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<br />
<br />'. '
<br />
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<br />...
<br />
<br />~,
<br />
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<br />
<br />,
<br />
<br />DOOR :;1"":, " ~ -~ 1/4' MIN.
<br />IJIDTH I EMBEDMENT
<br />
<br />SHIM AS REQ'D ONE BY "000
<br />(SEE NOTES) , ' ......-- BUCK BY OTHERS
<br />SGD FRAME " , - V:",
<br />JAMB y .... \! n ":, '., . '. , :-:- INSTAlLATION ANCHOR
<br />, l '. . ~ ~,. IS SCREIJ <TYP. "HERE
<br />, ~'<3'" TAPCONS ARE NOT REQ'D,)
<br />, .'
<br />
<br />\
<br />
<br />CAULK BETIJEEN,\
<br />"OOD BUCK 8c
<br />MASONRY OPENING
<br />BY OTHERS
<br />CONCRETE OR ~~
<br />MASONRY OPENING
<br />BY OTHERS
<br />
<br />1 1/1, /-tIN. . , " , \ '
<br />EM~rENT .~ .,1\" ,,\,
<br />\ .
<br />
<br />INSTAlLATION ANCHOR
<br />3/16" IlIA. CONCRETE
<br />SCRE" ANCHOR
<br />
<br />-,I
<br />
<br />INSTAlLATION ANCHOR
<br />Ita SCREW <TYP. "HERE
<br />TAPCONS ARE NOT REQ'D.)
<br />rONE BY "ODD
<br />BUCK BY OTHERS
<br />6. 'iSHIH AS REQ'D ~EMPERED GLASS
<br />, ." (SEE NOTES> (SEE NOTES) LU
<br />,: '. rr=
<br />'rf--r1 114' MAX ft~'
<br />=-h-1. SHIH SPACEt ~" .,:'
<br />
<br />- ~ ' ,
<br />,(.
<br />
<br />,"
<br />,il
<br />
<br />.. ,'... ".
<br />.:.' .. . ':'I'.~ INSTALLATION ANCHOR
<br />,,,' '.,.!7. 3/16' DIA. CONCRETE
<br />,'t :;1.'.' ,.' SCRE'w' ANCHORS
<br />. 1& .
<br />. .
<br />
<br />~ I
<br />
<br />EXTERNAL 'j
<br />FINISH
<br />BY OTHERS
<br />PERIMETER CAULK
<br />BY OTHERS
<br />
<br />~
<br />
<br />~
<br />
<br />\~:::'.'
<br />I ~ '. .~ CAULK BETIJEEN
<br />" 'A.:' 'JOOD BUCK 8c
<br />, . .~. ' MASONRY O?ENING
<br />. .~... BY OTHERS
<br />
<br />'--. ,
<br />"j' , ' . .' CONCRETE
<br />," OR MASONRY
<br />OPENING
<br />L 1/4' MAX. BY OTHERS
<br />SHIH SPACE
<br />
<br />l
<br />
<br />-.
<br />
<br />~
<br />
<br />P~IMETER CAULK '
<br />BY OTHERS
<br />
<br />SGD FRAME
<br />HEADER
<br />
<br />E:<TERIOR
<br />DOOR F~NJSH BY
<br />HEIGHT OTIiERS
<br />
<br />SECTION B-13
<br />
<br />EXTERIOR
<br />
<br />TEMPERED GLASS
<br />(SEE NOTES)
<br />
<br />~ I
<br />
<br />~= r
<br />
<br />......... f"---'
<br />
<br />SGD FRAME
<br />SILL
<br />
<br />A
<br />
<br />o
<br />
<br />1.17'
<br />
<br />" '~ .
<br />
<br /># #.
<br />
<br />B
<br />
<br />-
<br />lr
<br />
<br />"
<br />...
<br />
<br />-t
<br />1 1/4' 14IN. ~ L1
<br />EkBEDMENT . . ,
<br />J /
<br />
<br />
<br />CONCRETE ORJ
<br />MASONRY OPENING INSTALLATION ANCHOR
<br />BY OTHERS 3/16' DIA. CONCRETE
<br />SCRE'w' ANCHOR
<br />
<br />EXTERIOR ELEVATION
<br />2 PANEL DOOR SHO~N
<br />
<br />,~
<br />
<br />'4
<br />
<br />....
