Portfolio 2024

PORTFOLIO N AT H A L I A HARRIS ARCHITEC TURAL SELEC T E D WO R K S

NATHALIA HARRIS | SAMPLE PORTFOLIO

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2

3

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BOSKIJ

TEMPE

KIERL AND

PER SONAL

AC ADEMIA

PROFESSIONAL

PROFESSIONAL

MI SCELL ANEOUS

URBAN FOREST

A R I ZO N A

A R I ZO N A

P RO J E C T S

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NATHALIA HARRIS | SAMPLE PORTFOLIO

BOSKIJ

BOSKIJ

URBAN FOREST KSU 2019 The design focuses on modular building blocks that each play a certain role in their function and brings growth to the community by connecting modules in order to establish a cohesive and uniied environment. Focused on promoting lower costs by using strategic and replicated forms of modularity. modulari The entire building primarily serves as an urban building that ts within its fabric by incorporating natural elements such wood and green areas. The building is divided into two sections: private spaces such as living units for the residential and open, commercial areas for the public.

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NATHALIA HARRIS | SAMPLE PORTFOLIO

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NATHALIA HARRIS | SAMPLE PORTFOLIO

KIERLAND

KIERLAND A R I ZO N A GLA 2022 - PRESENT LEED Silver Multifamily project consisting of 261 units in a 5-story, type III-A apartment building with elevators and interior trash rooms and a 6-level type I-A structured parking garage with a roof top pool deck. The project includes internal leasing, le clubhouse, tness areas, cabana/lounge areas, maintenance, mail, and move-in spaces.

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LEWI ASSO

.A R C H I T E C

NATHALIA HARRIS | SAMPLE PORTFOLIO

N

1325 LOGAN CIRCL STAIR #3

T : 4 0 4 .2 2 8 .1 9

WWW

KEY PLAN

THIS

DRAWING

IS

AN

IN

REMAIN THE PROPERTY OF

REPRODUCED, PUBLISHED O

CONSENT OF THE ARCHITE SCALED. ©COPYRIGHT 2023

RELEA REV

BUILDING LEGEND BLDG. 1000 SECTION B

BLDG. 1000 SECTION A 2 A5-1.0

FE

1 A3-4.0

STAIR #1

FDC

ELEV.393'-6 1 3/4" 1 2

2

6

3

1

12'-41/2"

10'-9"

FE

56

55

54

53

F

12'-8"

10'-11/2" 12'-111/2" 12'-41/2"

4'-95/8"

METER CENTERS METER CENTERS

STAMP:

PC1

GOLF SIMULATOR

12'-4 1/2"

17'-0"

6" 91'-

22'1 1/16"

'-8 " 17

0 1:2

IS

TE

RED ARCH

IT

E

74177 FRED GEHEBER

2 A5-1.3

CLIENT:

8" 17'-

SP FE

1'-

3411 Richmond Avenue Ste 500 Houston, TX 77042

'-6 5/8"

1 A5-1.3

KIERLAND APARTMENTS

1" 12'DW

F

32 '-1 0

DW

F

1/2

"

"

F

5/8

6"

YOGA

DRAWING TITLE:

F

2'0"

6"

F

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

1'-

"

"

BLDG. 1000 SECTION B

B-1

4"

"

12 '-4 1/2

0"

6"

2'-

1/1

37 '-1 0"

12

DW

'-9 40

DW

FE

25 '-

6"

1'-

9'5 3/4

"

A-1

9'5 3/4

IDF

A-3 ALT. 2

A3-4.0 BLDG. 1000 - SECTION B - 1ST FLOOR PLAN 1'-0"

A

RE

1. ALL BUILDINGS TO BE PROVIDED WITH COMPLETE SPRINKLER SHOP DRAWINGS, CALCULATIONS AND SPECS TO SUBMIT TO THE LOCAL JURISDICTION FIRE MARSHALL'S OFFICE AND THE ARCHITECT'S OFFICE FOR PERMITTING AND REVIEWING PURPOSES, INCLUDING A SITE PLAN SHOWING THE FIRE DEPARTMENT CONNECTION FOR EACH BUILDING. 2. ALL BUILDINGS TO BE PROVIDED WITH A COMPLETE APPROVED MANUAL FIRE ALARM SYSTEM WITH PULL STATIONS. SYSTEM SHALL BE EQUIPPED WITH AUDIBLE AND VISUAL ALERTING DEVICES. 3. INSTALL FIRE EXTINGUISHER IN EACH BREEZEWAY ON EACH FLOOR DURING CONSTRUCTION UNTIL THE SPRINKLER SYSTEM IS ACTIVE. 4. SEMI-RECESSED FIRE EXTINGUISHER TO BE INSTALLED AT 48" A.F.F. MAXIMUM. TRAVEL DISTANCE TO A FIRE EXTINGUISHER SHALL BE 75'-0" OR LESS FROM ANY POINT IN THE BUILDING. 5. AUDIBLE EMERGENCY ALARMS SHALL PRODUCE A MINIMUM OF 80dB THROUGHOUT ENTIRE BUILDING AND SOUND SHALL EXCEED THE AMBIENT NOISE LEVEL BY 15dB WITH ALL DOORS CLOSED AND EQUIPMENT IN OPERATION. 6. ALL BUILDINGS TO BE PROVIDED WITH EMERGENCY LIGHTING BATTERY PACKS IN ACCORDANCE WITH NFPA 101.

7. REFER TO STRUCTURAL DRAWINGS FOR SHEAR WALL LOCATIONS, TYPES AND ANCHORAGE REQUIREMENTS. 8. ALL SLABS SHALL BE FLUSH AT UNIT ENTRY DOORS. WARP AS REQUIRED. BREEZEWAY CONCRETE SLAB & WARP SHALL BE ONE POUR. 9. ALL UNITS SHALL MEET THE REQUIREMENTS OF THE FAIR HOUSING ACT. 10. ALL PLUMBING IN EXTERIOR WALLS SHALL BE ON THE INTERIOR OF THE INSULATION. 11. ELEVATOR HYDRAULIC PIPE SHALL NOT BE ROUTED IN ANY WALL OR CEILIGN SYSTEM CONTAINING A RESIDENTIAL UNIT. 12. INSTALL CONTROL JOINTS AT 30FT INTERVALS ON CORRIDOR WALLS AND CEILINGS AND WHERE CEILING FRAMING OR FURRING CHANGES DIRECTION. 13. INSTALL CONTROL JOINTS AT 10FT INTERVALS ON CORRIDOR FLOORS. 14. LIVE LOADS EXCEEDING 50 PSF SHALL BE CONSPICUOUSLY POSTED IN THE PART OF EACH STORY WHERE APPLICABLE. THESE LOCATIONS INCLUDE PUBLIC AMENITY AREAS SUCH AS LEASING, CLUBHOUSE, FITNESS, SKY LOUNGE AND STORAGE CLOSETS, MECHANICAL/ ELECTRICAL ROOMS, STAIRWELLS, ELEVATORS AND ELEVATED TRASH ROOMS. VERIFY WITH STRUCTURAL DRAWINGS WHERE THIS OCCURS. 15. SIGNS MARKING POST-TENSIONED SLABS TO BE CONSPICUOUSLY LOCATED AT ALL BUILDING ENTRY AND EXTERIOR STAIR ENTRY LOCATIONS. VERIFY STRUCTURAL DRAWINGS WHERE THIS OCCURS. 16. MAX VEHICLE WEIGHT OF 6000LB TO BE POSTED AT GARAGE ENTRY AND TOP OF RAMP AT EACH LEVEL. 17. LIVE LOADS DESIGN TO BE 40 PSF FOR EACH LEVEL OF THE GARAGE. REFERENCE STRUCTURAL DRAWINGS FOR DESIGN LOADS.

