HomeMy WebLinkAbout04120111 Building PlansIPF
1/2" ebar
at Co er.
Flush with Gr de
W
z
I
E
Scale I" = 40'
0 20 40 80
Common Area &
50' Utility & Drainage
Easement per Plot
Za N
LAND DESCRiPI'ION (per Ittstr wrient 92-17105)
Lot 57 in I aurelwood, an addition in Hamilton County, Indiana. the plat of vvfuch is recorded as
Instrument No. 89-11586, in Plat Cabinet 1, Slide 28, in the Office of the Recorder of Hamilton
County, Indiana.
'together v6di a non-exclusive easement for ingress mid egress upon, over and across the private
street known as "T aurclwoo(T, and the several parts thereof, as shown on the recorded plat of said
addition, and as provided for in the Declaration of Covenants and Restrictions of Laurelwood,
recorded as instrument No. 99-11595. in the 011ice of the Recorder of iIamilton County, Indiana.
GENERAL, NOTES:
O
1. Ti IIS S1 JRVEY WAS PERFORMED VvgTl IOUT Ti iL; BENEFIT OF A CURRENT 1,AND
Q CO
U
E
TITLE INSURANCE COMMII'MENT, WI HCI 1 MAY I ]AVE DISCLOSED INFORMATION
U �D
rq O
-C
C
Ln
zI
O
-0z00
„ Diameter
•IPS -5/8
}
0W
O
z
Capped Rebar Stamped
classified as S L
The "Purpose intent" the S 1 iResidence District reads as 161lovvs:
U
_
O
(n W
Y
-The purpose of this district is to provide for• the development of innovative residential
W
z
I
E
Scale I" = 40'
0 20 40 80
Common Area &
50' Utility & Drainage
Easement per Plot
Za N
LAND DESCRiPI'ION (per Ittstr wrient 92-17105)
Lot 57 in I aurelwood, an addition in Hamilton County, Indiana. the plat of vvfuch is recorded as
Instrument No. 89-11586, in Plat Cabinet 1, Slide 28, in the Office of the Recorder of Hamilton
County, Indiana.
'together v6di a non-exclusive easement for ingress mid egress upon, over and across the private
street known as "T aurclwoo(T, and the several parts thereof, as shown on the recorded plat of said
addition, and as provided for in the Declaration of Covenants and Restrictions of Laurelwood,
recorded as instrument No. 99-11595. in the 011ice of the Recorder of iIamilton County, Indiana.
GENERAL, NOTES:
IPF
Lot #58 5/8" -Dia. Rebar
DESADIER 1.3' above grade=
Bennet B. and Cynthia B.
Instr. No. 99-604301 �p
-- iPs VJ G�0
20' Drainage Easement "WEIHE"
as scaled per Plat
` e oac o s me r e t } 1-- t}
w
-' /3�,2 1l�• � � ,�,\, � `� 49.8 feet. ..�
S 80 CP. . �\ \
3. The described ural estate DOES NOT lie within a Sl- Flood Hazard Zone A as plotted by
�S\, ` \ scale on the Feder a] hntergency Management Agency, National 11ood Insurance Program
/O� F11ZM (Hood htsurance Rate Map) Conwtunity Number 180081 (Map Number
/ 180570021 GP) for
Hamilton County, hmdiana dated February 13, 2003. This statement is based
upon the review of the applicable FIRM nap and shall not be cousin red as a confirmttion or
denial of flooding t)ttential for the sur ev premises. Attention is called to the fact that there are
10' Drainage Easementa s
substantial uncertainties associated with said map and with irmfomrahon taken therefrom.
per Plat ` `s �C Attention is also called to the lact that the FiRM maps are periodically revised and stay be
stiMrseded by subsequent revisions.
\ 4 \ ` \ \ \ \ /j \ ` 4. For flus survey, underground utilities serving the subject tract were NOT located or narked. To
\ have said utili tics located and marked, the Indiana iJndcrground Plant Protection Service sh(!uld
` \ \ be contacted at 1-800-382-5544 to schedule an on-site meeting with a utility representative.
5. Pcr the Regulated Drain Map for Ilamilton County, Indiana, dated January 2004, NO legal
Jo \ O
v 9 9 (regulated) drains directly affect the sun eyed realestate.
�vvv Footprint f \ \ �� 6. Possession lines referenced at ntonumented comers only. Possession lines may vary between
S. said corners.
�\ L O t Area 7. 1'cr the U.S. 1)c > rrinx nt of the Interior - Fish and Wildlife Service - National Wetlands
1.470 AC, p }
v� ` �� ��� \ lnvcntorti Map dated 1989 and titled Cannel, Indiana. the sullject real estate is NOT' located
ww
within a etlands area as plotted by scale on said nap.
•J v ( �
15'
� Utility & Droinoge_� � to state or declare
�
Easement per Plot ` ho '� 8. As used in this survey, certify medeclarea professional opinion of conditions
rqardina those facts or findings which are the subject of the certification and does not
MINIMLfM LOf STANDARDS:
Lot Width: 120 feet.
\ \ Front Yard: 40 feet (see NOPE below).
\ Side YUTd: No less that 10 feet. No less than 30 feet aggregate.
` Rear Yard: No less than 20 feet.
v
� Center Line Minimum Moor Sl><1ce of Stricture: 1000 squaw feet (1 -story); 800 square feet (2 -story).
\ Maximum Floor Space of Structure: 351No of lot area.
> Note:llme above described nuninnunm criteria is per said ordinance only and does not represent
\\ \ :mv variances which have been approved by the Ci ty of Carnx;l and Clay Township Board of
/.oning Appeals. the setback requirements for S1 zoning can be variable, transitional and
subject to legal interpretation; therefore, sctlxrck tires are not depicted upon This plat of survey.
EXISTING CONDITIONS
Lot Area: 1.470 Acres.
9 O�
s \ \ Mirunuun Width of Lot: 219.16 feet (West line of lot).
\ Floor space of structure: 4116 square feet.
5 tl k f t riu ti pm • v linesFast-77 0 Leet• South -54 7 feet• West -91 9 teen North -
v
IPF \
5/8" Rebar
at Corner.
0.2' Below Grade
Lot #54
HOLMAN
Edwin J. and Brenda S.
Instr. No. 03-128025
15' Drainage Easemen
\
per Plat
v
v
v
v _
v --
v
75' Building Setback ` --- �� \v' \ conslitutca\\wTntyorguarantee, either express orimplied.
Drainage Easement Line per Plat ` -
per Plat-� - v �U� � 9. No vvnrranty, either express or implied, is made as to the accuracy or completeness of
- IPF /
to► • - _ - � J Yellow Plastic Cop/ v ��\� � inli,mation provided by governmental authorities and/or third parties, oras to its fitness li,r any
_--' - particular purpose or use, includin but not limited 4o information presented on underpmund
_ n w 340,05 "MSE CORP INDPLS" \ t p g
s 8031'20 Flush with Grade \ utilities, flood hazard zones, floodvvay zones, well, recording irilomnation zoning, and
•_ _- regulated drains. In no event will Weilte F.n,ineers Inc., its employees, agents and or assigns
Lot #55
COHEN,
Carl I. and Snirley F.
Instr. No. 92--19192
w PREPARED FOR:
o �
BLS Construction
WA 1 1090 Laurelwood Drive, Carmel, Indiana
1 \ be liable for any dwmages arising out of the furnishing tutd'or use of such information.
\ \ CERfIFICAI'iON
\This survey was perfomncd under the direction of the undersigned, and to the best of this suncyoes
L O t #56
knovvlcdge and Ixaiel' was executed accordinn
g to survey reluenrenls in 865 IAC 1.12 for the State
v
BROOKS, A of Indiana and the field work w•as completed on December 10, 200-4.
I William, J r. and Holly Hill Dated: December 16, 2004
Instr. No. 95-02770
4
\ Allan 1I. 'Wei lie, Ree. I,. S. Indiana ir10398
Retracement Survey w/Improvements
Lot #57 Laurelwood Subdivision, Clay Township, Hamilton Co., IN
smyEYOR'S izn oR'I'
Client: 131-5 Construction
Job Number: W04-0851
Type: of Survey: Retracenxmt Survey
Class of Survey: Class B Survey (865 IAC 1.12)
Field Work Completed: December 14, 2004
Location of Survey: 1090 Laurefvvood Drive, Cannel, Indiana 46032
Note: I he Theoretica] Uncertainty of the corners of the subject tract, established this survey, is
within the specifications for a Class B Survey (+/-0.25 foot) as defined in 865 IAC L 12.
(Ilneoretical Uncertainty of a measurement is the radius of a circle which circumscribes an area
containing the probable true location of specified Ix)int as determined by the precision of the
instruments and procedures employed in the perfonnance of a survey).
In accordance with Title 965, Article 1, Chapter 12 (Rule 12) of the Indiana Adttrinistrative Code
(IAC), the following observations and opinions are submitted regarding the uncertainty in the
position of the lines and comers established andlor reestablished on this survey as a result of:
1) Availability and condition of reference monuments,
2) Clarity and/or ambiguity of the record description(s) used and/or the adjoiners'
descriptions;
3) Occupation or possession lines; and,
4) Random Errors in Measurements (Theoretical IJncertainty)
Note: There may exist unwritten rights associated with these uncertainties.
AVAIL�0]Lf FY and CONDITION OF REFERENCE NIONliMENIS
The perimeter lines of the surveyed tract were re-established based upon the reference bearings and
distances shown upon the record plat of Laurelwood recorded as Instrument Number 89-11585 mid
found in Plat Cabinet 1, Slide 28 in the Office of the Recorder of Hamilton County, Indiana.
During the course of the fieldwork completed for this survey, Weihe Engineers field personnel
found iron pins in good condition at the Northeast, Northwest, and Southwest record corners of the
surveyed tract as shovv7m on the accompanying plat. A 5./8 -inch diameter reb ar with yellow plastic
cap stamped ")ATIl1E ENGR LS0012" was set (lush at the North comer of the surveyed lot as
indicated on the accompanying plat.'ihe measured distances between said monuments tell within
the theoretical uncertainty ( !-/- 0.25 feet) for this survey.
A rebar stamped "MSE CORP INDPLS" (Mid -States Engineering) was found 1.7 feet South of the
mathenmatical Southeast corner of the surveyed parcel.
It is this surveyors professional opinion that the uncertainty in the lines of the surveyed tract due to
the variance in reference monuments is +/- 0.2 feet
CLARffY and/or A1VI13IGuri'Y OF RECORD DESCRIPTION'S
'fhe record descriptions for the surveyed tract and adjoining real estate parcels were obtained from
the Hamilton County Recorder's Office and mathematically retraced in an effort to disclose possible
gaps and/or overlaps between the lines of the surveyed parcel and those of the adjoiners. There were
no record gaps and/or overlaps disclosed during this mathematical retracernent process.
it is this surveyof s professional opinion that there are no uncertainties in the iines of the surveyed
real estate and those of the adjoiners due to discrepancies in the record descriptions.
OCCUPATION or POSSESSION LINES
At the time: the fieldwork was completed for this survey, there was no visible physical evidence of
the lines surveyed.
As a result of the above observations, it is my opinion that the uncertainties in the locations of the
lines and comers established on this survey are as follows:
Due to Variances in reference monuments: -1!- 0.2 feet
Due to Uncertainties in the record descriptions: None
Due to Inconsistencies in lines of occupation: None
.rt;:tefti.4.••
H:\2004\W040851 \Dwgs\W040851 Survey.dwg
REVISIONS DATE TBY PROJECT NO.:
W04-851 INC.
IDWG NAME. IWEIHE ENGINEERS,
Field Book:
Page:
DRAWN BY:
D. York;J. Foste
CHECKED BY:
DATE:
12/16/04
ALLAN 11 WEIHE
REGISTERED CIVIL ENGINEER
REGISTERED LAND SURVEYOR
PRESIDENT
10505 NORTH COLLEGE AVENUE
INDIANAPOLIS, INDIANA 46280
(317) 846-6611 FAX: (317) 843-0546
TOLL-FREE (800) 452-6408
CIVIL ENGINEERS x LAND SURVEYORS x LAND PLANNERS x LANDSCAPE ARCHITECTS
LEGEND
1. Ti IIS S1 JRVEY WAS PERFORMED VvgTl IOUT Ti iL; BENEFIT OF A CURRENT 1,AND
TITLE INSURANCE COMMII'MENT, WI HCI 1 MAY I ]AVE DISCLOSED INFORMATION
Pin Found
THAT AFFECTS THF, `;URVEYEDTRACI'.
