36E77618R0052-004.pdf

PDF 13 MB Posted Mar 21, 2018

Attached to: Correct Life Safety Deficiencies Construction Iowa City
Solicitation number: 36E77618R0052
Issued by: Department of Veterans Affairs Headquarters

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36E77618R0052 ATTACHMENT 2 - Final Drawings Volume 1 - Pages 26 thru 51 - 2-15-18.pdf

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Fi le n am e:

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FULLY SPRINKLERED100% BID DOCUMENTS -

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

1343 South 75th Street | Omaha, NE 68124-1610 | 402.391.2111 | www.kharch.com

AE Project #

171-005

AutoCAD SHX Text S10

AutoCAD SHX Text

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

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NEW BEAM SUPPORTED @ EXISTING COLUMN

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

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NEW BEAM ALONG SIDE EXSTING BEAM

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

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STAIR AT LANDING SECTION

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

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SLAB/STAIR SLAB CONNECTION TO WALL

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

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BEAM CONNECTION TO WALL

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

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REBAR PLACEMENT AT BEAM TO COLUMN INTERSECTION

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SEE PLAN

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T.O.S. EL.

AutoCAD SHX Text 7/8"%%c

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AutoCAD SHX Text W27

AutoCAD SHX Text W8, W10

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BOLT SIZE

AutoCAD SHX Text 3/4"%%c

AutoCAD SHX Text 1 1/2"

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BOLT SCHEDULE

AutoCAD SHX Text W12

AutoCAD SHX Text W14 & W16

AutoCAD SHX Text W18

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BEAM SIZE

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NO. OF BOLTS

AutoCAD SHX Text 5/16

AutoCAD SHX Text L

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COL

AutoCAD SHX Text W24

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3" (TYP.)

AutoCAD SHX Text 1 1/2"

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INTO PIPE OR TUBE COLUMN

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NO SCALE

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TYP. STEEL BEAM FRAMING

AutoCAD SHX Text 3/8" x 4" TAB PL.

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COL. -SEE PLAN

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BOLTS - SEE SCHEDULE

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ALL BOLTS = A325-N, SNUGTIGHT

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NO SCALE

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TYP. BEAM TO GIRDER CONN. DETAIL

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MIN. NO. OF BOLTS

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BEAM SIZE

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(1/2 EACH ANGLE)

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AutoCAD SHX Text W27

AutoCAD SHX Text W21, W24

AutoCAD SHX Text W14, W16, W18

AutoCAD SHX Text W8, W10, W12

AutoCAD SHX Text

BEAM CONNECTION BOLT TABLE

AutoCAD SHX Text 1/4

AutoCAD SHX Text AT CONTRACTORS OPTION CLIP ANGLES MAY BE BOLTED TO BEAM (PROVIDE REQ'D. WRENCH CLEARANCE)

AutoCAD SHX Text

BEAM

AutoCAD SHX Text

SUPPORTING GIRDER

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3/4" A325 BOLTS SEETABLE BELOW

AutoCAD SHX Text 3 1/2 x 3 1/2 x 5/16" DOUBLE ANGLES (MINIMUM)

AutoCAD SHX Text NOTES: 1) ALL BOLTED CONNECTIONS, UNLESS DETAILED OTHERWISE, SHALL BE MADE w/ 3/4" BOLTS CONFORMING TO A.S.T.M. A325AND TIGHTENED "SNUG TIGHT". 2) THIS TABLE IS TYPICAL EXCEPT WHERE SPECIFICALLY DETAILED OTHERWISE.

AutoCAD SHX Text

AutoCAD SHX Text 5x 3 1/2x 5/16x 9" LG.

AutoCAD SHX Text 5x 3 1/2x 5/16x 6" LG.

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DOUBLE ANGLES

AutoCAD SHX Text 1/4

AutoCAD SHX Text

EMBED PLATE DETAIL

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NO SCALE

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BEAM SIZE

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SCHEDULE

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NO. OF STUDS

AutoCAD SHX Text PLATE SIZE ("L"x"W")

AutoCAD SHX Text 1'-6" x 1'-0" x 3/4"

AutoCAD SHX Text

AutoCAD SHX Text W14, W16, W18

AutoCAD SHX Text W8, W10, W12

AutoCAD SHX Text 2'-0" x 1'-0" x 3/4"

AutoCAD SHX Text

AutoCAD SHX Text 3/4" x 8" HEADEDSTUDS @ 6"o.c. EA. WAY (NUMBER OF ROWS & NUMBERS OF STUDS PER ROW AS DETERMINED BY TOTAL NO. OF STUDS IN SCHEDULE BELOW)

AutoCAD SHX Text SCHEDULED EMBED (CENTER ON BEAM EXCEPT WHERE NOT POSSIBLE @ CORNER OR END OF WALL)

AutoCAD SHX Text

FACE OF WALL OR PILASTER

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1/2" END RETURNS

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BEAM - SEE PLAN

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(2) - 3/4" BOLTS INLONG SLOTTED HOLES

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(2) L5x3 1/2 (LENGTH & THICKNESS PER SCHEDULE BELOW)

AutoCAD SHX Text

ERECTION ANGLE

AutoCAD SHX Text 6" @ W10 10" @ W14 12" @ W16 14" @ W18

AutoCAD SHX Text

1/2" RETURN @ TOP

AutoCAD SHX Text NOTES: 1) AT LOCATIONS NOTED ON FRAMING PLANS, USE SINGLE ANGLE 5x3x3/8, WELDED TO EMBED PLATE THUS:

AutoCAD SHX Text 1/4

AutoCAD SHX Text

FULL LENGTH WELD @ TOP & BOT.

