hampton enterprises - lincoln, nebraska

ABBREVIATIONS SHEET SCHEDULEPROJECT DATASYMBOL LEGENDLEGAL DESCRIPTION:BETHANY HEIGHTS, BLOCK 101, Lot 1 - 14, & VAC ALLEY ADJ & BLOCK 102 LOTS 1 - 7 & 11 - 14 & LOTS 8 -10 EX S100' & VAC ALLEY ADJ & VAC W ST ADJ, LINCOLN, NEBRASKA

ZONING:B-1

STORIES:ONE STORY / 12 FEET

GOVERNING CODES:2012 INTERNATIONAL BUILDING CODE2000 NFPA 101 LIFE SAFETY CODE2010 ADA STANDARDS FOR ACCESSIBLE DESIGN1991 FAIR HOUSING ACCESSIBILITY GUIDELINES2009 INTERNATIONAL ENERGY CONSERVATION CODE2014 NATIONAL ELECTRICAL CODE2006 INTERNATIONAL MECHANICAL CODE

OCCUPANCY TYPE:BUSINESS - B

TYPE OF CONSTRUCTION:TYPE V-B NON-FIRE RATED

WOOD DOOR FRAME TYPE TAG

DOOR NUMBER

ROOM NAME / ROOM NUMBER

-- - WALL ELEVATION

---

BUILDING / WALL SECTION

1i WALL TYPE TAG(NEW CONSTRUCTION)

1i BUILDING ELEVATIONALUMINUM FRAME TYPE TAG

? NEW CONSTRUCTION KEYNOTES

? DEMOLITION KEYNOTES

DOOR TYPE TAG CPTCTFLOOR TRANSITIONS

ALUM. CLAD WOOD WINDOWS

# TOILET ACCESSORY

#

#

#

#

100

#

Room Name#

H.M. FRAME TYPE TAG#

#

#

???EL- 100'-0"

NEW PARAPET - TYP.

NEW STONE CLAD TOWER

NEW METAL FENCE ON EXIST. RETAINING WALL

NEW STONE PIERS - TYP.

NEW STONE CLAD TOWER

NEW PARAPET - TYP.

VINE STREET

N 7

0TH

STR

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LYNN STREET

W STREET

NO

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BO

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BUILDINGS RECEIVING FACADE WORK

WIEBEDAVID P.

A-2449

TCETIHCRA

STATE OF NEBRASKA

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Date

Revisions

Project Number

© Copyright ADA 2020

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4/1/2021

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A0.0COVER SHEET

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APRIL 2021

HAMPTON ENTERPRISESMEADOWLANE SHOPPING CENTER FACADE REMODEL900 N 70TH STLINCOLN, NE

EXTERIOR RENDERINGSCALE: NONE

Architectural Design Associates

3410 'O' Street Lincoln, Nebraska 68510

www.adalincoln.comtel 402 486 3232

Suite A

I, DAVID WIEBE, AM THE COORDINATING PROFESSIONAL ON THE MEADOWLANE FACADE REMODEL PROJECT.STRUCTURAL

NOTE: GENERAL LIST - NOT ALL MAY APPLY

OPP SIM OPPOSITE SIMILAROTB OPEN TO BELOW

PART PARTIALPNL PANELPTD PAINTEDPTN PARTITION

R RADIUS / RISERE REGARDREC RECESSED / RECEPTICALREF REFERENCE DETAILREFL REFLECTEDREG REGISTERREINF REINFORCED

S SOUTH / SINKSCH SCHEDULESD SMOKE DAMPERSEC SECTIONSEP SEPARATESHT SHEETSHTG SHEATHINGSIM SIMILARSQ FT SQUARE FEETSS STAINLESS STEELSTL STEELSTR /STRUC

STRUCTURAL

T&B TOP AND BOTTOMT&G TONGUE AND GROOVET.O. TOP OFT.O.S. TOP OF STEELT.O.W. TOP OF WALLTG TEMPERED GLASSTYP. TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

VB VINYL BASEVCT VINYL COMPOSITION TILEVERT. VERTICALVTR VENT THRU ROOF

W/ WITHW/O WITHOUTWC WATER CLOSETWD WOODWIN WINDOWWP WATERROOFWWF WELDED FIRE FABRIC

GL GLASSGRAN GRANULAR (FILL)GYP BD GYPSUM BOARD

HC HOLLOWCOREHDWR HARDWAREHM HOLLOW METALHOR HORIZONTALHR HANDRAILHT HEIGHTHW HOTWATER

ID INSIDE DIAMETERINCAND INCANDESCENTINCL INCLUDE(D)/INCLUDINGINST INSTALLEDINSUL INSULATIONINT INTERIORINV INVERT

JAN JANITORS CLOSETJT JOINT

KD KNOCK DOWNKO KNOCK OUT

LAM LAMINATEDLAV LAVATORYLDR LEADERLTL LINTELLVL LAMINATED VENEER LUMBERLW LIGHTWEIGHT

MAX MAXIMUMMECH MECHICALMET METALMFG MANUFACTURERMIN MINIMUMMISC MISCELLANOUOSMO MASONRY OPENINGMTL MATERIAL

N NORTHNIC NOT IN CONTRACTNO NUMBERNOM NOMINALNTS NOT TO SCALE

OC ON CENTEROD OUTSIDE DIAMETEROPNG OPENING

ACS ACOUSTICAL CEILING SYSTEMAFF ABOVE FINISH FLOORAL ALUMINUMALT ALTERNATE

BLKG BLOCKINGBO BY OWNERBRG BEARING

CATV UNDERGROUND CABLE TELECJ CONTROL JOINTCLG CEILINGCMU CONCRETE MASONRY UNITCOL COLUMNCOMP COMPRESSIBLECONC CONCRETECONT CONTINUOUSCOORD COORDINATECT CERAMIC TILECU CONDENSING UNIT

(D) DEMOLITIONDEMO DEMOLITIONDIA DIAMETERDIM DIMENSIONDN DOWNDR DOOR

(E) EXISTINGE EASTEL ELEVATIONELEC ELECTRIC(AL)ELEV ELEVATOREQUIP EQUIPMENTEXP EXPOSED

F FACE OFFD FLOOR DRAINFEC FIRE EXTINGUISHER CABINETFEP FINISHED END PANELFFE FURNITURE, FIXTURES & EQUIP.FIX FIXTUREFOB FACE OF BRICK/BLOCKFOW FACE OF WALLFR FIRE RATEDFTN FOOTINGFV FIELD VERIFY

G GASGA GAUGEGALV GALVANIZED

General InformationA0.0 COVER SHEET

ARCHITECTURALA1.0 SITE PLANA1.1 MAIN LEVEL FLOOR PLANA1.2 FLOOR PLANSA3.1 FIRST FLOOR REFLECTED CEILING PLANA3.2 REFLECTED CEILING PLANSA4.1 ROOF PLANA5.1 EXTERIOR ELEVATIONS - EAST BUILDINGA5.2 EXTERIOR ELEVATIONS - NORTH BUILDINGA5.3 EXTERIOR ELEVATIONS - BUILDING 2A6.1 WALL SECTIONSA6.2 WALL SECTIONSA6.3 WALL DETAILS

STRUCTURALS101 ROOF FRAMING PLANS200 GENERAL NOTES & DETAILS

1" = 160'-0"A0.02 VICINITY PLAN

A. NO CHANGES TO EXISTING USES OR PARKING PROPOSED.

B. EXISTING BUILDINGS TO REMAIN.

C. PERFORM ALL CONSTRUCTION WORK IN ACCORDANCE WITH ALL LOCAL GOVERNING CODES TO INCLUDE, BUT NOT LIMITED TOBUILDING, FIRE, HEALTH AND ACCESSIBILITY. PROVIDE ALL REQUIRED PERMITS AND INSPECTIONS. PAY ALL ASSOCIATEDFEES.

D. PROTECT EXISTING STRUCTURES AND PROPERTY NOT SCHEDULED FOR DEMOLITION FROM DAMAGE - INCLUDES BUT NOTLIMITED TO: BUILDINGS, UTILITIES, WALKS, LANDSCAPING AND LAWN AREAS - REPAIR OR REPLACE DAMAGED AREA TOPREVIOUS CONDITION SUBJECT TO THE APPROVAL OF THE OWNER AND AT NO COST TO THE OWNER.

E. FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS SHOWN OR OTHERWISE INDICATED ON THE DRAWINGS. ANY DISCREPANCIESSHALL BE IMMEDIATELY COMMUNICATED AND DESCRIBED TO THE ARCHITECT.

F. COORDINATE WITH THE CITY THE SCHEDULING OF WORK THAT WILL AFFECT ANY PORTION OF CITY OWNED PROPERTY,INCLUDING ALL UTILITIES.

G. COORDINATE WITH THE OWNER THE SCHEDULING OF WORK TO BE DONE THAT WILL AFFECT THE USE OF ANY PORTION OFTHE BUILDINGS OR SITE, INCLUDING ALL UTILITIES, ETC.

H. CONTRACTOR SHALL BE RESPOSIBLE FOR CONTROLLING FINAL FINISH GRADING, FOR SEEDING AREA AND OR SLOPE OFSLABS, DRIVES, SWALES, ETC. TO ASSURE POSITIVE DRAINAGE OF SITE WITHOUT PONDING OF WATER.

