Attach6_Structural.pdf
PDF 6 MB Posted
- Attached to
- REPLACE FIRE STATION Federal contract opportunity
- Solicitation number
- W50S8R-20-B-0001
About this file
This solicitation notice is for a construction project to replace an existing fire station at Mansfield Air National Guard Base in Ohio. The project includes building a new Aircraft Rescue Fire Fighting facility and emergency management training space. Optional items that may be included are concrete paving, apparatus doors, and a bridge crane. The construction duration is estimated at 660 calendar days. The pre-bid conference is scheduled for November 5, 2019 and bids are due on November 26, 2019. The project is set aside for small businesses with a size standard of $39.5 million average annual revenue. The magnitude is estimated between $10-20 million. Interested contractors must register in SAM and check the FedBizOpps website for solicitation documents, plans and specifications, and any amendments. Questions should be directed to the point of contact provided.
Volume 6 - STRUCTURAL
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Text version
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684448
1. ADDL #5 BAR ACROSS OPENING.
EXTEND A MINIMUM OF 2'-0"
BEYOND OPENING.
2. 2-#5 BARS AT CENTER OF SLAB.
EXTEND 2'-0" BEYOND CORNER OF
WALL.
3. #5X4'-0"@ 12" OC.
4. PJF.
5. CMU WALL.
2 DOOR AT EXTERIOR CMU WALL
NTS
1. MASONRY WALL
2. CONCRETE SLAB ON GRADE
3. WALL DOWELS, MATCH AND LAP
VERTICAL WALL REINFORCEMENT
4. STEMWALL AND FOOTING. FOOTING
REINF. CONTINUOUS FROM
FOOTING BEYOND.
3 INTERIOR WALL FTG AT OPENING
NTS
8"
1 EXTERIOR FOOTING AT DOOR
NTS
1. MASONRY WALL.
2. CONCRETE SLAB.
3. REINFORCING CONTINUOUS FROM
STEMWALL BEYOND.
4. PJF AT INTERFACE WITH EXTERIOR
STOOP.
5. DOWELS TO MATCH WALL VERTICAL
REINF SIZE AND SPACING..
6. CONCRETE STEMWALL AND
FOOTING.
NOTE:
BARS SHOWN ARE IN ADDITION TO SLAB
REINFORCEMENT IDENTIFIED ON PLAN.
4 VEHICLE BAY SLAB JOINT
NTS
1. CONCRETE SLAB ON GRADE.
2. SLAB REINFORCING.
3. FOR TOOLED JOINT AND JOINT
FILLER SEE ARCH DRAWINGS AND
SPECIFICATIONS.
4. SMOOTH DOWEL 5/8" Ø X 1'-4" LONG.
SPACE AT 12" OC. USE FORMS TO
SET ALL DOWELS TO MAINTAIN
ACCURATE POSITIONING BOTH
LEVEL AND PERPENDICULAR TO
JOINT.
5. PLASTIC SHEETING OVER ONE END
OF SMOOTH DOWEL.
2"
6"6"
6"12" 6" 12"
2"
2 4
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BAR IS ONE INCH ON
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PROJ
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JUNE 2019
5 COMMUNICATIONS TOWER PAD
NTS
1. 5' SQUARE X 4'-6" DEEP CONCRETE
PAD.
2. #7 @ 12" EW
3. TOWER BASE SECTION BY TOWER
MANUFACTURER.
4. NON-FROST SUSCEPTIBLE
DRAINAGE MATERIAL PREPARATION
PER SPECIFICATIONS.
NOTES:
A. TOWER MFR MAY
SUBMIT ALTERNATE
FDN DESIGN, DETAILED
AND SEALED BY A
REGISTERED
STRUCTURAL OR CIVIL
ENGINEER.
B. TOWER GROUNDING
NOT SHOWN, MFR TO
COORDINATE.
3/4"7-1/4"
3'-0"
1' -6
6"
2 - #5
1-1/2" GROUT
BEAM, FOR SIZE,
SEE PLANS CMU
PL 12" x BEAM WIDTH x 6"
2 - 34" X 12" BOLTS
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3 VENEER LEDGER
NTS2 WF BEAM PARALLEL TO CMU WALL
NTS1 WF BEAM TO PERP CMU WALL
NTS
LA
P
LA
P 8"
1'-4" MAX
TYP
1. FILL BLOCKOUT AS REQ'D FOR
FIRE RATING, SEE ARCH DWGS.
FOR NON-CEMENTITIOUS FILL,
PROVIDE 20 GA COVER PL
WHERE WALL IS EXPOSED TO
VIEW.
2. 3/4" PL x 4" x 1'-0" WITH 2 5/8"
HAS, 6" MIN EMBED +/- 1" INTO
FIRST FULL COURSE BELOW.
3. WHERE VERT REINF IS
INTERRUPTED BY BEAM
BLOCKOUT, REINF EACH SIDE OF
BLOCKOUT, MATCH VER REINF.
4. LEDGER ANGLE.
5. FACE SHELL.
6. PARTIAL HEIGHT BLOCK.
7. CONC-TOPPED METAL DECK.
8. WF BEAM.
9. BOND BEAM AT FIRST FULL
COURSE ABOVE AND BELOW
BEAM BLOCKOUTS .
10. LEDGER ANCHORS.
1/4" MIN
3/16
5/16 4
4 OWSJ TO PERP CMU WALL
NTS
LA
P
LA
P 8"
1'-4" MAX
TYP
1. FILL BLOCKOUT AS REQ'D FOR
FIRE RATING, SEE ARCH DWGS.
FOR NON-CEMENT FILL,
PROVIDE 16 GA COVER PL
WHERE WALL IS EXPOSED TO
VIEW.
2. 3/4" PL x 4" x 1'-0" WITH 2 5/8"
HAS, 6" MIN EMBED +/- 1" INTO
FIRST FULL COURSE BELOW.
3. WHERE VERT REINF IS
INTERRUPTED BY BEAM
BLOCKOUT, REINF EACH SIDE OF
BLOCKOUT, MATCH VERT REINF.
4. LEDGER ANGLE.
5. FACE SHELL.
6. PARTIAL HEIGHT BLOCK.
7. CONC-TOPPED METAL DECK.
8. OWSJ.
9. BOND BEAM AT FIRST FULL
COURSE ABOVE AND BELOW
OWSJ BLOCKOUTS .
10. LEDGER ANCHORS.
3/16 1/8 2
5 CMU PILASTER
NTS
JOIST BEARING ELEV
1. CMU WALL
2. 3/4" CONC ANCHOR @ 16",
6" MIN EMBEDMENT
3. LINTEL REINF, DO NOT
CUT OR DAMAGE
4. EXTERIOR WALL FINISH,
SEE ARCH DWGS
5. 1/2" BENT PL, GALV
SEE ARCH
DWGS
8"
AS REQ'D
5"
1. EXTEND BOND BEAM REINF TO
OPPOSITE END OF PILASTER
2. CMU WALL
3. 16" X 24" PILASTER MAINTAIN
RUNNING BOND PATTERN AT
EXTERIOR WALL.
4. VERT BAR @ WALL ENDS
5. EXTEND BOND BEAM REINF
THROUGH PILASTER
6. (6) #7 VERT
7. #3 TIES @ 16" OC
6 CMU WALL AT RAKE
NTS
1. BOND BEAM. USE FULL HEIGHT
SLOPED BLOCKS.
2. MATCH BOND BEAM REINF AND
LAP EACH SIDE.
3. TYPICAL WALL REINF.
NOTE
SEE TYPICAL WALL REINF DETAIL
FOR INFORMATION NOT SHOWN.
1 2
7 CMU LINTEL
NTS
1. LONG REINF, T&B OF
LINTEL.
2. STIRRUPS, HOOK ENDS
AS SHOWN.
8 CMU INTERSECTION
NTS
1. VERT REINF, LOCATE BARS AS
SHOWN. TYP.
2. ALTERNATE HOOKS.
3. HORIZ REINF, TYP.
9 CMU CONTROL JOINT
NTS
1. ADDN VERT BAR EACH SIDE OF
JOINT, MATCH VERT WALL REINF.
2. CONTROL JOINT KEY, INSTALL
BACKER ROD AND SEALANT AS
SPECIFIED.
3. HORIZ REINF. STOP 2" CLEAR OF
CONTROL JOINT EXCEPT AT TOP
AND BOTTOM OF WALL, HORIZ
REINF SHALL BE CONTINUOUS
THROUGH JOINT.
4. 3/4" DIA X3'-0" LONG SMOOTH
DOWEL, CENTERED ON JOINT.
MATCH SPACING OF
HORIZONTAL REINF. GREASE
DOWELS ONE SIDE OF JOINT
FOR BOND BREAK.
10 NON-LOAD BEARING TOP OF WALL
NTS
1. CONC-TOPPED DECK.
2. BOND BEAM.
3. 1/2"X4" CONC ANCHOR @ 2'-0",
CENTER IN FLUTE.
4. 1/4" BENT PL:
LINTEL SCHEDULE
MAX OPENING
WIDTH
D LONG
REINF
STIRRUPS
6'-0" 2'-0" #6 #4@8" 8'-0" 2'-0" #7 #4@8"
12'-0" 2'-0" 2 #6 #4@8" 16'-0" 2'-8" 2 #7 #4@8" 20'-0" 3'-4" 4 #7 #5@8" 24'-0" 4'-0" 6 #7 #6@8"
TWO LAYER
REINF
ONE LAYER
REINF
D S
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D S
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LAP
PLAN 12" WALL
PLAN 8" WALL
ELEVATION
AS REQ'D
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JUNE 2019
1' -0
2"
2" TYP
3" TYP
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684448CH_S-520.dwg
6844485 OPERABLE PARTITION SUPPORT
NTS
1 STIFFENER PLATE
NTS 4 METAL DECK LEDGER TO WALL
NTS2 BEAM CONNECTION - SINGLE PL
NTS 3 BEAM CONNECTION - DBL ANGLE
NTS
BEAM
DEPTH "L" "N"
8" 10" 12" 14" 16" 18" 21" 24" 27" 30" 33" 36"
5-1/2 2 5-1/2 2 8-1/2 3 8-1/2 3 8-1/2 3 11-1/2 4 14-1/2 5 17-1/2 6 20-1/2 7 20-1/2 7 23-1/2 8 26-1/2 9
NOTE:
THIS DETAIL APPLIES ONLY FOR BEAMS
WITH CONC-TOPPED STEEL DECK, 20 GA
OR THICKER, FASTENED TO THE TOP
FLANGE FOR AT LEAST 75% OF THE BEAM
LENGTH.
1. EDGE OF CONNECTED MEMBER.
2. "N" BOLTS EQUALLY SPACED, SEE
SCHEDULE.
3. "L" SEE SCHEDULE.
4. 3/8" FB x 4".
5. COPE BEAM AS REQ'D, T&B.
5/16
5/16
2 3
2 1/2"
1/
4" T
B
6. 2 1/2". FOR SLOPED BEAMS, PROVIDE
MIN REQ'D TO CLEAR BEAM FILLET.
BEAM
DEPTH "L" "N"
8" 10" 12" 14" 16" 18" 21" 24" 27" 30" 33" 36"
5-1/2 2 5-1/2 2 8-1/2 3 8-1/2 3 8-1/2 3 11-1/2 4 14-1/2 5 17-1/2 6 20-1/2 7 20-1/2 7 23-1/2 8 26-1/2 9
1. EDGE OF CONNECTED MEMBER.
2. "N" BOLTS EQUALLY SPACED, SEE
SCHEDULE.
3. "L" SEE SCHEDULE.
4. L4x3x3/8, EA SIDE.
5. COPE BEAM AS REQ'D, T&B.
2 1/2"
1/
4" T
B
2 3
6. 2 1/2". FOR SLOPED BEAMS, PROVIDE
MIN REQ'D TO CLEAR BEAM FILLET.
1. FULL DEPTH STIFFENER PLATE,
SEE SCHEDULE.
2. STEEL BEAM.
3. PARTIAL DEPTH STIFFENER
PLATE, SEE SCHEDULE.
4. 1/2" MAX FOR FLANGE WIDTH
< 8", 1" MAX FOR FLANGE
WIDTH 8" OR MORE.
5/16
5/16
BEAM DEPTH "D"
STIFF PLATE
THICKNESS
12" AND SMALLER
12" TO 18"
18" TO 27"
LARGER THAN 27"
1/4" MIN
3/8" MIN
1/2" MIN
3/4" MIN
NOTE:
STIFFENER PLATES SHALL BE FULL
DEPTH UNLESS NOTED OTHERWISE ON
DRAWINGS.
3 SIDES
1/2" BEYOND FILLET, TYP
B E
A M
D E
P
TH
"D
2/
D
1. WIDE FLANGE BEAM.
2. COLD FORM CHANNEL
CEILING FRAMING.
3. L3x3x3/8 AT 8'-0" MAX OC.
4. HSS3x3x1/4 AT 8'-0" MAX OC.
5. 14x30 PARTITION SUPPORT
BEAM.
6. OPERABLE PARTITION.
7. L3x3x3/8 TYP ONE PAIR PER
PARTITION SUPPORT BEAM.
1/4
1/4
S-532
LATERAL BRACE
TYP
"H
C
LE
A R
H E
IG
H
T
H ± 1'-0" H ± 1'-0"
LONGITUDINAL BRACE
1/4
1/4
S-532
TYP
1/4
2" 2"
1. CONCRETE-TOPPED METAL
DECK.
2. (2) #5 CONT.
3. 3/4" MASONRY ANCHOR @ 2'-0"
OC MAX, 4" MIN EMBED.
4. L4x4x3/8 CONT LEDGER.1
6 JOIST TO BEAM
NTS
1. STEEL DECK.
2. JOIST.
3. STEEL BEAM.
4. PARTIAL DEPTH STIFFENER.
1/4"
MAX
1/8 3 1
232 4
7 JOIST REINFORCING
NTS
1 2
3 2
1. METAL DECK.
2. CONCENTRATED LOAD IN
EXCESS OF 40 LBS, 180 LBS MAX.
3. L2x2x3/16 (NS & FS) (TYP)
WELDED TO TOP AND BOTTOM
CHORD.
NOTE:
THIS DETAIL APPLIES WHEN LOADS EXCEED 40
LBS AND CANNOT BE SUPPORTED DIRECTLY AT
A JOIST PANEL POINT.
8 JOIST BRIDGING TO WALL
NTS
9 JOIST BRIDGING CONN TO BEAM
NTS
CROSS BRIDGING
HORIZONTAL BRIDGING
HORIZONTAL BRIDGING
1. L3x3x1/4,LENGTH AS REQUIRED
WITH 2 - 16 (5/8") Ø
THREADED ADHESIVE
ANCHORS INTO WALL.
2. WALL, FOR SIZE AND TYPE,
SEE PLAN.
3. BRIDGING OR BLOCKING
AS REQUIRED BY COLD-FORMED
STEEL TRUSS MANUFACTURER.
4. JOIST.
5. CONNECTIONS BY COLD-FORMED
STEEL TRUSS MANUFACTURER.