AutoCAD SHX Text 1/4

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

TYP. EXTERIOR STEEL STUD BRACING DETAIL

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STEEL STUD

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(2)-600S162-43 JAMB STUDS

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%%UJAMB

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%%UHEAD

AutoCAD SHX Text BOX HEADER COMPRISED OF (2)-600S162-43 STUDS & (2)-600T200-68 RUNNER TRACKS CONNECT EA. COMPONENT TO JAMB STUDS W/ (4)-#10 TEKS

AutoCAD SHX Text

6'-4" MAX. R.O.

AutoCAD SHX Text

CONNECT JAMB STUDS

AutoCAD SHX Text

W/ 4" LONG RUNNER

AutoCAD SHX Text TRACK @ 4'-0"c/c

AutoCAD SHX Text

(2)-#10 TEK, TYP.

AutoCAD SHX Text

LIGHT GAGE HEAD/SILL SUPPORT DETAIL

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text S10

AutoCAD SHX Text 2"

AutoCAD SHX Text 1/2"

AutoCAD SHX Text NOTES: 1. SOLID BRIDGING SHALL BE LOCATED AT EACH END OF WALL, ADJACENT TO WALL OPENINGS, AND AT 4'-0"o.c. MAX. 2. LINES OF STRAP BRACING SHALL BE LOCATED @ 4'-0"o.c. MAX. ON BOTH SIDES OF WALL. 3. USE (1) SCREW @ EACH STUD, & (4) SCREWS @ EACH SOLID BRIDGING.

AutoCAD SHX Text

SOLID BRIDGING (600T125-43)

AutoCAD SHX Text

#10 TEK SCREWS -SEE NOTE 3

AutoCAD SHX Text 1 1/2"x20 GA. STRAP BRACING (BOTH SIDES OF STUD)

AutoCAD SHX Text

CONCRETE SLAB SEE PLAN FOR THICKNESS & REINF.

AutoCAD SHX Text

CONCRETE BEAM SEE PLAN FOR SIZE & REINF.

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(E) CONCRETE COLUMN SIZE VARIES FROM FLOOR TO FLOOR

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(E) CONCRETE FLOOR JOIST SYSTEM

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CONCRETE SLAB SEE PLAN FOR THICKNESS & REINF.

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CONCRETE BEAM SEE PLAN FOR SIZE & REINF.

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(E) CONCRETE EDGE BEAM

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(E) CONCRETE JOIST & SLAB SYSTEM

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HILTI HIT HY200 EPOXY ANCHORAGE OF SLAB BAR W/ 4" MIN. EMBEDMENT

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HILTI HIT HY200 EPOXY ANCHORAGE OF SLAB BAR W/ 4" MIN. EMBEDMENT

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HILTI HIT HY200 EPOXY ANCHORAGE OF BEAM CONT. BARS W/ 6" MIN. EMBEDMENT

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CONCRETE BEAM SEE PLAN FOR SIZE & REINF.

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CONCRETE SLAB SEE PLAN FOR THICKNESS & REINF.

AutoCAD SHX Text

CIP CONCRETE STAIR SECTION W/ #5 @ 12" O.C. EA. WAY

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THREADED FEMALE REBAR DOWEL SPLICE @ EA. CONT. BAR

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THREADED MALE END BENT DOWEL BAR @ 12" O.C.

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CONCRETE SLAB SEE PLAN FOR THICKNESS & REINF.

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CONCRETE WALL SEE PLAN FOR THICKNESS & REINF.

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THREADED FEMALE REBAR DOWEL ANCHORAGE TO MATCH SLAB REINF. SIZE & SPACING

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THREADED MALE REBAR DOWEL TO MATCH SLAB REINF. SIZE & SPACING

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CONCRETE BEAM SEE PLAN FOR THICKNESS & REINF.

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CONCRETE WALL SEE PLAN FOR THICKNESS & REINF.

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THREADED FEMALE REBAR DOWEL ANCHORAGE TO MATCH BEAM REINF. SIZE & LOCATION

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THREADED MALE REBAR DOWEL TO MATCH BEAM REINF. SIZE

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CONCRETE JOIST SEE PLAN FOR SIZE & REINF.

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CONCRETE SLAB SEE PLAN FOR THICKNESS & REINF.

AutoCAD SHX Text

BRICK VENEER SEE ARCH

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CONCRETE BEAM SEE PLAN FOR SIZE & REINF.

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600S162-54 METAL STUDS @ 16" O.C.

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FRAMING SECTION @ LOW ROOF/COORIDOR

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NO SCALE

AutoCAD SHX Text S10

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600T162-54 BOT. TRACK W/ (2) 0.117" DIA. P.A.F. @ 16" O.C.

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CONCRETE JOIST SEE PLAN FOR SIZE & REINF.

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CONCRETE SLAB SEE PLAN FOR THICKNESS & REINF.

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CONCRETE BEAM SEE PLAN FOR SIZE & REINF.

AutoCAD SHX Text

6" CONCRETE WALL W/ (3) #5 HORIZ. & #5 VERT. BENT BAR @ 12" O.C.

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FRAMING SECTION @ LOW ROOF/COORIDOR

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NO SCALE

AutoCAD SHX Text S10

AutoCAD SHX Text

ELEV. = 221'-2 3/4"

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ELEVENTH FLR/ROOF LINE

AutoCAD SHX Text

ELEV. = SEE ARCH

AutoCAD SHX Text

T.O. PARAPET

AutoCAD SHX Text

CIP CONC BEAM - SEE PLAN

AutoCAD SHX Text

BRICK VENEER - SEE ARCH

AutoCAD SHX Text

FRAMING SECTION @ FLOOR LINE

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text S10

AutoCAD SHX Text 600S162-54 METAL STUDS @ 16"o.c.

AutoCAD SHX Text 16GA 6" SLIP TRACK w/1/2" DEFLECTION ALLOWANCE w/1/4" TAPCON SCREWS @ 16"o.c. ALTERNATE EACH SIDE OF TRACK

AutoCAD SHX Text RIGID STUD CLIP @ EA STUD w/2000# IN MOMENT CAP

AutoCAD SHX Text 600S162-54 PARAPET WALL STUDS @ 16"o.c.

