HomeMy WebLinkAboutPacket
.
u ,
u U
r
U
D
U
~ CHRISTIAN LIFE
10 \>. ..u ~...,
10 ~~ ~
c;I .. 1::1
t?!.
....
D
0
~
U
L
U PROJE.CT
ID
DeSCRIPTION
jU
;0 January 17, 2003
0
D
U
INTERDESIGN
TOTAL A~(HnF(lURAl DFVFIOPMFNT
u
o
'0
D
D
D
D
U
D.
D'.
ID
U
o
o
o
D
o
o
,0
I
".
.
u
u
TABLE OF CONTENTS
!
1. Proj ect Description
a. Children's Wing Remodel & Addition
b. Narthex & Resource/Refreshment Center Addition
c. Youth Worship and Recreation Center
d. Maintenance Building
II. Design Narrative
a. Exterior Building Designs & Finishes
b. General Site Development
c. Landscaping
d. Site Drainage
e. Site Utilities
f. Site Lighting
III. DrawingsfPhotographs
a. Aerial Photograph of Site
b. Site Layout Plan
c. Landscaping Plan
d. Site Lighting Plan & Fixture Specifications
e. Exterior Elevations & Photographs
1. Children's Wing Addition
II. Narthex & Resource/Refreshment Center Addition
III. Youth Worship and Recreation Center
IV. Maintenance Building
V. Photograph of Existing Brick/Concrete Masonry Application,
Northview Christian Life/ 200208
January 17,2003
Page 1
lNTERDESIGN
"
LJ
u
v
o
I I
U
u
, I
U
U
U
;U
i
LJ
J,
I
J
I
J
J
j
J
I I
l.J
I
U
I
u
PROJECT DESCRIPTION
J
J
u
..
D
U
U
0
D
U
D
U
D
0
0
[J
0
D
0
U
D
..D
u
U.
PROJECT DESCRIPTION
Children's Wing Remodel & Addition:
The expansion of the Children's area includes a remodel of the ground level education wing and a two-
story addition (ground and lower levels - 14, 700 SF) located at the east end of the existing wing. The
ground level remodel aren provides access to the expanded Children's facilities and includes new infant
and. toddler areas. The ground level addition will provide classroom.spaces for two-year olds through
kindergarten nge The lower level addition provides classrooms for first through fifth grade children.
Narthex & ResourceJRefreshment Center Addition:
The Narthex & Resource/Refreshment Center (RRC) addition is approxirnately 4,63.0 squnre feet in area.
The Resource/Refreshment Center will provide addition<ll space for functions presently included in the
existing narthex space. The RRC will include an area for the display and purchase of tapes, CD's, books
and resources for Christian education. In addition, an area will be provided for the purchase of
refreshments induding specialt:y coffees and snacks.
Youth Worship and Recreation Center:
The new 10,575 square foot youth facility is designed to provide space for 200 persons seated at tables or
400 persons in chairs. The building includes youth worship space, group study areas and a food service
facility. A deck will be provided on the south side of the building overlooking open recreational space
including new basketball and volleyball courts. Access to the main building entrance is located on the
,west side of the existing youth "barn" and will be through a bridge structure that spans an existing
drainage swale.
Maintenance Building:
The new maintenance building is a 4,000 SF pre-engineered steel structure. The building will include
, space for maintenance offices, repair area, general storage and lawn equipment.
N orthview Christian Life / 200208
January 17, 2003,
Page 2
INTERDESIGN
LJ
u
v
u
I
;'U
,
u
I,
I
LJ
u
I
LJ
I
I
U
LJ
LJ
I
LJ
LJ
o
LJ
u
LJ
LJ
DESIGN NARRATIVE
LJ
I
I
LJ
.
U
D
U
0
D
[J
D
0
D
D
0
0
0
0
..0
0
0
0
0
u
U
PROJECT N ARRA TIVE
Exterior Building Designs arid Finishes:
Children's Wing Addition:
The building exterior will complement the existing architecture. Exterior materials will consist of smooth
and split-face concrete masonry units, face br.ick and Elf'S (exterior finish and insulation system). Colors
will, in general, match the existing building. A new accent color will be used fur the EIFS ;.vindow
panels, the clerestory tower and the curved parapets on the ruof. A height variance has been requested
for the clerestory tower (40' high) and the curved parapets (36' high). See enclosed drawings of building
exteriors and photographs of model. Also enclosed is a photograph of the existing building face brick
,and block to be matched in the addition.
Narthex & Resource/Refreshnunt Center Addition:
The building exterior will complement existing building finishes. The exterior wall consists mostly of
storefront glazing with some face brick and EIFS. A canopy is proposed at the main building entrance, at
, the exterior entrance to the Resource/Refreshment Center and along the walkway at the entrance, Steel
columns will support the canopy, and the canopy fascia will be metal. See enclosed drawings of building
exteriors and photogra phs of model.
Youth Building:
The youth building is a pre-engineered steel structure with a conventional steel frame for the entrance
lobby. The building exterior wilJ be comprised of a concrete masonry base, consisting of S11100th and
split-face units, with metal siding above. The metal siding color will be gray. The roof system will also
be metal. The entrance lobby will be a glass curtain wall on three sides. See enclosed drawings of
building exteriors and photographs of model.
Maintenance Building:
The maintenance building is also a pre-engineered sb'ucture. The exterior finish of this building will be
metal siding from finish grade to roof. The color will match the neutral gray color used on the youth
building,
General Site Development:
New site development is minimal. A new sidewalk ;.vill be provided along 131st Street as required by the
City of Carmel. V ehicula r circu lation wiII be extended to provide access to the new maintenance
building. Existing play eq uipment wiII be relocflted to the northeast side of the Children's Wing addition.
See enclosed Site Layout Plan. .
N orthview Christian Life /200208
January 17, 2003
Page 3
INTERDESIGN
..
[J
D
0
.0
0
0
0
0
D
U
D
0
0
0
0
0
0
D
D
u
U
PROJECT NARRATIVE
Landscaping:
Landscaping will include shrubs, groundcover, shade trees, and smaller ornamental trees, bulbs, and
low-maintenance perennials and grasses. Existing trees will be preserved to the extent possible. New
plantings will supplement the existing vegetation and frame views within the property, add evergreen
i'lnd deciduous screening of views from the property to the west, and provide a human scale to the
buildings. Extensive perennial and grasses plantings surround the youth facility entrance plaza to create
visual interest and a sense of place. These plantings include ornamental grasses of varying heights,
t!"xhlres and colors as well as flowering perennials to provide color. See enclosed Landscaping Plan.
Site Drainage:
The existing site is divided into three (3) overall drainage basins. Currently, a small portion of the site
drains to the northwest corner of the property. The majority of the site is undeveloped and drains to the
east by sheet flow down the hillside. The remaining developed '16.7 acres of the site flows through an
existing dry detention pond located to the south of the existing youth "barn". This dry detention pond
w.as constructed in conjunction with the main church building and parking areas. Storm water from the
existing developed portion of the site is detained in this pond and released through an existing 'l5-mch
CMP and sheet flows to the east toward Hazel Dell Road.
. Proposed site improvements of this phase are contained within the 16.7 acre drainage basin. The
proposed drainage system utilizes the existing drainage patterns and existing dry detention pond
constructed for the initial development. The proposed improvements of this phase add 0.8 acres of
impervious area to this basin. Calculations indicate that the existing dry detention pond can be easily
modified with minor grading alterations to accommodate the additional runoff caused by the new
construction. Peak flow runoff amounts and maximum pond elevations for a IOO-year storm event are
virtually identical for both pre and post developed drainage basins.
Site Utilities:
Sanitary sewer for the youth facilities wiII connect to the existing on-site gravity sewer by means of a
force main from a new lift station located adjacent to the new youth building. The sanitary for the new
Children's wing and the ResourcejRefreshmentCenter will also be connected to the new gravity line.
Domestic water and fire protection services for the proposed building additions will be extended from
the original building services. The proposed Narthex and Resource/Refreshment Center will be located
in the area of the domestic and fire service laterals to the existing building, therefore, llew domestic water
and fire service laterals will be provided from the existing 'lO-inch water line. The line to the existing
Siamese connection will be routed around the building addition. A new 6-inch water service will connect
to the existing water main on BIst Street and be extended along the west property line to the new youth
and maintenance buildings. This water line will provide domestic and fire protection services.
New gas, electric and telephone services will be provided from 131st Street to the new youth and
maintenance buildings.
Northview Christian Life /200208
January 17,2003
Page 4
lNTERDESIGN
- ..
U IT
0
U
0
.0
u
0
U'
D
0
IU
U
'0
0
0
0
0
[J
D,
u
U
PROJECT NARRATIVE
Site Lighting:
Site lighting has been designed to provide. safe passage to the new youth and maintenance buildings.
Poles and lights will be similar to the existing site lighting fixhues - using directional down. lighting
(minimizing light pollution projected upwa'rd). Bollard type fixtures, similar to the existing, will be used
along walkways. Lighting is also proposed for the new basketball and volleyball courts. See enclosed
Site Lighting Plan and Fixture Specifications.
Northview Christian Life/ 200208
January 17,2003
Page 5
lNTERDESIGN
I :
U
v'
c'
;<
I
LJ'
,-
j i
U
u
..
LJ -i
";"
U
J
J
I
LJ
I
J
I
LJ
U
"
U
I
U
LJ
u
'LJ
J
J
v
_ DRAWINGS/ P,HOTOGR,APH,S
D
D
U
o
a
~
u
~
D
01
U
~
U
~
i
D
~
U ~
(~
~~
~
-. .... --~ .....~ ....-...<"...~.
. "'-~'~> . -.' _.
., .~~-
_ .~ ""'. _.....~, ~ ..._""'........;, _....c..~.~ ...~__~<..~... .'__ '~-"""~,,",,,.> ,__ . _ ., _'" ,.,-" . , .,' "'. , -.....'-".. _' .... .. _.. ... _ ._.,' ...... ~. __. _... , .' _ .,~
.' ....... ...
. . ... - -
c
I
I I
:)
)'
Propos~ 0' wide
asphal1 walkway
[ T--.-+-t
......c'
~---
r
III
I~)
-~f
r
I
=-~ !,
"\!
I
I'
I
I
I' .
1. .
I
I.
I
I. ·
I.
I
I
i ~
: 1
i j
: I
I
I
I
I
I
,
..
;;
· ~r
_~.\.t----~\""
.
:\
..
..
.....
..
..
WI. _1.11.----
____tel.---- .
e ..\"'" ..
e., . .
Ol.
e
..
I
.. I' -
I t
'I
,/. j I
/ I I '
I I I
. I I
/ 11'
I I
, I
" r
I .. I.
i II.
. J
I , I
I I,
,
I
I
.. J'J
..
..
. ..m.... .
~
e
.
..
..
o
..
.
..
. .
",
e ..
..
..
..
1--
\
\
\
\
\
\
\
\
\
\
\
\
-------... -----
--------
-----
--~
--. ----
--
F
/
I
Northview
Christian Life
L
\ r J
\'
\1
~
.\
i\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
Design Development
Site Plan
January I A, 2003
~
NORTH
I I
0' laO' 200'
I
400'
Scale l"= 200'
....
