|
_. ... _ - ANCHORS (SEE SECTIONS ON SHEETS 17. 18, 19 a 20) --_ - - - -
<br />s MAX 3A/17, M/17, SAJts, SB/17, 45/17. 9/10. J- MAX.
<br />1' 4M 6AWI 4, 7AW/II & pWJ20 WWI 7Bw/19 t B/w/20 T' MM.
<br />D.M..,(4) . - _ -
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<br />,. - - _ . -. .c _ -. - __ . ....
<br />A aL t I. M9 j Ai 41Ax
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<br />'{
<br />LOGtd f LIFE S4iflY - I : = ,
<br />nala /DrtaH Da.Bxs - - - 1
<br />3" ;m 3AJ,7. WIT, 5v $I vc Ml aryAa�r ap wAwePp RR6, 3B/I7, 4B/11. Will. 3• MAX..
<br />I• MN. 6AW/19, 7AW/19 & MW/2D EXTERIOR 40w/19, low/IB a sew/20 ?' MIN.
<br />- - - - . -.. I ANCHORS (SEE SECTIONS ON SHEETS 17. 18. 19 & 20) -. _. - - - -
<br />OPTION #2 E j8 LIFE SAFETY STORM PANEL,U) ELEVATION
<br />SCALE 1/16--1` I/e ,Mx NP
<br />F
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<br />SCALE 3118'-,`
<br />MAXIMUM A.S.D Max, PANEL LENGTH
<br />MINIMUM SEPARATION
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<br />DESIGN PRESSURE L (ft)
<br />RATING (p.s.,,) (SEE SECTIONS)
<br />TO GLASS
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<br />+55.0. --72.0 8'-H"
<br />2 3j4"
<br />1 UNBOLTED
<br />I
<br />114' TAPCON ANCHORS
<br />INSTALLATION QUAILS
<br />INTQ EXISTING
<br />FOR
<br />POURED
<br />-I/4` TAPCON ANCHORS
<br />QPTION
<br />CONCRETE
<br />92 FOR�LIFE
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<br />3A
<br />WALL REQUIRED MG INSTAUATION
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<br />WALL MOUNRTING INSTALLATION WALL
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<br />S(rQKAE RED £D. NCH Tt4A( INDICATED ON
<br />3CIEDIAE REDUCE ANCHOR ON SCI BY
<br />SPACING ON SOTKWLE
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<br />AD116. 60 90r BsOBe>q
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<br />BY
<br />BY THE ll To at FAL•tORs FOR MLS
<br />FoL' FACTORS
<br />DPACON, TO K Pp54NLE. MOtttA
<br />, ..
<br />-.'45 ---_
<br />SPACING THAN M RA, FACTOR iDICA NOT
<br />F I.EAC MAN OT TYPE SON SCHEDULTEI)E
<br />FOR FAL9N ANGHOW TYPE ON 1H6 SO,Kp,N;p
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<br />BUILDING CODE
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<br />POURED
<br />OPTION #2 FOR UEE SAFETY
<br />CONCRETE OR CONCRETE BLOCK
<br />STORM
<br />STRUCTURES
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<br />_
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<br />* 9' DC.
<br />' t' O.C.
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<br />ACKM 8BA BON 1
<br />RIC1DIt
<br />BY THE FOLLOWING FACTORS FOR HMS
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<br />- .._. ___..
