36C24719Q0871-0004004.pdf

DN

5 1/2" NML. WT. CONC SLAB

3 1/2" CONCRETE SLAB ATOP 2" Dp. 20 Ga. COMP.

FLOOR DECK (THREE-SPAN CONT.) FASTEN DECK @

SUPPORT USING 5/8" DIA. PUDDLE WELDS IN 36/4

PATTERN (MIN.) & PROVIDE BUTTON PUNCH OR

SEEM WELD SIDE-LAP FASTENERS @ MID-SPAN OR

36"oc. (WHICHEVER IS SMALLER) REINF. SLAB w/ #4 @8"oc EACH WAY (WI/180- DEG. HK. @ SLAB EDGES) w/ 2'-6" MIN. LAP (STAGGER LAPS) T/SLAB EL = 114'- 8". NOTE: LAPS MUST OCCUR w/IN CENTER 60%

OF COL. BAY (RE: SHT. S1.12 AND DTLS 6&7 ON

SHT. S3.10. FOR SLAB EDGE REINF. INFO AND ADD'L

BAR LAYOUT.

TYPICAL U.N.O. - 1 1/2" Dp. - 22 GA.

WIDE RIB ROOF DECK (GLAV.)

EXAMPLE VULCRAFT 1.5B22 OR

EQUAL PROVIDE 5/8" DIA. PUDDLE

WELDS TO SUPPORTS IN 36/7

PATTERN (@12"oc FOR SUPPORTS

PARRALLEL TO DECK SPOAN) & (3) #

10 TEK-SCREW SIDE-LAP FASTENERS

PER SPAN TO DEVELOP 350 PLF

DIAPHRAGM SHEAR CAPACITY (MIN.)

S4.10

8A

TYP. @

WALL

BTWN

WINDOW

TYP. @

WINDOW

S4.10

TYP.

S4.10

TYP.

S4.10

TYP.

S4.10

5A

S4.10

S4.10

S4.10

S4.10

S3.10TYP.

S3.10

TYP.

S3.10

TYP.

S3.10

TYP.

S3.10

TYP.

XX

B

ZZ

WW

1 1.4 2 3 3.3 4 5 6 7

8.2

AJ

AH

AG

AF

AE

AD.8

AD.3

AD

AC

AB

AA

A R

E A

A

A R

E A

B

A R

E A

A

A R

E A

D

AREA D

AREA B

W X

/2

(S L O

P E

W X

S L O

P E

W

X

S L O

P E

W21X50 (SLOPE)

W24X55 (SLOPE)

W24X55 (SLOPE)

W

16X26 (SLOPE)

W

X

(S

LO

P E

W 24X

55 (SLO

P E

W X

/2

(S L O

P E

W X

/2

(S L O

P E

W

X

/2

(S L O

P E

W

X

/2

(S L O

P E

W X

/2

(S L O

P E

W16X26

W X

W X

/2

(S L O

P E

K

K

K

K

K

W

E

X T

E

N D

K

W

E

X T

E

N D

K

W

E

X T

E

N D

K

W

E

X T

E

N D

K

W

E

X T

E

N D

K

W

E

X T

E

N D

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

W

E

X T

E

N D

K

K

S

P

K

W

E

X T

E

N D

K

W

E

X T

E

N D

K

W

E

X T

E

N D

K

W

E

X T

E

N D

K

W

E

X T

E

N D

K

K

K

K

K

K

K

W

E

X T

E

N D

K

W

E

X T

E

N D

K

W

E

X T

E

N D

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

W X

W X c

W X c

/4

W X c

/4

W X

K

K

K

K

K

K

K

S L O

P E

K

K

K

K

K

W16X26 (SLOPE)

K

W

E

X T

E

N D

K

W

E

X T

E

N D

K

W

E

X T

E

N D

K

W

E

X T

E

N D

W21X50

113' - 9 1/2"

W18X35

113' - 9 1/2"

W18X35

113' - 9 1/2"

W24X62

114' - 3 1/4"

W24X76

114' - 3 1/4"

114' - 2 7/8"W14X22

W X

/2

/4

W24X55

114' - 11 1/4"

W21X50

114' - 11 1/4"

W24X62

114' - 11 1/4"

W24X76 (SLOPE) c=3/4"W21X44 (SLOPE) W21X50

115' - 9 1/2"

W21X50

115' - 9 1/2"

.5

K

.5

K

W X c

/4

W21X44 (7, 7, 6, 10, 10) c=3/4"W X

W X c

W24X55 (8, 4, 8)

