Ramin Parsa Work Samples (Construction Drawings) by Ramin Parsa

RAMIN PARSA WORK SAMPLES (CONSTRUCTION DRAWINGS)

9/8/2017 1:30:32 PM

EXTERIOR ELEVATION GENERAL NOTES (NOT SHOWN). BRICK EXPANSION JOINT CONT. FROM BASE COURSE TO PARAPET ABOVE. BRICK EXPANSION JOINTS TO BE LOCATED EVERY 20'-0" O.C.

B.E.J.

ELEVATION DETAIL TAG. REFER TO SHEET A-521 FOR TYPICAL WALL SECTION DETAILS. EXPANSION JOINT LOCATION

A. B. C. D.

REFER TO SHEET A-520 FOR WALL & ROOF ASSEMBLIES. REFER TO SHEETS A-500, A-501, A-502, & A-503 FOR WALL PROFILES. REFER TO SHEET A-600 FOR WINDOW TYPES. BRICK TO BE LAYED IN THIRD RUNNING BOND

MATERIAL LEGEND ST-01

FC-01

BR-01

FC-02

1 A-211

A-500

FC-01 2

ST-03

SIM

WS-01

1 A-212

A-500 RA-3 FC-08 WDST-04

FC-02

WDST-04

BR-01

RA-5

A-502

FC-01 BR-01

SIM

ST-03

A-501

KEYNOTE LEGEND KEY

ROOF 29' - 10" 2' - 3" 7' - 0"

RA-5

MTL-04

6' - 4"

2' - 3"

STSTL-07

6' - 0"

7' - 0"

6' - 0"

SIM

FC-08

MTL-04

ROOF 29' - 10"

WD-12 STSTL-07 WD-11

BR-01

ST-03 ST-01

WS-01 1

3' - 0"

3' - 0" 7' - 0"

SECOND FLOOR 16' - 0"

7' - 0"

SECOND FLOOR 16' - 0"

FIRST FLOOR 0' - 0"

6' - 0"

9' - 0"

12' - 0"

GL-10

1580 Austin Pike Rd, Washington Township, Ohio 45458

KEYNOTE

BR-01 FC-01 FC-02 FC-08 GL-10 MTL-04 RA-3 RA-5 ST-01 ST-03 STSTL-07 WD-11 WD-12 WDST-04 WS-01

CLAY FACE BRICK 1 FIBER CEMENT PANELS 1 FIBER CEMENT PANELS 2 FIBER CEMENT SOFFIT AND FASCIA W/ GRAVEL STOP SAFETY GLASS CONTINUOUS METAL COPING ROOF ASSEMBLY 3 ROOF ASSEMBLY 5 STONE VENEER CAST STONE CAP STAINLESS STEEL CABLE RAIL TREATED WOOD DECKING AND FASCIA WOOD POSTS EXPOSED LVL BEAMS, REFER TO STRUCTURAL WOOD SIDING

Date

Issued For

09/08/2017 ISSUED FOR SD & PRICING

FIRST FLOOR 0' - 0"

12' - 0"

WS-01 ST-01 ST-03

WS-01

A-212

Centerville Senior Living Community

SIM

WS-01

GL-10

7 OVERALL EAST ELEVATION AREA B

6 NORTH ELEVATION AL DINING

SCALE: 1/8" = 1'-0"

ST-03 BR-01 FC-01

SIM

A-501

MTL-04

SIM

A-500

SIM

A-500

SIM

MTL-04

A-500

RA-3

A-502

FC-01 FC-02 ST-03

WS-01

SIM

FC-08

MTL-04

WDST-04

FC-01

SIM

A-212

A-502

BR-01

A-501

RA-3 WDST-04

FC-02

ROOF - 10"

ROOF 29' - 10" 2' - 0"

2' - 0"

WD-12 29' STSTL-07

STSTL-07 WD-12 WD-11

7' - 0"

WD-11

FIRST FLOOR 0' - 0"

BR-01

ST-03

WS-01

ST-01

8' - 0"

2' - 6"

SECOND FLOOR 16' - 0"

2' - 6"

SECOND FLOOR 16' - 0"

5' - 0"

7' - 0"

ST-03

5' - 0"

WS-01 ST-03

ST-01

5 OVERALL EAST ELEVATION AREA B SCALE: 1/8" = 1'-0"

SIM

MTL-04

BR-01

A-500

FC-01

FIRST FLOOR 0' - 0"

MTL-04 FC-01 WS-01

FC-02 BR-01

A-501

A-212

A-211

SIM

NO EYEBROW

SIM

4 SOUTH ELEVATION AREA E SCALE: 1/8" = 1'-0"

A-500

ST-03 BR-01 WS-01 MTL-04 FC-02

A-501

RA-3 FC-08

2' - 0"

WDST-04

ROOF 29' - 10"

WD-12

7' - 0"

STSTL-07 WD-11

8' - 0"

2' - 6"

SECOND FLOOR 16' - 0"

7' - 0"

FIRST FLOOR 0' - 0"

FC-02

ST-03 ST-01 WS-01

ST-03

ST-01

A-221

ST-01

3 EAST ELEVATION AREA E 1 A-501

SIM

A-212 RA-3 FC-08 WDST-04

2 BR-01 MTL-04 FC-02

A-500

MTL-04

MTL-04 FC-02

SIM ST-03

FC-02

ST-03 ST-01

A-211

A-502

RA-3

SIM

A-500

3' - 0"

6' - 0"

3' - 0"

FC-01

6' - 0"

STSTL-07 WD-12 WD-11

A-430

ST-03

ST-01

WS-01

SCALE: 1/8" = 1'-0"

A-224

GL-10

6' - 5 1/2"

3' - 5 1/2" WS-01 GL-10

6' - 0"

12' - 0"

4 4

WWW.HED.DESIGN

A-221 5 1

3' - 5 1/2" GL-10

6' - 5 1/2"

GL-10

6' - 5 1/2"

WS-01 ST-01

1 EAST ELEVATION AREA C SCALE: 1/8" = 1'-0"

A-222 A-222 2

3' - 0" 6' - 0"

1 East Wacker Drive Suite 200 Chicago, Illinois 60601 USA (312) 324-7410

A-220

7' - 0" 6' - 5 1/2"

A-221

RA-5

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

ST-01

2 NORTH ELEVATION AREA E

SECOND FLOOR 16' - 0"

3' - 0" ST-01

STSTL-07

7' - 0" WS-01 ST-03

A-223

WD-12

SECOND FLOOR 16' - 0"

FIRST FLOOR 0' - 0"

5 A-221

7' - 3"

ROOF 29' - 10" 2' - 3"

6' - 0"

MTL-04 FC-02

WDST-04

FC-01

ROOF 29' - 10"

C:\RevitLocals\2017-02705_Arch_HED_DM_mmartin.rvt

FC-08

EXPANSION JOINT

SCALE: 1/8" = 1'-0"

A-223

6 3

FIRST FLOOR 0' - 0"

A-222 A-222

A-222

2017-02705-0000

EXTERIOR ELEVATIONS

1 A-220 4 A-222

NOT FOR CONSTRUCTION

A-222

9/8/2017 3:50:07 PM

VINYL TREAD

CONTRASTING STRIPE

2X TREAD FRAMING VCT

1 3/4" LVL STRINGER VINYL TREADS

CONTRASTING STRIPE /2" 81 N.

1" 1 1/4" MAX

MI N.

2X P.T. NAILER

1 3/4" LVL STRINGER RESILIENT CHANNELS 2 LAYERS 5/8" GYP

SIMPSON LSSU I25 HANGER

Centerville Senior Living Community

1580 Austin Pike Rd, Washington Township, Ohio 45458

Date

15 STAIR AT FLOOR

11 STAIR AT FLOOR LANDING

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

09/08/2017 ISSUED FOR SD & PRICING

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

AT MID LANDING 7 STAIR NC SB

NB NB

NC 1 1/2" SB= 1'-0" SCALE:

SV SU

SB SB

Issued For

SVSU

NA NA

NY NY

STSS

NX NX

ST SS

SA SA

5 A-500

B/O DORMER 30' - 8" ROOF 2662' 29' - 10"

B/O DORMER 30' - 8" ROOF 29' - 10"

B/O Fourth DORMER Floor 30' - 8" ROOF 2662' 29' - 10"

B/O DORMER 30' - 8" ROOF 2662' 29' - 10"

B/O TRUSS - 10" B/O 27' TRUSS 26' - 10"

B/O TRUSS - 10" B/O27' TRUSS Roof 26' - 10"

B/O TRUSS 27' - 10"

SECOND FLOOR 16' - 0"

SECOND Second FLOOR Floor 2649' 16' - 0"

SECOND FLOOR 16' - 0"

B/O Struct 13' - 10 3/8"

FIRST FLOOR 0' - 0"

FIRST First FLOOR Floor 2633' 0' - 0"

FIRST FLOOR 0' - 0"

1 A-501

3 STAIR 1 - SECTION SCALE: 1/4" = 1'-0"

14 STAIR 4 - SECTION

10 STAIR 3 - SECTION

SCALE: 1/4" = 1'-0"

6 STAIR 2 - SECTION

SCALE: 1/4" = 1'-0"

26' - 4" 26' - 4 1/4" 4' - 8 3/8"

10T@ 11" = 9' - 2"

4' - 8 1/4"

13T @ 11" = 11' - 11"

9' - 8 3/4"

6' - 3 3/8"

12' - 5 7/8"

11T @ 11" = 10' - 1"

A-481

11T @ 11" = 10' - 1"

13 STAIR 4 - SECOND FLOOR

9 STAIR 3 - SECOND FLOOR

SCALE: 1/4" = 1'-0"

A-481

9' - 7 3/4"

2' - 4 3/4"

10' - 4 3/4"

8' - 8"

A-500

9' - 10"

6' - 4"

5 STAIR 2 - SECOND FLOOR

SCALE: 1/4" = 1'-0"

1' - 8 5/8"

1' - 0" 14

2 STAIR 1 - SECOND FLOOR

SCALE: 1/4" = 1'-0"

1 East Wacker Drive Suite 200 Chicago, Illinois 60601 USA

21' - 4" 4' - 11"

12T @ 11" = 11' - 0"

(312) 324-7410

5' - 5"

WWW.HED.DESIGN

A-481

11"

TYP.

3' - 8"

TYP.

6' - 1 7/8"

8' - 9 3/4"

4' - 0"

11"

4' - 6"

9' - 10"

CANE DETECTION

4' - 0"

11"

9' - 8 5/8"

3' - 8"

10' - 4 3/4" TYP.

3' - 8"

TYP.

4' - 0"

8' - 8"

C:\RevitLocals\2017-02705_Arch_HED_DM_mmartin.rvt

A-500

A-481

CANE DETECTION

4' - 5 3/8"

TYP. 3' - 8" TYP.

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

16T @ 11" = 14' - 7"

7' - 0 7/8"

13T @ 11" = 11' - 11"

TYP.

11"

13 T @ 11" = 11' - 0"

4' - 11"

CANE DETECTION

9' - 8 3/4"

2017-02705-0000

26' - 4 7/8"

12 STAIR 4 - FIRST FLOOR SCALE: 1/4" = 1'-0"

8 STAIR 3 - FIRST FLOOR SCALE: 1/4" = 1'-0"

21' - 3 3/8"

4 STAIR 2 - FIRST FLOOR SCALE: 1/4" = 1'-0"

1 STAIR 1 - FIRST FLOOR SCALE: 1/4" = 1'-0"

NOT FOR CONSTRUCTION

ENLARGED STAIR PLANS & SECTIONS

A-481

9/8/2017 1:52:00 PM

ASSEMBLY KEYNOTES KEY PARTITION AS SCHEDULED

COORDINATE PLATFORM HEIGHT WITH FINAL EQUIP. SELECTION. PER ADA STANDARDS, BOTTOM OF COMPARTMENT OPENING TO BE LOCATED 15" MIN. TO 36" MAX AFF.

STOREFRONT ASSEMBLY 1

WASHER DRYER AS SPECIFIED FIN. FLOOR AS SCHEDULED

BASE AS SCHEDULED FASCIA BD. TO BE ATTACHED WITH MIN. (6) 1/4" - 20 X 4" BOLTS WITH FENDER WASHERS AND LOCKNUTS ON BACKSIDE

7" MAX

PLATFORM TO RUN FULL WIDTH OF CLOSET

SFA-1

<10"

1" PT-GRADE WD

3" MIN.

NOTES: PLATFORM REQUIREMENTS BASED ON HAIER HLC1700AXS

MATERIAL OR ASSEMBLY

3/4" PLYWOOD SHEATHING 10" MAX

SECURE PLATFORM TO ADJACENT WALL IN MINIMUM TWO PLACES

B/T LATERAL SUPPORTS DEPTH OF CLOSET (COORDINATE W/BIFOLD DOOR)

SUBFLOOR

VARIES BY UNIT

14 ACCESSIBLE WASHER/DRYER PLATFORM - SECTION SCALE: 1 1/2" = 1'-0"

+/- 1 3/16"

1/4" MAX VERTICAL LIP AT TRANSITION

+/- 1/16"

FLOORING; RAMP UP AT 1/4" PER FT

SCHEDULED ROLLIN SHOWER BASE

1580 Austin Pike Rd, Washington Township, Ohio 45458

PROVIDE 1/2" MINERAL BOARD PER UL # L521, SYSTEM 2 OCCURS AT SECOND FLOOR UNITS 1 1/4"

NOTE: • CONTRACTOR TO CONFIRM ROLL-IN SHOWER BASE THICKNESS AND SIZE PRIOR TO RECESSING SLAB OR OMITTING TOPPING • PROVIDE WATERPROOFING AT SHOWERS ON SECOND FLOOR ONLY.

1/4" MAX VERT. RISE

SEAL FLOORING TO SHOWER AS REQD

Centerville Senior Living Community

Date

Issued For

09/08/2017 ISSUED FOR SD & PRICING

OMIT ACOUSTICAL MAT IN AREA OF TOILET ROOM; PROVIDE CONTINUOUS WATERPROOFING MEMBRANE AS SHOWN BELOW SHOWER BASE AND GYPSUM TOPPING

TRANSITION @ TYPICAL FLOOR SYSTEM

UNDERSIDE OF DECK SUPPORT RODS

SEAL FLOORING TO SHOWER AS REQD 1/4" MAX VERTICAL LIP AT TRANSITION

SCHEDULED ROLLIN SHOWER BASE

+/- 1 3/16"

RECESSED SLAB ON GRADE FOR ROLL-IN SHOWER; REFER TO STRUCT DWGS

+/- 1/16"

REFER TO RCP FOR HEIGHT CEILING AS SCHEDULED

3/4"

FLOORING, REFER TO SCHEDULE

PROJECTOR SCREEN, REFER TO MANUFACTURER FOR DIMENSIONS AND ANCHOR REQ'D; REFER TO LOW VOLTAGE FOR MORE INFO.

TRANSITION @ SLAB ON GRADE

SCALE: 6" = 1'-0"

WALL ASSEMBLY VARIES, REFER TO EXT. ELEVATIONS

REFER TO STRUCTURAL FOR HEADER

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

NOTE: ALL FRAMING MUST BE NONCOMBUSTIBLE (METAL STUDS) OR FIRERETARDANT TREATED WOOD (UL LISTED)

DIAGONAL BRACING CEILING AS SCHEDULED

FASTENERS THROUGH BRACKET HOLES

LIGHT FIXTURE, SEE ELECTRICAL

FASCIA

WOOD BLOCKING

3/4" FIRE RETARDANT TREATED PLYWOOD BASE

SOLAR SHADE FABRIC WITH HEM BAR SEALED INSIDE SHADE CLOTH

FINISH FLOOR ALIGN

CORNER BEAD

SFA-1

9" TYP.

8 FLOORING TRANSITION - TILE BASE DETAIL SCALE: 3" = 1'-0"

7 CEILING DETAIL - MOTORIZED SHADES SCALE: 1 1/2" = 1'-0"

REFER TO RCP FOR HEIGHT CEILING AS SCHEDULED 1'-0" - DINING, PUB,

PROVIDE FLEXIBLE SEALANT AT BASE TO FLOOR TILE JOINT

MANUFACTURERPROVIDED SHADE AND BRACKET; REFER TO SPECS.

1'-0" - QUIET ROOM

SCHEDULED TILE BASE TO BE ALIGNED WITH FLOOR TILE, SEE FINISH SCHEDULE FOR MORE INFORMATION

1'-0" - THEATER/CHAPEL

WALL TILE, SEE FINISH SCHEDULE FOR MORE INFORMATION

4 CEILING DETAIL - PROJECTION SCREEN SLOT

GAME ROOM

9 FLOORING TRANSITION - UNIT SHOWER

CEILING AS SCHEDULED

3 CEILING DETAIL - LIGHT COVE - WOOD SCALE: 1 1/2" = 1'-0"

JOHNSONITE REDUCER STRIP; SUBMIT FULL RANGE OF FINISHES FOR SELECTION

SUBFLOOR SCHEDULED CEILING

RESILENT FLOORING

SCHEDULED RESILIENT FLOORING

SCHLUTER RENO-U METAL TRANSITION STRIP (JOHNSONITE SLIMLINE IN UNITS), SUBMIT FULL RANGE OF FINISHES FOR SELECTION SCHEDULED CARPET

NOTE: LEVEL CHANGES IN ALL AREAS, INCLUDING ALL LEVEL CHANGES WITHIN ALL UNITS MUST BE 1/2" MAXIMUM IN HEIGHT. ANY LEVEL CHANGES OVER 1/4" HIGH MUST BE BEVELED AT 1:2 MAXIMUM. TYPICAL

12 FLOORING TRANSITION - RESILIENT/CARPET SCALE: 6" = 1'-0"

REFER TO RCP FOR HEIGHT CEILING AS SCHEDULED GYP. BD ON 20 GA METAL STUD FRAMING 16" O.C.. CONTINUOUS ROUNDED CORNER BEAD SHADOW MOLD EDGE TRIM TYPICAL

GYP BD, PAINTED, ON METAL STUD FRAMING

VARIES, SEE RCP

SCHEDULED CEILING

REFER TO RCP

5 CEILING DETAIL - COFFERED/BEAM SCALE: 1 1/2" = 1'-0"

2 CEILING DETAIL - ACT TO GYP TRANSITION SCALE: 1 1/2" = 1'-0"

FIRE RATED ASSEMBLY, FRAMING ATTACHMENT MUST NOT COMPROMISE RATING, REFER TO UL ASSEMBLY REQUIREMENTS

SCHLUTER SHIENE METAL TRANSITION STRIP; SUBMIT FULL RANGE OF FINISHES FOR SELECTION

EXTEND STUDS AND SECURE TO STRUCTURE ABOVE

SCHEDULED PORCELAIN TILE

SCHEDULED CARPET

MIN,

11 FLOORING TRANSITION - PORCELAIN TILE/CARPET

SUBFLOOR

CORNER BEAD (TYP)

WWW.HED.DESIGN

SEE RCP

DIAGONAL BRACING

SEE RCP

SCHEDULED CARPET

SEE RCP SEE RCP

JOHNSONITE REDUCER STRIP; SUBMIT FULL RANGE OF FINISHES FOR SELECTION

SEE RCP

GYP. BD ON 20 GA METAL STUD FRAMING 16" O.C.

(312) 324-7410

EXTEND STUDS AND SECURE TO STRUCTURE ABOVE

CEILING AS SCHEDULED

SCALE: 6" = 1'-0"

1 East Wacker Drive Suite 200 Chicago, Illinois 60601 USA

FIRE RATED ASSEMBLY (WHERE EXISTS), FRAMING ATTACHMENT MUST NOT COMPROMISE RATING, REFER TO UL ASSEMBLY REQUIREMENTS

CEILING AS SCHEDULED

MORTAR BED

1/4"

C:\RevitLocals\2017-02705_Arch_HED_DM_mmartin.rvt

DIAGONAL BRACING

NOTE: ALL FRAMING MUST BE NONCOMBUSTIBLE (METAL STUDS) OR FIRERETARDANT TREATED WOOD (UL LISTED)

MIN,

SCALE: 6" = 1'-0"

VARIES, SEE RCP

13 FLOORING TRANSITION - RESILIENT/SUBFLOOR

VARIES, SEE RCP

1/4"

NOTE: ALL FRAMING MUST BE NONCOMBUSTIBLE (METAL STUDS) OR FIRERETARDANT TREATED WOOD (UL LISTED)

GYP. BD ON 20 GA METAL STUD FRAMING 16" O.C.

