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GENERAL. NOTES
1. CONSTRUCTION SMALL CONFORM TO ALL APPLICABLE NATIONAL,
STATE AND MUNICIPAL BUILDING AND SAFETY CODES, LATEST
EDITION AND REVISIONS.
2. CONTRACTOR SMALL VERIFY ALL JOB SITE CONDITIONS AND
DIMENSIONS PRIOR To SUBMITTING ANY BID. ANY DISCREPANCY
AND/OR ERROR SHALL BE IDENTIFIED IMMEDIATELY FOR THE
ARCHITECT PRIOR TO THE SUBMI5510N OF BIDS,
3. CONSTRUCTION DETAILS NOT SPECIFICALLY SHOWN SHALL BE
CONSTRUCTED IN ACCORDANCE WITH DETAILS SWM FOR 51MILAR
CONDITIONS AND MATERIALS. MINOR MODIFICATIONS MAY BE
REQUIRED TO SUIT PARTICULAR JOB CONDITIONS AND SMALL BE
INCLUDED AS PART OP TME WORK
4. TME CONTRACTOR 514ALL VERIFY AND COORDINATE ALL MECHANICAL
AND ELECTRICAL EQUIPMENT AS To WEIGHT AND EXACT LOCATION
OF THE NECESSARY STRUCTURAL SUPPORTS. IF EQUIPMENT
DEVIATES IN LOCATION, SIZE, OR WEIGHT FROM TWAT SPECIFIED,
THE CONTRACTOR SMALL NOTIFY THE CONSULTING ENGINEER AND
OBTAIN WRITTEN APPROVAL PRIOR TO PURCHASE AND INSTALLATION.
THE CONTRACTOR SMALL BE RE5PON51BLE FOR THE APPROVED
ALTERATIONS, OR 5UBSTITUTIONS.
5. CONTRACTORS SHALL COOPERATE WITH OT14ER TRADES TO OBTAIN
TME MOST PRACTICAL ARRANGEMENT OF EQUIPMENT, PIPING,
CONDUIT, DUCTWORK, LIGHT FIXTURES, ETC. TO MAINTAIN MAXIMUM
CLEARANCE AND ACCESSIBILITY.
6. ALL DECISIONS A5 TO COLOR, TEXTURE, DESIGN, AND INTERPRETATION
OF THE CONTRACT DOCUMENTS ARE THE RESPONSIBILITY OF THE OWNER
ANY QUESTIONS BY ANY CONTRACTOR OR SUB -CONTRACTOR IN THIS REGARD
SMALL BE REFERRED TO THE OWNER
1. THE CONTRACTOR SMALL BE RESPONSIBLE FOR ALL MATTERS
RELATING TO JOB AND BUILDING SAFETY FOR THE LENGTH OF THE
WORK HE SMALL PROVIDE ADEQUATE PROTECTION OF PERSONS
AND PREMISES IN ACCORDANCE WITH THE CURRENT UBC, *PA,
0514A AND OTHER REQUIREMENTS FOR T1416 TYPE OF WORK,
INCLUDING ADA.
8. FRAMING DIMENSIONS ARE TO THE FACE OF STRUCTURAL MEMBER
OR STUD.
9. CMU DIMENSIONS ARE TO THE FACE OF CMU. SPLIT FACE OR
FLUTED CMU DIMENSIONS ARE TO THE FACE OF THE REGULAR CMU
OF TME FOUNDATION WALL.
10. OPENIWAS NOT LOCATED WITH A DIMENSION OR WALL ADJACENT
SMALL BE CENTERED IN THE WALL OR ROOM IN WHICH THEY ARE
LOCATED.
11. WALL AND CEILING PENETRATIONS SMALL BE PROPERLY SEALED
AND PROTECTED PRIOR TO THE WALL FINISH INSTALLATION.
12. THE ARCHITECT AND THEIR CONSULTANTS ASSUME No LIABILITY FOR
TME ACCURACY OF ANY OWNER SUPPLIED DATA OR PRODUCTS.
CONTRACTOR SHALL FIELD VERIFY DIMENSIONS AND VISIT THE SITE
PRIOR TO START OF CONSTRUCTION IN ORDER TO THOROUGHLY
ACQUAINT HIMSELF WITH EXISTING CONDITIONS.
13. THE OWNER/ARCHITECT AGREEMENT
DOES NOT INCLUDE MECHANICAL ENGINEERING,
ELECTRICAL ENGINEERING, OR LANDSCAPE DESIGN.
14. THE WORK SHALL CONFORM IN EVERY MANNER TO ALL CURRENT
APPLICABLE CODES, REGULATIONS, STATUTES, AND LAWS INCLUDING,
BUT NOT LIMITED TO, LIFE SAFETY CODE, UNIFORM BUILDING CODE,
OSHA, AND ASTM STANDARDS.
15. EXISTING CONDITIONS HAVE BEEN OBTAINED FROM TME
OWNERS DOCUMENTS AND ARE NOT FIELD VERIFIED.
DO NOT USE INFORMATION OR ASSUME ITS ACCURACY WITHOUT A
SITE VI51T AND FIELD VERIFICATION.
16. OBTAIN APPROVAL FROM STATE OF INDIANA, COUNTY, OR
ADJACENT PROPERTY OWNERS PRIOR TO ENTERING THEIR PROPERTY
OR RIGHT-OF-WAY.
IT CONTRACTOR SMALL KNOW LOCATION OF ALL EXISTING UTILITIES
PRIOR TO TME START OF ANY WORK. SUCH LOCATION SMALL BE
VERIFIED AND WORK RELATED INCLUDED IN ANY BID.
IS LOCATE AND EXPOSE ALL PROPERTY CORNER PINS PRIOR TO ANY
WORK
M. TME ARCHITECT AND TME CONSULTANTS SMALL WAVE NO
RESPONSIBILITY FOR THE DISCOVERY, PRESENCE, HANDLING,
REMOVAL, OR DISPOSAL OF OR EXPOSURE OF PERSONS TO
HAZARDOUS MATERIALS IN ANY FORM AT THE PROJECT SITE,
INCLUDING BUT NOT LIMITED TO, ASBESTOS, ASBESTOS PRODUCTS,
POLYCHLORINATED BIPWENOL (PCB), OR OTHER TOXIC SUBSTANCES.
THIS IS THE RESPONSIBILITY AND LIABILITY OF THE OWNER
20. THESE DRAWINGS, PROVIDE TME CONSTRUCTION
DOCUMENTS FOR THIS PROJECT.
21. ALL EXTERIOR ELEVATIONS NOT INDICATED ON ARCHITECTURAL OR
STRUCTURAL SHALL MIN. 8" BELOW FINISH FLOOR.
22. BOUNDARY SURVEY BY "WEIHE ENGINEERES INC."
NO, UM0314 02 MAY 2000
23. TOPOGRAPHIC SURVEY BY THE SCHNEIDER CORPORATION, INDIANAPOLIS, IN
NO.: 3441.001, DATED 9101/00.
CODE 4 ZONING 5A5I5
ZONING
51
CLAY TOWNSHIP
HAMILTON COUNTY, INDIANA
PHONE "PERMIT SERVICES" 311 571 2444
CODE
CODE: INDIANA STATE BUILDING CODE
REQUIREMENTS
SNOW LOAD
30 P8F
DECK LIVE LOAD
60 PSF
FLOOR LIVE LOAD
40 PSF (RESIDENTIAL)
GARAGE LIVE LOAD
50 P5F
SEISMIC
ZONE I
WIND LOAD
80 MPH, EXPOSURE C
OCCUPANCY
SINGLE FAMILY RESIDENCE
UBC R-3
CONSTRUCTION
TYPE VN
PROJECT INFORMATION
OUJNER
ANDY t RUTHELEN BURNS
8028 MORNINGSIDE DRIVE
INDIANAPOLIS, INDIANA 46204
TELEPHONE 31'1-255-1203 NOME
311-624-1000 OFFICE
CONTRACTOR
T.B.D.
