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NOTES
NEW 5x5 CONCREI'E STOOP WITH
� A 4' RAMP TO THE EXISTING
PARKING �OT, APPROX 18'(FIELD
VARIFY). RAMP NOT TO EXCEED
A S�OPE OF MORE THAN 1" PER
FOOT
INSTAL A TRUNCATED DOME
SYSTEM AT THE END OF THE
RAMP BY ARMOR-TILE TACTILE
SYSTEM. TRIDEN/WHITE CAP
CONSTRUCTION SUPPLY 4510
INDUSTRIAL ROAD
FORT WAYNE, INDIANA
800-553-7173
NEW 5x5 CONCRETE STOOP WITH
� A 4' RAMP TO THE EXISTING
PARKING �OT, APPROX 16'(FIELD
VARIFY). RAMP NOT TO EXCEED
A S�OPE OF MORE THAN 1" PER
FOOT
CONCRETE SPEC
4" CONCRETE WALK WITH 6-6-1Q-10 W.W.F
ON 4" COMPACTED GRANULAR FILL
(CONCREfE TO BE 6 1/2 BAG MIX.)
N
ZTERSATILE
CONSTRUCTION
GROUP, LLC.
570 East Tracy Road, Suite 610
New Whiteland, Indiana 46184
Ph: 317.535.35�9 Fax: 31 �.535.3581
Job No.: Date Stamped:
14080 02.10.15
Drawn By: Checked By: Scale:
kset tab 1"=50'
CAD FILE:
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VERSATILE
CONSTRUCTION
GROUP, LLC.
570 East Tracy Road, Suite 610
New Whiteland, indiana 46184
Ph: 317.535.35�9 Fax: 317.535.3581
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Date Stamped:
02.10.14
Drawn By: � Checked By: � Scale:
kset I tab I 1/8"=1'-0"
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THIS DRAWING IS THE PROPERTY OF
VERSATI�E CONSTRUCTION GROUP �LC
AND IS NOT TO BE USED FOR ANY
OTHER PURPOSE THAN THE PROJECT
DESCRIBED HEREIN.
SHEET TITLE:
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3-0 x7 -0 Pre-finished 22>_� ��2�� � , � � � �� �,,,
wood door wood door 20 min. rated wood door with full lite _ - � � i �� ��,y' i���
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Pre-finished wood Pre-finished wood Pre-finished wood Z 2 A210 A3o0 �. � , � „ FINISH NOTES. �,�, � tJ
� 1 � � � � � • A�L WALLS TO RECEIVE 1 COAT � ��� �'; ,
Metal frame: Metal frame: Metal frame: z � 5 � s i i i i � iTi t �,� f� t�_, ,
� i i i OF FIRST COAT PRIMER AND 2 w � `
� O O i COATS OF SW PROMAR 200 � i t
Timely knock down Timely knock down Timely knock down �- 't______________�� ��,� `" '�f,'}ztv� �=t
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• Lever possage en�ry • Levery entry • Push pull hardware o� � � 4 � �� � i i i i . PAINT DOOR FRAME 23 BRONZE i��� ���` � sj` f a` „� ���x �';�,
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• Door swing: as shown on plan • Closers • Closer � ; �- f , , i�,
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� i �t � : 5 � � ((�� s;`� � i$ 4t t\f s.� j rf7�
DOOR: 26 � �- 0 � _� � ;�� � ����� � ���������� -�� � � • PAINT EXISTING DOOR FRAME 31 ���� ��,=sf '�� �t��� s'°'s��� �°�
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3-0 x7 -0 Glass door DOOR: 30 � 0 ��, �'P• C ' i �• F�OORING AND BASE BY � W
DOORS: 02 AND 22-24 . , „ , „ � .� � j � A210 A300 � ; �� TENANT �'� VERSATILE
Existing 3 -0 x7 -0 °
3'-0"x7'-0" Pre-finished Door finish: wood door with closer `` B 0 � ������ ��� �� ��������� ��������� �� ������� ������� �������� ��� � t' o B❑ � o �; `�_ • CABINEt'S BY TENANT � i�i
wood door Storefront anodized aluminum A210 A300 3 0 - a 03 ' i � i� '�
Door finish: Metal frame: DOOR: 31 � � H� � i �� i��� ,'�
� CONSTRUCTION
° ' � ° �° ' ' � � ' ��� ' GROUP LLC
Pre-finished wood Thermal break anodized aluminum . . , „, „ � o $ 0 � � � ,
Existing pair 3-0 x7 -0 0 � _i � ��
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» „ �, wood door with closer 2 0 �- 6 � � � ; _� � . --------------- �----------------------, ' '� '
Metal frame: • 1 1/2 pair butts 4 1/2 x4 1/2 � � � Di o , �� � i�'______�' 570 East Tracy Road, Suite 610
i New Whiteland, Indiana 46184
i 20 02 � � � �8 M i i i—�� �� i Ph: 317.535.3579 Fax: 317.535.3581
Timely knock down • Push pull hardware o � "' 13 a � � 0 4 i i� ; `d�.
