5-6thFlr_Structural.pdf
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- 7B22--OR Integration System
- Solicitation number
- 36C24626Q0420
About this file
This document is a structural steel framing plan for the Fifth Level and Penthouse Level of a VA Charlotte Health Care Center project located in Charlotte, North Carolina. The drawings, prepared by RPA Design with consulting support from Childress Klein Associates, Cambridge, and other firms, detail the steel beam and column layout, connection specifications, and framing requirements for these two levels of the facility.
The Fifth Level framing plan (Area A) depicts a complex steel frame system utilizing W-series wide flange beams and columns with specifications including W21x111, W21x55, W18x86, W16x26, W14x30, and various other steel members. The plan incorporates braced frames at multiple locations, transfer columns, and precast concrete ribbon panel connections. Key structural elements include hollow structural sections (HSS) for lateral bracing, metal panel connections on cold-formed steel framing (CFSF), curtainwall connections, and elevator machine loading provisions. Beam spacing ranges from 15 feet 9 inches to 31 feet 6 inches, with slab elevation at approximately 69 feet 9 inches to 71 feet 1.5 inches. The Penthouse Level framing plan shows similar structural vocabulary with additional provisions for rooftop equipment support, including 4,000-pound maximum unit capacity under W12x14 members and specialized moment connections for surgical boom equipment. Both plans reference multiple related drawing sheets (S202-S562 series) for detailed connection specifications, metal panel installations, and coordination with equipment manufacturers. The drawings include revision history indicating progression from mill order through concrete bid package and steel detailing phases, with the superstructure permit issued March 10, 2014.
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Other files
| File | Type | Posted |
|---|---|---|
| 5thFlr_Electrical.pdf | ||
| 5thFlrArch Vol2 Binder1.pdf | ||
| 5thFlrMG_Mechanical_Plumbing_FireProtection.pdf | ||
| AllPanelSch_Electrical.pdf | ||
| OR 5B15.jpeg | JPEG file | |
| Room 5B17.jpeg | JPEG file | |
| 36C24626Q0420 0002_.pdf | ||
| OR. 5B15.jpeg | JPEG file | |
| 36C24626Q0420 0001.pdf | ||
| Attachment B - Line-Item Spreadsheet.xlsx | XLSX spreadsheet | |
| 36C24626Q0420_2.docx | DOCX document | |
| Attachment A - VA SECURITY LANGUAGE.pdf | ||
| 36C24626Q0420 _ OR Integration.pdf |
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Text version
SLOPE
1/2" 1/2"
876543
E
B
C
D
E.5
8.7
A
S201
S202
S202
BRACED FRAME BRACED FRAME
B R
A C
E D
F R
A M
E
B R
A C
E D
F R
A M
E
W x
R
(4
W x
R
(4
W21x44 R45 (24) <-0'-1/2">
W21x44 R45 (24) <-0'-1/2">
W18x86 R35 (30)
W x
C
.7
R
(3
) W16x26 C=1.0 R45 (20)
W18x86 R60 (30)
W x
R
(3
W18x86 R60 (30)
W12x19 R12 (6)
W x
C
.7
R
(1
,4
,1
W16x26 C=1.0 R45 (20)
W16x26 C=1.0 R45 (20)
W16x26 C=1.0 R45 (20)
W16x26 C=1.0 R45 (20)
W16x36 C=1.0 R55 (20)
W16x26 C=1.0 R45 (20)
W16x26 C=1.0 R45 (20)
W16x26 C=1.0 R45 (20)
W16x26 C=1.0 R45 (20)
W16x26 C=1.0 R45 (20)
W16x26 C=1.0 R45 (20)
W x
R
(4
-0
/2
">W21x44 R45 (24) <-0'-1/2">
W21x44 R45 (24) <-0'-1/2">
W16x26 C=1.0 R45 (20)
W16x26 C=1.0 R45 (20) <-0'-1/2">
W16x26 C=1.0 R45 (20) <-0'-1/2">
W16x36 C=1.0 R55 (20)
31'-6" 31'-6" 31'-6" 31'-6" 31'-6" 31'-6" 31'-6" 23'-0"
TRANSFER
COLUMN
TOP OF SLAB
71'-8"
W14x30 R12
W14x30 R12
W14x30 R12
W14x30 R12
W14x30 R12
W14x30 R12
W14x30 R12
W14x30 R12
W14x30 R12
W14x30 R12
W14x30 R12
W14x30 R12
W14x30 R12
W14x30 R12
W14x30 R12
W14x30 R12
W14x30 R12
W14x30 R12
W14x30 R12
W14x30 R12
W14x30 R12
W14x30 R12
W14x30 R12
W14x30 R12
W14x30 R12
W14x30 R12
W14x30 R12
W14x30 R12
W14x30 R12
W x
R
W x
R
W x
R
W12x19 R12 (6)
W18x86 R35 (30)
W18x86 R35 (30)
W x
R
(3
W x
R
(4
W x
R
(2
W x
R
(2
W x
R
(4
W x
R
(4
W x
R
(4
W x
R
(4
W x
R
(2
W21x44 R45 (24)
W21x44 R45 (24)
W21x44 R45 (24)
W21x44 R45 (24)
W21x44 R45 (24)
W21x44 R45 (24)
W21x44 R45 (24)
W18x35 R45 (20)
W21x44 R45 (24)
W21x44 R45 (24)
W21x44 R45 (24)
W21x44 R45 (24)
W18x35 R45 (20)
W21x44 R45 (24)
W21x44 R45 (24)
W21x44 R45 (24)
W16x26 C=0.75 R45 (20)
W21x44 R40 (20)
W16x26 C=0.75 R45 (20)
W x
R
(2
W x
R
(1
W16x26 C=0.75 R45 (20)W16x26 C=0.75 R45 (20)
W16x26 C=0.75 R45 (20)
F.2
4.5 5.7
5.2
AA
2.3
A.3
W14x30 R12
W x
R
(3
P /1
W16x26 R40 (26) P115/0
R12 (6)
W12x19
R12 (6)
W12x19
R12 (6)
W12x19
(2
P /1
W x R
W16x26 R40 (30) P0/180
W16x26 R40 (12)W14x22 R40 (12)
W16x26 C=1.0 R45 (20)
(1
P /7
W X
W x
R
(6
W16x26 C=1.0 R45 (20)
BOTTOM OF
DECK
69'-9 3/4"
BOTTOM OF
DECK
71'-1 1/2"
2'-11"
15'-7" 9'-9"7'-8"
3.5
16'-10"
H S
S x x /8
R
H
/1
P
H S
S x x
P
H
/7
W x
R
(2
W27x84 R70 W27x84 R44 W24x55 R50 (24) W21x44 R20 (6) W24x55 R50 (24) W18x76 R50 (30) W18x76 R50 (30)
W21x44 R40 (20) W21x44 R40 (20)W21x44 R40 (20)W30x90 R130 (40)
W33x118 R130 (40)
W21x44 R12
W27x84 R60W27x84 R60
W x
R
W x
R
W x
R
W x
R
W x
R
(6
W x
R
(6
W x
R
(6
(1
P /3
W X
(1
P /2
W X
(1
P /1
W X
(6
P
W x
W33x118 R130 (40)
(1
P /3
W X
TRANSFER
COLUMN
TRANSFER
COLUMN
TRANSFER
COLUMN
W33x118 R130 (40)
PROVIDE LATERAL-ONLY
PRECAST CONNECTION TO
THE ROOF AT THIS LEVEL
W24x68 R50 (0,10,0) H100 P100
W16x26 R40 (12)
W16x26 R30 (10)W18x86 R35 (30)
W18x86 R35 (30)
W x
R
(6
W x
R
(6
W x
R
(6
W x
R
(3
W14x22 R15 (18) P80/0
W x
R
(3
P /0
R12 (6)
W12x19
R12 (6)
W12x19
R12 (6)
W12x19
W x
R
(2
(0 ,8
P
/0
H /0
T
L S
V
H S
S x x /2
R
(0,5) P50/0 H65/0 T20 LSV
HSS12x8x1/2 R40
(1
P /2
W X
(1
P /1
W X
(6
P
W x
W x
R
(2
R45 (4)
W21x44
R30 (20)
W21x44
S526
S524
S524
S524
S524
S524
S524
S524
TYP SEE
ROOF
NOTE 7
TYP
TYP
TYP SEE
ROOF
NOTE 7
TYP
TYP TYP
S221
W12x19 R12 (6)
W x
R
(1
W12x19 R12 (6)
METAL PANEL AND STONE
VENEER ON CFSF. GRAVITY
AND LATERAL CONNECTION
TO STRUCTURE AT EACH
FLOOR BY CFSF MFR.
S562
S561
S561
S561
S561
REFER TO FLOOR
FRAMING NOTE 9
S561
S561
S561
S561
S561
S561
S561
S561
S562
METAL PANEL ON CFSF. GRAVITY AND
LATERAL CONNECTION TO STRUCTURE
AT EACH FLOOR BY CFSF MFR
S562
METAL PANEL ON CFSF.
GRAVITY AND LATERAL
CONNECTION TO STRUCTURE
AT EACH FLOOR BY CFSF MFR
S562
R
W x
R
W x
R
W x
R
W x
ROOF
NOTE 9
ROOF
NOTE 9
ROOF
NOTE 9
ROOF
NOTE 9
ROOF
NOTE 9
ROOF
NOTE 10
R
W x
R
W x
R
W x
ROOF
NOTE 9
ROOF
NOTE 9
ROOF
NOTE 10
ROOF
NOTE 9
ROOF
NOTE 9
S562
ROOF
NOTE 10
S562
S562
SIM
ROOF
NOTE 10
R
W x
ROOF
NOTE 9
METAL PANEL ON
CFSF. GRAVITY
CONNECTION TO
TOP OF CONCRETE
BY CFSF MFR
S562
S562
GRAVITY AND LATERAL
CONNECTION OF
CURTAINWALL BY MFR
METAL PANEL ON CFSF.
GRAVITY AND LATERAL
CONNECTION TO STRUCTURE
AT EACH FLOOR BY CFSF MFR
ROOF
NOTE 10
P
L S
V
H S
S x x /8
HSS6x4x3/8 P16 REF 5/S531 COORD WITH
ELEV MFR PROVIDE 3/8" FULL-DEPTH
STIFFENER SUPPORTING SLAB OVERHANG
BELOW MACHINE REACTIONS
HSS6x4x3/8 P16 REF 5/S531 COORD WITH
ELEV MFR PROVIDE 3/8" FULL-DEPTH
STIFFENER SUPPORTING SLAB OVERHANG
BELOW MACHINE REACTIONS
S562
L4x4x1/4
BRACE TO W14X22
BOTTOM FLANGE
(1 LOCATION) SEE
12/S522 SIM
L4x4x1/4
BRACE TO W16X26
BOTTOM FLANGE
(1 LOCATION) SEE
12/S522 SIM
(10) P250/150
W14X82
(1
P /1
W X
(1
P /5
W X
(1
P /1
W X
PRECAST RIBBON
PANEL GRAVITY
CONNECTION TO
THIS BEAM
R
W x
R
W x
PRECAST RIBBON
PANEL GRAVITY
CONNECTION TO
THIS BEAM
R
W x
R
W x
#Roof Deck - 1 1/2"
R
W x
PRECAST RIBBON
PANEL GRAVITY
CONNECTION TO
THIS BEAM
FLOOR FRAMING NOTES
1. TYPICAL FLOOR SLAB IS 3 ½” LWC ON 3” 20 GA (6 1/2" TOTAL THICKNESS). COMPOSITE
DECK. REFER TO TYPICAL DETAILS FOR REINFORCEMENT PLACEMENT. REINFORCE
AS INDICATED ON S1X1-R.
2. REFER TO TYPICAL STEEL FRAMING DETAILS.
3. REFER TO ARCHITECTURAL AND MEP DRAWINGS FOR SLAB OPENINGS AND SLEEVES
NOT SHOWN. REFER TO TYPICAL DETAILS FOR ADDITIONAL SLAB REINFORCEMENT
REQUIRED AT OEPNINGS AND SLEEVES.
4. REFER TO ARCHITECTURAL DRAWINGS FOR STAIR OPENINGS AND CONSTRUCTION,
ELEVATOR OPENINGS, ETC AND ALL EDGE OF SLAB DIMENSIONS NOT SHOWN.
5. REFER TO COLUMN SCHEDULE FOR COLUMN SIZES.
6. MOMENT CONNECTIONS ARE TO BE DESIGNED BY THE STEEL FABRICATOR FOR THE
FULL MEMBER CAPACITY, UNO. CANTILEVER BEAM SIZE AND CONNECTION FORCE
SHALL BE THE SAME AS THE BACKSPAN BEAM SIZE AND CONNECTION FORCE, UNO.
7. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF
OPENINGS FOR STAIRS AND ELEVATORS. BEAMS NOT ON GRIDS/COL LINES WHICH
FRAME OPENINGS SHALL BE 6” FROM FACE OF OPENING FOR BEAMS WITH bf≤9” AND
AT 12” FOR BEAMS WITH bf>9”, TYP UNO.
8. ALL GRAVITY CONNECTIONS FOR PRECAST MAY NOT BE MADE WITHIN THE MIDDLE
THIRD OF THE SUPPORTING BEAM.
9. REFER TO S561 FOR TYPICAL PRECAST CONNECTION DETAILS. PRECAST GRAVITY
CONNECTIONS MAY NOT IMPART LATERAL LOADS TO COLUMNS. NO PRECAST GRAVITY
CONNECTIONS TO ROOF BEAMS. FOR RIBBON WINDOWS AT ROOF, MAKE PRECAST
GRAVITY CONNECTIONS TO COLUMNS.
ROOF FRAMING NOTES
1. REFER TO S021 FOR ROOF DECK TYPE SIZE AND GAUGE.
2. REFER TO TYPICAL STEEL FRAMING DETAILS.
3. REFER TO ARCHITECTURAL AND MEP DRAWINGS FOR ROOF OPENINGS AND
SLEEVES NOT SHOWN AND FOR ALL EDGE OF DECK DIMENSIONS NOT SHOWN.
4. REFER TO ARCHITECTURAL DRAWINGS FOR STAIR CONSTRUCTION.
5. REFER TO COLUMN SCHEDULE FOR COLUMN SIZES.
6. MOMENT CONNECTIONS ARE TO BE DESIGNED BY THE STEEL FABRICATOR FOR THE
FULL MEMBER CAPACITY, UNO. CANTILEVER BEAM SIZE AND CONNECTION FORCE
SHALL BE THE SAME AS THE BACKSPAN BEAM SIZE AND CONNECTION FORCE, UNO.
7. PROVIDE TIE PLATES PER 10/S524 THROUGH 15/S524 FOR ALL METAL DECK AREAS.
TYPICAL.
8. REFER TO S561 FOR TYPICAL PRECAST CONNECTION DETAILS. PRECAST GRAVITY
CONNECTIONS MAY NOT IMPART LATERAL LOADS TO COLUMNS. NO PRECAST
GRAVITY CONNECTIONS TO ROOF BEAMS EXCEPT WHERE INDICATED. FOR RIBBON
WINDOWS AT ROOF, MAKE PRECAST GRAVITY CONNECTIONS TO BEAMS WHERE
INDICATED.
9. ASSUMED LOCATION OF TIE BACK ANCHOR - CONFIRM WITH MANUFACTURER.
REFER TO 6/S524
10. ASSUMED LOCATION OF WINDOW WASHING DAVIT - CONFIRM WITH MANUFACTURER.
REFER TO 7/S524 OR 9/S524
Revisions:
2 3 4 5 6 7 8 9
Date
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 i n c h o n e f o o t o n e q u a r te r i n c h o n e f o o t th r e e e ig h th s i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th r e e q u a r te r s i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t th r e e i n c h e s o n e f o o t
5960 Fairview Road Suite 500 Charlotte, NC 28210
704.887.3500
704.887.3507 fax
1201 Peachtree St., NE 400 Colony Square Suite 1600 Atlanta, GA 30361
Voice: 404.898.9620 Fax: 404.898.9659
1821 Cumberland Ave Suite #100 Charlotte, North Carolina 28203
(704) 348-3097
500-K Clanton Road Charlotte, NC 28217
(704) 525-2003
VA Charlotte Health Care Center
SFO# VA-101-10-RP-0081
Charlotte, NC
12/18/2013
ISSUED FOR CONSTRUCTION
This d ocument i s t he prope r ty o f RP A D esign ( inc lud ing consul tants) a nd RPA De sig n r e ta ins a l l r ig hts there in, i nc lud ing cop yr ight s.