OIPF--Iron
„ Diameter
•IPS -5/8
2. The zoning classification for the surveyed real estate as established by governmental record is
/
/
Capped Rebar Stamped
classified as S L
The "Purpose intent" the S 1 iResidence District reads as 161lovvs:
WEIHE E N G R
mrd of
_S6012
-The purpose of this district is to provide for• the development of innovative residential
Set Flush with Grade
enviromncnts in keeping with (tic rural character of flus district, by providing for a development
2 — S t O ry' Masonry CgC Fra 1 e
process that allows a high degree of flexibility in the design of single-family subdivisions.
for
I 'Further,
it is the purpose of thi s district to provide for a development process that allows
lands
o'
B U l l d l n C� with B a 5 e m e rl
more: cflicicnt use of the land through the introduction of open space and conservation
within subdivisions. It is the intention of this district to protect remaining significant natural
features within this district by placing an emphasis on less intensive land uses."
The minimum criteria for the following items in regards to the subject real estate, based upon
I III
Chapter 5 of the City of Cancel & Clay'1'ovvttslup Zoning Ordinmmce (adopted Auttmm 2003)
0 J
i
includes the lollowtng items:
IPF
Lot #58 5/8" -Dia. Rebar
DESADIER 1.3' above grade=
Bennet B. and Cynthia B.
Instr. No. 99-604301 �p
-- iPs VJ G�0
20' Drainage Easement "WEIHE"
as scaled per Plat
` e oac o s me r e t } 1-- t}
w
-' /3�,2 1l�• � � ,�,\, � `� 49.8 feet. ..�
S 80 CP. . �\ \
3. The described ural estate DOES NOT lie within a Sl- Flood Hazard Zone A as plotted by
�S\, ` \ scale on the Feder a] hntergency Management Agency, National 11ood Insurance Program
/O� F11ZM (Hood htsurance Rate Map) Conwtunity Number 180081 (Map Number
/ 180570021 GP) for
Hamilton County, hmdiana dated February 13, 2003. This statement is based
upon the review of the applicable FIRM nap and shall not be cousin red as a confirmttion or
denial of flooding t)ttential for the sur ev premises. Attention is called to the fact that there are
10' Drainage Easementa s
substantial uncertainties associated with said map and with irmfomrahon taken therefrom.
per Plat ` `s �C Attention is also called to the lact that the FiRM maps are periodically revised and stay be
stiMrseded by subsequent revisions.
\ 4 \ ` \ \ \ \ /j \ ` 4. For flus survey, underground utilities serving the subject tract were NOT located or narked. To
\ have said utili tics located and marked, the Indiana iJndcrground Plant Protection Service sh(!uld
` \ \ be contacted at 1-800-382-5544 to schedule an on-site meeting with a utility representative.
5. Pcr the Regulated Drain Map for Ilamilton County, Indiana, dated January 2004, NO legal
Jo \ O
v 9 9 (regulated) drains directly affect the sun eyed realestate.
�vvv Footprint f \ \ �� 6. Possession lines referenced at ntonumented comers only. Possession lines may vary between
S. said corners.
�\ L O t Area 7. 1'cr the U.S. 1)c > rrinx nt of the Interior - Fish and Wildlife Service - National Wetlands
1.470 AC, p }
v� ` �� ��� \ lnvcntorti Map dated 1989 and titled Cannel, Indiana. the sullject real estate is NOT' located
ww
within a etlands area as plotted by scale on said nap.
•J v ( �
15'
� Utility & Droinoge_� � to state or declare
�
Easement per Plot ` ho '� 8. As used in this survey, certify medeclarea professional opinion of conditions
rqardina those facts or findings which are the subject of the certification and does not
MINIMLfM LOf STANDARDS:
Lot Width: 120 feet.
\ \ Front Yard: 40 feet (see NOPE below).
\ Side YUTd: No less that 10 feet. No less than 30 feet aggregate.
` Rear Yard: No less than 20 feet.
v
� Center Line Minimum Moor Sl><1ce of Stricture: 1000 squaw feet (1 -story); 800 square feet (2 -story).
\ Maximum Floor Space of Structure: 351No of lot area.
> Note:llme above described nuninnunm criteria is per said ordinance only and does not represent
\\ \ :mv variances which have been approved by the Ci ty of Carnx;l and Clay Township Board of
/.oning Appeals. the setback requirements for S1 zoning can be variable, transitional and
subject to legal interpretation; therefore, sctlxrck tires are not depicted upon This plat of survey.
EXISTING CONDITIONS
Lot Area: 1.470 Acres.
9 O�
s \ \ Mirunuun Width of Lot: 219.16 feet (West line of lot).
\ Floor space of structure: 4116 square feet.
5 tl k f t riu ti pm • v linesFast-77 0 Leet• South -54 7 feet• West -91 9 teen North -
v
IPF \
5/8" Rebar
at Corner.
0.2' Below Grade
Lot #54
HOLMAN
Edwin J. and Brenda S.
Instr. No. 03-128025
15' Drainage Easemen
\
per Plat
v
v
v
v _
v --
v
75' Building Setback ` --- �� \v' \ conslitutca\\wTntyorguarantee, either express orimplied.
Drainage Easement Line per Plat ` -
per Plat-� - v �U� � 9. No vvnrranty, either express or implied, is made as to the accuracy or completeness of
- IPF /
to► • - _ - � J Yellow Plastic Cop/ v ��\� � inli,mation provided by governmental authorities and/or third parties, oras to its fitness li,r any
_--' - particular purpose or use, includin but not limited 4o information presented on underpmund
_ n w 340,05 "MSE CORP INDPLS" \ t p g
s 8031'20 Flush with Grade \ utilities, flood hazard zones, floodvvay zones, well, recording irilomnation zoning, and
•_ _- regulated drains. In no event will Weilte F.n,ineers Inc., its employees, agents and or assigns
Lot #55
COHEN,
Carl I. and Snirley F.
Instr. No. 92--19192
w PREPARED FOR:
o �
BLS Construction
WA 1 1090 Laurelwood Drive, Carmel, Indiana
1 \ be liable for any dwmages arising out of the furnishing tutd'or use of such information.
\ \ CERfIFICAI'iON
\This survey was perfomncd under the direction of the undersigned, and to the best of this suncyoes
L O t #56
knovvlcdge and Ixaiel' was executed accordinn
g to survey reluenrenls in 865 IAC 1.12 for the State
v
BROOKS, A of Indiana and the field work w•as completed on December 10, 200-4.
I William, J r. and Holly Hill Dated: December 16, 2004
Instr. No. 95-02770
4
\ Allan 1I. 'Wei lie, Ree. I,. S. Indiana ir10398
Retracement Survey w/Improvements
Lot #57 Laurelwood Subdivision, Clay Township, Hamilton Co., IN
smyEYOR'S izn oR'I'
Client: 131-5 Construction
Job Number: W04-0851
Type: of Survey: Retracenxmt Survey
Class of Survey: Class B Survey (865 IAC 1.12)
Field Work Completed: December 14, 2004
Location of Survey: 1090 Laurefvvood Drive, Cannel, Indiana 46032
Note: I he Theoretica] Uncertainty of the corners of the subject tract, established this survey, is
within the specifications for a Class B Survey (+/-0.25 foot) as defined in 865 IAC L 12.
(Ilneoretical Uncertainty of a measurement is the radius of a circle which circumscribes an area
containing the probable true location of specified Ix)int as determined by the precision of the
instruments and procedures employed in the perfonnance of a survey).
In accordance with Title 965, Article 1, Chapter 12 (Rule 12) of the Indiana Adttrinistrative Code
(IAC), the following observations and opinions are submitted regarding the uncertainty in the
position of the lines and comers established andlor reestablished on this survey as a result of:
1) Availability and condition of reference monuments,
2) Clarity and/or ambiguity of the record description(s) used and/or the adjoiners'
descriptions;
3) Occupation or possession lines; and,
4) Random Errors in Measurements (Theoretical IJncertainty)
Note: There may exist unwritten rights associated with these uncertainties.
AVAIL�0]Lf FY and CONDITION OF REFERENCE NIONliMENIS
The perimeter lines of the surveyed tract were re-established based upon the reference bearings and
distances shown upon the record plat of Laurelwood recorded as Instrument Number 89-11585 mid
found in Plat Cabinet 1, Slide 28 in the Office of the Recorder of Hamilton County, Indiana.
During the course of the fieldwork completed for this survey, Weihe Engineers field personnel
found iron pins in good condition at the Northeast, Northwest, and Southwest record corners of the
surveyed tract as shovv7m on the accompanying plat. A 5./8 -inch diameter reb ar with yellow plastic
cap stamped ")ATIl1E ENGR LS0012" was set (lush at the North comer of the surveyed lot as
indicated on the accompanying plat.'ihe measured distances between said monuments tell within
the theoretical uncertainty ( !-/- 0.25 feet) for this survey.
A rebar stamped "MSE CORP INDPLS" (Mid -States Engineering) was found 1.7 feet South of the
mathenmatical Southeast corner of the surveyed parcel.
It is this surveyors professional opinion that the uncertainty in the lines of the surveyed tract due to
the variance in reference monuments is +/- 0.2 feet
CLARffY and/or A1VI13IGuri'Y OF RECORD DESCRIPTION'S
'fhe record descriptions for the surveyed tract and adjoining real estate parcels were obtained from
the Hamilton County Recorder's Office and mathematically retraced in an effort to disclose possible
gaps and/or overlaps between the lines of the surveyed parcel and those of the adjoiners. There were
no record gaps and/or overlaps disclosed during this mathematical retracernent process.
it is this surveyof s professional opinion that there are no uncertainties in the iines of the surveyed
real estate and those of the adjoiners due to discrepancies in the record descriptions.
OCCUPATION or POSSESSION LINES
At the time: the fieldwork was completed for this survey, there was no visible physical evidence of
the lines surveyed.
As a result of the above observations, it is my opinion that the uncertainties in the locations of the
lines and comers established on this survey are as follows:
Due to Variances in reference monuments: -1!- 0.2 feet
Due to Uncertainties in the record descriptions: None
Due to Inconsistencies in lines of occupation: None
.rt;:tefti.4.••
H:\2004\W040851 \Dwgs\W040851 Survey.dwg
REVISIONS DATE TBY PROJECT NO.:
W04-851 INC.
IDWG NAME. IWEIHE ENGINEERS,
Field Book:
Page:
DRAWN BY:
D. York;J. Foste
CHECKED BY:
DATE:
12/16/04
ALLAN 11 WEIHE
REGISTERED CIVIL ENGINEER
REGISTERED LAND SURVEYOR
PRESIDENT
10505 NORTH COLLEGE AVENUE
INDIANAPOLIS, INDIANA 46280
(317) 846-6611 FAX: (317) 843-0546
TOLL-FREE (800) 452-6408
CIVIL ENGINEERS x LAND SURVEYORS x LAND PLANNERS x LANDSCAPE ARCHITECTS
w
z
�iJ
rAl
Scale 1" = 40'
0 20 40 80
I
LAND DESCIUI''I'ION (per Ltstrwnent 92-17105)
Lot 57 in I rurciwood, an addition in Hamilton County, Indiana. the plat of which is recorded as
Instrument No. 89-11586, in Plat Cabinet 1, Slide 28, in the Office of the Recorder of Hamilton
County, Indiana.
'fogetlier witli a non-exclusive easement for ingress and egress upon. aver and across the private
street lmowr as "I aurehvoo d", and the several parts thereof; as shown on the recorded plat of said
addition. anti as provided for in the Declaration of Covenants and Restrictions of Laurehvood.
recorded as instrument No. 99-11595. in the 011ice of the Recorder of iIanilton County, Indiana.
GEN EItAL NOTES:
LEGEND 1. Ti IIS SI JRVEY WAS PERFORMED VJITI IOiJT Ti IF,T3FMTfT OF A CURRENT LAND
/ TITLE INSURANCE coN4mr. NE. N'r. wl im I MAY 1 fAVL DISCLOSED INFORMAI'ION
THAT AFFECFS THE SURVEYED TRACT.
O iPfF- — iron Pin Found
Diameter 2. The zomn, dussific+diou for the surveyed realest to as established by governmental record is
0 1PS---5_-//8/ Capped Rebar Stamped classiliedasSl.
WEIHE E N G R L S 0 01 2 The "Pur p osc rend Intent" of the S l r'Residence District reads as lbllows:
"The punntose of this district is to provide for the development of innovative residential
r
Set Flush with Grade environments in keeping with the rural character of thus district, by providing for a development
I 21 — process that allots a high degree of Ilexibility in the design of single-family sulxdivisions.
� 1 � Story Masonry & game
Further, it is the purpose of this district to provide for a development process that allows for
Building wIth Basement more ell icicnt use of the land throt+gh the introduction of open space and conservation lands
i
within subdivisions. It is the intention otthis district to protect remaining significant natural
Ln
cv o� teatures within this district by placing an emphasis on less intensive land uses."
