Amendment 0005 Attachment 3 RFI Questions 20-104-107 B162 Elevator Drawings.pdf

A A

4 3 2 1

B B

C C

D D

E E

A.7 A.7

B.3

(E)15(E)14(E)13(E)12.6(E)12(E)11(E)10

(E)C.8 (E)C.8

(E)D.6

(E)E.1 (E)E.1

4.5 3.5

UP

11' - 0" 13' - 0" 12' - 8" 12' - 8" 25' - 4" 24' - 0"

98' - 8"

/8

/8

T.O.(E)F.

REF. 94'-6"

(F.V.D.)

T.O.(E)F.

REF. 94'-6"

(F.V.D.)

T.O.(E)F.

REF. 94'-6"

(F.V.D.)T.O.(E)F.

REF. 91'-6"

(F.V.D.)

T.O.(E)F.

REF. 90'-6"

(F.V.D.)

REF. F.F.E. = 92'-0"

F3 (86'-4")

F3 (90'-4")

F3 90'-4")

F2 (90'-4")

F3 (91'-4")

F1 (90'-4")

F3 (90'-4")

F4 (86'-4")

F1 (91'-4")

F3 (91'-4")

F3 (91'-4")

F3 (91'-4")

W F

W F

W F

WF1 (91'-4")

W F

WF1

D.3

0.4

148-S305

148-S305

148-S306

148-S306

148-S302

148-S302

148-S302

148-S302

148-S305

1' - 6"

EXISTING CONSTRUCTION

0.2 0.3

8 TYP.

148-S302

148-S306

148-S701

148-S302

3-A

148-S305

S

148-S302

REF. F.F.E.=

91'-0"

148-S302

148-S603

F4 (91'-4")

/8

DS1

20'-0" 93'-8"

DS1

20'-0" 93'-8"

DS1

20'-0" 93'-8"

REFER TO

SHEET 148-S132

FOR BRIDGE

FOUNDATIONS

S

F5 (98'-0")

CONC. TUNNEL,

REF. ARCH AND

MECH. DWGS.

DS1

20'-0" 93'-8"

DS1

20'-0" 93'-8"

DS1

20'-0" 93'-8"

148-S401

148-S307

148-S307

41' - 1 1/4"

0.1

C.8

F5

F5

/8

/8

27' - 9 1/8" 2' - 4"

5 2

WF1

W F

148-S307

/8

5' - 4"

WF2

(90'-4")

WF2

(90'-4")

148-S302

148-S30212

148-S302

148-S302

148-S302

DEDUCTIVE ALT.

REF. F.F.E.=

92'-0"

S

TYP

93'-0"

148-S306

D.6

148-S702

148-S702

148-S702

148-S702

148-S702

148-S702

148-S702

148-S702

148-S302

148-S308

148-S308

148-S308

F4 (90'-4")

F4 (90'-4")

F5 (96'-0")

F3 (95'-4")

F6 (96'-0")

F6 (96'-0")

S

S

18' - 11 1/4"

- 8

1-A

148-S302

1-A

148-S302

WF1 (86'-4")

1 2" THICK CONCRETE UNREINFORCED WASTE SLAB.

2 INDICATES SLAB CONTROL JOINTS (CJ OR CTJ) REFER TO DETAIL 8/148-S301.

3 2#4x4'--0" AT 3" C/C AT MID-DEPTH OF SLAB, TYP. AT ALL RE-ENTRENT CORNERS

AND DISCONTINUOUS SLAB JOINTS.

4 LEGEND:

'F1' INDICATES FOOTING PER SCHEDULE 4/148-S301.

(98'-4") INDICATES TOP OF FOOTING ELEVATION.

5 INDICATES STEPPED FOOTING AS REQUIRED TO MAINTAIN MIN. FTG.

DEPTH BELOW FINISH GRADE, REFER TO DETAIL 3/S148-S301.

6 SUMP PUMP PIT PER DETAIL 7/148-S302.

7 STEEL STAIRS

8 BUILDING COLUMNS, REFER TO SCHEDULES ON 148-S303 AND 148-S304.

9 INDICATES 5" CONCRETE SLAB ON GRADE WITH #4 AT 16" O.C., EACH WAY.

SEE 7/148-S301.

10 'DS1' INDICATES DRILLED SHAFT PER 2/148-S304.

20'-0" INDICATES LENGTH OF DRILLED SHAFT SEE 2/148-S304.

INDICATES TOP OF DRILLED SHAFT ELEVATION.

11 CONTRACTOR SHALL PROVIDE WALL BRACING AT BASEMENT WALLS WHEN

BACKFILLING OCCURS PRIOR TO HAVING PLACED BASEMENT SLAB ON GRADE

AND ATTACHING FLOORS ABOVE. SLABS SHALL HAVE ATTAINED THEIR DESIGN

STRENGTH.

12 GUIDE RAIL SUPPORTS 2 HSS 6x6x3/8 EACH SIDE OF ELEVATOR SHAFT, SEE 6/148-S504.

KEY NOTES:

S

(E) = EXISTING, (N) = NEW

DS1

20'-0" 93'-8"

G R

IF

F

ISM

A

R T

IN

WHITE

PHOENIX, ARIZONA 85032

3240 EAST UNION HILLS DR., SUITE 145

(480) 382-7370

CONSULTING STRUCTURAL ENGINEERS, INC.

MARTIN, WHITE GRIFFIS

2939 E. Broadway Blvd. Tucson, AZ. 85716 T 520.881.4546 F 520.795.1822 GLHN.comRevision:

ARCHITECTS & ENGINEERS, INC

2222 3333 4444 5555 6666 7777 8888 9999

Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title:

Approved: Project Director

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Dwg. of

FFFF

EEEE

DDDD

CCCC

BBBB

AAAA

1111 2222 3333 4444 5555 6666 7777 8888 9999

FFFF

EEEE

DDDD

CCCC

BBBB

AAAA

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

FULLY SPRINKLED

NAVAHCS Prescott, AZ

Office of

Construction and Facilities

Management

GLHN Project # 0855.08 29

649-409

WSLTCG5 Oct, 2016

148-S101

CONSTRUCTION DOCUMENTS

EXPANDED REHAB

MEDICINE AND SPS

BASEMENT / FOUNDATION PLAN

SCALE: 1/8" = 1'-0"1

BASEMENT / FOUNDATION PLAN

NOTE:

PRIOR TO FABRICATION OR CONSTRUCTION,

GENERAL CONTRACTOR SHALL FIELD VERIFY

ALL EXISTING CONDITIONS IN AREA OF NEW

WORK.

4 3 2 1

B B

C C

D D

E E

A.7 A.7

B.3

REF. F.F.E. = 100'-0"

ACT. F.F.E. = 5304.00

(E)15(E)14(E)13(E)12.6(E)12(E)11(E)10

(E)C.8 (E)C.8

(E)D.6

(E)E.1 (E)E.1

4.5 3.5

EXISTING BUILDING

OPEN1

W X

W X

W X

W X

W X

W X

W18X35 W21X50 W21X55

W X

W X

W X

W21X44 W21X44 W21X50 W18X40

W18X40 W21X44 W21X44

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W14X22

W X

W X

[4]

[1

[1

[1

[1

[1

[3

[3

[1

[1

[1

[1

[1

[1

[1

[2

[2

[2

[2

[1

[1

[1

[1

[1

[2

[8

[8

[8

[8

[3] [3]

[17][3] [3] [6]

[8]

[8] [8] [8] [10] [7][7]

[8] [8] [8] [8] [10] [16]

[12] [17][11]

[8

D.3

0.4

148-S307 2

148-S307

CTJ

C T

J

C T

JC

T

J

148-S307

148-S306

148-S306

148-S306

148-S306

148-S306

148-S306

W X

148-S306

148-S306

148-S701

148-S305

148-S305

W12X14

[8]

TYP.

TYP.

CTJ

REFER TO

SHEET 148-S132

FOR BRIDGE

FOUNDATIONS

CTJ

W X

[1

[8][8][8]

EXTERIOR WALLS

600S162-54 STUDS

AT 16" O.C., TYP.

(NOT SHOWN)

0.2 0.3

148-S504

148-S305

GRATE

148-S306

148-S306

148-S306

148-S306

148-S401

148-S702

148-S702

148-S702

148-S111

DEDUCTIVE

ALTERNATE

148-S307

148-S401

148-S401

W X

[1

2#5

[8] [15]

W X

[2

[16]

148-S603

HSS6x6x1/4

0.1

C.8

2' - 4"

148-S305

148-S305

EXP. JOINT BETWEEN

WALL AND BLDG. FINISH

EQ EQ EQ

148-S306

148-S306

148-S702

UP

DN

148-S307

D.6

148-S307

[1

[5][5]

[6

[8

W X

W X

W X

W X

W X

[8 ][8

[8

[8

[8

148-S307

148-S307

HSS6x6x1/4HSS6x6x1/4

[6] [6][6]

W18X35W18X35

[6] [6][6]

HSS6x6x1/4

1 3 1/4" LT.-WT.CONCRETE TOPPING OVER 2"x18GA. COMPOSITE STEEL DECK

(5 1/4" TOTAL THICKNESS). REINFORCE TOPPING WITH #4 AT 16" O.C. EACH WAY,

REF. DETAIL 1/148-S503.

2 INDICATES DRAG CONNECTION PER 3/148-S502.

3 STEEL STAIRS.

4 [XX] INDICATES NUMBER OF HEADED WELDED CONCRETE SHEAR STUDS.

IF NOT NOTED, PROVIDE SHEAR STUDS AT 24" O.C. MAX. AT FRAMES.

5 NOT USED.

6 AT MISCELLANEOUS OPENINGS IN DECK REFER TO DTLS. 1/148-S504 AND 2/148/S504,

REFER TO ARCH., MECH., AND ELECT. DRAWINGS FOR ALL OPENINGS AND SIZES.

7 EQUALLY SPACE BEAMS IN BAY, (BETWEEN COLUMNS) TYP. U.N.O.

8 BUILDING COLUMNS, REFER TO SCHEDULES ON 148-S303 AND 148-S304.

9 TYP. BEAM CONNECTION, REFER TO DETAIL 1/148-S501, U.N.O.

10 2#5 INDICATES NUMBER AND SIZE OF SLAB CHORD BARS, LOCATE BARS AT

MID-DEPTH OF SLAB. SPACE BARS AT 3" O.C.. SPLICE BARS PER SCHED. 14/148-301

STAGGER LAPS FROM ADJACENT BARS 8'-0" MIN., EXTEND CHORD BARS TO COL.

GRID SHOWN, OF EDGE OF SLAB, U.N.O.

11 NOT USED.

12 GUIDE RAIL SUPPORTS 2 HSS 6x6x3/8 EACH SIDE OF ELEVATOR SHAFT, SEE 6/148-S504.

13 NOT USED.

14 DOCK SLAB: 6" THICK CONCRETE SLAB-ON-GRADE. REINF. W/ #4 AT12" O.C. EW.

15 MECHANICAL EQUIPMENT ON CONC. PAD PER DETAIL 10/148-S302.

16 INDICATES SLAB CONTROL JOINTS (CJ OR CTJ) REFER TO DETAIL 8/148-S301.

17 NOT USED.

18 5" THICK CONCRETE SLAB ON GRADE WITH #4 AT 16" O.C. EACH WAY.

19 PROVIDE DECK SUPPORT PER 3/148-S504, TYP.

KEY NOTES: (E) = EXISTING, (N) = NEW

D

D.3

0.4

0.1

C.8

NO STEEL COLUMNS

AT DEDUCTIVE ALT.

G R

IF

F

ISM

A

R T

IN

WHITE

PHOENIX, ARIZONA 85032

3240 EAST UNION HILLS DR., SUITE 145

(480) 382-7370

CONSULTING STRUCTURAL ENGINEERS, INC.

MARTIN, WHITE GRIFFIS

2939 E. Broadway Blvd. Tucson, AZ. 85716 T 520.881.4546 F 520.795.1822 GLHN.comRevision:

ARCHITECTS & ENGINEERS, INC

2222 3333 4444 5555 6666 7777 8888 9999

Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title:

Approved: Project Director

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Dwg. of

FFFF

EEEE

DDDD

CCCC

BBBB

AAAA

1111 2222 3333 4444 5555 6666 7777 8888 9999

FFFF

EEEE

DDDD

CCCC

BBBB

AAAA

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

FULLY SPRINKLED

NAVAHCS Prescott, AZ

Office of

Construction and Facilities

Management

GLHN Project # 0855.08 29

649-409

WSLTCG5 Oct, 2016

148-S111

CONSTRUCTION DOCUMENTS

EXPANDED REHAB

MEDICINE AND SPS

FIRST FLOOR - FRAMING PLAN

SCALE: 1/8" = 1'-0"1

FIRST FLOOR - FRAMING PLAN

NOTE:

PRIOR TO FABRICATION OR CONSTRUCTION,

GENERAL CONTRACTOR SHALL FIELD VERIFY

ALL EXISTING CONDITIONS IN AREA OF NEW

WORK.

SCALE: 1/8" = 1'-0"3

FIRST LEVEL LOADING DOCK - DEDUCT. ALT.

4 3 2 1

B B

C C

D D

E E

A.7 A.7

B.3

REF. F.F.E.=

115'-0"

BUILDING JOINT

(E)15(E)14(E)13(E)12.6(E)12(E)11(E)10

(E)C.8 (E)C.8

(E)D.6

(E)E.1 (E)E.1

(E)W24X62

(E)W24X62

(E)W21X62

(E )W

X

(E )W

X

(E)W16X36

(E)W16X36

(E)W18X46

(E)W18X46

(E)W16X26(E)W16X26(E)W24X68

(E)W24X84

(E )W

X

(E )W

X

(E)W12X14

(E)W12X14(E)W18X35

(E )W

X

(E )W

X

(E)W18X35 (E)W18X46

(E )W

X

(E)W8X10

(E)W8X10

(E)W16X26

(E)W16X26

(E)W16X26

(E)W8X10

(E)W8X10

(E)W8X10

4.5 3.5

148-S505

148-S505

148-S505

148-S505

(FRAME)

(FRAME) (FRAME)

(F R

A M

E

(F R

A M

E

OPEN

W18X35 W27X94 W27X94 W X

W X

W21X44 W21X44 W18X40

W X

W X

W18X40

W X

W X

W27X94 W18X40

W X

W X

W X

W21X44W27X94

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W27X94

W X

W X

W21X44

W X

W18X40

W X

W X

W X

W X

W X

W X

W14X22

W X

(E )W

X

[20]

[2

[2

[4

W X

W X

W X

W X

[2

[2

[3

[3

[1

[2

[2

[1

[1

[2

[3

[3

[3

[3

[3

[3

[2

[2

[2

[2

[3

[3

[3

[3

[3

[3

[2

[9] [9][10]

[1

[8] [8] [8]

D.3

0.4

W27X94

TYP.

TYP.

TYP.

148-S505

148-S505

148-S505

[13] [14] [13] [10] [3] [10] [10] [4] [10] [8] [4] [8]

[14][14][14]

REFER TO

SHEET 148-S132

FOR BRIDGE

LAYOUT

W18X40

W18X40 W X

W X

[9] [10] [9]

EXTERIOR WALLS

600S162-54 STUDS

AT 16" O.C., TYP.

0.2 0.3

EXISTING BUILDING

148-S504

148-S701

148-S505

148-S702

148-S702

148-S702

148-S505

148-S505

148-S505

148-S121

DEDUCTIVE

ALTERNATE

W14X22

W14X22

W21X44

W16X31

[1

2#5

[15] [15]

[1

[1

" [15]

2#5

[15]

W16X31W16X31

[15]

H S

S X

X

/4

HSS6X6X1/4

0.1

C.8 C.8

EQ EQ EQ

148-S506

148-S121

W X

W X

W X

W X

W X

W X

W X

W16X26

W18X35

[6][6] [6] [6] W18X35 [25]

148-S702

DN

UP

D.6

13 13

W14X22 W14X22

[8

[8

[8

[8

[8

[8

[8

[8

[8

[6

[8]

[8

148-S505

[6] [6]

W14X22

W14X22

PARAPET WALL STUDS

6002162-43 AT 16" O.C.

W X

[8

148-S505

A L

IG

N

W14X26

1 3 1/4" LT.-WT. CONCRETE TOPPING OVER 2"x18GA. COMPOSITE STEEL DECK

(5 1/4" TOTAL THICKNESS). REINFORCE TOPPING WITH #4 AT 16" O.C. EACH WAY,

REF. DETAIL 1/148-S503.

2 INDICATES BEAM TO COLUMN MOMENT CONNECTION.

INDICATES BEAM TO BEAM MOMENT CONNECTION.

INDICATES DRAG CONNECTION.

3 STEEL STAIRS.

4 [XX] INDICATES NUMBER OF HEADED WELDED CONCRETE SHEAR STUDS.

IF NOT NOTED, PROVIDE SHEAR STUDS AT 24" O.C. MAX., U.N.O.

5 NOT USED.

6 AT MISCELLANEOUS OPENINGS IN DECK REFER TO DTLS. 1/148-S504 AND 2/148-S504,

REFER TO ARCH., MECH., AND ELECT. DRAWINGS FOR ALL OPENINGS AND SIZES.

7 EQUALLY SPACE BEAMS IN BAY, (BETWEEN COLUMNS) TYP. U.N.O.

8 BUILDING COLUMNS, REFER TO SCHEDULES ON 148-S303 AND 148-S304.

9 TYP. BEAM CONNECTION, REFER TO DETAIL 1/148-S501, U.N.O. CONNECT TO MOMENT

FRAME BEAMS PER 2/148-S501.

10 2#5 INDICATES NUMBER AND SIZE OF SLAB CHORD BARS, LOCATE BARS AT

MID-DEPTH OF SLAB. SPACE BARS AT 3" O.C.. SPLICE BARS PER SCHED. 14/148-S301

STAGGER LAPS FROM ADJACENT BARS 8'-0" MIN., EXTEND CHORD BARS TO COL.

GRID SHOWN, OF EDGE OF SLAB, U.N.O.

11 ELEVATOR LIFE LINE BEAMS BY ELEVATOR MFR., CONNECTION

BY ELEVATOR MFR. WITH MAX. REACTION OF 5000 LBS. - COORD. WITH FINAL

APPROVED ELEVATOR SHOP DRAWINGS.

12 GUIDE RAIL SUPPORTS 2 HSS 6x6x3/8 EACH SIDE OF ELEVATOR SHAFT, SEE 6/148-S504.

13 INDICATES TIE OFF PER DETAIL

14 NOT USED.

15 3"x18GA. STEEL DECK, REF. DETAIL

KEY NOTES:

1/ 148-S502

1/ 148-S506

D

D.3

0.4

NO ROOF/FRAMING

AT DEDUCTIVE ALT.

0.1

C.8

A

3 2

A.7

3.5

148-S505

H S

S X

X

/4

HSS8X6X1/4

W X

W14X22

W X

W14X22

148-S505

SIM

W10X12

W10X12

148-S505

148-S505

148-S505

B.O.D.=111'-7 1/4"

PARAPET WALL STUDS

600S162-43 AT 16" O.C.

G R

IF

F

ISM

A

R T

IN

WHITE

PHOENIX, ARIZONA 85032

3240 EAST UNION HILLS DR., SUITE 145

(480) 382-7370

CONSULTING STRUCTURAL ENGINEERS, INC.

MARTIN, WHITE GRIFFIS

2939 E. Broadway Blvd. Tucson, AZ. 85716 T 520.881.4546 F 520.795.1822 GLHN.comRevision:

ARCHITECTS & ENGINEERS, INC

2222 3333 4444 5555 6666 7777 8888 9999

Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title:

Approved: Project Director

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Dwg. of

FFFF

EEEE

DDDD

CCCC

BBBB

AAAA

1111 2222 3333 4444 5555 6666 7777 8888 9999

FFFF

EEEE

DDDD

CCCC

BBBB

AAAA

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

FULLY SPRINKLED

NAVAHCS Prescott, AZ

Office of

Construction and Facilities

Management

GLHN Project # 0855.08 29

649-409

WSLTCG5 Oct, 2016

148-S121

CONSTRUCTION DOCUMENTS

EXPANDED REHAB

MEDICINE AND SPS

SECOND FLOOR - FRAMING PLAN

SCALE: 1/8" = 1'-0"1

SECOND FLOOR - FRAMING PLAN

NOTE:

PRIOR TO FABRICATION OR CONSTRUCTION,

GENERAL CONTRACTOR SHALL FIELD VERIFY

ALL EXISTING CONDITIONS IN AREA OF NEW

WORK.

SCALE: 1/8" = 1'-0"2

ROOF FRMG. LOADING DOCK - DEDUCT. ALT.

SCALE: 1/8" = 1'-0"3

CANOPY ROOF FRAMING PLAN

4 3 2 1

B B

C C

D D

E E

A.7 A.7

B.3

BUILDING JOINT

(E)15(E)14(E)13(E)12.6(E)12(E)11(E)10

(E)C.8 (E)C.8

(E)D.6

(E)E.1(E)W18X35

(E )W

X

(E )W

X

(E)W18X35 (E)W12X14

(E)W18X35 (E)W16X26 (E)W16X26

4.5 3.5

DN.

148-S506

148-S506

148-S506

148-S506

W16X26 W16X26 W27X94

W X

W X

W X

W X

W X

W18X40

W X

W X

W X

W18X35 W18X35 W18X35

W18X35W27X94

W X

W X

W24X55 W18X40

W X

W X

W18X35

W X

W X

W X

W X

W X

W X

W X

W X

(E )W

X

(E )W

X

(E )W

X

(E )W

X

(E )W

X

(E )W

X

(E )W

X

4(E)W

12X14

(E)W12X14

(E)W12X14

(E)W12X14

(E)W12X14

(E )W

X

(E )W

X

(E )W

X

(E )W

X14

(E)W12X14

(E)W12X14

(E)W12X14(E )W

X

(E )W

X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

W X

TYP.

