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_8 U I L QlbLQ_s P E.kLELC A ILO N S
ALL REQUI[~ED PERMITS WILL BE PAiD FOR MJD Ol3TAINED BY THE GENERAL CONTRACTOR,
CONSTRUCTION SHALl. MEET l.OCAL BUIl.DING CODES, CQ,'-.JFLlCTS 8ETWED~ A,Ul'HORITATIVE
CODtS and THESE SPECIFICATIONS SHALL BE RESOLVED WITH THE PROJECT MANAGER
PRIOR TO CONSTRUCTION,
QUESTIONS CONCERNING SUBSTITUTIONS OR ANY OTHER ASPECT OF THESE SPECifiCATIONS
SHOUW BE DIRECTED TO THE POJECT ENGINEER.
FIXTUr~ES DESCr~IBED WITH BRAND NA~IES OR MODEL l'.JUM8E:RS MAY l3E SUBSTITUTED
WITH AN EQUIVAI_ENT QUALITY fiXTURE WITH PRO,JEeT rvIANAGER'S />,PPROVAL,
A) J2lWJLNG~~CRlEJIO.tL - TWO STORY BUILDlt~G, FIRST FLOOR CONCRETE MASONRY, SECOND FLOOR rRAMED,
EXTERiOR DIMENSIONS 30' -0" X 17' -. 4" WITH AN 8' -O":t :~.JTERIOR HEIGHT, EACH FLOOR
ROOF PiTCH 4: 1 7-
B) COQES_ - THE BUILDING SHI\LL Cm.JFORM TO APPLICABLE SECTIONS OF
FLORlt)A UNIFIED 13UIU)ING CODE:, 2001,
C) SITEWOI~K - THE WORI< OF CLEARING and GRUBBiNG Ol=- THE SITE
WIl.L BE DONE BY (JWNEf~.
1, INITIAL FILL AND Cm~PI\CTION BELOW FOU~.JDMiON dnd BACKFILL and
COMPACTION BELOW FLOOR SLAB IS RESPOt'-JSIBILiTY OF CON1Rfl.,CTOR.
2, ALL REQU1F~ED FiLL SHI\U. BE CI_EAN MATERIAL, FREE FROM ORGM~IC
OR OTHER DELETERIOUS MATTER ohd SHALL BE CO~v1PACTED TO
95% OF MODIFltD PI~OCTOR,
I)) ~QN.c.f:iaE. - ALL CONCR'ETE IN ACCORDANCE WITH ACI 318, LATEST EDITION,
1, ALL CONCRETE SHALL 13E 3,000 PSI, @ 28 DAYS,
2, A MINIMUM OF 2 SPECIMf~NS SHALL l3E TAI<EN FOR EACH
100 CU, YOS, OR PORTION THEREOF, SPECIMEt'-IS SHALL BE
TESTED ACCORDING TO AST.M. C-39,
3, TI-E BUILDING Fl.OOI~ S;LAB SHALL HAVE A W.POR BARRIER
AND SHALl. BE WET --CURto FOR A MINIMUM OF SEVE~.J DAYS
PRIOR TO FURTHER CONSTRUCTION,
ALL. EXTERIOR CO~~CI~F.TE SURFACES SHAll. BE Sf)R/\YED WITH
CURING COMPOUND AFTER PLAcEMENT,
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I::) Jil;l~FOR~l.t.jG_ STEE1.. -
1, BAR REI~~FOI~CING SHAI.,L BE GRADE 60 Nt::W BILI_ET DEFORMED BARS.
CLEAR COVER FOR REINFORCING SHALl. BE ]"
2, STRUCTURAL STEEL TO CONFORM TO AS.T,M A-36,
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1, ALL FRAMlt~G LUMBER SHALL BE No, 2 COMMON SOUTHERN PI~~E
OR CONSmucTtoN GRADt: DOUGLAS rlR.
2, ALL LUMBER IN CONTACT WITH CONCRETE Oi~ MASONRY SHALL
BE PFI[SSUR[ TREATEO,
3, fiLl. r,:OUGH HAI~DWARE AND ACCESSORII::S SHAL'~ B~= G/>.LWINIZED
OR STAiNLtSS STEEL,
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G) ~SULATJON -
1. All. EXTEf~IOR BUILDING WALLS A~m THE C[ILlNG SHJ\LL BE NSULATED.
SECOND Fl.OOf~ OFFICE SHALL BE ADOITIi)~J.AUY INSULATED WITH 3/4" 80ARD INSULATiON,
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2, SECOND FLOOR EXTmiOR WALLS SHALL
I-iAVt: KRAI='T -BACKtD GM1IN WITH .A THERMAL FACTOR OF R-l Q - 4" THICI<,
3. ROOF INSULATlcm SHALL BE Kr~An -BACkED f3ATTEN WITH A THERMAL FACTOf~
OF R-.30 - G" THICI<,
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H) F'LUMBING - Pl.UW3ING SHALL BE ACCORDING TO THE PLANS, A SHUTOFF
VAL'VE SHALL BE PROVIDED Ol~ THE 3/4"~ WArm 'SUPPLY LINE NE.A.R THE 3/4" HOSE BIB
AT THE EAST WALL OF THE BIJ:LDI~.JG,
AL.L j='LUMBING TO BE PLACED IN WALLS WHERE APPliCABLE,
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ITEM==:~~---=-_==~=~FR~==- MOC1ELE'ESCRIPTION -
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ADA LEVE~:S, WALI_-MOUm PORCELAIN (H&C)
SCOTT SP- 334
DOUBLE-I~OLL (METAl.)
w/MIRROR 18" X 24" MINIMUM
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THREE METAL DOORS (D1, D2 M.JD D3) TO l3E P:~E-HU~JG IN STEEL FRAMES
w/1/2" THRESHOLD, KEYED ALlI<E W/fALE 5400 SERIES OR SCHLAGE 4000
SERI[S DEADBOLT, PUSH HARDWAF~E & AUTO CLOSURE (COMMERCIAL GI~ADE 1),
!NTERIOI~ DOOI~S TO BE PREHU~~G WOOD FRAME WITH BUTTON LOCK
AL.L DOOR HARDWARE TO BE LEVE:R TYPE, CHf~OME: FINISH
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ExH,RIOR 3'--0" X 6'-8" X13/ 4 - FLUSH INSUlJ\TED METAL
12" X 12" WIF~E GL LITE
INTEf~IOR 3' -0" X 6'--0" )( 13/4 - WOOD
/
DESI(~I'J OF 6ATH~OOM j
TO COMf='L.Y WITI-i
Cl-iAPTER 11 OF
FLORiDA ACCESiBIUT'(
CODE FOF'~ l3UILDING
CONSTRUCT iON
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I) WINDOWS - Id_L m)ERATIHG WINDOWS SHALL BE ,~LUMINUM, DOUBl.E PANE GLASS, SINGLE HUNG,
FIXED GLASS UNITS SHALL HA,VE ALUM FRAMES, DOUBlE PANE GLASS (TINTED AS NOTED)
~At(~~rSC\~~T1(jt,-~~~~WI N DO~ _S_C~,~jJi~:~:-:~~=:~~~..-~-~:=:=:--u- , ':-~:~'No"l, EO' D j
P W1 SINGLE HUNG (0'-0"; 4'-0") OI? SIMILAR AVAILABLE SIZE 6
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NO PARTICl.E t30ARD IS TO BE USED,
ALL INTERIOt~ WALl.S and 'TRIM (WITH EXCEPTION OF RESTROOf.IS) SHALL HAVE TWO COATS
O~' FLAT LATEX PAINT (COLOr~S TO 8E SI::l.ECTED BY OWNER),
RESTROOM WALLS C1nd TRIM SHALL BE PAINTED WITH HIGH-GLOSS, OFF-WHITE, LATEX Ef\IAMEL
OF WATER-r~ESISTAt~T OUALlTY,
ALL FLOOR TilE SHALL BE COMMERCIAL GRADE QUARRY TIl.E WI BUll. t'-lOSING @ DOORWAY,
./ 11\S~At.-\.rt1l~'f\J C:,f DLhL"Ivt.lL 5'lht\. _(t~~":'...~\.'f ()HT')-
// f~L- t1OrU(j~~LR. QccL ~~~;{vJ.L j-}(Ji.Cf/l1 t C~D0
L) ELtCTRICAlilLGHTING - ALL ELECTRICAL EQUIPMENT, SUPPLIES, WI~'ING AND LABOR SHALL
BE PROVIDED BY THE CONTRACTOR,
ALL EL.ECTRICAL TO BE PLACED IN WALLS WHERE APPLICABLE
SEE ELECTICAL DRAWINGS FOR LIGHTING SCHEDULE,
FINISH SCHEDULE
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RESl ROOM CONCr"ETE GYPSUM (MOISTUI~E RESISTANT)
W/OUARR'{ llLE WAINSCOT 36"
STORAGE Cm~CF''ETE eMU
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GYPSU~~ - TEXTURED FINISH
GYPSUM (MOISTURE RESISTANT)
M) J::iEATI~lli_L.YENTILATIO~AND AR CONDIlLON~~~ --
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AC1, AC2 WALL MOUNTED 7500 E3TU UNiTS, 120 V. (OR APPROVED EQUAL)
EXHAUST - BATH 160 CFM, FREE AIR MIN, CEILiNG EXH,A,UST FAN, GREE~JHECK #SP-12
EXHAUST - ~AECH, ROOM 600 CFM, FRE:E AIR MIN SIDEWALL EXI-LA,UST FAN
GREENHECI< SE1-10 OR EQUAl
LAST REVISION: 12/22/03
LAST PLOTTED: 12/22/03
DRAWI~JG SCALf::: 3/8"=1'
PLOT SCALE: 1 ==32
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APPROVED
DRAWI~JG cor~FIDENTIAL:
THIS DRAWING AND ALL INrof~MATION
CON1AlfJED THEI~EON is AND SHAll.
REM/\IN TH E PROPERTY OF
A. ANDI~EANSKY. P,E. /!,S
AN INSTRUMENT OF PROFESSIONAl.
SERVICE. THIS INFORMATIO~~ SHP,U.
NOT BE USED WITHOUT THE FULL
KNOWLEDCE AND PRIOR WRITTEN
CONSENT OF AL ANDREANSKY, PE
REVISIO~~
1
DATE DESCRIPTION
11/23/03 REVISE FIRST FLOOR
BY
A.A.
CAD FIL.E: 0310090 Hv11 a
DRAWN BY: A.A.
CHECI<ED BY:
APPROVED BY:
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PER MEACI-JANICAL
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SECTION 40~ OF FMC
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BUILOING DESIGN DATA
TOTAL AREA = 530 S,F, FIRST FL.OOR
54:2 S,F. SECOND FL.OOR
FACTORY INDUSTI~i/\L OCCU~)ANCY- LOW Hi~Zt~RD
8UILDING IS DESIGNED TO WITHSTAND
'110 MPH WI~~D I_OAD PER SBCCI
PROTECTION: BUll_DING SHALL BE EOUIPf)ED WITH
MO~~ITORED SMOKE DETECTION & ALAR~~ SYSTEM
OCCUPANcy CATffiORY =
EXPOSlJRE =
ENCLOSURE CLASSI~ICATION =
CONSTRUCTION =
VB-OCITY EXP, COEFF. Kz!:
TOPOGRAPHICAL FACTOR Kzr =
WINb DIR. FACTOR KD =
IMPORtANCE FACTOR 1=
INTERNAL PRESS, COEFF, GC;i =
WINb LOAD ==
VelOCITY PRESSURf: qn =
LIVE FLOOR LOAD =
MAXIMUM DI:AD LOAD =
MAXIMUM ROOf: UPLIFT LOAD =
MAXIMUM VERTICAL WALL lOAD =
FIRst FLOOR PLAN
B
B
PARTIALLY ENCLOSED
TYP ~ V
0.70
1,00
0.85
1,00
+/.0.55
110 MPH
31,72 PSF
50 PSF
NORMAL WEiGHT OF SPECIFIED BUILDING
COMPONENTS
PER TRUSS MANUFACTURER
PER TRUSS MANUFACTURER
DESIGN ANALYSIS PER ASCE . MINIMUM DESIGN LOADS FOR BUILDINGS AND
OTHER Sl'RUCTUm=S, REVISION A$CE 7.98 (METHOD 2) AND 2001 FLORIOA
BUILDING CODE
SCALE: 3/8"= l' -0"
DATE: 10-30--03
DATE:
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ALL WORK SHALL CmfPLYWITIiALL
PREY AlLING com:s. FLORIDA l3l.ilLDING
CODE. NA TlONAl [LECTRlC CODE AND
CITY OF ZEPHYRl-ULLS ORDJNANCES
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AL ANDREANSKY, P.E~
P.O. SOX 456
PALM HARBORj FLORIDA 34682-0466
PHONe, /1271 441-4149, J:AX, /7271 189-9685
OFFICE !LA YCjU'~f
3946 COPELAN[) P Aftl(
ZEPHYRHIL.lS, f:LOIF1IDJA
DATE:
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LAST REVISION: 12/22/03
LAST PLOTTED: 12/22/03
DRAWING SCALE: 1/4"= l'
PLOT SC.I\LE: 1 =48
DRAWI~IG CONFIDENTIAL:
THIS DRAWING AND All IN~Of~MATION
CONtAI~JED T1-1EREON IS AND SHALL
REMAIN THE PROPERty OF
A. ANDf\EANSKY, P,E I\S
AN INSTRUMENT OF PROFESSIONAL
SERVICE THIS INFORMATION SHALL
NOT BE USED WITHOUT THE I~Ull
KNOWLEDGE AND PRIOR WRITTEN
CONSENT OF Al AN Dr-i' E/I.N SKY , PE,
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AI. ANDREANSKY, P.Ew
P.o. BOX 456
PALM HARBOR, FLORIDA 34682-0456
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OFFICE E~LS'I A 111()~~~S
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DRAWING CONFIDENTI,t.,L:
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KNOWLEDGE AND PRIOR WRITTEN
CONSENT OF AI. ANDREANSKY, PE,
SECOND FLOOR FRAMING PLAN
AL ANDREANSKY, P.E.
P.o. BOX 456
PALM fIARBOR, FLORIDA 34682-0456
PHONE, /727J 441-4149, FAX, /727J 789-9565
OFFICE DEl. AIL,~)
,3946 COPELAND P ARI(
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CATE: 12-12-03
OFFICE [)ET AIL:S
3946 COPELAND PARK 8~l.V[)
ZEPH~(RHlLLS, FltOR~IDJ~ 3:354,2
M40" 5
CAJ FILE: 02070101 M4
DRAW"J BY: A.A.
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P.O. BOX 456
PALM fIARBOR, FLORIDA 34682-0466
PHONE, 11271 441-4149, FAX, 172'11 189-9565
PROJECT No,
03100901,001
SHEET
CATE:
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54min
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FIGURE 25
MANEUVERING CLEARANCE AT DOORS
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NOTE: X IS THe 12 IN. MINIMUM HANDRAIL EXTENSION
REQUIRED AT EACH TOP RISER
Y IS THE MINIMUM HANORAIL EXTENSION OF 121N_
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REQUIREO AT eACH BOTTOM RISER.
FIGURE 19
STAIR HANDRAILS
'-----------------------------.-------..-
LAST REVISlm~: 12/22/0:'1
LAST PLOTTED: 12/2:2/03
DRAWING SCALE: I\IT5
FJLOT SCALE:! =32
~ DRAWING CONFII)U~llAl~---'-\
THIS DRAWING AND ALL INFORMATION
CONTAINED TI-EREO\l IS AND SHAL.L.
REIAAIN THE PROPEI~TY OF .
A. ANDREANS~:Y, P,E. AS
l AN INSTI~UMErH OF PROFESSIONAL
SEI~VICE, THIS INFORMATION SHAL.L
NOT BE USED WITHOUT THE FULL
KNOWLEDGE AND PRIOr~ WRITEN
CONSEW OF AL ANDREA\JSKf, P[,
\... '-..
".--------,
SCALE VERW'lCATION',
REVISION
DATE
THIS 8Ar~ REPRESENTS
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, USE-:-::RIFY FIGURE t"
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~~
(3)
Flared Sides
(b)
Returned Curb
FIGURE 12
SIDES OF CURB RAMPS
.J. I R
36 ,\,in,lYP. ......~,
914 >;;' '~'l...
~ "','"
, ,"'-l.
~~"..,~1
FIGURE 13
BUIIl.T.UP CURB RAMP
--
c:
>-i~
X
24 tnl n
r-~~~
L!.10
-------- =---J
I. .
I
. I
. ~ I.....
I I ~...:.!.I..
I I ..... t".
I I ...
I I
I I
I I
I I
x
24 mln
-....------.- ,
610 . \
---
PUSH SIDE
PULL SIDE
~..
........
I.........
.......
. - - - -.. - - - - ..I. - - - i ..., r
I c:1
I ._
I E~
b..~~
I
.
I
. I
~": .. ....f:..............t...... '~i1
.. .......::... ..:........,1..~............~.......:..:..
. ...... .... ..............: I"C ...........:.- .......::...
~~......... .....::~"
...... ..........
""........ ....::.......
.......... .:.'....~...,.......... ..~:
.
.
I .
~
~;.............. '-'"
................-":"
...................,:.
....................... .... ...W"
...................~.....~1t. .
........'...\.......(...... ..
:..,':.'.1.......",...... ........... I." ....... ":,':
.."tc .~..
.
NOTE: V = 54/0. (1376 mm)
mnlmum If the door
has a closer.
NOTE: Y:I 48/n. ( 1220 mm)
minimum iftHe door
ha s a closer
. . (~ . ,
Latch-side Approaches - Swinging Doors
BY
/ '-------\
ENCINEEF~ O~:- RECORD:
//
/ l
DATE: 12-12-03
DATE:
APf)ROVED
--
CAJ FILE: 0,3100901 M5
DRAW~j BY: A.A.
SCALE: NTS
--
--
--
! 1/1
--
/lr (2-d
1--
, AL ANDREANSKY, F),E,
---- i FLA, REG, #:)9387
DATE
SIG~~ED:
--
DATE:
/'-......
/
l/
- _~\f~~"'''~ I
. , ,
, ..a.- '
, , , ~ ,
,--
.
.
L
>- ,.. 3G mln .~.
16 mtn IllS 18 mln
4'W--'--'\ ' 1" 4S5 .--,
f---.l- _-1_
......w......:.... :::...............,.. .......,....:...~:..,~
.... . .:.4.:..:.......... ~.:............i.:.:. :.::.:.:.:,:.;.~
I
~.:.~: () ~~
....
....
....
.,."
::::: CLEAR
FLOOR
....' SPAce
....
~ .....----..-----
..,. t
.ij '~n
-'---r~-"
12mln
305
~I
36 mln
18 .- '~._'- 16l-nin
~- l-~---"
4" __1.__ __ _ 455
~i
.
....r... ..:......:......:... .i:t::r....:..' ........~
~~::. .~...:.:-:.~~:.:-:.:. :.: .:...:.:'.:.:.:. . -.-.-.-- .
:.\'"
....T: CD
.w.. "
::+~ v..v
~~:: -..
,.....
~.\:.:.
..~~..
::~:.:
~:~~: FLOOR
::.:: SPAce
.~:-._--~-~--
t
48 m1n
1220
CLEAR
'~
.. :g~
, ,_ ._42 mt'l___ __L-1&
1005
.~~
~m~
H~;~
:::::
.~I,I'1
-:u. :::::
I :::::
.....
7~-~ ~ \~J 1~W
.~ 'E ~ \ JJ I mH
E Cl'l N \ :::.:
'" ~ \ :~;1:
N ~ ~_ ... :.:::
. ..,.,.,.,.",.,.,.,.,.,.,.=,dm, ,'!if..' .,.,., III!! Ice
'~'!Hi;i:i:~;:r~::::::;:;;;:::;:::::::!::::;:: ::;:;:t :::;:: :;::: P:EARANCE
. ~~ax
KNEE ~
CLEARANCE T
8 mln
~- I
...
6" ,
cr,..., ......:..~.....~.....:.~...................:; .............:........
""' _ _ _ __ __ -,. .........-1...~?::0.0>>:.:.:.\:.. :-::..~...:-i.:.:.:... ::~::~.
.:.:\:~
-m .....1..
W :~:~~:
....
CLEAR ~:~~
FLOO~ ~:~~:
SPACE ~:~~~
\ \ .,,":::
......--- ._- ,.......__..__...---~- ~
it '.
---- --W~!!L..__.
c
E
18~
.
)(
~k'l ~ C
51~ ~~ ~~
DEPTH
~
FIGURE 31
LAVArOnV CLt:ARANCES
, FIGURE 28
CLEAR FLOOR SPACE AT WATER CLOSetS (NOr IN STALL)
36,m/n.
Q15
36mln
~max
12 rrlln
305
oJo..
-..
~~L
i
I
.::
. J
, I
")(,
.
~'i:"':':':':.:':':':':.:'H' :':g:?'
..: ~ :...... ".. .....:.. ..... ......"
:::;~ ;:::::;: ~ ::::: ~:: ::::: ::::""
---
.
.
(a)
BACK WALL
..... \
.....~.
....
....
.....
.....
.... .
..... ;:.
::::. n '
....
.....
:':':':: ~
:.:.:.:.: "
....
.....
......... '
.........._ J
.':::...t"l.:.:::.':.". ....::.:.......:.. ......... ........::.......
. ........... .....~... ..:1........ ........... ....!oo..
.,.........~...' ......:."4 ::::::. + .":: ,of:.... ..........:. '....:.......: t""""
.:-~ "
~::
.....
.....
......
':::."
FIGURE 29
GRAB BARS AT WATER CLOSETS
1/4 max
/6.5 " ; I
i.,. .J t.:.:.:~:.:.:.:.:.:.:l:.:.:.:.:..:.!:.:.:.:.:.:
'1. J r~.......................
:. ....:. ": :.",.." ..::."...... t.. ,: ,.." ".": ::.: .:1:.:.:.:.:.:..\:.:.:.:.: ": .:~:. ;~.: .:.:
.... It...... ,.. ...._.. .".. t...... ~..... .\:......... ....~
.1,....:....:.'...... ."...::.... ..:..:/:......................:: ....::......: ....:..~ III-
.. :;.. .......".":.........1......::.'.....: ..l..... "..: .\': .": .I.:............:'"..i....:.. .'.
~".'...'.' :.--. ...... .;:t.'::,":."t:" .......\.::..::.j...::,.... :::::.
.. :,,'..::.1....:..:......"::.......:...':..':..,..\',.:,,':... ..:............:.......:.-
..' ....... .'"....,.:.. ....~.. r 'J........... '~..'.. :.' ..: ~':'.' ....: ......... ..". .......~....:... ."
.(c)'
Changes in Level
54mln
1310
42mln
1065
r1~ min-l LA.
\f::5~:
......
~l....--'--_....J__... -....., .:.:~.:.
I tLEAR I :~.:.:.:
I FLOOR ..' ':.:.:.:.
.f: I SPACE [] ::~:::::
E I .....
o ::::.
o 8 I .....
~~ I ~
II t:......-r-- :::::::::
I .:.:.:.:.
---.-- . .... ~ _ _ _ .~ _ _.J, ,,_.I.. .....::
19 max I J:.:~
~&5' - Y'
I /:
TOilEt
pAp ER
[~-"'-
~~
;~ Sl~
48mln
-~~--~---
(?
FIGURE 32
CLt:AR FL.OOr~ SPACE AT LAVAtORIES
Q)
;r
-
-
(b)
SIDE WALL
--
., 1/4TO 1/2 .'
i.'~13~
,..---- ...L......"'...
. ",J'/ :::...-.................,....,:....
, I -role ~........ . .... .. .... .
MIoo1 L,....."';~................Io...
.. .'......::.. ~..~ ::;:.::::{:::::::::::::::::::::::~:::::::::::::~::::~ ~.
..: .l.. "........:.. ,...: ....:. ",,'r::. "....." r...,..: :.' ..... ............. '\ ........ ......:...:...
... ~:.~ ........ .''':.:4.."....:,...,'..:..:::...........:' .../i.... .....: ::.....,.:...'.."......a.
.... :.. :......:1.;.::,.. ..at :.110........,.:.":::.."..:....::.....,......... .~.'.. '.-....
..." ... ..~.... ....... ......... ..~,-.,... .".....t... .-(.;.....
(d)
Changes in Level
FIGURE 7
ACOESSI,Ble ROUTe
J4L ANDREANSKY, P.E.
P.o. BOX 456
pALM HARBOR, FLORiDA 34682-0466
PHONE, /727/ 441"4t49, FAx, /7271 189"9585
~ ....... ,._ I
I ....-..,A _. III
'\ "
\..
, ,
OFFICE [)ET All:S
3946 COPELAND PAAK l~~l VI)
ZEPHYRHILlS, FL~ORIIDJf\ :3;354.2
---~---
J I , . J , , -lIIliIIIlllilUIli_'IIII~~.."t.:.:c.;"--,,,~
--
--
PROJECT No,
03100901.001
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