Issuu on Google+


Chao Sun Phone:

+1(979)571-8835

Email:

sunchao8866@gmail.com

Address:

1700 Southwest Pkwy, Apt 130, College Station, TX, 77840

Employment 5/2013-8/2013

Earl Swensson Associates, Inc. (Nashville) Design Intern

1/2013-- 5/2013

Texas A&M University (College Station) Teaching Assistant Study Abroad Program (Italy)

8/2012--12/2012 Texas A&M University (College Station) Teaching Assistant ARCH 216: Computational Methods in Architecture 3/2011-- 6/2011

Halcrow Group Limited (Shanghai), China Design Intern

1/2011-- 3/2011

M A D A s.p.a.m. (Xi’an), China Design Intern

3/2010-- 9/2010

Chang’an University Engineering Design Academy (Xi’an), China Design Intern

Education 8/2011--12/2013 Texas A & M University Master of Architecture 9/2006-- 7/2011

Skills

Chang’an University Bachelor of Architecture

Rewards National Scholarship (2007) Advanced Individual in Social Practice National Scholarship (2008) Outstanding League Cadre Excellent Student (2009) Excellent Student (2010) Excellent Graduate (2011)

References D. Kirk Hamilton, FAIA, FACHA, EDAC Professor, Department of Architecture, Texas A&M University Tel: +1(979)862-6606 khamilton@tamu.edu George J. Mann, AIA Professor, Department of Architecture, Texas A&M University Tel: +1(979)845-7856 gmann@arch.tamu.edu Mardelle McCuskey Shepley, D.Arch., FAIA, FACHA, EDAC, LEED AP Professor, Department of Architecture, Texas A&M University Tel: +1(979)845-7009 mshepley@arch.tamu.edu


school works

Clinic

villa

Clinic Design

Villa Design

Recreation Center recreation center

D. Kirk Hamilton , FAIA, FACHA, EDAC Professor, Department of Architecture, Texas A&M University 19

Tel: +1(979)862-6606 khamilton@tamu.edu George J. Mann, AIA Professor, Department of Architecture, Texas A&M University

museum

Art

Tel: +1(979)845-7856 gmann@arch.tamu.edu Mardelle McCuskey Shepley, D.Arch., FAIA, FACHA, EDAC, LEED AP Professor, Department of Architecture, Texas A&M University Tel: +1(979)845-7009 mshepley@arch.tamu.edu

intern works

Earl Swensson Associates, Inc.

HIGH CLAY TILE HIPPED ROOF

richard l. miller, architect 2100 West End Avenue, Suite 1200 Vanderbilt Plaza Nashville Tennessee 37203 615-329-9445

COPPER GUTTERS AND DOWNSPOUTS

+7 1/2

1ST FLOOR ROOF

This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.

+7 1/2

+7 1/2 +9

+3 +7 1/2

+9 +7 1/2

COPPER GUTTERS AND DOWNSPOUTS

+3

+3 +3

+9 CFA

+7

+9

+3

50% DD Check Set PRELIMINARY NOT FOR CONSTRUCTION

EXISTING 1ST FLOOR ROOF

EXISTING 2ND FLOOR ROOF

+9

+7

+3

CLAY TILE ROOF, TYP. EXISTING 5TH FLOOR ROOF

PENHOUSE ROOF +7

+9

© Earl Swensson Associates. Inc. 2012

COPPER GUTTERS AND DOWNSPOUTS CFA

+3

+9

Seals

+7 1/2 +9

+9

CFA

+9

+9

EXISTING 1ST FLOOR ROOF

+7 1/2 +9

+9 EXISTING 2ND FLOOR ROOF

EXISTING 1ST FLOOR ROOF

CFA

+7 1/2

5TH FLOOR ROOF

CLAY TILE ROOF, TYP.

+9

COPPER GUTTERS AND DOWNSPOUTS

+3

+9 CLAY TILE ROOF, TYP.

+7 +9 +8

+9 COPPER GUTTERS AND DOWNSPOUTS CFA

CLAY TILE ROOF, TYP.

CFA

+9

+9

+9

+3

+9

+3

+3

+9

+3

+9

+3

MODIFIED BITUMEN ROOF SYSTEM ON RIGID TAPERED INSUL. ON CONCRETE ROOF SLAB ON METAL DECKING

+9

COPPER GUTTERS AND DOWNSPOUTS +9

+9 COPPER GUTTERS AND DOWNSPOUTS

CLAY TILE ROOF, TYP. +9 HIGH CLAY TILE HIPPED ROOF

+9

CLAY TILE ROOF, TYP.

+9

+9

+9

+9

+9

+3

+9

+3

OPEN BELOW

CFA

+9

CLAY TILE ROOF, TYP. +9

CFA

COPPER GUTTERS AND DOWNSPOUTS

+9

CFA

+9

+3

+3

+9

CFA

+9

CFA

+9

+3 +3

CLAY TILE ROOF, TYP.

+8 1/2 PENHOUSE ROOF

CFA

+3

+9

+9

+3

+9

+8 1/2 +9

+9

+9 MODIFIED BITUMEN ROOF SYSTEM ON RIGID TAPERED INSUL. ON CONCRETE ROOF SLAB ON METAL DECKING

CFA

+9

+9

+9

+3

+8 1/2

+8 1/2

EXISTING PENHOUSE ROOF

EXISTING 5TH FLOOR ROOF

+9

EXISTING 5TH FLOOR ROOF +8 1/2

CFA

+9

+3

+3 +9

+9

+9

+3

CFA

+9

+3

+8 1/2

+3

+8 1/2

EXISTING ELEV. MECH. ROOM ROOF

+3

+9

+8 1/2

+3

+9

+9

+9

CFA

+9 +8

+8

+8 1/2

+8

+9

CFA

CFA

+9 CFA

CFA

CFA CFA

+8

+9

+8

+3

COPPER GUTTERS AND DOWNSPOUTS +3

+8

+9 +9

+9

+9

+9

+3

+9

+9

2ND FLOOR ROOF

+9

+8

+3

+3

+10

+3

+8

+8

+8

CFA

+8 1/2 +9

CLAY TILE ROOF, TYP.

+3

CFA CFA CFA

COPPER GUTTERS AND DOWNSPOUTS

+8

COPPER GUTTERS AND DOWNSPOUTS

CLAY TILE ROOF, TYP. +3

+3

+9

EXISTING 1ST FLOOR ROOF

EXISTING 5TH FLOOR ROOF

HIGH CLAY TILE HIPPED ROOF

+8

EXISTING 1ST FLOOR ROOF EXISTING 2ND FLOOR ROOF +8

2ND FLOOR ROOF +9

+8

+9 1/2

MODIFIED BITUMEN ROOF SYSTEM ON RIGID TAPERED INSUL. ON CONCRETE ROOF SLAB ON METAL DECKING +8

+3

1ST FLOOR ROOF

+8

+8

+3

+3 EXISTING 1ST FLOOR ROOF

+8

+9 1/2

+3

+9 1/2

+8

Revisions

8/11/2013 5:15:18 PM

C:\Revit_Projects\1204902_Villages North Tower Addition Phase II_A12_CENTRAL_chaos.rvt

+8

arts & diagram

+3

+3

+8

+8

+8

+3

No.

+8

+8

+3

+9 1/2

+3

+9 1/2

+3

+9 1/2

+3

+9 1/2

Issue Description Issue Date

+8 +9 1/2 +3

Description

MODIFIED BITUMEN ROOF SYSTEM ON RIGID TAPERED INSUL. ON CONCRETE ROOF SLAB ON METAL DECKING

+8

2ND FLOOR ROOF

+9 1/2 +9 1/2

Date

+9 1/2

+9 1/2

+9 1/2

+8

+8

1451 El Camino Real - - The Villages, FL 32159

+9 +3

+9 2ND FLOOR ROOF

AHCA Client Code/File-Project Sub. Number: 23/23960032-115

+9

The Villages Hospital North Tower Expansion & Renovations

COPPER GUTTERS AND DOWNSPOUTS CLAY TILE ROOF, TYP.

