e:dropbox01 jawa studio las vegas 7x35 wood smith …...107 e. charleston suite 250 ... \dropbox\01...

$: E:Dropbox01 JAWA STUDIO LAS VEGAS 7x35 Wood Smith …...107 E. Charleston Suite 250 ... \Dropbox\01 JAWA STUDIO LAS VEGAS\2016\16057 Heller Companies - Sunset Site\16057 heller companies$
tel. 702.598.1723

fax. 702.598.1724

mail@jawastudio com

107 E. Charleston Suite 250

Las Vegas NV 89104

3/16

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Sunset Business Center

12/05/2017

1. drawings represent the desired result of construction. the method of construction and the risks involved during construction are the responsibility of the contractor. the contractor shall maintain the bldg's structural integrity at all stages of construction

2. the contractor shall verify all dimensions and elevations prior to commencement of work. discrepancies in dimensions shall be brought to the architects notice for his decision before proceeding with work in the affected area.

3. contractors shall follow sizes in the construction documents or figures on the drawings in preference to scale measurements. follow detail drawings in preference to general drawings.

4. where it is obvious that a drawing illustrates only a part of a given work or of a number of items. the remainder shall be deemed repetitive and so constructed.

5. all the contractors proposed substitutions shall be approved by the architect/engineer prior to commencing any pertinent work.

6. architectural drawings shall be used in conjunction with mechanical, plumbing, and electrical drawings.

7. dimensions shown on plans are to the face of the studs or column unless otherwise noted.

8. any omissions or conflicts between various elements on the plans and or specifications shall be brought to the attention of the architect before proceeding with any of the affected work.

9. heights and elevations shown on the plans are from the top the finished slab.

10. contractor responsible for all demolition required to perform work.

general notes

A.F.F. ABOVE FINISHED FLOOR

CLR. CLEAR

DEG. DEGREES

DIA. DIAMETER

EQ. EQUAL

GA. GAUGE

MIN. MINIMUM

MAX. MAXIMUM

N.I.C. NOT IN CONTRACT

O.C. ON CENTER

O.H. OPPOSITE HAND

S.F. SQUARE FEET

SIM. SIMILAR

TYP. TYPICAL

U.O.N. UNLESS OTHERWISE NOTED

V.I.F. VERIFY IN FIELD

abbreviations

code analysis

basis of design

occupancy classification

type of construction

occupant load

B (office), S-1 (Storage)

60% warehouse 40% office

Plans shall comply with 2012 IBC, 2011 NEC, 2012 UMC, 2012 UPC, 2012 IECC, 2014 uniform administrative code, and 2012 local amendments

apn 176-02-501-002

stories

shell: IIIB

fire sprinklers required: Y type: NFPA 13

fire alarm required: N NA

height:

allowable:3 actual:1

allowable:75' actual:32'

area allowable:70,000 actual: Bldg 100 : 45,229 SF Bldg 200: 24,677 SF

required plumbing fixtures

roofing material allowable: any actual: C

fire resistance information occupancy load or building location does not require.

construction area 69,906 SF

limiting occupancy S-1

plumbing to be stubed in for TI at later date 1 unisex accessible restroom per unit min

vicinity map

project site

DETAIL DESIGNATION

SHEET NUMBER

SA3.0-A

100

A1.011

A1.01

G

1A1.01

Exterior Elevation Mark

Section Mark Enlarged Plan

Partition Type

Window Type

Door Mark

symbols

1A1.01

1 Interior Elevation Mark

sheet list

1033 SF

Typical

Warehouse

4

136 SF

Typical Office

2

159 SF

Typical Office

2

127 SF

Typical

Reception

8

Typical

Toilet

circulation

2

2

12

4

A7.01

6

53 SF

Typical Toilet

?

159 SF

Typical Office

160

136 SF

Typical Office

2

3479 SF

Typical

Warehouse

12

127 SF

Typical

Reception

8

2

2

4

4

12

4

egress notes

1

1

number of occupants

direction of egress travel

occupancy load factors

office: 1/100 SFstorage: 1/300 SFassembly: 1/15 SF

building 200

building 100

A3.02 6

7

139 SF

Typical Office

2

139 SF

Typical Office

2

159 SF

Typical Office

2

159 SF

Typical Office

2

59 SF

Typical Toilet

?

58 SF

Typical Toilet

?

2727 SF

Typical

Warehouse

10

1025 SF

Typical

Warehouse

4

117 SF

Typical

Reception

8

118 SF

Typical

Reception

8

2

2

2

2

1212

4 33

4

sheet title:

sheet no.

drawn/checked by:

job no.

date:

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tel. 702.598.1723

fax. 702.598.1724

mail@jawastudio com


Las Vegas NV 89104

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and other rights, including copyright.

copyright 2017, jawa studio, ltd.

reuse of the architect's documents

except by mutual agreement in writing.

The owner shall not reuse or permit the

Documents prepared by the architect

are instruments of service for use solely

with respect to this project. The architect

shall retain all common law, statutory

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08.08.17

16057

Information Sheet

Author / Checker

A0.00

Sheet No. Sheet Name Issue Date

0.000 . 12/5/2017SK-4 Unnamed 02/02/18

A0.00 Information Sheet 12/5/2017A0.01 Site Plan 12/5/2017A0.02 IECC Energy Compliance 12/5/2017A1.01 Building 100 Floor Plan 12/5/2017A1.02 Building 200 Floor Plan 12/5/2017A1.03 Building 100 Ceiling Plan 12/5/2017A1.04 Building 200 Ceiling Plan 12/5/2017A1.05 Building 100 Roof Plan 12/5/2017A1.06 Building 200 Roof Plan 12/5/2017A2.01 Building 100 Exterior Elevations 12/5/2017A2.02 Building 200 Exterior Elevations 12/5/2017A2.03 Building 100 Enlarged Elevations 12/5/2017A3.01 Enlarged Floor Plans 12/5/2017A3.02 Enlarged Floor Plans 12/5/2017A4.01 Typical Details 12/5/2017A4.02 Typical Details 12/5/2017A4.03 Details 12/5/2017A5.01 Building 100 - Sections 12/5/2017A5.02 Building 100 - Sections 12/5/2017A5.03 Building 200 - Sections 12/5/2017A6.01 Building 100 - Wall Sections 12/5/2017A7.01 Store Fronts 12/5/2017

