HomeMy WebLinkAboutApplication
~^ '
u
ADLS
AMENDMENT
Fee $364.00
u
Date: DOCKET NO.
A lication for Architectural Desi
Name of
Project: A Dumpster Canopy for Engineered Cooling Systems, Inc.
Address: 201 West Carmel Drive
Type of
Project: Pre-engineered steel canopy over existing dumpsters
Applicant:
Engineered Cooling Systems, Inc.
Phone No.
846-3438
Contact Person: Mark A. Swanson, Authorized Agent
Fax No. 844-1758
Phone No.
844-1315
Address: 10610 North Park Avenue, Indianapolis, Indiana 46280
Legal Description: To be typewritten on a separate sheet
Area (in acres) 5.29
Zoning
1-1
Owner of Real Estate: Engineered Cooling Systems, Inc.
Carmel: X
Clay Township:
Annexation: 00r N
Other Approvals Needed: None
Parking
No. of Spaces Provided: N/A
No. Spaces Required: NI A
Design Information
Type of Building: Accessory Structure
No. of Buildings:
N/A
Square Footage:
1,500
Height: 12 feet
No. of Stories
Exterior Materials: Steel
Colors: Almond to match existing & galvalume
Maximum No. of Ten ants:
o
Type of Uses:
Dumpster canopy
Water by:
N/A
Sewer by:
N/A
1
-.
u
u
LIGHTING
N/A
Height of Fixture:
N/A
Type of Fixture:
No. of Fixtures:
o
Additional Lighting:
o
* Plans to be submitted showing Footcandle spreads at property lines per the ordinance.
SIGNAGE
No. of Signs:
Location(s):
o
N/A
Type of Signs:
N/A
Dimensions of each sign: N/ A
Square Footage of each sign: NI A
Total Height of each sign: NI A
LANDSCAPING
* Plans to be submitted showing plant types, sizes, and locations
********************************************
I the undersigned, to the best of my knowledge and belief, submit the above
information as true and correct.
Signature o~ J iii 1\
Applicant: uvt rML a ./jA}~ Title:
President
Mark A. Swanson. Authorized Agent Date: 18 December 2003
(Print)
********************************************
State of Indiana,
;AII 58:
Countyof jflahL~~
Before me the undersigned, a Notary ~~~lic for iJ1~ County,
State of Indiana, personally appeared I If a;,j{ 71~3;t;;;,. ~~. and acknowledged the
execution of the fore ing instrument this 18 day of December, 2003
C sian Expires: jtJ /~/ / ~n 7
Notary Public / I
2
-ii~. ~I'
w
u
Legal Description
Part of the Southeast Quarter of Section 36, Township 18 North, Range 3 East in
Hamilton County, Indiana, more particularly described as follows:
Commencing at the Northeast corner of the Southeast Quarter of Section 36,
Township 18 North, Range 3 East; thence South 00 degrees 00 minutes 00 seconds
(assumed bearing) on and along the East line of said Southeast Quarter 938.15 feet to
the south right of way of Carmel Drive; thence South 90 degrees 00 minutes 00
seconds West and along said right of way 771.43 feet to the point of curvature of a
curve to the right, the radius point of which bears North 00 degrees 00 minutes 00
seconds 561.07 feet from said point; thence northwesterly on and along said curve on
said right of way line 386.62 feet to a point which is South 39 degrees 28 minutes 52
seconds West 561.07 feet from said radius point and the place of beginning of this
tract; thence South 39 degrees 28 minutes 52 seconds West 561.07 feet from said
radius point and the place of beginning of this tract; thence South 00 degrees 08
minutes 36 seconds West 525.20 feet; thence North 89 degrees 51 minutes 24
seconds West 70AO feet; thence South 00 degrees 00 minutes 07 seconds East 50.73
feet; thence North 89 degrees 43 minutes 09 seconds West 666.34 feet to the easterly
right of way line of the Monon Railroad; thence North 49 degrees 33 minutes 00
seconds East on and along said east right of way line 563.60 feet to the point of a 03
degrees 00 minute spiral curve; thence northeasterly on and along said spiral curve to
the left and the east right of way line of the Manon Railroad 201.72 feet which bears
North 48 degrees 32 minutes 36 seconds East from the last described point, said point
being the point common to said spiral curve and a circular curve to the left with a
radius of 1943.08 feet; thence northeasterly on and along said circular curve to the left
and the east right of way of the Manon Railroad 158.56 feet to a point subtended by a
chord having a length of 158.52 feet which bears North 44 degrees 12 minutes 44
seconds East from the last described point; said point also being on the south right of
way line of Carmel Drive; thence South 49 degrees 32 minutes 41 seconds East on
and along said south right of way line 52.71 feet to the point of curvature of a curve to
the left, the radius point of which bears North 40 degrees 27 minutes 19 seconds East
561.07 feet from said point; thence southeasterly on and along said curve on said right
of way line 9.54 feet to the place of beginning containing 5.29 acres, more or less.
Subject to a 15 foot utility easement along the south side thereof; also subject to a
25 foot planting and screening strip along the entire south side thereof; and subject to
all other legal easements and right of ways.
3
_"___~H', .. _~
~d 't t;Ji'~d'_~~_ .
~_~__ _Q~ - V\-O s': __~
. -~
:.__ _'DD\\j\~~R~~.~_<)~;utA,
I
~~
~~-
,;l 0/ tV. ~...~
_ ~,-C.JJ
/kd~ :
P?LfY-/315d --
f' 84L/~ 1758 ///JL ~I!-Me;rt,
/d -/.f-Q3
u
,
I
',,-- -, -
I
,
lZ-{t-() ~
~~.,~-""""-=._"",,,,----..
~tlty~. ~a;t490~
~_ ._dOL s.~d -=
l~~
I
I
i
!
~C-..-~,.:--
L-
.U
WI YY1 0A1e.. ~~ -4~..
me?
/'\D BJ b ne+i~L-Q
p'~_,_~.~'I-:/RJ} .
~Qcl~S /-0u.
'?7
d"\J . I
./[; ts '7
.. pflL
/-
V
\
. \
\ ,
\ i .
~\._~
i\
\] \
-\:
. '\
, . '"
'L- ~"'\
,
_t
-
gt--
A DUMPSTER CANOPY FOR:
LOCATED AT:
WEST CARMEL DRIVE CARMEL,
201
INDIANA
46032
ARCHITECT
/~'~~'II'-I
, \, -~_-L:..:.' ~
/- \..../ - ~ /,;:
/:~. .\./ " ~/
r..... '. '\
Ii r--. '_
("._~'. ;' 8::0 . . \~-\;:.C)\
'tl 1:::1 rr, --
I :.ij a "-.-:. <-:, ffi,
~ [5 e.~i€~ ~
\dJ ~ g}
\/ <::...:;
"< . r.;-;-
.......!}; (\Y
"0...J.JK.J 0/
I~~~ ~W ~[M~(Q)[M ~~~(Q)(C~~ 1~~~ ~[M(CD
~~(Q)J~(Gu L(Ql~~ u~(Ql[N]
CARMEL DRiVE
( 116TH ST.
~ I
[i)
u)
2- ~I ~ LLi
t--= l06-H ~- a ~
tI) l- I, :oll. f'i
Z ~I w w
3: z z
a :J 0
W I-
fl 1:: I ~ tI)
w Z >-
1:: & w
1-4.65 '.L
'%1R\~ffi\ UQ1(G,% uil(Q)lI~ lPlffi\lNl
N.T.S.
