Amendment 0005 Attachment 4 RFI Questions 20-104-107 B164 Elevator Drawings.pdf

FEC

DN

UP

DN

FEC

FEC

D E F G H

0.5

G.3E.3

AS511

B

/A AS116

/A AS115

/3

URINALYSIS-N ISLAND

AS402

/1

MICRO-N

AS402

/2

MICRO-S ISLAND

AS402

/1

URINALYSIS-S ISLAND

AS403

/2

HEMO-N ISLAND

AS403

/3

HEMO-S ISLAND

AS403

/4

CHEMISTRY-N ISLAND

AS403

A S

B

LO

O D

B A

N K

/R E

FR

IG

E R

A

TI

O N

+F R

E E

ZE

R

A S

S P

E C

IM

E

N D

R O

P O

FF

+P

R O

C E

S S

IN

G

A S

/6

CHEMISTRY-S

AS403

A S

/1 AS404

/2 AS404

/5 AS403

A S

0.1

AS521

A

5A

115B

9A

3A

7A

S -2

G

G

A A

B

B

H H

H

H

H

A

F2

F2

F2

F2

F2

B

A

A

D

B

F2

F2

F2

E2

F2

F2

F2

F2

A

A A

D B

F1

F1

B

E

F1

E

A

B

B1

B1

UPPER LEVEL AREA C

REFER TO

UPPER LEVEL AREA B

REFER TO

AS710

8'

0"

A

J

J

A

A

B

12' - 2" 3' - 0" 13' - 2"

11' - 6" 2' - 9" 8' - 0" 1' - 0" 4' - 5" 9' - 0" 2' - 8" 5' - 4" 5' - 1"

6'

8"

3'

8" 2'

2"

7' - 8"

J

3' - 5" 2' - 3"8' - 0"10' - 5" 10' - 10"

2'

2" 7'

7'

3"

2'

4"

3'

5"

6'

4"

4' - 6" 3' - 6"

5'

3"

6'

8"

2' - 0" 3' - 6" 4' - 6"

5' - 9" 2' - 5"

4'

7" 4'

1"

7' - 4" 1'

0"

1'

0"

8' - 0"

7'

1"

3' - 7" 1' - 2" 7' - 8"

REFER TO SHEET 164-AS401

FOR LAB EQUIPMENT LAYOUT.

AS416

A

139B

139A

113B

B

B

F2

REFER TO SHEET 164-AS401

FOR LAB EQUIPMENT LAYOUT.

2' - 6"

FD

FD

FD

2' - 1" 19' - 2"

1'

0"

3' - 0" 5'

0"

4'

8" 5'

0"

4'

8"

7'

3"

9' - 8" 3' - 0" 9' - 8"

12' - 2" 3' - 0" 13' - 2"

10' - 1" 2' - 1"

2'

1" 7'

6"

7'

0"

3' - 11" 2' - 1"

9'

0" 6'

2"

5'

2"

2' - 1" 10' - 0"

5" 2' - 1"

AS710

1'

2"

AS416

B

W1 W1 W2

LAB

164-115

BLOOD

DRAW

164-111

MEN'S

TOILET

164-139

PHLEBOTOMY

164-109

BLOOD

DRAW

164-114

WOMEN'S

TOILET

164-113

STORAGE

BH & AR

164-117

CORRIDOR

164-119

STAIR

S-2

DELIVERY

STORAGE

164-116

3' - 7"

2' - 0"

1'

3"

18 18

AS621

AS621

AS621

AS711

ELEVATOR

W1

AS311

AS621

AS621

5'

0" 4'

8"

L1200

AS531

AS531

13 AS531

FD

C G

CG

C

GCG

C G

CG

C G

CG

CG

C

GCG

C G

CG

C G

CG

CG

C G

C G

C G

CG CG

C

G CG

C G

CG

CG

CG

C G

C G

C G

CG

29 30

29 29

30 30

CG

0"

3' - 11" 1' - 11"

4'

0"

2' - 2"

2'

3"

2'

2"

2' - 2"

2' - 5"

1' - 8"

2'

7"

A102 2

INTERIOR ELEVATION

REFERENCE (MULTIPLE)

PARTITION TYPE IDENTIFICATION

SHEET WHERE DRAWN

ELEVATION NUMBER AND

DIRECTION OF VIEW

KEYED NOTE

Room Name 101 A1

INTERIOR ELEVATION

REFERENCE (SINGLE)

ELEVATION

NUMBER/SHEET

WHERE DRAWN

/9 Ref

999999 / A102

EQUIPMENT/FURNITURE/

ACCESSORY IDENTIFICATION

L80

DOOR IDENTIFICATION

ROOM NAME

ROOM NUMBER

AS101A101

1 DETAIL NUMBER

SHEET NUMBER

DETAIL REFERENCE

SECTION NUMBER

SHEET NUMBER

WALL & BUILDING SECTION

FIRE EXTINGUISHER CABINET

REFER TO DETAIL 7/AS711

NEW DOOR EXISTING DOOR

WINDOW IDENTIFICATION1t

ELECTRICAL PANEL

REFER TO E-SERIES

SHEETS FOR MORE

INFORMATION

ROOF DRAINRD CLEAN OUTCO

FLOOR DRAINFDCG

CORNER GUARD

NOT INCLUDED IN THIS CONTRACT

TEMPORARY CONSTRUCTION

BARRIER WALL

Project Number

Pl ot

D a te

Date

Location

ARCHITECT + ENGINEERS:CONSULTANTS: Drawing Title:

Approved: Project Director

Project Title

Checked Drawn

Drawing Number

Dwg. of

Building Number

Date:Revisions:

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

Office of Construction and Facilities Management on e ei gh th in ch o ne fo ot on e qu a rte r i nc h on e fo ot th re e ei gh th s i nc h on e fo ot on e ha lf in ch o ne fo ot th re e qu a rte rs in ch o ne fo ot on e in ch o ne fo ot on e a nd o ne h a lf in ch es o ne fo ot th re e in ch es o ne fo ot

6"

6"

6"

6"

PRESCOTT, ARIZONA

KEY PLAN

NORTH

Fi le

-201 W. CUS HING S TREET

TUCS ON, AZ 85 718

T: 520.882.4484 F: 520.882.5560

AREA

'A'

BUILDING

BUILDING

MIRACLE MILE

100% BID DOCUMENT

O

PE

N A

IR

E

N

TR

A N

C E

/1

1/

1:

:0

A M

C :\U se rs

\d bi bb s\

D oc um en ts \1

3-

IC

D _d bi bb s.

rv t

ENLARGED FLOOR PLAN - UPPER LEVEL AREA

A

AS114

13-127

DBMP

CLINICAL LABORATORY AND

PHARMACY BUILDING

12/03/2015

1/4" = 1'-0"AS114

A UPPER LEVEL FLOOR PLAN - AREA A

A ALL DIMENSIONS ARE TO FACE OF FINISHED PARTITIONS AND SHALL BE FIELD VERIFIED

WHERE APPLICABLE BY GENERAL CONTRACTOR PRIOR TO START OF CONSTRUCTION.

