|
alp.p. ',as±
<br />6 ER ANOOft
<br />Pera
<br />m
<br />1/4"
<br />Max,
<br />4�
<br />"11. r�--Wk" t YLnCM)
<br />�
<br />y/ Ysy9n9 i ro°�rt.18
<br />r
<br />r
<br />lu'w.'�ii3OVr
<br />+wun at�+r
<br />run
<br />JA_ MULLION
<br />SPAN (FL) i
<br />REWIRED W.
<br />TIME YULUON
<br />4 4--B"
<br />2' . r . Ile`
<br />> +'-6' TO 5'-e'
<br />2' ♦ 4'. Ile'
<br />To. e`-�I:r
<br />2'4. 5' . 1/8••,
<br />x 4"x, 4'
<br />1. s'-m' m B'-D"
<br />2" a" x Ire`
<br />FAa71w O. A 64
<br />3tlfD . PARAILEI vv ;. A,.,.$,D, mpwN RATWO
<br />ORIENTED
<br />t -7IA
<br />.�TION
<br />SCALE 3/�1•
<br />NOTE: MULLION CAN Aifid BE wASTALOEO W/0 STORY PANELS ON TOP
<br />ffit MOtfOY SO THAT R S LOCAIID AT LOP OR MOrLOM OF OPEPfWG.
<br />toNE PNEL OPFJ(w1O W/ TUBE TOP i ;W.)
<br />ae6)
<br />1. INSTAUA71ONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.O. DESIGN LOADS
<br />UP TO +55.5. -72.0 P4,1. AND PANEL'S L:ENGM UP TO 8'-8".
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2, W/ SPECIFIC DENSITY OF 0,55 OR EQUAL
<br />CAN BE
<br />SUT4'. ANY
<br />zy-AREI.1G3iI�
<br />=9W
<br />• I ";let: .. >♦ 1.4, a
<br />dNF.ILI O it EMR MOUNTING WALL. & FLOOR hWLINTTNG
<br />INST LAWN — LTIERNA VE 4W WS ALTIOM ALTE@NMIE SW
<br />(SCC1pN AT TOP IS UNITED TO +05.5-67,0 GtS)L, SCALE; 1/0 a 1'
<br />AS.D, DESIGN PRESSURE RATING)
<br />=4F-' 1/4" - T°
<br />ARa • 1ST +ir uc 1
<br />e oMa ,ea Fm WM
<br />p illgl NtWeY
<br />•,A0 AaNt W r "E
<br />r e. •mFitP.R wNal
<br />Cf
<br />»LOTION - SECTION "W
<br />SCALE: 1fe'..- I-
<br />WN ORM N00" 00NpSTE ANCHINS Fat commWE ANCNptxj BEE 9oNEBItlE aN SfEfF k4•
<br />(SHE i.�ffiIAE ai (SEE lCtEOWE aN La,� MR W000 SFNENt SEE SF.tTglt TUN 91NE1 ,6
<br />SER£T ,4)14)� T, 2 d IW/15
<br />2/4, 2A,/'4, 3/4 OR 4/4 1, 2 & 1W/15
<br />T CONCRETE
<br />_i
<br />REXPIM a \\
<br />0 y7j 4{
<br />j:.�
<br />Li
<br />III
<br />I - I swmamwur-9k 1RURUI+E f (pp PANE) (r iR80NR11 PANW (W�MM PANEL P11
<br />`@" '1[i TTdA90 s
<br />//W8BO''w4xNy3U// //1l8pG Ew!
<br />STUD. • TT2 7 G SRA S• k/T O.C. 1-
<br />N t ♦La N/ 5/8' ENn. {CASE 1 1 {'wltw-J
<br />t (81/8' Ilk,Ilk,t2 T p,C. 3' IWr. (CASE U} 140
<br />• 13 Tf2" 0.0(Sriem ,/t4}
<br />I
<br />Y
<br />(AT�EpO k..
<br />1'f " 7( ,' ` 1 S( L Yr14) {ALTFAYATE WCAnm
<br />a
<br />J°" I
<br />N3 ILIA
<br />j
<br />))OL"
<br />Pw 2/14
<br />j
<br />WALL
<br />R&OLOM
<br />i A 2/4, 21/4, 3/4 LR 4/4 , 2�& 16/15 1, & YW/15
<br />ALTERNATE
<br />O'SKErY PANNkYL
<br />1 Pmas ARFA,' SOM tWTE tHELOW'!
