professional portfolio v3

ROBERT HUBER//

PROFESSIONALPORTFOLIOPARALINEHOUSER WALKER ARCHITECTS

Project Name //

Architect //

Project Scope // Project Role //QUEST COMPLEX 2Approx. 5,000 sq ft office building to serve at the entry to organization complex, to serve as an administative headquarters for the organization. Under construciion.

Involved from conceptual through CD set, drawings have been ahead of schedule. Rendering and mod-eling through all stages of design. Participation in coordination meetings and involvement in materi-al/production selection.

PARALINE

DN

DN

ROCK STREET (30' RW)

JOSE

PH E

LOWE

RY BL

VD

ALLE

Y

EXISTING BUILDINGPARKING LOT OFNEIGHBORING PROPERTY

LANDSCAPE

BRICK ENTRY PLAZA

UPPER PLAZA

SIDEW

ALK

5' MIN. SIDEWALK

10' S

IDEWA

LK

5' LAN

DSCA

PE ST

RIP

LOWER PLAZA

LANDSCAPE

LANDSCAPE

LANDSCAPE

ENTRYENTRY

BACKFLOW PREVENTERVAULT - SEE CIVIL

FIRST FLOORPROPOSED BUILDING

PROPERTY LINE

©

SCOPE DOCUMENTS

The Construction Documents have not been completed therefore this drawing maybe incomplete or not coordinated. The documents issued indicate the generalscope of the Project. The Contractor is responsible for complete and coordinatedpricing and Work, and shall include all items necessary for the proper executionand completion of the Project, whether indicated or not. All components of theProject shall comply with any and all requirements of national, state, and localcodes. The Contractor shall inform the Owner and Architect of any omissions,inconsistencies or errors in the information provided. If no notice is given and anyomissions, inconsistencies or errors are discovered, the Architect's decisions onitems of Work included in the scope shall be binding on the Contractor, whenconsistent with the general scope and quality of the Project.

Principal-in-Charge

Project Manager

Project Architect

Staff Architect

Project No.

Date

Drawing No.

NOT ISSUED FOR CONSTRUCTION

1

A

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

BC

DE

FG

HJ

KL

MN

P

AB

CD

EF

GH

JK

LM

NP

Copyright Paraline 2016

115 MARTIN LUTHER KING JR DR SW, SUITE 410 ATLANTA, GEORGIA 30303

(P) 404.448.1039 WWW.PARALINESTUDIO.COM

4/25/2

0163

:41:50

P M

A010

ARCHITECTURAL SITE PLAN

QUEST COMPLEX 2

283 JOSEPH E. LOWERY BLVD NWATLANTA, GA 30314

QUEST COMMUNITY DEVELOPMENTORGANIZATION

PROJ

ECTN

AME:

QUES

TCO M

PLEX

2SH

E ETN

UMBE

R:A0

10-A

R CHIT

ECTU

RALS

ITEPL

A N

3/16" = 1'-0"1 ARCHITECTURAL SITE PLAN

ISSUANCESNo. Drawing Issue Description Date

1 SAP SUBMITTAL 12/21/15

Project Name //

Architect //

Project Scope // Project Role //

1

2

2.8

3

3.2

J K L M N N.1

140 SF

IDEATIONSTUDIO

G202

482 SF

FAB LABG203

87 SF

ASSESSMENTG207

148 SF

STORAGEG204

131 SF

ASSESSMENTG208

686 SF

OPEN OFFICEG206

CORRIDORF210

CORRIDORF211

17 SF

ELECG205

HOTEL DESKSBY OWNER

662 SF

DEMONSTRATIONAREA

G201

G203

G207

G208

G204

G205

D

E

A4021

A4023

A4027

NOT IN CONTRACT

0S3B

0S3B

1S6B-1

0S3B

0S3B

0S3B-1

1S6B-1C

C

G201A

0S3B-1

0S3A

EXISTING SERVICEELEVATOR

VESTIBULE241

A4031

G202

ADJUSTABLEWORK STATIONS

BY OWNER

G201B

1S6B-1

EXISTINGEGRESS STAIR

A4034

A40211

0S3B-1

3' X 7' PLINTH

A A A A

B

PLAN KEYNOTES EQUIPMENT KEYNOTES (PROVIDED BY OWNER)GENERAL NOTES

©

SCOPE DOCUMENTS


Principal-in-Charge

Project Manager

Project Architect

Staff Architect

Project No.

Date

Drawing No.


1

A

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

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

BC

DE

FG

HJ

K

AB

CD

EF

GH

JK


115 MARTIN LUTHER KING JR DR SW SUITE 410 ATLANTA, GEORGIA 30303


4/20/2

0165

:31:18

P M

A101

A.W.T FLOOR PLAN

BLANCHARD HALL, A.W.T.LAB CREATION

6135 ROOSEVELT HIGHWAYWARM SPRINGS, GA 31830

GEORGIA VOCATIONAL REHABILITATIONAGENCY

PROJ

ECTN

AME:

BLAN

CHAR

DHAL

L ,A.W

.T.LA

BCR E

ATION

SHE E

TNUM

BER:

A101

-A.W

.TFL

OORP

LAN

1/4" = 1'-0"1 A.W.T FLOOR PLAN

1" = 50'-0"KEY PLAN - SECOND FLR


1

AWT L ABApprox. 2,500 sq ft lab space for the ideation and fabrication lab of assistive technologies,, requiring high degree of consideration for accessibilty and advanced techniology needs.

Initial site measurements,conceptual design, SD set and product/material specification.

PARALINE

A402

COUNTERTOP

PEG BOARD PEG BOARDE

SECOND FLOOREL. 0' - 0"

UNFINISHEDSTL TABLEBASE W/ MDFSHELVING ANDADJUSTABLEFEET

HARD BOARDOVER 2 EA3/4" MDF

A402

COUNTERTOP


UNFINISHEDSTL TABLEBASE W/ MDFSHELVING ANDADJUSTABLEFEET

PLASTICLAMINATEOVER 2 EA3/4" MDF

A402

COUNTERTOP

MIRROR


SOLID SURFACECOUNTERTOP

TOUCHLESSFAUCET


SOLID SURFACECOUNTERTOPBACKSPASH ANDEND PANEL

PLASTIC LAMINATEREMOVABLE APRON

TOUCHLESSFAUCET

MIRROR

A402

A402

PLASTIC LAMINATEWORK SURFACE@ 27" A.F.F

SOLID SURFACECOUNTERTOP@ 34" A.F.F

SOLID SURFACECOUNTERTOP@ 42" A.F.F

SOLID SURFACE1/4" ENGRAVEDLETTERING

WOOD PANELING

RUBBER BASE

SOLID SURFACECOUNTERTOP

RUBBER BASE

SOLID SURFACE

SOLID SURACECOUNTERTOP W/ SIDE

PANEL

WOOD PANELING

©

SCOPE DOCUMENTS


Principal-in-Charge

Project Manager

Project Architect

Staff Architect

Project No.

Date

Drawing No.


1

A

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

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

BC

DE

FG

HJ

K

AB

CD

EF

GH

JK


115 MARTIN LUTHER KING JR DR SW SUITE 410 ATLANTA, GEORGIA 30303


4/20/2

0165

:31:24

P M

A402

MILLWORK COMPONENTS

BLANCHARD HALL, A.W.T.LAB CREATION

6135 ROOSEVELT HIGHWAYWARM SPRINGS, GA 31830

GEORGIA VOCATIONAL REHABILITATIONAGENCY

PROJ

ECTN

AME:

BLAN

CHAR

DHA

LL,A

.W.T.

LABC

R EAT

ION

SHE E

TNUM

BER:

A402

-MIL L

WORK

COMP

O NEN

TS

1/2" = 1'-0"1 FAB LAB MILLWRK 1 PLAN

1/2" = 1'-0"2 FAB LAB MILLWRK 1 ELEV

3/4" = 1'-0"4 FAB LAB MILLWRK SECTION A


1/2" = 1'-0"3 FAB LAB MILLWRK 2 PLAN

3/4" = 1'-0"5 FAB LAB MILLWRK SECTION

1/2" = 1'-0"6 FAB LAB MILLWRK 2 ELEV

1/2" = 1'-0"7 OFFICE MILWRK PLAN

1/2" = 1'-0"8 OFFICE MILLWRK ELEV

3/4" = 1'-0"9 SECTION AT CABINETS

3/4" = 1'-0"10 SECTION AT HAND SINK

3/4" = 1'-0"11 RECEPTION DESK

3/4" = 1'-0"12 INTAKE DESK SOUTH

3/4" = 1'-0"13 INTAKE DESK WEST

Project Name //

Architect //


䄀⸀　

⸀㘀⸀㈀　㔀

NESTLE LOUNGE2,000 sq ft interior redesign and renovation of company lounge and vending area.

Took site measurements and documentation, worked on conceptual design phase, progressed to schematic design modeling, made the needed renderings to communicate with the client, picked the material and cutsheets throughout the space and completed the CD set.

PARALINE

Project Name //

Architect //

Project Scope // Project Role //WILDWOODNew construction, approx. 6000 sq ft, mod-ernist home with high-end detailing and fin-ishing. 6 bedroom and 6 1/2 bath. Currently under construction.

Worked project after SD phase and completed the CD set with advanced modeling and ren-dering to communicate with client. Additionally, designed and modeled interior spaces with product specification and material selection, as well as kitchen and bathroom layout drawings.

PARALINE

Project Name //

Architect //

Project Scope // Project Role //34 PARK TOWERRenovation of existing street facade on histor-ic downtown highrise.

Visualization and rendering.

PARALINE

Project Name //

Architect //

Project Scope // Project Role //HIGHTOWER LIBRARYRenovation of an existing library that needed an update to retain students. Opening the southwest corner of the building to bring in light and provide a grand entry procession into the library.

Modeled existing building and SD phase conceptual designing, particularly the exterior facade.

HOUSER WALKER

Project Name //

Architect //


LEVEL 10"

LEVEL 211' - 6"

A1A210

0'-0" Main Level

9" / 12"

9" / 12"

SEE NOTE 1

A210J1

A501F5

A210L1

11' -

6"

A5

A220

6' - 8

"

9' - 8

"

BOTTOM OFTRUSS

20' - 2"

10' -

10"

3' - 0

"

LED STRIP LIGHTINGON TOP SIDE OF

HORIZONTALBRIDGING

A6A210

DUCT

ACUNIT

DUCT

BLACK FABRIC ACOUSTIC PANELS

EQ EQ

A501A1

1.75X16 LVL, ADDITIONALREQUIRED WHERE INDICATED. SEE

A102-A1

3/4" PLYWOOD FLOORING

VAPOR BARRIER

(1) 2X9 1/4 LVL

PT 2X6 FASCIA

DBL. PT 2X6 SYP

WINDOWSILLEXTENDS PAST

RAINSCREEN

A501A6

A501A4

R-30 BATT INSULATION

3/4" EXTERIOR PLYWOOD SHEATHING

2X2 PT BATTENS @ 24" O.C.

SIMPSON H2.5A @ EACH TRUSS BEARING

16 TJI210 GIRDER@ 16” O.C.

DESK COUNTERTOP

2X6 LEVEL 2 BASE PLATE

GWB CEILING

2' - 1

1"

LEVEL 10"

LEVEL 211' - 6"

10' -

0"

10' -

10"

BOTTOM OFTRUSS20' - 2"

STAT E OF GEORGI A

RE GI S T E RE D A RCHI T ECT

FRANK HOUSER

LICENSE NO. RA010

330**

SHEE

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DRAW

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PROJ

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ISSUE:

PROJECT NO:

SHEET NO:

2010

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H O U S E RW A L K E RA R C H I T E C T U R E

1819 Peachtree Rd NE, Ste102

A t l a n t a, G A 3 0 3 0 9

t. 4 0 4 . 6 3 3 . 4 2 6 4

f. 4 0 4 . 8 7 0 . 7 3 3 7

www.houserwalker.com

DATE:

REVISION DATE:

REVISION NO:

K L M N P RHGFEDCBA

9

8

7

6

5

4

3

2

1

GENERAL NOTES

SHEET SPECIFIC NOTES

RELE

ASED

FOR

CON

STRU

CTIO

N

A210

1005

07/30/14

CONSTRUCTIONDOCUMENTS

Hous

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Acce

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Sect

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A30

318

1/4" = 1'-0"A6 E/W SECTION 1

1/4" = 1'-0"A1 N/S SECTION

1. 2X4 SYP NO. 1 O R BETTER, HORIZONTALBRIDGING @ 8" O.C. MAXIMUM,CONNECTING ALL TRUSSES. OVERLAP AMINIMUM OF 2 TRUSSES SPACES AT ALLSPLICES. ATTACH TO EACH TRUSS CROSSEDW/ 2-16D MIN. 2X12 BOARD WILL SIT ON TOP,PARALEL TO TRUSSES FOR FAN INSTALLATION.

2. TRUSS X-BRACING @ 8" O.C. (PREFERABLY INA VERTICAL PLANE, ATTACHED TO VERTICALWEB MEMBER ON EACH TRUSS CROSSED

3/4" = 1'-0"J1 WALL SECTION - W

AS IN

DICA

TED

1. DESIGN OF METAL-PLATE CONNECTED WOOD TRUSSESBY MANUFACTURER. TRUSS DESIGN, MANUFACTURING,QUALITY CONTROL AND EVALUATION SHALL CONFORMTO ANSI/TPI1-2002 "NATIONAL DESIGN STANDARD FORMETAL PLATE CONNECTED WOOD TRUSSCONSTRUCTION," BY TRUSS PLATE INSTITUTE. ALLERECTION AND PERMANENT TRUSS BRIDGING ANDBRACING SHALL BE INSTALLED AND ALL COMPONENTSPERMANENTLY FASTENED BEFORE THE APPLICATION OFSUPERIMPOSED LOADS TO THE TRUSSES. ALL TEMPORARYTRUSS BRACING SHALL BE DESIGNED BY TRUSSMANUFACTURER.

TRUSS DESIGN CRITERIA:

-LOADS: SUPERIMPOSED DEAD (NOT INCLUDING TRUSSSELF WEIGHT): 16 PSF; SUPERIMPOSED LIVE(ACCOUNTING FOR ROOF PITCH OF 9:12; REDUCIBLEPER IRC 2012 TABLE R301.6: 16 PSF.

-DEFLECTION LIMITS: L/360 (SUPERIMPOSED LIVE); L/240(SUPERIMPOSED DEAD); L/240 TOTAL.

POWER OUTLETS:

-ALL POWER OUTLETS ARE TO BE CENTERED WITHPLYWOOD PANEL

- DOUBLE OUTLETS

DIAGONAL X-BRACING @ 8" O.C.MAXIMUM, CONSISTING OF 2X4SYP NO. 1 OR BETTER. SEE NOTE 2

LATERAL 2x4 KICKERS @ 4'O.C., ALIGN AT CENTER LINE,45 DEGREE ANGLE

3/4" = 1'-0"L1 WALL SECTION - E

VIDEO PROJECTOR

(3) 1 3/4"X16" LVL

2X12 LEDGER

2X8 JOISTS

2X8 BLOCKING

GARAGE DOOR(10’-0” HEIGHTNEEDED FORFUNCTION)

2X4 X-BRACING

NEW SLAB

EXISTING SLAB

(3) 1.75X 9.25 LVL

HOUSER HOUSESmall carriage house addition to be built in the backyard of the property, involving a garage workshop and upstairs entertainment center.

Designed a number of iterations on an accessory structure to Hank Houser’s house, before settling on a tied-in structure to match the height of the existing home. From initial concept designs through permitting.

HOUSER WALKER

LEVEL 10" FLASHING

WEATHER BARRIER

2X2 VERT. BATTEN

2X2 HOR. BATTEN

3/4" PLYWOOD SHEATHING

5 1/2” R-21 BATT INSULATION

2X6 PT SYP BASE PLATE

NEW CONCRETE POUR

EXISTING CONCRETE SLAB

HOLD DOWN UNIT

1 1/8"

10 1/4"

9 3/

4"

BOTTOM OF POWER OUTLET

POWER OUTLET

2X6 PT SYP FASCIA

MONOPLANAR PITCHED TRUSS(MANUFACTURED OFF-SITE)

2X6 PT SYP

LIGHT METAL PLATE CONNECTOR

2X2 VERT. ROOF BATTEN

2X2 HOR. ROOF BATTEN

EXTERNAL 3/4” PLYWOOD

WOOD WINDOW

LEVEL 211' - 6"

2X16 LVL, ADDITIONALREQUIRED WHERE INDICATED.

SEE A102-A1

16" TJ210 GIRDER @ 16" O.C.

DBL. 2X6 SYP PLATE

3/4" PLYWOOD FLOORING

2X6 SYP PLATE

HOR. 2X2 BATTEN

WEATHER BARRIER

VERT. 2X2 BATTEN

5/8 VERT T&G CYPRESS PLANKS

5 1/2” R-21 BATT INSULATION

WEATHER BARRIER

WOODEN DOOR JAMB

WINDOW JAMB

DECK RAILING

WOOD DECKING

PLYOOD FLOORING

2

1

PW

STATE OF GEORGI A

RE GI S T E RE D A RCHI T ECT

FRANK HOUSER

LICENSE NO. RA010

330**

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DRAW

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:SC

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PROJ

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ISSUE:

PROJECT NO:

SHEET NO:

2010

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1819 Peachtree Rd NE, Ste102

A t l a n t a, G A 3 0 3 0 9

t. 4 0 4 . 6 3 3 . 4 2 6 4

f. 4 0 4 . 8 7 0 . 7 3 3 7


DATE:

REVISION DATE:

REVISION NO:

K L M N P RHGFEDCBA

9

8

7

6

5

4

3

2

1

GENERAL NOTES


RELE

ASED

FO

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UCTI

ON

A501

1005

07/30/14

CONSTRUCTIONDOCUMENTS

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3" = 1'-0"F5 RIDGE SECTION DETAIL

3" = 1'-0"A1 BASE WALL SECTION DETAIL

3" = 1'-0"A6 TOP WALL SECTION DETAIL

3" = 1'-0"A4 MID WALL SECTION DETAIL

(3) 1 3/4"X 9 1/2" LVL

RIDGE CAP

ARCHITECTURAL EXTERIOR SHEATHING

2X2 HORIZONTAL BATTEN

2X2 VERTICAL BATTEN

WEATHER BARRIER

3/4” PLYWOOD

TRUSS

2X4 HORIZONTAL BRIDGING

INTERIOR CEILING 1/2" GWB

2X4 KICKER

3" = 1'-0"F1 LEVEL 2 CORNER PLAN DETAIL

Partitions:

10 1/4”

4 1/2”

2”

DESCRIPTIONGRAPHICWIDTHTYPE MARK

_5/8” VERT T&G CYPRESS PLANKS RAIN SCREEN_HOR. 2X2 P.T. BATTENS @ 24” O.C. TYP._VERT. 2X2 P.T. BATTENS @ 24” O.C. TYP._WEATHER BARRIER_3/4” PLYWOOD SHEATHING_5 1/2” R-21 BATT INSULATION_2X6 STUDS @ 24” O.C._1/2” INTERIOR PLYWOOD SHEATHING

_1/2” PLYWOOD SHEATHING_3 1/2” R-15 BATT INSULATION_1/2” PLYWOOD SHEATHING

_1/2” GYPSUM WHITE BOARD,PAINTEDWITH 2 COATS OF SHERWIN WILLIAMSPROCLASSIC SMOOTH ENAMEL FINISHWHITE PAINT_2X4 (FLAT) FURRING ATTACHED TOSTRUCTURE

PROVIDE SIMPSONTWO-STORY STACKEDWALL CONNECTORKIT (SSW21-2KT) ATEACH LOCATION, TYP.@ 4 CORNERS

5/8 VERT T&G CYPRESS PLANKS

R-40 BATT INSULATION

6"3'

'1.