AutoCAD SHX Text

CONC SLAB - SEE PLAN

AutoCAD SHX Text L7x4x3/8xCONT LLH BRICK LEDGE w/5/8"Ø SCREW ANCHOR @ 24"o.c. w/1500# SHEAR AND 3500# TENSILE CAPACITY

AutoCAD SHX Text

ELEV. = SEE PLAN

AutoCAD SHX Text

FLOOR LINE

AutoCAD SHX Text

CIP CONC BEAM - SEE PLAN

AutoCAD SHX Text

BRICK VENEER - SEE ARCH

AutoCAD SHX Text 600S162-54 METAL STUDS @ 16"o.c.

AutoCAD SHX Text 16GA 6" SLIP TRACK w/1/2" DEFLECTION ALLOWANCE w/1/4" TAPCON SCREWS @ 16"o.c. ALTERNATE EACH SIDE OF TRACK

AutoCAD SHX Text RIGID STUD CLIP @ EA STUD w/2000# IN MOMENT CAP

AutoCAD SHX Text 600S162-54 PARAPET WALL STUDS @ 16"o.c.

AutoCAD SHX Text

CONC SLAB - SEE PLAN

AutoCAD SHX Text L7x4x3/8xCONT LLH BRICK LEDGE w/5/8"Ø SCREW ANCHOR @ 24"o.c. w/1500# SHEAR AND 3500# TENSILE CAPACITY

AutoCAD SHX Text

FRAMING SECTION @ PARAPET

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text S10

AutoCAD SHX Text L8x6x7/16xCONT - SEAT ANGLE w/5/8"Ø SCREW ANCHORS w/1500# SHEAR & TENSILE SIMULTANEOUS CAPACITY @ 24"o.c.

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

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AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

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AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

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AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

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AutoCAD SHX Text F

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AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 636A8-16-006

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IOWA CITY VA HEALTH CARE SYSTEM

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CORRECT LIFE

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SAFETY DEFICIENCIES

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19 SEPTEMBER 2017

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VAPAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text Volume 1 of 2

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FRAMING DETAILS

AutoCAD SHX Text S10

AutoCAD SHX Text

XXX

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XXX

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J0.9

FULLY SPRINKLERED100% BID DOCUMENTS -

Scale: 1/4"=1'-0"Scale: 1/8"=1'-0"Scale: 1/2"=1'-0"Scale: 3/8"=1'-0"Scale: 3/4"=1'-0"Scale: 1"=20'-0"Scale: 3/16"=1'-0"Scale: 3/32"=1'-0"Scale: 1"=1'-0"Scale: 1-1/2"=1'-0"Scale: 1/16"=1'-0"

1343 South 75th Street | Omaha, NE 68124-1610 | 402.391.2111 | www.kharch.com

AE Project #

171-005

Fi le n am e:

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AutoCAD SHX Text S11

AutoCAD SHX Text

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

AutoCAD SHX Text

FRAMING SECTION @ FLOOR LINE

AutoCAD SHX Text

CURTAIN WALL ASSEMBLY - SEE ARCH

AutoCAD SHX Text

C.I.P. CONC. BEAM - SEE PLAN

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CURTAIN WALL ANCHOR BY MANUF.

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CONC. SLAB - SEE PLAN

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CURTAIN WALL ANCHOR BY MANUF.

AutoCAD SHX Text

INSULATED SPANDREL GLASS

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CURTAIN WALL ASSEMBLY - SEE ARCH

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CONC. SLAB - SEE PLAN

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6" GLAZED ALUMINUM CURTAIN WALL FRAMING

AutoCAD SHX Text S11

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

AutoCAD SHX Text

FRAMING SECTION @ CURTAIN WALL

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BRICK VENEER - SEE ARCH

AutoCAD SHX Text

12" CONC. WALL -SEE ELEV. FOR REINF.

AutoCAD SHX Text 7x4x3/8xCONT. BRICK LEDGE w/5/8" SCREW ANCHOR @ 24"o.c.w/ 1500# SHEAR & 3500# TENSILE SIMULTANEOUS CAPACITY.

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CONC. SLAB - SEE PLAN

AutoCAD SHX Text S11

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

AutoCAD SHX Text

FRAMING SECTION @ PARAPET

AutoCAD SHX Text 600T162-54 PARAPET WALL STUDS @ 16"o.c.

AutoCAD SHX Text RIGID STUD CLIP @ EA. STUD w/ 2000# MOMENT CAP.

AutoCAD SHX Text

C.I.P CONC. BEAM - SEE PLAN

AutoCAD SHX Text

ELEVENTH FLR/ROOF LINE ELEV. = SEE PLAN

AutoCAD SHX Text

T.O. CURTAIN WALL ELEV. = SEE ARCH

AutoCAD SHX Text

FLOOR LINE ELEV. = SEE PLAN

AutoCAD SHX Text

ELEVENTH FLR/ROOF LINE ELEV. = SEE PLAN

AutoCAD SHX Text

T.O. PARAPET ELEV. = SEE ARCH

AutoCAD SHX Text

EXISTING PACT BUILDING STRUCTURE

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CONCRETE FORMWORK TO BE REMOVED

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EXISTING PARAPET STRUCTURE

AutoCAD SHX Text S11

AutoCAD SHX Text

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

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FRAMING SECTION @ PARAPET

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CONC. ROOF STRUCTURE - SEE PLAN

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INT. METAL STUD WALL - SEE PLAN

AutoCAD SHX Text 3 5/8" 16 GA. SLIP TRACK w/ 1/2" ALLOWABLE DEF.

AutoCAD SHX Text 362S162-54 PARAPET STUDS @ 16"o.c.