0 PREPARED FOR:
BLS Construction
04 1 1090 Laurelwood Drive, Carmel, Indiana
The nninimunt criteria for the followin items in regards to the sub cot real estate, based Upon
g J " Fx
Chapter 5 of the City of Cannel &: Clay Township "Coning Ordinance (adopted Autunin 2003)
J includes the following items: V
c
\ MINIMUM LOI' STANDARDS:
\ Lot width: 120 feet.
Front Yard: 40 feet (see NOTE below).
\ Side Yard: No less than 10 feet. No less than 30 feet aggregate.
Rear Yard: No less than 20 feet.
\ Center Line Miniruunl f loon Spo<ace of Stiuctuie: 1000 square feet (1 -story); 800 square feet (2 -story).
Maxiutunt floor Space of Structure: 35% of lot area.
\
�\ Note: "llie above described nirimunt criteria is per .said ordinance only and does not represent
�y \ any variances which have been approved by the Cl ty of Cantel and Clay Tov rship Board oi'
Zoning Appeals. 'the setback requirements for S1 zoning can be variable, transitional and
�y \ �J, \ �� \ subject to legal interpretation; therefore, sclba& lines are not depicted upon this plat of survey.
O
Uri.) j EXISTING CONDITIONS
`\ \ 9s i .ut Arca: 1.470 Acres.
Mirinnun Width of Lot: 219.16 feet (West line of lot).
\
Floorspace of structure: 4116 square feet.
/ \ \ Setback of structure from property lines: East -77.0 teet; South -54.7 feet; West -91.9 feet, North -
49.8 Icut.
orth-
49.81ect.
/� \ 3. The described real estate DOES NOT lie within a Slx:cial Flood lIazard Zonc A as plotted by
♦ \
15\\ J , <� scale on the Federal i;ntergency Management Agency, National blood Insurance Program.
OX FIRM (Hood Insurance Rate Map) Conurwity Numbcr 180081 (Map Numbcr
\ ♦ �`� �. �• 18057CO216F) tion Ilantilton County, Indiana, dated February 13. 2003. This statement is based
\ ♦ ♦ ;� ulxnt the review of the applicable FilU nap and shall not be constmed as a confirration or
denial of flooding ptotential for the suncy premiss. Attention is called to the fact that there are
subsianiial uncertainties associated with sc,:d trap curd t`:itli irif rmntion taken therefrom.
�s ♦ ♦ \ �� \ Attention is also called to the fact that the FIRM maps art, eriodically revisel and rr.ly be
`s ♦ a suNrseded by subsequent revisions.
\\ /i 4. For this sun•ev. underground utilities serving the subject tract w -ere NO"1' located or marked. "1"0
\\/N
have said utilities located and marked, the Indiana Underground Plant Protection Service should
\ \
♦ � � Toe contacted at 1-800-382-5541 to schedule anon -site meeting with a utility representative.
�\ ♦ \ 5. Per the Regulated Drain Map for Hamilton Count-,,,, Indiana dated January 2004, NO legal
♦ (regulated) drains directly affect the surveyed real estate.
6. Possession lines referenced at nionumented corners only. Possession lines tray vary between
said corners.
l7. Per the U.S, hep artntcnt of the Interior - Fish lord Wildlife Service - National Wetlands
\ s ♦� ♦�� \ Inventory Map dated 1989 and titled Cannel, Indiana, the subject real estate is NOT located
15' Utility & Drcirage_/ within a wetlands area as plotted by scale on said nktp. s \s� cs N
`s Easement per Plat ` \ 2ho ,� 8, As used in this sunny, certify meatus to state or declare a professional opinion of conditions
regarding those facts or findings which are the subject of the certification and does not
75' Building Setback o
Line per Plat \ - ���s constitute a warranty or guarantee, either express or implied.
- 05" O
-- PF \ O9. No w'airmity, either express or implied, is made as to the accuracy or completeness of
- - - -
10 inliomation provided by governmental authorities mod/or third parties, oras to its fitness for airy
Yellow Plastic Cop �\
,+ 340.05 "MSE CORP INDPLS" particular purpose or use, including bort not limited to information presented on underground
' utilities. flood hazard zones, Iloodwa zones, wetlands. recording information,zoning. and
S gp 31 20 W Flush with Grade �\ y' �
regulated drains. in no event will Wcihe Engineers, Inc.. its employees, agents; and/or assigns
\ be liable for any damages arising out of the furnishing tutd'or use of such information.
\ \ CF,RTIFIC.AI'ION
\ This survey was performed under the direction of the undersignexl, and to the lest of this survc.'or s
Lot #56 vv knowledge and delict tu<>s executed according to suncy requirements in 865 IAC 1.12 for the State
B r, 0 0 II/ S of Indiana and tine field work was completed on December 10, 2004.
Retracement Survey w/Improvements
Lot X57 Laurelwood Subd2v7'1s1t'on, Clay Township, Hamilton Co., 1N
SURVEYOR'S REPORT
Client: BLS Construction
Job Number: WW -0851
Tyle of Sunny: Retracerr ent Survey
Class of Surrey: Class B Survey (865 IAC 1.12)
Field Work Completed: December 14, 2004
3/
Location of Survey: 1090 Lattrehvo od Drive, Carmel, Indiana46032
Nolo 'the Theoretical Uncertainty of the corners oft lie subiect tract, established this surrey, is
within the specifications for a Class B Survey (+/-0.25 foot) as defined in 865 IAC 1. 12.
(Theoretical Uncertainty of a measurement is the radius of a circle which circumscribes an area
containing the probable true location of a specified point as determined by the precision of the
instruments and procedures employed in the performance of a survey).
In accordance with Title 865, Article 1, Chapter 12 (Rule 12) of the Indiana Administrative Code
JAC), the following observations and opinions are subinitted regarding the uncertainty in the
position of the lines and comers established andlor reestablished on this survey as a result of:
1) Availability and condition of reference monuments-,
2) Clarity and/or ambiguity of the record description(s) used and/or the adjoiners'
descriptions;
3) Occupation or possession lines; and,
4) Random Errors in Measurenxmts (Theoretical Uncertainty)
Note: There may exist umvritten rights associated with these uncertainties.
AVAILABILITY mind CONDITION OF REFERENCE NIONUINME\ I'S
'lhe perimeter lines of the surveyed tract were re-established based upon the reference bearings and
distances shown upon the record plat of Laurelwood recorded as Instrument Number 89-11585 mid
found in Plat Cabinet 1, Slide 28 in the Office of the Recorder of Hanilton County, Indiana.
During file course of the fieldwork completed for this survey, Weilie Engineers field personnel
South west recon d comers of the
' � or ' the No rheas Northwest and , t
found lien pins in D,ctod condition at 1 t t,
surveyed tract as shown on the accompanying plat. A 5/8 -inch diameter rebar with yellow plastic
cap stamped "WEII IF ENGR LS0012" was set [lush at the North comer of the surveyed lot as
indicated on the accompanying plat. "ilie measured distances between said monuments fell within
the theoretical uncertainty(' -/-0.25 feet) fortlis survey.
A rebar stamped "MSE CORY INDPLS" (Mid -States Engineering) was found 1.7 feet South of the
mathenatical Southeast comer of the surveyed parcel.
It is this surveyors professional opinion that the uncertainty in the lines of the surveyed tract due to
the variance in reference monuments is +/- 0.2 feet
CLARITY and/or AMBIGUTFY OF RECORD DESCRIPTIONS
Ihe record descriptions for the surveyed tract and adjoining real estate parcels were obtained from
the Hanilton County Recorder's Office acid mathemilically retraced in an effort to disclose possible
gaps and/or overlaps between the lines of the surveyed parcel and those of the adjoiners. There were
no record gaps and/or overlaps disclosed during this mathematical retracement process.
It is this surveyor's professional opinion that there are no uncertainties in the lines of the surveyed
real estate and those of the adjoiners due to discrepancies in the record descriptions.
OCCUPATION or POSSESSION LINES
At the tittle the Fieldwork was completed for this survey, there was no visible physical evidence of
the lines surveyed.
As a result of the above obsen ations, it is my opinion that the uncertainties in the locations of the
lines and corners established on this survey are as follows:
Due to Variances in reference monuments: +/- 0.2 feet
Due to Uncertainties in the record descriptions: None
Due to Inconsistencies in lines of occupation: None
William, J r. a n d Holly Hill Dated: December 16, 2004 ,
Instr. No. 95-02770
Allan II. Wei lie, Reg. T,.S. Indiana's10398
`' cif•'• .'V/�.J1 ,,1 �1" ell •�w`
H:\2004\W040B57\Dwgs\W040851 Survey.dwg
--------- REVISIONS ---DATE BY PROJECT NO.. -- —
---
i WM5,
DWGNNAME:E:1WEIHE ENGINEERS,INCE
DRAWN BY:
). York;J. Foste
CHECKED BY:
i DATE
Field Book: Page: 1 12/16/04
ALLAN H. WEIHE
REGISTERED CIVIL, ENGINEER
REGISTERED LAND SURVEYOR
PRESIDENT
10505 NORTH COLLEGE AVENUE
INDIANAPOLIS, INDIANA 46280
(317) 846-6611 FAX: (317) 843-0546
TOLL-FREE (800) 452-6408
CIVIL ENGINEERS x LAND SURVEYORS x LAND PLANNERS x LANDSCAPE ARCHITECTS
Common Area &
50' Utility & Drainage
Easement per Plat
r
IPF
Lot #58 5/8" -Dia. Rebar
DESADIER 1.3' above grade ,
Bennet
B. and Cynthia B.
Instr.
No. 99-604301
20' Drainage Easement
IPS
"WEIHE"
IPF
as scaled per Plat
1 /2"
ebor
, -
at Co er.
Flush with Gr de
'
S
rGinG e Easement
i V J g
/
r PI
per at
�
O
\
.'
U)
Q
ECEJ
2 \\
o
r)O
60
a\\
O
Lc)0
t
z
9\ 9
\\
S�
4116 Sqf.
FootprinLLJ t
J
W
Z
�\
Lot Area
\
1.470 AC.
=
o
U� In
\
\
\\
Drainage Easement
15' Drainage Easement Plot
\
er
per Plat p p
X
IPF
__--
5/8" Rebar
\ __---
at Corner.
-
0.2 Below Grade
Lot #54
HOLMAN
Edwin J.
and Brenda S.
Instr.
No. 03-128025
Lot #55
' COHEN,
Carl i. and Shirley F.
Instr. No. 92-191.92
0 PREPARED FOR:
BLS Construction
04 1 1090 Laurelwood Drive, Carmel, Indiana
The nninimunt criteria for the followin items in regards to the sub cot real estate, based Upon
g J " Fx
Chapter 5 of the City of Cannel &: Clay Township "Coning Ordinance (adopted Autunin 2003)
J includes the following items: V
c
\ MINIMUM LOI' STANDARDS:
\ Lot width: 120 feet.
Front Yard: 40 feet (see NOTE below).
\ Side Yard: No less than 10 feet. No less than 30 feet aggregate.
Rear Yard: No less than 20 feet.
\ Center Line Miniruunl f loon Spo<ace of Stiuctuie: 1000 square feet (1 -story); 800 square feet (2 -story).
Maxiutunt floor Space of Structure: 35% of lot area.
\
�\ Note: "llie above described nirimunt criteria is per .said ordinance only and does not represent
�y \ any variances which have been approved by the Cl ty of Cantel and Clay Tov rship Board oi'
Zoning Appeals. 'the setback requirements for S1 zoning can be variable, transitional and
�y \ �J, \ �� \ subject to legal interpretation; therefore, sclba& lines are not depicted upon this plat of survey.
O
Uri.) j EXISTING CONDITIONS
`\ \ 9s i .ut Arca: 1.470 Acres.
Mirinnun Width of Lot: 219.16 feet (West line of lot).
\
Floorspace of structure: 4116 square feet.
/ \ \ Setback of structure from property lines: East -77.0 teet; South -54.7 feet; West -91.9 feet, North -
49.8 Icut.
orth-
49.81ect.
/� \ 3. The described real estate DOES NOT lie within a Slx:cial Flood lIazard Zonc A as plotted by
♦ \
15\\ J , <� scale on the Federal i;ntergency Management Agency, National blood Insurance Program.
OX FIRM (Hood Insurance Rate Map) Conurwity Numbcr 180081 (Map Numbcr
\ ♦ �`� �. �• 18057CO216F) tion Ilantilton County, Indiana, dated February 13. 2003. This statement is based
\ ♦ ♦ ;� ulxnt the review of the applicable FilU nap and shall not be constmed as a confirration or
denial of flooding ptotential for the suncy premiss. Attention is called to the fact that there are
subsianiial uncertainties associated with sc,:d trap curd t`:itli irif rmntion taken therefrom.