3/16
TYP
3/16
TYP
FILENAME: PLOT DATE: PLOT TIME:
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1"0 c
PROJ
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8/9/2019 12:15:24 PM
JUNE 2019
10 HSS POST BASE
NTS
1. STEEL BEAM
2. BRIDGING AS REQUIRED BY
THE COLD-FORMED STEEL
TRUSS MANUFACTURER.
3. STEEL JOIST.
1. 1/2" PL.
2. 31/4" DIA ANCHOR RODS IN 1
5/16" DIA BASE PL HOLES
WITH 2X2X1/4 PL WASHERS
AND LEVELING NUTS.
3. NON-SHRIK GROUT AS
SPECIFIED.
4. T.O.FNDN.
5. DOUBLE NUT WITH 2X2X1/4
PL WASHER
5/16
5/16
4 SIDES
SECTION
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684448
1 CRANE RAIL SUPPORT DETAIL
NTS 2 CRANE RAIL SUPPORT DETAIL
NTS 3 CRANE RAIL SUPPORT DETAIL
NTS
1. JOIST GIRDER.
2. WF BEAM PER PLAN.
3. CRANE RAIL CONNECTION.
4. L4X4X3/8 BRACE 12'-0" MAX OC
5. 1/2" PL X REQD. OFFSET TO MISS
CONNECTION.
6. CRANE RAIL BY CRANE
MANUFACTURER AS SPECIFIED
1. WF BEAM PER PLAN..
2. JOIST GIRDER PER PLAN.
3. 1" DIA THREADED ROD ASTM
A449 OR 120 WITH
PRETENSIONED
CONNECTIONS, TYP
4. CRANE RAIL BY CRANE
MANUFACTURER AS
SPECIFIED
1. CRANE RAIL TO BEAM
DETAIL SIM WITH A325
BOLTS IN LIEU OF RODS.
2. 1/2" PL X 12" X 10" TYP
3. 1/2" PL X 16" X 10" TYP
4. 3 PRETENSIONED BOLTS
AT 3" SPACING
5. 2L4X3X3/8 LLBB TYP
6. CRANE RAIL BY CRANE
MANUFACTURER AS
SPECIFIED
3 4
1/ 2"
M
AX
FILENAME: PLOT DATE: PLOT TIME:
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JUNE 2019
65/8
1. ABRASIVE NOSING, TYP.
2. STAIR STRINGER.
3. EDGE OF LANDING OR FLOOR.
4. STL BEAM PER PLAN.
5. CONT BENT PL AS REQD.
6. METAL DECKING W/ CONC TOPPING.
NOTES:
A. STAIR HANDRAIL NOT SHOWN.
B. STAIR MANUFACTURER TO COORDINATE
WITH HANDRAIL CONNECTIONS.
C. SHOP PRIME AND FINISH PAINT AFTER
INSTALLATION IS COMPLETE.
D. FIELD VERIFY DIMENSIONS AND
ELEVATIONS PRIOR TO FABRICATION.
E. DETAILS ARE FOR REFERENCE ONLY.
FINAL DETAILS TO BE SUBMITTED BY
STAIR MANUFACTURER FOR APPROVAL.
4 STAIR TOP CONNECTION
NTS
11" TREAD
TYP
3" M
IN
1/
2" M
IN
5 SWING GATE
NTS
1. ADJUSTABLE
SPRING-LOADED
SELF-CLOSING HINGES.
ATTACH TO MASONRY
PARAPET.
2. STOP PL 1/4"X3X0'-5" RADIUS
CORNERS 1/2".
3. PARAPET WALL.
4. PL 1/4"X6X0'-8" W/(2) 1/4"
POST-INSTALLED ANCHORS.
6 SHIPS LADDER
NTS
1. ROOF HATCH.
2. SC10X15.3 STRINGER.
3. 2-RAIL STAIR HANDRAIL.
MAKE SMOOTH TRANSITION
TO STD 3 - RAIL HANDRAIL.
4. (2) 3/4" MASONRY ANCHORS.
5. 6" TREADS W/ 1" NOSING TYP.
6. EQUAL RISERS 8" MAX.
NOTES:
A. HOT-DIP GALVANIZE
STEEL FRAMING &
CONNECTIONS AFTER
FABRICATING.
B. LADDER WIDTH TO BE
1'-6" MIN, 2'-0" MAX.
2 3
3' -6
2' -1
0"
EQUAL SPG
6'-0" M
AX
6" M
AX
10"
7 MAN DOOR CANOPY
NTS
1. 1 1/2" METAL DECK AT 1/4"/FT
SLOPE.
2. L6X4X3/8 LLH SLOPE 1 TO
DOWNSPOUT.
3. 3/4" DIA SST MECHANICAL
ANCHOR W/4 1/2" MIN EMBED
SPACE AT 2'-0" MAX. ALIGN
OUTERMOST ANCHORS W/ ROD
CONNECTION.
4. CMU WALL.
5. 2"X4"X3/16 LLV BENT PL.
6. 2"X2"X3/16 BENT PL.
7. 1/4" SST PL X REQ'D.
8. 1/4" SST PL X8X1'-0" W/ (2) 3/4" DIA
SST MECHANICAL ANCHORS W/4
1/2" MIN EMBED SPACE AT 8"
9. STANDARD TURN BUCKLE.
10. 3/4" ROD W/ NO. 2 1/2 CLEVIS EA
END TYP.
11. C12X20.7 FRAME, TYP.
NOTE:
ALL METAL COMPONENTS ARE HOT DIP
GALVANIZED UNLESS OTHERWISE NOTED.
2"
8 ROOF HATCH SUPPORT
NTS
9 ROOF TOP EQUIPMENT SUPPORT
NTS
1. C12 20.7.
2. TYPICAL BEAM CONNECTION.
3. HSS2.5 1/4.
4. OWSJ.
5. SEE ARCH FOR ROOF
FLASHING AT POST.
6. TOP OF ROOF SYSTEM.
NOTE:
THE ATTACHMENT OF THE STEEL POST TO THE
OWSJ MAY REQUIRE ADDITIONAL STEEL
STIFFENERS. THE CONTRACTOR MUST
COMMUNICATE THE LOCATION OF THIS DETAIL
AND ASSOCIATED EQUIPMENT WEIGHTS TO
THE JOIST MANUFACTURER.
1 2
2' -6
" M
AX
1. HATCH AS SPECIFIED.
2. CHANNEL DEPTH AS NEEDED
TO RAISE HATCH ABOVE
SURROUNDING ROOFING
SYSTEM.
3. OWSJ OR ROOF OPENING
FRAMING ANGLE.
4. TOP OF ROOF SYSTEM.
5. MANUFACTURER'S CURB AND
SAFETY RAIL.
NOTE:
SEE ARCH FOR ROOF
FLASHING REQUIREMENTS.
10 RAPPELLING FRAME
NTS
1. 1/4" CAP PL.
2. HSS3 1/2 5/8.
3. HSS4 3 5/8.
4. HSS4 4 5/8.
5. SEE ARCH FOR ROOF
FLASHING AT POSTS. TYP.
6. WF PER PLAN.
NOTE:
HOT DIP GALVANIZE AFTER
FABRICATION.
6 6
TY
PE
B -3
F
IN
AL
3 SIDES
TYP5/16 3
3 SIDES
TYP 5/16 3
5/16
TYP
5/16
3 SIDES
TYP 5/16 4
5/16
5/16
5/16
TYP
5/16
5/16
1/4
1/4
SEAL
1/4
1/4
5/16
SEAL
5/16
TYP
3/16
1. AUXILIARY BYPASS LANYARD WITH SHOCK
ABSORBER BY MANUFACTURER OR AS
APPROVED BY LIFELINE MANUFACTURER
2. TENSIONING DEVICE AS SPEC'D BY MFR
3. CABLE TERMINATION ANCHORAGE AS SPEC'D
BY MFR
4. GALV CABLE AS SPEC'D BY MFR
5. WIRE ROPE THIMBLE AS SPEC'D BY MFR
6. INTERMEDIATE ANCHOR/CABLE SUPPORT
7. ROOF SYSTEM NOT SHOWN, SEE ARCH FOR
FLASHING
8. CORNER ANCHOR/CABLE SUPPORT
9. END ANCHOR/CABLE SUPPORT
10. MAXIMUM SAG AS SPEC'D BY FALL PROTECTION
SYSTEM MFR
11. SHOCK ABSORBER AS SPEC'D BY MFR
11107
6 98
11 HORIZONTAL FALL PROTECTION
NTS
ST
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TU
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L D
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684448CH S-522.dwg
684448
1 JOIST BEARING DETAIL
NTS 2 SLOPED BEARING DETAIL
NTS
1. ROOF DECK.
2. COLD FORMED TRUSS.
3. HURRICANE/SEISMIC TIE DOWN
BY TRUSS MANUFACTURER.
4. 3/4" PL 6" 1'-0" WITH (2) 5/8"
HAS, 6" MIN EMBED /- 1".
ATTACHMENT OF TRUSS TO
PLATE BY TRUSS
MANUFACTURER.
1. 8" CMU PARAPET.
REINFORCEMENT TO MATCH
SPACING OF VERTICAL WALL
REINFORCEMENT.
2. ROOF DECK.
3. JOIST PER PLAN.
4. 12" CMU WALL. .
1. CMU WALL.
2. SEE ARCH FOR FLASHING,
NOT SHOWN.
3. ROOF DECK.
4. JOIST PER PLAN. SEE
4/S-512 FOR INFORMATION
NOT SHOWN SIM.
FILENAME: PLOT DATE: PLOT TIME:
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JUNE 2019
3 TRUSS BEARING DETAIL
NTS
5 JOIST BEARING DETAIL
NTS 6 JOIST BEARING DETAIL
NTS
4 JOIST BEARING DETAIL
NTS
NOTE:
SEE 4/S-512 FOR INFORMATION
NOT SHOWN.
1. 8" CMU PARAPET.
REINFORCEMENT TO MATCH
SPACING OF VERTICAL WALL
REINFORCEMENT.
2. ROOF DECK.
3. JOIST PER PLAN.
4. 12" CMU WALL. .
NOTE:
SEE 4/S-512 FOR INFORMATION
NOT SHOWN.
1. ROOF DECK.
2. JOIST PER PLAN.
3. 12" CMU WALL.
4. LOW ROOF.
NOTE:
SEE 4/S-512 FOR INFORMATION
NOT SHOWN.
1. ROOF DECK.
2. JOIST PER PLAN.
3. 12" CMU WALL.
4. SECOND FLOOR FRAMING.
TY
PE
B -3
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FILENAME: PLOT DATE: PLOT TIME:
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8/9/2019 12:17:39 PM
JUNE 2019
ST
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684448CH_S-530.dwg
684448
3 CONC DECK CLOSURE
NTS2 CONC DECK OPENING - LARGE
NTS1 CONC DECK OPENING - SMALL
NTS
1. FLOOR DECK.
2. TYPE A - NO FLUTES CUT. NO
REINF REQUIRED.
3. TYPE B - ONE OR TWO
FLUTES CUT.
4. TYPE C - 2 OR 3 FLUTES CUT.
5. 4 TRIM BARS, EXTEND 1'-6"
BEYOND EDGE OF OPENINGS.
TY
P
DECK
SPAN
1. W8 10.
2. C8X11.5.
3. 4 TRIM BARS, EXTEND 2'-0"
BEYOND EDGE OF OPENING.
4. PRIMARY BEAMS.
DECK
SPAN
1' -0
4' -0
" M
AX
12'-0" MAX
NOTE:
WHERE MULTIPLE
CLOSELY SPACED
PENETRATIONS RESULT IN
A DECK INTERRUPTION
EXCEEDING THE SIZES
INDICATED IN THIS DETAIL,
THE OPENINGS SHALL BE
FRAMED AS A SINGLE
LARGE OPENING PER
DETAIL 2/ S-531.
1. DECK W/ CONC TOPPING.
2. H.A.S., WHERE INDICATED ON
PLANS.
3. BENT PL, SEE SCHEDULE FOR
THICKNESS.
4. WF BEAM.
5. NON-STRUCTURAL CLOSURE
STRIP, TACK SECURELY IN
PLACE.
6. COLUMN.
7. L4X4X 3 16.
8. FIRE RATED FILL, WHERE
REQUIRED.
SEE 2-12
MAX
MIN
2-12
MINDECK PARALLEL TO BEAM
DECK PERP TO BEAM - OPTION 1 DECK PERP TO BEAM - OPTION 2
DECK DIRECTION CHANGE
COLUMN CLOSURE
PLAN VIEW
SECTION
1/8
1/8
D
EC
K
SP
AN
6"
2"
SEE
SCHEDULE
2"
SEE
SCHEDULE
MAX
OVERHANG
BENT PL
THICK.
5" MAX
7" MAX
9" MAX
1'-2" MAX
1'-6" MAX
14 GA
12 GA
10 GA
1/4" 3/8"
WELD
1/16" 3/32" 3/32" 3/16" 1/4"
SCHEDULE
SEE
SCHEDULE
2 1
5 1
4 ROOF DECK OPENING - SMALL
NTS 5 ROOF DECK OPENING - LARGE
NTS
1. ROOF DECK.
2. TYPE A - NO FLUTES CUT,
NO REINF REQUIRED.
3. TYPE B - 1 FLUTE CUT.
4. TYPE C - 2 OR 3 FLUTES
CUT.
5. L3 3 12 GA, 2 - 10
SCREWS TO EACH FLUTE,
2 FLUTES MIN BEYOND
EDGE OF OPENING.
6. L2 2 14 GA, 2 - 10
SCREWS TO 3 FLUTES,
MIN.
DECK
SPAN
1. C8 11.5.
2. L4 4 1/4.
3. PRIMARY BEAMS.
DECK
SPAN
4' -0
" M
AX
12'-0" MAX
6 METAL DECK SPLICE
NTS 7 TYPICAL CONCRETE DECK SECTION
NTS
3 1
1. SCREW SIZE & SPACING TO
MATCH STRENGTH OF
ADJACENT SIDE LAPS.
2. METAL DECK
3. CONT SHEET METAL PL TO
MATCH DECK THICKNESS
2"
MIN
TYP
2" MIN
OPTION A - WITH SUFFICIENT LAP
OPTION B - WITHOUT SUFFICIENT LAP
1. 4 4 - W2.9 W2.9 WELDED
WIRE REINF
2. CONC TOPPING SEE PLANS
3. COMPOSITE FLOOR DECK
SEE PLANS
1"
8 DECK SUPPORT AT OVERHANG
NTS
1. L4X4X1
4 DECK SUPPORT
ANGLE.
2. 3/8" KWIK BOLT 3 OR
APPROVED EQUAL W/2-1/2"
EMBED.
3. MASONRY WALL.
9 ROOF DECK EDGE SUPPORT ANGLE
NTS
1. 1/4" BENT PL CONT.
2. TRUSS TAIL BEYOND.
10 ROOF DECK AT CMU WALL
NTS
1. 3/8"X6"X CONT. PL W/ 3/4" DIA
X 5" STUDS 2'-0" OC.
2. 1/4" BENT PL.
3. ROOF DECK.
TY
PE
B -3
F
IN
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File details come from the government source that posted it. Updated .