HomeMy WebLinkAboutRevision 2-19-22NOTE:
DOOR FR. SHAL'
BE MIN. 4" FR01
SIDEWALL @ CC
CONDITION
(2) 2x4 WD. HD
2x4 WD. BUCK
DOOR -SEE PLAN
CAULK FULL 1
PERIMETER, -
DOOR HINGE
DOOR -SEE PL
DOOR -SEE
THRESHOLI
HEAD
JAMB
5/8" MIN. STUCCO
FINISH
EXIST CMU LINTEL
'FLEXWRAP' FLASHING -
TC OR W SCR IF REQ'D
BY PROD. APPVL
MESH ON M. BARRIER —
SEALANT, TYPICAL
1x P.T. WD. SHIM FASTEN
TO SOLID 2X FRMG
1/2" GYP. BD,
4-9/16" DOOR FRAME —
BOTH SIDES,
TYP.
EXTERIOR DOOR
1/2" WD. SHIM
_
CAS NG D WD
EXTERIOR
PTD. GRADE
WD, FRAME
1/2" GYP. BD.
BOTH SIDES,
TYP.
FINISHED WD
CASING
(2) 2x4 WD.
BUCK
PTD. GRADE
WD. FRAME
ING
EXTERIOR DOOR
SEALANT, TYP @ FRAME
CONT.
lx P.T. WD. SHIM
FASTEN TO CMU
FLASHING
GROUT FILL CELL
#5 BAR OPENING
EXTERIOR DOOR
3/16" TAPCON w/ 1-1/4"
EMBEDMENT INTO
CONC.-PER HOLE
EX DRIVEWAY
VC. SLAB -
TUCK FLASHING INTO
JOINT MIN 1", FILL WITH
J1LL FOAM ROPE & SEALANT SILL
INTERIOR HINGED DOOR EXTERIOR DOOR
Im
SCALE: 1-1/2" = V-0"
SCALE: 1-1/2"=V-0"
- FI-FOIL INSUL
5/8" MIN. STUCCO
(R4)
FINISH
EXIST BOND BEAM
-1/2" GYP. BD.
-1/4" TC @ 12"oc STAG
'FLEXWRAP' FLASHING -
-FURRING STRIPS
STUCCO BAND -
@ 16" o.c. HORIZ.
AROUND OPENING
SOLID 2X FRMG, ANCH -
TO EXIST LINTEL, WRAP
W/ FLASHING
WOOD
_FIN.
CASING
MESH ON M. BARRIER —
1x P.T. WD. SHIM
CAULK @ FRAME
CONT.
INTERIOR
WINDOW
SEALANT, TYPICAL
OPTIONAL —
PRECAST SILL
FI-FOIL INSUL.(R4)
0
1/2" GYP. BD.
1/4" TC @ 12"oc STAG
FIN. WOOD
CASING
1/2" GYP. BD. w/
CORNER BEAD
/4" TAPCON w/ 1-1/2"
EMBEDMENT INTO CONC -
SPACING PER PRODUCT
HEAD APPROVAL
y >a
VERIFY w/ OWNER
FIN. WOOD
FIN. WOOD SILL
CASING
<°
6" STUCCO SILL
:
FIN. WOOD TRIM
w/ DRIP EDGE
FURRING STRIPS
VERTICAL @ END
FURRING STRIPS
FLASHING
@ 16" o.c.
1/2" GYP. BD.
OPT. CMU LINTEL -SEE
- FI-FOIL INSUL
BEAM/ LINTEL SCHEDULE
FI-FOIL INSUL.(R4)
(R4)
1w,
1/2" GYP. BD.
STUCCO FINISH
THRESHOLD PER
ILL
MANUFACTURER
EXTERIOR
INTERIOR
-GROUT FILL &
FLASHING
VERIFY SILL W/
- FLOORING
WINDOW
OWNER
1/2" GYP, BD.
CAULK @ FRAME
FIN. WOOD
CONT.
CASING
lx P.T. WD. SHIM
-EX CONC. SLAB -
FASTEN TO CMU
FURRING STRIPS
STUCCO BAND VARIES
VERTICAL @ END
FLASHING
d
1/2" GYP. BD.