• Closer _ � � ��
• 1 1/2" pair butts 4 1/2"x4 1/2" • Card reader by owner � { � � 5� . ............. t ;� H a ', ` '
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WELD 4" 3 _ o TYP. ;� C ; i ,�_� -�-------
• Lever possage entry TUBE STEE� � � � z ; � s ; � � = A210 A300 ;; ii A ;i;
� Door swing: as shown on plan � o
• Door 23 to receive a closer DOOR: 27 and 28 � BRACING AT 4._2 �� � � M � ;� � � �° ` _ _ _ �h
. .. , � S A 45� 8'-1„ ,_1'> 4,_6» H a ` � 5'_0 T 14'-9 3/8" � 14'-9 3/8" ;� 30 C-- ------------ --�
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Door finish: � CO�UMN TO ��_g�� 0�- � ' � ;� j 0` iii � *'�
D O O R: 2 1 S t o r e f r o n t a n o d i z e d a l u m i n u m � T H E S T E E L � � o � 1'-o s/i s" 1�' o s/� s" ' � ❑a � T � �
> » • � o ABOVE. SEE Q � ' '
PAIR 3 -0 x7 -0 Pre-fiinished : � H � '� � 05 ' 04 � � � « � iii � �
wood door with full lite in each door Metal frame: � o DETAIL � o , ; 0 � � � ,,, M
Thermal break anodized aluminum �� 27 2s � ' � � � o o � •� �
N � rn I ' ^ `V
Door finish: „ » „ � �� � � � � o� i;i --� � *� �i
Pre-finished wood • 1 1/2 pair butts 4 1/2 x4 1/2 °- � 0 0 � 0 � � pi � � � �
• Parnc hardware � �. ....� � � � o og k.. 08 0� os . 03 i i
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• Weather stripping Q �5 E❑ �; j � ; 3 �
Metal frame: � �
Timel knock down • Threshold � j ; � � �' 02 � � ,iii � � ��
y • Bottom sweep o ; � � 4'-2" O � p.�j
o � � � ''--'
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• Closer j t � � ` } 0 � i � �
• 1 1�2 pair butts 4 1�2 x4 1�2 '� � j Q Q ` i i
• Lever passage entry � „ �--�
J o j D o E o 0, $ C � � U �
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0 WELD 4" TUBE STEEL 0 WELD 4" TUBE �
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FROM THE COLUMN TO THE A¢ A 45' ANGLE FROM O N
STEEL ABOVE. SEE DETAIL � THE CO�UMN TO
3o�-g° 3o°-9i� � THE STEEL ABOVE. �OOR PLAN — OFFICE REMODEL J� �
4'-0" D E U P 10 D WI D 4'-0" D EA U I R T E I G I DO 4'-0" SEE DETAI� '�
scale: 1 8 =1 -0
N N 4 1 2"
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`� WALL LEGEND
� Job No.: Date Stamped:
� A210 A100
"' �- 3 5/8" 20ga META� STl1D WALL TO
A210 A100 THE BOTTOM OF THE BAR JOISTS 14080 02.10.15
3 UNLESS OTHERWISE NOTED Orawn By: Checked By: Scale:
ONE PIECE TEMPERED GLASS WITH FOUR PIECE TEMPERED GLASS WITH TEMPERED GIASS IN WINDOWS F& G 3 5/8" 20ga META� STUD WALL TO kset tab 1/8"=1'-0"
SO�ID WOOD DOOR, TIME�Y FRAME. SO�ID WOOD DOORS, TIMELY FRAME. a'-2" 3'-4" a'-s" 5'-0" A.F.F. TYPICAL WAL� SECTION F CAD FI�E:
8�—��� G:\14080\a210 floor plan.dwg
WINDOW DETAIL E WINDOW DETAI� D WINDOW DETAIL F WINDOW DETAI� G NEW TEMPERED GLASS. NEW TEMPERED GLASS.