I
. I
I I
I I
. I
I
. I
I
I
: I
. I
. I
. I
I J
. I
I I
I I
. I
I I
. I
I I
I I
I
1.1
INTERDESIGN
TOT AL ARCHITECTURAL DEVELOPMENT
c -
-'\.,U"' -
I
I
,
r "
/
/ I
/ "':
(
\
\
. ,V
---
/'
/ !
/
/
I
! ;I
I /
I /
I I
/
!' / I
~ I I
y
/v PhasY3 1
/ / LandsCCIping
Y / I
I // /1
/1 //
/ I /
-/1 / /,
'1// / ,
_<I //
-- ~
/1 // /
I _f-
/ f- (I /
I 11--
/ I I (1
~ / / / I -_/
J?; I Ii /--
I I /
/ ~-'-!--d
\
\
"-
~-
,"
,-'
.... ,.......
~. \ \
( . , \ \ ...............
-~ 1\ ....... r-"
I I ........ ....... ........
, ........ .'-.
I I) '-.......-.. '\
J / /.-/
(~ I / // //
\ ',J.) / /
\ I I / / ././
" \ /1/ 1./ ./
\ _J~ /8/ / / / "'./
a\n -- / I I ./
Existin B // I I / / /
gel / / / / / __--
e __/ /~ 1/ / /1 I I __-
e .--- -- - - ~ / rA, I /'" ~ ~
'- / _--- /'" / / /.J)I /
-:-........ _-,r-- ~/'" / / J ~
-"":1." '" / __w / / ~L I. ~
e e
ill
e
,
o::J
OJ
r....
}
-
-
-...
--
,/
-
--
/-
Northview
Christian Life
Phase 1
Building Additions
Design Development
January la, 2003
~
NORTH
I r I
a' 20' 40' 80'
Scale 1"= 40'
./
INTERDESIGN
TOT AL ARCHITECTURAL DEVELOPMENT
<D
~3~
-.--I C <D
;> tJ U)
rC -.--I tj
1::1i5rC
o -~ ~
Zo
b
0
.......
b
L{)
. II
.......
<D
.-I
8
In en
C'\l
"E (V)
~ 0
0
~n N e~
. 0 d
Om .......
~ :> ~
..c:: <D
-gQ 0
o g @
::>< ...-f t5
Ul ...
<D
Cl
b ,__,'
-1-/-, J
I I )"1 I
\ I I I
\ \.. \ I I
I \ I \
I ID I<'P 1 I I
· 1'<.iJ' \
/ I
/1 I I / I
/ / I'
/ /ID, I. ",
(I , ,
-\ \~ ~ '
I I
-
I
I
.........-~~--==-I--
---I ---\ I
',-~~ \, I
' I:.v\ \, _ \
'- ''--- \
"---.effi , t
')":,v, ]
I " ~
'-~--_/ ) II
./ I \
------ / \
--- ./
I ./
/
- --= .--..,,,..,.-.
~ .~ /
/
I
I
I I
/ /
I I I
I / I' /~ /
( / I I /
I I I
II / I I /
/ I I ./
11// /(f(
/ / / ~ I
I I f \ I
I I I I
1 I \ I
I \ 1m
I I I I
/ g I
1 .... I
I I I
I 0\ I
\ .s\ \
I go I ~
\ ~ \ \
~'d \
~ 8 \
I ~ \ \
~'d )
, /~ lY {
I I /0. I
/ 0 I
A:: I
I
\
I
/
I
,- ~ '<.V1
\ ~ \
\ I
I I
/ I
I I
I I
I I
1 1
1 I
I I
//"[
I'" -I
'I I
~~~ I
o I ..J.
J" "g
I \
.
I
\
\
\
\
\
\
,
,
,
,
,
'\
\
qJ
I
/
,
(
I
1
I
\
\
\
,
,
,
,
\.
~
.-/
..---
I
)
(
~
-II ,
-/--
::'11-__
~ \ \
"
\
\
~
.."
\
I
I 190--
y
,
I~
/
./
- _.....~
l _ _
--
.L- ----=-x
- ~ =-_x-.. _ _ ____ _
( \
./
/
\
\
\
"
'\
,
I
(
I
,
,
'---
\
\
\
/
/
/'
,/
./
..---
./
-
--
f f
/ e
I I
I I
I /
1 I
I I
I /
1 I
/ I
I I
\
\ I
\ I
\ I
\ I
I
\
\
\
\
\
\
OJ
r
\
\
\
,
\
\
\
\
)
/
I
I
I
I ...
I
r
\.
\
\
\
\
\
)
<tY
'\
/
/
I
/ ./----
1---
---
~- ~
Z~
t!J~
......cj
cn~ .
~....
~~
~~
~!
......g
\~
\
_ -78B-
'-
,
'-
'""\
)
/
,/
/
/
I
./
/'
/.
./
I
/
./
..---
---
--
150-
;;lI/;;, ..._-
~--
./
---
1'Cl"--
--
---
---
--
/'
I
I
/'
/
/
I
/
I
(
I
\
\
I
\
\
\
\,
"\
,
"\
'\
'\
'\
'\
\
\
\
\
\
\
1\ \
I \ \
{ \ \
I '\
I.. ,/./''-,
o
Ei
~
-0
~
'0
m
o
t
---
.-----.....J
~',
:z; ~ prH:/ Vl'"
"" 0 ~
~ ~ ~pt ~ ....,
..
.... i t~.. ." ~ ~o
. c:"" "'<D
tI1 0 ~l'ilt C.-=- :> ......, CI.l ~..
~ . ~~ 5 Eo-<
] f ."' ,t ::r:: u:... ;~
'i ;L1 CI:l
I~ l::!: oo~ ...... ~
l:t: -- . 011 ~" :.2E ~ ~ " -'
1 -0<> W <>
~ a! 'U'i -0<>:: ~
... ' , J'" "" 0 on
~ r:: Ii U '" <>
:z: ~ ;z. on u
@ hE~~ on
-
-'
~ 11; I ~ 5~ ,..-
~ i ! I
~~ C
I ~~ ~p ! 1-,:
I ?b7: fA
l ~ i " ! i e
b ~ ~
~
~.
~~
~~
~o
-je~5
~~~~
~""'WQ
',-
/
, " (~--_. ,-'
"
" .--~ ---,
;'- I
\
\
ro
/
\9
p
.c_
~
2
j
e"
:'it>
~~
Wa
~'? ~ ~~ ~,;."- ~ -
~~ O-r. ~~~ f~~ ~i>- '"' ~
~wa_,? '0 '''- ~o. ~~ 'l!
~C:.- cQtf-g':?j: Io'l-li~''''~!h: ~~ ~
oI'5a:('~:ll!';! I !::i!2~'-:'~5 ~-:l ~ .(L
~'l;:~)- It'le;::, ili'o::J!,~':(t/I 8.... ci" o~
....~~g~:i...!f:::; ~V1~"'~:J:~ ,lZ;" LI ~...
~r~a~~8.~ .~~~~:i'~~~ '0 ~~:;-
;~~t.jit5ia~ 'Io.tIi,..d,ti..;ii~ ~~ ~~!
...
~~
~~
~~
B~
I
I
~~
~~5 ~~
a8~ ~~
~~~ .!
8~8 ~~
"
a
~iE ~1 l~~~
i!l ~6 Q,",~~'"
<~li:~ ~~~~ ~
~.~ ~Y . ~i~I 0
~~~ ai~ .~~~~ f
~
00
~iii5
~'f
~U
" Ee
~ !~
~52~
a~o~
!iJ~~
V1....~r
:-'5B~
B ~
l>I~~
i!t
"
",
"'r,
.''''';lO!..,
~'" "
\
\
\
~
~ ~ ~ ia ~ ~ 0
I ~
~ Ii eio ~ w
>- ~. ~
W ~' i! ~ ~
~ ~ ~i ~~ J
0 O@ ll\\Ill [? ~
--~-
~ c:c
, '-.
ffi
; ~ ~i .~
~~a~~~~
ollP~~B~ '",
h3z~~h
w :5~~g::'~5~
.... ~~~hs~~
~ ~~~B~rN~
\9
Ili
e
'Jm .11
I~ ! ; :11~~;~ :~~~iil
-~ .r: l" ~~~f ~:'1!j.i
!Jf~ I III 1 lJl~ ~i_J-
.... II f: li" .ii~T: .. "'C,.,,1I; _
~l~:~ i.l~'j:,!:~~ ~J!:f";j l-""::~~
~,'" -+ ......et - '_=
I))
ro
(1))'
n ]
11 _"Iii
0.
1))\9
jJ z _i
~J! I . T
.. 1.11 -,
1 I jJ I 'i7:
".
'e~
--~ i ~ ~ ,< '_~~
':.~J;
',\1
\
~
o
eJ
~~i
8j;;~
3~~
~g;
':::~~
I
I
I
I
.'
j'
I.
,,1;: ~
-- I
1'.tt
llt
th
-j"
:.l
lliJj'
.;,
j;~
I' .
-p-
1-.,
;'i{
..
i ;~t
i~~i
':I'~ ~..!
~ lEi
~.~ ~~
.i"E o~
~~::-s
l;d
.< ~ ii..
h.'
.1<2!..!
""~~II5\~\J.QQ!:\Iao\:J - _U;II - RCJo': '1lD...,
..lr~n n.,] ~'i] rln fIn (In Fir, nr, I1f) nn ft(i '1" n1
n 1 n 1 U ~ ..n 'J n .~ n j l' '~ ~"~ n .~ 11... II "1
,
" '1. .".~.',.:J. l'.:.! 0-"1 r1 '.I ,!:,; f1 .~t___-c~..'~ .~~ ,,~,:,J~_d...~1 .~ /1:3. { .
0,0 TO.O '0.0 +00 TOO '00 0.0 :0.0 01
0.1..;(l2~ rO.3/~OA "?~.?~.=~,5". ;o~~'C: 3~~.5"h:5;:0,4. 0.3 "'0.3 0.3 iOA tt9J"'0.6 .:0.7~"'().ZT=QL'~J~O,5:0.4 "'~.3 0.2 0,1 '0.1 ~0.1 '00 '0,0 '0.0 0.0 0,0 0.0 '0.0 "'0.0: "'0,0 TO,OO,O
_.... ,.,..,.""""-'. 1,'-............... " -"'n." '.