<br />RREOU ARWPA WJ
<br />.-----,_._L_�SCAAk'�tt PcAt�t�_Islll:
<br />/' '-a-.._,..�..._....._._... _.. _._..,___.._._....._.:
<br />Wf0 REGU:AR rRACK& (SEE NOTE 7
<br />00NORETE ANCHORS r'. r, /, '" 6E10W) • IASi PANEL TO W5TAY)8R AS
<br />(sm 5c"W AE am -T � . J✓ A. E # LL a :S SE P,VEI. gPEN1aXD SMALL
<br />}} 1 'pXi ORstAB�JEE ALWAYS 6E PROLtiDP.v w/ R&,R YFANIXE
<br />SHEET ,{) P0u11ED WNORflE"' - j !� GWkLLb Ca10010N) L TO BE #MAL MLStAR REN R' TRENDED
<br />Oo,M. COWAETE AFSHORS %�. 1 OF MEN 9R REIMOVED FROM i INSIDE
<br />��j3r-l*
<br />WALLATIOtj
<br />i(jOUNTIKQ INSTA=1i3N WALL AND Fl(1CGR/46KYi�NC IH,�jj�ATIDN
<br />SECTION i SCALE; 3r6" a I" `, SECTION 2 SCALE: 3/8" - 1' rlj4` Yer mP 60- 7 1 • t « N/C W .,
<br />etf1RY NANF7 STSrEY- IN57ALATONv'
<br />.IF,Y
<br />-"....'.
<br />P. LIFE SAFETY STORM PANEL CAN HE LOCATED AS AN ENO PANEL (FIRST OR LAST PANEL.) 1 tra
<br />OR AS AN INtER10R PANEL ONM PANEL LOCATION W BETWEEN END PANELS).tmwl
<br />t
<br />LIFE SAFETY' PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS AT OND PANELS.
<br />(WI OR W/O REGULAR TRACKS.) SEE mm I)
<br />h p
<br />2. LSE SORT{ PANEL CONSISTS q;tn19' GALVAMM STEEL STORM PANEL As ,SECTION B-`B
<br />SECTION
<br />PIR COaPONENT SWEET 2 OF DRAWING. SCALE 3/32'-1'
<br />THIS PANEL ALLOWS ITSELF TO HE RDXMD OR INSTALLED, FROM THE INSIDE OF
<br />MUCRMF-
<br />HNi '
<br />3 LIFE SAFELY P REQUIRES TOP TRACK TO BE COMPONENT A, HOTTOV TRACK TO AaNMHI NIA'
<br />BE CQMPONE AS PER SHEET 2 OF FIRS DRAMM wa fG PyZlLLI>
<br />COMPONENT Y BE INSTALLED WALL OR FLOOR mOuNM FOLLMNG sOanONS i A
<br />&
<br />2 ON THIS AS WELL AS OE'TA" 1. & 2 ON SHEET 14. ��• > > 1G �"'C ''•..
<br />4_ M(w. LENGTH FOR COMPONENT4} Is IV, FLORIDA BUILDING CODE Ilt h VolocRy No rrI>wOn• Zone.
<br />�• "mm s"Esa, W_
<br />MOM SPACING FOR
<br />SCHEDULES F.P.
<br />$ SHEET tCCO�IP 04 V ANCHORAGE AT BOTTOM IS GWN ON c
<br />* 20 GAGE GALVANIZED STEEL STORM PANEL MOAN .
<br />COMPONENT ] MAY BE PERM AIM OR REMOVABLE,
<br />S. SEE DETAILS FOR INSTALLATION INTO WOOD FRAME HLALOMNGS ON SHEET 95. GLOM PROTECTION PRODUCT'$. LLC. mMlmm
<br />L1R-,�`�o_
<br />'+y�Oz
<br />•.,; •••-•. ' .` 4eaa sw. s, BRFkT
<br />-N0
<br />6. SEE SHEET 4 FOR DETAIL A lE3TIND i Y OM,E.. ss71{
<br />APPLICABLE TO NNE NECESSIM FOR THE INbTA[iATION OF !i,j` ). Ar 'Aw 4N. x. a..xq www�A�15 n 4Tw PIIaNIE. 20-176
<br />ygA'N PLA ' (4s{kFe-26{6, FAR: LQs4)see-al6T
<br />SPACERS AT TRACKS INSTALLED AANACEW AND BEYOND TO STUCCO/WOW SANDS. AA ..e.. a ) -tw. �, pinAtl.-4IR1
<br />1111YALM. e.nr Axe B}ViIW NP'.
