S-2-0 - BASE ROOF FRAMING PLAN.PDF

TYP. @

SCREEN WALL

SIM.

R

Q.3

Q

P.8

P.5

O.8

O.7 O.7

6.5 6.86.25.24.5

P.81

9.7

9.7

8.8

8.8

7.9

7.9

6.4

6.4

6.9

6.9

P.9

Q.4

8'-3" 20'-3" 22'-3" 28'-8"

'-6

'-4

MFC-1

MFC-2

MFC-1

MFC-2

MFC-2

MFC-1

MFC-1

MFC-2

W

X3

W18X40W18X35W18X40

W18X40W18X35W18X40W18X40

W

X3

K4

KS

P4

KS

P4

KS

P4

KS

P1

KS

P1

KS

P1

KS

P2

KS

P3

KS

P3

KS

P3

(5 EQUAL SPACES) (4 EQUAL SPACES) (5 EQUAL SPACES)

6'-5 3/4" ±

2'-1 1/4" ±

6'-1 3/4" ±

1'-3 1/8" ±

14'-0" 26'-4" 8'-7" ± 7'-4 7/8" ±

'-3

9'

-9

'-2

'-1 0"

'-0

1' -2

/8

J/BRG. = (+15'-10 3/4")

7.3

7.3

S-5.1

S-5.1

S-5.1

(E ) W

(E) W21

(E) W14

(E ) W

ANGLE FRAMING FOR

ROOF OPENING. SEE

TYPICAL ROOF OPENING

DETAIL ON S5.0

SKYLIGHT,

SEE ARCH.

RTU-1

2800#

CU-1

500# CHILLER

4300#

ROOF DRAINS,

SEE ARCH.

W10X22

W

X1

1/ 2"

W 8X

K1

2.

5K

K1

K1

K1

K1

(E ) W

(E) W10

(E ) W

(E ) W

(E) W14(E) W14

(E) W14 (E) W14

(E) W21

(E) W21

W12X35

K1

K1

W10X22 W12X14

K1

K1

K1

W

X1

1/ 2"

K1

W

X1

W12X14

W

X1

W 10X12

W8X10

K1

2.

5K

W

X1

1/ 2"

W

X2

1/ 2"

W12X26

W

X1

W10X22

W10X12

C-1

C-1

J/BRG. = (+15'-3 1/2")

PROVIDE DUCT FRAMING AT

DUCT OPENING. SEE TYPICAL

DETAIL ON SHEET S5.0 TYPICAL

AT MECH. UNITS. GENERAL

CONTRACTOR TO COORDINATE

EXACT DIMENSIONS &

LOCATIONS OF FRAMING WITH

MECHANICAL CONTRACTOR

K1

K1

K1

H3.6-18 H3.6-18 H3.6-18 H6-18

H 6-

S-5.1

1' -0

/8

J/BRG. = (+15'-3 1/2")

H6-16

S-5.1 4

S-5.1

S-5.1

S-5.1

S-5.1

S-5.1

S-5.1

S-5.1

S-5.1

(E) HSS16x8 (LO)

TO BE DEMO'D

0"

0"

(2) CONT. HSS6x6x1/4 GALV. (HI)

(2) CONT. HSS6x6x1/4 GALV. (HI)

(2 ) C

O N

T.

H

S S6 x6 x1

/4 G

AL

V.

(H I)

(2) CONT. HSS6x6x1/4 GALV. (HI)(2) CONT. HSS6x6x1/4 GALV. (HI)(2) CONT.

HSS6x6x1/4

GALV. (HI)

(2 ) C

O N

T.

H

S S6 x6 x1

/4 G

AL

V.

(H I)

(2 ) C

O N

T.

H

S S6 x6 x1

/4 G

AL

V.

(H I)

(2 ) C

O N

T.

H

S S6 x6 x1

/4 G

AL

V.

(H I)

(2) CONT. HSS6x6x1/4 GALV. (HI)

(UP)

P-1 (UP)

P-1 (UP)

P-1 (U

P)P-1

(UP)

P-1(UP)

P-1

(UP)

P-1

(UP)

P-1

(UP)

P-1

(UP)

P-1

S-5.1

DESIGN JOIST FOR

2k POINT LOAD @

KICKER TYP.

C-1

C-1

C-1

KS

P4

KS

P4

K4

MC6x12 MC6x12

MC6x12

MC6x12

S-5.1

S-5.1

S-5.1

S-5.1

TY

P.

3' -0

TYP.

3'-0"

COORDINATE LOCATION OF

UNIT & EXTENTS OF CONCRETE

PAD W/ MECH. CONTRACTOR

HS

S2

/2 x2

/2 x3

/1

(2) CONT. HSS6x6x1/4 GALV. (HI)

(2 ) C

O N

T.

H

SS

6x

6x 1/

G

AL

V.