�s ♦ ♦ \ �� \ Attention is also called to the fact that the FIRM maps art, eriodically revisel and rr.ly be
`s ♦ a suNrseded by subsequent revisions.
\\ /i 4. For this sun•ev. underground utilities serving the subject tract w -ere NO"1' located or marked. "1"0
\\/N
have said utilities located and marked, the Indiana Underground Plant Protection Service should
\ \
♦ � � Toe contacted at 1-800-382-5541 to schedule anon -site meeting with a utility representative.
�\ ♦ \ 5. Per the Regulated Drain Map for Hamilton Count-,,,, Indiana dated January 2004, NO legal
♦ (regulated) drains directly affect the surveyed real estate.
6. Possession lines referenced at nionumented corners only. Possession lines tray vary between
said corners.
l7. Per the U.S, hep artntcnt of the Interior - Fish lord Wildlife Service - National Wetlands
\ s ♦� ♦�� \ Inventory Map dated 1989 and titled Cannel, Indiana, the subject real estate is NOT located
15' Utility & Drcirage_/ within a wetlands area as plotted by scale on said nktp. s \s� cs N
`s Easement per Plat ` \ 2ho ,� 8, As used in this sunny, certify meatus to state or declare a professional opinion of conditions
regarding those facts or findings which are the subject of the certification and does not
75' Building Setback o
Line per Plat \ - ���s constitute a warranty or guarantee, either express or implied.
- 05" O
-- PF \ O9. No w'airmity, either express or implied, is made as to the accuracy or completeness of
- - - -
10 inliomation provided by governmental authorities mod/or third parties, oras to its fitness for airy
Yellow Plastic Cop �\
,+ 340.05 "MSE CORP INDPLS" particular purpose or use, including bort not limited to information presented on underground
' utilities. flood hazard zones, Iloodwa zones, wetlands. recording information,zoning. and
S gp 31 20 W Flush with Grade �\ y' �
regulated drains. in no event will Wcihe Engineers, Inc.. its employees, agents; and/or assigns
\ be liable for any damages arising out of the furnishing tutd'or use of such information.
\ \ CF,RTIFIC.AI'ION
\ This survey was performed under the direction of the undersignexl, and to the lest of this survc.'or s
Lot #56 vv knowledge and delict tu<>s executed according to suncy requirements in 865 IAC 1.12 for the State
B r, 0 0 II/ S of Indiana and tine field work was completed on December 10, 2004.
Retracement Survey w/Improvements
Lot X57 Laurelwood Subd2v7'1s1t'on, Clay Township, Hamilton Co., 1N
SURVEYOR'S REPORT
Client: BLS Construction
Job Number: WW -0851
Tyle of Sunny: Retracerr ent Survey
Class of Surrey: Class B Survey (865 IAC 1.12)
Field Work Completed: December 14, 2004
3/
Location of Survey: 1090 Lattrehvo od Drive, Carmel, Indiana46032
Nolo 'the Theoretical Uncertainty of the corners oft lie subiect tract, established this surrey, is
within the specifications for a Class B Survey (+/-0.25 foot) as defined in 865 IAC 1. 12.
(Theoretical Uncertainty of a measurement is the radius of a circle which circumscribes an area
containing the probable true location of a specified point as determined by the precision of the
instruments and procedures employed in the performance of a survey).
In accordance with Title 865, Article 1, Chapter 12 (Rule 12) of the Indiana Administrative Code
JAC), the following observations and opinions are subinitted regarding the uncertainty in the
position of the lines and comers established andlor reestablished on this survey as a result of:
1) Availability and condition of reference monuments-,
2) Clarity and/or ambiguity of the record description(s) used and/or the adjoiners'
descriptions;
3) Occupation or possession lines; and,
4) Random Errors in Measurenxmts (Theoretical Uncertainty)
Note: There may exist umvritten rights associated with these uncertainties.
AVAILABILITY mind CONDITION OF REFERENCE NIONUINME\ I'S
'lhe perimeter lines of the surveyed tract were re-established based upon the reference bearings and
distances shown upon the record plat of Laurelwood recorded as Instrument Number 89-11585 mid
found in Plat Cabinet 1, Slide 28 in the Office of the Recorder of Hanilton County, Indiana.
During file course of the fieldwork completed for this survey, Weilie Engineers field personnel
South west recon d comers of the
' � or ' the No rheas Northwest and , t
found lien pins in D,ctod condition at 1 t t,
surveyed tract as shown on the accompanying plat. A 5/8 -inch diameter rebar with yellow plastic
cap stamped "WEII IF ENGR LS0012" was set [lush at the North comer of the surveyed lot as
indicated on the accompanying plat. "ilie measured distances between said monuments fell within
the theoretical uncertainty(' -/-0.25 feet) fortlis survey.
A rebar stamped "MSE CORY INDPLS" (Mid -States Engineering) was found 1.7 feet South of the
mathenatical Southeast comer of the surveyed parcel.
It is this surveyors professional opinion that the uncertainty in the lines of the surveyed tract due to
the variance in reference monuments is +/- 0.2 feet
CLARITY and/or AMBIGUTFY OF RECORD DESCRIPTIONS
Ihe record descriptions for the surveyed tract and adjoining real estate parcels were obtained from
the Hanilton County Recorder's Office acid mathemilically retraced in an effort to disclose possible
gaps and/or overlaps between the lines of the surveyed parcel and those of the adjoiners. There were
no record gaps and/or overlaps disclosed during this mathematical retracement process.
It is this surveyor's professional opinion that there are no uncertainties in the lines of the surveyed
real estate and those of the adjoiners due to discrepancies in the record descriptions.
OCCUPATION or POSSESSION LINES
At the tittle the Fieldwork was completed for this survey, there was no visible physical evidence of
the lines surveyed.
As a result of the above obsen ations, it is my opinion that the uncertainties in the locations of the
lines and corners established on this survey are as follows:
Due to Variances in reference monuments: +/- 0.2 feet
Due to Uncertainties in the record descriptions: None
Due to Inconsistencies in lines of occupation: None
William, J r. a n d Holly Hill Dated: December 16, 2004 ,
Instr. No. 95-02770
Allan II. Wei lie, Reg. T,.S. Indiana's10398
`' cif•'• .'V/�.J1 ,,1 �1" ell •�w`
H:\2004\W040B57\Dwgs\W040851 Survey.dwg
--------- REVISIONS ---DATE BY PROJECT NO.. -- —
---
i WM5,
DWGNNAME:E:1WEIHE ENGINEERS,INCE
DRAWN BY:
). York;J. Foste
CHECKED BY:
i DATE
Field Book: Page: 1 12/16/04
ALLAN H. WEIHE
REGISTERED CIVIL, ENGINEER
REGISTERED LAND SURVEYOR
PRESIDENT
10505 NORTH COLLEGE AVENUE
INDIANAPOLIS, INDIANA 46280
(317) 846-6611 FAX: (317) 843-0546
TOLL-FREE (800) 452-6408
CIVIL ENGINEERS x LAND SURVEYORS x LAND PLANNERS x LANDSCAPE ARCHITECTS
SQUARE FOOTAGE CALCULATIONS:
MASTER CLOSET ADDITION 503 SQFT
MASTER BEDROOM ADDITION 166 SQFT
SUB TOTAL 669 SQFT
TOTAL CLIMATE CONTROL 669 SQFT
CONTRACTOR PRICING INSTRUCTIONS:
GENERAL CONTRACTOR TO PROVIDE A BASE BID WITH
CONTRACT ADD / ALTERNATES FOR:
WORK ITEM #1
WORK ITEM #2
WORK ITEM #3
WORK ITEM #4
WORK ITEM #5
.SCOPE OF WORK:
NEW ADDITION ENCLOSING MASTER CLOSET, CEDAR CLOSET,
LAUNDRY ROOM, PORTION OF OFFICE SPACE: 503 SQ FT
REMODEL EXISTING CLOSET FOR OFFICE SPACE: 122 SQ FT
CONTRACTOR TO PROVIDE AS ADD / ALTERNATE 3 CABINETRY QUOTES FOR MASTER CLOSET
PREFERRED MANUFACTURERS AND VENDORS. ARE CONCEPTUAL KITCHENS MISURA EMME
(ROB KLEIN), INNOVATIONS AND / OR CLOTHES QUARTERS, AND CRAIG RIr'HARDSON (BLS).
CONTRACTOR TO PROVIDE CLIMATE CONTROL/CONDENSATION DRAIN FOR CEDAR CLOSET
CONTRACTOR TO PROVIDE ALLOWANCE FOR DECORATIVE LIGHT FIXTURES
HOMEOWNER TO PROVIDE WASHER AND DRYER FOR LAUNDRY ROOM
NEW MASTER BEDROOM ADDITION: 166 SQ FT
REMODEL EXISTING MASTER BEDROOM: 269 SQ FT
DECORATIVE LIGHT FIXTURES TO BE PROVIDED BY INTERIOR DESIGNER
NEW SUNROOM EXTENSION: 101 SQ FT
REMODEL EXISTING SUNROOM: 178 SQ FT
CONTRACTOR TO ALLOW FOR ADDITIONAL LIGHTING TO MATCH EXISTING,
TO INCLUDE EXTENSION OF EXISTING SECURITY LIGHTING SYSTEM
CONTRACTOR WILL ALSO ALLOW FOR ANY EXTERIOR LANDSCAPE CHANGES REQUIRED,
AND WILL REPAIR ANY DAMAGE TO EXISTING SIDEWALK OR LANDSCAPING
INCURRED AS A RESULT OF CONSTRUCTION TRAFFIC OR ACTIVITIES
NEW ROOF EXTENSION, WINDOWS, AND EXTERIOR WALL NICHES ON UPPER LEVEL
REMOVE / RE—INSTALL EXISTING OVERHEAD CABINETS IN EXISTING LAUNDRY ROOM
INSTALL NEW STACKED WASHER AND DRYER, AND NEW PANTRY UNIT
INDEX OF DRAWINGS:
SHEET: DESCRIPTION:
T1
TITLE SHEET
Al
1/4"
FOUNDATION PLAN, SPECIFICATIONS
A2
1/4"
MAIN LEVEL PLAN, WINDOW SCHEDULE
A3
1/4"
ROOF PLAN, ROOM FINISH SCHEDULE
A4
1/4"
BUILDING ELEVATIONS
A5
1/4"
BUILDING ELEVATIONS
A6
1/4"
BUILDING SECTIONS
A7
1 1/2" WALL SECTION DETAILS
B1
1/2"
INTERIOR ELEVATIONS— MASTER CLOSET
B2
1/2"
INTERIOR ELEVATIONS— OFFICE
B3
FULL
SCALE MILLWORK PROFILES
Ab2
1/4"
AS—BUILT
MAIN LEVEL PLAN
Ab4
1/4"
AS—BUILT
BUILDING ELEVATIONS.
Abs
1/4"
AS—BUILT
BUILDING ELEVATIONS
L_____1 - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
NOTICE;
ALL DESIGN DRAWINGS, CONSTRUCTION
DOCUMENTS AND SPECIFICATIONS
FURNISHED BY WILLIAM TABBERSON,
ARCHITECT ARE PROTECTED BY COPYRIGHT
L�A THIS DOCUMENT IS TO BE USED
ONLY FOR THE CONSTRUCTION OF THE
CIAYMON RESIDENCE, CARMEL, IN
0 'YP, GH— 'RCTECTION NOTICE:
rdl :fes'w, dr3lV'19s, construction documents
and sperificc6315 Lrnished by William
a;l:ersoi, A,c-'tect ore and sholl remain the
or-,t::ry of ,he ArcF'tecls. They ore to be
use:: en r fc- :ie construction of this project.
Q
2900 West Torquay flood; tk,nciF 'ndi nna 47.304-3229; Phone & Fax: 765-289 '889
Bill and Maxeen Claymon Residencc.;,
1090 Laurelwood, Carmel, IN
ISSUED FOR CONTRACTOR PRICING
ISSUED FOR CONSTRUCTION
TITLE SHEET
T1
DRAWING NUMBER:
November 19, 2004
DRAWING ISSUE DATE:
04.213
PROJECT FILE NUMBER:
i
18'-5 1/2"
------------------------------------------------
I
i `8" Foundation Wall
w/ Brick ledge and
0 1 i\ 24" Footing \ \ \
\ \ Q r aV Is ac --------------------------------------------------,
� I
16'-0"
\ \--------------------------------------------
I
i
---- ---� 1-1-- _ --- -- --------- — I --
r— -----------------------------------------r—+------------------ -- — —
( I I i1 II 1
( I---------
1-77I I ---- -- !!---1 r------------------------i-!-1----------------------------------------------- L_LJ I I I
I n -- --------7— ----- — \ �' I 1 i ! Existing Foundation Wall , I I I
! \ 1 1\ I Li
\ I I
II I
�I--\8" Foundation Wall
I !