SCALE: 1/4"=1 '-0" SCALE: 1/4"=1 '-0" SCALE: 1/4"=1 '-0" SCALE: 1/4"=1 '-0" FIELD MEASURE PRIOR FIE�D MEASURE PRIOR 0 NOTES �������������//
�'-o" �o'-o" 11'-0" TO ORDERING TO ORDERING CREATE ```��\V�'�AT � F,,�
3'-0" 3'-0�� EQ EQ. 3'-0" EQ EQ. --------------�-r--------- 28 � �r n �� �
w=====____- - 3 5/8 x 3 5/8 CHASE FOR _ �o• �
� � � � � ------------------------------- T
------------------------------- �------------�- --- ----- - ; ------- WIRING .= � 70030 ��
4'-0" � � 19 9
� � '� � �� � BORE 6" x 12" DEEP HOLE FOR �'`�F �No�ANP� ��"��
---- \ ' UNISTRUT SUPPORT. SEE WALL �/ s/0 E��' ���
______________�--�_________- � f �` � �I�s NAL ���
� � � �{ � SECTION B FOR DETAI�S. TYP. 14 ��///������ �\��
i i � '� 29 � �� C�
i� i ' `° � FUR AND DRYWA�� TO 10' A.F.F.
� �- � = CERTIFIED BY:
�
� � � _
� � � , , � ' �>,, f�;
� � �
� � " t""",,,,,,"""""',,,,,,"""{ ��,�� 0 FRAME AND DRYWALL TO 10' A.F.F. THis �RawiNc is THE PROPERn oF
NEW 4" TUBE STEEL WALLS AND DRYWALL RUN TO TO CONCEAL STRUCTURA� COLUMN. vERsaTi�E coNSTRucTioN cRauP ��c
i i WELDED TO THE '-s" FRAME USING 2 1/2" 20ga. MEfAL AND �s NOT TO BE USED FOR ANY
� � THE BOTTOM OF THE BAR STUDS �24 O.C.
i i EXISTING COLl1MN AND ��_3" 6'-5" �OISTS. INSTALL 3 5 8» 20 a. �� OTHER PURPOSE THAN THE PROJECT
BEAM ABOVE � 9 DESCRIBED HEREIN.
i i METAL BRACING BETWEEN BAR a INSTALL SOUND BARRIER INSULATION
� � JOISTS AS NEEDED. INSTA�L A � » SHEET TITLE:
ONE PIECE TEMPERED GLASS WITH TWO PIECE TEMPERED GLASS WITH TWO PIECE TEMPERED GLASS WITH ''��� ' FLOOR PLAN - VESTIBULE DRYWA�� CEILING USING 6'� TO 12 -0 A.F.F.
SO�ID WOOD DOOR, TIME�Y FRAME. SO�ID WOOD DOOR, TIMELY FRAME. SOLID WOOD DOOR, TIME�Y FRAME. scale: 1/4"=1'-0" 18ga. METAL STUDS 24" O.C.
AT 8' A.F.F. 60 FRAME NEW �OWER WAL� TO 2'-0"
WINDOW DEt'AIL C WINDOW DETAIL B WINDOW DETAI� A STEEL SUPPORT DETAI� a.F.F. INSTAL� FIRE TREATED 2x6
SCALE: 1/4"=1 '-0" SCALE: 1/4"=1 '-0" SCALE: 1/4"=1 '-0" SCALE: NTS C�FF AND NEW MEI�A� STUDS ON
TOP THE OF THE 2x6
�
3 5/8'�, 20ga, META�
STUDS AT 24" O.C.
� WITH (1) BLACK IRON
�OCKING BAR. TO THE
BOTfOM OF THE BAR
JOISTS
(1) LAYER OF 5/8"
FIRECODE, TYPE X
DRYWALL TO 12'-0"
A.F.F. ON BOTH SIDES
OF THE WALL
�
WA�� SECTION J
SCA�E: 1/2"= 1'-0" A210 A300
NEW 2x4 CEI�ING GRID WITH DUNE 2x4
ILLUSION TILES t�9'-10 1/2"
3 5/8", 20ga, META� STUDS AT
24" O.C. TO THE BOTfOM OF
THE BAR JOISTS
(1) IAYER OF 5/8" FIRECODE,
TYPE X DRYWAL� TO 10'-0" A.F.F.
1" INSULATED GIASS
FRAME COLOR CLEAR
MEI'AL WINDOW SYSTEM
WALL SECTION E
SCALE: 1�2��= 1�-0� A210 A300
�
�
0
FIRE CAULK JOINT BETWEEN THE
WALL AND THE ROOF DECK
DOUB�E SLIP TRACK OR 3"
DEEP TRACK
NEW 2x4 CEI�ING GRID WITH DUNE 2x4
IL�USION TI�ES �9'-10 1/2"
3 5/8", 209a, METAL STUDS AT
24" O.C. WITH (1) BLACK IRON
�OCKING BAR. TO THE DECK
(1) IAYER OF 5/8" FIRECODE,
TYPE X DRYiNA�L TO THE DECK
ON BOTH SIDES OF THE WA�L
SOUND BARRIER INSUlATION TO
12'-0" A.F.F.
WALL SECTION I
SCALE: 1/2"= 1'-0" A210 A300
NEW 2x2 CEI�ING GRID WITH DUNE 2x2
REVEAL EDGE TILES C�9'-10 1/2"
3 5/8", 20ga, METAL STUDS AT
24" O.C. WITH (1) BLACK IRON
�OCKING BAR. TO THE BOTfOM
OF THE BAR JOISTS
{1) LAYER OF 5/8" FIRECODE,
TYPE X DRYWA�L TO 10'-0" A.F.F.
ON BOTH SIDES OF THE WALL
WALL SECTION D
SCALE: 1/2"= 1'-0" A210 A300
�
H
�
�
I
NEW 2x4 CEILING GRID -
WITH DUNE 2x4 ILLUSION
TI LES C�9'-10 1 /2"
(1) LAYER OF 5/8"
FIRECODE, TYPE X
DRYWAL� TO 12'-0" A.F.F.
3 5/8", 20ga, META� STUDS AT
48" O.C.
SOUND BARRIER INSULATION TO
12'-0'� A.F.F.
3 5/8", 20ga, META� STUDS AT
24" O.C. WITH (1) BLACK IRON
�OCKING BAR. TO THE BOTTOM
OF THE BAR JOISTS
(1) LAYER OF 5/8" FIRECODE,
TYPE X DRYWAL� 12'-0" A.F.F.
WALL SECTION G H
SCA�E: 1�2��= 1�-0�� A210 A300 A210 A300
NEW 2x4 CEILING GRID WITH DUNE 2x4
IL�USION TI�ES �9'-10 1 /2"
SOUND BARRIER INSUlATION TO
12'-0" A.F.F.
3 5/8", 20ga, META� STUDS AT
24" O.C. WITH (1) BLACK IRON
�OCKING BAR. TO THE BOTfOM
OF THE BAR JOISTS
{1) LAYER OF 5/8" FIRECODE,
TYPE X DRYWA�L TO 10'-0" A.F.F.
ON BOTH SIDES OF THE WALL
WALL SECTION C
SCALE: 1/2"= 1'-0" A210 A300
2x4 FIRE TREATED BLOCKI
6" dia. BORE FILLED WITH 4000 PSI
CONCRETE. LOCATION AS SHOWN ON
THE F�OOR PLAN
(1) LAYER OF 5/8" FIRECODE,
TYPE X DRYWALL TO DECK
6" 20ga. METAL STUD BRACING
48" O.C. TO THE BAR JOIST
8" 18go. META� STUD BRACING
CONTINUOUS OVER BOTH SETS
OF W►NDOWS. INSTA�L ON THE
EXISTING STUDS AFfER THE
DRYWALL HAS BEEN REMOVED
AND BEFORE THE OPENINGS
ARE CUT FOR THE WINDOWS.
ONCE THE WINDOWS ARE
INSTA�LED REMOVE AND
RE—INSTA�L OVER THE NEW
DRYWA�� —
�
NEW 2x2 CEILING GRID WITH DUNE 2x2
REVEA� EDGE TI�ES �9'-10 1/2"
1/2" x 8� OAK BOARD
(STAINED BY OWNER)
1/4" x 3/4" OAK TRIM BOARD
(STAINED BY OWNER)
3 5/8", 20ga, METAL STUDS AT
24" O.C.
HEAVY DUTY UNISTRUT. SEE FLOOR
PLAN FOR �OCATIONS
(1) LAYER OF 5/8" FIRECODE,
TYPE X DRYWA��
WALL SECTION F
SCA�E: 1/2"= 1'-0" A210 A300
5/8" FIRECODE, —
TYPE X, DRYWALL
RETURN TO WINDOW
5/8" FIRECODE, —
TYPE X, DRYWALL
RETURN TO WINDOW
R-19 INSULATION ---..
� WITH VAPOR BARRIER
M 5/8" FIRECODE,
TYPE X, DRYWA��
i 2x2x3/8 ANG�E IRON
N SUPPORT 48" O.C.
INSTALL REDHEAD ANCHORS 32"
O.C. IF FOUNDATION IS NOT
SOLID FILLS CORES SOLID WITN
CONCRETE
2x6 FIRE TREATED WOOD
STUD WITH 6" 20ga.
METAL STUD ON TOP OF
THE WOOD STUD
II �u '
6" OF NEW 2" EIFS. PAINT TO
MATCH EXISTING
NEW 1» INSUTATED GIASS WITH
PPG VISTACOOL SOLARGRAY ON
PPG SOIARGRAY. TYPICA�
FRAME COLOR: C�EAR
[N_111�.1
FIRE TREATED 2x6
2" EIFS
5/8" DENSE GIASS
2x6 20ga. METAL STUD
16" O.C.
FIRE TREATED 2x6
INSTAL� MEfAL FLASNING AT
THE BOTI'OM OF THE EIFS
SILL SEAL
WALL SECTION A B
SCA�E: 1�2��= 1�—��� A210 A300 A210 A300
FLASHING
HO�D EIFS
3/8'� UP FROM
THE WINDOW
AND CAULK
VERSATILE
CONSTRUCTION
GROUP, LLC.
570 East Tracy Road, Suite 610
New Whiteland, Indiana 46184
Ph: 317.535.3579 Fax: 317.535.3581
Job No.: Date Stamped:
14080 02.10.15
Drawn By: Checked By: Scale:
kset tab 1/2"= 1'-0"
CAD FI�E:
G:\14080\a300 woll sections.dwg
�����Iiil ll///��/
�`���\V�G7STE� �� %
� �
= No, =
_ � 19700309 *c
� � STATE ❑F � `
�'� dvDBaNP � �
��0�`��NAL E�����`
��///11111 � ,
��Q�il.
CERTIFIED BY:
TH15 DRAWING IS THE PROPERTY OF
VERSATILE CONSTRUCTION GROUP L�C
AND IS NOT TO BE USED FOR ANY
OTHER PURPOSE THAN THE PROJECT
DESCRIBED HEREIN.
SHEET TITLE:
�12 SPLAY WIRE 4 DIRECTIONS
@12'-0" O.C. MAX,
/ 6'-0" MAX FROM WALL
8" MAX � �
WALL
CONNECTION
DETAIL
i
�----------�_____
i .--------�------
i i
i�---------�
i �i
i �
i �
i �
/�//
/ //
/ /
//��/
1/2" EMT �12'-0" O.C. MAX,
6'-0" MAX FROM WALL
1
� 1
CEILING 3 TIGHT
TILE \ � TURNS
• �- -� �
. .
/ � � FACE OF WALL
SUSPEN�ED CEI�ING
PROVIDE WIRE TIES
W/4 TURNS MIN. IN
1 1 /2"(TYP �CLG.
RUNNERS & ATTACH
TO PURLINS & EAVE
STRUTS). /
� '��\ ' _�
. -. - ,
LIGHT
FIXTURE
FIXTURE SUSPENSION
#12 @48" O.C.
MAX EA. WAY ALL
MAIN RUNNERS
______�_____�_____�_____�-
---------------------------�--
i
�I�S'L�I���I:Ii1��
ANCHOR TO
STUD AND —
ALL CORNERS
�
�
�
��g" 8„ MAX
WA�L ANGLE
/ MOLDING
HANGER
WIRE
MAIN
� RUNNER
II � 3/4" `'`` �1) POP RIVET �EA.
RUNNER (2 ADJACENT
MAIN RUNNER SIDES ONLY)
T-BAR MAIN/CROSS MEMBER
TO WAI� CONNECTION
#11 AWG WIRES @CORNERS
� OF FIXTURES TYP.
u� ► : ►► :
SECONDARY RUNNERS
VERTICAL NANGER WIRES
C�4'-0" O.C. MAX EA.
WAY AND 8" MAX FROM WALLS
PROVIDE WIRE TIRES W/4 TURNS
MIN IN 1 1/2" TYP. AT CEILING
RUNNERS AND ATTACN TO PURLINS
AND EAVE STRUTS
DO NOT BEND WIRE AROUND
INTERFERING EQUIPMENT.
PROVIDE TWO 1 1/2" CHANNE�
� TRAPEZE.
•�\ � �� � �%� � /�� ���
• � � � i ��� � � 1
�. � . .
2 REINFORCED SUSPENaED
CEILING BRACING DEfAIL
�
. . .
� SECONDARY RUNNER
BEND DOWN � � ATTACH TABS (90
TABS DEGREE BEND)
DRYWA�� CEILING
RUNNER AnACHMENT �8'-0» A.F.F.
- �.
-�: � ��_
1. HANGER WIRES MUST BE N0. 12ga. MIN. SOFI'—
ANNEA�ED, MI�D STEEL WIRE. WIRE SHA�L BE
WRAPPED TIGHT�Y AT RUNNERS AND SUPPORTS
AND TIED WITH A MIN. OF 3 TURNS.
2. CLIPS SHALL HOLD RUNNERS TIGHTLY TOGETHER.
SPLICE CLIPS SHALL BE CAPABLE OF RESISTING
ATLEAST 501bs. IN TENSION OR COMPRESSION.
3. FOR M���ACTURED SYSTEMS, SUBMIT SUBSTAN—
TIATION ACCORDANCE WITH U.B.C. STANDARD
SECTIO .18811.
4. RUNNERS SHAL� BE CAPAB�E OF SUPPORTING
CEILING SYSTEM WITH DEF�ECTIONS LESS THAN
0.133 INCH.
5. �OCA� KINKS AND BENDS SHA�� NOT BE MADE
IN HANGER WIRES FOR LEVELING
6. FOR SUPPLY AIR DIFFUSERS AND RETURN AIR GRILLE'S
PROVIDE ADDITIONAL TEE'S AND WIRE HANGERS AS REQUIRED
7. COORDINATE C�EARANCES WITH MECHANICA�, E�ECTRICA�
AND P�UMBING DRAWINGS.
8. CEI�ING HEIGHTS ARE FROM FINISH FLOOR
9. COORDINATE ALL �OCATIONS OF CEILING ACCESS PANELS
WITH MECHANICAL DRAWINGS.
�� ��
1 �� i� 1
w � i w
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� \\ � � ��
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��� �� �+,��
�� ' ���
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�� � �
�� � �
�\\\ ��
�\ �
GENERAL ELECTRICAL NOTES:
1. ALL CONDUCTORS SHALL BE #12 AWG COPPER THWN
M►NIMUM AND INSTA��ED IN 3/4" EMT CONDUIT
UNLESS OTHERWISE NOTED. (ALUMINUM WIRE IS
UNACCEPTAB�E.) ANY CONDUCTORS IARGER THAN
#10 AWG SHAL� BE STRANDED COPPER.
2. THE CONTRACTOR SHA�� COORDINATE INSTA�LATION
WITH A�� OTHER TRADES AND IN ACCORDANCE WITH THE
N.E.C./AND A�L LOCA� CODES AND ORDINANCES.
3. THE CONTRACTOR SHA�L PROVIDE A GROUNDING CONDUCTOR
TO A�� EQUIPMENT IN ACCORDANCE WITH ARTICLE 250
OF THE N.E.C.
4. INSTALLATION SHALL C�NFORM TO THE EQUIPMENT
MANUFACTURER'S RECOMMENDATIONS AND IN
ACCORDANCE WITH DICTATES OF N.E.M.A. AL�
EQUIPMENT SHA�� BE U.�. �ISTED AND HAVE PRIOR
APPROVAL BEFORE INSTALLATION.
5. ALL CONDUIT SHALL BE SUPPORTED TO THE BUILDING
STRUCTURE WITH PROPER HARDWARE A MINIMUM OF
10'-0" CENTER TO CENTER, IN ACCORDANCE WITH
THE N.E.C.
6. THE E.C. SHA�L BE RESPONSIB�E FOR A�� CONTRO� WIRING
AND PROVIDING A COMPLEfE OPERATIONA� ELECTRICA�
SYSTEM BEFORE FINAL ACCEPTANCE BY THE ARCH./ENGR.
7. PHONE EQUIPMENT BOARDS TO BE FURNISHED AND
INSTA�LED BY E.C.
8. METER BASES SHALL BE FURNISHED BY THE ELECTRICA�
CONTRACTOR. (IF NOT FURNISHED BY �OCAL POWER COMPANY)
9. NEMA 3 TAP BOXES AND 8x 8 DUCTWAY SHAL�
BE FURNISHED AND INSTALLED BY THE
E�ECTRICA� CONTRACTOR.
10. 4" CONDUIT FROM TRANSFORMER TO METERING
POINTS SHALL FURNISHED BY THE ELECTRICAL CONTRACTOR
AND WIRE FURNISHED AND INSTALLED BY �OCAL POWER C0.
IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBI�ITY
TO CONFIRM WITH POWER C0.
11. E�ECTRICAL CONTRACTOR SHALL PROVIDE CONDUIT AND
A PU�L WIRE INTO EACH POTENTIAL DEMISED SPACE FOR TELEPHONE.
[���i��I��
2'x4' (3 TUBE) T-8 F�OURESCENT
� lAY-IN FIXTURE - FIAT �ENSE
�ITHONIA: 2GT8 3 32 Al2 1/3 GE8101S
OR EQUA�
2'x4' (2 TUBE} T-8 F�OURESCENT
�g lAY-IN FIXTURE - FLAT �ENSE
�ITHONIA: 2GT8 2 32 Al2 1/3 GEB101S
OR EQUA�
2'x4' (3 TUBE) T-8 F�Ol1RESCENT
"```'`'`'`''�' lAY-IN FIXTURE - FLAT LENSE
EMERGENCY/NIGHT �IGHT
�ITHONIA OR EQUAL
N�: NIGHT �IGHT E: EMERGENCY �IGHT
�
_�:
�1�z,1
2'x2' (U TUBE) T-8 F�OURESCENT
IAY-IN FIXTURE - FLAT LENSE
�ITHONIA: 2GT8 32U Al2 120
OR EQUA�
2'x4' (4 TUBE) 32 W T-8
FLOURESCENT HIGH BAY FIXTURE.
6" RECESSED CAN �IGHT IN EACH
VESTIBl1LE.
EXIT �IGHT WITH BATTERY BACKUP
�ITHONIA
EMERGENCY �IGNT
�ITHONIA OR EQUAL
EXTERIOR EMERGENCY LIGHT
LITHONIA OR EQUAL
30 WATT WALL PACK - BRONZE
WAL� PAK DIRECT WP 3Ff-30
NEW 2x2 CEILING GRID WITH DUNE 2x2
,, REVEA� EDGE TI�ES �9'-10 1/2»
$ SING�E POLE SWITCH. TOP OF THE BOX AT
A MAX 48" A.F.F.
Q MOTION SENSOR SWITCH. TOP OF THE BOX
AT A MAX OF 48" A.F.F.
� PRICE SCD 24"x 24" NECK SIZE AS NOTED
(DRYWALL CEILINGS REQUIRE AMF ALUMINUM
MOUNTING FRAME)
24"x 24" PRICE PDDR REQUIRES SQUARE AND
� ROUND ADAPTERS (DRYWA�L CEILINGS REQUIRE
AMF ALUMINUM MOUNTING FRAME)
�
VERSATILE
CONSTRUCTION
GROUP, LLC.
570 East Tracy Road, Suite 610
New Whiteland, Indiana 46184
Ph: 317.535.3579 Fax: 317.535.3581
Job No.: Date Stamped:
14046 02.10.15
Orawn By: Checked By: Scale:
kset tab 1/8"=1'-0"
CAD FI�E:
G:\14046\e100 rc and lighting pian.dwg
`�����1111I111//��/
�����-F,���sr � o F� i
= No. =
_* 19700309 *�
-o
i � STATF OF i��
� :
THIS DRAWING IS THE PROPERTY OF
VERSATI�E CONSTRUCTION GROUP L�C
AND IS NOT TO BE USED FOR ANY
OTHER PURPOSE THAN THE PROJECT
DESCRIBED HEREIN.
SHEET TITLE:
�
_�� _-_____ _
�
_J
[�IaS'i�l����:Ii1��:Z�75'/�1:���_��l
ELECTRICAL RISER DIAGRAM
� — —
( � _
� ( �
II �
� � �
�1L�
� (
EXISTING MAIN �
DISTRIBUTION PANEL
I I
FEEDING (3) 100 AMP L _ �
120/208 30 PANELS
INSTA�L NEW JUNCTION BOX
AND 1 1/4" CONDUIT TO
THE NEW PANEL LOCATION.
TYP 3
�3) #2
(�) #2
(1) #8 GROUND
., rr______'
.. 1L______'
— 31A
FO R
DOOR
STRIKE
�INES BEYOND
THE JUNCTION
BOX TO BE
REMOVED
� NEW 100 AMP
120/208 30 PANEL
�OCATION
GENERAL ELECTRICAL NOTES:
31A
FOR
DOOR
STRIKE
i��� \ \
i � �
i����/ �� �
���� � �
, ��
�' �Y \�� .
��;�� � ��� 27A
� � � � 26A
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-- ---- ----
i r7—i—r7—i—r7—i—rT—i—r7—i—rT----- �
ii r i iiiiiiiiiiiiiiiii � 42' 4
i �' iiiiiiiiiiiiiiiii �
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\
�
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II
II
II
�s _
I I
I I
I I
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��
��
ii � 24A
I I
I I
I I
I I �
I I
II � �
I I
I
r
i 42��� 1 B
� �
( �
� �
� � MOVE EXISTING 10Q AMP
i i E�ECTRICAL PANELS TO THIS
� � �OCATION. RUN A�L NEW
� � 29A
�� POWER TO THESE PANELS
ii
ii
� i 30A
i i 4�" — — — 42'r ,
i i � � A B C
i
ii R
I I '`�� n. � o
� ��
��
�
� L ---r . ...
L----� .. ...
1. ALL CONDUCTORS SHALL BE #12 AWG COPPER THWN
MINIMUM AND INSTA��ED IN 3/4" EMT CONDUIT
UNLESS OTHERWISE NOTED. (ALUMINUM WIRE IS
11NACCEPTAB�E.) ANY CONDUCTORS IARGER THAN
#10 AWG SHAL� BE STRANOED COPPER.
2. THE CONTRACTOR SHAL� COORDINATE INSTALLATION
WITH A�� OTHER TRA�ES AND IN ACCORDANCE WITH THE
N.E.C./AND ALL LOCAL CODES AND ORDINANCES.
3. THE CONTRACTOR SHA�L PROVIDE A GROUNDING CONDUCTOR
TO A�� EQUIPMENT IN ACCORDANCE WITH ARTICLE 250
OF THE N.E.C.
