12-115-006TOP OF T.13
ELEV. =+8'-Om
A-%F.F GROUND FLOOR
'*--W
•
r
TOP OF T.13
SCALE:
.F GROUND FLOOR
ELEV. =+O'-O" L
EXISTING
NEW F.G
74X42
F--5117U-1
1+46.46 j
NOA: 10-0504.05
FRONT ELEVATION
SCALE: 1/4" = 1'-0"
P=+44.1 PSF
P=-48.43 PSF
C14
HR 37X38 �HR 74X38 HR 74X38 HR 74X38
F--5U.-W F--3uqm F---W-401 F--37-W
1 +46.46 1 +46.46 1 +46.46 1 +46.46
NOA: 11-0630.02 NOA: 11-0630.02 NOA: 11-0630.02 NOA: 11-0630.02
N 07- 9.10
SCALE: 1/4" = 1p-0"
1/4' = le-O"
EXISTING
TOP OF T.13 �x
ELEV. =+8'-O" VV
F.F GROUND FLOOR,-
ELEV. =+O'-O"
CS 37X38 EXISTING
EGRESS
1 50.40
T46.46
NOA: 08-0117.11
SCALE: 1/4" = 1'-0"
nn��
WND LOAD DESIGN (ASCE 7-05; Rf slope 7 < sl <= 27
COMPONENTS AND CLADDING @ HORIZONTAL SURFACE
PROJECT
Lenght of
overhang:
Zone a:10*/* min. width, 0.4 IN (not less
than 40/a min width or 3 feet:
Height, ft: h 15
Gust effect factor.
(rigid or flexible structure) Ou4t := .S5
Values for Terrain exposure constants a and zg:
Exposure B Exposure C Exposure D
Value a =7 Value a =9.5 Value o =11.5
Value zg=1200 Value zgz900 Value z9=700
Terrain exposure a:=
constants a and zg.,
Topographic factor. kz1 I
Wind directionality factor: Kd S'�
Importance Factor, I.- I := 10
Wind Speed, km1h: V:=
Dead load opposing uplift
forces, lbs (max 10 lbs)
Coeff for Wind on Walls
and = 0.9 if roof angle <=10
and =1.0 if roof angle > 10
Internal Pressure Coefficient GCpi := IS
for Buildings GCpi
Open Buildings +-.00
Part Enclosed Buildings+ -.55
Enclosed Buildings +-.18
Kz*= 2.01
1349
q4:=
(I/,= 19-1-74
3* x 3" 26 GA GALV. METAL DRIP
LAPPED 60 AND NAILED
0 4*C.C. OVER 1 *X2* P.T.
WD. NAILER CO .
2'X80 WD. FASCIA
J.
yw6/2-1•D NAILS
IST
'$TOP OF BEAM
� 8*AFF ir-A
LIGHT TEXTURE STUCCO
ON METAL LATH
NEW
4"XCONT" SCREEN VENT
REMOVE EXIST WOOD BEAM ONLY AFrE'1
MUST. PORT SHORE 0 30' MAX ARE
TO SUPPORT EXISTING JOIST
PRIOR TO THE START OF WORK
IN THIS AREA THE CONTRACTOR SHOU M
TOP OF T.13,,r,
ELEV. =+B'-O"
3/4' LIGHT TEXTURED STUCCO
ON 8* CONC. BLOCKS
i��• �111
F.F GROUND FLOORt1h REINFORCEMENT 0 16-O.C.
0. Ilu • EIC
ELEV. =+O'- EVERY OTHER BLOCK COURSE
• LADDER TYPE TYP.
PROVIDE 3/4- RECESS AT BLOCK
WALL & SLIDING GLASS DOOR
.......................... ...... .
GROUND FL FIN.
+Of- a
EL 0 "Co
SLOPE '1/4-/FT EXISTING BUILT UP ROOF
LWOOD JOISTS (EXISTING)
NEW
NEW
NEW F.G
FURRINGS AT 24' O.C.
74X42
74X42
74X42
NEW STRAP
T 50.40 j
46.46
F--SU-407-1
1+46.46
L±46.46_j
NOA: 10-0504.05
NOA:10-0504.05
10-0504.05
P=+44.1 PSF
CONNECTOR ALLOWABLE LO
0 VALUES
-NOA:
P=-48.43 PSF
FASTENERS INTO STRAP
UPLIFT LAT. LOAD
LAT.
NOA: 07-0629.10
PARALLEL
PERPEN
WND LOAD DESIGN (ASCE 7-05; Rf slope 7 < sl <= 27
COMPONENTS AND CLADDING @ HORIZONTAL SURFACE
PROJECT
Lenght of
overhang:
Zone a:10*/* min. width, 0.4 IN (not less
than 40/a min width or 3 feet:
Height, ft: h 15
Gust effect factor.
(rigid or flexible structure) Ou4t := .S5
Values for Terrain exposure constants a and zg:
Exposure B Exposure C Exposure D
Value a =7 Value a =9.5 Value o =11.5
Value zg=1200 Value zgz900 Value z9=700
Terrain exposure a:=
constants a and zg.,
Topographic factor. kz1 I
Wind directionality factor: Kd S'�
Importance Factor, I.- I := 10
Wind Speed, km1h: V:=
Dead load opposing uplift
forces, lbs (max 10 lbs)
Coeff for Wind on Walls
and = 0.9 if roof angle <=10
and =1.0 if roof angle > 10
Internal Pressure Coefficient GCpi := IS
for Buildings GCpi
Open Buildings +-.00
Part Enclosed Buildings+ -.55
Enclosed Buildings +-.18
Kz*= 2.01
1349
q4:=
(I/,= 19-1-74
3* x 3" 26 GA GALV. METAL DRIP
LAPPED 60 AND NAILED
0 4*C.C. OVER 1 *X2* P.T.
WD. NAILER CO .
2'X80 WD. FASCIA
J.
yw6/2-1•D NAILS
IST
'$TOP OF BEAM
� 8*AFF ir-A
LIGHT TEXTURE STUCCO
ON METAL LATH
NEW
4"XCONT" SCREEN VENT
REMOVE EXIST WOOD BEAM ONLY AFrE'1
MUST. PORT SHORE 0 30' MAX ARE
TO SUPPORT EXISTING JOIST
PRIOR TO THE START OF WORK
IN THIS AREA THE CONTRACTOR SHOU M
TOP OF T.13,,r,
ELEV. =+B'-O"
3/4' LIGHT TEXTURED STUCCO
ON 8* CONC. BLOCKS
i��• �111
F.F GROUND FLOORt1h REINFORCEMENT 0 16-O.C.
0. Ilu • EIC
ELEV. =+O'- EVERY OTHER BLOCK COURSE
• LADDER TYPE TYP.
PROVIDE 3/4- RECESS AT BLOCK
WALL & SLIDING GLASS DOOR
.......................... ...... .
GROUND FL FIN.
+Of- a
EL 0 "Co
SLOPE '1/4-/FT EXISTING BUILT UP ROOF
LWOOD JOISTS (EXISTING)
P3('j-%v4:= (IzA-1.02 €nid -
1/2- GYPSUM BOARD ON 1-0- OR METAL
HI-HAT
FURRINGS AT 24' O.C.
PRrv,• = -47_149
1'X4' P.T. WD. FIRE STOP
p34M-5, -515912
NEW STRAP
NVTH20 ANCHOR D.C.PA No. 08-0325.0-22
CONNECTOR ALLOWABLE LO
0 VALUES
FASTENERS INTO STRAP
UPLIFT LAT. LOAD
LAT.
-OAD
PARALLEL
PERPEN
)ICULAR
SIZE &
TO WALL
TO W
kLL
QUANTITY
1766 LBS 1050 L BS
1450
LBS
10- 10d STRAP
6- 10d SEAT
NEW 8"X12* CONC.TIE BEAM
W%2#5 TOP & BOTT.
4#3 0 12" 0 E.E.;
BAL AT 48* O.C.
NEW VERTICAL BAR IN CONC.FILLED
CELL
1#5 0 48- O/C MAX
00
N I
INSUEW LATION (R=5) 00
1 "X4' P.T. WD. FIRE STOP
1/2- GYPSUM BOARD ON 1'X2"
WOOD FURRINGS AT 240 O.C.
1'X2' P.T. WOOD
NAILER CONT. (TYP)
4* WOOD BASE BOARD
DRILL 3/4-X6 1/2- HOLES
TO RECEIVE # 5 BARS. 0 12- 0/(
FILL
HOLES WITH SIKADUR-31 HI-MOD
GEL EPDXY GRPUT OR EQUAL
FOLLOW MRF INSTRUCTIONS
PROVIDE MIN 6* EMBED
6*
AW -I =1 EXISTING 4* CONCRETE SLAB
- = IIIII�IIIII= VIII VIII ��%._
MOISTURE BARRIER (.006 IN. VISQUEEN)
16*X16* MONOLITHIC CONCRETE
FOOTING W/215 BARS COW. (TYP)
TYPICAL WALL SECTION 1
SCALE N.T.S
COMPONENT AND CLADDING VERTICAL SURFACES h = 15 crz 39374
AREA 10 SQ.FT
I)IOM'45 = q7.11:1nA 4- CfCr�0 p I (r,v4 qz] i - 1. 1 4nd - GCpi) p1(h.0 = qf-- 14"hid - GCVi";
PhWV45 40.462 pl(yv4 -50399 P I (hv-i -62 -2 11
AREA 20 SQ.FT
- 1.05:-nid - GCpi) P20-V-5 (j7.('-l.3::1n*d - (;C Pi,
P2 /i'hV455:= q.'04:1nd + i";Cpi) p20,v4 q7.:.f
.'
11 hV 4i = -14 t .,09 p20,,-,-,I -1&43 P20hv-5 4.4
AREA 30 SQ.FT
'Yhv45:= qz:, �91iffid + (1('p"
p 0
P3('j-%v4:= (IzA-1.02 €nid -
6Cp1l),
qz .-1,224 md - GCpi)
00,,N41- = 42,!,, 18
PRrv,• = -47_149
p34M-5, -515912
AREA 50 SQ.FT
p50 45:= qzJ.8T1nd + (iCpi) qz-.i -.974nd - GiCpi) p-50h V5 qz $ --1.16 ind - GCpi')
i);,'KN'45 = 41 314� p5l'ivv4 -4528 r5f,M5 -52 '7162
AREA 100 SQ.FT
in, + (A" I)i
PhYM-4 (174- 91-miLl - 6CIA1
P I (XiW4 -43.3 1' -4K,43
-OUTH MIAMI
611 L f " f N G D E PT.
1F-�\\
- I--;-
hi Lo • F) I
r N
CD Ln
(0
01
.-
•
• Z 0)
3:2 1
1
•■ -
•
E
r)
•
- d-