623 Grovewood Ave 05-3817 enclose porchPermit # :
7`
Job Address: Jc) Cwt
Description of Work: C)
Historic District:
CITY OF SANFORD PEMMIT APPLICATION
Date:
Zoning: Value'of Work -S
RECEIVED
JUL 2 8 2005
L
Permit Type: Building %``I" Electrical ' Q Mechanical "P Plumbing Fire Sprinkler/Alarm Pool _
Electrical: New Service — #/o)f AMPS Addition/Alteration p Change of Service Temporary Pole
Mechanical: Residentiall`-1L Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
I 2oc)rn
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repai — Residential o Commercial to
Occupancy Type: Residential Commercial Industrial Total Square Footage:
Construction Type: f X111 1\ # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X)
Contractor Name & Address
Phone & Fax:
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect/Engineer:
Address:
Contact Person:
State License Number:
Phone:
Fax:
Application is hereby made to obtain a permit to do the work and installations as indicated. f certify that no work or installation has commenced prior to the
issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. [ understand that a separate
permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and
AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance p rmit is verification that 1 w Il no ify the owner of the property of the requirements of Florida Lien Law, FS 713.
i
Sign`atu re of Owner/Agent ` Date '" .- Signature of Contractor/Agent
Print Owner/A ent's Name Print Contractor/Agent's Name
Signature of Notary -Stare Florida
t hryA/
Date Signature of Notary -State of Florida
o PRV P li fL ORENCEM.DEG1511AVG: r,
k
MYCOMMISSION #DD164280
Date
Date
ne'- elQn d(?iii if 1!,e or
i
Contractor/Agent is _ Personally Known to Me or
PcO ty'fD k8onfip iBudAaFF%arilSfltyit2tJpi'Or— Produced ID
APPLICATION APPROVED BY: Bldg: Zoning:
Initial & Date)
Special Conditions:
Utilities: FD:
Initial & Date) (Initial & Date) (Initial & Date)
06
FOLLOW MFGR. INGTR.
LOAD BEARINGS WALLS
HEADER/STUD/STRAP CHART (NTS)
GENERAL FRAMING NOTES]
L TRUSSES MUST BE CAPABLE OF TRANSFERRING LATERAL LOADS TO BEARING WALLS, 1. All lumber to Southern Yellow Pine #2 Spruce
2. TRUSSES, GIRDERS AND BEAM TIE DOWNS TO BE SIZED PER TRUSS MANUFACTURERS
1
with maximum content of moisture 19%. Exterior lumber
6 -0
UPLIFT CALCULATIONS. ANY QUESTIONS AS TO THE SIZE, TYPE, OR VALUE OF A
1
to be pressure treated. Studs may be SPF stud grade.
8'---21
NAIL, STRAP OR CLIP SHOULD BE VERIFIED BY THE STRUCTURAL ENGINEER 2. All exterior doors and door to garage must be of solid
3. GABLE END NAILING:5' ROOF EDGE 4'--I -
2
core wood or insulated metal.
HEADER
8D COMMON NAILS NAILED 4" O.C. 3. Windows and doors must meet standards of FBC 2001 ED.
4. HEARING WALL NAIL PATTERN:
21'-0'
O OO
HEADER
for wind resistance in both design and installation.
2' X 8' SOUTHERN PINE 16' O/C
USE NAILS 6 12" O/C
2'--X 8' SOUTHERN PINE 12' /C
SIMPSON L6TA9 AT
4'
4. Provide adequate bracing and bridging to trusses and
1, PLYWOOD: (FIELD) 8D
O O
WWI•„
p
conventional frame roof to resist wind and other lateral
OR 0.5,5. (EDGE) USE 8D NAILS •s 6" O/C
LU
Y2" DRi`WALL
10d NAILS
12"O.C.
forces in accordance with FBC 2001 ED.
2. GYPSUM: (FIELD) USE 5D NAILS 10" OIC
HT'S,
O RIDGE
M- P,,,. li[
EDGE) USE 5D NAILS 1" O/C 02 1 i
2X4 S.Y.P. DIAG. BRACING 6'O.C.
GENERAL FOUNDATION NOTE
5. ROOF NAILING PATTERN: PLYWD OR OSB
1110 W%1MX ,
2 2
V
W/2 8d COMMONS a EACH END
1. All concrete slabs shall have a compressive strength of not less
I ZONE 1 USE 8D COMMON NAILS g 12" O/C O O'&
Q
OO f 4 than 2500psi ® 28 days.
II 11 II II II
2 ZONE 2 - USE 8D COMMON NAILS e KJ" O/C
2X4 S.Y.P BLOCKING W/2 8ds EA. END
Slabs shall be reinforced with fibermesh or 6x6 10/10 welded wire
3 ZONE 3 - USE 8D COMMON NAILS 6 4" O/C
02 03 a OO 02 mesh on Emil vapor barrier over clean, compacted, termite treated
DOOR-TRUOa: Soy
H5 AP4 OR RSP4
6. 1/2" GYPSUM CEILING: USE 5D NAILS m 7 O/C ZONE CHART 5' 2.
fill`
Concrete footings shall have a compressive strength of not less
1. SENCO 2 1/4" X .131 4 PASELODE 2 1/4" X .099 PNEUMATIC NAILS MAY BE USED IN LIEU than 2500psi ® 28 days.
OF 8D COMMON NAILS. NAILED Q 5" O.C. EDGES 4 -8 10" O.C. FIELD 3. Reinforce footings with #5 bars unless noted otherwise. All bars
FOLLOW MFGR. INGTR.
INT. FRAr1ING
WON BEARING) -
FIR)rF'ACE UNIT
htlN. TO COMBUSTIBLE
MAIERIAL.---
16' TlL'c HEARTH -
shall be deformed and be clean and free from rust and scale.
Splices shall overlap a minimum of 25".
4. For concrete block walls provide concrete filled cells with 1-#5 bar
vertically continuous from footing to tie beam at all corners and
CUSTOM GALV CAP otherwise noted as per foundation plan.
WITH SPARKARRE6TOR 4. Unless noted otherwise extend slab 1-1/2" at door openings.
I 5. Unless noted otherwise extend slab 1-1/2" and recess 3/4" for
Py sliding glass door tracks.
PIPE 6TAe1LIZER
i° x 4" a I6" O.C. HEIGHTS
W/ 1/Ib' 0915 NAIL 'a1 4• ur."
rDGES t 12' INT.
1
1
F I R EELA E I
FIRE&TOP SPACER
MAIWAN Y MIH
CLEARANCE FRON
CONOu6f,W.
l.'y
tloN 5RG.5LAB
J • 2S,
Curve Delta Angle Radius Arc
SETN 1 30'45'10 75.00 40.26
LB 4565 2 30°45'10 75.00 40.26
SET NSD \
G\,
LB 4565 \
Q) \ 22
067.
O ?QC O s CORNER FALLSQ ,
4c,
4 va Q •o \ ON WALL
o
SET N&D
LB 4565
P.O.L. 5.00 Shi°E
WALK
LOT 2- Jz
o9ti w
Q
o°
P\ LESS - ..1
OEAST 38 FEET
z
24 1-J's,YJ
J
0
I mCN
i
CO
N
I
OCD
C7v '
I0
LU
LU
wz _
I w
0SCALE1' = 40' \' \
z
SET RB 22 38' LB 4565
CORNER FALLS \
ON WALL \
SET NRD- --
DESCRIPTION: LOT 23, LESS THE EAST 38.0 FEET THEREOF, REPLAT OF GROVEVIEW VILLAGE
FIRST ADDITION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 26,
PAGE(S) 4,5 & 6, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA
EXTERIOR #Z STUDS
LOAD BEARINGS WALLS
HEADER/STUD/STRAP CHART (NTS)
MAX, HT.
2 SYP
FADER SIZE
MAXIMUM
SPAN
ER STUDS ULL L NGTH
EACH END STUDS)
O EA H END
FOR PROPER FLOW
2)2X6 5'-1" 1 1 1
2 2X8 6 -0
Wl MIN, H1 12'-0' OR
1
2 2X10 8'---21 2 2 2
2 2X12
774" ABOVE ANT
1 2 2 2
STRUCTURE WITHIN 10'
HEADER
2' X 6' SOUTHERN PINE 12' O/C 19'-8'
2- X 8' SPRUCE, FIR 24' /C
SEE HEADER CHART)
2' X 8' SPRUCE, FIR 16' O/C 21'-0'
2' X 8' SPRUCE, FIR 12' O/C
2 X 6 CRICKETHEADER
18'-4'
2' X 8' SOUTHERN PINE 16' O/C 22'-8'
2'--X 8' SOUTHERN PINE 12' /C
SIMPSON L6TA9 AT
CC
EVERY CRIPPLE BOTT. FULL LENGTH
WWI•„
p
1
SIMPSON LSTAI2
WALL STUDS
LU
Y2" DRi`WALL
10d NAILS
12"O.C.