I w/ Brick ledge and \ \ 1
I i 24" Footing V A A\
1 \
1 \ \ ! I I I I I
I
�l i I ;I I I p Il
_____
i I I
---------------- -
� r --
-------- j---- C---�
J
r--- - t -J
II II II II
u II II U
II II
II II
II II
II II
II II
II II
II I! I II t i
II II I n L_
II II II II II
r- ------- L---------JL------JL----------- I
f----��----------------------------------�1
II II
I I I I
II II
II II
II N -'
II II
1f II
I'. I
11 II
II II
I I I I
II !
II II
II II
II !I
I I H I
II
II II i I
------------------ -----------�--t
------ 77-1
I I 1
I I I
I I
-------------- --------
________
-
____________ ! I I I
j i I j L—j------------------------------_ —
I
I i i l
II 1 —I------------------------- I
_ J —I ---------------------------
L-------------- r--------------
- - - - - - - - - - - - - --- - - - J I
i I -----I
I ----------------I ---- --� i---------------
--------------- Foundation Plan
FOUNDATION WALL, SLAB AND FOOTING STRUCTURE
* 8" Cast -in-place concrete or CMU walls
#4 reinforcing bars 48" o.c. vertically. Lap and tie bars 12" min.
on chairs, lap and tie bars 10" min., 3" min. cover. Splice footing dowels 12"
* 24"x10" Reinforced concrete footing with 3 rows of #4 reinforcing bars
* 4" minimum concrete slab, 3500 psi strength with 6x6 - 10/10 Welder- Wire Fabric
over, 6 mil vapor barior on compacted fill with good drainage
* Maintain 3" concrete cover or vary per structural design.
* 3000 psi min. concrete strength @ 28 days
* 6" Perimeter foundation drainage
* Interior column footing pads as specified
* (3) Rows of #4 reinforcing bars on chairs, lap and tie bars
10" min., 3" min, concrete cover
* Water/cement ratio (.48)
* Turn #4 bars up into wall 12" at 48" o.c. min.
* Footing to be on undisturbed soil or compacted engineered fill
to 95 % dry density
* Bottom of frost footing to be 36" below finished grade (minimium)
* 4" drain tile in side footing to sump pump system if needed
SUNROOM FLOOR SYSTEM:
* 4" min. concrete slab 4000 psi strength
with 6X6-10/10 welded wire fabric over 6 mil
vapor barrier on compacted fill with good drainage
* Slope floor to drain
* Concrete floor cure and sealer
* Pretreat for termites under slab and footings
WALL FRAMING SYSTEM:
* All exterior walls framed with 2x6 studs @ 16" o.c. (SPF) min.
* Interior partitions framed with 2x4 studs O 16" o.c. (SPF)
(Or As noted on floor plan)
* All Interior Structural walls framed with 2x6 studs O 16" o.c. (Si,
* 1/2" Ext. Grade plywood APA rated sheathing
* 5 1/2" R-23 Nu -wool wall spray insulation system
* 1:: Gypsum board interior walls
* 5/8Gypsum board interior ceilings
* Vapor barrier to be on warm side of wall
* Seal all openings, cracks and penetrations before insulation installed
MASONRY CLADDING / DETAILS:
* Match Existing Masonry Window Surrounds
* Limestone Sill, Brick Running Bond in Rear of House
* Full Limestone Surround in Front of House
* Lawrenceville Brick #109, Edgewood Building Supply
All design drawings, construction documents
and specifications furnished by William
Tobberson, Architect ore and sholl remain the
property of the Architects. They ore to be
used only for the construction of this project.
SCALE: 1/4" = 1'-0"
INTERIOR ARCHITECTURAL MILLWOPK SYSTE
* Match Existing Millwork Profiles with Paint Grade Poplar
* Prime and 2 Finish Coats Semi—gloss all Trim
WINDOWS:
* Clad Casement Windows by Marvin unless Otherwise Specified
* Continuous Flashing w/ 40 mil ice and Water Shield on all sides -of Window, Underneath
Tyvek House Wrap and over Window Mounting Fins
* 1/4" to 3/8" backer rod and sealant around windows
* Expansion control joints as specified
FLOOR FRAMING SYSTEM:
* 5/8" Underlayment
* 3/4" T&G Plywood APA rated subfloor
* 14", 16" T.J.I. Joists @ 16" o.c. Above Garage
* 2 X 12 Floor Joists @ 16" c.c. in Sunroom
* Structural Beams Where Indicated (Verify w/ Structural Engineer)
* Follow fabricating standards for bridging
* 2 X 12 APA rated Rim joist
* 2 X 6 Treated wood plate on sill sealer
* 1/2"x12" anchor bolts @ 48" o.c. min.
ROOFING SYSTEM:
* 30 year, 300 psf min., CLASS A Fiberglass dimensional
Shingle to Match Existing Roofing Materials
* 30# Building felt
* Galy. drip edge over ice and water shield starter course
* Ice and water shield at valleys arid wall intersections
* Metal step flashing against all brick masonry (Chimney)
* Metal flashing at material intersections
* Continuous air vent at ridges
* All rrletal flashings and accesscnP_ are to be compatible metals.
* 6" aluminum gutter and 4" x 6" down spout system
(General Contractor to verify mat(;h with existing roofing materials)
Q TAE3BE-:RC�t\!
2900 West Torquay Road; Muncje, Indiana 47304-3229; Phone & Fax: 765-289-7889
r----------------------i
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--------------- Foundation Plan
FOUNDATION WALL, SLAB AND FOOTING STRUCTURE
* 8" Cast -in-place concrete or CMU walls
#4 reinforcing bars 48" o.c. vertically. Lap and tie bars 12" min.
on chairs, lap and tie bars 10" min., 3" min. cover. Splice footing dowels 12"
* 24"x10" Reinforced concrete footing with 3 rows of #4 reinforcing bars
* 4" minimum concrete slab, 3500 psi strength with 6x6 - 10/10 Welder- Wire Fabric
over, 6 mil vapor barior on compacted fill with good drainage
* Maintain 3" concrete cover or vary per structural design.
* 3000 psi min. concrete strength @ 28 days
* 6" Perimeter foundation drainage
* Interior column footing pads as specified
* (3) Rows of #4 reinforcing bars on chairs, lap and tie bars
10" min., 3" min, concrete cover
* Water/cement ratio (.48)
* Turn #4 bars up into wall 12" at 48" o.c. min.
* Footing to be on undisturbed soil or compacted engineered fill
to 95 % dry density
* Bottom of frost footing to be 36" below finished grade (minimium)
* 4" drain tile in side footing to sump pump system if needed
SUNROOM FLOOR SYSTEM:
* 4" min. concrete slab 4000 psi strength
with 6X6-10/10 welded wire fabric over 6 mil
vapor barrier on compacted fill with good drainage
* Slope floor to drain
* Concrete floor cure and sealer
* Pretreat for termites under slab and footings
WALL FRAMING SYSTEM:
* All exterior walls framed with 2x6 studs @ 16" o.c. (SPF) min.
* Interior partitions framed with 2x4 studs O 16" o.c. (SPF)
(Or As noted on floor plan)
* All Interior Structural walls framed with 2x6 studs O 16" o.c. (Si,
* 1/2" Ext. Grade plywood APA rated sheathing
* 5 1/2" R-23 Nu -wool wall spray insulation system
* 1:: Gypsum board interior walls
* 5/8Gypsum board interior ceilings
* Vapor barrier to be on warm side of wall
* Seal all openings, cracks and penetrations before insulation installed
MASONRY CLADDING / DETAILS:
* Match Existing Masonry Window Surrounds
* Limestone Sill, Brick Running Bond in Rear of House
* Full Limestone Surround in Front of House
* Lawrenceville Brick #109, Edgewood Building Supply
All design drawings, construction documents
and specifications furnished by William
Tobberson, Architect ore and sholl remain the
property of the Architects. They ore to be
used only for the construction of this project.
SCALE: 1/4" = 1'-0"
INTERIOR ARCHITECTURAL MILLWOPK SYSTE
* Match Existing Millwork Profiles with Paint Grade Poplar
* Prime and 2 Finish Coats Semi—gloss all Trim
WINDOWS:
* Clad Casement Windows by Marvin unless Otherwise Specified
* Continuous Flashing w/ 40 mil ice and Water Shield on all sides -of Window, Underneath
Tyvek House Wrap and over Window Mounting Fins
* 1/4" to 3/8" backer rod and sealant around windows
* Expansion control joints as specified
FLOOR FRAMING SYSTEM:
* 5/8" Underlayment
* 3/4" T&G Plywood APA rated subfloor
* 14", 16" T.J.I. Joists @ 16" o.c. Above Garage
* 2 X 12 Floor Joists @ 16" c.c. in Sunroom
* Structural Beams Where Indicated (Verify w/ Structural Engineer)
* Follow fabricating standards for bridging
* 2 X 12 APA rated Rim joist
* 2 X 6 Treated wood plate on sill sealer
* 1/2"x12" anchor bolts @ 48" o.c. min.
ROOFING SYSTEM:
* 30 year, 300 psf min., CLASS A Fiberglass dimensional
Shingle to Match Existing Roofing Materials
* 30# Building felt
* Galy. drip edge over ice and water shield starter course
* Ice and water shield at valleys arid wall intersections
* Metal step flashing against all brick masonry (Chimney)
* Metal flashing at material intersections
* Continuous air vent at ridges
* All rrletal flashings and accesscnP_ are to be compatible metals.
* 6" aluminum gutter and 4" x 6" down spout system
(General Contractor to verify mat(;h with existing roofing materials)
Q TAE3BE-:RC�t\!
2900 West Torquay Road; Muncje, Indiana 47304-3229; Phone & Fax: 765-289-7889
r----------------------i
I7'-2 1 /2"
1 I
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--------------- Foundation Plan
FOUNDATION WALL, SLAB AND FOOTING STRUCTURE
* 8" Cast -in-place concrete or CMU walls
#4 reinforcing bars 48" o.c. vertically. Lap and tie bars 12" min.
on chairs, lap and tie bars 10" min., 3" min. cover. Splice footing dowels 12"
* 24"x10" Reinforced concrete footing with 3 rows of #4 reinforcing bars
* 4" minimum concrete slab, 3500 psi strength with 6x6 - 10/10 Welder- Wire Fabric
over, 6 mil vapor barior on compacted fill with good drainage
* Maintain 3" concrete cover or vary per structural design.
* 3000 psi min. concrete strength @ 28 days
* 6" Perimeter foundation drainage
* Interior column footing pads as specified
* (3) Rows of #4 reinforcing bars on chairs, lap and tie bars
10" min., 3" min, concrete cover
* Water/cement ratio (.48)
* Turn #4 bars up into wall 12" at 48" o.c. min.
* Footing to be on undisturbed soil or compacted engineered fill
to 95 % dry density
* Bottom of frost footing to be 36" below finished grade (minimium)
* 4" drain tile in side footing to sump pump system if needed
SUNROOM FLOOR SYSTEM:
* 4" min. concrete slab 4000 psi strength
with 6X6-10/10 welded wire fabric over 6 mil
vapor barrier on compacted fill with good drainage
* Slope floor to drain
* Concrete floor cure and sealer
* Pretreat for termites under slab and footings
WALL FRAMING SYSTEM:
* All exterior walls framed with 2x6 studs @ 16" o.c. (SPF) min.
* Interior partitions framed with 2x4 studs O 16" o.c. (SPF)
(Or As noted on floor plan)
* All Interior Structural walls framed with 2x6 studs O 16" o.c. (Si,
* 1/2" Ext. Grade plywood APA rated sheathing
* 5 1/2" R-23 Nu -wool wall spray insulation system
* 1:: Gypsum board interior walls
* 5/8Gypsum board interior ceilings
* Vapor barrier to be on warm side of wall
* Seal all openings, cracks and penetrations before insulation installed
MASONRY CLADDING / DETAILS:
* Match Existing Masonry Window Surrounds
* Limestone Sill, Brick Running Bond in Rear of House
* Full Limestone Surround in Front of House
* Lawrenceville Brick #109, Edgewood Building Supply
All design drawings, construction documents
and specifications furnished by William
Tobberson, Architect ore and sholl remain the
property of the Architects. They ore to be
used only for the construction of this project.
