110 s. prairie ave, frankfort in 46041 · vct vinyl composition tile vnr veneer vin vinyl vb vinyl...

VICINITY MAPNOT TO SCALE

OWNERDEBO REAL ESTATE, LLC

ARCHITECTURAL DESIGNARKOR

SHEET INDEXSITE DRAWINGS

AS101 ARCHITECTURAL SITE PLAN

ARCHITECTURAL

A101 FLOOR PLANA301 BUILDING SECTIONA302 WALL SECTIONSA401 EXTERIOR ELEVATIONS

STRUCTURAL

S101 FOUNDATION PLAN AND DETAILSS201 ROOF FRAMING PLAN

MECHANICAL / ELECTRICAL/ PLUMBING

EP101 ELECTRICAL & PLUMBING PLAN + ISOMETRIC

REVISION INDEX

LEGENDABV ABOVEAFF ABOVE FINISH FLOORASC ABOVE SUSPENDED CEILINGACT ACOUSTICAL TILEADJ ADJACENTA/C AIR CONDITIONINGALUM ALUMINUMAB ACHOR BOLTANOD ANODIZEDASPH ASPHALT

BEL BELOWBLK BLOCKBD BOARDBLDG BUILDING

CPT CARPETCSMT CASEMENTCLG CEILINGCT CERAMIC TILECLMN COLUMNCMU CONCRETE MASONRY UNITCONT CONTINUOUSCJ CONTROL JOINTCF CUBIC FOOTCY CUBIC YARD

DL DEAD LOADDEMO DEMOLITIONDIA DIAMETERDIM DIMENSIONDIV DIVISIONDR DOORDS DOWNSPOUTDR DRAIN

EA EACHELEC ELECTRIC(AL)EL ELEVATIONELEV ELEVATOREQ EQUALEX EXISTINGEB EXPANSION BOLT

FF FACTORY FINISHFGL FIBERGLASSFFE FINISH FLOOR ELEVATIONFA FIRE ALARMFE FIRE EXTINGUISHERFRT FIRE-RETARDENTFLR FLOORINGFD FLOOR DRAINFLUR FLUORESCENTFTG FOOTING

FND FOUNDATIONFR FRAME(D), (ING)FBO FURNISHED BY OTHERSFUR FURRED(ING)

GA GAGE, GAUGEGALV GALVANIZEDGC GENERAL CONTRACTORGLB GLASS BLOCKGD GRADE, GRADINGGYP GYPSUM DRY WALL

HDW HARDWAREHDR HEADERHVAC HEATING/VENTILATING/AIR/

CONDITIONINGHT HEIGHTHC HOLLOW COREHM HOLLOW METALHOR HORIZONTALHB HOSE BIBB

INCL INCLUDE(D), (ING)INT INTERIOR

JC JANITORS CLOSETJT JOINTJST JOIST

LB LAG BOLTLAM LAMINATEDLAV LAVATORYL LENGTHLT LIGHTLW LIGHTWEIGHTLWC LIGHTWEIGHT CONCRETELMS LIMESTONELTL LINTELLL LIVE LOAD

MFR MANUFACTURE(ER)MAS MASONRYMO MASONRY OPENINGMTL MATERIAL(S)MAX MAXIMUMMECH MECHANICALMISC MISCELLANEOUSMT MOUNT(ED), (ING)

NIC NOT IN CONTRACTNTS NOT TO SCALE

OC ON CENTEROH OVERHEAD

PK PARKINGPVMT PAVEMENTPT POINTPCF POUNDS PER CUBIC FOOTPLF POUNDS PER LINEAL FOOTPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPCC PRECAST CONCRETEPFB PREFABRICATE(D)PL PROPERTY LINE

RAD RADIUSREF REFERENCEREFR REFRIGERATORRA RETURN AIRREV REVISIONRD ROOF DRAINRFG ROOFINGRM ROOMRO ROUGH OPENING

SCH SCHEDULESH SHELF, SHELVINGSIM SIMILARSC SOLID CORESP SOUND PROOFSPEC SPECIFICATION(S)SQ SQUARESS STAINLESS STEELSTD STANDARDSTL STEELSTOR STORAGESD STORM DRAINSTRUCT STRUCTURALSUSP SUSPENDEDSYS SYSTEM

TC TOP OF CURBTP TOP OF PAVEMENTTYP TYPICAL

VB VAPOR BARRIERVCT VINYL COMPOSITION TILEVNR VENEERVIN VINYLVB VINYL BASE

WC WATER CLOSETWP WATER PROOFINGWWF WELDED WIRE FABRICWM WIRE MESHW/O WITHOUTWD WOODWB WOOD BASE

4208 W. 650 N.Mulberry, Indiana 46058

765.418.2156

117 N. 4th Street, Suite ALafayette, Indiana 47901

765.429.4070

LIFE SAFETY PLANSCALE: 1/16" = 1'-0"

110 S. Prairie Ave, Frankfort IN 46041

DETAIL NO.

SHEET NO.SHEET NO.

ELEVATION NO.

WINDOW TAGDOOR TAG

A201

A

BD

C

A3011

A1101

100.00' (0'-0" F.F.E.)FINISH FLOOR ELEV.

ELEVATIONMARKER

REVISION MARKREVISION CLOUD

COLUMNREFERENCE

ABBREVIATIONS

BUILDING DATAFACILITY

OCCUPANCY MCONSTRUCTION TYPE VBBUILDING HEIGHT ONE STORY

BUILDING NOT SPRINKLERED

BUILDING AREA

TOTAL BUILDING AREA 7,500 S.F. FUTURE TENANT "A" 3,000 S.F. FUTURE TENANT "B" 1,500 S.F. FUTURE TENANT "C" 1,500 S.F. FUTURE TENANT "D" 1,500 S.F.

DESCRIPTION OF WORK

A PROPOSED FOUR TENANT BUILDING CONSISTING OFTHREE - 1,500 S.F. AND ONE 3,000 S.F. TENANT SPACE. THISBUILDING IS A SHELL AND WILL BE BUILT-OUT UNDER ASEPARATE SET OF DOCUMENTS ONCE TENANTS AREDETERMINED.

AB

1

2

A 1

KEYNOTE TAGS

TITLE

TITLE

C-1639June 7, 2017

DRAWN BY: CHK'D BY:

PLOT DATE:

REV.

BY

DATE

DESC

RIPT

ION

REV.

PROJ

ECT:

COPYRIGHT: INFORMATION CONTAINED WITHIN THIS DOCUMENTINCLUDING, BUT NOT L IMITED TO, DESIGN CONCEPTS, AREPROPERTY OF ARKOR. REPRODUCTION OF THIS INFORMATION ISP R O H I B I T E D W I T H O U T W R I T T E N C O N S E N T O F A R K O R .

PROJ. NO.:

SHEET NUMBER:

SEAL:

SHEET NAME:

117 N 4TH ST, STE 'A 'LAFAYETTE, IN 47901

7 6 5 . 4 2 9 . 4 0 7 0w w w . a r k o r - i n c . c o m

ELA RCJ

12-2

3-16

STAT

E SU

BMIT

TAL

DEBO

REA

L ES

TATE

-NE

W B

UILD

ING

110 S

. Pra

irie A

ve, F

rank

fort, I

ndian

a 460

41

PROJECT LOCATION

EXITEXIT

EXITEXIT

TENANT A TENANT B TENANT C TENANT D

EXITEXIT

EXIT

EXIT

EXIT

PROPOSED WALL FORFUTURE TENANT BUILD-OUTS

12-2

3-16

STAT

E SU

BMIT

TAL

ARCHITECTURALSITE PLAN

AS101

C-1639June 7, 2017

DRAWN BY: CHK'D BY:

PLOT DATE:

REV.

BY

DATE

DESC

RIPT

ION

REV.

PROJ

ECT:


PROJ. NO.:

SHEET NUMBER:

SEAL:

SHEET NAME:


7 6 5 . 4 2 9 . 4 0 7 0w w w . a r k o r - i n c . c o m

ELA RCJ

12-2

3-16

STAT

E SU

BMIT

TAL

110 S

. Pra

irie A

ve, F

rank

fort, I

ndian

a 460

41

PROPERTY LINE

BUILDING SHELL7,500 SQFT

SERVICE ALLEY

SOD

SOD

LOT BEYOND TOREMAIN FOR FUTURE

DEVELOPMENT

SEE CIVIL DRAWINGS FOR DETAILS,AND SURVEYED PLANS

DECORATIVE CONCRETE,COORDINATE WITH CIVIL

DECORATIVE CONCRETE,COORDINATE WITH CIVIL

CONCRETE WALK

SOD

CONCRETE WALK,COORDINATE WITH CIVIL

DEBO

REA

L ES

TATE

-NE

W B

UILD

ING

+/- 3

4'-0

"

+/- 36'-8"

6'-0

"6'

-0"

6'-0

"50

'-0"

68'-0

"

30'-0"30'-0"30'-0"60'-0"

150'-0"

6'-0

"

6'-0

"

6'-0

"

60'-5 1/2" 30'-0" 30'-0" 29'-6 1/2"

5'-2 1/2" 10'-6" 9'-10" 9'-5"

2'-10 1/2" 7'-11" 11'-4" 7'-10 1/2"

2'-10 1/2" 7'-11" 11'-4" 7'-10 1/2"

50'-0

"

2'-10 1/2" 7'-11" 11'-4" 7'-10 1/2"

10'-4

"39

'-8"

5'-9 1/2"9'-10"9'-5"

8'-2"

6'-0"

2"7'-

0"2"

1'-4"

2"

7'-0"

2"1'-4"

2"2"

8'-10

"

8'-10

"

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

4'-10"

2" 2"2"2"2"

9'-6"

2" 2"3'-8"2"3'-8"2"3'-8"2"

11'-8"

5'-2"

2"

7'-2"

2"2"

1'-6"

2" 6'-0" 2"

2"7'-

0"

3'-0"2" 2"

2"7'-

0"

2"1'-6"

8'-10

"

5'-2"

2"

7'-6" 2"2"

7'-10"

7'-2"

2"2"

1'-6" DRAWN BY: CHK'D BY:

PLOT DATE:

REV.

BY

DATE

DESC

RIPT

ION

REV.

PROJ

ECT:


PROJ. NO.:

SHEET NUMBER:

SEAL:

SHEET NAME:


7 6 5 . 4 2 9 . 4 0 7 0w w w . a r k o r - i n c . c o m

FLOOR PLAN

A101

C-1639June 7, 2017

110 S

. Pra

irie A

ve, F

rank

fort, I

ndian

a 460

41

ELA RCJ

12-2

3-16

STAT

E SU

BMIT

TAL

1. ALTHOUGH EVERY EFFORT HAS BEEN MADE IN PREPARING THESE PLANS AND CHECKING THEM FOR ACCURACY, IT IS THE CONTRACTOR'S RESPONSIBILITY TOVERIFY THE ACCURACY OF ALL DETAILS AND DIMENSIONS.

2. DO NOT SCALE DRAWINGS, USE ONLY WRITTEN DIMENSIONS. IN THE EVENT OF DIMENSIONAL DISCREPANCIES IN THE PLANS, THE FLOOR PLANS SHALL GOVERN.

3. ARCHITECT MUST BE NOTIFIED OF ANY DISCREPANCIES IN DIMENSIONS, CODE REQUIREMENTS (BOTH STATE AND LOCAL), AND OTHER CONDITIONS INDICATEDBY THESE DOCUMENTS PRIOR TO PROCEEDING WITH THE PROJECT. THE DESIGNER SHALL NOT BE HELD LIABLE FOR ANY ERRORS.

4. THE CONTRACTOR SHALL VERIFY ALL MECHANICAL AND ELECTRICAL REQUIREMENT AND CLEARANCES PRIOR TO PROCEEDING WITH THE PROJECT AND SHALLNOTIFY THE ARCHITECT OF ANY DISCREPANCIES.

5. ALL DIMENSIONS ARE TAKEN FROM FACE OF STUD TO FACE OF STUD OR OUT TO OUT OF MASONRY AND CONCRETE UNLESS OTHERWISE NOTED. DIMENSIONSWITH +/- TO BE FIELD VERIFIED BY CONTRACTOR.

6. CONTRACTOR SHALL PROVIDE SOLID BLOCKING FOR GRAB BARS, CABINETRY, BATH ACCESSORIES, HANDRAILS, ETC. AND ROUGH OPENINGS AS REQUIRED.

7. INTERIOR PARTITIONS ARE 2x6 STUD, 16"O.C. UNLESS OTHERWISE NOTED.

8. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED MATERIAL.

9. VERIFY WITH THE DOOR MANUFACTURER ALL DOOR SIZES.

10. AS SCOPE DOCUMENTS, THESE DRAWINGS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OFTHE REQUIREMENTS FOR CONSTRUCTION.

11. THESE DRAWINGS ARE INTENDED TO CONFORM TO GENERALLY ACCEPTED BUILDING PRACTICES; HOWEVER, STATE AND LOCAL CODES VARY WIDELY AND ALLFEDERAL, STATE, AND LOCAL CODES, ORDINANCES, REGULATIONS, ETC. SHALL BE CONSIDERED AS PART OF THE SPECIFICATIONS OF THIS BUILDING, AND SHALLTAKE PRECEDENCE OVER ANYTHING SHOWN, DESCRIBED, OR IMPLIED.

12. THIS PLAN, AND ALL DRAWINGS AND SPECIFICATIONS RELATED THERETO, IS LIMITED TO A SPECIFIC PROJECT OF THE PURCHASER AND FOR THE CONSTRUCTIONOF ONE BUILDING. ANY RE-USE OF SAID PLANS IS PROHIBITED WITHOUT SPECIFIC WRITTEN PERMISSION OF OWNER.

13. THESE DRAWINGS INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPT, INCLUDING THE DIMENSIONS OF THEBUILDING, THE MAJOR ARCHITECTURAL ELEMENTS AND THE TYPE OF STRUCTURAL SYSTEM.

14. CONTRACTOR SHALL FURNISH ALL ITEMS REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK, VERIFY ALL EXISTING CONDITIONS PRIOR TOTHE START OF CONSTRUCTION. IF CONDITIONS AT THE JOB SITE ARE DIFFERENT THAN THOSE ILLUSTRATED IN THE CONTRACT DOCUMENTS, NOTIFY THE DESIGNERIMMEDIATELY IN WRITING PRIOR TO PROCEEDING WITH THE WORK.

GENERAL ARCHITECTURAL NOTES

KEYNOTE LEGEND

METAL TUBE COLUMN, SEE STRUCTURAL

PROPOSED WALL OF FUTURE TENANT BUILD-OUT

BEAM ABOVE, SEE STRUCTURAL

CONCRETE SIDEWALK

A

TENANT A TENANT B TENANT C TENANT D

A3011

DOOR TYPES

TYPE 'B'SCALE: 1/4" = 1'-0"

TYPE 'A'SCALE: 1/4" = 1'-0"

TYPE 'A'SCALE: 1/4" = 1'-0"

TYPE 'B'SCALE: 1/4" = 1'-0"

TYPE 'C'SCALE: 1/4" = 1'-0"

TYPE 'D'SCALE: 1/4" = 1'-0"

WINDOW TYPES

ALUMINUM STOREFRONT

BASIS OF DESIGN:KAWNEER AA 250, 2 1/2"SIGHTLINES AND 2 1/4"DEPTH. DOORS TO HAVEDARK BRONZE FINISH.

INSULATED METALDOOR

ALUMINUM STOREFRONT:SEE NOTE ABOVE

B

DEBO

REA

L ES

TATE

-NE

W B

UILD

ING

A101

A102

A103

A104

B104

B103

B102

B-2101

B-1101

A A

A

B

C

C

C

TYTYPEROOM#

101 102 103 104

A3025

A

A

B

B D

C

C

C

C

A

A

A3021

D

D

SIDEWALK TO CONTINUE TO STREET. PROVIDE 5'x5'LANDING LEVEL WITH F.F.E.

FULLY SHEATH EXTERIOR OF WALL VERTICALLY W/5/8" OSB AND BLOCKING AT PANEL EDGES.FASTEN W/ PASLODE 0.131"∅ RING-SHANKED NAILSAT 4" O.C. AT PANEL EDGES AND 8" O.C. IN FIELD

E

E

BASIS OF DESIGN:KAWNEER TRIFAB VERSAGLAZE 451T WITH 2" SIGHTLINE AND 4 1/2" DEPTH. FLUSHGLAZING TO THE EXTERIOR WALL. UNITS TO HAVE DARK BRONZE FINISH.




DDD

A

A

A

A

F

F

F

F

F

F

F

F

F

FULLY SHEATH EXTERIOR OF WALL W/ 5/8" OSB ANDBLOCKING AT PANEL EDGES. FASTEN W/ PASLODE0.131"∅ RING-SHANKED NAILS AT 3" O.C. AT PANELEDGES AND 6" O.C. IN FIELD

EDGE OF SLAB, SEE STRUCTURAL

4" CONCRETE FILLED PIPE BOLLARDS

G

GG

G

G

G

G

G

G

G

G

H

H

H

H

AREA OF STAMPED CONCRETE

G

A

J

J

J

BUILDINGSECTIONS

A301

C-1639June 7, 2017

DRAWN BY: CHK'D BY:

PLOT DATE:

REV.

BY

DATE

DESC

RIPT

ION

REV.

PROJ

ECT:


PROJ. NO.:

SHEET NUMBER:

SEAL:

SHEET NAME:


7 6 5 . 4 2 9 . 4 0 7 0w w w . a r k o r - i n c . c o m

ELA RCJ

12-2

3-16

STAT

E SU

BMIT

TAL

110 S

. Pra

irie A

ve, F

rank

fort, I

ndian

a 460

41

121

1A301

114.00' (14'-0" A.F.F.)TRUSS BEARING

ELEVATION

100.00' (0'-0" F.F.E.)FINISH FLOOR ELEV.

A3022 A302

3 A3024

WALLS BEYOND COLUMN BEYOND

DEBO

REA

L ES

TATE

-NE

W B

UILD

ING

PARAPET WALL BEYOND

WALL SECTIONS

A302

C-1639June 7, 2017

DRAWN BY: CHK'D BY:

PLOT DATE:

REV.

BY

DATE

DESC

RIPT

ION

REV.

PROJ

ECT:


PROJ. NO.:

SHEET NUMBER:

SEAL:

SHEET NAME:


7 6 5 . 4 2 9 . 4 0 7 0w w w . a r k o r - i n c . c o m

ELA RCJ

12-2

3-16

STAT

E SU

BMIT

TAL

110 S

. Pra

irie A

ve, F

rank

fort, I

ndian

a 460

41

4A302

1A302

2A302

REINFORCED CONCRETE SLAB, SEE CIVIL

EXPANSION JOINT

CONCRETE FOOTING AND FOUNDATION WALLSEE S101

STONE VENEER STARTER STRIP

PRESSURE TREATED 2x6 SILL PLATE

TITAN ANCHOR BOLTS (1/2"∅ x 4") AT 48" O.C.

REINFORCED CONCRETE SLAB

2x6 WOOD STUDS @ 16" O.C.WITH FULL BATT INSULATION (R-19)

5/8" OSB SHEATHING WRAPPED WITH TYVEK BUILDINGWRAP, SEE FLOOR PLAN FOR SPECIFICS

METAL LATH WITH TYPE "S" MORTAR SCRATCH COAT

STONE VENEER

PRE-MAUFACTURED ROOF TRUSSES

SIMPSON TRUSS TIE - H2

DOUBLE TOP PLATE

METAL COPING WITH CONTINUOUS CLEAT

2x6 WOOD TOP PLATE OVER 2x4

ROOF TRUSS MEMBER TO BE EXTENDED UPFOR PARAPET

METAL SIDING OVER 5/8" OSB SHEATHING

METAL WALL FLASHING WITH 3" MIN. VERTICALLEG

METAL ROOF FLASHING OVER 1" EXPANDINGFOAM SEAL TAPE

CANT STRIP

METAL ROOF PANEL

#30 ROOFING FELT OVER5/8" OSB ROOF DECKING

3A302

5A302

PRE-MAUNFACTURED WOOD TRUSS

SEE STRUCTURAL FOR BEAM TOCOLUMN CONNECTION

SEE STRUCTURAL FOR COLUMN SIZE

SEE FOUNDATION PLANFOR BASEPLATE ANDANCHOR BOLT DETAILS

CONCRETE FOOTING, SEES101

101.50' (1'-6" A.F.F.)BOTTOM OF WINDOW

108.83' (8'-10" A.F.F.)TOP OF WINDOW

116.92' (16'-11" A.F.F.)CENTER OF HARDI REVEL SEAM

119.83' (19'-10" A.F.F.)TOP OF PARAPET*VARIES, SEE ELEVATIONS*

108.83' (8'-10" A.F.F.)BOTTOM OF MASONRY SILL

116.83' (16'-10" A.F.F.)BOTTOM OF MASONRY SILL

3 1/2" DEEP FAUX STONE SILL, SECURE WITH LIQUIDNAILS ON TOP AND BOTTOM

BLOCKING AT 8'-0" FOR EXTERIOR SHEATHING, SEEFLOOR PLAN FOR SPECIFICS

PRE-MANUFACTURED ROOF TRUSSES

SIMPSON TRUSS TIE - H2

DOUBLE TOP PLATE

2x6 WOOD STUDS @ 16" O.C.WITH FULL BATT INSULATION (R-19)

5/8" OSB SHEATHING WRAPPED WITH TYVEK BUILDINGWRAP, SEE FLOOR PLAN FOR SPECIFICS

2x4 FURRING CHANNELS TO BE ATTACHED TO 2x6STUDS AT VERTICAL SEAM LOCATIONS (SEEELEVATIONS) WITH 3 1/2" NAILS AT 24" O.C.

HARDIE REVEAL PANEL, SEE ELEVATIONS FORVERTICAL REVEAL STRIP LOCATIONS AND COLOR

SEE FRAMING PLAN FOR HEADER SIZES

DRAIN FLASHING TRIM

BACKER ROD AND SEALANT

FAUX STONE MASONRY SILL

SEE WINDOW SCHEDULES ON A101

LED LIGHT STRIP ONUNDERSIDE OF FAUX SILL.FIELD ADJUST TO PROVIDEMAXIMUM WALLILLUMINATION

HORIZONTAL TRIM, LEAVE 1/2"HORIZONTAL GAP BETWEEN PANELS& FURRING STRIPS

SEE 4/A302 FOR SIMILAR DETAIL,COPING TO RUN CONTINUOUS

REINFORCED CONCRETE SLAB, SEECIVIL

EXPANSION JOINT

CONCRETE FOOTING ANDFOUNDATION WALL, SEE S101

PRESSURE TREATED 2x6 SILL PLATE

TITAN ANCHOR BOLTS (1/2"∅ x 4") AT 48" O.C.

REINFORCED CONCRETE SLAB

METAL ROOFING, SEE ELEVATIONS

CONTINUOUS METAL DRIP EDGE

2x4 WITH METAL FASCIA WRAP

GUTTER AND DOWNSPOUTMETAL ROOFING, SEE ELEVATIONS

CONTINUOUS METAL DRIP EDGE

2x4 WOOD STUDS @ 24" O.C. WITHFULL BATT INSULATION

PRE-MANUFACTURED WOODTRUSSES

1/2" OSB DRAFT STOP, SEE ROOFFRAMING PLAN

2x6 WOOD STUDS @ 16" O.C. WITHFULL BATT INSULATION (R-19)

5/8" OSB SHEATHING WRAPPEDWITH TYVEK BUILDING WRAP

VINYL SIDING, SEE ELEVATIONSFOR SPECIFICATIONS

DEBO

REA

L ES

TATE

-NE

W B

UILD

ING

S101A

S101D

REINFORCEDCONCRETE SLAB,

SEE CIVIL

EXPANSION JOINT

CONCRETE FOOTINGAND FOUNDATIONWALL, SEE S101

112.83' (12'-10" A.F.F.)CENTER OF HARDI REVEL SEAM

+/- 8

"

114.00' (14'-0" A.F.F.)TRUSS BEARING ELEVATION

115.00' (15'-0" A.F.F.)TOP OF TRUSS

*VARIES, SEE FRAMING PLAN*

119.83' (19'-10" A.F.F.)TOP OF PARAPET*VARIES, SEE ELEVATIONS*



PRE-MAUNFACTURED WOOD TRUSS TO BE TOP BEARING IFFEASIBLE, USE HANGERS OTHERWISE

2-2x8 CONTINUOUS BEARING PLATES ATTACHED TO STEELBEAM WITH 3 1/2" LONG x 1/4" DIAMETER LEDGERLOK SCREWS

AT 12" O.C. STAGGERED

2x8 WOOD BLOCKING BETWEEN EVERY OTHER TRUSS SNUG UPAGAINST STEEL BEAM TO PREVENT ROTATION OF STEEL BEAM

EXTERIORELEVATIONS

A401

C-1639June 7, 2017

DRAWN BY: CHK'D BY:

PLOT DATE:

REV.

BY

DATE

DESC

RIPT

ION

REV.

PROJ

ECT:


PROJ. NO.:

SHEET NUMBER:

SEAL:

SHEET NAME:


7 6 5 . 4 2 9 . 4 0 7 0w w w . a r k o r - i n c . c o m

ELA RCJ

12-2

3-16

STAT

E SU

BMIT

TAL

110 S

. Pra

irie A

ve, F

rank

fort, I

ndian

a 460

41

115.00' (15'-0" A.F.F.)TOP OF WALLADD 6" FOR EACH TENANT

100.00' (0'-0" F.F.E.)FINISHED FLOOR ELEVATION

119.83' (19'-10" A.F.F.)TENANT A TOP OF PARAPET

120.33' (20'-4" A.F.F.)TENANT B TOP OF PARAPET

120.83' (20'-10" A.F.F.)TENANT C TOP OF PARAPET

121.33' (21'-4" A.F.F.)TENANT D TOP OF PARAPET

KEYNOTE LEGEND

FAUX STONE VENEER, STYLE BY OWNER

FAUX STONE STILL, SEE WALL SECTIONS

FIBER CEMENT SIDING, BASIS OF DESIGNHARDIPLANK LAP SIDING

HARDI REVEAL PANELS, COLOR BY OWNER

HARDI REVEAL JOINTS, COLOR TO MATCH WINDOWAND DOOR MULLIONS

METAL ROOFING PANELMBCI: RETRO-R

GUTTER AND DOWNSPOUT

CORNER TRIM

METAL COPING

DOOR, SEE SCHEDULE

WINDOW, SEE SCHEDULE

STOREFRONT, SEE SCHEDULE

CONCRETE GRADE BEAM, SEE STRUCTURAL

MOUNT CENTER OF LIGHT FIXTURE AT 6'-0"CENTERED ABOUT FAUX STONE

MOUNT CENTER OF LIGHT FIXTURE AT 12'-0"

A

B

C

D

E

F

G

H

J

K

L

M

N

A

A

A

B

B

BB

B

B

B

B

B

B

DD

D

EE

E

F

G

G

HH

H

H

HHHH

J

J

J

L L L L

L

M M

M M M M

K K K

K

KK

K

N

N

N

DEBO

REA

L ES

TATE

-NE

W B

UILD

ING

P

P

P

L

Q

Q

3/4"

3/4"

2 1/2" 2 1/2"30'-2 1/4"

2 1/2" 30'-0"

14'-4 5/8"2"

30'-0"1/4" 1/4" 29'-11 1/2"

14'-6"2"14'-7 3/8" 2" 1" 1"

14'-10 3/8" 14'-9"

1/4" 1/4"

14'-6" 2" 14'-7 3/8"2"1" 1"

14'-9" 14'-10 3/8"

30'-0" 2 1/2"30'-2 1/4"

14'-4 5/8" 2"

30'-2 1/4"2 1/2" 30'-0"

14'-4 5/8"2"

1/4" 1/4"

14'-7 3/8" 2" 14'-4 5/8"2"1" 1"

14'-10 3/8" 14'-7 5/8"

29'-8 3/4"2 1/2"29'-6 1/2"

14'-1 7/8" 2"

1. ALL DIMENSIONS ARE SHOWN FROM FACE OF STUD TO FACE OF STUD OR OUT TO OUT OFCONCRETE.

2. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED WOOD.

3. ALL STUDS IN WOOD STUD WALLS ARE @ 16" O.C. UNLESS NOTED OTHERWISE.

4. CONTRACTOR SHALL PROVIDE WOOD BLOCKING FOR ALL ROUGH OPENINGS ANDACCESSORIES INCLUDING GRAB BARS, HANDRAILS, T.P. DISPENSER, ETC.

5. ALL 2x4 AND 2x6 INTERIOR WALL WOOD STUDS SHALL BE SPRUCE-PINE-FIR CONSTRUCTIONGRADE, UNLESS OTHERWISE NOTED.

6. ALL OTHER DIMENSIONAL LUMBER SHALL BE NUMBER 2 SOUTHERN PINE WITH Fb = 1250 PSI, Fv =90 PSI, E = 1,700,000 PSI, UNLESS OTHERWISE NOTED.

7. ALL LVL BEAMS SHALL HAVE Fb = 2,600 PSI, Fv = 285 PSI, E = 1,900,000 PSI

8. ROOF TRUSS SYSTEM TO BE DESIGNED & CERTIFIED BY TRUSS MANUFACTURER. CONTRACTORTO SUBMIT SHOP DRAWINGS TO ENGINEER FOR APPROVAL PRIOR TO FABRICATION OFTRUSSES.

9. WOOD TRUSSES TO BE INSTALLED AS PER MANUFACTURER'S INSTRUCTION.

10. ROOF LOADS EAST OF STEEL BEAM:20 PSF LIVE LOAD20 PSF DEAD LOAD40 PSF TOTAL LOAD

11. ROOF LOADS WEST OF STEEL BEAM:20 PSF LIVE LOAD25 PSF COLLATERAL LOAD20 PSF DEAD LOAD65 PSF TOTAL LOAD

WOOD STRUCTURE NOTES:

ROOF FRAMINGPLAN

S201

C-1639May 22, 2017

DRAWN BY: CHK'D BY:

PLOT DATE:

REV.

BY

DATE

DESC

RIPT

ION

REV.

PROJ

ECT:


PROJ. NO.:

SHEET NUMBER:

SEAL:

SHEET NAME:

117 N 4TH ST, STE 'A'LAFAYETTE, IN 47901

7 6 5 . 4 2 9 . 4 0 7 0w w w . a r k o r - i n c . c o m

ELA RCJ

12-2

3-16

STAT

E SU

BMIT

TAL

110 S

. Pra

irie A

ve, F

rank

fort, I

ndian

a 460

41

60'-5 1/2" 30'-0" 30'-0" 29'-6 1/2"PRE-MANUFACTURED ROOF TRUSSES @ 24" O.C. WITH

1'-0" HEEL HEIGHTPRE-MANUFACTURED ROOF TRUSSES @ 24" O.C. WITH



2'-6" HEEL HEIGHT

ROOF FRAMING PLANSCALE: 3/16" = 1'-0" (24"x36" SHEET)

50'-0

"

6'-0

"

6'-0

"

6'-0

"

6'-0

"

6'-0

"

6'-0

"

50'-0

"

21'-6

1/2"

W18 x 60 STEEL BEAM TOP OF STEEL 115.69' (15'-8 1/4" A.F.F.)ROOF TRUSS BEARING 115.94 (15'-11 1/4" A.F.F.)

DEBO

REA

L ES

TATE

-NE

W B

UILD

ING

30'-0" 30'-0" 29'-6 1/2"

22'-0

"28

'-0"

30'-0"30'-0"

22'-0

"28

'-0"

H-1

2 - 2x12 HEADER WITH ONE JACK STUD AND TWO KING STUDS @ EACH BRG. END

HEADER NOTES:ALL OTHER HEADERS TO BE 2 - 2x8 WITH SINGLE JACK STUD AND SINGLE KING STUD @ EACH BRG. END

HEADER SCHEDULEKEY DESCRIPTION

HEAD

ER H

-4

STEEL C

OLUM

N A-1

H-2

H-3

HATCHED AREA TO HAVE ACOLLATERAL LOAD IN ADDITION TOTYPICAL LOADS

60'-0"

30'-0"

30'-0"

30'-0"

14'-7

1/2"

COLU

MNS

A-2,

A-3,

A-4,

B-4,

B-5

13'-11

1/2"

COLU

MNS

A-1,

B-6

(5 x

5 x

3/8

" TU

BE S

TEEL

COL

UMN)

14'-9

" CO

LUMN

S A-

2, A-

3, A-

4, B-

4, B-

514-1"

COL

UMNS

A-1,

B-6

(BOT

TOM

OF B

ASE

PLAT

E TO

TOP

OF

CAP

PLAT

E)

COLUMN NORTH/SOUTH FACES

SCALE: 1 1/2" = 1'-0" (24"x36" SHEET)

BASE PLATE PLAN

SCALE: 1 1/2" = 1'-0" (24"x36" SHEET)

3/4" TOP PLATE WELDED TOTOP OF COLUMN

TUBE STEEL COLUMN SHOWNHIDDEN BELOW

9/16" DIAMETER HOLES FOR1/2" DIAMETER THRU BOLTS

COLUMN CENTERLINE

13/16" DIAMETER HOLES FOR3/4" DIAMETER ANCHORBOLTS

3/4" BASE PLATE WELDED TOBOTTOM OF COLUMN

1" SPACE FOR GROUT ANDADJUSTMENT NUTS

BASE PLATE PLAN

SCALE: 1 1/2" = 1'-0" (24"x36" SHEET)

TOP PLATE PLAN

SCALE: 1 1/2" = 1'-0" (24"x36" SHEET)

TOP PLATE PLAN

SCALE: 1 1/2" = 1'-0" (24"x36" SHEET)

COLUMN A-1 EAST FACE

SCALE: 1 1/2" = 1'-0" (24"x36" SHEET)


SCALE: 1 1/2" = 1'-0" (24"x36" SHEET)


SCALE: 1 1/2" = 1'-0" (24"x36" SHEET)


SCALE: 1 1/2" = 1'-0" (24"x36" SHEET)

COLUMN B-4 EAST FACE

SCALE: 1 1/2" = 1'-0" (24"x36" SHEET)


SCALE: 1 1/2" = 1'-0" (24"x36" SHEET)


SCALE: 1 1/2" = 1'-0" (24"x36" SHEET)

1/4

1'-2"7" 7"

2" 1"4"4"2"1"

7 1/2

"3 3/

4"3

3/4"

1 3/4

"2"

2"1 3

/4"

9 1/2"2 1/2" 7"

2" 1"4"

7 1/2

"3 3/

4"3

3/4"

1 3/4

"2"

2"1 3

/4"

10"5" 5"

1 1/2" 3 1/2" 1 1/2"3 1/2"

10"

5"5"

1 1/2"

3 1/2

"1 1

/2"3

1/2" 1'-0"

6"6"

1 1/2"

4 1/2

"1 1

/2"4

1/2"

5"2 1/2" 2 1/2"

1'-2"

2"2 1/4

"

2 1/2

"3"

3"3"

2 1/2

"

4 1/2

"4

3/4"

1'-6

1/4"

6" 2"2"

10"

2 3/4"2 3/4"

1'-2"

2"2 1/4

"

2 1/2

"3"

3"3"

2 1/2

"

4 1/2

"4

3/4"

1'-6

1/4"

6" 2"2"

10"

2 3/4"2 3/4"

1'-2"

2"2 1/4

"

2 1/2

"3"

3"3"

2 1/2

"

4 1/2

"4

3/4"

1'-6

1/4"

6" 2"2"

10"

2 3/4"2 3/4"

BEAM BOTTOM FLANGE

SCALE: 1 1/2" = 1'-0" (24"x36" SHEET)

BEAM BOTTOM FLANGE

SCALE: 1 1/2" = 1'-0" (24"x36" SHEET)

2"4"4"2"

7 9/

16"3 3/

4"3

3/4"

1 3/4

"2"

2"1 3

/4"3 3/4"

1/4"3 3/4"

1/4"

2"6 1/2"4"2 1/2"

7 9/

16" 3 3/

4"3

3/4"

1 3/4

"2"

2"1 3

/4"

3/4" BASE PLATEWELDED TO BOTTOM

OF COLUMN

TUBE STEEL COLUMN

13/16" DIAMETERHOLES FOR 3/4"

DIAMETER ANCHORBOLTS

9/16" DIAMETER HOLESFOR 1/2" DIAMETER

THRU BOLTS

BOTTOM FLANGE OFSTEEL BEAM

1/4

1/2" CONNECTORPLATE

STEEL BEAM

9/16" DIAMETERHOLES FOR 1/2"DIAMETER THRU

BOLTS

9/16" DIAMETERHOLES FOR 1/2"DIAMETER THRU

BOLTS

3/4" TOP PLATEWELDED TO TOP OF

COLUMN

DIMENSIONED TOBEAM CENTERLINE

TUBE STEEL COLUMN





STEEL C

OLUM

N A-2

STEEL C

OLUM

N A-3

STEEL C

OLUM

N A-4

STEEL C

OLUM

N B-4

STEEL C

OLUM

N B-5

STEEL C

OLUM

N B-6

5/16" DIAMETER HOLES FOR1/4" DIAMETER SCREWS FORDOUBLE 2x WOOD TOP PLATE

AT 12" O.C. STAGGERED

STEEL BEAM

9/16" DIAMETER HOLES FOR1/2" DIAMETER THRU BOLTS

3/4" TOP PLATE WELDED TOTOP OF COLUMN

TUBE STEEL COLUMN

11 7/8" x 3 1/2" (2 PLY) 1.9E HEADER WITH TWO JACK STUDS AND FOUR KING STUDS @ EACH BRG. END

9 1/4" x 3 1/2" (2 PLY) 1.9E HEADER WITH TWO JACK STUDS AND THREE KING STUDS @ EACH BRG. END

2 - 2x8 HEADER WITH ONE JACK STUD AND TWO KING STUDS @ EACH BRG. ENDH-4

HEAD

ER H

-4

HEAD

ER H

-4

HEADER H-4

HEAD

ER H

-4

HEAD

ER H

-1

HEADER H-1

HEADER H-1

HEADER H-1

HEAD

ER H

-1

HEADER H-2HEADER H-2HEADER H-2HEADER H-2HEADER H-1

HEADER H-3HEADER H-3


HEADER H-3


HEAD

ER H

-3

HEAD

ER H

-3

HEAD

ER H

-3

COLUMN CENTERLINESCOLUMN CENTERLINESCOLUMN CENTERLINES COLUMN CENTERLINES COLUMN CENTERLINES

PRE-MANU

FACTUR

ED WOOD ROOF TR

USSES

AT 24'

O.C. SING

LE SLO

PE 1/12

PRE-MANUFACTURED WOOD ROOF TRUSSES

AT 24' O.C. SING

LE SLOPE 1/12

PRE-MANUFACTURED WOOD ROOF TRUSSES

AT 24' O.C. SING

LE SLOPE 1/12

PRE-MANU

FACTUR

ED WOOD ROOF TR

USSES

AT 24'

O.C. SING

LE SLOPE 1/

12

PRE-MANU

FACTUR

ED WOOD ROOF TR

USSES

AT 24'

O.C. SING

LE SLO

PE 1/12

PRE-M

ANUFAC

TURED

WOOD R

OOF TR

USSES

AT 24'

O.C. S

INGLE

SLOPE

1/12

PRE-M

ANUFA

CTUR

ED WO

OD RO

OF TR

USSES

AT 24

' O.C.

SING

LE SLO

PE 1/1

2

PRE-MANU

FACTUR

ED WOOD ROOF TR

USSES

AT 24'

O.C. SING

LE SLOPE 1/

12

EXTERIOR STUDS TO BE 2x6 NUMBERONE SOUTHERN PINE AT 16" O.C. OR

5 1/2" x 1 1/2" TRUSJOIST 1.3ETIMBERSTRAND LSL STUDS AT 16" O.C.(BOTH OPTIONS TO HAVE TWO ROWS OF2x6 HORIZONTAL BLOCKING (4'-8" O.C.)

SHEAR WALL TO BE 2x6 SPF STUDS AT 16"O.C. WITH 2x6 HORIZONTAL BLOCKING AT

MIDHEIGHT AND 7/16" O.S.B. WALLSHEATHING ONE SIDE WITH .113" DIAMETER

NAILS BY 2 3/8" LONG AT 4" O.C. ATPANEL EDGES AND 6" O.C. IN THE FIELD

SHEAR WALL TO BE 2x6 SPF STUDS AT 16"O.C. WITH 2x6 HORIZONTAL BLOCKING AT

MIDHEIGHT AND 7/16" O.S.B. WALLSHEATHING ONE SIDE WITH .113" DIAMETER

NAILS BY 2 3/8" LONG AT 4" O.C. ATPANEL EDGES AND 6" O.C. IN THE FIELD

PROVIDE 1/2" OSB ONNORTH SIDE OF TRUSS



/AAS

01-2

0-17

STRU

CTUR

AL R

EVIS

IONS

1EL

A

12-2

3-16

STAT

E SU

BMIT

TAL





AutoCAD SHX Text

N

AutoCAD SHX Text

R

AutoCAD SHX Text

AR10800081

AutoCAD SHX Text

C

AutoCAD SHX Text

Y

AutoCAD SHX Text

A

AutoCAD SHX Text

R

AutoCAD SHX Text

R

AutoCAD SHX Text

A

AutoCAD SHX Text

T

AutoCAD SHX Text

H

AutoCAD SHX Text

E

AutoCAD SHX Text

I

AutoCAD SHX Text

E

AutoCAD SHX Text

G

AutoCAD SHX Text

E

AutoCAD SHX Text

R

AutoCAD SHX Text

A

AutoCAD SHX Text

A

AutoCAD SHX Text

N

AutoCAD SHX Text

I

AutoCAD SHX Text

D

AutoCAD SHX Text

A

AutoCAD SHX Text

I

AutoCAD SHX Text

N

AutoCAD SHX Text

No.

AutoCAD SHX Text

T

AutoCAD SHX Text

C

AutoCAD SHX Text

K

AutoCAD SHX Text

D

AutoCAD SHX Text

S

AutoCAD SHX Text

.

AutoCAD SHX Text

C

AutoCAD SHX Text

I

AutoCAD SHX Text

U

AutoCAD SHX Text

J

AutoCAD SHX Text

E

AutoCAD SHX Text

T

AutoCAD SHX Text

T

AutoCAD SHX Text

S

AutoCAD SHX Text

STATE OF

AutoCAD SHX Text

1

AutoCAD SHX Text

2

1. THIS PLAN IS FOR ROUGH IN LOCATIONS ONLY, FINAL LOCATIONSDETERMINED BY GENERAL CONTRACTOR AND OWNER.

2. ALL PLUMBING WORK SHALL BE PERFORMED IN STRICTACCORDANCE WITH THE 2012 INDIANA PLUMBING CODE, AND SHALLBE PERFORMED IN A GOOD WORKMANLIKE MANNER. WORKSHALL BE IN ACCORDANCE WITH ALL LOCAL CODES WHICH APPLY.

3. CONNECTIONS TO ALL PLUMBING EQUIPMENT TO BE BY PLUMBINGCONTRACTOR INCLUDING ALL REQUIRED MATERIALS.

4. ALL VENT PIPES TO BE CONCEALED IN WALLS.

5. WASTE AND VENT PLUMBING SHALL BE DWV PVC PIPING WITHSOLVENT WELD FITTINGS.

6. WATER HAMMER ARRESTORS SHALL BE INSTALLED AS REQUIRED.

GENERAL PLUMBING NOTES

NOTE: CONTRACTOR SHALL VERIFY PLUMBINGLAYOUT AND FIXTURE REQUIREMENTS PRIOR TOCONSTRUCTION AND ORDERING OF MATERIALS.

LEGEND

HOT WATER SUPPLY

COLD WATER SUPPLY

SANITARY SEWER LINE

SANITARY VENT LINE

ELECTRICAL &PLUMBING PLAN+ ISOMETRIC

EP101

C-1639June 7, 2017

DRAWN BY: CHK'D BY:

PLOT DATE:

REV.

BY

DATE

DESC

RIPT

ION

REV.

PROJ

ECT:


PROJ. NO.:

SHEET NUMBER:

SEAL:

SHEET NAME:


7 6 5 . 4 2 9 . 4 0 7 0w w w . a r k o r - i n c . c o m

ELA RCJ

12-2

3-16

STAT

E SU

BMIT

TAL

110 S

. Pra

irie A

ve, F

rank

fort, I

ndian

a 460

41

CO

TO CITY SEWER SEE CIVIL

1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE, LATEST EDITION, WITH ADOPTED INDIANAAMENDMENTS, AND SHALL BE PERFORMED IN A GOOD WORKMANLIKE MANNER. WORK SHALL BE IN ACCORDANCE WITH ALL LOCAL CODES THAT APPLY.

2. WIRES AND CABLES SHALL COMPLY WITH UL STANDARDS 83 ND 486A, NEMA/ICEA STANDARDS PUB/NO.'S WC-5 AND WC-30, IEEE STANDARDS 82 AND 241, AND ASTMB1, 2, 3, 8, AND D-753. PROVIDE COPPER CONDUCTORS WITH CONDUCTIVITY OF NOT LESS THAN 98% AT 20c. ALL ELECTRICAL WIRING SHALL BE COPPER, #12 MINIMUMSIZE.

3. ELECTRICAL BOXES AND FITTINGS SHALL COMPLY WITH UL STANDARD #50, 514-SERIES AND 886 AND NEMA STANDARDS PUBLICATIONS #051, 052 AND PUBLICATION250.

4. PROVIDE NONMETALLIC OUTLET, DEVICE AND WIRING BOXES, DEPTH AND SIZE ADEQUATE FOR LOCATION AND FUNCTION.

5. WIRING DEVICES SHALL COMPLY WITH NEC, UL 20, 486A, 498 AND 943, IEES STANDARD 241 AND NEMA STANDARDS PUBLICATION NO. WD1, WD2 AND WD5.

6. RECEPTACLES SHALL BE GENERAL DUTY TYPE, 2-POLE, 3-WIRE, GROUNDED, 20 AMPS, 125 VOLTS, GROUND FAULT CIRCUIT INTERRUPTERS SHALL BE FEED-THRU TYPE,CLASS A, GROUP 1, 20 AMPS, 120V. RECEPTACLES SHALL BE INSTALLED 12" ABOVE FINISHED FLOOR TO BOTTOM, UNLESS OTHERWISE NOTED.

7. SWITCHES SHALL BE GENERAL DUTY, 20 AMPS, 120-227 VOLTS, DIMMER SHALL BE 120 VOLTS, WATTAGE AS REQUIRED, ROTARY DIMMER, WITH ELECTROMAGNETICFILTERS, INCANDESCENT USE.

8. WALL PLATES TO BE PLASTIC, SMOOTH, COLOR TO BE IVORY UNLESS OTHERWISE SPECIFIED.

9. CIRCUIT AND MOTOR DISCONNECTS SHALL COMPLY WITH NEC, UL 98, AND NEMA STANDARDS #KS1. PROVIDE GENERAL DUTY DISCONNECT SWITCHES, ENCLOSED WITHREQUIRED ELECTRICAL CHARACTERISTICS OF PROTECTED EQUIPMENT, WITH VISIBLE SWITCHBLADE HANDLE. PROVIDE FUSES FOR SAFETY SWITCHES, ASRECOMMENDED BY MANUFACTURER. INSTALL SWITCH WITHIN SIGHT OF EQUIPMENT CONTROLLED.

10. PANELBOARDS SHALL COMPLY WITH NEC ARTICLE 384, UL 67, 50, 869, 486A, 486B, AND 1053, AND NEMA STANDARDS #250, PBI AND #1.1. PROVIDED FACTORYASSEMBLED, DEAD FRONT SAFETY CONSTRUCTED, SERVICE ENTRANCE CIRCUIT BREAKER TYPE, SIZE, AND RATING SPECIFIED. CONSTRUCT WITH SOLID COPPER BUSBARS, INCLUDING NEUTRALS AND GROUND, AND PLUG-IN TYPE CIRCUIT BREAKERS.

11. BREAKERS SHALL HAVE PERMANENT THERMAL AND INSTANTANEOUS MAGNETIC TRIP, AND WITH FAULT-CURRENT LIMITING PROTECTION, FILL OUT PANELBOARD'SCIRCUIT DIRECTORY (TYPED ONLY) AT COMPLETION OF WORK.

12. LIGHTING FIXTURES SHALL COMPLY TO NEC, NEMA, UL AND IES (APPLICABLE ARTICLES). PROVIDE MANUFACTURER'S RECOMMENDED LAMPS FOR ALL FIXTURESAND CLEAN AND REPLACE BURNED OUT LAMPS AT SUBSTANTIAL COMPLETION.

13. INSTALL PROPERLY RATED RECESSED FIXTURES FOR INSTALLATION ADJACENT TO INSULATION WHERE REQUIRED, AND RATED FOR DAMP USE WHERE SUBJECTED TOMOISTURE.

GENERAL ELECTRICAL NOTES

STUB SANITARY LINEINTO TENANT SPACE,

PROVIDE CAP

LITHOINA WALL SCONCEOCLS BRONZE FINISH(TYP. ON BOTH SIDES OFDOOR, SEE ELEVATION FORMOUNTING HEIGHT)

LITHONIA WALL PACKOLAW23 53K 120 PE BZMOUNT +/- 12'-0" A.F.F.

LITHOINA WALL SCONCEOCLS BRONZE FINISH

(TYP. ON BOTH SIDES OFDOOR, SEE ELEVATION FOR

MOUNTING HEIGHT)


(TYP. ON BOTH SIDES OFDOOR, SEE ELEVATION FOR

MOUNTING HEIGHT)


(TYP. ON BOTH SIDES OFDOOR, SEE ELEVATIONFOR MOUNTING HEIGHT)

SERVICE INFROM UTILITY POLE

HOUSEMETER

SPARE

TENANT D

TENANT C

TENANT B

TENANT A

DEBO

REA

L ES

TATE

-NE

W B

UILD

ING

STRIP LED (WATERPROOF80LUMENS/ FT) TO RUNUNDER MASONRY SILL,SEE WALL SECTIONS FORMOUNTING ELEVATION




TO PHOTO CELL TO PHOTO CELL

COORDINATE LOCATION OFSANITARY STUB WITH TENANT

BUILD-OUT DRAWINGS


PROVIDE CAP


PROVIDE CAP

WATER LINE SHUTOFF

WATER LINE SHUTOFF

WATER LINE SHUTOFF

WATER LINE SHUTOFF

LITHONIA WALL PACKOLAW23 53K 120 PE BZMOUNT +/- 12'-0" A.F.F.

TO PHOTO CELL

PHOTO CELL

FUTURE CONDENSERLOCATIONS

FUTURE CONDENSERLOCATIONS

TENANT "A"STUB-OUT

TENANT "B"STUB-OUT

TENANT "C"STUB-OUT

TENANT "D"STUB-OUT

CLEAN-OUT

TO CITY WATER SEE CIVIL

TO CITY GAS SERVICE, SEECIVIL

GAS METERSA B C D

120/208V3-PH 4W

PADMOUNTTRANSFORMER

100AHOUSEPANEL FUTURE

PANEL

FUTUREPANEL

FUTUREPANEL

FUTUREPANEL

FUTUREPANEL

DISC.

DISC.

DISC.

DISC.

DISC.

MAINDISC.

2-17

-17

PLUM

BING

AND

ELE

CTRI

CAL R

EVIS

IONS

2EL

A

110 s. prairie ave, frankfort in 46041 · vct vinyl composition tile vnr veneer vin vinyl vb vinyl...

Documents