+9

1ST FLOOR ROOF +9 1/2

+9 1/2

+9 1/2

50% DD Check Set 08/07/13

Project No

12049.02

Drawn By

Author Checked By Checker

Drawing Title

ROOF PLAN - OVERALL

ROOF OVERALL PLAN 0

4'

8'

16'

32'

Sheet Number

A1.50


Clinic

Location: Bryan, Texas Date: 4/26/2012 Instructor: Kirk Hamilton


Texas

Bryan

Site

Location

Lake Evolution

1995

2003

2004

2005

2008

2010


50’

100’

200’

Main Entrance Main Entrance Emergency Entrance Emergency Entrance StaffEntrance Entrance Staff

Masterplan


Physician Office

Physician Office

Physician Office

Soiled Utility

Clean Utility

Exam Room

Exam Room

Exam Room

Exam Room

Exam Room

Exam Room

Chart Room

Procedure Room

Medication Room

Lab/Vital

Housekeeping Closet

Nurse Station

Hall

Physician Office

Crash Cart

Lobby

Purchasing

Transcription Store Room Incomplete Charts

Nourishment

Medical Record

Patients Consultation

Restroom

Dictation

Restroom

Restroom

Patients Consultation

Waiting Room

Restroom Housekeeping Closet

Nurse Station

Lab/Vital

Medication Room

Procedure Room

Exam Room

Exam Room

Exam Room

Exam Room

Exam Room

Exam Room

Soiled Utility

Clean Utility

Physician Office

Physician Office

First Floor plan

Pharmacist Office

Nourishment

Chart Room

Physician Office

Mail Room

Up

Physician Office

Waiting Room

Picking Station

Housekeeping Closet

Vestibule

Restroom Restroom

Office

Dispensing

Conference Room

Storage/ Receiving

Automated Lab

Restroom

Blood Drawing

Restroom

Equipment Storage

Accession

Call Center Buisiness Office

File Room

Staff Lockers

Staff Lounge

Staff Lounge


Diagnostics

Clinics

Support Service

concept discription: 1, WHY water:

Public & Administrative

The water body is a unique feature at the site. with the analysis of how its shape varies according to the weather each year, it would be better to give it some preservation. Also water make people feel cleaner and help people calm down. Have the clinic floating on the lake. People have to go through water to get into the building would make people feel as long as you walk inside of the building, your illness is half cured. 2, why this shape: With a high coverage of woods, a clean white cubical shape would help people feel simple and easy.

Function Diagram


Physician Office

Physician Office

Physician Office

Physician Office

Physician Office

Physician Office

Physician Office

Physician Office

Soiled Utility

Clean Utility

Soiled Utility

Clean Utility

Exam Room

Exam Room

Exam Room

Exam Room

Exam Room

Exam Room

Exam Room

Exam Room

Exam Room

Medication Room Housekeeping Closet Restroom

Exam Room

Exam Room

Procedure Room

Chart Room

Procedure Room

Lab/Vital

Medication Room

Exam Room

Chart Room

Nourishment

Nurse Station

Restroom

Patients Consultation

Waiting Room

Down

Restroom

Restroom Patients Consultation

Restroom Housekeeping Closet

Nurse Station

Locker Room

Lab/ Vital

Chart Room

Procedure Room

Exam Room

Exam Room

Exam Room

Changing Room

Reception

Restroom Patients Consultation

Restroom Housekeeping Closet

Waiting Room

Nourishment Lab/ Vital

Medication Room

XR dressing Ultrasound Room ConBarium trol Prep

General Radiographic Room

Nurse Station

Chart Room

Procedure Room

Exam Room

Exam Room

Exam Room

Exam Room

Exam Room R/F Room

Exam Room

Exam Room XR Control

Soiled Utility

Physician Office

Patients Consultation

Waiting Room

Waiting Restroom

Nourishment

Medication Room

Nourishment

Restroom

Restroom Waiting Room

Lab/Vital Nurse Station

Housekeeping Closet

Accession Restroom R.F Dressing

Clean Supply

Physician Office

Physician Office

Physician Office

Radiologist Office

Mammongraphy

Image Processing

Reading

Radiologist Office

Exam Room

Exam Room

Soiled Utility

Physician Office

Clean Supply

Physician Office

Physician Office

Physician Office


Collum & Beam

Truss

Shear Wall

Structure System

Sections

Elevation


Renderings


Villa

Location: Xi'an, Shannxi, China Date: 7/12/2010 Instructor: Jin Ge


master plan


First Floor Plan First Floor plan


second Floor plan


Rehabilitation Ce

Location: HAIKOU, HAINAN, China Date: 11/30/2012 Instructor: gEORGE MANN


enter


海南 Hainan

中国 China

China

hainan

China

Hainan

LOCATION Location

Bus stops

Site View & Analysis

bus stop

SITE ANALYSIS

Views view

海口 Haikou City

haikou

秀英区 Xiuying District

Xiuying District Haikou

Noise Levels noise level

基地 Site

Site

Xiuying District

noise level

Site


MASTER PLAN

N

Staff Apartment Outpatient Department Inpatient Department Patient family Hotel Cancer Rehabilitation Center Tumor Center


MOUNTAIN

square river

road

BAGUA pond

FENGSHUI ANALYSIS


concept sketch


second floor plan


section


Regong Museum

Location: tongren, qinghai, China Date: 9/28/2010 Instructor: jin Ge


m


N

renderings

concept evolution

structure

rendering

12

master plan


(1)

(2)

(1)

(1)

(1)

(1)

(4)

(3)

(4)

(4)

(1)

(5)

(10)

(11) (9)

(14)

(14)

(12)

(14)

(6) (13)

(6)

(1) (7)

(8)

first floor plan

(14)

(1) office (2) duty room (3) reference room (4) technical room (5) assembly room (6) souvenir store (7) hall (8) reception room (9) multimedia (10) temp storage (12) fire house (13) equipment (14) exhibition room

(14)

(14)

second/third floor plan


section

elevation

elevation


rendering


Intern Work

(2009)


Intern Work

(2010)


location location china 中国 china 中国

xi'an 西安 xi'an 西安

yushan 玉山镇zhen yushan 玉山镇zhen

lantian 蓝田 lantian 蓝田

plant plant

apple 苹果 apple 苹果 persimmon 柿子 persimmon 柿子 megranate 石榴 megranate 石榴 peach 桃 peach 桃 elm 榆树 elm 榆树 zanthoxylum 花椒 zanthoxylum 花椒 刺槐 silver chain 刺槐 silver chain gleditsia 皂荚 gleditsia 皂荚 zizyphus 枣 zizyphus 枣

site analysis site analysis

topographty

road

topographty

road

architecture 建筑

water


apple 苹果 persimmon 柿子 megranate 石榴 peach 桃 elm 榆树

topographty

road

architecture 建筑

water

zanthoxylum 花椒 刺槐 silver chain

gleditsia 皂荚 zizyphus 枣


wall 墙

room 屋

alley courtyard 院

集 volume typical village 1 典型村落 1

typical village 2 典型村落 2

typical village : ground around well 典型村落:井边和磨边是最主要的活动 场所及聚集地。 and milling is the location for activities.

局 lay out typical village 1 typical village 2 典型村落 1

典型村落 2

typical village : 典型建筑与植物、拴马桩等的关系。

relationship between building and plants


饰 decoration

物 substance


01 绿影长廊 02 小镇故事 03 日暖烟园 04 林海融春 05 碧草连天 06 桩阵叠影

17


图例:

墙宇景观院 四方宇水平景观面 四方宇纵向景观面 树荫带 景观主节点

图例:

墙宇景观院

四方宇水平景

四方宇纵向景 树荫带 景观主节点

图例:

墙宇院落 巷隅景观带 公共活动场地 沿街景观带 公共绿地

图例: 主要人行流线 主要车行流线 消防环道

P

地下车库出入口

P

图例:

主要人行流线

主要车行流线 消防环道

P

P

图例:

地下车库出入

墙宇院落 巷隅景观带 公共活动场地 沿街景观带 公共绿地

图例:

墙宇院落 巷隅景观带

公共活动场地 沿街景观带 公共绿地


Intern Work

(2013) Earl Swensson Associates, Inc.

HIGH CLAY TILE HIPPED ROOF

richard l. miller, architect 2100 West End Avenue, Suite 1200 Vanderbilt Plaza Nashville Tennessee 37203 615-329-9445

COPPER GUTTERS AND DOWNSPOUTS

+7 1/2

1ST FLOOR ROOF +7 1/2

+7 1/2 +9

This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.

+3 +7 1/2

+9 +7 1/2

COPPER GUTTERS AND DOWNSPOUTS

+3

+3 +3 +9

+9

CFA

+9

COPPER GUTTERS AND DOWNSPOUTS CFA

+3

+9

+9 CFA

+7

+9

+9

+3

PRELIMINARY NOT FOR CONSTRUCTION

EXISTING 1ST FLOOR ROOF

EXISTING 2ND FLOOR ROOF

+9

+7

+3

CLAY TILE ROOF, TYP. EXISTING 5TH FLOOR ROOF

PENHOUSE ROOF +7

+9

50% DD Check Set

+7 1/2

+9 EXISTING 2ND FLOOR ROOF

Seals

EXISTING 1ST FLOOR ROOF

+7 1/2 +9

EXISTING 1ST FLOOR ROOF

© Earl Swensson Associates. Inc. 2012

CFA

+7 1/2

5TH FLOOR ROOF

CLAY TILE ROOF, TYP.

+9

+9

+3

COPPER GUTTERS AND DOWNSPOUTS

+3

+9 CLAY TILE ROOF, TYP.