HEADER STUDS BOTH SIDES HT'S,
t
M- P,,,. li[
2ERED
TT I T- -TT IT -
2X4 S.Y.P. DIAG. BRACING 6'O.C.
1 l I I I I I I
PER MANUF- SPECS.
1110 W%1MX ,
W V
W/2 8d COMMONS a EACH END
CHIM. PIPE N IN.
I' 1/2" X 8" AB.
O
11
2' TO TRUSSES
Q
GABLE END TRU55
48"O/CII11IIIIII
2X4 S.Y.P BLOCKING W/2 8ds EA. END
J
DOOR-TRUOa: Soy
H5 AP4 OR RSP4
CHOKED WA"Xi" EXPAi4w,ION
INT. FRAr1ING
WON BEARING) -
FIR)rF'ACE UNIT
htlN. TO COMBUSTIBLE
MAIERIAL.---
16' TlL'c HEARTH -
shall be deformed and be clean and free from rust and scale.
Splices shall overlap a minimum of 25".
4. For concrete block walls provide concrete filled cells with 1-#5 bar
vertically continuous from footing to tie beam at all corners and
CUSTOM GALV CAP otherwise noted as per foundation plan.
WITH SPARKARRE6TOR 4. Unless noted otherwise extend slab 1-1/2" at door openings.
I 5. Unless noted otherwise extend slab 1-1/2" and recess 3/4" for
Py sliding glass door tracks.
PIPE 6TAe1LIZER
i° x 4" a I6" O.C. HEIGHTS
W/ 1/Ib' 0915 NAIL 'a1 4• ur."
rDGES t 12' INT.
1
1
F I R EELA E I
FIRE&TOP SPACER
MAIWAN Y MIH
CLEARANCE FRON
CONOu6f,W.
l.'y
tloN 5RG.5LAB
J • 2S,
Curve Delta Angle Radius Arc
SETN 1 30'45'10 75.00 40.26
LB 4565 2 30°45'10 75.00 40.26
SET NSD \
G\,
LB 4565 \
Q) \ 22
067.
O ?QC O s CORNER FALLSQ ,
4c,
4 va Q •o \ ON WALL
o
SET N&D
LB 4565
P.O.L. 5.00 Shi°E
WALK
LOT 2- Jz
o9ti w
Q
o°
P\ LESS - ..1
OEAST 38 FEET
z
24 1-J's,YJ
J
0
I mCN
i
CO
N
I
OCD
C7v '
I0
LU
LU
wz _
I w
0SCALE1' = 40' \' \
z
SET RB 22 38' LB 4565
CORNER FALLS \
ON WALL \
SET NRD- --
DESCRIPTION: LOT 23, LESS THE EAST 38.0 FEET THEREOF, REPLAT OF GROVEVIEW VILLAGE
FIRST ADDITION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 26,
PAGE(S) 4,5 & 6, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA
EXTERIOR #Z STUDS
LOAD BEARINGS WALLS
HEADER/STUD/STRAP CHART (NTS)
MAX, HT.
2 SYP
FADER SIZE
MAXIMUM
SPAN
ER STUDS ULL L NGTH
EACH END STUDS)
O EA H END
STRAPS
EACH END
OF HEADER
2)2X6 5'-1" 1 1 1
2 2X8 6 -0 1 1 1
2 2X10 8'---21 2 2 2
2 2X12 9 -8 1 2 2 2
INT. FRAr1ING
WON BEARING) -
FIR)rF'ACE UNIT
htlN. TO COMBUSTIBLE
MAIERIAL.---
16' TlL'c HEARTH -
shall be deformed and be clean and free from rust and scale.
Splices shall overlap a minimum of 25".
4. For concrete block walls provide concrete filled cells with 1-#5 bar
vertically continuous from footing to tie beam at all corners and
CUSTOM GALV CAP otherwise noted as per foundation plan.
WITH SPARKARRE6TOR 4. Unless noted otherwise extend slab 1-1/2" at door openings.
I 5. Unless noted otherwise extend slab 1-1/2" and recess 3/4" for
Py sliding glass door tracks.
PIPE 6TAe1LIZER
i° x 4" a I6" O.C. HEIGHTS
W/ 1/Ib' 0915 NAIL 'a1 4• ur."
rDGES t 12' INT.
1
1
F I R EELA E I
FIRE&TOP SPACER
MAIWAN Y MIH
CLEARANCE FRON
CONOu6f,W.
l.'y
tloN 5RG.5LAB
J • 2S,
Curve Delta Angle Radius Arc
SETN 1 30'45'10 75.00 40.26
LB 4565 2 30°45'10 75.00 40.26
SET NSD \
G\,
LB 4565 \
Q) \ 22
067.
O ?QC O s CORNER FALLSQ ,
4c,
4 va Q •o \ ON WALL
o
SET N&D
LB 4565
P.O.L. 5.00 Shi°E
WALK
LOT 2- Jz
o9ti w
Q
o°
P\ LESS - ..1
OEAST 38 FEET
z
24 1-J's,YJ
J
0
I mCN
i
CO
N
I
OCD
C7v '
I0
LU
LU
wz _
I w
0SCALE1' = 40' \' \
z
SET RB 22 38' LB 4565
CORNER FALLS \
ON WALL \
SET NRD- --
DESCRIPTION: LOT 23, LESS THE EAST 38.0 FEET THEREOF, REPLAT OF GROVEVIEW VILLAGE
FIRST ADDITION, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 26,
PAGE(S) 4,5 & 6, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA
EXTERIOR #Z STUDS
SIZE STUD MATERIAL & O/C SPACING MAX, HT.
2' X 4' SPRUCE, FIR 24' O/C 8'-4-
2' X 4' SPRUCE, FIR 16' /C 10'-0'
2' X 4' SPRUCE, FIR 12' /C 11'-8'
2' X 4' SOUTHERN PINE 24' O/C 9'-0'
2' X 4' SOUTHERN PINE 16' O/C 11'-0'
2' X 4' SOUTHERN PINE 12' /C 12'-8'
2' X 6' SPRUCE, FIR 24' O/C 13'-0'
2' X 6' SPRUCE, FIR 16' /C 16'-0'
2' X 6' SPRUCE, FIR 12' O/C 18'-4'
2' X 6' SOUTHERN PINE 24' /C 14'-0'
2' X 6' SOUTHERN PINE 16' /C 17'-0'
2' X 6' SOUTHERN PINE 12' O/C 19'-8'
2- X 8' SPRUCE, FIR 24' /C 17'-0'
2' X 8' SPRUCE, FIR 16' O/C 21'-0'
2' X 8' SPRUCE, FIR 12' O/C 24'-0'
2' X 8' SOUTHERN PINE 24' /C 18'-4'
2' X 8' SOUTHERN PINE 16' O/C 22'-8'
2'--X 8' SOUTHERN PINE 12' /C 26'-0'
MTL. 6f=ARK
ARRESTOR
N
CRICKET
SIDING OVER xa" OSE OR
Ye" STUCCO OVER LAI 4 4
Jib" OSB
EXISTING* CML!
LUALL
FINISH FLOOR NEW EXT. DOOR
LEFT SIDE ELEVATION_
1/4"= 1 '-
Olt
TIE NEW FOOTING TO EXISTING
W/2 +'5 RODS W/6" EMBEDMENT
W/EPDXY (TYPICAL)
NOTE:
THIS STRUCTURE HAS BEEN DESIGNED PERMIT #Mwltn:
TO MEET OR EXCEED THE WIND LOAD
REQUIREMENTS OF SECTION 1606 OF
THE FLORIDA BUILDING CODE 2001 EXISTING ROOF
EDITION. PLANS REVIEWED1. BASIC WIND SPEED - 120 MPH MIN, R-19 INSULATION H3 RAFTER/TO' Pl °& 1 7- 2. WIND IMPORTANCE FACTOR - 1.0
3. WIND EXPOSURE - CATEGORY B
OF 'ANFORD
4. INTERNAL PRESSURE COEFFICIENT FOR
ENCLOSED BUILDINGS IS .18 AND HEIGHT &
EXPOSURE ADJUSTMENT COEFFICIENT IS 1.0 -
L
LSTs STUP/TOF PLATE
DRYWALL CEILING. EACH STUD
F-72' 011IIIIIIIIIIIIIIIIIII
BOARD
S tom
NABLI=
END
NAIL SPACING WOOD HEADER - (2i2XC E
ROOF SHEATHING SEE ZONE CHART WOOD
BLOCKINGOFRC
mrr:i
2X4 OUTLOOKER m 24" O.G.
17T
MINIM
til _ %, _ ,.:.1!1 I
CC
MAX. 12" O.H.) W/ A34 * 24" O.C.
ISIfT l
SII lG.:.,_ _ WWI•„
p
LU
Y2" DRi`WALL
t
M- P,,,. li[
1Un
2X4 S.Y.P. DIAG. BRACING 6'O.C. PER MANUF- SPECS.
1110 W%1MX ,
W V
W/2 8d COMMONS a EACH END
QO
11
Am%
mwLL cn Q
GABLE END TRU55
MTL. 6f=ARK
ARRESTOR
N
CRICKET
SIDING OVER xa" OSE OR
Ye" STUCCO OVER LAI 4 4
Jib" OSB
EXISTING* CML!
LUALL
FINISH FLOOR NEW EXT. DOOR
LEFT SIDE ELEVATION_
1/4"= 1 '-
Olt
TIE NEW FOOTING TO EXISTING
W/2 +'5 RODS W/6" EMBEDMENT
W/EPDXY (TYPICAL)
NOTE:
THIS STRUCTURE HAS BEEN DESIGNED PERMIT #Mwltn:
TO MEET OR EXCEED THE WIND LOAD
REQUIREMENTS OF SECTION 1606 OF
THE FLORIDA BUILDING CODE 2001 EXISTING ROOF
EDITION. PLANS REVIEWED1. BASIC WIND SPEED - 120 MPH MIN, R-19 INSULATION H3 RAFTER/TO' Pl °& 1 7- 2. WIND IMPORTANCE FACTOR - 1.0
3. WIND EXPOSURE - CATEGORY B
OF 'ANFORD
4. INTERNAL PRESSURE COEFFICIENT FOR
ENCLOSED BUILDINGS IS .18 AND HEIGHT &
EXPOSURE ADJUSTMENT COEFFICIENT IS 1.0 -
C'3ABLt= SND t-M/Al" IINC3 f-KAI" IUJ,4LL
POUR NEW CONCRETE OVER EXISTNG
SLOPING FLOOR (2"-4" THICK)-
EXISTING
HICK)
EXISTING CONCRETE FLOOR-/
16"WXS"D. CONCRETE FOOTING
W/2 *5'5 CONTINUOUS
T"T"FICrAL WALL 5ECTION
1/2"=1'-0
I
1 11.1..T -f I
RIGHT SIDE ELEVATION
L
POUR NEW CONCRE'jE OVER EX15TNG
SLOPING FLOOR TO !7EVEL. PRETREAT
W/TERMITE POISON F!RIOR TO POURING
too
PLACE +'S ROD VERTICALLY -
DRILL 3/4" Xo Y2" INTO SLAB EMBED ROD
6" MINIMUM U)/EPDXY
16"WXS"D. CONCRETE r -OC TING
W/2 +'5'5 CONTINUOUS
m
t
ao hI. C0(4C..
S. F-, U-),
El C ;
ATTACH NEW FRAME WALL TO SLAB
LU/Y2"XS" ANCHOR BOLTS W ERE SHOLUN
FOUNDATION PLAN
REAR ELEVAT101"I
R-6 FLEX DUCT
1/4"= V4,
x=
1 '-0"
REMOVE WINDOW PREP OPNG
4 INSTALL PASS THRU COU R
REPLACE SL. GLASS DOORS W/
PAIR OF FRENCH DOORS INTO
EXISTING OPENING TIE NEW FRAME WALL TO
EXISTINGCMU WALL Wl} "X
6" ANCHOR BOLTS m 24"O.C.
VERTICALLY (TYPICAL) I
ro
1 \
EXISTING CONC. STEPI
I \ TO REMAIN
R/A 2 24'-Ih
6X8 \
6X8
0 _
1-I
42 !' PREFAB
FIREPLACE
OR
TILE OR MARBLERT
16 WIDE TIE NEW FRAME WALL TC
EXISTINGCMU WALL W/Y2' L 6 ANCHOR BOLTS 0 24
VERT(FALLY (TYPICAL
NEW 34 5H ; NEW 34 SH
293P # -29.3P
5'-7"
lie
4'-1011 4'-8 4'-10" 51-111
lie lie
25'-5°
FLOOR PLAN -
1/4"=
10 -
10"
L
LSTs STUP/TOF PLATE
DRYWALL CEILING. EACH STUD
BOARD
NABLI=
END
NAIL SPACING WOOD HEADER - (2i2XC E
ROOF SHEATHING SEE ZONE CHART WOOD
BLOCKINGOFRC2X4OUTLOOKERm24" O.G. RIS INSUt..'aTION
CC
MAX. 12" O.H.) W/ A34 * 24" O.C.
LU
Y2" DRi`WALL
W
SINLE HUNG WINDOW INSTALLED
1 Un
2X4 S.Y.P. DIAG. BRACING 6'O.C. PER MANUF- SPECS.
W W V
W/2 8d COMMONS a EACH END
QO
11
Am%
mwLL cn Q
GABLE END TRU55
2X4 S.Y.P BLOCKING W/2 8ds EA. END
2X8•5TUD FRAMING ' 24"O.C.
MAX.W/P.T. BOTTOM PLAT;! AN-
L0
TOP 4 BOTT, CHORD 0 4' O/C
CHOKED WA"Xi" EXPAi4w,ION
Q
SIpING OVER Jf6n 0515 OR
BOLT INTO TOP COURSE CMU Ya" STUCCO OVER LATH 4
WALT 4 3"O.C. Jf6" OSB
SIMPSON L6TA24 m 24" O/C
1/2" CLNG BOARD
DBL. 2X TOP PLATE IX2 P.T. FURRING UPRSBOND BEAM COURSE W/I "5
MIN INSULATION ON 15LOCK IN CONC. FILL
SP2 m EVERY
OTHER STUD
c
2X STUD WALL W/) " DR''4UALL
1.
IS VERWHEREVEREDON
PACE
ROD PTICALLY
DRILL 3/4" X9,Y2" INTO SLAB EMBED ROD
6" MINIMUM W/EPDXYC'3ABLt= SND t-M/Al" IINC3 f-KAI" IUJ,4LL
POUR NEW CONCRETE OVER EXISTNG
SLOPING FLOOR (2"-4" THICK)-
EXISTING
HICK)
EXISTING CONCRETE FLOOR-/
16"WXS"D. CONCRETE FOOTING
W/2 *5'5 CONTINUOUS
T"T"FICrAL WALL 5ECTION
1/2"=1'-0
I
1 11.1..T -f I
RIGHT SIDE ELEVATION
L
POUR NEW CONCRE'jE OVER EX15TNG
SLOPING FLOOR TO !7EVEL. PRETREAT
W/TERMITE POISON F!RIOR TO POURING
too
PLACE +'S ROD VERTICALLY -
DRILL 3/4" Xo Y2" INTO SLAB EMBED ROD
6" MINIMUM U)/EPDXY
16"WXS"D. CONCRETE r -OC TING
W/2 +'5'5 CONTINUOUS
m
t
ao hI. C0(4C..
S. F-, U-),
El C ;
ATTACH NEW FRAME WALL TO SLAB
LU/Y2"XS" ANCHOR BOLTS W ERE SHOLUN
FOUNDATION PLAN
REAR ELEVAT101"I
R-6 FLEX DUCT
1/4"= V4,
x=
1 '-0"
REMOVE WINDOW PREP OPNG
4 INSTALL PASS THRU COU R
REPLACE SL. GLASS DOORS W/
PAIR OF FRENCH DOORS INTO
EXISTING OPENING TIE NEW FRAME WALL TO
EXISTINGCMU WALL Wl} "X
6" ANCHOR BOLTS m 24"O.C.
VERTICALLY (TYPICAL) I
ro
1 \
EXISTING CONC. STEPI
I \ TO REMAIN
R/A 2 24'-Ih
6X8 \
6X8
0 _
1-I
42 !' PREFAB
FIREPLACE
OR
TILE OR MARBLERT
16 WIDE TIE NEW FRAME WALL TC
EXISTINGCMU WALL W/Y2' L 6 ANCHOR BOLTS 0 24
VERT(FALLY (TYPICAL
NEW 34 5H ; NEW 34 SH
293P # -29.3P
5'-7"
lie
4'-1011 4'-8 4'-10" 51-111
lie lie
25'-5°
FLOOR PLAN -
1/4"=
10 -
10"
L
CL
Mom
CC W
LU a
W
1Un
W W V LLn
QO
11
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