S2 · 22k5 2 2 k 5 2 2 k 5 2 8 k c s 4 2 8 k s 4 2 8 k 9 2 8 k 9 2 8 k 9 2 8 k 9 2 8 k 9 2 8 k 9 2...
1
SIM. TYP @ J.G. BRG. HI 12 11 7.0 A B C D G E F H 8.0 9.0 10 15'-0" 15'-0" 26'-0" 42'-0" 42'-0" 42'-0" 42'-0" 42'-5" 46'-5" 40'-0" 36'-11" 36'-11" W27X84 (+2 1/2) W27X84 (+2 1/2) MF-1 MF-1 12K1 (8) EQUAL SPACES (8) EQUAL SPACES (7) EQUAL SPACES (7) EQUAL SPACES (6) EQUAL SPACES 1'-5" MC6x12 ON TOP OF DECK. TYPICAL AT MECH. UNITS. SEE DETAILS ON SHET S4.0 PROVIDE ANGLE FRAMING AT DUCT OPENING. SEE TYPICAL DETAIL ON SHEET S4.0. TYPICAL AT MECH. UNITS. GENERAL CONCTRACTOR TO COORDINATE EXACT LOCATIONS OF FRAMING WITH MECHANICAL CONTRACTOR. M FC - 1 S5.0 1 S5.0 2 A.3 A.2 GRILLAGE BEAM W8x31x3'-0" LG. TYP. @ J.G. BRG. 10 S4.1 10 S4.1 4 S4.1 3 S4.1 3 S4.1 6 S4.1 5 S4.1 5 S4.1 B.2 B.3 A.4 10.1 10.3 9.7 9.8 8.9 8.7 28K9 28K9 28K9 28K9 28K9 28K9 28K9 28KCS4 18K4 18K4 18K4 18K4 18K4 18K4 18K4 18K4 18KCS3 12K1 12K1 12K1 12K1 12K1 12K1 12K1 12K1 12K1 12K1 12K1 12K1 12K1 12K1 12K1 12K1 12K1 12K1 12K1 12K1 12K1 12K1 12K1 12K1 12K1 22K5 22K5 22K5 28KCS4 28KCS4 28K9 28K9 28K9 28K9 28K9 28K9 28KCS4 28KCS4 28KCS4 28K9 28K9 UN O . C-1 T Y P. M FC - 1 M FC - 1 M FC - 1 28K9 28K9 28K9 28K9 28K9 28K9 28K9 28K9 28K9 28K9 28K9 28K9 28K9 28K9 28K9 28K9 28K9 28K9 28K9 28K9 28K9 28K9 28K9 28KCS4 28K10 W24X55 (+2 1/2) 28K10 28K10 28K10 28K10 W24X55 (+2 1/2) 28K10 28K10 28K10 W24X55 (+2 1/2) 28K10 28K10 28K10 28K10 28K10 28K10 28K10 28K10 28K10 28K10 28K10 28K10 28K10 28K10 28K10 28K10 28K10 28K10 28K10 28K10 (+ 19'-3 1/2" ) (+ 19'-10" ) (+ 20'-8 1/2" ) (+ 21'-7" ) (+ 22'-5 1/2" ) ( +23'-4" ) ( +19'-0" ) J/BRG EL J/BRG EL J/BRG EL J/BRG EL J/BRG EL J/BRG EL J/BRG EL ( +18'-8" ) J/BRG EL 6'-6 1/2" 2'-8 3/4" 2'-10" 10'-8" 8" 2'-0" 2'-6" 7'-7" 24'-10" 7'-7" 2'-6" 2'-0" + 1. 0k + 1. 0k +1 . 0k +2 . 0k +2 . 0k + 2 . 0k + 2 . 0k +1 . 0k +2 . 0k +2 . 0k +2 . 0k +2 . 0k 40G 6N 13.0k 40G 7N 13.0k 40G 7N 13.0k 40G 8N 13.0k 40G 8N 13.0k 40G 8N 13.0k 40G 8N 13.0k 40G 7N 13.0k 40G 7N 13.0k 40G 6N 13.0k 40G 6N 11.0k 40G 7N 11.0k 40G 7N 11.0k 40G 8N 11.0k 40G 8N 11.0k 40G 8N 9.0k 40G 8N 7.0k 40G 7N 7.0k 40G 7N 7.0k 40G 6N 7.0k 40G 6N 13.0k 40G 7N 13.0k 40G 7N 13.0k 40G 8N 13.0k 40G 8N 13.0k 22K5 1'-5" L-X WELD ROOF DECK TO W27 @ 6" O.C. L-X L-X ROOF HATCH. SEE TYP. ROOF OPENING DETAIL ON SHEET S4.0. SEE ARCH. FOR LOCATION P OST-UP C-1A 2 S4.1 2 S4.1 SEE HIGH ROOF FRAMING AND VESTIBULE FRAMING PLAN ON S2.1 FOR ADD'L INFO. SEE TYPICAL INTERMEDIATE COLUMN ATTACHMENT DETAILS ON S4.0 FOR BRACING SIZES. TYP OF (2) LOCATIONS. BEAMS @ (+2 1/2") 28KCS4 28KCS4 28K9 28K9 28K9 28K9 28K9 28K9 28K9 28KCS4 28KCS4 28KCS4 28K9 18KCS3 18KCS3 18K4 18K4 18K4 18K4 B.1 + 0. 5k + 0. 5k +0 . 5k +0 . 5k +0 . 5k +0 . 5k +0 . 5k +0 . 5k +0 . 5k +0 . 5k +12. 0k +0 . 5k +0 . 5k 9 S4.1 9 S4.1 9 S4.1 9 S4.1 METAL STUD FRAMED BUMP-OUT TYP. (4) LOC. 2 S4.2 W10X19 (+2 1/2) W10X19 (+2 1/2) P OST-UP C-1A P OST-UP C-1A W24X55 W24X55 W24X55 C - 5 C-5 C - 5 C - 5 C-2 C - 2 C - 2 C-2 2A S4.2 1 S4.2 3 S4.2 3 S4.2 2 S4.2 2A S4.2 W10X19 (+2 1/2) W10X19 (+2 1/2) W10X19 (+2 1/2) W10X19 (+2 1/2) 2 2 2 2 2 2 2 2 2 2 2 22K5 2 2 2 2 2 2 1200# RTU - 10 3400# RTU - 5 3400# RTU - 7 3400# RTU - 8 4000# RTU - 6 2 2 2 2 2 2 2 2 2 2 + 2 . 5k 2 2 2 www.FRCH.com 311 Elm Street | Suite 600 | Cincinnati, OH 45202 Telephone 513.241.3000 | Facsimile 513.241.5015 Contact Information Sheet Issue Information Sheet Information © 2 0 1 2 T h i s d r a w i n g , p r i n t e d o r o t h e r w i s e , i s t h e c o p y r i g h t e d p r o p e r t y o f F R C H D e s i g n W o r l d w i d e a n d F R C H / A r c h i t e c t u r e , I n c . , P . C . T h e d r a w i n g m a y n o t b e u s e d , r e p r o d u c e d o r c o p i e d w i t h o u t t h e p e r m i s s i o n o f F R C H D e s i g n W o r l d w i d e o r F R C H / A r c h i t e c t u r e , I n c . , P . C . Title Drawn By: Issued Architecture p: (513) 241-3000 Structural p: (513) 579-8200 MEP p: (330) 659-6688 Owner p: (724) 273-3400 Dick's Sporting Goods 345 Court Street Coraopolis, PA 15108 FRCH Architecture Inc. 311 Elm Street, Suite 600 Cincinnati, OH 45202 Thorson Baker & Associates 2055 Reading Road, #280 Cincinnati, OH 45202 Thorson Baker & Associates 3030 W. Streetsboro Road Richfield, OH 44286 Project No. Interior Design p: (513) 241-3000 FRCH Design Worldwide 311 Elm Street, Suite 600 Cincinnati, OH 45202 FRCH/Architecture, Inc., P.C. G R E E N B R I E R S Q U A R E 1 5 0 1 S e n t i n e l D r i v e S u i t e s 1 0 0 & 2 0 0 C h e s a p e a k e , V A 2 3 3 2 0 32345.000 / #4608 ROOF FRAMING PLAN - F&S TBA S2.0b # Description Date 1 Permit/Bid 12.07.2015 2 Revision 1 02.03.2016 N SCALE: 1/8" = 1'-0" ROOF FRAMING PLAN - F&S NOTES: - ROOF CONSTRUCTION: 1 1/2"x22GA. WIDE RIB DECK (TYPE B) WELDED TO SUPPORT STEEL. SEE TYPICAL ROOF DECK CONNECTION SCHEDULE. MINIMUM 3-SPAN CONDITION (UNO). - J/BRG = 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/BRG ELEVATION NOTED. - PROVIDE JOIST BRIDGING IN ACCORDANCE WITH THE STEEL JOIST INSTITUTE (UNO). SEE TYPICAL DETAIL ON S4.0 - PROVIDE ADDITIONAL ROW OF BRIDGING AT 1st PANEL POINT OF ALL JOISTS SUBJECTED TO NOT UPLIFT LOADING - SEE GENERAL NOTES. - COORDINATE ALL OPENINGS AND EDGE CONDITIONS WITH ARCHITECTURAL AND MECHINICAL DRAWINGS. SEE SHEET S4.0 FOR TYPICAL OPENING DETAIL. - SEE SHEET S0.1 & S0.2 FOR GENERAL NOTES. - SEE SHEET S4.0 FOR TYPICAL DETAILS. - L-X DENOTES STEEL LINTELS. COORDINATE WITH STRUCTURAL AND ARCHTICTURAL SECTIONS SEE GENERAL NOTES ON ON S0.1 FOR MISC. LINTELS. - MF-X DENOTES MOMENT FRAMES SEE S4.3 FOR MOMENT FRAME DETAILS. - C-X DENOTES COLUMNS. SEE SHEET S2.0a FOR COLUMN SCHEDULE - JOISTS ARE DESIGNED TO SUPPORT EQUIPMENT INDICATED ON PLAN. IF EQUIPMENT LOCATION VARIES OR WEIGHT EXCEEDS THAT NOTED THEN NOTIFY ENGINEER. 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. (1)-#10 TEK SCREW PER SPAN (4)-#10 TEK SCREWS PER SPAN PUDDLE WELD AT 6" O.C. PUDDLE WELD AT 6" O.C. (36/7 PATTERN) B 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 2 2 A B B TYP. (UNO) B TYP 12' 2
Transcript of S2 · 22k5 2 2 k 5 2 2 k 5 2 8 k c s 4 2 8 k s 4 2 8 k 9 2 8 k 9 2 8 k 9 2 8 k 9 2 8 k 9 2 8 k 9 2...
SIM.
TYP @J.G. BRG.
HI
12117.0
A
B
C
D
G
E
F
H
8.0 9.0 10
15'-0
"15
'-0"
26'-0
"42
'-0"
42'-0
"42
'-0"
42'-0
"
42'-5" 46'-5" 40'-0" 36'-11" 36'-11"
W27
X84
(+2
1/2)
W27
X84
(+2
1/2)
MF-
1
MF-
1
12K
1
(8) EQUAL SPACES (8) EQUAL SPACES (7) EQUAL SPACES (7) EQUAL SPACES (6) EQUAL SPACES1'-5"
MC6x12 ON TOP OF DECK.TYPICAL AT MECH. UNITS.SEE DETAILS ON SHET S4.0
PROVIDE ANGLE FRAMING AT DUCTOPENING. SEE TYPICAL DETAIL ONSHEET S4.0. TYPICAL AT MECH.UNITS. GENERAL CONCTRACTOR TOCOORDINATE EXACT LOCATIONS OFFRAMING WITH MECHANICALCONTRACTOR.
MFC-1
S5.01
S5.02
A.3
A.2
GRILLAGE BEAMW8x31x3'-0" LG.TYP. @ J.G. BRG.
10S4.1
10
S4.1
4
S4.1
3
S4.1
3
S4.1
6S4.1
5S4.1
5
S4.1
B.2
B.3
A.4
10.1 10.39.79.88.98.7
28K9 28K9 28K9
28K
9
28K
9
28K
9
28K
9
28K
CS
4
18K4
18K
4
18K
418K418K418K4
18K
4
18K
4
18K
CS
3
12K
1
12K
1
12K
1
12K
1
12K
1
12K
1
12K
1
12K
1
12K
1
12K
1
12K
1
12K
1
12K
1
12K
1
12K
1
12K
1
12K
1
12K
1
12K
1
12K
1
12K
1
12K
1
12K
1
12K
1
12K
1
22K5
22K
5
22K
5
28K
CS
4
28K
CS
4
28K
9
28K
9
28K
9
28K
9
28K
9
28K
9
28K
CS
4
28K
CS
4
28K
CS
4
28K
9
28K
9
UNO.C-1
TYP.
MFC-1
MFC-1
MFC-1
28K9 28K9 28K9 28K9
28K
9
28K
9
28K
9
28K
9
28K
9
28K
9
28K
9
28K
9
28K9 28K9
28K
9
28K
9
28K
9
28K
9
28K
9
28K
9
28K
9
28K
9
28K
9
28K
CS
428
K10
W24
X55
(+2
1/2)
28K
10
28K
10
28K
10
28K
10
W24
X55
(+2
1/2)
28K
10
28K
10
28K
10
W24
X55
(+2
1/2)
28K
10
28K
10
28K
10
28K
10
28K
10
28K
10
28K
10
28K
10
28K
10
28K
10
28K
10
28K
10
28K
10
28K
10
28K
10
28K
10
28K
10
28K
10
28K
1028K10
(+19'-3 1/2")
(+19'-10")
(+20'-8 1/2")
(+21'-7")
(+22'-5 1/2")
(+23'-4")
(+19'-0")
J/BRG EL
J/BRG EL
J/BRG EL
J/BRG EL
J/BRG EL
J/BRG EL
J/BRG EL
(+18'-8")
J/BRG EL
6'-6
1/2"
2'-8
3/4"
2'-1
0"
10'-8
"8"
2'-0" 2'-6" 7'-7" 24'-10" 7'-7" 2'-6" 2'-0"
+1.0k
+1.0k
+1.0k+2.0k
+2.0k+2.0k
+2.0k
+1.0k+2.0k
+2.0k+2.0k
+2.0k
40G 6N 13.0k40G 7N 13.0k40G 7N 13.0k40G 8N 13.0k40G 8N 13.0k
40G 8N 13.0k 40G 8N 13.0k 40G 7N 13.0k 40G 7N 13.0k 40G 6N 13.0k
40G 6N 11.0k40G 7N 11.0k40G 7N 11.0k40G 8N 11.0k40G 8N 11.0k
40G 8N 9.0k 40G 8N 7.0k 40G 7N 7.0k 40G 7N 7.0k 40G 6N 7.0k
40G 6N 13.0k40G 7N 13.0k40G 7N 13.0k40G 8N 13.0k40G 8N 13.0k
22K
5
1'-5"
L-X
WELD ROOF DECKTO W27 @ 6" O.C.
L-X
L-X
ROOF HATCH. SEE TYP.ROOF OPENING DETAILON SHEET S4.0. SEEARCH. FOR LOCATION
POST-UPC-1A
2S4.1
2S4.1
SEE HIGH ROOF FRAMINGAND VESTIBULE FRAMINGPLAN ON S2.1 FOR ADD'LINFO.
SEE TYPICAL INTERMEDIATECOLUMN ATTACHMENT DETAILSON S4.0 FOR BRACING SIZES.TYP OF (2) LOCATIONS. BEAMS @(+2 1/2")
28K
CS
4
28K
CS
4
28K
9
28K
9
28K
9
28K
9
28K
9
28K
9
28K
9
28K
CS
4
28K
CS
4
28K
CS
4
28K
9
18K
CS
3
18K
CS
3
18K
4
18K
4
18K
4
18K
4
B.1
+0.5k
+0.5k
+0.5k+0.5k
+0.5k+0.5k
+0.5k
+0.5k+0.5k
+0.5k
+12.0k
+0.5k+0.5k
9
S4.19
S4.1
9
S4.1
9
S4.1
METAL STUD FRAMEDBUMP-OUT TYP. (4) LOC.
2
S4.2
W10
X19
(+2
1/2)
W10
X19
(+2
1/2)
POST-UPC-1A
POST-UPC-1A
W24X55 W24X55 W24X55C-5C-5C-5 C-5
C-2 C-2 C-2C-2
2A
S4.2
1
S4.2
3
S4.2
3
S4.2
2
S4.2
2A
S4.2
W10X19(+2 1/2)W10X19(+2 1/2)
W10X19(+2 1/2)W10X19(+2 1/2)W10X19(+2 1/2)W10X19(+2 1/2)W10X19(+2 1/2)
W10X19(+2 1/2)W10X19(+2 1/2)W10X19(+2 1/2)
W10X19(+2 1/2)W10X19(+2 1/2)
2 2
2
2
2
2
2
2
2
2
2
22K
5
2
2
2
2
2
2
1200#RTU - 10
3400#RTU - 5 3400#
RTU - 7
3400#RTU - 8
4000#RTU - 6
2
2
2
2
2
2 2
22
2
+2.5k
2
2 2
www.FRCH.com311 Elm Street | Suite 600 | Cincinnati, OH 45202Telephone 513.241.3000 | Facsimile 513.241.5015
Contact Information
Sheet Issue Information
Sheet Information
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Title
Drawn By:
Issued
Architecture p: (513) 241-3000
Structural p: (513) 579-8200
MEP p: (330) 659-6688
Owner p: (724) 273-3400Dick's Sporting Goods345 Court StreetCoraopolis, PA 15108
FRCH Architecture Inc.311 Elm Street, Suite 600Cincinnati, OH 45202
Thorson Baker & Associates2055 Reading Road, #280Cincinnati, OH 45202
Thorson Baker & Associates3030 W. Streetsboro RoadRichfield, OH 44286
Project No.
Interior Design p: (513) 241-3000FRCH Design Worldwide311 Elm Street, Suite 600Cincinnati, OH 45202
FRCH/Architecture, Inc., P.C.
GREE
N BRI
ERSQ
UAR E
1501
Sen
tinel
Driv
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uite
s10
0&
200
Che
sape
ake ,
VA23
320
32345.000 / #4608
ROOF FRAMINGPLAN - F&S
TBA
S2.0b
# Description Date
1 Permit/Bid 12.07.20152 Revision 1 02.03.2016
N SCALE: 1/8" = 1'-0"
ROOF FRAMING PLAN - F&S
NOTES:
- ROOF CONSTRUCTION: 1 1/2"x22GA. WIDE RIB DECK (TYPE B) WELDED TO SUPPORTSTEEL. SEE TYPICAL ROOF DECK CONNECTION SCHEDULE. MINIMUM 3-SPANCONDITION (UNO).
- J/BRG = ROOF JOIST BEARING ELEVATION REFERENCED FROM SLAB ON GRADEELEVATION OF 0'-0"
- ROOF BEAM ELEVATION NOTED THUS (±) INDICATE TOP OF BEAM ABOVE OR BELOWJ/BRG ELEVATION NOTED.
- PROVIDE JOIST BRIDGING IN ACCORDANCE WITH THE STEEL JOIST INSTITUTE (UNO).SEE TYPICAL DETAIL ON S4.0
- PROVIDE ADDITIONAL ROW OF BRIDGING AT 1st PANEL POINT OF ALL JOISTSSUBJECTED TO NOT UPLIFT LOADING - SEE GENERAL NOTES.
- COORDINATE ALL OPENINGS AND EDGE CONDITIONS WITH ARCHITECTURAL ANDMECHINICAL DRAWINGS. SEE SHEET S4.0 FOR TYPICAL OPENING DETAIL.
- SEE SHEET S0.1 & S0.2 FOR GENERAL NOTES.
- SEE SHEET S4.0 FOR TYPICAL DETAILS.
- L-X DENOTES STEEL LINTELS. COORDINATE WITH STRUCTURAL AND ARCHTICTURALSECTIONS SEE GENERAL NOTES ON ON S0.1 FOR MISC. LINTELS.
- MF-X DENOTES MOMENT FRAMES SEE S4.3 FOR MOMENT FRAME DETAILS.
- C-X DENOTES COLUMNS. SEE SHEET S2.0a FOR COLUMN SCHEDULE
- JOISTS ARE DESIGNED TO SUPPORT EQUIPMENT INDICATED ON PLAN. IF EQUIPMENTLOCATION VARIES OR WEIGHT EXCEEDS THAT NOTED THEN NOTIFY ENGINEER.
TYPICAL ROOF DECK CONNECTION SCHEDULE
PERPENDICULARTO SUPPORT
MARK ATTACHMENT
PARALLELTO SUPPORT
SEAMS
PUDDLE WELD AT 12" O.C.(36/4 PATTERN)
A PUDDLE WELD AT 12" O.C. (1)-#10 TEK SCREW PER SPAN
(4)-#10 TEK SCREWS PER SPANPUDDLE WELD AT 6" O.C.PUDDLE WELD AT 6" O.C.(36/7 PATTERN)
B
NOTES:
- ALL PUDDLE WELDS TO BE 5/8"Ø FUSION TYPE (UNO.).
- WELDS TO BE MADE FOLLOWING AWS D1.3 SPECIFICATIONSBY QUALIFIED WELDING OPERATORS.
- ALL DECK END LAPS TO BE A MINIMUM OF 2".
- SEE SECTIONS AND DETAILS FOR ADDITIONAL WELDSREQUIRED
2 2
A
B
BTYP. (UNO)
B
TYP
12'
2
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