Pinal County - San Tan EXPIRES: 6/30/2020 Justice of the ... · • 2012 imc (international...

APPLICABLE CODESTHIS PROJECT IS DESIGNED TO COMPLY WITH THE FOLLOWING CODES:• 2012 IBC (INTERNATIONAL BUILDING CODE)• 2012 IMC (INTERNATIONAL MECHANICAL CODE)• 2012 UPC (UNIFORM PLUMBING CODE)• 2012 IPC (INTERNATIONAL PLUMBING CODE)• 2012 IECC (INTERNATIONAL ENERGY CODE)• 2012 IFGC (INTERNATIONAL FUEL CODE)• 2012 NEC (NATIONAL ELECTRICAL CODE)• 2012 IFC (INTERNATIONAL FIRE CODE)• 2010 ADA (AMERICANS WITH DISABILITIES ACT STANDARDS FOR ACCESSIBLE DESIGN)

DEFERRED SUBMITTALS

DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL.

LIST OF DEFERRED SUBMITTALS:1. FIRE ALARM2. FIRE SPRINKLERS3. PRE-FABRICATED TRUSSES

VICINITY MAP:

PROJECT SITE

3655 HUNT HIGHWAYQUEEN CREEK, AZ 85142

NORTH

LOCATION MAP:

PROJECT SITE

3655 HUNT HIGHWAYQUEEN CREEK, AZ 85142

NORTH

PROJECT NARRATIVE

THIS PROJECT IS A NEW BUILDING TO SERVE AS A JUSTICE OF THE PEACE COURT FACILITY. IT IS SITUATED ON AN COUNTY PROPERTY ADJACENT TO A PINAL COUNTY SHERIFF SUBSTATION OFF OF HUNT HIGHWAY. THE BUILDING WILL HOUSE TWO COURT ROOMS, A PUBLIC SERVICE COUNTER, AND OFFICE SUITE FOR COURT STAFF. THE BUILDING WILL BE A NON-RATED WOOD FRAME CONSTRUCTION. THE SITE WORK WILL INCLUDE THE EXPANSION OF THE EXISTING PARKING, ON-SITE SEPTIC SYSTEM, AND THE CREATION OF A SECURE STAFF PARKING AREA. THERE IS NO OFF-SITE WORK IN THIS SCOPE.

SHEET TITLE:

APPROVED BY:

PROJECT NO.:

DATE:

DESIGNED BY:

DRAWN BY:

SHEET NUMBER:

5240 North 16th Street, Suite 101Phoenix, Arizona 85016Telephone: (602) 279-4373Fax: (602) 279-9110

A Limited Liability Company© Copyright 2018

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NAMEGENERALCOVER SHEET

100% CONSTRUCTION DOCUMENTS

Pinal County - San TanJustice of the Peace Courts

3655 Hunt Hwy, Queen Creek, AZ 85142

100% CONSTRUCTION DOCUMENTSISSUE DATE: 05-04-2018

I N D E X O F D R A W I N G SSHEET # SHEET NAME

A-9.5.2 FINISH DETAILS - (513-524)



A-9.6.1 CASEWORK DETAILS - (601-612)



STRUCTURAL

S1.01 GENERAL NOTES

S1.02 GENERAL NOTES

S1.03 SPECIAL INSPECTION & TESTING

S1.04 TYPICAL DETAILS




S2.01 FOUNDATION PLAN

S2.02 ROOFING FRAMING PLAN

S3.01 SECTIONS

S3.02 SECTIONS

S5.01 DETAILS

S5.02 DETAILS

S7.01 OTHER STRUCTURAL DETAILS

MECHANICAL

M0.1 MECHANICAL GENERAL SHEET

M0.2 MECHANICAL SPECIFICATIONS

M2.1 MECHANICAL HVAC PLAN-FIRST FLOOR

M2.2 MECHANICAL PIPING PLAN

M2.3 MECHANICAL HVAC PLAN- ROOF

M5.1 MECHANICAL CONTROLS

M6.1 MECHANICAL DETAILS

M7.1 MECHANICAL SCHEDULES

PLUMBING

P0.1 PLUMBING GENERAL SHEET

P0.2 PLUMBING SPECIFICATIONS

P2.1 PLUMBING PLAN-FIRST FLOOR DRAINAGE

P2.2 PLUMBING PLAN - FIRST FLOOR WATER

P4.1 PLUMBING SCHEMATICS



P5.1 PLUMBING DETAILS

P6.1 PLUMBING SCHEDULES

ELECTRICAL

E0.1 ELECTRICAL NOTES AND SYMBOLS

E0.2 TECHNOLOGY & FIRE ALARM NOTES ANDSYMBOLS

E0.3 ELECTRICAL LIGHT FIXTURE SCHEDULEAND NOTES

E0.4 ELECTRICL LIGHTING COMCHECK

E1.1 ELECTRICAL SITE PLAN

E3.1 ELECTRICAL CEILING PLAN-FIRST FLOOR

E4.1 ELECTRICAL FLOOR PLAN-FIRST FLOOR

E4.2 ELECTRICAL FLOOR PLAN- ROOF

E6.1 ELECTRICAL DETAILS

E8.1 ELECTRICAL DIAGRAMS / PANELSCHEDULES

E10.1 ELECTRICAL SPECIFICATIONS

E10.2 FIRE ALARM SPECIFICATIONS

FIRE PROTECTION

FS0.1 FIRE SURPRESSION GENERAL SHEET

FS2.1 FIRE SUPRESSION PLAN-FIRST FLOOR

I N D E X O F D R A W I N G SSHEET # SHEET NAME

GENERAL

G-0.0 COVER SHEET

G-0.2 PROJECT TEAM, PROJECT DATA,GENERAL NOTES, AND ABBREVIATIONS

G-0.3 DRAWING SYMBOLS & GRAPHICS

G-1.2 CODE SHEET

G-2.1 PLUMBING FIXTURES AND ACCESSORIES

CIVIL

C-1.0 COVER SHEET

C-1.1 GENERAL NOTES

C-3.1 HORIZONTAL CONTROL

C-4.1 GRADING AND DRAINAGE

C-5.1 UTILITY PLAN

C-6.1 DETAIL SHEET

C-7.0 STORM WATER MANAGEMENT PLAN

LANDSCAPE

L-101 LANDSCAPE PLAN

L-102 LANDSCAPE DETAILS

I-101 IRRIGATION PLAN

I-102 IRRIGATION DETAILS

ARCHITECTURAL

A-1.1 OVERALL SITE DEMO PLAN

A-1.2 OVERALL SITE PLAN

A-1.3 3D AXONOMETRIC - SITE VIEWS

A-2.1 OVERALL ANNOTATION PLAN

A-2.2 OVERALL DIMENSION PLAN

A-2.5 ENLARGED PLAN

A-2.6 FINISH PLAN

A-3.1 OVERALL BUILDING SECTIONS

A-3.2 OVERALL BUILDING SECTIONS

A-3.3 PARTIAL BUILDING SECTIONS

A-3.4 WALL SECTIONS

A-3.5 WALL SECTIONS

A-3.6 WALL SECTIONS

A-4.1 EXTERIOR ELEVATIONS

A-4.2 EXTERIOR ELEVATIONS

A-4.6 3D AXONOMETRIC - OVERALL VIEWS

A-4.7 3D AXONOMETRIC - OVERALL VIEWS

A-5.1 WALL TYPES

A-5.2 DOOR & WINDOW TYPES & SCHEDULES

A-5.7 FINISH SCHEDULES

A-6.1 INTERIOR ELEVATIONS




A-6.5 3D MILLWORK

A-7.1 OVERALL ROOF PLAN

A-8.1 OVERALL REFLECTED CEILING PLAN

A-9.1.1 SITE DETAILS - (101-112)

A-9.1.2 SITE DETAILS - (113-124)

A-9.1.3 SITE DETAILS - (126-138)

A-9.2.1 DOOR AND WINDOW DETAILS - (201-212)



A-9.3.1 ROOF DETAILS - (301-312)

A-9.3.2 ROOF DETAILS - (312-324)

A-9.4.1 CEILING DETAILS - (401-412)

A-9.4.2 CEILING DETAILS - (413-424)


NO. REVISION DATE

1 ADDENDUM 1 06/11/18

1

6/11/2018

EXPIRES: 6/30/2020

02

01

02

02

03

04

04

05

07

EXISTING BUILDING

HUNT HIGHWAY

06

08

08

08

13

09

08

12

11

10

14

ROAD CENTERLINE / PROPERTY LINE

ROAD EASEMENT

ROAD EASEMENT

PROPERTY LINE

PROPERTY LINE

14

1. REFER TO CIVIL DRAWINGS FOR HARD SURFACE IMPROVEMENTS AND HORIZONTAL CONTROL.

2. REFER TO LANDSCAPE DRAWINGS FOR PLANTING LOCATIONS3. COORDINATE REMOVAL AND SALVAGE OF EXISTING LANDSCAPE

WITH NEW LANDSCAPE PLANS.4. ALL MECHANICAL UNITS ARE ROOF MOUNTED, SEE ROOF PLAN.5. SEE CIVIL FOR HORIZONTAL CONTROL.6. SIGNS ARE APPROVED BY SEPERATE PERMIT.7. DUMPSTERS AND MECHANICAL EQUIPMENTS WILL BE SCREENED

FROM THE PUBLIC.8. WALLS OVER 6'-0" HIGH APPROVED BY SEPERATE PERMIT.9. EXISTING BUILDING IS OCCUPIED. COORDINATE TIMING OF

REMOVAL OF EXISTING SEPTIC SYSTEM WITH OWNER.

GENERAL NOTES (SITE):

ROAD EASEMENT

PROPERTY LINE

SETBACK LINE

ROAD CENTERLINE

TEMOPORARY CONDITION LINE

BUILDING FOOTPRINT LINE

LEGEND:

SHEET TITLE:

APPROVED BY:

PROJECT NO.:

DATE:

DESIGNED BY:

DRAWN BY:

SHEET NUMBER:



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NAMEARCHITECTURALOVERALL SITE DEMOPLAN


1" = 20'-0" 1ARCHITECTURAL SITE DEMOLITION PLAN

REFERENCE NOTES - DEMOTYPE DESCRIPTION

01 EXISTING CHAIN LINK FENCE, TO BE REMOVED BYOWNER

02 EXISTING SIGN TO BE REMOVED BY OWNER

03 EXISTING UTILITY POLE TO REMAIN

04 EXISTING TRANSFORMER TO REMAIN

05 EXISTING TRAFFIC SIGN TO REMAIN, TYP

06 EXISTING DRIVEWAY. REGRADE AND REPAVEPER CIVIL

07 EXISTING PARKING AND PAVING. REMOVE TOPREPARE FOR NEW PARKING SURFACE. SEE NEWSITE PLAN AND CIVIL

08 EXISTING NATIVE SOIL. REMOVE AND REGRADEAS REQUIRED FOR NEW PARKING SURFACE. SEENEW SITE PLAN AND CIVIL PLANS

09 EXISTING PARKING SIGNAGE TO BE REMOVED

10 EXISTING LEECH FIELD TO BE REMOVED

11 EXISTING SEPTIC TANK TO BE REMOVED

12 EXISTING BOLLARD TO BE REMOVED

13 EXISTING NATIVE SOIL. REMOVE AND REGRADEAS REQUIRED FOR BUILDING. SEE NEW SITEPLAN AND CIVIL PLANS

14 EXISTING TREES TO BE REMOVED. SEELANDSCAPE

NO. REVISION DATE

1 ADDENDUM 1 06/11/18

NORTH

1

1

6/11/2018

EXPIRES: 6/30/2020

Water

1. REFER TO CIVIL DRAWINGS FOR HARD SURFACE IMPROVEMENTS AND HORIZONTAL CONTROL.

2. REFER TO LANDSCAPE DRAWINGS FOR PLANTING LOCATIONS3. COORDINATE REMOVAL AND SALVAGE OF EXISTING LANDSCAPE

WITH NEW LANDSCAPE PLANS.4. ALL MECHANICAL UNITS ARE ROOF MOUNTED, SEE ROOF PLAN.5. SEE CIVIL FOR HORIZONTAL CONTROL.6. SIGNS ARE APPROVED BY SEPERATE PERMIT.7. DUMPSTERS AND MECHANICAL EQUIPMENTS WILL BE SCREENED

FROM THE PUBLIC.8. WALLS OVER 6'-0" HIGH APPROVED BY SEPERATE PERMIT.9. EXISTING BUILDING IS OCCUPIED. COORDINATE TIMING OF

REMOVAL OF EXISTING SEPTIC SYSTEM WITH OWNER.

