HomeMy WebLinkAboutRevisions; Windows ChangeOFFIE USE ONLY:
DATE FILED:
REVISION FEE:
T�
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ADDRESS:
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DESCRIPTION OF PROJECT
PERMIT #
RECEIPT#
PLANNING & DEVELOPMENT SERVICES RECEIVED
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE JUL 2 1 2021
FORT PIERCE, FL 34982.5652
(772) 462-1553 St.
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
C�ic7vJ5 C-. UyV' 2dl Oh 1 WlncxoWS
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. # ST!. LUCIE CO CERT. #:
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE (DAYTIME): FAX:
OWNER/BUILDER INFORMATION:
NAME: ,h�P—K. e
ADDRESS- 0 (S I CA 1 I
CITY: 1' I Q�Cs�_ ST?
PHONE (DAYTIME:
ARCHITECT/ENGINEER INFORMATION:
NAME: In
ADDRE (7kCA l
CITY: ST1
PHONE (DAYTIME): -1-7a 3
SLCCC: 9123109
Revised 06130117
FAX:
�� GOV,
1.3'-0 1/2' 6'-4" 81 1/2" '-4 3/8" 5'-8 3/4" 3'-0" 4'-0, 3'-1 1/4' 6'-9 1/8" 6'-4 12'-5 1/2'
0
_ 0" x 4'-0 x 4" CONIC SLAB W/8' x 8' THK. Q
+34.02, - 7.00 GE W/1- BAR ON EXPOSED SLAB EDGES
0
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\ \ +33.00, -42.60 +35.30, -38.20 VTW a +34.66, -37.60 +33.00, -36.00
HR5510 11'-1 3/8" 4 3/4" 2' 1 • I'' T_8" SH26 5 x 7 R 6 4 3/ CA35.5 X 6010'-0" 4 3/4` HR5510 12'-2 1 2" '\ 4 3 2'-5 1 3 4` I n
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COORDINATE LOCATION W1 1
EXISTING TRUSSrLAYOUT�
G A R A G,e/ 1143%1 3 .f
18°-5 1/4" / - 3'- 3 4" _ p• 3/4"
o / 431/4 KI CHE
I 0 DINING
I / E
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in I In / MW/0 EN
_ZL 211 4 4" TOWF R 37'-1
N CA34 X 49 CA34 X 49
+35.14, -38.05 +35.14, -38.05
- LAST ROOF OVERHANG SHOWN DASHED- - - - - - - - - - - - - 1
I
EXIST. CONC. WALKWAY
3
611
B U I L D I N G A R E A S o
2,044.5 GROSS S.F.
436.6 GARAGE NET S.F.
1,456.2 NET A/C S.F.
DIMENSIONAL CONTROL FLOOR PLAN
SCALE : 1/4' = 1'-0'
/ 8'-5 3/8" 00
I\i
/ WIC O II I O
/ 2668 SHELF & ROD, 1p
/ TYP. 3 SIDES
3068
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+35.30, -38.20 +35.30, -38.20
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3'-4"
5'-3 3/8"
6'-0" 1'
4 5
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GENERAL NOTES
ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES
/ AGENCIES HAVING JURISDICTION.
2. THESE DOCUMENTS ARE NOT TO BE CONSTRUED AS BEING ALL INCLUSIVE. REFER
TO DOCUMENTS PREPARED BY OTHERS FOR CIVIL, STRUCTURAL, ROOF SYSTEM
DESIGN, MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL, LANDSCAPE AND
IRRIGATION FOR THOSE REQUIREMENTS AS CONTAINED SPECIFICALLY IN EACH OF
THE SEPARATE PACKAGES LISTED ABOVE.
3. THE CONTRACTOR IS RESPONSIBLE FOR ALL WORK SHOWN BY THESE DOCUMENTS
AND FOR COORDINATION WITH ANY AND ALL OTHER DOCUMENTS PREPARED BY
OTHERS.
4. ALL RATED PARTITIONS AND/OR ASSEMBLIES SHALL MEET APPROPRIATE U.L.
STANDARDS AND ALL PENETRATIONS THRU RATED CONSTRUCTION SHALL CONFORM
WITH APPLICABLE RATED ASSEMBLY INSTALLATION.
5. ALL WORK REQUIRED TO BE EXECUTED BY SUBCONTRACTORS SHALL BE
PERFORMED BY COMPETENT FIRMS EXPERIENCED IN THE INSTALLATION OF THEIR
SPECIFIC WORK. EACH SUBCONTRACTOR MUST HOLD CURRENT STATE REGISTRATION
OR ST. LUCIE COUNTY/CITY OF FORT PIERCE CERTIFICATE OF COMPETENCY, AS WELL
AS OTHER LICENSES WHICH MAY BE REQUIRED BY THE GOVERNING MUNICIPALITY IN
WHICH THE PROJECT IS LOCATED.
6. BEFORE COMMENCING WORK, EACH CONTRACTOR/SUBCONTRACTOR SHALL VERIFY
MEASUREMENTS, LOCATIONS AND COORDINATE AS REQUIRED BETWEEN ALL RELATED
TRADES.
7. THE CONTRACTOR SHALL SUPPLY AND INSTALL ALL NECESSARY DEVICES AND
EQUIPMENT TO ENSURE SAFE, FULLY OPERATIONAL AND WORKABLE SYSTEMS AND
BUILDING.
8. ANY DISCREPANCIES WITH THE DRAWINGS, DIMENSIONS, CONFLICTS OR OTHERWISE,
SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND VERIFIED PRIOR
TO CONSTRUCTION.
9. TERMITE CONTROL SHALL BE PROVIDED BY APPLICATION OF SOIL TREATMENT
SOLUTION CONSISTING OF CHLORPYRIFOS (DURSBAN TC) 1.0 PERCENT IN WATER
EMULSION BELOW ALL SLABS ON GRADE, INTERIOR AND EXTERIOR FOUNDATION
PERIMETERS TO A DISTANCE OF FIVE FEET BEYOND BUILDING EXTERIOR AND
CARRY A FIVE YEAR GUARANTEE.
10. GYPSUM WALLBOARD SHALL COMPLY WITH ASTM C36 AND SHALL BE 5/8"
THICK. PROVIDE MOISTURE RESISTANT GYPSUM BOARD AT WALLS BEHIND
WET AREAS.
11. SHOP DRAWINGS SIGNED, SEALED AND DATED BY A STATE OF FLORIDA
LICENSED ENGINEER SPECIFYING ALL CONNECTION DETAILS AND WIND FORCES
AND/OR LATERAL FORCES SHALL BE PROVIDED FOR ALL ALUMINUM ENTRANCES
AND STOREFRONTS, EXTERIOR HOLLOW METAL DOORS, EXTERIOR OVERHEAD
DOORS, GUARDRAILS AND HANDRAILS TO DEMONSTRATE COMPLIANCE WITH
ALL APPLICABLE CODES AND AGENCY REQUIREMENTS.
12. FIRE EXTINGUISHERS SHALL HAVE A U.L. LABEL RATING OF 4A-60BC MODEL
#COSMIC 10E AS MANUFACTURED BY J.L. INDUSTRIES OR EQUIVALENT WITH
WALL BRACKET. LOCATION AND MOUNTING SHALL COMPLY WITH ALL CODES.
13. THESE DRAWINGS SHOULD NOT BE SCALED TO OBTAIN DIMENSIONS. REFER TO
DIMENSIONS INDICATED. ANY DIMENSION NOT PROVIDED OR MIS -LABELED SHALL
BE VERIFIED WITH THE ARCHITECT PRIOR TO CONSTRUCTION.
14.ICYNENE FOAM INSULATION TO BE APPLIED TO THE UNDERSIDE OF ALL PLYWOOD
SHEATHING 0 THE EXISTING WOOD TRUSS TOP CHORDS, PER SECTION A/A-4.0.
ICYNENE FOAM INSULATION ALSO TO BE APPLIED TO ATTIC SIDE OF GARAGE
CEILING AND EXTEND PAST PARTITION WALLS ENCLOSING THE GARAGE. PARTITON
WALLS ENCLOSING THE GARAGE TO BE FILLED FULL HEIGHT W/FIBERGLASS BATT
INSULATION, R=13 MIN.
s� • i01 2021
St. Lude -County
Perff
al -a 150
APPLICABLE CODES
A. FLORIDA BUILDING CODE, SIXTH EDITION - EXISTING BUILDING, LEVEL 3 ALTERATION
B. FLORIDA BUILDING CODE, SIXTH EDITION - RESIDENTIAL
1
C. FLORIDA BUILDING CODE, SIXTH EDITION - PLUMBING
D. FLORIDA BUILDING CODE, SIXTH EDITION -MECHANICAL r
E. FLORIDA BUILDING CODE, SIXTH EDITION - FUEL GAS is
F. NATIONAL ELECTRIC QODE (NEC), 2014 WITH ALL AMENDMENTS & REVISIONS
G. 2017 FLORIDA FIRE PREVENTION CODE (FFPC)(NFPA-1, NFPA-101}
d B
Don Bergman
ARCHITECTURE, LLC
P:772-466-5832
C: 772-708-0164
License No. AA 26002432
P.O. Box 13537
4362 Gator Trace Lane
Fort Pierce, Florida
34982
Rigdon
Residence
Garage
Conversion
110151 S. Indian River Dr.
IFort Pierce, FL
�e
'V'1
rn
21
C'onsulian t
Q 2019 Don Bergman
Architecture LLC
This document, Sheet No. A-1 A
has been prepared specifiicslly for this
Project. This document is not
suitable for use on other projects
or in other locations without the
approval and participation of
Don. Bergman Architecture, LLC
AR0013560. Reproduction and/or
reuse is prohibited.
Sheet Title :
Dimensional Control
Floor Plan
S001e: 1/4,=1'-0,
Revisions :
Q3 07.19.21 WINDOW CHANGES
(
Comm.:
Date:
19-004
06.25.19
Drawn:
Checked:
DBA
DUB
S1-:eet TiTo.
`aO� Ap111.0
II
o ff: 00
dIb
04.12.10
ICYNENE FOAM INSULATION, THICKNESS AS
G REQ'D FOR R=30 MIN.
i 5/8" GYPSUM DRYWALL ON TRUSS
BOTT. CHORDS
EXISTING MASONRY BOND BEAM
8" x 8" x 16" CONC BLOCK IN
1/2 RUNNING BOND
TAILORED FOAM CORE —FILL 500 FOAM
INSULATION IN ALL NEW & EXIST. MASONRY
WALLS TO FULL HEIGHT OF WALL.
8" CONC. BLOCK IN 1/2 RUNNING BOND
3/4" CEMENT PLASTER ON 8' CONC BLOCK
MATCH EXIST. PLASTER THICKNESS & TEXTURE
TYPICAL FILLED CELL:
1—#5 DOWEL IN GONG FOOTING & 1—/5 BAR
VERT.IN CONC BLOCK CELL. FILL BLOCK CELL
W/3000 PSI CONC. SEE FOUNDATION PLAN
FOR FILLED CELL LOCATIONS
Alb
04.12.10
5/8' GYPSUM DRYWALL ON 1x" P.T. FURRING STRIPS
0 16" O.C. PROVIDE 1" x 4" P.T. FURRING 0 TOP
& BOTTOM OF ALL WALLS & AROUND ALL OPENINGS.
HOT DIPPED GALV. MASONRY
TIES 0 16' O.C. VERT.
#5 DOWEL W/6" MIN. EMBEDMENT INTO EXIST. CONC
SLAB/FOUNDATION — SET W/HIGH STRENGTH
NON —SHRINK GROUT. SPACING NOT TO EXCEED 32" O.C.
EXISTING CONCRETE SLAB &
MONOLITHIC FOOTING
WOOD TRUSS BEARING
ELEVATION +8 —0
WINDOW HEAD
ELEVATION +6 —8
FINISH FLOOR
ELEVATION +0'-0"
A^_e
Don Bergman
ARCHITECTURE, LLC
P: 772-466-5832
C: 772-708-0164
License No. AA 26002432
P.O. Box 13537
4362 Gator Trace Lane
Fort Pierce , Florida
34982
Rigdon
Residence
Garage
Conversion
10151 S. Indian River Dr,
Fort Pierce, FL
Seal:
LAPg
JUL 2 0 202
Consult
_
02019 Don Bergman
Architecture LLC
This document, Sheet No. A-3.0
has been prepared specifically for this
Project. This document is not
suitable for use on other projects
or in other locations without the
approval and participation of
Don Bergman Architecture, LLC
AR0013560. Reproduction and/or
reuse is prohibited.
Sheet Title:
Wall Section
Product Approval
Scale: 1 4"=V-0'
Revisions :
r
A�07.19.21 WINDOW CHANGES
Comm.:
Date:
19-004
04.11.19
Drawn:
Checked:
DBA
DLB
C"
io
3/4" RAISED STUCCO BAND
ca
w
x
Z
z
WIND ENING
z
o
S
z
3
3/4" RAISED STUCCO BAND',
3" RAISED STUCCO BAND
IL
io
i0
N
\
g
1 1/2
J
#5 DOWEL W/6' MIN. EMBEDMENT INTO EXIST. CONC
BOND BEAM - SET W/HIGH STRENGTH NON -SHRINK
GROUT.
11 Z A -7 _
L NEW WI OPNG C�' DO R I r❑ NEW DO PNG
TYPICAL FILLED CELL: L
1 DOWEL IN CONC FOOTING & 1- 5 R O ENI G I-EIFE :pq _P -I
V IN CONC BLACK CELL FILL BLO�K ELL - _ _ r
1T I I C L
F R R�LEDI CE�LLCLOCATIONS SEE NDATION P � T' �I � 3'`I I
#5 DOWEL W/6" MIN. EMBEDMENT INTO EXIST. CONC REFER TO FLOOR PLAN FOR ADDITIONAL MASONRY
SLAB/FOUNDATION — SET W/HIGH STRENGTH NON —SHRINK FILLED CELLS NOT SHOWN IN THIS ELEVATION
GROUT. SPACING NOT TO EXCEED 32" O.C.
I_ JZ67
.NEW 8' CONC MASONRY IN 1/2 RUNNING BOND
_ — V/HOT DIPPED GALV. MASONRY TIES 0 16' O.C.
CUT BLOCK SHOWN HATCHED— NO MASONRY
TO BE LESS THAN 4' IN WIDTH.
PRECAST CONC. WINDOW SILL,
WINDOW OPENINGS
NEW PGT VINYL FIXED PICTURE WINDOW
#5 DOWEL W/6" MIN. EMBEDMENT INTO NEW PGT VINYL FRENCH DOOR W/ NEW PGT VINYL CASEMENT WINDOW
EXIST. CONC BOND BEAM - SET W/HIGH INSULATED IMPACT GLAZING W/NEW PRECAST CONC SILL
STRENGTH NON -SHRINK GROUT.
-----"----------- ---- ---- -- ---------- TOP OF MASONRY BEAM
ELEVATION +8 -0
WINDOW HEAD-APPROX.
/ \ ELEVATION +6 -8
TYPICAL FILLED GEUL
1- DOWEL IN CONIC F001I G & 1-/5 BAR NEW 3 4 CEMENT PLASTER ON 8' CONIC
IN CONIC 'LOCK CELL. ILL BLOCK CELL
W 300G PSI SEE FO DATKNT PLAN / I \ I I MASONRY WALL WALL SHOWN HATCHED.
LOCATIONS i .- `" "' SEE FRONT ELEVATION ABOVE
EXIST. GARAGE DOOR W//SHUTTERS I I I \ NEW PGT VINYL CASEMENT WINDOW
& SHUTTER BRACKETS 70 REMAIN I W/NEW PRECAST CONIC SILL
+35.14, -3 .0 8 +35.14, -38.05 \
-- ---- -- -- - -- _ - FINISH FLOOR
APPi GRADE #5 DOWEL W/6' MIN. EMBEDMENT INTO DUST. CONIC ��� ELEVATION+O-0'
SLAB/FOUNDATION - SET W/HIGH STRENGTH NON -SHRINK +33.70, -36.7 +35.30, -38,20 +35.30, -38.20 +35.30, -38.20
GROUT. SPACING NOT TO EXCEED 32" Q.C.
8" CONIC FILLED CELL W/1-15 BAR EA.
#5 DOWEL W/6- MIN. EMBEDMENT INTO
SIDE OF EXIST. MASONRY OPENING
EXIST. CONC BOND BEAM — SET W/HIGH
NEW PGT VINYL FRENCH DOOR W/
STRENGTH NON —SHRINK GROUT.
INSULATED IMPACT GLAZING
--------------------
-------------
TOP OF MASONRY BEAM
fdEVA710N +8'-0'
NEW PGT VINYL HORIZONTAL ROLLING WINDOW I
I
I
\
I I
1
I
I 1
I
in
ELEVATION +6 —8
W/NEW PRECAST CONC SILL
1
I
/
NEW PGT VINYL SINGLE —HUNG
WINDOW W/NEW PRECAST I
I
NEW PGT VINYL HORIZONTAL ROLLING WINDOW
W/NEW PRECAST CONIC SILL
CONC SILL
8' CONIC FILLED CELL W/1-#5 BAR EA.
/
SIDE OF EXIST. MASONRY OPENING
8' CONIC FILLED CELL W/1-J5 BAR EA. I
I
/
I I
I
I I I
SAWCUT At REMOVE A PORTION OF THE EXIST.
SIDE OF EXIST. MASONRY OPENING—�
I
I I
\
I
8" CONC. MASONRY WALL AND EXIST. EXTERIOR
FINISH TO THE WIDTH AS SHOWN AND AS REQ'D
I
I
I
1
1 I 1
TO PROVIDE THE ROUGH OPENING FOR THE
I I
I 1 I
I
1
SCHEDULED WINDOW TO BE INSTALLED,
---
--— _ — ----- ----
—--
--
----- — ------------
__
FINISH FLOOR
ELEVATION +0'-0'
+33.00, —36.00
+34.66, —37.60
+34.02, -37.00
+35.30, -38.20
+33.00, -42.60
NEW PRECAST CONC. WINDOW SILL
SAWCUT & REMOVE A PORTION OF THE EXISTING 8' CONCRETE MASONRY WALL
SAWCUT & REMOVE A PORTION OF THE EXISTING 8" CONCRETE MASONRY WALL
AND EXIST. EXTERIOR FINISH TO THE WIDTH AS SHOWN AND AS REQUIRED TO
AND EXIST. EXTERIOR FINISH TO THE WIDTH AS SHOWN AND AS REQUIRED TO
PROVIDE THE ROUGH OPENING FOR THE SCHEDULED WINDOW TO BE INSTALLED.
PROVIDE THE ROUGH OPENING FOR THE SCHEDULED DOOR TO BE INSTALLED.
5 DOWEL W/6' MIN. EMBEDMENT INTO EXIST. CONIC
4'-0' x 4'-0' x 4' OONC SLAB W/8' x 8' Ti
EDGE W/1-5 BAR ON EXPOSED SLAB EDGES
SLAB/FOUNDATION — SET W/HIGH STRENGTH NON —SHRINK
GROUT. SPACING NOT TO EXCEED 32" O.C.
EXTERI ELEVATIONS"
SCALE : 1/4' = 1'-0"
Don Bergman
ARCHITECTURE, LLC
P:772-466-5832
C: 772-708-0164
License No. AA 26002432
P.O. Box 13537
4362 Gator Trace Lane
Fort Pierce, Florida
34982
Rigdon
Residence
Garage
Conversion
10151 S. Indian River Dr.
Fort Pierce, FL
k
Q 2019 Don Bergman
Architecture LLC
This document, Sheet No. A-3.0
has been prepared spmfirally for this
Project. This document is not
suitable for use on other projects
or in other locations without the
approval and participation of
Don Bergman Architecture, LLC
AR0013560. Reproduction and/or II
reuse is prohibited.
Sheet Title
Exterior Elevations
Scale: 1/4'=1'-O'
Revisions :
Q3 07.19.21 WINDOW CHANGES
~i
tl
a
Comm.:
Date:
19-004
04.11.19
Drawn
Drawn :
Checked:
DBA
STUCCO WINDOW SURROUND 1
DETAIL Scale:
dlb
04.12.10
�00
#5 MIN. EMBEDMENT INTO
IST. CONC BOND BEAM -SET W/HIGH
- - - STRENGTH NON -SHRINK GROUT��
NEW PGT VINYL CASEMENT WINDOW
W/LAMINATED , INSULATED IMPACT GLASS
I I
I
8" CONC FILLED CELL W/1-/5 BAR EA.
SIDE OF EXIST. MASONRY OPENING
#5 DOWEL W/6' MIN. EMBEDMENT INTO 3
EXIST. CONC SLAB/FOUNDATION - SET I I
W/HIGH STRENGTH NON -SHRINK GROUT. I I
SPACING NOT TO EXCEED 32"" O C.—� - -
■
PRECAST CONC SILO TYP.
+35.30, -38.20
SAWCUT & REMOVE A PORTION OF THE EXISTING 8" CONCRETE MASONRY WALL
AND EXIST. EXTERIOR FINISH TO THE WIDTH AS SHOWN AND AS REQUIRED TO
PROVIDE THE ROUGH OPENING FOR THE SCHEDULED WINDOW TO BE INSTALLED.
+34.50, -37.45
EXTERIOR ELEVATIONS
SCALE : 1/4" = 1'-0"
NEW 8" CONC MASONRY INFILL
-WALL PROVIDE DOWELS — —
® 16" O.C. VERT.T.
TOP OF MASONRY BEAM
ELEVATION +8 -0
WINDOW HEAD-APPROX.
ELEVATION +6 -8r—
I I
FINISH FLOOR
ELEVATION +0'-0'
+35.30, -47.20
I -i-
I
—314" CEMENT PLASTER ON NEW
8 INFILL MASONRY - MATCH IXI3T.1��
FINISH & TEXTURE I
—NEW PGT VINYL CASEMENT WINDOW I
W/NEW PRECAST CONIC SILL
+35.30, -38.20
NEW PGT VINYL CASEMENT WINDOW
W/NEW PRECAST CONC SILL
TOP OF MASONRY BEAM
ELEVATION +8 -0
WINDOW HEAD -APPROX.
io ELEVATION +6 -8
SAWCUT & REMOVE A PORTION THE EXIST.
8" CONC. MASONRY WALL AND EXIST.
ST. EXTERIOR
FINISH TO THE WIDTH AS SHOWN AND AS REQ'D
TO PROVIDE THE ROUGH OPENING FOR THE
SCHEDULED WINDOW TO BE INSTALLED.
8" CONC FILLED CELL W/1-#5 BAR EA.
SIDE OF EXIST. MASONRY OPENING
FINISH FLOOR
- - APPROX. GRADE ELEVATION +0'-O"
WOOD WINDOW STOOL W/ 3/8"EASED EDGE
WOOD WINDOW STOOL W/ 3/8"EASED EDGE
ALUM. CLAD WOOD CASEMENT WINDOW
ALUM. CLAD WOOD CASEMENT WINDOW
W/LAMINATED IMPACT GLASS
W/LAMINATED IMPACT GLASS 1
CAULK ALL INTERIOR & EXTERI R
CAULK ALL INTERIOR & EXTERIOR
WINDOW PERIMETERS
WINDOW PERIMETERS
5/8" GYPSUM DRYWALL ON 1"x
P.T. FURRING 016" O.C.
- ---
L
PRECAST OR CAST IN -PLACE
PRECAST OR CAST IN -PLACE
- _
CONCRETE SILL
CONCRETE SILL
4
fO
°
5/8" CEMENT P STER L /
W/SMOOTH FINISH. a
t0
�
5/8" CEMENT P STER 3"
,
CEMENT PLASTER CORBEL; 3"
W/SMOOTH FINISH.
TYP. OF 2
CAULK ALL INTERIOR & EXTERIOR
cv --
WINDOW PERIMETERS
F
1 �,
ALUM. CLAD WOOD CASEMENT WINDOW
5/8" GYPSUM DRYWALL ON 1"x _
;o
W/LAMINATED IMPACT GLASS5/8"
P.T. FURRING 016 O.C.
e
M
GYPSUM DR W LL ON
4x/
P.T. FURRING 0100,.C.
WOOD CASEMENT
WINDOW
d�e�
WOOD CASEMENT WINDOW
2
WOOD CASEMENT WINDOWHEAD
DETAIL —
JAMB SIM.
DETAIL
SILL DETAIL @ CORBELS
rSILL
3=IScale:"
3Sc'lea"
Don Bergman
ARCHITECTURE, LLC
P:772-466-5832
C: 772-708-0164
License Na AA 26002432
P.O. Box 13537
4362 Gator Trace Lane
Fort Pierce, Florida
34982
Rigdon
Residence
Garage
Conversion
10151 S. Indian River Dr.
Fort Pierce, FL
Seal: ;
Consultari
Q 2019 Don Bergman
Architecture LLC
This document, Shot No. A-3.1
has been prepared specifically for this
Project. This document is not
suitable for use on other projects
or in other locations without the
approval and participation of
Don Bergman Architecture, LLC
AR0013560. Reproduction and/or
reuse is prohibited.
Sheet Title:
Exterior Elevations
Scale: 1/4"=1'-0'
Revisions :
,! 07.19.21 WINDOW CHANGES
Comm.:
Date:
19-004
04.11.19
Drawn:
Checked:
DBA
DLB
Sheet No.
A-3.1
dlb
04.12.10