S0.01 General Structural Notes 08/18/17S1.01 Foundation Plan- Overall 08/18/17S1.02 Foundation Plan- Building 100A 08/18/17S1.03 Foundation Plan- Building 100B 08/18/17S1.04 Foundation Plan- Building 200 08/18/17S2.01 Roof Framing Plan-Overall 08/18/17S2.02 Roof Framing Plan-Building 100A 08/18/17S2.03 Roof Framing Plan-Building 100B 08/18/17S2.04 Roof Framing Plan-Building 200 08/18/17S3.01 Tilt-Up Elevations 08/18/17S3.02 Tilt-Up Elevations 08/18/17S3.03 Tilt-Up Elevations 08/18/17S3.04 Tilt-Up Elevations 08/18/17S3.05 Tilt-Up Elevations 08/18/17S4.01 Typical Tilt Panel Details 08/18/17S4.02 Typical Concrete Details 08/18/17S4.03 Typical Steel Details 08/18/17S5.01 Foundation Details 08/18/17S6.01 Roof Framing Details 08/18/17

M0.00 Mechanical Symbols, Abbreviations and Drawing Index 08/21/17M0.01 Mechanical and Plumbing Specifications 08/21/17M0.02 Mechanical and Plumbing Schedules 08/21/17M0.03 Mechanical and Plumbing Diagrams 08/21/17M2.01 Mechanical Plan First Floor Building 100 08/21/17M2.02 Mechanical Plan First Floor Building 200 08/21/17P2.01 Plumbing Plan First Flooor Building 100 08/21/17P2.02 Plumbing Plan First Flooor Building 200 08/21/17

E0.00 Electrical Symbols, Abbreviations and Drawing List 08/21/17E0.01 Electrical Specifications and Diagrams 08/21/17E0.02 ECC Compliance Statement and Fixture Schedule 08/21/17E0.03 Electrical Single Line Diagram and Panel Schedules 08/21/17E2.01 Lighting Plan Building 100 08/21/17E2.02 Lighting Plan Building 200 08/21/17E2.03 Electrical Plan Building 100 08/21/17E2.04 Electrical Plan Building 200 08/21/17

1/8" = 1'-0"

3 Unit - Building 200 - Typical Egress

1" = 30'-0"

4 Overall Floor Plan

1/8" = 1'-0"

5 Unit- Building 100 - Typical Egress1

1

11

2/0

4/1

7Pla

n C

he

ck C

om

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nts

7 8 8 8 8 8 8

8

5 8 8

5

67

7

5

18' -

0"

172'

- 10

"75

' - 0

"7'

- 4"

60' -

0"

2' - 4

"

5' - 0

"1

8' - 0

"2

4' - 0

"1

8' - 0

"

T

SUN

SET

RO

AD

44,375 SF

24,610 SF

2

Trash

2 2 2

176-02-501-001M-D

176-02-501-003C-2

176-

02-5

01-0

22

M-D176-02-501-002

M-D

68' -

0"

Building 100

Building 200

163-

35-4

01-0

26M

-D

decorative concrete

decorative concrete

concrete apron

Trash Trash Trash

888864

2' - 4

"4

' - 6

"

24

' - 0

"1

8' - 0

"3

' - 3

"

24' - 0"18' - 0"

3' - 1

0"

4' - 0

"

3' - 1

0"

13

2

8

8

7

7

2

2

422

typ.

7' - 0"

typ.

9' - 0"typ.

21' - 0"

9' - 0

"

4' - 3"

3' - 3"

A3.028

5' - 0

"

24' - 0"

TYP

18' - 0"

60' - 0"

accessible route

accessible route

15

8' - 0

"

1° 48' 59"642.32'

S W

88° 56' 03"335.68'

NE

1° 45' 40"644.07'

N E

88° 37' 52"335.15'

SW

47' -

1"

43' - 11"

76' - 11"area of tenant improvement

area of tenant improvement

loadingloadingloading

10

' - 0

"

25' - 0"

TYP

9' - 0

"

1

1

1

1

1

1

1

1

1

1

1

45' - 11"

24' - 0"

1

1

1

1

1

site analysis

APN: 176-02-501-002

Lot Area: 4.95 acres - gross4.52 acres - net

Lot Coverage: 69,948 SF / 196,980 SF = 35.5% lot coverageAllowable 80%

parking analysis

Warehouse / Distribution2 spaces / 1,000 SF

Office4 spaces / 1,000 SF

Parking Provided = 249 spacesIncluding 8 accessible spaces

Building: 30' Maximum Height

Zoning: Current: C-2 Resolution of intenet: M-DZC-0165-17

78% office 22% warehouse

69,906 SF

54,526 SF office - 218 spaces for office15,379 SF warehouse - 31 spaces for warehouseTotal 249 spaces required

sheet title:

sheet no.

drawn/checked by:

job no.

date:

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tel. 702.598.1723

fax. 702.598.1724

mail@jawastudio com


Las Vegas NV 89104

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08.08.17

16057

Site Plan

Author / Checker

A0.01

1" = 20'-0"

1 Site Plan

NORTH

1

1

11

2/0

4/1

7Pla

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sheet title:

sheet no.

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tel. 702.598.1723

fax. 702.598.1724

mail@jawastudio com


Las Vegas NV 89104

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08.08.17

16057

IECC Energy Compliance

Author / Checker

A0.02

Sheet added 1

11

2/0

4/1

7Pla

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he

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ALIG

N

24

1' - 4

"

A

B

C

D

E

F

F

GG

HH

JJ

KK

LL

12

12

16

16

17

17

18

18

36' - 10"36' - 10"

24

' - 0

"2

4' - 0

"2

4' - 0

"2

4' - 0

"2

4' - 0

"2

4' - 0

"2

4' - 0

"2

4' - 0

"2

4' - 0

"2

4' - 0

"

24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"28' - 0"28' - 0"28' - 0"28' - 0"30' - 8"36' - 10"36' - 10"

A.8

C.2

D.8

75

' - 0

"

36

' - 1

0"

36

' - 1

0"

1

A2.01

Electrical

75' - 0"

4

A2.01

5

A2.01

6

A2.01

3

A2.01

13

13

14

14

15

15

F.R.

2

2

3

3

4

4

5

5

6

6

7

7

8

8

9

9

10

10

11

11

2

A2.01

1

1

21

' - 4

"

24

1' - 4

"

A3.024

A3.023 A3.02

1

A3.011

12' - 9" 16' - 0" 8' - 1" 4' - 7" 15' - 10" 16' - 5"

12

' - 9

"1

2' - 9

"1

6' - 0

"1

6' - 0

"

12' - 9" 16' - 0" 12' - 0" 18' - 3"

location of future phase restrooms - typ.

BA

C

E

C

A A

A4.013

4A5.02

4A5.02

3A5.02

3A5.02

1A5.02

1A5.02

5' - 0

"

2' - 11"

3' - 6"

8' - 0" 8' - 0"

3' - 6"

30

' - 0

"

12

' - 6

"5

' - 0

"

12' - 0"

19

' - 5

"

22' - 0" 22' - 0"

SK-11

A7.012

A3.025

A3.02 6

7

knox box

DD

type 1 entry

note: store front entries for gridlines A.8 and 18 are typical type 1unless noted otherwisesee 1/A3.01

area of tenant improvement

A0.005

2A5.02

2A5.02

102

100

104

106

108

110

112

114

116

118

120 122 124

126 128

130 132 134 136 138 140 142 144 146 148

5A5.01

5A5.01

type 2 typical demising wall

6A5.01

6A5.01

1

1

1

1

1

1

1

1

1

1

1

1 1 11 1 1

1 1 1

11 1

1

1

1

A3.012

22' - 0"

22

' - 0

"

7' - 8

"

7

A2.01

SK-41

16' - 0" 3' - 6"

sheet title:

sheet no.

drawn/checked by:

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08.08.17

16057

Building 100 Floor Plan

Author / Checker

A1.01

1/16" = 1'-0"

1 First Floor Plan - Building 100

NORTH

1

11

2/0

4/1

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23

/1

2/1

8Bu

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C

oo

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A A

B B

C C

36

' - 1

0"

36

' - 1

0"

F.R.

Electrical

73

' - 8

"

2

A2.02

1

A2.02 3

A2.02

4

A2.02

A3.014

3A5.03

3A5.03

shear wallA3.024

note: store front entries for gridline C are typical type 1unless noted otherwisesee 1/A3.01

A7.01

6

----

----

200 202 204

206 208 210 212 214 216 218 220 222 224

2A5.03

2A5.03

1A5.03

1A5.03

4A5.03

4A5.03

1

1

1

11 1 1 1 1 1 1 1 1

25

' - 0

"

1

1

2

2

3

3

4

4

5

5

6

6

7

7

8

8

9

9

10

10

11

11

12

12

13

13

15

15

34' - 8" 24' - 0" 24' - 0" 28' - 0" 28' - 0" 28' - 0" 28' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0"

F

E

FDD

A3.013

22

' - 0

"

knox box

1

1

9' - 4" 16' - 0" 3' - 6"5' - 10"

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08.08.17

16057

Building 200 Floor Plan

Author / Checker

A1.02

1/16" = 1'-0"

1 First Floor Plan - Building 200

NORTH

11

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A

B

C

D

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FF

GG

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12

12

16

16

17

17

18

18

A.8

C.2

D.8

4

A2.01

5

A2.01

6

A2.01

3

A2.01

13

13

14

14

15

15

2

2

3

3

4

4

5

5

6

6

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2

A2.01

1

1

4A5.02

3A5.02

3A5.02

1A5.02

1A5.02

2A5.02

2A5.02

5A5.01

5A5.01

108' - 0"

6A5.01

7A5.01

108' - 0"

1

1

2

2

3

3

4

4

5

5

6

6

7

7

8

8

9

9

10

10

11

11

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12

13

13

15

15

7

A2.01

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mail@jawastudio com


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sin

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08.08.17

16057

Building 100 Ceiling Plan

Author / Checker

A1.03

1/16" = 1'-0"

1 Building 100 Ceiling Plan

NORTH

A A

B B

C C

4

A2.02

3A5.03

3A5.03

A7.01 1

2A5.03

1A5.03

4A5.03

4A5.03

1

1

2

2

3

3

4

4

5

5

6

6

7

7

8

8

9

9

10

10

11

11

12

12

13

13

15

15

sheet title:

sheet no.

drawn/checked by:

job no.

date:

ow

ne

r:

pro

jec

t / a

dd

re

ss:

tel. 702.598.1723

fax. 702.598.1724

mail@jawastudio com


Las Vegas NV 89104

re

v.:

da

te

:d

esc

rip

tio

n:










Oc

seal:

consultant:

3/1

6/2

01

8 1

1:4

5:5

9 A

ME:\D

ro

pb

ox\0

1 JA

WA

STU

DIO

LA

S V

EG

AS\2

01

6\1

60

57

H

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om

pa

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t Site

\1

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57

h

elle

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pa

nie

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t b

usin

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en

te

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d re

v2

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He

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pa

nie

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08.08.17

16057

Building 200 Ceiling Plan

Author / Checker

A1.04

1/16" = 1'-0"

1 Building 200 Ceiling Plan

NORTH

A

B

C

D

E

FF

GG

HH

JJ

KK

LL

12

12

16

16

17

17

18

18

A.8

C.2

D.8

4

A2.01

5

A2.01

6

A2.01

3

A2.01

13

13

14

14

15

15

2

2

3

3

4

4

5

5

6

6

7

7

8

8

9

9

10

10

11

11

2

A2.01

1

1

A2.031

4A5.02

4A5.02

min1/4" / Ft. min

1/4" / Ft.

1/4"

/ Ft

.

1/4" / Ft.

1/4" / Ft.

min

1/4"

/ Ft

.

3A5.02

3A5.02

1A5.02

1A5.02

min1/4" / Ft.

min1/4" / Ft.

min1/4" / Ft.

min1/4" / Ft.

min1/4" / Ft.

min1/4" / Ft.

min1/4" / Ft.

min1/4" / Ft.

min1/4" / Ft.

min1/4" / Ft.

min1/4" / Ft.

min1/4" / Ft.

min1/4" / Ft.

min

1/4"

/ Ft

.m

in1/

4" /

Ft.

min

1/4"

/ Ft

.m

in1/

4" /

Ft.

min

1/4"

/ Ft

.m

in1/

4" /

Ft.

min

1/4"

/ Ft

.m

in1/

4" /

Ft.

1/4"

/ Ft

.

min

1/4"

/ Ft

.