;'6.; io.~}6:5 ),{:; 1 ]_:j,,4~;'~11._L'J A ->1':1 'o.;'jn:5.'0.4~0~4'0.6 ;08'1.2 +1.4 '1.5 '1.4' 1.3\.0'-,0.7\'0.4'03 0.2 '0.1 '0.1'0.0 '00 "0.0 '00' 00 . 00 '0.0 '0.0'0,0'0,0'0,0
+ ,,~-'/- +' "./' -;- /.~,-", --'- -:-.~~_...:-' -T- "''---.,-....'''i. ""\-~ ... l' /~. _.....~:~---:'-........~.-.l:- 7 '-\,,-!--'~.....,_. ~.5
"'0.1 0.1 +02' 0.2 0.4 0.5 0.7 1.8 2,4 3.3 2.5 2'.6 3.2 2.0 1\0 0.7 0.6 0.6 O.('l 1,1 .1 2.5 2.4 2.0 14\09",9.6'0,:0,2.52 "'0.1 +0.1 '0.000 00 00 +00 +0,0 +0.0 '0.0 '0,0 ~O,O 0,0
0.5 .I / \ .... i. . \ \ ;.,
:0.2 '0.2 :03 0.4 '0.6 :0.8"1.1 j1.7 '~5~.1 3.1, '1.4 "1.Q '08 '0.7 '018'12~2.0 "3.1 "'3.7'3.4!2.~!'16!10'O,6<0:3i0.2'0.1 0.1 0.0 '0,0000,0 iOO '0.0 '0.0 '0.0 '0,0 00'00
. . /' \ '. .8 ~~..:.'.~8 -'-1 -Y/'2'(;'3:. 54.9 -'- .8 +32\1. ,6 [.1 ,0 T.i05 '..0.3 '0.2 "0.1 +0.1 0.0 +00 00 0.0 +0.0 0.0 +0.0 '0.0 +0.0 '0,0 +0,0
0.8'!.9 "1 {4 "2. "'5.7'7.9 '7.4'4.4"21 (1.0'05 "'0.3 "0.1"0.1 'f 0.1 "0.0 "0.0'00 i 00 '0.0'0.0 '6.0 '0.0'0.0 "0,0 +00
T t ~ I -r .~ ,~ - + +1i ,~. c! '" -~ .~
"O.5~ ,\ " '1" ..' r!~:~05 ,,0.3,0.1 0.1 0.1 -O.O~O.O +0.0 ~O,O '0.0 70.00.0 0.0 TO.O "'0.0 +0.0
0.4 _.::) 0.7. "1.'3 "'2.9 10.29. 4.612.0 i 0.ge: 0.2 0.1 0.1'0.0"0.0 +0.0 "0.0
0.3- O'~'T05. \"1,j~~"'2'2, -4.1 -, 5.4:s,} 1:/iO.;i [0.4:'0.2 "0.1 )O:2.~'::3.0.5~ "'0.1'0.1 ~ 0.1 7 :2. 2:; ~2 () 1 00 0.0 - 0.0 ~ 0.0
0.2 "lJ.~;~.J, ~~~~~'~-~Ti;~1--;{~]~~';~~'0'2 '~~-d~1 1~9~" ",. <"t~:'11~:;1.,' '~I:)(t11' 0 1 '0.0 0.0 ~O.O
. , - + = 3 ~0.2 "0.2 '0.1 '0.1 '0:1\0\5' ,8)2,~J~%~6.~;9l-:.i +3. ~ /7("'"'6.:.5..'01;-00 TOO 00
"" J " 2 '02 0.2 0.1'0.1..;;'0)2'\ "~<~:--8::::0~9~Jd.:;" . '~1i:i--f~~!01'"0.0 '0.0 '0.0
~ .,./:~/~.:-: <:0 525'~/{<--'" + .'/} . "r" " Ii,' _ +\ \J/ + + T -
.:.Q..~.'-B79~: '..J_~~;;'p.Plf '1}~....:.. .....0.......7."'..' 5...7./ t:5 . ..}.-/2~9 02 0.1 0.0 00 0.0 0.0
o ~r,~~~~i~~:~;::::;~~~~;:O~~:~:: .:: ::::: ::: '::::
/ .. .
. ~t ~ ~/ ""'oJ- 1 !' I . 'r
-. ;,' ~ ~ 2 6\ 10.7 0.2 0.1 0.1 0.1 0.1 01 01 "'0.1 0.1 '0.0 '0.0"0.0'00 0.0
)! l' · 1,',
~ Ol~!:_'V;::.r/~r.J.9 '-02 +0.1 0.1 .0.1 01 -01 01 0.10.1 '0.0 +0.0 '0.0 0,0 '0.0
CO~'O:4'--it,'5'0~.:2SJ.2 +0.1 0.1 '0.1'0.1 '0.1 '0.1 "0.1 '0.1'0.0 '0.0;"0.0 0.0 +0.0
+0.2 "0.3 +0.3 .03.TO.2 '02 02 02'01 01 TO 1 '01 +0.1 0.1 0.0 O.O! '0.00.0'0.0
,
~o.o -'-0:0 '00 "0.0 .00 '0.0 TO.O:O.O ~O.O C+-o 0 +00 "0.1
.,iOO '0.0 0,0 '0,0 '0.0 '0.0 '0.0 '0.0 '0.0'0.0"0,1 0.1 0.1
."0.0 -iO.O 0.0..0.0 ":'0.0 .'0.1
0.1 '0.1 0.1
0.0 +0.0 70.0'0.0 -01 "01 0.1 }2' 0.3
'0.0 '"0.0 3-0.0 0.1 0.1 10.1
0.0 +0.0 "'0.0 '0.1 .0.1
00 '0.0 0.1
, , ,
00 '00 0.1 0.1 '0.2 +qt4'7-7 'r7 '3.?'6.
00 '0,0 ~0.1 'D.1 ':0.2 +PA )0.8/1,9 -35J-- .4
0.0 0.0 0.1'0.20.3 ':0.~"1.pf2.9
00 '0.1 ~0.1 .0.2 ~9.2 {.p.J<1S~.7 ~4.
r . I -c., +",'~'-I- '--.., + I
0.0 0.0 0.1 0.1 0.2 0.4 O,!:t 1.6~.9
, " '" ), +---
-0.0 +0.0 70.1 "'0.1 0.2. 0.3\0.6 0.9 1A
0.1 0.1
.1
+
.1
"0.0 "0.0 "0.1 "'0,1
,1
,
,
.:.'" + ,.
0.00.0 +0.0 "'0.10.1 +02 0.3,'0.6 '1\0 .1\+0.9 '0. 'OA
.1, ; ". \. ,"', \ + .~\ +
. 0.0'0.0"0.0'0.1 '0.1 0.2 0.3 ,0.5 O.~ .1 1'.,0 O. "0.5
~ 11 \
. + + 0.25 }- + / + ".1 +
0.0 '0.0 ~O.O 0.1 0.1 0._ ~L3 0.5?B .2 1._\ O.
0.0 0.0 0.1 "0.1 0.2iO.2'Cl.4 }.r11.0 .4' 1.4 '\~. ~~~5 >'\;.~~=~>;+ +
0,0 0.0 0.1 '0.1 0.2'03 'Ol "1>=1':6 ~D-"''1.'.8 '1'. 0.6. 0.4 . '.4;' 2.11,.90.2 0.10.00.00.1
! r::. .. ~ '" n,,, ,': / '\ \~
'0.0'0.0 '01 '0.1 '02'0.4/68/2,0 '3r 4.2"\~ \\~.g 'O:51i;~~~. J2(o.~.3 0.1 0.1 '0~1,'0.f'030.~.y
0.0 .00 0.1 fO.10,2 -i-Q.4 ---p.9\2,6 '~.5 . .6 ~ .4 ;ji \1 .0.6 -0.4 0.6 T.o~.6~1 +o'J}~~~~'~~ TO}, 10/'.9.;1.
, .., '05" 2 + 2 \, t. .~.: , ....,. / ,
'0.00.001 01 ~.2 ~" ~8 (9 4.8;'; 1',3 OJ 0;3 0.2 0.1 . 0.1",: [ ,; 1 3.\ '071.7 2.8
-0.0 +0.0 0.1 "0,10.2 'OA'0.8/2.0 '4, '113 "oi7 'lJ:~S'0.1 '0.1 '0.1 '0.1 "0-:., '3.3 1. - 5-
, I / . ...."\~ .
'0.0 "0.00.1 '01 'O.2'qA'~.9\'2.5'4,' 5.2/2. 11.1 'Q:~0.30.1 0.1 '0.0 '0.1'0.1 .'O:4.b17 .'
'" . I i / . .~ I
00 +0.0 '0.10.1 '~.:.250\3 +d:8 +1':7-. +2.6 -i- .9 '3.3'+1.'1+08.'O,S'0.2 "0.1 0.1 0.0 0.0 +0.1 '0.1IP.i. -.7.
"'-.. o,j
00'0.0 '0.1 '0,1 '0.2\'0.3 '0.5 \ig"1.2 .6 '1.5 tf '0.6 +0.4 '0.2 '0.1 0.1 +0.0 '0.0'0.0 01\0 .~
000.0 '0.1 +0.1 '0.2 '0.2 004.. +0.6"~.9 .4 1.5 +1\. '0.6 +0.3 0.2 TO.1 '0.1 +0.0 0.0 '0.0'0,1 ;~.\\1.2'
. " \ ~ f! !
00"00 0.1 0.1'0.2'0,20.3'0.5 'q.9 .31.51; 0.1 '0.4 0.2 '0.10.1 '0.00.0 '0.0 '0.1 ;0
, . . . i .. I . ; J/
:: ':: ":: ::: ::: :::t:~t :: ::: t ::~ ::f '::::~'2t "
; /c. /..,/ . \ -; '1\
. .' __ ., ~ -i- ". 0.5 \ + ..., - J, -. ." . 1 t + . -" T
0.00.0 01 0.1 'O:2,03;>6>~~6 ':0-'",,\1'2\07'0.5 0.0,0.0,0;1 \.:J\~~1 ,6.0 9.1 + .0 is ,1.7.:,1.1 ,H) \~ 1,-r 5,0',15.1., ,0.7 0.4 0.3 0.2 '-0.20.1 0.1 0,1 -0,110.1 0.1 0.0
'0.0 '0.0 01 '0.1 0.2 0.4 ;'J,8/2.0 3. 42 \~ 0.0 0.0 0.1 0.5.\,;.3~3 4.9 }-Y 1.9).2 0.9 0.8 O,~ ~ .' 8.8 2.711.38.8 0.7 '0.4 02 cO.2 '02 "0.1 0.1 '01 0.10.1 "0.1 "6.0
'0.0 '0.0 "01 +01 .~.~St6A~f9\26 ~5.5' ~.5 ~2t 7~.1 0.0 0.0 0.1:0.3~~:6\~~r--:"2-:5'~~..:J;~'~0.970.7'0.7 D7\~~<1"~i' ~7.2 ~. :.5.0 ~4~;i5 ~i2 ~0;6 ~04.02 ,02 01 0,1 0.1 TO.1 01 '0.1 0.1 +0.0
0.0 '0.0 0.1'0.1 92 0.4 08 ,1.9 3. 4.8 :".4 1~ "0.00.0 '0.1 0;2 0.4 0.9..,,1;2'.1.0 0.8 0.60.5 0.5 0.5 0.7\ 13'.2.5 3.8 35 2.7_74 17110 060.3 0,2.0:2 0.1 '0.1 '0.1 '0.1 '0.1 :+0.1 '0.0 '0.0
. " '". J \~'\~ -'- '.'0.5;". + . ....+- !'" ~"",---..........-/~--.. ., ./ , 0:5'" i" '+ -
'00 0.0 '0.1 0.1 0.2 0.4 p.8j2 0.0 '0.0 ~0.1 0.1.0.3 0.6 0.6 0.6 -'~ OA 0.4 004 004 0.5 0.8. 104 21 2.0 1.6 1k.1.1 0.8 _.5 03 0.2 0.2 0.1 +01 '01.0.1 "0.1,"01 '0.0 ~O.O
"- ~ .J {.~. !, t- .,.' 'I "'--'~----" ~~..~:- -" j--, -i- _'-1_ - ,_i .,~>"'~-.-,. _; 1_ ""......' --"--:"t-" ."r": i- ,/;' :- -+- ;,'... l ~ '1' '" -I' j
'0.0 '0.0 '0.1 '0.1 0.2 0.4 9.9\2 5.1/2.1/10 .'0'00'00 '01 0.1 0,2 0.3 0.4 0.4 0.3 0.3 0.3..03 0.3 0.4 0,5 0.8"-1,4-171' 1.0 0.9 0.7..0.6 0.4 0.3 0,2 0.1 0.1 0.1 0.1 0.1 0.1 '0,0 '0,0 ~O.O
'0.0 "0.0 '0.1 +0.1 0.2 '0.3'0\( +1. ~6'.3.9 '::."/'1-51'0.8'+0. 0000 00 01 0.1 +0.20:.2~+6.2 ';02 0.2 02 '0.2 '0.2;0.3 ~0.40.5:i -0.7 0.7 0.6,:0:6<0.5 +0.4 TO.3 +02 .0.2 "'0.1 0,170.1 0.1 +0.1 "0.01'0.0 "'0.0 +0.0
, "'" ~ -:---" ./ / : .. ..... ..