I t m a y o nly b e use d in a ma nne r c ons is t ent w i t h R P A D es ig n ' s r ig ht s w hi le R PA De sig n i s p ro v id ing se rv ice s f or the sp ec i f i c p ro j ec t i de nt i f ie d o r r e f e r r e d t o here in o r e xte nsions t here to .
I t m a y no t b e use d f o r a ny o t he r p urp o se e c e p t w i t h the e xpre ss w r i t t e n ag re e m ent o f , a nd c om p e nsa t io n t o , R P A De s ig n.
/3
/2
:2 :2
P
M
AGBB
S151-A
FIFTH LEVEL FRAMING PLAN -
AREA A
NORTHKEY PLAN
AREA - BAREA - A
AREA - C
1/8" = 1'-0"1
FIFTH LEVEL FRAMING PLAN - AREA A
REV 1 ISSUED FOR MILL ORDER 12/19/2013
REV 2 CONCRETE BID PACKAGE 12/20/2013
REV 3 STEEL DETAILING PACKAGE1 1/13/2014
REV 4 STEEL DETAILING PACKAGE2 2/14/2014
SUPERSTRUCTURE PERMIT 3/10/2014
ASI 2 5/23/2014
7 7
S L O
P E
S L O
P E
876543
E
B
C
D
E.5
8.7
A
S201
S202
S202
BRACED FRAME BRACED FRAME
B R
A C
E D
F R
A M
E
B R
A C
E D
F R
A M
E
W x
R
W14x30 R12
W x
R
W14x30 R12
W14x30 R12
W x
R
W14x30 R12
W x
R
W x
R
W14x30 R12
W x
R
W x
R
W14x30 R12
W14x30 R12 P0/40
W14x30 R12
W14x30 R12
W14x30 R12
W14x30 R12
W14x30 R12
W14x30 R12
W14x30 R12
W14x30 R12
W14x30 R12
W14x30 R12
W14x30 R12
W14x30 R12
W14x30 R12
W14x30 R12
W14x30 R12
W14x30 R12
W14x30 R12
W14x30 R12
W14x30 R12
W14x30 R12
W14x30 R12
W14x30 R12
W14x30 R12
W14x30 R12
W14x30 R12
W16x26 R30 P0/40
W21x73 R100 (40)
W x
R
(7
W18x35 R50 (32)
W18x35 R40 (20)
W21x73 R100 (40)
W x
R
(7
W18x35 R50 (32)
W18x35 R40 (20)
W21x73 R100 (40)
W x
R
(7
W18x35 R40 (20)
W18x35 R50 (32)
W x
R
(2
W21x73 R100 (40)
W18x35 R30 (20)
W16x26 R30 (16)
W16x26 R30 (16)
W16x26 R30 (16)
W x
R
W x
R
W14x30 R12 P40/80
W14x30 R12
W14x22 R12
W14x30 R12
W14x30 R12
W16x26 R30 (16)
W16x26 R30 (16)
W16x26 R30 (16)
W16x26 R30 (16)
W18x35 R30 (16)
W16x26 R30 (16)
W16x26 R30 (16)
W x
R
W x
R
W14x30 R12
W14x30 R12
W14x30 R12
W14x30 R12
W14x22 R12
W x
R
31'-6" 31'-6" 31'-6" 31'-6" 31'-6" 31'-6" 31'-6" 23'-0"
S203
S203
AT SURGICAL BOOMS, PROVIDE MOMENT
CONNECTED W14 OR HSS14 MISC STEEL
BETWEEN W14 ROOF BEAMS ENGAGING 3-
4 ROOF BEAMS TO LIMIT ROTATION AT
BASE OF BOOM TO 0.1 DEGREE WITH 1600
# LOAD APPLIED AT 4', CONFIRM WITH
EQUIPMENT VENDOR.