TYP.

148-S506

REFER TO

SHEET 148-S132

FOR BRIDGE

LAYOUT

B L D

G

J O

IN

T

HSS6x6x5/16

POST

EXTERIOR WALLS

600S162-54 STUDS

AT 16" O.C., TYP.

0.2 0.3

148-S701

CRIPPLE WALLS

OVER BEAMS

R

ID

G

EVALLEY

R

ID

G E

(E )W

X

(E )W

X

REF. B.O.D.=

130'-0"

148-S501

148-S702

148-S702

148-S702

148-S602

W14X22

W X

W24X55

H S

S X

X

/4

HSS6X6X1/4

HSS6X6X1/4

0.1

C.8 C.8

EQ EQ EQ

UP

148-S506

148-S506

W18X35

W X

W X

W X

W X

W X

W18X40 W21X50

W X

W X

W X

W X

W X

W X

W16X31 W21X44

148-S702

D.6

W14X22

W14X22

C X

.3

C X

.3

W X

W x

S T

U B

NEW OPENING BELOW IN

(E) DECK, REF. ARCH. DWGS.

AND DETAIL 9/ 148-S506

W X

A L

IG

N

A L

IG

N

A

B

A.7

3.5

HSS4x4x1/4

TYP., U.N.O.

148-S702

148-S702

148-S702

148-S702

HSS12X6X5/16

HSS12X6X5/16

H S

S X

X

/1

H S

S X

X

/1

1 3"x18GA. STEEL DECK, REF. DETAIL 1/148-S506.

2 INDICATES BEAM TO COLUMN MOMENT CONNECTION PER 2/148-S501.

INDICATES BEAM TO BEAM MOMENT CONNECTION.

INDICATES DRAG CONNECTION.

3 NOT USED.

4 AT MISCELLANEOUS OPENINGS IN DECK REFER TO DTLS. 3/148-S506 AND 4/148-S506,

REFER TO ARCH., MECH., AND ELECT. DRAWINGS FOR ALL OPENINGS AND SIZES.

5 EQUALLY SPACE BEAMS IN BAY, (BETWEEN COLUMNS) TYP. U.N.O.

6 BUILDING COLUMNS, REFER TO SCHEDULES ON 148-S303 AND 148-S304.

7 TYP. BEAM CONNECTION, REFER TO DETAIL 1/148-S501, U.N.O. CONNECT TO MOMENT

FRAME BEAMS PER 2/148-501.

8 ELEVATOR HOIST BEAMS AND LIFE LINE BEAMS BY ELEVATOR MFR., CONNECTION

BY ELEVATOR MFR. WITH MAX. REACTION OF 5000 LBS. - COORD. WITH FINAL

APPROVED ELEVATOR SHOP DRAWINGS.

9 MECHANICAL EQUIPMENT SUSPENDED BELOW, COORD. WITH MECH. EQUIPMENT

DRAWINGS FOR LOCATIO OF SUPPORTS AND DETAILS OF EQUIPMENT HANGERS,

MAX. WEIGHT INDICATED.

KEY NOTES:

G R

IF

F

ISM

A

R T

IN

WHITE

PHOENIX, ARIZONA 85032

3240 EAST UNION HILLS DR., SUITE 145

(480) 382-7370

CONSULTING STRUCTURAL ENGINEERS, INC.

MARTIN, WHITE GRIFFIS

2939 E. Broadway Blvd. Tucson, AZ. 85716 T 520.881.4546 F 520.795.1822 GLHN.comRevision:

ARCHITECTS & ENGINEERS, INC

2222 3333 4444 5555 6666 7777 8888 9999

Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title:

Approved: Project Director

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Dwg. of

FFFF

EEEE

DDDD

CCCC

BBBB

AAAA

1111 2222 3333 4444 5555 6666 7777 8888 9999

FFFF

EEEE

DDDD

CCCC

BBBB

AAAA

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

FULLY SPRINKLED

NAVAHCS Prescott, AZ

Office of

Construction and Facilities

Management

GLHN Project # 0855.08 29

649-409

WSLTCG5 Oct, 2016

148-S131

CONSTRUCTION DOCUMENTS

EXPANDED REHAB

MEDICINE AND SPS

ROOF - FRAMING PLAN

SCALE: 1/8" = 1'-0"1

ROOF - FRAMING PLAN

SCALE: 1/8" = 1'-0"2

HIGH ROOF LEVEL

NOTE:

PRIOR TO FABRICATION OR CONSTRUCTION,

GENERAL CONTRACTOR SHALL FIELD VERIFY

ALL EXISTING CONDITIONS IN AREA OF NEW

WORK.

#6 DWLS. AT 12", LAP

LENGTH PER 14/148-S301

FTG. PER

SCHEDULE

#5 DWLS. AT 12",

LAP PER 14/148-S301

NOTE:

CONTRACTOR SHALL PROVIDE WALL

BRACING AT BASEMENT WALLS WHEN

BACKFILLING OCCURS PRIOR TO

HAVING PLACED BASEMENT SLAB ON

GRADE OAND ATTACHING FLOORS

ABOVE. SLABS SHALL HAVE ATTAINED

THEIR DESIGN STRENGTH.

#4 HORIZ. CONT. AT

16" O.C. EACH FACE

#6 AT 12" INSIDE FACE.

AT #6 AT 6" O.C. INSIDE FACE

30# FELT CONT.

#5 AT 12"

OUTSIDE FACE

STD. 90°

HOOKS

U.N.O.

10"

3"

'T

'W'

CLR.

1 1/2"

CLR.

2"

3" CLR.,

TYP.

FINISH GRADE PER PLAN

CLR.

3 1/8"

3"x1"xCONT. KEY

3" CLR.,

TYP.

"10"

#4 AT 12" O.C.

EACH WAY

STD. 90° HOOK,

SKEW AS REQ'D.

TOP OF WALL

PER 14

148-S302

12" LONG KEY

AT 24"

CONSTRUCTION JOINT

AT 60'-0" O.C., MAX.

CLEAN SURFACE

PRIOR TO PLACING

CONCRETE

NOTES:

1. PROVIDE CONTRACTION JOINT AT 20'-0" O.C. MAX.

1. PROVIDE CONSTRUCTION JOINT AT 60'-0" O.C. MAX.

2. LOCATION AND DETAIL OF JOINTS SHALL BE APPROVED BY

ARCHITECT PRIOR TO CONSTRUCTING FORMS OR PLACING

CONCRETE.

3. PROVIDE JOINTS AS SHOWN, TYPICAL IN ALL CONCRETE WALLS

HORIZ. WALL

REINF. TYP.

CONT. THRU

JOINT

CONTRACTION JOINT

AT 20'-0" O.C., MAX.

1"W.x1 1/2" D. JOINT

W/ URETHANE SEALANT

EACH FACE

FIRST PLACEMENT

3" 3"

3 EQUAL

SPACES

VERT. WALL REINF.

TYP., U.N.O.

1 1/2"

TYPICAL WALL

REINF.

ALTERNATE SPLICES

MIN SPACING FOR2'-0"

HORIZ REINF.

TYP. LAP SEE

SCHEDULE

(24" MIN.)

PLAN-JAMB OR END OF WALL

LINTEL AND TOP OF WALL

NOTE (2)

NOTE:

(1) EXTEND JAMB BARS FLOOR TO FLOOR

(2) PROVIDE JAMB BARS AT 4" C/C TO REPLACE

VERT. BARS CUT BY OPENING; BUT NOT LESS THAN

2#5 MIN. EACH JAMB AT SINGLE LAYER & 4#6 MIN.

EACH JAMB AT DOUBLE LAYER REINF.

90° HKS.,

ALT.

4#6 MIN.

NOTE (2)

HORIZ. LAP

SPLICE

2#5 MIN.

NOTE (2)

TYPICAL WALL

REINF.

DOUBLE LAYERSINGLE LAYER

DOUBLE LAYERSINGLE LAYER

HORIZ. LAP

SPLICE

U BARS TO

MATCH VERT.

WALL REINF.

LINTEL REINF.

TYP. WALL

REINF.

STD. HOOK

TOP OF WALL

2#4x4'-0" DIAG.

EACH CORNER

WHERE EXTENSION IS NOT POSSIBLE

EXTEND BARS AS FAR AS POSSIBLE

AND HOOK, TYP.

FLOOR LINE

NOTE: SEE DETAILS

FOR TYP. WALL

REINFORCING

STANDARD HK.

WHERE MIN.

EMBED. NOT

POSSIBLE

LINTEL REINFORCING (U.N.O.):

2#6 FOR OPENING LESS THAN 5'-0"

2#7 FOR OPENINGS 5'-1" TO 7'-0"

LAP SPLICE PER

LAP

SPLICE

PER

2'-0" MIN.

TYPICAL

MATCH THE

LARGER VERT.

WALL BAR

U BARS TO

MATCH HORIZ.

WALL REINF.

148-S301

148-S301

FOOTING PER PLAN

AND SCHEDULE

BASE PL. AND ANCH. RODS

PER COLUMN SCHEDULE

COLUMN PER PLAN

L COL. AND FTG.C

STD. 90° HOOK, TYP.

SKEW AS REQUIRED

'W'

3"

'T

STEEL COMPOSITE

DECK PER PLAN,

(SEE PLAN FOR DIRECTION)

CLR.

1 1/2"

3" CLR.,

TYP.

2'-8" CONC. PILASTER WITH

4#5 VERTS. AND 2#3 TIES

3/4" CHAMFER

FINISH GRADE

PER PLAN

NOTE:

COORD. JOINT LOCATIONS W/ ARCH. DWGS. FINAL EXPOSED

STEM WALL JOINT LOCATIONS SHALL BE APPROVED BY THE ARCH.

3" 3"

CONSTRUCTION JT.

A

(SPA. AT 60'-0" MAX.)

CONTRACTION JT.

B

(SPA. AT 15'-0" MAX.)

CONT. REINF.

THRU

2x4 CONT. KEY

1/2" CAULK JOINT

EACH FACE

CONT. REINF.

THRU

1/2" CAULK JOINT

EACH FACE

REVEAL PER

ARCH. DWGS.

AT EXPOSED

FACES

1/2" CAULK JT.

TERMINATE PIT SLAB/

FOOTING REINFORCING

2" CLR. OR SUMP FACE

ELEVATOR PIT SLAB

B.O. PIT FTG.

#4 AT 12"

EACH WAY

2' - 0"

PIT

1' - 6" SQ.

THREE SIDES

1' - 0"

FULL PEN.

PL. 1"x2"x1'-0"

PLATE 1"x12"x1'-3" W/ 4-3/4"Øx7" C.A.S.

NOTES:

1. PROVIDE HORIZONTAL SHORT SLOTTED HOLES IN SHEAR PLATES.

2. HIGH STRENGTH BOLTS TO BE TIGHTENED WITH SPUD WRENCH

ONLY. DO NOT TORQUE BOLTS FOR FRICTION CONNECTION.

3. BEAMS SUPPORTING VIBRATION LOADS TO HAVE BOLT THREADS

SPOILED AFTER INSTALLATION.

