g.s.#104-187 demonstration school renovation
TRANSCRIPT
SECOND FLOOR FRAMING
PLAN
S3.0
SCALE: 1/8" = 1'-0"
PROJECT NO.
CHECKED BY:
DRAWN BY:
W. Mark Watson
PE, LLC
C
2017Copyright
MA
RK
DA
TE
DE
SC
RIP
TIO
N
2016-330
JDS
JDS
PryorMorrow
Dem
onstration S
chool R
enovation
Colum
bus, M
ississippi
G.S
.#104-187
Bureau of B
uilding, G
rounds and R
eal P
roperty M
anagem
ent
SD
June 17, 2016
SC
HE
MA
TIC
D
ES
IG
N
DD
Novem
ber 18, 2016
DE
SIG
N D
EV
ELO
PM
EN
T
W. MARK WATSON, PE, LLC
CD
July 14, 2017
CO
NS
TR
UC
TIO
N D
OC
UM
EN
TS
CD
Septem
ber 5, 2017
OF
FIC
IA
L B
ID
D
OC
UM
EN
TS
2017
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SECOND FLOOR FRAMING PLAN
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SCALE: 1/8" = 1'-0
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S
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W
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N
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E
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W10x22
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*W14x38*
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W16x31
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W16x31
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W12x22
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ELEVATOR
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SHAFT
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W18x35
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JOIST J1 AT 24"OC
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f'c = 3500 PSI, 28 DAY MIN
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ELEV T/FF = +113'-0"
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3" CONCRETE SLAB ON
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0.6C28 GALV FORM DECK
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PLACED 1" BELOW T/FF
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w/ 6x6-W1.4/W1.4 WWF
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OPEN TO
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BELOW
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W12x26
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ELEVATOR
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C1
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C1
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C1
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C1
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C1
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C1
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C1
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C1
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C1
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W12x26
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W10x22
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W10x22
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*W14x38*
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SEE SHEET S3.1
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FOR LOW ROOF
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FRAMING PLAN
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W10x22
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W10x22
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T/STEEL ELEVATION FOR ALL BEAMS SHOWN THIS PLAN IS +112'-6 1/2" UNLESS NOTED OTHERWISE
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A
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S5.0
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B
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S5.0
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B
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S5.0
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C
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S5.0
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D
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S5.0
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15'-5"
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E
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S5.0
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F
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S5.0
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22'-7 1/2"
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16'-6 1/2"
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16'-5 1/2"
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79'-5"
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8'-0"
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8'-0"
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22'-7 1/2"
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16'-6 1/2"
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16'-5 1/2"
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16'-3 1/2"
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16'-5 1/2"
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17'-9 1/2"
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11'-2 1/2"
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9'-0 1/2"
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9'-7"
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8'-10 1/2"
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15'-7"
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22'-9"
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29'-0"
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6'-3"
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4'-3"
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7" MIN
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6'-7"
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0'-11"±
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1'-4"±
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0'-11"±
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DESIGN LL=100 PSF (LOBBY)
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A
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S5.1
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7'-6"
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W10x22
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FLOOR JOIST SCHEDULE
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1.) ALL JOIST BRIDGING TO BE L1~4 x 1~4 x 7/64 CONT T & B UNLESS NOTED
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OTHERWISE. SEE SHEET S1.1 FOR STANDARD BRIDGING DETAILS.
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ROWS OF
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BRIDGING
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2.) ALL FLOOR JOIST ARE 24"OC CENTERED IN EACH BAY.
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MARK
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DESIGNATION
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NET
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NOTES:
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J2
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J1
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2.5K1
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18K4
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UPLIFT
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REMARKS
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NOTE 2
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NOTE 1 AND 2
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---
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2
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2'-10 1/2"
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C1
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C
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S5.0
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SIM
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JOIST J2 AT 24"OC
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EXISTING BUILDING (SECOND FLOOR)
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LINTEL PLATES AND WEB STIFFENERS NOT REQUIRED ALONG FULL BEAM SPAN. COORDINATE LINTEL LOCATION w/ WINDOW LAYOUT BELOW.
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LINTEL PLATES AND WEB STIFFENERS NOT REQUIRED ALONG FULL BEAM SPAN. COORDINATE LINTEL LOCATION w/ WINDOW LAYOUT BELOW.
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APPROXIMATE LOCATION OF JOIST BRIDGING. SEE JOIST SCHEDULE FOR NUMBER OF ROWS.
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1'-10"
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7'-11"
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SYMBOL DENOTES MOMENT CONNECTION. SEE DETAIL ON SHEET S1.1 FOR INFORMATION.
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SEE BEAM BEARING DETAILS ON SHEET S5.1 FOR BEAM TO CMU CONNECTION. PROVIDE 16" DEEP CMU LINTEL ABOVE ELEVATOR DOOR OPENING. SEE LINTEL DETAIL ON SHEET S5.0 FOR REINFORCING. SEE LINTEL DETAIL ON SHEET S5.1 FOR NEW STRUCTURAL LINTEL AND TEMPORARY WALL SHORING AT EXISTING EXTERIOR BRICK WALL. BRICK SUPPORT LINTEL DIRECTLY ABOVE LOW ROOF NOT SHOWN THIS SHEET. SEE SECTIONS E/S5.0 AND F/S5.0 FOR HSS BEAM SIZE AND PLATE DIMENSIONS.
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1
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FRAMING KEY NOTES
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2
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3
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4
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4
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4
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SEE ELEVATOR SHAFT REINFORCING PLAN ON SHEET S4.1 FOR ADDITIONAL REINFORCING AT CORNERS, UNDER STEEL BEAMS, AND AROUND DOOR JAMBS.
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TUPELO, MS 38804
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PHONE: 662-260-5083
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431 W. MAIN STREET, SUITE 320
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STRUCTURAL ENGINEERS
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ENGINEER
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17416
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9/5/2017
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19'-1 3/4"
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19'-1 3/4"
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SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN ON THE STRUCTURAL PLANS.
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ALL COLUMNS DESIGNATED "C1" TO BE HSS8 x 8 x 1/4 SECTIONS