I. THE DIMENSIONS ON THE FLOOR PLANS ARE TO FACE OF BRICK, CONCRETE BLOCK AND FACE OF ROUGH FRAMING UNLESSOTHERWISE NOTED AS CLEAR (CLR.) DIMENSIONS BETWEEN FINISHES. ALL DIMENSIONS ARE ACTUAL.

J. DETERMINE LOCATION AND PROTECTION OF ALL UTILITIES, INCLUDING ANY THAT MAY NOT BE SHOWN ON THESE DRAWINGS.

K. PROVIDE CONTINUOUS SOLID BLOCKING IN WALLS AS REQUIRED TO ANCHOR ALL CASEWORK, SHELVES, ACCESSORIES,EQUIPMENT, ETC. SHOWN WHETHER CALLED OUT AS PROVIDE BY CONTRACTOR OR BY OWNER OR N.I.C.

L. INSTALL GYP BD CONTROL JOINTS AT 40' O.C. MIN. (AND AT LOCATIONS AS SHOWN) AT ALL GYP BD CEILINGS, WALLS, ANDBULKHEADS.

M. PROVIDE TREATED LUMBER, CONFORMING TO CODE REQUIREMENTS, AT ALL WOOD IN CONTACT WITH CONCRETE ORMASONRY.

N. NEW SIGNAGE IS NOT INTENDED OR PROVIDED UNDER THIS PERMIT. A SEPARATE PERMIT WILL BE APPLIED FOR BY THESIGNAGE COMPANY AT A LATER DATE.

O. IMMEDIATELY PRIOR TO SUBSTANTIAL COMPLETION - THOROUGHLY CLEAN ALL SURFACES IN PROJECT AREAS - AND IN AREASAFFECTED BY CONSTRUCTION.

P IF CONFLICTS EXIST BETWEEN DOCUMENTS, THE MORE STRINGENT REQUIREMENT SHALL GOVERN.

1. REMOVE EXISTING FABRIC AWNINGS.

2. REVISE EXISTING BUILDING FACADES.

3. ADD PEIRS AND FENCING AT CENTER ENTRANCE.

SCOPE OF WORK:GENERAL NOTES:

1201 O Street, Suite 310 Lincoln, NE 68508p.402.477.7460 - www.royouker.com

# Date

VIN

E S

TRE

ET

"X"

STR

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T 353.

72'

646.11'

143.

17'

99.95'

211.

00'

EAST BUILDING

NO

RTH

BU

ILD

ING

BUILDING 2

70TH STREET

SE

CO

ND

FLO

OR

192019202020

12 12

20 SURPLUS STALLS FOR SEASONAL SALES

VAN

12 10 18

3

9

4

37

26

19

6

20

13

10

4

11

75

2

8

ON

E W

AY

'ONE WAY' SIGNAGE

'ONE WAY' SIGNAGE

MA

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WIEBEDAVID P.

A-2449

TCETIHCRA

STATE OF NEBRASKA

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1" = 30'-0"A1.01 SITE PLAN

PARKING STALL TOTALSZONING = B-1

EXISTING OFFICE/RETAIL: 53,714 SF / 300 = 180 STALLSEXISTING RESTAURANT/BAR: 11,200 SF / 100 = 112 STALLSTOTAL REQUIRED = 292 STALLS

EXISTING = 319 STALLSOUTDOOR SEASONAL SALES = -20 STALLSTOTAL AVAILABLE = 299 STALLS(HANDICAPPED STALLS REQUIRED = 8 STALLS, INC. 1 VAN)

PARKING STALLSTYPICAL STALLS: 8'-6" x 17'-6" MIN. (15'-6" AT CURB)PARALLEL STALLS: 8' x 22'

# Date

DN

A5.13

A5.2

3

A5.1

1

A5.3

21

21

20

20

19

19

18

18

17

17

16

16

15

15

14

14

13

13

12

12

11

11

10

10

9

9

8

8

7

7

6

6

5

5

4

4

3

3

2

2

1/NJ

1/NJ

A A

B

E

V V

T T

U U

N12N12

N13

N11N11

N10N10

N9

N8N8

N7N7

N6N6

N5N5

N4N4

N3N3

N2N2

N1N1

NH

NH

NF

NF

NE

NE

NC

NC

NB

NB

NA

NA

ACEHARDWARE

A

ACEHARDWARE

B

ACEHARDWARE

C

SUITED

AVAILABLE

SUITEE

AVAILABLE

SUITEF

AVAILABLE

VALENTINO'SG

SUITEH

AVAILABLE

GROUNDUP

KITCHENJ

GREATWALL

CHINESEREST.

K

HONESTABE'S

M

HONESTABE'S

L

"ONEMORE" BAR

N

SUBWAYO

AVIDSALON

P

THE FITCANINE

INC.Q

A5.2 1

A5.22

1

A5.3

2

A5.33

A5.3

4

A5.1

2

2A6.1

1A6.1

3A6.1

2A6.2

646.11'

143.

17'

2'-0"

2'-0"16'-0"2'-0"

2'-0

"

2'-0

"13

'-9" F

.V.

2'-0

"

2'-0

"13

'-9" F

.V.

2'-0

"

2'-0" 16'-0" 2'-0"

2'-0

"

3A6.2

20'-0"

2'-5

1/4

" F.V

.

5'-0"

F.V

.4'

-3 5

/8"

F.V.2'-10"

3'-0

"

F.V.

26'-10"

6'-0"

F.V

.

15'-2

"

11'-8

1/4

"

6'-0

"6'

-0"

6'-0

"12

'-0"

6'-0

"6'

-0"

6'-0

"2'

-5"

A1.22

1

1

22223232 133

3

88'-4

" F.V

.

3

2

2

1

1

1

4

4

4

4

1

1

2

3

2

1

1

1A6.2

MA

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H L

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5 5

TYP.

6

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WIEBEDAVID P.

A-2449

TCETIHCRA

STATE OF NEBRASKA

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SHEET KEYNOTES

1 NEW THIN STONE VENEER ON EXIST. WALL2 WRAP EXISTING BRICK COLUMN WITH THIN STONE VENEER3 EXISTING BRICK COLUMN TO REMAIN - PAINT DARK GRAY4 6' WIDE THERMALLY BROKEN ALUMINUM STOREFRONT WINDOW -

451T - F.V. OPENING HEIGHT - A/A1.25 NEW 30" HIGH METAL FENCE ATTACHED TO TOP OF EXISTING WALL6 ARCHITECTURAL CAST STONE COLUMN CAP - SEE DETAIL 7/A6.3

1/16" = 1'-0"A1.11 MAIN LEVEL SUITE PLANS

# Date

A5.2 3

N12

N12

N13

N13

N11

N11

N10

N10

N9

N9

N8

N8

N7

N7

N6

N6

N5

N5

N4

N4

N3

N3

N2

N2

N1

N1

NF NF

NE NE

NC NC

NB NB

ND ND

12'-0" F.V.

F.V

.

10'-3

1/2

"

F.V.

17'-8 1/4"

20'-0" F.V.

4554 78777775 44 8

TYP. TYP.

A5.2

1

N5N5

N4N4

N3N3

N2N2

N1N1

NH

NH

NF

NF

6'-0"

F.V

.

15'-2

"

6'-0

"6'

-0"

6'-0

"12

'-0"

6'-0

"6'

-0"

6'-0

"2'

-5"

3

3

4

4

3

3

5

6

6

5

4

4

A5.22

A

A

A

A

N5N5

N4N4

N3N3

N2N2

N1N1

NH

NH

NF

NF

3'-0

"3'

-0"

3'-0

"3'

-0"

3'-0

"3'

-0"

3'-0

"3'

-0"

1

2

2

1

1

2

2

1

2" 2'-9" 2" 2'-9" 2"

A

2"6'

-2"

2"

1'-1

1" F

.V.

6'-6

" F.V

.

6'-0"

NOTES:1. WINDOW FRAME TO BE CLEAR ANODIXED 2x4 1/2" THERMALLY BROKEN.

2. GLAZING TO BE CLEAR, LOW-E, INSULATED.

3. INTERIOR FINISH TO BE GYP. BD. RETURNS.

Date

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WIEBEDAVID P.