SEE FLOOR PLANS FOR PARTITION TYPES

CORNER BEAD

SEE RCP

1 CEILING DETAIL - PERIMETER GYP SOFFIT

CEILING & FLOORING DETAILS

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

10 FLOORING TRANSITION - CARPET/SUBFLOOR SCALE: 6" = 1'-0"

6 CEILING DETAIL - CENTER GYP. SOFFIT SCALE: 1 1/2" = 1'-0"

NOT FOR CONSTRUCTION

A-541

9/8/2017 1:52:18 PM

FIRE STOPPING NOTES

FIRE RATING - 2 HOUR RATING WITH DOUBLE LAYER 5/8" GYPSUM WALLBOARD ASSEMBLY - FIRESTOPPING TO BE PROVIDED AT TOILET EXHAUST DUCT PENETRATIONS IN I-2 CORRIDOR WALLS AND AS NOTED IN #2 BELOW. - REFER TO MECHANICAL FOR DUCT LOCATIONS

1. Wall Assembly — The 1 or 2 hour rated wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300, U400, or W400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features. A. Studs — Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom. 2 by 4 in (51 by 102 mm) lumber spaced 16 in. (406mm) OC. Steel studs to be min 2-1/2 in. (64mm) wide and spaced 24 in. (610) OC. B. Gypsum Board* — For 1 hr assembly, one layer of min. 5/8 in. (16mm) thick wallboard as required in the individual Wall and Partition Design. For 2 hr assembly, two layers of min. 5/8 in. (16mm) thick wallboard as required in the individual Wall and Partition Design. Max diam of opening is 14-1/2 in. (368mm) for wood stud walls and 21-3/4 in. (552mm) for steel stud walls. The hourly F and FH Ratings of the firestop system are equal to the hourly fire rating of the wall assembly in which it is installed. 2. Through Penetrant — Galv. steel duct to be installed concentrically or eccentrically within the firestop system. The annular space between the duct and periphery of opening shall be 0 in. (0mm, point contact) and max 1-1/2 in. (64mm). Duct to be rigidly supported on both sides of wall assembly. A. Spiral Wound HVAC Duct — Nom. 20 in. (502mm) diam (or smaller) No. 24 MSG (or heavier) galv steel spiral wound duct. B. Sheet Metal Duct — Nom. 12 in. (305mm) diam (or smaller) No. 28 MSG (or heavier) galv steel duct. 3. Fill, Void or Cavity Material* — Sealant — Min 5/8 in. (16mm) and 1-1/4 in (32mm) thickness of fill material applied with annulus, flush with both diam bead of sealant shall be applied at the wallboard interface on both surfaces of wall assembly. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP601S Elastomeric Firestop Sealant, FS-ONE Sealant, FSONE MAX Intumescent Sealant or CP606 Flexible Firestop Sealant *Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively.

MAXIMUM PENETRATING ITEM(S) - 150 PAIR - 24 AWG TELEPHONE CABLE - 2 CONDUCTOR TYPE NM (ROMEX) - MULTIPLE FIBER OPTICAL COMMUNICATION CABLE WITH A MAXIMUM 5/8" OD. OR MAXIMUM 12 AWG MULTI-CONDUCTOR POWER/CONTROL CABLE.

FIRESTOPPING DETAILS ILLUSTRATED SHOW TYPICAL CONDITIONS OF PENETRATING ITEMS. IT IS NOT THE INTENT TO SHOW ACTUAL SPECIFIC PROJECT CONDITIONS OR ALL POSSIBLE COMBINATIONS OF PENETRATING ITEMS WITH ALL TYPES OF PARTITIONS, FLOOR OR ROOF CONSTRUCTION. ILLUSTRATIONS SHOWN ARE TO BE USED IN CONJUNCTION WITH THE SPECIFICATION SECTION 078413- PENETRATION FIRESTOPPING AND 078443 JOINT FIRESTOPPING. EACH FIRESTOPPING SYSTEM IS TO BE INSTALLED PER APPLICABLE UL SYSTEMS NUMBER AND ITS INSTALLATION REQUIREMENTS IN THE LATEST EDITION OF UNDERWRITERS LABORATORIES, INC. FIRE RESISTANCE- VOL. 2A & 2B. FIRESTOPPING IS REQUIRED AT: 1. ALL PENETRATIONS OF FIRE RESISTIVE FLOOR & ROOF CONSTRUCTION, AND FIRE/ SMOKE RESISTIVE WALLS AND PARTITIONS RESULTING FROM WORK OF ALL TRADES. 2. ALL VOIDS AND JOINTS AT TOP AND BOTTOM OF ALL FIRE/ SMOKE RESISTIVE WALLS AND PARTITIONS AND DETAILS INDICATED. 3. ALL CONTROL/ EXPANSION JOINTS IN ALL FIRE/ SMOKE RESISTIVE WALLS AND PARTITIONS AND FIRE RESISTIVE FLOOR AND ROOF CONSTRUCTION.

B. FIRE RATINGS 1 HOUR RATING WITH SINGLE LAYER GYPSUM WALL BOARD ASSEMBLY

2 HOUR RATING WITH DOULBE LAYER GYPSUM WALLBOARD ASSEMBLY (2 HOUR ASSEMBLY SHOWN)

FIRE BARRIER SEALANT OR PUTTY

INSULATED CABLE

JACKETING & INSULATING TYPES XLPE JACKET - 12 AWG MULTI-CONDUCTOR

STUD

PARTITION NOTES A. B. C.

1 HR & 2 HR RATED UL # W-L-3001

MAINTAIN 1/4" TO 1/2" JOINT BETWEEN GYPSUM BOARD AND FLOOR. LOCATE VERTICAL CONTROL JOINTS AT 30' O.C. (MAX) OR AS SHOWN ON DWGS. WALL TYPES SHOW ONLY BASE WALL CONSTRUCTION; WOOD TRIM, ACOUSTICAL PANELS, ETC. MAY BE ADDED AS SCHEDULED OR DETAILED. AT FULL-HEIGHT PARTITIONS WHERE OBSTACLES PREVENT EXTENSION OF STUDS TO STRUCTURE, FRAME STUDS AROUND OBSTACLES WITH HEADERS AND BRACING AS NECESSARY. ATTACH DOUBLED STUDS AT ENDS TO STRUCTURE ABOVE. PROVIDE BACKER BOARD IN LIEU OF GYPSUM BOARD AT TILE LOCATIONS INDICATED ON FINISH PLANS AND ROOM FINISH SCHEDULE AND AT SHOWER SURROUNDS NOTED IN PARTITION TYPES BELOW. PARTITIONS B, E, F, G, H, I, J, M THRU Z ARE NOT USED. TYPICAL EXTERIOR STUD WALLS SHALL BE 16" OC. INTERIOR WALLS WITH MANUFACTURED STONE VENEER TO HAVE MORTAR BED ON CEMENT BACK BOARD IN LIEU OF GYP, SEE FIREPLACE DETAILS ON A-571.

INDIVIDUAL CABLE THROUGH 13 GYP. BD. WALL ASSEMBLY

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

F. G. H.

2 HR RATED UL #W-L-7042

STEEL DUCT (W/O DAMPER) THROUGH 18 GYP. BD. WALL ASSEMBLY (2HR)

NOMINAL MAX. PENETRATING ITEM(S) - 24" DIA. OR LESS OPENING - SCHEDULE 10 (OR HEAVIER) STEEL PIPE - 6" DIA. RIGID STEEL CONDUIT - 4" DIA. STEEL EMT CONDUIT - 1" DIA. FLEXIBLE STEEL CONDUIT

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

BPL-01 GYP-01 GYP-03 INSUL-07

2 HOUR RATING WITH DOUBLE LAYER GYPSUM WALLBOARD ASSEMBLY (2 HOUR ASSEMBLY SHOWN)

FIRE BARRIER WRAP/STRIP

Date

1 HOUR RATING WITH SINGLE LAYER GYPSUM WALL BOARD ASSEMBLY

1/4" BEAD OF FIRE BARRIER SEALANT

FIRE RATING - FIRESTOPPING TO BE PROVIDED AT DUCT PENETRATIONS IN CORRIDOR WALLS AS NOTED BELOW. - REFER TO MECHANICAL FOR DUCT LOCATIONS

MATERIAL OR ASSEMBLY

FIRE RATINGS

STUD

2 HR RATED ENGINEERING JUDGEMENT REFERENCE: UL #W-L-8079 & W-L-7143

1580 Austin Pike Rd, Washington Township, Ohio 45458

ASSEMBLY KEYNOTES KEY

Centerville Senior Living Community

(1) CONTINUOUS BOTTOM PLATE 5/8" TYPE "X" GYPSUM WALL BOARD 1" GYPSUM BOARD UL LABELED MINERAL OR GLASS-FIBER BLANKET INSULATION, MAX. 3-5/8" THICK, ATTACHED TO UNDERSIDE OF SUB-FLOOR 25 MSG GALV. STEEL RESILIENT CHANNEL, PERPENDICULAR TO TRUSSES AND SPACED 12" O.C. MAX CONTINUOUS 1/2" SILICONE SEALANT CONTINUOUS SMOKE AND ACOUSTIC SEALANT WOOD STUDS, SEE SCHEDULE FOR SIZE AND SPACING

RC-01 SLNT-02 SLNT-04 WDST-01

Issued For

09/08/2017 ISSUED FOR SD & PRICING

2 4

1" MAX FIBERGLASS INSUL.

5/16" MAX. ANNULAR SPACE

1 HR & 2 HR RATED UL # W-L-1001

SINGLE METALLIC PIPE THROUGH 12 GYP. BD. WALL ASSEMBLY

TAPE AND MUD JOINT

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

PARTITION TYPE D

1. Gypsum wall assembly (UL/cUL Classified) with min 2" x 4" wood studs (2-hr, fire rating). 2. Opening to be framed out with stud material. 3. Maximum 24" x 24" rectangular sheet metal duct (min 24 ga). 4. Mineral wool (min. 4 pcf density) tightly packed and recessed to accommodate sealant. 5. Minimum 1/2" depth Hilti CP 606 flexible firestop sealant. 6. Minimum 1/4" bead Hilti CP 606 flexible firestop sealant applied at point of contact.

1A 3B

0' - 5 1/4"

SYSTEM A

U415

SYSTEM B, (2) LAYERS 5/8" GYP

UNDERSIDE OF STRUCTURE

GYP-01

SCHEDULED CEILING

C-H STUD; REFER TO PARTITION SCHEDULE INSUL-07

WALL DEPTH

GYP-03

NOTE: ALIGN WITH EDGE OF DOOR FRAME (@ HEAD) AS APPLICABLE

5/8" TYPE "X" GYPSUM WALL BOARD WALL BASE, REFER TO NEW WORK PLAN AND FINISH LEGEND

FILL VOID WITH ACOUSTIC INSULATION

1/2" MAX.

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

NOMINAL MAX. PENETRATING ITEM(S) - 10" DIA. (OR SMALLER) PIPE IN CLOSED OR VENTED SYSTEMS - SCHEDULE 40 (OR HEAVER) PIPE - NOM. 2" DIA. (OR SMALLER) SCHEDULE 40 (OR HEAVIER) UL # W-L-2003

20 GYPSUM BOARD CONTROL JOINT (NON-RATED)

FIRE RATINGS

TYPE

FIRE RATING

STUD SIZE

STUD SPACING

WIDTH

INSULATIO N THICKNESS

Smoke

4" WD

16" OC

0' - 4 3/4"

3-1/2"

2 HOUR RATING WITH DOUBLE LAYER GYPSUM WALLBOARD ASSEMBLY (2 HOUR ASSEMBLY SHOWN)

16 SWG STEEL TIE WIRE STEEL BAND CLAMP

NOTE: ALIGN WITH EDGE OF DOOR FRAME (@ HEAD) AS APPLICABLE

UNDERSIDE OF RATED FLOOR ASSEMBLY

TYPE "X" GYPSUM BOARD, BOTH SIDES (2 LAYERS @ 2-HR CONDITION) (2) LAYERS 5/8" GYPSUM BOARD (TYPE "X")

1" THICK CYLINDRICAL GLASS FIBER PIPE INSULATION- 6" MIN. LENGTH

18 GA. METAL SLEEVE

ROOM SIDE

1 HR & 2 HR RATED UL # W-L-2005

1 HR 1 HR 2 HR

4" WD 6" WD 6" WD

16" OC 16" OC 16" OC

WIDTH

INSULATION THICKNESS

STC

UL NUMBER

0' - 5 1/4" 0' - 7 1/4" 0' - 8 1/2"

3-1/2" 6" 3-1/2"

50 MIN. 50 MIN. 50 MIN.

U311 U311 U334

TYPE COMMENTS * SEE NOTE * SEE NOTE * SEE NOTE

UNDERSIDE OF STRUCTURE

CORRIDOR

CONTINUOUS TOP PLATE FOR 2 HOUR RATING, (2) LAYERS 5/8" GYPSUM WALL BOARD EA. SIDE

SCHEDULED CEILING

INSUL-07 WALL

19 GYPSUM BOARD CONTROL JOINT (FIRE RATED)

GYP-01 BOTH SIDES

BPL-01

SLNT-02

WALL BASE, REFER TO FINISH PLANS

DEPTH GYP-01

RC-01

SCALE: 6" = 1'-0"

BPL-01 SLNT-02

WALL BASE, REFER TO NEW WORK PLAN AND FINISH LEGEND

NOTE: OPENINGS AND PENETRATIONS IN PARTITION TO COMPLY WITH SECTIONS 710.5 THROUGH 710.8 OF OBC PARTITION TYPE S - STRUCTURAL

TYPE

FIRE RATING

1 HR

STUD SIZE SEE DETAIL

STUD SPACING SEE DETAIL

WIDTH

INSULATION THICKNESS

0' - 7 1/4" SEE DETAIL

STC

UL NUMBER

50 MIN.

SEE DETAIL

TYPE COMMENTS

6 PARTITION L (SMOKE)

CABLE BUNDLE THROUGH 15 WOOD FLOOR ASSEMBLY

TYPE

5/8" TYPE 'X' GYPSUM BOARD (BOTH SIDES) FOR 2 HOUR RATING, (2) LAYERS 5/8" GYPSUM WALL BOARD EA. SIDE

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

use in closed (process of supply) or vented (drain, waste or vent) piping systems or nom 3" diameter (or smaller) SDR13.5 CPVC pipe for use in closed (process or supply)

1. Floor/ceiling assembly: Per UL Design. Section A–A 2. Through penetrant: A. Polyvinyl chloride (PVC) pipe - Nom 3 in. diameter (or smaller) SDR17 CPVC pipe for use in closed (process of supply) or vented (drain, waste or vent) piping systems or nom CPVC 3" diameter (or smaller) SDR13.5 CPVC pipe for use in closed (process or supply) B. Chlorinated Polyvinyl chloride (CPVC) pipe - Nom diameter (or smaller) SDR17 pipe for use in closed (process of supply) or vented (drain, waste or vent) piping systems or nom 3" diameter (or smaller) SDR13.5 CPVC pipe for use in closed (process or supply) C. Rigid nonmetallic conduit - Nom 3" diameter (or smaller) schedule 40 PVC conduit installed in accordance with the National Electrical Code (NFPA No. 70). 3. Forming and fire stop materials: A. Fill, void or cavity materials - wrap strip - Nom 3/8" thick by 3" wide intumescent material encapsulated within poly-foil bag for nom 2-1/2" and 3" diameter pentrants. Nom 1/4" thick by 3" wide intumescent material encapsulated within poly-foil bag for nom 2" (and smaller) pentrants. One wrap strip tightly wrapped around penetrant on bottom side of floor-ceiling assembly and held in place with adhesive strip provided on bag. Wrap strip to be slid into opening and positioned such that the wrap extends 3/4" to 1-1/2" below bottom surface of the gypsum board ceiling or lower top plate. B. Fill, void or cavity materials - sealant - Min" thickness of sealant applied within any annular space between the wrap strip and the periphery of opening, flush with gypsum board ceiling. Min at the pint contact location on the bottom side of the floor-ceiling assembly. An additional 1/4" crown of sealant applied at outer edge of wrap strip at wrap stip/penetrant interface on bottom side of floor-ceiling assembly. Min 3/4" thickness of sealant applied within annular space, flush with tope survey of floor or sole plate.

JACKETING & INSULATING TYPES PVC OR XLPE JACKET

2 HOUR GYPSUM WALLBOARD ASSEMBLY

FOR 6" OPENING PERCENTAGE FULL IS 8% TO 36%

28 GAUGE STEEL SLEEVE PROTRUDE 1/2" BEYOND WALL

1/4" BEAD OF FIRESTOP FIRE BARRIER SEALANTWORK IN BETWEEN CABLES IN BUNDLE FOR IMPROVED SMOKE SEAL.

1 HR RATED UL #F-C-2028

SINGLE NON-METALLIC PIPE THROUGH WOOD FLOOR ASSEMBLY SCALE: 1 1/2" = 1'-0"

FIRE RATING

STUD STUD SIZE SPACING

WIDTH

INSULATION THICKNESS

0' - 4 1/8"

UL NUMBER

PARTITION TYPE A TYPE COMMENTS

TYPE

FIRE RATING

STUD SIZE

STUD SPACING

WIDTH

INSULATION THICKNESS

A1 A2 A3

4" WD 4" WD 6" WD

16" OC 16" OC 16" OC

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

3-1/2" 3-1/2"

TYPE COMMENTS

STC

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

PARTITION TYPE K - FURRING

3B A

2 PARTITION C

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

RESILIENT CHANNELS

4" WD

16" OC

* SEE NOTE

* WATER-RESISTANT GYPSUM BOARD AT SHOWER SURROUNDS, TILE LOCATIONS AND ALL OTHER WET LOCATIONS

CONTINUOUS TOP PLATE

WDST-01

WWW.HED.DESIGN

SCHEDULED CEILING

(1) LAYER GYP-01 EACH SIDE

2 X 4 WOOD STUDS @ 16" O.C., STAGGERED 8" O.C. ON 2 X 6 WOOD PLATE

WALL WALL

INSUL-07

DEPTH

WDST-01 BPL-01

GYP-01

A. FRAMING MEMBERS SHALL BE SPACED 16 INCHES O.C. OR LESS. B. GYPSUM WALLBOARD INSTALLED OVER FRAMING OR FURRING SHALL BE INSTALLED SO THAT ALL EDGES ARE SUPPORTED, EXCEPT 5/8-INCH TYPE X GYPSUM WALLBOARD SHALL BE PERMITTED TO BE INSTALLED HORIZONTALLY WITH THE HORIZONTAL JOINTS STAGGERED 24 INCHES EACH SIDE AND UNSUPPORTED BUT FINISHED. C. ON WOOD FRAME FLOOR/CEILING OR ROOF/CEILING ASSEMBLIES, GYPSUM BOARD SHALL BE INSTALLED WITH THE LONG DIMENSION PERPENDICULAR TO FRAMING MEMBERS AND SHALL HAVE ALL JOINTS FINISHED. D. THE MEMBRANE ON THE UNEXPOSED SIDE SHALL NOT BE INCLUDED IN DETERMINING THE FIRE RESISTANCE OF THE ASSEMBLY. WHEN DISSIMILAR MEMBRANES ARE USED ON A WALL ASSEMBLY, THE CALCULATION SHALL BE MADE FROM THE LEAST FIRE-RESISTANT (WEAKER) SIDE. E. THE TIME ASSIGNED IS NOT A FINISHED RATING.

SLNT-02

SCALE: 3" = 1'-0"

(312) 324-7410

GYP-01

FIRE RESISTANCE RATING IS CALCULATED PER IBC 2012 SECTION 722.6 AND THE FOLLOWING SHALL APPLY:

7 PARTITION S (SHEAR)

1 East Wacker Drive Suite 200 Chicago, Illinois 60601 USA

CONTINUOUS TOP PLATE

3 1/2" UL LISTED, UNFACED FIBERGLASS BATT INSULATION CONTRACTOR OPTIONS: 1. A SECOND LAYER OF 5/8" TYPE "X" GYPSUM BOARD MAY BE SUBSTITUTED FOR THE RESILIENT CHANNELS 2. 2X6 NOMINAL WOOD STUDS MAY BE SUBSTITUTED FOR 2X4 STAGGERED STUDS

* SEE NOTE * SEE NOTE * SEE NOTE

UNDERSIDE OF STRUCTURE

SLNT-02

15/32" PLYWOOD SHEATHING - WHERE OCCURS, SEE STRUCTURAL & PARTITION TYPE LEGEND NOTE: AT CORRIDOR LOCATIONS, ADD PLYWOOD IN ORDER TO ELIMINATE JOG IN DRYWALL WHEN DIFFERENT WALL TYPES ARE ADJACENT TO EACHOTHER

44 44

* WATER-RESISTANT GYPSUM BOARD AT SHOWER SURROUNDS, TILE LOCATIONS AND ALL OTHER WET LOCATIONS

6" *

1 HR & 2 HOUR RATED UL # F-C-3054

MAX OPENING =6"

C1 C2 C3

STUD STUD SIZE SPACING

WDST-01

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

CABLE BUNDLE THROUGH 14 GYP. BD. WALL ASSEMBLY

FIRE RATING

* WATER-RESISTANT GYPSUM BOARD AT SHOWER SURROUNDS, TILE LOCATIONS AND ALL OTHER WET LOCATIONS

WDST-01

SINGLE NON-METALLIC PIPE THROUGH 10 GYP. BD. WALL ASSEMBLY

TYPE

INSUL-07

CONTROL JOINT (BOTH SIDES) - MUD IN

1. Floor/ceiling assembly: A. Floor system: per UL Design. 2. Cables: The following types and sizes of cable may be used: A. Maximum three-conductor with ground No. 10 AWG (or smaller) PVC insulation and jacket. B. Maximum 100-pair No. 24 AWG (or smaller) PVC insulation and jacket. C. Maximum 7/C No. 12 AWG copper conductor control cables. The annular space shall be 1/2”. 3. Forming material (optional): Foam backer rod firmly packed into opening as a permanent form. 4. Type IA: Minimum ½” thick sealant applied within annulus, flush with the top surface of the floor and bottom of ceiling assembly.

SCHEDULED CEILING

MAX.

Type Comments

CONTINUOUS TOP PLATE

1/2"

STC

UL NUMBER

SLNT-04

FIRE BARRIER WRAP/STRIPS

PVC PIPE

PARTITION TYPE C

1 HOUR RATING WITH SINGLE LAYER GYPSUM WALL BOARD ASSEMBLY

STUD

PARTITION TYPE L - SMOKE

3/4"

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

SCALE: 6" = 1'-0"

RECTANGULAR STEEL HVAC DUCT THROUGH 16 GYP. BD. WALL ASSEMBLY

3 PARTITION D (SHAFT)

6" MIN

3/8" MAXIMUM ANNULAR SPACE

SINGLE METALLIC PIPE THROUGH 11 WOOD FLOOR ASSEMBLY

1 HR & 2 HR RATED UL # W-L-7008

C:\RevitLocals\2017-02705_Arch_HED_DM_mmartin.rvt

16" OC

U415

SHEET METAL SCREWS

1/4 " bead of sealant applied at wrap strip/gypsum board or lower top plate interface or wrap strip interface

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

1-1/2"

1 HR RATED UL #F-C-1069

STUD

1 HR & 2 HR RATED UL # W-L-3032

0' - 3 1/8"

TYPE COMMENTS

Section A–A 1. Floor/ceiling assembly: Per UL Design. 2. Through penetrant: A. Steel pipe: 8" diameter (or smaller) schedule 40 (or heavier) steel pipe. B. Iron pipe: 8" diameter (or smaller) cast or ductile iron pipe. C. Conduit: 4" diameter (or smaller) electrical metallic tubing (EMT) or steel conduit. D. Copper tubing: 4" diameter (or smaller) Type L (or heavier) copper tubing. E. Copper pipe: 4" diameter (or smaller) regular (or heavier) copper pipe. Annular space from minimum 0" to maximum 7/8". 3. Forming and fire stop materials: A. Forming material (optional): Foam backer rod packed into opening as a permanent form. B. Type IA: Minimum 1/2" thick sealant applied within the annulus, flush with the top of the floor and bottom of the ceiling assemblies. Additional sealant to be applied such that a minimum 1/2" crown is formed around the penetrating item.

RECTANGULAR STEEL HVAC DUCT, MINIMUM 28 GAUGE GALVANIZED STEEL.

FIRE BARRIER SEALANT TO FILL ANNULAR SPACE TO FULL DEPTH OF GYPSUM WALL BOARD

STUDS

2 HR

16" OC

UL NUMBER

2 HOUR FIRE RATED GYPSUM WALLBOARD ASSEMBLY

CABLE BUNDLES

2 1/2" C-H 4" C-H

INSULATION THICKNESS STC

SCALE: 6" = 1'-0"

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

PACKING MATERIAL 1" DEPTH FIRE BARRIER SEALANT 1" DEPTH

1 HR

WIDTH

21 PARTITION CORNER DETAIL

RECTANGULAR STEEL DUCT (W/O DAMPER) 17 THROUGH GYP. BD. WALL ASSEMBLY (2HR)

MAXIMUM PENETRATING ITEM(S) - 350 MGM SINGLE CONDUTOR POWER CABLE - 150 PAIR- 24 AWG TELEPHONE CABLE - 12 AWG MULTI-CONDUCTOR POWER/CONTROL CABLE.

STUD STUD SIZE SPACING

FIRE RATING

NOTE: 1. MAXIMUM SIZE OF OPENING: 25"X25" 2. ANNULAR SPACE = MINIMUM 0", MAXIMUM 1"

1" WIDE X 24 GAUGE STEEL SUPPORT CLIPS 6" O.C. MAX OR A CONTINUOUS ANGLE IRON FRAME. DUCT/WALL FASTENERS 6" O.C. MAX.

SEE FLOOR PLAN AND PARTITION SCHEDULE FOR PARTITION TYPE

METAL CORNER BEAD FASTEN TO PLYWOOD PRIOR TO ADHERING METAL PANEL

TYPE

BPL-01

WALL BASE, REFER TO FINISH SCHEDULE

WALL BASE, REFER TO FINISH SCHEDULE * GYPSUM TO TERMINATE 6" ABOVE UNRATED CEILINGS IN RESIDENTIAL UNITS

5 PARTITION K (FURRING) SCALE: 1 1/2" = 1'-0"

PARTITION TYPE DETAILS

1 PARTITION A (TYPICAL) SCALE: 1 1/2" = 1'-0"

NOT FOR CONSTRUCTION

A-550

9/8/2017 1:52:29 PM

PARTITION (AS SCHEDULED)

1 3/4"

4 1/2"

WOOD STUDS

JAMB AND FLOOR ANCHOR CLIPS AND SPOT-GROUTING WITHIN H.M. FRAME

GLASS TYPE (AS SCHEDULED)

GYPSUM BOARD AND WOOD STUD PARTITION (AS SCHEDULED) 1/2"

9/16"

SEALANT BOTH SIDES

H.M. FRAME (REFER TO FRAME TYPE FOR FRAME PROFILE)

ALUMINUM FRAMING SYSTEM

REMOVABLE STEEL BAR STOPS SECURED WITH FLAT HEAD SCREWS GLASS AS SCHEDULED

DOOR (AS SCHEDULED) SCHEDULED BASE BELOW

3/4"

SCHEDULED PARTITION

CORNER BEAD

ALUMINUM DOOR FRAME 10 JAMB AT DOOR AND GLASS

CD-01

5" OVERLAP

2 1/2"

1/2"

SCALE: 3" = 1'-0"

Date SCHEDULED DOOR (OPEN POSITION)

EXTEND MIN. 6" ABOVE MORTAR NET 1 1/2"

SCHEDULED BASE BELOW PARTITION

4 1/2"

SCHEDULED PARTITION 5 7/8" MIN.

(AS SCHEDULED)

CONT. 2X WD. BLOCKING

CORNER BEAD

1" OVERLAP BOTH SIDES WHEN CLOSED

NOTE: • WALL ASSEMBLY VARIES; REFER TO EXT ELEVATIONS • LAP WEATHER BARRIER AND THROUGH WALL FLASHING OVER NAILING FIN AT HEADS

SCHEDULED HARDWARE LOCATION (WHEN DOOR IS IN CLOSED POSITION) 3/4"

PARTITION

ALUMINUM FRAMING SYSTEM SEALANT BOTH SIDES

SCHEDULED DOOR (CLOSED POSITION)

WEEP TUBE AND WICK.

Issued For

09/08/2017 ISSUED FOR SD & PRICING

OUTLET PLATE LOCATION

1 3/4" 5/16"

(AS SCHEDULED)

APPLY WINDOW FLASHING MEMBRANE UNDER NAILING FLANGE

SCHEDULED STOREFRONT ASSEMBLY; REFER TO EXT ELEVATIONS

Centerville Senior Living Community

1580 Austin Pike Rd, Washington Township, Ohio 45458

SCHEDULED HARDWARE. LOCATION (WHEN DOOR IS IN OPEN POSITION)

LAP WEATHER BARRIER OVER FLASHING

SHEET METAL TRIM TO MATCH FRAME AND TO EXTEND WIDTH OF WINDOW, 16 GA. MIN., AVOID OR SEAL SEAMS SLNT-01

SCALE: 3" = 1'-0"

NOTE: REFER TO SPEC FOR HARDWARE

REFER TO STRUCTURAL

H.M. BORROWED LIGHT FRAME JAMB (HEAD AND SILL SIM.)

WOOD STUDS

JAMB AND FLOOR ANCHOR CLIPS AND SPOT-GROUTING WITHIN H.M. FRAME

GYPSUM BOARD AND WOOD STUD PARTITION (AS SCHEDULED) 1/2"

9/16"

SEALANT BOTH SIDES

GYPSUM BOARD AND WOOD STUD PARTITION (AS SCHEDULED)

RECESSED MEDICINE CABINET

17 STOREFRONT HEAD AT STONE

SCALE: 3" = 1'-0"

ALUMINUM DOOR FRAME - JAMB (@ GLASS) - WOOD SCALE: 3" = 1'-0"

H.M. DOOR FRAME - JAMB (HEAD SIM.) SCALE: 3" = 1'-0"

SEE STRUCTURAL FOR HEADER

WB-01 LAP WEATHER BARRIER OVER FLASHING

1' - 3"

3 1/2" MIN. R.O. DEPTH

SEE DETAIL 3/A-521 FOR NOTES AT JAMB

SCHEDULED STOREFRONT ASSEMBLY; REFER TO EXT ELEVATIONS

SEE SCHEDULE DOOR OPENING

MTL-02

BLOCKING AS REQUIRED

WB-03 UNDER NAILING FLANGE AND WRAPS OVER VAPOR BARRIER BS-01 MTL-02 SLOPE THRU-WALL FLASHING TO DRAIN AWAY FROM BUILDING. APPLY FLASHING OVER NAILING FLANGE SLNT-01

SCHEDULED STOREFRONT ASSEMBLY; REFER TO EXT ELEVATIONS NOTE: • WALL ASSEMBLY VARIES; REFER TO EXT ELEVATIONS • LAP WEATHER BARRIER AND THROUGH WALL FLASHING OVER NAILING FIN AT HEADS

SCHEDULED PARTITION

PARTITION

1/4"

(AS SCHEDULED)

SEALANT AND BACKER ROD (BOTH SIDES) CONT. METAL TRIM (USG SERIES 200) BOTH SIDES WOOD STUDS

SLNT-01

GLAS TYPE (AS SCHEDULED)

WB-03

ALT. COURSE

ALUMINUM ENTRANCE DOOR

GYPSUM BOARD AND WOOD STUD PARTITION (AS SCHEDULED) ALUMINUM

FRAMING SYSTEM

NOTE: • WALL ASSEMBLY VARIES; REFER TO EXT ELEVATIONS • INSTALL WEATHER BARRIER UNDER NAILING FLANGE AT JAMB. • INSTALL MEMBRANE FLASHING OVER NAILING FLANGE AT JAMB.

16 STOREFRONT JAMB AT STONE 13 BARN DOOR DETAIL

SCALE: 3" = 1'-0"

WOOD TRIM BOTH SIDES

WOOD FRAME (REFER TO FRAME TYPE FOR FRAME PROFILE)

NOTE: REFER TO SPEC FOR HARDWARE

STOREFRONT HEAD 20 AT FC SIDING

GYPSUM BOARD AND WOOD STUD PARTITION (AS SCHEDULED)

4 1/2"

5/16"

FC-03

1 3/4"

SCALE: 3" = 1'-0"

8 ALUMINUM DOOR FRAME - JAMB 3 SCALE: 3" = 1'-0"

WOOD DOOR FRAME-JAMB (HEAD SIM.) SCALE: 3" = 1'-0"

SCHEDULED PARTITION SEE DETAIL 3/A-521 FOR NOTES AT JAMB

SEE DETAIL 4/A-521 FOR DIMENSIONS AND NOTES AT SILL

SCHEDULED STOREFRONT ASSEMBLY; REFER TO EXT ELEVATIONS

SLNT-01 (DO NOT COVER WINDOW WEEPS)

SLOPE TOP OF SILL TO DRAIN

DOOR TRACK, SHIM AS REQUIRED SO DOOR DOES NOT CONFLICT WITH BASE

PAINTED WOOD 1X4 VALENCE

ST-02

SCHEDULED DOOR

BL-03

FLOOR FINISH (AS SCHEDULED) ALUMINUM THRESHOLD SET IN MASTIC COUNTERSUNK EXPANSION ANCHORS

ALIG N

CAULK AND MEMBRANE FLASHING BEHIND NAILING FLANGE SLNT-01

ALIGN THRESHOLD WITH BACK OF FRAME DOOR & FRAME

DOOR CLOSER AND ARM

WEEP TUBE AND WICK

FC-03 MTL-02 WB-03 WB-01 RETURN WB-01 AT WINDOW

1/8" MIN. GAP AND CAULK

NOTE: • WALL ASSEMBLY VARIES; REFER TO EXT ELEVATIONS. • INSTALL WEATHER BARRIER UNDER NAILING FLANGE AT JAMB. • INSTALL FLASHING OVER NAILING FLANGE AT JAMB.

STOREFRONT JAMB 19 AT FC SIDING

PREMOLD EXPANSION JOINT WITH JOINT FILLER KERF

NOTE: • WALL ASSEMBLY VARIES; REFER TO EXT ELEVATIONS • INSTALL WEATHER BARRIER AND THROUGH WALL FLASHING UNDER NAILING FLANGE AT SILLS

2 1/2"

DOOR AND FRAME AS SCHEDULED

BARN DOOR GUIDE HAGER 9115

15 STOREFRONT SILL AT STONE

SCALE: 3" = 1'-0"

NOTE: REFER TO SPEC FOR HARDWARE

SCALE: 3" = 1'-0"

12 DOOR_BARN DOOR TRIM - HEAD 7 DOOR_ALUM FRAME INT. SCALE: 3" = 1'-0"

SCALE: 3" = 1'-0"

2 EXTERIOR DOOR SILL SCALE: 3" = 1'-0"

SEE DETAIL 3/A-521 FOR NOTES AND DIMENSIONS AT SILL

1 East Wacker Drive Suite 200 Chicago, Illinois 60601 USA

ALIGN THRESHOLD WITH BACK OF FRAME

1/2" / FOOT PITCH MIN.

MTL-02

WWW.HED.DESIGN NAILS

SCHEDULED FLOOR FINISH TO TERMINATE BENEATH THRESHOLD ALIGN

CAULK BEHIND NAILING FLANGE

C:\RevitLocals\2017-02705_Arch_HED_DM_mmartin.rvt

(312) 324-7410

WB-03 UNDER NAILING FLANGE

DOOR, REFER TO DOOR SCHEDULE ALUMINUM THRESHOLD; SET IN MASTIC

CEILING AS SCHEDULE OR DECK ABOVE 3/8" BACKER ROD AND SEALANT (BOTH SIDES)

3" WOOD STUD WALL U.N.O.

FC-03 EJTF-01

SLNT-02

EA-01

WB-01 UNDER WINDOW FLASHING

FND-01 INSUL-02

INTERIOR ALUMINUM FRAMING SYSTEM

SCHEDULED FRAME

NOTE: PROVIDE BLOCKING AT ALL DOOR STOPS/ BUMPERS PARTITIONS - TYPICAL

SCHEDULED PARTITION

INTERIOR ALUMINUM DOOR W/ GLAZING

2017-02705-0000

VB-02

DOOR & FRAME DETAILS

NOTE: • WALL ASSEMBLY VARIES; REFER TO EXT ELEVATIONS • INSTALL WEATHER BARRIER AND THROUGH WALL FLASHING UNDER NAILING FIN AT SILLS

STOREFRONT SILL 18 AT FC SIDING SCALE: 3" = 1'-0"

1 TYPICAL DOOR LOCATION PLAN SCALE: 1 1/2" = 1'-0"

14 FOUNDATION DETAIL AT DOOR 11 ALUMINUM DOOR HEAD DETAIL SCALE: 1 1/2" = 1'-0"

SCALE: 3" = 1'-0"

6 ALUM DOOR FRAME JAMB DTL. NOT FOR CONSTRUCTION SCALE: 3" = 1'-0"

A-561

9/8/2017 1:52:36 PM

SEE PLAN

BACKSPLASH AS SCHEDULED REFER TO ELEVATIONS 1 1/2"

T/COUNTER SEE ELEVATIONS

MILLWORK FRAME BEYOND 1"

SCHEDULED COUNTERTOP W/CONT. EDGE SEE ELEVATIONS AND FINISH SCHEDULE

FURNISH AND INSTALL CABINET PULL RESIN PANEL. REFER TO FINISH SCHEDULE (2) 3/4" SHELVES AS SCHEDULED ADJUSTABLE 2" O.C.

SEALANT

SCHEDULED BASE CABINET AND DRAWER REFER TO ELEVATIONS AND FINISH SCHEDULE 1' - 0"

SCHEDULED BASE TO MATCH CABINET FRONT REFER TO ELEVATIONS AND FINISH SCHEDULE.

MILLWORK FRAME AT BASE AND HEADER

FINISH FLOOR

BASE CABINET

3 3-FORM WALL

NOTE: FOR PLAM CONSTRUCTION, INTERIOR OF CABINET TO BE WHITE MELAMINE.

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

Centerville Senior Living Community

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

1580 Austin Pike Rd, Washington Township, Ohio 45458

Date

Issued For

09/08/2017 ISSUED FOR SD & PRICING

MORTAR BED ON CEMENT BACKER BOARD MANUFACTURED STONE VENEER AS SCHEDULED CORRUGATED STRAP ANCHOR

CROSS BRACING AS REQUIRED

SOLID BLOCKING

1'-0"

WOOD STUD & GYP. BD. ASSEMBLY

1'-0"

4" CR1, ALL SIDES

SHIM AS REQ'D 3 1/2"

T/MANTEL 4'-8" or 6'-6" VARIES, SEE ELEV.

CR1 TRIM, TYP 10"

PROVIDE LAYOUT OF 6 VERTICALLY X 18 HORIZONTALLYSTACKED BOXES TO TOTAL 108

WD1 MANTEL 1/2" DIA. STEEL ROD

T/FIREBOX

TILE AS SCHEDULED

1' - 3"

1'-3" A.F.F. MIN

FINISH FLOOR

T/O BOTTOM SHELF

STONE SLAB HEARTH; REFER TO SPECS 1'-0"

ROUGH OPENING

REFER TO SPECS

MANUFACTURED STONE VENEER AS SCHEDULED 6" WOOD STUD CONSTRUCTION

CR1 TRIM, TYP

BASE AS SCHEDULED

1' - 10".

3'-11 3/4" AFF

T/O HIGHEST SHELF

4'-0" A.F.F. MAXIMUM

MAILBOX UNIT

33 1/2" ROUGH OPENING

PAINTED 1/2" MDF BOXES EQUALLY SPACED

1/8" x 1-1/2" STEEL CHANNEL SET FLUSH TO MANTLE; ANCHOR TOP AND BOTTOM TO T/FIREBOX TRIM MANTLE; PAINT EXPOSED STEEL BLACK 4'-0 3/4" AFF

6 EQ @ 3'-3"

3' - 2" ROUGH OPENING (VERIFY W/ MANUF.)

1' - 7" ROUGH OPENING (VERIFY W/ MANUF.)

SCHEDULED BASE

MANUFACTURED STONE VENEER AS SCHEDULED

1'-0"

7 MAILBOX DETAIL

6 COMMUNITY MAIL SLOT

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

2 FIREPLACE DETAIL

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

QZR2 TRANSACTION TOP & FINISHED END BEYOND

QZR2 COUNTER TOP W/ 1/8" EASED EDGES ON 3/4" PLYWOOD SUBSTRATE 1' - 3"

1 1/2"

2' - 6"

T/BOOKSHELVES SEE ELEVATIONS 6"

METAL COUNTER SUPPORT BRACKET AT 4'-0" O.C. MAX.

ANCHOR BLOCKING AT TOP, BOTTOM & INTERMEDIATE POINT, TYP.

WD1 BACK PANEL

WD1 TOE KICK

GENERAL NOTE: 8"

1. PROVIDE IN-WALL BLOCKING AS REQUIRED, TYP.

WALLCOVERING AS SCHEDULED, REFER TO ELEVATIONS FOR LOCATIONS

1 1/2" TYP.

WD1 FRONT

ACCESS PANEL

1' - 0"

2' - 6"

CONCEALED COUNTER SUPPORT BRACKET

(6) 3/4" WD1 ADJUSTABLE SHELVES - 2" O.C.

METAL BRACKET WHERE REQ'D; PAINTED TO MATCH

RECEPTION DESK - LOW COUNTER SCALE: 1 1/2" = 1'-0"

1/2" QZR-2 TRANSACTION TOP W/ 1/8" EASED EDGES ON 3/4" PLYWOOD SUBSTRATE

1' - 0"

1 1/2"

FIXED 3/4" WD1 TOP/FACE

T/CABINET SEE ELEVATIONS

1 East Wacker Drive Suite 200 Chicago, Illinois 60601 USA

WD1 BACK PANEL 3/4" WD1 CABINET DOOR

2' - 6"

QZR2 COUNTER TOP & 3" GROMMET ON 3/4" PLYWOOD SUBSTRATE. GROMMETS TO COORDINATE WITH ELECTRICAL OUTLET LOCATIONS - REFER TO PLANS.

WWW.HED.DESIGN

WD1 INTERIOR, ALL SIDES (2) 3/4" WD1 ADJUSTABLE SHELVES - 2" O.C.

3/4" WD1 BUILT-UP BASE AND TOE KICK

METAL COUNTER SUPPORT BRACKET AT 4'-0" O.C. MAX. CONCEALED COUNTER SUPPORT BRACKET

FINISH FLOOR 2' - 6"

1' - 0"

QZR2 ON 3/4" PLYWOOD SUBSTRATE

ACCESS PANEL

SUBSTRATE TO BE FLUSH FOR MOUNTING KEYBOARD TRAYS

(312) 324-7410

WD1 BACK PANEL

2017-02705-0000 1'-8"

1' - 0"

GENERAL NOTE:

WD1 FRONT 4"

C:\RevitLocals\2017-02705_Arch_HED_DM_mmartin.rvt

4" TYP.

BLACK MELAMINE

1 1/2"

1. PROVIDE IN-WALL BLOCKING AS REQUIRED, TYP.

BOOKSHELF/CABINET DETAIL SCALE: 1 1/2" = 1'-0"

INTERIOR DETAILS

WD1 TOE KICK

4 RECEPTION DESK - TRANSACTION COUNTER DETAIL SCALE: 1 1/2" = 1'-0"

NOT FOR CONSTRUCTION

A-571

9/8/2017 1:32:40 PM

28' - 4 3/8"

FLOOR PLAN LEGEND

13' - 0"

COL

Unit Plans

+/- 28' - 4"

INDICATES ROOM NUMBER SUFFIX DENOTES NUMBER OF ADDITIONAL DOOR IN ROOM DOOR

1-101A

15' - 5"

4" PT2 B1

LIVING

PARTITION TYPE

ROOM NAME

LIVING

PT2 B1

X-XXX

+/- 32' - 4"

LINEN

E A2 D1

CPT

B 4 A-409

FLOOR PLAN GENERAL NOTES

+/- 21' - 4"

CPT

K1 A2

BATHROOM

9 A-410

8' - 5"

CLOS

E 1' - 6"

MIN

BATHROOM

CLOS.

MIN

4 A-409

5' - 0" MIN CLR

9 A-410

10' - 0"

1' - 6"

8' - 5"

5 A-409

BATHROOM

CLOS

CPT

10' - 4"

8' - 5"

5' - 0" MIN CLR

LINEN

1' - 6" MIN

LINEN

WD D

KITCHEN

CPT

5' - 0" MIN CLR

D. E.

11' - 7"

8 IL 1 BEDROOM F PLAN - TYPE B

SCALE: 1/4" = 1'-0"

AREA - 1 BEDROOM G NAME AL 1 BEDROOM G IL 1 BEDROOM G

12 IL 1 BEDROOM E PLAN - TYPE B

SCALE: 1/4" = 1'-0"

UNIT COUNT - 1 BEDROOM G

RENTABLE AREA 716 SF 717 SF

11' - 7"

9 AL/IL 1 BEDROOM G PLAN - ACC LEVEL NAME SECOND FLOOR AL 1 BEDROOM G SECOND FLOOR IL 1 BEDROOM G TOTAL: 2

NAME IL 1 BEDROOM F

UNIT COUNT - 1 BEDROOM F

RENTABLE AREA 658 SF

SCALE: 1/4" = 1'-0"

AREA - 1 BEDROOM F COUNT 1 1 2

LEVEL NAME FIRST FLOOR IL 1 BEDROOM F SECOND FLOOR IL 1 BEDROOM F TOTAL: 6

AREA - 1 BEDROOM E COUNT 4 2 6

NAME IL 1 BEDROOM E

UNIT COUNT - 1 BEDROOM E

RENTABLE AREA 750 SF

LEVEL NAME SECOND FLOOR IL 1 BEDROOM E TOTAL: 2

COUNT 2 2

26' - 0"

28' - 0"

I. J.

26' - 0"

K. L. 12' - 7"

26' - 0" PT2 B1

BALCONY

BALCONY PT2 B1

PT2 B1

O. P.

LIVING

BEDROOM

LIVING

Date

Issued For

09/08/2017 ISSUED FOR SD & PRICING

ALL PARTITION TYPES ( ) ARE "A1" UNLESS OTHERWISE NOTED. PROVIDE WALL REINFORCEMENT AT WALLMOUNTED SHELVES AND STORAGE UNITS, TELEVISIONS AND OTHER CONTRACTOR OR OWNER FURNISHED WALL-MOUNTED ITEMS. DO NOT SCALE DRAWINGS TO DETERMINE SIZES AND DIMENSIONS. DIMENSIONS ARE TO CENTERLINE OF WALLS U.N.O. ALL PERIMETER DIMENSIONS ARE FROM EXTERIOR FACE OF PERIMETER WALLS. LOCATE GYPSUM BOARD CONTROL JOINTS AT 30'-0" MAX. SPACING, UNLESS NOTED OTHERWISE. COORDINATE ALL FLOOR OPENING DIMENSIONS & CLEARANCES FOR DUCTWORK W/ MECHANICAL CONTRACTOR, TYPICAL. BATHROOM LINEN CLOSETS TO BE PAINTED WOOD. ALL OTHER CLOSETS TO RECEIVE WIRE SHELVING. REFER TO SPECIFICATION FOR TYPE AND MOUNTING HEIGHT. SEE SHEET A-550 FOR TYPICAL PARTITION DETAILS. WHERE FURRED PARTITIONS EXCEED MAXIMUM HEIGHT, BRACE TO ADJACENT STRUCTURE. FIRE SAFE PENETRATIONS AT FIRE RESISTANT RATED PARTITIONS PER UL ASSEMBLY. SEE SHEET A-550 FOR DETAILS. REFER TO SHEET G-010 FOR TYPICAL MOUNTING HEIGHTS. PROVIDE TRIMLESS ACCESS PANELS AT ALL CLEANOUT LOCATIONS. REFER TO PROJECT MANUAL FOR BASIS OF DESIGN. REFER TO A-400 SERIES FOR ENLARGED UNIT PLANS AND ELEVATIONS. NOTE THAT INTERIOR UNIT PARTITION TYPES ARE INDICATED ON ENLARGED UNIT PLANS. PROVIDE CONTINUOUS WATERPROOFING MEMBRANE AT SHOWERS - SECOND FLOOR ONLY. FOR 'TYPE B' UNIT BATHROOMS, PROVIDE REINFORCEMENT FOR FUTURE INSTALLATION OF GRAB BAR BEHIND WATER CLOSET, AS SHOWN IN ELEVATIONS. REFER TO ENLARGED BATHROOM/ KITCHEN PLANS FOR ACCESSIBLE CLEARANCES. REFER TO OVERALL FLOOR PLANS FOR UNIT ENTRY DOOR TAGS.

BEDROOM

BATHROOM

A2 4 A-409

AREA - 1 BEDROOM D NAME AL 1 BEDROOM D IL 1 BEDROOM D

RENTABLE AREA 542 SF 542 SF

LEVEL NAME FIRST FLOOR AL 1 BEDROOM D FIRST FLOOR IL 1 BEDROOM D SECOND FLOOR AL 1 BEDROOM D SECOND FLOOR IL 1 BEDROOM D TOTAL: 19

AREA - 1 BEDROOM C

COUNT 2 6 4 7 19

LEVEL NAME FIRST FLOOR AL 1 BEDROOM C FIRST FLOOR IL 1 BEDROOM C SECOND FLOOR AL 1 BEDROOM C SECOND FLOOR IL 1 BEDROOM C TOTAL: 14

D MIN

BATHROOM

4 A-409

11' - 7"

AREA - 1 BEDROOM B NAME AL 1 BEDROOM B

COUNT 2 4 3 5 14

LINEN

1' - 6"

KITCHEN

9 A-410

3 AL/IL 1 BEDROOM A PLAN - TYPE B

SCALE: 1/4" = 1'-0"

UNIT COUNT - 1 BEDROOM C

NAME RENTABLE AREA AL 1 BEDROOM C 662 SF IL 1 BEDROOM C 663 SF

D K1

9 A-410

4 AL/IL 1 BEDROOM B PLAN - TYPE B

SCALE: 1/4" = 1'-0"

UNIT COUNT - 1 BEDROOM D

11' - 7"

7 AL/IL 1 BEDROOM C PLAN - TYPE B

SCALE: 1/4" = 1'-0"

MIN

CPT

KITCHEN 1' - 6" K1

BATHROOM

11' - 7"

10 AL/IL 1 BEDROOM D PLAN - TYPE B

D1 WD

LINEN

RT D1

11' - 7"

+/- 26' - 4"

MIN

CPT DW

CLOS.

1' - 6"

CPT

5' - 0" MIN CLR

9 A-410

A2 CPT

5' - 0" MIN CLR

E MIN

WD D1

5' - 0" MIN CLR

CLOS.

8' - 5"

KITCHEN

LINEN

KITCHEN 1' - 6"

BATHROOM

9 A-410

WD D1

E E

CLOS.

CPT

A2 4 A-409

8' - 5"

CPT DW

8' - 5"

CPT

CLOS.

5' - 0" MIN. CLR

LINEN

+/- 21' - 4"

CPT

+/- 21' - 4"

4 A-409

PT2 B1

+/- 26' - 4"

PT2 B1

BEDROOM

+/- 21' - 4"

LIVING

8' - 5"

BEDROOM

PT2 B1

1580 Austin Pike Rd, Washington Township, Ohio 45458

NOT DOCUMENTED ON THIS SHEET. +/- 21' - 4"

ELECTRICAL PANEL. REFER TO ELECTRICAL DWGS.

BEDROOM

+/- 21' - 4"

CPT E

CPT

KITCHEN

Centerville Senior Living Community

STOREFRONT TAG; REFER TO EXTERIOR AND INTERIOR ELEVATIONS FOR DIMENSIONS

KITCHEN

5 A-410

ST-X RT

PT2 B1

WINDOW TAG

CPT

PT2 B1

+/- 29' - 8"

CPT

BEDROOM

+/- 38' - 8"

LIVING

ROOM NAME & NUMBER

ROOM SEQUENCE NUMBER LEVEL NUMBER

BALCONY

EXTERIOR FINISH FACE OF BUILDING

PT2 B1

13' - 0"

28' - 0"

COLUMN GRID LINE

SCALE: 1/4" = 1'-0"

UNIT COUNT - 1 BEDROOM B

RENTABLE AREA 672 SF

LEVEL SECOND FLOOR TOTAL: 5

NAME AL 1 BEDROOM B

AREA - 1 BEDROOM A COUNT

UNIT COUNT - 1 BEDROOM A

NAME RENTABLE AREA AL 1 BEDROOM A 609 SF IL 1 BEDROOM A 609 SF

5 5

LEVEL FIRST FLOOR FIRST FLOOR SECOND FLOOR SECOND FLOOR TOTAL: 16

NAME COUNT AL 1 BEDROOM A 3 IL 1 BEDROOM A 4 AL 1 BEDROOM A 5 IL 1 BEDROOM A 4 16

17' - 0"

LIVING/ BEDROOM

17' - 0"

PT2 B1 1 A-410

+/- 21' - 4"

11' - 6"

D C

KITCHEN

BATHROOM A2 A2

2 A-409

WWW.HED.DESIGN

CLOS.

LINEN

1 A-410

MIN

(312) 324-7410

RT D1

1' - 6"

CPT

KITCHEN

MIN

2 A-409

BATHROOM

1' - 6"

CPT

CLOS.

LINEN

MIN

3 A-410

KITCHEN A2

BATHROOM

11' - 6"

11' - 6" 1' - 6"

1 East Wacker Drive Suite 200 Chicago, Illinois 60601 USA

40" MIN. CLR

CPT

CPT B

D D1

5' - 0" MIN CLR

5' - 0" MIN. CLR

D C

BATHROOM

KITCHEN

A2 A2

LINEN

CLOS.

B 3 A-409

CPT

40" MIN. CLR

+/- 26' - 4"

5' - 0" MIN CLR

CLOS.

LINEN

11' - 6"

C:\RevitLocals\2017-02705_Arch_HED_DM_mmartin.rvt

2 A-409

MIN. CLR CPT

5' - 0" MIN CLR

+/- 30' - 9"

PT2 B1 +/- 23' - 4"

LIVING/ BEDROOM

3' - 4 3/4"

MIN CLR CPT

CPT B

LIVING/ BEDROOM

3' - 5" A2

PT2 B1

ACCENT WALL PAINT LOCATION, TYP. REFER TO UNIT PLANS FOR LOCATIONS.

1' - 6" MIN

1 A-410

8' - 11"

6 AL STUDIO D PLAN - TYPE B SCALE: 1/4" = 1'-0"

AREA - STUDIO D NAME AL STUDIO D

RENTABLE AREA 388 SF

NAME AL STUDIO D AL STUDIO D

AREA - STUDIO C COUNT 1 1 2

NAME AL STUDIO C IL STUDIO C

RENTABLE AREA 514 SF 514 SF

SCALE: 1/4" = 1'-0"

UNIT COUNT - STUDIO C LEVEL SECOND FLOOR SECOND FLOOR TOTAL

NAME AL STUDIO C IL STUDIO C

AREA - STUDIO B COUNT 1 1 2

NAME AL STUDIO B IL STUDIO B

RENTABLE AREA 439 SF 438 SF

UNIT COUNT - STUDIO B LEVEL FIRST FLOOR FIRST FLOOR SECOND FLOOR SECOND FLOOR TOTAL

NAME AL STUDIO B IL STUDIO B AL STUDIO B IL STUDIO B

2017-02705-0000

1 AL STUDIO A PLAN - TYPE B

2 AL/IL STUDIO B PLAN - TYPE B

SCALE: 1/4" = 1'-0"

UNIT COUNT - STUDIO D LEVEL FIRST FLOOR SECOND FLOOR TOTAL

8' - 11"

5 AL/IL STUDIO C PLAN - ACC

AREA - STUDIO A COUNT 2 4 3 7 16

NAME AL STUDIO A

RENTABLE AREA 353 SF

UNIT COUNT - STUDIO A LEVEL FIRST FLOOR SECOND FLOOR TOTAL: 5

NAME AL STUDIO A AL STUDIO A

COUNT 2 3 5

NOT FOR CONSTRUCTION

ENLARGED UNIT FLOOR PLANS

A-401

9/8/2017 1:28:40 PM

EXTERIOR ELEVATION GENERAL NOTES B.E.J.

(NOT SHOWN). BRICK EXPANSION JOINT CONT. FROM BASE COURSE TO PARAPET ABOVE. BRICK EXPANSION JOINTS TO BE LOCATED EVERY 20'-0" O.C. ELEVATION DETAIL TAG. REFER TO SHEET A-521 FOR TYPICAL WALL SECTION DETAILS. EXPANSION JOINT LOCATION

A. B. C. D.

REFER TO SHEET A-520 FOR WALL & ROOF ASSEMBLIES. REFER TO SHEETS A-500, A-501, A-502, & A-503 FOR WALL PROFILES. REFER TO SHEET A-600 FOR WINDOW TYPES. BRICK TO BE LAYED IN THIRD RUNNING BOND

MATERIAL LEGEND

EXPANSION JOINT

A-211

MTL-04

ST-01

FC-01

BR-01

FC-02

Centerville Senior Living Community

A-501

WS-01

FC-01

ROOF 29' - 10"

1580 Austin Pike Rd, Washington Township, Ohio 45458

KEYNOTE LEGEND ST-03

KEY

2 SC-02 SC-01

BR-01 FC-01 FC-02 FC-08 GL-10 MTL-04 RA-3 RA-5 SC-01

ST-01

A-430

KEYNOTE

SECOND FLOOR 16' - 0" SC-01 SC-02

ST-01 ST-03 STSTL-07 WD-11 WD-12 WDST-04 WS-01

1 A-502

Issued For

09/08/2017 ISSUED FOR SD & PRICING

CLAY FACE BRICK 1 FIBER CEMENT PANELS 1 FIBER CEMENT PANELS 2 FIBER CEMENT SOFFIT AND FASCIA W/ GRAVEL STOP SAFETY GLASS CONTINUOUS METAL COPING ROOF ASSEMBLY 3 ROOF ASSEMBLY 5 4"H X 10"W ROOF SCUPPER-PRIMARY STORM DRAINAGE TO CONNECT TO DOWNSPOUT 4"H X 10"W ROOF SCUPPER-OVERFLOW STORM DRAINAGE TO CONNECT TO DOWNSPOUT; SPLASH TO GRADE STONE VENEER CAST STONE CAP STAINLESS STEEL CABLE RAIL TREATED WOOD DECKING AND FASCIA WOOD POSTS EXPOSED LVL BEAMS, REFER TO STRUCTURAL WOOD SIDING

SC-02

FIRST FLOOR 0' - 0"

Date

5 WEST ELEVATION AREA C SCALE: 1/8" = 1'-0"

A-210

A-212

MTL-04 8 RA-3 FC-08 WDST-04

A-500

MTL-04 FC-02

1 A-501

ST-03

SIM

A-500

BR-01

ST-03

ST-01

FC-02

A-500

SIM NO EYEBROW

SIM

RA-3 FC-08

A-500 BR-01 WS-01

WDST-04 MTL-04 ST-03

ROOF 29' - 10"

WS-01 STSTL-07 WD-12 RA-5 WD-11

STSTL-07 WD-12 WD-11

6' - 0"

3' - 0"

3' - 0" 7' - 0"

7' - 0" ST-03

7' - 0"

SECOND FLOOR 16' - 0"

3' - 0"

SECOND FLOOR 16' - 0"

FIRST FLOOR 0' - 0"

GL-10

3' - 0"

GL-10

ST-01

6' - 5 1/2"

GL-10

6' - 5 1/2"

BR-01 ST-03

GL-10

ST-01

4 SOUTH ELEVATION AREA A

3 NORTH ELEVATION AREA D

SCALE: 1/8" = 1'-0"

1 A-500

SIM

RA-3 MTL-04

A-211

A-500

FIRST FLOOR 0' - 0"

SCALE: 1/8" = 1'-0"

SIM

A-212

A-500

FC-02 WDST-04

ST-03

SIM 7 NO EYEBROW A-500 BR-01

SIM

A-500

MTL-04

WS-01

FC-08

B/O TRUSS 27' - 10" STSTL-07 WD-12

WS-01

RA-5

A-431

WD-11

FC-02

7' - 0"

3' - 0"

SECOND FLOOR 16' - 0"

ST-01 BR-01

6' - 5 1/2"

FIRST FLOOR 0' - 0"

ST-01 GL-10

A-221

ST-03

2 WEST ELEVATION AREA D

SCALE: 1/8" = 1'-0"

3 A-212

1 MTL-04

WDST-04 5

RA-3

A-500

4 A-500

FC-08

2 A-500

MTL-04

1 A-500

FC-01

ST-03

5 A-221

RA-3

A-223

A-224

2 3

A-221

FC-08

FC-02 WDST-04

1 East Wacker Drive Suite 200 Chicago, Illinois 60601 USA (312) 324-7410

ROOF 29' - 10"

BR-01

WWW.HED.DESIGN

A-221

STSTL-07 WS-01 A-431

RA-5

5 1

SECOND FLOOR 16' - 0"

GL-10

A-220

7' - 0"

ST-01

6' - 5 1/2"

A-222 A-222

3' - 0"

ST-03

7' - 0"

C:\RevitLocals\2017-02705_Arch_HED_DM_mmartin.rvt

A-220

WD-12 WD-11

A-223

6 3

6' - 5 1/2"

FC-02

GL-10 WS-01

FIRST FLOOR 0' - 0"

ST-01 ST-03

A-222 A-222

A-222

2017-02705-0000

EXTERIOR ELEVATIONS

1 A-220 4

1 NORTH MC ENTRY ELEVATION SCALE: 1/8" = 1'-0"

A-222

NOT FOR CONSTRUCTION

A-220

9/8/2017 1:51:32 PM

KEYNOTE LEGEND KEY BPL-01 MTL-02 MTL-04 MV-01 PLY-03 RF-01 SLNT-01 ST-03 STSTL-06 WDST-01 WP-01

KEYNOTE (1) CONTINUOUS BOTTOM PLATE METAL THROUGH WALL FLASHING CONTINUOUS METAL COPING MASONRY CELL VENT @ 48" O.C. 3/4" FIRE RATED PLYWOOD SHEATHING ROOF MEMBRANE CONTINUOUS 1/2" SILICONE SEALANT AND BACKER ROD CAST STONE CAP STEEL PLATE; REFER TO STRUCTURAL WOOD STUDS, SEE SCHEDULE FOR SIZE AND SPACING

Centerville Senior Living Community

1580 Austin Pike Rd, Washington Township, Ohio 45458

Date

Issued For

09/08/2017 ISSUED FOR SD & PRICING

ST-03 CONT DRIP EDGE, EA SIDE

2 1/2"

PRECAST STONE CAP, SEE JOINT DETAIL

MTL-04

PROVIDE SLOT AT EA END FOR CAP ANCHOR

3/8" x 2" STEEL BAR VERTICALS ASPHALT SHINGLES (MIN. CLASS B FIRE RATING)

MV-01

ROOFING MEMBRANE, EXTEND UP AND OVER STUD WALL AND OVER THE WEATHER BARRIER. PROVIDE FULL WALL DEPTH LAP OF MEMBRANES.

REFER TO PLANS FOR WALL TYPE

STSTL-06 PLY-03

RF-01

ASPHALT SHINGLES (MIN. CLASS B FIRE RATING) SEE ROOF PLAN FOR EJ LOCATIONS

BPL-01

SEE ROOF PLAN FOR EJ LOCATION

1HR RATED ROOF ASSEMBLY (ROOF ASSEMBLY 1) SEE 12/A-520)

4'-0" MIN.

FIRE RETARDENT - TREATED ROOF SHEATHING

REFER TO PLANS

1HR RATED ROOF ASSEMBLY (ROOF ASSEMBLY 1) SEE 12/A-520)

1 1/2"

3/8" x 2" STEEL INTERMEDIATE 'U' BRACKET SECURED TO CONC. PIT WALL W/ 2 - 1/2" DIA. EXPANSION BOLTS

REFER TO STRUCTURAL DWGS FOR WOOD ROOF TRUSS CONNECTION

3/4" DIA. RUNGS AT 12" O.C. W/ NON-SLIP COATING

L 3" x 2" x 3/8" SECURED TO FLOOR W/ 1/2" DIA. EXPANSION BOLTS (TYPICAL)

SEE PLAN

SCHEDULED CEILING, REFER TO REFLECTED CEILING PLANS

'D2' 2-HR RATED SHAFT PARTITION EXTENDS FROM SLAB ON GRADE TO ROOF. SEE SHEET A-550 FOR PARTITION DETAIL

SCHEDULED CEILING, REFER TO REFLECTED CEILING PLANS

RATED WALL PARTITION EXTENDS FROM SLAB ON GRADE TO ROOF, SEE PLAN; REFER TO SHEET A-550 FOR PARTITION DETAIL

4 ACCESS LADDER SECTION

2 ROOF_PARAPET_BR_WD

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

RATED WALL PARTITION EXTENDS FROM SLAB ON GRADE TO ROOF, SEE PLAN; REFER TO SHEET A-550 FOR PARTITION DETAIL

PRECAST CAP JOINT SEALANT W/ BACKER ROD IN PRECAST CAP JOINT

3/4

PROVIDE SLOT AT EA END FOR CAP ANCHOR, REFER TO PRECAST CAP JOINT DETAIL ABOVE

2 1/2"

VESTIBULE

ST-03 2"

MTL-04

1 HR RATED ASSEMBLY TYP.

SLNT-01 EACH SIDE

CONT DRIP EDGE, EA SIDE CONT GALV BENT PLT MV-01

2' - 0"

INTERSTITIAL SPACE

PREFAB INSULATED ROOF HATCH AND CURB

2' - 0"

INTERSTITIAL SPACE

WP-01

MANUF. CAP FLASHING

EXTEND ROOF MEMBRANE UP PREFAB CURB AND UNDER CAP FLASHING BASE FLASHING

WEATHER BARRIER, LAP OVER COUNTER FLASHING

SEAL VAPOR BARRIER TO BASE OF PREFAB CURB ANCHORS 1 HR RATED ASSEMBLY TYP.

1 HR RATED ASSEMBLY TYP.

'D2' 2-HR RATED SHAFT PARTITION EXTENDS FROM SLAB ON GRADE TO ROOF. SEE SHEET A-550 FOR PARTITION DETAIL

C:\RevitLocals\2017-02705_Arch_HED_DM_mmartin.rvt

SEE PLAN

LAP JOINT SEALANT

FLASHING AND COUNTERFLASHING

SCHEDULED ROOF ASSEMBLY

REFER TO CEILING PLANS FOR CEILING TYPE AND HEIGHT, TYP. ALL FRAMING OF DROPPED CEILINGS BELOW RATED FLOOR CEILING ASSEMBLIES TO BE COMPRISED OF FIRERETARDANT TREATED WOOD PER IBC 803.11.2.1 OR OF NON-COMBUSTIBLE MATERIALS, TYP.

RATED WALL PARTITION EXTENDS FROM SLAB ON GRADE TO ROOF, SEE PLAN; REFER TO SHEET A-550 FOR PARTITION DETAIL

VESTIBULE

RETURN ROOFING MEMBRANE OVER SCUPPER FLANGE AND BASE AS SHOWN BPL-01

VEGETATED ROOF TRAY

RETURN AND SEAL SCUPPER FLANGES AT OPENING, TYP

1 East Wacker Drive Suite 200 Chicago, Illinois 60601 USA (312) 324-7410 WWW.HED.DESIGN

MTL-02

SECOND FLOOR

RATED WALL PARTITION EXTENDS FROM SLAB ON GRADE TO ROOF, SEE PLAN; REFER TO SHEET A-550 FOR PARTITION DETAIL

RF-01

ROOFING MEMBRANE TO RETURN INTO SCUPPER; LAP AND SEAL AS REQD RA-5 (NOT GRAPHICALLY CORRECT IN THIS DETAIL)

SEE PLAN

3 ROOF_ROOF HATCH_ SCALE: 1 1/2" = 1'-0"

6 SECTION DETAIL AT FIRE WALL SCALE: 1" = 1'-0"

5 SECTION DETAIL AT FIRE WALL VESTIBULE SCALE: 1" = 1'-0"

2017-02705-0000

WALL SECTION

ROOF OPENING

1 ROOF_PARAPET SCUPPER_VEGE_BR_WD SCALE: 1 1/2" = 1'-0"

NOT FOR CONSTRUCTION

A-522

DOB APPROVAL STAMPS

GENERAL NOTES 1.

REFER TO STRUCTURAL DRAWINGS FOR NEW SLAB INFILL INFORMATION. 2. REFER TO SHEET A-473 FOR ROOF EGRESS WALKWAY AND GUARDRAIL DETAILS. 3. REFER TO SHEET A-471 FOR GALVANIZED METAL STAIR DETAILS. 4. REFER TO SHEET A-472 FOR INTERIOR STAIR DETAILS. 5. REFER TO MECHANICAL DRAWINGS FOR EQUIPMENT. 6. REFER TO SHEET A-661 FOR TYPICAL FIRE RESISTIVE CONSTRUCTION DETAILS 7. REFER TO SHEET A-661 FOR TYPICAL PENETRATION DETAILS 8. REFER TO SHEET A-612 FOR SILL DETAILS AT UNIT ENTRIES 9. REFER TO ALLOWANCES FOR PATCHING OF EXISTING CLAY TILE PARTITIONS AT BASEMENTS AND TRASH CHUTES. 10. INSTALL NEW SHAFT WALL CONSTRUCTION WHERE EXISTING TRASH CHUTES ARE REMOVED FOR PIPING AND EXHAUST INSTALLATION. 11. INSTALL SURFACE MOUNTED FIRE EXINGUISHER AND CABINET AT STAIRWELLS IN BASEMENT LANDING AND PENTHOUSE OR TOP FLOOR LANDING AT BUILDINGS N-01, N-03, N-07, N-08 (STAIR 5 AND STAIR 6 ONLY), N-09, N-10, N-11, N-12, N-13, AND N-14. FINAL LOCATION TO BE DETERMINED. 12. INSTALL SURFACE MOUNTED FIRE EXTINGUISHER AT BUILDING N-15 AND N-16. INSTALL TWO PER FLOOR. FINAL LOCATION TO BE DETERMINED. 13. IN BASEMENT ONLY, INSTALL MASONRY CONTROL JOINT IN CMU WALLS WHERE LENGTH OF WALL IS OVER 30'-0". 14. SALVAGE EXISTING LOOSE TERRA COTTA BLOCK AT STAIRWELLS FOR REINSTIALLATION. INSTALL NEW GLAZED TERRA COTTA BLOCK WHERE BLOCK IS MISSING AT STAIRWELL LOCATIONS. REFER TO ALLOWANCES FOR EXTENT OF GLAZED TERRA COTTA PATCHING AND REPLACMENT. CONTRACTOR OPTION TO USE GLAZED CMU WHERE EPOXY IS INDICATED. 15. REFER TO DEMOLITION SHEETS FOR EXISTING TRASH CHUTE INFORMATION. 16. PROVIDE VINYL COATED WIRE SHELVING AT UNIT CLOSETS. REFER TO PLANS AND SPECIFICATION. 17. WIRE SHELVING IN UNITS THAT ARE "TYPE A, 504, AND/OR IAC" ARE TO BE MOUNTED AT THE ACCESSIBLE REACH RANGE OF 48" MAXIMUM TO TOP OF SHELF. 18. PATCH EXISTING CONCRETE SLABS AND BEAMS AT WALL DEMOLITION LOCATIONS, EXISTING ANCHOR HOLES, AND EXISTING MEP. INSTALL PATCH SMOOTH TO EXISTING CONCRETE SURFACE. 19. PROVIDE HEAVY DUTY WIRE SHELVING AT BASEMENT JANITOR CLOSETS. REFER TO PLANS AND SPECIFICATION. 20. REFER TO STAIR PLANS FOR GRILLE VENT (L12) LOCATION 21. BIKE RACKS - PROVIDE SARIS CYCLING GROUP MODELS 8010 OR 8110 FOR 10-BIKE STORAGE QUANTITY AND MODEL 8018 OR 8118 FOR 8BIKE STORAGE QUANTITY.

1 EAST WACKER DR. SUITE 200 | CHICAGO, IL 60601 312.324.7410 | WWW.HED.DESIGN

PROJECT

LATHROP HOMES PHASE 1A 2000 West Diversey Pkwy. Chicago, IL

CLIENT

LATHROP COMMUNITY PARTNERS 350 West Hubbard Street #300, Chicago, IL 60654

FLOOR PLAN LEGEND COLUMN GRID LINE

COL

SITE KEYPLAN

BLDG. N-01 2986-92 N. Clybourn

VIII

5 4"

87' - 9 1/2" 13' - 10"

10' - 9"

8' - 8 1/2"

10' - 11"

12' - 11"

10' - 1 1/2"

11' - 10 1/2"

8' - 8 1/2"

1-101A

INDICATES ROOM NUMBER SUFFIX DENOTES NUMBER OF ADDITIONAL DOOR IN ROOM DOOR

PARTITION TYPE

+/- 5 1/2" 1' - 1 1/2"

N01.101

8' - 6 1/4"

N01.103

N01.104

10' - 3"

ROOM NAME X-XXX

ROOM SEQUENCE NUMBER

T02.B

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

6' - 1"

CLOS

3' - 5"

4' - 1"

T04.E

CONCRETE SLAB IN-FILL. REFER TO S-001.TYP FOR DETAIL

UNIT ENTRY

+/- 3' - 11 1/2"

STAIR 2

T04.A

SEE 6 / A-460.N01

8' - 10 1/2" CLR

ALIGN

X1 K1

ACCESSIBLE OPERABLE WINDOW

#-#

LOUVER WITH FALSE FIXED WINDOW IN FRONT, SEE A-650

T04.E

K2 A2

CLOS

ISSUANCE

DATE

3' - 10"

+/- 8' - 1"

KITCHEN TYPE 1.2

1 2 3 4 5 7 8 9

50 PERCENT DESIGN DEVELOPMENT 100 PERCENT DESIGN DEVELOPMENT CHECKSET ISSUED FOR PERMIT ISSUED FOR BID ISSUED FOR CLARIFICATION 6 ISSUED FOR PART II AMENDMENT I ISSUED FOR CONSTRUCTION

12/04/2015 01/04/2016 04/01/2016 05/06/2016 05/27/2016 07/29/2016 09/01/2016 12/01/2016

30' - 0 1/2"

3' - 2 1/2"

28' - 0"

2' - 5 1/2"

3" DW

NO.

A2 H2

143 SF

N01.104 L4

LIVING

125 SF

104 SF

REFER TO DETAIL 7/A-661 FOR FIRERESISTIVE CONSTRUCTION DETAIL WHERE DEMISING WALL MEETS EXISTING, EXTERIOR WALL, TYP. AT ALL FIRE-RATED UNIT SEPARATIONS.

Y Y.1

7 1/2"

6' - 7"

7 1/2"

8 1/2"

SEE 6 / A-412

98 SF

T02.C

T04.C

BEDROOM

REF.

LIVING

1' - 10"

4' - 3 1/2"

BATHROOM TYPE 8

14' - 3"

4' - 2 1/4"

8' - 4 1/2"

T04.H

Y U

5' - 1 1/2"

CLOS

11' - 6" CLR

CL 3' - 5"

J12

FIRE EXTINGUISHER CABINET, EQ-06. REFER TO PROJECT MANUAL

FEC

2' - 0 1/2"

T04.D

90 SF

10 1/2"

T02.H

9' - 9 1/2"

3' - 11"

KITCHEN TYPE 6.3

N01.103

1' - 0"

10"

ALIGN

2' - 4"

T02.E

T02.D

6' - 5"

CLOS

B2 REF.

CLOS

KITCHEN TYPE 4.4

+/- 4' - 7 1/2"

T04.B

X1 T02.A

64 SF

REF.

T03.A

8' - 2" CLR

12' - 5 1/2" CLR

4' - 2" CLR

LIVING

45' - 6"

12' - 8"

T01.A

N01.101

1' - 3"

146 SF

5' - 2"

55 SF SEE 1 / A-413 SIM.

WINDOW TAG

T03.D

3' - 11"

T03.C

1' - 9"

136 SF

1' - 3"

STAIR 1 SEE 5 / A-460.N01

BATHROOM TYPE 11

BEDROOM

T03.G

111 SF

+/- 4' - 7 1/2"

T03.G

11"

9' - 6"

2' - 5"

2' - 6"

T01.D

1' - 0"

+/- 11' - 11" L4

3' - 4"

T01.G

J12

CLOS

7' - 7 1/2"

T01.C

58 SF SEE 1 / A-413

2' - 5"

10' - 1"

7' - 3"

CLOS

2' - 10"

BATHROOM TYPE 11

A2 A2

6" 8" A2

2' - 9"

T03.B

CLOS

T01.G

1' - 10 1/2"

T01.G

CL +/- 11' - 11"

4' - 0 1/2"

143 SF

6' - 6 1/2"

BEDROOM

T01.B

10' - 0"

1' - 3 1/2"

15' - 4"

7' - 6"

51 SF SEE 1 / A-413 F3

1' - 2"

5' - 10 1/2"

5' - 1"

BUILDING KEYPLAN

LEVEL NUMBER

1' - 1 1/2"

BATHROOM TYPE 11

ROOM NAME & NUMBER

K0 A2

A2 L4

REF.

J12

13' - 2 1/2"

9 U

A2 SEAL

10' - 6" CLR

+/- 3' - 11 1/4"

3' - 11"

KITCHEN TYPE 6.0

N01.102 CL

LIVING 157 SF

101 SF L4 L6 WINDOW TYPES

11/21/2016 3:33:16 PM

15' - 0"

28' - 0" 43' - 0"

VIII

VII

ENLARGED UNIT PLANS 1/4" = 1'-0"

TYPE

HEIGHT

WIDTH

SILL HEIGHT

5' - 6"

3' - 2"

1' - 10 3/8"

5' - 6"

4' - 0"

1' - 10 3/8"

5' - 6"

4' - 0"

3' - 5 1/2"

5' - 5 5/8"

6' - 2"

2' - 4"

PROJECT NO.

5' - 5 5/8"

4' - 0"

2' - 4"

DRAWN BY

5' - 5 5/8"

3' - 2"

2' - 4"

REVIEWED BY

4' - 4 1/4"

3' - 2"

3' - 5 1/2"

4' - 4 1/4"

2' - 4"

3' - 5 1/2"

SHEET NUMBER

Graphic Scale: 1 inch = 4 feet

BLDG. N-01

A-120.N01 ENLARGED UNIT PLANS

12'

SHEET TITLE

DOB APPROVAL STAMPS

GENERAL NOTES 1.

III

30' - 0 1/2" 14' - 0"

26' - 2" E

6' - 1 1/2"

CLOS

5' - 1"

52 SF SEE 6 / A-413

163 SF

5' - 7 1/2"

C 1' - 8" L

REF.

72 SF

2' - 0"

KITCHEN TYPE 1.0 145 SF

10' - 1 1/2" 11' - 10 1/2" 52' - 1 1/2"

8' - 8 1/2"

N01.109

WD T

T09.D

45 SF T09.B

3' - 0"

SEE 1 / A-413

T09.E

CLOS A3

A 3' - 5"

SEAL

N01.109 LIVING

130 SF L4

12' - 2 1/2"

BATHROOM TYPE 11

2' - 8 1/2"

REF.

KITCHEN TYPE 1.0

T09.C

12' - 1" CLR

9' - 9"

K1 K1

16' - 6"

N01.107

T09.A

12' - 1"

J12.1

CL X1

W.1

LIVING

LOUVER WITH FALSE FIXED WINDOW IN FRONT, SEE A-650

14' - 6"

T09.G

1' - 5 1/2" F3

T07.D

2' - 9 1/2"

BATHROOM TYPE 12

T07.B 5' - 8 1/2" 10"

2' - 6"

10' - 6 1/2"

3' - 5"

1' - 3"

ALIGN

SEE 8 / A-460.N01

N01.107

2' - 0" T07.H 4' - 1"

#-#

K1 2' - 0"

138 SF

CL T

T07.A

10" T

3' - 5 1/2"

6' - 3 1/2"

2' - 0 1/2"

Y.1

CLOS

ACCESSIBLE OPERABLE WINDOW

12/04/2015 01/04/2016 04/01/2016 05/06/2016 05/27/2016 07/29/2016 09/01/2016 12/01/2016

BEDROOM

N01.108

3' - 6 1/2"

STAIR 3

50 PERCENT DESIGN DEVELOPMENT 100 PERCENT DESIGN DEVELOPMENT CHECKSET ISSUED FOR PERMIT ISSUED FOR BID ISSUED FOR CLARIFICATION 6 ISSUED FOR PART II AMENDMENT I ISSUED FOR CONSTRUCTION

11' - 10 1/2"

H2 T08.A

1 2 3 4 5 7 8 9

DATE

STAIR 4

UNIT ENTRY

ISSUANCE

SEE 7 / A-460.N01

NO.

9' - 6 1/2"

144 SF

CLOS

H.1

CONCRETE SLAB IN-FILL. REFER TO S-001.TYP FOR DETAIL

+/- 12' - 2"

T08.F

127 SF

5' - 1"

2' - 5"

FIRE EXTINGUISHER CABINET, EQ-06. REFER TO PROJECT MANUAL

FEC

141 SF

REF.