AutoCAD SHX Text

T.O. ROOF SLAB ELEV. = SEE PLAN

AutoCAD SHX Text

CURTAIN WALL ASSEMBLY - SEE ARCH

AutoCAD SHX Text L8x6x7/16xCONT - SEAT ANGLE w/5/8"Ø SCREW ANCHORS w/1500# SHEAR & TENSILE SIMULTANEOUS CAPACITY @ 24"o.c.

AutoCAD SHX Text

SEE ARCH

AutoCAD SHX Text

T.O. CONC WALL

AutoCAD SHX Text

SEE PLAN

AutoCAD SHX Text

T.O. SLAB

AutoCAD SHX Text

SEE 4/S17 FOR SLAB TO WALL CONN

AutoCAD SHX Text

CONC. WALL - SEE ELEV.

AutoCAD SHX Text L4x4x1/4xCONT DECK SUPPORT ANGLE w/5/8"Ø SCREW ANCHORS w/600# SHEAR & 600# TENSILE SIMULTANEOUS CAPACITY @ 24"o.c.

AutoCAD SHX Text

METAL ROOF DECK

AutoCAD SHX Text

ATTACHMENT OF CURTAIN WALL TO STEEL ANGLE BY CURTAIN WALL SUPPLIER

AutoCAD SHX Text S11

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

AutoCAD SHX Text

FRAMING SECTION @ CURTAIN WALL

AutoCAD SHX Text L4x4x1/4xCONT DECK SUPPORT ANGLE w/5/8"ØSCREW ANCHORS @ 24"o.c. w/600# SHEAR AND TENSILE SIMULTANEOUS CAPACITY

AutoCAD SHX Text 3"

AutoCAD SHX Text

CONCRETE ROOF STRUCTURE - SEE PLAN

AutoCAD SHX Text ANCHORAGE ANGLE BY CURTAIN WALL SUPPLIER - ANCHOR TO PERIMETER CONCRETE BEAM w/(2)5/8"Ø SCREW ANCHORS w/600# MIN TENSILE CAPACITY EA.

AutoCAD SHX Text

CURTAIN WALL ASSEMBLY - SEE ARCH

AutoCAD SHX Text

METAL ROOF DECK - SEE PLAN

AutoCAD SHX Text S11

AutoCAD SHX Text

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

AutoCAD SHX Text

FRAMING SECTION @ CURTAIN WALL

AutoCAD SHX Text CONC SLAB POURED OVER BEAM TO MATCH TYP FLOOR SLAB w/(2)#4 CONT BARS & #3 U-BAR DOWELED INTO BEAM @ 18"o.c.

AutoCAD SHX Text

1 5/8" OPEN BAR GRATING - SEE PLAN

AutoCAD SHX Text L4x4x1/4xCONT AROUND PERIMETER w/5/8"Ø SCREW ANCHORS @ 24"o.c. w/500# SHEAR & 500# TENSILE SIMULTANEOUS CAPACITY

AutoCAD SHX Text

CONC SLAB - SEE PLAN

AutoCAD SHX Text

CONC BEAM - SEE PLAN

AutoCAD SHX Text S11

AutoCAD SHX Text

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

AutoCAD SHX Text

FRAMING SECTION @ FLOOR GRATE

AutoCAD SHX Text

SEE DETAIL 15/S10 FOR ROOF PERIMETER INFO

AutoCAD SHX Text PL 1/2x10x0'-10" w/(4)5/8"Ø SCREW ANCHORS w/1000# TENSILE & 500# SHEAR SIMULTANEOUS CAPACITY EA

AutoCAD SHX Text

HANDRAIL - SEE ARCH

AutoCAD SHX Text

5" CONC SLAB - SEE PLAN FOR GENERAL REINF

AutoCAD SHX Text 3/16

AutoCAD SHX Text S11

AutoCAD SHX Text

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

AutoCAD SHX Text

FRAMING SECTION @ FLOOR GRATE

AutoCAD SHX Text

BRICK VENEER - SEE ARCH

AutoCAD SHX Text

12" CONC. WALL -SEE ELEV. FOR REINF.

AutoCAD SHX Text 7x4x3/8xCONT. BRICK LEDGE w/5/8" SCREW ANCHOR @24"o.c. w/ 1500# SHEAR & 3500# TENSILE CAPACITY.

AutoCAD SHX Text

CONC. SLAB - SEE PLAN

AutoCAD SHX Text S11

AutoCAD SHX Text

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

AutoCAD SHX Text

FRAMING SECTION @ PARAPET

AutoCAD SHX Text

FLOOR LINE ELEV. = SEE PLAN

AutoCAD SHX Text

LIGHT GAGE SOFFIT FRAMING SEE ARCH FOR GEOMETRY

AutoCAD SHX Text S11

AutoCAD SHX Text

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

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

B.O. METAL PANEL ELEV. = 112'-1"

AutoCAD SHX Text

W-BEAM - SEE PLAN

AutoCAD SHX Text

METAL ROOF DECK - SEE PLAN

AutoCAD SHX Text

6" 18 GA. CONT. STEEL TRACK

AutoCAD SHX Text CONT. 18 GA. TRACK w/#10 TEK SCREW TO EA. KICKER FLANGE

AutoCAD SHX Text 3 5/8" 18 GA. KICKER @ 48"o.c. w/(3)#10 TEK SCREWS TO STUD

AutoCAD SHX Text

CURTAIN WALL FRAME - SEE ARCH

AutoCAD SHX Text

ATTACHMENT OF CURTAIN WALL FRAME TO STUD TRACK BY CURTAIN WALL SUPPLIER

AutoCAD SHX Text 6" 18 GA. METAL STUDS @ 16"o.c.