'0.0 '00 '0.1'0.10.2 'D.3.'0.~iOt:~.1 '1.5 13/0.9:050. 0.0 '0.00,0 01 01 '0.2 '0.2 '0.2 '0.2 '0.2 02 '0.2'0.2'0.2'0.25 :0.4 '04 '004 OA 004 '0.3.'0.30u~~ '0.2 '0.2'0.1 0.1'0.10.1 '0.10.0'0.0 '00 '0,0.
. \ ,,, ,:c=q.25
0.0 0,0 0.00.1 0,1 0,2 0.30.~ 0.7'1"..1 1,:2 0.8 0.4 0.2 0,1 "0.1 0,00,0 '0.0 0.0 '0.0 +0.0 01'01 0.1 "'0.1~0.1 0.1 0.1 '0.1 0.1 .02 ~0.2 '0.2 0.3 :9.3 03 '0.30.2 '0.2 0.20.2 0.1 0.1 0.1+0.1 0.1 '0.0 "0.0 '0.0 0.0 00
'0.0'0000 01 01 'n10,?~'''_~ "()'<i 'OR'n" '()0,S04'0? 0101 00 'on 'no 'nn 'nn "nn n1 'n1 n1n1 n1 '01 n1 n1 n1 "n1 'n1 'n? "O? 'n? n? 'O? O? 11? '111i11'il1 '01 n1 '111 ~nn 'nn 'nn,ion 'nn 'nn
.1
.1
+
.1
'0.3 '0.3 'OA '0.3 "0.3 . oj "0.2 0.2 0.2 0.1 '0.1 0.1 i 0.1 "0.1 '0.1'0.0 '0.0'0.0 "0.0
-O.4-'~O.5 TO.S "'0.5 "'0.4 -0.4 1"0.3 .wO 3 ~O 2 -02+0.1 -0.1 0.1 0.1 '0.1
0.0' 0.0 '0.0 '0.0
10.3 0.2 '0.1 +0.1 0.1 0.1 '0.1 '0.1 ~O.O ~O"O- i-O.O
-t + -:- +
0.1 0.1 0,1 0.1 0.0 0.0 0.0
,
....
'1.3 '\.09 06 !DAO.~520.20.1 0,1 0,1 '0.10,1 '0.1 '0.0 +00
\
'0.2 TO.2 +0.1 +0.1 0.1 +0.1 0.1 +01 '0.0 "0.0
'0.1 0.10.1'0.11,.'0.10.1 '0.0
'0.1 '0.1 TO.1 .0.1 +00
0.1 .+0_1 "0.1 '0.1 .0.1
,
0.0
,
;0.1 +0.1 -0.1ITO.1 +0,1 .0,0
0.1 '0.1 0.1 '0.1 0.1 '00
..
0.1 0.1 -0.1 ;'0.10.10.0
0,5 0.4 'O~...:25J_2 ..0.2'-0.1 -+0.1 to.1 0.1110.1 0.1 .+0.0
Plan View
Scale 1" == 40'
Designer
DAH
Date
Dee 3 2002
ViSUAL
if)
z
o
I-
<(
-'
~<.9:::::l
TZO
0_-,
Wl-<(
LLIO
-,<.91-
Z-'Z
<cWO
1-..1- 0....
UJ(f)'
- >-
0:::: OJ
T I
o ~
o
0....
I
S~
w
>
I
i-
0:::
o
Z
Scale
AS SHOWN
Drawing No.
200208
1 of 3
"
.'
C
LUMINAIRE SCHEDULE
Symbol Label Qty Catalog Number . Description Lumens LLF Watts
^
LJ SL1 4 KAO 250S R2 DIE CAST SHOEBOX 29000 0.86 . 295
0
:/- ~, SL2 10 KBR8 50S R5 .8 INCH ROUND BOLLARD 4000 0.81 60
:: D ) ..
~"---")
SL4 7 KL50SA RECESSED, LOW 4000 0.8l 60
r--'.'" MOUNT FLOOD
-----.J
'. DIECAST TYPE IV,
~-
[J ETR 1 KAD 4008 R4 SHORT. CUTOFF 50000 0.81 465
, _ LUMINAIRE
.~ RECTANGULAR BEAM
8 SL3 6 TFL 400S RA2 FLOOD 50000 0.81 465
0
STATISTICS .
Description Avg Max Min MaxiMin
BASKETBALL 15.3 fc 24.8 fc 49 fc 51:1
VOLLEYBALL . 13.2 fc 17.7 fc 7.1 fc 2.5:1
SITE AREA 1.1 fc 24,3 fc 0.0 fc N/A
\.
-',:
"
LUMINAIHE LOCATIONS
Location Aim
No. Label X y Z MH Orientation Tilt X y Z
1 SL 1 5543.2 8909.3 25.0 25.0 90,0 0.0 5544.7 89093 0.0
2 SL 1 5543.2 9029.3 25.0 25.0 89.9 0.0 5544.7 9029.3 0,0
3 SL 1 5543.3 9160.4 25.0 25.0 103.3 0.0 5544.7 9160.1 0.0
4 SL 1 5648.7 -9228.3 25.0 25.0 180.0 0.0 5648.7 9226.8 0.0
5 ETR 5768.7 9194.3 25.0 25,0 0,0 0.0 5768.7 9195.7 0.0
6 Sl2 5801.5 9131.5 3.5 3.5 0.0 0.0 5801.5 9131,5 0.0
7 SL3 5675.6 8993:4 25.0 25.0 82.1 42.1 5699.4 8996.7 0.0
I
8 SL3 5675.0 8963.4 25.0 25.0 100.1 42.1 5698.7 8959.2 0.0
9 SL3 5773.9 8990.1 25.0 25.0 87.3 46.7 5803.9 8991.5 -5.0
I
10 SL3 5773.1 8948.1 25.0 25.0 95.0 4~U 5803.0 8945,5 .5.0
I
11 SL3 5830.5 8968.1 25.0 25.0 -48.6 48.9 5803.9 8991.5 -5.0
12 SL3 5830.5 8968.1 25.0 25.0 230.6 49.0 5803.0 8945.5 -5.0
I
13 Sl2 5897.9 9145.2 3.5 3.5 0.0 0.0 5897.9 9145.2 0.0
14 Sl2 5768.7 9013.9 3.5 3.5 73.3 0.0 5768.7 90139 0.0
15 SL2 5713.5 9019.9 3.5 3.5 73.3 0.0 5713.5 9019.9 0.0
16 SL2 5659.2 9026.8 3.5 3.5 73.3 0.0 5659.2 9026.8 0.0
17 SL2 5610.2 9054.3 3.5 3.5 73.3 0.0 5610.2 9054.3 0.0
18 SL2 5814.3 9106.1 3.5 3.5 0.0 0.0 5814.3 9106.1 0.0
19 SL4 5725.0 9038.6 2.0 2.0 76.7 0.0 5725.1 9038.7 0.0
20 SL4 5748.3 9044.3 2.0 2.0 256.4 q.O 5748.1 9044.2 0.0
21 Sl4 5829.5 9140.0 2.0 2.0 153.9 q.O 5829.6 9139.9 0.0
22 SL4 5847.1 9150.7 2.0 2.0 153.9 0.0 5847.2 9150.5 0.0
23 SL2 5874.0 9139.9 3.5 3.5 0.0 0.0 5874.0 9139.9 0.0
24 SL2 5912.7 9165.8 3.5 3.5 0.0 0.0 5912.7 9165.8 0.0
25 SL2 5858.6 9167.0 3.5 3.5 0.0 0.0 5858.6 9167.0 0.0
26 SL4 5731.2 9062 0 2.0 2.0 1809 0.0 5731.2 9061.9 0,0
--
27 SL4 5755.4 9061.5 2.0 2.0 180.9 0.0 5755.4 9061.4 0.0
28 SL4 5698.3 9055.3 2.0 2.0 76.7 0,.0 5698.5 9055.4 0.0
v ~- ,s U A L
I
$:22
W~(!)
-ozt3
> w f-....l
ILL :r: :::J
I- ...J (!) 63
z....l
TV. <( W :r:
LJ..-f-O
o tJ (f) Cf) ..
Z~
o
Designer
DAH
Date
Dee 3 2002
Scale
NONE
Drawing No.
200208
2 of 3
SL1
110
SL1
.
c
SL1 I
SL2
.
c
"
, ETR
I
/1/"-'-'
I
, 'I
I (fJ
Su -.l
cr W
::J(9CO
WIZc:.1:
-U_-.l
>Wf--W
ILL~~
-.l _
r-Z-.l~
n/<(W_
I..L. - I--- LL
O I--- U) I
(fJ I---
Z~ S
u
SL2
.
, Ore: lighting
AAD/KAC
[J;ontoUf'"' Series
D
KAD -4
o
KAC
iieatures
JouSing: Rugged, die-cast, soft-corner alu-
minum housing with 0.12" nominal wall thick-
Qi1ess. Extruded 4" soft corner arm for pole or
Nail mounting is standard. Dark bronze poly-
ster powder finish is standard with other
architectural colors available.
nJoor Frame: KAO die-cast door frame has
~mpacHesistant tempered glass lens which
is fully gasketed with one-piece bonded tu-
C:JUlar silicone. KAC die-cast aluminum door
:rame has prismatic. impact-resistant, tem-
pered glass, drop dish acrylic lens or drop
_ dish polycarbonare lens. Door frame is tully
r-)asketed with one-piece tubular silicone.
4p~ics: KAD reflectors are anodized hydro-
formed! segmented aluminum, Fa u r cutoff dis-
D,C(ibutions availa~le: Type 111.Raadwayl. Type
IIIAsymmetric}, Type IV (Forward Throw) and
Type V lSymmetricl. Reflectors are field-in-
aterchangeable. KAC reflector is optical-qual-
ity aluminum thatworks in tandem with a light-
iffusing prismatic lens.
OBallastJElect.rical.system: 8allast is high-
reactance, high power factor (70-150W HPS)
or high power faCTOr constant-wattage au.
totransformer (175-400W MH & HPS). 8allast
UiS copper wound and 100% factory tested.
Finish: Dark bronze polyester powder finish
(008) is standard with ather architectural
Dc %rs ava il able
Socket: Porc.elain, horizontally (positionl
oriented mogul base socket with copper al-
illOY, nickel-plated screw shell and center con-
Utact. UL listed 1500W-600V. 4KV pulse rated.
listings: UL listed for wet locations. Listed
Oand labeled to comply with Canadian Stan-
dards (see options).
. .
"1""
W Arm-Mounted Cutoff, Flat LYs
Use for pa rking areas, street lighting, walkways and car lots.
Catalog Number Example: KAD 400M.R3 120 SPOO9 ,--.
,J
\.
~ I T
Distribution Mounting
Designation I,select one)
spa 04 Square pole arm'
HIGH PRESSURE SOO IUM S P009 Square pole arm
70W KAD 70S RZ R3 R4 RSS Voltage R P 004 Round pale arm'
IOOW KAD 100S RZ R3 R4 RSS 1Z0 RPOO9 Round pole arm
150W KAD 150S R2 R3 R4 RSS
250S R2 R3 R4 RSS 20S' WWOO4 Wood pole or wall'
'i.50W KAD 240'
olOOW KAD 4005 R2 R3 R4 R5S WWOO9 Weod pale or 'Na II
277
METAL HALIDE 347 WBD04 Wall br a c~at
100W KAO 100M R2 R3 R4 R5 430' WBD09 Wall brad?[
150W KAO 150M!. RZ R3 R4 R5 TB' LlArm less Arm (VVh en
1751JV KAO 175M R2 R3 R4 R5 ordeiingKMA.
200W KAD ZOOM2 RZ R3 R4 RS DAD 121
2S0W KAD 250M 1 RZ R3 R4 R5 o ptions!Accessories
320W KAD 320M2 R2 R3 R4 R5
3S0W KAD 350M2 R2 A3 R4 AS SCWA Super CWA pulse start
400W KAD 400MI R2 A3 R4 AS ballast ITS std)
LLRPSl Low loss reactor pulse
HIGH PRESSURE SODIUM stalc. ballast !277V onl'll
150W KAC 150$ FP OPA DP? For additional options and
250W KAC 250S FP OPA OPP accessories, see page 312:
400W KAC 400$ FP OPA OPP
METAL HAUOE
150W KAC 150MI FP OPA DPP
17SW KAC 175M FP OPA DPP -
200W KAC 200M2 FP OPA opp .,
250W KAC 25iJM1 FP DPA OPP NOTES:
320W KAC 320M2 FP OPA opp 1 May oe ordered with SCWA Of
350W KAC 350M2 FP OPA OPP LLRPSL.
400W KAC 400MI FP DPA opp 2 Must '~e ordered witn SCWA or
LLRPSL.
3 Consult factory for availability in
Canada.
F?'; Flat prismatic lens iC73T) 4. IVlul,i.tap ballast 1120. 277, 34T/l.
CPA ~ Drop prismatic lens [acrylic] 5 SPO~g, RPDOS or WWDOS must be
Cff' ~ Drop prismatic lens Ipolycarbonarel used when I uminaires ar~ orienTed
on a DM29. OM39 or DM49 drilling
par.efn.'
5 Includes mounting arm,
SL I CAI'JAOIAo'I SHIPMENTS; /I.dd CSA as
5wffix to catalog number'.
KAC
i
I
I
~~
~~. .........
~ . '/
~~
DIMENSIONS
DIMENSIONS
E?-"": 1.2 ft.l
L."gth: 171'.1.051
W;dth: 17)', 144,"~
OePth: 7'10 (18.11
M.,. woight: d.lbs, 119.1 kgl
:;PAti~ FP option '.2 F1:.2 (.11 m2f
OP option 1A Ft,1(.lJm1]
It!-fleJrh: " l~ (~J.5)
Wlqh: 17'!:! tl.j.':!'.5.J
D€ptn: F~ option T/~ (18. 1 J
DP option 11 v, 128.JI
Mi3x. weight: ..10 105_113. ~ kg'
STANDARD PACKAGING
F;x.tures $hip' ~om~lel& in un;[ canans
oniy. Example:
I(lt'/ 131 KAO 4llUM RJ l:ro 51'009
KAe 400M fl' I ZO 51'009
IIJ canoes 01 I II,tu101
All dimenSions are inches Icemimetersl
unless otherwise specified.
Ac:casscries ~hip separat.el'l.
PSr,1i
'A L/THaN/A i./GHT/NG
Pathl'llaVJACCen1: Lighting
~BD
o
u
o
o
D
Shown with
oprional louvers.
o
Deatures
Housing: KBD6: Bottom housing is 0.125" ex-
C'iuded ~Iuminum. Top cover is 0.156", cast alu-
llnum KB D8: Bottom housing 1$ 0.156' extruded
aluminum. 42" overall height standard. Flush-
fitting lens is 1/.", clear, 100% virgin acrylic. Lens
D; sealed to housing by EDPM closed-cell gas-
et All exposed ha rdwa re is tampe r-resistant
stainless steel. Four '12" x 1 r anchor bolts with
double nuts/washers and 4W'-diameter bolt
UirCle template provide far mounting (shipped
eparately). Dark bronze polyester powde rfin~
ish (OoB) standard; other architectural colors
U:vailable.
I)ptics: Reflector system incorporates an an-
odized, spun aluminum, flared cone and an
r"lnodized, hydroformed, fluted upper reflector
U1JrOViding a Type V (Symmetric) cutoff distribu-
ion. Optional cylindric allower reflector or cast
aluminum louvers available.
lj':3allast/Electrical System: All ball~sts are
opper wound and 100% factory tested. Elec"
trical components are unitized on remov-
113ble power module and acc essible through bat-
LJ:om of bollard.' Pasiti~e-I?cking qu i c k disc on-
necton secondary CIrCUIt. Medium-base por-
celain socket, 4KV pulse rated.
ilistings: UL listed suitable for wet loea-
L...;ions. Listed and labeled to comply with
Canadian Standards (see options\'
o
o
u u
, Soft-Corner Round Bollards
Use for walkways, plazas or pedestrian areas,
SL1-
Catalog Number
I
Designation
6" BOLLARD
HIGH PRESSURE
SODIUM
J5W
SOW
lOW
KBD6 355'
KB 06 SOS
KB06 70S
METAL HAlIO~
SOW KED6 SOM
70W KED6 10M
I NCAi-JDESCENT
116W KBOS 1\
Bn BOLLARD
HIGH PRES'SUAE SODIUM
SOW KBDl! SllS
JOW KBDl! 70S
IOOW , KEDa 100S
150W KBDa 150$
METAL HAll DE
70W KBDlI 70M
lOOW KBOll 100M
I~JCANOES CENT
150W KBOll II
COMPACT fLUOAESCENfl
22W KBD8 220TT
ZEW KBOll 2110TT
Z6W KBOll 26TRT
32W KBOl! 32TRT
I
Refl acto r
STANDARD FLARED CONE
RS Type V distribution
~
,
I,d."?'.. I
'a.:;":':~~
OPTIONAL CYLINDRICAL
REFLECTO R
CY A Specular AI<:ak
eYB Black Alzak
CYG Gold Alzak
CYF Flat black
ti11
LOUVER 13" only)
LV Louvers
.~
U
NOTES
1 12QV Clnly on 35W and incandescent.
2 Lauvet must be used. .
3 Opcionat multi-cap ball.asl i12Cl, 277.
347Vi. ConsuH faCfOr'y' fo( o~her 'JO!~i;3ges.
J. Nc[ 8v\Jil.able with LV op~iCin.
u
Example: KBD6 35S R5 120 CR
{
'''-.-,J"
I
Voltage
1201
203
240
277
347
Tsl
Options/Accessories'
OPTIONS (Shipped in~t"IIBdl
Sf Single ruse 1120, 277, 347V]
Of Dou ole ruse (208, 2~OVI
CR Corrosion-resiS!ont finish
H24 H- overoll height
H30 30" overall height
H36 36" overall height
FD Festoon outlet
FG Festoon outlet with ,juplex
ground faul! receptacle
PC Polycarbonate lens 16' only/"
SCl Scribed lens'
CSA Listed and labeled to comply
with Canadian Standards,
F~r optional Atchitec~u~al Cc-1ors, :;e9 p.age 313
()
ACCESSORIES IShipped sep3ralelyl
RSS Half"shield [6" roundi
R8S Halr.shield is" roundl'
STANDARD PACKAGING
HOUSings ship in unil carlons. Example:
IQ~{21) KB06 35S A5 120 ell
121 Carlons Df I bollardl
Anchor bailS ship as sets in unit cartons. Example:
IUr{21i KBAB U
121 carton, of 4 anchDr boltsl
All dimensions are inches (centimeter'l)
unle'ls otherwise speCified.
0lMENS10NS
KB 06
KB08-LV
Di.meter: 6115,21 8120.31
Height: .2 (106.71 42 1106.71
Also available in 2." IH241. 3Q" IH301 and 36" (H361.
KBO max. weight: 3.,9 Ibs. (15.9kgl
.I JJ. ~ ,_LJ_A"'.IIt
I ~~LJT"f~r::
.0
r
u_
I,
D
[j
D
0
0
D
D
0
0
D
D
D
U
'0
U
D
U
Gener~Purpose Small Floodlight
Ideal for recreation areas, parking lots, building facades and car lots.
Catalog Number
~
NEMA
o istri bution
Designation
Vertical lamp
f1IG H PRESSURE SODIUM
70W TFL 70S'
IOOW TFL 100S
IS0VV TFL 150S
200~V TFL 200S
METAL HALIDE
1 SOW TfL 150M1
175VV TFl 175M
ZOOW TFL 200M2
2S0W TFl 250M'
MERCURY VAPOR
100W TFL 100H
175VV TFL 175H
250W TFL 2S0H
Horizontal Lamp
HIGH PRESSURE SODIUM
250W TFL 250S
400W TFL 400S
METAL HALIDE
ZOOW TFl
250W TFl
now TFL
2S0W TFL
400W TFL
200M'
250MI.
320M'
250M'
400M1.J
NOTES:
1 May be ordered with SCWA Of
LLRPSL.
2 Must tJe ordered w~th SCINA Or
LLRPSL
3 Require. T.15, ED or ans reduced
jacket ~am'P.
4. Consult factory for availabilitY in
Canada.
;; Not avali.able in Canada.
6 OptIonal Multi-tap Ballast 1120, 206,
24.0. 277VI. (120. Z77. 34 IV in Canada:!
CANADIAN SHIPMENTS: Add CSA as
5uffix [0 catalog number.
HID lamps ava-ilable witti luminaires.
Consult factory,
All .dimel1s~ons are incl1es
(ce"cimetersl unless ocher.
wise sp,ecified.