WINDOW TAG

N01.106

3' - 4 1/2"

10' - 4"

LIVING

93 SF

BEDROOM

124 SF

CLOS

10' - 10"

KITCHEN TYPE 1.2

N01.105

LEVEL NUMBER

11 1/2" 1' - 10"

5' - 0"

8' - 10" T06.G

KITCHEN TYPE 1.2

2' - 1 1/2"

CLOS A2

KITCHEN TYPE 1.0

BUILDING KEYPLAN

195 SF

25' - 6"

T06.F

ROOM SEQUENCE NUMBER

40' - 0"

14' - 3"

REF.

14' - 7" CLR

36' - 8 1/2"

K1 T06.C

J12

REF.

T06.D

CLOS

3' - 0"

CLOS

2' - 5"

T05.G

12' - 2 1/2"

3' - 5"

+/- 4' - 10 1/2"

K1 +/- 8' - 8"

2' - 4 1/2"

T06.G

CLOS

4' - 7 1/2"

T08.D

124 SF

ROOM NAME & NUMBER

X-XXX

LIVING

1' - 0 1/2"

4' - 0"

ROOM NAME

N01.108

T05.E

2' - 4"

1' - 5"

5' - 9"

6' - 0"

4' - 2 1/2"

T05.C

+/- 4' - 7"

28' - 0"

30' - 0 1/2"

ALIGN

1' - 5" C L 3' - 1 1/2"

4' - 1"

N01.106

PARTITION TYPE

W.2

T06.C

2' - 5"

3' - 11 1/2"

109 SF

J16 L4

T06.B

B2 T05.A

BEDROOM

T06.A

56 SF SEE 1 / A-413

3' - 5"

T05.D

T05.E

CLOS

T05.B

BATHROOM TYPE 11

A2 W

+/- 15' - 7"

+/- 4' - 0"

132 SF

2' - 8"

55 SF SEE 6 / A-412

3' - 7"

3' - 8 1/2"

BEDROOM

3' - 7 1/2"

J8 +/- 10' - 10 1/2"

7' - 0 1/2"

+/- 11' - 11"

1' - 2"

T08.B

3' - 0"

1' - 10 1/2"

9' - 4"

6' - 1"

56 SF SEE 1 / A-413 SIM.

H2 F3

BATHROOM TYPE 8

CLOS

T08.C

4' - 11 1/2"

10' - 6"

DOOR

BEDROOM

2' - 5"

T08.J

1' - 9 1/2"

Z BATHROOM TYPE 11

2' - 5"

16' - 2 1/2"

N01.106

T08.F

99 SF

CLOS

11' - 3"

2' - 0"

BLDG. N-01

9' - 2"

N01.105

1' - 5"

T08.C

2' - 4 1/2"

10' - 1 1/2"

9" L

58' - 7" 11' - 10 1/2"

9' - 0"

1.2

SITE KEYPLAN

INDICATES ROOM NUMBER SUFFIX DENOTES NUMBER OF ADDITIONAL DOOR IN ROOM 1-101A

350 West Hubbard Street #300, Chicago, IL 60654

2986-92 N. Clybourn

4' - 1"

CLOS

4' - 7 1/2"

T08.F

5' - 0 1/2"

LATHROP COMMUNITY PARTNERS

N01.107

BEDROOM

CLIENT

COLUMN GRID LINE

108 SF

2000 West Diversey Pkwy. Chicago, IL

REF.

1' - 11"

LATHROP HOMES PHASE 1A

FLOOR PLAN LEGEND COL

J12.1

PROJECT

14' - 0"

2' - 0 1/2"

1 EAST WACKER DR. SUITE 200 | CHICAGO, IL 60601 312.324.7410 | WWW.HED.DESIGN

WINDOW TYPES

N01.108

11/21/2016 3:33:17 PM

B3 22' - 1"

W U

28' - 0" 50' - 1"

ENLARGED UNIT PLANS 1/4" = 1'-0"

TYPE

HEIGHT

WIDTH

SILL HEIGHT

5' - 6"

3' - 2"

1' - 10 3/8"

5' - 6"

4' - 0"

1' - 10 3/8"

5' - 6"

4' - 0"

3' - 5 1/2"

5' - 5 5/8"

6' - 2"

2' - 4"

DRAWN BY

5' - 5 5/8"

4' - 0"

2' - 4"

REVIEWED BY

5' - 5 5/8"

3' - 2"

2' - 4"

4' - 4 1/4"

3' - 2"

3' - 5 1/2"

4' - 4 1/4"

2' - 4"

3' - 5 1/2"

PROJECT NO.

SHEET NUMBER

Graphic Scale: 1 inch = 4 feet

BLDG. N-01

A-121.N01 ENLARGED UNIT PLANS

12'

SHEET TITLE

DOB APPROVAL STAMPS

1 EAST WACKER DR. SUITE 200 | CHICAGO, IL 60601 312.324.7410 | WWW.HED.DESIGN

1 A-300.N01

W.1

W.2

EXISTING STONE COPING. REFER TO SHEETS A-500 AND A-560 FOR REPAIR WORK.

Roof 2 35' - 3 3/4"

REFER TO SHEET A-105.N01 FOR NEW EGRESS WALKWAY AND GUARDRAIL.

8' - 10"

NEW MODIFIED BITUMEN ROOF SYSTEM. REFER TO SHEETS A-500 AND A-560 FOR DETAILS.

LEVEL PH 26' - 6" PROJECT

8' - 10"

EXISTING CONCRETE COLUMNS EXISTING REINFORCED CONCRETE SLAB

LATHROP HOMES PHASE 1A 2000 West Diversey Pkwy. Chicago, IL

8' - 10"

LEVEL 3 17' - 8"

INTERIOR UNIT DEMISING WALLS. SEE PLAN.

CLIENT

LEVEL 2 8' - 10"

LATHROP COMMUNITY PARTNERS

8' - 10"

350 West Hubbard Street #300, Chicago, IL 60654

LEVEL 1 0' - 0"

SITE KEYPLAN

BLDG. N-01

8' - 10"

2986-92 N. Clybourn

LEVEL B1 -8' - 10"

BUILDING KEYPLAN

LONGITUDINAL SECTION 1/8" = 1'-0"

NO.

VIII

VII

4 5 8 9

ISSUANCE

DATE

ISSUED FOR PERMIT ISSUED FOR BID ISSUED FOR PART II AMENDMENT I ISSUED FOR CONSTRUCTION

05/06/2016 05/27/2016 09/01/2016 12/01/2016

2 A-300.N01

EXISTING CHIMNEY/TRASH CHUTE REFER TO SHEET A-105.N01 FOR NEW EGRESS WALKWAY AND GUARDRAIL. NEW MODIFIED BITUMEN ROOF SYSTEM. REFER TO SHEETS A-500 AND A-560 FOR DETAILS.

Roof 2 35' - 3 3/4" 8' - 10"

EXISTING STONE COPING. REFER TO SHEETS A-500 AND A-560 FOR REPAIR WORK.

LEVEL PH 26' - 6" 8' - 10"

INTERIOR UNIT DEMISING WALLS. SEE PLAN.

8' - 10"

LEVEL 3 17' - 8"

L4 FURRING WALL ON EXISTING, CLAY TILE EXTERIOR WALL.

LEVEL 2 8' - 10" 8' - 10"

EXISTING REINFORCED CONCRETE SLAB

LEVEL 1 0' - 0" 8' - 10"

SEAL

11/21/2016 1:42:40 PM

LEVEL B1 -8' - 10"

PROJECT NO. DRAWN BY REVIEWED BY SHEET NUMBER

TRANSVERSE SECTION 1/8" = 1'-0"

Author Checker

BLDG. N-01

A-300.N01 BUILDING SECTIONS SHEET TITLE

DOB APPROVAL STAMPS

STAIR GENERAL NOTES 1. 2. 3. 4.

STAIR 1

4' - 11"

4' - 5 1/2"

STAIR 2

7' - 4" EXISTING

6 TREADS @ 10" EA. = 5' - 0"

3' - 5" EXISTING HISTORIC METAL RAILING INSTALLED ON NEW STAIR

EXISTING HISTORIC METAL RAILING INSTALLED ON NEW STAIR

STAIR LEGEND 5/8" DRYWALL ADHERED TO EXISTING MASONRY WALL

1 EAST WACKER DR. SUITE 200 | CHICAGO, IL 60601 312.324.7410 | WWW.HED.DESIGN

STAIR 3

3' - 6 1/2"

5 1/2"

TRASH CHUTE. REFER TO DETAIL 5/A-661

3' - 6"

CONCRETE SLAB IN-FILL

3' - 5 1/2"

4' - 4 1/2"

3' - 6 1/2"

7' - 6" EXISTING

6 TREADS @ 10" EA. = 5' - 0"

TRASH CHUTE. REFER TO DETAIL 5/A-661 16

4' - 5 1/2"

6 1/2"

7' - 7" EXISTING

7 1/4"

STAIR 4

7 TREADS @ 10" EA. = 5' - 10"

3' - 6 1/2"

3' - 5 1/2"

3' - 9"

4' - 0"

3' - 5 1/4"

7' - 6" EXISTING

7 TREADS @ 10" EA. = 5' - 10"

EXISTING HISTORIC METAL RAILING INSTALLED ON NEW STAIR

5' - 0 1/2"

6 TREADS @ 10" EA. = 5' - 0"

3' - 5 1/2"

EXISTING DECORATIVE RAILINGS AT STAIRS AND BASEMENTS FROM ALL ARE TO BE SALVAGED. SEE SHEET A-470 FOR STAIR SECTIONS AND DETAILS SEE SHEET A-612 FOR UNIT ENTRY DOOR HEAD AND JAMB DETAILS STAIRWAY, PORCH, DECK AND BALCONY RAILING, BOTH EXTERIOR AND INTERIOR SHALL BE DESIGNED TO RESIST A SIMULTANEOUS VERTICAL AND HORIZONTAL THRUST OF 50 LBS./FT. APPLIED AT THE TOP OF THE RAILING OR A CONCENTRATED LOAD OF 200 LBS./FT. IN ANY DIRECTION, WHICHEVER PRODUCES THE GREATEST STRESS. FOR ONE- AND TWO-FAMILY DWELLING UNITS, A THRUST OF 20 LBS/FT MAY BE USED INSTEAD OF 50 LBS./FT. FOR INTERIOR STAIR BALUSTERS OR WALLMOUNTED INTERIOR HANDRAILS ONLY.

EXISTING HISTORIC METAL RAILING INSTALLED ON NEW STAIR

ENLARGED STAIR PLAN- PENTHOUSE STAIR 4

1/4" = 1'-0"

ENLARGED STAIR PLAN- PENTHOUSE STAIR 3

ENLARGED STAIR PLAN- PENTHOUSE STAIR 2

1/4" = 1'-0"

ENLARGED STAIR PLAN- PENTHOUSE STAIR 1 1/4" = 1'-0"

PROJECT 4' - 10"

STAIR 1

LATHROP HOMES PHASE 1A

DN 6 TREADS @ 10" EA. = 5' - 0"

STAIR 3

5' - 1"

3' - 6 1/2"

6 TREADS @ 10" EA. = 5' - 0"

EXISTING HISTORIC METAL RAILING INSTALLED ON NEW STAIR

3' - 5 1/2"

CLIENT

LATHROP COMMUNITY PARTNERS 350 West Hubbard Street #300, Chicago, IL 60654

EXISTING HISTORIC METAL RAILING INSTALLED ON NEW STAIR

SITE KEYPLAN

7' - 4" EXISTING TRASH CHUTE. REFER TO DETAIL 5/A-661

BLDG. N-01 2986-92 N. Clybourn

9' - 1 1/2"

4' - 4 1/2"

STAIR 4

4' - 4 1/2"

3' - 6 1/2"

EXISTING HISTORIC METAL RAILING INSTALLED ON NEW STAIR

3' - 6 1/2"

TRASH CHUTE. REFER TO DETAIL 6/A-661

7' - 6" EXISTING

DN 6 TREADS @ 10" EA. = 5' - 0"

NEW SHAFT WALL INFILL. REFER TO 19/A-661 FOR DETAIL

TRASH CHUTE. REFER TO DETAIL 5/A-661 NEW SHAFT WALL INFILL. REFER TO 19/A-661 FOR DETAIL

NEW SHAFT WALL INFILL. REFER TO 19/A-661 FOR DETAIL 12

6 TREADS @ 10" EA. = 5' - 0" 3' - 6 1/2"

9' - 3 1/2"

4' - 0"

7' - 7" EXISTING

3' - 6 1/2"

6 TREADS @ 10" EA. = 5' - 0"

5" 3' - 6 1/2"

7' - 6" EXISTING

4' - 10 1/2"

6 TREADS @ 10" EA. = 5' - 0"

TRASH CHUTE. REFER TO DETAIL 5/A-661

STAIR 2

6 TREADS @ 10" EA. = 5' - 0"

EXISTING HISTORIC METAL RAILING INSTALLED ON NEW STAIR

6 TREADS @ 10" EA. = 5' - 0"

2000 West Diversey Pkwy. Chicago, IL

ENLARGED STAIR PLAN - TYPICAL STAIR 4

1/4" = 1'-0"

ENLARGED STAIR PLAN - TYPICAL STAIR 3

ENLARGED STAIR PLAN - TYPICAL STAIR 2

1/4" = 1'-0"

ENLARGED STAIR PLAN - TYPICAL STAIR 1 1/4" = 1'-0"

BUILDING KEYPLAN

4' - 9"

STAIR 1 L12

TRASH CHUTE. REFER TO DETAIL 5/A-661

6 TREADS @ 10" EA. = 5' - 0"

NO. 3 4 5 6 8 9 3' - 5 1/2"

3' - 6 1/2"

NEW SHAFT WALL INFILL. REFER TO 19/A-661 FOR DETAIL

ENLARGED STAIR PLAN - STAIR 4 ENTRY

1/4" = 1'-0"

EXISTING HISTORIC METAL RAILING INSTALLED ON NEW STAIR

ENLARGED STAIR PLAN - STAIR 3 ENTRY

04/01/2016 05/06/2016 05/27/2016 07/15/2016 09/01/2016 12/01/2016

DOOR JAMB AT EXISTING WALL. REFER TO DETAIL J1/A-612, TYP. AT STAIRWELL DOORS

7' - 4" EXISTING

TRASH CHUTE. REFER TO DETAIL 6/A-661

7' - 6" EXISTING

ENLARGED STAIR PLAN - STAIR 2 ENTRY

1/4" = 1'-0"

ENLARGED STAIR PLAN - STAIR 1 ENTRY 1/4" = 1'-0"

4' - 5 1/2"

NEW METAL GUARD RAIL. REFER TO DETAIL 1/A-473

UP 3' - 11 1/2"

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

UP 3' - 5 1/2"

7' - 6" EXISTING

UP 6 TREADS @ 10" EA. = 5' - 0"

7' - 4" EXISTING

4' - 5 1/2"

4' - 11 1/4" 6 TREADS @ 10" EA. = 5' - 0"

4' - 0 1/2"

NEW METAL GUARD RAIL. REFER TO DETAIL 1/A-473

3' - 5 1/4"

4' - 1 1/2"

STAIR 1 EXISTING HISTORIC METAL RAILING INSTALLED ON NEW STAIR

STAIR 3 3' - 6 1/2"

7' - 7" EXISTING

EXISTING HISTORIC METAL RAILING INSTALLED ON NEW STAIRS

EXISTING HISTORIC METAL RAILING INSTALLED ON NEW STAIR

SEAL

EXISTING HISTORIC METAL RAILING INSTALLED ON NEW STAIR

6 TREADS @ 10" EA. = 5' - 0"

NEW METAL GUARD RAIL. REFER TO DETAIL 1/A-473

7' - 6" EXISTING

3' - 6 1/2" 5" 6 TREADS @ 10" EA. = 5' - 0"

3' - 6 1/2"

11/21/2016 4:08:41 PM

UP 3' - 11 1/2"

CHECKSET ISSUED FOR PERMIT ISSUED FOR BID PERMIT REVISION ISSUED FOR PART II AMENDMENT I ISSUED FOR CONSTRUCTION

EXISTING HISTORIC METAL RAILING INSTALLED ON NEW STAIR

3' - 5 1/2"

STAIR 2

STAIR 4

DATE

NEW SHAFT WALL INFILL. REFER TO 19/A-661 FOR DETAIL

1/4" = 1'-0"

NEW METAL GUARD RAIL. REFER TO DETAIL 1/A-473

ISSUANCE

L12

TRASH CHUTE. REFER TO DETAIL 5/A-661

3' - 6 1/2"

STAIR 3

6 TREADS @ 10" EA. = 5' - 0"

6 TREADS @ 11" EA. = 5' - 0"

3' - 6 1/2"

DOOR JAMB AT EXISTING WALL. REFER TO DETAIL J1/A-612, TYP. AT STAIRWELL DOORS

5' - 0 3/4"

STAIR 4

4' - 3 1/2"

7' - 7" EXISTING

6 TREADS @ 10" EA. = 5' - 0"

3' - 6 1/2"

9' - 3 1/2"

4' - 0"

6 TREADS @ 10" EA. = 5' - 0"

3' - 6 1/2"

7' - 6" EXISTING

6 TREADS @ 10" EA. = 5' - 0"

L12

9' - 1 3/4"

REF.

EXISTING HISTORIC METAL RAILING INSTALLED ON NEW STAIR 4' - 9"

EXISTING HISTORIC METAL RAILING INSTALLED ON NEW STAIR

6 TREADS @ 11" EA. = 5' - 0"

DOOR JAMB AT EXISTING WALL. REFER TO DETAIL J1/A-612, TYP. AT STAIRWELL DOORS

4' - 3 1/2"

STAIR 2

DOOR JAMB AT EXISTING WALL. REFER TO DETAIL J1/A-612, TYP. AT STAIRWELL DOORS TRASH CHUTE. REFER TO DETAIL 5/A-661

PROJECT NO. DRAWN BY REVIEWED BY SHEET NUMBER

Author Checker

BLDG. N-01

A-460.N01 4

ENLARGED STAIR PLAN - STAIR 4 BASEMENT 1/4" = 1'-0"

ENLARGED STAIR PLAN - STAIR 3 BASEMENT 1/4" = 1'-0"

ENLARGED STAIR PLAN - STAIR 2 BASEMENT 1/4" = 1'-0"

ENLARGED STAIR PLAN - BASEMENT STAIR 1 1/4" = 1'-0"

ENLARGED STAIR PLANS SHEET TITLE

DOB APPROVAL STAMPS

FLOOR PLAN GENERAL NOTES 1.

REFER TO STRUCTURAL DRAWINGS FOR NEW SLAB INFILL INFORMATION. REFER TO SHEET A-451 FOR BALCONY, GUARDRAIL AND EXTERIOR STAIR DETAILS. REFER TO SHEET A-471 FOR GALVANIZED METAL STAIR DETAILS. REFER TO SHEET A-472 FOR INTERIOR STAIR DETAILS. REFER TO MECHANICAL DRAWINGS FOR EQUIPMENT. REFER TO SHEET A-661 FOR TYPICAL FIRE RESISTIVE CONSTRUCTION DETAILS REFER TO SHEET A-661 FOR TYPICAL PENETRATION DETAILS REFER TO SHEET A-612 FOR SILL DETAILS AT UNIT ENTRIES REFER TO ALLOWANCES FOR PATCHING OF EXISTING CLAY TILE PARTITIONS AT BASEMENTS AND TRASH CHUTES. INSTALL NEW SHAFT WALL CONSTRUCTION WHERE EXISTING TRASH CHUTES ARE REMOVED FOR PIPING AND EXHAUST INSTALLATION. INSTALL SURFACE MOUNTED FIRE EXINGUISHER AND CABINET AT STAIRWELLS IN BASEMENT LANDING AND PENTHOUSE OR TOP FLOOR LANDING AT BUILDINGS N-01, N-03, N-07, N-08 (STAIR 5 AND STAIR 6 ONLY), N-09, N-10, N-11, N-12, N-13, AND N-14. FINAL LOCATION TO BE DETERMINED. INSTALL SURFACE MOUNTED FIRE EXTINGUISHER AT BUILDING N-15 AND N-16. INSTALL TWO PER FLOOR. FINAL LOCATION TO BE DETERMINED. IN BASEMENT ONLY, INSTALL MASONRY CONTROL JOINT IN CMU WALLS WHERE LENGTH OF WALL IS OVER 30'-0". SALVAGE EXISTING LOOSE TERRA COTTA BLOCK AT STAIRWELLS FOR REINSTIALLATION. INSTALL NEW GLAZED TERRA COTTA BLOCK WHERE BLOCK IS MISSING AT STAIRWELL LOCATIONS. REFER TO ALLOWANCES FOR EXTENT OF GLAZED TERRA COTTA PATCHING AND REPLACMENT. CONTRACTOR OPTION TO USE GLAZED CMU WHERE EPOXY IS INDICATED. PROVIDE VINYL COATED WIRE SHELVING AT UNIT CLOSETS. REFER TO PLANS AND SPECIFICATION. WIRE SHELVING IN UNITS THAT ARE "TYPE A, 504, AND/OR IAC" ARE TO BE MOUNTED AT THE ACCESSIBLE REACH RANGE OF 48" MAXIMUM TO TOP OF SHELF. PATCH EXISTING CONCRETE SLABS AND BEAMS AT WALL DEMOLITION LOCATIONS, EXISTING ANCHOR HOLES, AND EXISTING MEP. INSTALL PATCH SMOOTH TO EXISTING CONCRETE SURFACE. PROVIDE HEAVY DUTY WIRE SHELVING AT BASEMENT JANITOR CLOSETS. REFER TO PLANS AND SPECIFICATION.

