12-115-005M#1 0 fi:
�ffil
r -• + •�i•
+_+
EXISTING
NEW F.G
74X42
+46.46
NOA: 10-0504.05 - - - ®- -
SCALE: 1/4" = 1' -0"
ni I
LAPPED 3* x 3* 26 GA GALV. METAL DRIF
► NAILED
OVER
► NAILER CONT.
2*X8* WD. FASCIA
•►
JOIST
+' OF �LI
-*,=8'-8'7A-17
LIGHT TEXTURE STUCCO
ON METAL LATH
NEW
4"XCONT" SCREEN VENT
REMOVE EXIST WOOD BEAM ONLY
AJUST. PORT SHORE 0 30" MAX ARE
TO SUPPORT EXISTING JOIST
PRIOR TO THE START OF !.
IN THIS AREA THE + +• + ►
•- • ! +'►
ELEV. = +8' -O"
3/4" LIGHT TEXTURED STUCCO
ON 8' CONC. BLOCKS
NEW F.G
NEW F.G
NEW F.G
.... .... ....
4" CONCRETE SLAB W /6X6 1.4/1. W.W.M.
74X42
74X42
74X42
+46.46
+46.46
+46.46
NOA: 10-0504.05
NOA:10 ^0504_05
- NOA:10- 0504.05 -
P = +44.1 PSF
®-
� �
P= -48.43 PSF
NOA: 07- 0629.10
I=
rn o =
F.F GROUND FLOOR REINFORCEMENT 0 16 "O.C.
LAPPED 3* x 3* 26 GA GALV. METAL DRIF
► NAILED
OVER
► NAILER CONT.
2*X8* WD. FASCIA
•►
JOIST
+' OF �LI
-*,=8'-8'7A-17
LIGHT TEXTURE STUCCO
ON METAL LATH
NEW
4"XCONT" SCREEN VENT
REMOVE EXIST WOOD BEAM ONLY
AJUST. PORT SHORE 0 30" MAX ARE
TO SUPPORT EXISTING JOIST
PRIOR TO THE START OF !.
IN THIS AREA THE + +• + ►
•- • ! +'►
ELEV. = +8' -O"
3/4" LIGHT TEXTURED STUCCO
ON 8' CONC. BLOCKS
.
r
1011111110 +
r► GROUND 0
•
HR 5040
r • r. ! !
SCALE:
SIDE ELEVATION
�IN��s��IBla
1/4" = 1' -0"
TOP OF T.B ch
ELEV. = +8' -O" IV
F.F GROUND FLOORZX
ELEV. = +o' -o"
CS 37X38 EXISTING
EGRESS
+46.46
NOA: 08- 0117.11
SCALE: 1/4" = 1' -0"
WIND LOAD DESIGN (ASCE 7.05) Iii slope 7 < sl <= 27
COMPONENTS AND CLADDING a@ HORIZONTAL SURFACE
PROJECT
Lenght of `
overhang: I`
Zone a.1wo min. width, 0.4 h (not less
than 40A min width or 3 feet:
Height, ft 11:= 15
Gust effect factor:
(rigid car flexible structure ) ' Gust := ,`rS
Values for Terrain exposure constants a and zg:
Exposure B Exposure C Exposure ID
Value a =7 Value a =8.5 Value a =11.5
Value zg =1200 Value zg =900, Value zg =700
Terrain exposure a := 95
constants c and zg: ;}00
1
Topographic factor. K7t := I
Wind directionality factor. Kd .= .85
Importance Factor, E: I,:= L0
Wind Speed, kmlh: V := 146
Dead load opposing uplift P :- 10
forces, lbs (max 10 lbs)
Coeff for Wind on Walls Ind:= 1.0
and = 0.9 if roof angle < =10
and =1.4 if roof angle > 10
Internal Pressure Coefficient 6CPi := .18-
for Buildings GCpi
Open Buildings +-.00
Part Enclosed Buildings + -.55
Enclosed Buildings +-.18
Kr = 2,01
[�. a
ZL)
Kz = 0 849
V KptY
q/ = 39..174
SLOPE 1 /4 " /FT EXISTING BUILT UP ROOF
X-WOOD J019S (EXISTING)
HR 37X38 1% HR 74X38 HR 74X38 HR 74X38
.... .... ....