GROUT FILL CELL
°
a
FI-FOIL INSUL.(R4)
ALL
]AM
B
P
ONINGS
ALUMINUM
OR VINYL WINDOW
WINDOW &DOOR DETAILS
P.T. WOOD FURRING STRIPS
@ 16" o.c. HORIZONTALLY
1/2" GYP.BOARD, PTD.
FI-FOIL INSULATION (MIN. R-4)
FLOOR FINISH -
EXIST TIE BEAM & GABLE
FRAMING
TRUSS BRG.
#5 DOWEL EPDXY INTO EXIST
CONC. LINTLE & TIE BEAM
SCALE: 1-1/2"=V-0"
NOTE:
1. WOOD TRIM SHOWN IS OPTIONAL, PER OWNER.
2. MARBLE WINDOW SILLS ARE STANDARD.
5/8" MIN. 2 COAT STUCCO FINISH
MATCH EXISTING FINISH
#5 VERTICAL REINFORCEMENT IN
SOLID GROUTED CELL FROM
FOOTING DOWEL TO EPDXY
DOWEL IN EXIST LINTLE
DOWEL @FILLED CELL,
EMBED 8", 6" INTO EXIST
FTG, LAP TO #5 VERT.
0'-0" EX HOUSE FIN FLR
6 EX GARAGE FLR
\/VA/� e �Ax\
A WALL SECTION @ GAR. DR. IN -FILL -
SCALE 3/4" = 1' -0
ACCESS ABOVE CEILING
TO INSTALL 2x4 OR 25GA M
STUD BRACE WHERE WALL
SUPPORT EXCEEDS 8 FT.
R30 INSULATION
_ __ EX GYP BD @
ROOF TRUSSES
SIDE VIER 11 — DBL 2x4 PLATE OR
I
20 GA TRACK
11
I I (2) 16d OR #10 X 3"
I I W SCR @ EA
TRUSS OR BRACE
II
iINTERIOR WALL SECTION
SCALE 3/4" = 1'-0"
Product Approval Submittal Affidavit
150 MPH (Lilt) WIND SPEED PER FBC R301.2(2), EXPOSURE 'B'
Opening Schedule: Swing Doors & Windows
Opening
ID
Product
Model #
Manufacturer
Glass
Description
Attachment Method Type,
Size, Spacing, & Embedment
Building Desi InProduct
Pressure (PS`R)
Design
Pressure (PSF)
1
36" EXTERIOR
DOOR
FIBER -CLASSIC
INSWING IMPACT
THERMA-TRU
FL #20468-R4
1" LAMINATED
INSULATED
1/4" TC THRU 1X PT BUCK W/ 1-1/4" CONC EMBED, 6"
ROM HEAD, JAMB, SILL CORNERS, 14"oc EA JAMB, NONE @
Z5, 10SF
+24.3/-32.5
+ J - 50.0
A
SH WINDOW
36"x 49-5/8"
'OCEANVIEW'
VINYL, IMPACT
VIWINCO, INC.
FL #29511-R1
15/16" LAMINATED
INSULATED, ANNEALED
1/4" TC THRU 1X PT BUCK, EMBED 1-1/4" INTO GROUTED
CONC ELK, W/ 2" MIN EDGE DIST. SAME INTO 2X PT
Z5, 10SF
+24.3/-32.5
+ / - 50.0
Signature: I have reviewed the above product approval information and and approved it. Certification Number: AR 17155
Name: Dan Stuart Davis, Architect w°....m°°are.,�o=a, Date: 6/15/21
4"T.C. THRU 2X PT W/ 1-1/2" EMBED — — FT —
INTO EXIST CONC LINTEL 12"oc STAG.
2X SOLID 4" HIGH PT HEADER i THIS
ANCHORED TO CONC LINTLE, SAME AT PROJECT
DOOR. SEE HEAD DETAILS ON THIS
AND SHT 2.
12" max Heao & Sill 411
X
X
Ia
E
CL
0
N
E
f0
(0
r1
C6
W MOP
N
C
L_
0
U
�ro
4"
A
WINDOW ANCHOR SPACING
MASONRY NOTES
1. CONCRETE (where shown)
NONE
2. REINFORCING
a. shall meet ASTM 615-90 standard for 60 Grade.
b. horiz. & Vert. reinforcing lapping shall be a min. 22".
c. 1-1/2" min protection for reinforcing
3. CONCRETE MASONRY UNIT
a. shall be meet ASTM C 90-90 GRADE NI OR NII.
b. shall be load bearing concrete masonry units.
4. MORTAR
a. shall meet ASTM C 270 standards.
b. shall be type M.
c. joint type shall be concave.
5. GROUT
a. shall meet ASTM C 476 standards.
b. shall have a min. 2000 psi compressive strength.
c. shall meet 8" -10" slump test.
(2) #5 VERTS
a
DOOR SCH
1
FIBERGLASS EXT, D,
2
NONE
3
FRENCH INTERIOR C
4
RELOCATED EXISTIC
FULL HEIGHTI PI R
WALL SECTIdN #5 HORIZ @ WDO
SILL, EMBED 6" INTO
EX FILLED CELL
EX FILLED CELL,
SAME OPP.
L------------ --- ----- ----
T-2" �- 2'-10" 36"
VERIFY R.O. VERIFY R.O.
2'-4" 9'-0" EXIST OPNG 2'-4"
FOUNDATION P LA N
SCALE 1/4" = V-0"
REMOVE EXISTING
OVERHEAD DOOR
DEMO PLAN
SCALE 1/4" = V-0"
Lit. ►_,
�I 42nd St.
0
� I
SITE PLAN
SCALE 1" = 30'
PROJECT INFORMATION
DESIGN PARAMETERS:
2020 7th Ed. Florida Building Code
Building Design: Enclosed
Basic Wind Speed: Al160 mph 3 second gust
Risk Category: II
Internal Pressure Coefficient: +/-0.18
Building Mean Height: 12'-0"
Roof Overhang: V-4"
Roof Pitch: 5/ 12
OCCUPANCY:
R3 One -Family Residence
EXISTING CONSTRUCTION:
Type V
Unprotected, Unsprinklered
Ext. brg walls- CMU
Eng, wood trusses
Int walls -wood stds & drywall
Asphalt Shingles
AREA TABULATIONS:
Existing House:
Non -A/C Area: 280 sqft.
F-Porch : 60 sf
R-Porch : 220 sf
New A/C Area: 273 sf
Existing A/C Area: 1117 sf
Total A/C Area: 1390 sqft
Total: 1670 sqft.
FLOOR PLAN
SCALE 1/4" = V-0"
TEP
OR 3-1/2" x 25
4TL STUD
rITION W/"
BD EA SIDE
=X CBS WALL
HORIZ PT
IRRING @ 16"oc.
FOIL INSUL &"
fP BD OVER, ALL
:TERIOR WALLS
�a
w
A -
w
Ln
00
0= O a w �
LU _ U_w 0 � o
Z0 00
L—__— +24.3/-32.3 - -+24.3/-32.3 �
-- 2.3-------- 4.3-32. --- —
#5 HORIZ @SILL
FRONT ELEVATION
SCALE 1/4" = 1'-0"
N
h
0
in
(n
5
a
U
a
o
3,:
O
+,
Z
�CL
Q
W
_
L
U�
O
>
Ld
>
U
Cr
W
a
N
n
N
N
N
+
W
N
to
w
0
M
O
n
E
U)
E li
0I
Q
C:)
ca
0)
O
0 oCO
V
Qw
V
V > M
zo,�
M 0 a)
0
0 ti
Q
CY
— ~
E
0
Q
M=F—
w
W
ry
O�
M
J
J
Uai
Z)
W
IL
o
W_
rUJ
V
-a�
Q
N
a
m
<
Z
I`
' ^
O
C:)v
N
2
Z
W
ZLli
0
J
Z
Q
>
>
0
W
0-
W
ILLZz�to
LL
~
ui
N LU
0
-�
0 0
0
0
o
0
I-
U
ry
J
Of
LLJ
r CL
IL
CL
C/)
DSD PROJ.
2110
DRWN.
D D
DATE
05 /25121
SHEET
1
of
2
v
0
5/8" MIN. STUCCC
FINISH
EXIST BOND BEAN
' FLEXW RAP' FLAS f
STUCCO BAND
AROUND OPENING
SOLID 2X FRMG, A
TO EXIST LINTEL,
W/ FLASHING
MESH ON M. BARR
1x P.T. WD. SHIM
CAULK @ FRAME -
CONT.
