12-120-0032X8 WD FASCIA 4
IX2 PT NAILER 4
MTL GALV DRIP
CONC BEAM
(MATCH EXIST)
1/2" PLYWD. W/8d NAILS
a 8" CC W14" X Iro" —
SCW VENTS 6 48"OC
(MATCH EXIST)
Z
11-011
OH
(MATCH EX)
STUCCO FIN.
0 v (MATCH EXIST)
I
Z '-, X 9- C-,ONC CAP W/
-
uj
co
X 8XI6 CONC 5LK
SC-RN VENTS a 4811oc
3:
(MATCH EXIST)
:44.0-111
h
\\-05 BAR' VERT ID 48" OC
11
IN CONC FILLED CELL
•
,I
,I
LADDER TYPE No 8 BLK REINF
EVERY 2nd COURSE 4" INTO TC
FIN. FLOOR
(MATCH EXIST)
C14
FIN- GRADE
j C14
Iro"W X 12"D CONC FTG. W1
205 BARS CONT. ON 5RG SOIL
12
MATCH
EXIST
I
ASPHALT SHING=LES ON
5/5" COX PLYWD. -SHTG
W18d NAILS 0 4"OC
MTL STRAP EA TRUSS
(SEE ROOF PLAN)
WOOD TRUSSES
Q 24" OC
R30 INSULATION
1/2" GYP- BOARD CLG- ON
116" X 3" WD STRIPS 6 Iro" OC
IX210T FIRESTOP CONT
8"XI2" CONC 5M W/405 BARS CONT 4
4*3 TIES 12" OC CORNERS 4
40" OC BALANCE
1/211 GYP BOARD ON IX2 PT
FURRING tv 241loc wl
R=5.0 INSULATION
WOOD BASE
FINISH FLOOR (MATCH EXIST FLR)
JOIST STRAP SCHEDULE:
(DUSP MTL JOIST STRAP TAPR216
W1 11-I6d NAILS U=10550
NUVUE MTL JOIST STRAP NV14TAIO
W1 12-10cl NAILS U=2133•
USP RT15 MTL STRAP UJI-I-Irod NAILS
TO JOIST 4 3-1/4" DIA X 3"L TAPCONS
INTO EXIST CONC BEAM U-10800
USP RT18 MTL STRAP W15-I6d NAILS
TO JOIST 4 WD TRUSS
4" CONC SLAB W/2.1 X 2A-10/10 WWM
ON vISQUEEN ON 95% WELL COMPACTED FILL
(TERMITE POISON TREATED - TOP ELEV
TO MATCH EXIST FIN FLR) REMOVE EXIST
CONC BEAM
PROVIDE 205 BARS X 5'L
CORNER BARS BENT 30" E.W.
WALL SECTION 3/4" . � 1 V= ovv
ABOVE T5 (SEE DETAIL)
PARTIAL ROOF_
�
PLAN 1/4 vv � 1'- o vv
EX T5
V = 146 MPH
EXP = C
I = 1-0
I.P. = 0.15
a = 6.4'
ROOF LOADS:
OL = 25 PSF
LL 30 PSF
WIND:
ROOF ZONE 1 -46 PSF
ZONE 2 -14 PSF
ZONE 3 -84 PSF
WALL ZONE 4 -51 PSF
ZONE E, -sa PSFj
CONCRETE SEAM SCHEDULE:
T5=15"X12" CONC BEAM W/405 BARS CONT
W/403 TIES '912" OC CORNERS 4 48" OC BALANCE
TOP OF TB +8'-0"
T81= 8 "X14" CONC BEAM W/405 BARS CONT
W14*3 TIES 612" OC CORNERS 4 48" OC BALANCE
TOP OF T5 +8'-0"
RAKE T5mMIN 8"X8" CONC BEAM W/205 BARS CONT
"_- I � EX T5
W
mi
REMOVE EXIST
OVERHANG
PLAN 1/4" = 1'- 011111
(DUSP MTL JOIST STRAP TAFIR216
11-WI 11-16cl NAILS U=10550
5/81, Cr)X PI Yllin Sprel-
ll -&& WD J5Ta 1611 OC
-!2f-
Z '-, X 9- C-,ONC CAP W/
1/2" PLYWO. W/8d NAILS _j
2 0 5 BARS CONT
19 811 OC W1411 X 1611
X 8XI6 CONC 5LK
SC-RN VENTS a 4811oc
(MATCH EXIST)
:44.0-111
h
\\-05 BAR' VERT ID 48" OC
11
IN CONC FILLED CELL
•
,I
,I
DETAIL_
r,--,WALL
Immommommommol
1\
1/2" =
1'- ovv
11
x1 -3/411
i EXISTING CONC. TIE BEAM
MTL,
L
II
,lE EX15T
TANG
(MATCH EXIST)
---------------------------------------------------------------------
�x2'-&
05x2'-&" DOWELS
cm
DRILL 314"7Xro" HOLE BREAK BLOCK SHELL EXPOSING CELL
-'LL w/FLUO GROUT
'NT!CDUcr="0 VEFE- 'r
REMOVE DUST 4 DEBRIS, T
FILL w/HIGH STRENGTH EPDXY GROUT
4 INSERT S DOWELS
EXIST. BLOCK WALL
'mmmommommmom,
C14
EXISTING FOOTING
NEW TIE DOWN IN EX16T. GONG
5 1 4
FTG CONSTRUCTION DETAIL
NOT TO SCALE
ASPHALT SHINGLE ROOF
ASPHALT
C BEAM
--- - - ---- ---------------------------------------
qr=tD ENTRY 4 CONC BLOCK 4
-0 INSTALL NEW In 345H
4-
S.
77
+43.06 MATiCH EXIST
6TUCCt)'FINISI4' II -41.c
(MA C
eHATCH-tXIStj* T �14-,,*EX16-b'
REMOVE EXIST WOO
----N�—BLOCK IN - FIN TO
MATCH EX15T
P14 FLOOR
FIN FLOC
— ------------------------------------------------------------- -------
NE U) ENTRY NEW 5A'
NEW ADDITION NEW ADDITION
1 1
RIGHT SIDE ELEVATION 1/41V =1'- ovv
12
SHINGLE MATCH �ASPHALT -64HINGLE RO&-]
EXIST I CONC
.........
-------------------------------------------------------------
BEAM NEW E
BATH i, , Op
OH
MATCH r=Xiic STUCCO FINISH STUCCO FINISH
(MATCH EXIST) (MATCH. EXIST)
+44.0
I
FIN FLOOR i FIN FLOOF
-----------------------------------------------------------
NE LD BATH
NEW ENTR
REMOVE CONIC 5LK 4
INSTALL 3ro"X80" XI-3/4 NEW ADDITION
.SC MTL CL DR NEW ADDITION
ASPHALT SHINGLE ROOF
EFT SIDE ELEVATION 1/4" = I'm 0'
m
EXIST ASPHALT SHINGLE ROOF
r----------------------------
- -----------
iLl
It
.23 SH 055C GL
STUCCO-FiNisw''
ftil*ATCH EXIST)
NEW ADDITION
11111 � ��I' ALI
� DOOR 4
IN - FIN TO MATCH EX
. 1/4.. 11111=11 1._..
12
31 MATCH STUCCO FINISH ON
EXIST CONC GABLE END EXIST ASPHALT SHINGLE ROOF
OH
--------------------------------------------------------
2L
NEW ADDITION
.
OH
e-
ii
o E
l" Noil, ► m, M
AIGN%LL Alffli-n. U 21-A I
LICATED, USED, OR DISCLOSED WITHOUT
THE D(• RESS WRITTEN CONSENT OF
MICHAEL HURTAK ARCHITECT (c) 2• ►0
-0
:44.0-111
1
•
,I
,I
Immommommommol
—REMOVE CONC 5LK 4
36 "X IX
11
x1 -3/411
11
MTL,
L
II
DR
NEW ADDITION
FRONT ELEVATION 1/4" = 1'- 0"
Revisior
[-No. I z;w, bescripi
A
C BEAM
D-BATH
R- OV CONC 5LK 4
IN XI-3/4"
AL /GL ORB
cli
Z�w
'qT,
.
OH
e-
ii
o E
l" Noil, ► m, M
AIGN%LL Alffli-n. U 21-A I
LICATED, USED, OR DISCLOSED WITHOUT
THE D(• RESS WRITTEN CONSENT OF
MICHAEL HURTAK ARCHITECT (c) 2• ►0
-0
immmmmmmmmmmmi
•
,I
,I
Immommommommol
—REMOVE CONC 5LK 4
INSTALL 345H
STUCCO FINISH
Immommommommmi
(MATCH EXIST)
---------------------------------------------------------------------
FRONT ELEVATION 1/4" = 1'- 0"
Revisior
[-No. I z;w, bescripi
A
C BEAM
D-BATH
R- OV CONC 5LK 4
IN XI-3/4"
AL /GL ORB
cli
Z�w
'qT,
Lic. # AR0008374
o E
l" Noil, ► m, M
AIGN%LL Alffli-n. U 21-A I
LICATED, USED, OR DISCLOSED WITHOUT
THE D(• RESS WRITTEN CONSENT OF
MICHAEL HURTAK ARCHITECT (c) 2• ►0
-0
immmmmmmmmmmmi
Immommommommol
Immommommommmi
Immmommommommi
'mmmommommmom,
Immommommmomml
immmmmmmommmol
U.
mj uj
LU
0
uj
>
ui
F-
00
LL
c.0
04
c.0 0
U)
U.
Lic. # AR0008374
ShGO
"A=2
-0
ShGO
"A=2