@[E[M~[pJ~L lM(QJll[E~
THE DRAWINGS AND SPECIFICATIONS ARE AN INSTRUIoAENT OF SERVlCE
AND ARE THE SOLE PROPERTY Of" THE ARCHITECT, ANY RE-uSE OR
DUPLICATION Of" THESE OOCUIoIENTS IS PROHIBITED, WITH OUT THE
EXPRESSED WRITTEN CONSENT Of" THE ARCHITECT.
AlL WORK SHAlL BE PERfORMED IN STRICT CO"'PlIANCE WITH ALL
APPLICABLE CODES. LAWS. AND ORDINANCES.
THE GENERAL CONDITIONS FOR THIS PROJECT ARE THE GENERAL
CONDITIONS OF THE CONTRACT FOR CONSTRuCTION, AlA QOCuloAENT
CM. CURRENT EDITION. A COPY OF WHICH IS ON riLE AND IAAY BE
EXAAtINED IN THE OFnCE OF THE ARCHITECT AND IS PART OF THE
CONSTRUCTION DOCUMENTS.
THIS PROJECT IS DESIGNED AND ooCUIoIENTED PER THE ARCHITECT'S
INTERPRETATION Of" THE CODE REOUIREIoIENTS. VARIOUS GOVERNING
AGENCIES SOMETIMES INTERPRET CODES. LAWS. AND ORDINANCES
DIFFERENTLY. THESE AGENCIES HAvE JURISOICTlON TO REQUIRE
CHANGES IN DESIGN AND CONSTRUCTION. ANY CHANGES OR
1oA0DlrlCATIONS TO THE DESIGN, MAY NECCESSITATE PRICE AOJUSTIoAENTS.
ALL OR PART OF THESE OOCUIoAENTS wERE GENERATED 8Y ELECTRONIC
IoAEANS. THE ARCHITECT IS RELYING ON THE ACCURACY OF THE
SOFTWARE EUPLOYEO. THE ARCHITECT'S LIABILITY IS THEREFORE
LIMITED TO THE EXTENT CUSTOl.lARY IN THE INDUSTRY.
AlL DIMENSIONS ARE FROIol FACE OF STUD TO FACE OF STUD OR
FROU FACE OF STUD TO FACE OF 1AAS0NRY QR FROIoA FACE OF
1AAS0NRY TO FACE OF I.tASONRY. UNLESS OTHERWISE NOTED. ALL
1AAS0NRY DIMENSIONS ARE NOl.lINAL.
vERIFY AlL (lUSTING CONDITIONS PRIOR TO START or CONSTRUCTION.
NOTIFY THE ARCHITECT IIoII.IEDI.6.TELY OF CONFLICTS PRIOR TO PROCEEDING.
CONTACT RESPECTIvE UTILITY COMPANIES FOR EXACT LOCATION QF
UNDERGROUND SERVICES PRIOR TO START OF CONSTRUCTION. TAKE
EvERY PRECAuTION NECESSARY TO pROTEcr EXISTING SERVlCES DURING
CONSTRUCTION.
Nle ~ "NOT IN CONTRACT". CONTRACTOR TO COORDINATE AND vERIFY
AS TO BLOCKING. HOOK-UP, AND OTHER REQUIREMENTS WITH THE OWNER.
EACH CONTRACTOR SHALL SCRUTINIZE AlL DRAWING SHEETS TO
DETERLfINE fULL EXTENT OF RESPONSIBILITIES FOR EACH RESPECTIVE
TRA(lE.
THE CONSTRUCTION MANAGER IS RESPONSIBLE FOR SECURING AlL REoulREO
PERMITS AND THE PAYING OF AlL REOUIRED FEES.
THESE ORAWINGS INDICATE THE GENERAl SCOPE OF THE PROJECT IN
TERUS OF ARCHITECTURAL DESIGN CONCEPT. THE DIUENSIONS OF THE
BUILDING. THE MAJOR ARCHITECTURAL ELEMENTS. AND THE TYPE OF
STRUCTURAl. LfECHANICAL. AND ELECTRICAL SYSTEuS. THE DRAWINGS
00 NOT NECESSARILY INDICATE OR OESCRIBE ALL WORK REOUIRED
FOR FULL PERFORlAANCE AND COMPLETION OF THE REOUIREMENTS OF
THE CONTRACT. THE TRADE CONTRACTORS SHALL PERrORM SUCH
SERVICES. ANO FURNISH AlL ITHis REOUIRED FOR THE PROPER
ExECuTiON AND COMPLETION OF THE wORK.
ELEVATION GRADING ON ARCHITECTURAL DRAWINGS SHALL uTluZE THE
FOLLOWING CONVERSION: 100' -0. - O' -D.
THE CONSTRUCTION MANAGER SHALL BE FURNISHED WITH 20 SETS OF
CONSTRUCTION ooCUIoIENTS FOR THE CONSTRUCTION OF THE PROJECT.
THE FIRE PROTECTION SYSTEM IS TOTAlLY DESIGNEO BY THE SPRINKLER
DESIGN I BUILO CONTRACTOR. ALL WORK SHALL COI.IPL Y WITH
GOvERNING AGENcY CODES. LAWS. AND ORDINANCES. AS wELL AS WITH
OWNER'S INSURANCE REQUIREMENTS,
AlL OPENINGS TO THE EXTERIOR THROUGH ROOFS AND WAlLS fOR
ACCESSORIES SUCH AS LOlNERS, VENTS. SKYLIGHTS. SUOKE HATCHES.
ROOF HATCHES. EXHAUST FANS AND THE LIKE. SHAlL BE SuPPORTED
BY .FRAMING ON AlL SIDES. THE ACCESSORY SHALL BE THERloIAllY
BROKEN rROId THE FRAUING.
00 NOT SCAlE DR4W1NGS. CONTACT ARCHITECT FOR SPECIFIC OIIoAENSIONS
NOT SHOWN ON DR4WINGS.
SUPPLY SHOP DRAWINGS rOR AlL WORK TO THE ARCHITECT rOR APPROVAl.
PRIOR TO ORDERING OR FABRICATING ANY ITEIoA.
PROVIDE AlL REACTIONS. LOADING. AND BASE PLATE SIZES FOR THE
PRE-ENGINEERED METAl BUILDING TO THE ARCHITECT FOR REViEw
PRIOR TO ANY CONSTRUCTION.
IF CONDITIONS EXIST AFTER DEMOLITION AND ExCAVATION AROUND EXISTING
BUILDINGS THAT CONFUCT WITH WHAT IS SHOWN AND DESCRIBED ON
DRAWINGS CONTACT ARCHITECT PRIOR TO PROCEEDING WITH NEW
CONSTRUCTION.
ExISTING "WORK TO RElMIN" THAT IS DEIoIOLISHED FOR NEW CONSTRUCTION
SHALL BE REPLACED AS ORIGINALLY CONSTRUCTED
[Ql1Ri~ W~[N]@ ~[N][QJ~~
DR4W1NG TITLE I CONTENTS
. TIlLE SHEET . ~
, , ,SITE PLAN" j
. . _ FOUNDATION PlAN AND DETAILS.
~ .cS-t I. .DRAWlNGS COVER SHEET . ~
l 1 I
~ . E-l. I .ANCHOR BOLT PLAN. J
.E-2. .ANCHOR BOLT DETAILS AND NOTES.
~ . E-3" l . RIGID FRAME ELAVATION ,'- ~
.E-4, . ,RIGID FRAIoAE ELEvATION '2.