DIMENSIONS
EPA: Utt'1-12m')
He;ghr: 18V,"(40.91
Width: '5'Y. "['O.Ol
Depth' 6\1," (15.61
fA / /T.J.rFn~/ZI , Jr=s...JTI'^~t=
Example: TFL 4005 RA2 TB
Voltage
Optio nsl Accesso ri es
T.Al
TAl
TA2
TAZ
120
20a4
2404
277
347
4a05
TB"
llRPSL
SCWA
Super C'';VA pulse
scan: .jallasc 1T8 std.)
Low lass reactor
pulse stan: ballast
(277V only)
For addi1:JQnal options
and ac c8ssories, see page 312.
TA2
TA2
TA2
RAl
STANDARD PACKAGING
TA2
TAZ
TAl
r:ixcures stlip complele in unit
carlo"' o"ly. Exam?I~:
lOry 131 Tn 4005 RAz TB
[13 cartons of I li,tur~}
RAZ
RAl
Acc~ss..ories ship se-oarat:.'ly.
RAl
RAl
RAl
RAl
RAl
lampfFixtme/Distribution Data IVertical lamp)
Weight Beam Spread NEMA
Wonage Ballo" Lbs. Kg. H" x V' Om.
HIGH PRESSURE SODIUM !Mog/Clearl
70 TA2 HX.HPF 22 10 147 K 113
100 TAl HX-HPF 23 10 148 x 119
150 TA2 HX.HPF 25 11 154 ~ 112
200TA2 CWA 2512 14hl20
MET.4L HALIDE {Mag/Clear)
175TA2 CWA ,5 11
250TA2 CWA 2512
MERCURY VAPOR (Mag/Coated)
100TA2 CWA 20 9 140 x 117
175 TA2 CWA 22 10 143 K 129
250 TA2 CWA 23 10 146 x 131
lamp/Fixture Data (Horizontal lamp)
Weight Seam Spread NEMA
Wanoge Ballast lb,. :<g. W x V" DisL
HIGH PRESSURE SOD IUM [Mog/Clear)
2S0 RA2 CW A 28 13 138 x 111
400 RA2 CWA 39 18 138 ~ 111
METAL HALIDE (Mog IE-18 or ED-281/Clear)
400 RA2 CWA 3S 16 144 K 1011 7x6
145 xIII
145 x 120
I 'I
II liT
. I
, I "" (,J;;\ '" i 12-
II '~e1 \1' '~
'-'-" III
I --L
, :~1-1/4.+- 1-1/4~-i
[//):
0;
<ii-
OJ
15-314'
5-118'
7 x 6
7 x 6
7 ~ 6
7 K 6
7 ~ 5
7 x 6
7 x 6
7 x 6
7 x 7
7 x 6
7 x 6
'~L~
Floodlighti ng
,
- -- ---,--~.._!
1Fl
Contour Series@
Features
Housing: Compact. ,'Ieavy-duty construction
Soft-corner, die-cast aiuminum housing and
front cover. Front bezel is removable via POSI-
tion-oriented, hinge-cam design and is fully
sealed with one-piece, bonded silicone gas-
ket. Lens is thermal- and shock-resistant, clear,
tempered glass. Standard finish is dark bronze
polyester powder paint.
Optics: TA2 models: vertical lamp with one-
piece. hydroformed, anodized aluminum re-
flector. Provides twin-beam light pattern with
two-position adjustable socket. RA2 models:
horizontal lamp with anodized specular alumi-
num reflector. Provides efficient rectangular-
beam pattern. Both have a sealed opTic cham-
ber to inhibit entrance of outside contami-
n ants.
Ballast Electrical components are mounted to
the cast-aluminum housing, promoting maximum
heat dissi p ation. Ba Ilast is high-rea ctance, high-
power factor (7G-150W H PS) or consta nt-watt-
age autotransformer (175 and above HPS, MV,
MHl. copperwound and 100% factory tested. UL
listed.
Installation: Corrosion-resistant, heavy-duty
painted steel mounting yoke. Optional die-
cast integral slipfitter. All external screws
are treated for corrosion resistance, Above-
horizontal aiming capability standard_
Socket Glazed porcelain, vertically or hOrIZon-
tally oriented, mogul-base socket with copper
alloy, nickel-plated sc rew shell and c enter con-
tact Ullisted 1500W, 600V, 4KV pulse rated.
Listings: UL listed suitabie far wet locations.
IP65 rated in accordance with standard lEe
529: Listed and Iilbeled to c.amply with Cane-
dian Standards [see optionsJ_
O('(':f;
.,i:;o
D
Pathway/Accent Lighting
eKE
o .
o
o
D,
U:eatures
Housing: One-piece, cast-aluminum housing
Dalloy contains less than 0.2% copper) with
ntegral splice companment (46 cu. in.); four
:y.' NPT conduit entries. Lens is one-piec e,
Uin.jection-mOlded, UV-stabilized polycarbon-
3te, .125" minimum thickness. Tooled-in,
tippled texture an nan-optical portions. Die-
~ cut, closed-cell EPDM gasket. Housing is
W,hiPped se parate Iyfrom lenslreflector!power
!nodule. Stainless steel, captive, Philips-type
asteners (tamper-resistant' fasteners also
provid edl. Sla nda rd lens finish is dark bronze
i)namel (painted on both inside and outside
LJf non-optical portion): Black, white and natu-
ral aluminum finishes also available. Housing
finish is clear polyester powder for corro.
n;ion protection. Recessed concrete cast in
41ace is standard; optional mountings avail-
able.
DOptics: Reflectors are anodized, hydro-
lormed aluminum. Two distributions avail-
able: A (for uniform symmetrical area light-
U1ng) and 0 (for left or right directional-throw
Mea lighting, featuring a unique bi-adjust-
ble socket assembly that can be field-ad-
justed up or down to provide maximum light
[l~distrjbution on stairvvay plane),
I .
allast/EI ectrical System: All ba Ilasts are
copper wound and 100% factory-tested.
DE1ectrical components are unitized on re-
l;novable power module. Positive-locking dis-
connecton primary and secondary circuits.
Medium-base porcelain socket, 4KV pulse
r :-iHed.
l{js~ings: UL listed suitable for wet locations.
Listed and labeled to comply with Canadian
[jtandards (see optionsl.
u
u
U
Recessed Low-Mount Floods
Use in site walls or stair lighting.
Catalog Number
Designation Voltage
HIGH PRESSURE SODIUM 120
SOW KL 50S A 0 ZOSl
7DW Kl 70S A 0 24Ql
IOOW Kl 100S 1 A 0
METAL HALIDE
70W KL 70M A 0
IDOW KL 100M i A 0
INCANDESCENT
lOOW KL Il D
150W KL Il
~\
I'~!l.\
\ !-..--
\J.....II
rl-'*"~ \
.!~
'.-~J
~/I
Si.adiustable socket assembly :<l'O' Dis,ributian
SL .t1A
~L4f D
Example: KL 50S A 120 QRS
Oprions/Accesso ries
OPTIONS (Shipoed installed I
SF Single fuse i 120. 277 IJ I
GIlS Quam restrike sys,em
P E Phomelec[ric cell i not
available with 8381
EC Emergenc,/ circuit
CSA Listed and labeled to
comply with Canadian
Sta ndards.
B BS Backbox [scud-wall
mounting)
88W Sackbox Isurface wall
mO'Jnt)
BBF Sackbox Iflot horizontal
surfa ce mcunt)
BBR Recessed Icetling, soliit
mount)
ACCESSORIES (Shipped
seoaratelyl
BSP Backbox Ifree-s[anding
with polel
Lef1: or Right direcllonallight distribution may be selected in the field.
NOTES:
1 For in'Verte-d mou,,~ir'1g applica(lon,
maximum wartage is 75W.
Z Consult factory for availability in
Canada.
3 Op,ioMI mulli-tap baII0'11120. 27'1.
347VI. Consult factory fororhBr
voltages,
STANDARD PACKAGING
Housings ship In unll cot(ons. Ex~mDle:
[Gr{2l) KlHSGU
(21 cartons of 1 housing)
Reflec!"'s ship in tJnit cartons. Example:
(Gry 21) KL 50S A 120 UHSG 121
carcons of I reflector and all
electrical ,~omoonenlsl
All dimensions are inches Icentimetersl
un less otherNise specified.
DIMENSIONS
He;gm: 12-1/~IJUI
Width: 14-1/< 135.21
Depth: 8-:J/16 120.81
Back box: 5115.21
Lens: 2-3/15 15.51
Max. weigh<: 15 Ibs. 17 kgl
,
.'-
,--.....
t._
r'~
'., "/
I - u
D
U
D
U
Q
~
~ ~
~ 0
.~
~
.~
""d
~ ""d
<
~ bJ)
~
.~
~
~ if)
r-
~
D Q)
~
""d
~
D .~
...q
u
U
U
Q
~
~
~
-
.....~:'~.~, ~.~.. ,,~,~~~...~,..~~-c~._,~;,~,_....""'..~_ _'40:. ~__ _~""';r..-....",& ~~~c-.","",..~.
c
r;?~,
1""-"'____. 4 ..___~'_':. ~~...
....,
~~~:-c.:~:~'Q
Hl;tU~j:~~j
~~B~oiI
I o,e..::;:::;:::::-'::--'l;:-.Q
""---'~----"----'---'-'rl
.\
I,
Ii
:;
II
II
,I
ElCTE"","
(~NS1.JLAlmF'lt-lls"
S'r'S'Tt).I (rJrs)
I-~'-'----'-'-'-'- .,
il
I,
Ii
I'
;1
Ii
"
.1
I,
!'
M--------.--..-.--.----.----
-., ~'l- "".,.. ._,,~ .'."_.. ,'. ...--'''..,.. ."..... .'-"=' ,~'..
. I ... ,'. ""
crl:R~~;:~~~~}~~:
! C"l'
~ ,. -+.-r--" - ---"L - -
.-,....-..--.---. _.~--~- .-.-.--.'--
rOPENIt.G
ll-IiiMol
P^""'"
I
..~
~:'\
~ ~~T'1!li~~ TO
W.TCH tx1STl~
- ~tn-F"I.CL
COft:::RtT[
B...OCK NIO 2"
'SLlOO11-l-F"ACE
B/>NCI'~Ci (nP.)
.; ~if;i:t~~~~E:~B;=
i "0'
~ t. :..4~:;..~;::.:::.::~~_::~:.=:.::::
b..:.:.:.:.;:::;~--=~~.:C-::::::: --~
...- 8..a4 SPLIT -nCE
':QIiCRot: El.000:
.IoCCENT CTYP.I
- . - ..- _... . - .
. . . . .
7 "'I
~
e",a"
SFuT-=';a.((
COI'iCR[T[
EllOClC ACCEfIT
IT'l'P.)
T',~' 0
'0
sPUT-n.Cf
cor<<::R(lE B,OCK
FiElD w/ z'
SUOQ":'\-I-r!oCE
"''''NO
-::':l~=~~
:-::J'i~
_..E."!;
o 0 0, cO 0
'0
....
0 , ".~ 0 0 [jJ :'0
Q. , .' i:I 0 "
0:.':"
"
o.
o.
Q ~:O
o
o
o
o
"",;~;o
"
"- A.l.lJr.ll~\Jl,t ,,\t1()OW ~j
{woHtTf} ~I m.nm
~>>:'1<JU"T~[XISI.
