36C24719Q0871-0004005.pdf
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- 36C24719Q0871
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36C24719Q0871 0004 144-S1-12B - SECOND FLOOR-LOW ROOF FRAMING PLAN - AREA B (5).pdf
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Text version
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 = T/SLAB EL. 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.
S3.10
TYP.
S3.10
S2.10
S3.10
S3.10
TYP.
TYP.
TYP.
TYP.
3A
S3.10
3A
S3.10
3A
S3.10
3A
S3.10
S3.10
TYP @
SLAB
OPNG
R4 R3R2.6
R2
XX
WW
9.4
AH
AG
AE
AD.3
AD
AC
AA
12 12.3 12.6 13 13.3 13.4 14 14.3 15
BE
BD
BC
BB
BA.7
BA.1
BA
A R
E A
A A
R E
A B
A R
E A
C
A R
E A
B
AREA D
AREA B
AREA D
AREA B
W X
(2
, 2
) c
/4
W X
(2
, 2
) c
/4
W X
(1
) c=
/4
W X
(2
) c=
/4
W X
(2
) c=
/4
W X
(2
) c=
/4
W X
(2
) c=
/4
W X
(1
) c=
W X
(1
) c=
/4
W X
(2
) c=
W X
(1
) c=
/4
W X
(1
) c=
/4
W X
(1
) c=
/4
12' - 4" 8' - 2" 10' - 0" 19' - 9" 1' - 9"
17' - 6" 12' - 0" 19' - 6"
/1
/1
W18X35 (5, 4, 5) c=1/2"
W24X55 (6, 6, 4, 4, 4) c=3/4"
W27X84
W27X102 (80) c=1"
W24X68 (8, 8, 7, 6, 2) c=1/2"
W X
(3
) c
W X
(2
W X c
/4
W
X c
/4
W21X50 (51) c=1/2"
W X
(2
) c=
W X
(1
) c=
/4
W X
(3
) c=
W X
(3
) c=
W X
(2
) c=
/4
W X
(1
) c=
/4
W X
(2
) c=
W X
(1
) c=
/4
W X
(1
) c=
/2
W X
(2
) c=
W X
(2
) c=
W X
(2
) c=
W X
(3
W X
(2
) c=
W X
(1
) c=
/4
W X c
/4
W10X12
W10X17
W X c
/4
W X c
/4
W X
W21X50 (62) c=3/4"
W X
W X
W10X12
W24X62 (24)
W X
W27X84 W21X44 (15)
W X
W X
W X c
W27X84 (46) c=3/4" W24X55 (56) c=3/4"
W24X68 (46) c=1/2" W21X44 (5, 2, 3, 2, 4) W24X76 (36) c=1/2" W21X44 (3, 2, 2, 2, 6)
W X
W X
W X c
/4
W X
W24X62 (24)
W14X22 (10) W12X19 (3, 3)
W X c
W X c
W X c
/4
W X c
/4
W X c
/4
W X c
W X c
W X c
W X
W X
W X
W X
W X
W X
W X
W X c
W X c
W X
(1
) c=
W30X124
114' - 2 1/2"
W X c
W X c
/4
W X
(3 ) c
/4
W X
(3 ) c
/4
W X
(2
) c=
/4
W X
(1
) c=
W X
(3
) c=
/4
W X
(3
) c=
W X c
/4
W
X c
/4
W X c
/4
W X c
W27X94 (17, 17, 4, 17, 17) c=1"W24X68 (52) c=1/2"
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
W X c
W X c
W X c
W X c
W X c
W X
(2
) c=
/4
W16X31 (15)
W24X62 W16X31 (5, 4, 2)
W21X44 (2, 9, 6, 8, 8) c=3/4"
W X
(1
) c=
W X
(2
) c=
/4
W X
(2
) c=
/4
W X
(2
) c=
/4
W24X55
W X c
/4 "W
X
(3 ) c
/4
W X
(1
) c=
/4
W X c
/4
W24X62 (64) c=3/4" W27X84 (74) c=1" W24X68 (24) c=3/4" W21X44 (3, 4, 1, 4, 2)
W X c
W X c
/4
W X c
/4
W X c
/4
W X c
/4
W X
(1
W X c
/4
W X
W X
W X c
/4
W27X102 (12, 12, 6, 12, 12) c=1"
W27X94 (60) c=1 1/4"
W27X94 (60) c=1"
W X
(2
) c=
/4
W 8X
W X
(2
) c=
/4
W X
(2
) c=
/4
W X
(1
) c=
W24X76 (36) c=1/2" W24X55 (8, 4, 6, 2)
W X c
W X c
/4
W X c
/4
W X c
W X c
/4
W X c
/4
W X c
W X c
W X c
W X c
/4
W X c
W X c
/4
W
X
W X c
/4
W X
W X c
/4
S1.15
S1.15
S1.15 3
S1.15 4
9.5
21' - 4
2' - 9
17' - 1 1"
R1
' - 3
' - 6
' - 0
/8
' - 1
/8
' - 4
6' - 2
6' - 2
8' - 3
8' - 3
7' - 0
6' - 2
8' - 0" 8' - 0" 8' - 0"
8' - 6" 4' - 11 3/4"4' - 11 3/4" 6' - 2" 6' - 2" 6' - 0" 6' - 1" 6' - 1" 5' - 9" 7' - 10 1/2" 6' - 1 1/2" 7' - 7" 7' - 10" 8' - 0" 7' - 10" 6' - 6" 6' - 6" 6' - 6"
/4
/8
6' - 2" 6' - 2"
W X c
6' - 2" 6' - 2"
/4
/8
6' - 0" 6' - 0"
6' - 2" 6' - 2" 8' - 4
8' - 5
8' - 5
8' - 5
8' - 5
W X
(2
) c=
/4
W X
(2
) c=
/4
' - 2
2' - 0
W X
' - 0
"2' - 0
' - 0
5' - 5
5' - 2 1/2"
5' - 7
5' - 7
5' - 0
5' - 0
W X
2' - 0 "W
8X
' - 0
2' - 0
' - 0
8' - 3
8' - 3
8' - 3
8' - 8"
W X
(1
W X
(1
W X
(1
W X
(1
W X
(1
W X
(1
9' - 3"6' - 5"6' - 5"9' - 3"
4' - 7 1/2"4' - 7 1/2" 4' - 7 1/2"4' - 7 1/2"
' - 1
/4
W12X26 W12X26
S3.10
TYP @
SLAB
OPNG
7' - 7 1/2" 7' - 7 1/2" 7' - 7 1/2" 7' - 7 1/2" 7' - 9 1/2" 7' - 9 1/2" 7' - 10" 7' - 9 1/2" 7' - 9 1/2" 7' - 10 1/2" 7' - 10 1/2" 7' - 10 1/2" 7' - 10 1/2"
6' - 5 1/2"
W X
W14X22
W10X12
W X
W X c
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
ALIGN ONE C6
W/ EA. MC12
STRINGER TO
ROOF
' - 1
/8
3' - 4 5/8"
W8X10
W X
4"
4"
4"
7 3/8"
4"
7 3/8"
W X c
/4
W X c
/4
W X
' - 3
5' - 8 1/8"
30' - 6" 39' - 0" 31' - 6"
42' - 0
MC12 STRINGER
PER SHT S1.13B
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 B
MONTGOMERY HEALTH CARE CENTER
07/02/2013
24321
CHANTILLY PARKWAY
MONTGOMERY, AL 36117
DD1 SUBMITTAL
S1.12B
NO. Description Date
1/8" = 1'-0"1 Second Flr Framing Plan - Area B
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.) REFER TO DTL. 4/S3.10 FOR COLUMN TO BM. CONN'S @ ALL CONT.
BEAM LOCATIONS U.N.O.
7.) INDICATES MOMENT CONNECTION PER DTL 5/S3.10
8.) SLAB CONSTRUCTION JOINTS SHOULD BE LOCATED @ MID-SPAN OF
DECK (BTWN BEAMS) AND @ 4'-0" OFF GIRDER CENTERLINES MINIMUM
9.) REFER TO DETAIL F & G ON SHEET S0.01 FOR TOP OF WALL BRACING @
ALL NON-LOAD BEARING CMU WALLS.
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