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NOTES:
1- �CNAST HOLL -CORE SLAB "BY�PRECA T MANN. AS SHOJN ON PLAN TYPICAL AN, W.W.F. OVER 6"
2: 2ND FL. SUPERIMPOSED LOADS: UAN.
APARTMENTS AREA: L.L. = 40 P.S.F.
D.L. = 40 PSF.
3: VERIFY ALL DIMENSIONS AND DETAILS WITH ARCH. DRAWINGS.
4.- COORDINATE ALL SLAB OPENINGS WITH ARCH, AND MECHANICAL DRAWMGS.
5: ALL 8" AND 12" BLOCK AALL5 AND BLOCK WALL BELOW AINDOWS ARE
REINFORCED AITH #5 ® 52" O.G. IN GELL5 FILLED AITH &ROUT
AND " &A. HORIZ. REINF. LADDER TYPE AT 16" O.G. SEE TYPICAL 8 "x8" GONG. CAP
REINF. MAN50NRY DETAILS ON 5-6 FOR ADDITIONAL REINF. W/ 2 05 CONT.
EACH 51DE OF OPENING AND AT CORNERS. TYPICAL U.O.N. PROVIDE CORNER
6.- PROVIDE 6" TO 5" GONG. SLAB AT 5ALGONY REINF. A/ #5 ® 10" EA. WAY 5ARS. (TYPICAL)
TOP AND 50T. SEE SECTIONS FOR ADDITIONAL DETAILS.
PROVIDE 6" STAIRS FROM HALL BELOA TO 2nd FL.
REINF. A/ #5 010" E.A.T.45. SEE ARCH FOR LAYOUT.
WALL
BEYOND
EXTEND WIRE
MESH 8" INTO
TIE BEAM
EL. +15' -0"
T.O. SLA5 =�
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SCHEDULE
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INC. WITH 6 -10d x 11/2" NAILS THRU SEAT PLATE AND 10 -10d NAILS THRU STRAPS
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NOTES:
1- �CNAST HOLL -CORE SLAB "BY�PRECA T MANN. AS SHOJN ON PLAN TYPICAL AN, W.W.F. OVER 6"
2: 2ND FL. SUPERIMPOSED LOADS: UAN.
APARTMENTS AREA: L.L. = 40 P.S.F.
D.L. = 40 PSF.
3: VERIFY ALL DIMENSIONS AND DETAILS WITH ARCH. DRAWINGS.
4.- COORDINATE ALL SLAB OPENINGS WITH ARCH, AND MECHANICAL DRAWMGS.
5: ALL 8" AND 12" BLOCK AALL5 AND BLOCK WALL BELOW AINDOWS ARE
REINFORCED AITH #5 ® 52" O.G. IN GELL5 FILLED AITH &ROUT
AND " &A. HORIZ. REINF. LADDER TYPE AT 16" O.G. SEE TYPICAL 8 "x8" GONG. CAP
REINF. MAN50NRY DETAILS ON 5-6 FOR ADDITIONAL REINF. W/ 2 05 CONT.
EACH 51DE OF OPENING AND AT CORNERS. TYPICAL U.O.N. PROVIDE CORNER
6.- PROVIDE 6" TO 5" GONG. SLAB AT 5ALGONY REINF. A/ #5 ® 10" EA. WAY 5ARS. (TYPICAL)
TOP AND 50T. SEE SECTIONS FOR ADDITIONAL DETAILS.
PROVIDE 6" STAIRS FROM HALL BELOA TO 2nd FL.
REINF. A/ #5 010" E.A.T.45. SEE ARCH FOR LAYOUT.
WALL
BEYOND
EXTEND WIRE
MESH 8" INTO
TIE BEAM
EL. +15' -0"
T.O. SLA5 =�
SEE SEAM
SCHEDULE
WALL
8 x8 GONG. GAP BEYOND
W/ 2 5 CONT.
PROVIDE CORNER EXTEND WIRE
BARS.
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FILLED W/ GONG.
ELEV: + 15' -0" _
TOP OF SLAB =� = 000000000
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SECTION _ 1_
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SECTION
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PROVIDE CORNER
BARS.
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yl ELEV: +28' -6" S-5 0" TOP OF PARAPET "
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ELEV: + 15' -0" _
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SECTION _ 1_
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yl ELEV: +28' -6" S-5 0" TOP OF PARAPET "
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NOTE:
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NOTE:
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04 6 12" TEMP
2
$ - 5
HIGH ROOF NOTES:
b" HOLLOW CORE SLA5
4
S -3
ACIA 5/8"
1- NLD DECK ,FSa8m�AIIE O W/ 8d NOT DIPPED GALVANIZED
2 «4 TEMP_ TOP
CONT. -
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SL. DN.
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0
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NAILS 6 4"
200
311
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-- -�
ELEV: + 15' -011
EMBEDDED METAL SEATAND DOUBLE STRAP NVHTAI2 BY NU -VU MDUSTRIES
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-- -- -- - --
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INC. WITH 6 -10d x 11/2" NAILS THRU SEAT PLATE AND 10 -10d NAILS THRU STRAPS
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5 6 32" IN CELLS
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ADD 04 6 32"
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TOP OF PARAPET S -5
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(TYPICAL U.O.N.) -4 25' -0"
2 SIM. 2
ROOF FRAMING PLAN 5-5
SCALE= 1/8" = 1'-O" HIGH ROOF FRAMING PLAN
NOTES:
1: PRECAST HOLLOW - a;iF- SLAB BY PREOGAST MANE. EAS SHOWN ON PLAN TYPICAL U.ON."
2: ROOF SUPERIMPOSED LOADS: U.ON.
L.L. = 30 P.S.F.
DL = 30 P.S.F.
3: VERIFY ALL DIMENSIONS AND DETAILS WITH ARCH. DRAWINI'sS.
4: COORDINATE ALL SLAB OPENINGS WITH ARCH. AND MECHANICAL DRAWINGS.
rx HOLLOW CORE SLAB TO BE DESIGNED FOR AN ADDITIONAL P.L. = 500 Lbi'FT.
6: 12" BLOCK WALL REIN. W/'5032" O� M CELLS FILLED W/ CA=-
J.- in TO 6" CONC. SLA W/ 3 04 T.45. SEE 2/6-5 t 1/5-1 FOR ADD. REIN.
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T. O. PARAPET
ELEV: +
. T.O. PARAPET
5EYOND
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FILLED W/ GROUT 9
2 «5 CONT.
6" HOLLOW GORE SLAB 6" HOLLOW CORE SLA5
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DROP TIE SEAM AT TOP
OPENING AND ADD
2 45 AND 03 TIES 6 12' 04 6 16" EA. WAY
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GLEAN -OUT HOLE 1
AT EA. RE5AR
(TYPICAL)
8"xe" GONG. CAP W/
2 05 CONT. PROVIDE
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ELEV: + 15' -0"
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SCALE: 1 /e" = 1'-O" TOWER No. 2 I
ROOF WIND DIAGRAM
N.T.5.
5 BE R
HOOKED INTO
ADD 04 6 16" O.G. SLAB A5OVE.
2' -0"
SECTION 3 SECTION 4
1
"
S
WALL WIND DIAGRAM
N.T.5.
TOTAL GROSS WIND LOAD FOR
COMPONENTS AS PER ANSI /ASCE 1 -98
ROOF UPLIFT
ZONE
TRIBUTARY AREA
10 SF. OR LESS
100 5F. OR MORE
I
-52 PSF.
-41 PSF.
LU
-54 F.S.F.
-51 F.S.F.
0
-145 F.S.F.
-51 PSF.
-10 PSF.
WALL WIND LOAD
TRIBUTARY AREA
HOOK TEND.
10 SF.
20 SF.
50 SF.
100 SF.
200 S.F.
500 SF.
®
+50 PSF.
-55 P.S.F.
+48 P.S.F.
-52 PSF.
04aro"TOP
+43 PSF.
-41 PSF.
+41 PSF.
-45 PSF.
+38 PSF.
-42 P.S.F.
O
N
_1
0-
+45 F.S.F.
-51 PS F.
ADD 4 5 TOP CONT.
+41 PSF.
-48 P.S.F.
+38 PSF.
-42 P.S.F.
NOTE:
INTERPOLATE FOR INTERMEDIATE VALUES OF TRIBUTARY AREA
1
+'3 1 ?," TOP
x8 -0
04 6 12" TEMP
b" HOLLOW CORE SLA5
TOP
2 «4 TEMP_ TOP
CONT. -
5Y PRECAST MANN.
SL. DN.
25 -3
N
311
-
- -- - - -- - --
ELEV: + 15' -011
:�" '��
c�
-
..y.. - • .'• ....' .. ,.'�
• ^ .' "•
-
TOP OF SLAB
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'
x^
0000000000
_
Is
«4 6 1211
2T5 -1
25 -1
50T.
04 6 16" EA. WAY
5 6 32" IN CELLS
" A ING
50T
ADD 04 6 32"
FILLED W/ GROUT
5 BE R
HOOKED INTO
ADD 04 6 16" O.G. SLAB A5OVE.
2' -0"
SECTION 3 SECTION 4
1
"
S
WALL WIND DIAGRAM
N.T.5.
TOTAL GROSS WIND LOAD FOR
COMPONENTS AS PER ANSI /ASCE 1 -98
ROOF UPLIFT
ZONE
TRIBUTARY AREA
10 SF. OR LESS
100 5F. OR MORE
I
-52 PSF.
-41 PSF.
O2
-54 F.S.F.
-51 F.S.F.
0
-145 F.S.F.
-51 PSF.
-10 PSF.
WALL WIND LOAD
TRIBUTARY AREA
10 SF.
20 SF.
50 SF.
100 SF.
200 S.F.
500 SF.
®
+50 PSF.
-55 P.S.F.
+48 P.S.F.
-52 PSF.
+45 PSF.
-49 PSF.
+43 PSF.
-41 PSF.
+41 PSF.
-45 PSF.
+38 PSF.
-42 P.S.F.
O
+50 PSF.
-61 PSF.
+48 PSF.
-63 P.S.F.
+45 F.S.F.
-51 PS F.
+43 PSF.
-52 P.S.F.
+41 PSF.
-48 P.S.F.
+38 PSF.
-42 P.S.F.
NOTE:
INTERPOLATE FOR INTERMEDIATE VALUES OF TRIBUTARY AREA
WIND CRITERIA
ASCE 7 -98, CHAPTER 6 BASIC WIND SPEED 146 M.P.H.
EXP05URE/CGROUND ROUGHNESS: 0
IMPORTANCE FACTOR: 1.05
t
CHAS & ASSOCIATES, PA
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DATE:
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P Fr-p C`'`I' _N Q; -
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