HomeMy WebLinkAboutBuilding PlansMIN. SETB8
FAONT
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TEMP. STEEL #4 ® 24" O.C. TOP AND BOTTOM
#5 ® 12" O.C. TOP AND BOTTOM
C REQ.
7"
(2)-#6 MIDPOINT
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#5 DOWELS ® 24" O.C.
#3 STIRRUPS ® 12"
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(4)-#6 T & B I I
#3 TIES 0 4" O.C. AT ENDS I I
B #3 TIES 0 6' O.C. AT MID SPAN I I SCUPPER
17 TOP OF BEAM 38.91' NGVD
BOTTOM OF BEAM 36,33' NGVD I I
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ROOF BEAM
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(2)-#6 T & B
#3 TIES 0 8" O.C. AT ENDS
#3 TIES 0 12" O.C. AT MID SPAN
BOTTOM OF BEAM 36.91' NGVD
ROOF BEAM
1601 DEEP
(4)-#6 T & B
SCUPPER #3 TIES 0 4" O.C. AT ENDS
#3 TIES 0 6" O.C. AT MID SPAN SCUPPER
- - - - TOP OF BEAM 'i8.91' NGVD -
- - - - - - BOTTOM OF BEAM 36- .33' NGVV D
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4A ROOF BEAM
16x31 DEEP
(4)-#6 T & B
#3 TIES 0 4" O.C. AT ENDS
#3 TIES 0 6" O.C. AT MID SPAN _ - -
TOP OF BEAM 38.91' Z1GUD- - -
_ BIITT9M-OF-BEAM _T6.33' NGVD
1
4A
SCUPPER
ROOF BEAM
16x31 DEEP
(4)-#6 T & B
#3 TIES 0 4" O.C. AT ENDS
#3 TIES 0 6" O.C. AT MID SPAN
TOP OF BEAM 38,91' NGVD
BOTTOM OF BEAM 36.33' NGVD
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#3 TIES 0 10" O.C.
TOP OF BEAM 42.75' NGVD
BOTTOM OF BEAM 40.75' NGVD
TOP OF CONCRETE ROOF
SLAB —ELEV. 42.75' NCVD I
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BOTTOM OF BEAM 36.91'I GVD
BOTTOM OF BEAM 36.91' NGVD
I 5'-0" CANTILEVER ABOVE
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BOTTOM OF BEAM 42.75' NGVD
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37" x 75 1/2" FIXED GLASS
I I 14" 0 COLUMN FROM ELEVATION
42.75' NGVD UP TO 49.42' NGVD r
R _3068 SC DOOR BELOW 'to�AT BALCONY LEVEL C
—ROOF BEAM I II \ \ 2x4 WOOD STUD 1 3A
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BOTTOM OF BEAM 40.75' NGVD I A
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ELEV. 30.44 NGVD
8'-9"
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EACH WAY, TYPICAL
TYPICAL EACH SIDE
ROOF BEAM
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#3 TIES 0 10" O.C.
TOP OF BEAM 38.91' NGVD
BOTTOM OF BEAM 36.91' NGVD I
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SCUPPER
TOP OF CONCRETE ROOF SLAB —ELEV. 38.91' NCVD
(7" THICK CONCRETE ROOF -TYPICAL)
------------------
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ROOF SLAB /BEAM DETAIL
NTS
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(TYPICAL)
USE 2x6 FORMWORK
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16x53" BEAM W/
#6 BARS AS SHOWN &
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#4 TIES AS SHOWN
ELEV. 38.91' NGVD _
7" o-� V ---c o�
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HIGH/LOW ROOF SLAB DETAIL
NTS
ELEV. 41.91 ' NGVD
ELEV. 38.91 ' NGVD
2" VINYL CHANNEL REVEALS
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FLANGES (O.A. 3 1/2") VINYL
CORP #CS 75-200
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CONCRETE
BLOCK WALL
3 PLY SBS HOT -MOPPED
ROOFING SYSTEM
2
ELEV. 45.75' NGVD
ELEV. 42.75' NGVD
1/2" DW-lx3" P.T. FIRESTOP -/
8x24' CONC. TIE BEAM 0 42' NGVD
W/ (4) #6 BAR CONT.
W/ #30 10" O.C. CONTINUOUS (TYP.)
3 PLY SBS HOT -MOPPED BITUMEN
ROOFING SYSTEM
AML—R-30 FIBERGLASS
BATT INSULATION
\-5/8" DW ON 2x6 P.T. FRAMING
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W/ (2) #6 T & B
#3 TIES 0 7" O.C.
EXT. WALL.- STUCCO ON 8" CMU W/
INT. 5/8" DW ON PT lx2 FURRING 16" O.C. PRECAST LINTEL W/
W/ 3/4" R-MAX UNDER FURRING (1) GRADE 40 #5 REBAR
— #5 VERT. IN CONIC. FILLED lx4 FURRING
CMU CELLS (SEE PLAN)
4'-0" O.C. MAX. IMPACT GLASS WINDOW -SEE
WINDOW SCHEDULE
MARBLE SILLS PRE -CAST SILL
-#5 DOWEL 0 VERT. LAP MIN. 30"
- 7" CONC. SLAB
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B" CONC SLAB
8" THICK CONIC. LAB
SEE SHT 3 FOR OCATI
CONCRETE BEAM
OR STEM WALL, SEE I I
PAGE 3 FOR DETAILS
I I ll'-0" ELEV. NGVD
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26.33' ELEV. NGVD
- 16x24" BEAM W/ (2)
#6 BARS T & B
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8" CONCRETE BLOCK WALL WITH
#5 VERTICAL STEEL AT 4'-0" O.C.
MAX. PROVIDE 6" EMBEDMENT
INTO BEAM ABOVE AND 30' MIN.
LAP SPLICE AT BEAM BELOW.
GR. FLR. ELEV. 16.33' NGVD
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16x 24 BEAM
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W/ #4 TIES
TIES ARE 10" x 3'-6"
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26.33' ELEV. NGVD I 1 3'-6" HIGH I LETRAY -I
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WITH #4 TIES ® 12 O.G. -
SEE FLOOR PLAN AT RIGHT FOR LOCATION 16x24" BEAM W/ (2)
#6BARS T & B
8" STEM WALL I I ELEV. F6.33
1 3'-6° HIGH _ I I#50- 2"I pOC OP W/ I d
1#50-16"1 OC BOT 1
#40-17"1 TEMP I
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#50-12" OC TOP �� I 3o 1 I 1
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GR. FLR. ELEV. 16.33' NGVD
STEMWALL - - - - - - - - - - - - 8" STEM WALL I COLLAPSABLE
SEE PAGE 3 FOR DETAILS I ( N 3'-6" HIGH I WALL UNDER BEAM 11
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SEE DETAIL 1'ON 14A o
#5 DOWELS 024" O.C. - N . FFE ROOF m
------------- • • ELEV.. 42.75 NGVD >> cj
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ELEV.:
#50 ® 12"OC " CONCREELEV.: 16.33 NGVD
TEMP. BLOCK WALL
is" x 24' INTERIOR BEAMS
ELEV.: 13,34' NGVD I ' I I I I Lc7
12" 9'-2" 7'-11"
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