A-2449

TCETIHCRA

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1/16" = 1'-0"A1.23 NORTH BUILDING FIRST FLOOR

1/8" = 1'-0"A1.22 WINDOW ALTERATIONS

1/8" = 1'-0"A1.21 WINDOW ALTERATIONS DEMO

SHEET KEYNOTES

1 DEMO EXIST. WINDOW2 DEMO PORTION OF INFILL STUD WALL TO WIDEN WINDOW OPENING3 6' WIDE THERMALLY BROKEN ALUMINUM STOREFRONT WINDOW -

451T - F.V. OPENING HEIGHT - A/A1.24 NEW THIN STONE VENEER ON EXIST. WALL5 WRAP EXISTING BRICK COLUMN WITH THIN STONE VENEER6 NEW LED SCONCE LIGHT FIXTURE7 EXISTING BRICK COLUMN TO REMAIN - PAINT DARK GRAY8 REPLACE EXIST. SCONCE WITH NEW LED LIGHT FIXTURE

3/8" = 1'-0"A1.2A ALUMINUM FRAME TYPES

# Date

21

21

20

20

19

19

18

18

17

17

16

16

15

15

14

14

13

13

12

12

11

11

10

10

9

9

8

8

7

7

6

6

5

5

4

4

3

3

2

2

1/NJ

1/NJ

A A

B

C

D

EE

Y

V

T T

W W

Z Z

X X

U U

AA

N12N12

N13N13

N11N11

N10N10

N9

N8N8

N7N7

N6N6

N5N5

N4N4

N3N3

N2N2

N1N1

NH

NH

NF

NF

NE

NE

NC

NC

NB

NB

2A6.1

1A6.1

3A6.1

ND

ND

2A6.2

2A6.1 Sim

1A6.1 Sim

1A6.1 Sim

TRANS.CANOPY TRANS.CANOPYTRANS.CANOPY TRANS.CANOPY

A3.23

A3.21

A3.22

1A6.2

12'-0

"12

'-0"

12'-0

"12

'-0"

12'-0

"12

'-0"

12'-0

"12

'-0"

96'-0

"

NEW CAN LIGHTS AT 11'-0" O.C.NEW CAN LIGHTS AT 11'-0" O.C.NEW CAN LIGHTS AT 11'-0" O.C. NEW CAN LIGHTS AT 11'-0" O.C. NEW CAN LIGHTS AT 11'-0" O.C.

MA

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Sim

A3.24

Date

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WIEBEDAVID P.

A-2449

TCETIHCRA

STATE OF NEBRASKA

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CEILING PLAN

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1/16" = 1'-0"A3.11 CEILING PLAN

# Date

10

10

9

9

8

8

7

7

6

6

5

5

4

4

3

3

2

2

1/NJ

1/NJ

A A

BB

N9

N8N8

N7N7

N6N6

N5N5

N4N4

NH

NH

NF

NF

NE

NE

/1 A3.2

11'-0" TYP.

1

1

1

2

1

3

1

1

1

1

1

1

1

1 1

2 4

3TYP.

TYP.

TYP.

TRANS.CANOPY

5

3A6.1 Sim

46 6 3

TYP. TYP.

6 4

2A6.1 Sim

1A6.1 Sim

7 7

2

8888

21

21

20

20

19

19

18

18

17

17

16

16

15

15

14

14

13

13

12

12

11

11

10

10

A A

B B

2A6.1

1A6.1

3A6.1

/3 A3.2

374 644 66 555467 3

TYP. TYP. TYP. TYP.

TRANS.CANOPY TRANS.CANOPYTRANS.CANOPY

1A6.288 8 8

2A6.1 Sim

1A6.1 Sim

3

6

4

3

7

4

8

REFLECTED CEILING LEGEND

GWB SUSPENDED CEILING / SOFFIT

LED WALL SCONCE

RECESSED LED CAN LIGHT

N2N2

N1N1

NE

NE

NC

NC

NB

NB

ND

ND

12

Date

Revisions

Project Number


WIEBEDAVID P.

A-2449

TCETIHCRA

STATE OF NEBRASKA

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A3.2REFLECTED CEILING PLANS

HA

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1/8" = 1'-0"A3.23 NORTH HALF RCP

1/8" = 1'-0"A3.21 SOUTH HALF RCP

1/8" = 1'-0"A3.22 BUILDING 2 RCP

SHEET KEYNOTES

1 REPLACE EXIST CAN LIGHT WITH NEW RECESSED LED CAN LIGHT2 EXISTING FLAT CANOPY CEILING TO REMAIN - PAINT3 NEW LED SCONCE LIGHT FIXTURE4 HARD COAT EIFS FINISH ON 5/8" GLASS MAT SHEATHING5 1 1/2" EIFS6 DEMO ARCHED CEILING - PREP FOR NEW FLAT CEILING7 NEW RECESSED LED CAN LIGHT8 DRAFT STOP - EXTEND 1/2" OSB FROM TOP OF SOFFIT TO UNDER

SIDE OF ROOF DECK

1/8" = 1'-0"A3.24 NORTH BUILDING FIRST FLOOR

# Date

A5.13

A5.2

3

A5.1

1

A5.3

21

21

20

20

19

19

18

18

17

17

16

16

15

15

14

14

13

13

12

12

11

11

10

10

9

9

8

8

7

7

6

6

5

5

4

4

3

3

2

2

1/NJ

1/NJ

A A

B B

C C

D D

E E

Y

V

T T

W W

Z Z

X X

U U

AA

N12N12

N13N13

N11N11

N10N10

N9N9

N8N8

N7N7

N6N6

N5N5

N4N4

N3N3

N2N2

N1N1

NH

NF

NF

NE

NE

NC

NC

NB

NB

NA

NA

A5.2 1

A5.22

1

A5.3

2

A5.33

A5.3

4

A5.1

2

2A6.1

41'-0" (FINISH) 39'-2" (FINISH)

1A6.1

3A6.1

ND

ND

2A6.2

70'-0

" (FI

NIS

H)

112'-0" (FINISH) 42'-0" (FINISH)

51'-1

0" (

FIN

ISH

)

17'-5 1/2" (FRAMING)

51'-5

1/2

" (FR

AM

ING

)

17'-10" (FINISH)

8'-0

"

8'-0"

8'-0"

38'-9 1/2" (FRAMING)41'-7 1/2" (FRAMING)40'-7 1/2" (FRAMING)

8'-0

"

8'-0

"

111'-7 1/2" (FRAMING)

69'-7

1/2

" (FR

AM

ING

)

10'-0"

10'-0"

14'-9

1/2

" (FR

AM

ING

)

5'-7 1/2" (FRAMING)

3'-7

1/2

" (FR

AM

ING

)

19'-7 1/2" (FRAMING)

4'-0

" (FI

NIS

H)

20'-0" (FINISH)

2A6.2 SimF.

V.

15'-2

" (FI

NIS

H)

6'-0" (FINISH)

3A6.3

2A6.1 Sim

1A6.1 Sim

2A6.1 Sim

1A6.1 Sim

2A6.1 Sim

1A6.1 Sim

2A6.1 Sim

1A6.1 Sim

1

1

2" /

1'-0

"

2" / 1'-0"

2

3

3

3

3 22323232

3

EQ EQ EQ

1A6.2

EQ EQ EQEQ EQ EQEQ EQ EQ EQ EQ EQ EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

4

4444

4

11'-6

" F.V

.

8'-0

"

Date

Revisions

Project Number


WIEBEDAVID P.

A-2449

TCETIHCRA

STATE OF NEBRASKA

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A4.1ROOF PLAN

HA

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SHEET KEYNOTES

1 PRE-FINISHED SHEET METAL ROOFING WITH DRIP EDGE2 PRE-FINISHED COPING CAP WITH CONT. CLEAT ON NEW 8" CURB3 PRE-FINISHED COPING CAP WITH CONT. CLEAT ON NEW PARAPET

WALL4 SLOPED PARAPET BRACING WALL - HOLD TOP 4" BELOW PARAPET

COPING CAP - SEE STR.

1/16" = 1'-0"A4.11 ROOF PLAN

# Date

NORTH BUILDING FIRST FLOOR84'-0"

NORTH BUILDING SECOND FLOOR94'-8"

10987654321/NJ

SUITE A-B93'-4"

SUITE A-B93'-4"

A-B T.O. CMU107'-4"

A-B T.O. CMU107'-4"

NORTH BUILDING JOIST BRG106'-8"

NHNFNE

/2 A5.1

F.V.

112'-0"

1 21

3 4 5

1

4

6 7 15

8 9 4

2 1 2 1

5 410

TYP.

10

TYP.

2'-0"25'-6"2'-0"25'-6"2'-0"25'-6"2'-0"25'-6"2'-0"25'-4 1/4"24'-7 1/4"2'-0"24'-6"

1312

TYP.

12

TYP. 13

12

TYP.

TYP.

TYP.

SUITE M (SOUTH ELEV.)100'-0"

L-M T.O. CMU113'-4"

212019181716151413121110

/1 A5.1

2A6.1

39'-2"

42'-0"

F.V.

41'-0"

1A6.1

SIGN ELEVATION88'-0"

1 2 1

5 4

8 9 4

6 1

5 4

6 1

8 9 4

5 4

6

8 9 4

5 4

6

7

1

10

TYP.

10

TYP.

1A6.2

16'-6 5/8"2'-0"16'-6 5/8"2'-0"16'-6 5/8"18'-0 1/8"2'-0"18'-0 1/8"2'-0"18'-0 1/8"

20'-9 1/2"2'-0"20'-9 1/2"

17'-6"2'-0"17'-6"2'-0"25'-6"2'-0"

1212 54

1312

TYP.

TYP.

13

TYP.TYP.


L-M T.O. CMU113'-4"

A BC D EY V TWZ X U

3'-0"

9 54

4

7

6

10

5

5411

3A6.3

1212

Date

Revisions

Project Number


WIEBEDAVID P.