+7 +9 +8

+9

+9

+9 COPPER GUTTERS AND DOWNSPOUTS CFA

2ND FLOOR ROOF

CLAY TILE ROOF, TYP.

CFA

+9

+9

+9

+3

+9

+3

+9

+3

+3

+9

+3

MODIFIED BITUMEN ROOF SYSTEM ON RIGID TAPERED INSUL. ON CONCRETE ROOF SLAB ON METAL DECKING

+9

COPPER GUTTERS AND DOWNSPOUTS +9

+9 COPPER GUTTERS AND DOWNSPOUTS

CLAY TILE ROOF, TYP. +9 HIGH CLAY TILE HIPPED ROOF

CLAY TILE ROOF, TYP.

+9

+9

+9

+9

+9

+9

+3

+9

+3

CFA

+9

CLAY TILE ROOF, TYP. +9

CFA

COPPER GUTTERS AND DOWNSPOUTS

+9

OPEN BELOW

CFA

+9

+3

+3

+9

CFA

+9

CFA

+9

+3 +3

CLAY TILE ROOF, TYP.

+8 1/2 PENHOUSE ROOF

CFA

+3

+9

+9

+3

+9

+8 1/2 +9

+9

+9 MODIFIED BITUMEN ROOF SYSTEM ON RIGID TAPERED INSUL. ON CONCRETE ROOF SLAB ON METAL DECKING

CFA

+9

+9

+9

+3

+8 1/2

+8 1/2

EXISTING PENHOUSE ROOF

EXISTING 5TH FLOOR ROOF

+9

EXISTING 5TH FLOOR ROOF +8 1/2

+3

+3 +9

+9

+9

+3

CFA

+3

+9

CFA

+9

+8 1/2

+3

+8 1/2

EXISTING ELEV. MECH. ROOM ROOF

+3

+9

+8 1/2

+3

+9

+9

+9

CFA

+9 +8

+8

+8 1/2

+8

CFA CFA

CFA

CFA CFA

+8

+9

+8

+3

COPPER GUTTERS AND DOWNSPOUTS +3

+8

+8

+9 +9

+9

+9

+9

+3

+9

+9

2ND FLOOR ROOF

+9

CLAY TILE ROOF, TYP. +8

+3

+9

+9

+3

+8

COPPER GUTTERS AND DOWNSPOUTS

+8

CFA

+3

+10

CFA

+3

+8 1/2 +9

CLAY TILE ROOF, TYP.

+8

CFA CFA CFA

COPPER GUTTERS AND DOWNSPOUTS

+3

+3

+9

EXISTING 1ST FLOOR ROOF

EXISTING 5TH FLOOR ROOF

HIGH CLAY TILE HIPPED ROOF

+8

EXISTING 1ST FLOOR ROOF EXISTING 2ND FLOOR ROOF +8

2ND FLOOR ROOF +9

+8

+9 1/2

MODIFIED BITUMEN ROOF SYSTEM ON RIGID TAPERED INSUL. ON CONCRETE ROOF SLAB ON METAL DECKING +8

+3

1ST FLOOR ROOF

+8

+8

+3

+3 EXISTING 1ST FLOOR ROOF

+8

+9 1/2

+3

+9 1/2

+8

Revisions

8/11/2013 5:15:18 PM

C:\Revit_Projects\1204902_Villages North Tower Addition Phase II_A12_CENTRAL_chaos.rvt

+8

+3

+3

+8

+8

+8

+3

No.

+8

+8

+3

+8 +9 1/2

+3

+9 1/2

+3

+9 1/2

+3

+9 1/2

Issue Description

2ND FLOOR ROOF

Issue Date

+8 +9 1/2 +3

+9 1/2

+9 1/2

50% DD Check Set 08/07/13

Project No

12049.02

1ST FLOOR ROOF

Drawn By

Author Checked By Checker

+9 1/2

Drawing Title

+9 1/2 +9 1/2

Description

MODIFIED BITUMEN ROOF SYSTEM ON RIGID TAPERED INSUL. ON CONCRETE ROOF SLAB ON METAL DECKING

+8

+8

Date

+9 1/2

+9 1/2

+9 1/2

1451 El Camino Real - - The Villages, FL 32159

+9

AHCA Client Code/File-Project Sub. Number: 23/23960032-115

CLAY TILE ROOF, TYP.

The Villages Hospital North Tower Expansion & Renovations

COPPER GUTTERS AND DOWNSPOUTS

ROOF PLAN - OVERALL

ROOF OVERALL PLAN 0

4'

8'

16'

32'

Sheet Number

A1.50


Earl Swensson Associates, Inc. richard l. miller, architect 2100 West End Avenue, Suite 1200 Vanderbilt Plaza Nashville Tennessee 37203 615-329-9445

CONT. MTL. COPING

1

0.15

1

0.2

A3.51

2

0.24

A3.52

0.29

A3.41

This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.

0.35

© Earl Swensson Associates. Inc. 2012 Seals

CONT. FOAM SHAPE w/ STUCCO FIN. COAT. "PARAPET TOP 03" CONT. FOAM SHAPE "F" w/ STUCCO FIN. COAT. SEE SHT. A-__ EXTERIOR MTL. LOUVER SEE MECH.

9'-0"

CEP T.O.S. 15' - 8"

3/4" STUCCO FIN. ON 5/8"DENS-GLAS SHTH'G ON MTL. STUD FRAMING

17'-4"

17'-4"

CONT. FOAM SHAPE "B" w/ STUCCO FIN. COAT. MATCH EXISTING (V.I.F.) CONT. FOAM SHAPE SILL "02" w/ STUCCO FIN. COAT. MATCH EXISTING (V.I.F.) 3/4" STUCCO 0N MTL. LATH ON 4" CMU WAINSCOT

CEP Floor -1' - 8"

REFER TO CIVIL DRAWINGS FOR NEW GRADES & ELEVATIONS

OSHA COMPLIANT SHIPS LADDER

1

CONT. MTL. COPING

B.9

1

C.5

A3.41

SOUTH EXTERIOR ELEVATION

C.6

D.2

3

0

4'

8'

12'

D.5

A3.42

CONT. FOAM SHAPE w/ STUCCO FIN. COAT. "PARAPET TOP 03" CONT. FOAM SHAPE "F" w/ STUCCO FIN. COAT. SEE SHT. A-__

3/4" STUCCO 0N MTL. LATH ON 12" CMU

6'

9'-0"

CONT. FOAM SHAPE "G" w/ STUCCO FIN. COAT. SEE SHT. A-3.52

- 1"

EXTERIOR MTL. LOUVER SEE SPEC.

PR. 6'x14' STL.TUBE FRAME GATES w/ STL. MESH PANEL & LATCHING LOCK w/ STL. TUBE COLUMN SUPPORTS. PAINT TO FINISH.

8/11/2013 5:30:22 PM

6'-8"

CONT. FOAM SHAPE SILL "02" w/ STUCCO FIN. COAT. MATCH EXISTING (V.I.F.)

A3.51

BREAK LINE

CONT. MTL. COPING TO MATCH EXISTING

PR. 6'x14' STL.TUBE FRAME GATES W/ STL. MESH PANEL & LATCHING LOCK w/ STL. TUBE COLUMN SUPPORTS. PAINT TO FINISH. SEE 6/A4.01

CEP T.O.S. 15' - 8"

Revisions No.

Date

Description

Issue Description

CD

Issue Date

3/4" STUCCO 0N MTL. LATH ON 4" CMU WAINSCOT

BREAK LINE EXTERIOR MTL. LOUVER SEE SPEC. REFER TO CIVIL DRAWINGS FOR NEW GRADES & ELEVATIONS

OBLIQUE ELEVATION

6

17'-4"

CONT. FOAM SHAPE "B" w/ STUCCO FIN. COAT. MATCH EXISTING (V.I.F.)

CONT. MTL. COPING TO MATCH EXISTING

1'-0"

C:\Revit_Projects\1204902_Villages CEP Phase I_A12_CENTRAL_chaos.rvt

3/4" STUCCO FIN.ON 5/8" DENS-GLAS SHTH'G ON MTL. STUD FRAMING

6 A4.01

13'-0"

CLAY TILE ROOF TO MATCH EXISTING

1451 El Camino Real - - The Villages, FL 32159

6'-0"

6'-8"

The Villages Hospital - Central Energy Plant Expansion

3/4" STUCCO 0N MTL. LATH ON 12" CMU

CLAY TILE ROOF TO MATCH EXISTING

AHCA Client Code/File-Project Sub.Number: 23/23960032-117

12 '0"

- 1"

12'-0"

6'

0" '12

CONT. FOAM SHAPE "G" w/ STUCCO FIN. COAT. SEE SHT. A-3.52

2

WEST EXTERIOR ELEVATION

NEW 16'+/- TALL CMU SCREENWALL w/ 3/4" STUCCO EXT. FIN. & SKIM COAT FINISH ALL OTHER EXPOSED SIDES; HEIGHT, FINISH, & COLOR TO MATCH EXISTING; V.I.F. 0

4'

8'

12'

CEP Floor -1' - 8" NEW 16'+/- TALL CMU SCREENWALL W/ 3/4" STUCCO EXT. FIN. & SKIM COAT FINISH ALL OTHER EXPOSED SIDES; HEIGHT, FINISH, & COLOR TO MATCH EXISTING; V.I.F.

05/30/2013

Project No

12049.02

Drawn By

JT Checked By

Drawing Title

EXTERIOR ELEVATIONS

Sheet Number

A2.01

JPK


A

B

Earl Swensson Associates, Inc.

AZ

A3.03

6.7

6

A

A3.33

5

richard l. miller, architect 2100 West End Avenue, Suite 1200 Vanderbilt Plaza Nashville Tennessee 37203 615-329-9445

This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. Š Earl Swensson Associates. Inc. 2012

5

6

5

2'-2 3/8"

6

6.7

Penthouse Roof 90' - 0"

Seals

PRELIMINARY NOT FOR CONSTRUCTION

1'

2'

4'

SECOND FLOOR STAIRS

2

8'

0

1'

2'

4'

7'-0"

0

12 R. @7''

A

A3.03

7'-0"

FIRST FLOOR STAIRS

1

Low Roof 76' - 0"

12 R. @7''

A

A3.03

7'-0"

A

Low Roof 76' - 0"

4'-6"

10'-1"

8'-7 1/4"

1'-0"

8'

7"

1'-11"

4'-6"

1'

2'

4'

6

6.7

1'-11"

3rd Floor 34' - 0"

8'-0"

5

1'-7"

8'-0"

6.7 24'-8"

1'-7"

1'-8"

6

14 R @ 6 7/8''

3rd Floor 34' - 0"

5

1'-0"

8'

1'-0"

4'-6"

0

1'

2'

4'

8'

A

STAIR SECTION 0

1'

2'

4'

8'

8'-0"

1st Floor 0"

14 R. @ 6 7/8''

4'-6"

8'-0"

LOW ROOF STAIRS

8 R. @ 6 3/4''

6

4'-6"

8'

8 R. @ 6 3/4''

4'

4'-6"

2'

8 R. @ 6 3/4''

1'

2nd Floor 18' - 0"

4'-6"

0

A3.03

2nd Floor 18' - 0"

1st Floor 0"

1'-11"

Revisions

1'-0"

No.

Date

Description

1'-11" 1'-0"

4'-6"

6'-5" 7 TRDS @ 11'' EA.

8 R. @ 6 3/4''

FIFTH FLOOR STAIRS

4'-6"

A

A3.03

5

8 R. @ 6 3/4''

1'-7"

4'-6"

C:\Revit_Projects\1204902_Villages North Tower Addition Phase II_A12_CENTRAL_chaos.rvt 8/11/2013 5:26:38 PM

A

A

4'-6"

1'-0"

8 R. @ 6 3/4''

4'-6"

4'-6"

10'-1"

25'-3"

8 R. @ 6 3/4''

8'-10"

8 R. @ 6 3/4''

4'-6"

4"

4"

B

A3.03

UP

14 R @ 6 7/8''

13 TRDS @ 11'' EA.

4'-6"

1'-0"

4'-6"

4'-6"

10'-9 1/4"

10'-1" 10'-2 1/2"

8'-7 3/4"

B

A3.03

11'-11"

AZ

4'-6"

6 3/4"

AZ

Issue Description

7'-11 3/4"

0

7'-0"

4

8'

12 R. @7''

4'

7'-0"

A3.03

FORTH FLOOR STAIRS

7'-0"

2'

4th Floor 48' - 0" 12 R. @7''

7'-0"

A

6 3/4" 1'-7"

1'

7'-0"

4th Floor 48' - 0"

6 3/4"

A

0

7'-0"

1'-11"

1'-0"

A3.03

3

12 R. @7''

7'-0"

A3.33

10'-1"

UP

12 R. @7''

24'-1 1/4"

THIRD FLOOR STAIRS

1'-0"

4'-6"

1'-0" 24'-1 1/4"

A

4"

14 R. @ 6 7/8''

8'-7 3/4"

4'-6"

12 R. @7''

4"

B

12 R. @7''

4'-6"

5th Floor 62' - 0"

4'-6"

10'-9 1/4"

B

A3.03

4'-6" 10'-1"

UP

7'-0"

1'-0"

1'-7"

4"

10'-9 1/4"

4'-6"

1'-1"

B

A3.03

AZ

AZ

12 R. @7''

6.7

DN

8'-7 3/4"

5th Floor 62' - 0"

6.7

4'-6"

6

1'-7"

5

1'-0"

1'-7"

6

12 R. @7''

5

1451 El Camino Real - - The Villages, FL 32159

1'-2"

6 3/4" 1'-7"

AHCA Client Code/File-Project Sub. Number: 23/23960032-115

4'-4"

The Villages Hospital North Tower Expansion & Renovations

11 TRDS @ 11'' EA. 11'-11"

24'-1 1/4"

12 R. @7''

1'-0"

UP

7'-0"

4'-6"

6'-9 3/4"

12 R. @7''

4'-6"

6'-5"

DN

10'-1"

A3.03

UP

4'-6"

B

4"

10'-9 1/4"

4"

10'-9 1/4"

B

A3.03

AZ

2'-0 3/8" 4'-6"

22'-1 1/4"

1'-0"

AZ

1'-0"

1'-7"

1'-7"

1'-0"

50% DD Check Set

1'-7"

4'-6"

9 5/8"

Penthouse Roof 90' - 0"

6.7

2'-2 3/8" 9 5/8"

Issue Date

1'-11"

B

1'

08/07/13 12049.02

Drawn By

Author Checked By Checker

Drawing Title

STAIR PLANS, SECTIONS & DETAILS

STAIR SECTION 0

50% DD Check Set

Project No

2'

4'

8'

Sheet Number

A3.03


0.35 CON'T. FOAM SHAPE "G" W/ STUCOO BELOW

0.15

Earl Swensson Associates, Inc.

3/4'' STUCCO ON MTL. LATH ON 12'' C.M.U.

richard l. miller, architect 2100 West End Avenue, Suite 1200 Vanderbilt Plaza Nashville Tennessee 37203 615-329-9445

EXISTING C.M.U WALL TO REMAIN

This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.

EXPANSION JOINT COVER SEE SPEC.

© Earl Swensson Associates. Inc. 2012

3/4'' STUCCO ON MTL. LATH ON 12'' C.M.U. STUCCO SKIM COAT APPLEID DIRECTLY TO CMU WITH ELASTOMERIC COATING (SEE SPEC)

ENCASE STEEL COLUMN IN CONCRETE UP TO 6'0" A.F.F.

1'-0"

ENCASE STEEL COLUMN IN CONCRETE UP TO 6'-0" A.F.F.

APPLY SPRAY FIREPROOFING TO EXPOSED STEEL COLUMN (SEE SPECS FOR SPECIFC FIREPROOFING TYPE)

PLAN DETAIL AT EXPANSION JOINT

0

6"

1'

1'-6"

1'-0"

1'-0"

3/4'' STUCCO ON MTL. LATH ON 12'' C.M.U.

4 APPLY SPRAY FIREPROOFING TO EXPOSED STEEL COLUMN (SEE SPECS FOR SPECIFC FIREPROOFING TYPE)

PLAN DETAIL AT COLUMN B.9/0.35

2

1" DIA. STEEL PIPE HINGE W/ 5/8" STEEL PIN

6'-0"

1'-9"

2'-6"

1"

6'-0"

1'-9"

3 7/8" +/-

3" X 3" STEEL TUBE FRAME

PROVIDE END CAPS @ TOP AND BOTTOM OF JAMB TUBES

2" X 10" STEEL TUBE JAMB (1/4" WALL THICKNESS) w/ 1/2" EXP. BOLTS @ 16" O.C. VERT; 4" EMBED MIN STUCCO SKIM COAT ON CMU WALL

SEALANT AND BACKER ROD COPING ABOVE

EXISTING CLAY TILE ROOF BELOW

3/4" STUCCO ON METAL LATH ON CMU WALL

CON'T. FOAM SHAPE "G" W/ STUCOO BELOW

5/8'' EXT. SHEATHING BD.

EDGE OF CONCRETE ENCASEMENT BELOW.

CLAY TILE MANSARD ROOF BELOW

STEEL ANGLE 6"x3"x3/8" - 4" LONG w/ 3/4" DIA. ANCHORS @1 1/2" IN FROM END OF ANGLE; 48" O.C. VERT.- EPOXY GROUT @ HINGE LOCATIONS - 4" EMBED MIN.