<br />P.0 gN„/SWNAtUl4': 011C.... A-°°°°1T,4414N., S. —M A 8NE1[L 13 OF E
<br />MOMUM A.S.D. DE'S[GN PRESSURE RAM (Aud.) ANQ ORRESPONDING
<br />MA3���y*PANEL LEHtM "1- SCHEDULE
<br />t" M AIRY 1TRN VAAPL4 AM INRTAiATIONR AR. CFTP 9E3;T,n,A4. N MWI TO. — -AiM R A. A r RT
<br />ON6r (P.>tif.7Fil
<br />}
<br />N
<br />P�MIS
<br />&M
<br />tF 1/i1i
<br />+156A, -m
<br />'Y-5' OR LZ%
<br />2 tA#
<br />IBtBW.YEO
<br />, THRO 5 A. 7
<br />-NSA -:2A
<br />i71-$ m !-$ MP.
<br />2 3/.'
<br />L"em1W
<br />17ktN ° at 7
<br />�8
<br />°
<br />s4J.e; -idb
<br />Ir-E$ -4' ON L
<br />3 ,f2'
<br />• M
<br />a a ! 10
<br />• WILD W/ of+i-s4r_t' S& kks a 0~ XT V~ ! wan" Cr PANIL
<br />(VALID ONLY FOR PAN as W & W NISFAl1xms AS PER SEOTCNS 1 rAw 7. a N , mwm 4 & 6!
<br />Pik"" ASO.
<br />OEM
<br />AMM _)
<br />,Amm Nico 8 S .0% MR EA, a a I/r-
<br />APKW 4COMM#
<br />471 or Iml gN
<br />MAIL" PAN EL
<br />U3iQM 1• ifL)
<br />D,PIaN
<br />CF TM-CIEP
<br />gilt-W
<br />PANELA Y FBYIE b
<br />PAYOIM
<br />t M4k78
<br />to OW�EtS
<br />4
<br />m 00NM7E
<br />0
<br />TO E,E
<br />o
<br />7a. LAFRKFTB
<br />TO OWFIEW
<br />6•
<br />WA
<br />RjA
<br />N^
<br />6"
<br />NjA..
<br />a"
<br />?+fA.
<br />. 8"
<br />+Lilo
<br />1 {1oP) -
<br />w'
<br />y,
<br />N/A
<br />PAA
<br />6'
<br />W
<br />41
<br />61
<br />°
<br />8,,
<br />t (69.4
<br />r
<br />N/A
<br />WA
<br />WA
<br />6'
<br />N/A
<br />1'
<br />N/A
<br />R
<br />K/A
<br />3 tTg a
<br />r
<br />IVA
<br />N/A
<br />NA
<br />r
<br />N/A
<br />3"
<br />N/A
<br />Y
<br />NfA
<br />2 (swab
<br />WA
<br />WA
<br />W.
<br />M
<br />NfA
<br />a
<br />N/A
<br />B-
<br />MIA
<br />3 & 4 rLAP)
<br />7+-e OR LESS
<br />OR I=
<br />tr
<br />S"
<br />NIA
<br />N/A
<br />6'
<br />Ir
<br />_ r
<br />Y
<br />6•
<br />v
<br />3 (6OMW
<br />r
<br />NJA
<br />WA
<br />WA.
<br />r
<br />N/A
<br />4`
<br />WA
<br />II ...
<br />N/A
<br />7 �)' -
<br />Jr
<br />A'
<br />WA
<br />N/A
<br />a
<br />6"
<br />1'
<br />r
<br />r
<br />6'
<br />..
<br />4 i 7 (SUTTON)
<br />WA
<br />NfA
<br />,2 1/2'
<br />6 1/4'
<br />t7 11r
<br />6 1/4"
<br />6 1/r
<br />6 1/4•
<br />4 ,f's`
<br />6 1/"-
<br />5 1TaPf 1TAN1
<br />SEE smerm 10 i I I MR M:Imm TTPE i aPw= PDR moll kmm wm am MAC IEI1tG11B-
<br />fdlgite! AN R SPAONA6 AHD, A&6AaN FAOf OBTA M Aft NnCATW ON rM SISIE " FOw EJA LESS
<br />TNNW WlQG1 ON Sp1Ea°E ANaROR SPACWQ MY W.9P11N0 WAIN SHOW W1 Somme St'
<br />1E 1OYOw71D FWWM FOR m OIiWO TO BE Posmr REUSED "WO NG OBm m USK "cm -
<br />S AL Wt BE LIDS THAN MPWW MWO. WLIOATPA FM EACH "NO TYPE AT ANCHORS t=34
<br />4101111110
<br />1f{L
<br />1/4"r
<br />1J41 1f{L
<br />If41
<br />k/41
<br />TMAaB
<br />dF,W.aT
<br />�.
<br />aw)a41
<br />NAFi-eR
<br />w NO"* 0PAGe16 Tn)
<br />a
<br />3
<br />a 3
<br />fd1NQTPaYRa1 NAW.IA BA.!
<br />$
<br />3
<br />A Cf3
<br />LION- anentlrA BA}
<br />'3
<br />a
<br />10 1 31I=
<br />.
<br />3,A$
<br />mmm1)D` mowm-
<br />new
<br />I Wr-
<br />411r
<br />1/4• La .Ste- LONG allM JXWW1 w) INSTA
<br />L,A110N
<br />DETAILS FOR ff&ULAR PANELSa
<br />&
<br />'`� •' ,O.C.`°°
<br />PANEL Law"a, LIP m 6'-W AND 6 1/4' OC.
<br />1NT0EXISTING
<br />WOOD STRUCTURES
<br />. w - •PA/M'(A- rht 0!
<br />d PPniIYAtE & -'
<br />wI ' M
<br />OMIS
<br />96MSW WAtiEBTOR
<br />70 :EUP
<br />All WO
<br />6'-E'Yo.-
<br />A�'"'w.
<br />•iNNEtwA,76N
<br />I I }
<br />%
<br />.•`ifi
<br />to WOOD LLAMA..
<br />0�
<br />EO
<br />L i
<br />1 x
<br />Y
<br />I
<br />1
<br />i,WelaaIMaADF1C
<br />1
<br />1
<br />ALTERNATIVE W
<br />ALTE$TI,AT�I (E, 2W
<br />SC/lE 3je=t'
<br />SCN.E 3j&»1•
<br />1
<br />� SONEDIAE ON SWEET 8
<br />SEEt
<br />go TIN Efi e6 1 •W,,
<br />o
<br />6
<br />OL"a- i 7 g
<br />SEPARNIKIM
<br />k,
<br />_T.MR
<br />ED
<br />aR
<br />iv
<br />Eo EOM`
<br />_
<br />_ I _
<br />-`
<br />_ 1/2"
<br />Eo 4
<br />I
<br />k `1 su4Na
<br />lf{' I,D.. 6/e'ttbl0 OF=IWak•Im
<br />.i Wf 1f4"P-2tPd` SS M L0 6 1/4^ a,c
<br />I j }�
<br />S 1
<br />QDLri3 .i
<br />Im
<br />i 5''y . ( t I.i
<br />c ,
<br />3
<br />'4 faR PANEL T Dow UP TO 6•-11' AND 6
<br />V I UP TO Ir-r
<br />t 11} !
<br />a M D
<br />i - w+w.
<br />d
<br />-.
<br />11/4• it a LENOTPS
<br />mo.PAX
<br />PAw wre �sP P i 1 c waro t
<br />g gunn
<br />W w na
<br />Ai TPRNATI1fL 3W,
<br />ALTERNATIVE AW
<br />t #.:I� 1/2' IAa TFWE+YND V,TG11 AT
<br />iQ' E#P
<br />} 1-91 HATE FOR
<br />214" PGA7E , �'.
<br />„°,,,� U)
<br />a itlOA1wIN1 G',4ATE:
<br />30'J.E 3r6+r1'
<br />'SCALE 3jBr1'
<br />PAL uN To
<br />Aa IEIgRIs kaP ID 6'-e" we,W.
<br />"
<br />LLdI N
<br />6G1tE. 3/M-T'
<br />SCALE 3jd.1`
<br />: SHUTTER
<br />SHORNFOR CLAIM
<br />1, INSULLLAWNS ARE :ONLY VALID FOR BUILDINGS WITH AS.D, DESIGN LOADS
<br />�. • tER' +;4 �,
<br />UP TO +55.5, -72.0 PSF AND. PANSILS LENGTH UP TO W-8',
<br />° s
<br />FLORIDA BUILOI#6 CODE (High V•IOOR :. flu
<br />can* Zone)]
<br />2. FOR NEW WOOD FRAME CONSTRUCTM WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO, 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
<br />.. -
<br />7 PTO.. '.k z
<br />-
<br />Ewm
<br />20 GAGE GALVANIZEO STEEL STORM PANEL.am"
<br />NOTE FOR coI IN.T:TTON R:
<br />I $A9
<br />s
<br />_* 5'T t)F
<br />/
<br />1L Tie O
<br />aBAL PROTECTION PRODUCTS. UC.
<br />Br
<br />oaEt
<br />r'1 ilQ-�
<br />LNe.
<br />MOa sw. et 6MR7
<br />TOP & BOTTOM MOUNTINGS CAN 8E
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />°flF '••.,....:., ••`
<br />qAh `Vx'I
<br />1s
<br />,AA°n,. m- ,w. + r+ 11
<br />»�rWE: {°D4 n.% FND1 pD+)aew-em:
<br />20-176
<br />Na
<br />INSTAILATI4N„
<br />Ap/+HN ftIl1MA- 1EAL/LPDWLAtUItF/QMf7,'
<br />W7,-{epaFTQ
<br />El Wxw a ;;_—
<br />""
<br />1)
<br />I
<br />......:Tea .a• •a �! ea .al a•_. •�
<br />3
<br />V ASP.
<br />1
<br />TAPOON,
<br />CF AP-CiEP
<br />OWL-M
<br />PAWAIE'Amr 0.
<br />$vvwPutwtas"
<br />t10X
<br />SECrOd?WANNNd.PlNA.PRl3v1»ffOWING
<br />1EN6TM
<br />TO
<br />NNC�.REiE
<br />WNMM
<br />70
<br />9L0CR
<br />CONGpETE
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />r
<br />N/A
<br />6'
<br />WA
<br />6'
<br />N/A
<br />1 & 2 (TOP).
<br />55.0. -72.0
<br />B"
<br />7"
<br />g'
<br />S'
<br />9'
<br />9`
<br />9'
<br />9"
<br />B'
<br />9•
<br />I (BOTT�OM.).
<br />5'-01 OR LESS
<br />-
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6"
<br />N/A
<br />6'
<br />NfA
<br />8`
<br />N/A
<br />1 & 2 ,IKJ
<br />+55A -72A
<br />9'
<br />S'
<br />9'
<br />8'
<br />9'
<br />7 1I2`
<br />B'
<br />9'
<br />S"
<br />9"
<br />, tBotTOM)
<br />- S' 0' TO T-C
<br />+55 q 72D
<br />a"
<br />NfA
<br />NJA.
<br />N/A
<br />5'
<br />NfA
<br />6"
<br />.NjA
<br />$'
<br />NfA :.
<br />1 & 2 (TOP')..
<br />)
<br />f 7'-e TO
<br />S"
<br />d"
<br />9'
<br />9
<br />B"
<br />6`
<br />w6'
<br />B
<br />6'
<br />I (BOTTOM)
<br />mQmm Asa
<br />PWON
<br />FOF
<br />:,a I cow f 6A' kw. rem LOP R +i"
<br />MR E (EwO • r YW mw Top OF ANNL)
<br />Pt2*5 is
<br />wy PTO?
<br />MAXIMUM PMtEL,
<br />LENt1H i' tR.)
<br />t
<br />ILL-0-5
<br />3' 3"
<br />41/2 4.ij2"
<br />2 (BOTTOM)
<br />7`-6` OR LESS
<br />+52.$ --MO
<br />3' t 3"
<br />+" Ir
<br />2 (9oTf0Y)
<br />7'-6` OR LESS.
<br />+55A -7"
<br />2 1/2" 1 2 1/2°
<br />4. t 3 1/2`
<br />2 BOTTOM)
<br />T-6` OR LESS
<br />+55.0 -72.0
<br />2 1/2' ) 2 1/2`
<br />N/A X N/A
<br />2 (901TOM)
<br />7'-6' TO
<br />+56.0 -720.
<br />N/A MIA1
<br />2 (BOTTOM)
<br />7'-r TO 8'-a"
<br />MAXIMUMA.11,DESIGNtRES��ANQCORRE����IH�
<br />MAXIMUM PANEL LENGTH *0 *&KDULE
<br />LAMCAKE ml I & 2 INDICATED FOR IS fiA9=_Sr M PM91
<br />cnxu ON eueeT.i'�.
<br />A1lAtYk u." (ry;L)sAAN AWmIw wflMOY71t. El
<br />an
<br />72AT r-s>:.
<br />3f4'
<br />SEE SHEET 15 FOR AIMM T'NE & SPNIM Pat. WSIALL91M 0170 WORD M" O BULOBA.
<br />WNI" AMMM WACM AND WMAW ELSE rM= ARE RID, UM DIN TIZ SOwMftE. FOR
<br />E.D. I75s 71" PgAd= ON ROMKAE 0190.IR:E AND" SPAttm BY IIAY1PLYM SPACM
<br />SHOWN ON SCHEDULE B7 14 TOW WO10 FACWRL FM THS OPERATION TO BE POSSIS.E.
<br />JIMM SPACBI6 WOO UNK FACTOR SHALL HOT. E WS THAN LWw6RN SPWM
<br />INWATW FOR 11" ANICIWII TM AT MOMS tME4b.
<br />J00m Ttl!E
<br />alp
<br />No. 44167
<br />s * 1 •Ny : Mr
<br />a2tlm iktG9. Pc 20 GAGE GALVANIZED STEEL STORM PANEL D' W,
<br />B C O 1Nc. GLOBAL. PROTECTION PRODUM LLC.
<br />4m S.W. of STREET
<br />SAYE. m3T3t4
<br />9 �n+,. NWw 9, c�Aftb11M ARYN6(66060-1344. OW(B6♦!w-a'9] 20-176
<br />1eer.r na e r twWwN6 Na
<br />MAX#MUM
<br />A..1 DESIGN ERfS UK RATING (a.s,f.) AND CORRESPONDING MAXIMUM
<br />SPACING SDHEDULE FOR REGULAR STORM_ PANELSti) A Q INSTALLATIONS
<br />INTO ExISTING FC�yO.�NCRETE do CONCRETE BLOCK �jI2UCTURES
<br />(VAUD ONLY FOR PANELS L& QOWALATIONS AS PER SECTIONS t THRU 10, ON SHEETS 4, 5 &. 6)
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<br />NIA
<br />NfA
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<br />6`
<br />6'
<br />6'
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<br />N/A
<br />t (43QTT0M)
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<br />N/A
<br />N/A
<br />N/A
<br />8"
<br />N/A
<br />8'
<br />N/A
<br />$"
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<br />NfA
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<br />$"
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<br />6'
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<br />N/A
<br />3 (HOTTt1lA).
<br />$"
<br />N/A
<br />N/A
<br />N/A
<br />6"
<br />N/A
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<br />N/A
<br />$"
<br />NIA
<br />N/A
<br />H/A
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<br />8'
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<br />4'
<br />$'
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<br />4 & 7 (BOTTOM)
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<br />6 1f+'
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<br />5 tTOPft%I1TOM)
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<br />N/A
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<br />6'TJ4"
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<br />5 1f4"
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<br />6 1/4°
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<br />6 1/4"
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<br />6"
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<br />NIA
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<br />$ 1/4'
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<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6 1/4'
<br />S 1/4'
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<br />SEE REE:TS STD, i9 NW. ,2 FDA AN(3LORSitPE A SPACWG fqe BSTALiAfla# NLo 11900 F71'IAE BUOOINN.
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