4" CONCRETE SLAB W /6X6 1.4/1. W.W.M.
Z LO
.. O.C.
+46.46 1 +46.46 1 +46.46 1 +46.46
P.T. WD. FIRE +,
GROUND FL. FIN.
NEW STRAP
EL +0' -0" a
�
NOA: 11- 0630.02 NOA: 11- 0630.02 NOA: 11- 0630.02 NOA: 11- 0630.02
N 07- 9.10
X
� �
PROVIDE HORIZONTAL JOINT
I=
rn o =
F.F GROUND FLOOR REINFORCEMENT 0 16 "O.C.
N
i
W
ELEV. = +0' -0" EVERY OTHER BLOCK COURSE
J
I �I
I__L_
NEW 8'X12* CONC.11E BEAM
.r
#9 LADDER TYPE TYP.
.
r
1011111110 +
r► GROUND 0
•
HR 5040
r • r. ! !
SCALE:
SIDE ELEVATION
�IN��s��IBla
1/4" = 1' -0"
TOP OF T.B ch
ELEV. = +8' -O" IV
F.F GROUND FLOORZX
ELEV. = +o' -o"
CS 37X38 EXISTING
EGRESS
+46.46
NOA: 08- 0117.11
SCALE: 1/4" = 1' -0"
WIND LOAD DESIGN (ASCE 7.05) Iii slope 7 < sl <= 27
COMPONENTS AND CLADDING a@ HORIZONTAL SURFACE
PROJECT
Lenght of `
overhang: I`
Zone a.1wo min. width, 0.4 h (not less
than 40A min width or 3 feet:
Height, ft 11:= 15
Gust effect factor:
(rigid car flexible structure ) ' Gust := ,`rS
Values for Terrain exposure constants a and zg:
Exposure B Exposure C Exposure ID
Value a =7 Value a =8.5 Value a =11.5
Value zg =1200 Value zg =900, Value zg =700
Terrain exposure a := 95
constants c and zg: ;}00
1
Topographic factor. K7t := I
Wind directionality factor. Kd .= .85
Importance Factor, E: I,:= L0
Wind Speed, kmlh: V := 146
Dead load opposing uplift P :- 10
forces, lbs (max 10 lbs)
Coeff for Wind on Walls Ind:= 1.0
and = 0.9 if roof angle < =10
and =1.4 if roof angle > 10
Internal Pressure Coefficient 6CPi := .18-
for Buildings GCpi
Open Buildings +-.00
Part Enclosed Buildings + -.55
Enclosed Buildings +-.18
Kr = 2,01
[�. a
ZL)
Kz = 0 849
V KptY
q/ = 39..174
SLOPE 1 /4 " /FT EXISTING BUILT UP ROOF
cDQ
----- - "_ -_ ®} rte,, N
X-WOOD J019S (EXISTING)
0 0) L0
.... .... ....
4" CONCRETE SLAB W /6X6 1.4/1. W.W.M.
Z LO
.. O.C.
ON 95% WELL COMPACTED Fl DRY DENSITY
P.T. WD. FIRE +,
GROUND FL. FIN.
NEW STRAP
EL +0' -0" a
�
X
� �
I CONNECTOR ALLOWABLE ►
I=
rn o =
EXISTING 4" CONCRETE SLAB
MOISTURE BARRIER (.006 IN. VISQUEEN)
N
i
W
J
I �I
I__L_
NEW 8'X12* CONC.11E BEAM
.r
1 "X16" W CONC
W/2#5 TOP ♦ i +
TYPICAL
WALL SECTION 1
SCALE
N.T.S
FASTENERS INTO STRAP
SIZE do
VER71CAL SURFACES
BAL. AT • t
QUANTITY
AREA 10 SQ.FT
NEW VERTICAL BAR IN + ►
0- 1 O STRAP
10d SEAT
uwf
..
!
p I �by 4f- = 46.402
p 14ht 4, = -5039-9
P I Oi ; _ -62.211
INSULATION NEW I
. 0.