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<br />WNCWD OWTANED VWNC FACTOR SHALL N7T
<br />RE LESS THAN Me4.W SPACING INDICATED
<br />FOR EACH A CI OR TYRE ON 74 6 SCHIMULF
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<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM lN5TAIWLATjQN DETAILS FOR OPTION J2 FOR LIFE SAFETY STORM PANEL *YaTW rfaW L Ho,Es_ v R, _ waG 6, P gKLm=
<br />INTO E!4I TiNG WOOD STRUCTURES I INTO EXISTING WOOD STRUCTURES 1 E-T HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E-D) HAS BEEN VEIL F,EO FOR COMPLtAKE IN B 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND PANIJUATE FEMALE ID & PAMELUATE PLUS INTO CONCRETE _
<br />_._ __ _ .. _ :. _ d -
<br />- 4 1.- . .. f #- ---� t .. ACCORDANCE WITH THE 2020 ON EDITION) 07 THE FLORIDA BUILDING CODE.. BLOCK SHALL BE 1 1/4' �I
<br />r I . I _ ) - t ... $N�^��-'- I .. �':.L , }- .' DESIGN WINO LOAM SHAALL. BE DETERMINED AS PER SECTION 162DOF' THE ,ABOVE MENTIONED COOL, B.2) MMAN)M EMBEDMENT OF ,/a"W X 7f8' CALK-N ANCHORS SHALL � IS 7f8' INTO CONCRETE �
<br />7 _ _ + -� .~ �... FOR A MIND SPEED AS REQUIRED BY THE JLIR90K:TION WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT PITO ANY FOOSH MATERIAL SMALL BE PERMITTED. C`%j
<br />`__4
<br />_M .- W17W NEARER 1. W;;O!, I+ffDER . ;I ,. WOOD NEALWR J WOW 1FNMER - -,. F FOR A DPiECTONALRY FACTOR KO-0.85. USING ASCE 7-,B AND SMALL. NOT EXCEED THE MAXIMUM (A,S.D.) i f4' t-20 S$ SiDESYALK BOLTS USED SHALL BE LONG £NQI:GN(S11di10 ANY FTNISN IAATERIAL E)tb?j TO 4 . 14�iRED _.._ Of]uITE:S `. REOVRIED >. - RECU12Elf ) .- IDS -p
<br />. , IN ' - ' ': 1/#'4 7APCOti O 6. O.C. 1/4'e TAPCON O 6. 04 DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2S & 26. ENGAGE 3/4• IWO ANCHORS. 00 LL,
<br />,/4•. TAPGDN O 6. O,C. ), 1 It UPCCN O 4• DC ."' ---.-. - t .-' 1 -_ .. Oft 1/2' Mitt THREADED 4
<br />,I J-�',jI({+ IJ4•. TAPCON O M O.C. ;' _ t/.'e FAPCON O $` OC. r Ye/1 /2• Nth. THRFMkT1 IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WOO LOADS DETERMINED PER ASC_ 1-i8
<br />f • - W//, t/T' MN. RiRFAdEd { f A/i t/2• MIN 1NREAOEO .. 't[ ,'" '- W(I i/T MN. T191F1OE0 �t , . _ RE tJT' MN. tNFCEA4Ep i ., .f PEInETRAtIDN AT WEIR j j ! PENETRtiWN AT WS-0D $Wi,L BE FIRST REDUCED TO A5,D. DESIGN MAMA LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER 70 B:J) IN CASE THAT PRECAST 5t0NE, OR PRECAST CONCRETE PANELS FOUND LNi THE EX4iTiNG WA1• t'� '-„
<br />( �i.P - PEiNETRA,i(Ok AT WOW WADER t}t {;., IRE TRMnUN A7 WOW i I:.,, ,, � rroN AT Wn00 .-.i R TIDtf AT WINO L--,,-
<br />I ,I HEADIER ;! ( ? HEADER TO COMPARE THESE Wf MAX. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 & 26, ANCHORS SAIL BE LORD ENOUGH TO REACH THE Mi STRUCTURE RE'.4WO SUCH PANELS, ANCHORAGE' � C. � r- C„7
<br /># 1I ,I , : i�11 r,. 1 ,t: '. ) 1 SHALL BE AS MENTIONED M 8.1) A10 M 0.2). t•3
<br />/ icm f , I IN CIDER TO VERIM THAT COMPONENTS AND ANCHORS ON THIS Pl,a AS TESTED WERE NOT OVER STRESSED, A 33% INCREASE to C"I
<br />_ 1/, , a `/ a ,' .{ - t/2' a T' 1/2' a/a• N .`. ,f2• 11/#• IN ALLOWAEKE STRESS FOR WIND LINOS WAS _„{DINE USED IN THEIR ANALYSIS.. FASTENERS SPACING TO WOW HMS BEEN _
<br />i Ja" T t 4' ! ;�
<br />'. 1 -I /_• :I I t I,.. I / I MP-. _.. _ - _ I ! 1 M.Y. DETERMINED IN ACCORDANCE WITH H.D.S. 2015, !C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDAMON5 AND SPECIFICATIONS Of THE ANCHOR'S Q.
<br />1 - + I _. 7TP i 'j I ) i R"•, s , P „ - I 2• - < NP:A.._ -I WgMt IfEAOER 1 r 1 r ; MANurAGr,ItER-. -`/S Q A.