LOCATION
12600 SHELBORNE RD.
WEST CARMEL, INDIANA
46032
ARCHITECT'S CONSULTANTS
5TRUCTURAL
RED MOUNTAIN ASSOCIATES
P.O. BOX 1211
TAOS, NM 81511
(505) 151-1530 FAX: (505)151-7529
EMAIL: rmataosslaplaza.org
CONTACT: CODY WEST
SECOND FLOOR
KEY PLAN - EXISTING MOUSE
NO SCALE
DRAWING INDEX
COVER SHEET
BOUNDARY SURVEY � �
:gre)x. ,, t S o qnS
51TE PLAN CONS- o
WS451
00 kjQ3
STRUCTURAL
5-1 FOUNDATION PLAN AND FRAMING PLANS
5-2 DETAILS
ARCHITECTURAL
A-1
DEMOLITION PLANS
A-2
1/8" BUILDING PLANS
A-3
FIRST FLOOR PLAN
A-4
SECOND FLOOR PLAN
A-5
EXTERIOR ELEVATIONS
SCHEDULES
BUILDING SECTIONS
A-6
ROOF PLAN
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ROOF FRAMING PLAN
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BRIDGE FRAMING
A-1
KITCHEN ELEVATIONS
A-8
BED AND BATH ELEVATIONS
DESIGN
!REPLACE DRAWINGS
A-9
DETAILS
A-10
DETAILS
A-11
SCHEDULES
FIRST FLOOR
THE INCORPORATED DRAWINGS. DESIGNS, AND WORMATION CONTAINED HEREIN ARE THE
PROPERTY OF THE ARCHITECT, GARY A. EMBLER , AND OF THE AMERICAN DESIGN GROUP INC -
THEY ARE NOT TO BE COPIED, REPRODUCED, OR OTHEIBWISE DISPOSED OF, DIRECTLY OR
INDIRECTLY, AND ARE NOT TO BE USED IN WHOLE OR IN PART TO ASSIST IN THE MAKING OF OR
TO FURNISH ANY INFORMATION FOR THE MAKING OF OTHER PROPOSALS, DESIGNS, DRAWINGS,
PRINTS, OR COPIES WHATSOEVER, WITHOUT THE EXPRESS UIRITTEN PERMISSION OF GARY A.
EMBLER AND THE AMERICAN DESIGN GROUP NC_
COPYRIGHT 2001 GARY A. EMBLER AND THE AMERICAN DESIGN GROUP INC.
SET NO,
,
//�Ay\\�\�//���'��/���(C�. . j\((may, /n�\
i iliYY1 RICAN
DESIGN
P
GROUP
i
P.O. BOX 2M'5
EL PRADO, NIl 81529
RDDGGEARTHLINKNET
PHONE: 505-116-2161
FAX: 505-116-0091
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COVER SWEET
PROJECT: 0011
DRAU,N BY: JMK
DATE:
14 MAY, '01
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North line of the Southeast Quarter of Section 30, Township 18 North, Range 3 East S 89'47'09" W 2624,49
ADOPTED JAN. 1. 1970 BY: CHICAGO TITLE INSURANCE CO. Policy No.
LAWYERS TITLE INSURANCE CORP. (FOR TITLE CO. USE)
PIONEER NATIONAL TITLE INSURANCE CO. '
Northwest corner of the Southeast Quarter Of
ADOPTED JAN. 16, 1970 BY: INDIANA SOCIETY OF PROFESSIONAL LAND SURVEYORS 1
Northeast corner of the Southeast Quarter of I
ADOPTED OCT. 27. 1970 BY: INDIANA LAND TITLE ASSOCIATION Section 30, Township 18 North, Range 3 East Section 30, Township 18 North, Range 3 East
I (Found Mag Nail)
MINIMUM STANDARD DETAIL REQUIREMENTS ' Found Iron Pin) '
I 1
FOR INDIANA LAND TITLE SURVEYS I
1 GENERAL NOTES:
This certificate shall be executed by on Indiana Registered Land Surveyor and attached to and made o part of each Land Title Survey which is ' f
submitted for the purpose of inducing a Title Insurance Company to delete certain standard exceptions from Loan Policies (except single or double
1.) As used on this survey, certify means to state or declare a professional opinion of conditions regarding those
family residential tracts) or owners policies. The fallowing survey instructions establish the basis on whish the survey is to be performed and I
the certificate to be rendered. 1
1 facts or findings which are the subject to the certification and does not constitute a warranty or guarantee, either
1. Every parcel of land whose boundaries are surveyed by a licensed surveyor shall be made conformable with the record title boundaries of such
land. When it is necessary or desirable to revise or modernize the record description, it should be certified on the plat of survey that the real expressed Or implied.
estate in the revised'or modernized description is the some as or lies entirely within the record description, or it should be noted that the 1
record description is faulty or ambiguous and why. '
2. Show all monuments, stakes or marks found or placed and nate which were found and which were placed. Proof or establishment of all I 2.) This survey was prepared utilizing information shown in Schedule A and Schedule B of a commitment for title I
boundaries is of the utmost importance and it should be apparent. from an examination of the plat of survey, why the surveyor adopted the Insurance ISSUed by Stewart Title Services Of Indiana, Inc. as agent for Stewart Title Guaranty Company effective
location delineated. This often requires a showing of actual measured distances and bearings around the entre block and any monuments foundMarch 31 1999 as Commitment NO. 000501458. '
which indicate property lines. Where occupation alone is the chosen as the best possible location, enough ties to buildings, walls, fences, surveyor's '
monuments, etc. and there actual or estimated age, must be shown to indicate the pattern of occupation within the block. Interior parcel lines I I 01
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must clearly indicate contiguity, gores, and/or overlaps.
3. When the surveyor hos doubt as to the location on the ground of street or lot linea or monuments (far such as street and lot lines teeing ; 3.) The zoning classification and its requirements as established by governmental record has not been shown on
undefinable or indefinite because of insufficient monuments or morkera in the ground or where errors ore found to exist in the legal descriptions ( this survey plat.
or recorded plats) the surveyor shall clearly indicate the nature of the difficulty and give his professional opinion as to range and scope of N
difference possibly involved and the effect of some on the surveyed premises. I
4, Show any physical evidence of or near a boundary that is or appears to be o line of possession or occupation. This will include buildings, ' 4.) Based on a scaled interpretation of FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 180081 0006 C, '
fences, hedges, etc. Where there is no physical evidence of possession along the record line the survey shall note along that line "no physical
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for the City of Carmel, Indiana, as revised to M, -i,/ 19, 1981, the within dt✓sc:ribPd real estate IS NOT located in
evidence of line.• , 1 Special F-iocci r',.izUrd &-ea Zone A, as estabIis,-�r,,c. l y the Fcderai Emergency "."u.��;.yc.�.�c:'.rli '\, -icy for ls,` i'•1UtiUrlC:l i
5. Show the location, dimensions and type of all buildings on the surveyed property. Show their location by the shortest dimension to the '
Flood Insurance Program. The accuracy of any flood hazard statement shown on this survey plat is subject to the .0
t ck lines.
exterior boundaries and their relationship to any known se ba
6. As a result of having viewed the property with reasonable diligence, show any physical evidence of possible easements, such as roads, rights 1 Scale and t0 any uncertainty In the IaCatlOn Or elevation shown On the above referenced Flood Insurance Rate Map. z7
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of way, railroads, drains, telephone, or electric lines, water, sewer, oil or gas pipelines, driveways, billboards, etc., if they ore on or run 1
across the surveyed property and appear to serve the public or adjoining property owners. If there are any surface indications of underground Flood plain certification is restricted to a review of the latest revision of said Flood Insurance Rate Map, and shall E
easements, such as manholes. pipe line markers, sewer or drain outlets, etc., on (or near if pertinent) their surveyed property, show them. (� not be construed as a confirmation or denial of flooding potential.
I
7. In built-up areas with walls on the property line, show them, and indicate whether they are or appear to be independent or party walls. Show to ' N ' In
location and thickness of these walls. and if a building on the surveyed property appears to use a wall of adjoining premises show this. 07 ' .- Per information the Office o
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8. Show by dimension the extant of any apparent encroachments by buildings or other improvements appurtenant to the surveyed property or the on supplied by f the Hamilton County Drainage Board and/or the Office Of the � I O
5.
CN
Hamilton County Surveyor, no legal (regulated) legal drains directly cross the within surveyed real estate.
LIDadjoining property.
1
9. As a result of having viewed the property with reasonable diligence, show any cemeteries and burial grounds located within the surveyed tract N I
(i.e. "family" cemeteries). either with the boun dories accurately located or with as much information as possible and a note that the boundaries 6.) Based on a scaled interpretation of the NATIONAL WETLANDS INVENTORY MAP, titled Carmel, Indiana, dated O
era uncertain, if that is the case. Lu I Thomas P, Murphy 1990, published by the U.S. Department of the Interior, Fish and Wildlife Service, the described real estate shown ;
10. Show the existence of any lakes, ditches, streams or rivers running through or bordering on the premises being surveyed. The detailed _ i (Instr. 90201 52)
on the within survey plat DOES NOT contain any areas that have been classified as Wetlands. I o
locations are required only when a boundary or property line is determined thereby.
11. Show any and all roads, streets, or alleys running adjacent to the boundaries of or portly or entirely on the surveyed property, with width, 0
right of way lines, name and location clearly indicated. If the above cannot be determined, then this will be noted. O 1 7.) Any underground utilities depicted on the within survey plat have been located per utility location markings on Cole Limited Partnership Agreement Ili o
12. If the survey shows on easement that is established by a recorded instrument, the identification of the easement shall show the record O I (lustre 9809860429)
reference of the instrument, and, unless otherwise noted, this showing indicates that the physical evidence anal record description of the easement b the ground by representatives of the respective utility company and/or physical evidence of the presence of z
o underground utilities by man holes, inlets, gas line vents, electrical and telephone service boxes, and other
conform.