WD. FIRE STOP
AREA 20 SQ.FT
�.I
••
BOARD !
p2,0tv45 := qI7 (.94~ ,- ixd + tK :pi)
p2(nv4 :_ q7 '( -I.05;'fbd - CliCIA)
p20-,v; := C17 (-13 ;.lid - ( "'CpI;
+ +► O.C.
O
2thV43 = 414.099
p2thv4 = -48,41
p20w- -; - -- 7,4.274
AREA 30 SQ.FT
WO !► c BOARD
p3(kt -1 := c.I7j - 1.021::. d - C cpi)
cDQ
----- - "_ -_ ®} rte,, N
0 0) L0
.... .... ....
4" CONCRETE SLAB W /6X6 1.4/1. W.W.M.
Z LO
ON 95% WELL COMPACTED Fl DRY DENSITY
o r,
�zrn
GROUND FL. FIN.
L.Li I
�°
C!7 0��
EL +0' -0" a
�
X
� �
=11111 =III -- 1 1111
=I :11110
rn o =
EXISTING 4" CONCRETE SLAB
MOISTURE BARRIER (.006 IN. VISQUEEN)
N
i
W
J
I �I
I__L_
1 "X16" W CONC
TYPICAL
WALL SECTION 1
SCALE
N.T.S
FASTENERS INTO STRAP
SIZE do
VER71CAL SURFACES
h = I^ qr. = 31.3-74
QUANTITY
AREA 10 SQ.FT
A�
0- 1 O STRAP
10d SEAT
uwf
p10w4 := q;,..--. s -1.I ittd - (.;C:pi)
pICA := qz'.(- 1.4 :ihd - CiC'pt)
p I �by 4f- = 46.402
p 14ht 4, = -5039-9
P I Oi ; _ -62.211
AREA 20 SQ.FT
p2,0tv45 := qI7 (.94~ ,- ixd + tK :pi)
p2(nv4 :_ q7 '( -I.05;'fbd - CliCIA)
p20-,v; := C17 (-13 ;.lid - ( "'CpI;
2thV43 = 414.099
p2thv4 = -48,41
'I
.... .... ....
4" CONCRETE SLAB W /6X6 1.4/1. W.W.M.
ON 95% WELL COMPACTED Fl DRY DENSITY
GROUND FL. FIN.
EL +0' -0" a
�
X
� �
=11111 =III -- 1 1111
=I :11110
ir
I
EXISTING 4" CONCRETE SLAB
MOISTURE BARRIER (.006 IN. VISQUEEN)
i
J
I �I
1 "X16" W CONC
TYPICAL
WALL SECTION 1
SCALE
N.T.S
COMPONENT AND CLADDING
VER71CAL SURFACES
h = I^ qr. = 31.3-74
AREA 10 SQ.FT
p10w45 := qr.t l 1vid + (" :('pi)
p10w4 := q;,..--. s -1.I ittd - (.;C:pi)
pICA := qz'.(- 1.4 :ihd - CiC'pt)
p I �by 4f- = 46.402
p 14ht 4, = -5039-9
P I Oi ; _ -62.211
AREA 20 SQ.FT
p2,0tv45 := qI7 (.94~ ,- ixd + tK :pi)
p2(nv4 :_ q7 '( -I.05;'fbd - CliCIA)
p20-,v; := C17 (-13 ;.lid - ( "'CpI;
2thV43 = 414.099
p2thv4 = -48,41
p20w- -; - -- 7,4.274
AREA 30 SQ.FT
p?, J 4> := gz.`(.91::A xd + CiC;pi)
p3(kt -1 := c.I7j - 1.021::. d - C cpi)
p30hv :_ z' ! -1.24€ iud - G(:pi )
00W45 = 41918
P30 -,v4 = - 47.249
p34.;w5 ; -5-912
AREA 50 SQ.FT
1 j;ttt 1j := t1z1.87Jhd + (:;Cpi)
15O-%v4:- gZ,.(-.974: id - ('jCpi)
p50-.0 := qz.(-1.16 iud - (iCpi)
P5: