HomeMy WebLinkAboutBuilding Plans23'-5"
VALLEY SET DETAIL
** TOE NAIL VALLEY TRUSSES TO
SUPPORTING TRUSSES WITH A
MINIMUM OF 1-16d NAIL AT
EACH SUPPORTING TRUSS.
24"OC ODD SPA(
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r r r r
12
12 PPPPP'
PIGGYBACK TRUSS
2x4 PURLINS AT 24" OC
STR�CTURAL TRUSS BELOW
NOTE: ATTACH PURLINS TO STRUCTURAL TRUSS WITH
2 16d NAILS AT EACH INTERSECTION. BRACE
VERTICALS IN PIGGYBACK TRUSS LATERALLY
WITH 1 x4's AT 1/2 POINTS AND CONNECT WITH
2 10d NAILS AT EACH INTERSECTION.
PIGGYBACK CONNECTION DETAIL
** REFER TO ENGINEERED DRAWING A01—M0950131 —H001
FOR PIGGYBACK CAP TRUSS ATTATCHMENT REQUIREMENTS.
USE USP THDH26-2 HANGER AT TRUSSES A6 AND B7
USE USP THD26-2 HANGER AT TRUSS HGT
USE USP THD26 HANGER AT TRUSS:=S A, A2 -A5, 131,
33-136, E, AND E1
USE USP HJC26 HANGER AT TRUSSrS HJ 1, HJ3, AND HJ4
USE USP JL24 HANGER AT TRUSSES EJ 1,
--J3-EJ3B, AND EJ4
USE (1) USP RT7 ANCHOR AT EACH TRUSS BEARING
ONLY THE AREAS SHOWN HERE ARE TRUSSED. ALL
OTHER AREAS ARE STICK FRAMED BY OTHERS
TO SET THE VALLEY SET,
DETERMINE THE LOCATION OF THE
INTERSECTION OF THE ROOF RIDGE AT
THE ROOF SHEATHING (A). SET THE
FIRST VALLEY TRUSS SO ITS RIDGE IS
ALIGNED WITH THE ROOF TRUSS RIDGE.
SET THE REMAINING VALLEY TRUSSES
BY ALIGNING THE RIDGES. THESE
VALLEY TRUSSES WILL FALL AT 24°OC.
NOTE: THE VALLEY TRUSSES CAN SIT ON
TOP OF ROOF FRAMING AND REFERENCE
POINT A WILL BE AT INTERSECTION OF
ROOF RIDGE AND ROOF FRAMING.
LATERAL_ BRACING
N
PERMANENT LATERAL
BRACING TAG O
zz
REQUIRED HERE
Truss design requires continuous lateral
brocing on this member aid similar
members of adjacent trusses.
KINTEC WOOD TRUSS MFG., INC.
r 800-527-4138 a 502-241-9456
WHEN THE ABOVE TAG IS FOUND, A 2x4 CONTINUOUS BRACE IS REQUIRED AT THAT POINT FOR
THE ENTIRE SERIES OF THAT PARTICULAR TRUSS. SEE "HIB -91" FOR ADDITIONAL REQUIREMENTS.
NOTE: ALL LATERAL BRACES ATTACHED TO WEB WITH TWO (2) 16d NAILS
T -BRACE
BRACE
BRACE THIS
TRIJ MEMBER
WEB
Truss design requires T—trace on
this member and similar nembers
of adjacent trusses.
KINTEC WOOD TRUSS MFG., INC.
800-527-4736 • 502-241-9456
WHEN A SINGLE TAG IS FOUND, WEB REQUIRES A 2X4 BRACE.
WHEN TWO TAGS ARE FOUND, WEB REQUIRES A 2X6 BRACE.
ALL BRACES EXTEND TO WITHIN 8" OF EACH END OF WEB, & ATTACHED W/ 16d NAILS 6" O.C.
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or additions to this Project without written percussion
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prepared by the Architect for this Project are instruments
of the Architect's service for use solely with respect to
this Project and shall not be used on other projects
or additions to this Project without written percussion
and due compensation to the Architect
Scope Drawings
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prepared by the Architect for this Project are instruments
of the Architect's service for use solely with respect to
this Project and shall not be used on other projects
or additions to this Project without written percussion
and due compensation to the Architect
Scope Drawings
These drawings indicate the general scope of the project
in terms of architectural design concept, the dimensions
of budding, the major architectural elements and, in
some cases, the stnicturol, mechanical, and / or
electrical systems. The DrawiNs do not necessarily
indicate or describe all work required for full performance
and the completion of the requirements of the Contract.
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the trade contractors shag furnish all items required for
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of the Architect's service for use solely with respect to
this Project and shall not be used on other projects
or additions to this Project without written percussion
and due compensation to the Architect
Scope Drawings
These drawings indicate the general scope of the project
in terms of architectural design concept, the dimensions
of budding, the major architectural elements and, in
some cases, the stnicturol, mechanical, and / or
electrical systems. The DrawiNs do not necessarily
indicate or describe all work required for full performance
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AR+C MECTURAL DMGN
AND TEC NOLC)GY GROUP, LTD.
8765 GUION ROAD, SUITE •D
INDIANAPOLLSr INDIANA 46268
FAX 317471-1230
317-471-1500
ISSUE: DATE:
DRAWN BY:
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ACCEPTED:
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DATE:
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Use of Documents
The Drawings. Specifications, and other documents
prepared by the Architect for this Project are instruments
of the Architect's service for use solely with respect to
this Project and shall not be used on other projects
or additions to this Project without written percussion
and due compensation to the Architect
Scope Drawings
These drawings indicate the general scope of the project
in terms of architectural design concept, the dimensions
of budding, the major architectural elements and, in
some cases, the stnicturol, mechanical, and / or
electrical systems. The DrawiNs do not necessarily
indicate or describe all work required for full performance
and the completion of the requirements of the Contract.
On the basis of the general scope indicated or described
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LEGEND:
I.E.D.U. S S.E. - INGRESS -EGRESS, DRAINAGE, UTILITY
AND SEWER EASEMENT
D.U.a M.E. - DRAINAGE, UTILITY a MAINTENANCE EASEMENT
D.U. do S.E -- DRAINAGE UTILITY k SEVER EASEMENT
BLDG. LINE - BUILDING LINE
t EXISTING CONCRETE MONUMENT
0 3/13" ALUMINUM ROD W/CAP SET
sq. f - SQUARE FOOTAGE
Q -- CONCRETE MONUMENT SET
SOURCE OF TITLE SPECIAL WARRANTY DEED TO
BRIDLEBOURNE DEMUMPMENT CO.