B REFER TO SHEET 164-AS501 FOR TYPICAL INTERIOR PARTITION TYPES. REFER TO

SHEETS 164-AS307 AND 164-AS308 FOR EXTERIOR WALL DETAILS.

C REFER TO SHEET 164-G108 FOR TYPICAL TOILET ROOM MOUNTING HEIGHTS.

D REFER TO SHEET 164-G109 FOR TYPICAL MOUNTING HEIGHTS AND CLEARANCES.

E REFER TO SHEET 164-G111 FOR TYPICAL RULES FOOR REFLECTED CEILING PLANS.

F REFER TO SHEET 164-AS601, 160-AS602 AND 160-AS603 FOR DOOR AND INTERIOR

WINDOW SCHEDULE, NOTES AND DETAILS.

G REFER TO SHEET 164-AS303 FOR EXTERIOR WINDOW SCHEDULE.

H REFER TO SHEET 164-AS701 AND 164-AS702 FOR TYPICAL WALL AND FLOOR

PENETRATIONS.

I REFER TO SHEET 164-I601 AND 164-I602 FOR ROOM FINISH SCHEDULE AND FINISHES.

J PAINT FULL HEIGHT EXPOSED DRYWALL SURFACES. REFER TO ROOM FINISH SCHEDULE.

K REFER TO ELECTRICAL SHEETS (E-SERIES) FOR ELECTICAL PLANS, FIXTURE AND

EQUIPMENT SCHEDULES.

L REFER TO PLUMBING SHEETS (P-SERIES) SHEETS FOR PLUMBING PLANS, FIXTURE AND

EQUIPMENT SCHEDULES AND RISER DIAGRAMS.

M REFER TO PLUMBING SHEETS (P-SERIES) FOR FLOOR DRAIN AND CLEANOUT LOCATIONS

AND INFORMATION.

N PROVIDE 8" HIGH X 16 GAUGE X 48" CONTINUOUS BACK-UP BLOCKING PLATES SECURELY

ANCHORED WITH FLAT HEAD SCREWS OVER METAL STUDS BEHIND ALL TOILET

ACCESSORIES, BASE CABINETS, WALL CABINETS, MILLWORK, SHELVING, VISUAL DISPLAY

BOARDS, WALL/HANDRAIL (NEW WALLS) AND ALL OTHER SURFACE MOUNTED ITEMS.

REFER TO 2/AS501.

FLOOR PLAN KEY NOTES GENERAL NOTES

1 EXISTING ELECTRICAL. REFER TO ELECTRICAL SHEETS FOR MORE INFORMATION.

2 EXISTING HM DOOR TO REMAIN. FILL WITH CONCRETE TO ACHIEVE 90 MIN. FIRE

RATING. SAND SMOOTH AND PAINT. WIDTH=4-0", HEIGHT=7'-0", THICKNESS=1 3/4".

3 EXISTING DOOR TO REMAIN. PAINT.

4 REFER TO STRUCTURAL SHEETS (S-SERIES) FOR FOUNDATION WALL PENETRATIONS.

5 PROVIDE STEEL TUBE POSTS ANCHORED TO FLOOR AT 4'-0" O.C. FOR LOW HEIGHT,

UNBRACED WALLS.

6 CASEWORK VENDOR TO PROVIDE SHOP DRAWINGS FOR REVIEW BY OWNER AND

ARCHITECT.

7 LOCATION OF FUTURE PNUEMATIC TUBE SYSTEM UNIT BY SWISSLOG OR APPROVED

EQUAL. CONTRACTOR TO INSTALL TUBES ONLY AND STUB ABOVE CEILING. REFER

TO MECHANICAL SHEETS.

8 ENCLOSURE FOR ELECTRICAL WIRING AND PLUMBING PIPING FROM FLOOR BELOW.

REFER TO PLUMBING & ELECTRICAL SHEETS FOR LOCATIONS.

9 NOT USED.

10 NOT USED.

11 NOT USED.

12 NOT USED.

13 PARAPET WALL.

14 SAFETY STATION BY GUARDIAN MODEL NO. GBF2150 OR APPROVED EQUAL. SAFETY

STATION LOCATIONS SHALL BE IDENTIFIED W/ 3'-0" X 3'-0" SQUARE SYMBOL PAINTED

ON FLOOR. NOT IN CONTRACT.

15 LOCATION FOR MOBILE CART SUPPLIED BY OWNER.

16 NOT USED.

17 EXISTING AUTOMATIC SLIDING DOOR.

18 CUBICLE CURTAIN FURNISHED AND INSTALLED BY OWNER.

19 NOT USED.

20 NOT USED.

21 BICYCLE RACK BY UPBEAT OR APPROVED EQUAL. MODEL:3-LOOP, FINISH POWDER

COATED SURFACE MOUNT TO CONCRETE.

22 CONCRETE PAVED AREA. SHADING INDICATES CONCRETE COLOR AND SEALER.

CONCRETE COLOR AND SEALER BY DAVIDS COLORS OR APPROVED EQUAL. PROVIDE

CONTROL JOINTS AS INDICATED.

23 NEW WALL FILL-IN BY OTHERS.

24 EXISTING PIPING. REFER TO MECHANICAL OR PLUMBING SHEETS FOR MORE

INFORMATION.

25 NOT USED.

26 NOT USED.

27 2" EXPANSION JOINT. REFER TO EXPANSION JOINT DETAILS ON SHEET AS531.

28 LOCATE DEDICATION PLAQUE AT BASE OF COLUMN. REFER TO CONTRACTING

OFFICER'S REPRESENTATIVE (COR) FOR DETAILS.