\... ^LU",",," """"'ill
'"""" (wHITE) "'
ltnm cWt.l~ T6
IoI,1,TCH nrs7.
t~l!J~ I ~!--EVA TlQN-fffij
ERB
AJ.Z
EAST ELEVATION
SDU:l/.'l _1-0
-,t:.~~~~f~~~w
r..=---_4 ";:-.--. ~:-.-'--.;~-._--~.;-r--- -j
J:~~r::T~~:.~[[~~~[t~-~:r~I~:~i d ~r.~ TO
~1-~ _......::.....- _~ - ~ - _::._ ~ MoIoTCH [_ISTING
OOER'lCtf;
tI5LUT[D F"'ISH
5YS1U" (ElfS) ~
(CFml!'fG
rtROIJo;t<
PolJW'IT
Q
,
.~
vn..fr1 SIZE:
ra.cE BR1Ck TO
i,lAiClo4 [~!S'T1"O
SPUI-f,lr(;[
CO'i::f;'[1"[
3\.OCK "-Net 2"
S"'XllH-F,t,CE
s.."CING ['T'r'P,)
~
~
f
.,
r
.
i
~
~
,
~
~
f
E."S" 9'UI-r.l[(
C~t:-R[T[ 9L0I:;(
ACC[NT {TIP)--
" '0
. l:!:" ',(> C
0 0 0
,
0 ~ "- ,J 0 ;~ D
0 ::0 " O~I
~..:c " a 0
.,~
Q ~'.~'
t!;i
Me<:honicol
Corridor
c
'-
"
"
<J 'I
"- SPLrr-FCE CCHiCR'ET[
B'LQCI\ FIELD w/ 2-
~W~Tli-fJ.a: fW.l[)HG
\.. Go>.lV. H..... DOOR mo
f'PA"'[ (GR""'f)
Children's Wing Addition
~F~~.~ATlON @
~.R~~EYAnPN-fffij
,
;
~
:i
~
...
INTERDESIGN
TOUl "'R(Hl1EClU~M D!"'HO~Mun
1!.1 East Chin Strf'l!t
If"ldianapolls. Indiana 4~2{J4
P!'l~n.11j2t.l_q655 j:n )1'.Ze3W.1.
...........jnterde-~i9n,fD,...
@Th. ItI.t.rDMlgu "roup-. tile.
~.. ~9 "mint,~ " _
Additions and
Remodeling
lor
NORTHVIEW
CHRISTIAN
LIFE
5535 East 131 st Sl
Carmel, IN. 46033
R.",.~
Dr..",E1r~o..lk.~&~_
0...
~ DECEIIIIIER 2\lal
P~II(t ll~tII"'.r
2IlO>lllI
.....~.... fJj
~," .-
~ ,~.:.
KEY PlAN ~; ...~.
EXTERIOR
ELEVATIONS
UNIT B
A3.2
.
0 u v
U
D
:0
IU ~
0
.~
~
.~
"'d
D "'0
~
~
D 0
E
0
~ u
~
~
0
D ]
r:fJ
~ 0
~
. Cl)
0 ~
--
Cl)
0
~ ~
0
r:fJ
Cl)
~ ~
c<3
~ ><
0
,..q
~ ~
z
0
D
~
U
..,
~
~
,,;
'ii
,.
.~
.~
~
!
'"
~
~
"1
5
~
~
Jl
.........
"h:'\,.
':"'-~-_'~~__' "I.,
. ----....".......
"
_ 0'_""_"_'"
-, ,-- . "
'.
r _ " ......" ......'~-O... ".
~. ~...,.- .~~, .~.~._-.. ,
...,:.~,\-
".
_ 'h'.~__ . ~ \.,
,
r
~~_.1
Oill:HlCR
I'"IStILJoTEO HNl'iH
SYS~\Elrs.l\
\
1 ' \
H
"'-U"'''' J
STOREfRONT
sySt(M l'WffT[J
../ nNl"E[l (;lAZ;NG
/'""" ~~~~r~~rr:'-S(....
I C.Ht!)
I
/F~nl>flSf.im
......WNl.i1ol '1'ISCl,o,
{Ntl110~
II
STEfl. P1IloE
CCLUION ('M>i1"[)
~A.lUl.lII'f.JM I
51QRErRONT J
SYSII.M (WHIIO
'rt/ TN'ctl GlAZING
~~~ I~VATIO~--=--i\LLBID-@
>,-
o
"
,
AlU","U" J
SHlRETROI'''
SYSTtIl (MIllO
If/ T1H1tD Q.}.ZIJ."':;
~~,~ATION - BASE_BD_@
ALUMI'ftJW STORE:f'R{)1'fI /
~'i: ~~2!!L1
~5T,[[lPIPt /
C'AJJW4(Wt4ITr)J
WEST ELEVATI9!' - ALT. B!l (~
SI:qE:1/tf..l-{l ~
r-
O. ".1 " 0 , "Or' I:; ci
..
-.
DO - - r-
,
i
.d .--- _. .- -- n__ -. .. -. .-
ALUt.I'toUw 5l~NT /
~u (WrlfTO ~
lM[DIXAZlfoIl)
WEST ELEVATION - BASE BIO
~-,.m .. 1-0"" ---
@
}J,I
~
ootJ><),
1t.5UU.T[[1 Fm,'S..
SYSTEM e[IFS) \
UTIUTY Sl2[
rAct: eR1C1<: TQ
lMTCH !):!SiINC
.'
.:-',':.' :":":-~":':'.
;. . ',-
~~:'?:~'- '-fIt-r;P;\;'..
'~'.';';::'~:~~ l:, j.:. I:' t --l.' -~ ~-:1_)~':! ~:--: "";:"' ~'.
...,...-- .~'" .~:.;::t': _..'J ...l. ""--" \.. &1r~~I""j
r- (__.____ ___..______.__ ___..____.___.._ ~__...___._.___,__,__________...___ _~_.
i I ." i
I , .
i i I
i I
I
!
i
I
I
!
. i i
I I I
/ ,<,c;,c,~;,~; ....ty .L-:C('~~ .fr-:- -1 ,:? -;,cT~:.~~ -~~
.:=::..J-~~.~:~~~_;~~~:'.~.~.~:~___~':~~~~~j~l~~~~:i'l L 'I ~~":'~~'" . - -Jj
t..- .....r...h-. :~.... _._.:~.- ...m.._-t i~._.. ".0', h I >c; "
t :~~~';:.7.:t...:,-:::~-,:.-: .-::',.;.r:"''':''---7:':'7'''~'.~~':.~~-::: :."..... ."
I I '. m: ~ - I I I!
r.~,-~;c:r-:,.:;:--;,.;:.-t:"; ~. ';' "-'1-) '('1IDlD
f"":"~T--'::':_"'C:':'!' i : f "I: .. DO
l.;:..;,..:.:..J-".. __..___ _~'H ~ -~.-~"'-'"' . - -- -.- -.-- --.-
, I
! : i
_-,---rt~1:~~~.~~--~:-.~~~.:~.~.-~-~~~:~-~.~=_~~~-.-c ~ :~=~.: ~.~- ~.- -.'~-=)
.. ...U h .Ii I:
.. ,: -rr- T I: I ",,"05<EO
~:~Il:-l~~~7L~h~~':,-:,::~:;~"~:::;~;;;~,,~dLM"''''~''~~1",'~'
":-h"'~h- (::1 =010 ~+- DO r- -
..--.,.1'1-. ,J.
.!"J
,'J
..-~ "1
mJ---l::-
. ;;'~:'::-_.:.J~ :---':_rL
", .. '..-. - - -.-1...... ...~, ~
.~". .' _. ._..m.... :~=-_ . ~,,_;
"-;-1
:::.~ .~,:,-::.--~.-:-:-;::.'=;:;~.~- ~.1);
'[ill] ~--.
;j
. .
.. ,
,
= :;
\....e-Je. ~PUT-FACE
~l}NQt[lt: tllOCk
-.ccnll(1'YP.l
SOUTH ELEVATION - ALT. BID
Sco.LL 1%_1'4
GID
All
..1 '.
! ..,=-:-,:'- :~::.:: ~.::..C.:'- --:~,.~t---:. ~:~~"
_....._ _." ._~__ .~.. ---..--1 ' I,
~.~ ..'~.~ -. ~-'..'~._~-'...- -'~:j.-
.~.'"..-. - .. ., -...- - .'~ --
-~~.. ...~-,_. ......~... .-".-.' ,'"--
~XTE/l:(1l
It<SUlAT'[tI f".NSI'i
S'fS11"U (oP..)"
iJRITT SIIE
l'".AoC[ (H~ 10
~1'G1 EXtSl'l,"'
"
I
I
.l
o
~Jrmlr(--':
,-. {lLWJJ .LL
\.~..8- S?UT-I'""'C[
CO/iCRflE ft.OCt:
t.CCEHJ ~TYP.)
~'rr~,~ATION - BASE BlD---@
.~_./.,-);''';\<:.;',-::.,;
/:UTUN .lE
r...cr ftRlQo, 10
< . u wrrn ""T1~G
...........)
<.
!~{-_._.~..._--
f...~\\
l ,'~\
/"rr\\
f-';~i i~'. .:\\
fir l,.....
f~"i f'':~::'[,;: U'.: . ":
-.>/:-:...:-: '";";',1 r.;.cu- 7";,:' . ~-..______
roo. ...
~ i
~. _ ~~..~ h___ _
L.- .1
[.':.:,.1 < -.~.
~ j
DID DID DID
,
., ,
!
; I
,
, ;
11- ~!'
[1 ,
,\ tj
n t
;
t"
,
!
t. I
I
"".::. j
I i (~
.1_-'__..."
. : 1
~...;
~ SPI..rf-f1loC[ C-OrtC'ICE BLOCK
H~D :t' suoo~ -f-.cE
Q.!..MDHtc;. ('MI.)
Narthex &
Resource/Refreshment
Center Addition
lIT..1f)' ~.(f
,...cE S~IC); lO
"""'TC~ EllSTl'tC
l~.~-"-'~---'-
j -\ \
P :::.-\\
l-TT\\
r :~l t. :c\\__
( .... i ~..::.j
;J,,~~J:~~~I' r:~~:~=~c==
i I II 1I j"'.']".'"
:.,.J. b::~:-1 r~ ..- ~ l.,-~::::i.:--._.:---.
~ : I:-.:.l II !j L.:~k.-:".;.
..' .ui i I. II! I
o
"
; o;~;
~t-D7'P "
DID DID DID
........
I
-? t
= ! ~..J.,.
! i
, !
, ;
I
J.t_
'<'-
,
j ~ } ;.
_,..l, ...,;-.I.cl.--.....I
~Sl"-.lt-F.l,CE CUt.o;:pm BLOC!\.
AM~ ~~..c[
BUi[JUG (lVP.)