.E-5. ,SIDEWALL FRAJ,lING.
t .E-6. I' , ,ENDWALl FRAuING. ~
. E-7 _ _ ROOF' FRAMING.
r . E-8. r . SIDEWALL SHEETING. ~
. E-9 . , . . . ENOWALL SHEETING.
L-10. . . , . . DETAIL DRAWINGS. .
I I I
I I I
I I I
I I I
I I I
I I I
I I I
I I 1
I I I
I I I
I I I
M6
j:il~IPa!K
~%'Il1~WI~~M
ff1.~~\O)~~~ rlE~
~:N1Ij;.
ARCHITECTURE
100~@
Mori1l'ii'1}{]
~~~!K
~\.1~IMl!,!)~
~M[))~ffilWlffillJI~U~,
~~IDJ~ffilMffiI
~~OOo~@~~
~;lJn) ~1~1S1
!P~QJJlIEC'iJ':
DUMPSTER
CANOPY
FOOTINGS
iFrQl~
ENGINEERED
COOLING
SYSTEMS
lQJIC~ IIIE~
~II
~[Q)~
W\f1E~u
(c~~IMiI~1
iQ)~OW~
(;:~IX1~~l.
OINl[QJ~~INI~
<l\~@~~
- OOrt'
h,
h.
a
&.
.&.
A
fh.
&.
041t: :::: '"'==E......5~~ :';;CC3
DRMJH 8't! =,L...~...~
CHECRtD IT; ~,A. s--,.-...;r1
~D8Y:-;-;,.......~~.
PFIOJtt1 I<<AI8[Jl: E':C..SQ':'PS~
5><(ET
-.,
T-1
~: s~::::
C COPYlllCH' ~
___~1llC.
w C t! n .~ ~ ~.~ W
0: ryJii W is B " ~ ~.~
;:) I\Iij a: " ~ " i
<<0J d .,,- [I) ffiClen ,,'
J- W ~II,.! ~ ~.. ..,...
~ 0 ~ <Q> Il'lJ 11= ~>-" d~ l'l" > 1 j I P ~
;g~ W @. ~~ .".,. y wz::iE dJ
~q<; !:: M!I ~.jj~ t M!I (/)Q..Z Z-W Mb!I 1\n,!I~
&llJg :I: ::iE dI WJ 9J Q..oi= _...J~ F~[!M ~~ ~ ~ ii i hi <( : II
~<:~~ 0 @Ii=~~ ~~~ ~ ih!J :EzO /Qc: "Oen ec0J IQk ~ 1Qb~ ~
@6 "'~w . -11i1:1ID;;1hJbn @~~~ @
~~@iI~ a: ~@~;Y ihIi(Q)'l"J .,.. (Qb :)c(o Q zO>- ~ I!@
~1i.I2l<e! a::t ,;""".~~~ ~2':~ U (Q1, CULL [lJS UJUlf) ~~Y[Q) u~ l1lj'
c
'"
~ i 11II I~"
-' ~f"o-
( II
~ i
~ oC i
5 ~ ~~
1~lii
D Ii
. .
tl
$)
I
/
/
/ ~-v
/
, 0::- I
/~"!0 I
/' 'V~~i
/
/
"'-...
(.)
z
o
....J
::J
Q)
~ ~
~n
~
~ !
~ ~ ~
~ ~ 3
/
I
'l"'"
~
Z tl
In
:3 11
a. Q
tl
W 0
t- O
ci
- \SJ
UJ 'l"'"
;- ~
"
1~~ 0
~: UJ
~:t~ Z
0
N
I
" 'l"'"
, I
10:::
10
IUJ
.z
10
IN
I
I
I
I I
i I ~ I
I I
;!, I
I
I
I ~ I
Ul
X
, I~
_:'-..~'"
o
w
z
o
N
~"
.~
o
.~"~~ A ..9&./I/MlO S
Htl~n '.51:11]
c'
(,
0 0 u
cO .', "
<0
('oj
"-
....
....
"-
....
"-
....
"-
"-
"-
"-
""
"-
"-
....
....
....
"\
....
....
....
....
'l"'" "'"
...!..
Cl
W
Z
0
N
CIIilJ -
'"= "..
..,
"= i
10
,
'"
.,
.,
a=I ,
I >It
I
I
I
I
.... I
"- I
1
.... I
I
.... I
.... I
..... I
"- I.
I ......
"- I
I 0:::
....
.... I Cl
I W
.... Z
I 0
.......... I N
'f."a, .... I
I
~. 1
~ I
<\.
\. I
I
~
Co
,
N
ir
PRE-ENGiNE::o=<ED
STEEL ST=<UC-:-URE.
"
I'
:1
O ~n' ,...,. 0' ,- -0' ,...,u-
---", :;J-'-J ,-J I-I -0 I
0;::: STE2L-
~ ~ ~
I .' ,__ __._
: ~ ---./- ------.--'"-
'[77~ . "'1" '" ~'O I'"
i.~-li~] II. I~ II
. - - ">--ff ,,,
i L ::iD" ~I'ia"::
;~.~__., _~'I L~. ',::-_
, ~i ~I ~ Jt ~ I~
I; I~ ,~r- ~I
~_.~L I' I II
. I '7~7----- ':"-- ::!: Znj'
V h . ~,---~l~~-~it
'-'l--~ =-'.: ::'--~:;_._~l
_~~; ;=_=.===::~-:=::::; .-::.--0
,I . / / ' II *m t== =tt::::.:::
CO I. L) II ",111", II I
. ~.~_.~__~ ","" , II
. . II! II
ri I~' "'I'"
, '/ / y \;J y
~~ I
\.,~- ~ . IJI
7, T-:"" Ji;'
,/ // I.., .~2
"LLJ. ~ -~
I. ~;l: Ilio:
',' , ,~._----:.;.
cr, I .,_ __ __ h . _ ., .
u,j I .- -.- - - - - - - 'r ----;..--...,---~--
,L... - I
'-'-
[pJ~~~ ~~~~[Q)[UJl~
I 11@-:::5O'-oO.JT-TO-OUT
I ,I 0::: ~T~~I
\ !I l' ~ --- :.
~r.6 I~"i'''_
'\11 ~- -~
" -
I I ,- - - - -
I i
I Ii I
I d
i :1
il
I
,I
I'
I I[
, I
:.I~1
I I
I I,
I Ii
i II
I I
I,
ii
I
I
I
I
I,m
~~~
'i
1
:::.3x2'-0" L-..ai'.G 3,~RS ..6.,T
i2 o.c. DO\-VEL...ED I,'JTO
::XISilNG ~OC'Tl,'JG,
MARK
FTC. SIZE
REINFORCING
[F CQ) (QY1T ~ lM @ ~(C [f=1] ~ [Q) UJJ [LJ~
REI.4ARKS
'-J
"l
'-'-
,.
.,
"'-'-0' " ,J.'-O' x i-oi'
5-::5 SACH WAY
~2
6-8 " 6-8:<. i-"'-"
8-:::5 EACH WAY
-;:,
.::1..0' x .::1.'-0' x i-.J..'
5-::::5 EACH VvAY
-3-d" MN DEPTi-C OR TO MATCH EXISTIiNG.
~5x2 -'J rowELS @ 11 :J.e, S:=~ 3/ Ai.
50~S-j-""i C;= FOOTINGS:
:2 -::5 ARS i:()
CONIII luaus ~
TOP A, 'D BOTTOM
:=OC7LNGS H.AVE S~EN DESIGNED :=O=< NET ALLOW.ABLE SEARING
D=<2SSURE OF :20'00' PS;:::. C)ROVIDE SERVICES OF SOILS TESTI,'JG
AG::o''JCY TO VE=<IFY ADEQU.ACY O'F BEARING SURFP-GE IN THE :=IELD.
,i
S' 6 6y-"-i
rl~.,,-1'
I ~'I/ .
i . ~ f
I
:2
S'<ISTING COLUMN r='QOTING, Ii" CON[jITIO'-J EXISTS
Ti-CAI' IS DIFrERENT THAN INDICATED. CONSUL-T \MTH
ARCHITECT BErO'RE PROCEEDING WII'H WO'RK.
MARK
SIZE
VERTiCAl REINFORCING
~
:20' DIAr---iE"iER
4 - ::5
EAVE STRUT
1/2" == T-O' fLJ'Ll
~,- 0' 6 i
1/2" == 1'-0"
::02
20'x32' SEE pl_A,N
6 - ::5
;:::ACE 0:= =::XISTING
BUll-DING.
o
I
\g
20'.6 CeNCRETE
E,NCASEl""iEI'J1'
AROUND COLUMN
WITH Ll-:::5 BARS
VERflCAL .AND i::;4
I'IES AT'6 OC.
PROVIDE 6-::5 BARS
VERTiCAL AT PIER
DESIGNATIONP2.
~
"
BACKFiLL A~D
PATCH P.AV~G TO'
MATCH EXISTING.
tl
,
01
4-'-'-" I
'J V '-/
1 SEE FOeTING SCHEDULE, PIEJ SCHEDULE
AND ;:::our'JDATION Plj,,'\.j ;:::0;:< FOOTING
AND PIER SIZE AND ;:<EINFORCEMENT
I I
WAll SECTION
1/2" = T-O"
o 6'
l'
:2
FOOTING SECTION
0' 6'
1
:2
'-J "f.;;
I I' \ ) .0.;1 I
IOll,[ :=
I, ,\, '~
l~r "' ----- ;1\6
~ C)!
T-~
. "!.;-- I
;r"'! b
~ -
~::.~::;;..
G
V
---'-~I ;~--~~~----
--, ;';1, I: I I
, - -~----
L---l lO::~ I
I . I L~J-.Ji
: : ~/r
:~ i ~ ::::
! II , I
I I II
I I I
I I ' I
: : I ,
I I ' I
I I II
I I , I
~ - JI L I i
I LtiJ ,I
I I
L -l r I I
I I
I
I I I
I r
11.1
:! jl
II"
I ~
1'-0: ! J'
I .1.. I
I 11,- I~=-~
1 II~I' ~~'-
I~
_ _.J L I' FACE OF EXISTING
-, . FOUNDAI'ION WAL-L.
i
I
r1J
0'1'2
I
10'
::AC~ C':= EXISTI'JG
r=O....::--;DATION \NALL.
r- -------""\
- --
DUMPSTE-R
10
l'
,
J
J
,
I
,
I
I
I
I
I
I
I
I I
14___J---
DUMPSTER
L
...
i'-d
DUMPSTER
Q
DUMPSTE';<
DUMPSTER
::.~:::<:::
tl
,
-~
~
29-8
19'-8"
PIER DETAIL
L~___~..J
FOUNDATION PLAN
R
__-.J
I
1/8' = 1-0'
1/2' = T -0" i1...rU
,--'
o 6"
2
.J
W
W
I-
ill
\.L
Q
\-
:)
8
1
\-
:)
()
o
I
o
rt)
REt.lARKS
i:l4- liES AT 16 0.0.
i:l4 TIES AT 16" 0.C.
.'
L.
~
~$,IFlIX
~W~IM~O~~
&,~~(QJIt':~D. 'ii'~~
~WJ!::.
ARCHITECTURE
iOO1@
IN1I1J [frITTn1
IPffiI~~
~~~INIU;J]~
~1M@~~lNJ&'IP[Q)I!.]~,
~IMIDJ~INI~
~~oo..~~~@
(:llf7) ~~3l~l$
[filiRlOJ~lCi:
DUMPSTER
CANOPY
FOOTINGS
fF\Ql~
ENGINEERED
COOLING
SYSTEMS
IO(CtJ,\i~[j)
11\\11
:?2(Q)~
WlEiGi
(;~~~~I!..
[j)1Rl~~~
q;~[PJ~jJ~l,
UU\D[Ql~~lNIL~
~ti:D(Q)3~
_ 1Io\1t:
&.
&.
Lh
Ao.
.&
&.
l2l.
A
CbllTE: .:; :::;;-:::::~:;=<- :;;c;:::;
0ItAWH 8'1":- :J. :...... ~;::woo::-::
CHCCJ[EO 9'Y: ....., A ~..".
APPIIOv€tJ ~ ...." A ~r"",~
~r:r NlJII8Vl: a;s::>-e;"
go[[l
NIAfllU:
A-2
01': -VVJ
o CQP'tfIICHI 200J
_ -..sOlI ASSo:lOAItS. 1M:.
~
I'"
I
l'--
ri
~..,.
1'4
,
;-
---0
.J~
I
20
BUILDING SPECIFICATIONS
The manufacturer is not responsible for the concrete foundation design.
The structure under this contrQct has been designed and detailed for
the loads and conditions stipulated in the contract and shown on these
drawings. Any alterations to the structural system or removal of any
component parts, or the addition of other construction materials or loads
must be done under the advice and direction of a registered architect, civil
or structural engineer. The manufacturer will assume no respqnsibility for
any loads not indicated.
This manufactured building is designed with the manufacturer's standard design
practices which are based on pertinent procedures and recommendations
of the following organizations and codes :
-American Institute of Steel Construction "Specification for the design
fabrication and erection of structural steel for buildings" 9th edition.
-American Iron and Steel Institute "Specification for the design of cold
formed steel structural members" 1996 edition.
-American Welding Society "Structural Welding Code" AWS D 1.1 -98 Chapter
2 relating to prequalified complete joint penetration groove welds and chapter
8 part B relation to allowable stresses.
-Metal Building Manufacturers Association "Specification for the design
fabrication and erection of the structural system" most current edition.
Material properties of steel plate and sheet used In fabrication of
primary rigid frames and all primary structural framing members (other thon
cold-formed sections) conform to ASTM A-529 or A-570 or A-572 all with a
minimum yield point of 60 KSI.
Material properties of cold formed light gage steel members conform to the
requirements of ASTM A-570, with a minimum yield point of 60 KSI.
High strength bolts and their installation shall conform to ASTM specification
A-325 and are designed as bearing type connections with threads included in
the shear plane. Tightening of these bolts is recommended by the
Turn-of-the-nut method, per "AISC Specification for Structural Joints."
All primary structural members except bolts and fasteners shall receive one
coat of Iron Oxide inhibitive primer.
Shop and field inspections and associated fees are the responsibility of the
contractor, unless stipulated otherwise.
CONTRACTOR RESPONSIBILITIES
The contractor must secure all required approvals and permits from the
appropriate agency as required.
Approval of the manufacturer's drawings and calculations indicate that
the manufacturer has correctly interpreted and applied the requirements
of the contrad drawings and specifications. (Sec. 4.2.1 AISC Code of
Standard Practice, 9th edition.) \
Where discrepancies exist between the manufacturer's structural steel plans
and the plans for other trades, the structural steel plans shall govern.
(Sec. 3.3 AISC Code of Standard Practice, 9th edition.)
Design considerations of any materials in the structure which are not
furnished by the manufacturer, are the responsibility of the contractor and
engineers other than the manufacturer's engineering, unless specifically indicated.
The contractor is responsible for all erection of steel and associated work
in compliance with the manufacturer's "For Construction" drawings.