29 DRAIN HUB AT COUNTERTOP. REFER TO DETAIL 7/AS701.

30 2" DIAMETER GROMMET W/ PLASTIC CAP. PROVIDE AT ALL KNEEWELLS. CASEWORK

VENDOR TO COORDINATE.

31 CONCRETE STOOP NOT INCLUDED IN CONTRACT.

32 12" WIDE X 48" LONG PLANK FIN BY 3FORM OR APPROVED EQUAL.

33 CANOPY ABOVE.

34 METAL LADDER.

35 CONCRETE STOOP.

36 GRAVEL FILL. MULTI-ROSE COLOR MIXED WITH COARSE 3/4" NOMINAL SIZE ASTM C

1549.

44 ADDITIONAL COMPACTED FILL IN THIS AREA AS REQUIRED. REFER TO CIVIL AND

STRUCTURAL SHEETS FOR MORE INFORMATION.

45 42" HIGH METAL GUARDRAIL WITH GATE.

46 UNDERGROUND TRENCH DRAIN. REFER TO DETAIL 5/AS315. [DEDUCT ALTERNATE.

REFER TO DEDUCT ALTERNATES LIST ON SHEET G103].

47 GUTTER DOWNSPOUT. TYPICAL AT EACH COLUMN. REFER TO DETAIL 7/AS315.

48 COLUMN WRAP. REFER TO DETAIL 6/AS315 AND 7/AS315.

FLOOR PLAN LEGEND

FIXTURES AND ACCESSORIES

F0230 CHAIR, ROTARY, LABORATORY

F0275A CHAIR, SWIVEL, MEDIUM BACK

F0280 CHAIR, SWIVEL, LOW BACK

F2010 BASKET, WASTEPAPER, STEP-ON

L1200 CABINET, SPECIMEN, PASS THRU, CRS

U0114 WIRE SHELVING, 12X36X72

U0115 WIRE SHELVING, 12X48X72

REFER TO SEPS-FURNITURE AND ACCESSORIES SCHEDULE FOR MORE INFORMATION.

BIDDING DOCUMENT REVISION 1 Nov. 2, 2015 BID SUBMISSION Dec. 3, 2015

OS

VS

OS

VS

VS

VS

WAP

WAP

OS OS

VS

D E F G H

0.5

G.3E.3

9' - 0"

8' - 0"

8' - 0"

8' - 0"

9' - 0"

AS531

ELEVATOR

EQ EQ

12' - 0"

ELECTRICAL

ROOM

164-002

MEN'S

TOILET

164-003

WOMEN'S

TOILET

164-004

CORRIDOR

164-006

HAC

164-005

FUTURE

SPACE

164-007

MACHINE

ROOM

164-008

STAIR

S-1

PHARMACY

STORAGE

164-010

LAB

STORAGE

164-009

CORRIDOR

164-001

CORRIDOR

164-006

E Q

E Q

E Q

E Q

AS531

4' - 9"

4'

1" 4'

1"

4' - 2"

E Q

E Q

EQ EQ

8' - 0"

5'

0" 5'

5'

5'

0"

CEILING OPEN

TO STRUCTURE

2' X 2' SUSPENDED

CEILING

2' X 4' SUSPENDED

CEILING

GYPSUM BOARD

CEILING

8'-0" INDUSTRIAL

LED FIXTURE

2' X 2' LED FIXTURE

2' X 4' LED FIXTURE

CEILING HEIGHT

DESIGNATOR

2'-0" X 2'-0"

SUPPLY DIFFUSER

LINEAR SUPPLY DIFFUSER

OS

VS

WAP

8'-0" STRIP LIGHT

SD

2'-0" X 2'-0"

RETURN DIFFUSER

SPRINKLER HEAD

OCCUPANCY SENSOR

VACANCY SENSOR

SMOKE DETECTOR

WIRELESS ACCESS POINT

EXIT LIGHT

Project Number

Pl ot

D a te

Date

Location

ARCHITECT + ENGINEERS:CONSULTANTS: Drawing Title:

Approved: Project Director

Project Title

Checked Drawn

Drawing Number

Dwg. of

Building Number

Date:Revisions:

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

Office of Construction and Facilities Management on e ei gh th in ch o ne fo ot on e qu a rte r i nc h on e fo ot th re e ei gh th s i nc h on e fo ot on e ha lf in ch o ne fo ot th re e qu a rte rs in ch o ne fo ot on e in ch o ne fo ot on e a nd o ne h a lf in ch es o ne fo ot th re e in ch es o ne fo ot

6"

6"

6"

6"

PRESCOTT, ARIZONA

KEY PLAN

NORTH

Fi le

-201 W. CUS HING S TREET

TUCS ON, AZ 85 718

T: 520.882.4484 F: 520.882.5560

AREA

'A'

BUILDING

BUILDING

MIRACLE MILE

100% BID DOCUMENT

O

PE

N A

IR

E

N

TR

A N

C E

/1

1/

1:

:2

A M

C :\U se rs

\d bi bb s\

D oc um en ts \1

3-

IC

D _d bi bb s.

rv t

ENLARGED REFLECTED CEILING PLAN - LOWER

LEVEL AREA A

AS131

13-127

DBMP

CLINICAL LABORATORY AND

PHARMACY BUILDING

12/03/2015

1/4" = 1'-0"AS131

A REFLECTED CEILING PLAN - LOWER LEVEL AREA A

REFLECTED CEILING PLAN LEGEND

REFLECTED CEILING PLAN SHEET NOTES

1 GYPSUM BOARD SOFFIT AT CASEWORK. [NOT INCLUDED IN THIS CONTRACT. REFER

TO DEDUCT ALTERNATES LIST ON SHEET G103]

2 OPENING FOR MECHANICAL AND PLUMBING. REFER TO STRUCTURAL SHEETS FOR

WALL PENETRATIONS.

3 PHARMACY VAULT CEILING. REFER TO DETAIL 6/AS531.

4 2'-0" x 2'-0" CEILING ACCESS PANEL.

5 PROVIDE OPENING FOR EXHAUST HOOD.

6 CUBICLE CURTAIN TRACK. REFER TO 7/AS531.

7 OUTLET FOR FUTURE PNEUMATIC TUBE SYSTEM.

8 8'-0" STRIP LIGHT MOUNTED AT WALL.

9 NOT USED.

10 ELEVATOR SAFETY BEAM REQUIRED PER OSHA 1926.502 PROVIDED AND INSTALLED

BY GENERAL CONTRACTOR.

