINT


STOREFRONT (08411)

SILICONE SEALANT (07920)EACH SIDE

3/8" STEEL PLATE, RE:

STRUC (05500)

1/2" EXPANSION BOLT,

COUNTERSUNK 16" O.C.

9"

BREAK METAL COVER (08411)

CIP CONC (03300)

1/2"

4"

FLUSH WOOD DOOR, SOLID

CORE (08211)

STANDARD HOLLOW METAL

FRAME PROFILE (08110)

STEEL STUD, 3 5/8" (09111)

GYPSUM BOARD, 5/8" (09250)

SOUND-ATTENUATION BLANKET

(09250)


CORE (08211)



STEEL STUD, 3 5/8" (09111)

STEEL RUNNER (09111)



(09250)

4 7/8"RE: PARTITION SCHEDULEFLUSH WOOD DOOR, SOLID

CORE (08211)



STEEL STUD, 3 5/8" (09111)



(09250)


CORE (08211)





(09250)

8"RE: PARTITION

SCHED

ULE

SPACER YOKE / WALL ANCHOR

STEEL FRAMING (09111)


CORE (08211)





(09250)

8"RE: PARTITION SCHEDULE



SPACER YOKE / WALL ANCHOR


STOREFRONT (08411)

EXTERIOR ALUMINUM DOOR

(08411)




DOOR (08110)

CMU, 8X8X16 (04810)

GROUT (05521)

CMU, 8X8X16 (04810)

GROUT (05521)

CMU BOND BEAM (04810)

SILICONE SEALANT (07920)

SHIM (06100)

CLEAN EXPOSED MASONRY

SURFACES (04901)

EXISTING MASONRY SILL


STOREFRONT (08411)

EXTERIOR INTERIOR

ALIGN

2"


SURFACES (04901)


ALUM. (08361)

1

2' - 5 1/2" ,FIELD

VER

IFY

THIRD FLOOR

16' - 5 1/2"


SHIM (06100)


STOREFRONT (08411)

EXTERIORINTERIOR

ALIGN

WELDED WIRE FABRIC (05511)

STEEL BAR STOCK, GALVANIZED

(05521)


(05521)

FIRST FLOOR

0' - -8"


SURFACES (04901)


ALUM. (08361)

1

6"

/F13 A404Sim

RUBBER WEATHER-STOP GASKET

4" F.V.

3"3/8"

1/2"


EXPANSION JOINTS

CIP CONC FLOOR SLAB (03300)

JOINT-FILLER STRIPS (07920)

ROUGH HEWN INFILL STONE,

TO MATCH EXISTING3/8"

1/4" REVEAL


STRUC (05500)

4" F.V.

1/2"

DOWEL AS NEEDED

CIP CONC (03300)

DRIP EDGE

J1

* 90 MIN. ELEVATOR DOOR AT ALL FLOORS

* 180 DEGREE SGL FRONT OF ELEV CAB

5 3/8"

3 5/8" M

IN

3/4" MINCORRIDOR

ELEVATOR

RATED DOOR ASSEMBLY

(08110)

STEEL STUD (05400)

MAG. HOLD OPEN (08710)


ELEVATOR FRAME

ELEVATOR THRESHOLD

* FIRE CAULK ALL PENETRATIONS INTO PARTITIONS

5 3/8"

10" F.V.

9 3/4"


1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

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Date:

Proj. Architect:

Drawn By:

Project No.

Checked By:


13707 Wyandotte St.


tel 816.942.6355

CIVIL ENGINEER

Olsson Associates


Suite 200


tel 913.381.1170

fax 913.381.1174


Consultants, P.A.



tel. 785-842-6464

STRUCTURAL ENGINEER


4338 Belleview


tel 816.531.4144

fez 816.531.8572


10016 Darnell Rd.


tel 913.888.3991




tel 816.783.1500

fax 816.783.1501


1703 Wyandotte

Suite 400


tel 816.472.0900

16 17 18

16 17 18

P

Q

P

Q


3104 Haskell Ave #A

Lawrence, KS 66046

tel. 785.748.0777

2005. JULY.12

2120 WYANDOTTE


2/1/2007 9:49:37 PM

A011

DOOR TYPES AND

DETAILS

FREIGHTHOUSE FLATS

04106

Designer

Author

CONSTRUCTION SET


5700 Golden Bear


RE: 1/4" = 1'-0"A12A12A12A12 FRAME TYPESFRAME TYPESFRAME TYPESFRAME TYPESRE: 3" = 1'-0"A1A1A1A1 FRAME PROFILESFRAME PROFILESFRAME PROFILESFRAME PROFILES

RE: 1/4" = 1'-0"D1D1D1D1 DOOR TYPESDOOR TYPESDOOR TYPESDOOR TYPES

RE: 1 1/2" = 1'-0" A100A1G11G11G11G11 JAMB DOOR DETL. @ OPERABLE DOORJAMB DOOR DETL. @ OPERABLE DOORJAMB DOOR DETL. @ OPERABLE DOORJAMB DOOR DETL. @ OPERABLE DOOR

RE: 1 1/2" = 1'-0"K1K1K1K1 TYP. JAMB @ PARTITIONTYP. JAMB @ PARTITIONTYP. JAMB @ PARTITIONTYP. JAMB @ PARTITION

RE: 1 1/2" = 1'-0"G1G1G1G1 TYP. HEADER @ NON-RATEDTYP. HEADER @ NON-RATEDTYP. HEADER @ NON-RATEDTYP. HEADER @ NON-RATEDRE: 1 1/2" = 1'-0"G4G4G4G4 TYP. JAMB @ NON-RATED PARTITIONTYP. JAMB @ NON-RATED PARTITIONTYP. JAMB @ NON-RATED PARTITIONTYP. JAMB @ NON-RATED PARTITION

RE: 1 1/2" = 1'-0"G8G8G8G8 TYP. JAMB @ DOUBLE WALLTYP. JAMB @ DOUBLE WALLTYP. JAMB @ DOUBLE WALLTYP. JAMB @ DOUBLE WALL

RE: 1 1/2" = 1'-0"K4K4K4K4 TYP. HEADER @ DOUBLE WALLTYP. HEADER @ DOUBLE WALLTYP. HEADER @ DOUBLE WALLTYP. HEADER @ DOUBLE WALLRE: 3" = 1'-0"K8K8K8K8 TYP. DOOR JAMB @ STOREFRONTTYP. DOOR JAMB @ STOREFRONTTYP. DOOR JAMB @ STOREFRONTTYP. DOOR JAMB @ STOREFRONT

RE: 1 1/2" = 1'-0"N1N1N1N1 TYP. JAMB @ NON-RATED CMUTYP. JAMB @ NON-RATED CMUTYP. JAMB @ NON-RATED CMUTYP. JAMB @ NON-RATED CMURE: 1 1/2" = 1'-0" A100.5A15N4N4N4N4 DETAIL @ GARAGE - NON-RATED CMUDETAIL @ GARAGE - NON-RATED CMUDETAIL @ GARAGE - NON-RATED CMUDETAIL @ GARAGE - NON-RATED CMU

RE: 3" = 1'-0"K11K11K11K11 DETAIL @ GARAGE STOREFRONT - JAMBDETAIL @ GARAGE STOREFRONT - JAMBDETAIL @ GARAGE STOREFRONT - JAMBDETAIL @ GARAGE STOREFRONT - JAMB

RE: 1 1/2" = 1'-0" A301A7N15N15N15N15 DETAIL @ OPERABLE GARAGE DOOR - HEADERDETAIL @ OPERABLE GARAGE DOOR - HEADERDETAIL @ OPERABLE GARAGE DOOR - HEADERDETAIL @ OPERABLE GARAGE DOOR - HEADER

RE: 1 1/2" = 1'-0" A301A7G15G15G15G15 DETAIL @ OPERABLE GARAGE DOOR - SILL W/ RAILDETAIL @ OPERABLE GARAGE DOOR - SILL W/ RAILDETAIL @ OPERABLE GARAGE DOOR - SILL W/ RAILDETAIL @ OPERABLE GARAGE DOOR - SILL W/ RAIL

RE: 1 1/2" = 1'-0" A103N8N8N8N8N8 TYP. JAMB @ RATED ASSEMBLY - ELEVATORTYP. JAMB @ RATED ASSEMBLY - ELEVATORTYP. JAMB @ RATED ASSEMBLY - ELEVATORTYP. JAMB @ RATED ASSEMBLY - ELEVATOR



Sep 02, 2005

2 PR#2 Sep 16, 2005

3 ASI #2 Nov 04, 2005


CUSTOM MANUFACTURED,

SURFACE MOUNTED DOOR

(08211)

SURFACE MOUNTED TRACK

(08710)

DOOR JAMB (06402)

EDGE REVEAL (09250)


2 1/2"

7' - 0"



(08211)

SURFACE MOUNTED TRACK

(08710)

SURFACE TRACK PLATE

(08710)

STEEL CASTER (08710)

H1A012

Sim

D1A012

Sim

5"1/2"

1"




(08211)

STEEL CASTER (08710)

SURFACE TRACK PLATE

(08710)

FINISH FLOOR

STEEL ANGLE (05500)

STEEL ANGLE (05500)


EDGE REVEAL (09250)

STEEL STUD, 3 5/8" (09111)


CORE (08211)

DOOR JAMB (06402)

1 1/8"

5/8"

7 1/4"

6' - 8" - 7' - 0"


SURFACES (04901)


STOREFRONT (08411)

2"

SHIM (06100)


1"

1"


BACKER ROD (07920)





STEEL STUD, 3 5/8" (09111)



(08211)


TRACK ABOVE

EDGE REVEAL (09250)

DOOR JAMB (06402)

SHIM

2 1/2"

AAAA

FFFF




STOREFRONT (08411)


BACKER ROD (07920)

SHIM (06100)

DOWNSPOUT (07620)

2"

1"SILICONE SEALANT (07920)

CLOSE OPEN


STEEL STUD, 3 5/8" (09111)

STEEL STUD, 2" (09111)

EDGE REVEAL (09250)

DOOR JAMB (06402)

SOLID CORE, POCKET (08211)

2 5/8"

2 1/4"

7 1/4"

AAAA

First Floor

-8"

FFFF

Level Alley

7"

2"



STOREFRONT (08411)

2' - 0" TYP.

THIRD FLOOR

16' - 5 1/2"

AAAA FFFF

2"


STOREFRONT (08411)


STOREFRONT (08411)

ROLLER SHADE

5"

1' - 3 3/4"

4 1/2"


SHIM (06100)


SURFACES (04901)


ALUMINUM WINDOW (08520)

INTERIOR EXTERIOR


SHIM (06100)


SURFACES (04901)


EXISTING STEEL LINTEL

4 1/2"

INTERIOR EXTERIOR

3 1/8"3 1/8"

4 1/2"

4 1/2"


STOREFRONT (08411)

135.00°

2"3 1/2"

2"3 1/2"

HEAD

SILL


STOREFRONT (08411)


STOREFRONT (08411)


4 1/2"SILICONE SEALANT (07920)

SHIM (06100)


SURFACES (04901)



INTERIOR EXTERIOR


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Date:

Proj. Architect:

Drawn By:

Project No.

Checked By:


13707 Wyandotte St.


tel 816.942.6355

CIVIL ENGINEER

Olsson Associates


Suite 200


tel 913.381.1170

fax 913.381.1174


Consultants, P.A.



tel. 785-842-6464

STRUCTURAL ENGINEER


4338 Belleview


tel 816.531.4144

fez 816.531.8572


10016 Darnell Rd.


tel 913.888.3991




tel 816.783.1500

fax 816.783.1501


1703 Wyandotte

Suite 400


tel 816.472.0900

16 17 18

16 17 18

P

Q

P

Q


3104 Haskell Ave #A

Lawrence, KS 66046

tel. 785.748.0777

2005. JULY.12

2120 WYANDOTTE


2/1/2007 9:50:10 PM

A012

DOOR & WINDOW

DETAILS

FREIGHTHOUSE FLATS

04106

Designer

Author

CONSTRUCTION SET


5700 Golden Bear


RE: 3" = 1'-0" A012A1H1H1H1H1 DETAIL @ HEADER - WALL MOUNTED SLIDERDETAIL @ HEADER - WALL MOUNTED SLIDERDETAIL @ HEADER - WALL MOUNTED SLIDERDETAIL @ HEADER - WALL MOUNTED SLIDER

RE: 1/2" = 1'-0"A1A1A1A1 ENLARGED ELEVATION - WALL MOUNTED SLIDERENLARGED ELEVATION - WALL MOUNTED SLIDERENLARGED ELEVATION - WALL MOUNTED SLIDERENLARGED ELEVATION - WALL MOUNTED SLIDER

RE: 3" = 1'-0" A012A1D1D1D1D1 DETAIL @ STILE - WALL MOUNTED SLIDERDETAIL @ STILE - WALL MOUNTED SLIDERDETAIL @ STILE - WALL MOUNTED SLIDERDETAIL @ STILE - WALL MOUNTED SLIDER

RE: 3" = 1'-0"N1N1N1N1 DETAIL @ HEADER - POCKETDETAIL @ HEADER - POCKETDETAIL @ HEADER - POCKETDETAIL @ HEADER - POCKET

RE: 3" = 1'-0"D5D5D5D5 DETAIL @ JAMB - STOREFRONT / TERR. BLK. TYP.DETAIL @ JAMB - STOREFRONT / TERR. BLK. TYP.DETAIL @ JAMB - STOREFRONT / TERR. BLK. TYP.DETAIL @ JAMB - STOREFRONT / TERR. BLK. TYP.

RE: 3" = 1'-0"H5H5H5H5 DETAIL @ JAMB - WALL MOUNTED SLIDER TYP.DETAIL @ JAMB - WALL MOUNTED SLIDER TYP.DETAIL @ JAMB - WALL MOUNTED SLIDER TYP.DETAIL @ JAMB - WALL MOUNTED SLIDER TYP.

RE: 3" = 1'-0" A410A1A15A15A15A15 JAMB @ NORTH WALLJAMB @ NORTH WALLJAMB @ NORTH WALLJAMB @ NORTH WALL

RE: 3" = 1'-0"N5N5N5N5 DETAIL @ JAMB & STRIKE - POCKETDETAIL @ JAMB & STRIKE - POCKETDETAIL @ JAMB & STRIKE - POCKETDETAIL @ JAMB & STRIKE - POCKET

RE: 1 1/2" = 1'-0" A301A1A10A10A10A10 SILL @ STOREFRONT, TYP.SILL @ STOREFRONT, TYP.SILL @ STOREFRONT, TYP.SILL @ STOREFRONT, TYP.

RE: 1 1/2" = 1'-0" A301A1F10F10F10F10 STOREFRONT @ FLOOR SLAB, TYP.STOREFRONT @ FLOOR SLAB, TYP.STOREFRONT @ FLOOR SLAB, TYP.STOREFRONT @ FLOOR SLAB, TYP.

RE: 3" = 1'-0" A301A7K10K10K10K10 ALUM WINDOW SILL, TYP.ALUM WINDOW SILL, TYP.ALUM WINDOW SILL, TYP.ALUM WINDOW SILL, TYP.

RE: 3" = 1'-0" A301A7N10N10N10N10 ALUM WINDOW HEAD, TYP.ALUM WINDOW HEAD, TYP.ALUM WINDOW HEAD, TYP.ALUM WINDOW HEAD, TYP.

RE: 3" = 1'-0" A104A1K15K15K15K15 CORNER MULLION AT STOREFRONT, TYP.CORNER MULLION AT STOREFRONT, TYP.CORNER MULLION AT STOREFRONT, TYP.CORNER MULLION AT STOREFRONT, TYP.

RE: 3" = 1'-0"F15F15F15F15 VENT FRAMING @ ALUM & STOREFRONT, TYP.VENT FRAMING @ ALUM & STOREFRONT, TYP.VENT FRAMING @ ALUM & STOREFRONT, TYP.VENT FRAMING @ ALUM & STOREFRONT, TYP.

RE: 3" = 1'-0"N15N15N15N15 STRUCTURAL MULLION DETAIL @ ALUM WINDOW, TYP.STRUCTURAL MULLION DETAIL @ ALUM WINDOW, TYP.STRUCTURAL MULLION DETAIL @ ALUM WINDOW, TYP.STRUCTURAL MULLION DETAIL @ ALUM WINDOW, TYP.

RE: 3" = 1'-0"A5A5A5A5 ALUM. WINDOW JAMB, TYP.ALUM. WINDOW JAMB, TYP.ALUM. WINDOW JAMB, TYP.ALUM. WINDOW JAMB, TYP.



Sep 02, 2005

2 ASI #2 Nov 04, 2005


EDGE REVEAL (09250)

STEEL STUD, 3 5/8" (09111)


CORE (08211)

DOOR JAMB (06402)

TRACK

2 1/

2"1/

2"


EDGE REVEAL (09250)

STEEL STUD, 3 5/8" (09111)


CORE (08211)

DOOR JAMB (06402)

2 1/

2"1/

2"

6' - 8" - 7' - 0"

STRUCTURAL STEEL TUBE

(05500)


STEEL ANGLE (05500)

STEEL CHANNEL (05500)

* STEEL BUTT HINGES

(08710), TYP. @ OPP.

JAMB

METAL WALL PANEL,

PERFORATED (07412), GALVANIZED

First Floor

-8"

Level Alley

7"

4' -

6"

ALLEYPATIO


(05500)

STEEL ANGLE (05500)

, GALVANIZEDSTEEL ANGLE (05500)

, GALVANIZED

, GALVANIZED


(05500)

, GALVANIZED

PAVER WALKWAY

3 X 6 STEEL POST (05500)BEYOND

, SHOP PRIMED AND PAINTED


(05500)

DECORATIVE CMU, 8X8X16

GRND FACE (04810)

EXTERIOR

ALLEYSTEEL BAR STOCK, GALVANIZED

(05521)

METAL WALL PANEL,

PERFORATED (07412), GALVANIZEDSTEEL ANGLE (05500)

ACCESS CONTROL, SURFACE MOUNTED

ELEC TO MAG LOCK

STEELCHANNEL (05500)

, BELOW

METAL WALL PANEL,


STEEL ANGLE (05500)

* STEEL BUTT HINGES

(08710), TYP. @ OPP.

JAMB

EXTERIORALLEY


(05521)

METAL WALL PANEL,


STEEL ANGLE (05500)



(05500)


GRND FACE (04810), BELOW

PAVER WALKWAY

* STEEL BUTT HINGES

(08710), TYP. @ OPP.

JAMB



(05521)

2" T

YP.


(05521)


METAL WALL PANEL,



SHIM (06100)

EXISTING MASONRY JAMB

FIRST FLOOR

0' - 8"

ALIGN TO INTERIOR EDGE


STOREFRONT (08411)


SHIM (06100)

EXISTING MASONRY JAMB

CLEAR OPENING

14' - 0"

ALIGN TO INTERIOR EDGE


STOREFRONT (08411)


SURFACES (04901)

3333

AAAA

FFFF


STOREFRONT (08411)

SHIM (06100)



BACKER ROD (07920)

2"2"

1"FLASHING (07620)

AAAA

FFFF


BACKER ROD (07920)


STOREFRONT (08411)

SHIM (06100)


EXTERIOR ALUMINUM DOOR

(08411) 2"

2"

6" METAL STUDS (05400)

2"


GRND FACE (04810)EXPANSION JOINT

FLASHING (07620)

AAAA

FFFF

2"


BACKER ROD (07920)


STOREFRONT (08411)

SHIM (06100)


6" METAL STUDS (05400)

EXPANSION JOINT

FLASHING (07620)

FOURTH FLOOR

28' - 1 1/2"

1111


SHIM (06100)


STOREFRONT (08411)


SURFACES (04901)3 1/2"

1111


SHIM (06100)



STOREFRONT (08411)


SURFACES (04901)

4 1/2"

METAL WALL PANEL (07412)

PLYWOOD WALL SHEATHING

(06100)

GYPSUM BOARD, MOISTURE-

AND MOLD-RESISTANT (09250)

GYPSUM BOARD, TYPE X 5/8"

(09250)


TRIM (07412)

1" FLASHING (07620)




(06100)




(09250)


TRIM (07412)

1"


FLASHING (07620)

PAVER WALKWAY

3 X 6 STEEL POST (05500)

BEYOND

1' -

1 3

/4"

RE:

STR

UC

STEEL ANGLE (05500)

FOOTING, BEYOND


1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

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Date:

Proj. Architect:

Drawn By:

Project No.

Checked By:


13707 Wyandotte St.


tel 816.942.6355

CIVIL ENGINEER

Olsson Associates


Suite 200


tel 913.381.1170

fax 913.381.1174


Consultants, P.A.



tel. 785-842-6464

STRUCTURAL ENGINEER


4338 Belleview


tel 816.531.4144

fez 816.531.8572


10016 Darnell Rd.


tel 913.888.3991




tel 816.783.1500

fax 816.783.1501


1703 Wyandotte

Suite 400


tel 816.472.0900

16 17 18

16 17 18

P

Q

P

Q


3104 Haskell Ave #A

Lawrence, KS 66046

tel. 785.748.0777

2005. JULY.12

2120 WYANDOTTE


2/1/2007 9:50:37 PM

A013

DOOR & WINDOW

DETAILS

FREIGHTHOUSE FLATS

04106

Designer

Author

CONSTRUCTION SET


5700 Golden Bear


RE: 3" = 1'-0"N5N5N5N5 JAMB - CLOSETJAMB - CLOSETJAMB - CLOSETJAMB - CLOSETRE: 3" = 1'-0"N1N1N1N1 HEAD - CLOSETHEAD - CLOSETHEAD - CLOSETHEAD - CLOSET

RE: 3" = 1'-0" A100A1A15A15A15A15 DETAIL @ PATIO WALL - GATE JAMBDETAIL @ PATIO WALL - GATE JAMBDETAIL @ PATIO WALL - GATE JAMBDETAIL @ PATIO WALL - GATE JAMB

RE: 1" = 1'-0" A100A1D15D15D15D15 DETAIL @ PATIO WALLDETAIL @ PATIO WALLDETAIL @ PATIO WALLDETAIL @ PATIO WALL

RE: 1 1/2" = 1'-0"N15N15N15N15 JAMB @ ALLEY DOORJAMB @ ALLEY DOORJAMB @ ALLEY DOORJAMB @ ALLEY DOOR

RE: 1 1/2" = 1'-0"H15H15H15H15 JAMB @ ALLEY DOOR - BASEJAMB @ ALLEY DOOR - BASEJAMB @ ALLEY DOOR - BASEJAMB @ ALLEY DOOR - BASE

RE: 3" = 1'-0"N10N10N10N10 HEAD @ ALLEY DOORHEAD @ ALLEY DOORHEAD @ ALLEY DOORHEAD @ ALLEY DOOR

RE: 1 1/2" = 1'-0" A302A1D10D10D10D10 SILL @ GARAGE OPENINGSILL @ GARAGE OPENINGSILL @ GARAGE OPENINGSILL @ GARAGE OPENING

RE: 1 1/2" = 1'-0" A302A1H10H10H10H10 HEAD @ GARAGE OPENINGHEAD @ GARAGE OPENINGHEAD @ GARAGE OPENINGHEAD @ GARAGE OPENING

RE: 1 1/2" = 1'-0" A100A1A1A1A1A1 DETAIL @ NORTH GLAZINGDETAIL @ NORTH GLAZINGDETAIL @ NORTH GLAZINGDETAIL @ NORTH GLAZINGRE: 1 1/2" = 1'-0" A100A1A5A5A5A5 DETAIL @ NORTH GLAZING @ GRID 5DETAIL @ NORTH GLAZING @ GRID 5DETAIL @ NORTH GLAZING @ GRID 5DETAIL @ NORTH GLAZING @ GRID 5 RE: 1 1/2" = 1'-0" A100A1A10A10A10A10 DETAIL @ NORTH GLAZING @ GRID 8 + 9DETAIL @ NORTH GLAZING @ GRID 8 + 9DETAIL @ NORTH GLAZING @ GRID 8 + 9DETAIL @ NORTH GLAZING @ GRID 8 + 9

RE: 1 1/2" = 1'-0" A301A7H5H5H5H5 HEAD AT WEST STOREFRONT @ BALCONYHEAD AT WEST STOREFRONT @ BALCONYHEAD AT WEST STOREFRONT @ BALCONYHEAD AT WEST STOREFRONT @ BALCONY

RE: 1 1/2" = 1'-0" A301A7D5D5D5D5 SILL AT WEST STOREFRONT @ BALCONYSILL AT WEST STOREFRONT @ BALCONYSILL AT WEST STOREFRONT @ BALCONYSILL AT WEST STOREFRONT @ BALCONYRE: 1 1/2" = 1'-0"D1D1D1D1 JAMB @ FIRE DOORSJAMB @ FIRE DOORSJAMB @ FIRE DOORSJAMB @ FIRE DOORS

RE: 1 1/2" = 1'-0"H1H1H1H1 HEAD @ CORRUGATED PARTITIONHEAD @ CORRUGATED PARTITIONHEAD @ CORRUGATED PARTITIONHEAD @ CORRUGATED PARTITION



Sep 02, 2005

UP

UP

UP

UP UP UP UP

UP

UP

DN

UP

DN

A201A1

A200

A200

A1

H1

1111 2222 3333

A7A302

4444 5555 6666 7777 8888 9999

BBBB

DDDD

EEEE

18' - 4 1/2" 19' - 3" 19' - 3" 18' - 10" 18' - 10 1/2" 18' - 10" 18' - 10" 18' - 3 1/2"

AAAA

A203

80' -

2"A201 H1

A1A403

A9A403

UNIT 88

BATHROOM1a

UNIT 22

CLOSET2b

BATHROOM2a

UNIT 44

UNIT 55

UNIT 66

STAIRS1-A

BATHROOM 27a

MECH.7b

-3' - 4"

HALLWAYA

FFFF

ELEV. EQUIPE-3

CLOSET3b

BATHROOM3a

MECH.3c

MECH.2c

MECH.4c

CLOSET4b

BATHROOM4a

4' W

IDE

WA

LK W

/ W

AR

NIN

G S

TRIP

ES

MECH.1c

BATHROOM8a

MECH.5c

NEW CONC.

SLAB

/A1 A400

/A13 A402

A1A300

A1A302

A7A301

A1A301

A13A301

UNIT 11

CLOSET1b

A200

H8

CLOSET5b

BATHROOM5a

BEDROOM 27d

A3

A2

A2

A1

A3 A3

F1

A1

D1

A2

A3

F1

A3

A3

A3

A2

F2

A3

F1

A3

A1

A3

F2

A3

A3

105' - 10 1/2"

2 7/

8"

A1

A1

A203

J1

H14A100

/A1 A013

/A5 A013

/A10 A013

/M15 A104

/P1 A320

/G6 A320

1b

1c

1a

1-2

2c

2-2

3c 4c

4b4a

4-1 5-1

5a

5b

5c

6-1

6b

E-1

E-2S1-A

7-1

7a

7b

7d-1

7g

CLOSET7g

7c

8a

P1

P2

P3

P4

P5

CLO

SET

6c

ELECTRICALE-2

7-2

STAIRS2-A

G7

D15A013

8gCCCC

18' - 6 1/2"

9' - 1"

5' -

2"

7' -

9 1

/2"

6' - 10"0"11' - 10"

2' - 10"

3' -

5"

7' -

2 1

/2"

A3

1' - 3 1/4"

4' -

0"

3' -

0 3

/4"

1' - 7"9' - 1"2' - 6"

6"

3' - 5 1/2"

6' -

2"

4' -

6"

1' -

5"

2' -

10"

3' - 10"

4' - 6"

3' -

5"

3' - 1"4' - 6"

/M12 A400

/G11 A011A100 N14

19' -

11"

19' -

8"

8"

20' -

3 1

/2"

20' -

3 1

/2"

12' - 7"

4' -

0"

3' -

2"

PATIO1P

PATIO2P

PATIO3P PATIO

4PPATIO5P

3' -

10"

/H15 A102

3' - 4"

/H15 A104

A3

/A15 A013

A1

S2-

1

G2G2G2G2 G3G3G3G3 G4G4G4G4 G5G5G5G5 G6G6G6G6G1G1G1G1

G.BG.BG.BG.B

A102

K15

A104

E15

3' -

2"

1' - 0"

A3

1' - 3"

4' - 0"1-1

8-1

A102

G15

/C15 A102

CO1

CO1

CO1

CO1

CO1

CO1

CO1

CO1

CO1

CO1

PA2

PA2

CO1

1' - 4"

A700 L1

/C14 A100

15' -

8"

,TYP

.

EQEQ

3' - 2 1/4"6a

A1

E-3

7' - 4"

W1

E15A100.5

4' -

2"

WATER SERVICEW-2

VESTIBULEW-1

W2

BATHROOM6a

8-2

F2

A3

C14A101

Sim

/K1 A320Sim

A1

4' - 7 5/8"

A4

2b 2a

A4A4

3aCLOSET3b A4 A4

A4

A4

A4

/E15 A151

D1

F2

D1

F1

7e UN

IT 5

5

6c

G8

11' -

0 1

/2"

A104 N12

3' - 0"

3' - 0"


GRND FACE (04810)DECORATIVE CMU, 8X8X16

GRND FACE (04810)



GRND FACE (04810)


GRND FACE (04810)

C1

CIP CONC (03300)BELOW

H5A321

H5A321

Sim H5A321

Sim

11' -

9 1

/2"

J16A302A103

N8

5-3

G.CG.CG.CG.C

19' -

1"

4' -

6"

4' -

0"

2 7/

8"

9' - 7"

4" TYP.

8' - 11"

7' - 7 1/2" 16' - 0"

ALI

GN

ALI

GN9' - 0"

9' - 8"

3' - 1"

11"

9 1/

2"

7/8"

2 7/

8"

4' - 6"

3' - 0 1/2"

11' - 10 1/2"

3 1/2"

10"

4' -

0"

10' - 8"

10' - 0"

9' - 7"

2' -

6"

A3

2' - 7"

8' -

2"

/P1 A101

9"

18' - 10"

3-1

2-1

EQ

14' - 8 7/8"

EQ

D5A321

D1A321

D1A321

Sim

D1A321

Sim

41' - 5 1/2"

5' - 2"

3' - 1" MIN CLEAR

OVERHEAD SECTIONAL DOOR

(08361)

2' - 10"

16' - 0"9' - 10" 15' - 4"

4' - 3"7' - 2"8"2' - 10 1/2"

11' - 0"

10' -

5 7

/8"

6' - 0"

2' -

11"

6' - 3 1/2"

/N1 A100Sim

N5A100 7' - 5"

7 7/

8"

H10A102

2' - 2 1/8" 5 1/4"

8g-2

4' - 0"

4' -

0"

4' -

0"

11 1

/4"

FIRE DEPARTMENT

CONNECTION

6b-2

4' - 11"

2' -

4"

A2A2

/N1 A103

11' - 0"

9' -

5 1

/2"

D1

11' -

0 1

/2"

A202

J9

4' -

3"

1' -

0 1

/2"

3' - 7 1/2"

3' - 7 1/4"

14' - 8" 13' - 8 1/2" 7' - 6" 8' - 0 1/2"

SDA56 1

J1

4" STANDPIPE4" STANDPIPE4" STANDPIPE4" STANDPIPE

/1 SDA69

/1 SDA72

-

-

SDA80 1

2SDA94

1SDA96

/1 SDA99

SDA100 1

SDA101 1

----

1SDA102

-

CONCRETE FINISH

GREEN PAINT (100% VALUE)



C01

PA2

PA3

PA4

PA5

TC1

WF1


STONE TILE

WOOD FLOORING

First Floor

-8"

CCCC

2' - 4"

01 02 03 04

05 06 07 08

09 10 11 12

13 14 15 16

17 18 19 20

21 22

U.S. POST

PARCELS

MAILBOX (10550)

8"

3' -

3"

2' -

10"

T.O. Entry Floor

-3' - 4"

* EQ. 6"* EQ.

2" A

BO

VE

CO

NC

. WA

LL


CIP CONC (03300)


* FIRE CAULK ALL

PENETRATIONS INTO PARTITIONS

3 1/

2" R

O

2' -

8"

DN

7777

A1A300

H14A100

CCCC

A100 N14

1' - 6"3' - 2" 2' - 6 1/8"

EQ

EQ

W1

MAILBOX (10550)

CONCRETE STEPS (03300)

CALLBOX & ACCESS CONTROL

9' -

7 3

/4"

-3' - 4" CO1

3 1/

8"

/P10 A320

TRIM (07412)

14' -

2 5

/8"

WA

LL A

SS

EMB

LY, U

404

CO

NFI

G. A

A1

D1

SLOPE =

1/4" PER 1'

H5A321

Sim

/P3 A101

4' -

7 1

/2"

1' - 5" MINA1

A2

6' - 8" 6' - 10 1/2"

5 TR

EAD

S @

11"

= 4

' - 7

"

1' -

0"

-3'-10"

NEW CONC. FLOOR SLAB TO

MATCH ELEVATION OF

PROPOSED 22ND STREET

IMPROVEMENTS FOR SIDEWALK

W/ CURB AND GUTTERS,

ACCOUNT FOR 6" TYP.

A202

J9

First Floor

-8"

CCCC

CONCRETE STAIRS (03300)

STEEL PIPE TUBE POST,

GALVANIZED (05511)


STEEL PIPE RAILING,

GALVANIZED (05511)

T.O. Entry Floor

-3' - 4"

2' -

8"

6 3/

8"

6666 7777

CCCC

EDGE OF SLAB


13' -

10

3/4"


EXPANSION JOINTS




EDGE OF STEEL STUD

ALIGN GYP

TO EDGE OF

CIP PLACE

WALL

9"


STOREFRONT (08411)

SHIM (06100)


BACKER ROD (07920)

EACH SIDE


STRUC (05500)


SURFACES (04901)

* TYP. AT ALL STOREFRONT

WITH MASONRY JAMBS

ON LEVEL 1





1"

BBBB

SECOND FLOOR

8' - 5"

PLYWOOD SUBFLOORING

(06100)

EDGE REVEAL (09250)

WOOD FRAMING (06100)

GYPSUM BOARD, CEILING 1/2"

(09250)

BAMBOO WOOD FLOORING

(09640)


(09250)



1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

M

N

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

M

N


Date:

Proj. Architect:

Drawn By:

Project No.

Checked By:


13707 Wyandotte St.


tel 816.942.6355

CIVIL ENGINEER

Olsson Associates


Suite 200


tel 913.381.1170

fax 913.381.1174


Consultants, P.A.



tel. 785-842-6464

STRUCTURAL ENGINEER


4338 Belleview


tel 816.531.4144

fez 816.531.8572


10016 Darnell Rd.


tel 913.888.3991




tel 816.783.1500

fax 816.783.1501


1703 Wyandotte

Suite 400


tel 816.472.0900

16 17 18

16 17 18

P

Q

P

Q


3104 Haskell Ave #A

Lawrence, KS 66046

tel. 785.748.0777

2005. JULY.12

2120 WYANDOTTE


2/1/2007 9:51:10 PM

A100FIRST FLOOR PLAN

FREIGHTHOUSE FLATS

04106

Designer

Author

CONSTRUCTION SET


5700 Golden Bear


RE: 1/8" = 1'-0" A200H8A1A1A1A1 FIRST FLOOR PLANFIRST FLOOR PLANFIRST FLOOR PLANFIRST FLOOR PLANRE: 1 1/2" = 1'-0"

FINISHES LEGENDFINISHES LEGENDFINISHES LEGENDFINISHES LEGEND

RE: 3/4" = 1'-0" A100A1N14N14N14N14 MAILBOX ELEVATIONMAILBOX ELEVATIONMAILBOX ELEVATIONMAILBOX ELEVATION

RE: 3/8" = 1'-0" A100A1C14C14C14C14 ENLARGED ENTRY PLANENLARGED ENTRY PLANENLARGED ENTRY PLANENLARGED ENTRY PLAN

RE: 3/8" = 1'-0" A100A1H14H14H14H14 SECTION AT ENTRY STAIRSECTION AT ENTRY STAIRSECTION AT ENTRY STAIRSECTION AT ENTRY STAIR

RE: 3/8" = 1'-0"N8N8N8N8 SLAB @ ENTRYSLAB @ ENTRYSLAB @ ENTRYSLAB @ ENTRY



Sep 02, 2005

2 ASI #1 Sep 23, 2005

3 ASI #2 Nov 04, 2005

4 PR #3 Nov 04, 2005

5 PR #U06 Date 12

6 Date 29

7 ASI #3 NOV 21,2005

8 PR #5 NOV 21,2005

9 PR #6 12/09/05

10 Standpipe 12/16/05

RE: 3" = 1'-0" A100A1N1N1N1N1 FIRST FLOOR STOREFRONT JAMB @ MASONRYFIRST FLOOR STOREFRONT JAMB @ MASONRYFIRST FLOOR STOREFRONT JAMB @ MASONRYFIRST FLOOR STOREFRONT JAMB @ MASONRYRE: 1" = 1'-0" 1A-Plan2N5N5N5N5 CONTINUOUS EDGE, SECOND FLOORCONTINUOUS EDGE, SECOND FLOORCONTINUOUS EDGE, SECOND FLOORCONTINUOUS EDGE, SECOND FLOOR

UP

UP

UP

UP UP UP UP

UP

UP

DN

UP

DN

A201A1

A200

A200

A1

H1

1111 2222 3333

A7A302

4444 5555 6666 7777 8888 9999

BBBB

DDDD

EEEE

18' - 4 1/2" 19' - 3" 19' - 3" 18' - 10" 18' - 10 1/2" 18' - 10" 18' - 10" 18' - 3 1/2"

AAAA

A203

80' -

2"A201 H1

A1A403

A9A403

UNIT 88

BATHROOM1a

UNIT 22

CLOSET2b

BATHROOM2a

UNIT 44

UNIT 55

UNIT 66

STAIRS1-A

BATHROOM 27a

MECH.7b

-3' - 4"

HALLWAYA

FFFF

ELEV. EQUIPE-3

CLOSET3b

BATHROOM3a

MECH.3c

MECH.2c

MECH.4c

CLOSET4b

BATHROOM4a

4' W

IDE

WA

LK W

/ W

AR

NIN

G S

TRIP

ES

MECH.1c

BATHROOM8a

MECH.5c

NEW CONC.

SLAB

/A1 A400

/A13 A402

A1A300

A1A302

A7A301

A1A301

A13A301

UNIT 11

CLOSET1b

A200

H8

CLOSET5b

BATHROOM5a

BEDROOM 27d

A3

A2

A2

A1

A3 A3

F1

A1

D1

A2

A3

F1

A3

A3

A3

A2

F2

A3

F1

A3

A1

A3

F2

A3

A3

105' - 10 1/2"

2 7/

8"

A1

A1

A203

J1

H14A100

/A1 A013

/A5 A013

/A10 A013

/M15 A104

/P1 A320

/G6 A320

1b

1c

1a

1-2

2c

2-2

3c 4c

4b4a

4-1 5-1

5a

5b

5c

6-1

6b

E-1

E-2S1-A

7-1

7a

7b

7d-1

7g

CLOSET7g

7c

8a

P1

P2

P3

P4

P5

CLO

SET

6c

ELECTRICALE-2

7-2

STAIRS2-A

G7

D15A013

8gCCCC

18' - 6 1/2"

9' - 1"

5' -

2"

7' -

9 1

/2"

6' - 10"0"11' - 10"

2' - 10"

3' -

5"

7' -

2 1

/2"

A3

1' - 3 1/4"

4' -

0"

3' -

0 3

/4"

1' - 7"9' - 1"2' - 6"

6"

3' - 5 1/2"

6' -

2"

4' -

6"

1' -

5"

2' -

10"

3' - 10"

4' - 6"

3' -

5"

3' - 1"4' - 6"

/M12 A400

/G11 A011A100 N14

19' -

11"

19' -

8"

8"

20' -

3 1

/2"

20' -

3 1

/2"

12' - 7"

4' -

0"

3' -

2"

PATIO1P

PATIO2P

PATIO3P PATIO

4PPATIO5P

3' -

10"

/H15 A102

3' - 4"

/H15 A104

A3

/A15 A013

A1

S2-

1


G.BG.BG.BG.B

A102

K15

A104

E15

3' -

2"

1' - 0"

A3

1' - 3"

4' - 0"1-1

8-1

A102

G15

/C15 A102

CO1

CO1

CO1

CO1

CO1

CO1

CO1

CO1

CO1

CO1

PA2

PA2

CO1

1' - 4"

A700 L1

/C14 A100

15' -

8"

,TYP

.

EQEQ

3' - 2 1/4"6a

A1

E-3

7' - 4"

W1

E15A100.5

4' -

2"

WATER SERVICEW-2

VESTIBULEW-1

W2

BATHROOM6a

8-2

F2

A3

C14A101

Sim

/K1 A320Sim

A1

4' - 7 5/8"

A4

2b 2a

A4A4

3aCLOSET3b A4 A4

A4

A4

A4

/E15 A151

D1

F2

D1

F1

7e UN

IT 5

5

6c

G8

11' -

0 1

/2"

A104 N12

3' - 0"

3' - 0"



GRND FACE (04810)



GRND FACE (04810)


GRND FACE (04810)

C1

CIP CONC (03300)BELOW

H5A321

H5A321

Sim H5A321

Sim

11' -

9 1

/2"

J16A302A103

N8

5-3

G.CG.CG.CG.C

19' -

1"

4' -

6"

4' -

0"

2 7/

8"

9' - 7"

4" TYP.

8' - 11"

7' - 7 1/2" 16' - 0"

ALI

GN

ALI

GN9' - 0"

9' - 8"

3' - 1"

11"

9 1/

2"

7/8"

2 7/

8"

4' - 6"

3' - 0 1/2"

11' - 10 1/2"

3 1/2"

10"

4' -

0"

10' - 8"

10' - 0"

9' - 7"

2' -

6"

A3

2' - 7"

8' -

2"

/P1 A101

9"

18' - 10"

3-1

2-1

EQ

14' - 8 7/8"

EQ

D5A321

D1A321

D1A321

Sim

D1A321

Sim

41' - 5 1/2"

5' - 2"

3' - 1" MIN CLEAR


(08361)

2' - 10"

16' - 0"9' - 10" 15' - 4"

4' - 3"7' - 2"8"2' - 10 1/2"

11' - 0"

10' -

5 7

/8"

6' - 0"

2' -

11"

6' - 3 1/2"

/N1 A100Sim

N5A100 7' - 5"

7 7/

8"

H10A102

2' - 2 1/8" 5 1/4"

8g-2

4' - 0"

4' -

0"

4' -

0"

11 1

/4"

FIRE DEPARTMENT

CONNECTION

6b-2

4' - 11"

2' -

4"

A2A2

/N1 A103

11' - 0"

9' -

5 1

/2"

D1

11' -

0 1

/2"

A202

J9

4' -

3"

1' -

0 1

/2"

3' - 7 1/2"

3' - 7 1/4"

14' - 8" 13' - 8 1/2" 7' - 6" 8' - 0 1/2"

SDA56 1

J1


/1 SDA69

/1 SDA72

-

-

SDA80 1

2SDA94

1SDA96

/1 SDA99

SDA100 1

SDA101 1

----

1SDA102

-

CONCRETE FINISH




C01

PA2

PA3

PA4

PA5

TC1

WF1


STONE TILE

WOOD FLOORING

First Floor

-8"

CCCC

2' - 4"

01 02 03 04

05 06 07 08

09 10 11 12

13 14 15 16

17 18 19 20

21 22

U.S. POST

PARCELS

MAILBOX (10550)

8"

3' -

3"

2' -

10"

T.O. Entry Floor

-3' - 4"

* EQ. 6"* EQ.

2" A

BO

VE

CO

NC

. WA

LL


CIP CONC (03300)


* FIRE CAULK ALL

PENETRATIONS INTO PARTITIONS

3 1/

2" R

O

2' -

8"

DN

7777

A1A300

H14A100

CCCC

A100 N14

1' - 6"3' - 2" 2' - 6 1/8"

EQ

EQ

W1

MAILBOX (10550)


CALLBOX & ACCESS CONTROL

9' -

7 3

/4"

-3' - 4" CO1

3 1/

8"

/P10 A320

TRIM (07412)

14' -

2 5

/8"

WA

LL A

SS

EMB

LY, U

404

CO

NFI

G. A

A1

D1

SLOPE =

1/4" PER 1'

H5A321

Sim

/P3 A101

4' -

7 1

/2"

1' - 5" MINA1

A2

6' - 8" 6' - 10 1/2"

5 TR

EAD

S @

11"

= 4

' - 7

"

1' -

0"

-3'-10"

NEW CONC. FLOOR SLAB TO

MATCH ELEVATION OF

PROPOSED 22ND STREET

IMPROVEMENTS FOR SIDEWALK

W/ CURB AND GUTTERS,

ACCOUNT FOR 6" TYP.

A202

J9

First Floor

-8"

CCCC



GALVANIZED (05511)


STEEL PIPE RAILING,

GALVANIZED (05511)

T.O. Entry Floor

-3' - 4"

2' -

8"

6 3/

8"

6666 7777

CCCC

EDGE OF SLAB


13' -

10

3/4"


EXPANSION JOINTS




EDGE OF STEEL STUD

ALIGN GYP

TO EDGE OF

CIP PLACE

WALL

9"


STOREFRONT (08411)

SHIM (06100)


BACKER ROD (07920)

EACH SIDE


STRUC (05500)


SURFACES (04901)

* TYP. AT ALL STOREFRONT

WITH MASONRY JAMBS

ON LEVEL 1





1"

BBBB

SECOND FLOOR

8' - 5"

PLYWOOD SUBFLOORING

(06100)

EDGE REVEAL (09250)



(09250)


(09640)


(09250)



1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

M

N

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

M

N


Date:

Proj. Architect:

Drawn By:

Project No.

Checked By:


13707 Wyandotte St.


tel 816.942.6355

CIVIL ENGINEER

Olsson Associates


Suite 200


tel 913.381.1170

fax 913.381.1174


Consultants, P.A.



tel. 785-842-6464

STRUCTURAL ENGINEER


4338 Belleview


tel 816.531.4144

fez 816.531.8572


10016 Darnell Rd.


tel 913.888.3991




tel 816.783.1500

fax 816.783.1501


1703 Wyandotte

Suite 400


tel 816.472.0900

16 17 18

16 17 18

P

Q

P

Q


3104 Haskell Ave #A

Lawrence, KS 66046

tel. 785.748.0777

2005. JULY.12

2120 WYANDOTTE


2/1/2007 9:58:17 PM

A100FIRST FLOOR PLAN

FREIGHTHOUSE FLATS

04106

Designer

Author

CONSTRUCTION SET


5700 Golden Bear


RE: 1/8" = 1'-0" A200H8A1A1A1A1 FIRST FLOOR PLANFIRST FLOOR PLANFIRST FLOOR PLANFIRST FLOOR PLANRE: 1 1/2" = 1'-0"


RE: 3/4" = 1'-0" A100A1N14N14N14N14 MAILBOX ELEVATIONMAILBOX ELEVATIONMAILBOX ELEVATIONMAILBOX ELEVATION

RE: 3/8" = 1'-0" A100A1C14C14C14C14 ENLARGED ENTRY PLANENLARGED ENTRY PLANENLARGED ENTRY PLANENLARGED ENTRY PLAN

RE: 3/8" = 1'-0" A100A1H14H14H14H14 SECTION AT ENTRY STAIRSECTION AT ENTRY STAIRSECTION AT ENTRY STAIRSECTION AT ENTRY STAIR

RE: 3/8" = 1'-0"N8N8N8N8 SLAB @ ENTRYSLAB @ ENTRYSLAB @ ENTRYSLAB @ ENTRY



Sep 02, 2005

2 ASI #1 Sep 23, 2005

3 ASI #2 Nov 04, 2005

4 PR #3 Nov 04, 2005

5 PR #U06 Date 12

6 Date 29

7 ASI #3 NOV 21,2005

8 PR #5 NOV 21,2005

9 PR #6 12/09/05


RE: 3" = 1'-0" A100A1N1N1N1N1 FIRST FLOOR STOREFRONT JAMB @ MASONRYFIRST FLOOR STOREFRONT JAMB @ MASONRYFIRST FLOOR STOREFRONT JAMB @ MASONRYFIRST FLOOR STOREFRONT JAMB @ MASONRYRE: 1" = 1'-0" 1A-Plan2N5N5N5N5 CONTINUOUS EDGE, SECOND FLOORCONTINUOUS EDGE, SECOND FLOORCONTINUOUS EDGE, SECOND FLOORCONTINUOUS EDGE, SECOND FLOOR

DN

1111 2222 3333 4444 5555 6666 7777 8888 9999

A203

G1

A203

PARKING

ENTRYPARKING

EXIT

4' WIDE WALK W/W

ARNING STRIPES

GARAGE DOOR

OPENER (ABOVE)

PLANTER BED PLANTER BED

TRANSFO

RMER

150' - 8" T.F. BLOCK

A1

A203

J1

58' - 8" T.F. BRICK

A201A1

A201 H1

10' - 0"

18' - 0"

8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 9' - 0" 8' - 0" 9' - 0" 8' - 6" 8' - 6" 8' - 6"

8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6"

P1

P2

P3

P4

P5

G7D15A013

J11A100.5

18' - 0"

18' - 0"

ONE WAY DRIVE LANE

G9

G4


G.BG.BG.BG.B

N1

ONE WAY DRIVE LANE

G.AG.AG.AG.A

1' - 2" 29' - 2" 30' - 0" 30' - 0" 30' - 0" 29' - 2"

14' - 8"

A100.5

A15

5' - 4"

TRAFFIC COATING (02511)

STAR BUILDING BY OTHERS

CMU, 8X8X16 (04810)

OVERHEAD COILING GRILLE

(08331)


GARAGE DOOR

OPENER (ABOVE)


(08331)

CMU, 8X8X16 (04810)

13' - 7 1/2"

3' - 0 1/2"

16' - 8"



(08361)

8' - 6" 8' - 6"

3' - 4"

G10

E15A100.5

/J1 A322Sim

DOWNSPOUT (07620)

/N7 A100.5

3' - 0"

,PLAIN RECTANGULAR 4" X 14"

6' - 9"

METAL WALL PANEL ASSEMBLY

(07412)

36' - 8"

19' - 10 1/8" 0"

26' - 3"

VAN ACCESS SPACE

8"26' - 0"8"26' - 8"8"


GRND FACE (04810)


GRND FACE (04810)


GRND FACE (04810)

STEEL ANGLE BOLLARD

STEEL ANGLE BOLLARD

G.CG.CG.CG.C

8"

7' - 4"18' - 10"

8' - 6" 8' - 6"8' - 3" 8' - 3"

COMPACTCOMPACT

DOWNSPOUT (07620),PLAIN RECTANGULAR 4" X 14"

8' - 6"

COMPACTCOMPACT

1' - 2"

G8

-

-

SDA100 1

A1A403

/J7 A100.5

G4G4G4G4 G5G5G5G5 G6G6G6G6

G.BG.BG.BG.B

G.AG.AG.AG.A

DOWNSPOUT (07620)

GUTTER (07620)

STAR BUILDING SYSTEMS

MANUFACTURED BUILDING

,PLAIN RECTANGULAR - 4" X 14"

-

-

4' - 0"

4' - 0"

4' - 0"


3' - 0"

3' - 0"

RE: STRUC.

RE: STRUC.


GRND FACE (04810)

STRUCTURAL STEEL CHANNEL

(05500)

4"

NON-PER

FORATED

PERFO

RATED

NON-PER

FORATED

4' - 0"

1' - 2"

13' - 2"

/N15 A203Sim

/A1 A322Sim


(07412)

GROUT FILL (03300)

FLASHING (07620)

CAVITY DRAINAGE MATERIAL

MAINTAIN WEEPS AND DRIP EDGE

CMU BOND BEAM (04810)

SLEEVE THRU FOOTING RE: STRUC

PERF PIPE RE: CIVIL


GRND FACE (04810)

PLANTER

T.O. GARAGE

14' - 11"

Level Garage Floor

1' - 6 5/8"

G1G1G1G1


CMU, 8X8X16 (04810)

8' - 0"


(08331)

N4A011

Sim

/F6 A322Sim


(07412)

Level Alley

7"

G1G1G1G1


(07412)


GRND FACE (04810)


DOOR (08110)



PLANTER BED

J11A322

Sim

7777

A1A403

J11A100.5

G.BG.BG.BG.B

M6A322

Sim

P11A322

Sim P11A322

Sim

8' - 1" 10 1/4"

F

5 7/8"

16' - 10"

-

-

7777

A1A403

T.O. GARAGE

14' - 11"

T.O. GARAGE WALL

11' - 2 1/2"

Level Alley

7"

Level Garage Floor

1' - 6 5/8"


(07412)

METAL ROOF PANELS (07412)

TRIM (07620)

CMU, 8X8X16 (04810)

PLANTER BED

M6A322

Sim

M15A322

Sim

/P11 A322Sim



/P11 A322Sim

7' - 5 3/4"

OPEN

ING HT.9' - 0"

6' - 1"

CONCRETE SLAB ON GRADE

(03300)

G1G1G1G1

G.BG.BG.BG.B

E15A100.5

PLANTER BED



1' - 1" 8' - 0" 1' - 3"

13' - 10"

3' - 4"


1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

M

N

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

M

N


Date:

Proj. Architect:

Drawn By:

Project No.

Checked By:


13707 Wyandotte St.


tel 816.942.6355

CIVIL ENGINEER

Olsson Associates


Suite 200


tel 913.381.1170

fax 913.381.1174


Consultants, P.A.



tel. 785-842-6464

STRUCTURAL ENGINEER


4338 Belleview


tel 816.531.4144

fez 816.531.8572


10016 Darnell Rd.


tel 913.888.3991




tel 816.783.1500

fax 816.783.1501


1703 Wyandotte

Suite 400


tel 816.472.0900

16 17 18

16 17 18

P

Q

P

Q


3104 Haskell Ave #A

Lawrence, KS 66046

tel. 785.748.0777

2005. JULY.12

2120 WYANDOTTE


2/1/2007 9:58:44 PM

A100.5

GARAGE PLAN & ROOF

PLAN

FREIGHTHOUSE FLATS

04106

Designer

Author

CONSTRUCTION SET


5700 Golden Bear


RE: 1/8" = 1'-0" A200H8A1A1A1A1 PLAN - LEVEL 1 GARAGEPLAN - LEVEL 1 GARAGEPLAN - LEVEL 1 GARAGEPLAN - LEVEL 1 GARAGE

RE: 1/8" = 1'-0" A100.5A15J1J1J1J1 ROOF PLAN GARAGEROOF PLAN GARAGEROOF PLAN GARAGEROOF PLAN GARAGERE: 3/8" = 1'-0" A203A1J15J15J15J15 WALL SECTION @ GARAGE - SOUTH WALLWALL SECTION @ GARAGE - SOUTH WALLWALL SECTION @ GARAGE - SOUTH WALLWALL SECTION @ GARAGE - SOUTH WALL

RE: 1/4" = 1'-0" A100.5A1A15A15A15A15 ELEVATION - GARAGE TRASH ENCLOSUREELEVATION - GARAGE TRASH ENCLOSUREELEVATION - GARAGE TRASH ENCLOSUREELEVATION - GARAGE TRASH ENCLOSURE

RE: 3/8" = 1'-0" A100A1E15E15E15E15 SECTION @ WEST ALLEY GARAGE ENTRYSECTION @ WEST ALLEY GARAGE ENTRYSECTION @ WEST ALLEY GARAGE ENTRYSECTION @ WEST ALLEY GARAGE ENTRY

RE: 3/8" = 1'-0" A100.5J1J7J7J7J7 ENLARGED ROOF PLAN - GARAGE CANOPY ROOFENLARGED ROOF PLAN - GARAGE CANOPY ROOFENLARGED ROOF PLAN - GARAGE CANOPY ROOFENLARGED ROOF PLAN - GARAGE CANOPY ROOFRE: 3/8" = 1'-0" A100.5A1J11J11J11J11 SECTION @ GARAGE CANOPYSECTION @ GARAGE CANOPYSECTION @ GARAGE CANOPYSECTION @ GARAGE CANOPY

RE: 3/8" = 1'-0" A100.5A1N7N7N7N7 ENLARGED PLAN - ALLEY STAIRSENLARGED PLAN - ALLEY STAIRSENLARGED PLAN - ALLEY STAIRSENLARGED PLAN - ALLEY STAIRS



Sep 02, 2005

2 ASI #1 Sep 23, 2005


UP

DN

DN

UP

DN DN DN

DN

DN DN

A200

A200

A1

H1

1111 2222 3333

A7A302

4444 5555 6666 7777 8888 9999

BBBB

DDDD

EEEE

AAAA

A203

BATHROOM2f

BATHROOM1f

BEDROOM1d

BEDROOM2d

BEDROOM3d

BATHROOM3f

BATHROOM4f

BEDROOM4d

BATHROOM6f

LAUNDRY7e

BEDROOM7d

CLOSET/LAUNDRY6e

BEDROOM5d

CLOSET/LAUNDRY5e

FFFF

OPEN

TO

BELOW

OPEN

TO

BELOW

OPEN

TO

BELOW

OPEN

TO

BELOW

OPEN

TO

BELOWOPEN

TO

BELOW

OPEN

TO

BELOW

OPEN

TO

BELOW

OPEN

TO

BELOW

OPEN

TO

BELOW

OPEN

TO

BELOW

/A11 A400

/F13 A402

A1A300

A1A302

A7A301

A1A301

A13A301

A200

H8

A3

A4

A3A2 A4

A3A2

A4 A3

A1

A2

F2

A4F2

A3

A4

A1

A3

A3

A3

F1

F1

A3

A4

A4

A3

A3

A1

A201 H1

A201A1

K1A401

1f

2f

3f4f

5f

5e-1

5e-25g

5-3

6e-1

6e-2

6f

7f

8f

8e

J11A100.5

CCCC

3' - 6"

7' - 4"

7' - 9"

8' - 6"

3' - 0 3/4"

5' - 6"

4' - 6" 2' - 2"7' - 10"15' - 9 1/2"

2' - 2"

7' - 5"

1' - 11"

9' - 7"

6' - 6 1/2"

5' - 9"

19' - 11"

19' - 8"

8"

20' - 3 1/2"

20' - 3 1/2"

9 1/2"

4 5/8"

3' - 6" CLEAR

5' - 9"

3' - 6" CLEAR

5' - 9"

4 5/8"

3' - 6"

2' - 6"

1' - 0"

18' - 4 1/2" 19' - 3" 19' - 3" 18' - 10" 18' - 10 1/2" 18' - 10" 18' - 10" 18' - 3 1/2"

2"

3 7/8"

2' - 9"


G.BG.BG.BG.B

5' - 6"

9 1/2"

A1

11' - 5 5/8"8' - 11"

9 1/2"

7' - 2"3' - 9"

16' - 6"

16' - 0"

1' - 3"

1' - 5"

4' - 0"

11' - 4"

2' - 10 1/2"

2' - 4"

WF1

WF1 WF1 WF1

WF1

WF1

WF1

WF1

WF1

WF1

TC1

TC1

TC1

TC1TC1

TC1

TC1

TC1

PA2PA2

A700 L1

E15A100.5

BEDROOM8d

F14A101

SimF14A101

Sim

P14A101

Sim

8' - 0"

A4

A4 A4 A4

A4

A4

A4

A5A321

Sim A5A321

Sim

H5A321

Sim H5A321

Sim

H5A321

Sim

J16A302

A103

N8

A201 N15

11"

14' - 10"

G.CG.CG.CG.C

9"

3' - 6" CLEAR

3' - 6" CLEAR

2' - 6"

2" TYP13' - 2"

3' - 10" TYP

14' - 6"

15' - 4"

2' - 6"

A1

D1

14' - 2 5/8"

WALL

ASSEM

BLY

,

U40

4 CONFIG. A

F1

3' - 0"

4' - 6"

7' - 0"3' - 5" 6' - 8"

N5A100

H10A102

1' - 8"

1' - 4" CLEAR1' - 8"

2' - 8" CLEARA3

2' - 2"

5 7/8"

A3

2' - 9"

3' - 9"

2' - 1"

5' - 2"

M15A153

7' - 4 5/8"

3' - 4 3/4"

3' - 6"

A202

J9

SDA56 1

J1


/1 SDA73

-

-

SDA80 1

2SDA94

1SDA96

SDA100 1

SDA101 1

----

1SDA102

CONCRETE FINISH




C01

PA2

PA3

PA4

PA5

TC1

WF1


STONE TILE

WOOD FLOORING

THIRD FLOOR

16' - 5 1/2"

4" x 4" TRAVERTINE TILE (09385)

1/4" CEMENTITIOUS BACKER

UNIT (09385)

WATERPROOFING MEMBRANE

(09385)



1/2" TEMPERED GLASS (08800)

S.S.

WOOD BLOCKING (06100)

WOOD FLOORING (09640)


1/2"

WOOD BASE (06402)


FLOOR JOIST (06100)


PLYWOOD SUBFLOORING

(06100)

6"

3/4"



FLOOR JOIST (06100)


PLYWOOD SUBFLOORING

(06100)


UNIT (09385)

TRANSITION STRIP (09385)


TRANSITION STRIP (09385)

SCHLUTER-RENO-U: EU100 OR EU125

EXISTING CONC FLOOR SLAB



UNIT (09385)

WATERPROOFING MEMBRANE

(09385)




S.S.


GLASS WALL TILE (09310)

GLASS MIRROR (08830)



UNIT (09385)

3/4"

STAINLESS STEEL TRIM (08830)

1 5/8"


LIGHT FITURE RE:ELEC

ALL EDGES


(06100)

6666

CCCC



(09250)


ALIGN FLUSH

7777

CCCC



(09250)


ALIGN

ALIGN @

CHAMFE

R

1' - 5" MIN

9 3/8" 11 7/8"

A1

D1

D1

F1


1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

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N


Date:

Proj. Architect:

Drawn By:

Project No.

Checked By:


13707 Wyandotte St.


tel 816.942.6355

CIVIL ENGINEER

Olsson Associates


Suite 200


tel 913.381.1170

fax 913.381.1174


Consultants, P.A.



tel. 785-842-6464

STRUCTURAL ENGINEER


4338 Belleview


tel 816.531.4144

fez 816.531.8572


10016 Darnell Rd.


tel 913.888.3991




tel 816.783.1500

fax 816.783.1501


1703 Wyandotte

Suite 400


tel 816.472.0900

16 17 18

16 17 18

P

Q

P

Q


3104 Haskell Ave #A

Lawrence, KS 66046

tel. 785.748.0777

2005. JULY.12

2120 WYANDOTTE


2/1/2007 9:59:22 PM

A101SECOND FLOOR PLAN

FREIGHTHOUSE FLATS

04106

Designer

Author

CONSTRUCTION SET


5700 Golden Bear


RE: 1/8" = 1'-0" A100N5A1A1A1A1 SECOND FLOOR PLANSECOND FLOOR PLANSECOND FLOOR PLANSECOND FLOOR PLANRE: 1 1/2" = 1'-0"


RE: 3" = 1'-0" A100A1C14C14C14C14 DETAIL @ SHOWER CURB - CONCRETEDETAIL @ SHOWER CURB - CONCRETEDETAIL @ SHOWER CURB - CONCRETEDETAIL @ SHOWER CURB - CONCRETE

RE: 3" = 1'-0" A101A1F14F14F14F14 DETAIL @ SECOND FLR - BAMBOO FLOOR - BASEDETAIL @ SECOND FLR - BAMBOO FLOOR - BASEDETAIL @ SECOND FLR - BAMBOO FLOOR - BASEDETAIL @ SECOND FLR - BAMBOO FLOOR - BASE

RE: 3" = 1'-0" A104A1K14K14K14K14 DETAIL @ SECOND FLR - BAMBOO TRANSITIONDETAIL @ SECOND FLR - BAMBOO TRANSITIONDETAIL @ SECOND FLR - BAMBOO TRANSITIONDETAIL @ SECOND FLR - BAMBOO TRANSITION

RE: 3" = 1'-0"P9P9P9P9 DETAIL @ TRAVERTINE TRANSITION - EXISTING SLABDETAIL @ TRAVERTINE TRANSITION - EXISTING SLABDETAIL @ TRAVERTINE TRANSITION - EXISTING SLABDETAIL @ TRAVERTINE TRANSITION - EXISTING SLABRE: 3" = 1'-0" A101A1P14P14P14P14 DETAIL @ SHOWER CURB - TRAVERTINEDETAIL @ SHOWER CURB - TRAVERTINEDETAIL @ SHOWER CURB - TRAVERTINEDETAIL @ SHOWER CURB - TRAVERTINE

RE: 3" = 1'-0" A103N15P5P5P5P5 MIRROR MOUNTING @ DOUBLE VANITYMIRROR MOUNTING @ DOUBLE VANITYMIRROR MOUNTING @ DOUBLE VANITYMIRROR MOUNTING @ DOUBLE VANITYRE: 3/4" = 1'-0" A100A1P1P1P1P1 (2) TYP. FRAMING @ COL(2) TYP. FRAMING @ COL(2) TYP. FRAMING @ COL(2) TYP. FRAMING @ COL

RE: 3/4" = 1'-0" A100C14P3P3P3P3 TYP. FRAMING @ COLTYP. FRAMING @ COLTYP. FRAMING @ COLTYP. FRAMING @ COL



Sep 02, 2005

2 ASI #1 Sep 23, 2005

3 ASI #2 Nov 04, 2005

4 PR #3 Nov 04, 2005

5 ASI #3 NOV 21,2005


DNUP

DN

UP

A200

A200

A1

H1

1111 2222 3333 4444 5555 6666 7777 8888 9999

BBBB

DDDD

EEEE

AAAA

A201 H1

BATHROOM9a

BEDROOM9d

UNIT 1515

BATHROOM15a

UNIT 1414

CLOSET/LAUNDRY14c

UNIT 1010

CLOSET/LAUNDRY10c

BATHROOM10e

BATHROOM13a

BEDROOM12d

BATHROOM12e

STAIRS1-B

FFFF

MECH.9b

MECH.10b

BATHROOM12a

/A6 A400

/A16 A402

A1A300

A1A302

A7A301

A1A301

A13A301

A200

H8

CLOSET15c

BATHROOM10a

/E1 A410

A3 A3

A3

A4

F2

A3

A4

F2

A2

A2

F2

A2

A2

A3

A3A3

A2

A2

A3

A3A3

A4

A2

A4

A3

A3

A3

A3

A3

A4

A3 A201A1

UNIT 1111

BATHROOM11a

/E7 A410

9-1

9b

9d-1

9d-2

9a

CLOSET/LAUNDRY11e

BATHROOM11f

BEDROOM11g

9e

CLOSET9e

10-1

10a-1

10b

10fCLOSET

10f

10a-2

11-1

11a-111a-2

11g

10d

12-1

12-2

12a-1

12a-

2

MECH.13b

MECH.12b

13d

CLOSET13e

13S1-B

14-1

14e-2

13b

13e

14b

15-1

15b

15a

15c

STAIRS2-B

S2-2

13f

D1

A2

CCCC

4' - 7"

2' - 4"

1' - 2"

4' - 10"

11' - 8" 11' - 0 1/8"

18' - 6 1/2"

9' - 4"

4' - 2" 5' - 5" 10"

1' - 6

"3' - 0

1/2

"

4' - 8

"

A3

3' - 6"

4' - 8

"

4' - 4 1/8"

10' - 4"

3' - 4

"

8' - 2

7/8

"

3' - 4

"

2' - 9"

14' -

0 1

/2"5'

- 6

" 11hMECH11h

3' - 0"

16' - 11"

1' - 1

0"

5' - 3

"

8' - 9

"

12' - 10 1/4"

1' - 2"

3' - 6

"

4' - 0"

9' - 4"

5' - 6

"3' - 0

"

3' - 2

"3' - 6"

6' - 6"

2' - 8

"4' - 1

"3' - 8

"5' - 2

"

6' - 0"4' - 4"

1' - 6

"

19' - 3"18' - 4 1/2" 19' - 3" 18' - 10" 18' - 10 1/2" 18' - 10" 18' - 10" 18' - 3 1/2"

19' -

11"

19' -

8"

8"

20' -

3 1

/2"

20' -

3 1

/2"

12d

14d

4' - 8

"

1' - 8

"

F2


F2

A103

G15

A103 N15

/C15 A103

/K15 A103

CO1

CO1

CO1 CO1CO1

CO1

CO1

CO1

CO1PA3PA3

UNIT 1212

UNIT 1313

UNIT 99

6' - 2"

8' - 0" 9' - 8"

8' - 2

"16' - 6" 1' - 2"

C14A101

/E12 A410

/A16 A410

14-2

A2

A4

A4A4

A4A4

A4

A4

A4

A4

9-2 10-2 11-2

15-2

12e

A4

A2 F2 A2

F2

A2

F2

A5A321

A5A321

Sim

H5A321

Sim

A201 N15

G.CG.CG.CG.C

15d

4' - 1

"

/M10 A321Sim

A3

6' - 0

"6' - 1

0"

3' - 8"

6' - 0"

8' - 0

5/8

"

16' -

5"

3' - 8"

13c

3' - 0

" CLE

AR

3' - 0"

3' - 2

"

3' - 2"

7' - 0

"5' - 6

"

14a

11' -

6 3

/4"

LAUNDRY15d

MECH.15b

15d A3

8"

A3

5' - 3"

3"5' - 4"

4' - 0

"11

1/2

"

1' - 0

"6' - 6

7/8

"

6' - 9

"

14' -

0 1

/2"

M15A153

6' - 2"

F2

8' - 2"

3' - 6"

3' - 6"

D1

4' - 0

"6 3/

4"2' - 1

1 1/

2"

3' - 6"5' - 6"1' - 11 1/2"2' - 0"

SDA56 1

J1


/1 SDA74

-

-

SDA101 1

-

CONCRETE FINISH




C01

PA2

PA3

PA4

PA5

TC1

WF1


STONE TILE

WOOD FLOORING

2222

DDDD

6' - 0"

19' - 7 1/2"

16' - 6 1/2"

2' - 0

"

2' - 1

"

5' - 2

"

7' - 2"

GRANITE COUNTERTOP (06415)

RESIDENTIAL CASEWORK(12356)

RESIDENTIAL APPLIANCES(11451)



7' - 11 7/8"

2222

3' - 0

"1' - 1

0"

1"

3' - 6

"3' - 0

"

1' - 3

"


BACKSPLASH (08800)

GRANITE COUNTERTOP (06415) RESIDENTIAL CASEWORK(12356)


G.CG.CG.CG.C

5 1/2"

1"

8"

13' - 11 7/8"

19' - 8"

3333

First Floor

-8"

1' - 9

"3' - 2

3/4

"3' - 0

"



BACKSPLASH (08800)

RESIDENTIAL APPLIANCES(11451)RESIDENTIAL CASEWORK(12356)

1' - 1

0"

REF.

OV

EN

DW

A7A302

5555

CCCC

2' - 0" 14' - 2 1/4"

2' - 1

"

6' - 0"

2' - 0

"7' - 5

1/2

"

9' - 5

1/2

" 4' - 0

"




4' - 6"

10' - 7"8' - 7"

7' - 5

3/8

"

BBBB

SECOND FLOOR

8' - 5"

First Floor

-8"

1' - 2

"

AIR HANDLER RE: MECH

3' - 6

" TY

P

PLYWOOD SUBFLOORING(06100)

GYPSUM BOARD, CEILING 1/2"(09250)

STEEL STUD (05400)

EXISTING CONCRETE STRUCTURE

SUPPLY DUCT RE: MECH

GYPSUM BOARD, TYPE X 5/8"(09250)

STRUCTURAL STEEL (05500)

SUPPLY DUCT RE: MECH

TRIM BEAD (09250)

LOUVER DOOR TYP @ MECH.CLOSETS


WOOD BASE (06402)

FLOOR JOIST (06100)

SUPPLY GRILLE, RE: MECH

1' - 0

"

GYPSUM BOARD, CEILING 1/2"(09250)

* TYP @ UNITS 1-4 LEVEL 1

2"

1' - 0

3/8

"

3/4"

SILICONE SEALANT (07920)EXPANSION JOINT



8" TYP.

CONTROL JOINT

EXIST'G CONC COLUMN

1/2"1/2"


1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

M

N

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

M

N


Date:

Proj. Architect:

Drawn By:

Project No.

Checked By:

PLUMBINGCentral Plumbing13707 Wyandotte St.Kansas City, MO 64145tel 816.942.6355

CIVIL ENGINEER

Olsson Associates7301 W. 133rd StreetSuite 200Overland Park, KS 64151tel 913.381.1170fax 913.381.1174

ELECTRICAL ENGINEERProfessional EngineeringConsultants, P.A.616 Vermont Street, Suite BLawrence, Kansas 66044tel. 785-842-6464

STRUCTURAL ENGINEER

BDC Structural Engineers4338 BelleviewKansas City, MO 64111tel 816.531.4144fez 816.531.8572

MECHANICAL ENGINEERMetro Air10016 Darnell Rd.Shawnee Mission KS 66215tel 913.888.3991

ARCHITECTBNIM Architects106 West 14th ste 200Kansas City MO 64105tel 816.783.1500fax 816.783.1501

CONTRACTORHarris Construction1703 WyandotteSuite 400Kansas City, MO 64111tel 816.472.0900

16 17 18

16 17 18

P

Q

P

Q

ELECTRICAL CONTRACTOROliver Electric3104 Haskell Ave #ALawrence, KS 66046tel. 785.748.0777

2005. JULY.12

2120 WYANDOTTE


2/1/2007 10:00:05 PM

A102THIRD FLOOR PLAN

FREIGHTHOUSE FLATS

04106

Designer

Author

CONSTRUCTION SET


5700 Golden Bear


RE: 1/8" = 1'-0" A012F10A1A1A1A1 THIRD FLOOR PLANTHIRD FLOOR PLANTHIRD FLOOR PLANTHIRD FLOOR PLANRE: 1 1/2" = 1'-0"


RE: 3/8" = 1'-0" A100A1H15H15H15H15 ENLARGED KITCHEN - 'LINEAR'ENLARGED KITCHEN - 'LINEAR'ENLARGED KITCHEN - 'LINEAR'ENLARGED KITCHEN - 'LINEAR'

RE: 3/8" = 1'-0" A100A1K15K15K15K15 LINEAR KITCHEN ELEVATION, TYP.LINEAR KITCHEN ELEVATION, TYP.LINEAR KITCHEN ELEVATION, TYP.LINEAR KITCHEN ELEVATION, TYP.

RE: 3/8" = 1'-0" A100A1G15G15G15G15 'L-SHAPE' KITCHEN ELEVATION, TYP.'L-SHAPE' KITCHEN ELEVATION, TYP.'L-SHAPE' KITCHEN ELEVATION, TYP.'L-SHAPE' KITCHEN ELEVATION, TYP.

RE: 3/8" = 1'-0" A100A1C15C15C15C15 ENLARGED KITCHEN - 'L-SHAPE'ENLARGED KITCHEN - 'L-SHAPE'ENLARGED KITCHEN - 'L-SHAPE'ENLARGED KITCHEN - 'L-SHAPE'



Sep 02, 2005

2 ASI #1 Sep 23, 2005

3 ASI #2 Nov 04, 2005

4 PR #3 Nov 04, 2005

5 PR #U13 Date 19

6 ASI #3 NOV 21,2005

7 PR #6 12/09/05


______________________________________

RE: 3/8" = 1'-0" A100A1H10H10H10H10 LEVEL 1 TYP MECH ROOMLEVEL 1 TYP MECH ROOMLEVEL 1 TYP MECH ROOMLEVEL 1 TYP MECH ROOMMECH. CLOSET

BATHROOMCLOSET/LAUNDRY

RE: 1 1/2" = 1'-0"H5H5H5H5 FIRST FLOOR SLAB @ COL.FIRST FLOOR SLAB @ COL.FIRST FLOOR SLAB @ COL.FIRST FLOOR SLAB @ COL.

DN

UP

DN

UP

UPUP

A201A1

A200

A200

A1

H1

1111 2222 3333

A7A302

4444 5555 6666 7777 8888 9999

BBBB

DDDD

EEEE

AAAA

A201 H1

BATHROOM17f

CLOSET17e

UNIT 1818

BEDROOM18d

BATHROOM18e

CLOSET/LAUNDRY18c

UNIT 1717

UNIT 1616

BEDROOM 216f

LAUNDRY16g

BATHROOM 216h

BEDROOM16d

BATHROOM16a

UNIT 2020

BEDROOM20c

BATHROOM20a

BEDROOM 220d

BATHROOM 319e

BEDROOM19d

UNIT 1919

BATHROOM 219a

BEDROOM 219f

MECH.19h

FFFF

MECH.18b

/G1 A400

/F16 A402

A1A300

A1A302

A7A301

A1A301

A13A301

CLOSET/LAUNDRY20b

MECH.20g

BATHROOM18a

A200

H8

CLOSET20f

A3

A4

A4

A3

A4

A3

A4

A2

A2

A4

A3

F2

A3

A3

A3

A4

A3

A4A3

A4A2

F2

A3

A3

A3

A4

A3

A4

A3

A3

A3

A3 A4

A4

A3

A3

F2

BATHROOM 217g

MECH17h

/A1 A410/A7 A410

BEDROOM 217b

CLOSET17d

BEDROOM17a

CLOSET18f

16-1

16-2

16d

16a

16b

16h

16f-1

16f-2

17-1

17g

17c

17f

17-2

18-1

18-2

18a 18b

18f

18e

CLOSET19g

19e

19c

S1-C

2020g

20a-1

20a-220b

20c

20f

20e

STAIRS2-C

S2-3

17a

STAIRS1-C

19a 19b

4' - 7"

6' - 0"

2"

3' - 8"

8' - 2 7/8"8"

10' - 6"

12' - 10"

10' - 6"

14' - 0 1/2"

CCCC

3' - 0"

6' - 0"

9' - 5 1/8"

4' - 8"

3' - 5"

1' - 6"

9' - 0 1/2"

16' - 0"

3' - 0"

4' - 4"

2' - 10"

3' - 6"

7' - 5"

2' - 9"

5' - 7"

15' - 0 1/2"

5' - 7 1/2"

8"

7' - 8"

2 1/2"

8' - 8"

4' - 8"

4' - 9"

5' - 3"

12' - 0"

3' - 0 1/2"

1' - 3"5' - 8"

1' - 3"

3' - 6"

14' - 11"3' - 8"2' - 8"

1' - 3"

6' - 5"3' - 10"

5' - 0"

8"

8" 3' - 5"

3' - 2"

7' - 3"

12' - 2 3/8"2' - 0"

11' - 5 5/8"

1' - 9 1/2"

19' - 3"18' - 4 1/2" 19' - 3" 18' - 10" 18' - 10 1/2" 18' - 10" 18' - 10" 18' - 3 1/2"

19' - 11"

19' - 8"

8"

20' - 3 1/2"

20' - 3 1/2"

19f

19d20d

3' - 1"

10' - 0"

13' - 4"

3' - 0"

A2

D1

11' - 5 1/2"4' - 6"

2' - 8 1/2"

A2

A26' - 0"13' - 0 1/2"9' - 5"3' - 5"

19-1

A3A2

A3

19g

CO1

CO1

CO1CO1

CO1

CO1

CO1PA4 PA4

/A12 A410

C14A101

Sim

A4

A4

A4A4 A4 A4

A4

17b

/J15 A151

F2

A4

19h

17h

A4

17b-1

A5A321

Sim A5A321

Sim

H5A321

Sim

G.CG.CG.CG.C

3' - 2"5' - 0 7/8"

8' - 1 1/8"

6' - 4" 5' - 10"

3' - 2"

/M10 A321Sim

3' - 2"

7' - 0"

CONCRETE COLUMN

HEAD ABOVE CONCRETE COLUMN

HEAD ABOVE

7' - 10" 4' - 10"1' - 3"5' - 8"

4' - 0" CLEAR

4' - 0"

1' - 6"

4' - 0"

11 1/2"

9' - 4 1/2"

6' - 8"

9 1/2"

N4A103

Sim

6' - 3 7/8"

3' - 6"

3' - 6"

J1


/1 SDA75

-

-

- CONCRETE FINISH




C01

PA2

PA3

PA4

PA5

TC1

WF1


STONE TILE

WOOD FLOORING

1' - 7"

4' - 8"

RESIDENTIAL CASEWORK

(12356)


STONE TILE BASE (09385)


P5A101

Sim

1' - 6"

3"

3"

4' - 0"


1' - 7"


(12356)


STONE TILE BASE (09385)


1' - 6"

A103

G15

3' - 4" 2' - 0"

2' - 0" RESIDENTIAL CASEWORK

(12356)

* 30 " MIN. CLEAR


6' - 0"

2' - 0"

1' - 8 1/8"

2' - 0"

2' - 0 1/2"

2' - 6"

3' - 0 3/4"

* 30 " MIN. CLEAR


(12356)


11' - 6 3/4"

33334444

SECOND FLOOR

8' - 5"

First Floor

-8"

A13A401

N8A011

Sim

* 90 MIN. ELEVATOR DOOR AT ALL FLOORS

* 180 DEGREE SGL FRONT OF ELEV CAB

RATED DOOR ASSEMBLY

(08110)

MAG. HOLD OPEN (08710)

GYPSUM BOARD, 5/8" (09250)* FIRE CAULK ALL PENETRATIONS INTO PARTITIONS

1' - 1"10" MIN. CLEAR

1"


(09250)



(09640)

PLYWOOD SUBFLOORING

(06100)

RIM JOIST (06100)


EXISTING CONCRETE

STRUCTURE

*PROVIDE A 1/2" REVEAL

AROUND THE STAIR

PERIATRATION OF THE GYP WALL

WALL BEYOND

7777

F1

1' - 2 1/4" RO

4" RO

A1ELEC. WALL HEATER,

RE: ELEC.

*MOUNT 1'-6" A.F.F.

AND 2'-0" OFF OF THE

FINISH FACE OF WALL

*2 layers of gyp at 1 HR

rated wall assembles


1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

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J

K

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

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M

N


Date:

Proj. Architect:

Drawn By:

Project No.

Checked By:


13707 Wyandotte St.


tel 816.942.6355

CIVIL ENGINEER

Olsson Associates


Suite 200


tel 913.381.1170

fax 913.381.1174


Consultants, P.A.



tel. 785-842-6464

STRUCTURAL ENGINEER


4338 Belleview


tel 816.531.4144

fez 816.531.8572


10016 Darnell Rd.


tel 913.888.3991




tel 816.783.1500

fax 816.783.1501


1703 Wyandotte

Suite 400


tel 816.472.0900

16 17 18

16 17 18

P

Q

P

Q


3104 Haskell Ave #A

Lawrence, KS 66046

tel. 785.748.0777

2005. JULY.12

2120 WYANDOTTE


2/1/2007 10:00:56 PM

A103FOURTH FLOOR PLAN

FREIGHTHOUSE FLATS

04106

Designer

Author

CONSTRUCTION SET


5700 Golden Bear


RE: 1/8" = 1'-0" A013H5A1A1A1A1 FOURTH FLOOR PLANFOURTH FLOOR PLANFOURTH FLOOR PLANFOURTH FLOOR PLANRE: 1 1/2" = 1'-0"


RE: 3/8" = 1'-0" 14A&15A PLAN1N15N15N15N15 ELEVATION AT DOUBLE VANITYELEVATION AT DOUBLE VANITYELEVATION AT DOUBLE VANITYELEVATION AT DOUBLE VANITY

RE: 3/8" = 1'-0" A102A1G15G15G15G15 ELEVATION AT SINGLE VANITYELEVATION AT SINGLE VANITYELEVATION AT SINGLE VANITYELEVATION AT SINGLE VANITY

RE: 3/8" = 1'-0" A102A1K15K15K15K15 ENLARGED RESTROOM FLOOR PLAN - REGULARENLARGED RESTROOM FLOOR PLAN - REGULARENLARGED RESTROOM FLOOR PLAN - REGULARENLARGED RESTROOM FLOOR PLAN - REGULAR

RE: 3/8" = 1'-0" A102A1C15C15C15C15 ENLARGED RESTROOM FLOOR PLAN - MASTERENLARGED RESTROOM FLOOR PLAN - MASTERENLARGED RESTROOM FLOOR PLAN - MASTERENLARGED RESTROOM FLOOR PLAN - MASTER

RE: 3/8" = 1'-0" A100A1N8N8N8N8 FIRST FLOOR CORRD. @ ELEVATORFIRST FLOOR CORRD. @ ELEVATORFIRST FLOOR CORRD. @ ELEVATORFIRST FLOOR CORRD. @ ELEVATOR



Sep 02, 2005

2 ASI #1 Sep 23, 2005

3 ASI #2 Nov 04, 2005

4 PR #U16 Date 22

5 PR #U18 Date 24

6 PR #U19 Date 25

7 PR #U20 Date 26

8 Date 29

9 ASI #3 NOV 21,2005


RE: 1 1/2" = 1'-0" A103A1N4N4N4N4 RISERS @ UNIT 19 STAIRRISERS @ UNIT 19 STAIRRISERS @ UNIT 19 STAIRRISERS @ UNIT 19 STAIRRE: 1 1/2" = 1'-0" A100A1N1N1N1N1 WALL HEATER @ CORRIDORWALL HEATER @ CORRIDORWALL HEATER @ CORRIDORWALL HEATER @ CORRIDOR

DN

DN

DNDN

UP

A201A1

A200

A200

A1

H1

1111 2222 3333

A7A302

4444 5555 6666 7777 8888 9999

BBBB

DDDD

EEEE

AAAA

7' - 2 1/2"

A201 H1

A9A403

FFFF

/G6 A400

/L16 A402

A1A300

A1A302

A7A301

A1A301

A13A301

A200

H8

A202

A1

A202

A202

A202

A202

J13

E13

E1

A13

A3A4

A3

A4

F2

A2

F2

A4

A3

A4

D1

21-1

21-221b

21h

21g

21a-1

21a-2

20i

19j

S1-D

S2-4

22-2

22-1

22f-2

20h

11' - 2" 13' - 0"

1' - 4" 4' - 8"

19' - 3"18' - 4 1/2" 19' - 3" 18' - 10" 18' - 10 1/2" 18' - 10" 18' - 10" 18' - 3 1/2"

19' - 11"

19' - 8"

8"

11' - 3"

CCCC

20' - 3 1/2"

20' - 3 1/2"

6' - 5"

1' - 6 1/2"

A15A400

A15A400

Sim

19' - 5 3/4"

3' - 1"

3' - 8"

13' - 10 1/2"

8' - 0"

6' - 2"

7' - 7 1/2"

13' - 10 1/2"

3' - 10"

5' - 9"

A3

5' - 2 1/2" TYP

5' - 4"

A2

A3

A2

4' - 9 1/8" 6' - 3 3/4"

A4

WF1PA5PA5

ADA ACCESSIBLE UNIT.

TENANT FINISH.

WF1

WF1

WF1

WF1

BEDROOM20h

UNIT 2222

BATHROOM20i

BEDROOM 319i

BATHROOM19j

UNIT 2121

BEDROOM 221b

BEDROOM21a

CLOSET21c

MECH.21d

CLOSET21e

LAUNDRY21h

BATHROOM 221g

STAIRH5

WALK-IN19k

HALLWAYH5

K14A101

Sim

H14A321

Sim

H14A321

Sim

A14A321

Sim A14A321

SimA14A321

Sim

A202 N16

13' - 8"

A202 N12

PH1 PH2

3' - 9 7/8"

7' - 7 1/4

"

9 5/8"

10' - 4 1/2"

8' - 4"

A4F2

19k

21-3

12' - 8" TYP

7"

7"

/H10 A321

/M10 A321Sim

M1A321

/M10 A321Sim

SCUPPER (07620) SCUPPER (07620)

SCUPPER (07620)

EXISTING ROOF DRAIN, BELOW


19i-1

20-2

14' - 4 7/8"

7' - 9 7/8"U465 (1HR)

U465 (1HR)

38' - 9 5/8"U465 (1HR)

A2

45 MIN. RATED

GLASS

4"

4"

4" 4"

5 3/8"

7' - 8"

3' - 0" 6' - 1" 6' - 0"

6' - 10"

NOTES:

1. - ALL RATED WALLS TO EXTEND TO

EXISTING CONCRETE SLAB BELOW

AND TO ROOF STRUCTURE ABOVE.

2. - PROVIDE FLOOR DRAINS IN

EXISTING SLAB

10' - 0"

10' - 0"

4' - 8"

14' - 0"

8' - 0"

8' - 0"

10' - 0"

/K15 A012Sim

/K15 A012Sim

/K15 A012Sim

/K15 A012Sim

STEEL ANGLE (05500)

19i

G.CG.CG.CG.C

/H1 A104

4"

10"3' - 2"

10' - 6"

2' - 7 1/2"

6' - 5 3/4"

1' - 0 1/4"

2 1/4"

13' - 5"

13' - 3 1/8"

6' - 5 3/4"

17' - 2 1/2"

16' - 5 3/4"

8' - 6 1/8"2' - 8"

2' - 8"

FLOOR

HATCH

FLOOR

HATCH

FLOOR

HATCH

4"4"

FLOOR

HATCH

CO1

CO1

CO1

CO1

2 1/2"

NEW CMU PILASTER , GROUT FULL TYP

1' - 4"

121.

00°

M15A105

/H15 A105

N4A103

Sim

3 1/2"


(05500)

11' - 0"

4' - 1 1/2"

11' - 0 1/2"

4' - 7"

1' - 10"

17' - 0"

J1


-

CONCRETE FINISH




C01

PA2

PA3

PA4

PA5

TC1

WF1


STONE TILE

WOOD FLOORING

2222

CCCC


(09250)

EXISTING CONCRETE

COLUMN


G.CG.CG.CG.C

A7A302

5555

CCCC

EXISTING CONCRETE

COLUMN

ALIGN

ALIGN


(09250)


3' - 0"



(12356)

6' - 0 1/4"

2' - 0" 2' - 0 1/4" 2' - 0"

4 1/4"



FLUORESCENT LIGHTING

PER ELECTRICAL DRAWINGS



(12356)

DUPLEX RE: ELEC

CONDUIT RE: ELEC


3' - 0"


FLOOR JOIST (06100)

PLYWOOD SUBFLOORING

(06100)

FLOOR HATCH W/

INLAID BAMBOO

FLOORING


EXISTING ROOF

SLAB

RE: STRUC




S.S.

4' - 6" 3' - 0" MIN.

B.O. CEILING

8'-0"

T.O.FINISH FLOOR 0'-0"

BEVEL EXPOSED CORNER

T.O.CURB 0'-3 3/4"

3333

UNIT 2121

BEDROOM21a

RoomE-C

21d21e

21a-1

1' - 4"4' - 4"5' - 6"4' - 4"

2' - 10"

21c


1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

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A

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M

N


Date:

Proj. Architect:

Drawn By:

Project No.

Checked By:


13707 Wyandotte St.


tel 816.942.6355

CIVIL ENGINEER

Olsson Associates


Suite 200


tel 913.381.1170

fax 913.381.1174


Consultants, P.A.



tel. 785-842-6464

STRUCTURAL ENGINEER


4338 Belleview


tel 816.531.4144

fez 816.531.8572


10016 Darnell Rd.


tel 913.888.3991




tel 816.783.1500

fax 816.783.1501


1703 Wyandotte

Suite 400


tel 816.472.0900

16 17 18

16 17 18

P

Q

P

Q


3104 Haskell Ave #A

Lawrence, KS 66046

tel. 785.748.0777

2005. JULY.12

2120 WYANDOTTE


2/1/2007 10:01:39 PM

A104

FIFTH FLOOR PLAN -

PENTHOUSE

FREIGHTHOUSE FLATS

04106

Designer

E. KRYGIEL, B.ROCK

CONSTRUCTION SET


5700 Golden Bear


RE: 1/8" = 1'-0" A105M15A1A1A1A1 FIFTH FLOOR PLAN - PENTHOUSEFIFTH FLOOR PLAN - PENTHOUSEFIFTH FLOOR PLAN - PENTHOUSEFIFTH FLOOR PLAN - PENTHOUSERE: 1 1/2" = 1'-0"


RE: 1 1/2" = 1'-0" A100A1H15H15H15H15 DETAIL @ COLUMNDETAIL @ COLUMNDETAIL @ COLUMNDETAIL @ COLUMN

RE: 1 1/2" = 1'-0" A100A1M15M15M15M15 DETAIL @ INTERIOR WALLDETAIL @ INTERIOR WALLDETAIL @ INTERIOR WALLDETAIL @ INTERIOR WALL

RE: 3/8" = 1'-0" A100A1E15E15E15E15 KITCHEN ISLAND ELEVATION, TYP.KITCHEN ISLAND ELEVATION, TYP.KITCHEN ISLAND ELEVATION, TYP.KITCHEN ISLAND ELEVATION, TYP.

RE: 1/2" = 1'-0"C15C15C15C15 CASEWORK SECTION AT MASTER VANITYCASEWORK SECTION AT MASTER VANITYCASEWORK SECTION AT MASTER VANITYCASEWORK SECTION AT MASTER VANITY

RE: 3/8" = 1'-0" A100A1N12N12N12N12 KITCHEN ISLAND SIDE ELEV, TYP.KITCHEN ISLAND SIDE ELEV, TYP.KITCHEN ISLAND SIDE ELEV, TYP.KITCHEN ISLAND SIDE ELEV, TYP.RE: 1 1/2" = 1'-0" A302A7N6N6N6N6 FLOOR HATCH JAMBFLOOR HATCH JAMBFLOOR HATCH JAMBFLOOR HATCH JAMB

RE: 3/8" = 1'-0"N9N9N9N9 SHOWER ELEVATION, TYP.SHOWER ELEVATION, TYP.SHOWER ELEVATION, TYP.SHOWER ELEVATION, TYP.RE: 3/8" = 1'-0" A104A1H1H1H1H1 ENLARGED PLAN - UNIT 21ENLARGED PLAN - UNIT 21ENLARGED PLAN - UNIT 21ENLARGED PLAN - UNIT 21



Sep 02, 2005

2 PR#2 Sep 16, 2005

3 ASI #1 Sep 23, 2005

4 ASI #2 Nov 04, 2005

5 PR #3 Nov 04, 2005

6 PR #U20 Date 26

7 PR #U21 Date 27

8 PR #U22 Date 28

9 ASI #3 NOV 21,2005


DN

DN

1111 2222 3333

A7A302

4444 5555 6666 7777 8888 9999

BBBB

DDDD

EEEE

AAAA

A1A403

A9A403

K7A410

A6A401

FFFF

K1A410

A1A300

A1A302

A7A301

A1A301

A13A301

CCCC

10' - 0"

14' -

10

1/2"

10' - 11 3/8"

15' -

8"

3' - 6 5/8"

8' -

10"

8' - 6"

9' -

0"

1/4"

: 1'

- 0

"

1' -

0 1

/2"

1' - 0"



SCUPPER (07620) SCUPPER (07620)SCUPPER (07620)

EPDM MEMBRANE ROOFING

SYSTEM (07531)


SYSTEM (07531)

A7A302

Sim

A7A302

Sim

A7A302

Sim

S TEEL ROOF HATCH (2HR),

4'x4', 16 SGFT MIN., FACTORY

FINISHED

4' - 11"

8' -

6"

4' - 0 1/2"

CRICKET (07620)S

LOP

E

1/4"

: 1'

- 0

"

SLO

PE

1/4"

: 1'

- 0

"

SLO

PE

1/4"

:

1' -

0"

G.CG.CG.CG.C

15' -

8"

M15A105

M15SDA031

1SDA52

1SDA60

1SDA77

FIFTH FLOOR

41' - 2"

T.O. EXST'G WALL

43' - 7 7/8"

1' -

7 1

/2"

T.O

.STE

EL6" CLEAN EXPOSED MASONRY

SURFACES (04901)

TAPERED INSULATION (07531)

ROOF PAVER (07531)


SYSTEM (07531)

1/2" DENS-DECK (07531)

TERMINATION BAR (07531)


AGGREGATE BALLAST (07531)

1' MIN BEYOND FACE OF WALKWAY2 1/

8"

CMU, 8X8X16 (04810)PILASTER RE: STRUC


(05500)

4' -

8"

PLATE STEEL (05500)

STEEL ANGLE (05500)

STEEL ANGLE (05500)

6"

REMOVE EXISTING TERRACOTTA BLOCK

AS NEED TO INSTALL CMU PILASTERS

ABOVE EXISTING CONCRETE COLUMNS

PRESERVE EXISTING REBAR

, RE: STRUC

8888


SURFACES (04901)



(05500)

PLATE STEEL (05500)

STEEL ANGLE (05500)

8"

REMOVE EXISTING TERRACOTTA BLOCK

AS NEED TO INSTALL CMU PILASTERS

ABOVE EXISTING CONCRETE COLUMNS

MITER AND RETURN BACK TO

FACE OF BRICK W/ CAP, ALLOW

FOR WEEPS

FACE OF BRICK, BELOW

2"

* SOUTH CONDITION SIM. OPP.

4' - 0" C

.L, TYP


(05500)

THRU WALL BOLT WITH GALV. PLATE

RE: STRUC


1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

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M

N


Date:

Proj. Architect:

Drawn By:

Project No.

Checked By:


13707 Wyandotte St.


tel 816.942.6355

CIVIL ENGINEER

Olsson Associates


Suite 200


tel 913.381.1170

fax 913.381.1174


Consultants, P.A.



tel. 785-842-6464

STRUCTURAL ENGINEER


4338 Belleview


tel 816.531.4144

fez 816.531.8572


10016 Darnell Rd.


tel 913.888.3991




tel 816.783.1500

fax 816.783.1501


1703 Wyandotte

Suite 400


tel 816.472.0900

16 17 18

16 17 18

P

Q

P

Q


3104 Haskell Ave #A

Lawrence, KS 66046

tel. 785.748.0777

2005. JULY.12

2120 WYANDOTTE


2/1/2007 10:02:11 PM

A105ROOF PLAN

FREIGHTHOUSE FLATS

04106

Designer

Author

CONSTRUCTION SET


5700 Golden Bear


RE: 1/8" = 1'-0" A200H8A1A1A1A1 ROOF PLANROOF PLANROOF PLANROOF PLAN



Sep 02, 2005

2 PR #3 Nov 04, 2005

RE: 1" = 1'-0" A104A1M15M15M15M15 PARAPET @ CMU PILASTERPARAPET @ CMU PILASTERPARAPET @ CMU PILASTERPARAPET @ CMU PILASTER

RE: 1" = 1'-0" A104A1H15H15H15H15 STEEL TUBE @ CMU PILASTERSTEEL TUBE @ CMU PILASTERSTEEL TUBE @ CMU PILASTERSTEEL TUBE @ CMU PILASTER

A201A1

A200

A200

A1

H1

1111 2222 3333

A7A302

4444 5555 6666 7777 8888 9999

BBBB

DDDD

EEEE

AAAA

A203

A201 H1

A1A403

A1A300

A1A302

A7A301

A1A301

A13A301

A200

H8

A1

D15A013

CCCC

OPEN TO

STRUCTURE ABOVE

OPEN TO

STRUCTURE ABOVE

OPEN TO

STRUCTURE ABOVE

OPEN TO

STRUCTURE ABOVE

OPEN TO

STRUCTURE ABOVE

OPEN TO

STRUCTURE ABOVE

J

1' - 6"

2' - 11 1/8"

5' - 8 1/8"

5' - 2 1/2"

1' - 3"

4' - 8 3/4"

3' - 3 5/8"

2' - 7"

2' - 7"

3' - 0 1/4"

2' - 5 3/4"

1' - 4 1/4"

3' - 0 3/8"

3' - 0 3/8"

1' - 7"

11 3/4"

1' - 8 3/8"11"

11 3/4"

4' - 5"4' - 2"

1' - 2" 2' - 4 5/8"

1' - 0 1/8"

4' - 0"3' - 3 3/4"

8 3/4"

4 3/4"

1' - 7"

10' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 3' - 2 1/4"

10' - 4 3/4"

10' - 7 1/4"

A.F.F.8' - 0"

A.F.F.8' - 0"A.F.F.8' - 0" A.F.F.8' - 0"

A.F.F.8' - 0"

A.F.F.8' - 0"

/L14 A150

/F14 A150

A.F.F.8' - 0"

1' - 2 1/4"

A102

K15

A104

E15

6' - 7 3/4"

8' - 5"

3' - 11"

3' - 11"

4' - 2"

A.F.F.8' - 0"

A.F.F.8' - 0"

A.F.F.8' - 0"

OPEN TO

STRUCTURE

ABOVE

3' - 10 5/8"

3' - 10"

3' - 7 1/2"

A102

G15

2' - 7"

A700 L1

E15A100.5


A104 N12

J16A302

A.F.F.8' - 0"

A.F.F.8' - 0"

A.F.F.8' - 0"

A.F.F.8' - 0"14' - 6"A103

N8

G.CG.CG.CG.C

N5A100

H10A102

A.F.F.7' - 4"

1SDA23

M15A153

A202

J9

SDA56 1

-

-

2SDA94

1SDA96

SDA101 1

----

1SDA102

-

J JUNCTION BOX

6" CAN LIGHT

6" PENDANT

LOW VOLTAGE TRACK LIGHTING

CORRIDOR PENDANT

EXTERIOR WALL MOUNTED SCONCE

6" UTILITY LIGHT

1. ALL EXPOSED CEILINGS TO BE CLEANED. SEAL & PAINT PER SPECIFICATIONS.

2. ALL GYPSUM BOARD CEILINGS PAINTED PER SPECIFICATIONS.

2' - 0 1/8"

6' - 0"

EQ EQ

7' - 6" 1' - 8"

EQ EQ

4' - 0"

A104 N12

2222

DDDD5/8"

EQ EQ EQ

11' - 3"

G.CG.CG.CG.C


1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

M

N


Date:

Proj. Architect:

Drawn By:

Project No.

Checked By:


13707 Wyandotte St.


tel 816.942.6355

CIVIL ENGINEER

Olsson Associates


Suite 200


tel 913.381.1170

fax 913.381.1174


Consultants, P.A.



tel. 785-842-6464

STRUCTURAL ENGINEER


4338 Belleview


tel 816.531.4144

fez 816.531.8572


10016 Darnell Rd.


tel 913.888.3991




tel 816.783.1500

fax 816.783.1501


1703 Wyandotte

Suite 400


tel 816.472.0900

16 17 18

16 17 18

P

Q

P

Q


3104 Haskell Ave #A

Lawrence, KS 66046

tel. 785.748.0777

2005. JULY.12

2120 WYANDOTTE


2/1/2007 10:02:31 PM

A150

REFLECTED CEILING

PLAN - FIRST FLOOR

FREIGHTHOUSE FLATS

04106

Designer

Author

CONSTRUCTION SET


5700 Golden Bear


RE: 1/8" = 1'-0" A012A10A1A1A1A1 REFLECTED CEILING PLAN - FIRST FLOORREFLECTED CEILING PLAN - FIRST FLOORREFLECTED CEILING PLAN - FIRST FLOORREFLECTED CEILING PLAN - FIRST FLOORRE: 1" = 1'-0"

LEGENDLEGENDLEGENDLEGEND

RE: 1" = 1'-0"

GENERAL NOTESGENERAL NOTESGENERAL NOTESGENERAL NOTES

RE: 3/8" = 1'-0" A150A1L14L14L14L14 ENLARGED KITCHEN CEILING PLAN - 'L-SHAPE'ENLARGED KITCHEN CEILING PLAN - 'L-SHAPE'ENLARGED KITCHEN CEILING PLAN - 'L-SHAPE'ENLARGED KITCHEN CEILING PLAN - 'L-SHAPE'

RE: 3/8" = 1'-0" A150A1F14F14F14F14 ENLARGED KITCHEN CEILING PLAN - 'LINEAR'ENLARGED KITCHEN CEILING PLAN - 'LINEAR'ENLARGED KITCHEN CEILING PLAN - 'LINEAR'ENLARGED KITCHEN CEILING PLAN - 'LINEAR'



Sep 02, 2005

A201A1

A200

A200

A1

H1

1111 2222 3333 4444 5555 6666 7777 8888 9999

BBBB

DDDD

EEEE

AAAA

A201 H1

A1A403

A9A403

FFFF

A1A300

A1A302

A7A301

A1A301

A13A301

A200

H8

CCCC

J

6' - 8 3/4"

10' - 2 3/4"

1' - 1 1/4"

5' - 8"

3' - 8"

J

J

7' - 7 1/8"

5' - 8 1/8"J

7' - 7 7/8"

2' - 11 1/4"

3' - 2 5/8"5' - 8"

3' - 4" 3' - 8"3' - 2 5/8"

J

5' - 7"

4' - 11"

1' - 6 1/4"5' - 0"3' - 8"

3' - 11 3/8"

1' - 6 1/2"

J

6' - 11"

6' - 0"

1' - 5 7/8"5' - 8"3' - 8"

3' - 1"

5' - 10 7/8"

J7' - 0 5/8"

6' - 10 3/4"

3' - 8" 5' - 6" 1' - 10 3/8"

2' - 8 3/4"

6' - 1 3/8"

J5' - 0 5/8"

6' - 11"

6' - 0"2' - 9"

3' - 8" 5' - 6" 1' - 8 7/8"

3' - 9"

3' - 9"

4' - 1"

3' - 7 1/4"

4' - 1 3/8"4' - 8"

J

9' - 2"

7' - 0"

J

6' - 5 1/4"

7' - 6"

3' - 3 1/4"

6' - 1"

3' - 5"

3' - 8"3' - 8 1/4"

4' - 1 1/8" 5' - 0"

OPEN TO

STRUCTURE

ABOVE

OPEN TO

STRUCTURE ABOVE

OPEN TO

STRUCTURE ABOVE

OPEN TO

STRUCTURE ABOVE

OPEN TO

STRUCTURE ABOVE

OPEN TO

STRUCTURE ABOVE

A103

G15

13' - 0 1/4"

A5A321

J16A302

A103

N8

A201 N15

G.CG.CG.CG.C

H10A102H10

SDA015

1SDA23

M15A153

A202

J9

1SDA52

SDA56 1

SDA57

1

1SDA60

-

-

1SDA96

SDA101 1

----



J JUNCTION BOX

6" CAN LIGHT

6" PENDANT


CORRIDOR PENDANT


6" UTILITY LIGHT

3333

4"

2 3/4"

2 7/8" 1' - 2"

2' - 0"

2 1/2"STAINLESS STEEL TRIM (08830)


ALL EDGES

6' - 0"

4 7/8"

2"1' - 2"

2' - 1 5/8"

1' - 8 1/8"

5"

4 1/8"

2' - 0 1/8"




ALL EDGES






ALL EDGES





(12356)


1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

M

N

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

M

N


Date:

Proj. Architect:

Drawn By:

Project No.

Checked By:


13707 Wyandotte St.


tel 816.942.6355

CIVIL ENGINEER

Olsson Associates


Suite 200


tel 913.381.1170

fax 913.381.1174


Consultants, P.A.



tel. 785-842-6464

STRUCTURAL ENGINEER


4338 Belleview


tel 816.531.4144

fez 816.531.8572


10016 Darnell Rd.


tel 913.888.3991




tel 816.783.1500

fax 816.783.1501


1703 Wyandotte

Suite 400


tel 816.472.0900

16 17 18

16 17 18

P

Q

P

Q


3104 Haskell Ave #A

Lawrence, KS 66046

tel. 785.748.0777

2005. JULY.12

2120 WYANDOTTE


2/1/2007 10:02:55 PM

A151

REFLECTED CEILING

PLAN - SECOND FLOOR

FREIGHTHOUSE FLATS

04106

Designer

Author

CONSTRUCTION SET


5700 Golden Bear


RE: 1/8" = 1'-0" A100N5A1A1A1A1 REFLECTED CEILING PLAN - SECOND FLOORREFLECTED CEILING PLAN - SECOND FLOORREFLECTED CEILING PLAN - SECOND FLOORREFLECTED CEILING PLAN - SECOND FLOOR

RE: 1" = 1'-0"


RE: 1" = 1'-0"


RE: 1 1/2" = 1'-0" A100A1E15E15E15E15 Typical Enlarged Plan at Single VanityTypical Enlarged Plan at Single VanityTypical Enlarged Plan at Single VanityTypical Enlarged Plan at Single Vanity

RE: 1 1/2" = 1'-0" A103A1J15J15J15J15 Typical Enlarged Plan at Double VanityTypical Enlarged Plan at Double VanityTypical Enlarged Plan at Double VanityTypical Enlarged Plan at Double Vanity


A201A1

A200

H1

1111 2222 3333

A7A302

4444 5555 6666 7777 8888 9999

BBBB

DDDD

EEEE

AAAA

A1A403

A1A300

A1A302

A7A301

A1A301

A13A301

CCCC

J

J

OPEN TO

STRUCTURE ABOVE

2' - 8"

3' - 4 1/4"

4' - 5"

1' - 2 3/8"

2' - 10"

1' - 2 3/8"

3' - 2"

8 3/8"

J

4' - 2"

2' - 10"

3' - 8"

4' - 6 3/4"

1' - 0 1/8"

4' - 6 1/4"2' - 2 1/4"

2' - 8 3/8"

2' - 7 1/8"

2' - 2 5/8"

2' - 2 5/8"

2' - 9 1/4"

2' - 7 1/4"

2' - 2 5/8"

3' - 5 1/4"

1' - 4 3/4"5' - 7"3' - 8"

4' - 0 1/4"

3' - 9 3/4"

4' - 2 1/4"

2' - 8 1/8" 1' - 6 1/4"

2' - 7"

3' - 2"

3' - 3 1/2"

3' - 7 5/8" 4' - 2"

3' - 9 1/8"

2' - 7 3/4"

3' - 8"

3' - 8"

3' - 9 1/8"3' - 5 3/4"

1' - 2 7/8"3' - 4 1/8"

4' - 10" 3' - 8" 1' - 7 3/4"3' - 5 3/8"

2' - 11 3/8"

2' - 11 3/8"

1' - 8"3' - 1 1/8"

8 3/8"

2' - 3 3/4"

4' - 3 5/8"

3' - 11 1/4"

3' - 0 5/8"

3' - 11 1/4"

4' - 0 1/4"

3' - 8" 5' - 2"

2' - 3 5/8"

2' - 8"

2' - 8"

3' - 0 1/8"10' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6"

10' - 6 1/4"

10' - 6"

10' - 6"J

J

8' - 6"

5' - 9 3/4"J

5' - 10"8' - 6"

6' - 8 5/8"

9' - 4"

5' - 11 3/4"

5' - 5"

7' - 10 1/4"

6' - 5 1/4"

J

8' - 6"

7' - 0 1/4"

3' - 11"

8' - 4"

8' - 4"

8' - 4"

OPEN TO

STRUCTURE ABOVE

OPEN TO

STRUCTURE ABOVE

OPEN TO

STRUCTURE ABOVE

OPEN TO

STRUCTURE ABOVE

A103

G15

4' - 1 7/8"

A201 N15

G.CG.CG.CG.C

A.F.F.8' - 0"

A.F.F.8' - 0"

A.F.F.

8' - 0"

A.F.F.

8' - 0"

A.F.F.8' - 0"A.F.F.8' - 0"

7"

EQEQ

1' - 5"

7"

EQ EQ3' - 0"

EQEQ

1' - 5"

7 1/4"

4' - 3 7/8"

4' - 3 7/8"

4' - 3 7/8"

7' - 4 1/8"

7"

2' - 8 3/4"

2' - 8 3/4"

3' - 0"

3' - 0"

3' - 3 3/4"

3' - 3 3/4"

EQEQ3' - 0 1/4"

3' - 0 1/4"

2' - 8 1/4"

1' - 9 3/4"7"

1SDA52

SDA57

1

1SDA60

-

-

SDA101 1

BBBB


(09250)

STEEL STUD (05400)

STEEL STUD (05400)

STEEL STUD (05400)

EXISTING CONCRETE STRUCTURE

8' - 0"

A.F.F

HANGER (09111)



J JUNCTION BOX

6" CAN LIGHT

6" PENDANT


CORRIDOR PENDANT


6" UTILITY LIGHT


1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

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M

N

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

M

N


Date:

Proj. Architect:

Drawn By:

Project No.

Checked By:


13707 Wyandotte St.


tel 816.942.6355

CIVIL ENGINEER

Olsson Associates


Suite 200


tel 913.381.1170

fax 913.381.1174


Consultants, P.A.



tel. 785-842-6464

STRUCTURAL ENGINEER


4338 Belleview


tel 816.531.4144

fez 816.531.8572


10016 Darnell Rd.


tel 913.888.3991




tel 816.783.1500

fax 816.783.1501


1703 Wyandotte

Suite 400


tel 816.472.0900

16 17 18

16 17 18

P

Q

P

Q


3104 Haskell Ave #A

Lawrence, KS 66046

tel. 785.748.0777

2005. JULY.12

2120 WYANDOTTE


2/1/2007 10:03:15 PM

A152

REFLECTED CEILING

PLAN - THIRD FLOOR

FREIGHTHOUSE FLATS

04106

Designer

Author

CONSTRUCTION SET


5700 Golden Bear


RE: 1/8" = 1'-0" A012F10A1A1A1A1 REFLECTED CEILING PLAN-THIRD FLOORREFLECTED CEILING PLAN-THIRD FLOORREFLECTED CEILING PLAN-THIRD FLOORREFLECTED CEILING PLAN-THIRD FLOOR

RE: 1" = 1'-0"L14L14L14L14 SOFFIT DETAIL, TYP.SOFFIT DETAIL, TYP.SOFFIT DETAIL, TYP.SOFFIT DETAIL, TYP.

RE: 1" = 1'-0"


RE: 1" = 1'-0"




Sep 02, 2005

2 PR #6 12/09/05

A201A1

A200

A200

A1

H1

1111 2222 3333

A7A302

4444 5555 6666 7777 8888 9999

BBBB

DDDD

EEEE

AAAA

A201 H1

A1A403

A1A300

A1A302

A7A301

A1A301

A13A301

A200

H8

CCCC

4' - 5"3' - 4 1/4"

3' - 10 3/8"

3' - 8" 5' - 2" 2' - 3"

1' - 9"

2' - 1 3/4"

4' - 5 3/8"2' - 10 1/2"

2' - 11 3/8"

3' - 3 1/2"

3' - 10 3/8"3' - 2 5/8"

4' - 2 1/4"

3' - 3 1/8"

5' - 6" 3' - 8" 1' - 8"

3' - 0"

3' - 1 5/8"

3' - 3"

3' - 1 1/2"

3' - 3 1/8"

3' - 6" 2' - 8" 1' - 0"

3' - 5 1/8"

1' - 0 5/8"

3' - 0 1/4"

1' - 5 5/8"

4' - 2 3/4"5' - 7"

2' - 9 3/8"

3' - 10 5/8"3' - 3 3/4"

3' - 10 5/8"

3' - 8"5' - 2"1' - 10 1/4"

1' - 4 1/2"3' - 5 1/4"

3' - 0"2' - 11 1/8"2' - 11 1/4"

2' - 11 1/8"

2' - 6 1/2"

3' - 3 3/8"

4' - 2"

1' - 5 1/4"

2' - 11 3/8"

1' - 10"

5' - 6"

3' - 8"

3' - 5 3/4"

4' - 10 1/4"

5' - 7 1/4"

2' - 9 3/8"

1' - 5 1/4"

1' - 1 1/2"

2' - 7 3/4"

10' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 3' - 0 5/8"

2' - 7 3/4" 10' - 6"

10' - 6"

10' - 6"

J

6' - 3"

9' - 4"

J

6' - 5 3/8"

7' - 1"

J

6' - 5"

8' - 6"

J

8' - 3"

6' - 0"

J

6' - 10 1/4"

6' - 1"

J

7' - 6"

5' - 9 1/4"

J

7' - 5 1/4"

J

6' - 4"

6' - 0"

J4' - 10 1/4"

6' - 2 1/4"

8' - 4"

8' - 4"

7' - 0 1/4"

10' - 0"

3' - 11 5/8"

A.F.F.

8' - 0"

A.F.F.

8' - 0"

A.F.F.8' - 0"

7' - 3 5/8"

2' - 5 1/4"

G.CG.CG.CG.C

A13SDA004

A.F.F.8' - 0"

3' - 0"

3' - 3 3/4"

3' - 3 3/4"

1' - 5"7"

EQ EQ 2' - 0"

3' - 7 7/8"

3' - 7 7/8"

3' - 7 7/8"

SDA58

1

-

-



J JUNCTION BOX

6" CAN LIGHT

6" PENDANT


CORRIDOR PENDANT


6" UTILITY LIGHT

THIRD FLOOR

16' - 5 1/2"

SECOND FLOOR

8' - 5"

First Floor

-8"


(09250)

U415 (2HR) CEILING ASSEMBLY

W/ "J" CEILING RUNNERS AND

"C-H" STUDS

U415 (2HR) CEILING

ASSEMBLY W/ "J" CEILING

RUNNERS AND "C-H" STUDS

EXISTING CONCRETE

STRUCTURE

FLOOR JOIST (06100)

DOWN LIGHT, RE: ELEC

STEEL STUD (05400)

8-1

8e


PENDENT FIXTURE, RE: ELEC


1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

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M

N

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

M

N


Date:

Proj. Architect:

Drawn By:

Project No.

Checked By:


13707 Wyandotte St.


tel 816.942.6355

CIVIL ENGINEER

Olsson Associates


Suite 200


tel 913.381.1170

fax 913.381.1174


Consultants, P.A.



tel. 785-842-6464

STRUCTURAL ENGINEER


4338 Belleview


tel 816.531.4144

fez 816.531.8572


10016 Darnell Rd.


tel 913.888.3991




tel 816.783.1500

fax 816.783.1501


1703 Wyandotte

Suite 400


tel 816.472.0900

16 17 18

16 17 18

P

Q

P

Q


3104 Haskell Ave #A

Lawrence, KS 66046

tel. 785.748.0777

2005. JULY.12

2120 WYANDOTTE


2/1/2007 10:03:36 PM

A153

REFLECTED CEILING

PLAN - FOURTH FLOOR

FREIGHTHOUSE FLATS

04106

Designer

Author

CONSTRUCTION SET


5700 Golden Bear


RE: 1/8" = 1'-0" A013H5A1A1A1A1 REFLECTED CEILING PLAN - FOURTH FLOORREFLECTED CEILING PLAN - FOURTH FLOORREFLECTED CEILING PLAN - FOURTH FLOORREFLECTED CEILING PLAN - FOURTH FLOOR

RE: 1" = 1'-0"


RE: 1" = 1'-0"



1 ASI #2 Nov 04, 2005

2 PR #6 12/09/05

RE: 3/8" = 1'-0" A101A1M15M15M15M15 LEVEL 1 CORR. SOFFITLEVEL 1 CORR. SOFFITLEVEL 1 CORR. SOFFITLEVEL 1 CORR. SOFFIT

A201A1

1111 2222 3333

A7A302

A7A302

4444 5555 6666 7777 8888 9999

BBBB

DDDD

EEEE

AAAA

A1A403

A1A300

A1A302

A7A301

A1A301

A13A301

A200

H8

A202

A1

A202

A202

A202

A202

J13

E13

E1

A13

CCCC

1' - 11"

3' - 0 3/4"

1' -

1 1

/4"

3' - 1 1/2"2' - 0 1/4"

1' -

1 1

/4"

1' -

1 1

/4"

2' -

8 3

/4"

2' - 3"

5' - 7 3/8"

5' -

9"

1' - 9 3/4"J

J

J

J

J

J

9' - 0"

9' - 0 1/8" 8' - 5"

A202 N16

A202 N12

M1A321

M6A400

G.CG.CG.CG.C A13SDA004

1SDA77

-

-



J JUNCTION BOX

6" CAN LIGHT

6" PENDANT


CORRIDOR PENDANT


6" UTILITY LIGHT


1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

M

N

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

M

N


Date:

Proj. Architect:

Drawn By:

Project No.

Checked By:


13707 Wyandotte St.


tel 816.942.6355

CIVIL ENGINEER

Olsson Associates


Suite 200


tel 913.381.1170

fax 913.381.1174


Consultants, P.A.



tel. 785-842-6464

STRUCTURAL ENGINEER


4338 Belleview


tel 816.531.4144

fez 816.531.8572


10016 Darnell Rd.


tel 913.888.3991




tel 816.783.1500

fax 816.783.1501


1703 Wyandotte

Suite 400


tel 816.472.0900

16 17 18

16 17 18

P

Q

P

Q


3104 Haskell Ave #A

Lawrence, KS 66046

tel. 785.748.0777

2005. JULY.12

2120 WYANDOTTE


2/1/2007 10:03:48 PM

A154

REFLECTED CEILING

PLAN - FIFTH FLOOR

PENTHOUSE

FREIGHTHOUSE FLATS

04106

Designer

Author

CONSTRUCTION SET


5700 Golden Bear


RE: 1/8" = 1'-0" A105M15A1A1A1A1 REFLECTED CEILING PLAN - FIFTH FLOOR PENTHOUSEREFLECTED CEILING PLAN - FIFTH FLOOR PENTHOUSEREFLECTED CEILING PLAN - FIFTH FLOOR PENTHOUSEREFLECTED CEILING PLAN - FIFTH FLOOR PENTHOUSE

RE: 1" = 1'-0"


RE: 1" = 1'-0"



THIRD FLOOR

16' - 5 1/2"

FOURTH FLOOR

28' - 1 1/2"

FIFTH FLOOR

41' - 2"

11112222

3333

A7A302

4444

55556666777788889999

T.O. EXST'G WALL

43' - 7 7/8"

SECOND FLOOR

8' - 5"

First Floor

-8"

A1A301

A13A301

Level Alley

7"

H14A100


STOREFRONT (08411)



SURFACES (04901)


STOREFRONT (08411)

CLEAN EXPOSED CONCRETE

SURFACES (04902)

DOWNSPOUT (07620)

SCUPPER (07620)


SURFACES (04901)


SYSTEM (07531)



SYSTEM (07531)



STOREFRONT (08411)

5' - 2 1/2" 2' - 9"

5' - 2 1/2" 2' - 9"

2' - 0"

5' - 1"

2' - 3 3/4"

2' - 0"5' - 1"

3' - 8 1/4"

EQEQEQ

EQEQEQ

EQ EQ

EQEQEQ

EQ EQ

EQ EQ

EQ EQ

M6A400

A5A321


GRND FACE (04810)

G.CG.CG.CG.C

3' - 3"4' - 3"3' - 3"

2' - 0"

7' - 1"

3' - 3" EQEQEQEQ

3' - 3"

D5A321

9' - 1"

2' - 10"6' - 3 1/2"2' - 4"

8' - 0 1/2"

11' - 8"

13' - 0 1/2"

2' - 5 7/8"

EQEQEQ EQ EQ EQ 3' - 0"3' - 3" 4' - 0" 4' - 0" 2' - 5 1/2"

6' - 10 3/4"

1' - 11"

1SDA52

1SDA60

1SDA77

2SDA94

1SDA96

----

THIRD FLOOR

16' - 5 1/2"

FOURTH FLOOR

28' - 1 1/2"

FIFTH FLOOR

41' - 2"

1111 2222

3333 4444

T.O. EXST'G WALL

43' - 7 7/8"

SECOND FLOOR

8' - 5"

First Floor

-8"

A13A301



SURFACES (04901)


STOREFRONT (08411)



SYSTEM (07531)



STOREFRONT (08411)



EXISTING DOCK CANOPY

TO REMAIN

/M15 A400

/F13 A404Sim

5' - 0"

2' - 0"

EQ EQ

M6A400

G.CG.CG.CG.C

1SDA77

Exst'g. Floor Level

0"

THIRD FLOOR

16' - 5 1/2"

FOURTH FLOOR

28' - 1 1/2"

FIFTH FLOOR

41' - 2"

T.O. ROOF

49' - 1 3/8"

SECOND FLOOR

8' - 5"

First Floor

-8"

A1A302

ALUM. MATTE FINISH LIGHT FIXTURES



STOREFRONT (08411)


(07412)


SURFACES (04902)


SURFACES (04901)


STOREFRONT (08411)


SYSTEM (07531)



METAL WALL PANEL,

PERFORATED (07412)



SYSTEM (07531)

/E8 A700Sim

/H15 A201

3' - 3 3/4"

M15A105M15

SDA031

NEW STONE TO MATCH

EXISTING

2"TO MATCH

EXISTING

1' - 4"

EXISTING STONE WORK ,

TO REMAIN


TO REMAIN


SURFACES (04901)

EXISTING TERRACOTTA BLOCK

FIELD VERIFY CONDITION


TO REMAIN


SURFACES (04901)

REMOVE AND REPLACE

WITH NEW STONEWORKTO

MATCH EXISTING


TO REMAIN

EXISTING WOOD WINDOW

TO BE REPLACED, TO

MATCHED EXISTING


1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

M

N


Date:

Proj. Architect:

Drawn By:

Project No.

Checked By:


13707 Wyandotte St.


tel 816.942.6355

CIVIL ENGINEER

Olsson Associates


Suite 200


tel 913.381.1170

fax 913.381.1174


Consultants, P.A.



tel. 785-842-6464

STRUCTURAL ENGINEER


4338 Belleview


tel 816.531.4144

fez 816.531.8572


10016 Darnell Rd.


tel 913.888.3991




tel 816.783.1500

fax 816.783.1501


1703 Wyandotte

Suite 400


tel 816.472.0900

16 17 18

16 17 18

P

Q

P

Q


3104 Haskell Ave #A

Lawrence, KS 66046

tel. 785.748.0777

2005. JULY.12

2120 WYANDOTTE


2/1/2007 10:04:35 PM

A200

EXTERIOR ELEVATIONS

NORTH & SOUTH

FREIGHTHOUSE FLATS

04106

Designer

Author

CONSTRUCTION SET


5700 Golden Bear


RE: 1/8" = 1'-0" A100A1A1A1A1A1 NORTH ELEVATIONNORTH ELEVATIONNORTH ELEVATIONNORTH ELEVATION

RE: 1/8" = 1'-0" A100A1H1H1H1H1 SOUTH ELEVATIONSOUTH ELEVATIONSOUTH ELEVATIONSOUTH ELEVATIONRE: 1/8" = 1'-0" 19A PLAN1H8H8H8H8 SOUTHEAST ELEVATIONSOUTHEAST ELEVATIONSOUTHEAST ELEVATIONSOUTHEAST ELEVATION

RE: 1 1/2" = 1'-0" A201A1C16C16C16C16 HISTORIC DOORHISTORIC DOORHISTORIC DOORHISTORIC DOOR



Sep 02, 2005

2 ASI #2 Nov 04, 2005

Exst'g. Floor Level

0"

THIRD FLOOR

16' - 5 1/2"

FOURTH FLOOR

28' - 1 1/2"

FIFTH FLOOR

41' - 2"

BBBBDDDDEEEE AAAA

SECOND FLOOR

8' - 5"

FFFF

A7A301

CCCC

G.BG.BG.BG.B



EXTERIOR ALUMINUM-FRAMEDSTOREFRONT (08411)


EPDM MEMBRANE ROOFINGSYSTEM (07531)


METAL WALL PANEL ASSEMBLY(07412)

OVERHEAD COILING GRILLE(08331)

/J13 A203

2 21 0

METAL WALL PANEL,PERFORATED (07412)

EXISTING DOCK CANOPY, TO REMAIN

ACCESS CONTROL

E15A100.5

CLEAN EXPOSED MASONRYSURFACES (04901)

M1A321

/C16 A200Sim

C16A200

Sim

1SDA102

THIRD FLOOR

16' - 5 1/2"

FOURTH FLOOR

28' - 1 1/2"

FIFTH FLOOR

41' - 2"

BBBBDDDD EEEE

T.O. EXST'G WALL

43' - 7 7/8"

AAAA

SECOND FLOOR

8' - 5"

First Floor

-8"

FFFF

A7A301

CCCCG.BG.BG.BG.B

METAL WALL PANEL ASSEMBLY(07412)


CLEAN EXPOSED CONCRETESURFACES (04902)

SCUPPER (07620)

DOWNSPOUT (07620)




CMU, 8X8X16 (04810)


EPDM MEMBRANE ROOFINGSYSTEM (07531)





OVERHEAD COILING GRILLE(08331)

G.AG.AG.AG.A

3' - 11 1/2"

3' - 0"

3' - 11 3/4"

OVERHEAD SECTIONAL DOOR(08361)

METAL WALL PANEL,PERFORATED (07412)

EXISTING DOCK CANOPY, TOREMAIN

DECORATIVE CMU, 8X8X16GRND FACE (04810)

STANDARD HOLLOW METALDOOR (08110)

E15A100.5

ACCESS CONTROL

/A15 A201

A1A411

Sim

SECTIONAL OVERHEAD DOOR,ALUM. (08361)

MULTIWALLED STRUCTUREDPOLYCARBONATE GLAZING SYSTEM.

SURFACE MOUNTED PENDENT RE: ELEC

K10A320

Sim

EQ EQ EQ3' - 3"3' - 2" EQ EQ EQ 2

M1A321

D1A321

M15A153M15

SDA028

1SDA102

SECOND FLOOR

8' - 5"

First Floor

-8"

EQ EQ EQ EQ EQ EQ

12' - 3" ,FIELD VERIFY

11' - 4" ,FIELD

VER

IFY



ALUM INSULATED PANEL(08411)


2' - 0"

2' - 0"

2' - 0"

2' - 0"

3' - 4"

ROUGH HEWN INFILLSTONE, TO MATCHEXISTING

SECOND FLOOR

8' - 5"

First Floor

-8"

4' - 0"

2' - 0"

2' - 0"

2' - 0"

2' - 0"

2' - 0"

14' - 0" ,FIELD

VER

IFY

EQ EQ EQ EQ EQ EQ

12' - 3" ,FIELD VERIFY

ALUM INSULATED PANEL(08411)




THIRD FLOOR

16' - 5 1/2"

DDDD

A7A301

TEMPERED

TEMPEREDTEMPERED



MULTIWALLED STRUCTUREDPOLYCARBONATE GLAZING SYSTEM.

3' - 0" 3' - 0" 3' - 0"3' - 3"

10' - 7 3/4"

1SDA23


1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

M

N

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

M

N


Date:

Proj. Architect:

Drawn By:

Project No.

Checked By:

PLUMBINGCentral Plumbing13707 Wyandotte St.Kansas City, MO 64145tel 816.942.6355

CIVIL ENGINEER

Olsson Associates7301 W. 133rd StreetSuite 200Overland Park, KS 64151tel 913.381.1170fax 913.381.1174

ELECTRICAL ENGINEERProfessional EngineeringConsultants, P.A.616 Vermont Street, Suite BLawrence, Kansas 66044tel. 785-842-6464

STRUCTURAL ENGINEER

BDC Structural Engineers4338 BelleviewKansas City, MO 64111tel 816.531.4144fez 816.531.8572

MECHANICAL ENGINEERMetro Air10016 Darnell Rd.Shawnee Mission KS 66215tel 913.888.3991

ARCHITECTBNIM Architects106 West 14th ste 200Kansas City MO 64105tel 816.783.1500fax 816.783.1501

CONTRACTORHarris Construction1703 WyandotteSuite 400Kansas City, MO 64111tel 816.472.0900

16 17 18

16 17 18

P

Q

P

Q

ELECTRICAL CONTRACTOROliver Electric3104 Haskell Ave #ALawrence, KS 66046tel. 785.748.0777

2005. JULY.12

2120 WYANDOTTE


2/1/2007 10:05:23 PM

A201

EXTERIOR ELEVATIONS

EAST & WEST

FREIGHTHOUSE FLATS

04106

Designer

Author

CONSTRUCTION SET


5700 Golden Bear


RE: 1/8" = 1'-0" A100A1A1A1A1A1 EAST ELEVATIONEAST ELEVATIONEAST ELEVATIONEAST ELEVATION

RE: 1/8" = 1'-0" A100A1H1H1H1H1 WEST ELEVATIONWEST ELEVATIONWEST ELEVATIONWEST ELEVATIONRE: 3/8" = 1'-0" A200H8H15H15H15H15 ENLARGED SOUTHEAST ELEV.- ALUM. STOREFRONTENLARGED SOUTHEAST ELEV.- ALUM. STOREFRONTENLARGED SOUTHEAST ELEV.- ALUM. STOREFRONTENLARGED SOUTHEAST ELEV.- ALUM. STOREFRONT

RE: 3/8" = 1'-0" A201H1A15A15A15A15 ENLARGED WEST ELEVATION - ALUM. STOREFRONTENLARGED WEST ELEVATION - ALUM. STOREFRONTENLARGED WEST ELEVATION - ALUM. STOREFRONTENLARGED WEST ELEVATION - ALUM. STOREFRONT

RE: 3/8" = 1'-0" 14A&15A PLAN1N15N15N15N15 WEST BALCONY STOREFRONTWEST BALCONY STOREFRONTWEST BALCONY STOREFRONTWEST BALCONY STOREFRONT



Sep 02, 2005

2 ASI #2 Nov 04, 2005


_______________________________________

FIFTH FLOOR

41' - 2"

22223333

A7A302

44445555666677778888A1A403

A1A301


STOREFRONT (08411)


SYSTEM (07531)


VISION LITE SYSTEM (08110)


2' - 0"5' - 1"

9' - 4"2' - 8"

24' - 10 3/4"21' - 4"

3' - 6 3/4"3' - 11 7/8"

NOTE:NOTE:NOTE:NOTE:

ALL GLAZING SIZES ARE 2'-8" UNLESS NOTED OTHERWISE

ALIGN MULLION W/ SLIDER

FACE ON INTERIOR

ALIGN MULLION W/ SLIDER

FACE ON INTERIOR

2' - 8"

TEMPERED GLASS TYP, LOWER PANELS AND

DOOR SUROUNDS

45 MIN. RATED GLASSG.CG.CG.CG.C


2' - 4 1/2"2' - 6"

2' - 8"

FIFTH FLOOR

41' - 2"

BBBBEPDM MEMBRANE ROOFING

SYSTEM (07531)


STOREFRONT (08411)

2' - 0"

5' - 3 1/2"

3' - 8" 3' - 8 5/8"



FIFTH FLOOR

41' - 2"

BBBB DDDD

T.O. EXST'G WALL

43' - 7 7/8"

A7A301

CCCC

A15A400


STOREFRONT (08411)



SYSTEM (07531)


STOREFRONT (08411)

2' - 6 1/8"

16' - 1 1/2"

2' - 0"5' - 1"



FIFTH FLOOR

41' - 2"

2222 3333 4444

A13A301


STOREFRONT (08411)


SYSTEM (07531)


5' - 1"

2' - 0"

2' - 8"2' - 7 5/8"

5' - 5 1/2" 5' - 5 7/8"



G.CG.CG.CG.C

FIFTH FLOOR

41' - 2"

T.O. ROOF

49' - 1 3/8"

A1A302



SYSTEM (07531)


STOREFRONT (08411)

2' - 0"

5' - 1"

8' - 7 3/4" 7' - 6 1/4"

30' - 2 3/4"5' - 5"

2' - 2 1/8"2' - 2 1/4"

2' - 8"



6' - 2"

2' - 8"2' - 9"

FIFTH FLOOR

41' - 2"

AAAA

ROOF PAVER (07531)



A15A013

Sim

A10A321

Sim

FIFTH FLOOR

41' - 2"

AAAA

ROOF PAVER (07531)


WELDED WIRE FABRIC (05511)3' - 8 3/4" EQ EQ

A15A013

Sim

A10A321

Sim

6"

STEEL ANGLE (05500)

SECOND FLOOR

8' - 5"

First Floor

-8"

T.O. Entry Floor

-3' - 4"

1' - 6" 3' - 2" 2' - 6 1/8"



STOREFRONT (08411)

EXISTING STONE WATER TABLE,

VERIFY


7' - 0"


1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

M

N

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

M

N


Date:

Proj. Architect:

Drawn By:

Project No.

Checked By:


13707 Wyandotte St.


tel 816.942.6355

CIVIL ENGINEER

Olsson Associates


Suite 200


tel 913.381.1170

fax 913.381.1174


Consultants, P.A.



tel. 785-842-6464

STRUCTURAL ENGINEER


4338 Belleview


tel 816.531.4144

fez 816.531.8572


10016 Darnell Rd.


tel 913.888.3991




tel 816.783.1500

fax 816.783.1501


1703 Wyandotte

Suite 400


tel 816.472.0900

16 17 18

16 17 18

P

Q

P

Q


3104 Haskell Ave #A

Lawrence, KS 66046

tel. 785.748.0777

2005. JULY.12

2120 WYANDOTTE


2/1/2007 10:05:47 PM

A202

5TH FLOOR -

PENTHOUSE

ELEVATIONS

FREIGHTHOUSE FLATS

04106

Designer

Author

CONSTRUCTION SET


5700 Golden Bear


RE: 1/8" = 1'-0" A104A1A1A1A1A1 5TH FLOOR NORTH ELEVATION5TH FLOOR NORTH ELEVATION5TH FLOOR NORTH ELEVATION5TH FLOOR NORTH ELEVATIONRE: 1/8" = 1'-0" A104A1A13A13A13A13 5TH FLOOR EAST ELEVATION5TH FLOOR EAST ELEVATION5TH FLOOR EAST ELEVATION5TH FLOOR EAST ELEVATION

RE: 1/8" = 1'-0" A104A1J13J13J13J13 5TH FLOOR WEST ELEVATION5TH FLOOR WEST ELEVATION5TH FLOOR WEST ELEVATION5TH FLOOR WEST ELEVATION

RE: 1/8" = 1'-0" A104A1E13E13E13E13 5TH FLOOR SOUTH ELEVATION5TH FLOOR SOUTH ELEVATION5TH FLOOR SOUTH ELEVATION5TH FLOOR SOUTH ELEVATIONRE: 1/8" = 1'-0" A104A1E1E1E1E1 5TH FLOOR SOUTHEAST ELEVATION5TH FLOOR SOUTHEAST ELEVATION5TH FLOOR SOUTHEAST ELEVATION5TH FLOOR SOUTHEAST ELEVATION

RE: 3/8" = 1'-0" A104A1N16N16N16N16 5TH FLOOR SINGLE MESH GATE5TH FLOOR SINGLE MESH GATE5TH FLOOR SINGLE MESH GATE5TH FLOOR SINGLE MESH GATERE: 3/8" = 1'-0" A104A1N12N12N12N12 5TH FLOOR MESH WALL W/ GATE5TH FLOOR MESH WALL W/ GATE5TH FLOOR MESH WALL W/ GATE5TH FLOOR MESH WALL W/ GATE



Sep 02, 2005

2 PR #U20 Date 26

3 PR #U22 Date 28

4 PR #5 NOV 21,2005

RE: 3/8" = 1'-0" A100A1J9J9J9J9 FRONT ELEVATIONFRONT ELEVATIONFRONT ELEVATIONFRONT ELEVATION

T.O. GARAGE

14' - 11"

T.O. GARAGE WALL

11' - 2 1/2"

Level Garage Floor

1' - 6 5/8"

STAR BUILDING

SYSTEMS

MANUFACTURED

BUILDINGG2G2G2G2G3G3G3G3G4G4G4G4G5G5G5G5G6G6G6G6 G1G1G1G1

DOWNSPOUT (07620)

GUTTER (07620)

M1A322

Sim,PLAIN RECTANGULAR 4" X 14"

CMU, 8X8X16 (04810)G.CG.CG.CG.C

DOWNSPOUT (07620),PLAIN RECTANGULAR 4" X 14"

12' -

1 7

/8"

T.O. GARAGE

14' - 11"

T.O. GARAGE WALL

11' - 2 1/2"

EXISTING GRADE

Level Alley

7"

Level Garage Floor

1' - 6 5/8"

/J11 A100.5



GRND FACE (04810)CONCRETE STAIRS (03300)

METAL WALL PANEL,

PERFORATED (07412)


DOOR (08110)

METAL WALL PANEL,

PERFORATED (07412)

9' -

0"

6"

/E15 A100.5J15

A100.5Sim

J11A322

Sim

M11A322

Sim6' - 0"

G.CG.CG.CG.C

T.O. GARAGE

14' - 11"

Level Alley

7"

Level Garage Floor

1' - 6 5/8"



G.BG.BG.BG.B G.AG.AG.AG.A


GRND FACE (04810)

METAL WALL PANEL,

PERFORATED (07412)


(08331)

DOWNSPOUT (07620)

GUTTER (07620)

N15A203

Sim

M11A322

Sim

J11A322

Sim

ACCESS CONTROL

T.O. GARAGE

14' - 11"

Level Alley

7"

Level Garage Floor

1' - 6 5/8"



G.BG.BG.BG.BG.AG.AG.AG.A


(07412)


(08331)


(08361)


GRND FACE (04810)


DOOR (08110)

GUTTER (07620)

M11A322

Sim

J11A322

Sim

ACCESS CONTROL

N15A203

Sim

111122223333444455556666777788889999

First Floor

-8"

Level Alley

7"

D15A013

4' - 8 1/2" 3' - 2"5' - 0" 3' - 2" 3' - 3 1/2" 3' - 4 1/8" 3' - 3 1/2"8" 6 5/8" 3' - 9"4' - 1" 6' - 9"3' - 0"7' - 6" 4' - 2"

A15A013




PAVER WALKWAY

G.CG.CG.CG.C

FFFF

T.O. GARAGE WALL

11' - 2 1/2"

5' - 2 1/4" 5' - 2 1/4" 5' - 2 1/4" 5' - 2 1/4"

A1A320

Sim

ACCESS CONTROL


METAL WALL PANEL,

PERFORATED (07412)

6' -

6"

2' -

0"

9' -

2"

INTERSTATE REGULAR-

CONDENSED


(05500)

CONTOUR EAVE TRIM,

TYP. (07412)

STAR BUILDING SYSTEMS, BY OTHERS

TRIM (07620)

FLASHING (07620)


(07412)

1"3"

3 3/4"




1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

M

N

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

M

N


Date:

Proj. Architect:

Drawn By:

Project No.

Checked By:


13707 Wyandotte St.


tel 816.942.6355

CIVIL ENGINEER

Olsson Associates


Suite 200


tel 913.381.1170

fax 913.381.1174


Consultants, P.A.



tel. 785-842-6464

STRUCTURAL ENGINEER


4338 Belleview


tel 816.531.4144

fez 816.531.8572


10016 Darnell Rd.


tel 913.888.3991




tel 816.783.1500

fax 816.783.1501


1703 Wyandotte

Suite 400


tel 816.472.0900

16 17 18

16 17 18

P

Q

P

Q


3104 Haskell Ave #A

Lawrence, KS 66046

tel. 785.748.0777

2005. JULY.12

2120 WYANDOTTE


2/1/2007 10:06:14 PM

A203

EXTERIOR ELEVATIONS

NORTH & SOUTH -

GARAGE

FREIGHTHOUSE FLATS

04106

Designer

Author

CONSTRUCTION SET


5700 Golden Bear


RE: 1/8" = 1'-0" A100.5A1G1G1G1G1 NORTH GARAGE ELEVATIONNORTH GARAGE ELEVATIONNORTH GARAGE ELEVATIONNORTH GARAGE ELEVATION

RE: 1/8" = 1'-0" A100A1A1A1A1A1 SOUTH GARAGE ELEVATIONSOUTH GARAGE ELEVATIONSOUTH GARAGE ELEVATIONSOUTH GARAGE ELEVATIONRE: 1/8" = 1'-0"A13A13A13A13 EAST GARAGE ELEVATIONEAST GARAGE ELEVATIONEAST GARAGE ELEVATIONEAST GARAGE ELEVATION

RE: 1/8" = 1'-0"E13E13E13E13 WEST GARAGE ELEVATIONWEST GARAGE ELEVATIONWEST GARAGE ELEVATIONWEST GARAGE ELEVATION

RE: 1/8" = 1'-0" A100A1J1J1J1J1 NORTH ALLEY ELEVATIONNORTH ALLEY ELEVATIONNORTH ALLEY ELEVATIONNORTH ALLEY ELEVATIONRE: 3/8" = 1'-0" A201A1J13J13J13J13 EAST ALLEY ELEVATIONEAST ALLEY ELEVATIONEAST ALLEY ELEVATIONEAST ALLEY ELEVATION

RE: 3" = 1'-0" A100.5J15N15N15N15N15 DETAIL @ GARAGE EAVE, TYP.DETAIL @ GARAGE EAVE, TYP.DETAIL @ GARAGE EAVE, TYP.DETAIL @ GARAGE EAVE, TYP.



Sep 02, 2005

2 ASI #1 Sep 23, 2005

THIRD FLOOR

16' - 5 1/2"

FOURTH FLOOR

28' - 1 1/2"

FIFTH FLOOR

41' - 2"

T.O. EXST'G WALL

43' - 7 7/8"

SECOND FLOOR

8' - 5"

First Floor

-8"

Level Garage Floor

1' - 6 5/8"

/K14 A320


SURFACES (04901)


STOREFRONT (08411)

FLOOR JOIST (06100)




SYSTEM (07531)


SOLID SAWN 5/4" IPE FLOOR

DECKING (06150)

ORIENTED-STRAND-BOARD

ROOF SHEATHING (06160)


/G14 A320Sim

/A10 A320Sim

ROOF INSULATION (07531)

/A14 A320Sim

T.O. Entry Floor

-3' - 4"

2' -

8"

W1W2

/P14 A320



STOREFRONT (08411)

EXISTING STONE WATER TABLE,

VERIFY


EXISTING CONC FLOOR


(05500)



14' -

5 3

/8"

U415 (2HR) CEILING

ASSEMBLY W/ "J"

CEILING RUNNERS AND

"C-H" STUDS


1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

M

N

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

M

N


Date:

Proj. Architect:

Drawn By:

Project No.

Checked By:


13707 Wyandotte St.


tel 816.942.6355

CIVIL ENGINEER

Olsson Associates


Suite 200


tel 913.381.1170

fax 913.381.1174


Consultants, P.A.



tel. 785-842-6464

STRUCTURAL ENGINEER


4338 Belleview


tel 816.531.4144

fez 816.531.8572


10016 Darnell Rd.


tel 913.888.3991




tel 816.783.1500

fax 816.783.1501


1703 Wyandotte

Suite 400


tel 816.472.0900

16 17 18

16 17 18

P

Q

P

Q


3104 Haskell Ave #A

Lawrence, KS 66046

tel. 785.748.0777

2005. JULY.12

2120 WYANDOTTE


2/1/2007 10:06:27 PM

A300WALL SECTIONS

FREIGHTHOUSE FLATS

04106

Designer

Author

CONSTRUCTION SET


5700 Golden Bear


RE: 3/8" = 1'-0" A100A1A1A1A1A1 SECTION @ 22ND ST. ENTRYSECTION @ 22ND ST. ENTRYSECTION @ 22ND ST. ENTRYSECTION @ 22ND ST. ENTRY



Sep 02, 2005

2 PR #3 Nov 04, 2005

THIRD FLOOR

16' - 5 1/2"

FOURTH FLOOR

28' - 1 1/2"

FIFTH FLOOR

41' - 2"

1111

T.O. EXST'G WALL

43' - 7 7/8"

First Floor

-8"

T.O. EXST'G SLAB

38' - 4 9/16"

/A14 A320


SYSTEM (07531)



PREFABRICATED WOOD I-JOISTS

(06100)



KRAFT PAPER FACED

GLASS-FIBER BLANKET

INSULATION (07210)


(09250)


3' - 7 3/4"



ROOF PAVER (07531)

STAIR SUPPLIED BY CONTRACTOR ALUMINUM WINDOW (08520)


SURFACES (04901)


STOREFRONT (08411)


(08361)


TO BE SUPPLIED BY CONTRACTOR

/G15 A011Sim

/N15 A011Sim

/A1 A411Sim

/G10 A320Sim

/A10 A320Sim

MULTIWALLED STRUCTURED

POLYCARBONATE GLAZING SYSTEM.

/H5 A013

/D5 A013

/K10 A012Sim

/N10 A012Sim


T.O. Entry Floor

-3' - 4"


1/2" EXSPANSION JOINT

14' - 8"

10' - 0"

/Q10 A301Sim

4' - 0"


STOREFRONT (08411)

THIRD FLOOR

16' - 5 1/2"

FOURTH FLOOR

28' - 1 1/2"

FIFTH FLOOR

41' - 2"

T.O. EXST'G WALL

43' - 7 7/8"

AAAA

SECOND FLOOR

8' - 5"

First Floor

-8"

FFFF

T.O. GARAGE WALL

11' - 2 1/2"

Level Alley

7"

/A10 A012

/F10 A012

/G14 A320


SYSTEM (07531)




(06100)




STOREFRONT (08411)


ROOF PAVER (07531)


SURFACES (04901)


DOWNSPOUT (07620)


STOREFRONT (08411)


STOREFRONT (08411)


STOREFRONT (08411)

PLYWOOD SUBFLOORING

(06100)

FLOOR JOIST (06100)

STAIR SUPPLIED BY CONTRACTOR

SLAB ON GRADE

/A14 A320Sim

/A10 A320Sim




2' - 3 1/4"

2' - 11 7/8"


17' - 1 1/2"

11' - 8"

13' - 0 1/2"

/1 SDA92

THIRD FLOOR

16' - 5 1/2"

FOURTH FLOOR

28' - 1 1/2"

FIFTH FLOOR

41' - 2"

EEEE

T.O. EXST'G WALL

43' - 7 7/8"

SECOND FLOOR

8' - 5"

First Floor

-8"

A6A320







SURFACES (04901)


(03300)

EXTERIOR WOOD SCREEN

(06150)

/A14 A320Sim

/K1 A401Sim


(09250)


PLYWOOD SUBFLOORING

(06100)

FLOOR JOIST (06100)



/K10 A012Sim

/N10 A012Sim

T.O. Entry Floor

-3' - 4"

7' - 4" ABOVE DEC

K

9' - 7 3/8" ABOVE EX

ISTING SLA

B


13' - 0 1/2"

11' - 8"

17' - 1 1/2"


SURFACES (04901)


ALUM. (08361)

DOOR HEAD

10' - 8" A.F.F.


STOREFRONT (08411)ALIGN

RUBBER WEATHER-STOP GASKET


1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

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N


Date:

Proj. Architect:

Drawn By:

Project No.