30' - 0" 28' - 0"

typical ACper MEP

typical evaporative cooler typical skylight with curb

123' - 8"

121' - 8"

EvaporativeCooler

4' x 8' skylights on curbTYP

ACCurb

Typical

1

1

1

2A5.02

2A5.02

120' - 8"

120' - 8"

120' - 8"

121' - 8"

120' - 8"

121' - 8"

120' - 8"

121' - 8"

122' - 2 1/2"121' - 8"

121' - 8"

122' - 2"

121' - 8"

121' - 8"

121' - 8" 123' - 8"122' - 8" 122' - 8" 123' - 8" 122' - 8" 123' - 8" 122' - 8" 123' - 8" 122' - 8" 123' - 8" 122' - 8" 123' - 8"

124' - 6"

123' - 8"

16

' - 0

"

32

' - 0

"2

0' - 0

"

20' - 0" 32' - 0"

16' - 0"

5A5.01

----

6A5.01

7A5.01

7

A2.01

122' - 8"

1

1

1

1

1

1

111

1 11

1

typical AC pad

typical swamp cooler pad

1

1

1

1

1

T.O.P 126' - 0"

T.O.P 127' - 6"

T.O.P 125' - 0"

T.O.P 126' - 0"

T.O.P 125' - 0"

T.O.P 123' - 0"

T.O.P 125' - 6"

T.O.P 125' - 6"

T.O.P 125' - 6"

T.O.P 125' - 6"

T.O.P 125' - 6" T.O.P 125' - 6"

T.O.P 125' - 6"

T.O.P 127' - 6"

T.O.P 126' - 0"

1

TYP

8' - 0"

TYP

4' - 0

"

123' - 8" 123' - 8" 123' - 8" 123' - 8" 123' - 8" 123' - 8"

124' - 6" 124' - 6" 124' - 6"124' - 6"124' - 6"

121' - 8"

121' - 8"

121' - 8"

122' - 6"

122' - 6"

122' - 6"

122' - 6"

122' - 6"

122' - 6"

123' - 8"

124' - 6"

22

1

2

2

2

2

2

2

2

22

22

2

2

2

2

2

2

2

2

2

2

2 2 2 2 2 2 2 2 2 2 2 2 2 2

2

124' - 6"

124' - 6"

123' - 8"

122' - 8"

2

2

123' - 8"2

sheet title:

sheet no.

drawn/checked by:

job no.

date:

ow

ne

r:

pro

jec

t / a

dd

re

ss:

tel. 702.598.1723

fax. 702.598.1724

mail@jawastudio com


Las Vegas NV 89104

re

v.:

da

te

:d

esc

rip

tio

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Oc

seal:

consultant:

3/1

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5 A

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08.08.17

16057

Building 100 Roof Plan

Author / Checker

A1.05

1/16" = 1'-0"

1 Building 100 Roof Plan NORTH

11

2/0

4/1

7Pla

n C

he

ck C

om

me

nts

23

/1

2/1

8Bu

ild

ing

C

oo

rd

ina

tio

n

A A

B B

C C

2

A2.02

1

A2.02 3

A2.02

4

A2.02

3A5.03

3A5.03

min

1/4"

/ Ft

.

min

1/4"

/ Ft

.

min

1/4"

/ Ft

.

----2

A5.031

A5.03

4A5.03

4A5.03

typical skylight with curb

1

1

2

2

3

3

4

4

5

5

6

6

7

7

8

8

9

9

10

10

11

11

12

12

13

13

15

15

min1/4" / Ft.

min1/4" / Ft.

min1/4" / Ft.

min1/4" / Ft.

min1/4" / Ft.

min1/4" / Ft.

min1/4" / Ft.

min1/4" / Ft.

min1/4" / Ft.

min1/4" / Ft.

min1/4" / Ft.

min1/4" / Ft.

min1/4" / Ft.

126' - 2" 127' - 2" 126' - 2" 127' - 2" 126' - 2" 127' - 2" 126' - 2" 127' - 2" 126' - 2" 127' - 2" 126' - 2" 127' - 2" 126' - 2" 127' - 2"

127' - 2"127' - 2"127' - 2"127' - 2"

1 11 1 1

1

11

1 11 1 1

1

111

1

1

1 11

1 1 1

typical AC curbrefer to MEP for sizing

typical swamp cooler padrefer to MEP for sizing

1

1

TYP

8' - 0"

TYP

4' - 0

"

1

128' - 0"

128' - 0"128' - 0" 128' - 0"

128' - 0"128' - 0"

127' - 2"

2

22

2 2

2222

222

2222222

127' - 2"2

127' - 2"2 127' - 2"

2

sheet title:

sheet no.

drawn/checked by:

job no.

date:

ow

ne

r:

pro

jec

t / a

dd

re

ss:

tel. 702.598.1723

fax. 702.598.1724

mail@jawastudio com


Las Vegas NV 89104

re

v.:

da

te

:d

esc

rip

tio

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Oc

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consultant:

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AS\2

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\1

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h

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usin

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He

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sin

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d

08.08.17

16057

Building 200 Roof Plan

Author / Checker

A1.06

1/16" = 1'-0"

1 Building 200 Roof Plan

typical AC

NORTH

11

2/0

4/1

7Pla

n C

he

ck C

om

me

nts

23

/1

2/1

8Bu

ild

ing

C

oo

rd

ina

tio

n

First Floor100' - 0"

glass storefront entry

tilt up concrete panels - paint finish

concrete column with reveals

concrete panel joint - typ.

reveal with accent paint color

100 HI Parapet N/S125' - 6"


100 HI Parapet E/W127' - 6"



glass storefront system

6A5.01


14

' - 0

"25

' - 0

"

rollup doors


hollow metal door - paint finishschlage hardware TYP


23

' - 0

"


100 Lo Parapet N/S123' - 0"


100 Lo Parapet E/W125' - 0"

rollup doors


hollow metal door - paint finish


4A5.02

hollow metal door - paint finishschlage hardware TYP

127' - 6"

127' - 6"

1

11

per foot1/2 % slope

1




glass storefront system2

5' - 6

"

125' - 6"


123' - 0"

1







reveal with accent paint color4A5.02

5A5.01

125' - 6"

1

per foot1/2 % slope


125' - 6"


sheet title:

sheet no.

drawn/checked by:

job no.

date:

ow

ne

r:

pro

jec

t / a

dd

re

ss:

tel. 702.598.1723

fax. 702.598.1724

mail@jawastudio com


Las Vegas NV 89104

re

v.:

da

te

:d

esc

rip

tio

n:










Oc

seal:

consultant:

3/1

6/2

01

8 1

1:4

6:1

4 A

ME:\D

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pb

ox\0

1 JA

WA

STU

DIO

LA

S V

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AS\2

01

6\1

60

57

H

elle

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om

pa

nie

s - Su

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t Site

\1

60

57

h

elle

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pa

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usin

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08.08.17

16057

Building 100 Exterior Elevations

Author / Checker

A2.01

1/16" = 1'-0"

1 Building 100 North

1/16" = 1'-0"

3 Building 100 South 1

1/16" = 1'-0"

5 Building 100 South 2

1/16" = 1'-0"

4 Building 100 East 1

1/16" = 1'-0"

6 Building 100 East 2

1/16" = 1'-0"

2 Building 100 West

1/16" = 1'-0"

7 South Corner Elevation

1

11

2/0

4/1

7Pla

n C

he

ck C

om

me

nts

T ectonic Cop yright 2007


200 Parapet130' - 0"




----

2A5.03


200 Parapet130' - 0"

rollup doors


hollow metal door - paint finish

concrete panel joint - typ.A2.03

23A5.03

4A5.03

on panels1/2 % slope

panel openings and joints are to be vertical


200 Parapet130' - 0"




----1

A5.03


200 Parapet130' - 0"






3A5.03

4A5.03

on panels1/2 % slope

panel opening and joints are to be vertical

30

' - 0

"

sheet title:

sheet no.

drawn/checked by:

job no.

date:

ow

ne

r:

pro

jec

t / a

dd

re

ss:

tel. 702.598.1723

fax. 702.598.1724

mail@jawastudio com


Las Vegas NV 89104

re

v.:

da

te

:d

esc

rip

tio

n:










Oc

seal:

consultant:

3/1

6/2

01

8 1

1:4

6:2

0 A

ME:\D

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pb

ox\0

1 JA

WA

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LA

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AS\2

01

6\1

60

57

H

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\1

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57

h

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usin

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08.08.17

16057

Building 200 Exterior Elevations

Author / Checker

A2.02

1/16" = 1'-0"

1 Building 200 North

1/16" = 1'-0"

2 Building 200 West

1/16" = 1'-0"

3 Building 200 South

1/16" = 1'-0"

4 Building 200 East

1

1

11

2/0

4/1

7Pla

n C

he

ck C

om

me

nts

T

T T T

T

T

T

tempered glass

metal panel over metal stud construction

concrete tilt-up panel

6"

4"

3/4" wide 3/4" deep bands typ

Va

rie

s

4' - 6

"

6"

1

A4.01

2

A4.01

T

3' - 0

"

8' - 2

"

6"

6"

12

' - 4

"

16

' - 0

"

8' - 2

"

12

' - 4

"

6"

5 1

/4

"

1hollow metal doorschlage hardware typ.

overhead roll up door typ.

concrete tilt-up panel typ.

metal protected corner typ at roll up door

7

A4.01

4' - 0

"

chamfered reveal

sheet title:

sheet no.

drawn/checked by:

job no.

date:

ow

ne

r:

pro

jec

t / a

dd

re

ss:

tel. 702.598.1723

fax. 702.598.1724

mail@jawastudio com


Las Vegas NV 89104

re

v.:

da

te

:d

esc

rip

tio

n:










Oc

seal:

consultant:

3/1

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6:2

1 A

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AS\2

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\1

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usin

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d

08.08.17

16057

Building 100 Enlarged Elevations

Author / Checker

A2.03

1/4" = 1'-0"

1 Typical Bay Elevation

1/4" = 1'-0"

2 Typical Garage Elevation

Sheet Added

1

11

2/0

4/1

7Pla

n C

he

ck C

om

me

nts

A.8 A.8

34

5

5

EQEQEQEQ

5' - 0

"

line of tilt-up panel above

typ. 2' dia cast in place concrete column

4 1/2" wide anodized aluminum storefront door and window system w/ vertical butt glazing typ.

24' - 0" 24' - 0"

8' - 0" 4' - 0" 24' - 0" 4' - 0" 8' - 0"

x3'

-0"

8' -0

"

x3'

-0"

8' -0

"

G

D

H

VIF

D

G

3 steel columns per structuralcenter on mullion1

1

1

1

1

4A5.02

Sim

blue tinted glass on outboard paneclear on inboard pane all glass temperedU-Value .48 SHGC .62 Projection Factor is .36

1

A


hollow metal door

over head roll up door

A4.013

A4.017

A4.017 sim

2 3

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

2' - 0" 4' - 0"

24' - 0"

12' - 0" 3' - 4"2' - 8"

A3.02 6

7

A7.018

Typical

Office

Typical

Office

Typical

Office

Typical

Office

Typical

Toilet

Typical

Toilet

Typical

Warehouse

Typical

Warehouse

Typical

Reception

Typical

Reception

styrostud furring with R-6 closed cell strofom wall on concrete panel in conditioned spaces

10' h wall partion type 1

full height partition type 2

future toilet buildout

x3'

-0"

7' -0

"

x3'

-0"

7' -0

"

x3'

-0"

7' -0

"

x3'

-0"

8' -0

"

x3'

-0"

8' -0

"

x3'

-0"

8' -0

"x

3' -0

"7'

-0"

x3'

-0"

7' -0

"

x3' - 0" 7' - 0"x3' - 0" 7' - 0"

x3' - 0" 7' - 0"

x3' - 0" 7' - 0"x3' - 0" 7' - 0"

x3' - 0" 7' - 0"

storefront system

center partion on mullioncenter partion on mullion

center partion on reveal

14

' - 0

"

22

' - 0

"

11' - 5"

CLR

7' - 8"

R-15 insulation between office and adjacent suite

CLR

7' - 8

"

R-19 between office and warehouse including all bathroom partitions

R-38 above lay-in ceiling

A7.01

6

Typical

Warehouse

Typical

Office

Typical

Office

Typical

Reception

Typical

Toilet

Typical

Toilet

Typical

Office

Typical

Office

Typical

Warehouse

Typical

Reception

styrostud wall on concrete panel in conditioned spaces

full heighttype 2 partion

10' type 1 partions

x3'

-0"

7' -0

"

x3' - 0" 7' - 0"

x3' - 0" 7' - 0"x3' - 0" 7' - 0"

x3' - 0" 7' - 0"

x3' - 0" 7' - 0" x3' - 0" 7' - 0"

x3'

-0"

7' -0

"

x3'

-0"

8' -0

"

x3'

-0"

8' -0

"

storefront system

frameless storefront door

rollup metal door factory painted

hollow metal door painted

x3'

-0"

7' -0

"

x3'

-0"

7' -0

"

x3'

-0"

7' -0

"

x3'

-0"

8' -0

"

center on reveal

center on mullion

R-19 in all bathroom partions

R-19 between office and warehouse

R-19 between office and warehouse

styrostud furring with R-6 closed cell strofom wall on concrete panel in

conditioned spaces

R-15 insulation between office and adjacent space

1

1

1

1

1

sheet title:

sheet no.

drawn/checked by:

job no.

date:

ow

ne

r:

pro

jec

t / a

dd

re

ss:

tel. 702.598.1723

fax. 702.598.1724

mail@jawastudio com


Las Vegas NV 89104

re

v.:

da

te

:d

esc

rip

tio

n:










Oc

seal:

consultant:

3/1

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01

8 1

1:4

6:2

3 A

ME:\D

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pb

ox\0

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WA

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AS\2

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\1

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08.08.17

16057

Enlarged Floor Plans

Author / Checker

A3.01

1/4" = 1'-0"

1 First Floor - Building 100 - Typical Type 1 Entry

1/4" = 1'-0"

4 Typical Overhead Door Layout

1/8" = 1'-0"

2 Unit- Building 100 - Typical Buildout

1/8" = 1'-0"

3 Unit - Building 200 - Typical Buildout11

1

1

1

11

2/0

4/1

7Pla

n C

he

ck C

om

me

nts

10

' - 0

"

10' - 0"

6"concrete curb

tilt up concrete panel

5' - 0

"

apron


2" sq tubing

3/4" sq pickets

6' - 0

"

backing 1/8" steel plate

12

12

D.8 D.8

10' - 8"

12' - 0"

metal stud partition

hollow metal door


Electrical

19

' - 5

"4

' - 4

"

1' - 0"

x3'

-0"

7' -0

"

x3' - 0" 7' - 0" x3' - 0" 7' - 0"


1' - 0

"

D.8 D.8

14

14

8' - 0"

4' - 8

"

F.R.