11 EXHAUST GRILLE. REFER TO MECHANICAL SHEETS.

12 TRANSFER UNIT. REFER TO MECHANICAL SHEETS.

13 CONTINUOUS METAL STUD RUNNER TO UNDERSIDE OF STRUCTURE WITH METAL

BRACING AT 4'-0" OC.

14 2" EXPANSION JOINT. REFER TO EXPANSION JOINT DETAILS ON SHEET AS531.

BIDDING DOCUMENT REVISION 1 Nov. 2, 2015 BID SUBMISSION Dec. 3, 2015

FEC

UP

G H

POWER UNIT

8" WIDE X 8" HIGH ELEC. RACEWAY 8" C 8" PIPE

SLEEVE, LOCATION TO BE COORDINATED WITH

ELEVATOR SUPT.

NOTE: ELEVATOR SHAFT

LAYOUT TYPICAL AT EACH

LEVEL

PIT LADDER

H O

IS

TW

A Y

D E

P

TH

P R

O V

ID

E

D

6'

8" H

O

LD

2'

5"

HOISTWAY WIDTH

7' - 8"

8" 2' - 0" 8" 1' - 1"

DOOR WIDTH

3' - 0" 3' - 7" 8"

6"

ROUGH OPENING

4' - 3" 3' - 0"

H O

IS

TW

A Y

D E

P

TH

R E

Q U

IR

E

D

5'

9"

5'-8" INSIDE CLEAR

PLATFORM WIDTH: 6' - 0"

4' -3

" I N

S

ID

E C

LE

A

R

P

LA

TF

O

R M

D E

P

TH

: 5

SINGLE SPEED SIDE

OPENING DOOR

AS521

F2

F2

F2 F2

F2

ALIGN

MACHINE

ROOM

164-008

AS521

/8 AS511

" T

O

8"

" 60

" M

IN

5"

B

A

NOTE:

ELEVATOR TO COMPLY WITH CURRENT

IBC STANDARDS AND THE CITY OF

PRESCOTT ELEVATOR CODES.

NOTE:

THE AUTOMATIC DOOR OPENING DEVICE SHALL ACTIVATE IF AN

OBJECT PASSES THROUGH EITHER LINE "A" OR LINE "B", LINE "A"

AND LINE "B" REPRESENT THE VERTICAL LOCATIONS OF THE

DOOR REOPENING DEVICES NOT REQUIRING CONTACT.

KEYNOTES:

1. TACTILE CHARACTERS AND

BRAILLE FLOOR DESIGNATION SHALL

BE ON BOTH JAMBS OF ELEVATOR

HOISTWAY ENTRANCES. A TACTILE

STAIR SHALL BE PROVIDED ON

JAMBS AT THE MAIN ENTRY LEVEL

SUCH CHARACTERS SHALL BE 2"

HIGH.

2. CALL BUTTONSS SHALL BE 35"

(MIN) TO 48" (MAX) ABOVE FINISH

FLOOR AND SHALL BE 3/4" DIAMETER

(MIN).

3. VISIBLE SIGNALS SHALL BE 2-1/2"

MINIMUM DIMENSION, AND MOUNTED

AT 72" (MIN) ABOVE FINISH FLOOR.

THERE SHALL BE AUDIBLE SIGNALS,

ONCE FOR UP AND TWICE FOR THE

DOWN DIRECTION.

4"

FASCIA BY ELEVATOR MANUF.

EDGE OF HOISTWAY

FRAME SUPPORT AND

ANCHORING SYSTEM PER

ELEVATOR MANUF.

STAINLESS STEEL FRAME

EDGE OF JAMB BEYOND

2"

EDGE OF HOISTWAY

DOOR CONFIGURATION

PER ELEVATOR MANUF.

LINE OF THRESHOLD

SUPPORT

STAINLESS STEEL FRAME

LINE OF HEAD ABOVE

EDGE OF FLOOR SLAB

AND FLOOR FINISH

TRANSITION

EDGE OF JAMB BEYOND

ELEVATOR DOOR

THRESHOLD AND SILL

EXTENSION ALIGN

FLOOR FINISH SEE

FINISH SCHEDULE

P E

R E

LE

V

M A

N U

F.

FINISH FLOOR

THRESHOLD SUPPORT

AND ANCHORING

SYSTEM PER ELEVATOR

MANUF.

FASCIA BY ELEVATOR

MANUF.

EDGE OF HOISTWAY

CONCRETE FLOOR

STRUCTURE

CAST IN PLACE CONCRETE ELEVATOR PIT

WALL. REFER TO STRUCTURAL SHEETS.

LOWER LEVEL

0"

UPPER LEVEL

14' - 0"

PENTHOUSE

30' - 0"

ELEVATOR PIT

-4' - 0"

P

IT

D E

P

TH

4'

0"

ELEVATOR PIT LADDER BY

ELEVATOR CONTRACTOR.

D O

O R

E N

TR

A

N C

E H

E

IG

H T

7'

0" D

O O

R E

N

TR

A N

C E

H E

IG

H

T

7'

0"

SAFETY BEAM REQUIRED PER

OSHA 1926.502 PROVIDED AND

INSTALLED BY GENERAL

CONTRACTOR AS DIRECTED BY

THYSSENKRUPP FIELD OFFICE.

MOUNT RAIL BRACKETS AT 8"

BELOW EACH FINISHED FLOOR

LEVEL. MAX SPACING 15'-9". IF

DISTANCE BETWEEN FLOOR

LEVELS EXCEEDS MAXIMUM, AN

ADDITIONAL GUIDE RAIL

BRACKET MUST BE PROVIDED

MIDWAY.

PIT LIGHT AND OULET

BY G.C.

OIL LINE

NOTE: VENT HOISTWAY AS

REQUIRED ASME A17.1 RULE 2.1.4

TOP GUIDE RAIL BRACKET TO

BE INSTALLED AS REQ'D

ABOVE FINISHED FLOOR IN

OVERHEAD. SUPPORT TO BE

PROVIDED BY GENERAL

CONTRACTOR.

G117

G117

THE TOP SET OF JACK

FOLLOWER GUIDE RAIL

BRACKETS MUST BE LOCATED

NO MORE THAN 4'-0" BELOW THE

TOP OF THE JACK FOLLOWER

GUIDE RAILS.