2. 3. 4. 5. 6. 7. 8. 9. 10.

11.

12.

13. 14.

15. 16.

17.

W W-1

W-2

Y-1 Y

Z-2

Z-1

133' - 8" 4' - 0"

9' - 5"

14' - 7"

18.

69' - 1"

3' - 11"

22' - 6"

5' - 6"

4' - 8"

1 EAST WACKER DR. SUITE 200 | CHICAGO, IL 60601 312.324.7410 | WWW.HED.DESIGN

PROJECT

LATHROP HOMES PHASE 1A 2000 West Diversey Pkwy. Chicago, IL

CLIENT

FLOOR PLAN LEGEND

LATHROP COMMUNITY PARTNERS 350 West Hubbard Street #300, Chicago, IL 60654

2 A-300.N02

COLUMN GRID LINE

COL

VIII 4' - 6"

SITE KEYPLAN

NEW 3" CLOSED CELL SPRAY FOAM INSULATION ALONG ENTIRE PERIMETER CRAWL SPACE WALLS

VII

2950-84 N. Clybourn

DOOR

PARTITION TYPE

A-300.N02

12' - 5"

EXISTING CONCRETE COLUMN, TYP.

1-101A

INDICATES ROOM NUMBER SUFFIX DENOTES NUMBER OF ADDITIONAL DOOR IN ROOM

11' - 2" EXISTING PARTIAL HEIGHT CRAWL SPACE WITH NEW 3" CONCRETE MUD SLAB ON EXISTING, COMPACTED SOIL

BLDG. N-02

ROOM NAME X-XXX

ROOM SEQUENCE NUMBER

ROOM NAME & NUMBER

LEVEL NUMBER

BUILDING KEYPLAN

8' - 11"

NEW CONCRETE INFILL AT VENT OPENING #

WINDOW TAG

III

FIRE EXTINGUISHER CABINET, EQ-06. REFER TO PROJECT MANUAL

FEC

CONCRETE SLAB IN-FILL. REFER TO S-001.TYP FOR DETAIL

NO.

EXISTING CONCRETE COLUMN, TYP.

ISSUANCE

DATE

PRIMARY UNIT ENTRY

ACCESSIBLE OPERABLE WINDOW

EXISTING PARTIAL HEIGHT CRAWL SPACE WITH NEW 3" CONCRETE MUD SLAB ON EXISTING, COMPACTED SOIL

115' - 11"

EXISTING PARTIAL HEIGHT CRAWL SPACE WITH NEW 3" CONCRETE MUD SLAB ON EXISTING, COMPACTED SOIL

LOUVER WITH FALSE FIXED WINDOW IN FRONT, SEE A-650

#-#

1 2 3 4 5 6 7 8 9

50 PERCENT DESIGN DEVELOPMENT 100 PERCENT DESIGN DEVELOPMENT CHECKSET ISSUED FOR PERMIT ISSUED FOR BID PERMIT REVISION ISSUED FOR CLARIFICATION 6 ISSUED FOR PART II AMENDMENT I ISSUED FOR CONSTRUCTION

12/04/2015 01/04/2016 04/01/2016 05/06/2016 05/27/2016 07/15/2016 07/29/2016 09/01/2016 12/01/2016

NEW CONCRETE INFILL AT VENT OPENING

NEW 3" CLOSED CELL SPRAY FOAM INSULATION ALONG ENTIRE PERIMETER CRAWL SPACE WALLS

74' - 0"

NEW CONCRETE INFILL AT VENT OPENING

12' - 3 1/2"

EXISTING CONCRETE COLUMN, TYP.

NEW GALV MTL STAIR TYPE 7 - SEE A-471

SEAL

B.001

MECH M2

ELEC METER ROOM

BA.2

WATER METER ROOM

1' - 11" E5

1' - 11"

13' - 1 1/4"

REFER TO MEP DRAWINGS FOR EQUIPMENT, TYP. 2

4' - 7"

BA.1

NEW GALV MTL STAIR TYPE 7 - SEE A-471

11/18/2016 7:41:32 PM

A-300.N02

PROJECT NO. DRAWN BY REVIEWED BY SHEET NUMBER

BASEMENT PLAN 1/8" = 1'-0"

Graphic Scale: 1 inch = 8 feet

BLDG. N-02

A-100.N02 BASEMENT OVERALL PLAN

16'

24'

SHEET TITLE

DOB APPROVAL STAMPS

FLOOR PLAN GENERAL NOTES 1.

2. 3. 4. 5. 6. 7. 8. 9. 10.

11.

12.

13. 14.

15. 16.

W W-1

W-2

Y-1 Y

Z-2

17.

Z-1

133' - 8" 4' - 0"

9' - 5"

14' - 7"

69' - 1"

3' - 11"

22' - 6"

5' - 6"

18.

4' - 8"

1 EAST WACKER DR. SUITE 200 | CHICAGO, IL 60601 312.324.7410 | WWW.HED.DESIGN

PROJECT

LATHROP HOMES PHASE 1A 2000 West Diversey Pkwy. Chicago, IL

CLIENT

LATHROP COMMUNITY PARTNERS

N02.104

N02.105

FLOOR PLAN LEGEND

N02.106

VIII

STAIR 3

KITCHEN TYPE 5.1A IAC

N02.105

N02.103

BEDROOM

TYPE A/IAC/504

BEDROOM

TYPE A

KITCHEN TYPE 2.1 A/IAC/504

VI 1

BATHROOM TYPE 4_IAC

BEDROOM

2950-84 N. Clybourn INDICATES ROOM NUMBER SUFFIX DENOTES NUMBER OF ADDITIONAL DOOR IN ROOM

KITCHEN TYPE 2.1 IAC BEDROOM

BLDG. N-02

VII

LIVING STAIR 5

LIVING

SITE KEYPLAN

11' - 2"

TYPE A/IAC/504

BATHROOM TYPE 1_IAC

STAIR 4

BATHROOM TYPE 1.1

BATHROOM TYPE 1 A/IAC/504

N02.104

COLUMN GRID LINE

BEDROOM

A-300.N02

PARTITION TYPE

ROOM NAME

LIVING

X-XXX

ROOM NAME & NUMBER ROOM SEQUENCE NUMBER

BATHROOM TYPE 5

DOOR

12' - 5"

COL

350 West Hubbard Street #300, Chicago, IL 60654

4' - 6"

1-101A

N02.103

BUILDING KEYPLAN

LEVEL NUMBER

8' - 11"

STAIR 6

BEDROOM

N02.106

KITCHEN TYPE 3.0A IAC

WINDOW TAG

III

TYPE A

FEC

BATHROOM TYPE 3 IAC/504

LIVING

FIRE EXTINGUISHER CABINET, EQ-06. REFER TO PROJECT MANUAL CONCRETE SLAB IN-FILL. REFER TO S-001.TYP FOR DETAIL

BEDROOM

BEDROOM BEDROOM

BEDROOM

N02.102

ACCESSIBLE OPERABLE WINDOW

115' - 11"

BATHROOM TYPE 2 _IAC/504 STAIR 7

12/04/2015 01/04/2016 04/01/2016 05/06/2016 05/27/2016 07/15/2016 07/29/2016 09/01/2016 12/01/2016

N02.107 KITCHEN TYPE 6.3A IAC

TYPE A/IAC/504

KITCHEN TYPE 6.3A IAC

LIVING

LIVING BATHROOM TYPE 1 A/IAC/504

BEDROOM

N02.101 BATHROOM TYPE 1_IAC

1 2 3 4 5 6 7 8 9

74' - 0"

83' - 4"

TYPE A

DATE

REFER TO 1/A-612 FOR SILL DETAIL, TYP

STAIR 2

N02.102

LOUVER WITH FALSE FIXED WINDOW IN FRONT, SEE A-650

#-#

BATHROOM TYPE 2_IAC

ISSUANCE

N02.107 PRIMARY UNIT ENTRY

BEDROOM

NO.

N02.108

BEDROOM STAIR 8 STAIR 1

N02.101 TYPE A + CL

KITCHEN TYPE 2.0A IAC

KITCHEN TYPE 2.0A A/IAC/504

N02.108 TYPE A/IAC/504

SEAL

LIVING

4' - 7"

II 2

11/18/2016 7:41:33 PM

A-300.N02

PROJECT NO. DRAWN BY REVIEWED BY SHEET NUMBER

FIRST FLOOR OVERALL PLAN 1/8" = 1'-0"

Graphic Scale: 1 inch = 8 feet

BLDG. N-02

A-101.N02 FIRST FLOOR OVERALL PLAN

16'

24'

SHEET TITLE

EXISTING STONE COPING, REMOVE AND REPLACE OVER THROUGH WALL FLASHING

GENERAL NOTES

REBUILT PARAPET WALL, SEE EXTERIOR NOTES FOR DETAILS

TYPICAL ROOF ASSEMBLY

NEW MODIFIED BITUMEN ROOF ON TAPERED INSULATION ON PROTECTION MAT ON EXISTING CONCRETE SLAB.

NEW MODIFIED BIT ROOF AND BASE FLASHING WITH R-31 POLYISO INSUL, MIN R-6/INCH

LEVEL 5 35' - 4"

DOB APPROVAL STAMPS

EXISTING CONC FRAME AND LINTEL

TYPICAL EXTERIOR WALL ASSEMBLY NEW 5/8" GYP BD ON 1 5/8" METAL STUD HELD OFF WALL 2" WITH 3 5/8" TOTAL CLOSED CELL SPRAY INSULATION (2" CONTINUOUS) ON EXISTING PLASTER ON EXISTING CLAY TILE PARTITION AND EXISTING 4" FACE BRICK. REMOVE LOOSE PLASTER PRIOR TO INSTALLING INSUL. TYPICAL FLOOR ASSEMBLY NEW FINISH FLOOR ON EXISTING CONCRETE SLAB OR NEW CONCRETE SLAB PATCH NEW 1" RIGID INSULATION AT BOTTOM SIDE OF CONCRETE IN BASEMENT MECHANICAL ROOMS IN N01, N03, N07-N14

EXISTING STONE COPING, REMOVE AND REPLACE OVER THROUGH WALL FLASHING

1 EAST WACKER DR. SUITE 200 | CHICAGO, IL 60601 312.324.7410 | WWW.HED.DESIGN

OPERABLE WINDOWS OPERABLE WINDOW PARTS TO COMPLY WITH ICC/ANSI 309.4.

REBUILT PARAPET WALL, SEE EXTERIOR NOTES FOR DETAILS TYPICAL ROOF ASSEMBLY TYPICAL WALL ASSEMBLY NEW MODIFIED BIT ROOF AND BASE FLASHING WITH R-31 POLYISO INSUL, MIN R-6/INCH

LEVEL 4 26' - 6"

TYPICAL FLOOR ASSEMBLY LEVEL 4 26' - 6"

EXISTING CONC FRAME AND LINTEL EXISTING CONC FRAME AND LINTEL

EXISTING FACEBRICK

PROJECT

LATHROP HOMES PHASE 1A 2000 West Diversey Pkwy. Chicago, IL

3' - 0"

2' - 8 3/4"

TO SIGHT LINE

5 1/2"

NEW ALUM WINDOW, ALUM SILL EXTENSION AND SILL FLASHING, TYP

TYPICAL EXTERIOR WALL ASSEMBLY AT KITCHEN

CLIENT

LATHROP COMMUNITY PARTNERS

TYPICAL WALL ASSEMBLY TYPICAL FLOOR ASSEMBLY

LEVEL 3 17' - 8"

EXISTING STONE COPING, REMOVE AND REPLACE OVER THROUGH WALL FLASHING

PAINTED WOOD SILL WITH APRON OVER BLOCKING, TYP

350 West Hubbard Street #300, Chicago, IL 60654

TYPICAL FLOOR ASSEMBLY LEVEL 3 17' - 8"

SITE KEYPLAN

REBUILT PARAPET WALL, SEE EXTERIOR NOTES FOR DETAILS

EXISTING CONC FRAME AND LINTEL

EXISTING CONC FRAME AND LINTEL DRYWALL CASED HEAD AND JAMBS, TYP

DRYWALL CASED HEAD AND JAMBS, TYP

TYPICAL ROOF ASSEMBLY

NEW MODIFIED BIT ROOF AND BASE FLASHING WITH R-31 POLYISO INSUL, MIN R-6/INCH

M.O. TO FLOOR

STEEL LINTEL, SEE EXTERIOR NOTES

2' - 4"

3' - 0"

2' - 8 3/4"

DRYWALL CASED HEAD AND JAMBS, TYP

TO SIGHT LINE

EXISTING FACEBRICK

PAINTED WOOD SILL WITH APRON OVER BLOCKING, TYP

4 1/4" TYP.

EXISTING CONC FRAME AND LINTEL DRYWALL CASED HEAD AND JAMBS, TYP

NEW ALUM WINDOW, ALUM SILL EXTENSION AND SILL FLASHING, TYP

M.O. TO FLOOR

2' - 4"

TO SIGHT LINE

3' - 0"

2' - 8 3/4"

5 1/2"

EXISTING CONC FRAME AND LINTEL

PAINTED WOOD SILL WITH APRON OVER BLOCKING, TYP

2' - 6 5/16"

M.O. TO FLOOR

DRYWALL CASED HEAD AND JAMBS, TYP

TYPICAL FLOOR ASSEMBLY

NEW ALUM WINDOW, ALUM SILL EXTENSION AND SILL FLASHING, TYP

TYPICAL FLOOR ASSEMBLY

LEVEL 2 8' - 10"

TYPICAL EXTERIOR WALL ASSEMBLY

WRAP INSULATION INTO WINDOW OPENING 1" MIN R-6 ON ALL SIDES

BUILDING KEYPLAN

TYPICAL WALL ASSEMBLY

TYPICAL FLOOR ASSEMBLY

NEW ALUM WINDOW SILL EXTENSION AND SILL FLASHING, TYP

2'- 4"

PAINTED WOOD SILL WITH APRON OVER BLOCKING, TYP

TYPICAL EXTERIOR WALL ASSEMBLY AT KITCHEN

LEVEL 2 8' - 10"

7 3/4"

NEW ALUM WINDOW, ALUM SILL EXTENSION AND SILL FLASHING, TYP

5 1/2"

LEVEL 3 17' - 8"

TYPICAL EXTERIOR WALL ASSEMBLY AT KITCHEN

NO. 1 2 3 4 5 6 7 8 9

ISSUANCE

DATE

50 PERCENT DESIGN DEVELOPMENT 100 PERCENT DESIGN DEVELOPMENT CHECKSET ISSUED FOR PERMIT ISSUED FOR BID PERMIT REVISIONS ISSUED FOR CLARIFICATION 6 ISSUED FOR PART II AMENDMENT I ISSUED FOR CONSTRUCTION

12/04/2015 01/04/2016 04/01/2016 05/06/2016 05/27/2016 07/15/2016 07/29/2016 09/01/2016 12/01/2016

TYPICAL WALL ASSEMBLY TYPICAL FLOOR ASSEMBLY

TYPICAL FLOOR ASSEMBLY

LEVEL 1 0' - 0"

2' - 4"

TYPICAL EXTERIOR WALL ASSEMBLY AT KITCHEN

M.O. TO FLOOR

GRADE

2' - 8 3/4"

3' - 0"

5 1/2"

1” RIGID INSULATION AT MECHANICAL ROOM CEILINGS

7 3/4"

TYPICAL FLOOR ASSEMBLY

GRADE

LEVEL 1 0' - 0" SEALANT

SEALANT

3 1/2"

+/- 6 1/2" GAP 6" LOUVER DEPTH

VARIES

6" LOUVER DEPTH

PIPE / CRAWL SPACE

NEW CONCRETE MUD SLAB, SEE BASEMENT PLANS EXISTING MUD-SLAB, VIF: HEIGHT, LOCATION, AND EXISTING CONDITIONS

LOUVER, SEE SCHEDULE LOUVER, SEE SCHEDULE

SEALANT

SILL EXTENSION

SEAL

SEALANT

CUSTOM SILL EXTENSION SEE BASEMENT PLAN FOR WALL TYPE

NEW FLASHING

SEE BASEMENT PLAN FOR WALL TYPE

NEW FLASHING 11 1/2"

11/21/2016 3:03:46 PM

CLOSED CELL SPRAY INSULATION AT 'UBUILDINGS', TYP

1' - 1" SILL EXTENSION

PROJECT NO.

TYPICAL WALL SECTION AT BUILDING N-02, N-04, N-06, N-08, N-15, N-16 EXTERIOR WALL

LOUVER - OPENING

4 3/4" = 1'-0"

LOUVER - FALSE WINDOW - APART

3 3/4" = 1'-0"

OVERALL WALL SECTION.

TYPICAL WALL SECTION AT BUILDING N-01,N-03,N-07,N-08, N-09, N-10, N-11,N-12,N-13,N-14 EXTERIOR WALL 2

1/2" = 1'-0"

OVERALL WALL SECTION

TYPICAL WALL SECTION AT BUILDING N-01,N-03,N-07,N-11,N-12,N-13,N14 PENTHOUSE 1

1/2" = 1'-0"

DRAWN BY

REVIEWED BY

SHEET NUMBER

OVERALL WALL SECTION @ N01PENTHOUSE 1/2" = 1'-0"

A-350 WALL SECTIONS SHEET TITLE

DOB APPROVAL STAMPS

END PANEL KITCHEN BACK WALL

END PANEL END PANEL

A-420

PLUMBING WALL BEHIND

PLUMBING WALL

A-420

COUNTERTOP/CABINETRY CEILING LIGHT FIXTURE

1/4" = 1'-0"

11' - 9" 2' - 6"

2' - 9"

1' - 8"

2' - 6"

2' - 0"

EXTEND FILLER PANEL TO WALL WHERE REQ'D

2' - 9"

2' - 6"

1' - 9"

2' - 9"

3' - 0"

1/4" = 1'-0"

1' - 9"

FILLER PANEL

1' - 6"

2' - 6"

2' - 0"

2' - 9"

5' - 6" 3' - 0"

3' - 0"

5' - 6"

1' - 6"

4" 5' - 6"

4' - 6"

5' - 6"

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

1' - 11 1/2"

3' - 0"

1' - 8" 4"

3' - 0"

2' - 6"

10"

5' - 0"

1' - 8"

1' - 6"

EXTEND FILLER PANEL TO WALL

10"

2' - 9"

TYPICAL CEILING LIGHT FIXTURE DIAGRAM

9' - 1"

3' - 0"

1' - 3"

10"

2' - 6"

1/4" = 1'-0"

9' - 9"

10"

1' - 6"

KITCHEN TYPE 4.0 ELEV. 2 (UNIT TYPE B)

1 EAST WACKER DR. SUITE 200 | CHICAGO, IL 60601 312.324.7410 | WWW.HED.DESIGN

3' - 1"

5' - 1"

KITCHEN TYPE 4.1 ELEV. (UNIT TYPE B)

1/4" = 1'-0"

EXTEND FILLER PANEL TO WALL

3' - 0"

6' - 2"

KITCHEN TYPE 4.2 ELEV. (UNIT TYPE B)

2' - 0"

1' - 1"

A-420

LAMINATE END JOINT

5' - 6"

KITCHEN TYPE 4.3 ELEV. 2 (UNIT TYPE B)

3' - 0"

4' - 0" TYPICAL

KITCHEN TYPE 4.4 ELEV. 3 (UNIT TYPE B)

2' - 1"

6' - 1"

10"

3' - 0"

7' - 6"

1' - 1"

3' - 0"

1' - 8"

2' - 1"

10"

2' - 3"

1' - 6"

6' - 6"

3' - 0"

2' - 1"

REF.