SCALE: 1/4" = 1'-0"
INTERIOR ARCHITECTURAL MILLWOPK SYSTE
* Match Existing Millwork Profiles with Paint Grade Poplar
* Prime and 2 Finish Coats Semi—gloss all Trim
WINDOWS:
* Clad Casement Windows by Marvin unless Otherwise Specified
* Continuous Flashing w/ 40 mil ice and Water Shield on all sides -of Window, Underneath
Tyvek House Wrap and over Window Mounting Fins
* 1/4" to 3/8" backer rod and sealant around windows
* Expansion control joints as specified
FLOOR FRAMING SYSTEM:
* 5/8" Underlayment
* 3/4" T&G Plywood APA rated subfloor
* 14", 16" T.J.I. Joists @ 16" o.c. Above Garage
* 2 X 12 Floor Joists @ 16" c.c. in Sunroom
* Structural Beams Where Indicated (Verify w/ Structural Engineer)
* Follow fabricating standards for bridging
* 2 X 12 APA rated Rim joist
* 2 X 6 Treated wood plate on sill sealer
* 1/2"x12" anchor bolts @ 48" o.c. min.
ROOFING SYSTEM:
* 30 year, 300 psf min., CLASS A Fiberglass dimensional
Shingle to Match Existing Roofing Materials
* 30# Building felt
* Galy. drip edge over ice and water shield starter course
* Ice and water shield at valleys arid wall intersections
* Metal step flashing against all brick masonry (Chimney)
* Metal flashing at material intersections
* Continuous air vent at ridges
* All rrletal flashings and accesscnP_ are to be compatible metals.
* 6" aluminum gutter and 4" x 6" down spout system
(General Contractor to verify mat(;h with existing roofing materials)
Q TAE3BE-:RC�t\!
2900 West Torquay Road; Muncje, Indiana 47304-3229; Phone & Fax: 765-289-7889
r----------------------i
I7'-2 1 /2"
1 I
----J 1 !------------------------------- —
J------------------------------------ -------------- �1-->
-----------------J I—_ -----------------I I L-----------
--------------------r— — — --
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I i I I w/ B ck ledge ndl I I
24" F ting
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ROOF FRAMING SYSTEM:
* 5/8" Exterior plywood APA rated roof sheathing (with plyclips 16" o.c.)
* 2 X 8 Rafters ®16" o.c.
* 2x6 Collar Ties @ 32" o.c.(Provide additional rafter stiffness as needed)
* R-38 Nu—Wool attic spray insulation
Typical Fascia Detail:
* 12" Extension On Gable End Rakes
* Match Existing Soffit Overhang and Profile On Hip Roofs
Pre—Finished, Engineered Wood Trim Package To Match Existing
* 2 X Fascia Backer
* Blocking as required—construction grade framing material
General Mechanical / Plumbing / Electrical:
* Contractor / Architect to Verify need for additional HVAC unit in attic space
* Contractor to provide condensation drain for humidity control equipment
* Exterior security lighting and receptacles to be installed where required
by homeowner. Verify Location with homeowner and architect.
Bill and Maxeen Claymon Residence
1090 Laurelwood, Carmel, IN
ISSUED FOR CONTRACTOR PRICING
ISSUED FOR CONSTRUCTION
FOUNDATION
PLAN
I
DRAWING NUMBER:
November 19, 2004
DRAWING ISSUE DATE:
04.213
PROJECT FILE NUMBER:
18'-5 1/2"
3'-10" 10-9 1/2" 3'-10"
2
A4
I �
P 5 2 "0 i s 00 o
B1 81 4 Wall Washer I 4' WollWash r ISI
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9 -o"o I^
I „ I , Addition Approx. ,7'-0 x 9'-o r !I ---r -- ;- - - - - - - -T
116 —0 I 166 Sq Ft I I Corpet,153 SC Ft
1 celling hat: +/-- 9'-3"
In
8'-6 1/4"1 I I s s•rtc
—-------------- ---- —-----I----------------------I------- — --j--- --------------------- �`------FUrZ�U�—w3F �O I
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move or Replace (2)
2C'0 Amp Electrical
Services, Gas Line,
and Central Air Unit
16' -0"
Extension
513 Sq Ft
(Atypical Roof Pitch)
`1 Sconce I Sconif
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m Chan9e to rte I
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Approx. 3'-3' X 711-3' 4' WJ4.' er =;�1� I-4; _fru
If
= IF Carpet, 24 Sq Ft I1 / u ml o L-- / I
u (/ calling hgt: +A- '-0" 4' well W h r - llu a Paper lstorage I I
4'-0"I Arch j
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i! ! Fold -Down �, --- - ;! `�� i_ 2
o �I Ironing �oOC� i �I ��----�-r-- II B2
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I� ' I I I W c' Laminate, 127 SG F t / I
11 I Lauory Ro q ---- -
II I} I `' , cellllhg, hgt: F/� ;' B2 > I
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Install
------------------------------------
Install
'� � \� �Stacked
%Ubl;-�� - Washep ! r av Storage Pi I I ' a' & Dryer
rol
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Pantry, ` `\
--------------- ---- -- -----------------------------OD
- ---------------- I I �l o Unit
6'-4 1/2" 1 14'-1 1/4" 7'-10 1/4" I i ! i i i I \\
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I r---- ---------- I i Pantry / Laundry\`
------ j Approx. 7'-7" x 7'-10' I `\
1 1 I --- ------------------- I
Tile 53 Sq Ft �
I I celling PrgT: —F/_---- ---
A6 A4 i 11 I
Main Level Flaer Plan I t
L------------ �- I Sink
r
---- --- -
- --- ------ ------------
r I r-,�_ xistin Cabinets
SCALE: 1 /4" = V-0" I ��
I
2 i A2 I ;® I
A6
I I �
7'-2 1 2"
7" 31-5//11/2"21"
Modify Existing
Sidewalk and
Landscaping
t I I
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I N 11 I I
Ii1107 I o f
------ -
----- ------------------- Sun Room ----- ---�4---- -- -{ I
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Approx. 4 X 208 I I I
Tile, 273 Sq Ft
ceiling hgt: Varies i !
I
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rid
— - 1 — App. 7'-0"
Il i Extension
97 Sq Ft
I 2
I i
A5
I �
/
I
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WINDOW SCHEDULE CONTRACTOR TO VERIFY ALL UNIT SIZES
�C�C7
HAR�C_ Q
MFR. SERIES
TYPE
QTY.
UNIT
ROOM
UNIT SIZE _
GLASS
JAMB DEPTH
EXT. FRAME COLOR
INTERIOR MAT. FINISH
HARDWARE
OPTIONS NOTES
REMARKS _
I
MATCH EXISTING FRAME COLOR
II O (
INTERIOR AND EXTERIOR
GLASS: IG -LOW E, 3/4" INSUL.
JAMB DEPTH: 6 9/1:6„
2'-1_- 0
OF i (PE 6
OPERABLE CASPMENT
A
MARVIN/WOOD
1
4
OPERABLE CASEMENT
104
IG—LOW EVERIFY
6 9/16"
W/ OWNER
WOOD
SEMI—GLOSS
WHITE
BRICK MOLD EXTENSION
CASEMENT
VERIFY W/ OWNER
SEE BELOW
3/4' INSUL
PAINT,
B
MARVIN/WOOD
2
1
OPERABLE CASEMENT
101
IG—LOW E
6 9/16"
VERIFY W OWNER
/
WOOD
WHITE
BRICK MOLD EXTENSION
CASEMENT
VERIFY W/ OWNER
SEE BELOW
3 4 INSUL
PAINT SEMI—GLOSS
C
MARVIN/WOOD
3
1
OPERABLE CASEMENT
102
IG—LOW EVERIFY
6 9/16'
W/ OWNER
WOOD
PAINT SEMI -GLOSS
WHITE
BRICK MOLD EXTENSION
CASEMENT
VERIFY W/ OWNER
SEE BELOW
3/4* INSUL
_
D
MARVIN/WOOD
4
1
OPERABLE CASEMENT
103
SEE BELOW
IG -LOW EVERIFY
3 4" INSUL
6 9/16
W/ OWNER
WOOD
PAINT, SEMI—GLOSS
WHITE
BRICK MOLD EXTENSION
CASEMENT
VERIFY W/ OWNER
SEE BELOW
/
- -
E
MARVIN/WOOD5
1
OPERABLE CASEMENT
201
IG— INSUL
6 9/16"
VERIFY W/ OWNER
OD
WONT, SEMI—GLOSS
WHITE
BRICK MOLD EXTENSION
CASEMENT
. •
VERIFY W/ OWNER
I I'i I I
III F r:
! 0 ;, I
II 4
C - r 8'._8., 8..
d 2'-4 2'-4,•
r rr 51-011
71-010
3'-4"
OB TYPE 2 0 TYPE 3 O TYPE 4 OE TYPE 5
WCM2432 5W WCM2848 WCM2848 3W WCM2040 3W
�A TYPE 1
WCM2048 2W
WCMT2020
77AEaE3EE(=)tOI
2900 West Torquay Road; Muncie, Indiana 47304-3229; Phone & Fax: 765-289-7889
CCPYRIGH— PROTECTION NOTICE:
All design drowings, construction documents
one specifico:ions furnished by William
Tobberson, A•chilect ore and shall remain the
property of the Architects. They are to be
Lsed only for the covslruction of :his project.
2_ 4, t -f
-rom
)0 �4� 5 C&rfXA
l
WINDOW SCHEDULE...SU.N ROOM CONTRACTOR TO VERIFY ALL UNIT SIZES
MFR. SERIES
TYPE
QTY.
UNIT
ROOM UNIT SIZE
F
MATCH EXISTING
VERIFY
6
4
OPERABLE CASEMENT
VERIFY W/ OWNER
107
SEE BELOW
I
MATCH EXISTING FRAME COLOR
II O (
INTERIOR AND EXTERIOR
GLASS: IG -LOW E, 3/4" INSUL.
JAMB DEPTH: 6 9/1:6„
2'-1_- 0
OF i (PE 6
OPERABLE CASPMENT
I
VERIFY MANUFACTURER
Bill and Maxeen Claymon Residence
1090 Laurelwood, Carmel, IN
ISSUED FOR CONTRACTOR PRICING
ISSUED FOR CONSTRUCTION
i
MAIN LEVEL
FLOOR PLAN
DRAWING NUMBER:
November 19, 2004
DRAWING ISSUE DATE:
04.213
PROJECT FILE NUMBER:
(fs,typi(ml Roo
iW w For
ernperotl.Ire
HUlridity Cc
E:c:WiPM-3IT: i.
Spcicl3
(\/e:rity- A f c
103
LAUNDRY ROOM
8" CERMAIC TILE
TILE BASE
1/2" GYPSUM BD.
3 1//4' STAIN GRADE
5/8" GYP. BD.
EGGSHELL PAJNT
g'-0
VERIFY SELECTION
EGGSHELL PAINT
VERIFY SPECIES
W/ OWNER
104
OFFICE
GRADE
4- STAIN RADE
EGGSHELL PAINT
9'-0°
VERIFY SELECTION
VERIFY SPECIE
EGGSHELLSUM PAINTTD
VERIFY SPECIES
W/ OWNER
BASE/ SHOE
105
SITTING AREA
CARPEIFY
STAIN GRADE
LSPAINUM BD
/ 4" STAIN GRADE
EGGSHELL PAINT
DE
VERIFY SPEC" STAIN IES
9,-0.
SELECTION
VERIFY SPECIES
EGGSHELL
VERIFY SPECIES
W/ OWNER
BASE SHOE
EXISTING
EXISTING
EXISTING
106
MASTER BEDROOM
CARPET
5 1 4 " STAIN GRADE
EXISTING
EXISTING
VERIFY SELECTION
VERIFY SPECIES
W/ OWNER
BASE SHOE
107
SUNROOM
EXPOSED AGGREGATE
5 1/4 " STAIN GRADE
1/2" GYPSUM BD.
3 1 4- STAIN GRADE
5/8" GYP. BD.
EGGSHELL PAINT
6" STAIN GRADE
VERIFY SPECIES
9.-0.
RESURFACE EXISTING SLAB
IF REQUIRED FOR MATCH
VERIFY SPECIES
EGGSHELL PAINT
VERIFY SPECIES
108
MASTER BATHROOM
E�IRIR
TILE BASE
FY LSELECTION
W/ OWNER
109
PANTRY / LAUNDRY
EXISTING
EXISTING
1/2" GYPSUM BD.
EXISTING
5/8" GYP. BD.