4. FOR BOLTS, SHEAR PLATES, AND SHEAR PLATE WELDS SEE

TYPICAL CONNECTION DETAIL.

5. SPECIAL INSPECTION IS REQUIRED ON ALL WELDS AND ANCHOR

BOLTS.

6. SEE BEAM CONNECTION SCHEDULE FOR INFORMATION NOT

CALLED OUT.

B

W12 THRU W18

/2

/2

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

1-#4x1'-6"

FACE OF

CONC. WALL

E Q

E

Q

E Q

E

Q

.2"

ELEVATOR CYLINDER

BY OTHERS

2#6xFULL WIDTH (T&B)

ALL AROUND

ELEVATOR PIT

NOTE:

BLOCKOUT SHALL BE

CENTERED ON ELEVATOR

CYLINDER

GROUT SOLID AFTER

ELEVATOR CYLINDER

IS INSTALLED

1 1/2"x3 1/2" KEYWAY

TYP.

BLOCK-OUT

30"x30"

NOTE: COORD. WITH FINAL ELEVATOR DRAWINGS

FLOOR LINE

4" MIN.

VERIFY WITH ARCH.

AND MECH. DWGS.

6" #4x DWLS. AT 24" O.C. AROUND

PERIMETER OF PAD - NO LESS

THAN ONE EACH CORNER

M

IN

4" MIN.

VERIFY

FLOOR LINE

CHAMFER CORNERS

AND VERT. EDGES

1/2" COMPRESSIBLE

MATERIAL (4 SIDES)

#5 AT 12" EA. WAY

TOP & BOTTOM

NOTE:

SEE MECH. & ELECT. DWGS. FOR LOCATIONS OF CONC. BASES AND PADS.

PROVED ISOLATED CONC. BASE AT ALL LOCATIONS, U.N.O.

CONCRETE PAD

B

A

CONCRETE BASE

ENGINEERED FILL

PER 1

148-S002

1'-4"x10"

CONC. FTG.

W/ 2#5 CONT.

AT CHEEK

WALL

#4 DOWEL AT

12" O.C.

3/4"x5"

CONT. KEY

NOTE: WHERE CHEEK WALL

IS REQUIRED, PROVIDE 8"

THICK CONC. WALL WITH

#4 AT 10" EACH WAY

BLDG. WALL (CONC. OR MAS.)

OR CHEEK WALL

FIN. GRADE

OR SLAB

PER PLAN

#4 AT 12" O.C.

2#4 CONT.

#4 AT 12"

5" M

IN

REF. TO

ARCH. DWGS.

FOR INSERTS

AND RAILING

1' - 6"

3/4"

8"

M

IN

1' - 6"

2' - 0" BEND

FIN. GRADE

PER PLAN

SLAB ON GRADE

PER PLAN

1' - 0"

6"

2#4 CONT.

#4 CONT. T.&B.

#4 AT 16" O.C.

FTG. PER

SCHEDULE

#5 CONT. AT

12" O.C., HORIZ.

30# FELT CONT.

8"

3"

'W'

3" CLR.,

TYP.

12" CONC. SLAB W/

#5 AT 12" O.C., E.W.

TOP AND BOTTOM

#5 AT 12" O.C.

VERT.

FILL AREA

FINISH GRADE

PER PLAN

#4x

AT 12" O.C.

24"

93'-0"

WALL PER ARCH.

DWGS.

92'-0"

91'-0"

CONC. OVER STEEL

DECK PER PLAN,

(REF. PLAN FOR

DECK DIRECTION)

2#5 CONT.

ROUGHEN TOP

OF WALL

#4x

AT 12" O.C.

36"

L3x3x1/4xCONT. WITH 5/8"Øx4" C.A.S. AT 24" O.C.

A

G R

IF

F

ISM

A

R T

IN

WHITE

PHOENIX, ARIZONA 85032

3240 EAST UNION HILLS DR., SUITE 145

(480) 382-7370

CONSULTING STRUCTURAL ENGINEERS, INC.

MARTIN, WHITE GRIFFIS

2939 E. Broadway Blvd. Tucson, AZ. 85716 T 520.881.4546 F 520.795.1822 GLHN.comRevision:

ARCHITECTS & ENGINEERS, INC

2222 3333 4444 5555 6666 7777 8888 9999

Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title:

Approved: Project Director

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Dwg. of

FFFF

EEEE

DDDD

CCCC

BBBB

AAAA

1111 2222 3333 4444 5555 6666 7777 8888 9999

FFFF

EEEE

DDDD

CCCC

BBBB

AAAA

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

FULLY SPRINKLED

NAVAHCS Prescott, AZ

Office of

Construction and Facilities

Management

GLHN Project # 0855.08 29

649-409

WSLTCG5 Oct, 2016

148-S302

CONSTRUCTION DOCUMENTS

EXPANDED REHAB

MEDICINE AND SPS

STRUCTURAL DETAILS

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

TYP. BASEMENT WALL & FTG. DTL.

VERT. WALL CONTROL JOINT

TYP. HORIZ. WALL REINF. SPLICE

MIN. REINFORCING AT CAST-IN-PLACE CONCRETE WALL OPENINGS

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

DETAILSCALE: 3/4" = 1'-0"6

WALL CONTROL JOINTS AT SITE WALLS

SCALE: 3/4" = 1'-0"7

ELEVATOR SUMP PIT

TYPICAL W BEAM EMBEDDED SHEAR PLATE CONNECTIONS

ELEVATOR CYLINDER BLOCKOUT

CONC. BASE AND PAD FOR EQUIPMENT

TYP. CONC. STAIR ON GRADE

SCALE: 3/4" = 1'-0"12

DETAIL

SCALE: 1/2" = 1'-0"13

DETAIL

SCALE: 3/4" = 1'-0"14

TYP. TOP OF BASEMENT WALL

PLAN VIEW

TYP.

AT OPENINGS

24" AND LESS,

REFER TO

DETAIL

W x

W x

W12x14

W12x14

P E

R P

L A

N

M A

X

BEAM PER PLAN

STEEL DECK

SPAN

OPEN

BEAM PER

PLAN 6'-0" MAX.

6"

TYP.

4-C

148-S503

148-S501

148-S504

A B

AT 4-WAY BM. TO COL. CONN. AT 2-WAY BM. TO COL. CONN.

D K

G

D K

G

L3x2x1/4x1'-6" (SLV), TYP.

16 GA. FILLER, WELD

TO COL., TYP.

COLUMN

DKG. DKG.

#6x4'-0", TOP OF BAR

IS 1" CLR. BELOW

TOP OF SLAB

FRAMING, SEE

PLANS, TYP.

COLUMN

PLUG WELD DECKING

TO SUPPORT L's

L3x3x1/4, TYP.

3" CLR. MAX., TYP.

NOTES:

1. PROVIDE L's AS REQUIRED WHERE BEAMS DO NOT FRAME TO COLUMNS, CONTRACTOR TO PROVIDE 16GA. SHEET METAL TO FILL COL. CAVITY

AS REQUIRED, WHERE BEAMS OCCUR ON 3 SIDES OR MORE OF

COLUMNS, SEE DETAIL , ON 2 SIDES OR LESS, SEE DETAIL

G

TYP.

3/16

TYP.

TYP.

3/16

A B

2. FOR COMPOSITE STEEL DECK WITH CONC., CONTRACTOR

MAY DELETE ANGLES. SHORE AS REQUIRED DURING

PLACEMENT OF CONCRETE.

TYP. DECK

WELD

TYP.

BRACE PARALLEL TO FLR. DECK BEAM BRACE PERP. TO BEAMC DBRACE PERP. TO FLR. DECK A TYP. L TO BEAMPARALLEL TO BEAM E FB

A-A

BRACE,

SEE DETAILS

FOR SIZE

AND SPA.

PL.5/16x6x1'-4" W/2-1/2"Øx4"

ANCH. BOLTS

L5x3 1/2x5/16(LLV) x2'-6"

SIM. AT BRACE

TO TOP FLANGE

W BM.

BRACE, SEE DETAILS

FOR SIZE AND SPACING

3/16 3

PL.1/4x5x0'-5" AT BRACES L3x3 AND SMALLER PL.1/4x8x0'-8" AT BRACES GREATER THAN L3x3

3/16 3 C

BAL. PER

3/16

TYP.

TYP.

3/16

3/16

L5x3 1/2x 5/16(LLV) x2'-6" AT EA. BRACE

3-1/2"Øx4"

ANCHOR BOLTS

#4x4'-0" SECURE

TO BOLTS

L6x4

BM. PER

PLAN

BEAM PER

PLAN

L6x4x1/4 (LLV)

BTWN. FRMG.,

CONN. TO BEAM

PER DTL.

MTL. DECK,

SEE PLAN FOR

DIRECTION

1/2"

COPE

VERT. LEG

3/16

31/4

F

1 U.N.O.

2 U.N.O.

2#4x4'-0" SECURE

TO BOLTS

1 7/8"

PL.1/4x5x0'-5" AT BRACES L3x3 AND SMALLER PL.1/4x8x0'-8" AT BRACES GREATER THAN L3x3

A

A

CONC. ON

STL. DECK

EDGE BEAM

DEPRESS SILL L

PER ELEV. MFR.

APPROVED SHOP

DRAWINGS

L4x4x3/8 SILL L

CONT. BTWN. END

WALL OF ELEV.

HOISTWAY AND

SEPERATOR BM.

WHERE OCCURS

NOTE:

FOR BAL. OF DTL. AND NOTES SEE

TYPICAL DETAIL

ELEVATOR

HOISTWAY

1/4 2-6

2-6

PLAN VIEW

3/163/16

C O

N N

L6x3 1/2x5/16 EA.

SIDE OF HSS WITH

15/16"Ø HOLES

15/16"x3" VERT. SLOTTED

HOLE EA. SIDE OF HSS

SIM. AT ROOF

BM. PER PLAN

S L

IP

L7x4x3/8x2'-0"(SLV) W/ 3-1/2"Øx6" C.A.S. AT 10"

ELEVATOR PIT

PER

3/16

3 SIDES

HSS GUIDE RAIL

SUPPORTS, COORD.

LOCATIONS AND

QUANTITY WITH

ELEVATOR MFR.

ELEVATOR GUIDE RAIL,

VERIFY EXACT LOCATION

& CONN. W/ SUPPLIER

1 1/2"

CLR.

7/8"Ø THRU BOLT WITH

WASHER, FINGER TIGHTEN

NUT & TACK WELD TO

BOLT, CNTR. BOLT IN SLOT

33/16

TYP.

3/16

TYP.

6x3 1/2x5/16 CONT.

BTWN. BMS. CONN.

TO BM. PER

PL.3/8x6x2'-0" WITH #4x ANCHOR

TYP.

8"8"

1'-0"

CONN. SAME AS FLR.

3/8" FITTED STIFF. PL.

3/16

WHERE HSS GUIDE RAIL

SUPPORTS OCCUR NEXT

TO EACH OTHER, WELD

TOGETHER AS SHOWN

3/16 3-12

/2

1 1/2"

CLR.