W24X55 (8, 4, 8) c=1/2"

W X c

W X c

W24X68 (44) c=1/2" W24X62 (18) c=1/2"

W24X62 (20) c=1/2"

W X c

/4

W X c

/4

W24X68 (58) c=3/4"

W X c

/4

W X c

/4

W X c

/4

W X c

/4

W X c

/4

W X c

W X c

/4

W X c

/4

W X c

/4

W X c

/4

W X c

/4

W X c

/4

W X c

/4

W X c

/4

W X c

/4

W X c

/4

W24X62 (40) c=3/4"

W X c

W X c

/4

W X c

/4

W X c

/4

W X c

/4

W X c

/4

W18X40 (10, 4, 10) c=1/2" W24X55 (46) c=1/2" W21X50 (32) c=1/2"

W X c

/4

W X c

W X c

W X c

/4

W X c

/4

W X c

W X c

W X c

/4

W X c

/4

W X c

/4

W X c

W X

(1 ) c

/4

" W X c

/4

W X c

/4

W X c

/4

W X c

/4

W X c

/4

W X c

W X c

/4

W X c

/4

W X c

/4

W X c

/4

W X c

/4

W X

W10X17 (3, 3)

W X

W24X62 (56) c=3/4" W24X55 (24) c=1/2"

W24X55 (5, 5, 3, 5, 5) c=1"

W24X62 (20) c=1"

W X c

W24X76

114' - 11 1/4"

W27X84

114' - 11 1/4"

W X

/2

/4

W X

/2

(S L O

P E

30' - 0"1' - 7"23' - 11"1' - 7"26' - 6"10' - 5"40' - 0"19' - 6 1/2"16' - 7 1/2"

/8

/8

S1.157

S1.15

S1.15 9

S1.15

S1.15

S1.15 12

26' - 0"

Sim

6' - 9"

5' - 4 1/2" 5' - 4 1/2"

6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 4' - 11"

1' - 7"

8' - 6" 8' - 6" 8' - 6" 7' - 6" 7' - 6" 7' - 6" 7' - 6" 6' - 6" 6' - 6" 6' - 6" 6' - 6"

6' - 0" 6' - 0" 5' - 0" 4' - 6" 6' - 0" 6' - 0" 6' - 0" 6' - 0" 6' - 0"

2' - 5"

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

5' - 6" 5' - 0" 5' - 0" 5' - 0" 5' - 0"

5' - 6" 5' - 0" 5' - 0" 5' - 0" 5' - 0"

JST BRG EL.

114' - 3"

JST BRG EL.114' - 3 1/2"

JST BRG EL.

114' - 6"

JST BRG EL.

114' - 11 1/4"

JST BRG EL.

114' - 3 7/8"

JS

T BR

G E

L.

114' - 6 1/4"

JS

T

B R G

E L.

4'

/4

JST BRG EL.

114' - 0 5/8"

JS

T BR

G E

L.

113' - 9 1/2"

JST BRG EL.

113' - 9 1/2"

JST BRG EL.

114' - 11 1/4"

.5

K

5' - 0" 5' - 0" 5' - 0"

S1.1516

2'-6"o.c. MAX

C6x8.2 @

2'-6"o.c. MAX

C6x8.2 @

C12x20.7

C12x20.7

MC12 x10.6

STRINGERS

T/LANDING SLAB

EL. = 114'-8"

T/LANDING SLAB

EL. PER ARCH.

TYP. @ LANDINGS - 3 1/2" CONC.

SLAB ATOP 9/16" Dp - 26ga FORM

DECK REINF. SLAB WITH

6x6-W2.1xW2.1 WWF

6' - 2" 6' - 2"

8' - 4"

W X c

/4

W X

2' - 0"

5' - 5" 5' - 2 1/2"

W X

2' - 0"

6' - 1" 6' - 0"6' - 1"

PROFESSIONAL SEAL

C O

P Y

R

IG

H T

C

B

Y H

O E

F E

R W

Y S

O C

K I

A R

C H

IT

E

C T

S L

L C

Drawn:Checked:

Location:

Date:

Project Title:

Dwg. of

Drawing Number:

Project Number:

Building Number:

Approved: Project Director

Drawing Title:

ARCHITECT/ENGINEERS:CONSULTANTS:

A

B

C

D

E

F

986543 7 o n e an d o n e h al f in ch es o n e fo o t th re e in ch es o n e fo o t

A

B o n e in ch o n e fo o t

C o n e h al f in ch o n e fo o t

E

D th re e q u ar te rs i n ch o n e fo o t o n e q u ar te r in ch o n e fo o t

F

VA FORM 08-6231

o n e ei g h th i n ch o n e fo o t th re e ei g h th s in ch o n e fo o t

Department of Veterans Affairs

Office of Construction and Facilities Management

Project Status:

A B

D

C

KEY PLAN:

/1

/2

:1 :0

A

M

SECOND FLOOR/LOW ROOF FRAMING

PLAN - AREA A

MONTGOMERY HEALTH CARE CENTER

07/02/2013

24321

CHANTILLY PARKWAY

MONTGOMERY, AL 36117

DD1 SUBMITTAL

S1.12A

NO. Description Date

1/8" = 1'-0"1 Second Flr Framing Plan - Area A

NOTES:

1.) RE: GENERAL NOTES ON SHEET S0.01

2.) BEAM LEGEND:

W16x26 (14) (c=3/4")

BEAM CAMBER

NUMBER OF 3/4 DIA. x 4 1/2" Lg STUDS

BEAM SIZE

3.) MAX STUD SPACING = 24"o.c. AT ALL BEAMS (N-S MEMBERS), 12"o.c. AT ALL GIRDERS (E-W MEMBERS)

4.) NUMBERS IN PARANTHESIS INDICATE T/BM OR JST BRG EL.

U.N.O. T/STL EL. = 114'-2 1/2"

5.) EL. = 100'-0" = DATUM EL. 228'-0"'

6.) G.C. SHALL VERIFY LOCATIONS OF ALL RTU SUPPORT & OPENING

FRAMING BEAMS W/ EQUIP. MANUF. PROVIDE RTU CURB FRAMING

PER DETAIL 1/S4.10.

7.) REFER TO DTL. 4/S3.10 FOR COLUMN TO BM. CONN'S @ ALL CONT.

BEAM LOCATIONS U.N.O.

8.) INDICATES MOMENT CONNECTION PER DTL 5/S3.10

9.) SLAB CONSTRUCTION JOINTS SHOULD BE LOCATED @ MID-SPAN OF

DECK (BTWN BEAMS) AND @ 4'-0" OFF GIRDER CENTERLINES MINIMUM

10.) ANY CONCENTRATED LOAD SUPPORTED AND/OR SUSPENDED BY BAR

JOISTS SHALL BE IN CONFORMANCE WITH DETAIL 1/S4.10.

11.) ALL EXTERIOR EXPOSED STRUCTURAL STEEL SHALL BE HOT-DIPPED

GALVANIZED.

12.) ALL BAR JOISTS SHALL BE DESIGNED FOR A NET UPLIFT (UNFACTORED

FORCE DUE TO WIND) OF 25psf (30psf @ ALL 12K1 J0ISTS & 45psf @

10K1 JOISTS).

13.) TYPICAL @ ALL 1/4" & 5/16" THICK CONT. ROOF DIAPHRAGM PLATES -

PROVIDE FULL PENETRATION WELD @ ALL PLATE SPLICES. SPLICES MAY

ONLY OCCUR IN CENTER 60% OF COLUMN SPACING IN LONGITUDINAL

DIRECITON OF PLATE.

14.) REFER TO PLAN FOR ALL TIE-FORCE ROOF PLATE LAYOUTS. RE: SECT.

4/S4.10 FOR PLATE CONNECTION DETAILS TO JOISTS & PERIMETER BEAMS.

15.) U.N.O. STEEL SUPPLIER SHALL DESIGN BEAM END CONNECTIONS FOR NORTH-

SOUTH SPANNING PERIMETER ROOF BEAMS FOR 25 KIPS FACTORED AXIAL

TENSION LOAD IN BEAMS IN ADDITION TO BEAM DESIGN

GRAVITY REACTIONS SHOWN IN GENERAL NOTE "8C" ON SHEET S0.01.

16.) ALL ROOF JOISTS THIS PLAN AND THEIR BEARING CONNECTIONS ON STEEL

SUPPORTS SHALL BE DESIGNED FOR 25 kips FACTORED AXIAL TOP CHORD

TENSION LOAD. ALL BEARING SEATS SHALL HAVE MINIMUM STEEL

THICKNESS = 3/16".

17.) REFER TO DETAIL F & G ON SHEET S0.01 FOR TOP OF WALL BRACING @ ALL

NON-LOAD BEARING CMU WALLS