IDEAL BUILDERS PERKINS OIL INC. PLAN REVIEW › dpced › planning › documents › 4707pr_site.pdf1406 emil street madison, wi 608.271.8111 608.271.6233 idealbuildersinc.com gross

101A0

1a

FACP

F

e1

DOOR TAG &DOOR PANEL TYPEWINDOW TAG

WALL TAG

FIRE ALARM HORN & STROBE

EMERGENCY EXIT SIGNFIRE ALARM CONTROL PANEL

F

F

FIRE ALARM BELLFIRE ALARM PULL BOX

EXISTING CONSTRUCTION

NEW CONSTRUCTION

6"

( 6" )

TYPICAL DIMENSION

DIMENSION SHOWING FINISH TO FINISH2AFIRE EXTINGUISHER

PROJECT KEYED NOTE?

© 2

015

ST

RUC

RITE

DESIG

N, IN

C.

Drawing Key:

DESIGNER/SUPERVISINGPROFESSIONAL OWNER

SHEET INDEX

12/1

8/20

15 1

:01:

01 P

M

4707 PFLAUM ROADMADISON, WI 53718

IDEAL BUILDERS

PERKINS OIL INC. PLAN REVIEW

Struc Rite Design, Inc.Boyd E. Coleman, P.E.President, Engineer805 Clinton StreetWaukesha, WI 53186262.549.3222262.896.2079www.srdinc.biz

IDEAL BUILDERSJIM DAGGETBUILDING CONSULTANT1406 EMIL STREETMADISON, WI608.271.8111608.271.6233IDEALBUILDERSINC.COM

PERKINS OIL INC.CONTRACTOR A0.9 BUILDING AREAS 12.02.2015 12.18.2015A1.1 ADDITION - FLOOR PLAN 12.02.2015 12.18.2015

A1.2 ADDITION - ROOF PLAN 12.02.2015 12.18.2015A1.3 STORAGE GARAGE - FLOOR & ROOF PLAN 12.02.2015 12.18.2015A2.0 ADDITION - EXTERIOR ELEVATIONS 12.02.2015 12.18.2015A2.1 STORAGE GARAGE - EXTERIOR ELEVATIONS 12.02.2015 12.18.2015A4.0 DETAIL PLANS 12.02.2015 12.21.2015

SHEET Sheet NameDESIGN

DEVELOPMENTPLAN

REVIEWSTATE

REVIEWREVISION

1REVISION

2

G1.0 COVER PAGE 12.02.2015 12.18.2015

2009 INTERNATIONAL BUILDING CODE w/ WISCONSIN AMENDMENTS

SUBMITTAL TYPE

TYPE OF CONSTRUCTION

NUMBER OF STORIES

SPRINKLED

SPRINKLER TYPE

FIRE SUPPRESSION

FIRE ALARM

ALARM TYPE

WATER CLOSET-MALE

WATER CLOSET-FEMALE

LAVATORIES

TUBS/SHOWERS

DRINKING FOUNTAINS

OTHER

MAXIMUM EXIT DISTANCE

MAXIMUM COMMON PATH

MAXIMUM DEAD-END CORRIDOR

TOTAL NUMBER OF EXITS

REQUIRED STAIR WIDTH

REQUIRED EGRESS WIDTH

MAIN OCCUPANCY TYPE

ALL OCCUPANCY TYPES

OCCUPANCY SEPARATIONS

INCIDENTAL USES

* ALLOWABLE AREA

ACTUAL AREA FOR

ACTUAL AREA FOR

ACTUAL AREA FOR

TOTAL ACTUAL AREA

TOTAL OCCUPANT LOAD

REQUIRED PROVIDED

REQUIRED PROVIDED

REQUIRED PROVIDED

REQUIRED PROVIDED

REQUIRED PROVIDED

MAXIMUM ACTUAL

MAXIMUM ACTUAL

MAXIMUM ACTUAL

REQUIRED ACTUAL

REQUIRED ACTUAL

REQUIRED ACTUAL

ADDITION

IIB

1

YES

WET

NFPA-13

YES

AUTOMATIC

3

1 3

1 4

NA NA

3 3

250'-0"

100'-0"

50'-0"

44" NA

NA NA

S-1

S-1,B

NONE

76,713 SQFT w/ FRONTAGE INCREASE

EXIST B: 2,896 SQFT, EXIST S-1: 29,967 SQFT

NEW B: 616 SQFT, NEW S-1: 21,392 SQFT

54,871 SQFT

138

1

ADDITION CODE INFORMATION:

PROJECT LOCATION

2009 INTERNATIONAL BUILDING CODE w/ WISCONSIN AMENDMENTS

SUBMITTAL TYPE

TYPE OF CONSTRUCTION

NUMBER OF STORIES

SPRINKLED

SPRINKLER TYPE

FIRE SUPPRESSION

FIRE ALARM

ALARM TYPE

WATER CLOSET-MALE

WATER CLOSET-FEMALE

LAVATORIES

TUBS/SHOWERS

DRINKING FOUNTAINS

OTHER

MAXIMUM EXIT DISTANCE

MAXIMUM COMMON PATH

MAXIMUM DEAD-END CORRIDOR

TOTAL NUMBER OF EXITS

REQUIRED STAIR WIDTH

REQUIRED EGRESS WIDTH

MAIN OCCUPANCY TYPE

ALL OCCUPANCY TYPES

OCCUPANCY SEPARATIONS

INCIDENTAL USES

* ALLOWABLE AREA

ACTUAL AREA FOR

ACTUAL AREA FOR

ACTUAL AREA FOR

TOTAL ACTUAL AREA

TOTAL OCCUPANT LOAD

REQUIRED PROVIDED

REQUIRED PROVIDED

REQUIRED PROVIDED

REQUIRED PROVIDED

REQUIRED PROVIDED

MAXIMUM ACTUAL

MAXIMUM ACTUAL

MAXIMUM ACTUAL

REQUIRED ACTUAL

REQUIRED ACTUAL

REQUIRED ACTUAL

ADDITION

IIB

1

NO

NONE

NONE

300'-0"

100'-0"

20'-0"

1

NA NA

NA NA

S-2

S-2

NONE

26,000 SQFT.

S2 4,992 SQFT.

4,992 SQFT.

10

STORAGE GARAGE PROJECT INFORMATION:

PLUMBING FIXTURES LOCATED INADJACENT BUILDING

C1.0 ARCHITECTURAL SITE PLAN 12.02.2015 12.18.2015C1.1 CIVIL - EXISTING CONDITIONS 12.18.2015C1.2 CIVIL - DEMO PLAN 12.18.2015C1.3 CIVIL - GRADING AND EROSION CONTROL PLAN 12.18.2015C1.4 CIVIL - UTILITY PLAN 12.18.2015C1.5 CIVIL - SITE PLAN 12.18.2015LS1.0 LANDSCAPE PLAN 12.18.2015

FE

EXISTING BUILDING32,863 S.F.

F.F. = 100' - 0"(868.9')PROPOSED ADDITION

22,008 S.F.UPPER AREA F.F. = 100' - 0" (868.9')LOWER AREA F.F. = 96' - 0" (864.9')

136.24 183.00

PRO

POSE

D B

UIL

DIN

G

4,99

2 S.

F.

F.F.

= 9

4' -

2" (8

63.0

)

PROP

OSED

ASP

HALT

RA

MP

CONC SLAB

(11)

PA

RK

ING

ST

ALL

S

SANITARY SEWER EASEMENT

30.0

030

.00

CL 30' MMSD EASEMENT

PF

LA

UM

RO

AD

10.00

10' EXISTING PRIVATEWATER MAIN EASEMENT

10' EXISTING SANITARYSEWER EASEMENT

(4) PARKING STALLS(2) HANDICAP ACCESSIBLE

(2) PARKINGSTALLS

EXIS

TING

ASP

HALT

(11) PARKING STALLS

15

.72

10

.72

31.44

PR

OG

RE

SS

RO

AD

15

.60

16.00

48.00

104.0

0

PROVIDE HANDICAPPARKING SIGNAGE

10.00

STEEL BIKE RACK

SAW CUT

+/- 45.0 +/- 45.0

IMA

GIN

AR

Y P

RO

PE

RT

Y L

INE

12

3

4

SITE PLAN NOTES:1. TOTAL SITE AREA 185,970 S.F.2. TOTAL IMPERVIOS AREA 138,683 S.F. (74.5%)

P R O J E C T D A T A

S H E E T T I T L E

JOB NUMBER:

DRAWN BY:

SHEET NUMBER:

© 2

015 ST

RU

C RIT

E D

ESIG

N, I

NC.

805 Clinton Street

Waukesha, WI 53186

262.549.3222

www.srdinc.biz

STRUC RITE

DESIGN, INC

4707 P

FLA

UM

RO

AD

MA

DIS

ON

, W

I 53718

12/18

/20

15 3

:19:2

7 P

M

14-007

JJR

C1.0

IDE

AL B

UIL

DE

RS

PE

RK

INS

OIL

IN

C.

ARCHITECTURAL SITE PLAN

12.02.2015

12.18.2015

PLAN REVIEW

1406 EMIL STREETMADISON, WI608.271.8111

608.271.6233IDEALBUILDERSINC.COM

1" = 30'-0"1PROPOSED SITE PLAN

NORTH

KEYNOTE LEGEND

KEY # KEYNOTE TEXT

1 6”x5’-0”x24’-0” CONCRETE APRON

2 6”x5’-0”x35’-0” CONCRETE APRON

3 8’-0” HIGH ALUMINIZED 2” MESH CHAIN LINK FENCE WITH PRIVACY

SLATS AND POSTS AT 8’-0” O.C. FLANGED TO CONCRETE SLAB.