A-2449

TCETIHCRA

STATE OF NEBRASKA

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A5.1EXTERIOR ELEVATIONS -

EAST BUILDING

HA

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1/8" = 1'-0"A5.11 EAST BUILDING - WEST ELEVATION - NORTH HALF

1/8" = 1'-0"A5.12 EAST BUILDING - WEST ELEVATION - SOUTH HALF

1/8" = 1'-0"A5.13 EAST BUILDING - SOUTH ELEVATION

SHEET KEYNOTES

1 EXISTING BRICK TO REMAIN - PAINT LIGHT GRAY2 EXISTING BRICK COLUMN TO REMAIN - PAINT DARK GRAY3 NEW 1 1/2" EIFS ON EXIST. CONC. PANEL4 PRE-FINISHED COPING CAP WITH CONTINUOUS CLEAT5 1 1/2" EIFS6 WRAP EXISTING BRICK COLUMN WITH THIN STONE VENEER7 NEW THIN STONE VENEER ON EXIST. WALL8 PRE-FINISHED METAL DRIP EDGE FLASHING9 METAL CONCEALED FASTENER LAP SIDING - DELTA 16T10 NEW LED SCONCE LIGHT FIXTURE11 EXISTING STUCCO FINISH MASONRY WALL - PAINT LIGHT GRAY12 'V' GROOVE IN EIFS13 SIGN MOUNTING CHANNEL IN EIFS

# Date




N12N13 N11 N10 N9 N8 N7 N6 N5 N4 N3 N2 N1

12'-0"

1 12 2

34

5 6255 4 267 7 7111111 2 2

3 8 8 9

3

77

10

2" 1'-0"

8

16

TYP.16

TYP.

SIGNAGE BY OTHERS

1719

17

19





A B

SUITE A-B93'-4"

A-B T.O. CMU107'-4"



N9N8N7N6N5N4N3N2N1

NORTH BUILDING - SW ENTRANCE90'-0"


F.V.

15'-2"

70'-0"

2A6.1 Sim

8'-0

"

2" 1'-0"

2A6.2 Sim

4

9

10

7 3

2

11

11 11 11

5 45

12 8 13

1 1 1 12 2

SIGNAGE BY OTHERS

6'-6

"1'

-11"

7 1919





1/NJ

SUITE A-B93'-4"

A-B T.O. CMU107'-4"



NHNFNENCNBNA


ND

6'-0"

2A6.1 Sim

73

7

1

2 2 4

9

12

8

13

5

10

14 152

1 2

8 1718

Date

Revisions

Project Number


WIEBEDAVID P.

A-2449

TCETIHCRA

STATE OF NEBRASKA

*

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NORTH BUILDING

HA

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1/8" = 1'-0"A5.21 NORTH BUILDING - NORTH WALL

1/8" = 1'-0"A5.22 NORTH BUILDING - SOUTH ELEVATION

1/8" = 1'-0"A5.23 NORTH BUILDING - WEST ELEVATION

SHEET KEYNOTES

1 EXISTING BRICK COLUMN TO REMAIN - PAINT DARK GRAY2 EXISTING BRICK TO REMAIN - PAINT LIGHT GRAY3 REMOVE AND REPLACE EXIST. CEMENTIOUS PANELS AT HATCHED

AREA - CAULK PERIMETER - PAINT LIGHT GRAY4 NEW THIN STONE VENEER ON EXIST. WALL5 WRAP EXISTING BRICK COLUMN WITH THIN STONE VENEER6 NEW 1 1/2" EIFS ON EXIST. CONC. PANEL - DARK GRAY7 EXISTING CONC. PANEL TO REMAIN UNCHANGED8 PRE-FINISHED COPING CAP WITH CONTINUOUS CLEAT9 THIN STONE VENEER10 PRE-FINISHED SHEET METAL ROOFING WITH DRIP EDGE11 6' WIDE THERMALLY BROKEN ALUMINUM STOREFRONT WINDOW -

451T - F.V. OPENING HEIGHT - A/A1.212 METAL CONCEALED FASTENER LAP SIDING - DELTA 16T13 PRE-FINISHED METAL DRIP EDGE FLASHING14 NEW 1 1/2" EIFS ON EXIST. CONC. PANEL15 1 1/2" EIFS16 REPLACE EXIST. SCONCE WITH NEW LED LIGHT FIXTURE17 SIGN MOUNTING CHANNEL IN EIFS18 'V' GROOVE IN EIFS19 SIGN MOUNTING CHANNEL ON EXIST. CONC. PANELS

# Date

SUITE H-K N98'-0" SUITE G O-Q

96'-8"

SOUTH BUILDING TOW111'-4"

4'-0"

F.V.

51'-10"

5

2

6

3

1

78

10

1198

5 1

4

22'-5" 2'-0" 22'-5 1/4" 2'-0" 22'-1" 2'-0" 22'-1"

12

2A6.1 Sim 1

A6.1 Sim

SUITE G O-Q96'-8"


SIGNAGE BY OTHERS

2A6.2

20'-0"

8'-0

"

2" 1'-0"

12

3

4

5

6

7

8

9

8

SUITE H-K N98'-0"SUITE G O-Q

96'-8"


4'-5 3/8"

4'-0"

3'-4

"8'

-0"

2

11

9

8

7

3

4

SUITE H-K N98'-0"


2A6.2

8'-0

"

20'-0"

F.V.

17'-10".

1

2

7

5

6

11

9

8

3

4122"

1'-0"

Date

Revisions

Project Number


WIEBEDAVID P.

A-2449

TCETIHCRA

STATE OF NEBRASKA

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BUILDING 2

HA

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SHEET KEYNOTES

1 EXISTING BRICK TO REMAIN - PAINT LIGHT GRAY2 NEW THIN STONE VENEER ON EXIST. WALL3 THIN STONE VENEER4 PRE-FINISHED SHEET METAL ROOFING WITH DRIP EDGE5 WRAP EXISTING BRICK COLUMN WITH THIN STONE VENEER6 NEW LED SCONCE LIGHT FIXTURE7 1 1/2" EIFS8 PRE-FINISHED COPING CAP WITH CONTINUOUS CLEAT9 METAL CONCEALED FASTENER LAP SIDING - DELTA 16T10 EXISTING BRICK COLUMN TO REMAIN - PAINT DARK GRAY11 PRE-FINISHED METAL DRIP EDGE FLASHING12 SIGN MOUNTING CHANNEL IN EIFS

1/8" = 1'-0"A5.31 BUILDING 2 - NORTH ELEVATION

1/8" = 1'-0"A5.32 BUILDING 2 - WEST ELEVATION

1/8" = 1'-0"A5.33 BUILDING 2 - SOUTH ELEVATION

1/8" = 1'-0"A5.34 BUILDING 2 - EAST ELEVATION

# Date

H-K T.O. CMU112'-0"

A B

SUITE H-K N98'-0"

8"4'

-0" F

.V.

Sim

A6.36

METAL CONCEALED FASTENERLAP SIDING - DELTA 16T

PRE-FINISHED COPING CAP WITHCONTINUOUS CLEAT


2x WOOD BLOCKING AS REQUIRED

60-MIL FULLY-ADHERED EPDM ROOFING -EXTEND UP FACE OF WALL 8" MIN.

PRE-FINISHED METAL DRIP EDGE FLASHING

EXISTING ROOFING AND STRUCTURE TOREMAIN

2x10 WOOD FRAMING AT 24” O.C.

EXISTING 2x CANOPY STRUCTURE TO REMAIN- REMOVE EXISTING FABRIC AWNINGS - PREPSURFACE FOR NEW EIFS FINISH

1 1/2" EIFS

60-MIL FULLY-ADHERED EPDM ROOFING -EXTEND UP FACE OF WALL - LAP OVER TOPOF WALL UNDER COPING CAP

HARD COAT EIFS FINISH ON 5/8"GLASS MAT SHEATHING

1 1/2" EIFS


NEW LED SCONCE LIGHT FIXTURE

WRAP EXISTING BRICK COLUMNWITH THIN STONE VENEER

3A6.3

2'-4

"2'

-4"

A6.39

ALUMINUM SIGN MOUNTINGCHANNEL WITH SNAP FIT METAL

CAP

5'-8

" +/-

WEEP SCREED

L-M T.O. CMU113'-4"

A B

SUITE L99'-4"

2'-4

"1'

-8"

8"5'

-4"

4'-0

" F.V

.6'

-0"

Sim

A6.35

Sim

A6.31

3A6.1 Sim

WRAP EXISTING BRICK COLUMNWITH THIN STONE VENEER


1 1/2" EIFS



1 1/2" EIFS

PRE-FINIDHED METAL DRIP EDGEFLASHING - MATCH HEIGHT OF

AND ALIGN WITH ADJACENTCOPING CAP

EXTERIOR WALL SHEATHING WITHFLUID APPLIED WEATHER BARRIER

- SEE STR.


7/8" HAT CHANNEL AT 16" O.C.



DOUBLE 2x WOOD TOP PLATE - SEE STR.


EXTERIOR WALL SHEATHING - SEE STR.


TIE NEW EPDM FOR PARAPET WALLS INTOEXISTING ROOF MEMBRANE





CAP

5'-8

" +/-

Sim

A6.39

WEEP SCREED

TUBE STEEL BRACE AT END WALL -SEE STR. - TYP.