HEAD
:I -FOIL INSUL.(R4)
1/2" GYP. BD.
1/4" TC @ 12"oc STAG
FIN. WOOD
'ASING
1/2" GYP. BD. w/
'ZORNER BEAD
/4" TAPCON w/ 1-1/2"
:MBEDMENT INTO CONC
.PACING PER PRODUCT
APPROVAL
2X SOLID FRAME HEAD DETAIL
SCFLE 3" _
ELECTRICAL NOTES
1.
Contractor shall compare the electrical drawings and
11. Load data and calculations were designed based on
specifications with drawings from other trades. Contractor
information given to Architect at the time of the design. Prior
shall report any discrepancies to the Architect. Obtain written
to installation of all equipment verify size of equipment and
instructions for any necessary changes.
panel sizes.
2.
Contractor to verify and coordinate utility service with local
12. Electrical system shall be grounded. See Riser
utility company. Locate meter and panel as required.
Diagram.
3.
Install temporary power for construction as required.
13. Outlet boxes shall be pressed steel in dry locations,
4.
All electrical work and materials to be installed per NEC, NFPA,
cast alloy with threaded hubs in wet and damp
local, state, and national code.
locations and special enclosures for other classified
5.
Location of electrical raceways, switches, panels,
locations.
equipment, fixtures, etc. shall be adjusted to accommodate
14. Disconnect switches shall be H.P. rated, heavy
the work to avoid interferences anticipated and encountered.
1 duty, quick -made, quick break enclosure required
6.
Contractor shall verify switch type and locations with owner
by exposure.
prior to installation. Color of cover plates, switches and
15. Smoke detectors shall be hard wired (110 volt
receptacles shall be selected by owner.
type) to non-switchable light circuit and shall not be
7.
Contractor shall determine the exact route and location of each
connected into the load side of a ground fault
electrical raceway prior to make-up and assembly.
circuit.
8.
Outlets and appliances are shown and located on the drawings
16. Smoke detectors shall be located on or near ceiling
as accurately as possible. All measurements shall be verified
inside and outside each sleeping area. Verify
on the project and in all cases the work shall suit the
locations of smoke detectors with the drawings.
surrounding trim, finishes, and/or construction.
17. Smoke detectors shall be 110 volt type, with a test
9.
Heights of all outlets shown on the drawings are
button with battery back-up system and visible
approximate only.
"power on" indicator.
10.
All outlets installed outdoors, in bathrooms, on kitchen
18. Carbon Monoxide Detectors are required, may be in combination
counters and in the garage shall have ground -fault circuit
with Smoke Detector, mounted within 10 ft. of a bedroom.
interrupter breaker or receptacle. All other outlets
19. Furnish and install fixtures as called for on the plans or as
installed in living spaces shall have an arc -fault circuit
selected by Owner.
interrupter breaker or receptacles.
20. Contractor shall verify fixture type and locations with owner
prior to installation.
21. Coordinate heights of wall mounted lighting fixtures to clear
mirriors, cabinets, builts-ins, trim, etc.
ARCHITECTURAL SPECIFICATIONS
GENERAL SCOPE OF WORK:
1. MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF ST. LUCIE COUNTY,
FL AND THE FLORIDA RESIDENTIAL BUILDING CODE, 2020 7th EDITION.
2. SCOPE OF WORK INCLUDES:
a) REMOVE EXISTING OVERHEAD DOOR.
b) INSTALL EMBEDDED REBAR DOWELS AT EXISTING TIE -BEAM AND FOOTING, INSTALL CMU BLOCK CLOSURE
WALL W/ REINFORCING.
c) FRAME WOOD HEADERS, INSTALL EXTERIOR DOOR AND WINDOW PER PRODUCT APPROVALS & DETAILS.
d) FRAME WOOD (OR METAL) STUD PARTITIONS, INSTALL ATTIC & WALL FOIL INSULATION, AC DUCTWORK,
ELECTRICAL WIRING, AND SHEET ROCK.
e) INSTALL ELECTRICAL FIXTURES, AND SELECTED FLOORING.
f) APPLY EXTERIOR STUCCO (FINISH) AND PAINT INTERIOR AND EXTERIOR TO MATCH EXISTING.
DIVISION 3 & 4: CONCRETE & MASONRY
1. FOR CBS WALL SEE MASONRY NOTES.
DIVISION 6: WOOD AND PLASTICS
1. LUMBER: FURRING & BLOCKING: DOUGLAS FIR -LARCH, HEM -FIR, SOUTHERN PINE, OR
SPRUCE -PINE -FIR NO.2 OR BETTER. MAX 19% MOISTURE CONTENT. USE PRESSURE
TREATED WHERE NOTED AND/OR REQUIRED AND IDENTIFIED PER FBC 2303.1,8.1.
2. PLYWOOD (where called for): APA EXP-1, CDX.
3. FRAMING ANCHORS: SIMPSON, GALVANIZED, W/ ALL NAILS, SCREWS AS SCHEDULED.
4. ANCHOR ADHESIVE: SIMPSON AT'ACRYLIC-TIE', 2 COMPONENT, CAT. PA. 69.
DIVISION 7: THERMAL AND MOISTURE PROTECTION
1. BATT ATTIC INSULATION: EQUAL TO R-30 MANVILLE KRAFT-FACED THERMAL INSULATION: INSTALL
PER MANUFACTURER'S RECOMMENDATION FOR THE GIVEN CONDITION.
2. WALL INSULATION: MIN R-4 AT NEW CBS WALL, INSTALL PER MANUFACTURERS RECOMMENDATIONS.
3. CAULKING/SEALANT: GE SILICONE II XST, PAINTABLE TYPE.
4, DOOR & WINDOW MASONRY FLASHING: EQUAL TO 'DRYLOK' BY UNITED GILSONITE LABORATORIES,
APPLIED PER MFGR'S RECOMMENDATION. APPLY TO BOTH EXISTING AND NEW MASONRY.
5. FLASHING AT DOOR & WINDOW WOOD HEADERS: EQ TO DUPONT'FLEXWRAP', SELF -ADHERED BUTYL
FLASHING PER MANUFACTURE'S RECOMMENDATION.
DIVISION 8: WINDOWS AND DOORS
1. EXTERIOR DOORS: P.RE-HUNG, FIBERGLASS OR METAL, IMPACT RATED, FLUSH OR PANEL INSULATED
CORE, PRE -FINISHED, 3-BUTT HINGES PER DOOR, 36"x80" SIZE, RAIN -TIGHT WEATHERSTRIPPING AND
WEATHERSEAL THRESHOLD. HARDWARE: KEYED EXTERIOR LOCKSET.
2. WINDOWS: SINGLE HUNG, VINYL OR ALUMINUM, IMPACT RATED, INSULATED, SIZES SHOWN, INSTALL
PER PRODUCT APPROVAL.
DIVISION 9: FINISHES
1. CEMENT STUCCO:
- ON PLYWOOD (WHERE NOTED) - WIRE MESH ON 30# MIN FELT UMDERLAYMENT,
SCRATCH, BROWN, FINISH COATS, 3/4" THK
- ON CONC BLOCK - 1/2" THK, 2 COAT, TEXTURE FINISH TO MATCH EXIST HOUSE.
- SOFFIT - ON EXPANDED METAL LATH
2. GYPSUM WALLBOARD SHALL BE U.S. GYPSUM OR EQUAL. INSTALL AS PER MANUFACTURER'S
INSTRUCTIONS. MATCH EXIST TEXTURE.
3. PAINT INTERIOR 2 COATS, OF VINYL LATEX SEMI -GLOSS PAINT STUCCO 2 COATS LATEX
4. FLOOR FINISH AS SELECTED,
5. CERAMIC TILE AS SELECTED.
DIVISION 15: MECHANICAL
1. EXTEND DUCTWORK OF FXISTING HVAC SYSTEM INTO NEW ADDITION AS SHOWN ON DRAWINGS. ALL WORK
SHALL COMPLY WITH THi FLORIDA BUILDING CODE 20120, 7th ED. MECHANICAL. SEE ATTACHED MANUAL-3,
ENERGY CALCS AND DUCT LAYOUT W/ CFM.
2. CUTTING & PATCHING OF WALLS OR ROOF SHALL BE IN ACCORDANCE TO THE OWNER'S AND ARCHITECT'S
REQUIRMENTS.
