Attachment 27 - B-518 Plans Structural.pdf
PDF 5 MB Posted
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- Multiple Award Construction Contract (MACC) Federal contract opportunity
- Solicitation number
- FA8201-11-R-0008
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A
1'
B C D E F G H J K L M N P Q R S
F.7 H.4 s c a l e =
0' 8'
1/8" = 1'-0"
8' 16'
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P L A N
BUILDING 518
FOOTING & FOUNDATION
PLAN LEGEND
FOOTING & FOUNDATION PLAN NOTES
EXISTING ITEMS PLAN
LEGEND
EXISTING ITEMS
PLAN NOTES
WALL ENDS
WALL CORNERS WALL INTERSECTIONS WALL INTERSECTIONS WALL INTERSECTIONS WALL INTERSECTIONS
WALL CORNERS WALL CORNERS
WALL ENDS WALL ENDS
TYPICAL CONCRETE WALL INTERSECTIONS AND ENDS (PLAN VIEWS)
TYPICAL CONCRETE SLAB ON
GRADE PROFILE
TYPICAL STEP DETAIL AT CONTINUOUS
FOOTING
NEW WALL & FOOTING TO EXISTING STRUCTURE
TYPICAL REINFORCING AROUND MISCELLANEOUS
OR RECESSED MASONRY OPENINGSTYPICAL RECESS IN 8" MASONRY WALL
STEEL COLUMN BASE AT
CONCRETE PIER
TYPICAL STEEL COLUMN BASE AT
CONCRETE PIER
NEW CONCRETE SLAB ON GRADE
AT EXISTING STRUCTURE
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TYPICAL CONCRETE SLAB ON GRADE TO EXTERIOR CONCRETE FOUNDATION WALL
ADJACENT TO WALL TURN DOWN SLAB ONE SIDE TURN DOWN SLAB TWO SIDES
TYPICAL CONCRETE SLAB ON GRADE DETAILS
CONTROL JOINT
CONSTRUCTION JOINT
DETAIL "A"
CONTROL JOINT AT RECESS
CONSTRUCTION JOINT AT RECESS
PLAN VIEW
PLAN VIEW
PLAN VIEW
DETAIL "B"
TYPICAL MASONRY WALL W/ VENEER
ON CONCRETE FOUNDATION WALL
TYPICAL MASONRY WALL W/ VENEER
ON CONCRETE FOUNDATION WALL
TYPICAL INTERIOR MASONRY
WALL ON CONCRETE CURB WALL
TYPICAL MASONRY COLUMN W/ VENEER
ON CONCRETE FOUNDATION WALL
TYPICAL FLOOR SLAB CONNECTION TO
FOUNDATION WALL AT DOORWAY
NEW CONCRETE SHEAR WALL BASE
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N D E T A
TYPICAL ELEVATOR PIT DETAIL
TYPICAL MASONRY COLUMN ON CONCRETE
FOUNDATION WALL AT ELEVATOR PIT
TYPICAL MASONRY WALL ON CONCRETE
FOUNDATION WALL AT ELEVATOR PIT
STAIR STRINGER CONNECTION
TO THICKENED SLAB FOOTING
TYPICAL MASONRY WALL ON CONCRETE
FOUNDATION WALL AT ELEVATOR PIT
TYPICAL NEW CONCRETE SHEAR WALL
TO EXISTING MASONRY WALL
TYPICAL NEW CONCRETE SHEAR WALL
TO EXISTING MASONRY WALL - PLAN VIEW
NEW CONCRETE SHEAR WALL
TO EXISTING STRUCTURE
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180° HOOK 90° HOOK135° HOOK
ADHESIVE ANCHORING SCHEDULE
DOWEL SIZE
REINFORCING
SIZE (DIA)
THREADED ROD
APPROVED ADHESIVES
ADHESIVE ICC CODE EVALUATION
REPORT
EMBEDMENT LENGTH
(SEE NOTE #2)
EMBEDMENT LENGTH
(SEE NOTE #2)
EPOXY ANCHORING SCHEDULE WITH DETAIL
CONCRETE FOUNDATION WALL SCHEDULE
CONCRETE REINFORCING BAR DEVELOPMENT AND LAP SPLICE LENGTH SCHEDULE
CONCRETE FOOTING SCHEDULE
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S T R U C T U R A L S C H E D U L E
MASONRY WALL SCHEDULE
MASONRY COLUMN SCHEDULEMASONRY LINTEL SCHEDULE
TYPICAL MASONRY LINTEL DETAILS
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G E N E R A L S T R U C T U R A L
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G E N E R A L S T R U C T U R A L
N O T E S
ABBREVIATIONS
PLAN MARKS
1'
B C D E F G H J K L M N P Q R S
F.7 H.4 s c a l e =
0' 8'
1/8" = 1'-0"
8' 16'
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BUILDING 518
FLOOR FRAMING PLAN
LEGEND
FLOOR FRAMING PLAN
NOTES
EXISTING ITEMS PLAN
LEGEND
1'
B C D E F G H J K L M N P Q R S
F.7 H.4 s c a l e =
0' 8'
1/8" = 1'-0"
8' 16'
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G P L A N
BUILDING 518
FLOOR FRAMING PLAN
LEGEND
FLOOR FRAMING PLAN
NOTES
EXISTING ITEMS PLAN
LEGEND
1'
B C D E F G H J K L M N P Q R S
F.7 H.4 s c a l e =
0' 8'
1/8" = 1'-0"
8' 16'
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G P L A N
BUILDING 518
ROOF FRAMING PLAN
LEGEND
ROOF FRAMING PLAN NOTES
EXISTING ITEMS PLAN
LEGEND
CONCRETE SHEAR WALL ELEVATION
D E F
M N P
D E F
M N P
CONCRETE SHEAR WALL SECTION
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C O N C R E T E S H E A R
W A L L E L E V A T
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F G H JG H J
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1'
G H J G H J
1'
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BUILDING 518
PLAN NOTES
s c a l e = 1/4" = 1'-0" s c a l e = 1/4" = 1'-0" s c a l e = 1/4" = 1'-0" s c a l e = 1/4" = 1'-0"
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BUILDING 518
s c a l e = 1/4" = 1'-0" s c a l e = 1/4" = 1'-0" s c a l e = 1/4" = 1'-0" s c a l e = 1/4" = 1'-0"
S
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BUILDING 518
s c a l e = 1/4" = 1'-0" s c a l e = 1/4" = 1'-0" s c a l e = 1/4" = 1'-0" s c a l e = 1/4" = 1'-0"
NEW CONCRETE OVER FLOOR DECK
TO EXISTING STRUCTURE
TYPICAL MISCELLANEOUS FLOOR OPENING REINFORCING DETAIL
FOR TYPE 'W' DECK
TYPICAL MISCELLANEOUS FLOOR OPENING REINFORCING DETAIL
FOR TYPE 'W' DECK
TYPICAL DECK BEARING AT MASONRY WALL TYPICAL DECK BEARING AT MASONRY WALL TYPICAL DECK BEARING AT MASONRY WALL TYPICAL DECK BEARING AT MASONRY WALL
TYPICAL DECK BEARING AT MASONRY WALL
TYPICAL BEAM/DECK BEARING AT
MASONRY WALL
TYPICAL
IN-FILL OF EXISTING FLOOR OPENING
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F L O O R F R A M
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D E T A
STEEL FLOOR DECK CONNECTION TO
STAIR STRINGER/BEAM AT LANDINGSSTAIR STRINGER CONNECTION AT LANDING
PERPENDICULAR TO
DECK FLUTES
PARALLEL TO DECK
FLUTES
FRAMING DETAIL AT STAIR LANDING
PERPENDICULAR TO
DECK FLUTES - NO
TOE KICK
STEEL BEAM TO STEEL COLUMN
STEEL TUBE BEAM
TO EXISTING CONCRETE WALL
STEEL TUBE BEAM
TO STEEL COLUMN - PLAN VIEW
STEEL TUBE BEAM
TO STEEL TUBE BEAM - PLAN VIEW
STEEL TUBE BEAM &
STEEL TUBE STRINGER TO STEEL COLUMN
STEEL TUBE BEAM
TO EXISTING CONCRETE WALL
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F L O O R F R A M
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D E T A
TYPICAL PIPE SLEEVE HOLE THRU ROOF DECK TYPICAL ROOF DRAIN OPENING (PLAN VIEW) TYPICAL ROOF DRAIN OPENING (PLAN VIEW)
TYPICAL DECK BEARING AT MASONRY WALL TYPICAL DECK BEARING AT MASONRY WALL
TYPICAL BEAM/DECK BEARING AT
MASONRY COLUMN
NEW ROOF DECK
TO EXISTING STRUCTURE
DECK BEARING AT MASONRY WALL
TYPICAL STEEL BEAM AT MASONRY WALL
AT DROP-IN STEEL BEAM
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D E T A
PREPARATION OF DETERIORATED
EXISTING REINFORCING
CONC SECTION
TYPE E CONCRETE REPAIR (1.1/2"-2.1/2" DEEP)
CONCRETE REPAIR STEPS CONCRETE REPAIR NOTES
(OVERHEAD)
CONC SECTION
TYPE C-2 CONCRETE REPAIR (1.1/2"-2.1/2" DEEP)
CONC SECTION
CONCRETE REPAIR STEPS CONCRETE REPAIR NOTES
TYPE D CONCRETE REPAIR (1.1/2"-2.1/2" DEEP)
CONC SECTION
(VERTICAL)
CONCRETE REPAIR STEPS CONCRETE REPAIR NOTES
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C O N C R E T E R E P A
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D E T A
TYPICAL STEEL BASE PLATES - PLAN VIEW
TYPICAL STEEL CAP PLATES - REFLECTED PLAN VIEW
STEEL COLUMN SCHEDULE
CONNECTION SCHEDULE
TYPICAL EMBED CHANNEL CONNECTION SCHEDULE
STEEL ANGLE LINTEL SCHEDULE
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S T R U C T U R A L S C H E D U L
| H518K112011SB101 |
| H518K112011SB101.DWG |
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| H518K112011SB501 |
| H518K112011SB501.DWG |
| DET34X22 |
| H518K112011SB502 |
| H518K112011SB502.DWG |
| DET34X22 |
| H518K112011SB503 |
| H518K112011SB503.DWG |
| DET34X22 |
| H518K112011SB601 |
| H518K112011SB601.DWG |
| SB601 |
| H518K112011SB602 |
| H518K112011SB602.DWG |
| SB602 |
| H518K112011SE001 |
| H518K112011SE001.DWG |
| DET34X22 |
| H518K112011SE002 |
| H518K112011SE002.DWG |
| DET34X22 |
| H518K112011SE003 |
| H518K112011SE003.DWG |
| DET34X22 |
| H518K112011SF101 |
| H518K112011SF101.DWG |
| 22x34 |
| H518K112011SF102 |
| H518K112011SF102.DWG |
| 22x34 |
| H518K112011SF103 |
| H518K112011SF103.DWG |
| 22x34 |
| H518K112011SF201 |
| H518K112011SF201.DWG |
| 22x34 |
| H518K112011SF401 |
| H518K112011SF401.DWG |
| 22x34 |
| H518K112011SF402 |
| H518K112011SF402.DWG |
| 22x34 |
| H518K112011SF403 |
| H518K112011SF403.DWG |
| 22x34 |
| H518K112011SF501 |
| H518K112011SF501.DWG |
| DET34X22 |
| H518K112011SF502 |
| H518K112011SF502.DWG |
| DET34X22 |
| H518K112011SF511 |
| H518K112011SF511.DWG |
| DET34X22 |
| H518K112011SF521 |
| H518K112011SF521.DWG |
| DET34X22 |
| H518K112011SF601 |
| H518K112011SF601.DWG |
| SF601 |
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