7077 E. MARILYN RD. SCOTTSDALE, AZ

" "

3'3 1/2

4 1/2

"

14

10 9'-

'-6 1/2

"

2"

1/2

2"

1 '-1 12

DW

"

10 '-9 "

'-4

DW

A-3 ST. 2

SCALE: 1/16" =

INDICATES LOCATION OF HC UNITS

INDICATES TRANSITION FROM 2HR TO 1HR WALLS IN UNITS. SEE DETAILS ON SHEET A8-18

R

A-1 ALT. 1

7

1

2-HOUR BUILDING SEPARATION WALL

STANDPIPE

AX M

"

25

1/2

'-4 12

54 '-3 "

"

2"

'-9

10

23'10 1/2"

FITNESS

BLDG. 1000 SECTION C

SPRINKLER RISER ROOM

BUILDING PLAN NOTES G

2"

2"

"

10 '-

9"

A

5 A3-4.1

PC1

A3-2.2

A6-2.2

SR

REMOTE FIRE DEPARTMENT CONNECTION

PROJECT: 130

FE

2 A3-4.1

1'-0"

9'-5 "

2" 12'4 1/2" 12'4 1/2"

IM

"

" '-2 " '-8 17

SCALE: 1/32" =

SP

FIRE EXTINGUISHER - 5 # MIN. 2A 10BC, LOCATION SHALL MEET NFPA10

CLUBROOM

R

4 1/2 10

39

A-1

BLDG. 1000 - OVERALL 1ST FLOOR PLAN

1 1/4" 12'4 1/

1 1/4" 9'-5 "

12'11 1/2"

"

13

1'-6

0 00 B .1 G ION LD T 0 B EC 00 C S .1 G ION LD T B EC S

2 A5-3.1

3 A5-3.0

1 A5-3.1

A3-0.2

REMOTE FDC

16'29'1 15/16" 9 7/16"

DW

0"

29'-

FITNESS

STAIR #3

BUILDING LEGEND FE 1

DW

"

2'- 3/16

1'-6 " 1'6" 14'0"

14'11 1/4"

1'-6

"

1/4"

29'2 3/16"

DW

3/ 8"

SP

1'-6

F

4' -4

3 A5-3.1

COURTYARD #1

TOR KEGERA

25'4 1/16"

4 A5-3.1

BLDG. 1000 SECTION C

DW

C-3 ACC.

3/8"

1 A5-3.0

F

SP STAIR #3

N

IM

R

R

1/2"

5/16"

MECH

A-1

3/8" 3/8"

1/8"

53'2 7/8"

B-1

1/4"

8"

FE

1/2"

1/8"

B-1 ALT.4

1/2"

17'-

DW

DW

1/2"

2" 11'-7 5/8" 21/ 11'-4

BLDG. 1000 SECTION B BLDG. 1000 SECTION C

F

1

3 A5-1.3

11/16 "

A-1

'-2 7/8"

DW

DW

DW

F

F

DW

IDF

RELEASED FO

ELEV. 2

STAIR #2

29'-4 7/16"

W

DW

2" 1/

-8 0'

3/4"

F

A-3 ALT. 2

59'-89/16"

DW

DW

1/2"

SP FE

DW

A-3 ST. 2

1:48 MAX

16'-0"

1:48 MAX

",

7/8"

SP

F

F

1

SLOPE 1:48

1'-0"

23'-2"

26

12'-4 1/2"

0'

AX M

FE

1/2"

D

DW

F

47'-6 9/16"

∞2

1/2"

1/2"

DW

DW

B-1

BLDG. 1000 SECTION C

2"

DW

66

PC2

F

PC1

12'-11 1/2" 25'-4"

PC2

FE

FITNESS

20 1:

32

A-1

A3 BLDG. 1000 SECTION B

11'-9" 2"

DW

F

DW

∆=

DW

A-1 ALT. 1

DRAWING NUM

ELEV. 3

10'-9"

9/16"

5/8"

FE

R

M

PROJECT NUMBER:

PARKING GARAGE

STAIR #4

2"

FE

AS NOTED

2"

4 A5-2.0

DW

DW

BLDG. 1000 SECTION A

DW

'-3 1/2 " IM

F

R TE EN C AX ER 20 M T : 1 E

SCALE: ELEV. 1

4'-8 3/4"

7 A5-2.0

5 A5-2.0

9/16"

130

R

DRAWN BY:

CJN, NW, DJ, AM, YS, ZK STAIR #1

7'-6"

W D

F

1/16"

2 A5-2.0

5/16"

GOLF SIMULATOR

B-1 ACC. ALT.

11/4" 15'-103/4"

W D

SLOPE

6'-89/16"

SLOPE 1:48

CLUBROOM

1

S

1:20 1:20 MAX

4'-51/2" 38'-101/2" 9'-71/2" 4'-31/2" 1'-6" 4'-71/2" 1:20 MAX

8'-4"

2" 9'-91/4" 2"

9'-91/4" 9'-113/4"

5'-23/4" 10'-0"

1/2"

6 A5-2.0

STAIR #2

A

F

PROJECT:

KIERLAND

KEY PLAN

11'-4 3/16"

DW

1/2"

1/2"

5/16"

17'-8"

F

IM R

BLDG. 1000 SECTION C BLDG. 1000 SECTION B

AX M

DW

DW

DW

SLOPE 1:20

F

1/2"

1/2"

13/16"

1 A5-2.0

M

A-1 ALT. 1

B-4

T

F

COURTYARD #1

1

3411 Rich St Houston

IFC SET

C

DW

T EN C AX M ER :20

ET

8 1:4

3 A5-2.0

0 00 B .1 G ION 000 LD T 1 C B EC G. ON S LD TI B EC S

F

FE

DW

A-1 ACC.

S

ER

DW

F

DW

1:20 MAX

F

F

R

A-1 ALT. 4

F

"

ELEV. #2

OR KEGERAT

A-1 ALT. 1

04/08/24

1/2"

DW

SPEAK EASY

1/2"

FE

FE

DW

IDF

13'-3"

DW

1/2"

F

F

A-6

1/4"

3/4"

SP

DW

9/16"

F

3/4"

FE

DW

B-5

1

DW

F

1/2"

"

B-11

DW

F

A-1 ALT. 3

A-3

A-3 ST. 1 ALT.

14'-71/2"

24'-71/4" 25'-4"

12'-41/2"

DW

1/2

B-11

9/16"

COORDINATION

1/2"

1 8'-

A-1

30'-8 17'-5 PERMIT RESPONSE

1/2"

1/2"

1'-6" 16'-4"

F

F

DW

A-1 ACC.