1 hour rated metal stud partion type 3


6' - 8"

19' - 0"

hollow metal doorschlage hardware TYP

4' - 4

"4

' - 4

"


x3' - 0" 7' - 0"

x3'

-0"

7' -0

"

1' - 0"

13

' - 4

"

4' - 0"

4aA3.02

1

knox box typical1

ø 60"

A3.02 6

7C

LR

7' - 8

"

4"

CLR

7' - 8"

16"-18"

17"-1

9"

max34"

33"-3

6"

12" min

min

36"

min

18"

min

18"

min

1 1/

2"

min

24"

max

42"

33"-3

6"

39"-4

1"

min

18"

max

12" 42" min

39"-41"

8' - 0

"

20' - 0"

8' - 0

"


D.8

A4.031

1 hour rated

A4.032

concrete tilt-up panel wall

knox box

opening

sheet title:

sheet no.

drawn/checked by:

job no.

date:

ow

ne

r:

pro

jec

t / a

dd

re

ss:

tel. 702.598.1723

fax. 702.598.1724

mail@jawastudio com


Las Vegas NV 89104

re

v.:

da

te

:d

esc

rip

tio

n:










Oc

seal:

consultant:

3/1

6/2

01

8 1

1:4

6:2

5 A

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08.08.17

16057

Enlarged Floor Plans

Author / Checker

A3.02

1/2" = 1'-0"

1 Trash Enclosure Plan

1/2" = 1'-0"

2 Typical Trash Enclosure

1/4" = 1'-0"

3 Typical -Electrical Room

1/4" = 1'-0"

4 Typical- Fire Riser Room

1/2" = 1'-0"

5 Typical Bathroom

1/2" = 1'-0"

6 Bathroom 1

1/2" = 1'-0"

7 Bathroom 2

1/4" = 1'-0"

8 Typical ADA

1/4" = 1'-0"

4aFire Riser Room Section

1

1

1

11

2/0

4/1

7Pla

n C

he

ck C

om

me

nts

A.8

3/4"

3/4

"3

/4

"

6"

4 1

/2

"

typical concrete tilt-up panel

reveal

A.8

3/4

"3

/4

"

2 1

/2

"

4"

3/4"

typ concrete tilt-up panel

reveal

3/4"

3/8" 3/8"

3/4"

3/4

"

sealant and backer rod

24" X 24" piece ofDynaflex

deck flange secured to deck

mbr flashing cement, mbr utility cement,or hot asphalt

roof deck

strainer basket

gravel stop flange and sleeve

sealant furnished with drain

flashing clamping ring

flexible neoprene bellows body

taper to provide sump drain

2"

overflow drain

WALL

continuous bead of sealant

fastener 12" max oc

notes:1. flashing must be cut at inside and inside corners. do not bend around corners.2. flashing must be fastened within 1" max. of all section ends.3. bonding adhesive required between roofing and substrate for fully adhered systems.

built up roofing

sheet metal flashing

cast gap

substrate

1/2"

cant strip support

3 ply w/ 90# cap sheet(2) 40# plys

1

tilt up exterior wall

opening at roll up door

1/4" metal plate cast corner protector

sim: opposite hand

2 1/2"

2 1

/2

"

1

cant

roofing build up

flashing

2x 10 curb

4 x 6 supports

open

refer to structural for additional information

sheet title:

sheet no.

drawn/checked by:

job no.

date:

ow

ne

r:

pro

jec

t / a

dd

re

ss:

tel. 702.598.1723

fax. 702.598.1724

mail@jawastudio com


Las Vegas NV 89104

re

v.:

da

te

:d

esc

rip

tio

n:










Oc

seal:

consultant:

3/1

6/2

01

8 1

1:4

6:2

6 A

ME:\D

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pb

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1 JA

WA

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LA

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08.08.17

16057

Typical Details

Author / Checker

A4.01

3" = 1'-0"

1 Reveal

3" = 1'-0"

2 Top Reveal

1 1/2" = 1'-0"

3 Panel Chamfer

3" = 1'-0"

5 Roof Drain Typical

1 1/2" = 1'-0"

6 Roofing to Wall

1 1/2" = 1'-0"

7 Corner Protector

1 1/2" = 1'-0"

4 Roof Curb

11

2/0

4/1

7Pla

n C

he

ck C

om

me

nts

4'-0

" m

in. - 6

'-0

" m

ax.

4'-0" min. - 6'-0" max.

Plan View

interior non-load bearing partial height partition - refer to partition types

25 ga. 3 5/8" metal stud brace - fasten each end with (3) #8 sheet metal screws

45 degmax.

45 deg

max.

compression post detail compression post detail (alt)

steel stud compression post at 12'-0" oc. each way max

cross tee

12 ga. brace wires

main tee

steel tube compression post at 12'-0" oc. each way max

main teecross tee

compression stud to be 25 guage min.

1 5/8" stud - max length 6'-2"

2 1/2" stud - max length 10'-6"

compression tube to be emt conduit

1/2" dia. emt - max length 6'- 0"

3/4"dia. emt - max length 8'-6"

1" dia. emt - max length 10'-0"

suspended lay-in or gyp bd ceiling isometric

12 ga. hanger wire at 48" oc. each way - plumb within 1 in 6

main tee

cross tee

lay-in ceiling tile or gyp bd.

12 ga. perimeter hanger wire at 8"max from wall

perimeter wall angle - pop rivet tees to wall on two adjacent walls

1. all wires to have 3 tight turns within 3" of connection.

2. provide lateral bracing at 12'-0" oc. each way. refer to compression post detail for specific requirements.

3. light fixtures and mechanical devices weighing not more than 56 lbs. are to have two 12 ga. wires to the structure above.

4. lay-in ceiling system will comply with ASTM C 635 & ASTM C 636, ASCE 7-05 and CISCA requirements.

5. drywall grid system will comply with ASTM C 635 & ASTM & ASTM C 636, ASCE 7-05 ASTM C 754 and CISCA requirements.

1. all wires to have 3 tight turns within 3" of connection

2. compression posts to be located 12'-0" oc. max in both directions and no farther that 6'-0" from the perimeter wall

1. all wires to have 3 tight turns within 3" of connection

2. compression posts to be located 12'-0" oc. max in both directions and no farther that 6'-0" from the perimeter wall

Top of Slab

Wall base as scheduled

continuous 20 ga bottom track fastened to slab with 0.157" powder actuated fasteners at 32" O.C. Min. 1" embed

(1) layer 5/8" gypsum wall board each side of wall (full height) attached with min. 1" type "S" drywall screws at 16" O.C. min.

Full height metal studs - at 16" o.c.

Line of finished ceiling

Underside of Structure Above

Non-rated, non-load bearing interior metal stud partition, full height to underside of structure above. Provide sound attenutation batt where indicated on floor plans. (STC rating: 45)

Partition Type 2

Top of Slab




Full height metal studs - minimum 3 5/8" 20 gauge at 24" o.c.



Non-rated, non-load bearing interior metal stud partition, partial height to underside of ceiling. Provide sound attenutation batt where indicated on floor plans. (STC rating: 45)

Partition Type 3

25 ga. 3 5/8" metal studs at 4'-0" o.c., alternating directions. attach each end with (2) #8 sheet metal screws

Refer to alternate partition brace detail for optional bracing installation

Top of Slab




Full height metal studs - refer to span tables for required stud gauge and spacing



Non-rated, non-load bearing interior metal stud partition, partial height to 6" above heighest adjacent ceiling. Provide sound attenutation batt where indicated on floor plans. (STC rating: 45)

Min

.

6"

Partition Type 1

25 ga. 3 5/8" metal studs at 4'-0" o.c., alternating directions. attach each end with (2) #8 sheet metal screws

Refer to alternate partition brace detail for optional bracing installation

1/2

"

1 # 8 screw per stud typical connectioneach flange stud to steel track top and bottom



composite wall sheathed both sides full height with gypsum wall board per chapter 25 of 2012 IBCstuds braced by gypsum wall board each side5 psf max lateral loadFy(min) = 33KSIL/120 deflection limitfor height > 18'-0" and bracing >8'-0", submit engineering design and details.

General Notes:

Note: 1 hour fire rated wall per IBC 2012 table 721.1(2) 13-1.311

Metal Stud Height Chart

(25 GAUGE)

(22 GAUGE)

(20 GAUGE)

sheet title:

sheet no.

drawn/checked by:

job no.

date:

ow

ne

r:

pro

jec

t / a

dd

re

ss:

tel. 702.598.1723

fax. 702.598.1724

mail@jawastudio com


Las Vegas NV 89104

re

v.:

da

te

:d

esc

rip

tio

n:










Oc

seal:

consultant:

3/1

6/2

01

8 1

1:4

6:3

0 A

ME:\D

ro

pb

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1 JA

WA

STU

DIO

LA

S V

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08.08.17

16057

Typical Details

RM / JW

A4.023/4" = 1'-0"

2 Alternate Partition Brace1

3" = 1'-0"

3 Typical Ceiling Details1

1 1/2" = 1'-0"

1 Partition Types1

11

2/0

4/1

7Pla

n C

he

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om

me

nts

concrete tilt up panel

fire caulking

fire caulking

1 hour fire rated wall per IBC 2012 table 721.1(2) 13-1.3

5/8" gyp bd

5/8" gyp bd

25 ga. metal stud

3/4" plywood

fire caulking

fire caulking

5/8" gyp bd

25 ga. metal stud per plan

1 hour rated type 3 wall

one hour rated assembly 5/8" gyp bd

3/4" plywood

flat metal panelcontinuous caulk joint

metal channelexterior sheathing

channel closure with 4" end lapsweather barriermetal stud5/8" gyp bd

1/2

"

flat panel metalmetal channel

concrete panel

powder actuated shot pin per structural

metal stud

exterior sheathing

weather barrier

sealant with backer rod

caulking

concrete panel

shim as necessary 5/8" gyp bd

store front by manufacturer


shim as necessary

5/8" gyp bd


concrete panel

powder actuated shot pin per structural


2x4 metal stud

shim as necessary

5/8" gyp bd


weather barrier

batt insulation exterior sheathing

metal panel

concrete screw/ wood screw

adjustment bolt


storefront system

foundation

sheet title:

sheet no.

drawn/checked by:

job no.

date:

ow

ne

r:

pro

jec

t / a

dd

re

ss:

tel. 702.598.1723

fax. 702.598.1724

mail@jawastudio com


Las Vegas NV 89104

re

v.:

da

te

:d

esc

rip

tio

n:










Oc

seal:

consultant:

3/1

6/2

01

8 1

1:4

6:3

1 A

ME:\D

ro

pb

ox\0

1 JA

WA

STU

DIO

LA

S V

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AS\2

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6\1

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57

H

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om

pa

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t Site

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08.08.17

16057

Details

Author / Checker

A4.03

1 1/2" = 1'-0"

1 Fire Riser Ceiling at Concrete

1 1/2" = 1'-0"

2 Fire Riser Ceiling at Stud

1 1/2" = 1'-0"

3 Metal Panel Soffit to Wall

1 1/2" = 1'-0"

4 Metal Panel Soffit to Concrete Panel

1 1/2" = 1'-0"

5 Store Front Jamb Typical

1 1/2" = 1'-0"

6 Store Front Head at Concrete Panel

1 1/2" = 1'-0"

7 Store Front Head at Metal Stud

1 1/2" = 1'-0"

8 Store Front Sill

sheet added

1

1

1 1

11

1

1

11

2/0

4/1

7Pla

n C

he

ck C

om

me

nts



ABCDEFGHJKL A.8C.2D.83A5.02

1A5.02

2A5.02

----7

A5.01



1



2 3 4 5 6 7 81

type 2 partitionstype 1 partion



12 1613 14 158 9 10 114

A5.02

3' - 0

"

1

sheet title:

sheet no.

drawn/checked by:

job no.

date:

ow

ne

r:

pro

jec

t / a

dd

re

ss:

tel. 702.598.1723

fax. 702.598.1724

mail@jawastudio com


Las Vegas NV 89104

re

v.:

da

te

:d

esc

rip

tio

n:










Oc

seal:

consultant:

3/1

6/2

01

8 1

1:4

6:3

3 A

ME:\D

ro

pb

ox\0

1 JA

WA

STU

DIO

LA

S V

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08.08.17

16057

Building 100 - Sections

Author / Checker

A5.01

1/8" = 1'-0"

5 Building 100 Longitudinal N/S

1/8" = 1'-0"

6 Building 100 Longitudinal E/W - left

1/8" = 1'-0"

7 Building 100 Longitudinal E/W - right

11

2/0

4/1

7Pla

n C

he

ck C

om

me

nts

T ectonic Cop yright 2007



16 17 18

ledger per structural A4.014

A6.013

skylight

evaporative cooleropening per structural

AC opening per structural

5A5.01


1

1

126' - 0"

1


16 17 18


5A5.01

rollup warehouse door

23

' - 0

"



16 17 18

A4.014A4.01

6A6.01

1skylight

evaporative cooler

AC



1



A.8C.2D.8


A4.014

A4.015

A6.012

skylight

evaporative coolerAC

----7

A5.01

SK-32

1

sheet title:

sheet no.

drawn/checked by:

job no.

date:

ow

ne

r:

pro

jec

t / a

dd

re

ss:

tel. 702.598.1723

fax. 702.598.1724

mail@jawastudio com


Las Vegas NV 89104

re

v.:

da

te

:d

esc

rip

tio

n:










Oc

seal:

consultant:

3/1

6/2

01

8 1

1:4

6:3

4 A

ME:\D

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08.08.17

16057


Author / Checker

A5.02

1/8" = 1'-0"

1 Building 100 Section 2

1/8" = 1'-0"

2 Building 100 Section Through Panel

1/8" = 1'-0"

3 Building 100 Section Through Store Front

1/8" = 1'-0"

4 Building 100 Section 3

Sheet Added

1

11

2/0

4/1

7Pla

n C

he

ck C

om

me

nts


200 Parapet130' - 0"

1 2 3 4 5 6 7

A4.015

A4.015

A4.015


200 Parapet130' - 0"

3A5.03

4A5.03

8 9 10 11 12 13 15

A4.015

A4.015

A4.015

A4.015

built out suitetype 1 partition

130' - 0"

130' - 0"

127' - 2"

126' - 8 1/2"

1


A B C

200 Parapet130' - 0"

----2

A5.03

25' -

0"

23

' - 2

3

/4

"

ACCurb

TypicalEvaporative

Cooler

skylight


column per structural

type 3 partition


130' - 0"

130' - 0"

127' - 2"

126' - 2"

future bathroom

1

1


A B C

200 Parapet130' - 0"

----2

A5.03

concrete tilt-up panel wall1 hour rated ceiling

1 hour rated partition

A4.015

skylight ACCurb

Typical

EvaporativeCooler

future restroom

130' - 0"

126' - 2"

130' - 0"

127' - 2"

knox box1

1

1

128' - 0"

sheet title:

sheet no.

drawn/checked by:

job no.

date:

ow

ne

r:

pro

jec

t / a

dd

re

ss:

tel. 702.598.1723

fax. 702.598.1724

mail@jawastudio com


Las Vegas NV 89104

re

v.:

da

te

:d

esc

rip

tio

n:










Oc

seal:

consultant:

3/1

6/2

01

8 1

1:4

6:3

6 A

ME:\D

ro

pb

ox\0

1 JA

WA

STU

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LA

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08.08.17

16057


Author / Checker

A5.03

1/8" = 1'-0"

1 Building 200 Longitudinal E/W - left

1/8" = 1'-0"

2 Building 200 Longitudinal E/W - right

1/8" = 1'-0"

3 Building 200 Section Through Electrical

1/8" = 1'-0"

4 Building 200 Section Through FR

Sheet Added

1

1

1

11

2/0

4/1

7Pla

n C

he

ck C

om

me

nts


17

column footing see structural

built up roof

2 x wood nailer on steel roof joists 96" OC see structural

R-19 white scrim facing

steel beam see structural

steel column see structural

EvaporativeCooler




B A.8

built up roof

A4.016

opposite hand

2x wood nailer over steel roof joist 96" OC seet structural

ledger and fastener per structural

concrete tilt up exterior wall panel see structural exterior elevations TYP.

R-19 insulation white scrim facing

vent or reveal

anodized aluminum storefront system

metal panel over weather barrier over exterior sheathing

2x framing

cast in place concrete column

4" concrete walk

column footing see structural

expansion joint

6" slab over prepared base and subgrade see structural

bracing per structural

A4.033

A4.034

1

1 steel column per structural

steel header per structural1

R-19 in vertical partiion

R-38 on top of exterior soffit

Styro Stud with R-6 closed cell Styrofoam

blue tinted glass on outboard paneclear on inboard pane all glass temperedU-Value .48 SHGC .62 Projection Factor is .36

1

1

1



16

built up roofing

A4.016

ledger and fasteners per structural

steel joist per structural

R-19 insulation white scrim facing

2 x nailer over joists

steel joist 96" OC see structural

concrete slab

126' - 0"

sheet title:

sheet no.

drawn/checked by:

job no.

date:

ow

ne

r:

pro

jec

t / a

dd

re

ss:

tel. 702.598.1723

fax. 702.598.1724

mail@jawastudio com


Las Vegas NV 89104

re

v.:

da

te

:d

esc

rip

tio

n:










Oc

seal:

consultant:

3/1

6/2

01

8 1

1:4

6:3

7 A

ME:\D

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pb

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WA

STU

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08.08.17

16057

Building 100 - Wall Sections

Author / Checker

A6.01

1/4" = 1'-0"

1 Wall Section at Column

1/4" = 1'-0"

2 Wall Section TYP

1/4" = 1'-0"

3 Central Wall Section

Sheet Added

1

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4/1

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8' - 2

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16' - 0"

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8' - 2

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8' - 2

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TT T T

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3' - 6"4' - 0"

8' - 2

"

T

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24' - 0"

8' - 2

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sheet no.

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tel. 702.598.1723

fax. 702.598.1724

mail@jawastudio com


Las Vegas NV 89104

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08.08.17

16057

Store Fronts

Author / Checker

A7.01

1/2" = 1'-0"

1 Store Front A

1/2" = 1'-0"

2 Store Front B

1/2" = 1'-0"

3 Store Front C

1/2" = 1'-0"

4 Store Front D

1/2" = 1'-0"

5 Store Front E

1/2" = 1'-0"

6 Store Front F

1/2" = 1'-0"

7 Store Front G

1/2" = 1'-0"

8 Store Front H

Sheet Added

1

1 1 1

11 1

1

11

2/0

4/1

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