EGGSHELL PAINT
EXISTING
PANTRY UNIT
REMOVE / RE—INSTALL
EXISTING CABINETS
EGGSHELL PAINT
INSTALL WASHER / DRYER
ROOM FINISH SCHEDULE — UPPER LEVEL
ROOM ROOM NAME FLOORS WALLS CEILINGS BUILT-INS REMARKS
FINISH BASE FINISH CASING(S) FINISH CROWN HEIGHT
201 BEDROOM N/A N/A VERIFY GYPSUM
FINISH BD. 3 1/4' POPLAR VERIFY FINISH BD. VERIFY NeOY)
(IF REQUIRED)
_=O'_'RIGF•T '_RCTECTION NOTICE:
All ieipn d'a'i`gs, construction documents
and sprcilicot' rs furnished by William
-oo::e-s-m. trc` le�:t are and shall remain the
pro::erl) cf lFe Architects. They are to be
jee:: ;rly 1::r the construction of this project.
I --IAS\/ (=:)(== Q TAE B EE CSN
2900 West Torquay Road; 'Muncie. Indiana 47304-3229; Phone & Fax: 765-289-7889 iwi�&AWE
INTERIOR DOORS - GENERAL NOTES
—FOR DOOR WIDTHS SEE SHEET A2.
—VERIFY ALL DOOR SWINGS WITH SHEET A2.
—FOR DOOR MATERIAL AND FINISH
—ALL INTERIOR DOORS TO BE SIMPSON OR EQUAL
DOUBLE PANEL DOORS, PAINT GRADE POPLAR
WITH A SEMI—GLOSS FINISH.
VERIFY W/ OWNER
—FOR DOOR HINGE AND HARDWARE
—USE BALDWIN IMAGES
MATCH STYLE, METAL, AND COLOR (: F EXISTING HARDWARE
—FOR CEDAR CLOSET DOOR
—DOOR DESIGN MUST ADDRESS EFF'CIENCY
OF TEMPERATURE AND HUMIDITY CONTROL EQUIPMENT
Bill and Maxeen Claymon Residence
1090 Laurelwood, Camel, IN
ISSUED FOR CONTRACTOR PRICING
ISSUED FOR CONSTRUCTION
ROOF
PLAN
A3
DRAWING NUMBER:
November 19, 2004
DRAWING ISSUE DATE:
04.213
PROJECT FILE NUMBER:
I In —U
II I I I
iSunroom x erasion
New Addition Remodeled Office Space
L. -J-
- -------------- --______ _____________________-- T-
I
---------- ----------------------------------------------------—- - - - - -- - - -
------------ —am - -T-----------I
---------------------------------------------------------------
----------------------------------------------------
---- -- - -
(`�,
Front Elevation
�E4 SCALE: 1/411 = V-0"
--------------------------------
I (Verify)
L-----L-------------------------------------------------I I---------- --
r 2L Back Elevation
A4 SCALE: 1/4" = 1'-0"
COPYRIGHT PROTECTION NOTICE:
All design drawings, construction documents
and specifications furnished by William
Tobberson, Architect are and shall remain the
properly of the Architects. They are to be
used only for the construction of this project.
i 1i 1 1 rcerrlUUt1UU IVIUJLCf ocUl UU111
----------- I -------------- 1-----j-----------------L-----Jl---------------------1-L----J-�-------------------------------------------1-------------_- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
0 77Xk ESEE (=r%%J
2900 West Torquay Road; Muncie, Indiana 47304-3229; Phone & Fax: 765-289-7889'/
Bill and Maxeen Claymon Residence
1090 Laurelwood, Carmel, IN
ISSUED FOR CONTRACTOR PRICING
ISSUED FOR CONSTRUCTION
Upper Level Ceiling
EL. 18'-3" (Verify)
Upper Level Floor
EL. 10' —3" (Verify)
Main Level Ceiling
EL. 9' —3"
Top of Floor
EL. 0'-0"
Upper Level Ceiling
EL. 18'-3" (Verify)
Upper Level Floor
EL. 10' —3" (Verify)
Main Level Ceiling
EL. 9' —3"
Top of Floor
EL. 0'-0"
BUILDING
ELEVATIONS
A4
DRAWING NUMBER:
November 19, 2004
DRAWING ISSUE DATE;
04.213
PROJECT FILE NUMBER:
0
I 9'-0" I-) Z — I I ----
New Addition I New Addition I I l --
-----io-------------_-.-------------------- L.J—_,----------- LJ— I---'—_..-_._._'----__---'-----------_.—_..—,_—._---__—_-------- l._..1—.T—_-----__.-------_--__---
r-L�--t------------------ r- - ` -`----
II - ----.J------ -f-------I-1- I---------------------------I----------------------------------------------------t ---- --------------------- -------1----J
L -----L----------------- ----------------------------------------- ----------------- - -
- - -- -----
Side Elevation
A5 SCALE: 1/4" = 1'-0"
I
Remodeled Space I l l
t-- -�------------------------------ ----------
----------------
----�
--------
--------------------- --------- ----- -- ------ ----- _C�
(--�2 Side Elevation
A5 SCALE: 1/4" = 1'-0"
HAS\/\/c-Dc0 —rxk �RI.— C7t`%%J
2900 West Torquay Road; Muncie, Indiana 47304-3229; Phone & Fax: 765-289-788'-i
COP"R GHT PRO-=CTION NOT CE:
All design cravings, constmclian decUnlents
and saeciiicat'ons (.iriished by tlilliarr
Tobovson, Architect ve and shall erloin the
P-Oaerly of t -e Arcnilects. -iey a,e to be
used or.y for the corstructior of ;,is p,oject.
BillMaxleen ClaymonAk
1090 Laurelwood, Carmel, IN
ng
fy)
lr
rify)
9
_ Upper Level Ceiling
EL. 18'-3" (Verify)
U er Level Floor
::
EL. 10' —3" (Verify)
_ Main Level Ceiling i�
ELN' —3"
Top of Floor
EL. 0'-0"
ISSUED FOR CONTRACTOR PRICING
ISSUED FOR CONSTRUCTION
BUILDING
ELEVATIONS
A5
DRAWING NUMBER:
November 19, 2004
DRAWING ISSUE DATE:
04.213
PROJECT FILE NUMBEP
� Section Through Master Closet
SCALE: 1/4" -_ V-0"
--0"
ing
ify)
)r
rify)
Ig
_:OFYR SH'__RO(E-_1-I0•d •1011ICE__
II ds';r (rid -3s, -ow:rie'cn dec-reits
nd ;pc: i6c:c tio- . i -ndied iy
labo':,so', A• ch':.cl :re and sh, I -(mo' i Ih
I ro),-rfy of the •-.rc•, :e:::. They o•t h be
.zed ow (o' l cc •slr iclic n C h- 3 ojec 1.
-------------
2 Section Through Master Bedroom
A6 SCALE: 1/4" = —0"
Q 77AEB C r1%%j
2900 West Torquay Road; Muncie, !ndiana 47304-3229; Phone & Fax: 765-289-7889 � of
Bill and Maxeen Claymon Residence
1090 Laurelwood, Carmel, IN
ing
ify)
)r
rify)
!g
I
BUILDING
SECTIONS
A6i
DRAWING NUMBER:
ISSUED FOR CONTRACTOR PRICING November 19, 2004
ISSUED FOR CONSTRUCTION DRAWING ISSUE DATE:
04.213
PROJECT FILE NUMBER:
30 year, 300 psf mir
Class A Fiberglass
Dimensional Shingle T
Match Existing, over
Building Paper, 5/8"
Rated Roof Sheathing
Plyclip 16" o.c. atop
2X8 Yellow Pine Roof
Rafter @ 16" o.c.
Aluminium Drip Edge
over Ice & Water
Shield Starter Course
5" Aluminum Gutters
& 4"x6" Aluminum
Down Spouts
2x Fascia Baker w/
2x4 Soffit Rafter an(
2x Blocking w/ 5/4'
Cedar Paint Grade
Freize Board
Continuous Soffit Ver
Brick Detail or LimeE
Surround to Match E
i
I
Rake all Mortar Joints 1/4"
BrickTies @ 16" o.c. Vertical &
32" o.c. horizontal
Flashing w/ Mortar Net and We(
Holes @ 48" o.c. to Overlap Ice
Water Shield. Grout Cavity Solid
Flashing
Rusticated Limestone Block \
Matched and Aligned with Existir
(Minimum Two Courses)
V iJi"il��✓""-
i
Ice and Watershield
to Overlap
Foundation Proofing
and wrap ti
l Window Sill
l
Foundation Proofing
to wrap fro
side of Ftg. to 2x6
Treated Pla
Reinforced Concrete
Masonry
Foundation Wall 10"
thick w/ 4
Ledge, Reinforcing Bars @ 24"
vertical, w/ #4 Reinfor. Bar 32
I Horizontally, lap, tie
Bars 12" r
Key into Ftg.
i
6 mil Vapor Barrier Membra
Drainage Mat
Concrete Mortar Wash Cove
@ Intersection of Wall and
Footing for Damp Proofing
to lap Footing
6" minimum cover of Gravel
Crushed Stone around Filter
and 6" Perimeter Drain to E
Drainage placed next to top
COPYRIGHT PROTECTION NOTICE:
All design drowings, construction documents
and specifications furnished by William
Tobberson, Architect ore and sholl remain the
p•operty of the Architects. They are to be
used only for the construction of this project.
- 5/8" GypsumBoard on Ceiling
Screws at 12, o.c.
Level 4 Drywall Finish
Primed + 2 coats
painted
?x4 Structural Stud Wall
Tyvek House Wrap over 1/2"
xterior APA Rated Plywood
Sheathing w/ Vapor Retarder
:)n the Ext. 'aide 2x4 (SPF)
Stud Construction w/ 1
Bottom Plate, 2 Top Plates
3 1/2" R-15 Nu -Wool Wall
Spray Insulation System or
R-13 Batt Insulation
Level 4 Drywall Finish
?rimed + 2 coats
painted
Baseboard with
Base shoe when Required
Select Poplar - Paint Grade
.arpet over 5/8" Underlaymer
3/4" T&G APA Roted Plywood
2x12 Rim Joist with
202 or 12" TJI Floor Joists
On Treated 2x6 Sill Plate
w/3/4" T&G APA rated
Plywood Subfloor
6",12",3"x18" Galy. Metal
HVAC Duct or 10" dia.
Gely. Metal HVAC Duct
and 3 1/2" R-15 Nu -Wool
Wall Spray Insulation System
or R-13 Batt Insulation
as Required
Typical Wall Section
SCALE: 1 1/2" = V-0"
12" Anchor Bolts @ 48" O.C.
Top of_ -
Double Plate_
APP• 9'-4 1/2"
(Ceiling Height and
Soffit Condition
To Match Existing)
I
I
I
I
I
I
I
I
I
Reinforced Concrete
Masonry Foundation Wall.
10" thickness w/ 4" Brick
Ledge, Reinforcing Bars @ 24" o.c.
vertical, w/ # 4 Reinfor. Bar 32"
c.c. Horizontally, lap, tie Bars 12" min.
Key Foundation Wall into Footing
6 mil Vapor Barrier
Membrane
Bottom of Footing to be 36" below Finished
Grade, (3) #5 Rebar Horizontal in Footing.
Turn #4 dowels @ 32" o.c. into Foundation
Wall. Footing to be on undisturbed earth or
Engineered Compacted Fill to 95% Dry
Density in Accordance with ASTM D-1557.
Assume 3000 psf Design Load 3000 psf
Allowable Bearing Pressure. Soil Report by
Geo-Techical Co. will Determine Final
Foundation Design.
30 year, 300 psf mit
Class A Fiberglass
Dimensional Shingle= T
Match Existing, over
Building Paper, 5/8"
Rated Roof Sheathing
Plyclip 16" o.c. atop
2X8 Yellow Pine Roof
Rafter @ 16" o.c.
Aluminium Drlp Edge
over Ice & Water
Shield Starter Course
5 Aluminum Gutters
& 4"x6" Aluminum
Down Spouts
2x Fascia Baker w/
2x4 Soffit Rafter artc
2x Blocking w/ 5/4"
Cedar Paint Grade
Freize Board
Continuous Soffit Ver
Veneer Stucco Finish To Match I
30 year, 300 psf min.,
Class A Fiberglass
Dimensional Shingle To
Match Existing, over 30
Building Paper, 5/8"
APA Rated Roof
Sheathing w/ Plyclip
16" o.c. atop of 2X8
loor Yellow Pine Roof Rafter
@ 16" o.c.
Top of Foundation Wall
-1'-1 1/2"
HAS\N a ® `TAE3 EE OtO!
2900 West Torquay Road; Munce Indiana 47304-3229; Phone & Fax: 765-289
Existing Roof Structure
New Ceiling Structure attached
to existing Rim Joist
Existing Exterior Studwall Locati(
Verify Bulkhead / Beam RequirE
w/ Architect & Structural Engin
� Upper Level Wall Detail
SCALE: 1 11/2" = V-0"
Bill and Maxeen Claymon Residence
1090 Laurelwood, Carmel, W
1" Gypsum Board on Ceiling
sws at 12" o.c.
�1 4 Drywall Finish
ned + 2 coats
)ted
2x4 Structural Stud Wall
Tyvek House Wrap over 1/2
Exterior APA Rated Plywood
Sheathing w/ Vapor Retarder
on the Ext. Side 2x4 (SPF)
Stud Construction w/ 1
Bottom Plate, 2 Top Plates
Level 4 Drywall Finish
Primed + 2 coats
painted
Existing Floor Plate
and Rim Joist
ISSUED FOR CONTRACTOR PRICING
ISSUED FOR CONSTRUCTION
WALL SECTION
DETAILS
A7
DRAWING NUMBER:
November 19, 2004
DRAWING ISSUE DATE:
04.213
PROJECT FILE NUMBER:
I i
� Master Closet Floor Plan
B 1 SCALE: 1/2"
4 Closet Island Elevations
B SCALE: 1/2" = 1'-0"
COPYRIGHT PROTECTION NOTICE:
All design drawings, construction documents
and specifications furnished by William
Tooberson, Architect are and shall remain the
properly of the Architects. They are to be
used only for the construction of this project.
R
00
I �
1
00
3'-8"
00
00
l
3'-0" 3' 0„
i I i
2'-0"
Master Closet Elevation
B 1 % SCALE: 11/ 2 = 1.-U
1
N
O
I
0
I
e`
1� GD
co 1
_ i+')
Lu
00
zi t�
Master Closet Elevation
SCALE: 1/2" = 11'-0"
I—IAR\/V(ZD Q TACE E=— C.OtN%%J
2900 West Torquay Road, Muncie, Indiana 47304-3229; Phone & Fax: 765-289-7889 MwXW;
q Y
3'—p„ 1 ,-8„ 3._0)1 2'-0„ 2,_0„
I I
I !
V_0„ 3'-0„
I ,
9
I
1 — i 0" 4'-2" 1 —10
Master Closet. Elevation
Master Closet Elevation
1 SCALE: 1;12"
Bill and Maxeen Claymon Residence
1090 Laurelwood, Carmel, IN
ISSUED FOR CONTRACTOR PRICING
ISSUED FOR CONSTRUCTION
INTERIOR
ELEVATIONS
i
i
I
DRAWING NUMBER:
November 19, 2004
DRAWING ISSUE DATE:
04.213
PROJECT FILE NUMBER:
i
��ILNI�IOI�IN�I�1�
I
C
ii
� J
I
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M
r
II
I
1
I
o
e
I Ir
�
{
1
- r�11IJ•��_�.�r
I i
� Master Closet Floor Plan
B 1 SCALE: 1/2"
4 Closet Island Elevations
B SCALE: 1/2" = 1'-0"
COPYRIGHT PROTECTION NOTICE:
All design drawings, construction documents
and specifications furnished by William
Tooberson, Architect are and shall remain the
properly of the Architects. They are to be
used only for the construction of this project.
R
00
I �
1
00
3'-8"
00
00
l
3'-0" 3' 0„
i I i
2'-0"
Master Closet Elevation
B 1 % SCALE: 11/ 2 = 1.-U
1
N
O
I
0
I
e`
1� GD
co 1
_ i+')
Lu
00
zi t�
Master Closet Elevation
SCALE: 1/2" = 11'-0"
I—IAR\/V(ZD Q TACE E=— C.OtN%%J
2900 West Torquay Road, Muncie, Indiana 47304-3229; Phone & Fax: 765-289-7889 MwXW;
q Y
3'—p„ 1 ,-8„ 3._0)1 2'-0„ 2,_0„
I I
I !
V_0„ 3'-0„
I ,
9
I
1 — i 0" 4'-2" 1 —10
Master Closet. Elevation
Master Closet Elevation
1 SCALE: 1;12"
Bill and Maxeen Claymon Residence
1090 Laurelwood, Carmel, IN
ISSUED FOR CONTRACTOR PRICING
ISSUED FOR CONSTRUCTION
INTERIOR
ELEVATIONS
i
i
I
DRAWING NUMBER:
November 19, 2004
DRAWING ISSUE DATE:
04.213
PROJECT FILE NUMBER:
i
1 5 3
B2 82
,r
Office Floor Plan
SCALE: 1/2" = 1'-0"
At: design drowings, construction documents
and speci:;cations furnished by William
Tcbberson, Architect ere and shat; remain the
prooerly of the Architects. They are to be
used only for the corslruclion of .his project.
c
Q
9 1/2"
3'-11" 2'-8 1/2"
I i 1' 11"
3'-0 3/4" 1 2'-4 11/4"', 1'-10"
13'110 1/2"
2 Office Wall Elevation
B2 / SCALE: 1/2" = 1'--0"
0 '011
19
c
Q
9 1/2"
3'-11" 2'-8 1/2"
I i 1' 11"
3'-0 3/4" 1 2'-4 11/4"', 1'-10"
13'110 1/2"
2 Office Wall Elevation
B2 / SCALE: 1/2" = 1'--0"
2'-6"
1'-10" ii 1'-6" 1
9 1/2"
4'-1/411 1'-6" 3'-5 1/41' - --1'-6"
4 Office Wall Elevation
B2 SCALE: 1/2" = 1'-0"
2900 West Torquay Road; hAuncia. Indiano 47304-3229; Phone & Fax: 765-28'-78x',9
A
•
11
B and Maxeen
Office Wali Elevation
/ `CALF: 1/2" = 1"-U
- — 2 4" I V-0" I 4' —.0„ 1 i 1/2"11, [j'
9'-3 1/2"
Office Wall Elevation
B2 /- SCALE: 1/2" = 1"-0""
1090 Laurelwood, Carmel, IN ISSUED FOR CONTRACTOR PRICING
ISSUED FOR CONSTRUCTION
INTERIOR
ELEVATIONS
I
I
I
E
DRAWING NUMBER:
November 19, 2004
DRAWING ISSUE DATE:
04.213
PROJECT FILE NUMBER:
--i
2'-6"
1'-10" ii 1'-6" 1
9 1/2"
4'-1/411 1'-6" 3'-5 1/41' - --1'-6"
4 Office Wall Elevation
B2 SCALE: 1/2" = 1'-0"
2900 West Torquay Road; hAuncia. Indiano 47304-3229; Phone & Fax: 765-28'-78x',9
A
•
11
B and Maxeen
Office Wali Elevation
/ `CALF: 1/2" = 1"-U
- — 2 4" I V-0" I 4' —.0„ 1 i 1/2"11, [j'
9'-3 1/2"
Office Wall Elevation
B2 /- SCALE: 1/2" = 1"-0""
1090 Laurelwood, Carmel, IN ISSUED FOR CONTRACTOR PRICING
ISSUED FOR CONSTRUCTION
INTERIOR
ELEVATIONS
I
I
I
E
DRAWING NUMBER:
November 19, 2004
DRAWING ISSUE DATE:
04.213
PROJECT FILE NUMBER:
WINDOW CASING
3/4" x 3-1/4"
MATCH EXISTING PROFILE
CCPYR 3HT PROTECTION NOTICE:
NII design cravings, construction documents
cnc specifications furnished by William
—abaersv, Architect are and shall remain the
proaerly of lie Architects. They ore to be
used only for the construction of this project.
Typical Window Trim Detail
g 3 SCALE: 1:1
DOW APRON
/4" x 5-1/4"
Sill 3/4" x 2-1/4"
"CH EXISTING PROFILE
BASEBOARD
11/16" x 5-1/4"
Cut Bottom of Profile to
Achieve 5-1/4" Dimension
MATCH EXISTING PROFILE
1
Paint Gypsum board
I Ceiling Between
Crown and Extension
to match Trim Color
• I
,I
l .
CROWN MOULD
1-1/4" x 5-1/4"
MATCH EXISTING PROFILE
CROWN MOULD EXTENSION
Baseboard Profile
11/16" x 5-1/4"
Cut Bottom of Profile to
Achieve 5-1/4" Dimension
MATCH EXISTING PROFILE
2 Typical Crown Detail
• B 3 SCALE: 1:1
.,, N
HARVVC=)OC) Q -i'A�EE CDtO!
2900 West Torquay Road; Muncie, Indiana 47304-3229; Phone & Fax: 765-289-786'1
I
CROWN MOULD
1-1/4" x 5-1/4"
MATCH EXISTING PROFILE
Coffer Beam Detail
SCALE: 1:1
PROFILE
/4"
Profile to
V' Dimension
ioe W11
IG PROFILE
ilaster Base Detail
"ALE: 1:1
per
-Ig
Bill and Maxeen Claymo.n Residence
1090 Laurelwood, Carmel, IN
WINDOW APRON
1-1/4" x 5-1/4"
Add Sill 3/4" x 2-1/4"
MATCH EXISTING PROFILE
BASEBOARD
11/16" x 5-1/4"
Cut Bottom of Profile to
Achieve 5-1/4" Dimension
Verify Base Shoe W/
finish Schedule
MATCH EXISTING PROFILE
r5� Typical Trim Detail
1 R 3 / SCALE:
Use Rosin Paper
or 30# Building
Felt under all
Wood Floors
ISSUED FOR CONTRACTOR PRICING
ISSUED FOR CONSTRUCTION
MILLWORK
DETAILS
B3I
i
DRAWING NUMBER:
November 19, 2004
DRAWING ISSUE DA E:
04.213
PROJECT FILE NUMBER:
:A'YF. GHT PROTECTION 'JOTICE:
,.I desico droyirgs, construction do:UMEIIS
cnd speci°icalions funisl•ed by William
Tcbbe,so1, lirchilecl cre and shall remain tie
properly of the drehi;ec:s. They ore to be
used onli fo, tie c_rs riclion cf this roject.
B�R9Ca�O!
2900 West Torquay Road; Muncie, Indiana 47304-3229; Phone & Fax: 765-289-7889
Bill Maxeen Claymon Residence
1090 Laurelwood, Carmel, IN ISSUED FOR CONTRACTOR PRICING
ISSUED FOR CONSTRUCTION
AS BUILT
FLOOR PLAN
November 19, 2004
DRAWING ISSUE DATE;
04.213
PROJECT FILE NUMBER.
Front Elevation
Ab 4 SCALE: 1/4" = 1 '-0"
COP"EIGHT PROTECT ON NOTICE:
All ds'cn drmw'ngs. censlucG-n documents
on:l specifcoliais 'urnshed by William
To:.be'son, Arc-'lecl c -e and sl -al! remoin the
proper.; of the Archileas. They are to be
used orly =or .ie-or,struction of :his oroject.
2 Back Elevation
Ab4 SCALE: 1/"" = 1'-0"
HAR�IvC�C�C� Q
2900 West Torquay Pnad; ",?Iunc e, Indiana 47304-3229; Phone & Fax: 755-289-7%;89
4
Bill and Maxeen Claymon Residence
Upper Level Ceiling
EL. 18'-3" (Verify)
U er Level Floor
EL. 10' —3" (Verify)
Main Level Ceiling
EL. 9' —3"
Top of Floor
} EL. 0'-0"
} Upper Level Ceiling
EL. 18'-3" (Verify)
Upper Level Floor
EL. 10' —3" (Verify)
Main Level Ceiling
EL. 9' —3"
Top of Floor
EL. 0'-0"
1090 Laurelwood, Carmel, IN ISSUED FOR CONTRACTOR PRICING
ISSUED FOR CONSTRUCTION
November 19, 2004
DRAWING ISSUE DATE:
04.213
PROJECT FILE NUMBER:
Side Elevation
�Ab5)SCALE: 1/4"
ing
ify)
)r
�rify)
g
_COV(P.ICI--' PROTEC-1011 NOTICE:
AI dosigr d•imincs, construcl'on d0clme9i5
cid specficolions fjrnisF!d by 4!'llion
Tebbe•sen, kichilecl •-.re and shcI remoi- the
prope-ty of the Archi'e0-. They ore to 9e
L;ec any fer the co! str_clion o` lhi; p,ojecl.
r -2 - Side Elevation
Abs SCALE: 1/ = 1'-0"
HA -- \/VCDOC7 () T'ABBE=—R
2900 West Torquay Road; Mur, -ie, Indiana 47304-3229; Phone & Fax: 765-289-7889 ,/�
6
Bill and Maxeen Claymon Residenc,.
1090 Laurelwood, Carmel, IN
ing
ify)
>r
rify)
g
BUILT r
VATIONS
DRAWING NUMBER:
ISSUED FOR CONTRACTOR PRICING November 19, 200
ISSUED FOR CONSTRUCTION DRAWING ISSUE DATE:
04.213
PROJECT FILE NUMBE
a