13-161-028EXISTING CANTILEVERED
Y
ALUMINUM TRANSITION. #508" O.C, 80T, E.W
SUBMIT SHOP DRAWING
FOR APPROVAL.
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NEW CONC.
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WITH NORMAL WEIGHT CONCRETE SLAB.
4" TOTAL SLAB DEPTH REINFORCED WITH
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E70XX
TYR.
E70XX
1/8" 2" TYR.
1/8" 2"
VULCRAFT METAL DECK 1.5C20 CONFORM
WITH NORMAL WEIGHT CONCRETE SLAB,
4" TOTAL SLAB DEPTH REINFORCED WITH
6X6- W2.SXW2.9 (TYP.)
STEEL JOIST 0
3' -0" MAX.(TYP.)
NEW CONC. -'
BEAM 1-2. • •
SEE SCHEDULE
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4
VULCRAFT METAL DECK 1.5C20 CONFORM
E70XX WITH NORMAL WEIGHT CONCRETE SLAB,
TYP. 4" TOTAL SLAB DEPTH REINFORCED WITH
6X6- W2.8XW2.9 (T1T.)
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SECTION _ 3
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E70XX
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1/8" TYR. ALUMINUM TRANSITION. #408 TOP & NOT.
SUBMIT SHOP DRAWING
1/8" �/2' FOR APPROVAL.
PROVIDE POCKET IN
CONCRETE TEAM 4 "X4 "X4" J
TO ALLOW JOIST
INSTALLATION. AFTER #4012" O.0 TOP
INSTALLTION FILL POCKET AND BOTT.
WITH HIGH STRENGTH
NON - SHRINK,
NON- METALLIC GROUT.
NEW 1-3. SEE-J
NEW 1-1 SCHEDULE
EXISTING CANTILEVERED
WALKWAY
ALUMINUM TRANSITION. [#505" O.C, DOT, E.W
SUBMIT SHOP DRAWING
FOR APPROVAL.
LZ
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RECEIVE CONCRETE /10"
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NEW B -2. SEE
SCHEDULE
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VULCRAFT METAL DECK 1.5C20 CONFORM
WITH NORMAL WEIGHT CONCRETE SLAB.
4" TOTAL SLAB DEPTH REINFORCED WITH
6X6- W2.9XW2.9 (TYR.)
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x
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ANCHOR DOLTS
4X4X1/4 CONT. STEEL ANGLE FASTENED TO
DROP 1" TOP BAR TO
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AVOID INTERFERENCE
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WITH ANCHOR BOLT
EMBEDMENT SPACED AT 24" O.0
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STEEL JOIST. SEE
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NEW B" CMU WALL
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PLAN FOR SIZE
O
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GROUT FILLED AND SPACING
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BLOCK CELLS
SECTION _ 6
1 =1' -0" _
VERTICAL REINFORCEMENT IN
GROUT FILLED CELL (TYP.)
10"
E70XX
2" TYP.
1 /8" 2"
VULCRAFT METAL DECK 1.5C20 CONFORM
WITH NORMAL WEIGHT CONCRETE SLAB,
4" TOTAL SLAB DEPTH REINFORCED WITH
6X66- W2.9XW2.9 (TYP.)
2' -8"
STEEL JOIST 0 ,_j
3' -0" MAX.(TYP.)
SECTION _ 5
VULCRAFT METAL DECK 1.5C20 CONFORM
WITH NORMAL WEIGHT CONCRETE SLAB,
4" TOTAL SLAB DEPTH REINFORCED WITH
63- W2.902.9 (TYP.)
4X4X1/4 CONT. STEEL ANGLE FASTENED TO
CONCRETE BEAM WITH 1/2 "0 KWIK BOLT -3
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STEEL JOIST. SEE
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SECTION / T
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ANEW 8" CMU WALL
WITH GROUT FILLED
BLOCK CELLS
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COLTRAIN AND JONES ARCHITECTS, P.A.
AA 26000922
VULCRAFT METAL DECK 1.5C20 CONFORM TELEPHONE (305) 285-67231 FAX (305) 2854722
WITH NORMAL WEIGHT CONCRETE SLAB, 535 SW f ST. SUITE 100 MIAMI, FL, 33130
4 TOTAL SLAB DEPTH REINFORCED WITH
6X6— W2.RXW2.9 (TYR.) DESIGN I CONSTRUCTION ADMINISTRATION
BUILDING INSPECTIONS, CAD PRODUCTION
CONSULTANT/ NOTES
STEEL JOIST 0 _
3' -0" MAX.(TYP.)
NEW f" CMU
WALL
SECTION 4
111=1P-00
— —
WATERPROOFING CAULK
ASPHALT IMPREGNATED
COMPRESSIBLE MATERIAL- #5A8" O.0
1/2" EXPANSION JOINT `EACH WAY.
`6 "X6 "X1/2" CONT. STEEL ANGLE FASTENED
TO WALL WITH 5/8" 0 KWIK BOLT -3
ANCHORS BY HILTI, SPACED AT 12" O.0 MAX.
6" EMBEDDED IN CONCRETE. IF INSTALLED IN
EXISTING BLOCK WALL, GROUT THE AREA OF
INSTALLATION AT A MINIMUM THE ROW
WHERE IT IS INSTALLED, ONE ABOVE AND
ONE BELOW, AND 8" MIN. AT EACH SIDE.
EXISTING f" CMU.
SECTION_ 8
1"=V-0" -5
NEW 6" CONC. PARAPET WITH #4
46 VERTICAL AND #4012
HORIZONTAL. CENTER VERT. REINF
IN WALL
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180' STANDARD HOOK
SECTION _ 9
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BALCONY PERIMETER
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APPROVALS /REVISIONS DATE
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90' STANDARD HOOK
Drawn By:
Date Platted: Sm5
Scale:
(VARIES — SEE DRAWING)
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copledesign4gmail.com
SHEET TITLE:
SECOND
FLOOR
DETAILS
Job No.
Drawing No.
90' STANDARD HOOK
Drawn By:
Date Platted: Sm5
Scale:
(VARIES — SEE DRAWING)