3' - 0"

EXTEND FILLER PANEL TO WALL

3' - 0"

1' - 8"

1' - 3"

3' - 0"

2' - 1"

3' - 0"

3' - 0" 1"

END PANEL

PROJECT

LATHROP HOMES PHASE 1A 8' - 1"

1' - 3"

2' - 6"

2' - 6" 1"

11' - 7"

KITCHEN TYPE 4.4 ELEV. 1 (UNIT TYPE B)

1/4" = 1'-0"

2' - 6"

2' - 0"

KITCHEN TYPE 4.3 ELEV. (UNIT TYPE B)

2' - 6"

1' - 3"

2' - 9"

2' - 6"

REF.

2' - 6"

2' - 0"

EXTEND FILLER PANEL TO WALL

2 1/2"

REF.

2' - 6"

REFER TO PLAN

7' - 6"

KITCHEN TYPE 4.3 PLAN (UNIT TYPE B)

KITCHEN TYPE 4.2 PLAN (UNIT TYPE B)

2' - 0"

1' - 0"

1' - 5"

2' - 10 1/2" END PANELS

2' - 8" 1' - 3" REMOVABLE

2' - 0"

9 1/2"

2' - 0"

KITCHEN TYPE 2.0A ISLAND_IAC/504_ ELEV. 2 (UNIT TYPE A)

PLUMBING WALL

5' - 2"

KITCHEN TYPE 4.0 PLAN (UNIT TYPE B)

BUILDING KEYPLAN

2' - 0" NOTE: OMIT UPPER CABINETS AT SHADED AREA OF THESE UNITS:

5' - 7"

2' - 6"

NO.

2' - 9" REMOVABLE

2' - 6"

2' - 0"

1 2 3 4 5 7 8 9

1' - 0"

9' - 0" TYP.

3' - 0"

2' - 0 1/4"

REMOVABLE

3/4"

A-420

1' - 3"

3' - 9"

3' - 0"

2' - 0"

2' - 9"

2' - 6"

1' - 0"

12' - 3"

KITCHEN TYPE 2.0A/2.1A_IAC/504_ELEV. (UNIT TYPE A/IAC//504) 1/4" = 1'-0" AFTER CONVERSION

3' - 0" 12' - 3"

2' - 0 1/4"

3' - 9"

3' - 0"

2' - 1"

2" CLR

A-420

1/4" = 1'-0"

1' - 6"

2' - 6"

1' - 3"

14' - 3"

KITCHEN TYPE 2.0 ELEV. (UNIT TYPE B)

REMOVABLE FRONT PANEL

2" CLR

3' - 9"

3' - 0"

TYP. 4

1/4" = 1'-0"

2' - 0 1/4"

TYP.

KITCHEN TYPE 1.2 ELEV. (UNIT TYPE B)

5' - 6"

1. REFER TO G-006 DETAIL 2 FOR "KITCHEN WORK SURFACE" STANDARD REQUIREMENT.

3' - 0"

3' - 0" 2' - 6"

2' - 6"

3/4"

UPPER CABINET TO BE REMOVED

2' - 10"

4" 5' - 6"

1' - 6" 5' - 6"

4" 3' - 0"

1' - 0"

8' - 2 1/2"

EXTEND FILLER PANEL TO WALL

1' - 8"

1' - 8" 4"

1" 1' - 0"

1' - 8"

2' - 9"

TYP.

12' - 1 1/2"

ACCESSIBLE REFERENCE NOTES:

2' - 6"

11/25/2015 01/04/2016 04/01/2016 05/06/2016 05/27/2016 07/29/2016 09/01/2016 12/01/2016

2' - 0"

A-420

3' - 0"

6' - 9"

10"

2' - 6"

3' - 0"

12' - 11"

10"

2' - 9"

1' - 6"

4' - 0" MAX. T/O BOTTOM SHELF

3' - 0"

CLR

2' - 3" MIN.

1' - 0" 17

1/4" = 1'-0"

EXTEND FILLER PANEL TO WALL

NOTE: SEE ELEVATION ABOVE FOR OMMITED UPPER CABINETS

4" 2' - 6"

11"

1' - 8"

EXTEND FILLER PANEL TO WALL

REMOTE SWITCH FOR RANGE HOOD - LOCATE @ SIDEWALL WHERE POSSIBLE - V.I.F.

FILLER PANEL TO WALL AS REQUIRED

14' - 2"

WHERE REQUIRED 1' - 0" 3' - 0" 2' - 0"

EXTEND FILLER PANEL TO WALL

2' - 10"

50 PERCENT DESIGN DEVELOPMENT 100 PERCENT DESIGN DEVELOPMENT CHECKSET ISSUED FOR PERMIT ISSUED FOR BID ISSUED FOR CLARIFICATION 6 ISSUED FOR PART II AMENDMENT I ISSUED FOR CONSTRUCTION

10"

2' - 6"

SEE NOTE AT LEFT

DATE

OMMITED UPPER CABINETS

PER PLAN

FIELD VERIFY (E) WINDOW SEE ABOVE FOR UPPER CABINETS

3' - 0"

1' - 0"

WHERE REQUIRED 1' - 0" 3' - 0" 2' - 0"

12' - 4"

10"

TYPE 2.1A, NO UPPER CABINET OR FILLER, THIS LOCATION

1' - 6"

KITCHEN TYPE 3.0A_IAC_ELEV. 1 (UNIT TYPE A) - AFTER CONVERSION

AT 504 AND TYPE A UNITS: INSTALL BLOCKING FOR INSTALLED UPPER CABINETS AND AND AFTER CONERSION CABINETS

FIELD VERIFY (E) WINDOW OMIT UPPER CABINETS

NOTE: SEE ELEVATION ABOVE FOR OMMITED UPPER CABINETS 1" 1' - 0"

OMMITED UPPER CABINETS

1' - 8"

12' - 5" 9' - 6"

2' - 10"

4' - 0" MAX. T/O BOTTOM SHELF

3' - 0"

11"

1' - 6"

3' - 0"

EXTEND FILLER PANEL TO WALL

4' - 8 1/2"

ISSUANCE

N13.110 N14.110

NOTE: SEE ELEVATION ABOVE FOR OMMITED UPPER CABINETS

1' - 6"

OMMITED UPPER CABINETS

1' - 5"

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

SEE NOTE AT LEFT

6' - 0"

N02.208 N04.201 (MIRROR) N04.208 N06.201 (MIRROR) N06.208

3' - 0"

2' - 6 1/2"

SEE NOTE AT LEFT

1' - 1"

3' - 0"

2' - 0"

3' - 8" 46" MAX. 3' - 0" 4"

2' - 9"

2' - 3" MIN. CLR.

REFER TO PLAN

1/4" = 1'-0"

NOTE: OMIT UPPER CABINETS AT SHADED AREA OF THESE UNITS:

NOTE: SEE ELEVATION ABOVE FOR OMMITED UPPER CABINETS

2' - 10"

5' - 6"

T/O BOTTOM SHELF

4' - 0" MAX.

CLR

2' - 10"

2' - 3" MIN

1' - 8"

A-400

N01.101

REMOTE SWITCH FOR RANGE HOOD

3' - 0" 4"

1/4" = 1'-0"

3' - 0" 11" 3' - 0"

KITCHEN TYPE 2.0 ISLAND ELEVATION (TYPE B)

OMMITED UPPER CABINETS

3' - 8" 46" MAX.

1" BACK PANEL

1/4" = 1'-0"

A-400

KITCHEN TYPE 4.1 PLAN (UNIT TYPE B)

KITCHEN TYPE 3.0A_IAC_ELEV. 2 (UNIT TYPE A) - AFTER CONVERSION

AT 504 AND TYPE A UNITS: INSTALL BLOCKING FOR INSTALLED UPPER CABINETS AND AND AFTER CONERSION CABINETS

A-400

3' - 6 1/2"

3' - 0" REMOVABLE

REF.

A-420

1/4" = 1'-0"

1' - 3"

TYP.

END PANELS

2' - 10"

3' - 0"

1/4" = 1'-0"

2' - 10"

1' - 3"

FINESHED END PANEL, TYP.

2' - 10"

6' - 3"

350 West Hubbard Street #300, Chicago, IL 60654

2' - 3" MIN. CLR

EXTEND FILLER PANEL TO WALL

2' - 6"

REFER TO PLAN

1/4" = 1'-0"

A-420

AT 504 AND TYPE A UNITS: INSTALL BLOCKING FOR INSTALLED UPPER CABINETS AND AND AFTER CONERSION CABINETS

LATHROP COMMUNITY PARTNERS

6' - 2"

6' - 1"

1/4" = 1'-0"

2' - 0"

2' - 9"

SITE KEYPLAN

CHASE WALL. REFER TO FLOOR PLANS

FOR LOCATION OF ISLANDS AND END CABINET WIDTH @ TYPE 4.3, SEE UNIT PLANS

KITCHEN TYPE 4.4 PLAN (UNIT TYPE B)

CLIENT

4' - 0"

A-400

KITCHEN TYPE 4.4 ELEV. 4 (UNIT TYPE B)

1' - 1"

6' - 6 1/2"

2' - 6"

1 1/2"

1' - 1"

A-400

1' - 1"

41 REFER TO PLAN

1' - 9"

REF.

1' - 1"

2' - 0"

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

2' - 0"

KITCHEN TYPE 4.0 ELEV. (UNIT TYPE B)

2000 West Diversey Pkwy. Chicago, IL

END PANEL

9' - 0" 2' - 9"

REFER TO PLAN

A-400

6' - 6"

2' - 6"

20 3' - 10"

A-400 7' - 2 1/2"

4' - 5"

3' - 4"

A-400

2' - 0"

6' - 3"

29 26

2' - 6"

9' - 1"

2' - 6"

REF.

1' - 9"

1/4" = 1'-0"

2' - 9"

2' - 0"

2' - 10"

2' - 0"

2 1/2"

1/4" = 1'-0"

REFER TO PLAN

2' - 6"

KITCHEN TYPE 4.1 ELEV. (UNIT TYPE B)

11' - 9" 3" 1' - 3"

1' - 9"

3' - 0"

1' - 7"

2' - 6"

REFER TO PLAN

1/4" = 1'-0" 7' - 0"

EXTEND FILLER PANEL TO WALL

KITCHEN TYPE 4.2 ELEV. (UNIT TYPE B)

1/4" = 1'-0"

8' - 1"

2' - 0"

2' - 6"

1' - 6"

REFER TO PLAN

2' - 6" 1"

2' - 0"

1' - 3"

3' - 1"

2' - 6"

REFER TO PLAN

1' - 6"

2' - 0"

A-420

3/4"

2' - 6" 1"

2" CLR

12' - 10"

KITCHEN TYPE 1.1 ELEV. (UNIT TYPE B)

FIELD VERIFY LAST CABINET WIDTH FOR TYPE "1.2" 2

1/4" = 1'-0"

2. REFER TO G-006 DETAIL 4 FOR "ENVIRONMENTAL CONTROL" STANDARD REQUIREMENT. 1' - 0"

2' - 6"

3' - 0"

2' - 1"

TYP.

A-420

3. REFER TO G-006 DETAIL 9 FOR "REACH RANGE" STANDARD REQUIREMENT.

2' - 6" 1"

2" CLR

12' - 0"

SEAL

KITCHEN TYPE 1.0 ELEV. (UNIT TYPE B) 1/4" = 1'-0"

10' - 0" 2' - 9"

11 DW WS

2' - 6" 3"

1' - 6 7/32"1' - 8 25/32"

2' - 9"

9' - 0"

KITCHEN TYPE 3.0A_IAC_PLAN (UNIT TYPE A) - AFTER CONVERSION 1/4" = 1'-0"

2' - 1"

3' - 0"

1' - 0" 9' - 8"

2' - 6"

A-400 8 REF.

2' - 0"

REF.

2' - 6"

1' - 1" EXTEND FILLER PANEL TO WALL

KITCHEN TYPE 2.0A/ 2.1A_IAC/504_PLAN (UNIT TYPE A/IAC//504) 1/4" = 1'-0" AFTER CONVERSION

2' - 0"

3' - 0"

1' - 0"

2' - 6"

12' - 4" CLR FIELD VERIFY OVERALL WIDTH PER UNIT PLANS

KITCHEN TYPE 2.0 PLAN (UNIT TYPE B) 1/4" = 1'-0"

2' - 8"

10' - 2"

11' - 6" A-400

A-400 A-400 EXTEND FILLER PANEL TO WALL

37 6 REF. DW

1' - 0" FIELD VERIFY LAST CABINET WIDTH PER UNIT PLANS

2' - 6"

2' - 0"

3' - 0"

1' - 1"

2' - 6"

REF. DW

2' - 10"

1/4" = 1'-0"

EXTEND FILLER PANEL TO WALL

REF. DW

2' - 6"

14' - 2"

KITCHEN TYPE 1.2 PLAN (UNIT TYPE B)

PROJECT NO. DRAWN BY

2' - 6"

PER PLAN 5

EXTEND FILLER PANEL TO WALL

2' - 0"

EXTEND FILLER PANEL TO WALL

2' - 0"

A-400 G

2' - 9"

REFER TO PLAN

A-400

PLAN

REFER TO

11/21/2016 6:03:24 PM

2' - 0" 1"

2' - 10"

REF.

2' - 0"

TYPE 2.1A, NO UPPER CABINET OR FILLER, THIS LOCATION

REFER TO PLAN

1" 3

2' - 0" 2"

4' - 3"

2' - 6"

2' - 0" 2"

3' - 0" 12' - 2"

12' - 11"

KITCHEN TYPE 1.1 PLAN (UNIT TYPE B) 1/4" = 1'-0"

1 1/2"

1' - 3"

2' - 0"

4' - 0"

PER PLAN

REFER TO PLAN 10 1/2"

4' - 0"

3' - 7"

2' - 0"

3' - 0"

9 1/2"

3' - 0"

PLAN

2" 1' - 3"

REFER TO

7' - 3"

KITCHEN TYPE 1.0 PLAN (UNIT TYPE B) 1/4" = 1'-0"

2' - 6"

1' - 0"

REVIEWED BY SHEET NUMBER

A-400 KITCHEN PLANS AND ELEVATIONS SHEET TITLE

2 1/4"

DOB APPROVAL STAMPS

1" HISTORIC METAL HANDRAIL

PENTHOUSE 26'-0"

NEW 10" STRINGER

HISTORIC METAL RAILING SUPPORT WELDED TO NEW 10" STRINGER

10"

A-470

10" STR IN

GE R

A-300.N01

2 A-470

EXISTING CONCRETE BEAM

Roof 2 Parapet 36' - 5"

1 EAST WACKER DR. SUITE 200 | CHICAGO, IL 60601 312.324.7410 | WWW.HED.DESIGN

Roof 2 35' - 3 3/4"

TYPICAL HANDRAIL AND STRINGER DETAIL AT LANDING

RAILING CONNECTION AT NEW STRINGER

1 1/2" = 1'-0"

1:6

1 3/4"

HISTORIC METAL RAILING SUPPORT

7 TREADS @ 10" EA. = 5' - 10"

EXISTING STEEL ANGLES EXISTING CONCRETE SLAB AND CONCRETE BEAM EXISTING REFINISHED HISTORIC RAILING OR NEW HISTORIC RAILING INSTALLED ON NEW STAIR

LEVEL 1 0' - 0"

1' - 6"

CONCRETE PAN STAIR

8 RISERS @ 7 9/16" EA. = 4' - 8 1/2"

1 1/2"

NEW STRINGER

GE R

EXISTING TERRA COTTA BLOCK

BOTT. BRACKET

TREAD SECTION AT CONCRETE SLAB

1 1/2" = 1'-0"

CLIENT 3 A-470

4' - 10 1/2"

6 TREADS @ 10" EA. = 5' - 0"

LATHROP COMMUNITY PARTNERS 350 West Hubbard Street #300, Chicago, IL 60654

4' - 0"

SITE KEYPLAN

7 RISERS @ 7 9/16" EA. = 4' - 1 7/16"

1/2"

Landing 4 21' - 10"

HISTORIC RAILING SECTION AT NEW STRINGER

2000 West Diversey Pkwy. Chicago, IL

LEVEL PH 26' - 6"

8' - 10"

10" STR IN

10"

TOP STRINGER

LATHROP HOMES PHASE 1A

NEW 10" STRINGER

LEVEL PH 26' - 6"

PROJECT

7' - 2 1/4"

EXISTING OR NEW GLAZED TERRA COTTA OR NEW GLAZED CMU

1' - 10" VARIES

Parapet 27' - 8"

V.I.F

3/8" x 3/4" BAR STOCK

3/4"

EXISTING TERRA COTTA BLOCK

EXISTING MAILBOX INFILL 1 1/2" = 1'-0"

4 A-470

8' - 10"

LEVEL 3 17' - 8" NOTE: TYPICAL FOR ALL STAIRS. STAIRWAY, PORCH, DECK AND BALCONY RAILING, BOTH EXTERIOR AND INTERIOR SHALL BE DESIGNED TO RESIST A SIMULTANEOUS VERTICAL AND HORIZONTAL THRUST OF 50 LBS./FT. APPLIED AT THE TOP OF THE RAILING OR A CONCENTRATED LOAD OF 200 LBS./FT. IN ANY DIRECTION, WHICHEVER PRODUCES THE GREATEST STRESS. FOR ONE- AND TWOFAMILY DWELLING UNITS, A THRUST OF 20 LBS/FT MAY BE USED INSTEAD OF 50 LBS./FT. FOR INTERIOR STAIR BALUSTERS OR WALL-MOUNTED INTERIOR HANDRAILS ONLY.

LEVEL 3 17' - 8"

BUILDING KEYPLAN 4' - 11 3/8"

3' - 11"

7 RISERS @ 7 9/16" EA. = 4' - 5"

3' - 0"

8' - 10"

Landing 3 13' - 3"

6 TREADS @ 10" EA. = 5' - 0"

LEVEL PH 26' - 6"

NO.

EXISTING REFINISHED HISTORIC RAILING OR NEW HISTORIC RAILING INSTALLED ON NEW STAIR

LEVEL 2 8' - 10"

8' - 10"

Parapet 27' - 8"

4 5 6 8 9

LEVEL 2 8' - 10"

ISSUANCE

DATE

ISSUED FOR PERMIT ISSUED FOR BID PERMIT REVISION ISSUED FOR PART II AMENDMENT I ISSUED FOR CONSTRUCTION

05/06/2016 05/27/2016 07/15/2016 09/01/2016 12/01/2016

4' - 0" V.I.F.

7 6' -

" 1/2

HISTORIC HANDRAIL AT PENTHOUSE LEVEL

8 7

V.I.F.

A-470

6' -

VARIES, V.I.F.

Landing 4 21' - 10"

.F. V.I /1 2" 4

VARIES, V.I.F.

LEVEL 1 0' - 0"

8' - 10"

MATCH EXISTING HISTORIC RAILING AND BAR STOCK WHERE REPLACMENT IS REQUIRED, REFER TO DEMOLITION DRAWINGS FOR ADDITIONAL INFORMATION REGARDING SALVAGE AND CONDITION OF EXISTING RAILS.

2' - 9"

3' - 0"

5 A-470

LEVEL 1 0' - 0"

REMOVE EXSTING MAILBOXES, TYPICAL IN ALL LOCATIONS PORCELAIN FLOOR TILE AND BASE AT GROUND FLOOR LANDING ONLY.

SEAL

6' 7

Grade -4' - 5"

HISTORIC HANDRAIL AT PENTHOUSE LEVEL 1/2 "

Grade -4' - 5"

6 A-470

4' - 5"

F. V.I. 3Â° 37.1

11/18/2016 6:53:34 PM

6' -

" 1/2

LEVEL 3 17' - 8" LEVEL B1 -8' - 10"

4 A-470

LEVEL B1 -8' - 10"

PROJECT NO. DRAWN BY

Author

REVIEWED BY

Checker

SHEET NUMBER HISTORIC HANDRAIL AT TYPICAL FLOOR LEVEL

ENLARGED STAIR SECTION 1" = 1'-0"

RAILING DIAGRAM 1/2" = 1'-0"

TYPICAL STAIR TOWER 1/2" = 1'-0"

A-470 STAIR SECTION AND DETAILS SHEET TITLE