3. COORDINATE ALL WORK WITH OTHER TRADES PRIOR TO INSTALLATION TO AVOID ROUTING CONFLICTS.
4. PROPERLY DISPOSE OF ALL DISCARDED MATERIAL AND WASTE PER OWNER AND THE CITY OF FT. PIERCE
REQUIREMENTS.
Weather Head
EXIST SERVICE
EXIST
150 AMP
Ee
METER
EXIST #4 COPPER CU
TO COLD WATER PIPE
AT HOSE BIB
GROUND ROD
EMBEDDED IN FOUNDATION
ELECTRICAL RISER
Electrical Load Calculations:
SCALE: NTS
1,390 sgft. @ 3.0 VA/sqft.
= 4170 VA
Garbage Disposal
= 900 VA
Refrigerator
= 1,200 VA
Total Panel Load:
Microwave
= 1,500 VA
A/C #1 @ 10.0 kw
= 10,000 VA
Dishwasher
= 1,800 VA
1st 10,000 VA @ 100%
= 10,000 VA
Range/Oven
= 6,000 VA
Remaining VA @ 40%
= 11,308 VA
Dryer
= 5,000 VA
Washer
= 1,200 VA
Total:
= 31,308 VA
Water Heater
= 5,000 VA
Pump
= 1,500 VA
31,308 VA =
130.45 amps
A/C #1 @ 10.0 kw
= 10,000 VA
24
240 V
Total Amps required: =
131
Sub -Total:
= 38,270 VA
Summary:
Existing 150 amp service and breaker panel are properly sized for this additional
load.
AC NOTES:
1. Contractor shall verify all duct sizes and consult
Energy Calculations prior to extending A/C system.
2. Flex Duct shall be insulated flexible duct.
ELECTRICAL & AC PLAN
SCALE 1/4" = V-0"
N
N
U.
O
z
w
3
U
o0
O
Z
5
a
3 w
-4-
O
LLI
a
w
U
W
J
Ir W
a.
3
a.
W
N
M
cn
�!
(0
n
O
E
W
CK
ti
U
O"'
rn
J
VL
U
Z0
CL
WItf-
W
"
'v
C
^/
g LL
dN'
a
N <
Z
F_
.^
vO
2
Q
O
N
U
w
F_
z0
Z
213
C-L
C/)
U
U
<
Z
06
0
0
Q
Q
F-
U
rUU
//
Of
LL.
N
ry
U
U
U
LJ
W
w
W
U)
DSD PROJ. 2110
DRWN. DSD
DATE 05 �25 /21
SHEET
2 of 2
� V"A c -0, w
OFFICE USE ONLY:
DATE FILED:
REVISION FEE:
PERMIT # �100 -000
RECEIPT #
PLANNING & DEVELOPMENT SERVICES k UIKIW=
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772) 462-1553 St. Lucie county
Permitting
"t"P"
;APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
N I t'k 01� ct C.JA0V\C4t 0/c, M-cc V�
. mci 9 00 -M, a Vd 'R f- vt I
Cady( 5U-)1"I tO VC-e-f F jCkdt V)eCkV'jd00i('(fV0tAj) Ck(Aj CAOIC
CONTRACTOR INFORMATION:
SATEofFL REG./CERT. #:
13USINES§NAME---�-.
QUALIFIERS NAME: __SLit
ADDRESS: ) on'-7 m, 4
CITY: STATE: } let=
PHONE -(DAYTIME): q'71 -
OWNER/BUILDER INFORMATION:
NAME: -'Samcno
ADDRESS:
CITY: -�A '� 1 r- ko? STATE:
PHONE (DAYTIME: 77, - q -71 -
ARCHITECT/ENGINEER INFORMATION:
NAME: Mk) Davi k5
ADDRESS:-3(-, ---l(ACXCLUrkl (+.
CITY: Mf-%(SGV\ 1 I STATE:
PHONE (DAYTIME): --'773 - -979- 3-:3 so
SLCCC,. 9123109 ell"s
Revised 0613011 REVISION
ST. LUCIE CO
FAX: '77A -
e-OTS 10
-to 1:2 15( 1a "
ZIP: -3z4L
FAX: '77; - I;q5- (o?)
ZIP:
FAX:
CvKai a(A 0 com