11A6.3 Sim

12A6.3 Sim

F-G T.O. CMU110'-8"

H-K T.O. CMU112'-0"

15

SUITE G O-Q96'-8"

6'-0

"

Sim

A6.35

A6.32

Sim

A6.31

WRAP EXISTING BRICK COLUMN WITH THINSTONE VENEER


HARD COAT EIFS FINISH ON 5/8" GLASS MATSHEATHING






1 1/2" EIFS

PRE-FINISHED METAL DRIP EDGE FLASHING

METAL CONCEALED FASTENER LAP SIDING -DELTA 16T


EXTERIOR WALL SHEATHING WITH FLUIDAPPLIED WEATHER BARRIER - SEE STR.



DOUBLE 2x WOOD TOP PLATE -SEE STR.


EXTERIOR WALL SHEATHING - SEESTR.

60-MIL FULLY-ADHERED EPDMROOFING - EXTEND UP FACE OFWALL - LAP OVER TOP OF WALL

UNDER COPING CAP

TIE NEW EPDM FOR PARAPETWALLS INTO EXISTING ROOF

MEMBRANE

EXISTING ROOFING ANDSTRUCTURE TO REMAIN



1 1/2" EIFS


- SEE STR.


DRAFT STOP - EXTEND 1/2" OSBFROM TOP OF SOFFIT TO UNDER

SIDE OF ROOF DECK

Date

Revisions

Project Number


WIEBEDAVID P.

A-2449

TCETIHCRA

STATE OF NEBRASKA

*

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A6.1WALL SECTIONS

HA

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3/4" = 1'-0"A6.11 EIFS CURB WALL SECTION - TYP

3/4" = 1'-0"A6.12 METAL PANEL WALL SECTION - TYP

3/4" = 1'-0"A6.13 WING WALL AT TRANSITION

# Date

SUITE G O-Q96'-8"


4 1/

2"

4 1/

2"

A6.34

NEW THIN STONE VENEER ONEXIST. WALL

MORTAR AND LATH OVERCONTINUOUS DRAINAGE PLANE

MIN4"

WEEP SCREED


- SEE STR.


DOUBLE 2x WOOD TOP PLATE -SEE STR.


PRE-FINISHED SHEET METALROOFING WITH DRIP EDGE




THIN STONE VENEER

MORTAR AND LATH OVER CONTINUOUSDRAINAGE PLANE

WEEP SCREED




A6.38

F.V

.

VA

RIE

S3'

-4"

4"1"

1'-11 5/8"

8" CMU

THIN STONE VENEER

MORTAR AND LATH

WEEP SCREED

ARCHITECTURAL CAST STONECOLUMN CAP - SEE DETAIL 7/A6.3

1/2" EXP. JOINT WITH COMP.FILLER

PATCH PAVEMENT AS NECESSARYFOR NEW CONSTRUCTION

8" CMU

THIN STONE VENEER

MORTAR AND LATH

WEEP SCREED

MIN4"

2" M

IN

EXISTING CONC. RETAINING WALL TO REMAIN

CAST-IN-PLACE CONCRETEFOOTING - SEE STRUCTURAL

2'-6"

DOWEL NEW CMU TO TOP OF EXIST. CONC.RETAINING WALL


L-M T.O. CMU113'-4"

A B



1 1/2" EIFS

PRE-FINIDHED METAL DRIP EDGEFLASHING - MATCH HEIGHT OF

AND ALIGN WITH ADJACENTCOPING CAP


- SEE STR.





DOUBLE 2x WOOD TOP PLATE - SEE STR.







6'-0

"4'

-0" F

.V.

4"

SLOPED PARAPET BRACING WALL - HOLD TOP4" BELOW PARAPET COPING CAP - SEE STR.

60-MIL FULLY-ADHERED EPDM ROOFING -EXTEND UP FACE AND LAP OVERTOP OFBRACING WALL

Sim

A6.35

Sim

A6.31

4'-8

"

2'-4

"2'

-4"


CAP

WEEP SCREED

5A6.2 Sim

3A6.2

1'-11 5/8"

1'-1

1 5/

8"

NEW 30" HIGH METAL FENCE ATTACHED TOTOP OF EXISTING WALL

EXISTING CONC. RETAINING WALL TO REMAIN

8" CMU

MORTAR AND LATH

THIN STONE VENEER

F.V.

1'-0" 1'-0" +/-

EXIST. ROOF STRUCTURE

EXIST. ROOF MEMBRANE

CONT. BEAD OF LAP SEALANT

EPDM SPLICE TAPE

60 MIL EPDM - LAP OVER TOP OF WALL

2x6 WOOD FRAMING AT 24" O.C. BRACE WALL


SLOPED 2x WOOD TOP PLATE - SEE STR.

T.O. WALLVARIES W/SLOPE

Date

Revisions

Project Number


WIEBEDAVID P.

A-2449

TCETIHCRA

STATE OF NEBRASKA

*

*

Arc

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l De

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A6.2WALL SECTIONS

HA

MP

TON

EN

TER

PR

ISE

S90

0 N

70T

H S

TM

EA

DO

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SH

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4/1/20

21

3/4" = 1'-0"A6.22 STONE PARAPET WALL

3/4" = 1'-0"A6.23 RETAINING WALL PIER

3/4" = 1'-0"A6.21 PARAPET BRACE WALL

1 1/2" = 1'-0"A6.24 PIER PLAN DETAIL

3" = 1'-0"A6.25 PARAPET BRACE WALL DETAIL

# Date

1 1/

2"3"

3/4"

3 1/

4"

7/8" 7/8"2X10 WOOD STUDS AT 24" O.C.


60 MIL EPDM - WRAP OVER TOP OF WALL

PRE-FINISHED FIRESTONE OM CONTINUOUS CLEAT COPING

'J' FLASHING - BY INSTALLER

2X BLOCKING AS REQUIRED

DOUBLE 2X10 TOP PLATE - SEE STR.

PRE-FINISHED HORIZONTAL WALL PANELS - FIRESTONE CFP-16T

1/8" x 1" CONT. NON-CURRING BUTYL TAPE - BY INSTALLER

APPROPRIATE FASTENERS -BY INSTALLER

FLUID APPLIED WEATHER BARRIER


LAP EPDM OVER WEATHER BARRIER

SEALANT

8 1/4"

1 1/

2"3"

3/4"

3 1/

4"

2X10 WOOD STUDS, BLOCKING AT 24" O.C.



PRE-FINISHED FIRESTONE OM CONTINUOUS CLEAT COPING

2X BLOCKING AS REQUIRED

DOUBLE TOP PLATE - SEE STR.



LAP EPDM OVER WEATHER BARRIER

SEALANT

8 1/4"

8"

EPDM SPLICE TAPE



EXIST CANOPY EDGE

EXIST. ROOF MEMBRANE1 1/2" EIFS

9 1/

2"

4 1/

2"

2X10 WOOD STUDS AT 24" O.C.





PRE-FINISHED FLASHING WITH DRIP EDGE -ALIGN WITH ADJACENT WALL COPING

EPDM SPLICE TAPE



EXIST CANOPY EDGE

EXIST. ROOF MEMBRANE1 1/2" EIFS

7/8" HAT CHANNEL

APPROPRIATE FASTENERS

1/8" x1" CONT. NON-CURRING BUTYL TAPE

LAP SELF-ADHESIVE FLASHING OVER HAT CHANNEL



8" M

IN.

1 1/2" EIFS

APPROPRIATE FASTENER - 12" O.C. MAX

PRE-FINISHED COPING CAP - BEYOND




EPDM SPLICE TAPE

60 MIL EPDM - CONTINUE UP FACE OF WALL 8" MIN




PRE-FINISHED METAL COUNTERFLASHING -3" MIN. FACE

CONT. BEAD OF ROOFING MAN. APPROVED SEALANT

WEEP SCREED

THIN STONE VENEER

FASTENERS AT 12" O.C. MAX





EPDM SPLICE TAPE



FLUID APPLIED WEATHER BARRIER ON EXTERIOR WALL SHEATHING - SEE STR.

WEEP SCREED

MORTAR AND LATH

SELF ADHESIVE FLASHING

8"


PRE-FINISHED METAL COUNTERFLASHING -3" MIN FACE


2'-6

"

2'-6"

2'-6"

3 5/

8"1"

1/2" 1/4"

'V' GROOVE DRIP EDGE

PRE-FINISHED METAL ROOFING WITH DRIP EDGE

2X BLOCKING

THIN STONE VENEER

MORTAR AND LATH

CONTINUOUS DRAINAGE PLANE

FLUID APLLIED WEATHER BARRIERWALL SHEATHING - SEE STR.

2X6 WOOD STUDS AT 16" O.C. - SEE STR.

ROOF SHEATHING - SEE STR.

ROOFING FELT

2X6 RAFTERS AT 24" O.C. - SEE STR.


T-BAR WITH FASTENER - 12" O.C. MAX




EPDM SPLICE TAPE





PRE-FINISHED METAL COUNTERFLASHING -3" MIN. FACE


8" M

IN

SELF ADHESIVE FLASHING OVER HAT CHANNEL AND FLASHING

7/8" HAT CHANNEL

APPROPRIATE FASTENERS


6" +

/-



1 1/2" EIFS

ALUMINUM SIGN MOUNTINGCHANNEL WITH SNAP-FIT METAL

CAP - VERIFY SIZE WITH NEBRASKASIGN

1 1/2" EIFS

SEALANT

SEALANT

ALUMINUM SIGN MOUNTINGCHANNEL WITH SNAP-FIT METAL

CAP - VERIFY SIZE WITH NEBRASKASIGN

EXISTING CONC. PANEL TOREMAIN UNCHANGED

SEALANT

SEALANT

2" M

IN.2" MIN.

CONTINUOUS BEAD OF LAP SEALANT AROUND ENTIRE PERIMETER

S.S. WORM GEAR HOSE CLAMP

EXIST ROOF MEMBRANE


GALV. STEEL KICKER - SEE STR.

GALV. STEEL PLATE - SEE STR.

EXIST. ROOF INSULATION

5" FULLY ADHERED EPDM FLASHING



2x BLOCKING UNDER STEEL PLATE

2" M

IN.2" MIN.


S.S. WORM GEAR HOSE CLAMP

60-MIL FULLY ADHERED EPDM UP FACE OF WALL

2x6 WOOD STUDS AT 16" O.C.

GALV. STEEL KICKER - SEE STR.

EXT. WALL SHEATHING - SEE STR.

EXT. WALL SHEATHING - SEE STR.





7/8" HAT CHANNEL


Date

Revisions

Project Number


WIEBEDAVID P.

A-2449

TCETIHCRA

STATE OF NEBRASKA

*

*

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A6.3WALL DETAILS

HA

MP

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4/1/20

21

3" = 1'-0"A6.35 WALL CAP - METAL PANEL

3" = 1'-0"A6.36 WALL CAP - EIFS

3" = 1'-0"A6.31 EIFS TO METAL PANEL TRANSITION

3" = 1'-0"A6.32 EPDM TO EIFS TRANSITION

3" = 1'-0"A6.34 EPDM TO STONE TRANSITION

1 1/2" = 1'-0"A6.37 CAST STONE PROFILE

3" = 1'-0"A6.38 STONE PARAPET CAP

3" = 1'-0"A6.33 EPDM TO METAL PANEL TRANSITION

3" = 1'-0"A6.39 SIGN MOUNTING CHANNEL AT EIFS

3" = 1'-0"A6.310 SIGN MOUNTING AT CONC.

3" = 1'-0"A6.311 SUPPORT FLASHING SECTION DETAIL AT ROOF

3" = 1'-0"A6.312 SUPPORT FLASHING PLAN DETAIL AT WALL

# Date

A15

S200

7'-

0"

AA

A

B

15

15

21

21

20

20

19

19

18

18

17

17

16

16

14

14

E

U

V

X

C

Y

13

13

12

12

11

11

10

10

9

9

8

8

7

7

6

6

5

5

4

4

3

3

2

2

1/NJ

1/NJ

NH

NH

NF

NF

NE

NE

ND

ND

NC

NC

NB

NB

NA

NA

N13

N12

N11

N10

N9

N8N8

N7N7

N6N6

N5N5

N4N4

N3N3

N2N2

N1N1

30 PSF

12'-6" 21'-4" 24'-0" 19'-4" 20'-8" 21'-8" 20'-6" 24'-6" 20'-0" 20'-6" 20'-0" 25'-0" 20'-0" 20'-0" 20'-0" 16'-6" 20'-0" 20'-6"

E11

S200

E11

S200

E11

S200

E11

S200

E11

S200

E11

S200

E11

S200

E11

S200TYPA11

S200TYP

M12

S200

A11

S200

E11

S200

A15

S200

E11

S200

23 PSF

5'-3"

INDICATES DRIFTINGSNOW LOAD~TYP

EQ EQ EQ EQ

SHEAR WALL,SEE DTL N4/S200

H7

S200

TYP

M8

S200

TYP

J4

S200

27 P

SF

6'-

4"

7'-

0"

30 PSF

7'-

0"

30 PSF

7'-

0"

30 PSF

A3

S200

E3

S200

EQ

EQ

EQ

SHEAR WALL,SEE DTL A7/S200

23 PSF

5'-3"

23 PSF

5'-3"

P12

S200

A7

S200

N4

S200

EXIST SIGNTO REMAIN

EXIST CONCRETAINING WALL

EXIST CONCRETAINING WALL

NEW CMUPIER~TYP

SIM

SIM

SIM

SIM

H7

S200SIM

H7

S200

SIM

JOIST 1EXIST JOIST TO BEREINFORCED SEEDTL J1/S200

JOIST 23 EXIST JOIST TO BEREINFORCED FORSHEAR SEE DTL J1/S200

21'-2" 3'-0"2'-0" 16'-2" 10'-0" 22'-10"

5'-

0"

23'-

2"

23'-

0"

18'-

0"

25'-

0"

25'-

0"

25'-

0"

120

1 O

Str

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Su

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310

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#:

DateDateDateDate

RevisionsRevisionsRevisionsRevisions

Project NumberProject NumberProject NumberProject Number

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

A

B

C

D

E

F

G

H

J

K

L

M

N

O

P

Q

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


16

16

A

B

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S101ROOF FRAMING PLAN

HA

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SCALE: 1/16"=1'-0"

ROOF FRAMING PLANA1

# Date

FIELD VERIFY AND COORDINATE ALL PARAPET DIMENSIONS SHOWN WITH ARCHITECTURAL

AAB

6'-

1 1

/4"

(2)-2x10's w/ STAGGEREDSPLICES NAILED TOGETHER w/ 16d NAILS @ 12" O.C. STAGGERED, 6'-0"MIN DISTANCE BTWNSPLICES

5/8" SHEATHING BOTH SIDES

2x10 GLUED & NAILED w/ (2)-16dCOMMON NAILS@ 12" STAGGERED

2 ROWS OF 8d NAILSEA SIDE @ 3" O.C. &CENTER 1/3 OF SPANBETWEEN COLUMNSNAILED @ 6" O.C.

EXIST WALL

EXIST AWNINGBOX BEAM

EXIST ROOFSHEATHING

EXIST 2x4'S @ 24" O.C.

8d NAILS EA SIDE @ 3" O.C. & CENTER 1/3 OF SPAN BETWEEN COLUMNSNAILED @ 6" O.C.

2x10 VERTS @24" O.C.

8'-7 3/4" F.V.

SISTER NEWD.F. SELECTSTRUCTURAL2x4 TO EXIST w/ 16d COMMONNAILS @ 12" O.C.STAGGERED

T.O. WALLSEE ARCH

SIMPSON H3HURRICANETIE @ EA END

EXIST LEDGER~TYP 4'-

0"

F.V

.

TEMPORARILY SHOREEXIST BOX BEAM @QUARTER POINTS ALONGTHE SPAN UNTIL CONSTRUCTIONOF NEW BOX BEAM IS COMPLETEAND GLUE IS SET

AAB

2x6 TOP PLATE

2x6 @24" O.C.

SEE DTLFOR BOX BEAM FRAMING

/A15 S200

2x6 BOT PLATEw/ 4" SIMPSON SDWSSCREWS @ 6" O.C.

(2)-2x4's DIRECTLYBELOW WALL BRACE

EXIST WALL

EXISTAWNINGBOX BEAM

EXIST ROOF

WALL SHEATHING,BOTH SIDES

T.O. WALLSEE ARCH

4" SIMPSON SDWSSCREWS @ 6" O.C.INTO STUD

WALL SHEATHINGIS TO BE CONTINUOUS

EXIST LEDGER~TYP

SIMPSON H3HURRICANETIE @ EA END

3/4" EPOXY ANCHOR@ LEDGER w/ 4" MINEMBED

1.0 1.0 1.0 1.0 ---- DESIGN PARAMETERSDESIGN PARAMETERSDESIGN PARAMETERSDESIGN PARAMETERS

A. MODEL CODE USED IN DESIGN: INTERNATIONAL BUILDING CODE (IBC) 2012.B. LOADS

1. ROOF LIVE =20 PSF2. ROOF SNOW

a. Pg= 25 PSFb. Pf= 20 PSFc. Rain on Snow= 5 PSFd. Ce= 1.0e. Is= 1.0f. Ct= 1.0

3. WINDa. BASIC WIND SPEED (3-SECOND GUST)…115 MPHb. EXPOSURE CATEGORY: Bc. GCpi = +/- 0.18 (ENCLOSED)

2.0 2.0 2.0 2.0 ---- GENERAL CONSTRUCTION NOTESGENERAL CONSTRUCTION NOTESGENERAL CONSTRUCTION NOTESGENERAL CONSTRUCTION NOTES

A. ALL DIMENSIONS IN THE STRUCTURAL DRAWINGS SHALL BE VERIFIED AGAINST THE ARCHITECTURAL DRAWINGS. DRAWINGS SHOULD NOT BE SCALED.

B. ANY DISCREPANCIES BETWEEN THE ARCHITECTURAL AND STRUCTURAL DRAWINGS SHALL BE VERIFIED BY THE ARCHITECT.

C. ARCHITECT’S APPROVAL MUST BE SECURED FOR ALL SUBSTITUTIONS.D. WRITTEN CLARIFICATION IS TO BE OBTAINED FROM THE STRUCTURAL ENGINEER FOR ANY

DISCREPANCIES BETWEEN THE STRUCTURAL DRAWINGS AND THE PROJECT SPECIFICATIONS. WHERE SUCH CLARIFICATION IS NEITHER REQUESTED NOR PROVIDED, THE MORE COSTLY CONDITION SHALL BE ASSUMED BY THE CONTRACTOR. IF CLARIFICATION IS NOT OBTAINED, THE MORE RESTRICTIVE AND COSTLY CONDITION SHALL BE ASSUMED BY THE CONTRACTOR.

E. THE CONTRACTOR SHALL VERIFY ALL ARCHITECTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION AND ELECTRICAL OPENINGS, SIZES, AND LOCATIONS WITH THE STRUCTURAL DRAWINGS. PROVIDE ADDITIONAL FRAMING AND/OR REINFORCING AROUND OPENINGS AS SHOWN IN THE STRUCTURAL DRAWINGS. NOTIFY THE STRUCTURAL ENGINEER FOR CONDITIONS THAT VARY FROM OR ARE NOT SPECIFICALLY DETAILED IN THE DRAWINGS.

F. DETAILS NOTED AS ‘TYPICAL’ APPLY UNLESS SPECIFICALLY DETAILED OTHERWISE. G. SEE THE AISC CODE OF STANDARD PRACTICE FOR BUILDINGS AND BRIDGES DATED APRIL 14, 2010

SECTION 4.3 FOR ELECTRONIC DATA INTERCHANGE PRACTICES, PROCEDURES, AND LIABILITIES, WHERE SUCH DATA INTERCHANGE OCCUR.

H. H. H. H. THE STRUCTURE SHOWN ON THESE DRAWINGS IS SOUND ONLY IN ITS COMPLETED FORM. THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY BRACING AND/OR SHORING OF THE STRUCTURE AND ITS COMPONENTS TO RESIST ALL EXTERNAL FORCES DURING CONSTRUCTION. DESIGN OF ANY CONSTRUCTION RELATED ITEMS IS THE RESPONSIBILITY OF THE CONTRACTOR.

3.0 3.0 3.0 3.0 ---- CONCRETECONCRETECONCRETECONCRETE

A. ALL CONCRETE WORK SHALL CONFORM TO ACI 301 LATEST EDITION.B. CONCRETE MIX DESIGNS

1. FOOTINGS AND WALLS: NORMAL WEIGHT CONCRETE.a. MINIMUM COMPRESSIVE STRENGTH (28 DAYS): 4500 PSI b. MAXIMUM WATER-CEMENTITIOUS MATERIALS RATIO: 0.45c. FLY ASH NOT TO EXCEED 30 PERCENT OF CEMENTITIOUS MATERIALS CONTENT BY

WEIGHT.d. SLUMP LIMIT: 3 INCHES BEFORE ADDING HIGH-RANGE WATER-REDUCING ADMIXTURE OR

PLASTICIZING ADMIXTURE, PLUS OR MINUS 1 INCH.e. AIR CONTENT: 5.5 PERCENT, PLUS OR MINUS 1.0 PERCENT AT POINT OF DELIVERY.f. MAXIMUM COARSE-AGGREGATE SIZE: 1 1/2 INCHES.

2. CEMENTITIOUS MATERIALSa. PORTLAND CEMENT: ASTM: ASTM C 150/C 150M, TYPE I/IIb. FLY ASH: ASTM C 618, CLASS F OR C.c. SLAG CEMENT: ASTM C 989/C 989M, GRADE 100 OR 120.

3. NORMAL-WEIGHT AGGREGATES: ASTM C 33/C 33M, CLASS 3S COARSE AGGREGATE OR BETTER, GRADED. PROVIDE AGGREGATES FROM A SINGLE SOURCE WITH DOCUMENTED SERVICE CONDITIONS USING SIMILAR AGGREGATES AND CEMENTITIOUS MATERIALS.a. FINE AGGREGATE: FREE OF MATERIALS WITH DELETERIOUS REACTIVITY TO ALKALI IN

CEMENTC. ALL REINFORCING SHALL BE HIGH STRENGTH DEFORMED BARS, ASTM DESIGNATION A615 WITH

60,000 PSI MINIMUM YIELD POINT AND SHALL CONFORM TO LATEST ASTM SPECIFICATIONS. REINFORCING NOTED TO BE WELDED SHALL MEET ASTM A706.

D. REINFORCEMENT PROTECTION1. CONCRETE POURED AGAINST EARTH………………………………………………3”2. CONCRETE POURED IN FORMS BUT EXPOSED TO WEATHER ON EARTH.

a. IF BARS ARE LARGER THAN #5…………………………………………………2”b. IF BARS ARE #5 OR SMALLER …………………………………………………1 1/2”

3. CONCRETE POURED IN FORMS NOT EXPOSED TO WEATHER OR EARTH.a. WALLS AND SLABS #11 OR SMALLER…………………………………………1”b. BEAMS AND COLUMNS……………………………………………………………1 1/2"

E. PROVIDE DOWELS FROM FOOTINGS INTO ALL WALLS AND COLUMNS. DOWELS SHALL BE THE SAME SIZE AND SPACING AS VERTICAL REINFORCING OF WALL OR COLUMN UNLESS NOTED OTHERWISE.

F. ALL BAR LENGTHS TO SCALE UNLESS NOTED. LAP SPLICES ARE 48 BAR DIAMETERS, WITH A MINIMUM LAP OF 24”. MAKE ALL BARS CONTINUOUS AROUND CORNERS, THROUGH INTERSECTION AND THROUGH PAD FOOTINGS INTEGRAL WITH TRENCH OR CONTINUOUS FOOTINGS.

G. DETAIL BARS IN ACCORDANCE WITH A.C.I. DETAILING MANUAL, LATEST ADDITION.H. PROVIDE ACCESSORIES AND MEANS NECESSARY TO SECURELY SUPPORT ALL ITEMS IN THEIR

FINAL POSITION PRIOR TO PLACING CONCRETE. THIS INCLUDES, BUT IS NOT LIMITED TO, REINFORCING, ANCHOR BOLTS, AND EMBED PLATES. “WET-SETTING” IS NOT ALLOWED.

I. FOOTINGS SHALL NOT HAVE JOINTS IN HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT CENTER OF SPAN OR BETWEEN PAD FOOTINGS WITH VERTICAL BULKHEADS AND HORIZONTAL KEYS, UNLESS OTHERWISE SHOWN OR APPROVED. REINFORCEMENT SHALL EXTEND THROUGH CONSTRUCTION JOINTS WITH LAPS AS INDICATED ELSEWHERE.

J. ALL CONCRETE SHALL BE THOROUGHLY CONSOLIDATED IN PLACE USING CONCRETE VIBRATOR. DO NOT USE VIBRATOR TO MOVE CONCRETE.

6.0 6.0 6.0 6.0 ---- WOODWOODWOODWOOD

A. ALL WOOD CONSTRUCTION SHALL CONFORM TO THE TIMBER CONSTRUCTION MANUAL, LATEST EDITION, AND THE I.B.C.

B. USE KILN DRIED S.P.F. #1 OR #2 EXCEPT WHERE NOTED (D.F) USE DOUGLAS FIR #2 OR SOUTHERN PINE #2.

C. PROVIDE 2x SOLID BLOCKING BETWEEN JOISTS AND AT ALL SUPPORTS.D. ALLOWABLE UNIT STRESS USED IN DESIGN OF LAMINATED VENEER LUMBER MEMBERS (L.V.L.) &

PARALLEL STRAND LUMBER (P.S.L.)1. BENDING……………………………………………………2600 PSI2. HORIZONTAL SHEAR………………………………………285 PSI3. MODULUS OF ELASTICITY………………………………1,900,000 PSI4. TENSION PARALLEL TO GRAIN…………………………1850 PSI5. COMPRESSION PARALLEL TO GRAIN…………………2310 PSI6. COMPRESSION PERPENDICULAR TO GRAIN…………750 PSI

E. L.V.L. AND P.S.L. MEMBERS TO MEET ESR-1387.F. SIZES SHOWN FOR L.V.L., P.S.L. AND GLUE LAMINATED LUMBER ARE NET.G. ROOF SHEATHING OVER WOOD TRUSSES TO BE EXPOSURE 1 APA RATED OSB.H. EXTERIOR WALL TO BE 2x6’S SPACED TO MATCH ROOF MEMBERS BUT NOT TO EXCEED 24” O.C.I. WALL SHEATHING TO BE EXPOSURE 1, APA RATED OSB. USE ON ALL EXTERIOR WALLS. PROVIDE 8d

NAILS AT 6” O.C. AT EACH PANEL EDGE AND 12” O.C. AT INTERMEDIATE STUDS.J. PROVIDE FASTENERS APPROVED FOR USE WITH ACQ/AC2 TREATED LUMBER WHERE APPLICABLE.K. SIMPSON CONNECTORS USED IN CONTACT WITH ACQ/AC2 TREATED LUMBER SHALL BE ZMAX (G185)

OR POST-HOT-DIPPED GALVANIZED MINIMUM. STAINLESS STEEL CONNECTORS ARE RECOMMENDED. SUBSTITUTION OF CONNECTORS FROM A MANUFACTURE OTHER THAN SIMPSON STRONG-TIE INC. MUST BE APPROVED BY THE ARCHITECT PRIOR TO USE.