13. The accuracy of measurements and calculations performed in the preparation of surveys which accompany this certificate snail conform to v) ( indicators of the possible presence of underground utility service. The path of any underground utility service in
professionally recognized standards as applicable to the type of survey performed. Such standards novo been adopted by the Indiana Society of t!)
Professional land Surveyors. All field measurements must be balanced, bath as to ouches and rdistances, been
as o provide a mathematical aloof , shown on the within survey plat should be considered approximate until the locations of said lines have been 1 wv
Show the basis of bearings, assumed or otherwise, the scale of the plat and a north arrow. The plat of survey shall show the following ,�� n ' verified by contacting the Indiana Underground Protection Agency at 1 -800-382-5544 or until said utilities have
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information for any curve: length or era, radius, control angle and bearing to the radius point from the beginning and end points of the carve. <oc o W I Northwest corner of the South Half been excavated to verify the location and path of said utility service. This surveyor makes no guarantee that the I
14. All surveys moat carry q date within 30 days of this certificate. Updating of a survey by recertification is acceptable if conditions as of cC "� I the Southeast Quarter of Section 22, underground utilities shown on the within plat of survey comprise all such utilities, either in service or abandoned
date of recertification are shown thereon. '� '
, c�•o°� v � Township 18 North, Range 3 East, that are in the vicinity and/or upon the subject real estate. This surveyor also does not warrant that the I �
15. Cite any qualifications of the preceding requirements in the space below.
,> �0) 0) I per split of West line of the Southeast underground utilities depicted on the within survey plat are in the exact location as indicated thereon.
`oma` I Quarter of Section 22. -C
r? Ix ( Found 1/2" dia. Iron Pin at mid -point 8.) Possession lines are referenced at monumented corners only. Possession/occupation lines may vary between o
of the West line of the Southeast Quarter said monumented corners. ' z
CERTIFICATE ( 0.4' south and 0.6' west of fence corner Do
Found Iron Pin with cap stamped I
This is to certify to Ticor Title Insurance Co. Z '
Lawyers Title Insurance Co. ' of fence line and 0.4'
r.....a. ,
Chicago Title Insurance Co. °U 0.7 south Mid -States Surveying, on linef
C"ry
X Stewart rifle Guaranty Company
X _ Stewart Title Services of Indiana, Inc.
X Andrew T. and f{pthelen Barna, huabond and wife CL L west of adjoiner's deed corner c
that the attached plot is o true and correct survey of the premises briefly described as: S L Fence Corner Fence Corner L trJQ� 3
Survey by (Co. Name)- Weihe Engineers, Inc. Woven wire rm tvae fence g&W=nteIv on line,WOVED wire farm type fence approximately On Ilse Con line E/W) Q. O
Date of Survey ^ May 2, 2000 C 0
Job No. (If Any) - W000374 3 Ill
Client's Name - Job ordered by James Pool. (F.C. Tucker Company, Inc. Realtors) y o North line of the South Half of the Southeast Quarter of Section 30, Township 18 North, Range 3 East S 89'49'20" W 2624.49' O
Brief Description ^ Part of the South Hall of the Southeast Quarter of Section 30, Township 18 North, Range 3 East, Hamilton County, Indiana I l C
and completely described on the attached plot. C` Found Iron Pin with Cap stamped �0'
1 further certify that this survey was made in accordance with the instructions set out above and which are by reference made a O
part of this certificate. Hahn Surveying, 0.3' south and 0.7' l
east of 1/2 - 1/4 corner and I
`r o 0.7' south of fence corner
1 41 a
20 0
SURVEYOR'S REPORT V)
TYPE OF SURVEY: Indiana Minimum Standards Survey 0
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CLASS OF SURVEY: Class "D per Title 865 of the Indiana Administrative Code a a�
q
In accordance with Title 865, Article 1, Rule 12 of the Indiana Administrative Code, the following observations and opinions are submitted with this survey regarding the uncertainty �- 0 Michael H . Fritsch
the lines and/or corners established and/or re-established during the performance of this survey as a result of: C� v lI hep 0
in the position of h / <Oc (lustre 9244671) T�
A.) Availability and condition of reference monumentation. v w
8. Clarity and/or ambiguity of the record description(s) for the subject real estate and/or the record description(s) of the adjoining real estate. a� Q. 690157 Aeres,
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C. Occupation or possession lines. 4-' T
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D. Measurement (Theoretical Uncertainty). v T
p } r veer r I yam•+
1 U) - Found Iron Pin with cap stamped "� y
NOTE: There may be unwritten rights associated with these uncertainties.
Oc�M 3 Dodge Surveying, on section line �" I' I o
Attention is called to the fact that on many occasions, the location of the ORIGINAL SECTION CORNER (stone/buried post) was not perpetuated and the corner was destroyed and �Mjry section line and 0.2' north of C °' I v
the original location lost, In these instances, the only evidence available to indicate the position of the original corner is the existing physical topographical features or ¢r �- >
p 9 9 P Y� /� O o adjoiner's deed corner)
Wspilp monumentation that has been accepted by local surveyors as the best evidence of the location of the corner. Lacking the aforementioned evidence, a surveyor may have to � 3 1
resort to proportional measurement to the re-establish the location of section corners. Section corners that are not the original corner are usually classified as "Title Corners �,�^� v ti e I '
rr hew Zr- ww I'I i
Since undiscovered information may affect the true position of a title corner, the uncertainty of a corner is not known. Oc 05 I>Wdm � v
o,sur. roto • , TW,b.'i...1n
The Theoretical Uncertainty of the corners and lines of the within described real estate as established by this survey is within the specifications fora CLASS D SURVEY (+/- 1.0 y U in
N 89'5130" E 660.00' R cpK cyst
foot) as defined in Title 865 of the Indiana Administrative Code. (Theoretical Uncertainty of a measurement is the radius of a circle which circumscribes an area containing the No physical evidence of line
probable true location of a specified point as determined by the precision of the instruments and procedures employed in the performance of a survey.) \
N Grovel ve
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The perimeter of the Southeast Quarter of Section 30, Township 18 North, Range 3 East was determined by the recovery of the monumentation at the respective corners of said r j -
Quarter Section as found per the references for said corners obtained from the Office of the Hamilton County Surveyor. A random traverse survey was made of said Quarter Multi story Residence w
968'
Section and said traverse and recovered monumentation was incorporated into the Indiana State Plane Coordinate System using Global Positioning Satellite surveying procedures. and Garage +CI
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The Southeast Quarter was partitioned into the North Half and the South Half of said Quarter Section by the rules governing the subdivision of sections. a t�`+�`»' O 0
Dawn E. Thomas o
In order to disclose any possible gaps and/or overlaps along the lines of the subject real estate and those of the adjoining parcels of real estate, copies of the deed of record '' 5 M (lustre 9709713026) O
for said real estate were obtained from the public records of Hamilton County and the descriptions recited therein, were mathematically retraced within said Quarter Section. O 0 K)to
M
i this surveyor's opinion that the uncertainties in the location of the lines and/or corners as established on this survey are as follows: �, o o I!I
Asa result of the above observations, It s y p �
DUE TO VARIANCES IN REFERENCED MONUMENTS: It is this surveyor's professional opinion that the uncertainty in the location of the lines and/or corners as established by this a o >
suvvey due do variances of the referenced monumentation used to re-establish the Southeast Quarter of Section 30, Township 18 North, Range 3 East is within the tolerances O 3 °�660.00
allowed for a Class D Survey as set out in the Indiana Administrative Code referenced above.
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V• �� O V ' I
DUE TO DISCREPANCIES IN RECORD DESCRIPTIONS: It is this surveyor's professional opinion that no uncertainty exists location of the lines and/or corners as established by this ^ N N IIII
surveyed due to discrepancies in the record descriptions for the subject real estate and/or the adjoining real estate as found recorded in the Office of the Recorder of Hamilton 40 Oi o L
0
County, Indiana. O� 0 Z III O
DUE TO INCONSISTENCY IN LINES OF OCCUPATION AND/OR POSSESSION: It is this surveyors professional opinion that the uncertainty in the location of the lines and/or corners Qj
established b Y this survey due to inconsistency in the lines of occupation and/or possession is as noted on the within survey plat as the existing fence line along the northerly Z John Sand Alano K. Voege l0 ca
and westerly line of the South Half of the Southeast Quarter of Section 30, Township 18 North, Range 3 East.