2" X 2" STEEL TUBE DIAGONAL ON BACK

STEEL SHIMS WELDED @ HINGE LOCATIONS CMU WALL W/ CONC. FILLED CELLS AND (2) 5" STL. REBAR DOWEL INTO FOOTING STUCCO SKIM COAT ON CMU WALL

6"

3/4" X 3/4" STEEL ANGLE (TYP.) NOTE: 1. ALL GATE TUBES WILL HAVE A 3/16" WALL THICKNESS

1'

2. TUBES WILL BE WELDED w/ 1/8" FILLET WELD AROUND THE TUBE AT ALL INTERSECTIONS

18 GA. PERFORATED METAL PANELS

6

1'-6"

3/4" DROP BOLT W/ RECEIVER AND OVERLAPPING TANGS FOR LOCK (VERIFY LOCKING REQUIREMENTS W/ LOCAL AUTHORITIES)

MIN. ABOVE FIN. GRADE

ELEVATION AT EQUIP. YARD LARGE GATE 0

B.9

3/4" X 3/4" ANGLE @ PERIMETER ALL WELDS TO BE AT BACK SIDE OF GATE, TYP. 4"x4"x1/4" - 3"L STL. ANGLE @ 24" O.C. VERT.(PTD); WELD TO TUBE & ANCHOR TO EXIST'G SCREEN WALL w/ 1/2" DIA. EXP. BOLTS, EPOXY GROUT @ HINGE LOCATIONS - 4" EMBED MIN.

2'

4'

6'

4'-8"

18 GA. PERFORATED MTL. PANEL (PATTERN TO BE APPROVED BY ARCHITECT)

1"

1'' DIA. STEEL PIPE HINGE W/ 5/8'' STEEL PIN

3" X 3" WELDED STEEL TUBE FRAME (PAINTED)

3'-10"

1" DIA. STEEL PIPE SPRING HINGE W/ 5/8" STEEL PIN (4" LONG) 5 @ 24" O.C. VERT.

3'' X 2'' STEEL TUBE VERTICAL

4" X 4" X 3/16'' STEEL TUBE IN CONC. FTG. (PAINTED)

STUCCO SYSTEM ON C.M.U WALL

1"

PROVIDE END CAPS @ TOP OF JAMB TUBES 3'' X 3'' STEEL TUBE FRAME

2'' X 2'' STEEL TUBE HORIZ

Revisions No.

8'-0"

EXTERIOR SHEATHING BD. TO BE EXT. PAINTED.

3/4'' STUCCO ON MTL. LATH ON 8'' MTL. STUD

1" DIA. STEEL PIPE SPRING HINGE W/ 5/8" STEEL PIN (4" LONG) 5 @ EA. DOOR

0

3" X 2" STEEL TUBE HORIZ.

STUCCO SYSTEM ON CMU WALL

3" X 3" WELDED STEEL TUBE FRAME (PAINTED)

3'-1 3/8"

STUCCO SKIM COAT APPLEID DIRECTLY TO CMU WITH ELASTOMERIC COATING (SEE SPEC)

1" EXPANSION JOINT COVER

18 GA. PERFORATED MTL. PANEL (PATTERN TO BE APPROVED BY ARCHITECT)

JAMB DETAIL AT EQUIP. YARD LARGE GATE

5

3/4'' STUCCO ON MTL. LATH ON 12'' C.M.U.

ANTI-SAG BAR - 2" X 2" STEEL DIAGONAL TUBE @ 15'-0" GATE LOCATION ONLY

3'-0"

1'-6"

2" X 2" STEEL TUBE VERTICAL (TYP.)

15'-0"

1'

0.15

Date

Description

18 GA. PERFORATED METAL PANELS

ALIGN APPLY SPRAY FIREPROOFING TO EXPOSED STEEL COLUMN (SEE SPECS FOR SPECIFC FIREPROOFING TYPE)

2 3/8"

3

PLAN DETAIL AT COLUMN B.9/0.15 (UPPER FLOOR LEVEL)

EX. SCREEN WALL FILL CORES w/ CONC. (V.I.F.)

NOTE: 1. ALL GATE TUBES WILL HAVE A 3/16" WALL THICKNESS 2. TUBES WILL BE WELDED w/ 1/8" FILLET WELD AROUND THE TUBE AT ALL INTERSECTIONS

1'-0"

2"

C:\Revit_Projects\1204902_Villages CEP Phase I_A12_CENTRAL_chaos.rvt

3 7/8" +/-

1'-6"

6'-9"

6"

3/4" X 3/4" ANGLE @ PERIMETER; ALL WELDS TO BE AT BACK SIDE OF GATE, TYP.

8/11/2013 5:31:11 PM

1'

2'-3"

0

2" X 2" STEEL INTERMEDIATE TUBE BELOW

C.M.U. CAP BELOW

6"

2"

1

PLAN DETAIL AT COLUMN B.9/0.15 (FIRST FLOOR LEVEL)

0

1'-0"

3'-0"

1'-0"

1451 El Camino Real - - The Villages, FL 32159

1'' EXPANSION JOINT COVER

B.9

B.9

3'-0"

3/4'' STUCCO ON MTL. LATH ON 12'' C.M.U.

STUCCO SKIM COAT APPLEID DIRECTLY TO CMU WITH ELASTOMERIC COATING (SEE SPEC)

AHCA Client Code/File-Project Sub.Number: 23/23960032-117

1 3/4'' EXPANSION JOINT COVER

Seals

EXPANSION JOINT. COVER SEE SPEC.

The Villages Hospital - Central Energy Plant Expansion

12" C.M.U.

MIN. ABOVE FIN. GRADE

3/4" DROP BOLT W/ RECEIVER & OVERLAPPING TANGS FOR LOCK (VERIFY LOCKING REQUIREMENTS W/ LOCAL AUTHORITIES)

Issue Description

CD

Issue Date

05/30/2013

Project No

12049.02

Drawn By JF, LS, CS Checked By Drawing Title

0

6"

1'

1'-6"

7

JAMB DETAIL AT EQUIP. YARD SMALL GATE 0

6"

1'

1'-6"

8

ELEVATION AT EQUIP. YARD SMALL GATE 0

6"

1'

1'-6"

DETAILS

Sheet Number

A4.01

JPK


PL-1 / PL-1 SH-1 CONCEALED

2'-0"

29

1'

2'

2'

4'

9

8'

3rd Floor 34' - 0"

3'-0"

3rd Floor 34' - 0"

CASEWORK ELEVATION NOUR. 3-144

0

1'

2'

4'

10

8'

MED. 3-145

0

1'

2'

4'

2'-4"

3'-0"

1'-0" 2'-0"

0

MED. 3-145

1'

3rd Floor 34' - 0"

2'-0"

2'

4'

2'-0"

4'

KNEE SPACE

3rd Floor 34' - 0"

14

8'

SHRED-IT

3rd Floor 34' - 0"

KNEE SPACE

0

1'

2'

4'

0

8'

1'

SS-1 SS-1 / PL-1 SH-1 -

3rd Floor 34' - 0"

CASEWORK ELEVATION 15 NURSE WORK 3-148

CASEWORK ELEVATION NURSE WORK 3-148

2'

4'

0

1'

2'

17

4'

8'

1'

2'

3'-0"

1'-6"

CASEWORK ELEVATION 0

DICT. 3-149

3'-0"

1'

2'

4'

BRACE

2'-2"

29

2'-10"

23

FIN. END

24

3'-0"

0

1'

2'

4" BACKSPLASH

3rd Floor 34' - 0"

1'-6"

CASEWORK ELEVATION DECONTAM.3-110

4'

2-PIECE MTL. COUNTER FLASHING CONTINUOUS SEALANT

8'

DICT. 3-149

0

1'

2'

4'

0

1'-6"

1'

2'

4'

8'

3'-0"

3'-0"

1'

2'

4'

22

8'

SS-1 / PL-1 -

3" BACKSPLASH

2'-10"

2'-2"

CASEWORK ELEVATION 0

29 23

2'-10"

23

3rd Floor 34' - 0"

CORR. 3-161

SS-1 / PL-1 -

1'-8"

4" BACKSPLASH

2'-0"

SS-1 / PL-1 SH-1 CONCEALED

2'-2"

2'-0"

21

8'

3rd Floor 34' - 0"

CASEWORK ELEVATION NURSE WORK 3-148

3'-0"

1'-6"

3rd Floor 34' - 0"

CASEWORK ELEVATION 0

1'

SOILED HOLD 3-150

2'

4'

3'-0"

23

8'

1'-6" 1'-6"

3'-0"

3rd Floor 34' - 0"

FIN. END

CASEWORK ELEVATION 0

CLEAN 3-109

1'

2'

3

4'

8'

GYP. BD. FURR-DN

SS-1 / PL-1 -

2'-6"

2'-0"

GYP. BD. FURR-DN

3'-0"

2'

4'-0"

4" BACKSPLASH

1'-6" 1'-6"

CASEWORK ELEVATION

20

8'

29

2'-2"

2'-0"

19

8'

GYP. BD. FURR-DN.