GENERAL NOTES (SITE):

ZONING CODE SITE DATA:GENERAL:• REFERENCE: PINAL COUNTY ZONING CODE• ZONING: GR GENERAL RURAL ZONE• USE: MUNICIPAL SERVICES• FLOOD ZONE: X• PARCEL #: 21031001B

GR ZONING DIMENSIONAL REQUIREMENTS:• MINIMUM PROPERTY SIZE: 1 1/4 ACRE• FRONT YARD SETBACK: 40 FEET• SIDE YARD SETBACK: 20 FEET• REAR YARD SETBACK: 40 FEET• MAXIMUM BUILDING HEIGHT: 30 FEET • MINIMUM SPACE DISTANCE BETWEEN BUILDINGS 25 FEET

LOT INFORMATION:• LOT AREA 38.72 ACRES• GROSS FLOOR AREA: 9,320 SF• IMPERVIOUS SURFACE EXISTING: 19,120 SF• IMPERVIOUS SURFACE PROPOSED: 42,065 SF

REQUIRED PARKINGASSEMBLY AREA : 872.6 SF / 50 = 18 PARKING STALLS REQUIREDPROVIDED STANDARD PARKINGS STALL 10' x 20' = 88REQUIRED ADA PARKING STALLS = 4PROVIDED ADA PARKING STALLS = 6

ADA STALLS 9' x 18' WITH 5' AISLE = 4ADA VAN STALLS 9' x 18' WITH 5' AISLE = 2

EXISTING BUILDING

NEW BUILDINGFF=1521.50

A-9.1.2118

A-9.1.2116

ADDITIVE ALTERNATE #1

02

01

HUNT HIGHWAY

10

11

19

16

17

0607

03

04

05

09

08

33

33

33

33

12

20

21

2425

26

1520

14

18

23

22

22

10

01

04

18

18

18

ROAD CENTERLINE / PROPERTY LINE

COMM

LINE

ROAD EASEMENT

LINE OF POWER OVERHEAD

ROAD EASEMENT

27

28

10

2

5

10

14

3

3

7

7

6

11

4

12

NEW STAFF PARKING 17 SPACES

NEW VISITOR PARKING 65 SPACES

SUB STATION PARKING 12 SPACES

29

A-9.1.2

122

RETENTION BASINRETENTION

BASIN

RETENTION BASIN

92'-1 1/16"

109'-3 1/4"

COVERED ENTRY

30

31

R 30'-0"

R 30'-0"

PROPERTY LINE

PROPERTY LINE

240'-8"

R 30'-0"

6'-0"

32

33

34

35

36

37

3738

38

38

37

38

39

R 3

0'-0

"

14

18

40

41

41

41

41

41

ROAD EASEMENT

PROPERTY LINE

SETBACK LINE

ROAD CENTERLINE

TEMOPORARY CONDITION LINE

BUILDING FOOTPRINT LINE

LEGEND:

SHEET TITLE:

APPROVED BY:

PROJECT NO.:

DATE:

DESIGNED BY:

DRAWN BY:

SHEET NUMBER:



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NAMEARCHITECTURALOVERALL SITE PLAN


1ARCHITECTURAL SITE PLAN

NORTH

REFERENCE NOTES - SITETYPE DESCRIPTION

01 EXISTING TRAFFIC CONTROL SIGN TYP

02 EXISTING WATER METER LOCATION. SEE CIVILPLANS

03 NEW MONUMENT SIGN. SEE DETAIL 124/A-9.1.3.

04 EXISTING TRASFORMER, SEE ELECTRICAL SITEPLAN

05 EXISTING UTILITY POLE, SEE CIVIL PLANS

06 NEW FIRE HYDRANT. SEE CIVIL.

07 NEW DATA VAULT LOCATION. SEE CIVIL PLANS

08 EXISTING FLAG POLE.

09 NEW FLAG POLE. SEE DETAIL 104,105/A-9.1.1.

10 NEW SITE LIGHTING TYPE. SEE ELECTRICAL.

11 NEW BOLLARDS WITH CHAIN BARRIER.

12 NEW REINFORCED LIGHT BOLLARD, TO BEPLACED 6' APART. SEE DETAIL 111/A-9.1.1. TYP.

14 NEW 6' TALL FENCE WITH OPAQUE SCREENING.

15 NEW TRASH ENCLOSURE, SEE DETAILS.DUMPSTERS BY OTHERS.

16 NEW ASPHALT PAVING. SEE CIVIL.

17 NEW PARKING STRIPING.

18 NEW CONCRETE CURB PER CIVIL, TYP

19 NEW CONCRETE ROLL CURB PER CIVIL

20 NEW CONCRETE SIDE WALK PER CIVIL

21 NEW PARKING PER CIVIL. BID ALT #1.

22 NEW CONCRETE SIDE WALK PER CIVIL. BID ALT#1.

23 NEW SWING ARM GATES W\ CARD READERS.

24 NEW SEPTIC TANK LOCATION BY OTHERS. SEECIVIL PLANS

25 NEW LEACH FIELD BY OTHERS. SEE CIVIL PLANS

26 EXISTING GRAVEL ROAD.

27 EXISTING GAS VALVES/EASEMENT. SEE CIVILPLANS

28 EXISTING FENCE. SEE CIVIL PLANS

29 6' RAMP DOWN, SLOPE NOT TO EXCEED 1:12, SEECIVIL

30 CURB CUT, SEE CIVIL

31 CURB CUT, SEE CIVIL

32 NEW MAN GATE WITH PAD LOCK, SEE DETAIL114/A-9.1.1

33 OUTDOOR BENCH, FINAL LOCATION TO BECOORDINATED WITH ARCHITECT. SEE DETAIL127/A-9.1.3

34 UTILITY CONDUIT LINES, SEE CIVIL

35 EXISTING TELECOMMUNICATION LINE, SEE CIVIL

36 NEW TELECOMMUNICATION LINE, SEEELECTRICAL

37 SEWER LINES

38 WATER LINES, SEE CIVIL

39 ADA SIGN AND POST, SEE CIVIL

40 PAINTED DIRECTIONAL ARROWS SEE 109/A-9.1.1TYPICAL

41 LANDSCAPED AREA TYPICAL - SEE LANDSCAPEPLANS FOR MORE INFORMATION

NO. REVISION DATE

1 ADDENDUM 1 06/11/18

0' 10' 20' 40' 80'

1

1

6/11/2018

EXPIRES: 6/30/2020

A-4.11

A-4.12

A-4.22

A-4.21

1

A

B

2 3

2A-3.1

1A-3.1

106.3 SF103

INTERVIEW ROOM

105.8 SF104

INTERVIEW ROOM

185.3 SF105

WOMEN'S RESTROOM

70.7 SF106

JANITOR'S CLOSET

25.0 SF133

FIRE RISER

180.6 SF107

MEN'S RESTROOM

92.4 SF110

INTERVIEW ROOM84.6 SF

108VESTIBULE

89.0 SF109

INTERVIEW ROOM

921.7 SF111

PRIMARY COURTROOM

503.0 SF115

HALLWAY

86.8 SF113

HOLDING

86.6 SF114

HOLDING

25.3 SF135

CHASE

231.1 SF116

JURY

65.4 SF117

RESTROOM

66.2 SF118

RESTROOM

55.4 SF119

STAFF ENTRY311.9 SF

120JUDGE'S OFFICE

380.0 SF121

FILE STORAGE134.4 SF

123BREAK ROOM

27.2 SF124AV 116.3 SF

126CHIEF CLERK

140.3 SF127

PRINT/COPY

125.6 SF128IT

1,273.5 SF125

WORKSTATIONS

50.1 SF131

RECEPTION456.8 SF

130

SECONDARYCOURTROOM

1,003.5 SF102

LOBBY

417.4 SF100

ENTRY PATIO

63.8 SF132

EXIT VESTIBULE

35.2 SF134

ELECTRICAL

101A

132B 132A

103A

104A

105A

106A

133A

107A

108A

109A 110A

111A

111C

111B

134A

112A

113A

113B

111D

120A

118A

117A

135A

127A

128A

130B

130A

3A-3.2

4A-3.2

367.0 SF101

SECURITY

119A

112BRAMP

111E

1

A-3.4

2

A-3.4

1

A-3.3

4

A-3.4

1

A-3.5

2

A-3.5

3

A-3.5

1

A-3.6

2

A-3.6

3

A-3.6

W101B W103A

124A

126A

W126A

116A

F6.4

S

F4.4 S

F4.4 S

F6.4

S F4.4

S

F4.4

S

F4.4 S F4.4 S

F4.4

S

F6.4

S

F4.4

S

F4.4 S

F4.4 S

F4.4

S

F4.4 S

F6.4

S

F4.4 S

F4.4 S

F4.4 P

F6.4 S

F6.4

S

F4.4 S

F4.4 S

F2.1 S

A-6.1

9

A-6.1

8

A-6.1

1 A-6.1

7

A-6.1

2

5

6

A-6.2

A-6.3 A-6.43

4

A-6.22

A-6.31

3

2

45

3

4

A-6.1 3

A-6.2

6

W101A

W116AW120AW120B

A-2.53

A-2.5

1

A-2.52

CP

T-1

VCT-5

CP

T-1

CP

T-1

VC

T

CP

T-1

CP

T-1

CT-

1V

CTVCT

VC

T

VC

T

VC

TC

T-1

VC

T-5

CT-

1

CT-

1

CP

T-1

CPT-1

CPT-1

VCT VCT-1

1

A-6.4 6

4

52

F4.4 S

F6.4

S

F4.4 S

F8.1

S

F4.4

F4.4

F4.4 S

F6.4 S

F6.4

S

F4.4

S

F4.4

S

F6.4 S

F6.4 S

F6.4

S

F4.4

S

F4.3

S

F4.2

S

M8.1 B

F4.4 S

F4.4

S

F6.4

S

F4.4 S

F6.4

S

F6.4

S

F6.4

S

F4.4

S

01

02

03

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08

09

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11

03

13

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15

16

02

03

03 03

03

05

07

09

09

09

17

18

W104B

125B

CP

T-1

VC

T-5

CPT-1 VCT-5

19

12

W101C

A-6.4 9A-6.48

710

VC

TC

PT-

1

20 20

20

20

20

20

116.5 SF136

VESTIBULE

SC

-1

SC

-1

VC

T-5

VC

T-5

05

21

22

23

24

18

25

A-9.5.3538

A-9.5.3538

26

F4.4 P

A-9.5.3537

CG

CG

A-9.5.3537

CG

CG

CG

CG

CGCG

CG CG

CG

CG

CG

CG

CG CG

A-9.5.3537

A-9.5.3537

CG

CGCG

CGCGCG

CG

CGCG

CG CG

CG

CG

CG

CG

CG

615

A-9.6.2

615

A-9.6.2

614

A-9.6.2

CG

614

A-9.6.2

1'-3 1/2"

TYP.

MASONRY COLUMN

27

27

2727

1. ANY CONTRACTOR/SUBCONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE THEMSELVES WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING CONSTRUCTION RESULTING DIRECTLY OR INDIRECTLY FROM THEIR OPERATIONS.

2. ANY REMOVAL OR DAMAGE TO EXISTING IMPROVEMENTS SHALL BE REPLACED OR REPAIRED BY CONTRACTOR AT THE CONTRACTOR'S EXPENSE AND SHALL BE APPROVED BY THE OWNER AND ARCHITECT.

3. ALL MATERIAL AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTIONS BY THE OWNER AND ARCHITECT. THE OWNER RESERVES THE RIGHT TO ACCEPT OR REJECT ANY SUCH MATERIALS AND WORKMANSHIP THAT DOES NOT CONFORM TO INDUSTRY STANDARDS OR SPECIFICATIONS.

4. FLOOR AND WALL OPENINGS, SLEEVES, VARIATIONS IN THE STRUCTURAL SLAB ELEVATIONS, DEPRESSED AREAS AND ALL OTHER ARCHITECTURAL, MECHANICAL, ELECTRICAL AND CIVIL REQUIREMENTS MUST BE COORDINATED BY THE CONTRACTOR BEFORE THE CONTRACTOR PROCEEDS WITH CONSTRUCTION.

5. DETAILS MARKED "TYP" OR "TYPICAL" SHALL APPLY IN ALL CASES UNLESS SPECIFICALLY INDICATED OTHERWISE.

6. WHERE NO SPECIFIC DETAIL IS SHOWN, THE FRAMING OR CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO THAT INDICATED FOR LIKE CASES OF CONSTRUCTION ON THE PROJECT.

7. DETAILS MARKED "SIM" OR "SIMILAR" MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITIONS NOTED. VERIFY SIMILAR DIMENSIONS OR NOTES ON DRAWINGS.

8. USE TILE BACKING GYPSUM WALLBOARD ON ALL VERTICAL FACES WHICH ARE EXPOSED TO WATER OR MOISTER AS WELL AS THOSE USED ON JANITOR AND TOILET WALLS.

9. SLOPE FLOOR TO DRAIN AT ALL LOCATIONS SHOWN ON ARCHITECTURAL AND PLUMBING DRAWINGS.

10. SLOPE ALL CONCRETE SIDEWALKS AWAY FROM EXTERIOR DOORS A MAXIMUM OF 2% TO PREVENT WATER FROM RUNNING OR BEING BLOWN UNDER DOORWAYS AND TO PREVENT STANDING WATER FROM ACCUMULATING IN FRONT OF DOORS.

11. ALIGN EXTERIOR FACE OF MASONRY WALLS WITH GRIDS12. ALL EXPOSED INTERIOR FACES OF RIGID INSULATION SHALL RECEIVE (1) LAYER

OF 5/8" GYPSUM WALLBOARD FOR FULL HEIGHT OF WALL. THIS INCLUDES ANY PLENUM SPACES.

13. ALL INTERIOR CONCRETE SLABS ON GRADE SHALL BE CONCRETE OVER VAPOR BARRIER OVER COMPACTED GRAVEL FILL.

14. DIMENSIONS:A. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS,

SECTIONS, OR DETAILS ON DRAWINGS.B. ALL DIMENSIONS TO STUD PARTITIONS ARE TO THE FACE OF STUD

UNLESS NOTED OTHERWISE.C. ALL ELEVATIONS ARE REFERENCED FROM TOP OF FINISH FLOOR BEING

EQUAL TO 100’-0”.D. ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BEFORE PROCEEDING

WITH WORK.E. DIMENSIONS ARE NOT ADJUSTABLE WITHOUT APPROVAL OF THE

ARCHITECT IN WRITING.F. MINIMUM CLEARANCE AND OTHER DISABLED ACCESS DIMENSIONAL

REQUIREMENTS SHALL TAKE PRECEDENCE IN ALL CASES, NOTIFY ARCHITECT OF ANY DISCREPANCIES.

G. DIMENSIONS AND GRAPHIC REPRESENTATIONS OCCURRING ON LARGER SCALED DRAWINGS SHALL TAKE PRECEDENCE OVER SMALLER SCALEDDRAWINGS.