4 24’-0” WIDE DOUBLE LEAF SWINGING GATE COMPLETE WITH PRIVACY

SLATS & GATE POSTS SET IN CONCRETE.

FE FEFE

FE

FEFE

WH

FE

FE

EGRESS PATH

FIRE EXTINGUISHER

FIRE WALL,4-HOUR ASSEMBLY RATING

ACCESSIBLE ROUTE

EGRESS PLAN DRAWING KEY:

EXIT SIGN

FIRE BARRIER,4-HOUR ASSEMBLY RATING

SHAFT ENCLOSURE,2-HOUR ASSEMBLY RATING

FIRE PARTITION,1-HOUR ASSEMBLY RATING1-H

R FP

2-HR

SE

4-HR

FB

4-HR

FW

2A

FIRE WALL,3-HOUR ASSEMBLY RATING

3-HR

FW FIRE WALL,

2-HOUR ASSEMBLY RATING

2-HR

FW

FIRE BARRIER,3-HOUR ASSEMBLY RATING3-H

R FB FIRE BARRIER,

2-HOUR ASSEMBLY RATING2-HR

FB

SHAFT ENCLOSURE,1-HOUR ASSEMBLY RATING1-H

R SE

FIRE PARTITION,0.5-HOUR ASSEMBLY RATING

0.5-H

R FP

NON-RATED WALLOCCUPANCY TYPES

BS-1

2,896 SFB

51,359SF

S-1616 SF

B

174'-0"

23'-0

"

30'-8"

35'-8

"

112'-4"

12'-2

"

31'-0"

28'-0

"

25'-0"

36'-7

"

142'-2" 31'-0"

82'-0

"

21'-10"

18'-0

"

33'-0"

10'-0

"7'-

0"

8'-0"

17'-0

"

8'-0"

RAMP

RAMP

GROSS BUILDING AREA

EXISTING BUILDINGPROPOSED ADDITION

32,863SF

EXISTING BUILDING

22,008SF

PROPOSED ADDITION

A1.0 GENERAL NOTES:1. MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED TO MEET CURRENT CODES.

ELECTRICAL CONTRACTOR RESPONSIBLE FOR DESIGN AND SUBMITTAL TO STATE.2. AN EXTERIOR LIGHT SHALL BE PROVIDED AT EXIT DOOR AND BE PROVIDED WITH

EMERGENCY POWER PER CURRENT CODES AND BE INCLUDED IN EGRESSILLUMINATION PLANS.

3. FIRE EXTINGUISHERS SHALL BE INSTALLED IN LOCATIONS AS NOTED ON PLANSBELOW. EXTINGUISHERS ARE TO BE MOUNTED TO ADJACENT WALL OR COLUMNUSING STANDARD MANUFACTURES BRACKETS OR EQUIVALENT. FOR WALL MOUNTLOCATIONS ATTACH BRACKET TO STUDS OR BLOCKING ONLY. EXTINGUISHERS TOMEET CURRENT BUILDING CODE AND NFPA 10.

48'-0

"

40'-0"

51'-0

"

40'-0" 3'-0"

4,99

2 SF

STO

RAG

E G

ARAG

E GROSS BUILDING AREA

STORAGE GARAGE

OCCUPANCY TYPES

S-24,992 SF

S-2

P R O J E C T D A T A

S H E E T T I T L E

JOB NUMBER:

DRAWN BY:

SHEET NUMBER:

© 2

015

STR

UC

RITE

D

ESIG

N, I

NC.

805 Clinton StreetWaukesha, WI 53186

262.549.3222www.srdinc.biz

STRUC RITEDESIGN, INC

4707

PFL

AUM

RO

ADM

ADIS

ON

, WI 5

3718

12/18

/20

15 12:5

1:27 P

M

14-007

JJR

A0.9

IDEA

L BU

ILD

ERS

PER

KIN

S O

IL IN

C.

BUILDING AREAS

12.02.2015

12.18.2015

PLAN REVIEW

1406 EMIL STREETMADISON, WI608.271.8111

608.271.6233IDEALBUILDERSINC.COM

GROSS BUILDING AREANAME AREA

EXISTING BUILDING 32,863 SFPROPOSED ADDITION 22,008 SFSTORAGE GARAGE 4,992 SFGRAND TOTAL: 59,863 SF

OCCUPANCY AREASOCCUPANCY AREA

B 2,896 SFB 616 SF

S-1 51,359 SFS-2 4,992 SF

GRAND TOTAL: 59,863 SF 1" = 60'-0"2OCCUPANCY AREAS

1/16" = 1'-0"5ADDITION EGRESS PLAN

1" = 60'-0"1GROSS SQFT

NORTH

1/16" = 1'-0"6STORAGE GARAGE EGRESS PLAN

1" = 50'-0"3STORAGE GARAGE GROSS SQFT

1" = 50'-0"4STORAGE GARAGE OCCUPANCY AREAS

FE FEFE

FE

FEFE

A2.0

A2.0

A2.0

3

2

1

A

2 1

B

F

25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 32' - 0" 1' - 0"