3rd Floor 34' - 0"

2'-0"

SS-1 / PL-1 SH-1 CONCEALED 4" BACKSPLASH

SHRED-IT

3rd Floor 34' - 0"

BRACE

4'

3'-0"

SS-1 / PL-1 SH-1 CONCEALED

GYP. BD. FURR-DN

2'-6"

2'-6"

0

3'-0" EQ.

4" BACKSPLASH

CASEWORK ELEVATION DICT. 3-149

1'

GYP. BD. FURR-DN

3'-0"

2'-6"

2'-0" 2'-6"

EQ. 3'-0"

SS-1 / PL-1 SH-1 CONCEALED

4" BACKSPLASH

3rd Floor 34' - 0"

BRACE

0

SS-1 SS-1 / PL-1 SH-1 -

3rd Floor 34' - 0"

CASEWORK ELEVATION 16 NURSE WORK 3-148

8'

11'-2 1/4"

2'-10"

3'-0" EQ. GYP. BD. FURR-DN.

18

4'

25

8'

KNEE SPACE

SS-1 / -

0

1'

2'

4'

SS-1 SS-1 / PL-1 SH-1 -

SS-1 SS-1 / PL-1 SH-1 P.T.S.

KNEE SPACE

CASEWORK ELEVATION DICT. 3-131

SS-1 SS-1 / PL-1 SH-1 -

P.T.S.

3rd Floor 34' - 0"

26

8'

KNEE SPACE

3rd Floor 34' - 0"

CASEWORK ELEVATION 0

VOL./RECEPT. 3-153

1'

2'

4'

27

8'

KNEE SPACE

CASEWORK ELEVATION 0

VOL./RECEPT. 3-153

1'

2'

KNEE SPACE

3rd Floor 34' - 0"

4'

28

8'

3rd Floor 34' - 0"

CASEWORK ELEVATION 0

1'

VOL./RECEPT. 3-153 AND CONSULT RM. 1-131

2'

4'

8'

3'-0"

GYP. BD. FURR-DN GYP. BD. FURR-DN

GYP. BD. FURR-DN

2'-6"

2'-0"

CASEWORK ELEVATION CONSULT. 1-131

0

1'

2'

4'

30

8'

CASEWORK ELEVATION

VOL./RECEPT/ 3-153

0

1'

2'

4'

CASEWORK ELEVATION

31

8'

0

VOL./RECEPT. 3-166

1'

2'

4'

PHONE

SS-1 SS-1 / PL-1 SH-1 -

CARD READER

3rd Floor 34' - 0"

32

8'

RM. 3-166

0

1'

2'

29 23

3rd Floor 34' - 0"

CASEWORK ELEVATION 4'

-/PL-1 SH-1 CONCEALED

2'-0"

SS-1 SS-1 / PL-1 SH-1 -

3rd Floor 34' - 0"

33

Revisions No.

Date

3"1'-6"

3'-0"

3'-0"

23

COFF.

SS-1 / PL-1 SH-1 CONCEALED

GYP. BD. FURR-DN.

2'-0"

29

4" BACKSPLASH

4" BACKSPLASH CONCEALED

29

23

2'-2"

2'-0"

2'-0"

SS-1 / PL-1 SH-1

2'-6"

2'-6"

SS-1 / PL-1 SH-1 4" BACKSPLASH CONCEALED

4" BACKSPLASH

SS-1 / PL-1 -

PYXIS MAIN

1'

2'

KNEE SPACE

3rd Floor 34' - 0"

4'

8'

35

KNEE SPACE

KNEE SPACE

3rd Floor 34' - 0"

CASEWORK ELEVATION 0

PHYS. WORK 3-125

1'

2'

4'

8'

1'-6"

36

3'-0"

1'-6"

2'-10"

KNEE SPACE

0

2'-10"

KNEE SPACE

2'-6"

KNEE SPACE

CASEWORK ELEVATION PHYS WORK 3-125

3rd Floor 34' - 0"

2'-6"

3'-0"

CASEWORK ELEVATION 0

ICU WAITING 3-119

1'

2'

4'

8'

37

2'-6"

3rd Floor 34' - 0"

1'-3" 1'-3"

0

1'

MULTIPLE-PLY EPDM MEMBRANE FLASHING LAYERS LAPPED & SEALED PER ROOF MANUF'S APPROVED DETAILS EPDM ROOF MEMBRANE TO TIE-INTO EXISTING EPDM ROOF AS REQ'D BY ROOFING MFR.. DETAILS/SPECS.

2'

4'

8'

38

CASEWORK ELEVATION MED. 3-227

0

1'

2'

4'

UL P936 RATED ROOF ASSEMBLY W/ RIGID INSULATION BOARD AND LIGHTWEIGHT INSULATING CONCRETE ON METAL DECK

CEP T.O.S. 15' - 8" BENT PLATE (SEE STRUC.) 1"

BENT PLATE (SEE STRUC.)

FIRE-SAFING

1" FIRE-SAFING

OUTRIGGER PLATE (SEE STRUC.)

OUTRIGGER PLATE (SEE STRUC.)

EXISTING CMU WALL

BENT PLATE (SEE STRUC.)

2

1" F.T. 2X WOOD BLOCKING

12'' CMU

DETAIL AT EXPANSION JOINT AND WOOD TRUSS 0

6"

1'

1'-6"

FIRE-SAFING

D.2

ANCHOR BOLT

METAL THRESHOLD IN FULL SEALANT BED (ANCHOR PER MANUF'S REQUIREMENT'S)

STEEL ANGLE (SEE STRUC.)

11" 3/16" STL. BENT PLATE/CHANNEL (SEE STRUC.) PAINT TO FINISH

LAP ROOF MEMBRANE OVER WALL, UNDER STL. PLATE & MTL. FLASHING @ DOOR.

MTL. FLASHING w/ DRIP EDGE SET IN SEALANT; EXTEND UNDER STL. PLATE.

SEALANT (TYP.)

1

DETAIL AT EXPANSION JOINT

CONT TOOLED SEALANT BEAD EXTERIOR SHEATHING BD.

0

6"

1'

1'-6"

OSHA COMPLIANT SHIPS LADDER

MULTIPLE-PLY MEMBRANE FLASHING LAYERS LAPPED AND SEALED PER ROOF MANUF'S APPROVED DETAILS

6" STL. CHANNEL (VERT.) @ 18 O.C. W/ 18"Tx36"Lx3/8" STL. PLATE PAINT TO FINISH.

Revisions

CONT 3/4" SEALANT & BACKER ROD

Description

No.

0

1'

2'

Date

Description

CEP T.O.S. 15' - 8"

CASEWORK ELEVATION NURSE ALCV. 3-222

4'

8'

50% DD Check Set 08/07/13

Project No

12049.02

Drawn By

Author Checked By Checker

Sheet Number 8'

MULTIPLE-PLY MODIFIED BITUMEN ROOF MEMBRANE

SEALANT (TYP.)

CASEWORK ELEVATIONS

3rd Floor 34' - 0"

CASEWORK ELEVATION MED. 3-227

CONTINUOUS ROOF CANT

Drawing Title

FIN. END

34

MULTIPLE-PLY MEMBRANE FLASHING LAYERS LAPPED AND SEALED PER ROOF MANUF'S APPROVED DETAILS

WOOD TRUSS SYSTEM (BY OTHERS)

UL P936 RATED ROOF ASSEMBLY W/ RIGID INSULATION BOARD AND LIGHTWEIGHT INSULATING CONCRETE ON METAL DECK

MEMBRANE FLASHING PLY AND CAP PLY ON 5/8" COMPATIBLE SHEATHING AND 2 1/2''METAL STUD KNEE WALL (FILL ALL STUD CAVITIES W/ BATT INSULATION)

Issue Date

3"

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

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

MULTIPLE-PLY MEMBRANE FLASHING LAYERS LAPPED AND SEALED PER ROOF MANUF'S APPROVED DETAILS

© Earl Swensson Associates. Inc. 2012 Seals

CONTINUOUS ROOF CANT

MULTIPLE-PLY MODIFIED BITUMEN ROOF MEMBRANE

FLEXIBLE VAPER RETARDER WITH COMPRESSIBLE INSULATION FILL

3rd Floor 34' - 0"

8'

CONTINUOUS ROOF CANT

This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.