<br />
<br />A
<br />
<br />SECTION A-A
<br />
<br />~
<br />I> DOOR MATERIAL. ALUMINUM ALLOY 6063. ' ,
<br />2.) CONCRETE SCRE" ANCHORS MUST BE OF SUHICIENT LENGTH TO ACHIEVE MIN. EM,B~DMENT Df 1 1/4' INTO MASQNRY DR C,ONCRETE.
<br />3) USE LATEX CAULK fOR PERIMETER SEAL AROUND EXTF.:RIOR Of DOOR.
<br />4) IF E)(ACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHDR QUANTITY LISTED "ITH NEXT LARGER SIZE, FOR THE
<br />APPROPRIATE DESIGN PRESSURE REQ'o. . '
<br />5) FOR POCKET DOOR SIZES, USE CLOSEST BYPASS DOOR SIZE 8c CONfIGURATION TO fINISHED QPENING. PLACE ANCHORS, IN HOOK
<br />STRIP AS SHOIJN.
<br />6) GLASS THICKNESS MAY VARY PER REQUIREMENTS Of' ASTH E1300 GLASS CHARTS. , ,
<br />7) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGlE GLAZED OR INSULAT~ GLASS. " ,
<br />8) ALL FACTORY APPLIED HOLES NOT DESIGNATED fOR TAPCON' ANCHOR ~HOULD SE rI~LED "ITH .~ SCREWS OF SUFFICIE~l LENGTH
<br />TO PROVIDE HIN. :5/S' EMBEDMENT INTO IJOOD BUCK, .
<br />9) JAMB I SEAL CORNERS ARE TO BE SEALED IJITH A SMALL JOINT SEAJ-l SEALER.,' , ,
<br />10) SHIM AS REQ'D. AT EACH SET or IN$TAlLATION ANCHORS "ITH LDAD BEARING SHIM. MAX. ALLO\tABLE SHIH STACK TO Be:' li-t '
<br />11> ALL INSTALLATION ANCHORS MUST BE MADE or CORROSION RESISTANT MATERIALS., , , " ,
<br />12) NOT ALL CONFIGURATIONS LISTED ON ANCHOR CHART ARE SHO'w'N ON THIS DRAIJI~G" HO'w'EVER, INSTALLATION SECTION A-A, B-B 8c
<br />HOOK STRIP DETAIL APPLY TO INSTAlLATION or AlL APPROVED CONFIGURATIONS.
<br />13) INSTALL ONE TAPCON IN EACH PAIR or fACTOR'! APPLIED INSTALLATION HOLES YN~ESS NOTED OTHER'w'ISE ON ANCHOR CHART,
<br />
<br />5068 2D2T
<br />606S 202T
<br />S068 2D2T
<br />lOO6S 2D2T
<br />5080 202T
<br />6080 2021
<br />8000 202T
<br />l00e0 2D2T
<br />1~~S 3f~lT
<br />15068 3D3T
<br />9080 3D3T
<br />120S0 3D3T
<br />150S0 3D3T
<br />'Sl068 3D2T
<br />12006S 3D2T
<br />15068 3D2T
<br />9080 302T
<br />12080 3D2T
<br />15080 3D2T
<br />lC:068 4D2T
<br />1606S 4D2T
<br />20068 4D2T
<br />120S0 4D2T
<br />16080 4D2T
<br />20080 4D2T
<br />
<br />HEADISILL
<br />3
<br />4
<br />5
<br />6
<br />3
<br />4
<br />5
<br />6
<br />6
<br />7
<br />a
<br />6
<br />7
<br />S
<br />5
<br />7
<br />9
<br />5
<br />7
<br />9
<br />ro
<br />12
<br />9
<br />10
<br />12
<br />
<br />i EA. JAMB
<br />4
<br />4
<br />4
<br />4
<br />5
<br />:5
<br />~
<br />4
<br />4
<br />4
<br />:5
<br />5
<br />:5
<br />, 4
<br />4
<br />4
<br />5
<br />:5
<br />5
<br />4
<br />4
<br />4
<br />:5
<br />:5
<br />:5
<br />
<br />1 1/4' HIN. I
<br />EMBEDMENT I
<br />
<br />INSTALLATION ANCHOR
<br />3/16' DIA. CONCRETE
<br />SCRE'w' ANCHOR
<br />SGD HOOK STRIP
<br />
<br />~-,~ ,.,-..".......,:,~
<br />
<br />SHIH AS REQ'D
<br />(SEE NOTES)
<br />
<br />INSTALLATION ANCHOR
<br />1t8 SCREW <TY?)
<br />
<br />.. WIDTH 51
<br />SHIH AS ::'D
<br />(SEE NOTES)
<br />SGD FRAME \
<br />JAMB y .... \i ~
<br />
<br />r<.V4' MAX. II
<br />,SHIM SPACE
<br />
<br />TEMPERED GLASS ' '
<br />(TY? SEE NOTES) , , ~.
<br />~ ~ EXTERIOR
<br />FINISH BY
<br />OTHERS
<br />
<br />~ . ~~ SGD INTERLOCK
<br />
<br />TIJO BY IJOOD
<br />BY OTHERS
<br />
<br />SHEA THING
<br />BY OTHERS
<br />
<br />.-1 lla' MIN.
<br />EMBEDMENT
<br />
<br />,
<br />
<br />~
<br />
<br />HOOK STRIP
<br />4
<br />4
<br />4
<br />4
<br />3
<br />3
<br />5-
<br />:5
<br />4
<br />4
<br />4
<br />3
<br />5
<br />5
<br />4
<br />4
<br />4
<br />:5
<br />5
<br />5
<br />:
<br />4
<br />:5
<br />5
<br />:5
<br />
<br />. .-.
<br />'\.' . "r
<br />
<br />
<br />
<br />EXTERIOR FrNISH\Y
<br />BY OTHERS
<br />PERIMETtR CAL.t..K
<br />BY OTHERS
<br />
<br />~
<br />
<br />,.
<br />
<br />~
<br />
<br />~.~,
<br />
<br />EXTERIOR
<br />
<br />TEMPERED GLASS
<br /><TYP, SEE NOTES) = f." .
<br />
<br />PERIMETE:~R CAULK ------- . "
<br />BY OTHERS , .
<br />
<br />, .
<br />. .
<br />
<br />EXTERIOR FINISH ','
<br />BY OTHERS
<br />
<br />II
<br />
<br />~~
<br />
<br />J~
<br />
<br />TEMPERED GLASS <TV?,) ~ I
<br />(SEE NOTES)
<br />
<br />SGD FRAME
<br />HEADER
<br />
<br />DOOR
<br />HEIGHT
<br />
<br />EXTERIOR
<br />
<br />r:::
<br />
<br />1 r
<br />
<br />1/4' MAX.
<br />SHIH SPACE
<br />,SECTION B- B
<br />
<br />SGD FRAME SILL
<br />
<br />I'-" ,,,-,,,
<br />
<br />R
<br />
<br />-
<br />h If
<br />
<br />. '~'
<br />
<br />Ir
<br />
<br />1
<br />1 1/4' MIN. ~ A
<br />EMBEDMENT ' , tJ
<br />j /.
<br />CONCRETE DR ~TALLATION ANCHOR
<br />MASONRY OPENING 3/16' DIA. CONCRETE
<br />BY OTHERS SCRE~ ANCHOR
<br />
<br />L-~
<br />
<br />S.T SILL IN ~
<br />CONCRETE OR CAULK
<br />
<br />Ilia' MIN.
<br />EMBEDMENT
<br />
<br />V INSTALLATION
<br />ANCHOR Ita
<br />SCREW <TYP.>
<br />
<br />T'w'O BY "DaD
<br />BY OTHERS
<br />
<br />SHEATH~G
<br />BY DTH~S
<br />
<br />. ,
<br />. ' .
<br />
<br />A
<br />
<br />SECTION A-A
<br />
<br /># #.
<br />
<br />t:lCliS!
<br />1> DOOR MATERIAL. ALUMINUM ALLOY 6\163,
<br />2) .a INSTALLATION SCREWS ~ST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF
<br />l-1I8' INTO 'JOOD FRAME. CONCRETE SCRE" ANCHORS AT SILL MUST BE or SUFFICIENT
<br />LENGTH TO ACHIEVE 14 IN. EMBEDMENT Of 1-114' INTO MASONR'( OR CONCRETE.
<br />3) USE LATEX CAULK FOR PERIMETER SEAL AROOND EXTERIOR OF DOOR.
<br />4) IF EXACT DOOR SIZE IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH
<br />NEXT LARGER SIZE.
<br />5) FOR POCKET DOOR SIZES USE CLOSEST BYPASS DOOR SIZE 8c CONFIGURATION TO FINISHED
<br />Df'ENJN(i. PlACE ANCHORS, IN HOOK STRiP AS SHIJ\tN.
<br />6) GLASS THICKNESS MAY VARY PER REQUIREMENTS or ASTH EI300 GLASS CHARTS.
<br />7) DOOR UNIT IS APPROVED USING TEMPERED GLASS IN SINGlE GLAZED OR INSULATING GLASS,
<br />a) 'JAMB I SEAL CORNERS ARE TO BE SEALED IJITH A SMALL JOINT SEAM $EALot
<br />9) SHIM AS REQ'S. AT EACH SET or INSTAlLATION ANCHORS WITH LOAD BEARING SHIM. MAX.
<br />ALLO"ABlE: SHIM STACK TO BE 1/4',
<br />10) ALL INSTALLATION ANCHORS MUST BE MADE DF CORROSION RESISTANT MATERIALS.
<br />11) NOT ALL CONFIGURATIONS LISTED ON ANCHJR CHART ARE SHO"'N ON THIS DRA'JING, HOIJEVER,
<br />INSTALLATION SECTION 'A-A', 'B-B' 8c HJCIK STRIP DETAIL APPLY TO INSTALLATION Of' ALL
<br />APPROVED CONFIGURATIONS.
<br />
<br />fIIr
<br />EXTERIOR ELEVATION
<br />2 PANEL DOOR SHO~N
<br />
<br />HOOK STRIP DETAIL
<br />
<br />JACOBSON WINDOW CO~
<br />TAMPA, FLORIDA
<br />
<br />TlTl.Cl SERIES 5000 SLIDING GLASS DOOR
<br />INSTALLATION ~/TAPCONS IN MASONRY
<br />ENGHtRJ MANUEL MARTINEZ DRHo BB DATC. 1110/02
<br />D1SCll'lOO CIVIL SCAlD N,T,$, D'w'G. IOJ'JC0015
<br />f'L REG. 10 47182 REV. LtTT[RI SHEET. 1 OF-2
<br />
<br />I
<br />
<br />DVG NO. J\oIC1045
<br />
<br />PREPARO ..,. PROllUCf , APP\.IC4T~ DlGlHEERlI<<I. lNC. 2st lNTEllNATlllHAl. "VI. SlATl 2:50. fiUlTHRDV. f'LllRlM 3l7f' _ 407 8O$-0J6S fAll .07 805-8~
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<br />ALU!~INUM ASSOC. STD. TDLERANCESt\PPL Y UNLESS NOTED OTHER"ISE
<br />BR~~K CORNERS TO .015 R UNLESS OTHERWISE NOTED
<br />
<br />JACOBSON VINDOV COMPANY
<br />T AMPA1 FLORIDA
<br />
<br />1.072636
<br />
<br />!
<br />TITLE' I
<br />~-1l/16N
<br />AREAl i 1. 3 3 4 DRNI
<br />IJTlrr~ 11. 601
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<br />JS
<br />FULL
<br />
<br />APRVI) ______ DATtI 03/11/02
<br />HATu 6063- T6 DVG NO. J\oIC1045
<br />
<br />X l' TUBE MULLION - EXTRUSION
<br />
<br />SCALEI
<br />
<br />PREPAAEll ..,. ~ TEtliIO.IlGY CORP. e:5O ~TIONAl.. 1'1(\I1,. Hl;ATHRCII. f'L1lRIDA Je7.' ~ '.7-805-0365 fllX 407-~
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<br />
<br />1
<br />1.0315
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<br />1.0299 t
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<br />
<br />0.2494
<br />r (2)
<br />
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<br />
<br />
<br />I~
<br />
<br />ALUMINUM ASSOC. STD. TOLERANCES APPLY UNlESS NOTED DTHERIJISE
<br />UNLESS OTHERWISE NOTED UNMARKED WALL THICKNESS - 0.125
<br />BREAK CORNERS TO .015 RUNLESS OTHERIJISE NOTED
<br />
<br />I
<br />
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<br />
<br />~ 0,210
<br />
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<br />
<br />0.5920
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<br />
<br />~ ,031 R (2)
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<br />
<br />~ ,062 R (2)
<br />
<br />L
<br />
<br />I
<br />
<br />
<br />~
<br />
<br />5.4500
<br />
<br />JACOBSON ~INDOV COMPANY
<br />TAMPA) FLORIDA
<br />"n~ MULLION ANCHOR CLIP
<br />EXTRUSION AND FABRICATION
<br />AR!.h 0.841 MNI JS APRVI) ------ DATEl03/11/02
<br />'JTlH. 1.009 SCAltl FULL HAT1I6063- T6 D\t'G 10 J\oIC1046
<br />
<br />~AAEIl J't. PRllIlUCT TECItG.QliY calI'. e:5O IIO'Ul/ATllX'IL I'I(\IY. SUITt e:5O' fiUlTHRCII. f'UJUllA 3l74' PHOIC 4D7-llOS-0365 fl\lC 407-805-0366
<br />
<br />5068 2D2T
<br />6068 2D2T
<br />806a 2D2T
<br />1006S 2D2T
<br />5OS0 2D2T
<br />6080 2D2T
<br />8080 2D2T
<br />10080 2D2T
<br />1~~a ;jftlT
<br />1506S 3D3T
<br />9080 3D3T
<br />120S0 3D3T
<br />15080 3D3T
<br />'SlO68 3D2T
<br />12006S 3D2T
<br />1506S 3D2T
<br />9080 3D2T
<br />12080 3D2T
<br />150S0 3D2T
<br />12068 ~~!
<br />16068 402T
<br />2006a 4 D2T
<br />12080 4D2T
<br />16080 4DaT
<br />20080 4 D2T
<br />
<br />B
<br />
<br />HIN. QUANTITY
<br />OF ItS SCRE'w'
<br />ANCHORS
<br />
<br />MIN. QUANTITY
<br />Of' liS SCRE"
<br />ANCHORS
<br />
<br />HEAD
<br />3
<br />4
<br />5
<br />6
<br />3
<br />4
<br />5
<br />6,
<br />7
<br />a
<br />10
<br />6
<br />~
<br />7
<br />9
<br />10
<br />6
<br />a
<br />9
<br />11
<br />12
<br />15
<br />9
<br />11
<br />13
<br />
<br />@ EA. JAMB
<br />5
<br />4
<br />4
<br />4
<br />5
<br />:5
<br />5
<br />5
<br />4
<br />4
<br />4
<br />5
<br />~
<br />4
<br />4
<br />4
<br />5
<br />5
<br />5
<br />4
<br />4
<br />4
<br />5
<br />5
<br />5
<br />
<br />HOOK STRIP
<br />5
<br />4
<br />4
<br />4
<br />5
<br />5
<br />5
<br />5
<br />4
<br />4
<br />4
<br />5
<br />~
<br />4
<br />4
<br />4
<br />5
<br />5
<br />5
<br />:
<br />4
<br />5
<br />:5
<br />5
<br />
<br />I
<br />r
<br />
<br />1 1/8' HIN.
<br />EMBEDMENT
<br />
<br />TIJO BY "OOD
<br />FRAME BY OTHERS
<br />/.. ___ CAULK BET\tEEN
<br />HOOK STRIP 8c
<br />'JOOD FRAME
<br />
<br />INSTALLATION ANCHOR
<br />Ita SCRE'w'
<br />
<br />'"
<br />1--1
<br />V
<br />
<br />SGD HOOK STRIP
<br />
<br />
<br />
<br />TEMPERED GLASS
<br />
<br />
<br />
<br />~
<br />
<br />~~~I
<br />EXTERIOR =;::::!!lJ
<br />
<br />
<br />HOOK SrRIP DEr~ SGO INf"Ule'
<br />
<br />, .-
<br />
<br />
<br />
<br />\ mERI" flNTSl<
<br />BY OTHERS
<br />
<br />JACOBSON WINDOW CO.
<br />TAMPA, FLORIDA
<br />nTl.Cl SERIES 5000 SLIDING GLASS DOOR
<br />~OOD FRAME INSTALLATION DETAIL
<br />ENGIN!:CR! MANUEL MARTINEZ DRNo BB DATC. 1/10/02
<br />
<br />DISClPLlNC. C I V I L SCAlC. N. T .s. D'WG. to J'w' C 00 17
<br />fL REG. NO 47182 REV. LETT[RI SHEET. 1 Of 2
<br />
<br />PRE/'ARt' ..... PROlIUtT , APl'lItAT~ CHliJloiEERll<<l, lNC. 2:50 IIITEIlI<ATllX'IL LVI. SUITt est. fiUlTHROV, FUlRIllA 3274' _ 4Q7 QlI5-0365 fA)( 407 805-Q366
<br />
<br />REVISION BY
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<br />
<br />COMPARATIVE ANALYSIS AND ANCHOR CHART
<br />
<br />p~H~~ PRESSURE HIN. QUANTITY HIN. QUANTITY
<br />('APACITY IN CAPACITY IN or 3/16' DIA. or 3/16' DIA.
<br />SGD CALL Rn~f~ED REI~6RCED CONCRETE SCRE'w' CONCRETE SCRE"
<br />CQ,i~~R~ TIQ ~~s' DOORS
<br />pas. 8c NEG, POS. 8c NEG.
<br />~1 -~1 55 -81
<br />44 -44 55 -71
<br />37 -37 55 -59
<br />33 -33 :53 -53
<br />41 -41 55 -65
<br />35 -33 55 -56
<br />29 -29 46 -46
<br />25 -25 4B -40
<br />44 -44 55 -71
<br />37 -37 55 -59
<br />33 -33 53 -53
<br />35 -35 55 -56
<br />~~ -29 46 -~~
<br />"''' -25 40 - 4u
<br />44 -44 5:5 -71
<br />37 -37 55 -59
<br />33 -33 53 -53
<br />35 -35 55 -56
<br />29 -29 46 -46
<br />23 -25 40 -40
<br />44 -44 5"" -71
<br />37 -37 S5 -59
<br />33 -33 53 -53
<br />35 -35 55-56
<br />29 -29 46 -46
<br />25 -25 40 -40
<br />
<br />COMPARATIVE ANA~YSIS AND ANCHOR CHART
<br />JJt,;>lUI'4 .!:!~~l...u,!
<br />PRESSURE PRESSURE
<br />I-APACITY IN CAPACITY IN MIN. QUANTIH
<br />psr NON PSF or CONCRETE
<br />SGD CALL cEINFORCED REINfORCED SCRE'w' ANCHORS
<br />SIZE Sc ~" M~__
<br />CONfIGURATIM' UUU"'''' DOORS
<br />POS. 8c NEG, POS. 8c NEG. SILL
<br />51 -51 55 -81 3
<br />44 -44 55 -71 4
<br />37 -37 55 -59 5
<br />33 -33 53 -53 6
<br />41 -41 55 -63 3
<br />35 -35 55 -56 4
<br />29 -29 46 -46 5
<br />25 -25 40 -40 6
<br />44 -44 55 -71 6
<br />37 -37 55 -59 7
<br />33 -33 53 -53 a
<br />,35 -35 55 -56 6
<br />~~ -~2 ~~ -46 7
<br />"''' -c:;) 'tu -40 a
<br />44 -44 55 -71 6
<br />37 -37 53 -59 7
<br />33 -33 53 -53 9
<br />35 -35 55 -56 6
<br />~? -29 46 -46 7
<br />c:5 -25 40 -40 9
<br />44 -1~ ~~ -71 9
<br />37 -37 55 -59 10
<br />33 -33 53 -53 12
<br />35 -33 55 -56 9
<br />29 -29 46 -46 10
<br />25 -25 40 -40 12
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<br />.____.' OR MASONRY
<br />^ . . OPENING
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<br />1--4C\l
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<br />
<br />@ COPYRIGHT, 2002
<br />H. THAYER HERSOM, ARCHITECT
<br />AND ASSIGNED OTHERS, NO
<br />UNAUTHORIZED USE OF ANY
<br />PART DR ENTIRE DRA'w'ING AS
<br />PRINTED ON THIS SHEET,
<br />
<br />DRAWN
<br />CHECKED
<br />HTH
<br />DATE
<br />SCALE
<br />AS NOTED
<br />JOB NO.
<br />SHEET
<br />88=1
<br />
|