148-S302

NOTE:

PRIOR TO CONCRETE POUR, SMALL OPENINGS SHOULD BE BLOCKED OUT AND DECK LEFT INTACT. HOLES LESS THAN 6" IN DIAMETER AND CUTTING NO MORE THAN 1 WEB NEED NO REINFORCING. AFTER THE CONCRETE HAS CURED, THE BLOCKOUT CAN BE REMOVED

AND THE DECK IN THE AREA OF THE HOLE REMOVED.

24" MIN., TYP. 3'-0" MAX.

2'-0" MIN., TYP.

M

IN

T

Y P

M

IN

T

Y P

M A

X

F

L U

T E

S F

L U

T E

S

1 1/2"

MIN.

1 1/2"

MIN.

11/8

1/8 1/2

TS1 1/2"x3"x1/8" PLACED

ON TOP OF DECK

#4x2'-0" DIAG.

AT MID-DEPTH OF

L1 3/4"x1 3/4"x1/4", 1/8 1/2

WEBS OF

STL. DECKING

BEAM

BELOW

SLAB, EA. CORNER

"A"

"B

"D

"D

ON TOP OF DECK, TYP.

ANGLES MUST

EXTEND 3 WEBS

PAST THE OPN'G.,

TYPICAL.

THIS IS

CONSIDERED

TO BE A

SINGLE OPN'G.

BEAM

BELOW

BELOW

BEAM

BELOW

BEAM

M A

X

#4x2'-0" DIAG.

AT MID-DEPTH OF

WEBS OF

STL. DECKING

BEAM

BELOW

SLAB, EA. CORNER

"A"

"B

"D

"D

3 ADJACENT WEBS FOR 6" AND 8" MODULE DECK

2 ADJACENT WEBS FOR 12" MODULE DECK

NOTES:

1 WHEN THE MAXIMUM DIMENSION OF AN OPENING OR OPENING

GROUP EXCEEDS 24", PLACE HEADER BEAM AROUND OPENING.

NOTES:

1 REINFORCING SHALL BE PLACED 3/4" CLR. OF TOP OF CONCRETE.

2 IF DIMENSION "A" IS GREATER THAN 4D , 4D , OR 32" WHICHEVER

IS LARGER, THEN THERE IS NO RESTRICTION ON DIMENSION "B".

3 IF DIMENSION "B" IS GREATER THAN 4D , 4D , OR 32" WHICHEVER

IS LARGER, THEN THERE IS NO RESTRICTION ON DIMENSION "A".

4 IF DIMENSIONS "A" AND "B" ARE LESS THAN 4D , 4D , OR 32"

WHICHEVER IS LARGER, THE OPENING GROUP WILL BE CONSIDERED

AS A SINGLE HOLE, AND MUST BE REINFORCED AS REQUIRED FOR

THE LARGER OPENING.

THIS IS

CONSIDERED

TO BE A

SINGLE OPN'G.

BEAM

BELOW

BELOW

BEAM

BELOW

BEAM

M

IN

T

Y P

1#6

1#6

BLOCK

OUT

OPENING

1#6

1#4

1#4

1#4

1#6

1#4

2", TYP.

STEEL DECK

PER PLAN

STEEL DECK

PER PLAN

5 HOLES LESS THAN 6" IN DIAMETER AND CUTTING NO MORE THAN

1 WEB NEED NO REINFORCING.

AT CENTER OF

EA. UPPER FLUTE

BEYOND OPN'G.

(TYPICAL)

ADJACENT TO

EA. CUT WEB

(TYPICAL)

ADJACENT TO

(TYPICAL)

EA. CUT WEB

1 2

1 2

1 2

LARGER HOLES, RECTANGULAR OR SQUARESMALL HOLES

DECK CUT AFTER CONCRETE

TOPPING IS CURED

DECK CUT BEFORE CONCRETE

TOPPING IS CURED

DECK CUT AFTER CONCRETE

TOPPING IS CURED

DECK CUT BEFORE CONCRETE

TOPPING IS CURED

G R

IF

F

ISM

A

R T

IN

WHITE

PHOENIX, ARIZONA 85032

3240 EAST UNION HILLS DR., SUITE 145

(480) 382-7370

CONSULTING STRUCTURAL ENGINEERS, INC.

MARTIN, WHITE GRIFFIS

2939 E. Broadway Blvd. Tucson, AZ. 85716 T 520.881.4546 F 520.795.1822 GLHN.comRevision:

ARCHITECTS & ENGINEERS, INC

2222 3333 4444 5555 6666 7777 8888 9999

Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title:

Approved: Project Director

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Dwg. of

FFFF

EEEE

DDDD

CCCC

BBBB

AAAA

1111 2222 3333 4444 5555 6666 7777 8888 9999

FFFF

EEEE

DDDD

CCCC

BBBB

AAAA

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

FULLY SPRINKLED

NAVAHCS Prescott, AZ

Office of

Construction and Facilities

Management

GLHN Project # 0855.08 29

649-409

WSLTCG5 Oct, 2016

148-S504

CONSTRUCTION DOCUMENTS

EXPANDED REHAB

MEDICINE AND SPS

STRUCTURAL DETAILS

IN CONCRETE FLOORS

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

TYP. DECK SUPPORT AT COLUMNS

SCALE: 3/4" = 1'-0"5

TYP. DIAGONAL BRACE CONN. DETAILS

TYP. FRAMING AT LARGE OPENING

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

TYP. ELEVATOR SILL ANGLE

SCALE: 3/4" = 1'-0"6

TYP. GUIDE RAIL SUPPORT DETAIL

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

TYP. UNFRAMED OPENINGS IN FLOOR DECK

148-A211

D1

148-A212 B2

148-A212

F1

148-A211F1

GAIT LANE

1E-106E

PT TREATMENT

CLINIC

1E-106A

OT TREATMENT

CLINIC

1E-106C

OT SPL

TREATMENT

1E-106D

ADL: BATHRM

1E-115

HAC

1E-117

PT OFFICE

1E-111

ELEVATOR

EQUIPMENT

1E-105

STAIR

S-7

LOBBY

C1-102

ELECTRICAL

1E-133

TELECOMM

1E-134

FIRE RISER

1E-135

EQUIP STORAGE

AND TEST

1E-131A

CLEAN CART

HOLDING

1E-131B

CLEAN STORAGE

1E-130

DISPATCH AREA

1E-129B

DISPATCH CLERK

1E-129A

RECEIVING

BREAK-OUT

1E-127

GAS EMPTY

1E-126

CORRIDOR

C1-104

TECH CUBICLES

1E-128A

STAFF TLT

1E-124

STAFF TLT

1E-123

CHIEF OFFICE

1E-121A

CORRIDOR

C1-103

A

COVERED LOADING

DOCK

(E) DEMENTIA PATIO

BULKSTORAGE

1E-136

STAFF LOUNGE /

LOCKERS

1E-129

GAS FULL

1E-131

4 3 2 1

B

D

E

STAFF WORK

1E-137

LOADING DOCK /

RECIEVING

1E-132

STORAGE

1E-119

A.7

B.3

3.5

CO

NC

. W

AL

K

C

C1 148-A311

C1 148-A311

F1 148-A311

F1 148-A311

F2 148-A312

F1 148-A312

F3 148-A313

F5 148-A311

148-A411 F1

148-A411 F2

148-A411 F3

SERVICE

ELEVATOR

C1-101

(E) BLDG 148

DEPRESSED

SERVICE

YARD

LINE OF ROOF ABV

PT OFFICE

1E-111A

OT OFFICE

1E-120A

1E-S-7A

1E-135

1E-133

1E-114

1E -13

1A

1E -12

9A

1E -12

1E-131

C1-104

1E-124

1E-123

1E-128A

1E-126

1E-117

1E -12

1E -12

1A

1E -12

7A

1E -10

1E -13

C1-103A

1E-134

1E -S

-7C

1E-105

C1-104A

148-A413 B8

01B

01B

01B

01B

01B

01C

01C

01B

01B

01B

01B

0303 0303

05C

05C

0305C

05C

01C

1/2 WALL

TO +6'-0"

AFF.

1/2 WALL

TO +6'-0"

AFF.

1 1 1

CONC. STOOP

WR

HR

BG

WR

HR

BG

WR

HR

BG

WR

HR

BG

CG

CG

WR

HR

BG

WR/HR/BG WR/HR/BG

WR/HR/BG WR/HR/BG

CG

WR

HR

BG

CG

CG

WR

HR

BG

WR

HR

BG

WR

HR

BG

WR

HR

BG

CG

CG

CG

CG

CG

CG

CG

7 7 7 7

5 5 5

PATCH WHERE

PARTITION REMOVED

DN

SEE MECH FOR

CHILER ALT. #1

3 EQ. CHAINLINK FENCE PANELS @ 6'-0" AFF

3 1 /2"

4' - 0"

LINE OF CONNECTING

CORRIDOR ABOVE

F1 148-A313

F7 148-A312

HO

ADO

CR CR

CR

CR

06 02B

11B

11B

01B

05C

CIRCULATION

1E-128B

B003

F7 148-A3112 2 2 2

PT PRIVATE TABLE

ROOM

1E-107

SPEC. TREAT

1E-110

EXAM

1E-109PT SEMI-PRIVATE

TABLE CUBICLE

1E-106F

UTILITY

1E-106H

STORAGE

1E-112

GAIT LANE

1E-106E

CG

CG

CG

CG

CG CG

CG

OT OFFICE

1E-120

ADL: KITCHEN /

TREATMENT

1E-114

RECEPTION

1E-102

WAITING

1E-101

ESCORT

1E-101A

CG

CORRIDOR

1E-106J

EQ EQ

100' - 2 5/8"

CGCG

SEISMIC

JOINT

1E-109 1E-107

1E-110

1E-111

1E-111A

1E-119

1E-120A

1E-120

1E-106A 1E

-10

1E -10

6B

1E-106C

07 07

06 06

1E -11

01B

01B 01B

01B

05C

05C

CG

C1 -10

1E-S-7B

01C

01C

CR

05C 05C

05C

02B

10C

05C

02B

05C

05C

2' -0

/4

6' -2

5'-5"

01B

01B

05C

MALE PUBLIC

TOILET

1E-104

FEMALE PUBLIC

TOILET

1E-103

AIRWAY 1

B-003

UP

UP

DN

CR

CR

01B 17B

6" CONC

STOOP

148-A411 D1

148-A411 F5

LIMITS OF LEVEL

ABOVE

3O

3O

3O

3O

3O

SS-1 TOP W/ 4"

SPLASHES AT 34" AFF

W/ 1-1/2" NOSING

DIAG. BRACING AT 1/3

POINTS

2'-1"

OVERFLOW ROOF

DRAIN TERM PER

/F1 148-A506

OVERFLOW ROOF

DRAIN TERM PER

/F1 148-A506

SHEET REFERENCE NOTES

SEE 148-IN1.1 FOR WALL PROTECTION (HR, BG, & CG) AND ACCENT PAINT COLOR LOCATIONS

SEE 148-IF1.1 FOR FURNITURE LAYOUTS

SEE 148-AI1.1 FOR FLOOR FINISH LAYOUTS

148-EQ121 FOR EQUIPMENT LAYOUTS

FOR ENLARGED REHAB GYM 1E-106 EQUIPMENT PLAN

FOR ENLARGED LOGISTICS EQUIPMENT PLAN

SEE 148-A124 FOR DEDUCTIVE ALTERNATE PLANS

/F1 148-A414

/F4 148-A414

GATE 1

(ENTRY - CARD ACCESS OR REMOTE

ACTIVATION)

(EGRESS - ROAD LOOP DETECTION)

GATE 2

(ENTRY - CARD ACCESS OR

REMOTE ACTIVATION)

PIVOT SIDE

GATE FOUNDATION

DEPRESSED TO PERMIT

SIDEWALK / CURB TO

COVER

SECURITY CARD READER

(FIELD VERIFY)

30'-0" G

ATE SPAN

C

LR

18'-0"

GATE 2 - HPU

(FIELD VERIFY)

30'-0" O

PENING

GATE 3

(EXIT - LOOP

DETECTION)

COORDINATE CURB AND

BOLLARD INSTALLATIONS TO

CLEAR GATE 3 REQUIRED

RETRACTION AREA

GATE 3 - HPU GATE 1 - HPU

148-A111 D8

1' -0

2'

-0

5' -0

3' -0

CARD READER GATE 1

CARD READER GATE 2

SIGN READING:

"FOR OXYGEN

DELIVERIES ONLY"

SIGN READING:

"FOR ALL OTHER

SERVICE DELIVERIES"

SIGN READING:

"CALL VAPD AT (928) 776-6019

FOR GATE ACCESS"

COORDINATE WITH VA ON FINAL SIGN

WORDING, FONT AND COLORS TO

CONFORM TO FACILITY STANDARDS.

SIGNS TO BE ALL WEATHER / UV

RESISTANT HIGH CONTRAST FONT /

BACKGROUND

SIDEWALK

PLATE STEEL TOP CAP ON

3" SQ. TUBE STEEL POST

2'-0"

2939 E. Broadway Blvd. Tucson, AZ. 85716 T 520.881.4546 F 520.795.1822 GLHN.comRevision:

ARCHITECTS & ENGINEERS, INC

2 3 4 5 6 7 8 9

Date

CONSULTANTS: ARCHITECT/ENGINEERS: Drawing Title:

Approved: Project Director

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Dwg. of

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

NAVAHCS Prescott, AZ

Office of Construction and Facilities Management

GLHN PROJECT# 0855.08

FULLY SPRINKLED

649-409

RJNCK5 OCT, 2016

148-A111

100% CONSTRUCTION DOCUMENTS

EXPANDED REHAB

MEDICINE AND SPS

LEVEL 1 - FLOOR PLAN

4 38

SCALE: 1/8" = 1'-0"F3 FIRST FLOOR - FLOOR PLAN NORTH

KEYNOTES FIRST FLOOR PLAN

2 AREAWAY FOR EQUIPMENT ACCESS w/ REMOVABLE CONCRETE LID

3 AREAWAY FOR EMERGENCY EGRESS FROM PIPE BASEMENT. W/ STEEL LADDER.

4 REINSTALL DOCK LEVELER SALVAGED FROM DEMOLITION WORK. EXTEND EXISTING

POWER FROM ORIGINAL DOCK LOCATION PER ELECTRICAL DRAWINGS. LOCATE

LEVELER CONTROLS AS DIRECTED BY VA

5 APPLY 5/8" GWB ON (E) MTL. STUDS. TEXTURE & PAINT TO MATCH EXISTING

6 REPLACE (E) VCT IN CORRIDOR FROM LINE F.1 TO NORTH. EXTEND FLOORING TO

CROSS CORRIDOR DOORS C1-103A

7 PROVIDE STAINLESS STEEL WINDOW GUARDS AT EXTERIOR

SCALE: 1" = 20'-0"F7 PARTIAL SITE PLAN - SECURITY GATES NORTH

SCALE: 1/2" = 1'-0"D8 ELEV- SECURITY CARD READERS

1 ADDENDUM-003 2017-03-17

2 ADDENDUM-004 2017-03-24

BASIS OF DESIGN - SECURITY GATES

GATE 3 & 1 : B&B ARMR MODEL 400 HYDRALIC CANTILEVER SLIDING CRASH GATE.

GATE 2 : B&B ARMR MODEL 730 BEAM DROP ARM GATE.

UP

A

4 3 2 1

B

D

E

A.7

B.3

3.5

PIPE BASEMENT

B000

C

C1 148-A311

C1 148-A311

F1 148-A311

F1 148-A311

CORRIDOR

B001

4.5

D.3

EXISTING BLDG 148

148-A413 F8

PAINT EXPOSED STEEL BEAMS & COLUMNS

IN PIPE BASEMENT

3' -5

/4

'-1

7/

8"

'-8

/4

6' -2

2'

-0

41'-1 1/4" 60'-6 3/4"

LV-2 58" X 58"

ACCESS DOOR

F7 148-A311

05C

05C

05C 05C

AIRWAY 1

B-003

EQUIP HOISTWAY

B004

SERVICE CRAWL

WAY

B002

1/ 8"

1/8" / 12" 91' - 0"

90' - 10 1/2"

91' - 0"

92' - 0"

92' - 0"

92' - 0"

87' - 9"

85' - 9"

PIT FLOOR

SUMP

FLOOR

CJ

CJ

91' - 0"

94' - 0"

ELEVATOR

PIT FLOOR

148-A131 E1

148-A131 E3

1'-2" 6 3/4"

3/

4"

TUNNELUTILITY

37'-4" 23'-10" 16'-5 3/8" 24'-0 5/8"

101'-8"

6'-5 1/2" 15'-4 1/2" 2'-0"

7'-5"

2'-0"17'-2" 1'-5 3/8"

5'-8 5/8"

1'-6" 24'-0" 25'-4" 25'-4" 24'-0" 1'-6"

'-9

7"

'-0

/2

5' -5

/2

5' -2

/2

FOR ADDITIONAL

DIMENSIONAL CONTROLS SEE

/C1 148-A112

'-4

/2

'-0

'-1

0"

6' -8

5'-4 1/4"

2' -0

4' -1

1/

2"

'-0

/2

'-1

1/ 4"

'-5

/8

1' -5

/4

1' -0

'-4

/4

9' -0

'-0

'-0

'-0

'-3

'-9

3' -1

0"

8' -1

1/

2"

'-4

91' - 0"

91' - 0"

90' - 11"

90' - 11"

91' - 0"

91' - 0"

1/8" / 12" 1/8" / 12"

148-A502

A4

148-A502

C4 148-A502

D4

148-A502F4 F2

A

4 3 2 1

B

D

E

A.7

B.3

3.5

C

SLOPE 1/2" / 12"

R4

R1

R2

(E) ROOF

(E) ROOF

BLDG 148

SL

O

PE

2"

SLOPE 5" / 12"

1/2" / 12"

1/

2"

2 1

/4"

2' - 9 1/2"

F7 148-A311

1/ 2"

1/2" / 12" 1/2" / 12"

1/2" / 12" 1/2" / 12"

R4

2' -1

1"

'-1

3/ 4"

3' -2

1/ 2"

1/

2"

RIDGE

1/2 " / 1 2"

148-A131

5 FOR STAIR

DETAIL

131' - 7 1/4"

135' - 4"

148-A504 F1

STEAM PRESSURE RELIEF

VENT RISER STACK SEE

B6/M503 FOR ADD INFO.

TPO MEMBRANE

PERLITE OR CELLULOSE

FIBER MIN. 1 1/2"

MTL. DECK - DECK

SLOPES

TAPERED RIGID

INSULATION MIN. R-

5/8" GYP. OR 1/2"

COVER BD.

LEVEL MTL. DECK

VAPOR BARRIER

3/4" COVER

BOARD

TPO

MEMBRANE

COMPOSITE NAIL BASE SHTG.:

5/8" OSB+3 1/2" RIGID INSULATION

5/8" GYP. OR 1/2"

COVER BD.

1 1/2" MTL. DECK

UNDERLAYMENT

ASHPHALT

SHINGLES

12"5"

TAPERED RIGID

INSULATION MIN. 2"

THICK

CONC. ON LEVEL MTL. DECK

VAPOR BARRIER

3/4" COVER

BOARD

TPO

MEMBRANE

A.7

3.5

F7 148-A311

F7

148-A311UP

UP

LANDING

5'-3 1/4"

10R@6.75" / 9T@11" 8'-3"

6'-9 7/8" 6R@6.75" / 5T@11"

4'-7"

FOR ADDITIONAL

INFO. SEE

/C1 148-A112

1'-1 1/2"

3/

4" C

LR

3'

-0

/8

3/

4"

8' -1

TO LEVEL 1

SLAB LIMITS ABV.

1'-1 1/2"

A8

148-A503

A6

148-A503

Sim

A3

148-A503

A.7

F1 148-A313

TUNNEL

UTILITY

3' -1

0"

3'-6"

1'-6"

1' -6

PIT FLOOR

SUMP FLOOR

COORD PIT LOCATION

TO EQ. LAP UTILITY

TUNNEL OPENING

E4

148-A131 (N) PIPE

BASEMENT LEVEL

92' - 0"

A.7

F1 148-A313

90' - 10 1/2"

88' - 8 7/8"

87' - 9"

85' - 9"

TU

N

N

EL

UT

IL

ITY

PIT FLOOR

SUMP FLOOR

A.7

3.5

F7 148-A311

F7 148-A3111'-1 1/2"

STAIR

S - 6

3E -S

-6

ROOF

132' - 3"

120' - 2 1/8" 127' - 7 3/4"

FACE OF BULKHEAD.

OMITTED FOR CLARITY

LANDING

LANDING

LANDING

5'-6 5/8" 13R@6.898" / 12T@11'

11'-0" 6'-1 3/4"

8R@6.898" / 7T@11" 6'-5" 5'-3"

4'-8 1/8" 9R@6.898" / 8T@11"

7'-4"

TO LEVEL 2

BELOW

LANDING

LANDING

GUARDRAIL

HANDRAIL

(TYP)

3/

4" C

LR

3' -8

/2

3/ 4"

DN

DN

DN

LANDING

1'-3 1/2"1'-3 1/2"

7/

8"

C

LR

3' -8

/8

3/

4"

1'-1 1/2"

1'-3 1/2"

5'-8"

LANDING

ROOF OH

LIMIT

1. ROOFING CONTRACTOR

A. SHALL VERIFY ROOF OPENING / EQUIPMENT SIZES AND LOCATIONS. MAINTAIN PROPER REQUIRED

FLASHINGS AND DRAINAGE AROUND CURBS AND EQUIPMENT.

B. SHALL COORDINATE WITH MECHANICAL AND PLUMBING TRADES

i. FOR PREFAB CURBS SUPPLIED AND INSTALLED BY THOSE TRADES TO ASSURE PROPER CURB

INSTALLATION HEIGHT IS MAINTAINED TO CLEAR THE ROOFING INSULATION / MEMBRANE

SYSTEM.

ii. WHEN A FIELD INSTALLED CURB IS REQUIRED TO BE PROVIDED BY THE ROOFING

CONTRACTOR TO DETERMINE FINAL DIMENSIONAL REQUIREMENTS AND INTERNAL

CLEARANCES, OPENINGS AND SUPPORTS.