(H I)

(E ) W

(E ) W

(E ) W

(E ) W

(E) W21

(E ) W

(E ) W

'-4

/8

S-5.1

K1

K1

K1

K1

K1

K1

K1

S-5.1

ECU-1 BELOW, SEE

TYPICAL UNDERHUNG

UNIT SUPPORT DETAIL

2.

5K

2.

5K

2.

5K

SKYLIGHT,

SEE ARCH.

MC6x12 ON TOP OF DECK.

TYPICAL AT MECH. UNITS

SEE DETAIL ON SHEET S5.0

C4x7.25

C4x7.25

JOIST HDR

JOIST HDR

JOIST HDR

JOIST HDR

ANGLE FRAMING FOR

ROOF OPENING. SEE

TYPICAL ROOF OPENING

DETAIL ON S5.0

S-5.1

W18X40

5"

5"

5"

W8X10

2.

5K

2.5 K2

BOTTOM FLANGE

BRACING, SEE TYPICAL

DETAILS ON S5.1

BOTTOM FLANGE

BRACING, SEE TYPICAL

DETAILS ON S5.1

BOTTOM FLANGE

BRACING, SEE TYPICAL

DETAILS ON S5.1

BOTTOM FLANGE

BRACING, SEE TYPICAL

DETAILS ON S5.1

1' -0

/8

1'-0 5/8"

J/BRG. = (+15'-3 1/2")

J/BRG. = (+15'-3 1/2")

H 8-

KNOCK OUT PANEL,

SEE ARCH.

1LL=132 PLF

DL=120 PLF

LL=132 PLF

DL=120 PLF DL=120 PLF

LL=132 PLF

22KSP1

22KSP2

P.81

P.81

5'-0"

2150#

5'-0"

250#

LL=132 PLF

DL=120 PLF

SPECIAL JOIST LOADING DIAGRAMS

DL=120 PLF

LL=132 PLF

DL=120 PLF

LL=132 PLF

22KSP3

0.7

1400#

9'-4" 14'-6"

15'-6"

DL=364 PLF

LL=132 PLF

DL=120 PLF

LL=132 PLF

DL=120 PLF

LL=132 PLF

22KSP4

0.7

BOTTOM CHORD POINT LOAD FROM

PATIENT LIFT SYSTEM. TOTAL LOAD

AND LOCATION SHALL BE

COORDINATED BY JOIST MFR. WITH

THE PATIENT LIFT MFR.

BOTTOM CHORD POINT LOAD FROM

PATIENT LIFT SYSTEM. TOTAL LOAD

AND LOCATION SHALL BE

COORDINATED BY JOIST MFR. WITH

THE PATIENT LIFT MFR.

Project Number

Office of Construction and Facilities Management

Building Number

Drawing Number

VA FORM 08-6231

CONSULTANTS: ARCHITECTS/ENGINEERS: ARCHITECTURAL PROJECT #

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

F

E

D

C

B

A

F

E

D

C

B

A

987654321

987654321

Project Title

Location

Date Checked Drawn

Drawing Title

Approved: Project Director

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

KEY PLAN

Dwg. of

BID & CONSTRUCTION

FULLY SPRINKLERED

PHILIP P. KIRK

CHIEF ENGINEER

:1 :0

A M

C R e vi t Lo c a l Fi le s\

S tr u c t _ R m g ib b o n s@ th o rs o n b a k er .c o m .r vt

BASE ROOF FRAMING PLAN

S-2.0 Checker Designer

CSI-176

NEW MRI SITE PREP

02/20/2020

4100 WEST THIRD ST, DAYTON, OH 45428

18106

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

BASE ROOF FRAMING PLAN

NOTES:

• ROOF CONSTRUCTION: 1 1/2"x22GA. GALVANIZED WIDE RIB DECK (TYPE B) WELDED TO

SUPPORT STEEL, SEE TYPICAL ROOF DECK CONNECTION SCHEDULE. MINIMUM 3-SPAN

CONDITION (UNO).

• DENOTES 4" NWC SLAB ON 1 1/2"x20GA GALVANIZED WIDE RIB DECK (TYPE B)

• J/B = ROOF JOIST BEARING ELEVATION REFERENCED FROM SLAB ON GRADE ELEVATION OF

0'-0".

• ROOF BEAM ELEVATION NOTED THUS (±) INDICATE TOP OF BEAM ABOVE OR BELOW J/B

ELEVATION NOTED.

• PROVIDE JOIST BRIDGING IN ACCORDANCE WITH THE STEEL JOIST INSTITUTE (UNO). SEE

TYPICAL DETAIL ON S-5.0.

• PROVIDE ADDITIONAL ROW OF BRIDGING AT 1st PANEL POINT OF ALL JOISTS SUBJECTED TO

NET UPLIFT LOADING--SEE GENERAL NOTES.