M lustre 9709713025 0
. M M
The South Half of the Southeast Quarter of Section 30, Township 18 North, Range 3 East in Clay Township, Hamilton County, Indiana:
EXCEPT: Beginning at the Southeast corner of said Half -Quarter Section; thence South 89 degrees 51 minutes 50 seconds West
(assumed bearing) along the South line of said Half -Quarter Section 660.00 feet; thence North 00 degrees 00 minutes 00 sRconds
East parallel with the East line of said Half -Quarter Section 660.00 feet; thence North 89 degrees 51 minutes 50 seconds Eust
parallel with said South line 660.00 feet to said East line; thence South 00 degrees 00 minutes 00 seconds West along said East
line 660.00 feet to the point of beginning.
Subject to a Utility Easement granted to Indiana Bell Telephone Company, Incorporated per a document recorded on page 86 of Deed
Record 234 in the Office of the Recorder of Hamilton County, Indiana.
Subject to a 16.5 foot wide perpetual non-exclusive easement for ingress and egress as set out in a document recorded as
Instrument Number 8918083 in the Office of the Recorder of Hamilton County, Indiana.
Subject to all other legal easements and rights-of-way.
This survey was performed under the direction of the undersigned land surveyor and to the best of his knowledge and belief was
executed according to the survey requirements set out in Title 865, Article 1, Rule 12 of the Indiana Administrative Code for the
State of Indiana and the field work was completed on the 1,st•••'d' yr,,rrgf May, 2000.
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Fence Corner Of asphalt drive ----
Woven wire farm type fence Capproximately on north Wte of easement)
South line of the Southeast Quarter of S
Found Iron Pin with cap stamped
Hahn Surveying, 0.5' south of
section line and 0.3' west of
adjoiner's deed corner)
C. Jeffrey and Lois A. Delello
(Instr. 9809823144)
End gravel drive
begin asphalt dri
20'-111
16.5' "*;=
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�- North line of 16.5 ft. non-exclusive perpetual easement for ingre s and egress as set out in Instrument 8918083 M-
16.5' .,, 1.1
Woven wire farm type fence Capproxlmately on north line of easement) - It- _
-660.00- - -
Woven wire farm type fencep ,. c"Gw Southeast corner of the Southeast Quarter of
on 30, Township 18 North, Range 3 East N 89 51 30 E 2624.50 Qs
oc Section 30, Township 18 North, Range 3 East
(Foond Copperwe;,'
John W. Quilhot
(Instr. 9609641534)
25 75 150
0 50 100 200
Iron Pin Cset) represents a 5/8 Inch diameter Iron pin
with cap stamped Weihe Engr. L50012 set May 1. 2000
to mark corners as established by this survey. RR 5pk
(set) represents a railroad spike set to mark a corner
established by this survey which falls In the approximate
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NOT F=0f;R C.ONSTFRUCTION
THE INCORPORATED DRAWIW S8, DESIGNS, AND WOR'1ATION CONTAINED HEREM ARE THE
PROPERTY OF THE ARCHITECT, GARY A EMBLER , AND OF THE AMERICAN DESIGN GROUP INC.
THEY ARE NOT TO BE COPIED, REPRODUCED, OR OT14EFW46E DISPOSED OF, DIRECTLY OR
INDIRECTLY, AND ARE NOT TO BE USED IN WHOLE OR IN PART TO ASSIST IN THE MAKWx OF OR
TO FURNISH ANY WORMATION FOR THE MAKING OF OTHER FIWF SALE, DESIGNS, DRALUMGS,
PRINTS, OR COPIES WHATSOEVER, WITHOUT 744E EXPRESS WRITTEN PERMISSION OF GARY A
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SLAB NOTES:
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4' 3000 PSI CONC. SLAB W/
#3 ® V-4" O.C. E.W. MID -DEPTH
CONTROL JOINTS AT EACH COLUMN
AND EACH PILASTER. DO NOT EXCEED
SPACINGS GIVEN IN SO -01.
NOTE A (IF RADIENT SLAB):
4" 3000 PSI CONC. SLAB W/
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2" NON -PLASTIC SAND OVER 6 MIL
POLY -REINFORCED VAPOR BARRIER ON
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- - ----- 32'-9" _ - -------- - ---
FOUNDATION PLAN
scale: 1/4 99 = 1'
UPPER ROOF FRAMING PLAN
scale: i/a" = 1'
NOTES:
NOTE W. W APA RATED CD OR OSB
EQUIV. W/ 8d @ 6" O.C. OVER 2x12
PURLINS AT 2'-0" O.C., OVER 1"X6"
WIDE LAMINATED T&G DECKING W/ (2)
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NOTES:
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NOTES:
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DEMOLITION KEYNOTES:
D01 REMOVE EX15T'G WINDOW
D02 REMOVE EXIST'G DOOR E FRAME
D03 REMOVE EX15T'G WALL TO ACCOMODATE NEW CONSTRUCTION
D04 REMOVE EXISVIS FIREPLACE CONSTRUCTION
D05 REMOVE ROOF STRUCTURE TO ACCOMODATE NEW CONSTRUCTION
DOro REMOVE METAL SIDING PRIOR TO CONSTRUCTION, STORE UNDER COVER AND REINSTALL
DOI RELOCATE EXIST'G WINDOW
D08 REMOVE EXIST'G CASEWORK (AS INDICATED)
D09 REMOVE EXIST'G DOOR A FRAME, STORE AND RE—INSTALL
■
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D01 REMOVE EX15T'G WINDOW
D02 REMOVE EXIST'G DOOR E FRAME
D03 REMOVE EX15T'G WALL TO ACCOMODATE NEW CONSTRUCTION
D04 REMOVE EXISVIS FIREPLACE CONSTRUCTION
D05 REMOVE ROOF STRUCTURE TO ACCOMODATE NEW CONSTRUCTION
DOro REMOVE METAL SIDING PRIOR TO CONSTRUCTION, STORE UNDER COVER AND REINSTALL
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D08 REMOVE EXIST'G CASEWORK (AS INDICATED)
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THEY At2E NOT TO 15E COPIED, REPRODUCED, OR OTHERWISE DISPOSED OP, DIRECTLY OR
INDIRECTLY, AND ARE NOT TO 5E USED N WHOLE OR IN PART TO ASSIST IN THE MAKING OF OR
TO VUR NISH ANY WOR1'1ATICN FOR THE MAKING OF OTHER PROPOSALS, DP.SIGNS, DRAWNCsB,
PRINTS, OR COPIES WHATSOEVER, WITHOUT THE EXPRESS WRIM1.1 PERMISSION OF GARY A.
EMDI..ER AND THE AMERICAN DESIGN GF4UP INC,
C.OPYRJGHT 2001 GARY A. E 115LER AND THE AMERICAN DESIGN GROUP NC.
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THEY At2E NOT TO 15E COPIED, REPRODUCED, OR OTHERWISE DISPOSED OP, DIRECTLY OR
INDIRECTLY, AND ARE NOT TO 5E USED N WHOLE OR IN PART TO ASSIST IN THE MAKING OF OR
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PRINTS, OR COPIES WHATSOEVER, WITHOUT THE EXPRESS WRIM1.1 PERMISSION OF GARY A.
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C.OPYRJGHT 2001 GARY A. E 115LER AND THE AMERICAN DESIGN GROUP NC.
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THEY ARE NOT TO BE COPIED, REPRODUCED, OR OTHERWISE DISPOSED OP, DIRECTLY OR
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PRINTS, OR COPIES WHATSOEVER, WITHOUT THE EXPRESS WRITTEN PERMISSION OF GARY A.
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THE INCORPORATED DRAW11,10S, DESIGNS, AND INFORMATION CONTAINED HEREIN ARE j
PROPERTY OF THE ARCHITECT, GARY A. EMBLER , AND OF THE AMERICAN DESIGN GRTHEY ARE NOT TO BE COPIED, REPRODUCED, OR OTHERWISE DISPOSED QF, DIRECTLINDIRECTLY, AND ARE NOT TO BE USED IN WHOLE OR IN PART TO ASSIST IN THE MAKINTO RIM41SW ANY NIVRMATION FOR THE MAKING OF OTHER PROPOSALS, DXSIGNS, DRAPRINTS, OR COPIES WHATSOEVER WITHOUT THE EXPRESS WRITTEN PERMISSION OF GAR
EMBLER AND THE AMERICAN DESIGN GROUP INC_
COPYRIGHT 2001 GARY A. EMBLER AND THE AMERICAN DESIGN GROUP NC.
P.O. BOX 2099
EL PRADO, NM 81529
RDDGGEARTHLINKNET
PHONE: 505-116-2161
FAX: 505-116-0091
tu
2140 FLOOR PLAN
PROJECT: 0011
DRAUN BY: JMK
DATE:
24 JAN., '01
12 APR., '01
14 MAY, '01
25 MAY, '01
28 MAY, '01
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- FIRST FLOOR
100'-0"
'NOT m�
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EMBLER AND THE AMERICAN DESIGN GROUP INC_
1/4" = 1'-011 COPYRIG"T 2001 GARY A. EMBLER AND THE AMERICAN DESIGN GROUP INC.
0
AMMIC 1N
DESIGN
(GROUP
P.O. LOX 2099
EL PRADO, NM 81525
RMISSEARTHLINKNET
PHONE: 505-116-2161
FAX: 505-11(9-00'31
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12 APR., '01
14 MAY, '01
28 MAY, '01
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.....' : �::::•:�•' (46100.4
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1/411 = 11 -oil
1. SEE STRUCTURAL SHEET 9-1
FASCIA
THE INCORPORATED DRAWINGS, DESIGNS, AND R FORMATION CONTAINED HEREIN ARE THE
PROPERTY OF THE ARCHITECT, GARY A. EMBLER , AND OF THE AMERICAN DESIGN GROUP INC_
THEY ARE NOT TO BE COPIED, REPRODUCED, OR OTHERWISE DISPOSED OF, DIRECTLY OR
INDIRECTLY, AND ARE NOT TO BE USED IN WHOLE OR IN PART TO ASSIST IN THE MAKING OF OR
TO FURNISH ANY INFORMATION FOR THE MAKING OF OTHER PROPOSALS, DESIGNS, DRAWINGS,
PRINTS, OR COPIES WHATSOEVER WITHOUT THE EXPRESS WRITTEN PERMISSION OF GARY A.
EMBLER AND THE AMERICAN DESIGN GROUP INC_
COPYR16WT 2001 GARY A. EMBLER AND THE AMERICAN DESIGN GROUP INC.
Ab1lli�.elL�1GC�["Till�
DMI�1�j
c�,7t1�®ttJ1C"
P.O. BOX 2099
EL PRADO, NM 81529
RDDG6EARTHLNKNET
PHONE: 505-176-2161
FAX: 505-116-0091
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DRAUN BY: JMK
DATE:
24 JAN., '01
12 APR., '01
14 MAY, '01
28 MAY, '01
Ao6
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4X12
4X12
4X12
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1/411 = 11 -oil
1. SEE STRUCTURAL SHEET 9-1
FASCIA
THE INCORPORATED DRAWINGS, DESIGNS, AND R FORMATION CONTAINED HEREIN ARE THE
PROPERTY OF THE ARCHITECT, GARY A. EMBLER , AND OF THE AMERICAN DESIGN GROUP INC_
THEY ARE NOT TO BE COPIED, REPRODUCED, OR OTHERWISE DISPOSED OF, DIRECTLY OR
INDIRECTLY, AND ARE NOT TO BE USED IN WHOLE OR IN PART TO ASSIST IN THE MAKING OF OR
TO FURNISH ANY INFORMATION FOR THE MAKING OF OTHER PROPOSALS, DESIGNS, DRAWINGS,
PRINTS, OR COPIES WHATSOEVER WITHOUT THE EXPRESS WRITTEN PERMISSION OF GARY A.
EMBLER AND THE AMERICAN DESIGN GROUP INC_
COPYR16WT 2001 GARY A. EMBLER AND THE AMERICAN DESIGN GROUP INC.
Ab1lli�.elL�1GC�["Till�
DMI�1�j
c�,7t1�®ttJ1C"
P.O. BOX 2099
EL PRADO, NM 81529
RDDG6EARTHLNKNET
PHONE: 505-176-2161
FAX: 505-116-0091
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14 MAY, '01
28 MAY, '01
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211
211 211 211
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1211 = 1'-011
2" 2" 2" DRAWER 2"
LL1 EAST WALL ELEVATION
1/2" = 1'-011
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1/21' = I'-0"
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NORTP WALL ELEVATION
►47
1/210
NOTES:
I. CASEWORK: FULL PLU50 W1 211 FRAIL. CARCASS: CHERRY. DOORS 4 DRAWERS: MAPLE. LEG& TURNED MAPLE. THE INCORPORATED DRAWINGS, DESIGNS, AND INFO RATION CONTAINED HEREIN ARE T44E
2. WALL TILE: SELECTED 4 SUPPLIED BY OWNER. INSTALLED BY CONTRACTOR PROPERTY OF THE ARCHITECT, GARY A. EMBLER, AND OF THE AMERICAN DESIGN GROUP INC-
THEYARE NOT TO 5E COPIED, REPRODUCED, OR OTHERWISE DIsjz os D OF, DIRECTLY OR
3. 15EAD15OARD: 5/SIS X 4" DOUGLASS FIR. INDIRECTLY, AND ARE NOT TO BE USED IN WHOLE OR IN PART TO ASSIST IN TWE MAKING OF OR
V t C TO FUR'�IISH ANY WFORMATION FOR THE MAKING of OTHER PROPOSALS, DESIGNS, DRAWIW S,
4. TOPS: GRANITE, 3/4 THICK W/ 11/2 " EDGE. SELECTED BY OWNER. PRINTS, OR COPIES WHATSOEVER, WITHOUT THE I-><9 WRITTEN F°ERMISSION OF GARY A.
1=-MBLER AND THE AMERICAN DESIGN GROUP INC_
5. COLUMNS � BEAMS- MAPLE VENEER.
COPYRIGHT 2001 GARY A. EMBLER AND THE AMERICAN DESIGN SUP INC.
P -O. BOX 2099
EL PRADO, NM $1525
RDI)GOEARTHLINKNET
PHONE: 505-116-2161
FAX: 505-116-0091
U11
DRAWN BY: JMK
DATE:
24 JAN., '01
12 APR, '01
14 MAY, '01
28 MAY, '01
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O
211 211 211 211
211 211 211
NORTP WALL ELEVATION
►47
1/210
NOTES:
I. CASEWORK: FULL PLU50 W1 211 FRAIL. CARCASS: CHERRY. DOORS 4 DRAWERS: MAPLE. LEG& TURNED MAPLE. THE INCORPORATED DRAWINGS, DESIGNS, AND INFO RATION CONTAINED HEREIN ARE T44E
2. WALL TILE: SELECTED 4 SUPPLIED BY OWNER. INSTALLED BY CONTRACTOR PROPERTY OF THE ARCHITECT, GARY A. EMBLER, AND OF THE AMERICAN DESIGN GROUP INC-
THEYARE NOT TO 5E COPIED, REPRODUCED, OR OTHERWISE DIsjz os D OF, DIRECTLY OR
3. 15EAD15OARD: 5/SIS X 4" DOUGLASS FIR. INDIRECTLY, AND ARE NOT TO BE USED IN WHOLE OR IN PART TO ASSIST IN TWE MAKING OF OR
V t C TO FUR'�IISH ANY WFORMATION FOR THE MAKING of OTHER PROPOSALS, DESIGNS, DRAWIW S,
4. TOPS: GRANITE, 3/4 THICK W/ 11/2 " EDGE. SELECTED BY OWNER. PRINTS, OR COPIES WHATSOEVER, WITHOUT THE I-><9 WRITTEN F°ERMISSION OF GARY A.
1=-MBLER AND THE AMERICAN DESIGN GROUP INC_
5. COLUMNS � BEAMS- MAPLE VENEER.
COPYRIGHT 2001 GARY A. EMBLER AND THE AMERICAN DESIGN SUP INC.
P -O. BOX 2099
EL PRADO, NM $1525
RDI)GOEARTHLINKNET
PHONE: 505-116-2161
FAX: 505-116-0091
U11
DRAWN BY: JMK
DATE:
24 JAN., '01
12 APR, '01
14 MAY, '01
28 MAY, '01
of
�4
5ED 4 E33ATP PLAN
1/2" = 1'-0"
FIREPLACE ELEVATION
1/2" m 11-011
12" 3 -WALL INSUL.
METAL FLUE PIPE
Oro 100.55— - +
FIRE TREAT
2" AIR GAP �j
"5 TYP. —
EXIST. 3/4"FLOOR
ggNT E FLOOR
JOI$TS
NEW BLOCKINCs
` EXISTj3WB
-- 5 1/4"XII 7/8"PSL
HEADER, W/ (2)
2X6 TRIMMERS
EACH SIDE
2" AIR CHAP
�2Xrri WALL, (FIRE
TREATED) W! 3/4"
(FIRE TREATED)
2" VENEER
MIRROR
/
\
\
/
MATCH EXIST -Cs
METAL SIDING
111111
ON 2" RIGID SHEATHING
ro"STONE
-- -- MANTEL
"5 TYP.
D
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211 VENEER
BRICK
`
ANGLE
I_
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STONE WATER TABLE
ro" CONC. PAD
MATCH EXISVG----
STONE HEARTH
STONE
_
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TREATED)
NEW DOORS ON CASEWORK
1
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1/2" CEM. BD.
NEW 8" CMU
W/ 3000 1=51
GROUT, i 5 VERT5
= _
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- -
211 VENEER
-�-
EXIST. SHT. <
FLOOR JOISTS
"5 TYP.
NEW I'-0" THICK
W/*5RI'-011OC EW
a MID DEPTH, USEI EXIST. GONG STEM
�-_
HILTI HIT WY 150 I WALL AND FOOTER
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4" EMBED. • o •
FIREFtAGE SECTION
1/2'1 = I1-011
WEST WALL - 205
1/211 - 11-011
V.M1/vV t✓f'YV3:., 1 �,�Ivr� i-.��Iv111�V
WEST WALL 204
1/211 = 11-oll
EAST WALL - 204
1/21' = 1'-011
wvVlJ V,Y�7�, I -If11 �..n C/11�71.
NORTH WALL - 205
1/2" = I'-011
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NORTH WALL - 204
GWB
WOOD BASE, MATCH EXISTING
SOUTH WALL 204
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GWB
FINISH SIDE
W/BEADBOARD
MIRROR
/
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INI
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D
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NEW DOORS ON CASEWORK
1
19
1. 1/4" CORRUGATED GLASS PANELS ON DOORS
SOUTH WALL - 205
1/211 = 11-011
T E INCORPORATED 1NORATED DRAWINGS, DESIGNS, AND ORMATION CONTAINED HEREIN ARE THE
RTY OF THE ARCHITECT, GARY A EMBLER , AND OF THE AMERICAN DESIGN GROUP INC -
ARE NOT TO BE COPIED, REPRODUCED, OR OTHERWISE DISPOSED OF, DIRECTLY OR
INDIRECTLY, AND ARE NOT TO BE USED IN WHOLE OR IN PART TO ASSIST IN THE MAKING OF OR
TO fURNISH ANY WORMATION FOR THE MAKING OF OTHER PROPOSALS, DESIGNS, DRAWINGS,
PRINTS, OR COPIES WHATSOEVER, WITHOUT THE EXPRESS WRITTEN PERMISSION OF GARY A
EMBLER AND THE AMERICAN DESIGN GROUP INC_
COPYRIGHT 2001 GARY A. EMBLER AND THE AMERICAN DESIGN GROUP INC.
. P.O. BOX 2,999
EL PRADO, NM &1529
RM&PEARTNLINKNET
PHONE: 505-116-2161
FAX: 505-116-0091
In
cn 0
BED t BATH ELEVATIONS
FIREPLACE DRAWINGS
PROJECT: 001'1
DRAWN BY: JMK
DATE:
24 JAN., '01
12 APR, '01
14 MAY, '01
28 MAY, '01
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022053
SEE PLAN
2X6 CONT. W/ HANGERS-
Enkamat waterproofing material
02205.5
----- 01210.1
02516.1
-- BOXED LINTEL
025162
2X10
12" 01210.1
DeWitt weed barrier cloth
012102
cast in place concrete
SOFFIT TO
gyperete lightweight concrete topping
MATCH EXIST ----
CMU, Durowa II every other course 4 grouted
019202 ..------
CMU, knock out bond beam
01414.1 - --
CMU, Durowa I I every other course,
SOFFIT a WALL.
1-1/2" = 1'-0"
01413.1
01141.1
06100.4
�`'� 06100.13
\ 2X12 + I'-4" O.C.
SECURE TO T4G
01141.1 in..
014132
/ 20 GA. 8"
/
019202
----- SKYTECH
SKYLIGHT
- 01920.2
- 06200.4
3/4"
4X12
5KYL iGHT DETAIL.
CORRUGATED METAL
TO MATCH EX16VIS -
0'1414.1 -
0"1210.9
'/2" 06200.5
014132 -
W/ CLOSURE
01413.1
01141.1
Na" 06200.5
1" VENTILATION
12" 1 01210.1
0'12102
ROOF - WALL
SEE STRUCTURAL
09255.1
06100 5 2X6
07210.1 6'.
012102
N
i
i
i
RIDGE DETAIL
-- EXISTING WALL
/// ZZ ZZZ/ZZ
O 03300.1
4" 3000 p51
fn1 - j In X e��• X I•-6"
LET SURFACE
OXIDIZE 4 SEAL
PLAN
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LET SURFACE
OXIDIZE 4 SEAL
--RUSTY FINISW 02205.:
- - - - STEEL PLATE 01210.8
M 012102
02205.1
FIN. FLOOR
�F_IN. SLAB
S`� -EE PLAN
II II
U U (4) 3/4"x 4-3/4"
SEE PLAN
SEE: STRUCTURAL
COLUMN FOOTING
1'-0"
01413.1
01141.1
06100.4
1" VENTILATION
ABOVE INSUL. -
06100.4 spa
II
{ 06100.3 [
2x10 a 2'-0" O.C.
01210.1
81114 DENSITY
021102
06100.12
2X8
06200.1
4X12
OIL TRUSS BRCS.
06200.1
8x8
09255.1 '/2"
012102
01210.1 6"
ROOF - WALL DETAIL.
1. CONT. 6" WALL INSULATION TO
INTERSECTION W/ ROOF INSULATION.
'i2" CHAMFER
FIN. SURFACE
FIN. SLAB
SEE PLAN
3 •4 CONT.
030 2'-0. O.C.
[OIL
engineered fill material, 2" 4 smaller, 12" min.
T.O. FTG.
8..
ham*--.----_�
022053
SEE PLAN
TURN DOWN EDGE
01413.1
01141.1
06100.4
01600.1
2n /
2"
01210.9 --
TRUSS AT FACE I
OF SOFFIT
" 06100.10
01414.1 I
01141,2 JOIST HANGER
I
I
01210.
SOFFIT MAT'L
(TO MATCH EXIST)
5OFF I T
1-1/2" = 1'-0"
KEYNOTES:
02205.1
engineered fill material, 2" 4 smaller, 12" min.
022052
basecourse materia I
022053
non -plastic sand
02205.4
Enkamat waterproofing material
02205.5
Enkamat drainage material
02516.1
3/4" dia. washed gravel
025162
3/4" crushed DjS. gravel paving
025163
DeWitt weed barrier cloth
03300.1
cast in place concrete
033002
gyperete lightweight concrete topping
04220.1
CMU, Durowa II every other course 4 grouted
042202
CMU, knock out bond beam
042203
CMU, Durowa I I every other course,
08210.1
grouted at reinforcement
05500.1
1-1/2" dea, steel handrail
06100.1
treated wood, moisture
061002
treated plywood, moisture
061003
full depth blocking
Oro" t
plywood sheathing, 5/8 CDX w/clips
06100B
wood stud a 16" o c.
0610016
treated wood
061001
treated plywood
06100.10
plywood sheathing
06100.11
wood beam
06100.12
wood tog edge match
06100.13
wood Joist
06100.14
pre-engtneered joist
06100.15
blocking per Joist manufacturer
06100.16
plywood floor sheathing
06100.11
OSB sheathing
06200.1
wood truss members
062002
wood ceiling material
062003
t4g wood deck - edge match, resawn
062004
wood - 648
06200.5
plywood
0620010
wood lintel
06200.1
wood beam
06200.8
wood column
062003
wood siding
06200.10
wood deck material, treated
01121)
foundation waterproofing, t.o. CMU to
to. footing
01141.1
ice 4 water sheild - Grace Ultra
011412
type D building paper, i/2" lapped
01210.1
unfaced fiberglass Insulation
012102
6 mil. vapor barrier, warm side
012103
rigid wall insulation
01210.4
rigid foundation insulation
01210B
rigid floor insulation, all heated slabs
01210.6
accoustic wall insulation, full thick, full
height, all partitions. US3 thermafiber
012101
tapered roof Insulation, VAL or slope
as noted
01210.8
rigid slab insulation. Duramate.
01210.9
Tyvek vapor barrier.
01413.1
metal roofing system to match exist.
014132
metal roofing system flashing
014133
24 ga. ga ivanized meta I gutter, half -round
01413.4
24 ga. galvanized metal downspout
01414.1
24 ga, metal wall panels, match existing
01600.1
flashing, 24 ga. galvanized
016002
flashing, 24 ga, galvanized, painted
016003
24 galvanized metal drip, hem edge
01610.1
ga.
skylight
01920.1
accoustical sealant
019202
sealant. All dissimilar materials
08210.1
door, see schedule
062102
door frame, see schedule
08610.1
window, see schedule
08110.1
hardware Schedule and hardware by owner
09201.1
interior plaster system, 2 coat
09208.1
galvanized metal lath (at dissimilar materials)
092082
3/4" galvanized J -bead w/lath wing
09255.1
gypsum wallboard
092552
wp gypsum wall board
092553
exterior gypsum shaeathing
09255.4
gwb J -trim
09300.1
tile, see schedule
09650.1
resilient base
15450.1
plumbing fixture, sere mechanical
154502
plumbing roof vent, see mechanical
158102
exhaust fan, see mechanical
158'10.4
flue vent, see mechanical
15810.5
chimney flue vent
16140.1
electrical fixture or device
161402
raceway or wiremold, see electrical
THE INCORPORATED DRAWINGS, DESIGNS, AND WORMATION CCNTANED HEREIN ARE THE
PROPERTY OF THE ARCHITECT, GARY A EMBLER , AND OF THE AMERICAN DESIGN GROUPING_
THEY ARE NOT TO ISE COPIED, REPRODUCED, OR OTHERWISE DISPOSED OF, DIRECTLY OR
INDIRECTLY, AND ARE NOT To BE USED IN WHOLE OR IN PART TO A$515T IN THE MAKW, Or OR
TO FURNISH ANY INFORMATION FOR THE MAKING OF OTHER PROPOSALS, DESIGNS, DRAWINGS,
PRINTS, OR COPIES WHATSOEVER WITHOUT THE EXPRESS WRITTEN PERMISSION OF GARY A.
EMMBLER AND THE AMERICAN DESIGN GROUP INC_
COPYRIGHT 2001 GARY A. EMBLER AND THE AMERICAN DESIGN GROUP INC.
P.O. BOX 2m9
EL PRADO, NM 81529
RDDGGEARTHLINKNET
PHONE: 505-116-2161
FAX: 505-116-0031
�a
DETAILS
PROJECT: 0011
DRAWN BY: JhK
DATE:
14 MAY, '01
28 MAY, '01
30 MAY, 01
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REINSTALL
511DEWAL.L ROOF GLAZING
�iffri
RAILiNG
1-1/2" - 11-0
il
0, Pjn
Ei
3WT
TOP RAIL
" PLATE
TO TOP
QOM RAIL
.ID BALLUSTER5
.C.
r0 PLATE
ot PIN. FLOOR_
MATCH EXIST'G
PSL - Sl
EXIST'G
,TRJCT
0.1
3411
METAL
rSTEMS
3S DOORS
WINC)O,U/GLA55 DOOR5 TRAN51TiON
3" = 11-011
5FRIDGE RAILING
1-1/211 - 11-011
5K'r L IGHT/WINDOW TRAN51TION
JOIST
RACO
I WWOW
DTL5
PEE SCHED.//-21/2"X4" MAPLE
BOTTOM RAIL
�-814" MAPLE I
ROUT LOORTO RECEIvE
L PIN. FLOOR
;lT'G �i �' `f MATCH EXIST'G
- SEE STRICT.
3/4" CARRAiGE BO
W/ WASHERS
BLACK FINISH
SEE ELEVATION
06100.13
2X8 6 1'-4" O.C.
ON HANGERS
611 ( 1 11 -PLASTER FINISH
a ( I - 2 6100.5
3/ n
1/211 I 09255.1 1/211
5RIDGE 4 SOFFIT
1-1/2" - 11-0it
KEYNOTE:5:
02205.1
engineered Fill materi4l, 211 4 smaller, 1211 min,
02205.2
basecourse material
022053
non -plastic sand
02205.4
Enkamat waterproofinj material
02205.5
Enkamat drainage material
02516.1
3/4" dia. washed gravel
025162
3/4" crushed Dj3. gravel paving
025163
DeWitt weed barrier cloth
03300.1
cast in place concrete
033002
gyperete lightweight concrete topping
04220.1
CMU, Durowa ll every other course 4 grouted
042202
CMU, knock out bond beam
042203
CMU, Durowa ll every other course,
grouted at reinforcement
05500.1
1-1/2" dea. steel handrail
06100.1
treated wood, moisture
061002
treated plywood, moisture
061003
full depth blocking
06100.4
plywood sheathing, 5/8 CDX w/clips
06100.5
wood stud 0 16" o c.
06100.6
treated wood
06100,1
treated plywood
06100.10
plywood sheathing
06100.11
wood beam
06100.12
wood tog edge match
06100,13
wood Joist
06100.14
pre-engineered Joist
06100.15
blocking per Joist manufacturer
06100.16
plywood floor sheathing
06100.11
OSB sheathing
06200)
wood truss members
062002
wood ceiling material
062003
tog wood deck - edge match, resawn
06200.4
wood -846
06200.5
plywood
06200.6
wood lintel
06200.71
wood beam
06200.8
wood column
06200.9
wood siding
06200.10
wood deck material, treated
01121.1
foundation waterproofing, to. CMU to
t.o. footing
01141.1
ice 4 water sheild - Grace Ultra
011412
type D building paper, 1/2" lapped
01210.1
unfaced fiberglass insulation
012102
6 mil, vapor barrier, warm side
012103
rigid wall insulation
0"1210.4
rigid Foundation insulation
01210.5
rigid floor insulation, all heated slabs
01210b
accoustic wall insulation, full thidr, Full
height, all partitions. USG thermafiber
01210.1
tapered roof insulation, 111/ft. or slope
as noted
01210.8
rigid slab insulation. Duramate.
01210.9
Tyvek vapor barrier
01413.1
metal roofing system to match exist.
014132
metal roofing system flashing
014133
24 ga. galvanized metal gutter, half -round
01413.4
24 ga. galvanized metal downspout
0-1414.1
24 ga. metal wall panels, match existing
01600.1
fiashing, 24 ga. galvanized
016002
flashing, 24 ga. galvanized, painted
01600.3
24 ga, galvanized metal drip, hem edge
01810.1
skylight
01920.1
accousticai sealant
019202
sealant. All dissimilar materials
08210.1
door, see schedule
062102
door frame, see schedule
08610.1
window, see schedule
08110.1
hardware schedule and hardware by owner
09201.1
interior plaster system, 2 coat
09208.1
galvanized metal lath (at dissimilar materials)
09208.2
3/4" galvanized J -bead w/lath wing
09255.1
gypsum wallboard
092552
wp gypsum wall board
092553
exterior gypsum sheathing
09255.4
gwb J -trim
09300.1
tile, see schedule
09650.1
resilient base
15450.1
plumbing fixture, see mechanical
15450.2
plumbing roof vent, see mechanical
158102
exhaust fan, see mechanical
15810.4
flue vent, see mechanical
15810.5
chimney flue vent
16140.1
electrical fixture or device
161402
raceway or wiremold, see electrical
THE INCORPORATED DRAWINGS, DESIGNS, AND INFORMATION CONTAINED 14EREIN ARE THE
PROPERTY OF THE ARCHITECT, GARY A. EM5LER , AND OF TIE AMERICAN DESIGN GROUP INC_
THEY ARE NOT TO BE COPIED, REPRODUCED, OR OTHEWSE DISPOSED OF, DIRECTLY OR
INDIRECTLY, AND ARE NOT TO BE USED IN WHOLE OR IN PART TO ASSIST IN THE MAKING OF OR
TO FURNISH ANY IWOKMATiON FOR THE MAKING OF OTHER PROPOSALS, DESIGNS, DiZAWINGS,
PRINTS, OR COPIES WHATSOEVER WITHOUT THE EXPRESS WRITTEN PERMISSION OF GARY A.
EMBLER AND THE AMERICAN DESIGN GROUP INC_
COPYRIGHT 2001 GARY A. EMBLER AND THE AMERICAN DESIGN GROUP INC.
,
■
AhIM AN
DESIGN
(GROUP
P.O. BOX 2055
EL PRADO, NM 81529
RDDGGEARTHI_INKNET
PHONE: 505-116-2161
FAX: 505-116-0051
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DETAILS
PROJECT: 0011
DRAWN BY: JMK
DATE:
14 MAY, '01
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12nnM ;=INiC) -4 5C141FDULE - BURN5 RESIDENCE
NO.
NAME
FLOOR
BASE
EAST WALL
SOUTH WALL
WEST WALL
NORTH WALL
CEILING
CLC. HT.
REMARKS
101
ENTRY
4
11
35,48
3548
35,48
35,48
40,48
-
-
102_
MEDITATION
3,6
18
35,48
33,34,44
31
33,34,44
38,41
-
-
103
KITCHEN �^~
2
16
3548
4243
35,48
42,43
35,48
4243
35,48
42,43
3548
41,41
-
SEE INTERIOR ELEVATIONS
104_
PANTRY
2
16
35,49
35,49
21
35,49
36
RAILING
51
105
PANTRY
2
16
35,49
3549
_35,49
35,49
35,49
35,39
8
_
101
LIVING
4,1
16,11
35,48
35,48
35,48
35,48
40,48
-
39
101A
HALL
-
10
3548
3548
3548
35,48
40,48
55
_
LOUDER DIVIDING WALL
II
�! -
26
-
41
WOOD BEAMS
56
-
-
-
201
BRIDGE
1,41
16,11
35,48
35,48
36
_3548
38,41
-
-
' 202
SITTING_
-
-
-
-
-
35,46
-
-
-
204
BEDROOM
1
16,11
35,48
42
35,48
42
35,48
42
3548
42
40,41
-
-
205
BATH
_
5
16
35,413
42
35,49
4243
35,49
42
35,49
42
40,49
-
-
' 201
BEDROOM
4
11
35,48y
35,48
35,48
3548
4048
202
,
-208_
^CLOSET
5
16
_
35,48 _
35,48
35,48
35,48
4048
-
-
208A
CLOSET
5
16
35,48
35,48
35,48
35,48
40,48
-
-
-
D,C
B
DaC
201
MATCH EXISTING
13
2
2-0
1-0
;;_>nnM 1=1 t;W KrY - SUfRN5 RESIDENCE
FLOOR
MANUF.
BASE
SIZE
Width X Haight
WALLS
CEILINGS
FINISH
FINISHES
A
i
MATCH EXISTING WOOD
16
MATCH EXISTING WOOD BASE
31
MATCH EXIST VENEER WAINSCOT
46
SEAL STONE AND TILE
2
MATCH EXISTING FLOOR TILE
11
EXISTING BASE REMAINS
32
MATCH EXIST VENEER WATERTABLE
41
CLEAR WATTER-BASED POLYURETHANE
3
STONE, SELECTED BY OWNER
18
EXISTING STONE VENEER REMAINS
33
EXIST STONE VENEER REMAINS
48
PAINT -STAIN
4�
TILE, SELECTED BY OWNER
19
-
34
METAL SIDING ABOVE WAINSCOT
49
PAINT -SEMIGLOSS
5�
SKYLIGHT
20
-
35
GIM- V2" MINIMUM
50
-
SKY TECH
SKYLIGHT
21
-
36
RAILING
51
-
1
_
22
-
31
WINDOW WALL
52
-
8
_
23
_
38
1" X 8" T4G EDGE MATCH
53
-
g
-
44
-
39
WATER RESISTANT MATERIAL
54
-
10
-
25
-
40
EXISTING MATERIAL REMAINS
55
-
II
�! -
26
-
41
WOOD BEAMS
56
-
12
-
21
_ _
-
42
BEADBOARD WAINSCOT, SEE ELEV.
51
-
13
-
28
-
43
TILE BACKSPLASN, SEE ELEV.
58
-
14
-
29
-
44
REMOVE 4 REINSTALL METAL
59
-
__ 15
-
30
-
d5
60
-
WINNOW SCPEDULE - E3UPN5 RE61DENCE
MARK
MANUF.
MODEL
SIZE
Width X Haight
GLASS raEAD HT. (AFF)
FINISH
REMARKS
A
KAWNEER
6200
V-2" x 6'-8"
A
6--8"
A
1
B
KAWNEER
6200
5'-8" x 4'-10"
A
Sea Elevation
A
SILL AT WATER TABLE
G
�KAUJNEER
6200
V-2" X 2'-0"
A
1'-8"
A
3-6
D
KAWNEER
6200
6'-4" X 2'-0"
A
A_
�A
A_
E
SKY TECH
SKYLIGHT
6'-2" X W-6"
B
See Section
A
1-3/4
�FT
SKY TECH
SKYLIGHT
SEE PIAN
C
NA.
A
G
East Relocate
-
-
1-0
MATCH EXIST'G
-
RE -LOCATE EXIST'G IIIH:pM 24" TO EAST
A
A
A
A
EXP.
_
5
6
3-0 _
1-0
2
NINA
D
A
15,C
-
B,C
EXP.
NANA 61-50 - 31-3R, PASSAGE DOORS
AT TWO MEETING PANELS
6
2
3-0
1-0
1-3/4T
CUSTOM
E
A
PIC
B
C
102_
1
�2
3-0�
1-0
1-3/4
CUSTOM
E
A
D,C
B
C
102
^
�8
2
2-0
1-0
1-3/8
CUSTOM
F
GENERAL NOTES (WINDOWS)
i. All operable sash with roto -operators.
2. Head height per schedule or as indicated.
3. Window elevation viewed from exterior.
4. Provide screens on all operable sashes.
5. Tempered safety glazing as required by current UBC,
Life Safety, and ANSI codes.
6. See exterior elevations for window operation.
1. Laminated gloss to have plastic interlayer (safety) and
allow UBC Inpact either side.
6. Insulated glass on all exterior openings to have
Low -E coating, or as noted.
S. Sky Techs Traco Window Co. 800-431-5195 (Michael Rhodes).
WINDOW TYPE5
WINDOW FINISHES
A. Anodize, match existing.
FRAME TYPES
DOOR 5CNEDULE - 5URN5 RE61DENCE
MARK
NO.
WIDTH
HEIGHT
THICK
MANLIFACTURER
TYPE
GLASS
FINISH
FR. TYPE
FR FINISH
KEYSIDE
RATING
REMARKS
1
2
3-0
1-0
1-3/4
KAUANEER
A
A
A
A
A
EXT.
MATCH EXISTING
2
2
3-6
1-0
1-3/4
B
A
A_
�A
A_
EXT.
CUSTOM BY KAUJNEER
3
2
3-0
1-0
1-3/4
�KAWNEER
KA04EER
C
A
_
A
A
A
EXT.
4�
2
3-0
1-0
1-3/4
KAUiKEER
C
A
A
A
A
EXP.
_
5
6
3-0 _
1-0
2
NINA
D
A
15,C
-
B,C
EXP.
NANA 61-50 - 31-3R, PASSAGE DOORS
AT TWO MEETING PANELS
6
2
3-0
1-0
1-3/4T
CUSTOM
E
A
PIC
B
C
102_
1
�2
3-0�
1-0
1-3/4
CUSTOM
E
A
D,C
B
C
102
^
�8
2
2-0
1-0
1-3/8
CUSTOM
F
C
_ D
B
C
103
9 _
2
EXIST.
-
-
-
-
-
-
B
-
103
RELOCATE EXISTING
10
1
2-8
1-0
1-3/4
CUSTOM
G
5
D�
C
D,C
202
MATCH EXISTING
411
1
2-8
1-0
1-3/4
CUSTOM
G
B'
��D,C
B
D,C _
201
MATCH EXISTING
�12
2
2-0
1-0
1-3/8
F-SCW
H
-
D,C
B
DaC
201
MATCH EXISTING
13
2
2-0
1-0
1-3/8
F-SGW
H
-
DC
B
D,C
201
MATCH EXISTING
GENERAL NOTES (DOORS)
1. TEMPERED SAFETY GLAZING AS REQUIRED BY CURRENT UBC, LIFE SAFETY
AND ANSI STANDARDS.
2. DOORS AND FRAMES VIEWED FROM EXTERIOR
3. INSULATED GLASS ON AL EXTERIOR OPENINGS TO HAVE LOW -E COATING.
4. G.O. IS CASED OPENING.
5. P.O. IS PLASTER OPENING.
6. IF ANODIZED, MATCH EXISTING FINISH.
A. Thermal -break aluminum -
0
r
GLASS TYPES
A. Insulated, with low -E coating.
B. I" insulated with low -E coating.
C. i" insul., tempered, low -E, gray tint.
SHADE TYPES
A. Shades by owner.
WF7
kw -A
O SKYLIGHT ABOVE
r
N
10
F
r
FRAME TYPES
A - KAWNEER ALUM. THERMAL BREAK
13 - 1-1/2" WOOD W/ APPLIED STOP
C - MATCH EXISTING
DOOR AND FRAME FINISH
A - ANODIZE/ANODIZE
B - ANODIZE/WOOO
C - SAND, STAIN, WIPE, FINISH
GLASS TYPES
A - I" INSULATED, LOW -E
B - I" INSULATED
G - 3/8" TEMPERED, OBSCURE
119
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FFH
L__!11 J LJ U
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DOOM TYPE5
0 f
,
THE INCORPORATED DRAWINGS, DESIGNS, AND INFORMATION CONTAINED HEREIN ARE THE
PROPERTY OF THE ARCHITECT, GARY A. EMBLER , AND OF THE AMERICAN DESIGN GROUP INC_
THEY ARE NOT TO BE COPIED, REPRODUCED, OR OTHERWISE DISPOSED OF, DIRECTLY OR
INDIRECTLY, AND ARE NOT TO BE USED IN WHOLE OR IN PARt TO AS51ST IN THE MAKIW-v OF OR
TO FURNISH ANY INFORMATION FOR THE MAKING* OF OTHER PROPOSALS, DESIGNS, DRAWINGS,
PRINTS, OR COPIES WHATSOEVER WITHOUT THE EXPW55 WRITTEN MWISSIO14 OF GARY A.
EMBLER AND THE AMERICAN DESIGN GROUP INC_
COPYRIGHT 2001 GARY A. EMBLER AND THE AMERICAN DESIGN GROUP INC
AhIMCjW
DGION
(GROUP
P.O. BOX 2099
EL PRADO, NM $1529
RDDCx-9EARTNLINKNET
PI -LONE: 505-116-2161
FAX: 505-116-0091
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SCHEDULES
PROJECT: OOn
DRAWN BY: JMK
DATE:
14 MAY, '01
26 MAY, '01
28 MAY, '01
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