C. SHALL EVALUATE THE EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES OR SUBSTRATE

DEFICIENCIES TO THE GENERAL CONTRACTOR FOR COORDINATION WITH THE ARCHITECT /

ENGINEER OF RECORD.

D. SHALL DRY-IN EACH DAY'S WORK TO MAINTAIN THE WEATHERPROOF INTEGRITY OF THE ROOF

WHEN REPLACING AN EXISTING SYSTEM OR WHEN OCCUPIED SPACES ARE PRESENT BELOW.

E. SHALL PROVIDE ALL NECESSARY FLASHINGS AND SEALANTS TO PROVIDE A WATER-TIGHT BUILDING

ASSEMBLY. ALL FLASHING CONCEALED FROM VIEW TO BE GALVANIZED METAL. ALL VISIBLE

FLASHING TO BE PREFINISHED METAL. ALL VISIBLE SEALANTS TO MATCH THE COLOR OF ADJACENT

SURFACES U.N.O.

2. ROOF DETAILS ARE FOR REFERENCE ONLY. ROOFING CONTRACTOR SHALL UTILIZE AND ADHERE TO THE APPROPRIATE MANUFACTURER'S DETAILS / ASSEMBLIES & INSTALLATION REQUIREMENTS NECESSARY TO

CERTIFY THE ROOF SYSTEM WARRANTY.

3. ROOF SLOPES SHALL BE A MINIMUM 1/2 INCH PER FOOT. CRICKETS SHALL BE A MINIMUM OF 1/2 INCH PER FOOT SLOPE WITH VALLEYS AT CRICKET CONDITIONS ACHIEVING A 3/8 INCH PER FOOT MIN. SLOPE.

NO ROOF PONDING WILL BE PERMITTED.

4. ROOFING PRODUCTS SHALL BE ODOR FREE WHEN INSTALLATION IS TO OCCUR ON ROOFS WITH

OPERATIONAL HVAC EQUIPMENT SERVING OCCUPIED SPACES BELOW.

5. COORDINATE WITH OWNER'S REPRESENTATIVE FOR STAGING AND HOURS OF WORK.

6. THE ROOFING AND GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF LANDSCAPING, SIDEWALKS, PARKING LOT OR BUILDING DAMAGED BY ROOFING ACTIVITIES AND CONSTRUCTION TRAFFIC. GENERAL CONTRACTOR SHALL PHOTO DOCUMENT THE EXISTING CONDITIONS

PRIOR TO THE START OF CONSTRUCTION.

7. WARRANTY SHALL BE AS NOTED IN THE SPECIFICATIONS BUT IN NO CASE SHALL THE WARRANTY BE LESS

THAN 10 YEARS.

8. SAFETY HARNESS ANCHORING DEVICES: WHERE SAFETY HARNESS ANCHORING POSTS ARE INDICATED, FINAL SAFETY HARNESS LIMITS SHALL BE COORDINATED WITH THE OWNER'S REPRESENTATIVE AND

FACILITY MAINTENANCE.

GENERAL NOTES (ROOFING) :

2939 E. Broadway Blvd. Tucson, AZ. 85716 T 520.881.4546 F 520.795.1822 GLHN.comRevision:

ARCHITECTS & ENGINEERS, INC

2 3 4 5 6 7 8 9

Date

CONSULTANTS: ARCHITECT/ENGINEERS: Drawing Title:

Approved: Project Director

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Dwg. of

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

NAVAHCS Prescott, AZ

Office of Construction and Facilities Management

GLHN PROJECT# 0855.08

FULLY SPRINKLED

649-409

RJNCK5 OCT, 2016

148-A131

100% CONSTRUCTION DOCUMENTS

EXPANDED REHAB

MEDICINE AND SPS

PIPE BASEMENT FLOOR PLAN & ROOF

PLAN

16 38

SCALE: 3/32" = 1'-0"D1 PIPE BASEMENT LEVEL

SCALE: 1/16" = 1'-0"C4 ROOF PLAN

KEYNOTES

1 ELEVATOR PIT

2 WASTE SLAB. ALT #7 SEE STRUCTURAL

3 AREAWAY

4 ALUM LOUVER

6 FORM CRICKET FROM TAPERED RIGID INSULATION

7 PRE FINISHED COPING. TYPICAL

8 PRE FINISHED MTL GUTTER & DOWN SPOUT

9 ROOF EXPANSION JOINT COVER

10 BUILD CRICKET AT ROOF W/ C.F. METAL STUD FRAMING & PLYWOOD SHEATHING

11 STEEL LADDER

12 EQUIPMENT ROOF CURB PER DETAIL B2 / A504

ROOF SYSTEMS

R1 - TPO MEMBRANE ON COVER BOARD ON METAL DECK

R2 - TPO MEMBRANE ON TAPERED RIGID INSULATION ON

METAL DECK.

R3 - TPD MEMBRANE ON TAPERED RIGID INSULATION ON

CONCRETE ON METAL DECK.

R4 - ASPHALT SHINGLES ON COMPOSITE NAIL BASE.

NORTH

NORTH

R1 - ROOFING SYSTEM DETAIL

R2 - ROOFING SYSTEM DETAIL

R4 - ROOFING SYSTEM DETAIL

R3 - ROOFING SYSTEM DETAIL

NORTH

SCALE: 1/4" = 1'-0"E1 BASEMENT - STAIR DIMENSION PLAN

SCALE: 1/4" = 1'-0"E3 BASEMENT - UTILITY TUNNEL PIT

SCALE: 1/4" = 1'-0"E4 SECTION @ UTILITY TUNNEL PIT

SCALE: 1/4" = 1'-0"5 5-ROOF LEVEL - STAIR NORTH

1 ADDENDUM-003 2017-03-17

2 ADDENDUM-004 2017-03-24

3 ADDENDUM-006 2017-04-19

FIRST LEVEL

100' - 0"

(N) PIPE

BASEMENT LEVEL

92' - 0"

SECOND LEVEL

115' - 0"

ROOF LEVEL

B.O.D.

130' - 0"

ABDE A.7B.3C

F1 148-A311

ADL: BATHRM

1E-115

HAC

1E-117

ELEVATOR

EQUIPMENT

1E-105

LOBBY

C1-102

EXAM ROOM

2E-107

EXAM ROOM

2E-106

MECHANICAL

EQUIPMENT

2E-240 SERVICE

ELEVATOR

C2-001

LOBBY

C2-100HAC

2E-118

F1 148-A312

D.3

HIGH ROOF LEVEL

140' - 4"

1'-9 3/4"

148-AD501

F6

STAIR ROOF

ACCESS LEVEL

132' - 3"

F7 148-A311

148-A504 D2

148-A504 F2 Sim

148-A313 F6

FOR DEMOLITION

WORK

FOR NEW

WORK

FIRST LEVEL

100' - 0"

(N) PIPE

BASEMENT LEVEL

92' - 0"

SECOND LEVEL

115' - 0"

ROOF LEVEL

B.O.D.

130' - 0"

5 4 3 2 13.5 C1 148-A311

GAIT LANE

1E-106E PT TREATMENT

CLINIC

1E-106A

PT OFFICE

1E-111

ELEVATOR

EQUIPMENT

1E-105

FIRE RISER

1E-135

CORRIDOR

C1-103

EXAM ROOM

2E-107

STERILIZATION

EQUIPMENT

2E-230A CENTRAL STERILE

2E-230

CORRIDOR

C2-104

F3 148-A3134.5

HIGH ROOF LEVEL

140' - 4"

STAIR ROOF

ACCESS LEVEL

132' - 3"

6' -0

G6 8' - 0"

AT1

10' - 0"

05C 05C

AT1

9' - 0" C1-102 MP1

9' - 0"

R-30 FGB INSUL.

THROUGHOUT

OVERHANG

R-30 FGB INSUL.

THOUGHOUT

BASEMENT

6" MIN. RIGID INSUL.

(R5 PER INCH). TAPER

PRE ROOF PLAN

PHYSICIAN. OFF.

2E-113 CORRIDOR

C2-102

STAFF TLT

2E-110

PATIENT TLT

2E-108

LPN CUBICLE

2E-103

CORRIDOR

C2-101

AT1

9' - 0"

AT1

9' - 0"

AT1

9' - 0" G6

9' - 0"

FIRST LEVEL

100' - 0"

SECOND LEVEL

115' - 0"

ROOF LEVEL

B.O.D.

130' - 0"

1 0.40.30.2

100' - 0"

148-A312 F4

148-A506 A8

148-A504 D6

3"MP1

13' - 9"

148-A506 B5 Sim

FIRST LEVEL

100' - 0"

(N) PIPE

BASEMENT LEVEL

92' - 0"

(E) RIDGE

138' - 10"

SECOND LEVEL

115' - 0"

ROOF LEVEL

B.O.D.

130' - 0"

33.5

C1 148-A311

STAIR ROOF

ACCESS LEVEL

132' - 3"

3' -6

8' -0

1'

-0

148-A506 E8 Sim

6 6' -8

148-A506 E8 Sim

MP1

9' - 3"

01B

VAR

G1

CORRIDOR

B001

STAIR

S-7

STAIR

S-7

STAIR

S - 6

96' - 7 1/2"

108' - 0 7/8"

148-A503 A8

148-A503 A6

95' - 10 1/2"

STL CLOSURE PLATE

WELDED FLUSH TO

STAIR STRINGER

AT WALL FACE

01B

01B

148-A503 A1

G6 11' - 6"

VAR

G6

9' -8

/8

'-0

/2

6' -8

3' -5

/8

3'

-1 1"

148-A503 D6

148-A503 A8

148-A503 A6 Sim

06 06

G6 8' - 8"

2E-S-6B

120' - 2 1/8"

127' - 7 3/4"

132' - 3"

6' -8

148-A503 A6 Sim

G6 25' - 3"

EXPOSED

STRUCTURAL

METAL DECK

STAIR

S - 6

148-A503 A3

9-1/2" (R-30) FGB

INSULATION

6' -5

/8

148-A506 A8

148-A504 D6

3' -3

/8

148-A506 B5 Sim3"

115' - 9 3/4"

109' - 0"

3' -6

2'

-0

148-A113 B1 Sim

OMIT STUCCO

RETAIN RIGID INSUL.