GENERAL NOTES (FLOOR PLAN):

PLUMBING FIXTURES & ACCESSORIES REF. G-2.1

WALL TYPES REF. A-5.1

X

F4.1 X

LEGEND (GENERAL):

CG - CORNER GUARD

SHEET TITLE:

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NAMEARCHITECTURALOVERALL ANNOTATIONPLAN


1OVERALL ANNOTATION PLAN

TRUENORTH

PLANNORTH

0' 4' 8' 16' 32'

REFERENCE NOTES - FLOORTYPE DESCRIPTION

01 MTL DETECTOR, BY OWNER. GC TO PROVIDE FLOOR OUTLET,COORDINATE LOCATION WITH OWNER.

02 FIXED SEATING, BY OWNER TYP.

03 LOW WALL, SEE DETAIL 554/A9.5.6

04 GUN LOCKER PROVIDE WALL BACKING.

05 WALL MOUNTED TV, BY OWNER. VERIFY POWER AND DATAHEIGHT/LOCATION WITH OWNER.

06 REFRIGERATOR, BY OWNER

07 DETENTION GRADE ADA METAL BENCH.

08 LITERATURE DISPLAY, BY OWNER

09 ROOF DRAIN CHASE, SEE DETAIL 537/A-9.5.4

10 HIGH DENSITY FILE STORAGE, BY OWNER

11 RAMP 1:12 SLOPE MAX

12 HAND RAIL, SEE DETAIL 550,552,553/A-9.5.6

13 ROOF ACCESS LADDER. SEE DETAIL 314/A-9.3.2

14 SYSTEM FURNITURE, BY OWNER.

15 KNOX BOX LOCATION

16 FLOOR SAFE, BY OWNER

17 10" THICKENED SLAB. SEE STRUCTURAL FOUNDATION PLAN.CONTRACTOR TO PROVIDE POURBACK SLAB THAT ISCOORDINATED WITH BASE FOR OWNER PROVIDED FILINGSYSTEM.

18 FILE CABINET, BY OWNER

19 ELECTRICAL PANEL. SEE ELECTRICAL PLAN.

20 FURNITURE BY OWNER UNLESS NOTED OTHERWISE. TYP.

21 FIRE ALARM CONTROL PANEL

22 FIRE RISER PIPE, SEE PLUMBING

23 WATER HEATER, SEE PLUMBING

24 SWITCHBOARD, SEE ELECTRICAL

25 WOOD PEW, SEE 620/A-9.6.2

26 CORNER GUARD, TYP. ALL GYP WALL CORNERS. SEEDETAILS 522,524/A-9.5.2

27 TRASH/PAPER TOWEL DISPENSER - SEE MOUNTING DETAILS.

NO. REVISION DATE

1 ADDENDUM 1 06/11/18

1

1

1

1

1

1

1

6/11/2018

EXPIRES: 6/30/2020

3A-3.2

4A-3.2

1

A-3.6

123'-0"T.O.W.2

ST-1

CMU-1

MTL-1

ST-2

MTL-1

W104B W103A W101B W101A

MTL-1

CMU-101

07

05

03

04

08

119'-5"

11'-7 11/16" 11'-8 7/16"

9'-4

"5'

-8"

CMU-1

ST-1

05

14

13

11

15

16

05

09

08

12

A-9.3.2322

CMU-1

7'-4

"2'

-0"

3'-6

"5'

-10"

A-9.1.3131

2A-3.1

1A-3.11

A-3.4

2

A-3.4

1

A-3.3

4

A-3.4

1

A-3.52

A-3.53

A-3.5

2

A-3.63

A-3.6

123'-0"T.O.W.2

ST-2 ST-2

ST-2

MTL-1

MTL-1

112A 134A 133A

10

11

09 0909

0606

05

01

ST-2 ST-2

EQ EQ

9'-4

"5'

-8"

NOTE: TRASH ENCLOSURE HIDDEN FOR CLARITY

GENERAL NOTES (ELEVATIONS):

1. FIELD VERIFY ALL DIMENSIONS.2. SEE SITE PLAN FOR ADJACENT STRUCTURES.3. ALL EXTERIOR CMU SHALL HAVE INTEGRAL WATER REPELLENT ADD MIXTURE

WITHIN THE CMU BLOCK AND ALL MORTAR JOINTS.4. ALL EXTERIOR METAL FLASHING SHALL BE PRE-FINISHED5. FIELD VERIFY LOCATION OF ALL CONTROL JOINTS OCCURING ADJACENT TO

OPENINGS .6. SIGNAGE UNDER SEPERATE PERMIT.

SHEET TITLE:

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NAMEARCHITECTURALEXTERIOR ELEVATIONS


3/16" = 1'-0" 1EXTERIOR ELEVATION - NORTH

3/16" = 1'-0" 2 EXTERIOR ELEVATION - EAST

FINISH SCHEDULE - EXTERIOR

CODE DESCRIPTIONMANUFACTU

RER PRODUCT INFO

CMU-1 CMU RUNNING BOND SEE SPEC TRENDSTONE"DURANGE" GROUPE- NORMAL WEIGHTOR APPROVEDEQUAL

CMU-2 CMU RUNNING BOND SEE SPEC STANDARD GRAY -PAINTED

MTL-2 METAL DARK SEE SPEC INTEGRAL COLOR TOMATCH STOCKHORSEDE6126

ST-1 3 COAT STUCCO,SMOOTH SAND FINISH

SEE SPEC INTEGRAL COLOR TOMATCH MACK CREEKDE5459

ST-2 3 COAT STUCCO,SMOOTH SAND FINISH

SEE SPEC INTEGRAL COLOR TOMATCH BOUTIQUEBEIGE DE6178

K E Y P L A N

K E Y P L A N

REFERENCE NOTES - ELEVATIONTYPE DESCRIPTION

01 TYP. STUCCO CONTROL JOINT, SEE DETAIL 510/A-9.5.1

02 WIDE STUCCO CONTROL JOINT, SEE DETAIL 511/A-9.5.1

03 METAL ACCENT FIN, SEE DETAIL 512/A-9.5.1

04 METAL SHADE CANOPY

05 PARAPET CAP SEE DETAIL 309/A-9.3.1

06 ROOF TOP MECH UNIT, TYP. SEE MECHANICAL

07 WINDOW SHADE CANOPY. SEE DETAIL 322/A-9.3.2

08 PRE-CAST WAINSCOT CAP

09 EXTERIOR LIGHTING, SEE ELECTRICAL PLANS

10 SECURITY CAMERA

11 HOSE BIB, SEE PLUMBING PLANS

12 TRASH ENCLOSURE CMU WALL

13 LAMBS TONGUE DOWN SPOUT

14 REINFORCED LIGHT BOLLARD. SEE ELECTRICAL SITE PLAN

15 2" RAISED HALO ILLUMINATED ADDRESS SIGN, SEE DETAILS

16 SPLASH BLOCKS, SEE SITE PLAN

17 CHAINLINK SECURITY FENCE, SEE SITE PLANS

NO. REVISION DATE

1 ADDENDUM 1 06/11/18

1

1

6/11/2018

EXPIRES: 6/30/2020

1. CERAMIC TILE IS FULL HEIGHT OF WALL2. SEE FLOOR FINISH PLAN FOR ACCENT WALLS - SCHEDULE

LISTS FIELD COLOR.3. SEE FLOOR FINISH PLAN FOR VCT PATTERN - SCHEDULE

LISTS FIELD COLOR.4. FILED COLOR PT-1, SEE ELEVATIONS ACCENT COLOR

LOCATION5. FIELD COLOR PT-1, SEE FINISH FLOOR PLAN FOR LOCATION

OF ACCENT6. CERAMIC TILE TO BE APPLIED ONLY TO WALL ADJACENT TO

PLUMBING FIXTURES

ROOM FINISH COMMENTS:

SHEET TITLE:

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PROJECT NO.:

DATE:

DESIGNED BY:

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NAMEARCHITECTURALFINISH SCHEDULES


MATERIAL FINISH LEGENDCODE DESCRIPTION MANUFACTURER PRODUCT INFO COMMENTS

SS-1 SOLID SURFACE SEE SPEC WILSON ART - ORIONS BELT 9213CM

01 CEILING FINISH

ACT-1 ACOUSTIC CEILING PANEL & GRID, SMOOTH - 24"x24" SEE SPEC TBD - WHITE PANEL W/ WHITE GRID

ACT-2 ACOUSTIC CEILING PANEL & GRID, SMOOTH - 24"x48" SEE SPEC TBD - WHITE PANEL W/ WHITE GRID

02 WALL FINISH EXTERIOR

CMU-1 CMU RUNNING BOND SEE SPEC TRENDSTONE "DURANGE" GROUP E- NORMAL WEIGHT OR APPROVED EQUAL 4"x8"x16" AND 8"x8"x16" - SEE PLANS

MTL-1 METAL LIGHT SEE SPEC FORTUNE COOKIE DE5355 POWDER COAT FINISH

MTL-2 METAL DARK SEE SPEC INTEGRAL COLOR TO MATCH STOCKHORSE DE6126 POWDER COAT FINISH

ST-1 3 COAT STUCCO, SMOOTH SAND FINISH SEE SPEC INTEGRAL COLOR TO MATCH MACK CREEK DE5459

ST-2 3 COAT STUCCO, SMOOTH SAND FINISH SEE SPEC INTEGRAL COLOR TO MATCH BOUTIQUE BEIGE DE6178

03 WALL FINISH INTERIOR

CMU-2 CMU RUNNING BOND SEE SPEC STANDARD GRAY - PAINTED 8"x8"x16"

CT-1 PORCELAIN TILE - WALL SEE SPEC CERAMIC TILE – DALTILE AF03 4"x4" FIELD TILE; 1/8" GROUT JOINTS

EPX EPOXY PAINT SEE SPEC COLOR HOLDING WALLS

FRP-1 GLASS FIBER REINFORCED PLASTIC (GFRP) SEE SPEC TBD

PT-1 FIELD COLOR SEE SPEC QUIET SPLENDOR DE5323

PT-2 GREEN ACCENT SEE SPEC DESERT FLOOR DE6186

PT-3 GOLD ACCENT SEE SPEC BURST OF GOLD DE5333

PT-4 WHITE SEE SPEC SHADOW WHITE DE6281 UTILITY AREAS

WD-1 HARDWOOD VENEER SEE SPEC CHERRY BIRCH FACTORY FINISHED

WD-2 PLASTIC LAMINATE SEE SPEC FORMICA - EARTH SCUPLETED FINISH 5342-SP FACTORY FINISHED

04 WALL BASE

RB-1 RUBBER WALL BASE TRIM SEE SPEC BLACK

WD-3 WOOD FLOOR BASE CHERRY BIRCH 3/4" x 4"

05 FLOOR FINISH

CPT-1 CARPET TILE - 24"x24" SEE SPEC SHAW NO RULES - DIFUSE TILE – 59575 FLUTTER – COLOR 75761

CT-2 CERAMIC TILE SEE SPEC TO MATCH DALTILE AF03 18"x18" FIELD TILE; 1/8" GROUT JOINTS

SC-1 CONCRETE - CAST-IN-PLACE SEE SPEC TBD - NATURAL GRAY SEALED CONCRETE

VCT-1 VINYL COMPOSITION TILE SEE SPEC PREMIUM EXELON CHROMASPIN BLANCO 54810 12"x12" - SEE PATTERN

VCT-2 VINYL COMPOSITION TILE SEE SPEC PREMIUM EXELON CHROMASPIN CHIAROSCURO 54809 12"x12" - SEE PATTERN

VCT-3 VINYL COMPOSITION TILE SEE SPEC PREMIUM EXELON CHROMASPIN CAROB 5C242 12"x12" - SEE PATTERN

VCT-4 VINYL COMPOSITION TILE SEE SPEC PREMIUM EXELON CHROMASPIN CARBONITE 54802 12"x12" - SEE PATTERN

VCT-5 VINYL COMPOSITION TILE SEE SPEC ARMSTRONG IMPERIAL TEXTURE – FIELD GRAY 51927 12"x12"

ROOM FINISH SCHEDULE

ROOM NUMBER ROOM NAME AREA FLOOR FINISHWALLBASE

WALL FINISH CEILINGFINISH COMMENTSNORTH EAST SOUTH WEST

100 ENTRY PATIO 417.4 SF

101 SECURITY 367.0 SF VCT RB-1 PT-1 PT-2 PT-1 PT-1 ACT-1 2,3,5

102 LOBBY 1,003.5 SF VCT RB-1 PT-1 PT-1/PT-2 PT-1 PT-1 ACT-1 2,3,5

103 INTERVIEW ROOM 106.3 SF CPT-1 RB-1 PT-1 PT-2 PT-1 PT-1 ACT-1 2,5


105 WOMEN'S RESTROOM 185.3 SF CT-1 CT-1 CT-1 CT-1 CT-1 CT-1/PT-1 PT-1 1,6

106 JANITOR'S CLOSET 70.7 SF VCT-1 RB-1 FRP-1/PT-4

FRP-1/PT-4

PT-4 PT-4 N/A

107 MEN'S RESTROOM 180.6 SF CT-1 CT-1 CT-1 CT-1 CT-1 CT-1/PT-1 PT-1 1,6

108 VESTIBULE 84.6 SF CPT-1 RB-1 PT-1 PT-1 PT-1 PT-1 ACT-1



111 PRIMARY COURTROOM 921.7 SF CPT-1 WD-3 PT-1 PT-2 WD-1/PT-1 WD-1/PT-1 ACT-1/PT-1 4

113 HOLDING 86.8 SF SC-1 N/A EPX EPX EPX EPX PT-4

114 HOLDING 86.6 SF SC-1 N/A EPX EPX EPX EPX PT-4

115 HALLWAY 503.0 SF CPT-1 RB-1 PT-1 PT-1 PT-1 PT-1 ACT-1

116 JURY 231.1 SF CPT-1 RB-1 PT-1 PT-1 PT-1 PT-3 ACT-1 5

117 RESTROOM 65.4 SF CT-1 CT-1 CT-1 PT-1 CT-1 CT-1 PT-1 1

118 RESTROOM 66.2 SF CT-1 CT-1 CT-1 CT-1 CT-1 PT-1 PT-1 1

119 STAFF ENTRY 55.4 SF CPT-1 RB-1 PT-1 PT-1 PT-1 PT-1 ACT-1

120 JUDGE'S OFFICE 311.9 SF CPT-1 RB-1 PT-1 PT-1 PT-1 PT-1 ACT-1

121 FILE STORAGE 380.0 SF CPT-1 RB-1 PT-1 PT-1 PT-1 PT-1 ACT-1

122 COURTROOM SEATING 414.9 SF CPT-1 WD-3 PT-1 PT-1 PT-1 PT-1 ACT-1

123 BREAK ROOM 134.4 SF VCT-1 RB-1 PT-1 PE-3 PT-1 PT-1 ACT-1 5

124 AV 27.2 SF VCT-5 RB-1 PT-4 PT-4 PT-4 PT-4 N/A

125 WORKSTATIONS 1,273.5 SF CPT-1 RB-1 PT-1 PT-2 PT-1 PT-3 ACT-1 5

126 CHIEF CLERK 116.3 SF CPT-1 RB-1 PT-1 PT-1 PT-1 PT-1 ACT-1

127 PRINT/COPY 140.3 SF CPT-1 RB-1 PT-1 PT-1 PT-1 PT-1 ACT-1

128 IT 125.6 SF VCT-5 RB-1 PT-4 PT-4 PT-4 PT-4 N/A

130 SECONDARY COURTROOM 456.8 SF CPT-1 WD-3 PT-1 PT-1 PT-1 PT-1 ACT-1

131 RECEPTION 50.1 SF CPT-1 RB-1 PT-1 PT-1 PT-1 PT-1 PT-1/PT-2 4

132 EXIT VESTIBULE 63.8 SF VCT-5 RB-1 PT-1 PT-1 PT-1 PT-1 ACT-1

133 FIRE RISER 25.0 SF EXP-1 N/A N/A N/A N/A N/A N/A

134 ELECTRICAL 35.2 SF EXP-1 N/A N/A N/A N/A N/A N/A

135 CHASE 25.3 SF EXP-1 N/A N/A N/A N/A N/A N/A

136 VESTIBULE 116.5 SF VCT-5 RB-1 PT-4 PT-4 PT-4 PT-4 ACT-1

Grand total: 35 8,415.6 SF

NO. REVISION DATE

1 ADDENDUM 1 06/11/18

1

1

1

1

1

1

1

1

1

1

1

1

1

1

6/11/2018

EXPIRES: 6/30/2020

W101BW101A

WALL BASE PER SCHEDULE

SURFACE MOUNTED GUN LOCKER. GC TO PROVIDE WALL BACKING. VERIFY LOCATION WITH OWNER.

3'-9

"

FIRE EXTINGUISHER CABINET

CT-1

GB1

TP1

SN1


TOILET PARTION HIDDEN FOR CLARITY

SC1 WC2

GB1

WC2

GB1

LV5

M2

LV5608

A-9.6.1

WC1WALL BASE PER SCHEDULE


WALL MOUNTED LIGHT FIXTURE, SEE ELECTRICAL

CT-1

M2

WC2

GB1608

A-9.6.1

LV5

CT-1

LV5



UR1

WALL MOUNTED LIGHT FIXTURE, SEE ELECTRICAL

CT-1

GB1

TP1 SC1

SN1

WC2

CT-1



GB1

623

A-9.6.2

LITERATURE DISPLAY BY OWNER. GC TO PROVIDE WALL BACKING.


125B

PAINTED ACCENT ON SOFFIT

"FRY-REGGLET" OR APPROVED EQUAL U-REVEAL, BLACK

FRONT OF SERVICE COUNTERS TO BE WD-2

LITERATURE HOLDER BY OWNER. GC TO PROVIDE WALL BACKING


6'-6

"

2'-1

0"

PAINTED ACCENT WALL

CORNER GUARD


UNDER COUNTER PC HOLDER

UNDER COUNTER CASH DRAWER -BY OWNER

GLAZING PER SCHEDULE

VERTICAL GLAZING SEPERATOR

PROVIDE CLEAR SILICON CAULKING AT JOINTS

U-CHANNEL FRAM

621

A-9.6.2

621

A-9.6.2

621

A-9.6.2 621

A-9.6.2

621

A-9.6.2SIM

623

A-9.6.2

TRANSACTION TRAY

4'-1

0"3'

-5"

4'-0"2'-0"

2'-1

0"

609

A-9.6.1

605

A-9.6.1


SS-1

SIM615

A-9.6.2

PROVIDE MILLWORK CLOSER PANEL

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NAMEARCHITECTURALINTERIOR ELEVATIONS


1/2" = 1'-0" 1 SECURITY 101- N

1/2" = 1'-0" 6 WOMEN'S RESTROOM 105 - E 1/2" = 1'-0" 7 WOMEN'S RESTROOM 105 - S

1/2" = 1'-0" 2 MEN'S RESTROOM 107 - N

1/2" = 1'-0" 5 MEN'S RESTROOM 107 - E

1/2" = 1'-0" 8 RECEPTION 131 - SW

1/2" = 1'-0" 3 RECEPTION 131 - E

1/2" = 1'-0" 9 RECEPTION 131 - NE

1/2" = 1'-0" 4 RECEPTION 131 - S

NO. REVISION DATE

1 ADDENDUM 1 06/11/18

1

1

6/11/2018

EXPIRES: 6/30/2020

130A

SOFFIT . SEE RCP A-8.1

JUDGES BENCH, SEE DETAILS


624

A-9.6.2

A-9.6.3636

407

A-9.4.1

130B

SOFFIT. SEE RCP A-8.1

JUDGES BENCH. SEE DETAILS WALL BASE PER SCHEDULE

624

A-9.6.2

636

A-9.6.3

624

A-9.6.2

COURT SEAL BY OTHERS, GC TO INSTALL

SOFFIT. SEE RCP A-8.1

JUDGES BENCH. SEE DETAILS WALL BASE PER SCHEDULE

WALL MOUNTED TV BY OWNER. GC TO PROVIDE

WALL BACKER. VERIFY HEIGHT WITH OWNER.

POWER/DATA FACES PLATE COLOR TO BE SELECTED BY ARCHITECT.

2'-1

0"1'

-8"

2'-6

"2'-6" 2'-6" 2'-6"

603

A-9.6.1

NO BACKSPLASH TO OCCUR

SS-1

SIM

2'-6

"1'

-6"

2'-1

0"

3'-3"

3/4" 3'-0" 1'-9" 1'-9" 3'-3" 3'-3"

606

A-9.6.1605

A-9.6.1

603

A-9.6.1


3'-3"3'-0" 3'-6"

ADA ACCESSIBLE CABINET

MIN

3'-4"

SS-1

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1/2" = 1'-0" 4SECONDARY COURTROOM 130 - E

1/2" = 1'-0" 3SECONDARY COURTROOM 130 - S

1/2" = 1'-0" 5SECONDARY COURTROOM 130 - W

1/2" = 1'-0" 2PRINT/COPY 127 - W

6BREAK ROOM 123 - N

NO. REVISION DATE

1 ADDENDUM 1 06/11/18

1

6/11/2018

EXPIRES: 6/30/2020

LV8 GB1

TP1

SN1WC17

GB1

EPOXY PAINTED CMU PER SCHEDULE

IMPACT RESISTANT GYP BD PAINTED WITH EPOXY PAINT PER SCHEDULE.

PROVIDE BACKER ROD AND PICK PROOF CAULKING AT FLOOR / WALL TRANSITION




FLOOR MOUNTED ACCESSIBLE- DETENTION GRADE BENCH

LV8SN1TP1GB1 WC17



GB1



LV8

GB1WC17






FLOOR MOUNTED ACCESSIBLE- DETENTION GRADE BENCH

LV8 GB1 WC17





WC2

GB1

SN1

TP1

SC1

CT-1

GB1LV5

WC2

GB1

M1

CT-1

LIGHT FIXTURE PER ELECTRICAL


608

A-9.6.1

LV5

M1

GB1

WC2

CT-1

608

A-9.6.1

LIGHT FIXTURE -SEE ELECTRICAL

WC2

SN1

TP1

SC1

GB1

CT-1

GB1

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1/2" = 1'-0" 1HOLDING 114 - S

1/2" = 1'-0" 3HOLDING 114 - W

1/2" = 1'-0" 4HOLDING 113 - S

1/2" = 1'-0" 5HOLDING 113 - W

1/2" = 1'-0" 6HOLDING 113 - E

1/2" = 1'-0" 2HOLDING 114 - E

7PU_INT - RESTROOM 117 - W

8PU_INT - RESTROOM 117 - S

1/2" = 1'-0" 9RESTROOM 118 - E

1/2" = 1'-0" 10RESTROOM 118 - S

NO. REVISION DATE

1 ADDENDUM 1 06/11/18


6/11/2018

EXPIRES: 6/30/2020

6'-0

"

5'-8"

4"

4"

FIELD: HANDICAP BLUE COLOR NO.: 15090 FED. STANDARD 3952 OR PRIOR APPROVED EQUAL

18 U

NIT

S

17 UNITS

1 UNIT

SYMBOL: WHITE HIGHWAY PAINT (2) COATS (TYP.)

TYPICAL DIMENSIONS FOR PARKING STALL APP. CENTER OF SYMBOL TO BE CENTERED IN STALL AND 6' FROM FRONT EDGE

FIELD: WHITE HIGHWAY PAINT (2) COATS (TYP.)

SYMBOL: HANDICAP BLUE COLOR NO.: 15090 FED. STANDARD 3952 OR PRIOR APPROVED EQUAL

NOTE: SIGN SHALL CONFORM WITH JULY 1991 ISSUE OF ADAAG REFER TO 4.30 SIGNAGE. "SYMBOL SHALL BE DISPLAYED AS SHOWN IN FIG. 43 (A) AND (B)"

2'-8" 1" 3"

3'-0"

2"1"

1"

4"

1'-4"

4"

1"1"

2"

3 1/

8"

7/8"

8"

7/8"

3 1/

8"

NOTE:1. PRECAST CONCRETE WITH SMOOTH FINISH AND TOOLED EDGES

PLAN

SECTION

ELEVATION

ROUND OFF CONCRETE FILL

ASPHALT PAVEMENT, WHERE OCCURS

6" Ø STANDARD PIPE, PAINT OSHA SAFETY YELLOW

SLOPE CONCRETE SURROUND 1/2"

CONCRETE SLAB, WHERE OCCURS

CONCRETE FOOTING

1'-4"

6"

36" O

R 4

2"3'

-0"

CONCRETE SLAB

#4 @ 12" O.C. EA. WAY. (MIN. 3 PER PAD)

FINISH GRADE

TROWEL JOINT @ PERIMETER

4" A.B.C.

4"1'

-0"

8"

#4 CONT. TOP & BOTTOM

( VARIES )

EQUIPMENT

AROUND - MIN.4" TYP. ALL

CURBS1. BETWEEN THE PLACEMENT OF FIRE LANE SIGNS, CURBS SHALL BE PAINTED RED WITH WHITE LETTERS (FIRE LANE) EVERY 50 FT.2. LETTERS SHALL BE 3" WITH 3/8" STROKE.3. LETTERING TO BE ON TOP OF SURFACE OF CURB.4. WHERE THERE ARE NO CURBS, THE SIGNS SHALL BE POSTED AT A DISTANCE NOT GREATER THAN 100 FT APART AND AT CHANGE OF DIRECTION

PAVEMENT

PAVEMENT

SIDEWALK

PAINTED

PAINTED

1'-9

"3"

5'-0

".1'

-6"

1'-0"2"x1/4" LETTERS

6"x6" SYMBOL WITH 1/2" RADIUS CORNERS

1 1/8"x1/8" LETTERS

3/4"x1/8" LETTERS

3/8" WIDE BLUE COLOR BAND

2"x1/4" LETTERS

1"x1/8" LETTERS

FLANGED STEEL 'U' CHANNEL (2LBS PER SQ FT) WITH 3/8"Ø HOLES @ 1" O.C.OR2 1/2"Ø GALVANIZED PIPE WITH 3/8"Ø HOLES AS NECESSARY FOR SIGN MOUNTING

EXISTING / PROPOSED GRADE OR PAVING PER PLANS

CONCRETE BASE

5"3"

TYP.3/8"

STANDARD REGULATORY SIGN REFLECTIVE 0.80 ALUMINUM WITH BLUE LETTERS ON WHITE REFLECTIVE BACKGROUND

THE VAN ACCESSIBLE SIGN SHALL BE CENTERED UNDER THE ACCESSIBLE PARKING SIGN AS SHOWN

SIGNS SHALL BE PROPERLY CENTERED WITHIN THE PARKING SPACE

THE SIGN FACE SHOULD BE LOCATED NO FARTHER THAN 10 FEET FROM THE FRONT OF EACH PARKING SPACE

CONCRETE BASE FOUNDATIONS SHALL BE CLASS 'C' CONCRETE PER MAG SECTION 505 AND 725

3,000 PSI CONCRETE

8"Ø AT BOTTOM

STEEL SUPPORT PLATE WELDED TO GROUND SPIKE

3/4"Ø STEEL LIGHTNING SPIKE

STEEL BASE PLATE

STEEL CENTERING WEDGES

FOUNDATION SLEEVE HOT DIP GALVANIZED

36"Ø CONCRETE PIER WITH (6) #5 VERT. EVENLY SPACED AND #3 TIES @ 24" O.C.

BLACK ASPHALTUM PAINT ON SURFACE OF POLE BELOW GRADE

DRY SAND TIGHTLY TAMPED AFTER ALIGNING POLE

(3) #3 TIES IN TOP 5"

HARDWOOD WEDGES (REMOVE AFTER TAMPING SAND)

ALUMINUM FLASHING COLLAR

9" CAST ALUMINUM CLEATS (2) SETS OF HALYARDS

(4) SWIVEL SNAPS, CHROME PLATED

DOUBLE SHEAVE TRUCK (CAST ALUMINUM REVOLVING, NON-

FOULING TYPE)

GOLD ANODIZED SPUN ALUMINUM BALL WITH FLUSH SEAM

7'-0

"25

'-0".

3" C

LR.

4" MAX.3" MIN.

3'-6

" MIN

2'-0" MIN.

2'-6" MIN

ALUMINUM FLAGPOLE

ALUMINUM FLASHING COLLAR

MOUNT FLAGPOLE IN CENTER OF CONTROL JOINTS

DRY SAND TIGHTLY TAMPED

GALVANIZED FOUNDATION SLEEVE

CONCRETE FOUNDATION -SEE MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR PROPER SIZE

STEEL BASE PLATE

STEEL SUPPORT PLATE WELDED TO GROUND SPIKE

NO

FIRELANE

PARKING

BY ORDER OF THEFIRE MARSHALL

FIRE LANE

P

NOTE:1. THE SIGN PLATE SHALL BE A MINIMUM OF 12"x18" WITH A THICKNESS OF .080 ALUMINUM CONSTRUCTION.2. THE SIGN FACE SHALL HAVE A WHITE REFLECTIVE BACKGROUND WITH A RED LEGEND. USE THE STANDARD 3M SCOTCHLITE SIGN FACE NUMBER R7-32 OR EQUIVALENT, WITH RED SCREEN PRINTED LETTERING AS SHOWN ABOVE.3. MINIMUM OF 1/4" BOLTS W/ FLAT WASHERS AND NUTS THAT BOLT THROUGH.4. POST FOOTING SHALL BE 12" IN DIAM AND 18" IN DEPTH.5. THE SIGN SHALL BE LOCATED 7 FT FROM GRADE TO BOTTOM OF SIGN.6. FIRE LANE SIGN SHALL BE INSTALLED 12" TO 18" FROM BACK OF CURB OR BACK OF SIDEWALK.7. SIGNS MUST FACE THE ONCOMING TRAFFIC.8. FIRE DEPT. RECOMMENDS YOU CALL UTILITY COMPANIES BEFORE YOU DIG.

UNIVERSAL SYMBOLFIRE LANE SIGN DETAIL

STANDARD FIRE LANESIGN DETAIL

2"

1 1/2"

3/4"

RED

BLACK

WHITE

8 1/2" Ø

2"

LIGHT FIXTURE SLEEVED OVER BOLLARD PER MFR.

CONCRETE FTG -REINFORCEMENT PER MANUFACTURER

1'-9"

1'-9

"

6" DIA STL PIPE PER MANUFACTURER

POWER CONDUIT PER ELECTRICAL

BASE PLATE PER MANUFACTURER

LIGHT FIXTURE SLEEVED OVER BOLLARD PER MFR.

GENERAL NOTES:1. SEE MANIFACTURER FOR INSTALLATION REQUIREMENTS2. SEE ELECTRICAL FOR MORE INFORMATION

3" WHITE PARKING STRIPE 10' OC

10'-0"

20'-0

"

3'-0 3

/8"

3'-0 3/8"

1'-2 3/4" 1'-2 11/16"3'-0 3/8"

7'-0 3/8"

3'-0 1

/4"

R 1'-10"R

3'-8"

9'-6

"

7'-1 7/16"

1'-10" 1'-11" 2'-1 5/8"

1'-3

1/1

6"1'

-10"

1'-2

15/

16"

3'-0 3/4"

3'-0 3

/4"

7'-4" 2'-2"

9'-6"

4'-4

"

R 1'-10" R 3'-8"3'-

0 13/1

6"

2'-11 1/2" 1'-2

1/8

"

1'-3

"

2'-2" 1'-10" 1'-10"

5'-10"

2'-1

1/8

"4'

-6 5

/16"

6'-7

7/1

6"PAINTING TO BE WHITE TO MATCH PARKING STRIPING.

SHEET TITLE:

APPROVED BY:

PROJECT NO.:

DATE:

DESIGNED BY:

DRAWN BY:

SHEET NUMBER:



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NAMEARCHITECTURALSITE DETAILS - (101-112)


3/8" = 1'-0" 103 INTERNATIONAL SYMBOL OF ACCESSIBILITY 3/4" = 1'-0" 112 CONCRETE SPLASH BLOCK

1/2" = 1'-0" 110 PIPE BOLLARD 1" = 1'-0" 107 SIDEWALK CURB

1 1/2" = 1'-0" 102 CURB AT FIRE LANES

1" = 1'-0" 106 ACCESSIBLE PARKING SIGN AND POST

1/4" = 1'-0" 104 FLAG POLE BASE

3/4" = 1'-0" 105 FLAGPOLE BASE

1 1/2" = 1'-0" 101 FIRE LANE SIGNAGE

1 1/2" = 1'-0" 111 SECURITY LIGHT BOLLARD 1/4" = 1'-0" 108 TYPICAL VEHICLE PARKING

NO. REVISION DATE

1 ADDENDUM 1 06/11/18

109TRAFFIC DIRECTIONAL ARROWS

1

6/11/2018

EXPIRES: 6/30/2020

6' MIN

.

5' MIN

.

6' MIN

.

5'-0"MIN. (AT LANDING)

36"

5'-0"

MIN

.

WALL BEYOND

RAMP BY G.C. MAX 1:12 SLOPE

LANDING WITH 36" TRUNCATED WARNING DOMES PER ADAAG 429.1

STRIPING BY G.C.

6" TAPERED CURB

SIDEWALK

6" VERTICAL CURB

GENERAL NOTE: SEE CIVIL PLANS

6" VERTICAL CURB

RAMP WITH RIPPLED WARNING PATTERN, BROOM FINISH.

6" VERTICAL CURB

RAMP BY G.C., MAXIMUM 1:12 SLOPE

SIDEWALK

LANDSCAPE

LANDSCAPE4'-0"MINIMUM

5' MIN

IMUM

6' MIN

IMUM

.

SLOPE

GENERAL NOTE: SEE CIVIL PLANS

FOOTING BELOW

BUILDING WALL

BUILDING WALL

FOOTING BELOW

FACE OF BUILDING

(3) POSSIBLE CONDITIONS SHOWN SEE SITE PLAN

4" CORNER POST

12" MAX. 4'-0"

12" MAX.

12" M

AX

.6'-0

" NTS

3" MAX

3" NTS

4" NTS

4" C

LR.

3'-0

"

4" M

IN.

10" DIA. MINIMUM CONCRETE FOOTING

BOTTOM RAIL

SEE SPECS FOR TYPE AND GAUGE OF ALL FENCING POSTS AND MESH AND PRIVACY SCREEN INSERTS

LINE POSTS @ 10'-0" O.C. (MAX.) SIZED PER SPECS.

TOP RAIL

OUTSIDE INSIDE

.6'-0

"

10'-0

"5'

-0"

3'-6" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-6"

1'-9

5/8

"

NOTES:1. INSTALL (3) 4"Ø STEEL SAFETY POSTS PER DETAIL 1012. 3000 PSI CONCRETE3. STEEL REINFORCEMENT SHALL BE GRADE 40. NO AWNINGS OR BUILDING PROJECTIONS ALLOWED IN AREAS TRAVELED BY REFUSE TRUCKS. MINIMUM OVERHEAD CLEARANCE OF 14 FT IS REQUIRED IN DRIVE AND 25 FT CLEARANCE OVER BIN RECEPTACLE AREA FROM POSTS BACK 30 FT.4. THE CONTAINER CLEARANCE TO BE A MINIMUM OF 36 INCHES FROM ANY PLANNED OR EXISTING STRUCTURE.5. REFUSE AREA SHALL BE SCREENED WITH A 6' MASONRY WALL.6. EXPANSION JOINT FILLER SHALL BE 1/2" BITUMINOUS TYPE PREFORMED EXPANSION JOINT FILLER TO MEET ASTM D-17517. EXTERIOR FINISH OF MASONRY SCREEN WALL SHALL BE COORDINATED ARCHITECTURALLY WITH PRIMARY BUILDING FINISHES.

6" CONCRETE SLAB WITH #3 REINFORCING BARS AT 16" O.C. EACH WAY

CMU ENCLOSURE WALL - SEE STRUCTURAL

FULLY GROUT END CELLS

4"Ø STEEL BOLLARD, TYP.

PLANS

LOP

E P

AD

1%

MIN

IMU

M

PADLOCKING HASP

(2) STEEL GATES WITH 4"x4"x1/4" ANGLE SURROUND AND 20GA "B" DECK INSERT. WELDED IN PLACE8" CMU ENCLOSURE WALL TO

MATCH BUILDING

5/8"Ø LOCKABLE CANE BOLTS SET IN 1"x3" LONG PIPE SLEEVE IN SLAB

GATE POST: 6"x6"x1/4" TUBE STEEL SOLID GROUTED

EJ

CJ

CJ

CJ

EJ

EJ

22'-0"

EJ

CJCJ

5'-0

"6'

-0"

ELEVATION

9'-2" MIN. CLEAR WHEN OPEN 9'-2" MIN. CLEAR WHEN OPEN

14' ALUMINUM ARM KIT/PARKING BARRIER ARM

4' VEHICLE DETECTING LOOPS FOR NORMAL VEHICLES

ENTRANCE

EXIT

GROUND LOOP

4' X 8'

GROUND LOOP

4' X 8'

PHOTO BEAM

PHOTO BEAM

4' VEHICLE DETECTING LOOPS FOR NORMAL VEHICLES

14'-0" 3'-0" 14'-0"

3'-0" 8'-0" 3'-0" 3'-0" 3'-0" 8'-0" 3'-0"

1'-1

"2'

-0"

2'-0

"5'

-9"

5'-9

"2'

-0"

2'-0

"1'

-1"

PARKING BARRIER OPERATOR

MOUNTING POST

OPENING DEVICE/CARD READER/KEYPAD ENTRY

14' ALUMINUM ARM KIT/PARKING BARRIER ARM

REVERSING EDGE

PHOTO-BEAM LOCATION MAXIMUM 27" FROM GRADE

FRONT VIEW

CONCRETE PAD

30.00

39.61

PARKING BARRIER OPERATOR

2'-6

" 4"

3'-3

5/8

"

2'-0"CONCRETE PAD

CONDUIT AREA

DOOR

STREET SIDE

2'-6

"4"

3'-3

5/8

"

PAINTED DIRECTION ARROWS - SEE 109/A-9.1.14'

-0"

4'-0

"

10" 10"

1'-7"

1'-8" 1'-4"

KEYPAD BOX WITH WEATHER PROOF COVER WELDED TO SIDE OF PIPE, TYP.

4" Ø STANDARD PIPE, PAINT TO MATCH BUILDING TRIM COLOR

CONCRETE FILLED PIPE BOLLARD

UNDERGROUND CONDUIT -PROVIDED SLEEVES UNDER DRIVE AREAS

4" Ø PVC SLEEVE

CONCRETE FOOTING

12"x12"x1/2" STEEL PLATE

(4) 16"x1/2" ANCHOR BOLTS

3'-0

"

6"

PIONEER JUSTICECOURT BUILDINGSAN TAN VALLEY, PINAL COUNTY

3655

STUCCO OVER CMU

PRECAST CONCRETE CAP

CMU TO MATCH WAINCOT BUILDING

RAISED LETTERS

ADDRESS TO BE CONFIRMED

REINFORCING PER STRUCTURAL

CONCRETE FOOTING


1'-0

"

3'-0"

CASING BEAD WITH SEAL AND BACKERROD

STUCCO SYSTEM TO MATCH BUILDING - DELETE 1" RIGID OUTSULATION

EXPOSED CMU TO MATCH BUILDING WAINSCOT

GENERAL NOTE: SIGNAGE TO BE APPROVED UNDER SEPERATE PERMIT. DETAIL PROVIDED FOR COORDINATION

5"

3'-5

"2'

-4"

2'-9

"

4"6"

5"

4'-10"

5'-4"

SHEET TITLE:

APPROVED BY:

PROJECT NO.:

DATE:

DESIGNED BY:

DRAWN BY:

SHEET NUMBER:



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1/2" = 1'-0" 123 ACCESSIBLE RAMP

1/2" = 1'-0" 122 ACCESSIBLE RAMP

1/4" = 1'-0" 114 FENCE POST TO BUILDING CONNECTION 1/2" = 1'-0" 117 6' FENCE SECTION

1/4" = 1'-0" 118 REFUSE AREA

1/4" = 1'-0" 116 PARKING CONTROL BARRIER GATE 1/2" = 1'-0" 119 KEYPAD AT ENTRY

NO. REVISION DATE

1 ADDENDUM 1 06/11/18

124MONUMENT SIGN

1

1

1

1

1

6/11/2018

EXPIRES: 6/30/2020

ROUND OFF CONCRETE FILL

ROLL CURB WHERE OCCURS

6" Ø STANDARD PIPE, PAINT OSHA SAFETY YELLOW


FINISHED GRADE, WHERE OCCURS

CONCRETE FOOTING

1'-4"

6"

3'-0

"3'

-0"

GRADE 30' CHAIN, CONNECTED TO BOLLARD HASP W/ PAD LOCK, PAINT OSHA SAFETY YELLOW

NO ACCESS SIGNAGE SUSPENDED FROM CHAIN

WELDED CHAIN HASP, GRIND EDGES SMOOTH AND PAINT

2 3/8" Ø BENCH LENG


DG - PER LANDSCAPING

CONCRETE FOOTING

1'-4" Ø

10"

6"

3/8" x 8" ANCHOR ROD BY MFR

PRE-MANUFACTURED PARK BENCH. TO BE THOMAS STEELE - WDB2-L-RP, WALDEN II BENCH, RECYCLED PLASTIC OR APPROVED EQUAL. COLOR TO BE SELECTED BY ARCHITECT.

NOTE: INSTALLATION METHODS MAY VARIFY WITH MANUFACTURER. GC TO VERIFY AND INSTALL PER MANUFACTURE REQ'S

MANUFACTURER'S REMOVABLE ACRYLIC BACK PLATE

LED HALO ILLUMINATED RAISED PAN CHANNEL ADDRESS NUMERALS, BLACK, 10" HIGH, 1" RETURN. FONT: ARIAL OR HELVETICA. GEMINI OR EQUAL

GALVANIZED STEEL PLATE BACKING. FASTEN WITH #7 TEK SCREWS (6) MIN.

SIGN COMPANY TO PROVIDE TRANSFORMER / POWER PACK. J-BOX WILL BE STUBBED TO LOCATION

STUCCO FINISH

1/8" GALVANIZED STEEL PLATE BACKING. FASTEN WITH #7 TEK SCREWS (6) MIN.

RAISED PAN CHANNEL ADDRESS NUMERALS, BLACK, 10" HIGH, 1" RETURN. FONT: ARIAL OR HELVETICA ATTACHED DIRECTLY TO GALVANIZED STEEL PLATE BACKING (WEST ELEVATION ONLY) GEMINI OR EQUAL

1"

1 5/8"

GENERAL NOTE: 1. SIGNAGE TO BE APPROVED BY SEPERATE PERMIT.

Pioneer Justice Court BuildingSan Tan Valley, Pinal County3655

GALVANIZED STEEL PLATE BACKING. FASTEN WITH #7 TEK SCREWS (6) MIN. BEHIND

LED HALO ILLUMINATED RAISED PAN CHANNEL ADDRESS NUMERALS, BLACK, 10" HIGH, 1" RETURN. FONT: ARIAL OR HELVETICA. GEMINI OR EQUAL

ELEVATION

SECTION SECTION

WALL PER SCHEDULE

10"

10"

10"

SHEET TITLE:

APPROVED BY:

PROJECT NO.:

DATE:

DESIGNED BY:

DRAWN BY:

SHEET NUMBER:



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1/2" = 1'-0" 126 PIPE BOLLARD

3/4" = 1'-0" 127 PIPE BOLLARD

1

131ADDRESS NUMERAL DETAIL

NO. REVISION DATE

1 ADDENDUM 1 06/11/18

6/11/2018

EXPIRES: 6/30/2020

DRIP EDGE

BATT INSULATION

HOLLOW METAL FRAME

SEALANT

EXTERIOR

CASING BEAD AND WEEP

5/8"

2"3/

8"

HEADER PER STRUCTURAL

1/2"

DOOR FRAME BEYOND

5/8" EXTERIOR SHEATHING-FILL VOIDS IN SUBSTRATE

7/8" STUCCO SYSTEM

5/8" GYPSUM BOARD

WEATHER BARRIER

BACKER ROD W/ ELASTOMERIC SEALANT

FILL WITH MESH AT ALL JOINTS

1" RIGID INSULATION

DOOR PER SCHEDULE

GYPSUM BOARD

DOOR PER SCHEDULE

BATT INSULATION

HOLLOW METAL FRAME

ATTACHMENT

EXTERIOR

SEALANT

CASING BEAD

STEEL JAMB ANCHOR

5/8" 2"

1/2"


7/8" STUCCO SYSTEM

WEATHER BARRIER



1" RIGID INSULATION

DO

OR

WID

THM

INU

S 6

"

FLOOR MOUNTED EXTERIOR DOOR STOP

DOOR FRAME BEYOND

DOOR PER SCHEDULE

RAIN DRIP PROTECTION CHANNEL. LOCATE AT DOOR STOP IMPACT POINT

RAIN DRIP SWEEP

THRESHOLD SET IN SEALANT

CONCRETE SLAB

DO

OR

WID

THM

INU

S 6

"

FLOOR MOUNTED EXTERIOR DOOR STOP

DOOR PER SCHEDULE

RAIN DRIP PROTECTION CHANNEL. LOCATE AT DOOR STOP IMPACT POINT

RAIN DRIP SWEEP

THRESHOLD SET IN SEALANT

CONCRETE SLAB

4 1/

2"

ALUMINUM DOOR PER SCHEDULE

ALUMINUM STOREFRONT JAMB PER SCHEDULE


7/8" STUCCO SYSTEM

5/8" GYPSUM BOARD

INSULATED GLAZING PER SCHEDULE

BATT INSULATION

ALUMINUM FRAME

WEATHER BARRIER

SEALANT

EXTERIOR




4 1/2"

1" RIGID INSULATION

SHIM

CASING BEAD

CASING BEAD AND WEEP SCREED

SCRATCH AND BROWN COAT


SILL SECTION

SUBSILL FLASHING SHIMMED AND SECURED PER MANUFACTURER'S RECOMMENDATIONS

SEALANT

FLOOR FINISH PER SCHEDULE

SEALANT AND BACKER ROD

FRAMED WALL PER PLAN

SEALANT BOTH SIDES

HOLLOW METAL FRAME

DOOR PER SCHEDULE

1/2"

2"5/

8"

DOUBLE STUD HEADER

WALL PER PLAN

SEALANT BOTH SIDES

HOLLOW METAL FRAME

DOOR PER SCHEDULE

5/8" 2"

1/2"

DOUBLE STUDS AT JAMB


7/8" STUCCO SYSTEM

5/8" GYPSUM BOARD


BATT INSULATION

ALUMINUM FRAME

WEATHER BARRIER

SEALANT

EXTERIORCASING BEAD




1" RIGID INSULATION

SHIM


4 1/2"



7/8" STUCCO SYSTEM

5/8" GYPSUM BOARD


BATT INSULATION

ALUMINUM FRAME

WEATHER BARRIER

SEALANT

EXTERIOR

CASING BEAD



1" RIGID INSULATION

SHIM

4 1/

2"



7/8" STUCCO SYSTEM

5/8" GYPSUM BOARD

BATT INSULATION

ALUMINUM FRAME

WEATHER BARRIER

SEALANT

EXTERIOR

CASING BEAD



1" RIGID INSULATION

SHIM


4 1/

2"

SHEET TITLE:

APPROVED BY:

PROJECT NO.:

DATE:

DESIGNED BY:

DRAWN BY:

SHEET NUMBER:



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NAMEARCHITECTURALDOOR AND WINDOWDETAILS - (201-212)


3" = 1'-0" 201 HOLLOW METAL DOOR HEAD

3" = 1'-0" 202 HOLLOW METAL DOOR JAMB

3" = 1'-0" 203 HOLLOW METAL DOOR SILL 3" = 1'-0" 206 ALUMINUM DOOR SILL

3" = 1'-0" 212 MULLION AT SIDE LITE

3" = 1'-0" 207 EXTERIOR ALUMINUM WINDOW HEAD

3" = 1'-0" 209 ALUMINUM WINDOW SILL AT CONCRETE FLOOR

3" = 1'-0" 210 HOLLOW METAL DOOR HEAD AT FRAMED WALL

3" = 1'-0" 211 HOLLOW METAL DOOR JAMB AT FRAMED WALL

3" = 1'-0" 204 EXTERIOR ALUMINUM DOOR HEAD

3" = 1'-0" 208 EXTERIOR ALUMINUM WINDOW JAMB 3" = 1'-0" 205 EXTERIOR ALUMINUM DOOR JAMB

NO. REVISION DATE

1 ADDENDUM 1 06/11/18

1

1

1

1

1

1

1

1

1

1

6/11/2018

EXPIRES: 6/30/2020

DOOR FRAME BEYOND

DOOR PER SCHEDULE

GAP BETWEEN CONCRETEFLOOR AND BOTTOM OF DOOR

CONCRETE SLAB

1/2"

MA

X.

WALL PER PLAN

SEALANT BOTH SIDES

HOLLOW METAL FRAME


GLAZING STOP

1/2"

2"5/

8"

6"

2 1/8" 1 3/4" 2 1/8" FRAME BEYOND

WALL PER PLAN

SEALANT BOTH SIDES

HOLLOW METAL FRAME


GLAZING STOP

ATTACHMENT

JAMB ANCHOR

5/8" 2"

1/2"

6"

2 1/

8"1

3/4"

2 1/

8"

FRAMED WALL PER PLAN

SEALANT BOTH SIDES

HOLLOW METAL FRAME


GLAZING STOP

DOUBLE STUDS AT HEADER

1/2"

5/8"

2"

1 15/16" 1 15/16"

VARIES

ALUMINUM SILL SECTION

SHIM AS REQUIRED


SUBSILL FLASHING SHIMMED AND SECURED PER MANUFACTURER'S RECOMMENDATIONS

PREFINISHED ALUMINUM SILL TRIM - FINISH TO MATCH WINDOWS


.SLOPE

4" CMU VENEER

1" AIR GAP


CONT WEATHER BARRIER BELOW

FLASHING


HOLLOW METAL BORROW LITE INTERMEDIATE FRAME


METAL STOP

FRAME BEYOND

5/8"

2"5/

8"

VARIES

1 15/16" 1 15/16"

WALL PER PLAN

SEALANT BOTH SIDES

HOLLOW METAL FRAME

DOOR PER SCHEDULE

5/8" 2"

1/2"


3/4" PLYWOOD

5/8" IMPACT RESISTANT GYP BD.

PICK PROOF CAULK ON HOLDING CELL INTERIOR

5/8" GYP BD.

SOUND BATTS

6 3/

4"

WALL PER PLAN

SEALANT BOTH SIDES

HOLLOW METAL FRAME

DOOR PER SCHEDULE

5/8"

2"

1/2"


3/4" PLYWOOD

5/8" IMPACT RESISTANT GYP BD.

PICK PROOF CAULK ON HOLDING CELL INTERIOR

5/8" GYP BD.

SOUND BATTS


5/8" GYPSUM BOARD

BATT INSULATION

ALUMINUM FRAME

WEATHER BARRIER

SEALANT

EXTERIOR


BOXED HEADER

SHIM

4 1/

2"

4" CMU VENEER

1" AIR GAP

ALUM BREAK MTL.


DOOR PER SCHEDULE

BATT INSULATION

HOLLOW METAL FRAME

SEALANT

EXTERIOR

CASING BEAD AND SCREED

5/8"

2"3/

8"

BOXED HEADER

1/2"

DOOR FRAME BEYOND


7/8" STUCCO SYSTEM

5/8" GYPSUM BOARD

WEATHER BARRIER



1" RIGID INSULATION

3/4" PLY WOOD

GYPSUM BOARD

DOOR PER SCHEDULE

BATT INSULATION

HOLLOW METAL FRAME

ATTACHMENT

EXTERIOR

SEALANT

CASING BEAD

STEEL JAMB ANCHOR

5/8" 2"

1/2"


7/8" STUCCO SYSTEM

WEATHER BARRIER



1" RIGID INSULATION

3/4" PLYWOOD

4 1/2"


7/8" STUCCO SYSTEM

5/8" GYPSUM BOARD


BATT INSULATION

ALUMINUM FRAME

WEATHER BARRIER

SEALANT

EXTERIOR

CASING BEAD



BOXED SILL

1" RIGID INSULATION

SHIM

SLOPEFLASHING

SHEET TITLE:

APPROVED BY:

PROJECT NO.:

DATE:

DESIGNED BY:

DRAWN BY:

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3" = 1'-0" 221 INTERIOR DOOR SILL

3" = 1'-0" 219 HOLLOW METAL WINDOW SILL AT FRAMED WALL

3" = 1'-0" 218 HOLLOW METAL WINDOW JAMB

3" = 1'-0" 217 HOLLOW METAL WINDOW HEAD

3" = 1'-0" 216 ALUMINUM WINDOW SILL AT CMU WALL

3" = 1'-0" 220 HOLLOW METAL WINDOW MULLION 3" = 1'-0" 223 HOLLOW METAL DOOR JAMB JAMB @ HOLDING

3" = 1'-0" 222 HOLLOW METAL DOOR HEAD @ HOLDING

3" = 1'-0" 224 EXTERIOR ALUMINUM DOOR JAMB @ WAINSCOT

3" = 1'-0" 213 EXT. HOLLOW METAL DOOR HEAD @ CHASE

3" = 1'-0" 214 EXT. HOLLOW METAL DOOR JAMB @ CHASE

3" = 1'-0" 215 EXTERIOR ALUMINUM WINDOW SILL

NO. REVISION DATE

1 ADDENDUM 1 06/11/18

1

1

1

6/11/2018

EXPIRES: 6/30/2020

WALL PER PLAN

ROD AND SEALANT BOTH SIDES

BOX HEADER

5/8" GYP BD.

SOUND BATTS


ALUMINUM FRAME

SHIM

WALL PER PLAN

SEALANT AND BACKER ROD BOTH SIDES

ALUMINUM METAL FRAME


5/8" GYP BD.

SOUND BATTS


SHIM

DOOR PER SCHEDULE

BATT INSULATION

HOLLOW METAL FRAME

SEALANT

EXTERIOR

CASING BEAD AND SCREED

5/8"

2"


1/2"

DOOR FRAME BEYOND


7/8" STUCCO SYSTEM

5/8" GYPSUM BOARD

WEATHER BARRIER



1" RIGID INSULATION

DRIP CAP AT NON COVERED ENTRIES

SHEET TITLE:

APPROVED BY:

PROJECT NO.:

DATE:

DESIGNED BY:

DRAWN BY:

SHEET NUMBER:



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3" = 1'-0" 225 ALUMINUM DOOR HEAD @ FRAMED WALL

3" = 1'-0" 226 ALUMINUM DOOR JAMB @ FRAMED WALL

3" = 1'-0" 227 HOLLOW METAL DOOR HEAD

NO. REVISION DATE

1 ADDENDUM 1 06/11/181

1

6/11/2018

EXPIRES: 6/30/2020


5/8" EXTERIOR SHEATHING -FILL VOIDS IN SUBSTRATE

WATER RESISTIVE BARRIER

2 PLY WATER BARRIER

LATH

1" RIGID INSULATION

ALUMINUM FLASHING WHERE INDICATED

WALL FRAMING AS OCCURS, SEE FLOOR PLAN FOR WALL TYPE

7/8" STUCCO

5/8" EXTERIOR SHEATHING, FILL VOIDS IN SUBSTRATE

1" RIGID INSULATION

REINFORCING MESH

WEATHER RESISTANT BARRIER (TWO COATS) WITH MESH REINFORCING AT ALL SUBSTRATE JOINTS AND CORNERS, TYPICAL

JOINT TREATMENT



LATH

2 PLY WATER BARRIER


WEATHER RESISTANT BARRIER (TWO COATS) WITH MESH REINFORCING AT ALL SUBSTRATE JOINTS AND CORNERS, TYPICAL

1" RIGID INSULATION

JOINT TREATMENT


METAL FRAME


LATH

2 PLY WATER BARRIER

100'-0"FINISH FLOOR

5/8" EXTERIOR SHEATHING

COMPLETELY SEAL TERMITE SHIELD TO FOUNDATION SLAB

SIDEWALK, SLOPEDAWAY FROM BUILDING

ALUMINUM TERMITE SHIELD

1" RIGID INSULATION

UV RESISTANT TOP COAT

TRANSITION MEMBRANE

7/8" STUCCO


2 PLY WATER BARRIER


WALL PER SCHEDULE

4"


1" RIGID INSULATION

WEATHER BARRIER

STUCCO FLOATED TO EDGE OF REVEAL

FASTENERS PER MFR. ENSURE PENETRATION TO STRUCTURE

3" REVEAL - EQUAL TO FRY REGLET PCS - 100-V-300

1" BLOCKING

FIN ANGLE WHERE OCCURSA-9.5.1512


RIGID INSULATION

4" CMU VENEER

1" AIR GAP

WEATHER BARRIER


CASING BEAD AND WEEP

WALL PER PLAN

7/8" STUCCO

MASONRY TIE

CONT WEATHER BARRIER BELOW

FLASHING AND SEALANT


5 1/2."3"

1 3/

4"

DRIP EDGE1 1/2"


4" CMU VENEER

1" AIR GAP

WEATHER BARRIER

EXTERIOR WALL PER PLAN

WALL TIES

TERMINATION BAR WITH SEALANT

BENT FLASHING

WEEP HOLES

COUNTER FLASHING

BELOW GRADE WATER PROOFING

FINISHED GRADE


RIGID INSULATION

4" CMU VENEER

1" AIR GAP

WEATHER BARRIER

L BRACKET


CASING BEAD


1" RIGID INSULATION

WEATHER BARRIER



3" REVEAL - EQUAL TO FRY REGLET PCS - 100-V-300

1" BLOCKING

CASING BEAD

7/8" STUCCO

3/8" BACKER ROD AND SEALANT

5"x3"x1/4" STL ANGLE

ROUNDED EDGE OF ANGLE TO BE REMOVED. PROVIDE UNIFORM SMOOTH EDGE.

NOTE:

1. TO BE SHOP FABRICATED AND ALL CUTS & HOLES TO BE SHOP PREFORMED.2. STL. ANGLE TO BE POWDER COATED


1" RIGID INSULATION

WEATHER BARRIER



1/2" REVEAL - EQUAL TO FRY REGLET DCS-50-V-100

1" BLOCKING


COMPLETELY SEAL TERMITE SHIELD TO FOUNDATION SLAB

SIDEWALK, SLOPEDAWAY FROM BUILDING

ALUMINUM TERMITE SHIELD

1" RIGID INSULATION

100'-0"FINISH FLOOR

UV RESISTANT TOP COAT

TRANSITION MEMBRANE

7/8" STUCCO


2 PLY WATER BARRIER

LATH


2"

WALL PER SCHEDULE

SHEET TITLE:

APPROVED BY:

PROJECT NO.:

DATE:

DESIGNED BY:

DRAWN BY:

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NAMEARCHITECTURALFINISH DETAILS -(501-512)


3" = 1'-0" 501 STUCCO SYSTEM DIAGRAM

3" = 1'-0" 502 OUTSIDE STUCCO CORNER

3" = 1'-0" 504 INSIDE CORNER @ STUCCO

3" = 1'-0" 506 STUCCO TERMINATION AT GRADE

3" = 1'-0" 511 3" STUCCO CONTROL JOINT 6" = 1'-0" 508 STUCCO TO WAINSCOT TERMINATION

3" = 1'-0" 509 WAINSCOT WEEP

3" = 1'-0" 507 STUCCO TO WAINSCOT

6" = 1'-0" 512 FIN ANGLE @ STUCCO CONTROL JOINT

3" = 1'-0" 510 1/2" STUCCO CONTROL JOINT

3" = 1'-0" 505 STUCCO TERMINATION AT PAVEMENT

NO. REVISION DATE

1 ADDENDUM 1 06/11/18

1

6/11/2018

EXPIRES: 6/30/2020

1'-0" 1'-0"SEE PLAN

2'-1

0"

2'-1

0"

2'-1

0"

12"1"

LANDING

5'-0" MIN.

LANDING

21'-9 13/16" MIN.

END CONDITION FOR 1 1/2"Ø HANDRAIL - CLOSE END

HANDRAIL SUPPORT, ATTACH WITH NON-REMOVEABLE 1/2"Ø BOLT GRIND WELDS SMOOTH AND PAINT TO MATCH RAIL

1/4"

1 1/2"

1'-0

"

1 1/2"Ø METAL HANDRAIL, PAINT TO BE SELECTED BY ARCHITECT

HANDRAIL SUPPORT, ATTACH WITH NON-REMOVEABLE 1/2"Ø BOLT GRIND WELDS SMOOTH AND PAINT TO MATCH RAIL

1 1/2"

1/2"

SE

E 5

54/A

-9.5

.41/

2"

WALL PER PLAN

3/4" PLYWOOD FACTORY APPLIED HARDWOOD VENEER, EDGE BAND EXPOSED CORE TO MATCH FACE VENEER

1/2" MDF SPACER WITH FACTORY APPLIED BLACK SEMI GLOSS PAINT. FINISHED ANY EXPOSED FACE

ALUMINUM Z-CLIP, ATTACH TO PANEL AND STUD WITH #8 PAN HEAD SCREWS

SHIM AS REQUIRED

METAL STUD PER WALL TYPE

ACCOUSTICAL BATT INSULATION PER WALL TYPE

5/8" GYP. BD. PER WALL TYPE

1/2" MDF SPACER WITH FACTORY APPLIED BLACK SEMI GLOSS PAINT. FINISHED ANY EXPOSED FACE. FULL HEIGHT


ALUMINUM Z-CLIP AND SHIM, TYP.


3/4" WOOD BASE, 45° MITER AT ANY EXPOSED ENDS

4"1/

2"



WALL PER PLAN


CEILING ASSEMBLY


SHIM AS REQUIRED


1/2"

SE

E 5

54/A

-9.5

.43/

4"







HOLLOW METAL DOOR PER SCHEDULE







HOLLOW METAL DOOR PER SCHEDULE

1'-9

1/2

"2'

-0"

2'-0

"2'

-0"

2'-4

"4"

FIELD VERIFY EDGE OF CEILING

REVEAL, TYPICAL

WOOD BASE

FINISHED FLOOR ELEVATION. REVEAL HEIGHT TO BE CONSISTANT AROUND ROOM

SHEET TITLE:

APPROVED BY:

PROJECT NO.:

DATE:

DESIGNED BY:

DRAWN BY:

SHEET NUMBER:



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NAMEARCHITECTURALFINISH DETAILS -(549-560)


1/2" = 1'-0" 552 RAMP RAILING

3" = 1'-0" 550 HANDRAIL RETURN 3" = 1'-0" 553 HANDRAIL SECTION

3" = 1'-0" 559 WOOD VENEER PANEL REVEAL

3" = 1'-0" 555 WOOD VENEER PANEL TERMINATION

3" = 1'-0" 556 WOOD BASE AT WOOD PANELING

3" = 1'-0" 558 WOOD VENEER PANEL CEILING TERMINATION

3" = 1'-0" 557 WOOD VENEER PANEL TERMINATION AT DOOR JAMB 3" = 1'-0" 560 WOOD VENEER PANEL TERMINATION AT DOOR HEAD

NO. REVISION DATE

1 ADDENDUM 1 06/11/18

1/2" = 1'-0" 554 PANEL REVEAL HEIGHTS

1

1

1

6/11/2018

EXPIRES: 6/30/2020

PLASTIC LAMINATE BASE CABINET OVER 1" MDF

BASE PER SCHEDULE

DRAWER PULLS

BACKSPASH AS OCCURS, SEE ELEVATIONS

WALL PER PLANNOTE: 1. PLASTIC LAMINATE COLOR TO BE SELECTED BY OWNER

COUNTERTOP TO WRAP UP IN BACKSPLASH SS-1

2'-5

3/4

"

CUT FRAMING TO ACCEPT SINK

FALSE FRONT

PULL

SWING DOOR WITH INTEGRATED TOE KICK

SINK


2'-1

0"NOTE: 1. PLASTIC LAMINATE COLOR TO BE SELECTED BY OWNER

BACKSPLASH

CUT FRAMING TO ACCEPT SINKCOUNTER TOP

ACCESS DOOR

CONCEALED BOTTOM

SINK

9" M

IN. 11" MIN.

8" MIN. PROVIDE SECURITY SCREWS TO MATCH COLOR OF PANELS


PLASTIC LAMINATE

FAUCET

NOTE: 1. PLASTIC LAMINATE COLOR TO BE SELECTED BY OWNER

12 3/4"

3"3"

3"3"

3"3"

7"

CEILING

ADJUSTABLE SHELF

20GA STEEL BACKING PLATE CONTINUOUS AT CASEWORK

ATTACH AT TOP AND BOTTOM ONLY AT FULL HEIGHT CABINETS

ATTACH CASEWORK WITH (2) #10 S.M.S. @12" O.C. (INCLUDING FINISH WASHER) TOP AND BOTTOM, TYP.

1/4" HILTI KWIK BOLT KB-III WITH 1 1/2" MIN. EMBEDMENT @ 24" O.C. AND 5" TO 9" FROM EACH END MINIMUM (2) PER BLOCK (ICC EX ESR-1385), TYP.

2"X4" PTDF BLOCKING

#14X3" CADMIUM PLATED FHWS @12" O.C. COUNTERSINK

SINK WHERE OCCURS. ALL SINKS TO BE UNDER COUNTER MOUNTED

COUNTERTOP TO WRAP UP IN BACKSPLASH SS-1 WHERE ELEVATIONS INDICATE

3'-0

3/4

"1'

-6"

2'-1

0"

ALIGN BOTH SIDES

RUBBER BASE

FRAMING AS REQUIRED

DOOR PULLS

PLASTIC LAMINATE CABINET WITH DRAWER (FULL GLIDES)

COUNTERTOP SS-1

BASE PER SCHEDULE

2'-1

0"

A-9.6.2615

NOTE: 1. PLASTIC LAMINATE COLOR TO BE SELECTED BY OWNER

1. CASEWORK: "CUSTOM" GRADE, STYLE 'A', TYPE 1, FLUSH OVERLAY AS DEFINED BY THE WOODWORK INSTITUTE.

2. FINISH EXPOSED AND SEMI-EXPOSED SURFACES OF CASEWORK INCLUDING THE INTERIOR OF OPEN CASEWORK AND SHELVING WITH PLASTIC LAMINATE. COUNTERTOPS SHALL BE SOLID SURFACE UNLESS NOTED OTHERWISE. INTERIOR OF ENCLOSED CABINETS SHALL BE WHITE MELAMINE. EDGES OF CABINETS DOORS AND DRAWER UNITS SHALL BE TRIMMED WITH 3 MM PVC EDGING STRIP (COLOR PER INTERIOR DRAWINGS).

3. BASES ON CASEWORK SHALL BE 4" UNLESS OTHERWISE NOTED. PROVIDE SAME FINISH BASE MATERIAL AS ADJACENT WALLS. SEE INTERIOR FINISH SCHEDULE. EXTEND BASE TO WALL AT ALL CABINET RETURNS AND END PANELS.

4. IN CASES OF CABINET INSTALLATIONS BETWEEN WALLS, VERIFY DIMENSIONS IN FIELD AND PROVIDE FILLER PANEL STRIPS AT ENDS OR REDUCE END CABINETS WIDTH AS REQUIRED TO FIT SPACE AS INDICATED.

5. UPPER AND LOWER CABINET DOORS AND FULL HEIGHT CABINETS SHALL HAVE PULLS MOUNTED VERTICALLY. DRAWERS SHALL HAVE HORIZONTAL PULLS. PULLS SHALL BE 4" WIRE WITH POLISHED CHROME FINISH U.N.O.

6. HINGES: "BLUM" 125 DEGREE SELF CLOSING CLIP HINGE.7. DRAWER SLIDES: "ACCURIDE" 75 lb. FULL EXTENSION SLIDES. FILE DRAWER SLIDES SHALL BE

100 # CAPACITY.8. FILE DRAWERS: SIZED FOR 8 1/2"x 11" FORMS. PROVIDE FILE RODS EXTENDING FRONT TO

BACK OF DRAWER UNIT. TYPICAL9. COORDINATE HEIGHT AND LOCATION OF BACKING PLATES FOR CASEWORK WITH STUD

FRAMING CONTRACTOR.10. FOR BACKING PLATE DETAILS, REFER TO DETAILS ON SHEET A-9.6.11. PROVIDE (1) 2" DIA. GROMMET WITH PLASTIC COVER AT EACH KNEE SPACE, CENTERED OVER

OUTLETS.12. COORDINATE QUANTITY AND LOCATION OF LOCKS FOR CABINETRY PER THE INTERIOR

ELEVATIONS.


BASE PER SCHEDULE

DRAWER PULLS




5"

2'-1

0"


BASE PER SCHEDULE




2'-1

0"


2'-1

0"

5"

UNDER COUNTER REFRIGERATOR BY OWNER

HARDWOOD VENEER CABINET OVER 1" MDF

BASE PER SCHEDULE

DRAWER PULLS

WALL PER PLAN

COUNTER PER BENCH DETAILS

HARDWOOD VENEER OVER 1" MDF

DRAWER PULL

WALL PER PLAN

COUNTER PER BENCH DETAILS

MIN

8"

MIN

11"

MIN9"

SHEET TITLE:

APPROVED BY:

PROJECT NO.:

DATE:

DESIGNED BY:

DRAWN BY:

SHEET NUMBER:



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NAMEARCHITECTURALCASEWORK DETAILS -(601-612)


1 1/2" = 1'-0" 605 CABINET SECTION DRAWERS

1 1/2" = 1'-0" 606 ACCESSIBLE SINK WITH CABINET

1 1/2" = 1'-0" 608 ACCESSIBLE SINK WITH CABINET SHROUD

1 1/2" = 1'-0" 603 MILLWORK SECTION 1 1/2" = 1'-0" 609 SECTION AT COPIER ISLAND

601 MILLWORK GENERAL NOTES 1 1/2" = 1'-0" 604 CABINET SECTION

1 1/2" = 1'-0" 607 CABINET SECTION AT FRIDGE610CABINET SECTION DRAWERS AT CLERK

611DRAWERS AT BENCHES

NO. REVISION DATE

1 ADDENDUM 1 06/11/18

1

1

1

6/11/2018

EXPIRES: 6/30/2020

3/4" PLYWOOD SHEATHING FELTS ON 2" STEEL STUDS AT 16" O.C. MAX., TOP OF CURB AT 4" ABOVE RAMP SURFACE CONTINUOUS

WOOD CAP-STAINED

3/4" PLY OVER 2x FRAMING. SEE STRUCTURAL. INFILL CAVITY WITH BATT INSULATION

CARPET FINISH. SEE ROOM FINISH SCHEDULE

4 1/2"

2'-1

0"

A-9.6.2616

A-9.5.4553

5'-6

".

1 1/2" X 8 1/4" TOP CAP

5/8" GYPSUM BOARD

6" METAL STUDS @ 16" O.C.

5/8" FIBERROCK VHI PANEL OR EQUAL

2"X4" STEEL TUBE POST @ 4' O.C.

BASE PER SCHEDULE

CONCRETE SLAB

RAM-SET METAL STUD TRACK TO FLOOR @ 32" O.C. MAXIMUM, TYPICAL

GALLERY

COURTROOM GALLERY/JURY BOX

2'-1

0"

A-9.6.2616

2"X4" STEEL TUBE POST @ 4' O.C.

6" METAL STUDS @ 16" O.C MAX.

SECURE 2X6 TO STEEL TOP TRACK WITH 1 1/4" #8 SCREWS @12" O.C. STAGGERED

1 1/2"X8" CONTINUOUS WOOD NAILER-SCREWED TO TOP STUD TRACK-ROUTE BOTTOM TO CLEAR BOLTS AND POSTS

NOTE:1. CAP SIZE WILL VARY WITH THICKNESS OF WALL

1 1/2" WOOD CAP WITH EASED EDGES SECURE TO 2X6 WITH 8D NAILS @12" O.C. STAGGERED COUNTERSUNK AND FILLED. STAINED - SEE ROOM FINISH LEGEND

APPROXIMATELY 1/8"-1/4" SHIM SPACE

"FRY-REGLET" OR EQUAL "Z" REVEAL, TYPICAL BOTH SIDES-BLACK

STEEL TOP PLATE AT POST-SCREWED TO TOP TRACK.

5/8" TYPE 'X' GYPSUM BOARD WITH METAL EDGE TRIM. BOTH SIDES. (COORDINATE WITH PLAN AREAS TO RECEIVE 5/8" FIBERROCK VHI PANEL OR EQUAL)

1/2"

1 1/

2"1/

2"

1/2"

FLOORING / BASE PER SCHEDULE

3 5/8" METAL CHANNEL BOTTOM TRACK

SOLID SURFACE CAP

3 5/8" METAL STUD(S) AT 24" O.C.

5/8" TYPE 'X' GYP. BOARD BOTH. SIDES, TYP. ALL LOCATIONS. PROVIDE 5/8" FIBERROCK VHI PANEL OR EQUAL AT LOBBY SECURITY WALLS4'

-0"

SECTION "G"ELEV.

3"X3"X3/16" T.S. SHORT COLUMN CONCEALED IN WALL

6"

3"2"

4"3"

3"

3"X3"X3/16" T.S. SHORT COLUMN

5/8" TYPE 'X' GYP. BOARD PER SECTION

WALL PER PLAN & WALL TYPES

3"X12"X1/4" PLATE

4"X1/2" DIA. EXPANSION BOLT (TYP. OF 2)

2X METAL STUDS ANCHOR TO T.S. AS SHOWN W/# 12 S.M.S. @ 8" O.C. (MIN. 3 PER LENGTH OF COLUMN)

10" M

AX

.9"

5/8" TYPE 'X' GYP. BOARD

1'-7

"

1'-8"

3/4" STEEL BAR RUNS THE LENGTH OF THE BENCH

MOUNTING HARDWARE PER MANUFACTURER

SOLID STEEL FLAT BENCH

1'-3 1/4"

PLYWOOD FIRE CORE

WOOD VENEER

PROTECTIVE SOLID WOOD BANDING

SOLID WOOD NOSING

BACK AND SEAT SUPPORT

1'-4

1/4

"

2'-7

1/2

"

1'-7

1/2

"

1'-10 1/4"

1'-3 1/4" 1 3/4"5 1/4"

SOLID SURFACE COUNTER(2) 3/4" PLYWOOD SUPPORT

CASH DRAWER, COORDINATE TYPE WITH OWNER

EMBEDED COUNTER BRACE - SEE DETAILS

5/8" IMPACT RESISTANT GYP BD

DROP-IN DEAL TRAY INCOUNTER TO BE EQUAL TO CRL BRUSHED STAINLESS STL 12" W x 10" D x 1-9/16" H


CONT. GLAZING GASKET

3/4" PLYWOOD WITH PLASTIC LAMINATE

VERTICAL GLASS DIVIDER BEYOND

2'-1

0" A

T A

DA

CO

UN

TERCOMPUTER TOWER

SUPPORT, COORDINATE SIZE WITH OWNER

(2) 3/4" PLYWOOD VERTICAL PANEL WITH PLASTIC LAMINATE BEYOND

GROMET LOCATIONS, COORDINATE WITH OWNER

SOFFIT PER RCP3'

-6" A

T S

TAN

DA

RD

CO

UN

TER

CONTINUOUS SEALANT

SOLID SURFACE COUNTERTOP OVER 3/4" PLYWOOD WITH BACKSPLASH WHERE OCCURS

1/4"Ø X 3/4" HEX HEAD LAG SCREWS, TYP.

EASE EDGE OF STEEL ANGLE

1 1/2"X1 1/2"X1/8" STEEL ANGLE @ 32" O.C. ATTACH TO DOUBLE METAL STUDS WITH (4) 3/8"Ø A307 BOLTS, WASHERS AND NUTS PAINT BLACK

A

B

SECTION A SECTION B

WALL PER PLAN

RAM-SET METAL STUD TRACK TO FLOOR AT 32" O.C. MAX, TYPICAL

CONCRETE FLOOR SLAB

BASE-SEE ROOM FINISH SCHEDULE

5/8" GYPSUM BOARD

FINISH FLOORING -SEE ROOM FINISH SCHEDULE

(2) LAYERS OF 3/4" PARTICLE BOARD WITH HARDWOOD VENEER

WOOD CAP BEYOND

HARDWOOD EDGE TRIM

METAL BRACKETS @ 48" O.C.

2"X4" TUBE STEEL POST @ 4' O.C. BEYOND

2' -

6".

6" METAL STUDS AT 16" O.C.

PWR DATA PULL BOX - SEE ELECTICAL

REMOVABLE COVER PLATE

1 1/2" TOP CAP

3'-2

"

3/4" PARTICLE BOARD WITH HARDWOOD VENEER

A-9.6.2616

SIM

BULLET RESISTANT BOARD AT CLEARK

8 3/8"

SECTION

PLAN


CLEAR SILICON CAULKING BETWEEN JOINTS

SILICON GLAZING GASKET PER MANUFACTURER

CRL BRITE 1/2" ANNODIZED ALUMINUM U-CHANNEL OR APPROVED EQUAL

SOLID SURFACE COUNTER

SILICON GLAZING GASKET PER MANUFACTURER

CLEAR SILICON CAULKING BETWEEN JOINTS


1/2" ANNODIZED ALUMN U-CHANNEL

VERTICAL GLAZING DIVIDER PANELS

VERTICAL GLAZING DIVIDER PANELS

SUBSTRATE

SHEET TITLE:

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PROJECT NO.:

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DESIGNED BY:

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1 1/2" = 1'-0" 613 RAMP/SIDE WALL AT COURTROOM

1 1/2" = 1'-0" 614 SECTION AT GALLERY/JURY WALL

3" = 1'-0" 616 CAP SECTION

1 1/2" = 1'-0" 615 OFFICE AND LOBBY PARTIAL HEIGHT WALL

3" = 1'-0" 617 PARTIAL HEIGHT WALL SUPPORT

3" = 1'-0" 622 ADA DETENTION BENCH

1 1/2" = 1'-0" 620 SECTION THRU PEW BODY 1" = 1'-0" 623 TRANSACTION COUNTER

1 1/2" = 1'-0" 619 COUNTER SUPPORT

1 1/2" = 1'-0" 624 SECTION AT 2ND COURT CLERK/WITNESS WALL 621GLAZING AT TRANSACTION COUNTER

NO. REVISION DATE

1 ADDENDUM 1 06/11/18

1

11

1

6/11/2018

EXPIRES: 6/30/2020

5/8" GYPSUM BOARD

2"X4" TUBE STEEL POST @ 4' O.C.

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

3/16"

(2) LAYERS 3/4" PARTICLE BOARD COVERED WITH HARDWOOD VENEER

2"X2"X3/16" TUBE STEEL, TYPICAL OF (3)

HARDWOOD VENEER ON 3/4" PARTICLE BOARD APRON


HARDWOOD EDGE TRIM

BULLET RESISTANT BOARD

WOOD CAP

BULLET RESISTANT BOARD

PUBLIC COUNTER AT COURTROOM

BULLET RESISTANT BOARD OVERPLAP BEYOND

(3) 2"X2"X3/16" TUBE STEEL, TYP.

5/8" GYPSUM BOARD


(2) LAYERS 3/4" PARTICLE BOARD COVERED WITH HARDWOOD VENEER

3/16"

2" 4"

1'-1 3/4"

"FRY-REGLET" OR EQUAL "Z" REVEAL, TYPICAL BOTH SIDES-BLACK

SECURE 2X4 TO STEEL TOP TRACK WITH 1 1/4" #8 SCREWS @12" O.C. STAGGERED

1 1/2"X8" CONTINUOUS WOOD NAILER-SCREWED TO TOP STUD TRACK-ROUTE BOTTOM TO CLEAR BOLTS AND POSTS

HARDWOOD VENEER OVER 3/4" PARTICAL BOARD

HARDWOOD EDGE TRIM

BASE PER SCHEDULE

6" METAL STUDS @ 16" OC


5/8" GYPSUM BOARD

FLOOR FINISH PER SCHEDULE

ADA COUNTER BEYOND

HARDWOOD EDGE TRIM



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

5"3"

5"

8"2'

-6"

2'-6

"

3'-2

"


6"2'

-2"

CLR WHEN GATE IS OPEN

3'-0"

LATCHHINGES

A-9.6.3625

2'-1

0"

MIN

8"

MIN

11"

MIN9"

PARTIAL HEIGHT DOOR

BULLET RESISTANT BOARD TO FULLY WRAP CLERKS ENCLOSURE

FINISH FLOORING, SEE ROOM FINISH SCHEDULE

NOTE: 1. SECURE PLYWOOD SHEATHING WITH A MINIMUM OF 3" SCREWS AT 8" ON CENTER MAXIMUM.2. ALL OUTLETS AND COVERPLATES COLOR TO BE APPROVED BY ARCHITECT3. PROVIDE BULLET RESISTIVE BOARD BACKER AT JOINTS, WHERE RESISTIVE BOARD OCCURS THROUGHOUT BENCHES

BASE, SEE ROOM FINISH SCHEDULE

5/8" GYPSUM BOARD


1 1/2" X 1'-1 3/4" TOP CAP

BULLET RESISTIVE BOARD BACKER AT JOINTS, WHERE RESISTIVE BOARD OCCURS THROUGHOUT BENCHES

BULLET RESISTIVE BOARD

(2) LAYERS OF 3/4" PARTICLE BOARD WITH HARDWOOD VENEER, BOTH SIDES

HARDWOOD EDGE TRIM


PUBLIC COUNTER ONLY AT COURTROOM

CONCRETE SLAB




(2) 2" DATA PULL CONDUITS- SEE ELECTICAL, COORDINATE WITH OWNERS IT

3'-2

"

2'-6

"




3/4" PLY OVER 2x FRAMING PER STRUCTURAL. FILL CAVITY WITH BATT INSULATION


A-9.6.3628

UNDERCOUNTER DRAWER - SEE 611/A-9.6.1

RAM-SET METAL STUD TRACK TO FLOOR AT 32" O.C. MAX, TYPICAL

CONCRETE FLOOR SLAB

BASE-SEE ROOM FINISH SCHEDULE

5/8" GYPSUM BOARD

FINISH FLOORING - SEE ROOM FINISH SCHEDULE


WOOD CAP BEYOND

HARDWOOD EDGE TRIM


2"X4" TUBE STEEL POST @ 4' O.C. BEYOND

2' -

6".

6" METAL STUDS AT 16" O.C.

1 1/2" TOP CAP




PASS THROUGH BEYOND

3'-2

"


A-9.6.2616

SIM

UNDERCOUNTER CABINET -SEE 610/A-9.6.1

UNDERCOUNTER DRAWER -SEE 611/A-9.6.1

8 3/8"



5/8" GYPSUM BOARD


1 1/2" X 1'-1 3/4" TOP CAP

BULLET RESISTIVE BOARD BACKER AT JOINTS



HARDWOOD EDGE TRIM


CONCRETE SLAB



(2) 2" DATA PULL CONDUITS- SEE ELECTICAL

2'-6

"





3'-9

"

A-9.6.3

628


2'-5

"6"

4'-0

" 2'-6

"



5/8" GYPSUM BOARD


1 1/2" X 1'-1 3/4" TOP CAP



HARDWOOD EDGE TRIM


PASS THROUGH WITH HARDWOOD VENEER ON SIDES

CONCRETE SLAB


HARDWOOD EDGE TRIM





A-9.6.3628


SHEET TITLE:

APPROVED BY:

PROJECT NO.:

DATE:

DESIGNED BY:

DRAWN BY:

SHEET NUMBER:



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3" = 1'-0" 625 CAP DETAIL AT CLERK AREA 3" = 1'-0" 628 SECTION AT JUDGES COUNTER

1 1/2" = 1'-0" 630 SECTION AT CLERK

1 1/2" = 1'-0" 635 PLATFORM DETAIL AT JUDGES BENCH IN COURTROOM/HEARING ROOM 1 1/2" = 1'-0" 629 SECTION AT WITNESS WALL

NO. REVISION DATE

1 ADDENDUM 1 06/11/18

636PLATFORM DETAIL AT JUDGES BENCH IN 2ND COURTROOM/HEARING ROOM

634PLATFORM DETAIL AT JUDGES BENCH IN COURTROOM/HEARING ROOM

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Pinal County - San Tan EXPIRES: 6/30/2020 Justice of the ... · • 2012 imc (international...

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