MEMBRANE FLASHING PLY AND CAP PLY ON 5/8" COMPATIBLE SHEATHING AND 2 1/2'' METAL STUD KNEE WALL (FILL ALL STUD CAVITIES W/ BATT INSULATION)

1'-6"

Issue Description

2'-6"

C:\Revit_Projects\1204902_Villages North Tower Addition Phase II_A12_CENTRAL_chaos.rvt 8/11/2013 5:24:16 PM

29

SS-1 SS-1 / PL-1 SH-1 -

PHONE

3rd Floor 34' - 0"

5'-0"

2'-6"

SS-1 SS-1 / PL-1 SH-1 -

COPIER

KNEE SPACE

8'-6"

FILLER PANEL

4" BACKSPLASH

PAINTED METAL CAP SLOPED AWAY FROM WALL (BED ATTACHEMENT FLANGE IN SEALANT)

MEMBRANE FLASHING PLY AND CAP PLY ON 5/8" COMPATIBLE SHEATHING AND 2 1/2'' METAL STUD KNEE WALL (FILL ALL STUD CAVITIES W/ BATT INSULATION)

ROOF MEMBRANE

1"

PRELIMINARY NOT FOR CONSTRUCTION

3rd Floor 34' - 0"

2'-6"

CASEWORK ELEVATION I.C.U. PAT. RM. TYP., RM 3-136

richard l. miller, architect 2100 West End Avenue, Suite 1200 Vanderbilt Plaza Nashville Tennessee 37203 615-329-9445

FLEXIBLE VAPER RETARDER WITH COMPRESSIBLE INSULATION FILL

FLEXIBLE VAPER RETARDER WITH COMPRESSIBLE INSULATION FILL

3/4" STUCCO ON 12'' C.M.U. (TYP.)

50% DD Check Set

PL-1 / PL-1 SH-1 CONCEALED

2'-0"

12

8'

3'-0"

EQ. 3'-0"

PAINTED METAL CAP SLOPED AWAY FROM WALL (BED ATTACHEMENT FLANGE IN SEALANT)

GYP. BD. FURR-DN.

SS-1 SS-1 / PL-1 SH-1 -

PRINTER

CONTINUOUS SEALANT

© Earl Swensson Associates. Inc. 2012 Seals

3'-0"

4" BACKSPLASH

CASEWORK ELEVATION

11

8'

8'

10'' MIN CURB HT. ABOVE

SS-1 / PL-1 -

3'-0"

CASEWORK ELEVATION

4'

GYP. BD. FURR-DN

SS-1 SS-1 / PL-1 SH-1 -

PRINTER

4" BACKSPLASH

2'-2" 2'-10" 2'-6"

CASEWORK ELEVATION

I.C.U. PAT. RM. TYP.,0 RM. 3-135

1'

2'

23 29

23

4" BACKSPLASH

1'

GYP. BD. FURR-DN

29

PYXIS MAIN

HOTELING 3-1400

1'-6"

3'-0" GYP. BD. FURR-DN.

SS-1 / PL-1 SH-1 CONCEALED

CASEWORK ELEVATION

1'-6" 23

13

HOTELING 3-1400

4" BACKSPLASH

6

8'

1451 El Camino Real - - The Villages, FL 32159

3'-0"

GYP. BD. FURR-DN

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

CASEWORK ELEVATION

4'

The Villages Hospital - Central Energy Plant Expansion

3rd Floor 34' - 0"

8

8'

3'-0"

2'

AHCA Client Code/File-Project Sub.Number: 23/23960032-117

4'

3'-0"

1'

1"

2'

HOTELING 3-1400

6"

1'

CASEWORK ELEVATION

5

8'

3'-6"

0

4'

ROOF MEMBRANE

MICRO.

2'-6" 1'-0"

HOTELING 3-140

2'

EQ.

2'-0" ICE MKR.

4" 2'-6"

3rd Floor 34' - 0"

CASEWORK ELEVATION

7

1'

GYP. BD. FURR-DN

COFF. REFRG.

3'-6"

4'-4"

SS-1 SS-1 / PL-1 SH-1 -

0

HOTELING 3-140

10'' MIN. CURB HT. ABOVE

3'-0"

FILLER PANEL

GYP. BD. FURR-DN.

SS-1 SS-1 / PL-1 SH-1 -

CASEWORK ELEVATION

4

8'

ROOF MEMBRANE

3'-0"

4'

10'' MIN.CURB HT. ABOVE

23 EQ.

2'

A8.01

C:\Revit_Projects\1204902_Villages CEP Phase I_A12_CENTRAL_chaos.rvt

29 GYP. BD. FURR-DN

1'

8/11/2013 5:29:53 PM

HOTELING 3-140 0

CONTINUOUS SEALANT PAINTED METAL CAP SLOPED AWAY FROM WALL (BED ATTACHEMENT FLANGE IN SEALANT)

2-PIECE MTL. COUNTER FLASHING

1451 El Camino Real - - The Villages, FL 32159

CASEWORK ELEVATION

The Villages Hospital North Tower Expansion & Renovations

2'-6" 1'-0"

2'-2" 2'-10"

3

8'

Earl Swensson Associates, Inc.

2-PIECE MTL. COUNTER FLASHING

This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.

AHCA Client Code/File-Project Sub. Number: 23/23960032-115

4'

2'-0"

2'

2'-2"

1'

Earl Swensson Associates, Inc. richard l. miller, architect 2100 West End Avenue, Suite 1200 Vanderbilt Plaza Nashville Tennessee 37203 615-329-9445

3rd Floor 34' - 0"

2'-10"

0

SS-1 SS-1 / PL-1 SH-1 -

3rd Floor 34' - 0"

2'-0"

HOTELING 3-140

PRINTER

2'-2"

EQ

SS-1 SS-1 / PL-1 SH-1 -

A.T. CLG

3rd Floor 34' - 0"

4" 2'-6"

3'-0"

CASEWORK ELEVATION

2

8'

3'-6"

3rd Floor 34' - 0"

0"

4'

3'-0"

SS-1 SS-1 / PL-1 SH-1 -

A.T. CLG.

4" BACKSPLASH

4'-0"

2'

3'-6"

3rd Floor 34' - 0"

SS-1 SS-1 / PL-1 SH-1 -

A.T. CLG.

4'-4"

2'-0" 2'-2" EQ

SS-1 / PL-1 SH-1 CONCEALED

FILLER PANEL

3'-6"

1'

3'-0" EQ

2'-2"

0

CORR. 3-161

3'-0"

GYP. BD. FURR-DN.

3rd Floor 34' - 0"

CASEWORK ELEVATION

1

1'-0"

PRINTER

2'-10"

3'-6"

KNEE SPACE

3'-0"

FILLER PANEL

2'-0"

EQ 3'-0" SS-1 / PL-1 SH-1 CONCEALED 4" BACKSPLASH

STL. EMBED PLATE (SEE STRUC.) UL P936 RATED ROOF ASSEMBLY W/ RIGID INSULATION BOARD AND LIGHTWEIGHT INSULATING CONCRETE ON METAL DECK

3/4" STUCCO ON MTL. LATH

BENT PLATE (SEE STRUC.)

Issue Description Issue Date

CD 05/30/2013

Project No

CONT. BOND BEAM

Drawn By

12049.02 JF, CS Checked By

Drawing Title

WALL SECTIONS & DETAILS

3

WALL SECTION 12

Sheet Number 0

6"

1'

1'-6"

A3.54

JPK


Earl Swensson Associates, Inc.

2'-8"

3"

1'

6"

1'

2'

7

1-HOUR SHAFT WALL TO DECK, SEE INDEX SHEET FOR DESCRIPTION

4

B

FIREPROOFED STEEL COLUMN SEE STRUCTURAL

F

1'-0"

2-HOUR SHAFT WALL TO DECK, SEE INDEX SHEET FOR DESCRIPTION

COLUMN DETAIL RM 3-165

2'

1/2" TILE ON 5/8" GYP. BD. ON 3 5/8" MTL. STUDS

1/2" TILE ON 5/8" GYP. BD. ON 1 5/8" MTL. STUDS

FIREPROOFED COLUMN SEE STRUCTURAL

C

0

3"

6"

1'

2'

8

COLUMN DETAIL RM 3-207

0

3"

6"

1'

2'

9

COLUMN DETAIL RM 3-209

0

3"

6"

1'

2'

10

COLUMN DETAIL RM 3-221

0

3"

6"

1'

2'

5 1'-1 1/2"

2'-0"

2'-0"

FIRE SAFING (TYP.)

Date

3"

6"

5'-0" STUCCO & SHEATHING BD. ON 8'' MTL. STUDS W/ BATT INSUL. (TYP)

Sim

ALUM. STOREFRONT WINDOW W/ 1'' INUL GLAZING

5 A3.56

4 A3.56

CONT. FOAM SHAPE "A" w/ STUCCO FIN. COAT.

CONT. FOAM SHAPE "A" w/ STUCCO FIN. COAT.

COMPOSITE FLOOR (SEE STRU.)

COMPOSITE FLOOR (SEE STRU.) CONT. FOAM SHAPE "B" w/ STUCCO FIN. COAT.

2nd Floor 18' - 0"

2nd Floor 18' - 0"

CONT. FOAM SHAPE "B" w/ STUCCO FIN. COAT.

10" 1'-7" CLAY TILE ROOF METAL TRUSS (SEE STRUCT.)