L. NAIL SIZES INDICATED ARE “COMMON” NAILS. STAPLES ARE NOT ALLOWED.M. WHERE WOOD IS INDICATED TO BE SHOT TO BEAM, PROVIDE 2 LINES OF SIMPSON PDPW POWDER

ACTUATED FASTENERS AT 24” O.C. –STAGGERED.

5.0 5.0 5.0 5.0 ---- STEELSTEELSTEELSTEEL

A. ALL STRUCTURAL STEEL SHALL MEET ASTM A 36.B. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND ERECTED IN ACCORDANCE WITH LATEST

PROVISIONS OF A.I.S.C. MANUAL OF STEEL CONSTRUCTION.C. WELD ELECTRODES: 70KSID. WHERE WELD SIZES ARE NOT INDICATED, MINIMUM SIZE WELDS PER AISC 360 SHALL BE USED.E. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE A.W.S. STANDARD QUALIFICATIONS TESTS.

AAB

2x6 TOP PLATE

2x6 @24" O.C.

2x6 BOT PLATEw/ 4" SIMPSONSDWS SCREWS @ 12" O.C.

(2)-2x4's DIRECTLYBELOW WALL BRACE

EXIST WALLEXISTAWNINGBOX BEAM

SEE DTLFOR BOX BEAM FRAMING

/A15 S200

WALL SHEATHINGBOTH SIDES

T.O. WALLSEE ARCH

EXISTROOFSHEATHING


EXIST LEDGER~TYP

5/8" PLYWOODSHEATHING

TYPICAL NAILING REQUIREMENTS

1. EDGES: 8d GALVANIZED @ 6" O.C.2. INTERMEDIATE: 8d GALVANIZED @ 12" O.C.

SEE DTLFOR NAILING REQUIREMENTS@ BOX BEAM

/A15 S200

T.O. WALLSLOPES

2x8 @ 16" O.C.WALL SHEATHING

3/4" PLYWOOD ROOF SHEATHING GLUED& NAILED w/ 8d NAILS @ 6" O.C. AROUND PERIMETER

2x8 DOUBLETOP PLATE

2x8 BOTTOMPLATE

EXIST CMU WALL

T.O. EXIST WALLSLOPES

EXIST ROOFDECK

1/4"x3" TITEN SCREWS @ 12" O.C.

2x6 BOT PLATEw/ 2 3/8" SIMPSON TBSCREWS @ 12" O.C.

CONTRACTOR NOTE: EXISTING DRAWINGS WERE NOT AVAILABLE FORTHIS BUILDING; CONDITIONS ARE ASSUMED. NOTIFY ENGINEER IF EXISTINGCONDITIONS VARY FROM WHAT IS SHOWN

EXIST FACE BRICKNOT SHOWN

EXIST CMUBOND BEAM

END WALL SEE DTLOR

(2)-1/2" THRUBOLTS

HSS3x3x1/4HOT-DIPPEDGALVANIZEDKICKER

5/8" SIMPSONSET-XP EPOXYANCHOR w/ 6" MIN EMBED INTO EXIST BOND BEAM 6 1/2"x1/4"x4"

PL WELDED TO END OF TUBE

T.O. WALLSEE ARCH

T.O. EXIST WALL1/2" THRUBOLT TO EXIST JOIST@ SIM

/E11 S200/E3 S200

2'-0"

3'-

4"

PAVING~NOT BYSTRUCTURAL 1

"

PRECAST CAP~SEE ARCH

8" CMU GROUTED SOLID

#5 VERT @ EA CORNER

9" MIN

EPOXY #5DOWEL INTOEXIST RETAININGWALL w/ 6" MINEMBED TO MATCHCMU WALL VERTS

#5 DOWEL TO MATCH VERT REINF

EPOXY #5 VERT INTOTOP OF EXIST RETAININGWALL w/ 6" MINEMBED

EXIST RETAININGWALL

NEW CONC FTG

T.O. EXIST FTG

T.O. EXIST RETAIN WALL

MATCH TOPOF EXIST RETAININGWALL FTG

NH

(2)-2x8 TOP PLATE

2x8 @ 24" O.C.

2x8 BOT PLATEw/ 1/4"x3" TITEN SCREWS @24" O.C.

WALL SHEATHINGBOTH SIDES FASTENEDw/ 8d NAILS @ 6" O.C.@ ALL EDGES

EXISTBEAM

EXIST PRECASTPANEL

EXISTROOFDECK

CONTINUOUSBLOCKING

#12 SELF TAPPINGSCREW @ 12" O.C.THRU BLOCKINGINTO EXIST DECK

T.O. WALLSEE ARCH

T.O. EXIST BM

NHNF

2x6 TOP PLATE

2x6 @24" O.C.

SEE DTLFOR WALL FRAMING



T.O. WALLSEE ARCH


EXIST JOIST EXIST BEAM

/J4 S200

EXIST PRECASTPANEL

NHNF

EXISTBEAM

EXIST PRECASTPANEL

EXISTROOFDECK

T.O. WALLSEE ARCH

T.O. EXIST BM

DOUBLE2x6 TOP PLATE

2x6 @ 24" O.C.



SEE DTLFOR WALL FRAMING

/J4 S200


T.O. EXIST WALL

EXIST ROOFDECK

3/16EAEND

(2)-2x6

EXIST CMU WALL

5/8" SIMPSONSET-XP EPOXYw/ 6" MIN EMBED

SIMPSON HDB5HOLD-DOWN w/(2)-3/4" STUDBOLTS

5/8" THRUBOLT

L6x4x7/16SPANNINGFROM EXISTJOIST TO EXIST JOIST

A

A

EXIST JOIST

L6x4x5/16


EXIST CMU WALL

5/8" SIMPSONSET-XP EPOXYw/ 4" MIN EMBED

3/16

ANGLE CONNECTION @ JOIST ANGLE CONNECTION @ CMU WALL

L3x3x1/43/16 L3x3x1/4

x2'-0"

SEE DTLFOR ADDITIONALINFO

/A7 S200

CONTRACTOR NOTE: EXISTING DRAWINGS WERE NOT AVAILABLE FOR THIS BUILDING; CONDITIONS ARE ASSUMED. NOTIFY ENGINEER IF EXISTING CONDITIONS VARY FROM WHAT IS SHOWN

T.O. WALL


EXIST ROOF

3/16EAEND

L4x4x1/4

3/16 3EA

END

(2)-2x6

WALLSHEATHING

EXIST ROOFJOIST TO BEREINFORCED,SEE DTL J1/S200

EXIST PRECASTPANEL

SIMPSON HDB5HOLD-DOWN w/(2)-3/4" STUDBOLTS

SOLID BLOCKING@ SHEATHING JOINTS

5/8" THRUBOLT

L6x4x7/16

8"

CONTRACTORS OPTION: SIMPSON HDU8-SDS2.5 HOLD-DOWN MAY BE USEDINSTEAD OF SIMPSON HDB5. ALL HOLD-DOWNS ARE TO BE INSTALLED TO MEET MANUFACTURERS REQUIREMENTS.

NF

EXISTPRECASTPANEL

EXISTBEAMEXIST JOIST

EXIST ROOFDECK


1/4"x3" TITEN SCREWS @ 12" O.C.

SEE DTLFOR ADDITIONALINFO

/M12 S200

SHEAR REINFDETAIL

MOMENT REINFDETAIL

3/16 2@123/16 2@12

3/16 63/16 6 EA

END

3/16

EAEND

~TYP

1/4"x4"x16'-0"CENTERED ONJOIST SPAN

L2x2x1/4 TOMATCH RODWEB STAGGEREDEA SIDE OF WEB

28'-0"

1/4"x4"x16'-0"CENTERED ONJOIST SPAN

EXTEND 9'0"SHEAR REINF TO

EXTEND 9'-0"SHEAR REINF TO

16'-0"INDICATESL2x2x1/4 TOMATCH RODWEB STAGGEREDEA SIDE OF WEB

ELEVATION JOIST 1

EXISTJOIST

28'-0"

4'-0" FROM ENDSHEAR REINF TO EXTEND

INDICATESL2x2x1/4 TOMATCH RODWEB STAGGEREDEA SIDE OF WEB

ELEVATION JOIST 2

EXISTJOIST

WEST END

EXISTJOIST

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S200GENERAL NOTES & DETAILS

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

PARAPET WALL FRAMING DETAILA15SCALE: 1/2" = 1'-0"

PARAPET WALL BRACE FRAMING DETAILA11

SCALE: NO SCALE

GENERAL NOTESF15

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

PARAPET WALL RETURN FRAMING DETAILE11

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

WALL SHEATHING DIAGRAMJ12

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

WALL FRAMING DETAILM12

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

TYPICAL WALL RETURN BRACE DETAILH7

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

RETAINING WALL PIER DETAILM8

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

WALL FRAMING DETAILJ4

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

WALL BRACE FRAMING DETAILA3

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

END WALL FRAMING DETAILE3

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

SHEAR WALL CONNECTION DETAILN4

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

SHEAR WALL DETAILA7

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

BASE CONNECTION DETAILP12

# Date

SCALE: 1" = 1'-0"

JOIST REINFORCING DETAILJ1

hampton enterprises - lincoln, nebraska

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