Temporary supports, such as guys, braces, flashwork or other elements
required for the erection will be determined and furnished and installed by
the erector. (Sec. 7.9.1 AISC Code of Standard Practice, 9th edition.)
It is the contractors responsibility to apply or observe all pertinent safety
rules and regulations, as per OSHA standards as applicable.
The Contractor IS responsible for the verification of all shipments received.
Any "external" damage or shortages must he noted on all copies of the bill
of lading and one copy is to be retained for your records. Failure to do so
will make it impossible for the factory to honor any claim. NO EXCEPTIONS!!!
STRUCTURAL STEEL
DESIGN LOADING
This structure is designed utilizing the toads indicated and applied by the
IBC 2000
It is the contractor's responsibility to confirm that these loads
comply with the requirements of the local building department.
Specific loads (See structural calculations and foundation reactions.)
20 PSF live Load
LL Reduction Allowed )( Yes 0 No
20 PSF Ground Snow Load
1.2 Thermo! Factor (Ct)
1.0 Snow Exposure Factor (Ce)
90 MPH Wind Load Exposure C (If applicable)
2.2 PSF Dead Load (Metal Bldg. Weight ~ Purlins, Panels, Etc.)
o PSF Collateral Load
1 Use Category ( Iw= 1 Is= 1 Ie= 1 )
SEISMIC DATA
1) Mapped Spectral Acceleration for Short Period, Ss 0.18
2)
3)
4)
5)
6)
Site Coefficient, Fa
1.6
I
8
Seismic Use Group = Group
Seismic Design Category =
Soil Closs - 0
Basic Structural System and Seismic Resisting System
Ordinarv Moment Frame of Steel
7) Frames: R = 4.0 , Cd = 3.5
8) Cables: R = 5.0 , Cd = 4.5
9) Analysis Procedure = Equivalent Lateral Force
DSN:MQZ
DET:
REV: DLS
REVISIONS
NO. DATE
1 11/24/03
OWN: DLS
CHK:
Engineering Seal
This certification covers
parts manufactured and
delivered by the
manufacturer only, and
excludes parts such as
doars,windaws, foundation
design and erection of
the building.
,\\\\\;.qUUlllfl/
:\,\, ! " '11'
~.., ~ 0\/,-,0 :.. 'I.".,
~" ~v ......... </. .~
.$'''' ~~"";"'\~if~.'.......!/. ~
,:::: ....... .' a1.;..'" .;:;. .:--, ~
~ .~... v. ~ ....r
~ No. 1C2012~ ~
~ <1- .... sn.T&: Of .:" ~
~ ..., ". ." &;~
%;QA....f.~~!~:~~....~
~//lS$IOut \\~,>$'
1I/If'UIll\\l\\\\\
NO\! 2:::
PROFESSIONAL ENGINEER
SCALE:
NOT TO SCALE
DRAWING INDEX
CS-1
CS-2
E1
E2
E3
E4
E5
E6
E7
E8
E9
E10
Drawings Cover Sheet
Fastener Schedule
Anchor Bolt Plan
Anchor Bolt Details & Notes
Rigid Frame Elevation # 1
Rigid Frame Elevation #2
Sidewall Framing
Endwall Framing
Roof Framing
Sidewall Sheeting
Endwall Sheeting
Detail Drawings
These Drawings are for :
o Construction
o Not for Construction
)it Permit Only
o Approval :0:
D Other
'" Approval orders must be released
for fabrication within thirty (30)
calendar days after the submittal
drawings are issued or they will be
subject to any current price increases.
Special attention should be given in
approving dimensions and/or details.
Please verify requested dimensions by
indicating 'OK'.
DRAWINGS COVER SHEET
CUSTOMER :
ENGINEERED COOLING SYSTEMS,
CARMEL, IN
HAMILTON COUNTY
INC.
STRUCTURAL STEEL
1739 EAST CARSON STREET
PITTSBURGH, PA
DATE:
10/29/03
JOB NO:
5424
SHT. NO:
CS-1
BASE NOTCH DETAIL
REQUIRED WHEN BASE TRIM
IS NOT ORDERED.
BASE FOUNDATION NOTCH
WILL REQUIRE THE PERIMETER
OF THE FOUNDATION TO BE
1 1/2" WIDER THAN SHOWN.
(SEE DETAIL TO THE RIGHT.)
50' -0" au T - TO-OUT OF STEEL
2
3 Low Eave
20'-0"
30'-0"
4"
19'~8"
29'-8"
4"
'"..:t
I
-
~
CD
610101
Q.1.Q IQl
A C
~6lO
IQI QlQ
CB
610
QlQ
A
...J
W
W
I-
/j')
lL.
0 ---
c:
I- 0
::J '(ij
0 c: .
[ vv
~ .~ - I
0 r-,
I t"l
I- ,~
::J .J:::
0 I-
"0
0 "'5
I :I:
0 '-'
t"l
@
A 8 A
~ ~ 8:m
00
<( @
7/////
4" 4"
20'-0"
30'-0"
2
1 ..
1 ~"L ~~S~~~~F;
2 :~' .}';~:'r::.
. ~.._f.:. .~... " . :
ANCHOR BOLT PLAN
NOTE: All Base Plates @ 1 DO' -0" (U.N.)
- . . ~ :.: ..'"
STRUCTURAL STEEL
City: PITTSBURGH
Designer: MOZ
Detaller:
Checker:
SECTION AT SHEETING NOTCH
(TYPICAL EXCEPT AT FRAMED OPENINGS)
State:PA
Date: 11/24/03
Date:
Date:
ANCHOR BOLT PLAN
o Dia= 3/4"
ENGINEERED COOUNG SYSTEMS, INC. i
CIty: CARMEL State:IN I
Drafter: DLS Date: 11/24/03
Office: Job No.:
Office: 5424
Sht. El of 10
Dia=
3/4"
:s:
w
8"
{
T
010 - 4"
o I 0 - 4"
-L _
W 8"
2" 2"
~
DETAIL A
Dia=
3/4"
3W
8"
I I
{~T-
:1 0 I 0 - 4"
- 0 I 0 -
4"
_-L__
W
2" 2"
See Plan
I
DETAIL B
Dia= 3/4"
-T-
Is" 8"
I I I
'ro[: I~ 0 l'.
I I 0 1-
10"
_...L_
~
t or FRAME
DETAIL C
sw
8"
SW
NOTES FOR REACTIONS
Building reactions ere based on
the following building data:
Width (rt)
Length (ft)
Eave Height (ft)
Roof Slope (rise/I:? )
Dead Load (psI )
Collateral Load (flsf )
Live Load (p.st )
Snow load (pst )
Wind Speed lmph )
'Mnd Code
Exp osu re
Closed/Open
Importance - Wind
Importonce - Seismic
Seismic Coeff (Fa.Ss)
= 30.0
50.0
= 11.0/13.0
= 0.8
= 2.2
t:;; 0.0
= 20.0
= 20.0
= 90.0
= IBC
= C
= P
= 1.00
= 1.00
= 0.29
00
Id Description
1 DL+CO+LL
2 0.60DL+'M..2
3 0.60DL+YiR2
4 0.60DL+LnWndL
GENERAL NOTES
1. FOUNDATlON DESIGN AND CONSTRUCTlON ARE
NOT THE RESPONSIBIUTY OF THE BUILDING
MANUFAClURER.
2. THE BUILDING REACTlON DATA, REPORTS TI-iE
LOADS WHICH THIS BUILDING PLACES ON THE
FOUNDATION.
3. COLUMN BASE PLATES ARE DESIGNED NOT TO
EXCEED A BEARING PRESSURE OF 1050
POUNDS PER SQUARE INCH.
4. ALL ANCHOR BOLTS SHALL BE ASTIIl A307 OR
EQUAL IN ORDER TO CONFORM TO THE BUILDING
MANUFAClURER. DESIGN ASSUMPTIONS BASED
ON THE ALLOWABLE S1RESSES GIVEN IN THE
AISC MANUAL OF STEEL CONSTRUCTION.
5. ANCHOR BOLTS TO BE SUPPUEO 8'1' OTHERS,
ANCHOR BOLT EMBEDMENT LENGTH IN CONCRETE
TO BE DESIGNED BY OTHERS.
6. ANCHOR BOLT PROJECTION ABOVE CONCRETE
FINISHED SURFACE TO BE 3" UNLESS OTHERI'I1SE
MOTED BY FOUNDATION DESIGNER.
7. ANCHOR BOLTS SHALL BE ACCURATELY SET TO
A TOLERANCE OF +/- l/e" IN ELEVATION
AND LOCATION.
8. IF THIS PROJECT HAS BYPASS GIRTS, IT WILL
REQUIRE THE SIDEWALL COLUMN BASES TO BE
SET BACK FROM SIDEWALL STEEL UNE BY THE
DEPTH OF THE GIRT SYSTEM (8" or 10"1.
THIS MAY REQUIRE THE SIDEWALL FOOTlNGS
TO INCREASE IN DEPTH.
9. MINOR FIELD WORK OF STRUCTURAL. SECONDARY
AND PANEL/TRIM ITEMS MAY BE NECESSARY TO
ENSURE PRbPER FlT. SUCH WORK IS CONSIDERED
A NORMAL PART OF METAL BUILDING ERECTlON.
WE WILL NOT HONOR BACKCI-IARGES FOR MINOR
FIELD WORK.
WIND BENT REACTIONS
nH
::I: Reactions
Wind(k ) Seismic(k )
Horz Vert Horz Vert
---WolI-- Col
Lee Line Line
0.50
0.50
0.53 0.10
0.53 0.10
B_SW 8 :2
B_SW 8 1
.V tv
0.11
0.11
2 0.750
2 0.750
Anc.J3olt Bose..,.Plole(ln)
No Oio Width Length Thick
0.50
0.50
8.00
8.00
B.OO
8.00
T
H
Iv
RIGID FRAME: ANCHOR BOLTS & BASE PLATES
Frm Col Anc. Bolt Base Plale (in) Grout
Line Line NoD(in) Wid Len . Thk (in)
1. B
1. A
4- 0.750 8.000 13.00 0.500 0.0
4 0.750 8.000 13.00 0.500 0.0
1. Frome lines:
3
RIGID FRAME:
ANCHOR BOLTS &; BASE PLATES
Frm Col Anc. Belt
Line line NoD(in)
Base Plole (in) Grout
Wid Len 'Ink (In)
:2
2
B
A
4- 0.750 8.000 13.00 0.500 0,0
4- 0.750 8.000 13.00 0.500 0.0
RIGID FRAME: BASIC COLUMN REACTIONS (k )
Frame Column ----Dead---- -Colloteral- ----Uve---- --W1ndJ.l---
Line Line Hodz Vert Horiz Vert Heriz Vert Hedz Vert
:2 8 0.39 1.38 0.00 0.00 3.56 10.12 -3.31 -9.46
2 A -0.39 1.44 0.00 0.00 -3.53 16.57 -0.75 -7.95
1. B 0.21 0.83 0.00 0.00 1.42 4.53 -1.66 -4.60
1. A -0.21 0.87 0.00 0.00 -1.42 4.59 -0.31 -J.87
Frome Column
Line Line
:2 8
:2 A
1. B
1. A
--WindJl2---
Horiz Vert
0.5:5 0.17
4.04 -2..1:5
0.34 0.08
1.89 -1.04
-Seismic-Y--
Hor;z Vert
0.13 0.10
0.13 -0.10
0.07 0.05
0.05 -0.05
--LnWindJ.--
Horiz Vert
-0.89 -12.89
1.44 -13.96
-0.37 -6.27
0.64 -7.09
-SeismlcJ.--
Horiz Vert
-0.1.3 -0.10
-0.13 0.10
-0.07 -0.05
-0.05 0.05
1. Frame lines: 1 3
BRACING REACTIONS, PANEL SHEAR
:I: Reactions (k )
---Wall-- Cal --Wind----Selsmlc-
Lee Line Line Horz Vert Horz Veri
Panel
Shear
(Ib/tt)
LJ:W 1
F SW A
R:EW 3
B_SW B
Rigid Frame At Endwall
1,2 1.1 0.6 0.3 0.2
Rigid Frame At Endwall
Wind Bent In Wall
STRUCTURAL STEEL
City: PlTTSBURGH
Designer: MOZ
Oetoller:
Checker:
I Stote:PA
Date: 11/24/03
Date:
Date:
~ rOLUMN LINE
H
fv
FRAME LINE
--Wind-Yl--- --W1nd~2---
I-Ior;z Vert Hariz Vert
0.64 -7.56 -4.01 -1.68
3.93 -9.86 -0.03 -0.28
0.43 -3.68 -2.04 -0.82
1.80 -4.79 0.08 -0.14
--LnWindJl--
Horiz Vert
-0.89 -12.89
1.44 -13.96
-0.37 ~6.27
0.64 -7.09
ENGINEERED COOUNG SYSTEMS, INC.
City: CARMEL I State:IN
Drafter. DLS Date: 11/2'4/03
Office: Job No.:
Office: 5424
ANCHOR BOLT DETAILS & NOTES
Sh1. E2 of to
::E SOL TS
e Top Of Plate
Qnt T Dia Len
1 4 A325 0.625 2,00
2 4 A.325 0.625 2.00
Bottom Of Plate
Qnt T Die Len
4 A325 0.625 2.00
4 A325 0.625 2.00
MEMBER SIZE TABLE (in)
OUTSIDE FLANGE
W x T x LEN
5 x 1/4" x 10'-1 .3/4"
5 x 1/4" x 1'-8 1/4"
5 x 1/4" x Z6'~Z 3/16"
INSIDE FLANGE
W x T x LEN
5 x 1/4" x 8'-10 3/4"
5 x 1/4" x 25'-1 15/16"
.5 x 1/4" x 10'-3 3/4"
WEB DEPTH
START END
12.0/12.0
12.0/15.1
15.1/16.0
1 6.0!1 2.0
PIECE
RF1~1
WEB PLATE
THICK LENGTH
0.1.35 10'-2 9/16"
20'~O"
6'-3"
1Z'-0 11/16"
RF1-Z
0.160
0.160
0.135
5 x 1/4" x 2'-0 5/16"
5 x 1 4" x 12'-0 11 16"
.ANGE BRACES: 80th Sides(U.N.) .
"BxxB( 1): xx=length(in), (1 )=one side
3 - L2X2X1/B
NERAL NOTES:
OR FIELD WORK OF STRUCTURAL, SECONDARY
) PANEL/TRIM ITEMS MAYBE NECESSARY TO
;URE PROPER FIT. SUCH WORK IS CONSIDERED
IORMAL PART OF METAL BUILDING ERECllON.
WILL NOT HONOR BACKCHARGES FOR MINOR
.D WORK.
413/16"
12
'0
I
~
....
RF1-3
30' 5~'
,~
1
" O'~
3"
~
26 Ga. PBR, Galvalume/Plain
9 SP@ 3' 2 3/4"
- - - ...,...-
~B2475B(1) --S------ S------r---- S V
-~\ V
F823S(1 ) ....- S
- S
V S S
-r S
N
I~ I
RF1 2 a..
(/)
I
I I
I a..
U'l
'"
I
~ ~
~ lL.
a::
~ +
I I I"?
~ ~ ...... I"- 0::
+ I -<(
0:: W
1"-0:: o....J
No<( ....0
IW
.....J
010
I
I ",
I
I
I
I L..-
'0
I
i.r;
....
8"
26~-3"
CLEAR +/-
a"
30' -0" OUT - TO-OUT OF STEEL
B
A
RIGID FRAME ELEVA TION
STRUCTURAL STEEL
City: PITTS8URGH
Designer: MOZ
Detailer:
Chacker:
ENGINEERED COOLING SYSTEMS, tNC.
City: CARMEL State:IN
Drafter: DLS Date: 11/24/03
Office: Job No.:
Office: 5424
FOR FRAME LINE 2
State:PA
Dote: 11/24/03
Date:
Date:
RIGID FRAME ELEVATION #1
Sht. E3 of 10
~E BOLTS
e Top Of Plate
Qnt T Dia Len
1 4 A325 0.625 2.00
2 4 A325 0.625 2.00
Bottom Of PI ate
Qnt T Die Len
4 A325 0,625 2.00
4 A325 0.625 2.00
MEMBER
WEB PLA TE
THICK LENGTH
0.135 10'-2 9/16"
0.135 20'-0.
0.135 6'-7"
0.135 12'-0 11/16"
SIZE TABLE (in)
OUTSIDE FLANGE
W x T x LEN
5 x 1/4" x 10'-1 3/4"
5 x 1/4" x 1'-8 1/4"
5 x 1/4" x 25'-6 3/16"
5 x 1/4" x 1'-8 1/4"
5 x 1 4" x 12'-0 11 16"
INSIDE FLANGE
W x T x LEN
5 x 1/4" x 8'-10 3/4"
5 x 1/4" x 26'-6 3/16"
5 x 1/4" x 10'-7 15/16"
WEB DEPTH
START END
12.0/12.0
12.0/12.0
12.0;12.0
12.0/12.0
PIECE
RF2-1
RF2-2
ANGE BRACES: Both Sides(U.N.)
'8xxB( 1): xx=1 ength( in), (1 )=one side
l - L2X2Xl/8
\JERAL NOlES:
)R FIELD WORK OF STRUCTURAL, SECONDARY
PANEL/TRIM ITEMS MAY BE NECESSARY TO
JRE PROPER FIT. SUCH WORK IS CONSIDERED
:)RMAL PART OF METAL BUILDING ERECTION.
\IVlLL NOT HONOR BACKCHARGES FOR MINOR
) WORK.
413/16"
12
'"0
I
RF2-3
30'-5"
..-1-1-
1
1'-0"
3"
--n-' G P8R Gaiva\ume/Plain
26 a. ,
9 SP@ 3'-2 3/4"
--s-r
FB22. 758(1) -s------s------Ji---- VI
'0 V
.- ~ S
FB22.75B(1) S S
V S I
.,.-- S I
N
, I I
a.
~ RF2 2 Vl I
[
....
I
a.
lfl
t')
. I
CD I N
~ I.L.
" Il::
I ~ .-
N ~ 00::
u.. + 1L5
0:: "rt: ~d
('.1<(
IW
....J
(]lU
I
I I
I 1
I I
I I
I I
I I
I I
.
o
I
r.-,
....
8"
8"
26'-7"
CLEAR + -
30'-0" OUT- TO-OUT OF STEEL
B
RIGID FRAME ELEVA liON
FOR FRAME LINE 1 3
A
STRUCTURAL STEEL
City: PITTSBURGH
Designer: MOZ
ENGINEERED COOUNG SYSTEMS, INC.
City: CARMEL Slate: IN
Drafter: DLS Date: 11/24/03
Office: Job No.:
Office: 5424
State:PA
Dote: 11/24/03
Detailer:
Checker:
Date:
Dole:
RIGID FRAME ELEVATION #2
Shl. E4 of 10
I
RF2-3
I
RF2-1
GENERAL NOTES:
MINOR FIELD WORK OF STRUCTURAL, SECONDARY
AND PANEL/TRIM ITEMS MAY BE NECESSARY TO
ENSURE PROPER FIT. SUCH WORK IS CONSIDERED
A NORMAL PART OF METAL BUILDING ERECTION.
WE WILL NOT HONOR BACK CHARGES FOR MINOR
FIELD WORK.
20'-0"
30'-0"
[-1
E-2
OPEN TO EXISTING BUILDING
~s
'1
I--------------------------I
RFl-3 RF2-3
SIDEWALL FRAMING: FRAME LINE A
.30' _on
20'-0"
E-3
E 4
WF-2
OPEN TO REMAIN OPEN
I
u...
3:
..-
I
~
IH
RF1-1
HI
RF2-1
SIDEWALL FRAMING: FRAME LINE B
o
I
;..,
"0
I
-
-
STRUCTURAL STEEL
City: PITTSBURGH
Designer: MQZ
Detaller:
Checker:
BOLT TABLE: FRAME LINE A & B
LOCATION QUAN TYPE DIA
WF-l .- WF-2 8 A325 5 8
MEMBER TABLE
FRAME LINE A & B
MARK PART
WF-l W8531
WF - 2 W8531
E-1 10x30E15
[-2 10x30E15
E - 3 lOx30E12
E - 4 10x30E15
C8-1 0.25 C8L
LEN
2
LENGTH
10 -0
16'-11 3/8"
19'-11 1/4"
29'-111/4"
29'-11 1/4"
19'-11 1/4"
20' -10"
Stote:PA
Date: 11/24/03
Date:
Dafe:
ENGINEERED COOLING SYSTEMS, INC.
City: CARMEL Stote:IN
Draftar: DLS Date: 11/24/03
Offica: Job No.:
Office: 5424
SIDEWALL FRAMING
Sht. E5 of 1 0
GENERAL NOTES:
MINOR FIELD WORK OF STRUCTURAL, SECONDARY
AND PANEL/TRIM ITEMS MAY BE NECESSARY TO
ENSURE PROPER FIT. SUCH WORK IS CONSIDERED
A NORMAL PART OF METAL BUILDING ERECTION.
WE WILL NOT HONOR BACKCHARGES FOR MINOR
FIELD WORK.
413/16"
12
~
o
I
L-..-
.--
o
I
t'l
..-
'---
@
30'-0" OUT-TO-OUT OF STEEL
RA~
_ _ - --.c~-- r--J _ - J'-= - r--J - =4fr-Q(.
r---r ]"'~-====-==~- --==t=i I
f)~-=iir - = = -- = = = = \ = = = = = = = = = = = = = - .- I II I
I Irt====-- ~ II I
I II II I
I II II I
: :: OPEN TO REMAIN OPEN :: :
I II II I
I II II I
I II II I
~ III
_________________________ l~1
ENDWALL FRAMING: FRAME LINE 1
0)
30'-0" OUT-TO-OUT OF STEEL
RA\
rr--=-L-- . --- @ ,,,-_~
f1f'--=1it= - - = = J., = = r J__ L 1- - - - _ _ _
: :~f==========J-- ~ _ = L===L==-r9F-~
I :1 .J --=========t~rl
I I: II II I
t II II II I
I II" II II I
I II OPEN TO REMAIN OPEN II II I
I II II II I
I II II II I
I II I
I II II II II I
LLL__________________________Lu
ENDWALL FRAMING: FRAME LINE 3
A
B
-
o
I
I"'l
..-
-
13/16" h
12
-
'0
I
-
..-
..-
-
STRUCTURAL STEEL
City: PITTSBURGH
Designer: MQZ
Detalie r:
Checker:
I State:PA
Date: 11/24/03
Date:
Date:
ENDWALL FRAMING
ENGINEERED COOLING SYSTEMS, INC.
City: CARMEL I State:IN
Drafter: DLS Dcite: 11/24/03
Office: Jab No.:
~fl~: 5424
Sht. E6 of 10
20'-0"
P 1 (Typ)
-c(
a::
N
w
o
. <(
ow...
,I .~
OVl
I"")
w...
o
o
CI::
PURLlN
LAP
::NERAL NOTES:
~OR FIELD WORK OF STRUCTURAL, SECONDARY
o PANEL/TRIM ITEMS MAY BE NECESSARY TO
SURE PROPER FIT. SUCH WORK IS CONSIDERED
NORMAL PART OF METAL BUILDING ERECTION.
WILL NOT HONOR BACKCHARGES FOR MINOR
"LD WORK.
50'-0" OUT-TO-OUT OF STEEL
2
E-4
RF1-1
[-1
2'-0"
~
ROOF FRAMING PLAN
30'-0"
[-3
RF2-1
P-2 (Typ)
E-2
STRUCTURAL STEEL
City: PITTSBURGH
Designer: MQZ
Detoiler:
Checker:
MEMBER
MARK
P-1
P-2
E-1
[-2
[-3
E-4
CB-2
CB-3
.
li1
.1 r-.
o~
n
Sta1e:PA
Dote: 11/24/03
Dote:
Date:
ROOF FRAMING
TABLE
PART
10P25Z13
10P25Z13
10x30E15
10x30E15
lOx30E12
10x30E15
O.25_CBL
0.25 eBL
LENGTH
21-1112
31' -11 1/2"
19'-11 1/4"
29'-11 1/4"
29'~11 1/4"
19'-11 1/4"
22'-8"
21'-4"
ROOF
SHEETING
PANELS: 26 Ga. P8R
GalvalumejPlain
ENGINEERED COOUNG SYSTEMS, INC.
City: CARMEL State: IN
Drafter: DLS Date: 11/24/03
Office: Job No.:
Offlce: 5424
Sht. E7 of 10
,---------------------------------------------1
I I
I I
I I
I I
I I
I OPEN TO EXISTING BUILDING I
I I
I I
I I
I I
1 I
L_____________________________________________~
SIDEWALL SHEETING & TRIM: FRAME LINE A
TR064
~
r--------------------------------d------------i
I I
I I
I I
I I
I OPEN TO REMAIN OPEN I
I I
I I
I I
I I
L_____________________________________________~
SIDEWALL SHEETING & TRIM: FRAME LINE B
ENERAL NOTES:
NOR FIELD WORK OF STRUCTURAL, SECONDARY
m PANEL/TRIM ITEMS MAY BE NECESSARY TO
lSURE PROPER FIT. SUCH WORK IS CONSIDERED
NORMAL PART OF METAL BUILDING ERECTION.
~ WilL NOT HONOR BACKCHARGES FOR MINOR
:OLD WORK.
STRUCTURAL STEEL
City: PITTSBURGH
Designer: MOZ
Detailer:
Checker:
I Stale:PA
Dote: 11/24/03
Date:
Date:
SIDEWALL SHEETING
ENGINEERED COOUNG SYSTEMS, INC.
City: CARMEL T Sfofe:IN
Drafter: DLS Date: 11/24/03
Office: Job No.:
Offk~ 5424
Shl. E8 of 10
~
TR080 AT 1X J
r ->- ---,
------ --- I
--.---
I --- I
I I
I I
I I
I I
I OPEN TO REMAIN OPEN I
I I
I I
I [
I I
I I
L_____________________________~
ENDWALL SHEETING & TRIM: FRAME LINE 1
<0'
l"l
TR 080 AT I
l 1X E
...
I 1
I --- ---
I ---~ --- I
I I
I I
I I
I , I
I OPEN TO REMAIN OPEN I
I I
I I
I I
I I
I I
L_____________________________~
ENDWALL SHEETING & TRIM: FRAME LINE 3
STRUCTURAL STEEL ENGINEERED COOUNG SYSTEMS, INC.
EN ER AL NOTES: CIty: PITTSBURGH I Slate:PA CIty: CARMEL I State: IN
NOR FIELD WORK OF STRUCTURAL, SECONDARY Designer: t.tQZ Date: 1 ! /24/03 Drafter: DLS Dote: 11 /24/03
~D PANEL/TRIM ITEMS MAY BE NECESSARY TO Detoiler: Date: Office: Job No.:
~SURE PROPER FIT. SUCH WORK IS CONSIDERED
NORMAL PART OF METAL BUILDING ERECTION. Checker: Date: Office: 5424
:: WILL NOT HONOR BACKCHARGES FOR MINOR ENDWALL SHEETING Sht. E9 of 10
ELD WORK.
1'-'01/2"
ro-I 01 /,;;CLl53 I
I V (IF REQ'D.)
I I
10 01
~
I
I
1/2'~ . 1 1/4"
AJ07 SOL 1:;
(1"lP.)(U.N.)
A RIGID FRAME ENDWALL RAFTER (OPEN WALL)
2'-0 1/2"
J8S
EAVE STRU
(TYP.)
~I
RIGID FRAM
COLUMN
(Z) I/Z'It X 1 3/4
A3Z5 SOLTS
@ EAVE STRUT TO RIGID FRAME
SEE R1]IlF PLAN
SEE RllllF PLAN I
Z' \/1 8' PURLlH
4' \II 10' PURLIH
I
IGID FRAKE
COLUMN \,IEB
SEE DRA...ING
FOR BIlL T SIZE
AND TYPE
...,-1
~ ~lND BENT & RAFTER CONNECTIONS
CABLE
STRAND GRIP j
CL2:44
(IF REQ'D.)
HILLSIDE
\.lASHER
FLAT
IJASHER
l/Z"It" I 1/4'
A307 BOLTS
I (TYp.> (Ij.H.)
o
o
NUT
~ FLANGE BRACE AT PURL IN LAP
SLOT IN 'JEB TO INSERT
HILLSIDE IJASHER
AND EYEBOLT
J2:S
EAVE STRU
(TYP.l
~I
SEE FRAME CRllS
SECTlDH FOR SOL T
SIZE AND QUANTITY
RIGID FRAKE
COLUMN
02) EAVE STRUT TO RIGID FRAME
TRIM. TR053 w/e' E.S,
111.064 w/IC' E.S.
IIIZ X 1 1/4'
S.D.S.
(1'-6' ilC.>
~
EAVE STRUT TO RIGID FRAME
~ DIAGONAL CABLE BRACE CONNECTION ~ EAVE TRIM SECTION
~
EAVE STRUT TO RIGID FRAME
ENIl\lAU:
RAf'T~
(TriM_36) RAKE TRIM SECTION
STRUCTURAL STEEL
City: PITTSBURGH
Designer: ~QZ
Datoller:
Checker:
State: P A
Data: 11/24/03
Date:
Date:
ENGINEERED COOUNG SYSTE~S, INC.
Clty:CARL4EL State: IN
Drofter: DLS Dote: 11/24/03
Office: Jab No.:
omc~ 5424
Sht. E10 of 10
DETAIL DRAWINGS