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 636A8-16-006

AutoCAD SHX Text

IOWA CITY VA HEALTH CARE SYSTEM

AutoCAD SHX Text

CORRECT LIFE

AutoCAD SHX Text

SAFETY DEFICIENCIES

AutoCAD SHX Text

19 SEPTEMBER 2017

AutoCAD SHX Text

VAPAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text Volume 1 of 2

AutoCAD SHX Text

FRAMING DETAILS

AutoCAD SHX Text S11

AutoCAD SHX Text

XXX

AutoCAD SHX Text

XXX

AutoCAD SHX Text

27 28

FULLY SPRINKLERED100% BID DOCUMENTS -

Scale: 1/4"=1'-0"Scale: 1/8"=1'-0"Scale: 1/2"=1'-0"Scale: 3/8"=1'-0"Scale: 3/4"=1'-0"Scale: 1"=20'-0"Scale: 3/16"=1'-0"Scale: 3/32"=1'-0"Scale: 1"=1'-0"Scale: 1-1/2"=1'-0"Scale: 1/16"=1'-0"

1343 South 75th Street | Omaha, NE 68124-1610 | 402.391.2111 | www.kharch.com

AE Project #

171-005

Fi le n am e:

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AutoCAD SHX Text

ELEV. = SEE PLAN

AutoCAD SHX Text

T.O. CONCRETE

AutoCAD SHX Text

ELEV. = SEE ARCH

AutoCAD SHX Text

T.O. PARAPET

AutoCAD SHX Text

ELEV. = 113'-7 5/8"

AutoCAD SHX Text

DECK BEARING

AutoCAD SHX Text 600S162-54 METAL STUDS @ 16"o.c.

AutoCAD SHX Text S12

AutoCAD SHX Text

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

AutoCAD SHX Text

FRAMING SECTION @ PARAPET

AutoCAD SHX Text

(4)#8 TEK SCREWS

AutoCAD SHX Text L3x3x18GAxCONT w/#8 TREK SCREW EA LEG TO EA STUD

AutoCAD SHX Text 362S162-54 KICKERS @ 32"o.c. w/(4)#8 TEK SCREWS @ EA END

AutoCAD SHX Text

CURTAIN WALL ASSEMBLY - SEE ARCH

AutoCAD SHX Text

CONC ROOF BEAM - SEE PLAN

AutoCAD SHX Text

METAL ROOF DECK - SEE PLAN

AutoCAD SHX Text 600S162-54 METAL STUDS @ 16"o.c.

AutoCAD SHX Text 600T200-54 TRACK T&B w/#10TEK SCREWS EA FLANGE TO EA STUD & (2)P.A.F. @ 16"o.c. TO CONC BEAM w/400# TENSILE & 200# SHEAR CAP EA

AutoCAD SHX Text S12

AutoCAD SHX Text

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

AutoCAD SHX Text

FRAMING SECTION @ PARAPET

AutoCAD SHX Text

ELEV. = 113'-7 5/8"

AutoCAD SHX Text

T.O. STEEL

AutoCAD SHX Text 600S162-54 METAL STUDS @ 16"o.c.

AutoCAD SHX Text L4x4x xCONT. ROOF EDGE ANGLE14xCONT. ROOF EDGE ANGLE

AutoCAD SHX Text

METAL ROOF DECK - SEE PLAN

AutoCAD SHX Text L3x3x KICKER 14 KICKER @ 48"o.c. TO TOP FLANGE OF ADJACENT BEAM

AutoCAD SHX Text 3/16

AutoCAD SHX Text

W BEAM SEE PLAN

AutoCAD SHX Text

ELEV. = SEE ARCH

AutoCAD SHX Text

T.O. PARAPET

AutoCAD SHX Text

W BEAM SEE PLAN

AutoCAD SHX Text PL X4x4 EA. 14X4x4 EA. END OF KICKER

AutoCAD SHX Text

TYP.

AutoCAD SHX Text 3/16

AutoCAD SHX Text S12

AutoCAD SHX Text

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

AutoCAD SHX Text

CANOPY EDGE BEAM SUPPORT DETAIL

AutoCAD SHX Text

W BEAM SEE PLAN W/ STD. DOUBLE ANGLE CONN. TO BRACKET BEAM

AutoCAD SHX Text L3x3x xCONT. EDGE ANGLE 14xCONT. EDGE ANGLE ALONG BEAM W/ ATTACHMENT TO STUD BY STUD SUPPLIER

AutoCAD SHX Text L3x2x xCONT. (LLV) EDGE ANGLE 14xCONT. (LLV) EDGE ANGLE ALONG BEAM W/ ATTACHMENT TO STUD BY STUD SUPPLIER

AutoCAD SHX Text 600S162-54 METAL STUDS @ 16"o.c.

AutoCAD SHX Text

BRACKET BEAM SEE PLAN

AutoCAD SHX Text PL x10x1'-3" W/ (6) 12x10x1'-3" W/ (6) 34" DIA.x6" LONG HEADED STUDS

AutoCAD SHX Text 1/4

AutoCAD SHX Text

CIP CONCRETE COLUMN SEE PLAN

AutoCAD SHX Text

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

AutoCAD SHX Text

CONCRETE COLUMN SEE PLAN AND COLUMN SCHEDULE FOR SIZE & REINFORCEMENT

AutoCAD SHX Text FEMALE REBAR DOWEL SPLICES TO MATCH COLUMN VERTICAL STEEL SIZE. DOWELS TO EXTEND INTO COLUMN A MINIMUM OF THE BAR DEVELOPMENT LENGTH. CAP FEMALE END OF BAR DOWEL