08/07/13

Project No

12049.02

Drawn By

Author Checked By Checker

Drawing Title 1'

CONT. FOAM SHAPE "E" w/ STUCCO FIN. COAT.

9

Sim

A3.57

ALUM. STOREFRONT WINDOW W/ 1'' INUL GLAZING

6

Revisions

Description

Issue Date

0

FIRE SAFING (TYP.)

5/8'' GYP. BD. ON 8'' METAL STUDS W/ BATT INSULATION

3/4'' STUCCO ON MTL. LATH & TYVEK ON 5/8'' DENS-GLASS

Issue Description

RM 3-232

3rd Floor 34' - 0" 10" 1'-7"

CONT. FOAM SHAPE "E" w/ STUCCO FIN. COAT.

9

5/8" GYP. BD. ON 3 5/8" MTL. STUDS

COLUMN DETAIL

1'-7"

A3.57

B

11

MODIFIED BITUMEN ROOFING ON TAPERED INSUL.BD. (TYP.)

3rd Floor 34' - 0"

STUCCO & SHEATHING BD. ON 8'' MTL. STUDS W/ BATT INSUL. (TYP)

1'-1 1/2"

C:\Revit_Projects\1204902_Villages North Tower Addition Phase II_A12_CENTRAL_chaos.rvt 8/11/2013 5:21:17 PM

1/2" TILE ON 5/8" GYP. BD. ON 3 5/8" MTL. STUDS

No.

3/4'' STUCCO ON MTL. LATH & TYVEK ON 5/8'' DENS-GLASS

10"

5/8'' GYP. BD. ON 8'' METAL STUDS W/ BATT INSULATION

A3.56

Revisions FIREPROOFED STEEL COLUMN SEE STRUCTURAL

BATT INSULATION, TYP.

MODIFIED BITUMEN ROOFING ON TAPERED INSUL.BD. (TYP.)

6"

2'

DETAILS

Sheet Number

A4.03

SLAB ON GRADE (SEE STRUCT.)

No.

2

CONT. FOAM SHAPE "C" w/ STUCCO FIN. COAT. MATCH EXT.

Date

1451 El Camino Real - - The Villages, FL 32159

3"

The Villages Hospital North Tower Expansion & Renovations

0

0

RM 3-139

1'-7"

COLUMN DETAIL RM 3-142

1'-0"

COLUMN DETAIL

AHCA Client Code/File-Project Sub. Number: 23/23960032-115

5

5'-0"

2'

10'-0"

1'

1'-0"

6"

5'-0"

3"

12'-0"

0

RM 3-134

7 1/2" TILE ON 5/8" GYP. BD. ON 1 5/8" MTL. STUDS

1/2" TILE ON 5/8" GYP. BD. ON 3 5/8" MTL. STUDS

5/8 GYP. BD. ON 3 5/8" MTL. STUDS

10 7/16"

11 5/8"

COLUMN DETAIL

16'-0"

4

7'-6 1/2"

2'

10"

1'-11 3/4"

1'

BATT INSULATION, TYP.

10'-5 1/2"

6"

1'-2"

3.8

6

3"

7

FIREPROOFED STEEL COLUMN SEE STRUCTURAL

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

0

RM 3-107

5/8 GYP. BD. ON 2 1/2" MTL. STUDS

FIREPROOFED STEEL COLUMN SEE STRUCTURAL

1/2" TILE ON SMOKE RESISTIVE WALL TO DECK, SEE INDEX SHEET FOR DESCRIPTION

1'-0"

COLUMN DETAIL

3

2'

C:\Revit_Projects\1204902_Villages North Tower Addition Phase II_A12_CENTRAL_chaos.rvt

1'-2"

1-HOUR FIREWALL TO DECK, SEE INDEX SHEET FOR DESCRIPTION

M.4 H

1'

8/11/2013 5:19:31 PM

6"

1451 El Camino Real - - The Villages, FL 32159

1'-2"

3"

The Villages Hospital North Tower Expansion & Renovations

1'-2"

5/8" GYP. BD . ON 3 5/8" MTL. STUDS

0

RM 3-105

AHCA Client Code/File-Project Sub. Number: 23/23960032-115

0.4

COLUMN DETAIL

10 1/4"

2

2'

11 3/8"

1'

10"

6"

10"

3"

1'-0"

0

RM 3-103

10"

COLUMN DETAIL

1

PRELIMINARY NOT FOR CONSTRUCTION

PREF AB. MTL. COPING CONT. FOAM SHAPE "A" w/ STUCCO FIN. COAT.

1'-3 7/8"

Seals

50% DD Check Set PRELIMINARY NOT FOR CONSTRUCTION

1'-2" 10 1/2"

© Earl Swensson Associates. Inc. 2012

0.3

Description

A3.56 SLAB ON GRADE (SEE STRUCT.)

STUCCO & SHEATHING BD. ON MTL. STUD FRAMING W/ BATT

STUCCO & SHEATHING BD. ON MTL. STUD FRAMING W/ BATT

1'-0"

FIREPROOFED STEEL COLUMN SEE STRUCTURAL

1'-9 5/8"

METAL TRUSS (SEE STRUCT.)

Seals

F

F

FIREPROOFED STEEL COLUMN SEE STRUCTURAL

1'-1"

11"

1'-2"

10"

1'-2"

FIREPROOFED STEEL COLUMN SEE STRUCTURAL

5/8" GYP. BD. ON 3 5/8" MTL. STUD

1'-1"

K 5/8" GYP. BD. ON 6" MTL. STUD

CLAY TILE ROOF

1'-8 1/8"

5/8" GYP. BD. ON 2 1/2" MTL. STUD

K

1'-0"

11 1/4"

10"

1'-2"

5/8" GYP. BD. ON 3 5/8" MTL. STUD 5/8" GYP. BD. ON 3 5/8" MTL. STUD

1'-2"

2

This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.

PREFAB. MTL. COPING

METAL TRUSS (SEE STRUCT.)

© Earl Swensson Associates. Inc. 2012

5/8" GYP. BD. ON 6" MTL. STUD

5/8" GYP. BD. ON 6" MTL. STUD

K

CLAY TILE ROOF

4'-4"

0.8

richard l. miller, architect 2100 West End Avenue, Suite 1200 Vanderbilt Plaza Nashville Tennessee 37203 615-329-9445

PREFAB. MTL. COPING

0.3

This drawing and the design shown is the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action.

5'-0"

0.4

Earl Swensson Associates, Inc.

richard l. miller, architect 2100 West End Avenue, Suite 1200 Vanderbilt Plaza Nashville Tennessee 37203 615-329-9445

0.4

0.9

1st Floor 0"

1st Floor 0" Issue Description Issue Date

50% DD Check Set 08/07/13

Project No

12049.02

Drawn By

Author Checked By Checker

Drawing Title

B

WALL SECTION

0

6"

1'

2'

4'

C

WALL SECTION

WALL SECTIONS & DETAILS 0

6"

1'

2'

4'

Sheet Number

A3.52


ARTS


Diagram


Be fore

1920

1930

1940

1950

1960

1970

1980

1990

2000

2010

dayou dong qingyun ma

Bing Bu

Zhengding Longxing Temple (586)

Juer Hutong (1999)

jinqiu zhang

zhaoye guan

Wutai Mountain, Foguang Temple (857)

Linggu Tower(1928)

Xian museum (2007)

Tsing hua University

LingxiaoTemple (860)

Ming Xiao Mausoleum (780) Yingxian wood Temple (1056)

Y

Shaanxi Museum (1983)

HUIYIN LIN

liangyong wu Jianzhen Memorial Temple (1973)

JI LI Guanyin Ge(984) Nanchan Temple (780)

SICHENG LIANG

Forbidden City (1428)

Yungang Grottoes (460)

Southeast university

weiwei ai

ZHEWEN LUO

Yungang Grottoes (460)

ungang Grottoes (460)

SIGUANG LI

DUNZHEN LIU

The Memorial Hall of The Victims in Nanjing Massacre by Japanese Invaders (1985) Dule Temple (984)

YUAN CHEN Potala Palace(1645)

QIQIAN ZHU

TINGBAO YANG

China Acadmey of Art, Xiang Shan (2004)

bingren xiang

SHEN ZHAO

Society for the Study of Chinese Archit

Kang qi shu wang

Yangshi lei (1683-1900?)

Ningbo Museum (2008)

Yingzao Fashi(1100)

Jitai (1928)

The great hall of the people (1958)

Ten years Museum (2012)

yonghe zhang

Central Gym in Nanjing (1937)

jun tong Yangshi lei (1683-1900?) Guanyin Ge(984)

Zhengding Longxing Temple (586) Qing Gongbu Gongcheng Zeli(1734)

kecheng liu

tIANJIN university

bingxian Lin

Yigang Peng

Fifth Garden (2012)

yanzhi lv

ge wang

zhanxiang chen kai cui

Absolute (2009)

yansong ma Zhongshan Mausoleum(1931)

jiakun liu


Chao