5''

Project Name //

Architect //

Project Scope // Project Role //MANATEE CLASSROOMA classroom for teaching the ecological proper-ties of Manatee island, the project has a unique shape with an upper observation deck. Main floor is situated above piers.

Came onto the project after SD phase and began to work on finalizing design in DD phase and working out the detailing in CD phase.HOUSER WALKER

LARGE CLASSROOM101

MECH ROOM106

SMALL CLASSROOM 2103

STORAGE105

01A211

01A210

02A210

SLIDE

W

A

B

C

D

E

F

G

H

J

KP

Q

R

S

T

U

V

WOOD SHELVINGABOVE

CONCRETE INSETMEDALION; OWNERFURNISHED, CONTRACTORINSTALLED

INSECT SCREEN AT SCREEN WALLAND CLERESTORY ABOVE. SEETRANSOM PLAN.

COMPRESSOR ENCLOSURE107 04

A220

04A300

A30005

A50010

A50009

A50008

05A220

10

A503

A50007

CLIMBING NET

A50005

A50002

ROOF LINE ABOVE

L

M

N

7' - 8 1/4" R.O.

8' - 7 1/

2"R.O

.

7'- 0

1/2"

R.O

.

7' - 11" R.O.

6' - 11 1/2" R.O.

9' -

8" R

.O.

01A220

2' - 7"

SEE CIVIL FORBOARDWALK

5' - 2"

4' - 0"

4' - 0"

7" MAX18 EQUAL RISERS

11" MIN

5' - 0"

4'- 0

"

7"M

AX

18EQ

UAL RI

SERS

NOTE 1

NOTE 2

NOTE 3

07

A503

Sim

NOTE 5

X-BRACING, SEE S2.2

DN

DN

02A220

03A220

12" DIA. PT WOOD POLE

A50409

NOTE 8

TI

TI

TI

TE

TE

TE

TETE

S1

TI

TI

A50403

NOTE

6

10 00 00

2' - 0"

TA

1' - 3"

1'- 3

"

1' - 5"

1'- 3

"

2' - 0"

SMALL CLASSROOM 1102

NOTE 9

AB

C

D

E

04A300

A50001

A30006

DN

CENTER OF WINDOWAND SUPPLY GRILLE, TYP

DUCT RISER BELOW FLOOR

MATERIAL KEYNOTES

GENERAL NOTES


DRAW

ING

TITLE:

SEAL

DATE :

DWG SCALE:

DRAWN BY:

SHEET No.:

CHECKED BY:

H O

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C T

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1819

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STE

102

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WITH THE APPLICABLE

CODES

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1/4" = 1'-0"

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03/30/2015

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1/4" = 1'-0"01 CLASSROOM LEVEL2 41 8 NORTH 1/4" = 1'-0"02 Lookout Floor Level

A. Window rough openings are to be centered betweencolumns. Windows are to be sized equally betweenrough openings. See approximate dimensions on WindowSchedule on sheet A020.

B. Unless indicated otherwise, doors are to be centeredbetween columns.

C. See sheet A020 for typical interior wall description.D. Contractor to verify all rough opening dimensions prior to

order of scheduled windows.

1. Coordinate opening in net with slide. Net opening is tobe tight to slide perimeter to prohibit max 4" diameterfrom passing through.

2. Floor diffusers are to be located between floor joists.Provide bridge framing as necessary to support floordecking.

3. Interior wall finish to be 3/4" plywood.4. Exterior wall not to have plywood sheathing on wall.

Wood siding is to be installed as slats, for air flow. Seeassociated details.

5. Floor decking around air condensor to be spaced 1/2"apart.

6. Floor joist projections to vary from 3' to 5' beyond floordeck. Random lengths.

7. Cargo net to wrap up sides to top rope at min. 3'-6"above net floor.

8. ADA Accessible Periscope mounted to column. Ownerprovided, contractor installed.

9. Hinged floor door with closer device. Ladder to gradebelow. Owner provided, contractor installed.

10. Periscope mounted to adjacent column, provides viewthrough window at 6'-0"AFF. Owner provided,contractor installed.

NOTE 7

NOTE 4

10 00 00 SPECIALTIES

Main Floor Level10' - 0"

A50306

CONTINUOUS MISTER LINE, EVAPORATIVECOOLING SYSTEM

2 X 6 PRESSURE TREATEDPINE DECKING

2X6 T&G PINE DECKING

R30 SPRAY FOAM INSULATION

INSULATED SUPPLY DUCT SEE MECH

CONCRETE PIER SEE STRUCTURAL

SUPPLY FLOOR REGISTER

R-40

A50102

A50103

09

A500

A50105

A50101

TAPER DOWN TO EDGE

WOOD BATTEN

07 54 00.TPO

07 21 00.PIS

NOTE 2

02

A211

RAFTER TAIL VARIES FROM3' TO 5'. RANDOM, TYP.FLOOR AND ROOF JOISTS

22' - 0"MAIN ROOF LEVEL

COORDINATE WITH STRUCTURAL

CL OF COLUMNAND X-BRACEWHERE ITOCCURS. SEESTRUCTURAL

PRESSURE TREATED

VARIES

COLUMN BEYOND

06 10 00.EWS

06 15 00.PTD

10 1

/2"

07 41 13

17' - 4"

BOT. OF WINDOW HEADER

VARIES

LIGHT - WHERE IT OCCURSSEE ELECTRICAL

09

A500

A50106

Sim

2X BLOCKING BETWEEN RAFTERSRAFTER

07 62 00.MFT

NOTE 1

02

A211

23 37 14.L

06 10 00.SF

08 50 00.AL1

06 10 00.SF

F27

F3 F9

06 20 00.SWT

06 20 00.SWT

07 46 23.TGB

F27

07 62 00.FF

06 10 00.WC

A A BCD D

TYPICAL REPEATING PATTERN

KEY:

A - 7 1/8" DUTCH LAP SIDING

B - 9 1/8" DUTCH LAP SIDING

C - 5 3/8" DUTCH LAP SIDING

D - 5 1/2" STANDARD LAP SIDING

1/4"A

1/4"

EXPOSED FASTENER

BATTEN STRIP BEHIND

DB

MATERIAL KEYNOTES

GENERAL NOTES


DRAW

ING

TITLE:

SEAL

DATE :

DWG SCALE:

DRAWN BY:

SHEET No.:

CHECKED BY:

H O

U S

E R

W A

L K

E R

A R

C H

I T E

C T

U R

E

1819

PEA

CHTR

EE R

OAD

, NE

STE

102

A t l

a n

t a,

G

A 3

0 3

0 9

t. 4

0 4

. 6

3 3

. 4

2 6

4f.

4 0

4 .

8 7

0 .

7 3

3 7

ww

w.h

ouse

rwal

ker.c

om

PTA

TO THE BES

T OF TH

EARCHITEC

T'S

OR

ENGINEER'S K

NOWLEDGE,

SAID P

LANS

AND

SPEC

IFICATIONS

COMPLY

WITH THE APPLICABLE

CODES

AND S

TANDARDS.

RELE

ASED

FO

R CO

NSTR

UCTI

ON

As indicated

TYPI

CAL

WAL

L SE

CTIO

N&

ELEV

ATIO

N

03/30/2015

Author

1" = 1'-0"01 Typical Wall Section

1" = 1'-0"03 Enlarged Typical Exterior Elevation

06 10 00.EWS EXTERIOR WOOD SHEATHING06 10 00.SF STRUCTURAL FRAMING06 10 00.WC WOOD COLUMN06 15 00.PTD 2X6 PRESSURE TREATED DECKING06 20 00.SWT STAINED WOOD TRIM07 21 00.PIS BOARD INSULATION07 41 13 ROOFING07 46 23.TGB T&G BOARD SIDING07 54 00.TPO THERMOPLASTIC MEMBRANE ROOFING07 62 00.FF FLEX FLASH07 62 00.MFT FLASHING AND TRIM08 50 00.AL1 ALUM-CLAD WOOD WINDOWS

1. Window frames are to align.2. Sheathing and the weather barrier continue down past

the floor line, in order to allow the water to flow awayfrom the interior.

1 1/2" = 1'-0"02 TYPICAL SIDING PATTERN

Project Name //

Architect //

Project Scope // Project Role //BALDWIN HALL5 story addition to existing structure, accomodating new classrooms, offices for staff, entry level dining area and a rooftop lecture hall.

Schematic design and design development, worked on construction documents and design of the up-per lecture hall.

Duties include initial and final modelling, layout and detailing, rendering and code research.

HOUSER WALKER

1st Floor719' - 1"

3rd Floor745' - 1"

2nd Floor731' - 7"

4th Floor758' - 6 3/4"

Annex 2nd Floor721' - 10 3/4"

A5A210

1 4 97 12 142 17 18

E1A212

A1A210

A220K1

A220F1

103 6 15 165 8 1311

1st Floor719' - 1"

3rd Floor745' - 1"

2nd Floor731' - 7"

Annex 1st Floor711' - 7"Ground Level

709' - 11"

4th Floor758' - 6 3/4"

Annex 2nd Floor721' - 10 3/4"

A5A210

1 4 97 122

A1A210

A220A1

A220C6

A221K1

103 65 8 11

CONSULTANTS:

SHEE

T TITL

E:

DRAW

N BY

:SC

ALE:

AS

INDI

CATE

D

PROJ

ECT

TITL

E:

SEAL:

ISSUE:

PROJECT NO:

SHEET NO:

2012

Cop

yrig

ht H

ouse

r Wal

ker A

rchi

tect

ure,

LLC

All

right

s re

serv

ed.

J


1819 PEACHTREE ROAD, NE

SUITE 102

ATLANTA, GA 30309

T. 4 0 4 . 6 3 3 . 4 2 6 4

F. 4 0 4 . 8 7 0 . 7 3 3 7


DATE:

CURRENT REVISION:

REVISION NO:

K L M N P RHGFEDCBA

9

8

7

6

5

4

3

2

1

CIVIL ENGINEER:

MEP ENGINEER:

STRUCTURAL ENGINEER:

MATERIAL KEYNOTES

GENERAL NOTES


c 1

/8" =

1'-0

" (w

hen

prin

ted

fulls

cale

on

22" x

34"

she

et)

A211

1429

5/19/2015

100% DESIGNDEVELOPMENT

J-24

2 Ba

ldw

in H

all E

xpan

sion

and

Ren

ovat

ion

Build

ing

Sect

ions

The

Univ

ersit

yof

Geo

rgia

Johnson, Spellman & Assoc.350 Research Ct, Ste 130Peachtree Corners, GA 30092770.447.4555

Uzun + Case1230 Peachtree St, Ste 2500Atlanta, GA 30309678.553.5200

Koons Environmental Design675 Pulaski St, Ste. 200Athens, GA 30601706.353.3838

JC

A5 N-S Section @ Connector

A1 N-S Section @ Classroom

48

216

Project Name //

Architect //

Project Scope // Project Role //EMMANUEL CHURCHRenovation and restoration of existing Church Hall.

Design conceptualizationSD documentationMaterial selection and specificationRenderingModeling

HOUSER WALKER

HOUSER WALKER ARCHITECTURE1819 Peachtree Rd NE, Suite 102, Atlanta, GA 30309 t. 4 0 4. 6 3 3. 4 2 6 4 www. houserwalker. com

8421EMMANUEL EPISCOPAL CHURCH EXISTING FLOOR PLAN CONGREGATION: 366CHOIR: 18

MARBLE ALTAR

MARBLE STEPS

MARBLE RAILS

DN

ST MATTHEWS ORGAN PIPESDN

DN

AUDIO

EXISTING WOOD SCREEN

AMBO

20 SEATS

160 SEATS

152 SEATS

18 SEATS

18 SEATS

SLOPED FLOOR1: 20

DN

DN

REAR NARTHEX

SACRISTY

NAVE SANCTUARY

CHOIR

FOUNDERS ALTAR