4. INSTALLATION SHALL CONFORM TO THE EQUIPMENT
MANUFACTURER'S RECOMMENDATIONS AND IN
ACCORDANCE WITH DICTATES OF N.E.M.A. AL�
EQUIPMENT SHA�L BE U.L. LISTED AND HAVE PRIOR
APPROVAL BEFORE INSTALLATION.
5. ALL CONDUIT SHALL BE SUPPORTED TO THE Bl11LDING
STRUCTURE WITH PROPER HARDWARE A MINIMUM OF
10'-0" CENTER TO CENTER, IN ACCORDANCE WITH
THE N.E.C.
6. THE E.C. SHALL BE RESPONSIBLE FOR AL� CONTROL WIRING
AND PROVIDING A COMPLEfE OPERATIONA� E�ECTRICA�
SYSTEM BEFORE FINAL ACCEPTANCE BY THE ARCH./ENGR.
7. PHONE EQUIPMENT BOARDS TO BE FURNISHED AND
8.
9.
10.
11.
INSTA�LED BY E.C.
METER BASES SHALL BE FURNISHED BY THE ELECTRICA�
CONTRACTOR. (IF NOT FURNISHED BY LOCAL POWER COMPANY)
NEMA 3 TAP BOXES AND 8x 8 DUCTWAY SHAL�
BE FURNISHED AND INSTALLED BY THE
E�ECTRICA� CONTRACTOR.
4" CONDUIT FROM TRANSFORMER TO METERING
P�INTS SHALL FURNISHED BY THE ELECTRICAL CONTRACTOR
AND WIRE FURNISHED AND INSTAL�ED BY LOCAL POWER C0.
IT IS THE ELECTRICAL CONTRACTOR'S RESPONSIBIUTY
TO CONFIRM WITH POWER C0.
E�ECTRICA� CONTRACTOR SHALL PROVIDE CONDUIT AND
A PULL WIRE INTO EACH POTENTIA� DEMISED SPACE FOR TELEPHONE.
� ii �-i � � .��i, �_,,
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[���T1���i��I� �����I��
CARRIER 48TCED14A2A6—OAOAO (12.5 TON)
RTU 1 WITH ECONOMIZER
208/230/3�
No. xx FEEDER
No. xx GROUND
60 AM DISCONNECT
THERMOSTAT: HONEYWELL VISION PRO 8000
RTU 2 CARRIER 48TCED06A2A6—OAOAO (5 TON)
WITH ECONOMIZER
208/230/3�
No. 8# FEEDER
No. 10# GROUND
60 AMP DISCONNECT
THERMOSTAT: HONEYWE�L VISION PRO 8000
RTU 3 CARRIER 48TCED06A2A6—OAOAO (5 TON)
WITH ECONOMIZER
208/230/3�
No. 8# FEEDER
No. 10# GROUND
60 AMP DISCONNECT
THERMOSTAT: HONEYWE�� VISION PRO 8000
RTU 4 CARRIER 48TCED05A2G6—OAOAO {4 TON)
WITH ECONOMIZER
208/230/3vs
No. 10 FEEDER
No. 10 GROUND
30 AM DISCONNECT
THERMOSTAT: HONEYWELL VISION PRO 8000
110 VOLT WA�L MOUNTED GENERA�
PURPOSE OUTLEf �15" A.F.F. TO THE
BOTTOM OF THE BOX
CAT—SPHONE & DATA �INE MOUNTED �15" A.F.F.
TO THE BOTTOM OF THE BOX
SING�E POLE SWITCH. TOP OF THE BOX AT
A MAX. OF 48" A.F.F.
MOTION SENSOR SWITCH. TOP OF TNE BOX
AT A MAX. OF 48" A.F.F.
WEATHER PROOF 110 VO�T OUTLET MOUNTED TO
DISCONNECT ON ROOF TOP UNIT ON GROUND FAULT
CIRCUIT INTERRUPTER
NEMA #4 DISCONNECT EQUIPPED ON ROOF TOP UNIT
•
�
VERSATILE
CONSTRUCTION
GROUP, LLC.
570 East Tracy Road, Suite 610
New Whitelond, indiana 46184
Ph: 317.535.3579 Fax: 317.535.3581
Job No.: Date Stamped:
14046 02.10.15
Drawn By: Checked By: Scale:
kset tab 1 /8"=1 '-0"
CAD FI�E:
G:\14046\e100 power and lighting pian.dwg
`����\II11II///���/
:����-F'���sT ��F�, i
= No. _
_ � 19700309 *a
� �J STATE OF � `
'%i:��NALN E�����
� :
THIS DRAWING IS THE PROPERTY OF
VERSATILE CONSTRUCTION GROUP L�C
AND IS NOT TO BE USED FOR ANY
OTHER PURPOSE THAN THE PROJECT
DESCRIBED NEREIN.
SHEEI' TITLE: