HomeMy Public PortalAbout11-0153 Gay_3of3I' ;Pl r: ;
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comply with 'i'Nro intorrtatio l G�iurii rip,
C4sie_Z�bip_ Edition and i \FI ;
fi aenrgie Amendments
Renovations to:
1 1 • atham A venue
Tybee Island, Georgia, 31328
RENOVATIONS
TO:
1319
CHATHAM
AVENUE
TYBEE ISLAND,
GEORGIA
DRAWING SYMBOLS LEGEND:
Drawing number
1--- Drawing title
Room name
Level 03 - 300
Drawing List
Sheet Revision
Number Sheet Name Issue Date Date
General
G000
Structural
5100
Cover Sheet
01/10/11
03/08/2011
01/10/11
View Name
ROOM TAG
1/8" =1' -0"
DRAWING INDICATOR
Architectural
A000 Wall Types, Details, Doors and Windows O1 /10 /11 03/08/2011
A100 Demolition Plans 01/10/11
Ai01 Demolition Plans 01/10/11 03/08/2011
A102 Floor Plans 01/10/11 03/08/2011
A103 Floor Plans 01/10/11 03/08/2011
A600 Interior Elevations & Reference Views O1 /10 /11 03/08/2011
Drawing number
Modifier
COLUMN GRIDS
- 07120.A
Sheet number
PLAN REVIEW DATA:
_.BUILDING SECTION - - -- _.___.___. __ __.. -.+
z- Drawing number
KEYNOTE *
Level 02 - 200
Sheet number
ELEVATION
/- Drawing number
Modifier
2'-
Sheet number
WINDOW TAGS
DETAIL
)
/- Drawing region
Drawing number
r Modifier
DOOR TAGS
1. General
a. Property Address: 1319 Chatham Ave., Tybee Island Georgia, 31328
b. Property Identification Number (PIN): 4- 0011- 09 -010A
c. Gross Square Footage Area:
i. First Floor: 1,551 sq. ft.
ii. Second Floor: 1,928 sq. ft.
iii Third Floor: 1,495 sq. ft.
iv. Total: 4,974 sq. ft.
v. Adjacent Townhouse: +1- 3,479 sq. ft. separated by an existing Dwelling Unit Separation Wall
d. Non- sprinklered
2. Code Requirements
a. Applicable Codes (list is not inclusive):
i. International Residential Code for One - and Two Family Dwellings, (with Georgia Amendments)
ii. International Fire Code, (with Georgia Amendments)
iii. International Plumbing Code, (with Georgia Amendments)
iv. International Fuel Gas Code, (with Georgia Amendments)
v. International Mechanical Code, (with Georgia Amendments)
vi. National Electrical Code, (with Georgia Amendments)
vii.International Energy Conservation Code,(with Georgia Amendments)
b. Occupancy Classification: Residential, Two Family Dwelling - Townhouse
c. Emergency Escape and Rescue Openings
i. Minimum Opening Area (IRC Table R310.1.1)
5 existing bedroom windows comply with requirements of Table R310.1.1,
1 existing bedroom window (Third Floor Southeast corner does not comply)
d. Means of Egress Requirements:
i. Number of exits per floor (IRC Table R311.4.1)
(1) First Floor: Required = 1, Provided =1, (Hinged)
* 3 existing doors total First Floor, only 1 meets Egress Requirements
Sheet number
WALL TAG
CALLOUT
Finish material
Level 01 - 100
101-0°
Ceiling height
C:1Users\TC\Documents\2010.23 revised 11 -3 -7 TC.rvt
CEILING TAG LEVEL TAG
* Keynotes: Conventional notations are replaced by keynote symbols which are
referenced to notations in the legend on each drawing. Materials keying is accompanied
by a two -part symbol:
a.) A prefix number, the same as the 5 -digit specification section number, which
relates to the item being identified. A decimal point is placed after the prefix.
b.) A suffix letter which identifies the specific item and serves to cross - reference the
notation in the legend.
** Revisions to the drawings are numbered on a per -issue basis. The revisions column
of the title block lists revisions by number, date, and general description. Revised areas
are clouded for clarity only and are not intended to define the limits of the revision.
Clouds are deleted from previously issued revisions.
ABBREVIATIONS LEGEND:
SIM
TYP
OPH
NIC
OC
MAX
EJ
CJ
FEC
FEB
CG
WG,
DS
BIBB
MO
FD
PRD
SRD
EWC
OFCI
AFF
OFOI
AFS
UNO
R.O.
M.O.
NTS
Similar
Typical
Opposite Hand
Not In Contract
On Center
Maximum
Expansion joint
Control joint
Fire extinguisher and cabinet
Fire extinguisher and bracket
Corner guard
Wall guard
Downspout
Hose bibb
Masonry opening
Floor drain
Primary roof drain
Secondary roof drain
Electric Water Cooler
Owner Furnished Contractor installed
Above Finished Floor
Owner Furnished Owner Installed
Above Finished Slab
Unless Noted Otherwise
Rough Opening
Masonry Opening
Not To Scale
Fm
#
Revision Description
Date
1 I Owner Requested Changes 03/08/2011
Builder:
Pier
contact:
Phone:
e -mail:
ARCHITECT:
Lott
contact:
phone:
e -mail:
STRUCTURAL
W.
Scales
& Beam
John Moore
(912) 484 -5976
Pier - Beam @comeast.net
+ Barber, Inc.
Alejandro Silva, Assoc.AIA, NAPP
(912) 234 -5230
Asilva@LottBarber.com
ENGINEER:
Hunter Saussy III, P.C.
COPYRIGHT AND REPRODUCTION NOTICE
This drawing is the property of Lott Barber, Inc. and may not
be reproduced or copied in whole or in part without written
permission. It is not to be used on any other project and must
be returned upon request.
shown are valid in the original drawings and change in
proportion to the difference in size between the print and the
original drawings. Do not scale drawings. Use dimensions
given or consult the Architect for fin-ther clarification.
!t,
yi
rt:
JOB #: 2010.23
DALE: 01/10/11
/AS
SS
DRAWN BY: 1'EC
CHECKED BY:
Cover Sheet
1
2 1 3
4
5
6
7
8
9
10
11
12
13 1 14
15
16
17
3/8/2011 1:52:21 PM
EXIST 4$10
INS'TALL NEW EiAM
/ TIGHT TO Borrom 'OF
posniNiq MOOR JOISTS
EXIST 2X10 FLOOR jOISTS
P.T. SOLID 6X10 SOUTHERN
PINE NO 'I GRADE
rg3/6"06"
LONG GALV. STEEL BENT
PLATE
411._-,1"0 •A307
ALV. THRU BOLTS
EXIST. TIMBER PILE
EXIST 2X
P;i. SOUP '6X10 SOUTHERN'
PINE. .NO. T :GRADE
LL'. PLATE
TIGHT 'TO BOIT .OF
EXISTING ittib BP4.I.44
RENOVATIONS
TO:
1319
CHATHAM
AVENUE
Me* •307 .GALV. THRU.
BOLTS AT 16" 'U.
AT MID-DEPTH CONNECTING
NEW to pOSTING BEAM
TYBEE ISLAND, GEORGIA
ALL CONSTRUCTION NOT COMPLY wITH ME
seTTL,19,A9LAND THE Hie oie ANLI Two
FAPAILY OWELLINCR
AND STATE '4F UORMA APHINDMENTS
SIDE VIEW
tt-1"0 A307
V. 'THRU BOLTS
.EXIST. 'TIMBER PILE'
CAREFULLY NoTtti PILE
14.** • TO INSTALL I3ENT
PLATE TIGHT TO FLAT
FACE OF PILE
rx3/Erxi6 x
LONG CAM MEL BENT
PLATE
Vtr_BDIELEILS:nifESIER--
PLATE WELDED TO BENT PLATE
I FIELD DETERMIRE_
SECTION
TYPICAL .SECTION AT EXISTING PILE SI.J.PPOIRT:
TYPICAL (5) LOC ATIONS
12,21-2010
Revision Description
Structural Details - A
1/2"
.z,Lcoms
EXIST 6X6 DECK POST
(FIELD DETERMINE LOCATIONS) STEEL STRAP 'TIE Lr'N
3ic1/•1r GALY.
'STEEL STRAP 11E
•EXIST 2X10
FLOOR JO STS
(r2X10 BUILT UP
BEkii DENTERED
BELOW EACH DECK
'POST
FRONT
tro x:
V, Up 'SCREWS
NML EXISTING: 2X
RD. „' ' 1i PLY OF
BUILT UP MEMBER WITH
(4)-16D COMMON' .GALV.
NAILS.
EXIST .2X BAND]
BOARD
Tj)X1'0 BUILT
UP . CE RED
BELOW EACH DECK
POST •
SECTION
EXIST -4X10
TYPICAL SECTION AT EXISTING. DECK 'POST SUPPORT
TYPICAL .(6) LOCATIONS
12-21-2010
Structural Details - D
Structural Details - B
;M
STAGGERED SOLID BLOCKING
isomixa TO JOISTS
AT 1DP EE EACH
EXISTING FLOOR JasT ADD
P.T. 2X10 STAGGERED SOLID
BLOCKING NAILED TO JOISTS
WITh (3)-10D COMMON
GALV. NAILS EACH END
EXIST 2X10 FLOOR JOISTS
SHOWN FOR CLARITY
INSTALL NE CO T ANGLE.
TIGHT TO Egyrro OF
EXISTING FLOOR %JOISTS
EXIST. PILE SUPPO
•YP. ..PLACE$
HILT! GALV. 5/8"0 (WIK
BOLT 3 AT 0.C. MAX.)
INSTALLED WITh 4' EMBEDMENT
INTO CONCRETE. INSTALL IN:
ACCORDANCE WITH MANUFACTURER'S
WRITTEN iNs.Qci:ot4 S
FIELD
DETE- E
\t SELF—SUPPORTING
OCk
NEW DOC PILE. SUP (ASSUMED
XIMU —0 FROM EXISTING DECK-
CONTRACT R VERIFY)
6X1:0 EXTENDS
TO OUTSIDE FACE
OF DECK: EACH SIDE
FIELD.
OMR
FIELD FIELD
E DETER INE R INE
V)
8
3
4
12 21-
STRUCTURAL GENERAL NOTES:
. BOLT HOLES SHALL BE CAREFULLY CENTER ED AND DRILLED NOT MORE THAN 1 'IV'
LARGER THAN THE BOLT DIAMETER BOLTED 'CON N.ECTIO NS 'SHALL. BE SNUGGED TIGHT
BUT NOT TO THE EXTENT Of CRUSHING WOOD UN DER' WASHERS.
2.. PREFABRICATED :METAL. 0.01$T HAN:GERS, H.URRCANE CLIPS, 'HOLD-DOWN ANCHORS,
AND.. OTHER .ACCES.SORIES, SHALL BE AS MANUFACTURED. BY SIMPSON STRONG-TIE
COMPANY :OR APPROVED EQUAL. *INSTALL ALL :ACCESSORIES PER THE
MANUFACTURERS REQUIREMENTS. UNLESS. OTHERWISE .NOTED, ALL. CONNECTORS ',SHALL
BF HOT- DIPPED GALVANIZED (COATING 'GO).
3. ALL PLATES , ANCHORS, --NAILS BOLTS, NUTS, 'WASHERS.; AND OTHER
MISC ELLANEOUS 'FRAMING AND CONNECTION HARDWAR.E" SHALL BE 1HOT -DIPPED
GALVAN Z ED.
4. ALL BOLTS. SHALL :BE GALVANIZED AND SHALL. CONFORM TO ASTM: A307 UNLESS NOTED.
OTHERWISE,
CONTRACTOR HELD DETERMINE. ALL REQUIRED -DIMENSIDN.S PRIOR TO FABRICATION
COPYRIGHT AND REPRODUCTION NOTICE
This drawing is the property of Lott Barber, Inc. and may not
be reproduced or copied in whole or in part without written
permission. It is not to be used on any other project and must
be returned upon request.
Scales shown are valid in the original drawings and change in
proportion to the difference in size between The print and the
original dmwings. Do not scale drawings. Use dimensions
given or consult the Architeet for further clarification.
JOB. #:
DATE:
DRAWN BY:
CHECKED BY:
2010.23
01/10/11
TB
113
Structural
Structural Details C
First Floor Deck Framing
12" = l'-0"
‘9,t. str
P.PrOrm '
•
,
r:koS,Y.1,4er
is:1, 0.4
2
3
4
5
7
8
9
10
11
12
13 14
15 1 16
17 I 1/19/2011 1:47:31 PM
C:\Users\TClDocuments\2010.23 revised 11 -3 -7 TC.rvt
Existing floor/roof
framing
Acoustical sealant,
both sides
(2) 2x4 top plate
2x4 @ 48" o.c. vertically
5/8"gypsutn wallboard,
both sides
2x4 toe plate
Acoustical sealant,
both sides
Existing floor framing
Wall Type 'A':
Non-rated, 2x4 wood framing @ 16" o.c. with 5/8" gypsum wallboard each side.
)
1.5" thick solid surface top
with 1/16" eased edges
2x6 wall framing
1/2" cement backerboard
1/4" travertine stone tile,
each side
Existing floor framing
Wall Type 'C':
Non-rated, 48" high, 2x6 wood framing @ 16" o.c. with 1/2" cement backerboard and 1/4"
travertine stone tile each side.
1.5" thick solid, surface top with 1/16"
eased edges
Nobleseal TS wraps over top of wall
and extends down opposite side 4" min
2x6 wall framing
1/2" cement backerboard,
each side.
Toilet/Bathroom
Side
2x10 wood blocking
Travertine stone tile
Existing floor framing
3/8"
3/8" tempered glass, align with tile below
Glass frame, finish to
be selected by architect
Shower Side
I """"1111111 ri.7.'..■. '1=1,3,...4.2747,7r.:::.tf
-..,... ________ l' 2,1.11..1111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIII
err
Nobleseal TS overlaps
shower pan liner
Thinset travertine stone tile
1/2" cement backerboard
Noble Chloraloy shower pan
liner. Provide up turn at
shower perimeter per
manufacturers' written
installation instructions.
Pro-slope preformed
composite board, or
approved equal
Wall T 'D':
Non-rated, 48" high, 2x6 wood framing @ 16" o.c. with 1/2" cement backerboard and 1/4"
travertine stone tile each side.
Wall Type 'A'
Wall Type 'B' - NOT USED
1 1/2" =
0
Al
Railing Section
1 1/2" = l'-0"
A103
L9
1 1/2" = 1'-0"
Wall Type 'C'
( L13
1 1/2" = 1'-0"
Wall Type 'D'
Door General Notes:
1. Entrance door to be touched up only.
2. All exterior sliding doors to be cleaned/repaired to original specifications of operation.
3. All interior doors paneled and/or hollow-core need to be replaced with MASONITE wood unfinished flush slab door (or equal).
Solid-core wood slab
1-3/4 in. thick panel
Door slabs must be sealed on all 6 sides
Unfinished wood to be painted - refer to finish schedule
Reversible handing
4. All door frames to match typical
103A
Door Schedule
Door Mark
Door Width
Door Height
Door Material
Door Finish - *** SEMI-GLOSS, Extra White
SW7006, Cashmere® Interior Acrylic Latex
Frame Type - ** Match Typical
Hardware - * Dexter
by Schlage
Comments
103A
3' - on
8' 2 1/2"
Solid Core
Existing - Touch-up
Existing - Touch-up
Dexter by Schlage +
Keyless Entry
Keyless entry also needed at gate before front door
103B
2' - 8"
6' - 8"
Solid Core
***
**
*
Second Floor
103C
2' - 10"
6 - 8"
Solid Core
***
**
*
Existing to remain
104A
4' - 10 1/2"
6' - 8"
Solid Core
Repair - match existing
**
Repair - match
existing
203C
104B
2' 8"
6' - 8"
Solid Core
***
**
*
Second Floor
105A
T - 8"
6' - 8"
Solid Core
**
Second Floor
209A
Existing to remain
106A
3' - 0"
7' 0"
Solid Core
***
**
*
301A
106B
9' - 10"
6' - 6"
Solid Core
Repair - match existing
Repair - match existing
Remote Control +
Keyless
Third Floor
107A
3' - 0"
7' - 0"
Solid Core
Repair - match existing
Repair - match existing
Dexter by Schlage
Existing to remain
107B
9' - 10"
6' - 6"
Solid Core
Repair - match existing
Repair - match existing
Remote Control +
Keyless
307A
200A
6' - 0"
6' - 8"
Solid Core
Repair - match existing
Repair - match existing
Repair - match
existing
Third Floor
204A
- 6"
6' - 8"
Solid Core
***
**
*
204B
10"
6' - 8"
Solid Core
***
205A
2' - 6"
6' - 8"
Solid Core
***
*
207A
2' - 8"
6' - 8"
Solid Core
***
**
208A
2' - 8"
6' 8"
Solid Core
***
**
208B
5' - 0"
6' - 8'
Solid Core
***
**
*
208C
1' - 4"
6' - 8"
Solid Core
***
**
209A
2' - 8"
6' - 8"
Solid Core
***
**
209B
5' - 0"
6' - 8"
Solid Core
***
**
209C
2' 8'
6' 8"
Solid Core
***
*
210A
2 0"
6' - 8"
Solid Core
***
**
*
210B
2' - 0"
6' - 8"
Solid Core
***
**
*
211A
2' - 8"
6 - 8"
Solid Core
***
**
*
211B
5' - 0"
6' - 8"
Solid Core
***
**
*
211C
2' - 8"
6' - 8"
Solid Core
***
**
*
301A
5' - 8,,
6' - 8"
Solid Core
Repair - match existing
Repair - match existing
301B
5' - 0"
6' - 8"
Solid Core
**
**
*
301C
2' - 6"
6' - 8"
Solid Core
***
*
303A
2' - 4"
6' - 8"
Solid Core
***
**
*
303B
2' - 6"
6' - 8"
Solid Core
***
**
*
306A
2' - 6"
6' - 8"
Solid Core
*
**
*
306B
1' - 6"
6' - 8"
Solid Core
***
**
*
307A
2 - 6"
6' - 8"
Solid Core
*
**
308A
2' - 6"
6' - 8"
Solid Core
***
**
*
308B
2' 0"
6' 8"
Solid Core
***
**
308C
5 - 0"
6' - 8"
Solid Core
***
**
309A
2' - 6"
6' - 8"
Solid Core
***
**
310A
2' - 6"
6' - 8"
Solid Core
***
**
310B
5 - 0"
6' - 8"
Solid Core
***
**
*
315A
- 6"
6' - 8"
Solid Core
***
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1
2
3
4
5
6
7 I 8
Window General Notes:
1. All missing hardware to be replaced.
2. Replace existing insulated glass units where gaskets have failed, with
prefabricated insulated glass units matching adjacent glass.
3. Remove all existing window treatment.
Window Schedule
Level
Mark
Comments
First Floor
34
Existing to remain
First Floor
104A
Existing to remain
First Floor
105A
Existing to remain
Second Floor
200A
Existing to remain
Second Floor
200B
Existing to remain
Second Floor
200C
Existing to remain
Second Floor
202A
Existing to remain
Second Floor
202B
Existing to remain
Second Floor
203A
Existing to remain
Second Floor
203B
Existing to remain
Second Floor
203C
Existing to remain
Second Floor
203D
Existing to remain
Second Floor
204A
Existing to remain
Second Floor
205A
Existing to remain
Second Floor
208A
Existing to remain
Second Floor
209A
Existing to remain
Second Floor
210A
Existing to remain
Second Floor
211A
Existing to remain
Third Floor
301A
Existing to remain
Third Floor
301B
Existing to remain
Third Floor
301C
Existing to remain
Third Floor
303A
Existing to remain
Third Floor
304A
Existing to remain
Third Floor
304B
Existing to remain
Third Floor
305A
Existing to remain
Third Floor
305B
Existing to remain
Third Floor
307A
Existing to remain
Third Floor
308A
Existing to remain
Third Floor
308B
Existing to remain
Third Floor
310A
Existing to remain
Third Floor
310B
Existing to remain
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R
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RENOVATIONS
TO:
1319
•CHATHAM
,AXENUE
TYBEE ISLAND, GEORGIA
P.
14' 'i&te4
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Revision Description
Date
1
Owner Requested Changes
03/08/2011
COPYRIGHT AND REPRODUCTION NOTICE
This drawing is the property of Lott Barber, Inc. and may not
be reproduced or copied in whole or in part without written
permission. It is not to be used on any other project and must
be returned upon request.
Scales shown are valid in the original drawings and change in
proportion to the difference in size between the print and the
original draw. Do not scale drawings. Use dimensions
given or consult the Architect for father clarification.
4
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t.
,
P
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JOB #: 2010.23
DA1E: 01/10/11
SS
DRAWN BY 1 EC/AS
CHECKED BY:
Wall Types, Details,
Doors and Windows
-
3/8/2011 1:51:24 PM
E
(.)
Architecture
C: \Users \TC\Documents\2010.23
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Expose structure for review by Structural Engineer - see F12/S100
- Notify Architect once structure has been exposed. r
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NORTH
( Al ) Second Floor - Demolition Plan
1/4" = 11-0"
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1319
CHATHAM
AVENUE
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Revision Description
Date
COPYRIGHT AND REPRODUC !ION NOTICE
This &awing is the property of Lott Barber, Inc. and may not
be reproduced or copied in whole or in part without written
permission. It is not to be used on any other project and must
be returned upon request.
Scales shown are valid in the original drawings and change in
proportion to the difference in size between the print and the
original drawin&s. Do not scale drawings. Use dimensions
given or consult the Architect for further clarification.
JOB #: 2010.23
DA1E: 01/10/11
DRAWN BY: lEC/AS
CHECKED BY: SS
Demolition Plans
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GENERAL DEMOLITION NOTES:
• Patch, repair and match all existing construction to remain that is damaged during demolition.
• Remove all finishes from floors, walls and ceilings as required to provide specified surface. preparation for surfaces scheduled
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Revision Description
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COPYRIGHT AND REPRODUC !ION NOTICE
This &awing is the property of Lott Barber, Inc. and may not
be reproduced or copied in whole or in part without written
permission. It is not to be used on any other project and must
be returned upon request.
Scales shown are valid in the original drawings and change in
proportion to the difference in size between the print and the
original drawin&s. Do not scale drawings. Use dimensions
given or consult the Architect for further clarification.
JOB #: 2010.23
DA1E: 01/10/11
DRAWN BY: lEC/AS
CHECKED BY: SS
Demolition Plans
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Remove and replace sheathing.
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GENERAL DEMOLITION NOTES:
Patch, repair and match all existing construction to remain that is damaged during demolition.
• Remove all finishes from floors, walls and ceilings as required to provide specified surface preparation for surfaces scheduled
for new fmishes.
• The Contractor shall provide and maintain interior and exterior shoring, bracing or structural support to preserve stability and
prevent movement, settlement or colapse of building.
Conduct demolition operations to prevent injury to people and damage to adjacent buildings and facilities to remain.
• Properly dispose of all materials that are to be removed (unless noted otherwise).
• Cap all plumbing in place for reuse in new layout. Plumbing not reused shall be capped in walls and walls shall be patched
for new finishes.
• Remove and dispose of interior stud partitions where indicated, including studs, gypsum wall board, electrical devices and
conduit, plumbing piping and finishes. Provide shoring for load bearing partitions to be removed until permanent structural
members can be installed.
Notify Architect if the information on the Construction Drawings differ from the existing conditions.
DEMOLITION NOTES:
Note 1:
Note 2:
Note 3:
Remove and dispose of existing door, frame and all associated hardware.
Remove and dispose of existing wall construction including all electrical, mechanical and plumbing hidden within.
Remove existing floor finish within space. Prepare substate to receive new specified floor finishes.
Note 4: Remove and dispose of existing plumbing fixtures. Cap supply and waste lines within walls of below floor that are not
required for new design.
Note 5:
Note 6:
Note 7:
Remove and dispose of existing casework including electrical, mechanical and plumbing hidden within.
Remove and dispose of existing mechanical equipment within space.
Remove portion of wall construction as required for installation of new specified door.
Note 8: Remove and dispose of existing floor, wall, and ceiling tile and associated products, including but not limited to backer
board, grout, mortar, drain pan, and drains.
Note 9: Remove and dispose of existing appliances.
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Revision Description
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COPYRIGHT AND REPRODUC LION NOTICE
This drawing is the property of Loft Barber, Inc. and may not
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be returned upon request.
Scales shown are valid in the original drawings and change in , ..
proportion to the difference in size between the print and the
original drawings. Do not scale drawings. Use dimensions .^4.
given or consult the Architect for further clarification.
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DRAWN BY TEC/AS
CHECKED BY: SS
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CHATHAM
AVENUE
TYBEE ISLAND, GEORGIA
SEAL
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0
NO, 51
PROFESS!
Revision Description
Date
1
Owner Requested Changes
03/08/2011
COPYRIGHT AND REPRODUCTION NOTICE
This drawing is the property of Lott Barber, Inc. and may not
be reproduced or copied in whole or in part without written
permission. It is not to be used on any other project and must
be returned upon request
Scales shown are valid in the original drawings and change in
proportion to the difference in size between the print and the
original drawings. Do not scale drawings. Use dimensions
given or consult the Architect for further clarification.
JOB #: 2010.23
DATE: 01/10/11
DRAWN BY: TEC/AS
CHECKED BY: SS
Floor Plans
3/8/2011 1:51:45 PM
GENERAL CONSTRUCTION NOTES;
1. All new walls are to be wall type 'A' unless noted otherwise.
2. All existing and new can lights to be (Halo 6 in. Shallow Insulation Contact Air-Tite Remodel Housing Model # H27RICAT with
WHITE Commercial Electric 6 in. Airtight Baffle Trims) unless noted otherwise.
3. All electrical outlets, cable and swithches to be replaced with WHTIE paddle style (Lutron)
4. All new and replaced trim to match existing typicals
5. All HVAC registers and related trim to be replaced, color to match SW7006 Extra White
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General Notes:
1. All missing hardware to be replaced.
2. All failing windows to be repaired (match existing)
3. Remove all existing window treatment.
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RENOVATIONS
TO:
1319
CHATHAM
AVENUE
TYBEE ISLAND, GEORGIA
SEAL
L)
0
NO, 51
PROFESS!
Revision Description
Date
1
Owner Requested Changes
03/08/2011
COPYRIGHT AND REPRODUCTION NOTICE
This drawing is the property of Lott Barber, Inc. and may not
be reproduced or copied in whole or in part without written
permission. It is not to be used on any other project and must
be returned upon request
Scales shown are valid in the original drawings and change in
proportion to the difference in size between the print and the
original drawings. Do not scale drawings. Use dimensions
given or consult the Architect for further clarification.
JOB #: 2010.23
DATE: 01/10/11
DRAWN BY: TEC/AS
CHECKED BY: SS
Floor Plans
3/8/2011 1:51:45 PM
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