BRACED FRAME
BRACED FRAME
TRANSFER
COLUMN
W14x30 R12
W14x30 R12
W14x30 R12
W14x30 R12
W14x22 R12
W14x22 R12
F.2
4.5 5.7
5.2
AA
2.3
5.5
A.3
TRANSITION IN TOP OF
STEEL AT SLAB
VERSUS ROOF DECK
BOTTOM OF
DECK
87'-1 1/2"
BOTTOM OF
DECK
87'-1 1/2"
BOTTOM OF
DECK
88'-5 1/4"
15'-7"
2'-11"
9'-9"7'-8"
3.5
16'-10"
W18x35 C=0.75 R75 (50)
W18x35 C=0.75 R75 (50)
W16x26 R30 (16)
W16x26 R30 (16)
W16x26 R30 (16)
VARIES
W12x19 R20 (10)
W14x30 R12 W14x30 R12 W14x30 R12
W27x84 R25 P80 W30x90 R42 P80/160
W18x35 C=0.75 R75 (50)
W18x35 C=0.75 R75 (50)
(6
P
W x
(6
P
W x
(6
P
W x
(6
P
W x
ROOFTOP UNIT,
4000# MAX
W12x14 R12 UNDER FAN
RAILS. CONFIRM LOCATION
WITH EQUIPMENT MFR
HSS4x4x1/4 P46
TYP 4 LOCNS
W x
R
(2
H S
S x x
P
/1
H
/1
L
S V
H S
S x x
H
/7
P
/1
L
S V
E.2
W21x44 P40 W27x84 R70 P40
W12x19 R20 (10)
W12x19 R20 (10)
TRANSFER
COLUMN
W x
R
(2
W x
R
(2
W x
R
(2
TRANSFER
COLUMN
TRANSFER
COLUMN
R
W x
TRANSFER
COLUMN
W14x22 R12 (16)
W14x22 R12 (16)
R12 (16)
W14x22
W x
R
(2
W21x44 R40 (20)
W x
R
(2
TRANSFER
COLUMN
W21x44 R40 P40/80 W21x44 R40 P80 W21x44 R40 P80/0
L5x5x1/2 PERIMETER
TRUSS ALONG
NORTH AND SOUTH
EDGES TYPICAL
REFER TO ROOF
FRAMING NOTE 8
L5x5x1/2 PERIMETER
TRUSS ALONG
NORTH AND SOUTH
EDGES TYPICAL
L5x5x1/2 PERIMETER
TRUSS ALONG
NORTH AND SOUTH
EDGES TYPICAL
L5x5x1/2 PERIMETER
TRUSS ALONG
NORTH AND SOUTH
EDGES TYPICAL
W x
R
W x R
15'-10"
W18x35 R30 (26) P115/0
R12 (6)
W12x19
R12 (6)
W12x19
W12x19
W x
R
(3
P /1
TOP OF SLAB
87'-8"
W x
R
(3
P /1
W x
R
(3
W x
R
(3
W18x35 R30 (16) W21x44 R50 (30) P0/40
W21x44 R40
S524
S524
S526
S524
S524
S524
S526
S524
(6
P
W x
(6) P10
W12x19
(6
P
W x
S526
S524
S524
TYP
TYP
TYP
TYP TYP
TYP SEE ROOF
NOTE 7
TYP
TYP SEE
ROOF
NOTE 7
S204
S527
TYP
S527
TYP
S527
TYP
S527
ROOF NOTE 9ROOF NOTE 9 ROOF NOTE 9 ROOF NOTE 9 ROOF NOTE 9
R
W x
R
W x
R
W x
ROOF NOTE 10 ROOF NOTE 10 ROOF NOTE 10
S562
TOWER
ENTRY
SCREENWALL,
SEE ARCH
STUB CONNECTION AT
COLUMN TO RECEIVE
W21 EDGE BEAM
4"
(2
P /1
W x R
R P
H
L
S V
H S
S x x /8
W30x90 R66 (30) P0/180
W12x16 R16 (10)
W36x282 R140 (0,10,0) H100 P100
S562
S562
W x
R
(2
S562
METAL PANEL ON CFSF.
GRAVITY AND LATERAL
CONNECTION TO
STRUCTURE AT EACH
FLOOR BY CFSF MFR
S562
S562
HSS8x6x1/4 LSH AT
LOUVER SILL, TYP 2
LOUVERS
HSS8x6x1/4 AT LOUVER
JAMBS, TYP 2 LOUVERS,
EACH SIDE
METAL PANEL ON CFSF.
GRAVITY AND LATERAL
CONNECTION TO
STRUCTURE AT EACH
FLOOR BY CFSF MFR
METAL PANEL AND STONE
VENEER ON CFSF. GRAVITY
AND LATERAL CONNECTION TO
STRUCTURE AT EACH FLOOR
BY CFSF MFR
HSS6x3x3/8 VERTICAL EACH
SIDE OF CURTAINWALL
METAL PANEL ON CFSF.
GRAVITY AND LATERAL
CONNECTION TO
STRUCTURE AT EACH
FLOOR BY CFSF MFR
GRAVITY AND LATERAL
CONNECTION OF
CURTAINWALL BY MFR
ROOF
NOTE 10
METAL PANEL ON CFSF.
GRAVITY CONNECTION TO TOP
OF CONCRETE BY CFSF MFR
S561
S527
W x
R
(1
W x
R
(1
W x
R
(1
W x
R
S562
SIM
S562SIM
ROOF
NOTE 10
S531
S531
FOR ELEVATOR
MACHINE LOADING
FOR POP-UP
FRAMING
L4x4x1/4 BRACE TO W18x26
BOTTOM FLANGE
(1 LOCATION) SEE
12/S522 SIM
(6
P /5
W X
(1
P /1
W X
(6) P190/250
W14X82
(6) P50/100
W14X82
(6) P0/50
W14X82
ADDITIONAL DIVIDER
BEAM BELOW THIS BEAM,
REF 4/S531. HANG SUCH
THAT FACE OF HSS FLUSH
WITH CLEAR HOISTWAY
R
W x
R
W x
R
W x
R
W x
W14x22 R20
PRECAST RIBBON
PANEL GRAVITY
CONNECTION TO THIS
BEAM
FLOOR FRAMING NOTES
1. TYPICAL FLOOR SLAB IS 3 ½” LWC ON 3” 20 GA (6 1/2" TOTAL THICKNESS). COMPOSITE
DECK. REFER TO TYPICAL DETAILS FOR REINFORCEMENT PLACEMENT. REINFORCE
AS INDICATED ON S1X1-R.
2. REFER TO TYPICAL STEEL FRAMING DETAILS.
3. REFER TO ARCHITECTURAL AND MEP DRAWINGS FOR SLAB OPENINGS AND SLEEVES
NOT SHOWN. REFER TO TYPICAL DETAILS FOR ADDITIONAL SLAB REINFORCEMENT
REQUIRED AT OEPNINGS AND SLEEVES.
4. REFER TO ARCHITECTURAL DRAWINGS FOR STAIR OPENINGS AND CONSTRUCTION,
ELEVATOR OPENINGS, ETC AND ALL EDGE OF SLAB DIMENSIONS NOT SHOWN.
5. REFER TO COLUMN SCHEDULE FOR COLUMN SIZES.
6. MOMENT CONNECTIONS ARE TO BE DESIGNED BY THE STEEL FABRICATOR FOR THE
FULL MEMBER CAPACITY, UNO. CANTILEVER BEAM SIZE AND CONNECTION FORCE
SHALL BE THE SAME AS THE BACKSPAN BEAM SIZE AND CONNECTION FORCE, UNO.
7. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF
OPENINGS FOR STAIRS AND ELEVATORS. BEAMS NOT ON GRIDS/COL LINES WHICH
FRAME OPENINGS SHALL BE 6” FROM FACE OF OPENING FOR BEAMS WITH bf≤9” AND
AT 12” FOR BEAMS WITH bf>9”, TYP UNO.
8. ALL GRAVITY CONNECTIONS FOR PRECAST MAY NOT BE MADE WITHIN THE MIDDLE
THIRD OF THE SUPPORTING BEAM.
9. REFER TO S561 FOR TYPICAL PRECAST CONNECTION DETAILS. PRECAST GRAVITY
CONNECTIONS MAY NOT IMPART LATERAL LOADS TO COLUMNS. NO PRECAST GRAVITY
CONNECTIONS TO ROOF BEAMS. FOR RIBBON WINDOWS AT ROOF, MAKE PRECAST
GRAVITY CONNECTIONS TO COLUMNS.
ROOF FRAMING NOTES
1. REFER TO S021 FOR ROOF DECK TYPE SIZE AND GAUGE.
2. REFER TO TYPICAL STEEL FRAMING DETAILS.
3. REFER TO ARCHITECTURAL AND MEP DRAWINGS FOR ROOF OPENINGS AND
SLEEVES NOT SHOWN AND FOR ALL EDGE OF DECK DIMENSIONS NOT SHOWN.
4. REFER TO ARCHITECTURAL DRAWINGS FOR STAIR CONSTRUCTION.
5. REFER TO COLUMN SCHEDULE FOR COLUMN SIZES.
6. MOMENT CONNECTIONS ARE TO BE DESIGNED BY THE STEEL FABRICATOR FOR THE
FULL MEMBER CAPACITY, UNO. CANTILEVER BEAM SIZE AND CONNECTION FORCE
SHALL BE THE SAME AS THE BACKSPAN BEAM SIZE AND CONNECTION FORCE, UNO.
7. PROVIDE TIE PLATES PER 10/S524 THROUGH 15/S524 FOR ALL METAL DECK AREAS.
TYPICAL.
8. REFER TO S561 FOR TYPICAL PRECAST CONNECTION DETAILS. PRECAST GRAVITY
CONNECTIONS MAY NOT IMPART LATERAL LOADS TO COLUMNS. NO PRECAST
GRAVITY CONNECTIONS TO ROOF BEAMS EXCEPT WHERE INDICATED. FOR RIBBON
WINDOWS AT ROOF, MAKE PRECAST GRAVITY CONNECTIONS TO BEAMS WHERE
INDICATED.
9. ASSUMED LOCATION OF TIE BACK ANCHOR - CONFIRM WITH MANUFACTURER.
REFER TO 6/S524
10. ASSUMED LOCATION OF WINDOW WASHING DAVIT - CONFIRM WITH MANUFACTURER.
REFER TO 7/S524 OR 9/S524
Revisions:
2 3 4 5 6 7 8 9
Date
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 i n c h o n e f o o t o n e q u a r te r i n c h o n e f o o t th r e e e ig h th s i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th r e e q u a r te r s i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t th r e e i n c h e s o n e f o o t
5960 Fairview Road Suite 500 Charlotte, NC 28210
704.887.3500
704.887.3507 fax
1201 Peachtree St., NE 400 Colony Square Suite 1600 Atlanta, GA 30361
Voice: 404.898.9620 Fax: 404.898.9659
1821 Cumberland Ave Suite #100 Charlotte, North Carolina 28203
(704) 348-3097
500-K Clanton Road Charlotte, NC 28217
(704) 525-2003
VA Charlotte Health Care Center
SFO# VA-101-10-RP-0081
Charlotte, NC
12/18/2013
ISSUED FOR CONSTRUCTION
This d ocument i s t he prope r ty o f RP A D esign ( inc lud ing consul tants) a nd RPA De sig n r e ta ins a l l r ig hts there in, i nc lud ing cop yr ight s.
I t m a y o nly b e use d in a ma nne r c ons is t ent w i t h R P A D es ig n ' s r ig ht s w hi le R PA De sig n i s p ro v id ing se rv ice s f or the sp ec i f i c p ro j ec t i de nt i f ie d o r r e f e r r e d t o here in o r e xte nsions t here to .
I t m a y no t b e use d f o r a ny o t he r p urp o se e c e p t w i t h the e xpre ss w r i t t e n ag re e m ent o f , a nd c om p e nsa t io n t o , R P A De s ig n.
/3
/2
:2 :2
P
M
AGBB
S161-A
PENTHOUSE LEVEL FRAMING
PLAN - AREA A
NORTHKEY PLAN
AREA - BAREA - A
AREA - C
1/8" = 1'-0"1
PENTHOUSE LEVEL FRAMING PLAN - AREA A
REV 2 CONCRETE BID PACKAGE 12/20/2013
REV 3 STEEL DETAILING PACKAGE1 1/13/2014
REV 4 STEEL DETAILING PACKAGE2 2/14/2014
SUPERSTRUCTURE PERMIT 3/10/2014
ASI 2 5/23/2014
File details come from the government source that posted it. Updated .