A= 13'11'118'
R = 2200.00'
T = 254.32'L = 506.39'
7 Rol
wn� Rol :I IN
LAKE No 2
o y9
.hh O X190
5 2p°a�2 i
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JULY 25. i986 RECORDED IN, DEED RECORD 358.
Z_.�v
PACE 192 (INSTR WE M7 0 8615244)�
0
SCALE= ! t`=100' �a°;''° .' �0. \\
8514'17' /
0 200 R= 60.00'
T = 55.21'
L= 89.26' t =56 5 ��' 2 LO -Ir" 1 . A\
loo 300 51,874 sq. ft. \\
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(R.R. SPIKE)
BEGINNING
POINT
(NW COR. BRIDLEBOURNE
SECTION 4)
(ASSL4AED BEARING)
N 00`Oa000 E
808.76'
� ti
I J W 1/ 4 �.�A 9h. 358
asty,
- -/ 4 �- t LOT 18 `� � � � '
S 1 �� 53,015 sq. ft. °° s
cp y /
SECTION
W-14- W__
LOT 14
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g 63,539 sq. ft.
�,. ti 35qv
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LOT 15 �� \,
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Off'
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N 89'40'116" E
314.47' _PO'
1� X
79.96_154.510 LOT 19 �o i
NE59,203 sq ft. Q _5x �01 �
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SW 1/4
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IvW ° 1 88,297 sq. ft.
01
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♦ 326.90
E'90000'00- w� , , 11636.01' 14.36' �a oo NORTH LINE
5/8" REBAR WICAP �• L'7 BRIDLEBOURNE SEC.4
(PLAT BOOK 16. PAGES 62-63
AND INSTRUMENT # 89-04523) .00-
SW
.SW COR. N 112 SW 1/4
SEC. 5 -17N -3E - _ "" E1S�S..t•�.. Y, ragt&SE
SOUTH LINE N 112 SW 114 ,
SEC. 5 -17N -3E r4:4,
c�'•T 1
BRIDLEBOURNE DEVELOPME�'1�� `
A200- �,-
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/ PANHANDLE EASTERN PIPELINE ESMT.
AMENDMENT OF RIGHT-OF-WAY GRANTS
BOOK 58 PGS. 15-19 .
�►NP ,� • Sw�T �PI.�H
I +45 244•S*.28
m� -' r
WATER UNE
•.4-
`T 30
HINTOCKS CIRCLE
No ,Scale
INDEX TO DRAWINGS
ARIM * i✓�tt.7 A3
A200
BRIDLEBOURNE PLAN/LOT 12 SITE PLAN &INDEX
A201
BASEMENT/FOUNDATION PLAN, NOTES &DETAILS
A202
FIRST FLOOR PLAN, NOTES & DETAILS
A203
SECOND FLOOR PLAN, NOTES & DETAILS
A301
FRONT &REAR ELEVATIONS, SECTIONS &DETAILS
A302
LEFT &RIGHT SIDE ELEVATIONS, SECTIONS/DETAILS
A303
BUILDING CROSS SECTIONS &DETAILS
A601
BASEMEN ELECTRICAL PLAN
A602
FIRST FLOOR ELECTRICAL PLAN
A603
SECOND FLOOR ELECTRICAL PLAN
2
A200
LAND DESCRIPTION
1, the undersigned. hereby certify that the wi:hin plat is a rcpreacntation of the lands surveyed,
subdivided and platted under my direct supervision and control and that it is true and correct to the
best of my knowledge and beticf:
Part of the North half of the Southwest Quart:r and Part of the Northwest Quarter of Section S.
Township 17 North. Range 3 East in Hamilton County. Indiana. being more particularly described as
follows:
Commencing at the Southwest corner of the North Half of the said Southwest Quarter Section' thence
North 00 degrees 00 minutes 00 seconds East (As..!mcd Searing) along the West line of the North Half
of the said Southwest Quarter Section a distance of 908.76 feet to the Beginning Point (said Beginning
i'uint being the Northwest Corner of the Bridlebournc Section 4, a subdivision in Hamilton County,
Indiana, the plat or which it recorded in Plat Book 16, Pages 62-63 and Instrument *89-04523 in the
Office of the Recorder of Hamilton County. Indiana); thence continuing North 00 dCBkees 00 minutes
Go seconds East along said VCS! line a distance of 412.75 feet; thence North 89 dcgreei 40 minutes 16
ac:onds East a distance of 314.47 feet; thence North 43 degrees 08 minutes 29 seconds East a distance of
2vS 24 feet to a curve hawing radius of 60.00 feet. the radius point of which bears North 13 degrees 18
minutes 53 seconds East; thcscc Northerly along the arc of said curve a distance of 89.26 feet to the
puint of reverse curvature of a curve having a radius of 2200.00 feet, the radius point of which bears
Borth 81 degrees 26 minutes 110 seconds West; thence Northerly along the at.: of said curve 2 distance of
Sua39 feet to the point of reterse curvature of a curve having a radius of 200.00 feet, the'radius point
of which bears North 8S degrees 21 minutes 52 seconds East; thence Northeasterly along the arc of said
curve a distance of 304.29 feet to the point of reverse curvature of a curve having a radius of 1500.00
feet, the radius point of wbicb bears North 09 degrees 43 minutes 32 seconds East; thence Easterly along
the are of said curve a distance of $50.52 feet to a point which bears South I I degrees 18 minutes 10
seconds East from said radias point; thence North 85 degrees 21 minutes 55 seconds East a distance of
145.11 feet to a curve having a radius of 30.00, the radius point of which bears South 03 degrees 38
minutes 05 seconds East; thence Southeasterly 21009 the are of sail &:urvc a distance of 72.67 feet to a
point which bears South 45 degrees 51 minutes 01 seconds East from said radius point; thence North 4S
degrees 22 minutes 23 seconds East a distance of 220.39 feet; theme Suuth 71 degrees 29 minutes 38
seconds East a distance of 239.90 feet; thence North 00 degrees 34 IOrnutcs 31 c:onds Best a distance of
407.84 feet thence North 8.1 degrees 05 minutes 09 seconds Eabt a .listan:c of 918.05 feet to the East
line of said Northwest Quairr section; thence South 00 degrees Ott tninutes 32 seconds west along the
said East line a distance uf•(5.14 feet to the Northeast corner of said Bridicbourne section 4 (the next
two (2) described courses Wale2long the North line of said Nridlebuurnc Section 4); thence South 48
degrees 55 minutes 02 sccorils West a distance of 275.1.48 feet; thence South 90 degrees 00 minutes 00
seconds West a distance of 616.01 feet to the Beginning Point, containing 44.lu8 arcs, mute or less.
This subdivision Consists of 11 lots. numbered 9 through 20 together with :.;muton areas. streets, and
easements as shown hereon.
The size of lots, common areal and widths of streets and easements arc shown in figures denoting feet
and decimal parts thereof.
r % -4-
,EDWARD D. GIACOLETTI 9 �j
REGISTERED LAND SURVEYOR
INDIANA PS0560
LEGEND
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GENERAL NOTES:
1. ALL CUTS ARE TAXEN FROM THE EXISTING GRAM
To THE PIPE INVERT. -
2 ALL WYE. LAI RAL AND PROFU STATIONS ARE
FROM THE NEAREST Da1WSTREAM MANHOLE. (MH)
3. wYES AND LATERALS TO BE V PIPE UNLESS
ODIERNSE SPECIFIED.
4. ALL wtE CONNECTIONS SHALL NAVE A taNIMUM
OF FIVE FOOT LATERAL DUE NEON CONNECTED To
THE wYE. THE END OF THE LATERAL SHALL BE
PLUGGED OR CAPPED.
s IT SHALL BE THE CONTRACTORS RESPONSIBILITY
TO FIELD VERIFY ALL UTILITY LOCATIONS BEFORE
CONSTRUCTION BEGrts.
Q TEMPORARY TRAFFIC CONTROL DIMIG
TAPPLICABLE
LOC7A 'r TO
7. ALL CONS7RUGTION ACTtWTY oN THIS SITE TO BE
PERFORMED IN COMPLIANCE VITH APPLICABLE O.S.H.A.
STANDARDS FOR VA*WER SAFETY.
4 CONTRACTOR SHALL UM 02E DAMAGE TO EASTING
TREES. REMOVE AND REPLACE TREES AS REQUIRED.
0. CONTRACTOR is RESPONSIBLE FOR RETURNING ALL DISTURBED
AREAS To ORIGNAL PRECONSTi81CTED CONDIAON.
to. CONTRACTOR SHALL REPAIR ALL SUB -SURFACE MAINS.
STORM SEVERS, OR ANY 010#R U71UM ENCOUMMUL
op
\ It ,' 4.� , � �..: � • AJ��. � � .1(11
000 00,
IL
\04
LOT 16 SITE PLAN.
1" = 30'
RELEASED FOR CONSTRUCTION
Subject to compliance with all Regulations
of state and Local Codes
DEPT OF COMMUN41TY SERVICES
CITY OF CARMEL/ !�� ., ��,• �
1
ARIM * i✓�tt.7 A3
AND TECIMOLMY GROW, LTD
8765 GUION ROAD. SUITE OD
INDIANAPOLK INDIANA 46268
FAX 317-471-1234
317-471-1580
ISSUE: DATE:
DRAWN BY:
CHECKED BY:
MCG
MCG
ACCEPTED:
COMPUTER FILE:
DATE:
c:/DWG/GRUNRES/GrRDWO0
06/30/97
Use of
Documents
The Drawings, Specifications, and other documents
prepared by the Architect for this Project are instruments
of the Architect's service for use solely with respect to
this Project and shall not be used on other projects
or additions to this Project without written permission
cad due compensation to the Architect.
Scope
Drawings
These drawings indicate the general scope of the project
in terms of architectural design concept, the dimensions
of building, the major architectural elements and, in
some cases, the structural, mechanical, and / or
electrical systems. The Drawings do not necessarily
indicate or describe oil work required for full performance
and the completion of the requirements of the Contract.
On the basis of the general scope indicated or described
the trade contractors shag furnish all items required for
the proper execution and completion of the work.
Mr
YagneFsh Patel
45 Mount Zion Road
Caramel, I1'ldlana 46052
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BASEMENT /FOUNDATION PLAN
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a2ot scat: ?-0-o"
STRUCTURAL NOTES
NREM,
RC1. ALL CONCRETE SHALL HAVE THE FOLLOWING 28 DAY
COMPRESSIVE SnuaNCTHs:
- FOOTINGS' AJ: ALL CONCRETE 3 d Q�6119,
BELOW FROST LINE
- EXT. SLABS,, PERS. WALLS. 4,000 PSI 6%
COLJUMN% GRADE BEAUS Alt
-ALL CONC. EXPOSED TO
IN!TTEERIIO/OR51A9W 4.QOD PSI 2x
BS
RC2. ALL REINFORC3NIG STEM SHALL BE DETAILED. SUPPLIED,
AND PLACED IN ACCORDANCE WITH ACI 315-88, AGI 318-89.
AND CRSI MSP -90.
RC3. ALL REINFORCING STEEL SHALL BE SHOP FABRICATED AND.
WHERE APPUCABLE. SHALL BE VARIED TOGETHER TO
CONFORM TO ANTM A-615. GRADE 60.
RC4. CHAMFER EDGES OF EXPOSED COME 3/4', UNLESS
NOTED OTHERWISE.
RCS. CONTRACTOR SHALL MAKE FOUR 6' X 1Y TEXT CYLINDERS
FOR EACH 50 CUBIC YARDS OF CONCRETE POURED FOR
EACH GAYS OPERATION- BREAK 1 AT 7 GAYS, 2 AT 28 DAYS,
AND RETAIN 1 SPARE SEND REPORTS TO ARCHITECT.
RC6. ALL WEi.DED WIRE FABRIC SHALL CONRORM TO ASTM A185.
Fy(MLN_) ELDED SH� !l
RCI. Aj,j, FBOFF! COBsLJCRETEKSI, COlALLWK2tETE FCC3REWIREINtOR1CLAPS /M!DAH. FALSEiMORK
sHNALL BE IN AccoRDNCE wm4 ACI 3Oi-a9. coNTwACToa
6 SOLELY RESPONSIBLE FOR THE DESIGN AND CONSTRUCRON
OF ALL FORMWOF K, FALSEWORK AND SNORING.
RC8. PROVIDE THE FOLLOWING COVERAGES OVER REINFORCING,
FOOTINGS BOTTOM AND
UNFORMED EDGES
-- FOOTINGS FORMED EDGES do TOP r
SLAB ON GRADE SLAB ON GRADE UPPER THIRD
RC9. PROVIDE SLEEVES FOR ALL OPENINGS IN GRADE BEAMS
TO TOTALLY SEPARATE PIPE FROM CONCRETE
Ern rRA STEEL
SSI. ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING:
- ROLLED SHAPES ASTM A36 (Fy . 36KSI) OR ASTM A572
(Fy - 50 KSI) WHERE INDICATED
- STRUCTURAL TUBES ASTM A50D. GRADE B (Fy - 46 KSI)
- STRUCRIRAL. PIPES ASTM A5D1, GRADE B (Fy s 36 KSI)
SS2. ALL STEEL. SHALL BE DETAILED, FABRICATED AND ER£Cn
IN ACCORDANCE WITH ALSC "ALLOWABLE STRESS DESIGN
FOR STRUCTURAL STEEL. BUILDINGT AND THE -CODE
OF STANDARD PRACTICE' NINTH EDITION.
SS3- ALL BOLTED CONI)ECTIONS SHALL, BE MADE WITH 31-C DIA.
A325 BOLTS WITH NUTS AND WASHERS. UNLESS OTHERWISE
N07M ALL CONNECTIONS. EXCEPT BRACING CONNECTIONS
SHALL BE SHEAR BEARING CONNNECTKM TIGHTENED 70 THE
SNUG-TMSii CONDIMON. UNLESS NOTED OTHERWISE ALL
CON NCETIONS SHALL CONFORM TO THE ASD SPECIFICATION
FOR STRUCTURAL JOINTS USING ASTM A32S OR A490 BOLTS.
SS4. ALL SHOP AND FIELD WEIOS SHALT. BE MADE USING E70
ELECTRODES OR EQUNALEINT
SSS. ALL HEADED CONCRETE ANCHORS SHALL BE ASTM AiOB
(Fy - 50 KSI), 3/4- DIA. X C AFTER WELDING. UNLESS NOTED
OTHERWISE
SS6. STEEL FABRICATOR SHALL OEM THE SIZE AND LOCATION
OF ALL OPENINGS FOR GRILLES. LOUVERS. ETC. BEFORE
PROCEEDING WITH THE FiABRICATiON AND ERECTION OF ANY
REQUIRED FRAMES.
SS7. PROVIDE HECKMAN #129 AND 1130 CHANNEL SLOT ANCHORS
AT ALL COLUMNS THAT ABUT MASONRY WALLS, UNLESS N07ED.
558. PROVIDE 7EMPORAY BRACING OR THE STRUCTURE UN TILL
ALL PERMANENT LATERAL SUPPORT IS IN PLACE
MaULIFACTIM WOW YRiISSFS
WTi. MALINUFACTURED WOOD TRUSSES SHILL BE DESIGNED FOR
THE FOLLOWING LOADS:
- TOP CHORD DEAD 15 PSF
- BOTTOM 04M DEAD 10 PSF
-TOP CHORD LINE 25 PSF
W72. ALL CONNECTORS SHALL, BE MANUFACTURED BY SIMPSON
STRONG -11E COMPANY, UNLESS OTHERWISE APPROVED BY
ARCHITECT.
W73. ALL TRUSSES SHALL BE SPACED AT 24. O.C. UNLESS NOTED.
WT4- ALL. STANDARD. HIP. VALLEY. SCISSM GIRDER AND OTHER
MISC. TRUSSES AND SUPPLEMENTAL ROOF FRAMING NOT
SHOWN. SHALL BE DESIGNED AND PROVIDED BY THE TRUSS
MANUFACTURER£ AND CONTRACTOR. TRUSS MANUFACTURER
AND CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL
TRUSS LAYOUT. WITH THE APPROVLA OF THE ARCHITECT_
SAWN LUMBER AND GLUE L6WH8EIT1 LL&=
Wt. ALL WOOD SHALL BE AS FOLLOWS:
- 2x4. 2x6. 2X8 SPRUCE. PINE: FiR (SPF), 12. IaLN-ORIED
OR SOUTHERN PINE. 12
-ALL OTHER SIZES SOUTHERN PINE. 12. KILN -DRIED
W2. ALL WOOD. CONNECTIONS AMID FRECTiON SHNA€L BE IN
CONFORMANCE WiTH T}iE CURREtNT EDITION OF NEPA
NATIONAL DESIGN SPECIFICATION.
W3. ALL CONNECTORS SHALL BE BY SIdP'aON STRONG -IEE
COMPANY UNLESS OTHERWISE APPROVED BY ARCHITECT
W4- LAMINATED BEAMS SHALL MEET THE ROOUIREMEMS OF
ANSI / AITC A190.1 AND SHALL PAVE THE FOLLOWING
MINIMUM DESIGN STANDARDS:
- 2.400 PSN IN SENDING
- 200 PSI IN HORIZONTAL. SHEAR
- 1.8OQ,DOD PSI MODULUS OF ELASTIM
- DRY CONDITION OF SERVICE
SMELT) REQUIREMENTS FOR WEr
CONDITION OF SERVIM
- ARCHIECTURAL APPEARANCE GRAGE AT BEAMS
EXPOSED TO ViEW.
- INDUSTRIAL APPEARANCE GRADE AT BEAMS
NOT EXPOSED TO VIEW.
W5. ALL SILL PLATES SHALL BE TREATED WITH STANDARD
CGA PRESSERHATIVE TREATMENT
W6. ALL EXPOSED DECKING MEMBERS, INCLUDING JOISTS, SHALL
BE TREATED WITH STANDARD CCA PRESSERVATNE
TRAETMENT IF NOT CEDAR. ALL NAILS USED FOR DECKING
SHALL BE GALVANIZED.
W7. ATTACH ALL TOP PLATES AND SILLS 70 SKIDS WITH
(2) 16d NAILS.
GENERAL NOTES
L Cf]nUCTOR CO VLY WITH ALL APPLICABLE COM
FEGQATIM, COVENAM, AND MTRICTICN &
2. NOTIFY ARCHITECT OF ANY 019p fPANGE:& PR10R TO
CGNTRAM Ibom
3. 091SY 10 ARE N"UL TO FACE OF pREFWR HALL AND
CE?NTERI.INE CR FACE CF INTEFWR U41 I a EN CE Pr 64Wt&
DFBNSICNS AT SUM ARE TO 8HAFT &OE OF I1NJ 3
4. ATTACH ALL VRML UOI NG DRl'LUILL 6CFft6 - 00 NOT USE
HA.&,
s INSTALL FOM F414FORCED CSIENT BOARD I'9E100 TILE
WALL& AT 890LER&
6. NSTALL'.lGti•'iT AND ROC F VBNT& AS I BY COVE
PROVIDE INSECT OCF43M CN ALL. VBNISe DO NOT INSTALL
ROOF VERIS U04E WIDLF PRM F14ONT SIDE CF &7RJ=FE.
I DO NOT JNSTALL. PL11VM VENT& OR FLIS5 UM VISILM
RQCM RWtT WE OF STFUC:nUIQE
& INSTALL 67EEL LINTELS ADOVE ALL. OF8065 UXW
SlI'OPM hA90Wr ABOVE - NZE PM CGDE
$ INSTALL. GUTTEP6 *0 OCINBFOES& RN ALL N 1150'.JAS Ji2Q E
ALL FW&. FROVIM C ICRF7E SPL M 151,0= AT ALL.
10 ALL F4CF OVJR7FLA M AFM W FROM FACE OF 37ID,
E RN37ALL DRAIiNAIr,� P!P!L'i AtmiJ^D ALL BASSB T IL4113 AND
AHO MU HNT S Aa, PMIE TO Supp Pit, AHO **TALL
J'tiT' 1N DAU31E NT N'ECHHMW.41. RXM
AREA TABULATIONS
MAN FLOOR AREAS
SCUARE FOOTAGE
BASEMENT FLOOR
3,345 SF
FIRST FLOOR
3,895 SF
12
1,780 SF
0
675 SF
TOTAL. FINISHED AREA ( No Bonus) 9020 SF
OTHER AREAS
GARAGE
1.032 SF
MAIN LEVEL BALCONY/DECK
175 SF
OTHER AREAS TOTAL
1,207 SF
TOTAL ALL AREAS
10.227 SF
MCG
MCG
ACCEPTED:
COMPUTER FILE:
DATE:
C:/DWG/GREENRES/GREW01
06/30/97
Use of
Documents
The Drawings, specifications, and other documents
prepared by the Architect for this Project are instruments
of the Architect's service for use solely with respect to
this Project and shall not be used on other projects
or additions to this Project without written permission
and due compensation to the Architect
O
Drawings
These drawings indicate the general scope of the project
in terms of architectural design concept, the dimensions
of building, the major architectural elements and, in
some cases, the structural, mechanical, and / or
electrical systems. The Drawings do not necessarily
indicate or describe all work required for full performance
and the completion of the requirements of the Contract.
On the basis of the general scope indicated or described,
the trade contractors shall furnish all items required for
the proper execution and completion of the work.
Mra
Y gnesh Patel
r�
Zionsville, lndana 46052
1-765-482-4990
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BASEMENT /FOUNDATION PLAN
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� DETAIL
a2ot scat: ?-0-o"
STRUCTURAL NOTES
NREM,
RC1. ALL CONCRETE SHALL HAVE THE FOLLOWING 28 DAY
COMPRESSIVE SnuaNCTHs:
- FOOTINGS' AJ: ALL CONCRETE 3 d Q�6119,
BELOW FROST LINE
- EXT. SLABS,, PERS. WALLS. 4,000 PSI 6%
COLJUMN% GRADE BEAUS Alt
-ALL CONC. EXPOSED TO
IN!TTEERIIO/OR51A9W 4.QOD PSI 2x
BS
RC2. ALL REINFORC3NIG STEM SHALL BE DETAILED. SUPPLIED,
AND PLACED IN ACCORDANCE WITH ACI 315-88, AGI 318-89.
AND CRSI MSP -90.
RC3. ALL REINFORCING STEEL SHALL BE SHOP FABRICATED AND.
WHERE APPUCABLE. SHALL BE VARIED TOGETHER TO
CONFORM TO ANTM A-615. GRADE 60.
RC4. CHAMFER EDGES OF EXPOSED COME 3/4', UNLESS
NOTED OTHERWISE.
RCS. CONTRACTOR SHALL MAKE FOUR 6' X 1Y TEXT CYLINDERS
FOR EACH 50 CUBIC YARDS OF CONCRETE POURED FOR
EACH GAYS OPERATION- BREAK 1 AT 7 GAYS, 2 AT 28 DAYS,
AND RETAIN 1 SPARE SEND REPORTS TO ARCHITECT.
RC6. ALL WEi.DED WIRE FABRIC SHALL CONRORM TO ASTM A185.
Fy(MLN_) ELDED SH� !l
RCI. Aj,j, FBOFF! COBsLJCRETEKSI, COlALLWK2tETE FCC3REWIREINtOR1CLAPS /M!DAH. FALSEiMORK
sHNALL BE IN AccoRDNCE wm4 ACI 3Oi-a9. coNTwACToa
6 SOLELY RESPONSIBLE FOR THE DESIGN AND CONSTRUCRON
OF ALL FORMWOF K, FALSEWORK AND SNORING.
RC8. PROVIDE THE FOLLOWING COVERAGES OVER REINFORCING,
FOOTINGS BOTTOM AND
UNFORMED EDGES
-- FOOTINGS FORMED EDGES do TOP r
SLAB ON GRADE SLAB ON GRADE UPPER THIRD
RC9. PROVIDE SLEEVES FOR ALL OPENINGS IN GRADE BEAMS
TO TOTALLY SEPARATE PIPE FROM CONCRETE
Ern rRA STEEL
SSI. ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING:
- ROLLED SHAPES ASTM A36 (Fy . 36KSI) OR ASTM A572
(Fy - 50 KSI) WHERE INDICATED
- STRUCTURAL TUBES ASTM A50D. GRADE B (Fy - 46 KSI)
- STRUCRIRAL. PIPES ASTM A5D1, GRADE B (Fy s 36 KSI)
SS2. ALL STEEL. SHALL BE DETAILED, FABRICATED AND ER£Cn
IN ACCORDANCE WITH ALSC "ALLOWABLE STRESS DESIGN
FOR STRUCTURAL STEEL. BUILDINGT AND THE -CODE
OF STANDARD PRACTICE' NINTH EDITION.
SS3- ALL BOLTED CONI)ECTIONS SHALL, BE MADE WITH 31-C DIA.
A325 BOLTS WITH NUTS AND WASHERS. UNLESS OTHERWISE
N07M ALL CONNECTIONS. EXCEPT BRACING CONNECTIONS
SHALL BE SHEAR BEARING CONNNECTKM TIGHTENED 70 THE
SNUG-TMSii CONDIMON. UNLESS NOTED OTHERWISE ALL
CON NCETIONS SHALL CONFORM TO THE ASD SPECIFICATION
FOR STRUCTURAL JOINTS USING ASTM A32S OR A490 BOLTS.
SS4. ALL SHOP AND FIELD WEIOS SHALT. BE MADE USING E70
ELECTRODES OR EQUNALEINT
SSS. ALL HEADED CONCRETE ANCHORS SHALL BE ASTM AiOB
(Fy - 50 KSI), 3/4- DIA. X C AFTER WELDING. UNLESS NOTED
OTHERWISE
SS6. STEEL FABRICATOR SHALL OEM THE SIZE AND LOCATION
OF ALL OPENINGS FOR GRILLES. LOUVERS. ETC. BEFORE
PROCEEDING WITH THE FiABRICATiON AND ERECTION OF ANY
REQUIRED FRAMES.
SS7. PROVIDE HECKMAN #129 AND 1130 CHANNEL SLOT ANCHORS
AT ALL COLUMNS THAT ABUT MASONRY WALLS, UNLESS N07ED.
558. PROVIDE 7EMPORAY BRACING OR THE STRUCTURE UN TILL
ALL PERMANENT LATERAL SUPPORT IS IN PLACE
MaULIFACTIM WOW YRiISSFS
WTi. MALINUFACTURED WOOD TRUSSES SHILL BE DESIGNED FOR
THE FOLLOWING LOADS:
- TOP CHORD DEAD 15 PSF
- BOTTOM 04M DEAD 10 PSF
-TOP CHORD LINE 25 PSF
W72. ALL CONNECTORS SHALL, BE MANUFACTURED BY SIMPSON
STRONG -11E COMPANY, UNLESS OTHERWISE APPROVED BY
ARCHITECT.
W73. ALL TRUSSES SHALL BE SPACED AT 24. O.C. UNLESS NOTED.
WT4- ALL. STANDARD. HIP. VALLEY. SCISSM GIRDER AND OTHER
MISC. TRUSSES AND SUPPLEMENTAL ROOF FRAMING NOT
SHOWN. SHALL BE DESIGNED AND PROVIDED BY THE TRUSS
MANUFACTURER£ AND CONTRACTOR. TRUSS MANUFACTURER
AND CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL
TRUSS LAYOUT. WITH THE APPROVLA OF THE ARCHITECT_
SAWN LUMBER AND GLUE L6WH8EIT1 LL&=
Wt. ALL WOOD SHALL BE AS FOLLOWS:
- 2x4. 2x6. 2X8 SPRUCE. PINE: FiR (SPF), 12. IaLN-ORIED
OR SOUTHERN PINE. 12
-ALL OTHER SIZES SOUTHERN PINE. 12. KILN -DRIED
W2. ALL WOOD. CONNECTIONS AMID FRECTiON SHNA€L BE IN
CONFORMANCE WiTH T}iE CURREtNT EDITION OF NEPA
NATIONAL DESIGN SPECIFICATION.
W3. ALL CONNECTORS SHALL BE BY SIdP'aON STRONG -IEE
COMPANY UNLESS OTHERWISE APPROVED BY ARCHITECT
W4- LAMINATED BEAMS SHALL MEET THE ROOUIREMEMS OF
ANSI / AITC A190.1 AND SHALL PAVE THE FOLLOWING
MINIMUM DESIGN STANDARDS:
- 2.400 PSN IN SENDING
- 200 PSI IN HORIZONTAL. SHEAR
- 1.8OQ,DOD PSI MODULUS OF ELASTIM
- DRY CONDITION OF SERVICE
SMELT) REQUIREMENTS FOR WEr
CONDITION OF SERVIM
- ARCHIECTURAL APPEARANCE GRAGE AT BEAMS
EXPOSED TO ViEW.
- INDUSTRIAL APPEARANCE GRADE AT BEAMS
NOT EXPOSED TO VIEW.
W5. ALL SILL PLATES SHALL BE TREATED WITH STANDARD
CGA PRESSERHATIVE TREATMENT
W6. ALL EXPOSED DECKING MEMBERS, INCLUDING JOISTS, SHALL
BE TREATED WITH STANDARD CCA PRESSERVATNE
TRAETMENT IF NOT CEDAR. ALL NAILS USED FOR DECKING
SHALL BE GALVANIZED.
W7. ATTACH ALL TOP PLATES AND SILLS 70 SKIDS WITH
(2) 16d NAILS.
GENERAL NOTES
L Cf]nUCTOR CO VLY WITH ALL APPLICABLE COM
FEGQATIM, COVENAM, AND MTRICTICN &
2. NOTIFY ARCHITECT OF ANY 019p fPANGE:& PR10R TO
CGNTRAM Ibom
3. 091SY 10 ARE N"UL TO FACE OF pREFWR HALL AND
CE?NTERI.INE CR FACE CF INTEFWR U41 I a EN CE Pr 64Wt&
DFBNSICNS AT SUM ARE TO 8HAFT &OE OF I1NJ 3
4. ATTACH ALL VRML UOI NG DRl'LUILL 6CFft6 - 00 NOT USE
HA.&,
s INSTALL FOM F414FORCED CSIENT BOARD I'9E100 TILE
WALL& AT 890LER&
6. NSTALL'.lGti•'iT AND ROC F VBNT& AS I BY COVE
PROVIDE INSECT OCF43M CN ALL. VBNISe DO NOT INSTALL
ROOF VERIS U04E WIDLF PRM F14ONT SIDE CF &7RJ=FE.
I DO NOT JNSTALL. PL11VM VENT& OR FLIS5 UM VISILM
RQCM RWtT WE OF STFUC:nUIQE
& INSTALL 67EEL LINTELS ADOVE ALL. OF8065 UXW
SlI'OPM hA90Wr ABOVE - NZE PM CGDE
$ INSTALL. GUTTEP6 *0 OCINBFOES& RN ALL N 1150'.JAS Ji2Q E
ALL FW&. FROVIM C ICRF7E SPL M 151,0= AT ALL.
10 ALL F4CF OVJR7FLA M AFM W FROM FACE OF 37ID,
E RN37ALL DRAIiNAIr,� P!P!L'i AtmiJ^D ALL BASSB T IL4113 AND
AHO MU HNT S Aa, PMIE TO Supp Pit, AHO **TALL
J'tiT' 1N DAU31E NT N'ECHHMW.41. RXM
AREA TABULATIONS
MAN FLOOR AREAS
SCUARE FOOTAGE
BASEMENT FLOOR
3,345 SF
FIRST FLOOR
3,895 SF
SECOND FLOOR
1,780 SF
Bonus Room
675 SF
TOTAL. FINISHED AREA ( No Bonus) 9020 SF
OTHER AREAS
GARAGE
1.032 SF
MAIN LEVEL BALCONY/DECK
175 SF
OTHER AREAS TOTAL
1,207 SF
TOTAL ALL AREAS
10.227 SF
L 0
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MEN i --
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AR=7EC'I'UR4L DESIGN
AND TEMOLOGY GR". LTD
8765 GUION ROAD, SM7E''D
INDIANAPOLIS, INDIANA 46268
FAX 317-471-1234
317-471-1504
ISSUE: DATE:
DRAWN . BY:
CHECKED BY:
MCG
MCG
ACCEPTED:
COMPUTER FILE:
DATE:
C:/DWG/GREENRES/GREW01
06/30/97
Use of
Documents
The Drawings, specifications, and other documents
prepared by the Architect for this Project are instruments
of the Architect's service for use solely with respect to
this Project and shall not be used on other projects
or additions to this Project without written permission
and due compensation to the Architect
Scope
Drawings
These drawings indicate the general scope of the project
in terms of architectural design concept, the dimensions
of building, the major architectural elements and, in
some cases, the structural, mechanical, and / or
electrical systems. The Drawings do not necessarily
indicate or describe all work required for full performance
and the completion of the requirements of the Contract.
On the basis of the general scope indicated or described,
the trade contractors shall furnish all items required for
the proper execution and completion of the work.
Mra
Y gnesh Patel
45 Mount Zion Road
Zionsville, lndana 46052
1-765-482-4990
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MAIN FLOOR AREAS
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BASEMENT FLOOR
3,345 SF
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3.895 SF
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1,780 SF
Bonus Room
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TOTAL FW WISHED AREA ( No Bonus) 9020 SF
"2=iv'
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GARAGE
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MALN LEVEL. BALCONY/DECK
175 SF
OTHER AREAS TOTAL
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FtrP N WOEMBU HECK WUL RXK
AREA TABULATIONS
MAIN FLOOR AREAS
`�
BASEMENT FLOOR
3,345 SF
FIRST FLOOR
3.895 SF
O
1,780 SF
Bonus Room
675 SF
TOTAL FW WISHED AREA ( No Bonus) 9020 SF
OTHER AREAS
N
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GENERAL NOTES
E CCWItt+GTOR Ca MY WW ALL AM%r- "C M
VeR Anmo GOVIK* i$ 00 RESTRtGiiL11S.
z WW ARGIL = OF Mr V6CPfP*CW PRIOR To
cataft" wow,
a Dl M0 4 ARE 1ka`N& TO RM of elcUMM ttt" Atm
CRM&W CR FACE OF rY OOM molts, Man &.M&
D1'£#!"JKW AT 6W% ARL: TO OOT NX OF 11411
l Aa1'AW ALL ORTILL" LOM ORTW&L WaS - W wr m
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3 NSTALL FtD92 fgt€ORCEA C@'E#tt 90AM eaw 112
mALls AT s++oWMA
6. NSTALL'.,QFtf Ati� ROOF VBdTg A8 bti' Gt7DE
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ROOF vm 6l ER$ VLtLipLE Fia7t7 FRRtT 610E OF tLTRUCtLFiE
Z DO 110E NSTALL PLt#tSll' VFNfv OR FLIES IS8i8 YtS4,8E
FRCM FRGtT tL87E CF 6TLa+GTiliE
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WPM hmaw mow - &Z FSR t,cm
s NSTALL &WrM Atm DCUtWO ra 04 ALL FMCM FROM
CONCMM &%A% MOM AT ALL.
W. ALL ROOF 041* M ARE L4• FRM FACE OF STUD.
R INSTALL DRANAGE PFM ARWV ALL WMMU ttt4tL•5 AD
*0 t?AE&9W SAM. RXn To'SW PR, MO NSTAL.L
FtrP N WOEMBU HECK WUL RXK
AREA TABULATIONS
MAIN FLOOR AREAS
SQUARE FooTA�cE
BASEMENT FLOOR
3,345 SF
FIRST FLOOR
3.895 SF
SECOND FLOOR
1,780 SF
Bonus Room
675 SF
TOTAL FW WISHED AREA ( No Bonus) 9020 SF
OTHER AREAS
GARAGE
1.032 SF
MALN LEVEL. BALCONY/DECK
175 SF
OTHER AREAS TOTAL
1.207 SF
TOTAL ALL AREAS
10.227 SF
8!=
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GENERAL NOTES
L C%ffP#=MCa LY anti ALL A "r-#ei1 cam
R�LAT� 4 *0 M011151=11M
Z NO rl A%20= OF A ff DISQZ OMM PROR TO
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2 DO Wr *WALL PLif ! M vM OR i9,M vom
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errPORt riaeowcr ADOVI: - ei:>" PER coop
S li &L 6BrM0 ABD V=tiel,ortie Of ALi. PAe 0 Wt
ASL WO&MVM CONdiE1L+EP1AN MMM AT ALL
co�id�ura
1R AM WM 0lr9iiMl'+d ASE l4` FRAM FACE OF SM,
L WALL DRAMA IE PrIft AW" ALL DAMIM MAI 16 AV
App !lAO Gtr NAIL l0= TO OPP Pit AND WALL
PZ!'>R N EA5EMENr?ECWQW.& ROCIS
AREA TABULATIONS
mm FLOOR AWM SQUW FOOMM
114SEMEt1F FLOOR 3.345 SF
F1RU FLOOR 3.895 SF
SECOND FLOOR 1.780 SF
Bonus Room 675 SF
TOTAL FAD AREA ( No Bonus) 9M SF
071•r£R ARS
GARAGE 1.032 SF
MAIN LEVEL BMMNY/DECK 175 SF
oTHM AREAS TOTAL. 1.207 SF
TOTAL ALL AREAS 10.227 SF
AIN 211 1VC1UF.4L ON
D'i GROUPS U
8785 GUION ROAD SUITED
INDIANAPOLIS, INDIANA 46268
FAX 317-471-1230
317-aI-1540
ISSUE: DATE:
^v�lCa ,=Lc1E
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ACCEPTED:
COMPUTER FILE:
DATE:
C:/DWQ/FAMES/PATW03
06�3Q/97
No v -7 : ---q
Documents
The Drawings. Specifications. and other documents
prepared by the Architect for this Project ore instruments
of the ArWdect's service for use solely with respect to
-4.'S `;D 4" O,C .
5�7' QE/ti1F, C.4r.JT.
and due compensation to the Architect
CONC. HOAR TH
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1
A203
SECOND FLOOR PLAN
GENERAL NOTES
L C%ffP#=MCa LY anti ALL A "r-#ei1 cam
R�LAT� 4 *0 M011151=11M
Z NO rl A%20= OF A ff DISQZ OMM PROR TO
OOlifttlYirik7liC
!; Df81di0ii6 AIE IiO'1liAL TO f,AC7: OF E>tFBiIOR Ott ATO
OR FACt' OF titEWOR � E�aGfP? SFiAFi>}.
O!!iiliOFid AT Qii�7D AlE �lii�Fr !$7E CF Wi.LA�.
4 A1TACii AiLL Dia>'wLl. V6Ns DRrtt{L. eae� . Da tsar ueE
ri"
� NStALt flQ�9T Aid ROQ� vl3� Ab DY 000E
PRW= PMW eaaEW Ot ALL V91% DOW IWALL
RMF VM v>e= FWl FRW BIDE OF ail =UW -
2 DO Wr *WALL PLif ! M vM OR i9,M vom
"Im a" ftXF-
aF61FW
a WALL SIM LlA8r6 /E g& ALL "OW U40i
errPORt riaeowcr ADOVI: - ei:>" PER coop
S li &L 6BrM0 ABD V=tiel,ortie Of ALi. PAe 0 Wt
ASL WO&MVM CONdiE1L+EP1AN MMM AT ALL
co�id�ura
1R AM WM 0lr9iiMl'+d ASE l4` FRAM FACE OF SM,
L WALL DRAMA IE PrIft AW" ALL DAMIM MAI 16 AV
App !lAO Gtr NAIL l0= TO OPP Pit AND WALL
PZ!'>R N EA5EMENr?ECWQW.& ROCIS
AREA TABULATIONS
mm FLOOR AWM SQUW FOOMM
114SEMEt1F FLOOR 3.345 SF
F1RU FLOOR 3.895 SF
SECOND FLOOR 1.780 SF
Bonus Room 675 SF
TOTAL FAD AREA ( No Bonus) 9M SF
071•r£R ARS
GARAGE 1.032 SF
MAIN LEVEL BMMNY/DECK 175 SF
oTHM AREAS TOTAL. 1.207 SF
TOTAL ALL AREAS 10.227 SF
AIN 211 1VC1UF.4L ON
D'i GROUPS U
8785 GUION ROAD SUITED
INDIANAPOLIS, INDIANA 46268
FAX 317-471-1230
317-aI-1540
ISSUE: DATE:
DRAWN BY:
CHECKED BY:
MCG
MCG
ACCEPTED:
COMPUTER FILE:
DATE:
C:/DWQ/FAMES/PATW03
06�3Q/97
Use of
Documents
The Drawings. Specifications. and other documents
prepared by the Architect for this Project ore instruments
of the ArWdect's service for use solely with respect to
this Project
or additions
and shall not be used on other projects
to this Project without written permission
and due compensation to the Architect
Scope Drawings
These drawings indicate the general scope of the project
in terms of architectural design concept. the dimensions
of building, the major architectural elements and, in
some cases, the structural, medwnkd. and / or
electrical systems. The Drawings do not necessarily
indicate or describe aq work required for full performanc
and the completion of the requiraments of the Contract.
On the basis of the general scope indicated or described
the trade contractors shag famish all items required for
the proper execution and completion of the work.
Mr
Yagnesh Patel
45 Mount Zion' Road
Zionsv!L% Indana 46052
1-765-482-4990
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8755 GUION ROAD, SUITE •D
INDIANAPOLISy INDIANA 46268
FAX SIT -471-1230
317-471-1500
ISSUE:
DATE:
DRAWN BY:
CHECKED BY:
MCG
MCG
ACCEPTED:
COMPUTER FILE:
DATE:
C:\DWG.\PATLRES.\PATLA301
06/30/97
Use of Documents
The Drawings. Specifications, and other documents
prepared by the Architect for this Project are instruments
of the Architect's service for use solely with respect to
this Proj:Yt and shall not be used on other projects
or additions to this Project without written permission
and due compensation to the Architect
Scope Drawings
These drawings indicate the general scope of the project
in terms of architectural design concept, the dimensions
of building, the major architectural elements and, in
some cases, the structural. mechanical, and / or
electrical systems. The Drawings do not necessarily
indicate or describe all work required for full performance
and the completion of the requirements of the Contract.
On the basis of the general scope indicated or described
the trade contractors shall furnish all items required for
the proper execution and completion of the work.
Mr Yagnesh Patel
45 Mount Zion Road
Zionsville, Inc!'iana 46052
1-765-452-4990
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8765 MION ROAD, SU17 E •D
INDIANAPOLISy INDIANA 46268
FAX 317-471-1230
317-471-1500
I ISSUE: DATE:
DRAWN BY: CHECKED BY:
MCG MCG
ACCEPTED:
COMPUTER FILE: DATE:
c:\DK.\PAiLRES.\PATL4302 06/30/97
Use of Documents
FLv >J= "TE- �� 3 x 3 i�.,� The Drawings. Specifications. and other documents
prepared by the Architect for this Project are instruments
SHOT TERs---- — of the Architect's service for use solely with respect to
this Project and shall not be used on other projects
-- v or additions to this Project without written permission
' w/ ►++ �J. - ; -- ---- J and due compensation to the Architect.
Scope Drawings
' j��-' These drawings indicate the general scope of the project
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On
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a trade contractors shall fLwrdsh all itemsuired for
the proper execution and completion of the work.
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' Mr Yagnesh Patel
45 Mount Zion Road
Z'onsAle, Indiana 46052
1-765-482-4990
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