'"
..-;; ~
INTERDESIGN
TDUl.lROIITHTUR"l nrVflrPMfHT
141 E:ut C1"io StreEt
Indi.Jllapolis, Indiana 4tJ2G4
Phone )1116Ho~~ F,," m.li)J_96t.l
"'....Jnftrd...!oi:gr...cDl'1
@n. tat...tltuJgn ~up. IDe.
dr<in~ b,^inlfl~ n ~
Additions and
Remodeling
far
NORTHVIEW
CHRISTIAN
LIFE
5535 East 13' st 51.
Carmel, IN. 46033
..... R.'t1~~1l
tN...n9, 1M en..~.-.I&,_
c.. a DECEIIIlER ~
Pf"'J-'IUoInb.r 2llQ2CII
-f~
KrI PUIN
EXTERIOR
B.EVATIONS
UNIT A
A3.1
~
~
~
~
D
~ ~
0
~
g. ~
""rj
~
() ~
'"""" .
~
'"""" .
f""'l'-
~
~ ~
0-
~ D
~
'"""" .
::s 0
f""'l'-
(tl
::s
~ ~
()
(tl
to 0
~
~.
I--'
0- Q
~.
::s
(Jq
~
Q
U
U
""
u u 'U
."
>-.
!
..
"
f
,
~
r
~
i
t
~
~
..
-~.., ~~ ...,.~ -~
r
~ -
c
CUJN[l} ENOl'f&.lL PARM'O wI
l>RC"'1"-ISH(t'o o.eTAL COli"lflC:
PR[f1N 51-<(0 t.4ETo<.J...
SIUi'tC - (C~.Ai' COLOR) -
m 1;
11 III ~ !,
-T
t;ASi-I~I-FI.JOtt COtfCFOt
FU,I,INING w..u'S ~
CClER1C+I F..TIO - flUTW
P;(l rC:lJ;>t,j ltsr~ TrXlURE' --..
'-- ",,-Vl.Ilitli,ltoI SloP:EJ1IOt.n'
SYSTEM (VMfT[) 'I;
'!1l.rTm CLCl~C
EAST E~lL---.LiliJ
'iUIil:1 .1-0 -\~
AlV>dINW
$lOREFAC"'T SYS
C....iolITE) '1'1./
SPll.'IDRil I=.6tJO-S
.....1)t.tIMJI.l ST(lR[f'
~~~I.l G~~
PRErlNlS,MED r..4[1Al
$IOf.;e - (CAAY'
COlOl?J-
*
T
::: 0
~
j.
1 1 H
,'I
~I 0
~I ~,l II III ,
. i .~
y I
',:
.;. ...
~
~ Sf'llT-r.ot..C!: CONCRrl[ eLl)Cl< rl~LD
wi ~. 5~nt-rAC[ (v."l~N:;
/ ...(n".,o nAMD,"e so. "mL
~nr~':c~,co..lJfi)
'1111 I I,ll ,
I
TO< lllll! I 1 ~ t
- F " f '9 ,
- , I ~
I III II I 1 I il
0 I
~O/IIl 1:: II I " --i- .'f11
I Ir,- -.- '0-....'., ~
~ I ;1' I'
! ill 1 \. " . "
I "- ..
1111 '\... v".:T'-r~ COHCRtJt BL)CK nd/ -
----' -- _/ ~. 5.l.OOTH-n,Cf ~N()ING I
NORTH ELEVATLQ~
srJtl:'~~ \~
,I
\{
;;;~1.
;:"
.
:[-,
J.":.:
"
~~ "en-..... c""c,'" BeCCK n~
HI 1" SIolCX}Jl, rAC[ 8.1rJiDlriG
~~J. ~VATlON 0lD
Youth Facility
.-
.,
~
-.
r
Cl'iT_IN_~' COl'JCJl'[1(
PET""I"" ....u.s ...T
E;cT[~<IF FATIO - nUTm
Rll;! fUR" llN[ft l(xfuRE
~nNlSI-lED
STANDr'C; StAAl
il4nAL Il'oon$ -
CCItAt" <:ot~)
I
~F1NISHt[lI.i[!.It
~';)~
,1
II-I
t
I
I
i
~~J.l:I ,~LEVATlON @
\_ ('A."il_IN_PlACi
CON:=:m n.6lR
CASf -IN_Plj,C( CDrtCfiU[
~~~N: ~~s !Tn.'JTtD
lilS fORt,I ltEf': lDC1UAE
-
--ro-o ". ~ ....- -
~
-
....... . . ;e'r.:'". .
,:...' " ~-
~l:Ir,jI"'_n.1
srOR[1'RONT S"l'SiEf.l
(\fllt<lTEI ,,/
SP~I<;Of;'[l P.\MElS
11] 'j ~ .r 1
1
.....l,;loI,HJI.l
srCRURONT S",S.EM
(v.",:n, w/ illofTtD
G~Zt~G
~
M
INTERDESIGN
fOl,l,l ~~CHlT[(lIJRJol O(Y[LOPI-t(ttl
141 East Ohio Str~et
Ind,anapoli!., IndltU"la 46204
Phone 311.i!fHb~!. ~.~ )11 Z63.!t6..t.
\;....... illleide"i9f\(orll
@ThaID.l.rDHlp%I Graup, IDe.
d.,;n't-,p....n ..~
New Youth Facility
for
NORTHVIEW
CHRISTIAN
LIFE
5535 East 131st 51.
Carmel, IN. 46033
1'1,.1. 1<~I'II.i;n
o.-...~e.y~O".~.<1&w_
Oal~ 3 DECaIBEII 2IXlIl
Pn)iKtluM,r 2OaIOll
EXTERIOR
ELEVATIONS
A3.3
I.
\
~
cr 9
--= ~ ~
---=:=Jg
9
T
r
----::l~~
gc..
gC-
~g
. ~ ~ w " .. " ~ ~ ~
':' ..
.- I I I ' --r
~-- ,
I I
I I
I I
I I
I ,
I I
I ,
I ,
~
~ ~
l1,
~ ~ 'n ~ ~
~ ~
I
I
I
I
I
I
I
I
I
!
~
~
~
r)'
ENDWAlL SHEETING ELEVATION
COL. L1Nc ,
ENDWALL SHEETING ELEVATION
CUl.L1N€ 6
IiOIE __HASJo,"CHIEPLDGOSTlCKE"
ERECT iHE ME/wIBEJI SO HIE ~lIr:fQllIS
I U......AI10S ll-fE (JU (SlUE OF -,HE 8U1lUING.
NUfe- HAS ^ .CHd:F' LOGO SliCKER.
EilE.CT lf1E Mc.Mee.~ $0 1ME S TI.cI<'~flIS
TOWI\RCS-l,"E. OUTSIOe.O~ THEl!UllD'Nll
r.lOTv.'ITHSIANDING THE AD.lloCEN r
SEo\L, flEITHEFl rHE ENGINH:Pl NAMED
NtJH CHIEf 1IL1ILOINCS IS ACTING
AS 'n-IE EN{jINEEI'l O~ l~et.oAO, 'II-IE
E~JGIN:ER NAI.U;o AND CHIEF 6V'l[lI"-!CS
nE:SPO,>.ls;,s;rI..II'r' I~ 1.1"~lrI;:D TO THE
5mucruR....l PERFORIuIANCE OF lHE PRE-
ENGINEERED C()MP[)Nl,,.,ns.UC:SI{;NEO!lV
Cl-JIEF I:J.UILDfNGS
REVISIOfJS
A-~~
A
~
"EFEREN-CEHores
, am i)P!:'NII-lri I i~I'Mi. HEOI::'H ro GENERAL OE.,^IL.S
ENDWALL DRAWINGS
--
S & g CONST, / NORTHVIEW CHRISTIAN LIFE CHURCH
CARMEL, IN
RF 40' X 100' X 12' 20' BAYS 1:12
~~~.
OOD',"O, IE2 /
C074527 I/~;
/1" ......
?
r
T
r
9
cp
I
I
I
I
I
I
I
I
I
I
I
" I
I
I
I
SIDEWALL SHEETING ELEVATION
COL LINE ^
r
T
7
r
r
o
I
I [ I -, I I I I I
I
,
I
I
I r ~'-i , I I I
I
I I , I I I I
I , I I I I I
, I , I I I I
I I I , I I I
, I , , , I ,
I , I , , I I
, I I I I I I
I I , , I , I
,
/
SIDEWALL SHEEIING ELEVATION
/
/
CllLLlNE r.
Nole~ llldg .". r:ol. Lill~" . (~lo'Il'lli1l'r11 gUhfl'rJ d'owflspmll drop spatilfQ . I
h;ll~1!! dowmipowl dfo::>l_ ( ) du.....n'!.poll! !1ro'l~ prOVidel' for Ini~ Wall. Each dr-op
cunsisi!i'DJ
. tlr.wn~p{Jul Of 0'] spacinll indicates the m<l~im"," r'.!o,;QIflI"~Il<"f!(i e<':jt.JiIor 'ip.;cir'lg IJr
!h,,= rtta':lmum le~am"lendl!-rt 1r./1glt'l (}~ !:llmer 1MI e-arn dQWIl'.i;lOUI <,jl<JlJ m",~ ",~in.
tJOMll~.s1AN()INO TH~o\[)J,\CEl>JI
SEAL, "'EllflEH THE ENGINEER NAMED
NOR GH~EFBUlllJnX1S [,,"'CllNt,
ASIHt:: ENGlr.EEA OF Rc.CORD. t..e
E.NOINEE.R fJALIEI;) A/JI) C.,IEF aUILDINCS.
IlESPOf-JSIRllIl'i IS UWIED HJ1HE
Sllmr.Tllf1AL PL:IIH1IlMANU::: OF ffiEf"FlE;
I:.NCII'JEEREO COMPONeNtS lJES.I~EO By
CHI!!:'" 8l..1~L~I~(jS
REVISIONS
A---------'-~-'----'---
:it.
A
",
f~EFe;m;!NC::E klOTES
,. FOI~ OPENING Tf~IMS. REFER TO OEhlU.AI, [J~,I^llS
Nul...: Btdq ~', Col, lim.;' . (Ov"''JfZe gull...!) na.n.'I'l~rlDlll r:lmp <;JlaClng' == .
(dlluole dOW"~lJl.l'JI c''U,Jl. ( \ d(J,",I)~PQ<Ji drop:;; p-o~~jerllm lhl~ .....F'.l'_ Eill:h rj':IP
/~r\l1'lI<\I" o.l .
Nul!!: DOWrT~fl0ul alld elbo"," qua...!ill~~ nr~ im:reased lor "tlou.hle aov."lS~'OUI df')Jl"
[;f)rc\iiLiDrl'!i,
. Qmwr.spOlJl omf) 5[1ilC'lIg \1'li;\,;..I!I~ U\.. 1l,j>,i'nlollTl r..corI'Hilef\l1ec1 Nll;...1 '1fl.!lC:I1!J nf
i"'~ tf1;'l':lmLJm rec~mmN',rlM If'ngl~ 01 gu::el Il1at eacl1 dowl1wyut d'o;.J n...,y d"I;'1,
SIDEWAL'_ DRAWINGS
- --------- ~._.,'-,.....--_._---_.- --- ------.....--.-..-..-
S & B CONST_ J NORTHVIEW CHRISTIAN LIFE CHURCH
CM<M"L, IN
RF 40' X-100' X 12' 20' BAYS 1;12
~-;t~ -
Maintenance Building
.&
U ·
,
D
ID
D
D
U
D
~
D
I~
~
~
~
D
~
~
~
~
~
~
. ~
..
r f
1