8"

3"

AS521

AS521

O V

E R

H E

A D

1"

Project Number

Pl ot

D a te

Date

Location

ARCHITECT + ENGINEERS:CONSULTANTS: Drawing Title:

Approved: Project Director

Project Title

Checked Drawn

Drawing Number

Dwg. of

Building Number

Date:Revisions:

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

Office of Construction and Facilities Management on e ei gh th in ch o ne fo ot on e qu a rte r i nc h on e fo ot th re e ei gh th s i nc h on e fo ot on e ha lf in ch o ne fo ot th re e qu a rte rs in ch o ne fo ot on e in ch o ne fo ot on e a nd o ne h a lf in ch es o ne fo ot th re e in ch es o ne fo ot

6"

6"

6"

6"

PRESCOTT, ARIZONA

Fi le

-201 W. CUS HING S TREET

TUCS ON, AZ 85 718

T: 520.882.4484 F: 520.882.5560

100% BID DOCUMENT

/1

1/

1:

:3

A M

C :\U se rs

\d bi bb s\

D oc um en ts \1

3-

IC

D _d bi bb s.

rv t

ELEVATOR DETAILS

AS521

13-127

DBMP

CLINICAL LABORATORY AND

PHARMACY BUILDING

12/03/2015

1/2" = 1'-0"AS521

A ENLARGED ELEVATOR PLAN

1" = 1'-0"AS521

1 ELEVATOR CONTROLS & SIGNALS MOUNTING HEIGHTS

3" = 1'-0"AS521

3 ELEVATOR DOOR HEADER

3" = 1'-0"AS521

4 ELEVATOR DOOR JAMB

3" = 1'-0"AS521

5 ELEVATOR DOOR SILL

ELEVATOR NOTES

THE FOLLOWING CONDITIONS MUST BE MET BEFORE INSTALLATION IS COMPLETED,

AND ARE NOT INCLUDED IN THE ELEVATOR CONTRACT:

1. A PLUMB, PROPERLY VENTILATED HOISTWAY (ACCORDING TO CODE AND

SIZES SHOWN).

2. ADEQUATE SUPPORT FOR JACK, GUIDE RAIL BRACKETS, AND BUFFERS (FOR

REACTIONS SHOWN).

3. HOISTWAY BARRICADES AND ALL CUTTING AND PATCHING TO INSTALL

HOISTWAY ENTRANCES, SILLS, HALL FIXTURES, OIL AND ELECTRIC LINES.

4. PIT LIGHTS AND SWITCH, CONVENIENCE OUTLETS WITH GFCI PROTECTION

PER NEC, PIT LADDER PER CAR (ACCORDING TO CODE). NOTE: MUST BE

CLEAR OF ALL ELEVATOR EQUIPMENT.

5. DEDICATED 120 VOLT, 15 AMP. SERVICE, ALONG WITH TELEPHONE CIRCUIT

WHEN REQUIRED, TO TERMINALS OF EACH REQUIRED CONTROLLER (AS

LOCATED ON PLAN VIEW) FOR THE FOLLOWING: CAR LIGHT AND ALARM

CIRCUIT WITH GFCI PROTECTION PER NEC, GROUP CONTROL WHEN

REQUIRED. NOTE: IF STANDBY POWER IS SUPPLIED TO ELEVATOR, CAR

LIGHT AND ALARM CIRCUIT AND GROUP CONTROL SERVICE MUST BE

STANDBY POWER BACKED.

6. SMOKE SENSORS (AS REQUIRED).

7. CONDUIT AND WIRING FROM HOISTWAY TO ELEVATOR MONITORING PANELS

(FOR SECURITY, LIFE, SAFETY, OR FIRE REQUIREMENTS).

8. PIPE SLEEVES, TRENCHING, AND BACK FILLING FOR OIL AND/OR CONDUIT

LINES AS SHOWN OR LOCATED BY ELEVATOR CONTRACTOR.

1/2" = 1'-0"AS521

2 SECTION

BIDDING DOCUMENT REVISION 1 Nov. 2, 2015 BID SUBMISSION Dec. 3, 2015

DEDUCT ALTERNATE 15

REFER TO DEDUCT

ALTERNATES LIST ON

SHEET G103

PENTHOUSE

30' - 0"

COLD FORM STUD WALL,

SEE ARCH. SHTS.

CONT. L5x5x5/16

WWF

COMP. METAL DECK

W, SEE PLAN

W, SEE PLAN

HSS8x6x1/4 BTN. BEAMS

11"

8" 5"

6"

PENTHOUSE

30' - 0"

5"

METAL PANEL, SEE ARCH. SHTS.

METAL ROOF DECK

CONT. L3x3x1/4 W/ 1/2" DIA.

SLEEVE ANCHORS @ 24" O.C.

WWF

COMP. METAL DECK

W, SEE PLAN

STIFF. PL. 3/8" @ 24" O.C.

CONT. L5x3 (LLD)

4"

8"

6"

CONT. #5

@4@12" DWLS.

PENTHOUSE

30' - 0"

H

METAL ROOF DECK

CONT. L5x5x5/16

WWF

COMP. METAL DECK

W, SEE PLAN

HSS8x6x1/4 BTN. FLOOR BEAMS

& ROOF JOISTS

CONT. L3x3x1/4

ROOF JOIST, SEE PLAN

CONT. L3x3x1/4 W/ 1/2" DIA.

EXP. ANCHORS @ 24" O.C.

CONT. #5

#4@12" DWLS.

PENTHOUSE

30' - 0"

H

COLD FORMED STUD WALL, SEE ARCH. SHTS.

COL., SEE PLAN & SCHED.

CONT. L5x5x5/16

WWF

COMP. METAL DECK

W, SEE PLAN

STD. AISC CONN.

W, SEE PLAN

L6x4x1/2 (LLD)

LH-JOIST, SEE PLAN

METAL ROOF DECK

4"

HSS8x6x1/4 BTN. JOISTS

5/16

5/16 2t RET. TOP

H

6 1/2"

MTL. PANEL, SEE ARCH. SHTS.

CMU WALL

CMU REINF., SEE PLAN

METAL ROOF DECK

CONT. L3x3x1/4

W, SEE PLAN

JOIST, SEE PLAN

PENTHOUSE

30' - 0"

5"

5 1/2"

CMU WALL

CMU REINF., SEE PLAN

WWF

CONT. POURSTOP BY DECK SUPPLIER

CONT. BOND BEAM

CONT. L5x3 (LLD) W/ 3/4" DIA.

EXP. ANCHORS @ 16" O.C.

COMP. METAL

DECK

5/8 6

PENTHOUSE

30' - 0"

5"

6 3/8"

CMU WALL

CMU REINF., SEE PLAN

WWF

CONT. L5x5x5/16

W, SEE PLAN

COMP. METAL DECK

CONT. L5x3 1/2 (LLD)

3/4" DIA. EXP. ANCHORS @ 12" O.C.

IN GROUTED CELL

SO

LID

1'

- 4

" G

RO

UT

PENTHOUSE

30' - 0"

5"

CMU WALL

CMU REINF., SEE PLAN

WWF

CONT. L5x5x5/16

GROUT BEAM POCKET SOLID

AFTER BEAM IS INSTALLED

W, SEE PLAN

BRG. PLATE, SEE PLAN & SCHED.

CONT. BOND BEAM

GROUT 2 COURSES DEEP x

32" O.C. WIDE UNDER BEAM

BRG.

5/16

5/16

TYP.

PENTHOUSE

30' - 0"

G

VENEER, SEE ARCH. SHTS.

METAL ROOF DECK

W, SEE PLAN

JOIST, SEE PLAN

ELEVATOR SHAFT

OPENING

DUCT, SEE MECH. DWGS.

FOR SIZE AND LOCATION

W, SEE PLAN

5"

CMU WALL

CMU REINF., SEE PLAN

CONT. L5x5x5/16

WWF

COMP. METAL DECK

W, SEE PLAN

2' - 0 3/8"4"

2 1/2"

PENTHOUSE

30' - 0"

CMU WALL

CMU REINF., SEE PLAN

WWF

COMP. METAL DECK

W, SEE PLAN

5"

CONT. BOND BEAM

CMU WALL

CMU REINF., SEE PLAN

W, SEE PLAN

1' - 2 3/8"

4"

ELEVATOR SHAFT

OPENING

HOIST BEAM

CONT. L6x4x5/16 (LLD) W/

5/8" DIA. HILTI KWIK BOLT 3

@ 16" O.C.

1" C

LR

1" C

LR

CONT. L6x4x5/16 (LLD) W/ 5/8" DIA. HILTI KWIK BOLT 3

@ 16" O.C. INTO CMU & 1/2" DIA. HILTI ANCHORS @ 12" O.C.

INTO COMP. DECK LOW CELL.

PENTHOUSE

30' - 0"

5"

CMU REINF., SEE PLAN

CMU WALL

CONT. POURSTOP BY DECK SUPPLIER

WWF

COMP. METAL DECK

CONT. L5x3 (LLD) W/ 3/4" DIA.

EXP. ANCHORS @ 16" O.C. IN

GROUTED CELL

CONT. BOND BEAM

EXIST. ROOF FRAMING TO

BE REMOVED, SEE ARCH. DEMO

SHEETS.

EXT. PLYWOOD SHEATHING

OVERFRAMING, SEE PLAN

EXIST. ROOF STRUCTURE (V.I.F.)

2'

- 0

GR

OU

T S

OL

IDPENTHOUSE

30' - 0"

G

METAL PANEL, SEE ARCH. SHTS.

COLD FORMED STUD WALL,

SEE ARCH. SHTS.

METAL ROOF DECK

WWF

COMP. METAL DECK

W, SEE PLAN

W, SEE PLAN

JOIST, SEE PLAN

4"

CONT. L3x3x1/4 W/ 1/2" DIA.

EXP. ANCHORS @ 24" O.C.

CONT. #5

8" 5"

#4@12" DWLS.

HSS8x6x5/16 BTN. BEAMS

CONT. L3x3x1/4

BR

G.

D

EP

TH

8"

JO

IS

T

Project NumberSEAL:

Pl ot

D a te

Date

Location

ARCHITECT + ENGINEERS:CONSULTING ENGINEERS: Drawing Title:

Approved: Project Director

Project Title

Checked Drawn

Drawing Number

Dwg. of

Building Number

Date:Revisions:

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

Office of Construction and Facilities Management on e ei gh th in ch o ne fo ot on e qu a rte r i nc h on e fo ot th re e ei gh th s i nc h on e fo ot on e ha lf in ch o ne fo ot th re e qu a rte rs in ch o ne fo ot on e in ch o ne fo ot on e a nd o ne h a lf in ch es o ne fo ot th re e in ch es o ne fo ot

6"

6"

6"

6"

PRESCOTT, ARIZONA

Fi le

CONSULTING ARCHITECT:

201 W. CUS HING S TREET

TUCS ON, AZ 85 718

T: 520.882.4484 F: 520.882.5560

/4

/2

:0 8:

A

M E

:\J W

A D

A

TA

\P W

U R

D

IN

G E

R \D oc um en ts

\R

_V A

_P R

E S

C O

TT

_2

V

E _P

W U

R D

IN

G

E R

.rv t

ROOF FRAMING DETAILS

AND SECTIONS

SF204

13-127

AuthorChecker

Clinical Laboratory and Pharmacy Building NAVAHCS Prescott, AZ

2/27/2015

3/4" = 1'-0"SF204

3 SECTION

3/4" = 1'-0"SF204

4 SECTION

3/4" = 1'-0"SF204

5 SECTION

3/4" = 1'-0"SF204

6 SECTION

3/4" = 1'-0"SF204

7 SECTION

3/4" = 1'-0"SF204

8 SECTION

3/4" = 1'-0"SF204

9 SECTION

3/4" = 1'-0"SF204

10 SECTION

3/4" = 1'-0"SF204

11 SECTION

3/4" = 1'-0"SF204

12 SECTION

3/4" = 1'-0"SF204

13 SECTION 3/4" = 1'-0"SF204

14 SECTION

Bidding Document Revision 1 Nov. 2, 2015 Bid Submission Dec. 3, 2015

100% BID DOCUMENT

3' - 0"

3'

- 0

#4, #5 BAR = 24" MIN.

MIN. LAP

NORMAL WALL REINF.,

SEE WALL SECTIONS

#3 SUPPORT BARS AS REQ'D, TYP.

PROVIDE A CORNER BAR OR

DOWEL FOR EACH WALL BAR,

SIZE TO MATCH WALL REINF.

STANDARD ACI HOOK

2'

- 0

" L

AP

2' - 0" LAP

SEE WALL SECTIONS FOR REINF.

CONT. 2x4 KEYWAY

CENTERED IN WALL

STANDARD ACI HOOK

PROVIDE CONTINUOUS WATERSTOP

AT WALLS ENCLOSING BELOW GRADE

SPACES, TYP.

PROVIDE CONCRETE JOINTS @ 40'-0" O.C., MAX.

CONSTRUCTION JOINT (CJ)

CONT. 2x2 KEYWAY

CENTERED IN SLAB

STOP WWF AT JOINT

VAPOR BARRIER (VB)

COMPACTED GRANULAR FILL (CGF)

SAWCUT JOINT (SJ) OR

TOOLED JOINT (TJ)

SEE PLAN FOR JOINT TYPES & LOCATIONS

400 SQ. FT. SLAB AREA WITHIN JOINTS, MAX., U.N.

t

1/ t

NO

TE

A

-S B2

NO

TE

A

-S B2

1' - 4"

TY

P.

2' - 0" DIA.

PIER BELOW, AS APPLICABLE

JOINT ALL AROUND

COLUMN, SEE PLAN & SCHED.

JOINT ALL AROUND

PIER BELOW, AS APPLICABLE

ID

ID

TF

3 x TF

FOUNDATION WALL

WALL BARS, SEE WAL

SECTIONS

WALL FOOTING

DIAG. BARS TO MATCH

WALL BARS

2'- 0"

D

OW

NS

PO

UT

S

1'- 0"

, T

YP

. O R

COLUMN, SEE PLAN & SCHED.

ANCHOR RODS, SEE SCHED.

BASE PLATE, SEE SCHED.

SETTING PL. 1/4"

FOOTING, SEE PLAN

PROVIDE CONC. FILL

AFTER COL. IS

INSTALLED

3/4" +/- NON-SHRINK

GROUT

SEE PLAN

SEE PLAN

NOTE B-SB200

TF

TYP.

1' - 0"

CONT. 4-#5 BARS

VB

CGF

SEE PLAN

ADD'L WALL REING, EXTEND

2'-0" BEYOND OPENING

EDGES, SEE WALL SECTIONS

FOR REINFORCING

2x

TF

#4@12 DWLS. (24x24)

WWF

#4@12x3'-0" LONG

DWLS. CENTERED ON

JOINT

CL. WALL & JOINT

SLOPE 1/4" / FT.

3'- 6"

M

IN

1' - 0"

8"

SIDEWALK OR GRADE

SEE CIVIL SHTS.

CONT. #4, TYP.

#4@12 DWLS. (24x24)

WWF

CGF

CONT. 2x2 KEYWAY

CONT. 2-#5, TOP & BOTT.

SEE PLAN

TYP.

8"

"5"

EL. 0'-0"

CMU WALL, SEE ARCH. SHTS.

CMU REINF., SEE PLAN

PROVIDE MATCHING DWLS.

FROM FOUNDATION

CONT. #4, TYP.

#4@12 DWLS. (24x24)

#4@12

#4@12

CONT. 2x4 KEYWAY W/

CONT. WATERSTOP

(-)4'-0" B.F.F.

VERIFY W/ ELEV. MFR.

1'

- 0

WWF

VB

CGF

#5@12

#5@12

SUMP PIT, SEE 9/SB200

8" 1' - 0" SEE PLAN - COORDINATE W/ ELEVATOR MFR. 1' - 0" 8"

4"

#4@12 DWLS. (24x24)

NOTE A-SB200

NO

TE

B -S

B2

1'

- 0

NO

TE

1'

- 0

1' - 0" NOTE 1 1' - 0"

SEE PLAN

ELEV. PIT SLAB REINF.

SEE SECTION

CGF

CONT. PIT REINFORCING

THRU INTO SUMP PIT

NOTE 1:

COORDINATE EXACT PIT LOCATION

AND SIZE WITH ELEVATOR MFR.

DRAWINGS.

NO

TE

B -S

B2

EXIST. WALL NEW WALL

ROUGHEN FACE OF WALL &

FTG. TO 1/4" AMPLITUDE &

PROVIDE BONDING AGENT PRIOR

TO PLACEMENT OF NEW CONCRETE

#5 BARS x 3'-6" LONG, DRILL

IN 2'-0" INTO EXIST. WALL & SET

WITH EPOXY GROUT. PROVIDE 2

BARS @ 24" O.C., VERT. IN WALL,

3 BARS AT FOOTING

EXIST. WALL NEW WALL

ROUGHEN FACE OF WALL &

FTG. TO 1/4" AMPLITUDE &

PROVIDE BONDING AGENT PRIOR

TO PLACEMENT OF NEW CONCRETE

#5 BARS x 3'-6" LONG, DRILL

IN 2'-0" INTO EXIST. WALL & SET

WITH EPOXY GROUT. PROVIDE 2

BARS @ 24" O.C., VERT. IN WALL,

3 BARS AT FOOTING

IF WALL HEIGHT IS LESS THAN

4'-0", PROVIDE TOTAL 3 BARS AT

WALL & FOOTING

x T

F TF

4 x T

T

NON-LOAD BEARING MASONRY WALL,

SEE ARCH. SHTS. FOR SIZE & LOCATION

#5@24 DWLS. AT CANTILEVERED

WALLS

WWF

CONT. 2-#5 BARS

VB

CGF

SEE PLAN

LOWER LEVEL

0' - 0"5"

1'

- 0

1'

- 0

8" 8" 8"

CMU WALL

CMU REINF., SEE PLAN

PROVIDE MATCHING DWLS.

FROM FDN.

WWF

CONT. 2-#5, TOP

VB

CGF

CONT.2x KEYWAY

#5@12

CONT. 3-#5

NO

TE

B -S

B2

LOWER LEVEL

0' - 0"

UPPER LEVEL

14' - 0"

1'

- 2

(V .I.

F.)

1'

- 0

7" 10" 7"

4" 11 5/8" 1'-3".

CMU WALL

CMU REINF., SEE PLAN

PROVIDE MATCHING DWLS.

FROM FDN.

WWF

COMP. METAL DECK

CONT. PL. 1/2"x4" W/ 1/2" DIA. x 4" HEADED

STUDS @ 16" O.C.

EXIST. FDN. WALL (V.I.F.)

EXIST. CONC. SLAB (V.I.F.)

#5@12" O.C.

WWF

VB

CGF

#5@12" x 2'-8" DWLS., DRILL

& EPOXY GROUT W/ HILTI HVA

INTO EXIST. FTG. W/ 10" MIN. EMBED.

CONT. 4-#5

EXIST. WALL FTG.

(V.I.F.)

5"

NOTE B-SB200

PROVIDE MATCHING DWLS.

FROM FDN.

CONT. BOND BEAM, TYP.

CMU REINF., SEE PLAN

1'-6"

2' - 0" MIN.

LOWER LEVEL

0' - 0"

ED

EXIST. MASONRY WALL (V.I.F.)

CMU WALL

CMU REINF., SEE PLAN

PROVIDE MATCHING DWLS. FROM FDN.

CONT. L5x5x5/16

WWF

COMP. METAL DECK

W, SEE PLAN

BRG. PLATE, SEE PLAN & SCHED.

EXIST. FDN. WALL (V.I.F.)

1'

- 0

1'

- 0

2'-0".11 5/8"3"

(V.I.F.)

1'-0".(V.I.F.)

(V.I.F.)

WWF

VB

CGF

PROVIDE MATCHING DWLS. FROM FDN.

EXIST. FOOTING (V.I.F.)

5"

BOTT./ FTG.

EL. VARIES (V.I.F.)

CONT. 4-#5

#5@12" O.C.

#5@12" x 2'-8" LG., DRILL

INTO EXIST. & ANCHOR W/

HILTI HVA W/ 10" MIN. EMBED.

NOTE B-SB200

GROUT BEAM POCKET

SOLID AFTER INSTALLATION

GROUT 2 CELLS DEEP x

24" WIDE A BEAM BRG.

CMU REINF., SEE PLAN

GR

OU

T 1 2"

C

MU

S

OL

ID

LOWER LEVEL

0' - 0"

UPPER LEVEL

14' - 0"

COLUMN, SEE PLAN & SCHED.

ANCHOR RODS, SEE SCHED.

VERT. BRACE, SEE BRACE ELEVATIONS

WWF

COMP. METAL DECK

STD. AISC CONN.

BASE PLATE, SEE SCHED.

1/4" SETTING PLATE

3/4" +/- NON-SHRINK GROUT

CONC. PIER, SEE PLAN & SCHED.

CONT. #4, EXTEND

2'-0" PAST COLUMN

POCKET, EACH SIDE

PROVIDE MATCHING DWLS.

FROM FDN.

WWF

VB

CGF

FOOTING, SEE PLAN & SCHED.

3'

- 0

1' - 0"

GROUT COLUMN POCKET SOLID

5"

COLD FORMED STUD

WALL, SEE ARCH. SHTS.

VENEER, SEE ARCH.

SHT.

3'

- 6

" M

IN

NO

TE

B

-S B2

4"

LOWER LEVEL

0' - 0"

1'-6"

SEE 14/SB200 FOR

WALL CALLOUTS

#5@12" O.C. DWLS. FROM

WALL FOOTING

WALL FOOTING, SEE

PLAN & WALL SECTION

#5@12" O.C.

CONT. 4-#5

#5@12" O.C. DWLS.,

DRILL & EPOXY GROUT

INTO EXIST. FOOTING

W/ 8" MIN. EMBED.

Project NumberSEAL:

Pl ot

D a te

Date

Location

ARCHITECT + ENGINEERS:CONSULTING ENGINEERS: Drawing Title:

Approved: Project Director

Project Title

Checked Drawn

Drawing Number

Dwg. of

Building Number

Date:Revisions:

VA FORM 08-6231

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

Office of Construction and Facilities Management on e ei gh th in ch o ne fo ot on e qu a rte r i nc h on e fo ot th re e ei gh th s i nc h on e fo ot on e ha lf in ch o ne fo ot th re e qu a rte rs in ch o ne fo ot on e in ch o ne fo ot on e a nd o ne h a lf in ch es o ne fo ot th re e in ch es o ne fo ot

6"

6"

6"

6"

PRESCOTT, ARIZONA

Fi le

CONSULTING ARCHITECT:

201 W. CUS HING S TREET

TUCS ON, AZ 85 718

T: 520.882.4484 F: 520.882.5560

/4

/2

:0 8:

A

M E

:\J W

A D

A

TA

\P W

U R

D

IN

G E

R \D oc um en ts

\R

_V A

_P R

E S

C O

TT

_2

V

E _P

W U

R D

IN

G

E R

.rv t

FOUNDATION DETAILS

AND SECTIONS

SB200

13-127

AuthorChecker

Clinical Laboratory and Pharmacy Building NAVAHCS Prescott, AZ

2/27/2015

1/2" = 1'-0"SB200

1 TYP. WALL CORNER

1/2" = 1'-0"SB200

2 TYP. WALL JOINTS

1/2" = 1'-0"SB200

3 TYP. SLAB JOINTS

1/2" = 1'-0"SB200

4 TYP. ISOLATION JOINTS

1/2" = 1'-0"SB200

5 STEPPED FOOITNG

1/2" = 1'-0"SB200

6 INTERIOR COLUMN SECTION

1/2" = 1'-0"SB200

7 TYP. STOOP / DOOR DEPRESSION

1/2" = 1'-0"SB200

8 ELEVATOR SECTION

1/2" = 1'-0"SB200

9 SUMP PIT SECTION

1/2" = 1'-0"SB200

10 TIE TO EXISTING

1/2" = 1'-0"SB200

11 TIE TO EXISTING

1/2" = 1'-0"SB200

12 THICKENED SLAB

1/2" = 1'-0"SB200

13 SECTION

1/2" = 1'-0"SB200

14 SECTION

1/2" = 1'-0"SB200

15 SECTION

1/2" = 1'-0"SB200

16 SECTION

SHEET SB200 KEYNOTES:

A-SB200: OVEREXCAVATE BELOW ALL SLAB ON GRADE A MINIMUM

3'-0" AND PLACE COMPACTED NON-EXPANSIVE GRANULAR

FILL PER GEOTECHNICAL REPORT.

B-SB200: OVEREXCAVATE BELOW ALL FOOTINGS A MINIMUM 3'-0"

AND PLACE LEAN CONCRETE PER GEOTECHNICAL REPORT.

1/2" = 1'-0"SB200

17 SECTION

Bidding Document Revision 1 Nov. 2, 2015 Bid Submission Dec. 3, 2015

100% BID DOCUMENT