DW

1:20 MAX

A-3 A-3 ST. 2

F

A-3

A-3

1/16"

1/2

DW DW

DW

10'-11 01/19/24

1/4"

1/4"

3/16"

1 8'-

STORAGE

1/4"

1'-6"

B-4

FE

MECH

DOG WASH

1/2"

DW

F

F

DW

MOVE-IN STAGING/ LOADING AREA

F

1/2"

1/2"

37'-11/2"

22

, '26" 6∞20 ∆=6

STORAGE

B-1 ALT. 3

DW

PC2

FE

MECH

FE

1/2"

SP

SP

FE

CLIENT:

4 A5-2.0

BLDG. 1000 1ST FL

1. ALL BUILDINGS TO BE PROVIDED WITH COMPLETE SPRINKLER 393'-6 SHOP DRAWINGS, CALCULATIONS AND SPECS TO SUBMIT TO THE 2 2 2" 2" 2" 34'-6 34'-6 19'-1 39'-2" 39'-2" 50'-10" LOCAL JURISDICTION FIRE MARSHALL'S OFFICE AND THE 5 5 10'-1 11'-9" 11'-9" 10'-1 12'-8" 6'-3 12'-10 10'-9" 17'-8" 10'-9" 10'-9" 17'-8" 10'-3 10'-3 18'-4" 10'-1" 11'-8" ARCHITECT'S OFFICE FOR PERMITTING AND REVIEWING PURPOSES, REMOTE FDC INCLUDING A SITE PLAN SHOWING THE FIRE DEPARTMENT CONNECTION FOR EACH BUILDING. SRR 2. ALL BUILDINGS TO BE PROVIDED WITH A COMPLETE APPROVED PUMP ROOM SYSTEM WITH PULL STATIONS. SYSTEM SHALL A-1 MANUAL FIRE ALARM B-1 C-3 A-2 A-2 ALT. 1BE EQUIPPED WITH ACC. AUDIBLE AND VISUAL ALERTING DEVICES. ALT. 1 3. INSTALL FIRE EXTINGUISHER IN EACH BREEZEWAY ON EACH STAIR #1 FLOOR DURING CONSTRUCTION UNTIL THE SPRINKLER SYSTEM IS 2'-0" MECH. ACTIVE. 42'-4 18'-6 14'-8 16'-10" 22'39'-2 16'-9 2'-6" 4. SEMI-RECESSED FIRE EXTINGUISHER TO BE INSTALLED AT 48" 6 1'-6" 1'-6" 1'-6" 4'-6" A.F.F. MAXIMUM. TRAVEL DISTANCE TO A FIRE EXTINGUISHER SHALL ELEV. #1 BE 75'-0" OR LESS FROM ANY POINT IN THE BUILDING. A-2 A MINIMUM OF 5. AUDIBLE EMERGENCY ALARMS SHALL PRODUCE ENTIRE BUILDING AND SOUND SHALL EXCEED A-1 80dB THROUGHOUT A-3 ALT. 1 THE AMBIENT NOISE LEVEL BY 15dB WITH ALL DOORS CLOSED AND EQUIPMENT IN OPERATION. 6. 10'-9" ALL BUILDINGS TO BE PROVIDED WITH EMERGENCY LIGHTING 8'-7 8" 15'-1 1'-5 2'-4 4 BATTERY PACKS IN ACCORDANCE WITH NFPA 101.

A-3 13'-6 2" 25'-10 2" 14'-5 ALT. 1DRAWINGS FOR SHEAR A-1 WALL LOCATIONS, 7. REFER TO STRUCTURAL TYPES AND ANCHORAGE 3 REQUIREMENTS. A3-4.1 2'-0" WARP AS 8. ALL SLABS SHALL BE FLUSH AT UNIT ENTRY DOORS. IDF REQUIRED. BREEZEWAY CONCRETE SLAB & WARP SHALL BE ONE COURTYARD POUR. #2 9. ALL UNITS SHALL MEET THE REQUIREMENTS OF THE FAIR HOUSING ACT. A-2 B-1 10. ALL PLUMBING IN EXTERIOR WALLS SHALL ALT. 3BE ON THE INTERIOR OF THE INSULATION. 11.

ELEVATOR HYDRAULIC PIPE SHALL NOT BE ROUTED IN ANY WALL 30'-8 10'-11 17'-5 2" OR13'CEILIGN SYSTEM CONTAINING A RESIDENTIAL UNIT. -3" STRUCTURED PARKING 9'-10 12. INSTALL CONTROL JOINTS AT 30FT INTERVALS ON GARAGE CORRIDOR WALLS AND CEILINGS AND WHERE CEILING A-1 FRAMING OR FURRING CHANGES DIRECTION. A-3 B-4 ACC. 13. INSTALL CONTROL JOINTS AT 10FT INTERVALS ON CORRIDOR A-3 FLOORS. A ST. 2 8 A3-4.0 14. LIVE LOADS EXCEEDING 50 PSF SHALL BE CONSPICUOUSLY 4 3'-3 POSTED IN THE PART OF EACH STORY WHERE APPLICABLE. THESE 3'-3 1'-6" 1'-6" 51'13'-3" A-1 1'-6" LOCATIONS INCLUDE PUBLIC AMENITY AREAS SUCH AS LEASING, ALT. 3 6 36'A3-4.0 CLUBHOUSE, FITNESS, 11 MECH.SKY LOUNGE AND STORAGE CLOSETS, 1'-6 MECHANICAL/ ELECTRICAL ROOMS, STAIRWELLS, ELEVATORS AND " ELEVATED TRASH 17'- ROOMS. VERIFY WITH STRUCTURAL DRAWINGS 6 B-11 B-11 B-5 WHERE 1THIS OCCURS. 1'-1 A6-6.1 1 15. SIGNS MARKING ELEV. POST-TENSIONED SLABS TO BE CONSPICUOUSLY #2 A-1 LOCATED SPEAK-AT ALL BUILDING ENTRY AND EXTERIOR STAIR ENTRY ALT. 4 EASY 11'LOCATIONS. VERIFY STRUCTURAL DRAWINGS WHERE THIS OCCURS. 1 1 1 '-3 13'-6" 13'-2 13'-2 13'-6" 12'-5 13'-8 10'2" 16. MAX VEHICLE WEIGHT OF 6000LB TO BE POSTED AT GARAGE 39'-2" 4 39'-2" 2" 23'-8 1'-8 142'-9 ENTRY AND TOP OF RAMP AT STAIR EACH LEVEL. #2 17. LIVE LOADS DESIGN TO BE 40 PSF FOR EACH LEVEL OF THE GARAGE. REFERENCE STRUCTURAL DRAWINGS FOR DESIGN LOADS. 1 1'-6"

21

3 A5-2.0

COORDINATION

BUILDING PLAN NOTES

BLDG. 1000 SECTION B

5'-513/16"

20

#2

DESCRIPTION

1 A3-4.0

DW

DW

FE

1:12 MAX

PARCEL

17'-41/4"

172'-51/2"

38

19

R

7077 E. M SCOTT

35'-9 3/8"

18

TE

7 F GE

INDICATES TRANSITION FROM 2HR TO 1HR WALLS IN UNITS. SEE DETAILS ON SHEET A8-18

F

17

IS

Permit Set

PC2 02/15/24

1'-6"

16

2 A5-2.0

5/16"

A

G

8

14'-109/16"

15

INDICATES LOCATION OF HC UNITS

12'-8"

14

STANDPIPE

F

13

5 A3-4.0

34'-6 1/2" 10'-1 1/2"

37

F

12

SP

4 A3-4.0

BLDG. 1000 SECTION A

F

11

2-HOUR BUILDING SEPARATION WALL

11'-9"

36

FE

10

SPRINKLER RISER ROOM

FE

1 A5-1.0

24 9

SR

STAMP:

R E L E A SCOURTYARD E DATES

09/29/23

REMOTE FIRE DEPARTMENT CONNECTION

14'-5 1/16"2"

35

FE

8

REMOTE FDC

METER CENTERS

34

MAIL ROOM ELEV. #3

SLOPE 1:12

METER CENTERS

33

1

DW

DATE

PC1 12/15/23

FIRE EXTINGUISHER - 5 # MIN. 2A 10BC, LOCATION SHALL MEET NFPA10

FE

15'-103/4"

32

BUILDING LEGEND

16'-0"

31

DW

3/4"

DW

7 EV

30

REV

1

DW

6 EV

29

STRUCTURED PARKING GARAGE

1/2"

23

1:12 MAX

28

GEHEBER LEWIS ASSOCIATES

1'-0"

COURTYARD #2

25

PRIVATE ENTRY GATE

4 5

SP

SCALE: 1/16" =

A-1

A-2 27

STAIR #3

BLDG. 1000 - SECTION A - 1ST FLOOR PLAN

IDF

STRUCTURED PARKING GARAGE

5'-0" DIAMETER

26

STAIR #4

A3-1.2

A-3 ALT. 1

TRASH ROOM

52

BIKE STORAGE

1:20 MAX

57

1

DW

58

STRUCTURED PARKING GARAGE

1 MAIL ROOM

BUILDING PLAN NOTES

1. ALL BUILDINGS TO BE PROVIDED WITH COMPLETE SPRINKLER SHOP DRAWINGS, CALCULATIONS AND SPECS TO SUBMIT TO THE LOCAL JURISDICTION FIRE MARSHALL'S OFFICE AND THE PUMP ARCHITECT'S OFFICE FOR PERMITTING AND REVIEWING PURPOSES, ROOM INCLUDING A SITE PLAN SHOWING THE FIRE DEPARTMENT A-1 CONNECTION FOR EACH BUILDING. ALT. 1 2. ALL BUILDINGS TO BE PROVIDED WITH A COMPLETE APPROVED MANUAL FIRE ALARM SYSTEM WITH PULL STATIONS. SYSTEM SHALL SP STAIR BE EQUIPPED WITH AUDIBLE AND VISUAL ALERTING DEVICES. #1 3. INSTALL FIRE EXTINGUISHER IN EACH BREEZEWAY ON EACH FLOOR DURING CONSTRUCTION UNTIL THE SPRINKLER SYSTEM IS ACTIVE. 4. SEMI-RECESSED FIRE EXTINGUISHER TO BE INSTALLED AT 48" 15'-1" 5'-99/16" 8'-71/2" 13'-4" 1'-6" A.F.F. MAXIMUM. TRAVEL DISTANCE TO A FIRE EXTINGUISHER SHALL BE 75'-0" OR LESS FROM ANY POINT IN THE BUILDING. 7'-2" 5. AUDIBLE EMERGENCY ALARMS SHALL PRODUCE A MINIMUM OF 80dB THROUGHOUT ENTIRE BUILDING AND SOUND SHALL EXCEED THE AMBIENT NOISE LEVEL BY 15dB WITH ALL DOORS CLOSED AND EQUIPMENT IN OPERATION. 6. ALL BUILDINGS TO BE PROVIDED WITH EMERGENCY LIGHTING BATTERY PACKS IN ACCORDANCE WITH NFPA 101.

7. REFER TO STRUCTURAL DRAWINGS FOR SHEAR WALL LOCATIONS, 1 3 2 5 L O G A N C I R C L E NA-1 W . A T L A N T A , G A 3 0 3 1 8 TYPES AND ANCHORAGE REQUIREMENTS. ALT. 1 8. ALL SLABS SHALL BE FLUSH AT UNIT ENTRY DOORS. WARP AS T : 4 0 4 .2 2 8 .1 9 5 8 F : 4 0 4 .2 2 8 .8 3 5 0 REQUIRED. BREEZEWAY CONCRETE SLAB & WARP SHALL BE ONE POUR. W W W .G L A A T L .C O M 9. ALL UNITS SHALL MEET THE REQUIREMENTS OF THE FAIR HOUSING ACT. 8" I N S15'-1 T H I S D R A W I N G 8'-7 I S 1/2" AN T R U1/2" M E N T 10'-9" O F S E R V I C E A N D S H A L10.

L ALL PLUMBING IN EXTERIOR WALLS SHALL BE ON THE INTERIOR 1/2" 1/2" 1'-5 2'-4 413/16" REMAIN T H E P R O13'-6 P E R5/16" TY O ARCH I T E C T , A N D S H A L L N O T BOF E THE INSULATION. 1/2" 2"F T H E 25'-10 11. ELEVATOR HYDRAULIC PIPE SHALL NOT BE ROUTED IN ANY WALL REPRODUCED, PUBLISHED OR USED IN ANY WAY WITHOUT THE OR CEILIGN SYSTEM CONTAINING A RESIDENTIAL UNIT. CONSENT OF THE ARCHITECT. T H I S D R A W I N G S H A L L N O T B12.

E INSTALL CONTROL JOINTS AT 30FT INTERVALS ON 1 CORRIDOR WALLS AND CEILINGS AND WHERE CEILING S C A L E D . © C O P Y R I G H T 2 0 2 3 G L A -A T LA5-2.0 , LLC. FRAMING OR FURRING CHANGES DIRECTION. 13. INSTALL CONTROL JOINTS AT 10FT INTERVALS ON CORRIDOR FLOORS.

DRAWING TITL

3

FE TRASH ROOM

59

DW

DW F

4'-11"

N

41/2"

DW

FE

60

AX M

99'-6 3/8"

1:20 MAX

BLDG. 1000 SECTION C

61

MAINTAINANCE FE AREA

PC2

BLDG. 1000 SECTION A

62

DR

48 1:

A-3

SP

BLDG. 1000 SECTION B

W

A-1 ALT. 1

F

PC2

1:20 MAX

172'-51/2"

BIKE STORAGE

A-2

DW

1'-0"

INDICATES LOCATION OF HC UNITS

10'-9"

RE

39

STAIR #4

17'-8"

2-HOUR BUILDING SEPARATION WALL

STANDPIPE

31'-8"

40

1'-6" 11'-83/4"

34'-1

FE

MAINTENANCE AREA 5'-0" DIAMETER

1'-0"

10'-9"

FIRE DEPARTMENT CONNECTION

91'-101/2"

EV

41

STAIR #2 5/16"

1'-6"

34'-61/2"

EV

DW

2

42

30'-3/4"

1'-6"

8'-7"

TRASH ROOM

39'-2"

25'-4"

43

12'-0"

44'-5 15/16"

44

30'-0"

99'-6 3/8"

45

7'-1/16"

SP

41/2"

D

Pe

SPRINKLER RISER ROOM

.A R C H I T E C T U R E

11/4"

46

1'-6"

DW

ELEV. 2

METER CENTERS

59'-89/16"

47

DW

48

18'-7"

A-2

DW

1:20 MAX

F

49

1:20 MAX

50

METER CENTERS

51

F

DW

METER CENTER

91'-101/2"

FE ELEV #1

19'-0"

1:48 MAX

10'-1"

MINI FRIDGE

6'-3/8" 7'-1"1'-6" 11'-5"

TRASH STAGING AREA

2'-0"

9'-5"

D

F

F

1

BLDG. 1000 SECTION C

DW

F

FE

FE

PC2

1:20 MAX

1 A6-2.4

1:20 MAX

F

DW

BLDG. 1000 SECTION A

C-3 ALT. 1

W

B-1 ACC.

12'-8"

2'-0"

2'-0"

4'-0"

MINI FRIDGE

11'-8"

MECH

F

A-2

BLDG. 1000 SECTION B

FE

10'-9"

50'-10"

18'-4"

16'-111/16"

2" F

10'-11/2"

FE

39'-2" F

DW

B-1 ACC.

A-1

DW

BLDG. 1000 SECTION C 7'-61/2"1'-6"

31'-8"

11/4" 9'-5" 11/4"

DW

A-1 ALT. 1 DW F

SP STAIR #1

DW

A-2

1:20 MAX

W D

F

DW

DW

1:20 MAX DW

A-2 ALT.

B-1 ACC. ALT.

A-1

DW

F

B-1 ALT. 4

PUMP ROOM /SRR

METER CENTERS

MINI FRIDGE

1:20 MAX

FE LEASING

1

1

11'-9"

11/4"

SR

DATE

09/29/23

SRR

ELEV. 3

2'-1115/16"

1

PC2

1

11'-9"

34'-61/2"

PARKING GARAGE

STAIR #4

12'-111/2"

393'-6

10'-11/2"

12'-8"

2"

3 A5-1.1

BLDG. 1000 SECTION B

3/4"

10'-9"

34'-61/2"

LEASING

39'-3"

BLDG. 1000 SECTION A

2"

39'-2"

BLDG. 1000 10'-9" 17'-8" SECTION A

12'-111/2"

B-1 1 AM1-1.0

2"

25'-4"

FDC

5

8

4

7

3

17'-8"

6

10'-9"

1'-6" 10'-9"

5

16'-2"

8

10'-9"

7

23'-4"

2" 4

7'-6"

39'-2" 9

1'-0"

2"

9

71'-0"

FIRE EXTINGUISHER - 5 # MIN. 2A 10BC, LOCATION SHALL MEET NFPA10

6"

1'-

BLDG. 1000 - OVERALL 1ST FLOOR PLAN DRAWN BY:

CHECKED BY:

CJN, NW, DJ, AM, YS, ZK SCALE:

05

BT DATE: T

ELEV. 3 BLDG. 1000 SECTION C

NATHALIA HARRIS | SAMPLE PORTFOLIO 223'-61/2"

1

2

3

4

6

5

7

8

9

10

STAIR #3

PC1

159'-0" 149'-10"

9'-2"

64'-61/2" 23'-91/4"

21'-9"

19'-1/4"

BUILDING LEGEND 1

FIRE EXTINGUISHER - 5 # MIN. 2A 10BC, LOCATION SHALL MEET NFPA10

FE

PLANTERS F.D.

ELEV. LOBBY

EXIT

MEN'S RESTROOM

382

B PLANTERS

391

61'-4"

3 AG1-2.1

390

389

C

388

F.D. 2 AG5-1.1

2 AG5-1.0

F.D.

C.1 102'-111/2" 122'-0"

F.D.

PLANTERS F.D.

PLANTERS

PLANTERS

F.D.

F.D. F.D.

F.D.

F.D.

F.D.

F.D.

F.D.

399

2'-63/4"

STAIR #4

8"

PLANTERS

F.D.

F.D.

JUMP STAIR

8"

9'-117/8"

8"

PLANTERS

VENT SHAFT 48 sq ft

9'-117/8"

8"

PLANTERS F.D.

F

F.D.

F.D.

A

POOL ENCLOSURE GATE SEE LANDSCAPE DRAWING 3/LA-211

8"

3'-8" 9'-117/8" 9'-117/8"

8"

F.D.

POOL

F.1

8"

21'-3 3/4" THIRD FLOOR

F.D.

10'-77/8"

G

10'-7 7/8" SECOND FLOOR

A

-0'-0" GROUND LEVEL

6'-0"

2'-6" DROP

7'-4"

12'-57/8"

3'-0" DROP

4'-0" DROP

10'-77/8"

2 AG2-1.1

Slope 1:12

2 AG3-1.0

3 AG1-2.2

1 RAMP AG2-1.1 Slope 1.86% A

133'-41/2"

45'-8"

65'-11/2" 74'-0"

142'-1/2" 1 149'-61/2"

2

3

7'-6"

4

5

6

7

8

223'-61/2"

3

4

RAMP

-0'-0" GROUND LEVEL

INSTRUMENT

OF

AND

8"

46'-4"

RELEASE DATES

4

10'-77/8"

1'-0"

15'-111/8"

8"

10'-77/8"

9'-117/8"

8" 8" 133'-41/2" RAMP 6.50%

8"

43'-2"

21'-3 THIR

RAMP

DESCRIPTION

Permit Set

04/08/24

IFC SET

Slope 6.50% 8"

09/29/23

8"

21'-3 3/4" THIRD FLOOR

DATE

9'-117/8"

REV

9'-117/8"

THIS DRAWING SHALL NOT BE

S C A L E D . © C O P Y R I G H T 2 0 2 3 G L A -A T L , L L C .

14'-111/8"

8" 8" 8"

Slope 6.50%

WITHOUT THE

10'-7 7 SECON 9'-117/8"

RAMP 10'-7 7/8" SECOND FLOOR

Slope 6.50%

PODIUM ENTRY TO GARAGE

16'-4" 133'-41/2"

45'-8"

3

9'-117/8"

SHALL

2'-0" DROP

CONSENT OF THE ARCHITECT.

31'-1 FORT

RAMP

SERVICE

10'-77/8"

AN

10'-77/8"

IS

BIKE STORAGE

TRASH ROOM

06

-0'-0" GROUND LEVEL

Slope 1.86%

2

9'-117/8"

2'-0" DROP

15'-111/8"7/8" 10'-7

2'-0" DROP

F : 4 0 4 .2 2 8 .8 3 5 0

W W W .G L A A T L .C O M DRAWING

REPRODUCED, PUBLISHED OR USED IN ANY WAY

8'-87/8"

9'-117/8"

6'-0"

2'-6" DROP

12'-57/8"

3'-0" DROP

4'-0" DROP

Slope 1:12

5'-8"

2'-0" DROP 10'-7 7/8" SECOND FLOOR

10'-7 7/8" SECOND FLOOR

T : 4 0 4 .2 2 8 .1 9 5 8

31'-11 5/8" FORTH FLOOR

REMAIN THE PROPERTY OF THE ARCHITECT, AND SHALL NOT BE

10'-57/8"

8"

9'-117/8"

8"

9'-117/8"

8"

STAIR #4

9'-117/8"

21'-3 3/4" THIRD FLOOR

Slope 6.50%

1325 LOGAN CIRCLE NW. ATLANTA, GA 30318

THIS

42'FIFT

RAMP

.A R C H I T E C T U R E

APPARTMENT BUILDING

2'-0" DROP

8"

9'-117/8"

8"

9'-117/8"

8"

9'-117/8"

10'-77/8"

21'-3 3/4" THIRD FLOOR

42'-7 1/2" FIFTH FLOOR

RAMP Slope 6.50%

2'-6" DROP

8"

9'-117/8"

8"

9'-117/8"

8"

9'-117/8"

10'-77/8"

31'-11 5/8" FORTH FLOOR

GEHEBER LEWIS ASSOCIATES

POOL DECK

58'-6 AMEN

58'-6 5/8" AMENITY LEVEL

10'-77/8" 10'-77/8" 10'-77/8" 10'-77/8" 10'-77/8" 10'-77/8" 10'-77/8" 10'-77/8"

1'-0"

42'-7 1/2" FIFTH FLOOR

31'-11 5/8" FORTH FLOOR

10'-77/8"

10

1'-0" 8"

14'-111/8"

1'-0"

5'-0"

1'-6" 8"

POOL

42'-7 1/2" FIFTH FLOOR

10'-77/8"

9

POOL CABANA

53'-3 3/8" SIXTH FLOOR

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

8" 8"

10'-77/8"

9'-117/8"

3'-8"

DOG PARK 53'-3 3/8" SIXTH FLOOR

1

8

1'-0"

1'-0"

SCALE: 3/32" =

11'-0"

1'-0" 2'-63/4"

SCALE: 1/16" =

POOL DECK

-0'-0" GROUND LEVEL

7

OVERALL BUILDING SECTION A

GARAGE - ROOF TOP AMENITY FLOOR PLAN

1 AG1-1.6

7'-4"

6

5 1 AG2-1.0

9'-117/8"

2

9'-117/8"

1

10'-77/8"

8'-101/2"

18" DROP

G

F.D. 9'-117/8"

PC1 PLANTERS JUMP STAIR

PLANTERS

FE

31'-11 5/8" FORTH FLOOR F.D.

9'-1/2"

398

9'-117/8"

397

8"

396

8"

395

10'-77/8"

394

LOBBY

EXIT 10'-77/8"

F.D.

8 AG1-2.2

8"

10'-77/8" 42'-7 1/2" FIFTH FLOOR

FE

F

SPA

8"

1'-6"

8" 53'-3 3/8" SIXTH FLOOR

60'-8"

1 AG2-1.0

DOG PARK

POOL

PC1 F.D.

5'-0"

POOL DECK

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

F.D.

11'-0"

E.1 F.D.

E.2

8"

400

F.D.

1'-0"

E

FE

DOWN

21'-6"

D

1'-0"

DOG PARK

PLANTERS

PLANTERS

9'-117/8"

E.1

PC1

RAMP 6.50% MAX

DOG PARK ENCLOSURE GATE SEE LANDSCAPE DRAWING 1/LA-217

54'-10"

D

A

122'-0"

85'-0"

15'-111/8"

393

F.D.

C

1. ALL BUILDINGS TO BE PROVIDED WITH CO SHOP DRAWINGS, CALCULATIONS AND SPECS LOCAL JURISDICTION FIRE MARSHALL'S OFFIC ARCHITECT'S OFFICE FOR PERMITTING AND R INCLUDING A SITE PLAN SHOWING THE FIRE CONNECTION FOR EACH BUILDING. 2. ALL BUILDINGS TO BE PROVIDED WITH A C MANUAL FIRE ALARM SYSTEM WITH PULL STA BE EQUIPPED WITH AUDIBLE AND VISUAL ALE 3. INSTALL FIRE EXTINGUISHER IN EACH BREE FLOOR DURING CONSTRUCTION UNTIL THE S ACTIVE. 4. SEMI-RECESSED FIRE EXTINGUISHER TO BE A.F.F. MAXIMUM. TRAVEL DISTANCE TO A FIR BE 75'-0" OR LESS FROM ANY POINT IN THE B 5. AUDIBLE EMERGENCY ALARMS SHALL PROD 80dB THROUGHOUT ENTIRE BUILDING AND SO THE AMBIENT NOISE LEVEL BY 15dB WITH AL EQUIPMENT IN OPERATION. 6. ALL BUILDINGS TO BE PROVIDED WITH EM BATTERY PACKS IN ACCORDANCE WITH NFPA 58'-6 7. REFER TO STRUCTURAL DRAWINGS FORAMEN SH TYPES AND ANCHORAGE REQUIREMENTS. 8. ALL SLABS SHALL BE FLUSH AT UNIT ENTRY REQUIRED. BREEZEWAY CONCRETE SLAB & W POUR. 42'FIFT 9. ALL UNITS SHALL MEET THE REQUIREMENT HOUSING ACT. 10. ALL PLUMBING IN EXTERIOR WALLS SHALL 31'-1 OF THE INSULATION. FORT 11. ELEVATOR HYDRAULIC PIPE SHALL NOT BE OR CEILIGN SYSTEM CONTAINING A RESIDEN 12. INSTALL CONTROL JOINTS AT 30FT 21'-3 IN CORRIDOR WALLS AND CEILINGS AND THIR W FRAMING OR FURRING CHANGES DIRECT 13. INSTALL CONTROL JOINTS AT 10FT INTER 10'-7 7 SECON FLOORS. 14. LIVE LOADS EXCEEDING 50 PSF SHALL BE POSTED IN THE PART OF EACH STORY WHERE -0'-0" LOCATIONS INCLUDE PUBLIC AMENITY AREAS GROU CLUBHOUSE, FITNESS, SKY LOUNGE AND STO MECHANICAL/ ELECTRICAL ROOMS, STAIRWEL 44'-6" ELEVATED TRASH ROOMS. VERIFY WITH STRU 9 10 WHERE THIS OCCURS. 15. SIGNS MARKING POST-TENSIONED SLABS LOCATED AT ALL BUILDING ENTRY AND EXTER LOCATIONS. VERIFY STRUCTURAL DRAWINGS 16. MAX VEHICLE WEIGHT OF 6000LB TO BE P ENTRY AND TOP OF RAMP AT EACH LEVEL. 17. LIVE LOADS DESIGN TO BE 40 PSF FOR EA GARAGE. REFERENCE STRUCTURAL DRAWINGS 10'-77/8"

TRASH CHUTE

PC1

1 AG3-1.0

10'-77/8"

A

OPEN TO BELOW

STORAGE

10'-77/8"

DOWN

F.D.

RAMP 6.50% MAX

BUILDING PLAN NOT

F.D.

FE

392

37'-91/2"

B.1

1

F.D.

F.D.

10'-77/8"

383

1'-0"

384

14'-111/8"

385

9'-117/8"

386

INDICATES TRANSITION FROM 2HR TO 1HR WALLS IN UNITS. SEE DETAILS ON SHEET A8-18

9'-117/8"

387

REMOTE FIRE DEPARTMENT CONNECTION STANDPIPE

SP

F.D.

F.D.

2 AG2-1.0

A.1

WOMEN'S RESTROOM

B

REMOTE FDC

9'-117/8"

A.1

A

VENT SHAFT 52 sq ft

5

44'-6"

6

7

SR

9'-117/8"

A

10'-0"

7'-101/2"

FE

8

1

9

10

2 AG2-1.0

OVERALL BUILDING SECTION C

28'-10"

2

28'-4"

3

28'-4"

4

28'-4"

5

20'-1/2"

28'-4"

6

7

26'-4"

8

16'-4"

9

10

-0'-0" GROU

NATHALIA HARRIS | SAMPLE PORTFOLIO

6X6 STEEL COLUMN - SEE STRUCTURAL CAST-FIT STONE CAP

6X6 STEEL COLUMN - SEE STRUCTURAL

SOIL FOR PLANTS STUCCO FINISH OVER PAPER BACKED EXPANDED METAL LATH ON CMU WALL

2'-51/2"

CONCRETE PAVER

CONCRETE PAVER

STUCCO "J" MOLD W/ WEEP

PEDESTAL PAVER SYSTEM - REFER TO MANUFACTURER SPECIFICATIONS

GEHEBER LEWIS ASSOCIATES

PEDESTAL PAVER SYSTEM - SEE LOCATIONS PER MANUFACTURER SPECIFICATIONS

.A R C H I T E C T U R E

1325 LOGAN CIRCLE NW. ATLANTA, GA 30318

1/2"

WATER PROOF MEMBRANE

T : 4 0 4 .2 2 8 .1 9 5 8

F : 4 0 4 .2 2 8 .8 3 5 0

W W W .G L A A T L .C O M THIS

DRAWING

IS

AN

INSTRUMENT

OF

SERVICE

AND

SHALL

REMAIN THE PROPERTY OF THE ARCHITECT, AND SHALL NOT BE CONSENT OF THE ARCHITECT.

61/2"

61/2"

REPRODUCED, PUBLISHED OR USED IN ANY WAY

GRAVEL FOR DRAINAGE (SEE LANDSCAPE FOR DETAIL)

WITHOUT THE

THIS DRAWING SHALL NOT BE

S C A L E D . © C O P Y R I G H T 2 0 2 3 G L A -A T L , L L C .

RELEASE DATES REV

DATE

DESCRIPTION

09/29/23 A

1'-115/8"

C.I.P SLAB - SEE STRUCTURAL STEEL EMBED - SEE STRUCTURAL

C.I.P SLAB - SEE STRUCTURAL STEEL EMBED - SEE STRUCTURAL

POOL DECK - COLUMN FOUNDATION DETAIL @ PLANTER WALL

1 AG4-1.0

2

01/19/24 PERMIT RESPONSE 04/08/24

IFC SET

POOL DECK COLUMN FOUNDATION DETAIL

AG4-1.0

1'-115/8" 1'-4"

METAL PARAPET CAP FLASHING STUCCO "J" CHANNEL METAL PARAPET CAP ATTACHMENT STUCCO FINISH OVER PAPER BACKED EXPANDED METAL LATH ON ENVIRONMENTAL BUILDING WRAP ON EXT. SHEATHING

1'-4" 1'-115/8"

Permit Set

6" METAL GAUGE STUD WALL

8" CMU BLOCK PLANTER WALL

INSULATION STEEL EMBED - SEE STRUCTURAL

6X6 STEEL COLUMN - SEE STRUCTURAL

STUCCO FINISH OVER PAPER BACKED EXPANDED METAL LATH ON ENVIRONMENTAL BUILDING WRAP ON EXT. SHEATHING 6" METAL GAUGE STUD WALL INSULATION

SLOPE 1:48 MIN.

SLOPE 1:48 MIN.

Z-CLOSURE SET IN BUTYL TAPE SEALANT FASTEN 12" O.C. - PER MANUF. SPEC.

MIN. 60 MIL TPO ROOF MEMBRANE OVER EXT. GRADE P.T. SHEATHING ON PREMANUFACTURED STEEL GAUGE TRUSSES CONTRACTOR SHALL RUN ROOFING MEMBRANE UP PARAPET WALL AND OVER CAP FRAMING

1

Z-CLOSURE SET IN BUTYL TAPE SEALANT FASTEN 12" O.C. STUCCO WEEP SCREED - PER MANUF. SPEC. STANDING SEAM FLASHING STANDING SEAM PER. MANUF. SPECIFICATIONS METAL ROOF PANEL 8" METAL CANOPY LEDGER PER STRUCTURAL Z-CLOSURE SET IN BUTYL TAPE SEALANT FASTEN 12" O.C. - PER MANUF. SPEC.

STANDING SEAM FLASHING PER. MANUF. SPECIFICATIONS 8" METAL CANOPY LEDGER PER STRUCTURAL

SLOPED 8" METAL CANOPY C-CHANNEL JOISTS PER STRUCTURAL

SOIL FOR PLANTS

METAL PARAPET CAP ATTACHMENT

1

STUCCO WEEP SCREED STANDING SEAM METAL ROOF PANEL

METAL PARAPET CAP FLASHING STUCCO "J" CHANNEL

MIN. 60 MIL TPO ROOF MEMBRANE OVER EXT. GRADE P.T. SHEATHING ON PREMANUFACTURED STEEL GAUGE TRUSSES CONTRACTOR SHALL RUN ROOFING MEMBRANE UP PARAPET WALL AND OVER CAP FRAMING

SLOPE 1:48 MIN.

STAMP:

8" METAL CANOPY FASCIA C-CHANNEL PER STRUCTURAL RAKE/GABLE FLASHING METAL FLASHING

1'-3"

6

7'-0"

TE

RED ARCH

RE

IS

IT

E

74177 FRED GEHEBER

METAL FLASHING

STUCCO "J" CHANNEL 6X6 METAL COLUMN PER STRUCTURAL

STUCCO "J" CHANNEL

4

6X6 METAL COLUMN PER STRUCTURAL

INSULATION

1'-8"

POOL DECK - CABANA PARAPET DETAIL

AG4-1.0

7

4

23'-5 1/2"

INSULATION

CABANA CANOPY GABLE DETAIL

CLIENT:

AG4-1.0 STUCCO FINISH OVER PAPER BACKED EXPANDED METAL LATH ON ENVIRONMENTAL BUILDING WRAP ON EXT. SHEATHING STUCCO "J" MOLD W/ WEEP

3411 Richmond Avenue Ste 500 Houston, TX 77042

METAL PARAPET FLASHING METAL PARAPET CAP ATTACHMENT SELF-ADHESIVE FLEXIBLE TAPE

INSULATION 4 1 LAYER OF F.R. GYP. BD.

4 INSULATION

STUCCO FINISH OVER PAPER BACKED EXPANDED METAL LATH ON ENVIRONMENTAL BUILDING WRAP ON EXT. SHEATHING

CONCRETE PAVER PEDESTAL PAVER SYSTEM REFER. TO MANUF. SPECIFICATIONS

PROJECT:

1 LAYER OF F.R. GYP. BD. C.I.P PARAPET - SEE STRUCTURAL

FLOOR TILE FINISHES PER I.D. SPEC. ON LIGHT WEIGHT CONCRETE STUCCO "J" MOLD W/ WEEP

FLOOR TILE FINISHES PER I.D. SPEC. ON LIGHT WEIGHT CONCRETE

CABANA / POOL LOBBY

KIERLAND APARTMENTS 7077 E. MARILYN RD. SCOTTSDALE, AZ

CABANA / POOL LOBBY

C.I.P SLAB - SEE STRUCTURAL

C.I.P SLAB - SEE STRUCTURAL DRAWING TITLE:

GARAGE DETAILS

6"

6"

5 AG4-1.0

POOL DECK COLUMN FOUNDATION PLAN DETAIL @PLANTER WALL

G

T

8" METAL CANOPY FASCIA C-CHANNEL PER STRUCTURAL WATER DRIP EDGE

C

STONE VENEER FINISH OVER PAPER BACKED EXPANDED METAL LATH ON CMU WALL - VERIFY W/ LANDSCAPE

DRAWN BY:

CHECKED BY:

CJN, NW, DJ, AM, YS, ZK

BT DATE:

SCALE:

10 AG4-1.0

11 AG4-1.0

POOL DECK - CABANA WALL FOUNDATION DETAIL @ C.I.P PARAPET

PROJECT NUMBER:

04/08/23 2136-2

DRAWING NUMBER: A

AG4-1.0 RELEASED FOR CONSTRUCTION

Tuesday, April 9, 2024 5:18 PM

AS NOTED

POOL DECK - CABANA WALL FOUNDATION DETAIL

07

NATHALIA HARRIS | SAMPLE PORTFOLIO TEMPE

TEMPE

A R I ZO N A GLA 2022 Multifamily project consisting of 292 units in a 5-story, type III-A apartment building with elevators and interior trash rooms and a 6-level type I-A structured parking garage. The project includes internal leasing, clubhouse, tness areas, a cabana/lounge areas, maintenance, mail, and move-in spaces.

08

1 A7-4

A/C SCREEN WALL BEYOND

A7-4

20

25

21

12

A/C EQUIPMENT BEYOND

3

9

18

17

2 A7-4 10

3 A7-4

1

NATHALIA HARRIS | SAMPLE PORTFOLIO

1 A7-9

15

3 A7-9

2

2 A7-9

8

+62-6 15/16" 9'-3 9/16" PARAPET +61-9 3/8" 8'-6" PARAPET +58-8 5/8" 5'-5 1/4" PARAPET

1

FIBER CEMENT B EXPOSURE

2

FIBER CEMENT B

3

3'-6" GUARDRAIL

WALL-PACK LIGH ABOVE FIRST FL ELECTRICAL FOR BUILDING SIGNA LOCATIONS W/ L AND OWNER

4 +55-8 5/8" 2'-5 1/4" PARAPET

ELEC. METERS

CLUBHOUSE (REF. AM-2.0)

+53-3 3/8" ROOF

W COMMERCE DR.

5

COURTYARD FIRE ACCESS SD

FITNESS (REF. AM-2.0)

1

SRP

2

ELEVATOR UP

LEASING (REF. AM-1.0)

ELEVATION NOTES

UP

+42-7 1/2" FIFTH

SHADE STRUCTURE (REF. AM-5.0)

1)

TURN-AROUND AREA

4 c.u.

4 c.u.

4 c.u.

4 c.u. container container container container

ELEC. METERS

6

NOT USED

7

NOT USED

8

STONE VENEER

9

STUCCO FINISH

10 STUCCO BAND 4 c.u. container

4 c.u. container

4 c.u. container

4 c.u. container

4 c.u. container

4 c.u. container

RAMP (MAX 6.67%)

+31'-115/8" FOURTH

11 STUCCO TRIM

36" FILE

36" FILE

12 FIBER CEMENT P

FIBER CEMENT P BATTENS FIBER CEMENT P 14 BUTTONS

4 c.u. container

4 c.u. container

4 c.u. container

4 c.u. container

4 c.u. container

4 c.u. container

4 c.u. container 4 c.u. container

AM

4 c.u. container

13 UP

STAMP:

DRAWER PACK

+23'-3 3/4" THIRD

COFFEE COUNTER DRAWER PACK

15 IMETAL CANOPY T

36" FILE

36" FILE

SPACE WORK

PRINTER

ACCESS.

IS

TE

RED ARCH

E

C

RE

G

T

16 PERFORATED ME

DRAWER PACK

4 c.u. container 4 c.u. container

4 c.u. container

4 c.u. container

4 c.u. container

UP

STRUCTURED PARKING GARAGE TO BE PERMITTED UNDER SEPARATE COVER

±0" FIRST

/2 3

/1 7

DW

4 c.u. container

4 c.u. container

4 c.u. container

4 c.u. container

DRAWER PACK

ALUMINUM CLAD WINDOWS EATON-LUMARK 19 MOUNT LED PLASTIC CLAD W 20 HEADER & SILL PLASTIC CLAD W 21 FIBER CEMENT T 02

ART. TURF

TURF

PHASE B BUILDINGS TO BE PERMITTED UNDER SEPARATE COVER POOL

ART. TURF

S PRIEST DR.

ART. TURF

+10'-7 7/8" SECOND

74177 FRED GEHEBER 17 STOREFRONT DO

18

CLIENT:

RAMP (MAX 6.67%)

AM

B-1 B-1 B-1 B-1 B-1 ACC

A-1 A-1 A-1 A-1 A-1

DW

DW

B-1 B-1 B-1 B-1 B-1 ACC

UP

STAIR STAIR STAIR STAIR STAIR

DN

TURN-AROUND AREA

A-1 A-1 A-1 A-1 A-1 DW

STAIR STAIR STAIR STAIR STAIR

B-1 B-1 B-1 B-1 B-1

B-1 B-1 B-1 B-1 B-1

DW

A-1 A-1 A-1 A-1 A-1

DRAWER PACK

B-1 B-1 B-1 B-1 B-1

22 NOT USED 23 NOT USED 24 NOT USED

C

T

T

403 CORPORATE CENTER 25 ALUM. PORCH D DR, STEEXTERIOR 201 STEEL 26 STOCKBRIDGE,SCHEDULE GA 30281

R.

DOWN

A-1 A-1 A-1 A-1 A-1

RALD D

C-1 C-1 C-1 C-1 C-1 ACC

S. EME

C-1 C-1 C-1 C-1 C-1 ACC

PACK DRAWER

GARAGE (REF AG-1.4) ELEVATOR

PROJECT:

ELEC. METERS

ELEC. METERS

FDC

N

EMERALD MULTI-FAMILY

ELEVATOR GARAGE ENTRY MAIL ROOM (REF AG-1.7)

BUILDING A EXTERIOR- SOUTH ELEVATION

1

1607 WEST COMMERCE DR. TEMPE, AZ 85284

TRASH DOG WASH

DRAWING TITLE:

BIKE STORAGE

A5-1.0

SCALE: 3/32" =

1'-0"

SITE PLAN & UNIT MATRIX

MOVE-IN

CJN, MR, NW AS NOTED

02/17/2023 2141

1

PROJECT NUMBER:

18

8

17

1 A7-13

A/C SCREEN WALL BEYOND

3

10

12

25

21

2 A7-7 2

1 A7-4

A/C EQUIPMENT BEYOND

9

3 A7-4

BT DATE:

SCALE:

2 A7-4

A/C SCREEN WALL BEYOND

CHECKED BY:

DRAWN BY:

1'-0"

20

1 A7-4

SCALE: 1/64" =

15

+62-6 15/16" 9'-3 9/16" PARAPET +61-9 3/8" 8'-6" PARAPET +58-8 5/8" 5'-5 1/4" PARAPET

ARCHITECTURAL SITE PLAN

DRAWING NUMBER:

A0-1.0 RELEASED FOR CONSTRUCTION

+55-8 5/8" 2'-5 1/4" PARAPET +53-3 3/8" ROOF +42-7 1/2" FIFTH

+31'-115/8" FOURTH

+23'-3 3/4" THIRD

+10'-7 7/8" SECOND

09

±0" FIRST A-1 A-1 A-1 A-1 A-1

B-1 B-1 B-1 B-1 B-1

B-1 B-1 B-1 B-1 B-1

B-1 B-1 B-1 B-1 B-1

B-1 B-1 B-1 B-1 B-1

B-1 B-1 B-1 B-1 B-1

B-1 B-1 B-1 B-1 B-1

A-1 A-1 A-1 A-1 A-1

A-1 A-1 A-1 A-1 A-1

A-1 A-1 A-1 A-1 A-1 ACC

A-1 A-1 A-1 A-1 A-1 ACC

STAIR STAIR STAIR STAIR STAIR

STAIR STAIR STAIR STAIR STAIR

A-X2 A-X2 A-X2 A-X2 FREIGHT MOVE-IN

AX-2 AX-2 AX-2 AX-2 FREIGHT MOVE IN

C-1 C-1 C-1 C-1 BIKE REPAIR

C-1 C-1 C-1 C-1 BIKE REPAIR

Monday, February 20, 2023 9:41 AM

A-A B-B

1 A0-1.0

NATHALIA HARRIS | SAMPLE PORTFOLIO

MISC

PERSONAL P RO J E C T S MISCELLANEOUS The intent of my thesis is to design a rehabilitation center for victims of human trafficking in the metropolitan Atlanta area. I want to determine how the intersectionality of distinct lived experiences innuence the speciic needs of individual victims. by vi taking an intersectional approach to helping victims, their particular needs can be understood more, and the systems of oppression can be altered

10

NH 678.852.3033

NATHAL

ARCHITEC

nw9221@gma

About Me

I am an aspiring architect and graphic designer with 3 years o