• PROVIDE L2 1/2"x2"x1/4 AT ALL CHANGES IN DECK DIRECTION AND ALL LOCATIONS WHERE

DECK IS CUT ON A SKEW (UNO).

• COORDINATE ALL OPENINGS AND EDGE CONDITIONS WITH ARCHITECTURAL AND MECHANICAL

DRAWINGS. SEE SHEET S-5.0 FOR TYPICAL OPENING DETAIL.

• DESIGN JOIST SUBSTITUTES FOR 400 PLF (UNO).

• SEE SHEETS S-0.1, S-0.2, & S-0.3 FOR GENERAL NOTES.

• SEE SHEET S-5.0 FOR TYPICAL DETAILS.

• C-X DENOTES COLUMNS. SEE THIS SHEET FOR SCHEDULE.

• MFC-X DENOTES MOMENT FRAME COLUMNS. SEE THIS SHEET FOR SCHEDULE.

• XXKSPX DENOTES SPECIAL JOISTS. SEE JOIST LOADING DIAGRAMS ON THIS SHEET.

• DENOTES FLEXIBLE MOMENT CONNECTION. SEE SHEET S-5.0 FOR DETAILS.

• DENOTES MOMENT CONNECTION. SEE SHEET S-5.0 FOR DETAILS.

• JOISTS ARE DESIGNED TO SUPPORT EQUIPMENT INDICATED ON PLAN. IF EQUIPMENT

LOCATION VARIES OR WEIGHT EXCEEDS THAT NOTED THEN NOTIFY ENGINEER.

• (E) DENOTES EXISTING CONSTRUCTION.

• P-1 DENOTES SCREEN WALL POST. SEE DETAIL 7 ON S-5.1.

• HX-XX DENOTES BUILT UP COLD FORMED BOX HEADER, SEE SCHEDULE.

TYPICAL ROOF DECK CONNECTION SCHEDULE

PERPENDICULAR

TO SUPPORT

MARK ATTACHMENT

PARALLEL

TO SUPPORT

SEAMS

PUDDLE WELD AT 12" O.C.

(36/4 PATTERN)

A PUDDLE WELD AT 12" O.C. (2)-#10 TEK SCREW PER SPAN

NOTES:

• ALL PUDDLE WELDS TO BE 5/8"Ø FUSION TYPE (UNO.).

WELDS TO BE MADE FOLLOWING AWS D1.3 SPECIFICATIONS BY

QUALIFIED WELDING OPERATORS.

• ALL DECK END LAPS TO BE A MINIMUM OF 2".

• SEE SECTIONS AND DETAILS FOR ADDITIONAL WELDS REQUIRED TYP. (UNO)

A

COLUMN SCHEDULE

MARK COLUMN SIZE BASEPLATE TYPE

ANCHOR

RODS

C-1 W8X31 PL3/4"x14"x1'-2" I (4)-3/4"Ø

MFC-1 W10X33 PL.1 1/4"x16"x1'-4" II (4)-3/4"Ø MFC-2 W10X45 PL.1 1/4"x16"x1'-4" III (4)-1"Ø

• MFC-X DENOTES MOMENT FRAME COLUMNS

• SEE SHEET S-5.0 FOR TYPICAL COLUMN BASE PLATES

• SEE SHEET S-3.0 FOR TYPICAL ANCHOR ROD DETAILTOTAL PEAK DRIFT LOAD

ROOF PROJECTION,

OBSTRUCTION, ETC.

DRIFT ZONE

ROOF

FLAT/SLOPED SNOW LOAD.

MARK

DRIFT LOADING PARAMETERS

FLAT/SLOPED

SNOW LOAD

PEAK DRIFT

LOAD (PSF)

TOTAL PEAK

LOAD

WIDTH OF

DRIFT NOTES

1 22 PSF 28 PSF 50 PSF 6'-8"

2 51 PSF 12'-1"

3 28 PSF 6'-8"

4 20 PSF 9'-6"

SNOW DRIFT SCHEDULE

DRIFT

WIDTH OF

4 2

NOTES:

• LOADS SHOWN ARE DRIFT AND SNOW LOADS ONLY. LOADING SHOWN DOES NOT INCLUDE DEAD LOADS.

• SLIDING SNOW LOADS AND UNBALANCED SNOW LOADS ARE NOT SHOWN IN THIS SCHEDULE. ANY DELEGATED DESIGN ENGINEER SHALL CONSIDER THE SLIDING SNOW AND UNBALANCED SNOW LOADS IN

THEIR DESIGN ALONG WITH CONSIDERING LOADING SHOWN IN THIS SCHEDULE.

73 PSF

50 PSF

43 PSF

Revisions Date

65% DD SUBMISSION 07/29/2019

95% CD SUBMISSION 10/07/2019

BID & CONSTRUCTION 12/19/2019

CAM REVIEW 02/21/2020

ADDENDUM #1 06/10/2020