AutoCAD SHX Text

FUTURE COLUMN EXTENSION DETAIL

AutoCAD SHX Text

CIP CONCRETE SLAB & PAN JOIST SYSTEM

AutoCAD SHX Text S12

AutoCAD SHX Text

EXISTING CONCRETE SLAB & JOIST SYSTEM W/ OPENING CUT IN SLAB

AutoCAD SHX Text

INFILL SLAB OPENING W/ CONCRETE TO MATCH SLAB MIX DESIGN

AutoCAD SHX Text

(2) L2x2x ANGLES W/ 18 316 ANGLES W/ 18 GAGE STEEL PLATE AT UNDERSIDE OF SLAB OPENING & 12" DIA. SCREW ANCHORS EA. END OF ANGLE INTO (E) SLAB

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 636A8-16-006

AutoCAD SHX Text

IOWA CITY VA HEALTH CARE SYSTEM

AutoCAD SHX Text

CORRECT LIFE

AutoCAD SHX Text

SAFETY DEFICIENCIES

AutoCAD SHX Text

19 SEPTEMBER 2017

AutoCAD SHX Text

VAPAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text Volume 1 of 2

AutoCAD SHX Text

FRAMING DETAILS

AutoCAD SHX Text S12

AutoCAD SHX Text

XXX

AutoCAD SHX Text

XXX

AutoCAD SHX Text

242322 AA.3 BB CC

0.9

0.7

0.8

08 09

FULLY SPRINKLERED100% BID DOCUMENTS -

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

1343 South 75th Street | Omaha, NE 68124-1610 | 402.391.2111 | www.kharch.com

AE Project #

171-005

09.19.17

AutoCAD SHX Text

LAUNDRY

AutoCAD SHX Text

CHUTE

AutoCAD SHX Text F-3

AutoCAD SHX Text

BW26

AutoCAD SHX Text

DIRECTOR

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PATH & LAB

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BW22

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PATH & LAB

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CLERICAL

AutoCAD SHX Text

BW24

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PATH STAFF

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OFFICE

AutoCAD SHX Text

BW120

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IMMUNOLOGY/HEMTOLOGY/CHEMISTRY

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LAB

AutoCAD SHX Text

BW119B

AutoCAD SHX Text

REAGENT

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MEDIA PREP

AutoCAD SHX Text

BW120B

AutoCAD SHX Text

GLASSWATCH/

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STERILE

AutoCAD SHX Text

BCW04

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text

BW25

AutoCAD SHX Text

LAB

AutoCAD SHX Text

MANAGER

AutoCAD SHX Text

BW25A

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

BW23

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PATH STAFF

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

BW21

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PATH STAFF

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text

BW19

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RESTROOM

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BW20

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RESTROOM

AutoCAD SHX Text

BW17

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DOCTOR/LAB

AutoCAD SHX Text

SECRETARY

AutoCAD SHX Text

BW16

AutoCAD SHX Text

QUAL. MAN.

AutoCAD SHX Text

ANC. TESTING

AutoCAD SHX Text

BW15

AutoCAD SHX Text

BREAKROOM

AutoCAD SHX Text

BW18

AutoCAD SHX Text

AUTH. STAFF

AutoCAD SHX Text

ONLY

AutoCAD SHX Text

BW15A

AutoCAD SHX Text

BCW03A

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text

BST04

AutoCAD SHX Text

STAIR

AutoCAD SHX Text

BCW03

AutoCAD SHX Text

CORRIDOR

AutoCAD SHX Text

BW13

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BIOLOGICAL

AutoCAD SHX Text

SAFETY

AutoCAD SHX Text

CABINET

AutoCAD SHX Text

BW11

AutoCAD SHX Text

BW11A

AutoCAD SHX Text

BW12A

AutoCAD SHX Text

BW12

AutoCAD SHX Text

BW05C

AutoCAD SHX Text

BW10

AutoCAD SHX Text

BCW02

AutoCAD SHX Text

BW06

AutoCAD SHX Text

BW09

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BW05B

AutoCAD SHX Text

BCW01

AutoCAD SHX Text

BW08D

AutoCAD SHX Text

BW08

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BW08C

AutoCAD SHX Text

BW08B

AutoCAD SHX Text

BW08A

AutoCAD SHX Text

BC03

AutoCAD SHX Text

BW102B

AutoCAD SHX Text

BW120C

AutoCAD SHX Text

BW102

AutoCAD SHX Text

DW-1

AutoCAD SHX Text C1

AutoCAD SHX Text C2

AutoCAD SHX Text

EXISTING CEILING

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 636A8-16-006

AutoCAD SHX Text

IOWA CITY VA HEALTH CARE SYSTEM

AutoCAD SHX Text

CORRECT LIFE

AutoCAD SHX Text

SAFETY DEFICIENCIES

AutoCAD SHX Text

19 SEPTEMBER 2017

AutoCAD SHX Text

VAPAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text

KEY PLAN

AutoCAD SHX Text

AREA OF WORK

AutoCAD SHX Text

BLDG. 1

AutoCAD SHX Text

BLDG. 7

AutoCAD SHX Text

BLDG. 21

AutoCAD SHX Text Volume 1 of 2

AutoCAD SHX Text

BASEMENT DEMOLITION PLAN

AutoCAD SHX Text

AD1-00W

AutoCAD SHX Text

NAS

AutoCAD SHX Text

KJH

AutoCAD SHX Text

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

AutoCAD SHX Text 8'

AutoCAD SHX Text 4'

AutoCAD SHX Text

AutoCAD SHX Text 8'

AutoCAD SHX Text

BASEMENT DEMOLITION PLAN

AutoCAD SHX Text N

AutoCAD SHX Text

DEMOLITION PLAN KEYNOTES

AutoCAD SHX Text

AutoCAD SHX Text REMOVE CONC. WALL FROM PIER TO PIER FOR NEW OPENING. REMOVE WALL AND COUNTER REMOVE WALL AS SHOWN REMOVE FOUNDATION WALL AND FOOTING REMOVE CEILING REMOVE MARKER BOARD EXISTING FIBER OPTIC LINE. PROTECT DURING CONSTRUCTION. SEE STRUCTURAL FOR ADDITIONAL INFORMATION. UNDERGROUND ELECTRICAL CONDUIT TO BE REMOVED. SEE ELECTRICAL FOR ADDITIONAL NOTES. UNDERGROUND COMMUNICATION DUCT BANK TO REMAIN. PROTECT DURING CONSTRUCTION.

AutoCAD SHX Text

1. COORDINATE SCHEDULE OF ALL DEMOLITION WITH GOVERNMENT. COORDINATE SCHEDULE OF ALL DEMOLITION WITH GOVERNMENT. 2. ALL ITEMS SHOWN DASHED BOLD TO BE REMOVED COMPLETE UNLESS ALL ITEMS SHOWN DASHED BOLD TO BE REMOVED COMPLETE UNLESS OTHERWISE NOTED (UON). 3. TEMPORARY CONSTRUCTION WALLS ARE SHOWN WITH WALL TYPE 5A TEMPORARY CONSTRUCTION WALLS ARE SHOWN WITH WALL TYPE 5A OR 5B. WALLS SHALL BE INSTALLED PRIOR TO ANY DEMOLITION COMMENCING. 4. SALVAGE PORTION OF REMOVED FACE BRICK VENEER FOR WINDOW SALVAGE PORTION OF REMOVED FACE BRICK VENEER FOR WINDOW INFILLS. 5. REMOVE INTERIOR SIGNS ON WALLS TO BE REMOVED OR AS NOTED REMOVE INTERIOR SIGNS ON WALLS TO BE REMOVED OR AS NOTED PER MANUFACTURER'S INSTRUCTIONS. TURN OVER TO THE GOVERNMENT FOR REINSTALLATION.

AutoCAD SHX Text

DEMOLITION PLAN GENERAL NOTES

AutoCAD SHX Text

DEMOLITION PLAN KEYNOTES

AutoCAD SHX Text

242322 AA.3 BB CC

0.9

0.7

0.8

22 22

5A5A 5A

AP2

FULLY SPRINKLERED100% BID DOCUMENTS -

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

1343 South 75th Street | Omaha, NE 68124-1610 | 402.391.2111 | www.kharch.com

AE Project #

171-005

09.19.17

AutoCAD SHX Text

AutoCAD SHX Text 1W200B

AutoCAD SHX Text

TRIAGE

AutoCAD SHX Text

1CW04A

AutoCAD SHX Text

1CW04B

AutoCAD SHX Text 1W200B

AutoCAD SHX Text 1W200C

AutoCAD SHX Text 1W200D

AutoCAD SHX Text

1CP01B

AutoCAD SHX Text

1CP01A

AutoCAD SHX Text 1W201

AutoCAD SHX Text

RECEPTION

AutoCAD SHX Text 1W200A

AutoCAD SHX Text

PUBLIC

AutoCAD SHX Text

TOILET

AutoCAD SHX Text 1W200A

AutoCAD SHX Text 1W215

AutoCAD SHX Text

EXAM 1

AutoCAD SHX Text 1W216

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PSYCH

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EXAM 2

AutoCAD SHX Text 1W203

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NURSE

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STATION

AutoCAD SHX Text 1W202

AutoCAD SHX Text

GYN EXAM

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ROOM 1

AutoCAD SHX Text 1W204

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EXAM 6

AutoCAD SHX Text 1W202

AutoCAD SHX Text 1W204

AutoCAD SHX Text 1W206

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EXAM 7

AutoCAD SHX Text 1W206

AutoCAD SHX Text 1W208

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MEDS

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PATIENT

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TOILET

AutoCAD SHX Text 1W211

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EXAM 8

AutoCAD SHX Text 1W211

AutoCAD SHX Text 1W212

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EXAM 9

AutoCAD SHX Text 1W212

AutoCAD SHX Text 1C11B

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1CP02

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CORRIDOR

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1CP04

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CORRIDOR

AutoCAD SHX Text 1W207

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NURSE

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CORRIDOR

AutoCAD SHX Text 1W205

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PROVIDER

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WORKROOM

AutoCAD SHX Text 1W205B

AutoCAD SHX Text 1W205A

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CR. CART

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TRAUMA

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ROOM

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EXAM 3

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EXAM 4

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EXAM 5

AutoCAD SHX Text 1W220A

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PATIENT

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TOILET

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OBSERVATION

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ROOM

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NOURISH.

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ALCOVE

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LINEN

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ENTRY

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VESTIBULE

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PATIENT/FAMILY

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WAITING

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VESTIBULE

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1CW07

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WAITING

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SECRETARY/

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WAITING

AutoCAD SHX Text 1W38A

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AMB. CARE

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CHIEF

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1CW07

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CORRIDOR

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WAITING

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1CW04

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CORRIDOR

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TRIAGE 1

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TRIAGE 2

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RECEPTION

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STAFF

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TOILET

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CLEAN

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UTILITY

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TREATMENT

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CUBLICLE 1

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CUBLICLE 2

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CUBLICLE 2

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TREATMENT

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CUBLICLE 1

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HOUSEKEEPING

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SOILED

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UTILITY

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PSYCH

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EXAM/TREATMENT

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NURSE

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STATION

AutoCAD SHX Text 1W175

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MEDICATION

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IC03A

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CORRIDOR

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IC04

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CORRIDOR

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PATIENT

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ROOM

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STORAGE

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RESPIRATORY

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THERAPY

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BEHAVORIAL

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HEALTH

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CASE

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MANAGER

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AutoCAD SHX Text 1W74

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MR SCANNER

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ROOM

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EQUIP

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ROOM

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EQUIP

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CORRIDOR

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GURNEY

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AREA

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CLOSET

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DRESSING

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ROOM

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DRESSING

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ROOM

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WAITING

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RECEPTION

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CONTROL

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1CW07

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ENTRY

AutoCAD SHX Text 1C07

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AutoCAD SHX Text 1C05A

AutoCAD SHX Text 1W116

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CL-1

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1CW06C

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VESTIBULE

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AutoCAD SHX Text Approved: Project Director

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text A

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AutoCAD SHX Text one half inch = one foot

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AutoCAD SHX Text three eighths inch = one foot

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AutoCAD SHX Text one quarter inch = one foot

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VA FORM 08-6231

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AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 636A8-16-006

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IOWA CITY VA HEALTH CARE SYSTEM

AutoCAD SHX Text

CORRECT LIFE

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SAFETY DEFICIENCIES

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19 SEPTEMBER 2017

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VAPAHCS PLANNING AND ENGINEERING

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KEY PLAN

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AREA OF WORK

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BLDG. 1

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BLDG. 7

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BLDG. 21

AutoCAD SHX Text Volume 1 of 2

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FIRST FLOOR DEMOLITION PLAN

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AD2-01W

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NAS

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KJH

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

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FIRST FLOOR DEMOLITION PLAN

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DEMOLITION PLAN GENERAL NOTES

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DEMOLITION PLAN KEYNOTES

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AutoCAD SHX Text SAWCUT OPENINGS IN PRE-CAST CONCRETE SANDWICH PANELS SEE CIVIL SHEET CDI FOR ADDITIONAL DEMOLITION. REMOVE DOOR AND FRAME AND STORE DOOR FOR RE-INSTALLATION. REMOVE 1-STORY VESTIBULE AND ENTRY IN ITS ENTIRETY. REMOVE RAISED FLOORING SYSTEM REMOVE ALL CEILINGS THROUGHOUT MRI SUITE REMOVE 6" CONCRETE FLOOR SLAB WITH THICKENED EDGE REMOVE PACT 1-STORY WAITING/ENTRY IN ITS ENTIRETY. REMOVE CEILING REMOVE CEILING AND STORE GRID FOR REINSTALLATION REMOVE FLOORING REMOVE 12" CONCRETE FLOOR SLAB IN VESTIBULE AND ENTRY SHOWN CROSS-HATCHED REMOVE STORM SEWER AND MANHOLE - SEE CIVIL REMOVE BEAM AND COLUMN REMOVE RF COPPER SHIELDING AND FURRING FROM ALL WALLS, FLOOR AND CEILING. REMOVE RAMP REMOVE WALL FURRING ON EXTERIOR WALLS. THROUGHOUT MRI SUITE EXCEPT AT ELECTRICAL PANELS IN EQUIPMENT ROOM 1W75. REMOVE CUBICLE CURTAIN AND TRACK AND HAND GEL DISPENSER AND STORE FOR RE-INSTALLATION. REMOVE ALL TOILET ACCESSORIES ON THIS WALL AND STORE FOR RE-INSTALLATION. REMOVE CEILING AND SOFFIT. UNDERGROUND ELECTRICAL CONDUIT TO BE REMOVED. SEE ELECTRICAL FOR ADDITIONAL NOTES. UNDERGROUND COMMUNICATION DUCT BANK TO REMAIN. PROTECT DURING CONSTRUCTION. CLEANOUT - SEE CIVIL MRI IS LOCATED IN THIS BUILDING AND WILL REMAIN OPERATIONAL DURING AT LEAST THE BEGINNING OF CONSTRUCTION. COORDINATE WITH GOVERNMENT TO AVOID INTERFERENCE WITH OPERATION. GOVERNMENT TO REMOVE AND STORE WALL MOUNTED T.V. REMOVE EXISTING SIGNAGE PER MANUFACTURES INSTRUCTION AND TURN OVER TO GOVERNMENT FOR REINSTALLATION. SALVAGE AUTOMATIC DOOR OPERATORS AND PUSH PLATES, ALUMINUM DOORS, AND ALUMINUM FRAMES AND TURN OVER TO THE GOVERNMENT.

AutoCAD SHX Text

242322 AA.3 BB CC

0.9

0.7

0.8

FULLY SPRINKLERED100% BID DOCUMENTS -

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

1343 South 75th Street | Omaha, NE 68124-1610 | 402.391.2111 | www.kharch.com

AE Project #

171-005

09.19.17

AutoCAD SHX Text P-101

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BIO-MED

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EQUIP 1

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EXIST. MRI ROOF

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BIO-MED

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EQUIP 1

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EXISTING CEILING

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CONSULTANTS:

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ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

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AutoCAD SHX Text three eighths inch = one foot

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AutoCAD SHX Text

VA FORM 08-6231

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AutoCAD SHX Text F

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AutoCAD SHX Text B

AutoCAD SHX Text A

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AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text 636A8-16-006

AutoCAD SHX Text

IOWA CITY VA HEALTH CARE SYSTEM

AutoCAD SHX Text

CORRECT LIFE

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SAFETY DEFICIENCIES

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19 SEPTEMBER 2017

AutoCAD SHX Text

VAPAHCS PLANNING AND ENGINEERING

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KEY PLAN

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AREA OF WORK

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BLDG. 1

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BLDG. 7

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BLDG. 21

AutoCAD SHX Text Volume 1 of 2

AutoCAD SHX Text

SECOND FLOOR DEMOLITION PLAN

AutoCAD SHX Text

AD3-02W

AutoCAD SHX Text

NAS

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KJH

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

AutoCAD SHX Text 8'

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AutoCAD SHX Text 8'

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SECOND FLOOR DEMOLITION PLAN

AutoCAD SHX Text N

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DEMOLITION PLAN GENERAL NOTES

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DEMOLITION PLAN KEYNOTES

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AutoCAD SHX Text REMOVE FACE BRICK AND STEEL BRICK LEDGE ALONG ENTIRE WEST WALL, TYPICAL ALL LEVELS. REMOVE ROOF AND STRUCTURE.

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