Checked By:


13707 Wyandotte St.


tel 816.942.6355

CIVIL ENGINEER

Olsson Associates


Suite 200


tel 913.381.1170

fax 913.381.1174


Consultants, P.A.



tel. 785-842-6464

STRUCTURAL ENGINEER


4338 Belleview


tel 816.531.4144

fez 816.531.8572


10016 Darnell Rd.


tel 913.888.3991




tel 816.783.1500

fax 816.783.1501


1703 Wyandotte

Suite 400


tel 816.472.0900

16 17 18

16 17 18

P

Q

P

Q


3104 Haskell Ave #A

Lawrence, KS 66046

tel. 785.748.0777

2005. JULY.12

2120 WYANDOTTE


2/1/2007 10:06:49 PM

A301WALL SECTIONS

FREIGHTHOUSE FLATS

04106

Designer

Author

CONSTRUCTION SET


5700 Golden Bear


RE: 3/8" = 1'-0" A100A1A7A7A7A7 WALL SECTIONWALL SECTIONWALL SECTIONWALL SECTIONRE: 3/8" = 1'-0" A100A1A1A1A1A1 SECTION @ STOREFRONTSECTION @ STOREFRONTSECTION @ STOREFRONTSECTION @ STOREFRONT

RE: 3/8" = 1'-0" A100A1A13A13A13A13 SECTION @ EXISTING WALLSECTION @ EXISTING WALLSECTION @ EXISTING WALLSECTION @ EXISTING WALL


1 ASI #1 Sep 23, 2005

2 ASI #2 Nov 04, 2005

RE: 1 1/2" = 1'-0" A301A7Q10Q10Q10Q10 SEC. DOOR @ STOREFRONT HEADSEC. DOOR @ STOREFRONT HEADSEC. DOOR @ STOREFRONT HEADSEC. DOOR @ STOREFRONT HEAD

THIRD FLOOR

16' - 5 1/2"

FOURTH FLOOR

28' - 1 1/2"

FIFTH FLOOR

41' - 2"

BBBB

AAAA

SECOND FLOOR

8' - 5"

First Floor

-8"

FFFF

A7A301

T.O. GARAGE

14' - 11"

Level Alley

7"

CCCC

A15A400

G.BG.BG.BG.B

CMU, 8X8X16 (04810)

7' - 0"

3' - 0 5/8"

LOFT STAIRS, N.I.C.


(05500)


STEEL PIPE RAILING,

GALVANIZED (05511)


(05500)


STEEL PIPE RAILING,

GALVANIZED (05511)



SURFACES (04901)


ROOF PAVER (07531)


SYSTEM (07531)

PLYWOOD SUBFLOORING

(06100)

FLOOR JOIST (06100)

DOWNSPOUT (07620)


STOREFRONT (08411)







SYSTEM (07531)

WOOD BASE (06402)

WOOD BASE (06402)

3' - 6 3/4" 3' - 0" 3' - 11 1/2"

8' - 0"



E15A100.5

C14A101

GENCROACHMENT G

/A14 A320Sim



(09250)

/G10 A320

/A10 A320

/A10 A012Sim

/F10 A012Sim

15' - 11 1/4" 3' - 11 3/4"



T.O. Entry Floor

-3' - 4"

M1A321

N6A104

RIM JOIST (06100)


1SDA23

M15A153M15

SDA028

N1A400

THIRD FLOOR

16' - 5 1/2"

FOURTH FLOOR

28' - 1 1/2"

FIFTH FLOOR

41' - 2"

T.O. EXST'G WALL

43' - 7 7/8"

SECOND FLOOR

8' - 5"

First Floor

-8"

/A14 A320Sim

/K10 A012Sim

/N10 A012Sim

LOFT STAIRS N.I.C


STOREFRONT (08411)




SURFACES (04901)



ROOF PAVER (07531)


STOREFRONT (08411)




SYSTEM (07531)




(06100)

PLYWOOD SUBFLOORING

(06100)

FLOOR JOIST (06100)


SYSTEM (07531)

/G14 A320Sim

/A10 A320Sim


/H10 A013Sim

/D10 A013Sim

STEEL FRAMING (09111)THIRD FLOOR

16' - 5 1/2"

SECOND FLOOR

8' - 5"

First Floor

-8"

CCCC


(09250)


U415 (2HR) CEILING

ASSEMBLY W/ "J"

CEILING RUNNERS AND

"C-H" STUDS


1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

M

N


Date:

Proj. Architect:

Drawn By:

Project No.

Checked By:


13707 Wyandotte St.


tel 816.942.6355

CIVIL ENGINEER

Olsson Associates


Suite 200


tel 913.381.1170

fax 913.381.1174


Consultants, P.A.



tel. 785-842-6464

STRUCTURAL ENGINEER


4338 Belleview


tel 816.531.4144

fez 816.531.8572


10016 Darnell Rd.


tel 913.888.3991




tel 816.783.1500

fax 816.783.1501


1703 Wyandotte

Suite 400


tel 816.472.0900

16 17 18

16 17 18

P

Q

P

Q


3104 Haskell Ave #A

Lawrence, KS 66046

tel. 785.748.0777

2005. JULY.12

2120 WYANDOTTE


2/1/2007 10:07:24 PM

A302WALL SECTIONS

FREIGHTHOUSE FLATS

04106

Designer

Author

CONSTRUCTION SET


5700 Golden Bear


RE: 3/8" = 1'-0" A100A1A7A7A7A7 SECTION @ ALLEY, LOOKING WESTSECTION @ ALLEY, LOOKING WESTSECTION @ ALLEY, LOOKING WESTSECTION @ ALLEY, LOOKING WESTRE: 3/8" = 1'-0" A100A1A1A1A1A1 SECTION @ GLAZING, TYP.SECTION @ GLAZING, TYP.SECTION @ GLAZING, TYP.SECTION @ GLAZING, TYP.

RE: 3/8" = 1'-0" A100A1J16J16J16J16 FIRST FLOOR CORRIDORFIRST FLOOR CORRIDORFIRST FLOOR CORRIDORFIRST FLOOR CORRIDOR



Sep 02, 2005

T.O. EXST'G SLAB

38' - 4 9/16"


(06150)




9' - 7 3/8" ABOVE EXISTING SLA

B

7' - 4" ABOVE DEC

K

1SDA77

RIM JOIST (06100)



VENT


SHIM (06100)


STOREFRONT (08411)



SYSTEM (07531)

DRIP EDGE (07620)


(05500)




WITH STANDARD HEAD

COMPENSATING RECEPTOR

1111

T.O. EXST'G WALL

43' - 7 7/8"


ROOF PAVER (07531)


SYSTEM (07531)

1/2" DENS-DECK (07531)


1' - 6"

1' - 5"

2" VARIES

2' - 11 5/8"

3' - 6"


AGGREGATE BALLAST (07531)1' MIN BEYOND FACE OF

PAVER SYSTEM

GROUT (05521)


GRND FACE (04810)


GRND FACE (04810)

FACE TO BE GROUND, TYP.


CONTROL JOINTS

PAVER WALKWAY


GROUT (05521)


GRND FACE (04810)



GRND FACE (04810)

,SOLID CAP BLOCK


GRND FACE (04810)

CONCRETE FILL (03300)

PER

FORATED M

TL. P

ANEL

WALL PANEL, R

E: AJ13A

203

WELDED

WIRE

FABRIC




(05521)

METAL WALL PANEL,

PERFORATED (07412)

2" TYP

.

, GALVANIZED


(05500)

4' - 8"

6' - 9"

2' - 5"


(05500)

EXTERIORPATIO

STEEL ANGLE (05500)

STEEL ANGLE (05500)


(05500)

FLASHING (07620)

CAVITY DRAINAGE MATERIAL

MAINTAIN WEEPS AND DRIP EDGE

GROUT (05521)


GRND FACE (04810)



GRND FACE (04810)

,SOLID CAP BLOCK




(05521)

2" TYP

.


(05500)

1' - 11 1/8"2' - 0",TYP.



RIM JOIST (06100)



(09250)



SYSTEM (07531)

DRIP EDGE (07620)





5"

FLOOR JOIST (06100)

KRAFT PAPER FACED

GLASS-FIBER BLANKET

INSULATION (07210)


ROOF PAVER (07531)

PLYWOOD SUBFLOORING

(06100)


SYSTEM (07531)

1/2" DENS-DECK (07531)


FLASHING (07620)



GROUT (05521)



SURFACES (04901)



STEEL STUD (05400)

F

1

HAT CHANNEL (09111)

BITUMINOUS WATER PROOFING

1' - 5"

1' - 7"


GRND FACE (04810)

TRIM (07412)

FLASHING (07620)


(06100)



STRUCTURAL STEEL TUBE, SHOP

PRIMED AND PAINTED (05500)

1/4" x 4" x 4" BENT PLATE, SHOP


WELDED WIRE FABRIC (05511)3' - 0"

EDGE OF EXISTING PORCHSLAB

EEEE

STRUCTURAL STEEL TUBE, SHOP


1/4" x 6" x 6" BENT PLATE, SHOP



SECOND FLOOR

8' - 5"


(05521)

2"

STEEL GUSSET PLATE,

GALVANIZED (05500)

ALUM. MATTE FINISH

LIGHT FIXTURES

1/2" STEEL ROD, GALVANIZED

(05511)

1" x 1/2" STEEL BAR STOCK,

GALVANIZED (05500)

2' - 0"1/2" STEEL PLATE GUSSET

(05511)


/P14 A320Sim

FLASHING (07620)

SS CARRIAGE BOLTS WITH SS

WASHERS COUNTER SUNK,

ROUTED EXPANSION JOINT


(06150)

PLATE STEEL (05500)

STEEL TUBE (05500)

SS WASHER SPACERS



SYSTEM (07531)

1/2" DENS-DECK (07531)



STRUCTURAL STEEL STUD

(05500)


EXISTING, CLEAN EXPOSED

MASONRY SURFACES (04901)

STEEL ANGLE (08361)



STOREFRONT (08411)

SHIM (06100)


TRIM (07412)

FLASHING (07620)


STOREFRONT (08411)


SHIM (06100)


EACH SIDE

KRAFT PAPER FACED

GLASS-FIBER BLANKET

INSULATION (07210)

FLASHING (07620)




(09250)


TRIM (07412)EACH SIDE

NOTE:

WALL ASSEMBLY,

U404 CONFIG. A

FRTD, PLYWOOD WALL

SHEATHING (06100)


1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

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L

M

N


Date:

Proj. Architect:

Drawn By:

Project No.

Checked By:


13707 Wyandotte St.


tel 816.942.6355

CIVIL ENGINEER

Olsson Associates


Suite 200


tel 913.381.1170

fax 913.381.1174


Consultants, P.A.



tel. 785-842-6464

STRUCTURAL ENGINEER


4338 Belleview


tel 816.531.4144

fez 816.531.8572


10016 Darnell Rd.


tel 913.888.3991




tel 816.783.1500

fax 816.783.1501


1703 Wyandotte

Suite 400


tel 816.472.0900

16 17 18

16 17 18

P

Q

P

Q


3104 Haskell Ave #A

Lawrence, KS 66046

tel. 785.748.0777

2005. JULY.12

2120 WYANDOTTE


2/1/2007 10:07:58 PM

A320EXTERIOR DETAILS

FREIGHTHOUSE FLATS

04106

Designer

Author

CONSTRUCTION SET


5700 Golden Bear


RE: 1/2" = 1'-0" A301A13A6A6A6A6 SECTION @ PENTHOUSE PARTITIONSECTION @ PENTHOUSE PARTITIONSECTION @ PENTHOUSE PARTITIONSECTION @ PENTHOUSE PARTITION

RE: 1 1/2" = 1'-0" A300A1G14G14G14G14 ROOF OVERHANG, TYP.ROOF OVERHANG, TYP.ROOF OVERHANG, TYP.ROOF OVERHANG, TYP.

RE: 1" = 1'-0" A300A1A14A14A14A14 PARAPET DETAIL @ ROOF, TYP.PARAPET DETAIL @ ROOF, TYP.PARAPET DETAIL @ ROOF, TYP.PARAPET DETAIL @ ROOF, TYP.

RE: 1 1/2" = 1'-0"K6K6K6K6 CMU PATIO WALLCMU PATIO WALLCMU PATIO WALLCMU PATIO WALL

RE: 1 1/2" = 1'-0" A403A9P6P6P6P6 CMU PATIO WALL - CAPCMU PATIO WALL - CAPCMU PATIO WALL - CAPCMU PATIO WALL - CAP

RE: 3/4" = 1'-0" A203J13A1A1A1A1 WALL SECTION @ ALLEY WALLWALL SECTION @ ALLEY WALLWALL SECTION @ ALLEY WALLWALL SECTION @ ALLEY WALL

RE: 1 1/2" = 1'-0" A201H1K10K10K10K10 CMU PATIO WALL - CAP W/ WELDED WIRECMU PATIO WALL - CAP W/ WELDED WIRECMU PATIO WALL - CAP W/ WELDED WIRECMU PATIO WALL - CAP W/ WELDED WIRE

RE: 1" = 1'-0" A301A7G10G10G10G10 DETAIL @ ELEVATOR PENTHOUSE ROOFDETAIL @ ELEVATOR PENTHOUSE ROOFDETAIL @ ELEVATOR PENTHOUSE ROOFDETAIL @ ELEVATOR PENTHOUSE ROOF

RE: 1" = 1'-0" A300A1A10A10A10A10 5TH FLOOR EXT.5TH FLOOR EXT.5TH FLOOR EXT.5TH FLOOR EXT.

RE: 1 1/2" = 1'-0" A100A1K1K1K1K1 DETAIL @ NORTH RETAINING WALLDETAIL @ NORTH RETAINING WALLDETAIL @ NORTH RETAINING WALLDETAIL @ NORTH RETAINING WALL

RE: 1" = 1'-0" A100A1P1P1P1P1 DETAIL @ SOUTH WALL @ GRID 1 + 2DETAIL @ SOUTH WALL @ GRID 1 + 2DETAIL @ SOUTH WALL @ GRID 1 + 2DETAIL @ SOUTH WALL @ GRID 1 + 2

RE: 1" = 1'-0" A100A1G6G6G6G6 DETAIL @ SOUTH WALL @ GRID 6+7DETAIL @ SOUTH WALL @ GRID 6+7DETAIL @ SOUTH WALL @ GRID 6+7DETAIL @ SOUTH WALL @ GRID 6+7

RE: 3/4" = 1'-0" A300A1K14K14K14K14 ENTRY CANOPYENTRY CANOPYENTRY CANOPYENTRY CANOPY

RE: 3" = 1'-0"1111 IPE SCREEN PARTITIONIPE SCREEN PARTITIONIPE SCREEN PARTITIONIPE SCREEN PARTITION

RE: 1 1/2" = 1'-0" A300A1P14P14P14P14 ENTRY SOFFITENTRY SOFFITENTRY SOFFITENTRY SOFFITRE: 1 1/2" = 1'-0" A100C14P10P10P10P10 ENTRY STOREFRONT @ WALL PANELENTRY STOREFRONT @ WALL PANELENTRY STOREFRONT @ WALL PANELENTRY STOREFRONT @ WALL PANEL



Sep 02, 2005

2 ASI #1 Sep 23, 2005

3 PR #3 Nov 04, 2005


SURFACES (04901)

FIFTH FLOOR

40' 1 1/2"


ROOF PAVER (07531)


SYSTEM (07531)

1/2" DENS-DECK (07531)



T.O. EXIST'G WALL

43' - 7 7/8"


SURFACES (04902)

DOWNSPOUT (07620)

SCUPPER (07620)

2 1/8"

1' - 4" TYP.


VARIES

1' MIN BEYOND FACE OF WALKWAY

FLASHING (07620)


1/2" DENS-DECK (07531)


(06100)


KRAFT PAPER FACED

GLASS-FIBER BLANKET

INSULATION (07210)


RE: MECH

FLASHING (07620)

TRIM (07620)


SYSTEM (07531)


FLASHING (07620)


(09250)

8" M

IN


SURFACES (04901)

FIFTH FLOOR

40' 1 1/2"


ROOF PAVER (07531)


SYSTEM (07531)

1/2" DENS-DECK (07531)




SURFACES (04902)

2 1/8"

1' - 7"VARIES AT DRAINS

1' - 2"FIELD VERIFY

1' - 6"


VARIES

1' MIN BEYOND FACE OF WALKWAY




(05521)


(05521)

3' - 6"


ROOF PAVER (07531)


SYSTEM (07531)

1/2" DENS-DECK (07531)

EXISTING CONC SLAB

PLATE STEEL (05500)

STEEL TUBE (05500)

NOTE:

WALL ASSEMBLY, U465

(1HR)


KRAFT PAPER FACED

GLASS-FIBER BLANKET

INSULATION (07210)

FLASHING (07620)


(09250)

TRIM (07412)






(08211)


TRACK ABOVE


STOREFRONT (08411)

ALIGN DOOR FACE WITH

MULLION

HEADER ABOVE

FIFTH FLOOR

41' - 2"

T.O. EXST'G SLAB

38' - 4 9/16"

G2G2G2G2

/H1 A012Sim



STOREFRONT (08411)



(08211)


MULLION

M5A321

Sim

M10A321

SimGYPSUM BOARD, 5/8" (09250)

STEEL STUD, 3 5/8" (09111)



(08211)


TRACK ABOVE


STOREFRONT (08411)


MULLION

TRIM (07412)

FLASHING (07620)



FIRE-RESISTIVE JOINT, EACH SIDE

KRAFT PAPER FACED

GLASS-FIBER BLANKET

INSULATION (07210)




(09250)


WALL ASSEMBLY,

U404 CONFIG. A

1"

@ FLOOR AND CLG. CONDITIONS

AAAAFFFF


SURFACES (04901)

EXISTING TERRACOTTA BLOCK

RE: K14A004 - ITEM 1-1.2RE: K14A004 - ITEM 1-1.2RE: K14A004 - ITEM 1-1.2RE: K14A004 - ITEM 1-1.2

EXISTING CONC. SLAB

8 1/4" TYP

AAAA

First Floor

-8"

FFFF

3/4"SILICONE SEALANT (07920)


STOREFRONT (08411)

EACH SIDE

2"BACKER ROD (07920)

SHIM (06100)

SLOPE =

1/4" / 1'


EXPANSION JOINTS



1111

First Floor

-8"


STOREFRONT (08411)

SHIM (06100)


BACKER ROD (07920)

EACH SIDE

* ALIGN ALUMINUM

FRAME TO THE REAR

OF SILL

SILICONE SEALANT (07920)EXPANSION JOINTS



EXTERIOR

CIP CONC (03300)

DRIP EDGE

GROUT (05521)

EXISTING

FOUNDATION

SIDEWALK

ROUGH HEWN INFILL

STONE, TO MATCH

EXISTING

3"

1/2"


1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

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M

N

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

M

N


Date:

Proj. Architect:

Drawn By:

Project No.

Checked By:


13707 Wyandotte St.


tel 816.942.6355

CIVIL ENGINEER

Olsson Associates


Suite 200


tel 913.381.1170

fax 913.381.1174


Consultants, P.A.



tel. 785-842-6464

STRUCTURAL ENGINEER


4338 Belleview


tel 816.531.4144

fez 816.531.8572


10016 Darnell Rd.


tel 913.888.3991




tel 816.783.1500

fax 816.783.1501


1703 Wyandotte

Suite 400


tel 816.472.0900

16 17 18

16 17 18

P

Q

P

Q


3104 Haskell Ave #A

Lawrence, KS 66046

tel. 785.748.0777

2005. JULY.12

2120 WYANDOTTE


2/1/2007 10:08:21 PM

A321EXTERIOR DETAILS

FREIGHTHOUSE FLATS

04106

Designer

Author

CONSTRUCTION SET


5700 Golden Bear


RE: 1 1/2" = 1'-0" A104A1A14A14A14A14 TYP. SCUPPERTYP. SCUPPERTYP. SCUPPERTYP. SCUPPER

RE: 1 1/2" = 1'-0"M14M14M14M14 ROOF WALL PENETRATIONROOF WALL PENETRATIONROOF WALL PENETRATIONROOF WALL PENETRATION

RE: 1 1/2" = 1'-0" A104A1H14H14H14H14 EXISTING ROOF DRAINSEXISTING ROOF DRAINSEXISTING ROOF DRAINSEXISTING ROOF DRAINS

RE: 1 1/2" = 1'-0" A202N12A10A10A10A10 5TH FLOOR MESH GATES5TH FLOOR MESH GATES5TH FLOOR MESH GATES5TH FLOOR MESH GATES

RE: 1 1/2" = 1'-0" A104A1H10H10H10H10 EXTERIOR PENTHOUSE CORNER @ RATED WALLEXTERIOR PENTHOUSE CORNER @ RATED WALLEXTERIOR PENTHOUSE CORNER @ RATED WALLEXTERIOR PENTHOUSE CORNER @ RATED WALL

RE: 3" = 1'-0" A102A1M10M10M10M10 WALL MOUNTED SLIDER JAMB @ STOREFRONTWALL MOUNTED SLIDER JAMB @ STOREFRONTWALL MOUNTED SLIDER JAMB @ STOREFRONTWALL MOUNTED SLIDER JAMB @ STOREFRONTRE: 1/2" = 1'-0" A104A1M1M1M1M1 WALL MOUNTED SLIDER HEADER @ STOREFRONTWALL MOUNTED SLIDER HEADER @ STOREFRONTWALL MOUNTED SLIDER HEADER @ STOREFRONTWALL MOUNTED SLIDER HEADER @ STOREFRONT

RE: 3" = 1'-0" A321M1M5M5M5M5 WALL MOUNTED SLIDER HEADER @ STOREFRONTWALL MOUNTED SLIDER HEADER @ STOREFRONTWALL MOUNTED SLIDER HEADER @ STOREFRONTWALL MOUNTED SLIDER HEADER @ STOREFRONT

RE: 3" = 1'-0" A100A1H5H5H5H5 2 HR WALL ASSIMBLY, TYP. - NORTH STAIR2 HR WALL ASSIMBLY, TYP. - NORTH STAIR2 HR WALL ASSIMBLY, TYP. - NORTH STAIR2 HR WALL ASSIMBLY, TYP. - NORTH STAIR

RE: 3" = 1'-0" A101A1A5A5A5A5 NORTH WALL TERRACOTANORTH WALL TERRACOTANORTH WALL TERRACOTANORTH WALL TERRACOTA

RE: 1 1/2" = 1'-0" A100A1D5D5D5D5 TYP. EXPANSION JOINT @ PATIOTYP. EXPANSION JOINT @ PATIOTYP. EXPANSION JOINT @ PATIOTYP. EXPANSION JOINT @ PATIORE: 1 1/2" = 1'-0" A100A1D1D1D1D1 JAMB @ WEST STOREFRONTJAMB @ WEST STOREFRONTJAMB @ WEST STOREFRONTJAMB @ WEST STOREFRONT



Sep 02, 2005

2 PR#2 Sep 16, 2005

3 ASI #1 Sep 23, 2005

4 PR #3 Nov 04, 2005




GRND FACE (04810)


DOOR (08110)


(05500)



(07412)

GROUT (05521)




DOOR (08110)


(05500)


(05500)

A15A322

Sim

TRIM (07412)


(07412)


GRND FACE (04810)


(05500)


3"

9"


(05500)

J15A100.5

Sim

STRUCTURAL STEEL PLATE

(05500)


(07412)

GROUT (05521)

CONC. PILASTER, BELOW RE: STRUC

GROUT (05521)


(05500)

TRIM (07412)


GRND FACE (04810)


(07412)

1/2" HOLES ON 11/16" CENTERS,

33% OPEN


(05500)


GROUT (05521)

5 3/8"

1 1/2"

3/4"

1/2"

1/2"

5 3/8"

SLO

PE

SLO

PE

ELEVATION - TYP. LAYOUT FOR

FABRICATED ORNIMENTAL METAL

-1/2" HOLES ON 11/16" CENTERS,

33% OPEN


GRND FACE (04810)


(07412)

TRIM (07412)

10' -0" VER

IFY W/ STAR SYS

TEMS


(05500)

STEEL ANGLE (05500)

STRUCTURAL STEEL STUD

(05500)


(08331); CLEAR ANODIZED RODS W/ 2" CENTER-TO-CENTER,

MOTOR OPERATED W/ ACCESS CONTROL AND HOOD


(07412)

GROUT (05521)


(08331)


GRND FACE (04810)

CLEAR ANODIZED RODS W/ 2"

CENTER-TO-CENTER, MOTOR

OPERATED W/ ACCESS CONTROL

AND HOOD


(07412)

SLOPE


(05500)

CONTOUR EAVE TRIM, TYP. (07412)

STAR BUILDING SYSTEMS, BY OTHERS

FLASHING (07620)


(07412)




DOOR (08110)


(05500)



(07412)


(05500)

TRIM (07412)


(07412)


(05500)


(05500)

TRIM (07412)

FLASHING (07620)

FLASHING (07620)


(07412)





RE: STRUC


(05500)

TRIM (07412)

FLASHING (07620)


(07412)


(05500)



1/4 " PER 1' SLOPE


(05500),WELDED TO W-SECTIONS

,MECHANICALLY FASTENED

TO STL CHANNELS

*ALL STEEL TO RECEIVE HIGH-

PERFORMANCE COATING

CMU, 8X8X16 (04810)

GROUT (05521)


(05500)


(07412)


1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

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B

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D

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Date:

Proj. Architect:

Drawn By:

Project No.

Checked By:


13707 Wyandotte St.


tel 816.942.6355

CIVIL ENGINEER

Olsson Associates


Suite 200


tel 913.381.1170

fax 913.381.1174


Consultants, P.A.



tel. 785-842-6464

STRUCTURAL ENGINEER


4338 Belleview


tel 816.531.4144

fez 816.531.8572


10016 Darnell Rd.


tel 913.888.3991




tel 816.783.1500

fax 816.783.1501


1703 Wyandotte

Suite 400


tel 816.472.0900

16 17 18

16 17 18

P

Q

P

Q


3104 Haskell Ave #A

Lawrence, KS 66046

tel. 785.748.0777

2005. JULY.12

2120 WYANDOTTE


2/1/2007 10:08:40 PM

A322

EXTERIOR GARAGE

DETAILS

FREIGHTHOUSE FLATS

04106

Designer

Author

CONSTRUCTION SET


5700 Golden Bear


RE: 3" = 1'-0" A322J15A15A15A15A15 TYP. JAMB @ GARAGE - CORRIG'D MTL BASETYP. JAMB @ GARAGE - CORRIG'D MTL BASETYP. JAMB @ GARAGE - CORRIG'D MTL BASETYP. JAMB @ GARAGE - CORRIG'D MTL BASE

RE: 3" = 1'-0"J15J15J15J15 DETAIL @ GARAGE - MTL HEADERDETAIL @ GARAGE - MTL HEADERDETAIL @ GARAGE - MTL HEADERDETAIL @ GARAGE - MTL HEADER

RE: 3" = 1'-0"A11A11A11A11 DETAIL @ GARAGE COL. DETAILDETAIL @ GARAGE COL. DETAILDETAIL @ GARAGE COL. DETAILDETAIL @ GARAGE COL. DETAIL

RE: 3" = 1'-0" A100.5E15J11J11J11J11 DETAIL @ GARAGE MTL CORNER BASEDETAIL @ GARAGE MTL CORNER BASEDETAIL @ GARAGE MTL CORNER BASEDETAIL @ GARAGE MTL CORNER BASE

RE: 3" = 1'-0" A100.5J15A1A1A1A1 DETAIL @ GARAGE - MTL SILLDETAIL @ GARAGE - MTL SILLDETAIL @ GARAGE - MTL SILLDETAIL @ GARAGE - MTL SILL

RE: 3" = 1'-0" A100.5A15F6F6F6F6 DETAIL @ GARAGE - OH. COILING DR. HEADERDETAIL @ GARAGE - OH. COILING DR. HEADERDETAIL @ GARAGE - OH. COILING DR. HEADERDETAIL @ GARAGE - OH. COILING DR. HEADER

RE: 3" = 1'-0"A6A6A6A6 DETAIL @ GARAGE - OH. COILING DR. JAMBDETAIL @ GARAGE - OH. COILING DR. JAMBDETAIL @ GARAGE - OH. COILING DR. JAMBDETAIL @ GARAGE - OH. COILING DR. JAMB

RE: 3" = 1'-0" A203G1M1M1M1M1 DETAIL @ GARAGE - GUTTERDETAIL @ GARAGE - GUTTERDETAIL @ GARAGE - GUTTERDETAIL @ GARAGE - GUTTER

RE: 3" = 1'-0"E15E15E15E15 TYP. JAMB @ GARAGE - CORRIG'D MTLTYP. JAMB @ GARAGE - CORRIG'D MTLTYP. JAMB @ GARAGE - CORRIG'D MTLTYP. JAMB @ GARAGE - CORRIG'D MTL

RE: 3" = 1'-0" A203A1M11M11M11M11 DETAIL @ GARAGE MTL CORNERDETAIL @ GARAGE MTL CORNERDETAIL @ GARAGE MTL CORNERDETAIL @ GARAGE MTL CORNERRE: 3" = 1'-0" A100.5J7M6M6M6M6 DETAIL @ GARAGE - CANOPYDETAIL @ GARAGE - CANOPYDETAIL @ GARAGE - CANOPYDETAIL @ GARAGE - CANOPY

RE: 3" = 1'-0" A100.5J11M15M15M15M15 DETAIL @ GARAGE - MTL JAMB CASINGDETAIL @ GARAGE - MTL JAMB CASINGDETAIL @ GARAGE - MTL JAMB CASINGDETAIL @ GARAGE - MTL JAMB CASING

RE: 3" = 1'-0" A100.5J7P11P11P11P11 DETAIL @ GARAGE - CANOPY EAVEDETAIL @ GARAGE - CANOPY EAVEDETAIL @ GARAGE - CANOPY EAVEDETAIL @ GARAGE - CANOPY EAVE

RE: 3" = 1'-0" A100.5A1J1J1J1J1 DETAIL @ GARAGE CMU CORNERDETAIL @ GARAGE CMU CORNERDETAIL @ GARAGE CMU CORNERDETAIL @ GARAGE CMU CORNER



Sep 02, 2005

UP

3333 4444

DDDD

A6A401

A13A401

CCCC

13' - 2"

8 1/4"

1' - 5"

9' - 7 3/4"

5 1/2"

3' - 8 3/4"

9' - 0"

5' - 10 3/8"1/8"

S1-A

7c

7a

J1

1' - 6"

ELEVATOR PIT LADDER

7' - 8" CLEAR

A402 L2 Sim

A103

N8

E1-A

EXISTING COLUMN

FOOTING RE:

STRUCTURAL.

9' - 8" CLEAR

10' - 10 3/8"

J1

D1

A1

F1

J1

D1

F2

7T @ 11" = 6' - 5"

9' - 11 1/2"

2T @ 11" = 1' - 10"

1 1/2"

9"

DN

UP

3333 4444

DDDD

A6A401

A13A401

CCCC

1' - 6"

5 3/4"

8' - 7 3/4"

5' - 10 5/8"

S1-B

A2

D1

A2

A3

C14A101

2' - 8"

2' - 8 1/8"3' - 1 1/4"

E1-B

9' - 8" CLEAR

10' - 10 3/8"

J1

D1

9"

1T @ 11" = 11"

7T @ 11" = 6' - 5"2 1/2"

1 1/4"

1 1/2"

4T @ 11" = 3' - 8"

7' - 8" CLEAR

DN

UP

UP

3333 4444

DDDD

A6A401

A13A401

G12A400

CCCC

8' - 7 3/4" 1 3/4"5' - 0"

1/8" 8' - 11 7/8" 5' - 11 1/8" 4' - 4"

1 1/2"

3' - 0"1' - 3"

6' - 5"

21 TREADS @ 11" = 19' - 3"

S1-C

D1 A3

19e

19c

A2

A3

A4

A4

A3A2

7' - 8" CLEAR

1' - 7 7/8"3' - 5 3/8"

2' - 7 7/8"E1-C

9' - 8" CLEAR J1

D1

/A9 A402

F1

N1A400

12' - 10 3/4" CLEAR

18' - 4 1/2" CLEAR

9" PARTITION WIDTH9' - 11 1/2" CLEAR

4 1/2"

A3

1T @ 11" = 11"

7T @ 11" = 6' - 5"

4T @ 11" = 3' - 8"

5T @ 11" = 4' - 7"

2 1/2"

1 1/2"

1 1/2"

1 3/4" 1 3/4"

2 1/2"

1 1/2"

DN

DN

UP

3333 4444

DDDD

A6A401

A13A401

G12A400

CCCC

A15A400

Sim

7' - 9 3/8" 11' - 3"1 3/4"

2 3/4"

8' - 7 3/4" 1 3/4"

7"

S1-D

5 1/4"

A2

F2A4

A3

D1

1' - 7"

3' - 3 7/8"

2' - 6 7/8"

M6A400

5 3/8"FLOOR HATCH

ALTERNATING

TREAD STAIRS

STEEL ROOF HATCH (2HR), 4'x4',

16 SGFT MIN., FACTORY

FINISHED, ABOVE

E1-D

9' - 8" CLEAR

10' - 10 3/8"

J1

D1

7' - 8" CLEAR

1SDA77

DN

UP

3333 4444

DDDD

A6A401

A13A401

CCCC

8' - 7 3/4"

6' - 2"

1' - 5 1/4"

6 1/8"

7f

D1

A3

A4A4

F1 A1

3' - 1 1/2"

9' - 8" CLEAR

10' - 10 3/8"

J1

OPEN TO BELOW

D1

8' - 2"

2' - 3 1/2"

2T @ 11" = 1' - 10"

1 1/4"

9"CLEAR 7' - 8"

FIFTH FLOOR

41' - 2"

1/4"


(09640)

PLYWOOD SUBFLOORING

(06100)


1 3/4"

1/2"

FOURTH FLOOR

28' - 1 1/2"

FIFTH FLOOR

41' - 2"

DDDD

/A15 A400Sim

STAIRS & RAILING PROVIDED BY

CONTRACTOR

2222

First Floor

-8"

2' - 10"

/M9 A400

/L1 A404Sim




(03300)

G.CG.CG.CG.C

2222

EEEE

4' - 5"

4' - 0" CONCRETE STEPS (03300)

5 T @ 11" =WELDED WIRE FABRIC (05511)


(03300)

1"

6"


A6A401

CCCC

STEEL ALTERNATING

TREAD STAIRS, GALV.

-STAIRS & RAILING

PROVIDED BY

CONTRACTOR

STEEL ROOF HATCH (2HR),

4'x4', 16 SGFT MIN.,

FACTORY FINISHED



SYSTEM (07531)

CANT STRIP

A1A401

Sim

FOURTH FLOOR

28' - 1 1/2"


FIRE-RESISTIVE JOINT, EACH SIDE


(09250)



ALUM BREAK-AWAY CLIP

(09250)

3/4" SHAFT LINER (09250)

ELEVATORSTAIRS


1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

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Date:

Proj. Architect:

Drawn By:

Project No.

Checked By:


13707 Wyandotte St.


tel 816.942.6355

CIVIL ENGINEER

Olsson Associates


Suite 200


tel 913.381.1170

fax 913.381.1174


Consultants, P.A.



tel. 785-842-6464

STRUCTURAL ENGINEER


4338 Belleview


tel 816.531.4144

fez 816.531.8572


10016 Darnell Rd.


tel 913.888.3991




tel 816.783.1500

fax 816.783.1501


1703 Wyandotte

Suite 400


tel 816.472.0900

16 17 18

16 17 18

P

Q

P

Q


3104 Haskell Ave #A

Lawrence, KS 66046

tel. 785.748.0777

2005. JULY.12

2120 WYANDOTTE


2/1/2007 10:09:40 PM

A400STAIR PLANS/ DETAILS

FREIGHTHOUSE FLATS

04106

Designer

Author

CONSTRUCTION SET


5700 Golden Bear


RE: 1/4" = 1'-0" A100A1A1A1A1A1 1ST FLOOR CORE PLAN1ST FLOOR CORE PLAN1ST FLOOR CORE PLAN1ST FLOOR CORE PLANRE: 1/4" = 1'-0" A102A1A6A6A6A6 3RD FLOOR CORE PLAN3RD FLOOR CORE PLAN3RD FLOOR CORE PLAN3RD FLOOR CORE PLAN

RE: 1/4" = 1'-0" A103A1G1G1G1G1 4TH FLOOR CORE PLAN4TH FLOOR CORE PLAN4TH FLOOR CORE PLAN4TH FLOOR CORE PLANRE: 1/4" = 1'-0" A104A1G6G6G6G6 5TH FLOOR CORE PLAN5TH FLOOR CORE PLAN5TH FLOOR CORE PLAN5TH FLOOR CORE PLAN

RE: 1/4" = 1'-0" A101A1A11A11A11A11 2ND FLOOR CORE PLAN2ND FLOOR CORE PLAN2ND FLOOR CORE PLAN2ND FLOOR CORE PLANRE: 1 1/2" = 1'-0" A104A1A15A15A15A15 DETAIL @ 5TH FLR STAIRDETAIL @ 5TH FLR STAIRDETAIL @ 5TH FLR STAIRDETAIL @ 5TH FLR STAIR

RE: 3/8" = 1'-0" A400G1G12G12G12G12 5TH FLOOR STAIR5TH FLOOR STAIR5TH FLOOR STAIR5TH FLOOR STAIR

RE: 1/2" = 1'-0" A200H1M15M15M15M15 SECTION AT DOCK STAIRSECTION AT DOCK STAIRSECTION AT DOCK STAIRSECTION AT DOCK STAIRRE: 3/8" = 1'-0" A100A1M12M12M12M12 EXTERIOR DOCK STAIREXTERIOR DOCK STAIREXTERIOR DOCK STAIREXTERIOR DOCK STAIR

RE: 1" = 1'-0" A400M15M9M9M9M9 CONCRETE STAIR, TYPCONCRETE STAIR, TYPCONCRETE STAIR, TYPCONCRETE STAIR, TYPRE: 1/4" = 1'-0" A154A1M6M6M6M6 5TH FLOOR -SHIPS LADDER5TH FLOOR -SHIPS LADDER5TH FLOOR -SHIPS LADDER5TH FLOOR -SHIPS LADDER


1 ASI #1 Sep 23, 2005

2 PR #3 Nov 04, 2005

3 ASI #3 NOV 21,2005

RE: 3" = 1'-0" A302A7N1N1N1N1 ELEV / STAIR SHAFT WALLELEV / STAIR SHAFT WALLELEV / STAIR SHAFT WALLELEV / STAIR SHAFT WALL

THIRD FLOOR

16' - 5 1/2"

FOURTH FLOOR

28' - 1 1/2"

FIFTH FLOOR

41' - 2"

3333 4444

SECOND FLOOR

8' - 5"

First Floor

-8"

A13A401

8' - 0 1/2"

A9A404

Sim

4' - 0"

15' - 8 3/4" ABOVE EXIST'G SLAB

11 3/4" 1' - 0 1/2"

ELEVATOR PIT LADDER

/A9 A404Sim

/A1 A401

11' - 8"

12' - 11 1/2" CLEAR, ABOVE PENTHOUSE FLOOR

/- ---

T.O. Entry Floor

-3' - 4"

M6A400



FINISHED

STEEL ALTERNATING TREAD

STAIRS, GALV. -STAIRS &

RAILING PROVIDED BY

CONTRACTOR


19' - 9 1/2"

11' - 8"

1'-0" TYP. 1'-0" TYP.

13' - 0 1/2"

STANDPIPE

STEEL TUBE COLLER, TYP AT

EACH LANDING (LEVEL 1-5)

/C9 A402/C9A402 SDA020

/N1 A400

1SDA77

THIRD FLOOR

16' - 5 1/2"

FOURTH FLOOR

28' - 1 1/2"

FIFTH FLOOR

41' - 2"

SECOND FLOOR

8' - 5"

First Floor

-8"

A6A401

CCCC

/A13 A404Sim

1' - 1 5/8"

7' - 11 3/8"

8' - 0 1/2"

1' - 2"

10' - 6"

1' - 1 5/8"

5' - 10"

5' - 10"

8' - 0 1/2"

1' - 0" 1' - 0 3/8"

/A9 A404Sim



FINISHED

STEEL ALTERNATING TREAD

STAIRS, GALV. -STAIRS &

RAILING PROVIDED BY

CONTRACTOR

1' - 0" FROM FACE OF WALL TO FACE OF SOFFIT

9' - 1"

8' - 0 1/2"

11' - 8"

13' - 0 1/2"

N1A400

3333

SECOND FLOOR

8' - 5"

1/2"


(09640)

STEEL PIPE RAILING,

GALVANIZED (05511)

PLYWOOD SUBFLOORING

(06100)

EDGE REVEAL (09250)




(09250)

2 1/2"

PLATE STEEL (05500)WELDED TO RAILING AND BOLTED

TO WOOD FRAMING

PLATE STEEL (05500)MOVEABLE COVER

Q4A401

Sim

RIM JOIST (06100)



VENT




KRAFT PAPER FACED

GLASS-FIBER BLANKET

INSULATION (07210)




SYSTEM (07531)


SYSTEM (07531)

DRIP EDGE (07620)

M6A400



FINISHED

TRIM (07412)

4" CANT STRIP

FLASHING (07620)

8"




(09250)

FRTD, PLYWOOD WALL

SHEATHING (06100)



VENTILATION HOLE IN JOIST

1 1/2"

1SDA77

STEEL PIPE RAILING,

GALVANIZED (05511)


PLATE STEEL (05500)

WELDED TO RAILING AND BOLTED

TO WOOD FRAMING

PLATE STEEL (05500)

MOVEABLE COVER2"

2"


1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

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B

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M

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Date:

Proj. Architect:

Drawn By:

Project No.

Checked By:


13707 Wyandotte St.


tel 816.942.6355

CIVIL ENGINEER

Olsson Associates


Suite 200


tel 913.381.1170

fax 913.381.1174


Consultants, P.A.



tel. 785-842-6464

STRUCTURAL ENGINEER


4338 Belleview


tel 816.531.4144

fez 816.531.8572


10016 Darnell Rd.


tel 913.888.3991




tel 816.783.1500

fax 816.783.1501


1703 Wyandotte

Suite 400


tel 816.472.0900

16 17 18

16 17 18

P

Q

P

Q


3104 Haskell Ave #A

Lawrence, KS 66046

tel. 785.748.0777

2005. JULY.12

2120 WYANDOTTE


2/1/2007 10:10:15 PM

A401STAIR SECTIONS

FREIGHTHOUSE FLATS

04106

Designer

Author

CONSTRUCTION SET


5700 Golden Bear


RE: 3/8" = 1'-0" A105A1A6A6A6A6 NS SECTION @ CORE STAIR & ELEVATORNS SECTION @ CORE STAIR & ELEVATORNS SECTION @ CORE STAIR & ELEVATORNS SECTION @ CORE STAIR & ELEVATORRE: 3/8" = 1'-0" A103N8A13A13A13A13 STAIR SECTION @ CORE STAIRSTAIR SECTION @ CORE STAIRSTAIR SECTION @ CORE STAIRSTAIR SECTION @ CORE STAIR

RE: 1 1/2" = 1'-0" A101A1K1K1K1K1 DETAIL @ LOFT DECK, TYP.DETAIL @ LOFT DECK, TYP.DETAIL @ LOFT DECK, TYP.DETAIL @ LOFT DECK, TYP.

RE: 1 1/2" = 1'-0" A400M6A1A1A1A1 ELEVATOR ROOF DETAILELEVATOR ROOF DETAILELEVATOR ROOF DETAILELEVATOR ROOF DETAIL

RE: 3" = 1'-0" A401K1Q4Q4Q4Q4 LOFT RAILING, TYP.LOFT RAILING, TYP.LOFT RAILING, TYP.LOFT RAILING, TYP.



Sep 02, 2005

2 PR #3 Nov 04, 2005

UP

DW

7777

AAAA

A1A403

A9A403

FFFF

H5A321

6' - 9" CLEAR

8" 3' - 0 1/2"


GRND FACE (04810)

STEEL PIPE RAILING,

GALVANIZED (05511)




(05500), SHOP PRIMED AND PAINTED

4"

6' - 8"

FOOTING BELOW RE: STRUC

UP

7777

AAAA

A1A403

A9A403

FFFF

19 TREA

DS @

11" =

17' - 5"

9 TR

EADS @

11" =

8' - 3"

DN

UP

7777

AAAA

A1A403

A9A403

FFFF

EL. 10' - 9"

6' - 6"

10 TREA

DS @

11" =

9' - 2"

9 TR

EADS @

11" =

8' - 3"

2' - 7"

DN

UP

7777

AAAA

A1A403

A9A403

FFFF

10 TREA

DS @

11" =

9' - 2"

10 TREA

DS @

11" =

9' - 2"

2' - 6 1/2"

DN

7777

AAAA

A1A403

A9A403

FFFF

10 TREA

DS @

11" =

9' - 2"

12' - 10"

6' - 4 3/8" 8"


(05511) , SHOP PRIMED AND PAINTED

STEEL PIPE, TUBE TOP

HANDRAIL, GALVANIZED

(05511)

/F7 A404Sim

6"

11"

90.0

0°



(05511)

STEEL ANGLE (05511)

PLATE STEEL (05511), SHOP PRIMED AND PAINTED

/A5 A404Sim

6"RE: STR

UC

1' - 2"

RE: STR

UC




(05500)

STEEL PIPE RAILING,

GALVANIZED (05511)


GALVANIZED (05511)




(05511)


(05511)

6"RE: STR

UC

3' - 6"

4"

FOURTH FLOOR

28' - 1 1/2" 5" STEEL COLLAR (05500)

4" STANDPIPE


(05500)

PLATE STEEL (05500)

STEEL ANGLE (05500)

*TYP AT EACH LANDING

(LEVEL 1-5)

5" STEEL COLLAR (05500)

4" STANDPIPE


(05500)

PLATE STEEL (05500)

STEEL ANGLE (05500)

EDGE OF LANDING

SLOTTED HOLE


1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

M

N

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

M

N


Date:

Proj. Architect:

Drawn By:

Project No.

Checked By:


13707 Wyandotte St.


tel 816.942.6355

CIVIL ENGINEER

Olsson Associates


Suite 200


tel 913.381.1170

fax 913.381.1174


Consultants, P.A.



tel. 785-842-6464

STRUCTURAL ENGINEER


4338 Belleview


tel 816.531.4144

fez 816.531.8572


10016 Darnell Rd.


tel 913.888.3991




tel 816.783.1500

fax 816.783.1501


1703 Wyandotte

Suite 400


tel 816.472.0900

16 17 18

16 17 18

P

Q

P

Q


3104 Haskell Ave #A

Lawrence, KS 66046

tel. 785.748.0777

2005. JULY.12

2120 WYANDOTTE


2/1/2007 10:10:50 PM

A402

STAIR PLANS /

ELEVATIONS

FREIGHTHOUSE FLATS

04106

Designer

Author

CONSTRUCTION SET


5700 Golden Bear


RE: 1/4" = 1'-0" A100A1A13A13A13A13 1ST FLOOR EXT. STAIR1ST FLOOR EXT. STAIR1ST FLOOR EXT. STAIR1ST FLOOR EXT. STAIR

RE: 1/4" = 1'-0" A101A1F13F13F13F13 2ND FLOOR EXT STAIR2ND FLOOR EXT STAIR2ND FLOOR EXT STAIR2ND FLOOR EXT STAIR

RE: 1/4" = 1'-0" A102A1A16A16A16A16 3RD FLOOR EXT STAIR3RD FLOOR EXT STAIR3RD FLOOR EXT STAIR3RD FLOOR EXT STAIR

RE: 1/4" = 1'-0" A103A1F16F16F16F16 4TH FLOOR EXT STAIR4TH FLOOR EXT STAIR4TH FLOOR EXT STAIR4TH FLOOR EXT STAIR

RE: 1/4" = 1'-0" A104A1L16L16L16L16 5TH FLOOR EXT STAIR5TH FLOOR EXT STAIR5TH FLOOR EXT STAIR5TH FLOOR EXT STAIRRE: 3/4" = 1'-0"L9L9L9L9 CORE STAIR - FIRST FLOOR - ENLARGED SECTIONCORE STAIR - FIRST FLOOR - ENLARGED SECTIONCORE STAIR - FIRST FLOOR - ENLARGED SECTIONCORE STAIR - FIRST FLOOR - ENLARGED SECTION

RE: 3/4" = 1'-0" A400A1L2L2L2L2 CORE STAIR - TYP. RAIL LAYOUTCORE STAIR - TYP. RAIL LAYOUTCORE STAIR - TYP. RAIL LAYOUTCORE STAIR - TYP. RAIL LAYOUT



Sep 02, 2005

2 PR #3 Nov 04, 2005

3 PR #5 NOV 21,2005

RE: 3" = 1'-0" A401A6C9C9C9C9 STANDPIPE COLLAR, TYPSTANDPIPE COLLAR, TYPSTANDPIPE COLLAR, TYPSTANDPIPE COLLAR, TYP

RE: 3" = 1'-0" A400G1A9A9A9A9 STANDPIPE, TYPSTANDPIPE, TYPSTANDPIPE, TYPSTANDPIPE, TYP

THIRD FLOOR

16' - 5 1/2"

FOURTH FLOOR

28' - 1 1/2"

FIFTH FLOOR

41' - 2"

7777

A1A403

T.O. GARAGE

14' - 11"

Level Alley

7"

/L13 A404Sim

F1A404

Sim

/A1 A404Sim


(05511)


STEEL DIAMOND PLATE

DECKING, SHOP PRIMED &

PAINTED (05511)




(05511)


(05500)


/P6 A320Sim

/P6 A320Sim

THIRD FLOOR

16' - 5 1/2"

FOURTH FLOOR

28' - 1 1/2"

FIFTH FLOOR

41' - 2"

T.O. EXST'G WALL

43' - 7 7/8"

AAAA

SECOND FLOOR

8' - 5"

First Floor

-8"

A9A403

FFFF

T.O. GARAGE

14' - 11"

J11A100.5

STEEL PIPE RAILING,

GALVANIZED (05511)


/L1 A404Sim

/F1 A404Sim

/L7 A404Sim

L13A404

Sim

/A13 A403Sim

/J13 A403Sim

/J13 A403Sim

11' - 6 1/2"

17' - 1 5/8"

F1A404

Sim

P11A322

Sim

L2A402

Sim





6 5/8"

6 7/8"

6 7/8"


(05521)



(05511)

STEEL DIAMOND PLATE


PAINTED (05511)

1' - 4" TYP.


SURFACES (04901)

EXIST'G SLAB

ROOF PAVER (07531)


SYSTEM (07531)

1/2" DENS-DECK (07531)

T.O. EXIST'G WALL

43' - 7 7/8"

FIFTH FLOOR

41' - 2"

1/2"

PLATE STEEL (05500)

STEEL ANGLE (05500)


(05511)

STEEL ANGLE (05500)

T.O. DECK

40' - 6 1/2"


(05521)



(05511)

STEEL DIAMOND PLATE


PAINTED (05511)

THIRD FLOOR

16' -5 1/2"

STEEL ANGLE (05511)


(05511)


1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

M

N

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

M

N


Date:

Proj. Architect:

Drawn By:

Project No.

Checked By:


13707 Wyandotte St.


tel 816.942.6355

CIVIL ENGINEER

Olsson Associates


Suite 200


tel 913.381.1170

fax 913.381.1174


Consultants, P.A.



tel. 785-842-6464

STRUCTURAL ENGINEER


4338 Belleview


tel 816.531.4144

fez 816.531.8572


10016 Darnell Rd.


tel 913.888.3991




tel 816.783.1500

fax 816.783.1501


1703 Wyandotte

Suite 400


tel 816.472.0900

16 17 18

16 17 18

P

Q

P

Q


3104 Haskell Ave #A

Lawrence, KS 66046

tel. 785.748.0777

2005. JULY.12

2120 WYANDOTTE


2/1/2007 10:11:06 PM

A403

STAIR SECTIONS /

DETAILS

FREIGHTHOUSE FLATS

04106

Designer

Author

CONSTRUCTION SET


5700 Golden Bear


RE: 3/8" = 1'-0" A100A1A9A9A9A9 E-W SECTION @ EXT STAIRE-W SECTION @ EXT STAIRE-W SECTION @ EXT STAIRE-W SECTION @ EXT STAIRRE: 3/8" = 1'-0" A100A1A1A1A1A1 N-S SECTION AT NORTH STAIRN-S SECTION AT NORTH STAIRN-S SECTION AT NORTH STAIRN-S SECTION AT NORTH STAIR

RE: 1 1/2" = 1'-0" A403A1A13A13A13A13 NORTH STAIR @ PARAPETNORTH STAIR @ PARAPETNORTH STAIR @ PARAPETNORTH STAIR @ PARAPET

RE: 1 1/2" = 1'-0" A403A1J13J13J13J13 NORTH STAIR @ EXISTING CONC SLAB - 3 & 4 FLOORSNORTH STAIR @ EXISTING CONC SLAB - 3 & 4 FLOORSNORTH STAIR @ EXISTING CONC SLAB - 3 & 4 FLOORSNORTH STAIR @ EXISTING CONC SLAB - 3 & 4 FLOORS



Sep 02, 2005



(05511)


GALVANIZED (05511)

3' -

6"

4"

2' -

10"

1 1/2"

4"4"

4"4"

4"4"

1"

1"


STEEL ANGLE (05500)

PLATE STEEL (05511)

STEEL PIPE RAILING,

GALVANIZED (05511)


GALVANIZED (05511)

THRESHOLD


CORE (08211)



STEEL TUBE COLUMN (05120)


(05511)


(05500)

1' -

0"

RE:

STR

UC

3' -

6"

2' -

10"

3' -

0"

1' -

0"

2' -

10" 2"

2"

2"

1"



(05521)


(05521)

STEEL DIAMOND PLATE


PAINTED (05511)


, GALVANIZED


(05511)



(05521)


(05521)

STEEL DIAMOND PLATE


PAINTED (05511)


, GALVANIZED


(05521)STEEL BAR STOCK, GALVANIZED

(05521)



(05511)



(05511)


(05511)

1"

6" TYP.



(05521)

3' -

6"

1"3"

1' -

2"

1' -

2"


GROUT (05521)


(05521)

*EXISTING CONCRETE STEM WALL @ SOUTH BALCONY

*NEW MASONRY @ WEST ALLEY ENTRY



(05521)


GROUT (05521)


(05521)



(05511)


GALVANIZED (05511)

STEEL PIPE RAILING,

GALVANIZED (05511)


(05500)


PLATE STEEL (05511)



(05511)



(05511)


2' -

10"

2' -

10"


/F7 A404Sim



(05521)


(05521)

STEEL DIAMOND PLATE


PAINTED (05511)


(05521)



(05511)



STEEL TUBE COLUMN (05120)


(05511)


2' -

10"

,TYP

3' -

6" ,T

YP

1' -

0"

3"

3' - 0"

3' - 4 1/2"

1 1/2" 8"


(05511)



(05521)

STEEL DIAMOND PLATE


PAINTED (05511)



(05500)



(05521)


(05521)



(05521)



(05511)

STEEL DIAMOND PLATE


PAINTED (05511)

/F10 A404Sim


(05500)



(05521)


(05521)

STEEL DIAMOND PLATE


PAINTED (05511)



(05521)



(05511)


(05511)

STEEL DIAMOND PLATE


PAINTED (05511)

1"

3"



(05511)

1 1/2"

1 1/2"

1' -

4"

2' -

10" TY

P.





(05511)

STEEL ANGLE (05511)

PLATE STEEL (05511)


1 1/

2"


1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

M

N

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

M

N


Date:

Proj. Architect:

Drawn By:

Project No.

Checked By:


13707 Wyandotte St.


tel 816.942.6355

CIVIL ENGINEER

Olsson Associates


Suite 200


tel 913.381.1170

fax 913.381.1174


Consultants, P.A.



tel. 785-842-6464

STRUCTURAL ENGINEER


4338 Belleview


tel 816.531.4144

fez 816.531.8572


10016 Darnell Rd.


tel 913.888.3991




tel 816.783.1500

fax 816.783.1501


1703 Wyandotte

Suite 400


tel 816.472.0900

16 17 18

16 17 18

P

Q

P

Q


3104 Haskell Ave #A

Lawrence, KS 66046

tel. 785.748.0777

2005. JULY.12

2120 WYANDOTTE


2/1/2007 10:11:21 PM

A404STAIR DETAILS

FREIGHTHOUSE FLATS

04106

Designer

Author

CONSTRUCTION SET


5700 Golden Bear


RE: 1 1/2" = 1'-0" A401A13A13A13A13A13 CORE STAIR - RAILCORE STAIR - RAILCORE STAIR - RAILCORE STAIR - RAIL

RE: 1 1/2" = 1'-0" A403A1L13L13L13L13 NORTH STAIR - RAILS PERPENDICULAR TO STRINGERNORTH STAIR - RAILS PERPENDICULAR TO STRINGERNORTH STAIR - RAILS PERPENDICULAR TO STRINGERNORTH STAIR - RAILS PERPENDICULAR TO STRINGER

RE: 1 1/2" = 1'-0" A011G15F13F13F13F13 DETAIL @ RAILS - SOUTH BALCONYDETAIL @ RAILS - SOUTH BALCONYDETAIL @ RAILS - SOUTH BALCONYDETAIL @ RAILS - SOUTH BALCONY

RE: 3/4" = 1'-0" A401A6A9A9A9A9 CORE STAIR - TREADCORE STAIR - TREADCORE STAIR - TREADCORE STAIR - TREAD

RE: 1 1/2" = 1'-0" A403A1F1F1F1F1 NORTH STAIR - LANDINGNORTH STAIR - LANDINGNORTH STAIR - LANDINGNORTH STAIR - LANDING

RE: 3" = 1'-0" A403A9A1A1A1A1 NORTH STAIR - TREAD PATTERNNORTH STAIR - TREAD PATTERNNORTH STAIR - TREAD PATTERNNORTH STAIR - TREAD PATTERN

RE: 1 1/2" = 1'-0" A403A1L7L7L7L7 NORTH STAIR RISERSNORTH STAIR RISERSNORTH STAIR RISERSNORTH STAIR RISERSRE: 1 1/2" = 1'-0" A400M15L1L1L1L1 NORTH STAIR - RISERS TYP.NORTH STAIR - RISERS TYP.NORTH STAIR - RISERS TYP.NORTH STAIR - RISERS TYP.

RE: 3" = 1'-0" A404L7F10F10F10F10 STAIR TREAD @ N. STAIRSTAIR TREAD @ N. STAIRSTAIR TREAD @ N. STAIRSTAIR TREAD @ N. STAIRRE: 3" = 1'-0" A402L9F7F7F7F7 CORE STAIR - HANDRAILCORE STAIR - HANDRAILCORE STAIR - HANDRAILCORE STAIR - HANDRAIL

RE: 3" = 1'-0" A402L9A5A5A5A5 CORE STAIR - PAN TREADCORE STAIR - PAN TREADCORE STAIR - PAN TREADCORE STAIR - PAN TREAD



Sep 02, 2005

6666

AAAA

FFFF11-2

8' - 2"

1' - 2"16' - 6"

/A15 A012SIM.

EQ EQ EQ 3' - 3 1/2"

/A15 A012SIM.

A11A411

Sim

/K5 A411Sim

H11A411

Sim

1SDA60

3333

AAAA

FFFF

K1A410

15' - 8" 16' - 7"

16-2/A15 A012

SIM.

/A15 A012SIM.

/A15 A012SIM.

3' - 3" EQ EQ EQ EQ

7' - 10" A11

A411Sim

/K5 A411Sim

6666

AAAA

FFFF

8' - 2"

16' - 6" 1' - 2"

17-2

/A15 A012SIM.

3' - 3 1/2"EQ EQ EQ

/A15 A012SIM.

A11A411

Sim

/K5 A411Sim

H11A411

Sim

1SDA60

3333 4444

AAAA

K7A410

FFFF

K1A410

/A15 A0129-2 10-2/A1 A101

SIM.

3' - 3" EQ EQ 3' - 3" EQ EQ EQ

MULTIWALLED STRUCTURED POLYCARBONATE

GLAZING SYSTEM.

*GE PLYCARBONATE-TRIPLEWALL SHEET

LEXAN THERMOCLEAR 0.630"

/K5 A411Sim

/K5 A411Sim

/A15 A012SIM.

THIRD FLOOR

16' - 5 1/2"

FOURTH FLOOR

28' - 1 1/2"

AAAAFFFF

K1A410

/F10 A012Sim


GLAZING SYSTEM.


GLAZING SYSTEM.

/A1 A411Sim

/A1 A411Sim

M15A411

Sim

M15A411

Sim

/A1 A411Sim

/A1 A411Sim

8' - 0"

7' - 4"



THIRD FLOOR

16' - 5 1/2"

FOURTH FLOOR

28' - 1 1/2"

3333

K7A410


GLAZING SYSTEM.

/M15 A411Sim

A1A411

Sim

A1A411

Sim

/H11 A411Sim

/H11 A411Sim

/H11 A411Sim

/H11 A411Sim

8888

AAAA

FFFF

3' - 3 1/2" 5' - 2 1/2"2' - 9"

8' - 2"

8' - 0" 9' - 8"

A11A411

Sim

/K5 A411Sim

H11A411

Sim

12-2

1SDA52

8888

AAAA

FFFF

3' - 3 1/2" 5' - 2 1/2"2' - 9"

/K5 A411Sim

A11A411

Sim

H11A411

Sim

18-2

1111

DDDD

A7A301

6' - 0"

3' - 3"

9' - 0"

16' - 0"

16' - 8"

MULTIWALLED

STRUCTURED

POLYCARBONATE GLAZING

SYSTEM.

/K5 A411Sim

/K5 A411Sim

A11A411

Sim

K15A012

Sim

4 1/2"

14-2


1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

M

N

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

M

N


Date:

Proj. Architect:

Drawn By:

Project No.

Checked By:


13707 Wyandotte St.


tel 816.942.6355

CIVIL ENGINEER

Olsson Associates


Suite 200


tel 913.381.1170

fax 913.381.1174


Consultants, P.A.



tel. 785-842-6464

STRUCTURAL ENGINEER


4338 Belleview


tel 816.531.4144

fez 816.531.8572


10016 Darnell Rd.


tel 913.888.3991




tel 816.783.1500

fax 816.783.1501


1703 Wyandotte

Suite 400


tel 816.472.0900

16 17 18

16 17 18

P

Q

P

Q


3104 Haskell Ave #A

Lawrence, KS 66046

tel. 785.748.0777

2005. JULY.12

2120 WYANDOTTE


2/1/2007 10:11:52 PM

A410

NORTH BALCONY

PLANS / ELEVATIONS

FREIGHTHOUSE FLATS

04106

Designer

Author

CONSTRUCTION SET


5700 Golden Bear


RE: 1/4" = 1'-0" A102A1E7E7E7E7 ENLARGED PLAN - NORTH BALCONY @ LEVEL 3, GRID 5 + 6ENLARGED PLAN - NORTH BALCONY @ LEVEL 3, GRID 5 + 6ENLARGED PLAN - NORTH BALCONY @ LEVEL 3, GRID 5 + 6ENLARGED PLAN - NORTH BALCONY @ LEVEL 3, GRID 5 + 6

RE: 1/4" = 1'-0" A103A1A1A1A1A1 ENLARGED PLAN - NORTH BALCONY @ LEVEL 4ENLARGED PLAN - NORTH BALCONY @ LEVEL 4ENLARGED PLAN - NORTH BALCONY @ LEVEL 4ENLARGED PLAN - NORTH BALCONY @ LEVEL 4RE: 1/4" = 1'-0" A103A1A7A7A7A7 ENLARGED PLAN - NORTH BALCONY @ LEVEL 4, GRID 5 + 6ENLARGED PLAN - NORTH BALCONY @ LEVEL 4, GRID 5 + 6ENLARGED PLAN - NORTH BALCONY @ LEVEL 4, GRID 5 + 6ENLARGED PLAN - NORTH BALCONY @ LEVEL 4, GRID 5 + 6

RE: 1/4" = 1'-0" A102A1E1E1E1E1 ENLARGED PLAN - NORTH BALCONY @ LEVEL 3ENLARGED PLAN - NORTH BALCONY @ LEVEL 3ENLARGED PLAN - NORTH BALCONY @ LEVEL 3ENLARGED PLAN - NORTH BALCONY @ LEVEL 3

RE: 3/8" = 1'-0" A105A1K7K7K7K7 SECTION LOOKING EAST @ NORTH BALCONYSECTION LOOKING EAST @ NORTH BALCONYSECTION LOOKING EAST @ NORTH BALCONYSECTION LOOKING EAST @ NORTH BALCONYRE: 1/4" = 1'-0" A105A1K1K1K1K1 SECTION LOOKING NORTH AT NORTH BALCONYSECTION LOOKING NORTH AT NORTH BALCONYSECTION LOOKING NORTH AT NORTH BALCONYSECTION LOOKING NORTH AT NORTH BALCONY

RE: 1/4" = 1'-0" A102A1E12E12E12E12 ENLARGED PLAN - N BALCONY @ LEVEL 3, GRID 8ENLARGED PLAN - N BALCONY @ LEVEL 3, GRID 8ENLARGED PLAN - N BALCONY @ LEVEL 3, GRID 8ENLARGED PLAN - N BALCONY @ LEVEL 3, GRID 8

RE: 1/4" = 1'-0" A103A1A12A12A12A12 ENLARGED PLAN - N BALCONY @ LEVEL 4, GRID 8ENLARGED PLAN - N BALCONY @ LEVEL 4, GRID 8ENLARGED PLAN - N BALCONY @ LEVEL 4, GRID 8ENLARGED PLAN - N BALCONY @ LEVEL 4, GRID 8RE: 1/4" = 1'-0" A102A1A16A16A16A16 ENLARGED PLAN - WEST BALCONYENLARGED PLAN - WEST BALCONYENLARGED PLAN - WEST BALCONYENLARGED PLAN - WEST BALCONY



(05511)

T.O.STEEL

15' 5 1/8"

SECOND FLOOR

16' 5 1/2"

EXTERIOR WOOD DECKING

(06150)

STEEL ANGLE (05511)


(05511)


(05511)


(05511)

10"


EXISTING CONC SLAB

RE: STRUC


STOREFRONT (08411)

10"

RE: STRUC

SECOND FLOOR

16' 5 1/2"

T.O.STEEL

15' 5 1/8"


(05500)


(06150)


(05521)


(05500)

10"

MULTIWALLED STRUCTURED

POLYCARBONATE GLAZING

SYSTEM.

RE: STRUC



(05521)


(06150)

WITH GASKET

WITH GASKET

STEEL ANGLE (05521)



(05521)

3' - 6"

1"3"

1' - 2"

1' - 2"


(05521)



(05521)


(05521)


(05511)

10"

RE: STRUC


(06150)

STEEL ANGLE (05500)

SECOND FLOOR

16' 5 1/2"SECOND FLOOR

16' 5 1/2"


(05511)


(05500)



(05521)


(05521)


(05511)

10"

RE: STRUC


(06150)

STEEL ANGLE (05511)

SECOND FLOOR

16' 5 1/2"


(05511)

STEEL TIE ROD (05120)

3' - 6"

1/2"

STEEL ANGLE (05500)

MITER CUT , WELD AND GRIND


(05500)

STEEL TIE ROD (05120)


(06150)



(05521)

3"


(05500)


(05500)

SS CARRIAGE BOLTS WITH

SS WASHERS COUNTER

SUNK, ROUTED EXPANSION

JOINT


1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

M

N

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

M

N


Date:

Proj. Architect:

Drawn By:

Project No.

Checked By:


13707 Wyandotte St.


tel 816.942.6355

CIVIL ENGINEER

Olsson Associates


Suite 200


tel 913.381.1170

fax 913.381.1174


Consultants, P.A.



tel. 785-842-6464

STRUCTURAL ENGINEER


4338 Belleview


tel 816.531.4144

fez 816.531.8572


10016 Darnell Rd.


tel 913.888.3991




tel 816.783.1500

fax 816.783.1501


1703 Wyandotte

Suite 400


tel 816.472.0900

16 17 18

16 17 18

P

Q

P

Q


3104 Haskell Ave #A

Lawrence, KS 66046

tel. 785.748.0777

2005. JULY.12

2120 WYANDOTTE


2/1/2007 10:12:02 PM

A411

NORTH BALCONY

PLANS, SECTIONS, &

DETAILS

FREIGHTHOUSE FLATS

04106

Designer

Author

CONSTRUCTION SET


5700 Golden Bear


RE: 3" = 1'-0" A410A1A11A11A11A11 DETAIL @ BALCONY - NORTH ELEVATIONDETAIL @ BALCONY - NORTH ELEVATIONDETAIL @ BALCONY - NORTH ELEVATIONDETAIL @ BALCONY - NORTH ELEVATION

RE: 3" = 1'-0"H15H15H15H15 DETAIL @ BALCONY - SECONDARY TUBE STEELDETAIL @ BALCONY - SECONDARY TUBE STEELDETAIL @ BALCONY - SECONDARY TUBE STEELDETAIL @ BALCONY - SECONDARY TUBE STEEL

RE: 3" = 1'-0" A410K1M15M15M15M15 DETAIL @ BALCONY SCREENDETAIL @ BALCONY SCREENDETAIL @ BALCONY SCREENDETAIL @ BALCONY SCREEN

RE: 3" = 1'-0" A201H1A1A1A1A1 DETAIL @ BALCONY - TYP. RAILSDETAIL @ BALCONY - TYP. RAILSDETAIL @ BALCONY - TYP. RAILSDETAIL @ BALCONY - TYP. RAILS

RE: 3" = 1'-0" A410A7H11H11H11H11 DETAIL @ BALCONY - W & E EDGE RAILSDETAIL @ BALCONY - W & E EDGE RAILSDETAIL @ BALCONY - W & E EDGE RAILSDETAIL @ BALCONY - W & E EDGE RAILS

RE: 3" = 1'-0" A410A1K5K5K5K5 DETAIL @ BALCONY - CORNERDETAIL @ BALCONY - CORNERDETAIL @ BALCONY - CORNERDETAIL @ BALCONY - CORNER


BBBB

SECOND FLOOR

8' - 5"

First Floor

-8"

Level Alley

7"

CCCC

/L8 A700

1. ALL SIGNS DESIGNATING ROOMS ARE TO BE MOUNTED TO THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR.

2. ALL LETTERING TO BE ACCOMPANIED BY GRADE 2 BRAILLE, ACCORDING TO ADA INTERIOR SIGNAGE REQUIREMENTS.

3. ALL LETTERING AND BRAILLE TO BE EMBOSSED 1/32" FROM PLATE SURFACE, U.N.O.

4. ALL INTERIOR SIGNAGE TO BE FABRICATED OF COR-TEN STEEL PER ARCHITECTURE SAMPLE, T.B.D.

4. FINISH TO MATCH EXTERIOR SIGNAGE.

5. FONT AS SPECIFIED BY ARCHITECT.

05

11"

11"

GRADE 2 BRAILLE

PLATE STEEL (05500)

INTERSTATE REGULAR CONDENSED (7")

1"9"

1"

1" 3" 7" 2"

,3/16"

1. ALL EXTERIOR SIGNAGE TO BE FABRICATED OF COR-TEN STEEL PER ARCHITECTURE SAMPLE, T.B.D


1' -

3"

3 3/

8"2

5/8"

3 3/

8"

PLATE STEEL (05500)3/8", UNFINISHED

2' - 0"

CUT OUTS3'

- 0

"

5 1/

4"2'

- 1

1/2

"5

1/4"

1 1/

2"1

1/2"

5" 6 3/4" 1' - 0 1/2" 6 3/4" 5"

1 1/2" 1 1/2"

3' - 0"

1' - 0 3/4" 3 3/4" 6 3/4" 1' - 0 3/4"

STL SHOULDER SCREW,

TAMPER PROOF

PIN-IN-HEX SOCKET

1 1/2"

1 1/

2"

3/8" 3"

3' -

0"


STL SHOULDER SCREW,

TAMPER PROOF

PIN-IN-HEX SOCKET

11"

1 1/2"

1/4"3/16"

ADD ALTERNATE LED LIGHT

Z-CLIP

PLATE STEEL (05500)

EMBOSSED LETTERINGGYPSUM BOARD, TYPE X 5/8"

(09250)

,3/16"


1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

M

N

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

M

N


Date:

Proj. Architect:

Drawn By:

Project No.

Checked By:


13707 Wyandotte St.


tel 816.942.6355

CIVIL ENGINEER

Olsson Associates


Suite 200


tel 913.381.1170

fax 913.381.1174


Consultants, P.A.



tel. 785-842-6464

STRUCTURAL ENGINEER


4338 Belleview


tel 816.531.4144

fez 816.531.8572


10016 Darnell Rd.


tel 913.888.3991




tel 816.783.1500

fax 816.783.1501


1703 Wyandotte

Suite 400


tel 816.472.0900

16 17 18

16 17 18

P

Q

P

Q


3104 Haskell Ave #A

Lawrence, KS 66046

tel. 785.748.0777

2005. JULY.12

2120 WYANDOTTE


2/1/2007 10:12:16 PM

A700

INTERIOR & EXTERIOR

SIGNAGE

FREIGHTHOUSE FLATS

04106

Designer

Author

CONSTRUCTION SET


5700 Golden Bear


RE: 3/8" = 1'-0" A100A1L1L1L1L1 APARTMENT ENTRANCE ELEVATION, TYP.APARTMENT ENTRANCE ELEVATION, TYP.APARTMENT ENTRANCE ELEVATION, TYP.APARTMENT ENTRANCE ELEVATION, TYP.

RE: 1 1/2" = 1'-0"

INTERIOR SIGNAGE GENERAL NOTESINTERIOR SIGNAGE GENERAL NOTESINTERIOR SIGNAGE GENERAL NOTESINTERIOR SIGNAGE GENERAL NOTES

RE: 3" = 1'-0" A700L1L8L8L8L8 INTERIOR SIGNAGE ELEVATION, TYP.INTERIOR SIGNAGE ELEVATION, TYP.INTERIOR SIGNAGE ELEVATION, TYP.INTERIOR SIGNAGE ELEVATION, TYP.

RE: 1 1/2" = 1'-0"

EXTERIOR SIGNAGE GENERAL NOTESEXTERIOR SIGNAGE GENERAL NOTESEXTERIOR SIGNAGE GENERAL NOTESEXTERIOR SIGNAGE GENERAL NOTES

RE: 1 1/2" = 1'-0" A200H8E8E8E8E8 SOUTHEAST ELEVATION EXTERIOR SIGNAGESOUTHEAST ELEVATION EXTERIOR SIGNAGESOUTHEAST ELEVATION EXTERIOR SIGNAGESOUTHEAST ELEVATION EXTERIOR SIGNAGERE: 1 1/2" = 1'-0"E15E15E15E15 DETAIL SOUTHEAST ELEVATION EXTERIOR SIGNAGEDETAIL SOUTHEAST ELEVATION EXTERIOR SIGNAGEDETAIL SOUTHEAST ELEVATION EXTERIOR SIGNAGEDETAIL SOUTHEAST ELEVATION EXTERIOR SIGNAGE

RE: 3" = 1'-0"L15L15L15L15 DETAIL INTERIOR SIGNAGEDETAIL INTERIOR SIGNAGEDETAIL INTERIOR SIGNAGEDETAIL INTERIOR SIGNAGE


1111 2222 3333 4444 5555 6666 7777 8888 9999

BBBB

DDDD

EEEE

AAAA

FFFF

EXISTING 1 STORY BUILDING TO BE REMOVED

1

18

1

1

8

14

13

19

20

17

5

3

5

12

11

10

9

6

6

39

6

6

7

7

77

6

39

7

7

6

21

22

41

24

25

26

27

28

29

30

5

3

UP

CCCC

4039

39

38

42

9

44

45

2' - 5"

2' - 5" 38

46

46

47

G.CG.CG.CG.C

-

NOTES:

1. FACE BRICK TO REMAIN, CLEAN AND REPAIR.

2. TERRACOTTA BLOCK TO REMAIN, CLEAN AND REPAIR, TYP.

3. THOROUGHLY CLEAN ALL EXPOSED BRICK, STONE AND CONCRETE AND REPAIR AS NEEDED.

4. CLEAN AND REPAIR OPENING TO RECEIVE NEW GLAZING SYSTEM.

5. CONCRETE STRUCTURE TO REMAIN, CLEAN AND SEAL, TYP.

6. REMOVE INFILL BRICK, CMU, OR WOOD.

7. REMOVE EXISTING GLAZING SYSTEM.

8. LEAVE 8" IN EXISTING CONCRETE SLAB ON GRADE.

9. EXISTING MASONRY WALL TO BE REMOVED.

10. EXISTING CONCRETE STAIR, ELEVATOR AND ELEVATOR EQUIPMENT TO BE REMOVED.

11. STEEL BEAMS AND CEILING LIFT TO REMAIN.

12. EXISTING WOOD JOISTS TO BE REMOVED AND SALVAGED.

13. I-BEAM AND TROLLEY TO REMAIN.

14. REMOVE ALL SUSPENDED HEATING AND LIGHTING SYSTEMS.

15. EXISTING CONCRETE STAIRS TO BE REMOVED; DOWEL AND FILL OPENING RE: STRUCTRAL.

16. REMOVE EXISTING CONCRETE SLAB.

17. REMOVE OVERHEAD COILING DOOR.

18. HISTORICAL ENTRY TO REMAIN, CLEAN AND REPAIR AS NEEDED.

19. ELECTRICAL METERS AND SERVICES TO BE REMOVED.

20. REMOVE TRUCK BUMPER ASSEMBLY.

21. REMOVE GAS METER.

22. PROTECT AND RETAIN EXISTING COLUMNS.

23. EXISTING CANOPY TO REMAIN.

24. REMOVE ANY METAL PROJECTIONS, CLEAN CONCRETE.

25. REMOVE WALL MOUNTED ELECTRICAL FIXTURE.

26. REMOVE DOOR AND CHAIN LINK ASSEMBLY.

27. REMOVE ELECTRIC PANELS AND CONDUIT.

28. DEMOLISH EXISTING (1) ONE STORY BUILDING.

29. REMOVE HANDRAILS AND GUARDS.

30. REMOVE CONCRETE STAIRS AND RAILINGS.

31. REMOVE EXISTING MASONRY CLEAN AND REPAIR OPENING.

32. EXISTING MASONRY WALL TO BE DISASSEMBLED. BRICK TO BE CLEANED AND STORED.

33. CUT OPENING IN EXISTING ROOF DECK.

34. EXISTING ROOF DRAINS TO REMAIN.

35. REMOVE EXISTING ROOF AND SUBSTRUCTURE DOWN TO CONCRETE DECK. CLEAN AND REPAIR EXISTING CONCRETE DECK.

36. REPAIR MASONRY PARAPET.

37. CUT AND REMOVE PARAPET. CLEAN AND PATCH OPENINGS. BRICK AND PARAPET CAP TO BE CLEANED AND STORED.

38. REMOVE REMAINING TROLLEY AND STEEL BEAMS.

39. REMOVE EXISTING SECTIONAL OVERHEAD DOORS AND HARDWARE.

40. CUT EXISTING WINDOW OPENING TO FINISH FLOOR LEVEL, CLEAN AND SALVAGE EXISTING BRICK AND STONE.

41. REMOVE 12" OF CONCRETE SLAB.

42. REMOVE CONCRETE SLAB AT ENTRY.

43. REMOVE EXISTING PENTHOUSE, SALVAGE MASONRY.

44. REMOVE AND SALVAGE ELEVATOR DOORS.

45. REMOVE AND SALVAGE MASORY FROM FLUE STACK.

46. DOWEL AND FILL OPENING RE: STRUCTRAL.

47. EXISTING COLUMN FOOTING RE: STRUCTURAL.


1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

M

N

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

M

N


Date:

Proj. Architect:

Drawn By:

Project No.

Checked By:


13707 Wyandotte St.


tel 816.942.6355

CIVIL ENGINEER

Olsson Associates


Suite 200


tel 913.381.1170

fax 913.381.1174


Consultants, P.A.



tel. 785-842-6464

STRUCTURAL ENGINEER


4338 Belleview


tel 816.531.4144

fez 816.531.8572


10016 Darnell Rd.


tel 913.888.3991




tel 816.783.1500

fax 816.783.1501


1703 Wyandotte

Suite 400


tel 816.472.0900

16 17 18

16 17 18

P

Q

P

Q


3104 Haskell Ave #A

Lawrence, KS 66046

tel. 785.748.0777

2005. JULY.12

2120 WYANDOTTE


2/1/2007 10:12:25 PM

D100

DEMOLITION PLAN -

FIRST FLOOR PLAN

FREIGHTHOUSE FLATS

04106

Designer

Author

CONSTRUCTION SET


5700 Golden Bear


RE: 1/8" = 1'-0" A200H8A1A1A1A1 DEMOLITION PLAN - EXISTING LEVEL 1DEMOLITION PLAN - EXISTING LEVEL 1DEMOLITION PLAN - EXISTING LEVEL 1DEMOLITION PLAN - EXISTING LEVEL 1

RE: 1" = 1'-0"




Sep 02, 2005

BBBB

SECOND FLOOR

8' - 5"

First Floor

-8"

Level Alley

7"

CCCC

/L8 A700

1. ALL SIGNS DESIGNATING ROOMS ARE TO BE MOUNTED TO THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR.

2. ALL LETTERING TO BE ACCOMPANIED BY GRADE 2 BRAILLE, ACCORDING TO ADA INTERIOR SIGNAGE REQUIREMENTS.

3. ALL LETTERING AND BRAILLE TO BE EMBOSSED 1/32" FROM PLATE SURFACE, U.N.O.

4. ALL INTERIOR SIGNAGE TO BE FABRICATED OF COR-TEN STEEL PER ARCHITECTURE SAMPLE, T.B.D.

4. FINISH TO MATCH EXTERIOR SIGNAGE.


05

11"

11"

GRADE 2 BRAILLE

PLATE STEEL (05500)

INTERSTATE REGULAR CONDENSED (7")

1"9"

1"

1" 3" 7" 2"

,3/16"

1. ALL EXTERIOR SIGNAGE TO BE FABRICATED OF COR-TEN STEEL PER ARCHITECTURE SAMPLE, T.B.D


1' -

3"

3 3/

8"2

5/8"

3 3/

8"


2' - 0"

CUT OUTS3'

- 0

"

5 1/

4"2'

- 1

1/2

"5

1/4"

1 1/

2"1

1/2"

5" 6 3/4" 1' - 0 1/2" 6 3/4" 5"

1 1/2" 1 1/2"

3' - 0"

1' - 0 3/4" 3 3/4" 6 3/4" 1' - 0 3/4"

STL SHOULDER SCREW,

TAMPER PROOF

PIN-IN-HEX SOCKET

1 1/2"

1 1/

2"

3/8" 3"

3' -

0"


STL SHOULDER SCREW,

TAMPER PROOF

PIN-IN-HEX SOCKET

11"

1 1/2"

1/4"3/16"

ADD ALTERNATE LED LIGHT

Z-CLIP

PLATE STEEL (05500)

EMBOSSED LETTERINGGYPSUM BOARD, TYPE X 5/8"

(09250)

,3/16"


1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

M

N

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

M

N


Date:

Proj. Architect:

Drawn By:

Project No.

Checked By:


13707 Wyandotte St.


tel 816.942.6355

CIVIL ENGINEER

Olsson Associates


Suite 200


tel 913.381.1170

fax 913.381.1174


Consultants, P.A.



tel. 785-842-6464

STRUCTURAL ENGINEER


4338 Belleview


tel 816.531.4144

fez 816.531.8572


10016 Darnell Rd.


tel 913.888.3991




tel 816.783.1500

fax 816.783.1501


1703 Wyandotte

Suite 400


tel 816.472.0900

16 17 18

16 17 18

P

Q

P

Q


3104 Haskell Ave #A

Lawrence, KS 66046

tel. 785.748.0777

2005. JULY.12

2120 WYANDOTTE


2/1/2007 10:12:16 PM

A700

INTERIOR & EXTERIOR

SIGNAGE

FREIGHTHOUSE FLATS

04106

Designer

Author

CONSTRUCTION SET


5700 Golden Bear


RE: 3/8" = 1'-0" A100A1L1L1L1L1 APARTMENT ENTRANCE ELEVATION, TYP.APARTMENT ENTRANCE ELEVATION, TYP.APARTMENT ENTRANCE ELEVATION, TYP.APARTMENT ENTRANCE ELEVATION, TYP.

RE: 1 1/2" = 1'-0"

INTERIOR SIGNAGE GENERAL NOTESINTERIOR SIGNAGE GENERAL NOTESINTERIOR SIGNAGE GENERAL NOTESINTERIOR SIGNAGE GENERAL NOTES

RE: 3" = 1'-0" A700L1L8L8L8L8 INTERIOR SIGNAGE ELEVATION, TYP.INTERIOR SIGNAGE ELEVATION, TYP.INTERIOR SIGNAGE ELEVATION, TYP.INTERIOR SIGNAGE ELEVATION, TYP.

RE: 1 1/2" = 1'-0"

EXTERIOR SIGNAGE GENERAL NOTESEXTERIOR SIGNAGE GENERAL NOTESEXTERIOR SIGNAGE GENERAL NOTESEXTERIOR SIGNAGE GENERAL NOTES

RE: 1 1/2" = 1'-0" A200H8E8E8E8E8 SOUTHEAST ELEVATION EXTERIOR SIGNAGESOUTHEAST ELEVATION EXTERIOR SIGNAGESOUTHEAST ELEVATION EXTERIOR SIGNAGESOUTHEAST ELEVATION EXTERIOR SIGNAGERE: 1 1/2" = 1'-0"E15E15E15E15 DETAIL SOUTHEAST ELEVATION EXTERIOR SIGNAGEDETAIL SOUTHEAST ELEVATION EXTERIOR SIGNAGEDETAIL SOUTHEAST ELEVATION EXTERIOR SIGNAGEDETAIL SOUTHEAST ELEVATION EXTERIOR SIGNAGE

RE: 3" = 1'-0"L15L15L15L15 DETAIL INTERIOR SIGNAGEDETAIL INTERIOR SIGNAGEDETAIL INTERIOR SIGNAGEDETAIL INTERIOR SIGNAGE


1111 2222 3333 4444 5555 6666 7777 8888 9999

BBBB

DDDD

EEEE

AAAA

FFFF

1

2

114

5

3

5

9

7

7

7

77

7

7

7

23

27

2

5

3

40

7

16

6' -

5 3

/4"

31

15' - 9 1/2" 7' - 0 3/8" 3' - 5" 9' - 2"6' - 1 7/8"2' - 11 3/4"10' - 10" 3' - 10 1/2"4' - 5" 5' - 3 1/4"

3131313131

15

UP

10

UP

CCCC


31

33

7

77

9

44

45

46

G.CG.CG.CG.C

-

NOTES:

















































1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

M

N

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

M

N


Date:

Proj. Architect:

Drawn By:

Project No.

Checked By:


13707 Wyandotte St.


tel 816.942.6355

CIVIL ENGINEER

Olsson Associates


Suite 200


tel 913.381.1170

fax 913.381.1174


Consultants, P.A.



tel. 785-842-6464

STRUCTURAL ENGINEER


4338 Belleview


tel 816.531.4144

fez 816.531.8572


10016 Darnell Rd.


tel 913.888.3991




tel 816.783.1500

fax 816.783.1501


1703 Wyandotte

Suite 400


tel 816.472.0900

16 17 18

16 17 18

P

Q

P

Q


3104 Haskell Ave #A

Lawrence, KS 66046

tel. 785.748.0777

2005. JULY.12

2120 WYANDOTTE


2/1/2007 10:12:40 PM

D102

DEMOLITION PLAN -

SECOND FLOOR PLAN

FREIGHTHOUSE FLATS

04106

Designer

Author

CONSTRUCTION SET


5700 Golden Bear


RE: 1/8" = 1'-0" A012F10A1A1A1A1 DEMOLITION PLAN - EXISTING LEVEL 2DEMOLITION PLAN - EXISTING LEVEL 2DEMOLITION PLAN - EXISTING LEVEL 2DEMOLITION PLAN - EXISTING LEVEL 2

RE: 1" = 1'-0"




Sep 02, 2005

1111 2222 3333 4444 5555 6666 7777 8888 9999

BBBB

DDDD

EEEE

AAAA

FFFF

1

2

114

5

3

5

9

7

7

7

77

7

7

7

7

2

5

3

16

6' -

5 3

/4"

15' - 9 1/2" 7' - 5 1/8" 3' - 5" 9' - 2"5' - 0" 6' - 1 7/8"6' - 8 3/8" 2' - 11 3/4"10' - 10" 3' - 10 1/2"4' - 5" 5' - 3 1/4"

313131313131

15

DN

10

UP

CCCC

G.BG.BG.BG.B

31

33

7

27

7

7

7

9

44

45

3' -

1 7

/8"

3' -

1 7

/8"

40

40

46

G.CG.CG.CG.C

-

NOTES:

















































1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

M

N

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

J

K

L

M

N


Date:

Proj. Architect:

Drawn By:

Project No.

Checked By:


13707 Wyandotte St.


tel 816.942.6355

CIVIL ENGINEER

Olsson Associates


Suite 200


tel 913.381.1170

fax 913.381.1174


Consultants, P.A.



tel. 785-842-6464

STRUCTURAL ENGINEER


4338 Belleview


tel 816.531.4144

fez 816.531.8572


10016 Darnell Rd.


tel 913.888.3991




tel 816.783.1500

fax 816.783.1501


1703 Wyandotte

Suite 400


tel 816.472.0900

16 17 18

16 17 18

P

Q

P

Q


3104 Haskell Ave #A

Lawrence, KS 66046

tel. 785.748.0777

2005. JULY.12

2120 WYANDOTTE


2/1/2007 10:12:53 PM

D103

DEMOLITION PLAN -

THIRD FLOOR PLAN

FREIGHTHOUSE FLATS

04106

Designer

Author

CONSTRUCTION SET


5700 Golden Bear


RE: 1/8" = 1'-0" A013H5A1A1A1A1 DEMOLITION PLAN - EXISTING LEVEL 3DEMOLITION PLAN - EXISTING LEVEL 3DEMOLITION PLAN - EXISTING LEVEL 3DEMOLITION PLAN - EXISTING LEVEL 3

RE: 1" = 1'-0"




Sep 02, 2005

ERROR: syntaxerrorOFFENDING COMMAND: --nostringval--

STACK:

-mark- /sfnts

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