148-A504 D2

148-A504 F2

CONC. WALL, DETAIL

PER 8/ S401. 45 DEGREE

CHAMFER ALL EXPOSED

CORNERS

2939 E. Broadway Blvd. Tucson, AZ. 85716 T 520.881.4546 F 520.795.1822 GLHN.comRevision:

ARCHITECTS & ENGINEERS, INC

2 3 4 5 6 7 8 9

Date

CONSULTANTS: ARCHITECT/ENGINEERS: Drawing Title:

Approved: Project Director

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Dwg. of

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

NAVAHCS Prescott, AZ

Office of Construction and Facilities Management

GLHN PROJECT# 0855.08

FULLY SPRINKLED

649-409

RJNCK5 OCT, 2016

148-A311

100% CONSTRUCTION DOCUMENTS

EXPANDED REHAB

MEDICINE AND SPS

SECTIONS - BUILDING

23 38

SCALE: 1/8" = 1'-0"C1 BUILDING SECTION

SCALE: 1/8" = 1'-0"F1 BUILDING SECTIONS

SCALE: 1/8" = 1'-0"F5 SECTION AT LOADING DOCK

SCALE: 1/4" = 1'-0"F7 BUILDING SECTION AT STAIRWELL

B

B.3

SERVICE

ELEVATOR

C1-101

SERVICE

ELEVATOR

C1-101

F4 148-A413

05C

6' - 0" OVERALL ELEVATOR PLATFORM

F.V. w/ ELEVATOR MFGR.

4' - 0"

* 8' - 2 1/4" CLEAR HOISTWAY

8'

- 3

" O

VE

RA

LL

E

LE

VA

TO

R

PL

AT

FO

RM

05C

05C

F9

148-A413

B

B.3

SERVICE

ELEVATOR

C2-001

F4 148-A413

05C

05C

6' - 0" OVERALL ELEVATOR PLATFORM

F.V. w/ ELEVATOR MFGR.

4' - 0"

* 8' - 2 1/4" CLEAR HOISTWAY

8'

- 3

" O

VE

RA

LL

E

LE

VA

TO

R

PL

AT

FO

RM

05C

05C

148-A215 D1

B

B.3

F4 148-A413

8' - 3 1/4"

9'

- 2

1/ 2"

EQ EQ

VE

RI

FY

W

/ E

LE

V.

M

AN

UF

4'

- 1

1"

VE

RI

FY

W

/ E

LE

V.

M

AN

UF

4'

- 3

3/ 4"

2'-3"

8"

8" 2'

-3

SUMP FLOOR

FIRST LEVEL

100' - 0"

(N) PIPE

BASEMENT LEVEL

92' - 0"

SECOND LEVEL

115' - 0"

ROOF LEVEL

B.O.D.

130' - 0"

3 C1 148-A311

0"

0"

100' - 0"

FIRST LEVEL

4"

3' -0

5/8"Ø ABRASIVE STEEL

RUNGS-SET INTO HOLES

IN STRINGERS & WELD

2" X 1/4" FLAT BAR

STEEL STRINGERS-STAIR

TO BE 1/4" WIDE MAX.

3" X 2" X 1/4" LEG WITH

1/2" Ø X 3 1/2" EXP. BOLTS

EQ

U

AL

S

PA

C

ES

1'

6"

3"

3'

6"

1/ 2"

+ 0' - 0"

+96' - 0"

GROUND LEVEL

GROUND LEVEL

2939 E. Broadway Blvd. Tucson, AZ. 85716 T 520.881.4546 F 520.795.1822 GLHN.comRevision:

ARCHITECTS & ENGINEERS, INC

2 3 4 5 6 7 8 9

Date

CONSULTANTS: ARCHITECT/ENGINEERS: Drawing Title:

Approved: Project Director

Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

Dwg. of

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

NAVAHCS Prescott, AZ

Office of Construction and Facilities Management

GLHN PROJECT# 0855.08

FULLY SPRINKLED

649-409

CGNCK5 OCT, 2016

148-A413

100% CONSTRUCTION DOCUMENTS

EXPANDED REHAB

MEDICINE AND SPS

ENLARGED ELEVATOR PLANS &

SECTION

27 38

SCALE: 1/2" = 1'-0"B8 ELEVATOR - FIRST FLOOR C1-101

SCALE: 1/2" = 1'-0"D8 ELEVATOR - SECOND FLOOR

SCALE: 1/2" = 1'-0"F8 ELEVATOR - PIT

SCALE: 1/2" = 1'-0"F4 ELEVATOR SECTION

KEYNOTES - ENLARGED PLANS & 02...

1 SERVICE ELEVATOR SEE SPEC SECTION 14-24-00

2 SUMP PIT BELOW, REFER TO STRUCTURAL AND MECHANICAL DRAWINGS FOR

ADDITIONAL INFORMATION

3 SHAFT WALL SEE ASSOCIATED WALL TYPES

4 TRACK

5 LIGHT FIXTURE REFER TO ELECTRICAL DRAWINGS

6 PIT LADDER

SCALE: 1 1/2" = 1'-0"F9 ELEVATOR PIT LADDER DETAIL

ROOM NUMBER ROOM CODE ROOM NAME ITEM NUMBER JSN CODE DESCRIPTION MANUFACTURER MODEL EXISTING CODE PURCHASE/INSTALL 1E-106A PTEA1 PT Treatment Clinic E0960 E0960 Cart, Lockable, Mobile 42" h x 49" w x 22" d New 1E-106A PTTC1 PT Treatment Clinic R0001 M8275 Pulley Chair Existing 1E-106A PTTC1 PT Treatment Clinic R0002 M8830 Table, Hot Pack Cover Existing 1E-106A PTTC1 PT Treatment Clinic R0003 M8120 Hot Packs (hydroculator?) Existing 1E-106A PTTC1 PT Treatment Clinic R0003 M8120 Hot Packs (hydroculator?)Hot Packs (hydroculator?) Existing 1E-106A PTTC1 PT Treatment Clinic R0003 M8120 Hot Packs (hydroculator?) Existing 1E-106A PTTC1 PT Treatment Clinic R0004 M8120 Towels and Hot Packs Existing 1E-106A PTTC1 PT Treatment Clinic R0004 M8120 Towels and Hot Packs Existing 1E-106A PTTC1 PT Treatment Clinic R0005 M8720 Rack, Pack Hot/Cold, Wall Mounted Existing 1E-106A PTEA1 PT Treatment Clinic R0006 G10xx Balance Trainer SportKAT Korebalance Existing 1E-106B PTEA1 PT Exercise Area E0960 E0960 Cart, Lockable, Mobile 42" h x 49" w x 22" d New 1E-106B PTEA1 PT Exercise Area R0007 M8145 Platform Steps Existing 1E-106B PTEA1 PT Exercise Area R0008 M8145 Stairs Existing 1E-106B PTEA1 PT Exercise Area R0009 M8305 Platform, Exercise w/ mat, Powered Existing 1E-106C PTEA1 OT Treatment Clinic E0960 E0960 Cart, Lockable, Mobile 42" h x 49" w x 22" d New 1E-106C PTEA1 OT Treatment Clinic M8305 M8305 Platform, Exercise w/ mat, Powered New 1E-106C PTEA1 OT Treatment Clinic R0010 F0340 Stool, Self-Adjusting Existing 1E-106C PTEA1 OT Treatment Clinic R0011 F0210 Chair, Side, w/out Arms (Visitors) Existing 1E-106C PTEA1 OT Treatment Clinic R0012 F0210 Chair, Side, w/out Arms (Visitors) Existing 1E-106C PTEA1 OT Treatment Clinic R0013 F0210 Chair, Side, w/out Arms (Visitors) Existing 1E-106C PTEA1 OT Treatment Clinic R0014 F0210 Chair, Side, w/out Arms (Visitors) Existing 1E-106C PTEA1 OT Treatment Clinic R0015 F0340 Stool, Self-Adjusting Existing 1E-106C PTEA1 OT Treatment Clinic R0016 R0001 Bolsters Existing 1E-106C PTEA1 OT Treatment Clinic R0017 M8240 Parallel Bars Existing 1E-106C PTEA1 OT Treatment Clinic R0018 R0002 Cabinet Existing 1E-106C PTEA1 OT Treatment Clinic R0019 M8125 Ergometer, Bicycle, Stationary Existing 1E-106C PTEA1 OT Treatment Clinic R0020 M833x VBE Existing 1E-106C PTEA1 OT Treatment Clinic R0021 M8330 Nu Step Existing 1E-106D PTEA1 OT Special Treatement R0022 M8125 Ergometer, Bicycle, Stationary Existing 1E-106D PTEA1 OT Special Treatement R0023 F0340 Stool, Self-Adjusting Existing 1E-106D PTEA1 OT Special Treatement R0024 A1080 Mirror, Posture Existing 1E-106D PTEA1 OT Special Treatement R0025 M3070 Hamper, Linen Existing 1E-106D PTEA1 OT Special Treatement R0026 F0340 Stool, Self-Adjusting Existing 1E-106D PTEA1 OT Special Treatement R0027 R0003 NK Table Existing 1E-106E PTEA1 OT Special Treatement E0960 E0960 Cart, Lockable, Mobile 42" h x 49" w x 22" d New

EQUIPMENT SCHEDULE - PMRS

CFCI

OFOI

OFOI

OFOI

OFOI

OFOI

OFOI

OFOI

OFOI

OFOI

CFCI

OFOI

OFOI

OFOI

CFCI

OFOI

OFOI

OFOI

OFOI

OFOI

OFOI

OFOI

OFOI

OFOI

OFOI

OFOI

OFOI

OFOI

OFOI

OFOI

OFOI

OFOI

OFOI

OFOI

CFCI

ROOM NUMBER ROOM CODE ROOM NAME ITEM NUMBER JSN CODE DESCRIPTION MANUFACTURER MODEL EXISTING CODE PURCHASE/INSTALL

2E-221 CSDE3 Decontamination UW565 Cleaner, Ultrasonic, Console, DBL CHMBR, CAB, F-S Belimed UW565 New 2E-221 CSDE3 Decontamination SNKDCN01 Sink, Decontam, 3 basin, Height Adjustable Blickman PS9625 New 2E-221 CSDE3 Decontamination SNKDCN02 Sink, Decontam, 2 basin, Height Adjustable Blickman PS9637 New 2E-221 CSDE3 Decontamination E0975 Cart, Wire, Mobile Metro New 2E-221 CSDE3 Decontamination E0975 Cart, Wire, Mobile Metro New 2E-221 CSDE3 Decontamination ACNO3 Sink, Decon Basin Belimed PS9613 2E-222A CSWS3 Scope Wash S2627 Washer, Fiber Scope Medivators,Inc DSD-3008 Edge New 2E-222A CSWS3 Scope Wash S2627 Washer, Fiber Scope Medivators,Inc DSD-3008 Edge New 2E-222B SRE01 Clean Scope Storage M3160 Cabinet, Storage, Hanging Scopes Innerspace 3800 New 2E-222B SRE01 Clean Scope Storage M3160 Cabinet, Storage, Hanging Scopes Innerspace 3800 New 2E-226 CWSH1 Manual Equipment Wash S4300 Steam Gun TBD TBD 2E-228 LBWA1 Detergent - Water Treatment K2020 Dispenser, Detergent, Automatic Steris TBD with sterilizer New 2E-230 CSIA2 Central Sterile - Inst Assembly 100NX Sterilizer, Low-temp, Large Volume ASP Sterrad 100NX New 2E-230 CSIA2 Central Sterile - Inst Assembly 100NX Sterilizer, Low-temp, Large Volume ASP Sterrad 100NX New 2E-230 CSIA2 Central Sterile - Inst Assembly S0395 Loading Car and…