345678

24' -

0"

24' -

0"

20' -

0"

26' -

0"

26' -

0"

120'

- 0

"

E

GUARD RAIL

OV

ER

HE

AD

DO

OR

10,755 SF

UPPER WAREHOUSE

100

F.F. = 100'-0"

10,180 SF

TANK STORAGE

102

F.F. = 96'-0"

EXISTING BUILDING

F.F. = 100'-0"

GUARD RAIL

WASH BAY

SLATED CHAIN LINK FENCE

SLATED CHAIN LINK FENCE GATE

CONC SLABF.F. = 96'-0"

D

C

F.F. = 96'-0"

C.B.

19' - 2" 3' - 4"2' - 6"

2' - 0"

OVERHEAD DOOR

12' - 0" x 14' - 0"

2' - 0"

OVERHEAD DOOR

12' - 0" x 14' - 0" 4' - 0"

DRIVERS LOCKER

ROOM

DRIVERS OFFICE

UNISEX RESTROOM

5' - 0"

REMOVABLE RAILING

20' - 0"

8' -

0"

SLA

TE

D C

HA

IN L

INK

FE

NC

E

68' -

0"

52' -

0"

F.F. = 96'-0"

OFFICE

1

1 1

2

2

3

183' - 0"

4

4

4

2

A4.0

1

100b

10

0a

10

0c

10

0d

100e 10

0f

100g 100h

1

GUARDRAIL

A1.1

2

55

101h

3' -

8"

3' -

4"

1' -

0"

OV

ER

HE

AD

DO

OR

12' -

0"

x 1

2' -

0"

4' -

0"

3' - 8"

OVER HEAD DOOR

12' - 0" x 14' - 0"4' - 0"3' - 4"2' - 0"

REMOVABLE SECTIONOF GUARD RAIL(15'-20' SECTION)

4' -

11

3/4"

VE

RIF

Y

6' -

11

1/2"

12' -

0"

10"

3' -

4"

VE

RIF

Y

24' -

0"

TO

EX

IST

. CO

LUM

N

GENERAL PLAN NOTES:1. SEE SHEET A5.0 FOR ALL TYPICAL MOUNTING HEIGHTS AND DOOR CLEARANCES.2. NOT USED

3

A1.1

6"3'

- 6

"

6 TREADS @ 11" = 5' - 6" RUN

LANDING

3' - 6"

1st LEVEL100' - 0"

LOWER LEVEL96' - 0"

6 TREADS @ 11" = 5' - 6" RUN

LANDING

3' - 6"

7 R

ISE

RS

@ ±

6 7

/8"

= 4

' - 0

" R

ISE

6 7/

8" T

YP

.

1' - 0" 1' - 0"

TYP.

11"

6

7

P R O J E C T D A T A

S H E E T T I T L E

JOB NUMBER:

DRAWN BY:

SHEET NUMBER:

© 2

015 ST

RU

C RIT

E D

ESIG

N, I

NC.

805 Clinton Street

Waukesha, WI 53186

262.549.3222

www.srdinc.biz

STRUC RITE

DESIGN, INC

4707 P

FLA

UM

RO

AD

MA

DIS

ON

, W

I 53718

12/18

/20

15 3

:22:4

6 P

M

14-007

JJR

A1.1

IDE

AL B

UIL

DE

RS

PE

RK

INS

OIL

IN

C.

ADDITION - FLOOR PLAN

12.02.2015

12.18.2015

PLAN REVIEW

1406 EMIL STREETMADISON, WI608.271.8111

608.271.6233IDEALBUILDERSINC.COM

3/32" = 1'-0"1ADDITION FLOOR PLAN

NORTH

KEYNOTE LEGEND

KEY # KEYNOTE TEXT1 PROVIDE 6ӯ CONCRETE FILLED PIPE BOLLARDS AS SHOWN.

2 METAL STAIR AND RAILING

3 EXISTING WALL PANEL, LINER PANEL, COLUMNS & GIRTS TO REMAININ PLACE

4 26 GA WHITE LINER PANEL 16’-0” HIGH

5 REMOVE EXISTING DOOR & RELOCATE EAST OF OVERHEAD DOOR.

6 METAL GRATE STAIR TREAD

7 MC12x10.6 STAIR STRINGER

1/2" = 1'-0"2TYP. METAL STAIR

1/2" = 1'-0"3TYP. METAL STAIR

A2.0

A2.0

A2.0

3

2

1

A

2 1

B

F

345678

E

D

C

25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 32' - 0"

1' - 0"

183' - 0"

24' -

0"24

' - 0"

20' -

0"26

' - 0"

26' -

0"

120'

- 0" RIDGE RIDGE RIDGE

1" /

12"

1" /

12"

1" /

12"

1" /

12"

1" /

12"

1" /

12"

1" /

12"

1" /

12"

1

22

22

• ROOFING CONTRACTOR TO INSTALL ALL ROOFING AND INSULATION PERMANUFACTURER'S DETAILS AND SPECIFICATIONS (TYP). PROVIDE ALLREQUIRED MATERIALS AND ACCESSORIES FOR A COMPLETE, WATER-TIGHTSYSTEM.

• ROOFING CONTRACTOR TO PROVIDE AND INSTALL MEMBRANE FROM FLASHINGFOR ALL ROOF PENETRATIONS PER ROOF MEMBRANE MANUF. REQUIREMENTS.

• ROOF PENETRATIONS TO BE PAINTED TO MATCH ROOF COLOR.• SEE MECHANICAL DRAWINGS FOR LOCATIONS AND SIZE OF ALL ROOF

PENETRATIONS AND CURBS REQUIRED FOR MECH. EQUIPMENT.• ALL TAPERED INSULATION TO BE E.P.S. @ 1/4"/ FT SLOPE.• TAPERED FIBER EDGE STRIP TYPICAL @ ENTIRE PERIMETER.

= INDICATES DIRECTION OF ROOF SLOPE

DS = SCUPPER / DOWNSPOUT LOCATION

• COORDINATE ALL ROOF OPENINGS AND PENETRATIONS WITH PLUMBING,MECHAVICAL, AND ELECTRICAL CONTRACTORS.

• ROOF-TOP EQUIPMENT SHOWN FOR REFERENCE. SEE MECHANICAL FORACTUAL EQUIPMENT AND LOCTIONS. TYPICAL.

GENERAL ROOF PLAN NOTES:

_:12

P R O J E C T D A T A

S H E E T T I T L E

JOB NUMBER:

DRAWN BY:

SHEET NUMBER:

© 2

015

STR

UC

RITE

D

ESIG

N, I

NC.

805 Clinton StreetWaukesha, WI 53186

262.549.3222www.srdinc.biz

STRUC RITEDESIGN, INC

4707

PFL

AUM

RO

ADM

ADIS

ON

, WI 5

3718

12/18

/20

15 12:5

1:51 PM

14-007

JJR

A1.2

IDEA

L BU

ILD

ERS

PER

KIN

S O

IL IN

C.

ADDITION - ROOF PLAN

12.02.2015

12.18.2015

PLAN REVIEW

1406 EMIL STREETMADISON, WI608.271.8111

608.271.6233IDEALBUILDERSINC.COM

3/32" = 1'-0"1ADDITION ROOF PLAN

NORTH

KEYNOTE LEGEND

KEY # KEYNOTE TEXT1 DELUX PRE-PAINTED GUTTER WITH OPEN DOWNSPOUTS -COLOR:

FOX GRAY2 24 GA STANDING SEAM METAL ROOF PANEL w/ THERMAL BLOCKS AND

8" INSULATION -COLOR: GALVALUME

FE

FE

WH

FE

A2.1

A2.1

A2.1A2.1 1

4

3

2

48' - 0"

321

A

B

C

D

E2

7' -

0"

25' -

0"

25' -

0"

27' -

0"

104

' - 0

"

24' - 0" 24' - 0"

48' - 0"

3' - 4" 3' - 6"

1

F.D.

F.D.

F.D.

F.D.

2

3

3

3

4

4

5

7

8

20

0f

20

0d

20

0c

20

0b

3' -

6"

OV

ER

HE

AD

DO

OR

22' -

0"

x 1

4' -

0"

1' -

6"

1' -

6"

OV

ER

HE

AD

DO

OR

22' -

0"

x 1

4' -

0"

1' -

6"

1' -

6"

OV

ER

HE

AD

DO

OR

22' -

0"

x 1

4' -

0"

1' -

6"

1' -

6"

OV

ER

HE

AD

DO

OR

22' -

0"

x 1

4' -

0"

3' -

6"

20

0a

3' - 4" 3' - 6"

20

0e

GENERAL PLAN NOTES:1. SEE SHEET A5.0 FOR ALL TYPICAL MOUNTING HEIGHTS AND DOOR CLEARANCES.

2. NOT USED

321

A

B

C

D

E

48' - 0"

24' - 0" 24' - 0"

27' -

0"

25' -

0"

25' -

0"

27' -

0"

104

' - 0

"

RID

GE

RID

GE

6666

1" / 12"

1" / 12"

RID

GE

1" / 12"

1" / 12"

P R O J E C T D A T A

S H E E T T I T L E

JOB NUMBER:

DRAWN BY:

SHEET NUMBER:

© 2

015 ST

RU

C RIT

E D

ESIG

N, I

NC.

805 Clinton Street

Waukesha, WI 53186

262.549.3222

www.srdinc.biz

STRUC RITE

DESIGN, INC

4707 P

FLA

UM

RO

AD

MA

DIS

ON

, W

I 53718

12/18

/20

15 3

:10:4

1 PM

14-007

JJR

A1.3

IDE

AL B

UIL

DE

RS

PE

RK

INS

OIL

IN

C.

STORAGE GARAGE - FLOOR &

ROOF PLAN

12.02.2015

12.18.2015

PLAN REVIEW

1406 EMIL STREETMADISON, WI608.271.8111

608.271.6233IDEALBUILDERSINC.COM

1/8" = 1'-0"1STORAGE GARAGE FLOOR PLAN

NORTH

KEYNOTE LEGEND

KEY # KEYNOTE TEXT

1 6” CONCRETE FLOOR SLAB w/ REINFORCEMENT PER SPEC & VAPORBARRIER ON 6” COMPRESSED CRUSHED STONE BASE

2 6”x5’-0”x104’-0” CONCRETE APRON

3 8” CONCRETE CURB WALL w/ BI-PASS GIRTS (TYPICAL AT SIDE WALL &END WALL) w/ 26 GA WHITE LINER PANEL TO 8’-0” A.F.F.

4 EXTERIOR COLUMNS TO EXTEND TO 94’-2” (F.F.)

5 PROVIDE 6ӯ CONCRETE FILLED PIPE BOLLARDS AS SHOWN.

6 26 GA SCREW DOWN LAP ROOF PANEL -COLOR: GLAVALUME

7 18”x18” UTILITY SINK, COORDINATE LOCATION WITH GENERALCONTRACTOR

8 COORDINATE FINAL LOCATION OF WATER HEATER WITH GENERALCONTRACTOR

1/8" = 1'-0"2STORAGE GARAGE ROOF LEVEL

1st LEVEL100' - 0"

EXIST. LOW EAVE124' - 0"

A B FE

LOWER LEVEL96' - 0"

DC

LOW EAVE121' - 0"

25' -

0" 28' -

0"

21' -

0"4'

- 0"

24' -

0"

1" 12"

1" 12"

7' - 0

"14

' - 0"

4' - 0

"

6

5

4 1

7' - 0

"14

' - 0"

7

MEZZANINE LEVEL110' - 0"

99

100c100b

120' - 0"

1st LEVEL100' - 0"

1st LEVEL100' - 0"

EXIST. LOW EAVE124' - 0"

21 3 4 5 6 7 8

LOW EAVE121' - 0"

21' -

0"24' -

0"

7' - 0

"14

' - 0"

3

4

5

10' -

0"14

' - 0"

7

3' - 0

" STE

P DO

WN

MEZZANINE LEVEL110' - 0"

MEZZANINE LEVEL110' - 0"

6

10 10

100a

THIS SIDE ONLY

182' - 0"

ELEVATION GENERAL NOTES:1. NOT USED

1st LEVEL100' - 0"

EXIST. LOW EAVE124' - 0"

2 1345678

LOWER LEVEL96' - 0"

LOW EAVE121' - 0"

8' - 0

"

25' -

0"

25' -

0" 28' -

0"

7' - 0

"14

' - 0"

4' - 0

"

1

2

3

4

5

18' -

0"6'

- 0"

4' - 0

"

8

1010

10

100e

100d

100g 100h

100f

THIS SIDE ONLY

THIS SIDE ONLY

184' - 0"

P R O J E C T D A T A

S H E E T T I T L E

JOB NUMBER:

DRAWN BY:

SHEET NUMBER:

© 2

015

STR

UC

RITE

D

ESIG

N, I

NC.

805 Clinton StreetWaukesha, WI 53186

262.549.3222www.srdinc.biz

STRUC RITEDESIGN, INC

4707

PFL

AUM

RO

ADM

ADIS

ON

, WI 5

3718

12/18

/20

15 12:5

2:0

3 P

M

14-007

CDS

A2.0

IDEA

L BU

ILD

ERS

PER

KIN

S O

IL IN

C.

ADDITION - EXTERIORELEVATIONS

12.02.2015

12.18.2015

PLAN REVIEW

1406 EMIL STREETMADISON, WI608.271.8111

608.271.6233IDEALBUILDERSINC.COM

3/32" = 1'-0"1SOUTH ELEVATION

3/32" = 1'-0"2WEST ELEVATION

KEYNOTE LEGEND

KEY # KEYNOTE TEXT1 DOWNSPOUT -COLOR FOX GRAY2 24’-0” WIDE DOUBLE LEAF SWINGING GATE COMPLETE WITH PRIVACY

SLATS & GATE POSTS SET IN CONCRETE.3 24 GA STANDING SEAM METAL ROOF PANEL w/ THERMAL BLOCKS AND

8" INSULATION -COLOR: GALVALUME4 26 GA METAL WALL PANEL – COLOR: FOX GRAY5 26 GA METAL WALL PANEL – COLOR: POLOR WHITE6 8’-0” HIGH ALUMINIZED 2” MESH CHAIN LINK FENCE WITH PRIVACY

SLATS AND POSTS AT 8’-0” O.C. FLANGED TO CONCRETE SLAB.7 DELUX PRE-PAINTED GABLE/EAVE TRIM -COLOR: FOX GRAY8 DELUX PRE-PAINTED GUTTER WITH OPEN DOWNSPOUTS -COLOR:

FOX GRAY9 RELOCATE EXISTING L.E.D. WALL PACK FROM EXISTING SOUTH END

WALL.10 L.E.D. WALL PACK

3/32" = 1'-0"3EAST ELEVATION

ELEVATION GENERAL NOTES:1. NOT USED

1st LEVEL

94' - 2"

ROOF LEVEL

110' - 2"

ABCDE

16' -

0"

4' -

0"

8' -

0"

4' -

0"

5

2

3

4

6

7

7

200e 200d 200c 200b

1st LEVEL

94' - 2"

ROOF LEVEL

110' - 2"

321

1"

12"

1"

12"

16' -

0"

12

3

4

8

200f

9

7

1st LEVEL

94' - 2"

ROOF LEVEL

110' - 2"

A B C D E

16' -

0"

5

2

3

4

7

6

7

1st LEVEL

94' - 2"

ROOF LEVEL

110' - 2"

3 2 1

1"

12"

1"

12"

16' -

0"

1

2

3

4

4' -

0"

8' -

0"

4' -

0"

200a

P R O J E C T D A T A

S H E E T T I T L E

JOB NUMBER:

DRAWN BY:

SHEET NUMBER:

© 2

015 ST

RU

C RIT

E D

ESIG

N, I

NC.

805 Clinton Street

Waukesha, WI 53186

262.549.3222

www.srdinc.biz

STRUC RITE

DESIGN, INC

4707 P

FLA

UM

RO

AD

MA

DIS

ON

, W

I 53718

12/18

/20

15 3

:11:5

5 P

M

14-007

JJR

A2.1

IDE

AL B

UIL

DE

RS

PE

RK

INS

OIL

IN

C.

STORAGE GARAGE - EXTERIOR

ELEVATIONS

12.02.2015

12.18.2015

PLAN REVIEW

1406 EMIL STREETMADISON, WI608.271.8111

608.271.6233IDEALBUILDERSINC.COM

KEYNOTE LEGEND

KEY # KEYNOTE TEXT

1 DELUX PRE-PAINTED GABLE/EAVE TRIM -COLOR: FOX GRAY

2 26 GA METAL WALL PANEL – COLOR: FOX GRAY

3 26 GA METAL WALL PANEL – COLOR: POLOR WHITE

4 8” CONC CURB WALL – SEE STRUCTURAL DRAWINGS

5 26 GA SCREW DOWN LAP ROOF PANEL -COLOR: GLAVALUME

6 DELUX PRE-PAINTED GUTTER WITH OPEN DOWNSPOUTS -COLOR:

FOX GRAY

7 DOWNSPOUT -COLOR FOX GRAY

8 PROVIDE 6ӯ CONCRETE FILLED PIPE BOLLARDS AS SHOWN.

9 L.E.D. WALL PACK

1/8" = 1'-0"1NORTH ELEVATION

1/8" = 1'-0"2EAST ELEVATION

1/8" = 1'-0"3SOUTH ELEVATION

1/8" = 1'-0"4WEST ELEVATION

FE

WH

1. IF FLOOR FINISHES ARE NOT SPECIFIED AND BEING DONE BY OTHERS THE MUSTCONFORM WITH THE FOLLOWING. IN A TOILET AND BATHING ROOMS THE FLOORSURFACE SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE THAT EXTENDSUPWARD ONTO THE WALLS AT LEAST 6 INCHES.

2. IF WALL FINISHES ARE NOT SPECIFIED AND BEING DONE BY OTHERS THE MUSTCONFORM WITH THE FOLLOWING. ALL WALLS IN TOILET AND BATHING ROOMS SHALLHAVE A SMOOTH, HARD NONABSORBENT SURFACE, TO A HEIGHT OF 4'-0" THE FLOORAND THE MATERIALS USED IN SUCH WALLS SHALL BE A TYPE THAT IS NOT ADVERSELYAFFECTED BY MOISTURE.

RESTROOM NOTES:

B

78

C

OFFICE

DRIVERS LOCKERROOM

UNISEX RESTROOMDRIVERS OFFICE

110e

110b

110c

110a

A

i1

i1i1

i1i1

i1

i1

i1i1i1

i1

20' - 4 3/8" 3 5/8" 11' - 8 3/8" 3 5/8"

32' - 8"

3 5/8"

8' - 8

3/4"

3 5/8"

14' -

4 3/8"

3 5/8"

9' - 4

"14

' - 8"

12' - 8" 3 5/8" 7' - 4 3/4" 3 5/8" 11' - 8 3/8" 3 5/8"

20' - 8" 12' - 0"

3 5/8"

13' -

8 1/4"

3 5/8"

9' - 8

1/2"

24' -

0"

i1

1

2

3

4

5

6

7

8

8

8

9

9

910

11

12

13

i1a

i1a

INTERIOR WALL ASSEMBILIES:

5/8" GYP. BOARD

3-5/8" METAL STUD @ 16" O.C.

5/8" GYP. BOARD

5/8" 3 5/8" 5/8"

4 7/8"

i1

5/8" GYP. BOARD

5/8" GYP. BOARD

5/8" 6" 5/8"

7 1/4"

i26" METAL STUD @ 16" O.C.

SOUND BATT INSUATION(R-11 MIN.)

SOUND BATT INSUATION(R-11 MIN.)

i1aGYP. BOARD 1 SIDE ONLY.

A

4' - 0"

3' - 6

"4'

- 0"

STEEL FRAMED BORROWED LIGHTw/ TEMPERED GLASS

BORROWED LIGHT LEGEND

P R O J E C T D A T A

S H E E T T I T L E

JOB NUMBER:

DRAWN BY:

SHEET NUMBER:

© 2

015

STR

UC

RITE

D

ESIG

N, I

NC.

805 Clinton StreetWaukesha, WI 53186

262.549.3222www.srdinc.biz

STRUC RITEDESIGN, INC

4707

PFL

AUM

RO

ADM

ADIS

ON

, WI 5

3718

12/18

/20

15 12:5

2:15

PM

14-007

JJR

A4.0

IDEA

L BU

ILD

ERS

PER

KIN

S O

IL IN

C.

DETAIL PLANS

12.02.2015

12.21.2015

PLAN REVIEW

1406 EMIL STREETMADISON, WI608.271.8111

608.271.6233IDEALBUILDERSINC.COM

NORTH

KEYNOTE LEGEND

KEY # KEYNOTE TEXT1 PROVIDE 30”x36” RESTROOM MIRROR, SEE SHEET A5.0 FOR

MOUNTING HEIGHTS. PROVIDE BLOCKING AS REQUIRED.2 GRAB BARS, SEE SHEET A5.0 FOR MOUNTING HEIGHTS. PROVIDE

BLOCKING AS REQUIRED.3 PROVIDE TOILET PAPER DISPENSER, SEE SHEET A5.0 FOR MOUNTING

HEIGHT AND LOCATION. PROVIDE BLOCKING AS REQUIRED.4 PROVIDE A.D.A. SIGNAGE AS REQUIRED. SEE SHEET A5.05 8’-0” LAMINATED BASE AND WALL CABINETS6 8’-0” LAMINATED COUNTER TOP.7 PROVIDE 13”x13” CERAMIC TILE w/ 6” BASE TILE AT PERIMITER IN

RESTROOM8 PROVIDE VINYL COMPOSITE FLOOR TILE w/ 4” HIGH VINYL BASE AT

BOTH SIDES OF WALL UNLESS NOTED OTHERWISE.9 PROVIDE 2’x4’ LAY-IN ACOUSTIC TILE WITH SUSPENDED CEILING GRID

AT 8’-0” A.F.F.10 PROVIDE 2’x4’ SUSPENDED VINYL COVERED GYP BRD CEILING AT 8’-0”

A.F.F.11 WALL MOUNTED ELECTRIC WATER COOLER12 STAINLESS STEEL SINK & FAUCET. TOP OF SINK TO BE 34” A.F.F. PER

ADA REQUIREMENTS.13 COORDINATE FINAL LOCATION OF WATER HEATER WITH GENERAL

CONTRACTOR

1/4" = 1'-0"1OFFICE/LOCKER ROOM LAYOUT

G1.0SheetsG1.0 - COVER PAGE

C1.0SheetsC1.0 - ARCHITECTURAL SITE PLAN

Perkins Oil Civil Set 24x36A0.9SheetsA0.9 - BUILDING AREAS

A1.1SheetsA1.1 - ADDITION - FLOOR PLAN

A1.2SheetsA1.2 - ADDITION - ROOF PLAN

A1.3SheetsA1.3 - STORAGE GARAGE - FLOOR & ROOF PLAN

A2.0SheetsA2.0 - ADDITION - EXTERIOR ELEVATIONS

A2.1SheetsA2.1 - STORAGE GARAGE - EXTERIOR ELEVATIONS

A4.0SheetsA4.0 - DETAIL PLANS