<br />i I' , .Y, I 7• ;,,�- I '{ 2• _C 9 _ 1 1 I -.. _ M;p. ;, ' 1 WOOD HEADIER _ H STORM/ PANES 5 AAEQLtACY' FOR IMPACT AND FATIGUE RESISTANCE tA5 BEEN VERRtED ik ACCORDANCE Y6TH SECtKJN Ib26 DF t/. CV
<br />2'
<br />Aim. a�,
<br />Mn.. Mtn I T;.. N Mn REOVIRFDREOL#RE0 1 ' I I1 !T SHAL. BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER 4e9 = cu
<br />i I':}i .1 THE ABOVE MENTWMIED CAW'. A5 PER FENE51RATrON TESTING LABORATORY- INC. REPORT 2A32, AS PtROSOCOLS TAS-?Oi, IS 70 M ATTAGWED TO INURE PROPER MICMOR#CE THIS SHURER SWILL. ONLY BE ARACHED TO CONCRETE. &.GC='K "< CV ...,.0 1 ' 1 _j 7 ,��y. .. %r�a4,� {b, ... 1 SAS-202 AND IAS-20J-
<br />!I } (L. ,.. COxT I CL^t'IT. H_,. i WNr. ,�_ rw. . �"", Cote. OR WOOD FRAME BUILDINGS.. �
<br />I
<br />H _- W -. 2. T141S SYSTEM HAS RUN DESIGNED TO BE MSTALLEO ON THE OUTSIDE Of THE OPENING ACCESSING 'I* OPENING FROM THE � 03
<br />,
<br />j i i � ! T".` ` ,.'� {k .W-'q I L-.I r �7 1 I __ p� 1NSJbf W/O THE USE Oi A IADO[R WT LIFT 'FINS APPl1CATKktl IS YM.lES W/tEN INSTA.tATIDh i5 INTENDED TO B[ PFRFORMET} 12, THE INSTALLATION CONTRACTOR IS 10 SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS _ -
<br />i *.JAL 3 {$ ',Y i - j {" `,,.y .J.-' E •.np-} I- �. _E' FROM THE ,KSIDE OF STRUCTURE. CONTACT WITH THE RUMINO ,0 PRMNT WIND/RAIN INTRUSION CAULK AND SEA. SHUTTER TRACKS ALA. AROUND FULL � �
<br />1 EXsnTG f �`tU � f FAvmc S - 1ce, q W. %cRwAtror LENGTH DO ,_ Q
<br />HI URA% 1O 4tVss 1 SERIES 1W0 INS7.&i,AT*N IS APPLICABLE TO SINGLE AND DOUBLE HUNG STYLE WINDOWS WHEN INSTAUAFION 5 REOUIREO TYJ BC ( 'l" NIP. CLA55 _ GLASS '-spictivI, - iii
<br />1 � PANEL LENGTH wi WKE„tD E i PANEL {I T {�HIT I; +'- (SET i PERFORMED FROM THE INSIDE OF STRUCTURE 13 SPURN PANEL INSTALLATION SHALL COMPLY WIT# SPECS INDICATED IN THIS DRAWING PLUS ANY BUI4DWO MILD ZONING � m
<br />. TONMTON (SEE NOTE I BELOW) 11. PANFL LENlCM EXISTING f SEP+MTHONI (SF[ "DIE , BELOW) �' ' I MK. MHWAI4)r. GLASS" 1 } REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. #L3 DO 'm
<br />i I
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<br />AN.1. 6ENC,H
<br />e
<br />' i { I -� IMa 4. SERIES 2DW INSTALLATION R APPLICABLE tD SINGLE WINO DOUBLE HUNG WINO F/OR(20NTAt SLIDERS STYLE WINDOWS WHEN
<br />( 1{e'4-ZD4W I , - ( NOTE I WLCAGLASS TD Qww 1 - ( :;. {SEE NOTE I RVOW) �.._I 5 � PANEL ttNGTN ! PANEL LEwciH INSTALLATION IS REWIRED TO BE PERFORMED FROM THE INSIDE Of STRUCTURE. F4 ATRIUM WI AN DOORS, INC.E Z HANG STORM PANEL SYSacM IS Filli POIDI IT
<br />ax 1rwEt ,e) i"Tsf£ saa,mMr - I WINDOWS I 0 - •. '
<br />Cuss '- ';. 55, M.S. WI ' _. •. Dx RUI ,p I 1/a•.-2iNI� ,.` ' E]ciSTRki : ON •Rwaa Is) ( (SEE NONE ILifA') 1/a a-2m1• , L (5£E NOTE , BELOW) '- m
<br />I 4 tI !i 54. M..s w - -_ I S -j. 9. +LLD ALUMINUM EXeRUSIONS TO BE 6083-TB ALLOY AND TEMPER (UNLESS OTHERWf(SE NOTED) 15. (a) THIS PRODUCT EVALUATION DOCUMENT R.E.D.) PREP THIS ENGINEER LS GENERIC AND DOES NOT PROVIDE � ^-
<br />I ](b"! . 3ESYi .. ) E. i. r 7 $'4 . 3 ((2• _.. _ Gt.155} 5.S M.S W/ �,T .. i I / l3 , - - �k� '-j iNfCXRMATION FOR A SITE SPECIi1C PROJECT. l.e- LYNEAiD THE SITE CONDRiQNS DEVIATE FROM THHE P_ED
<br />I > WINO 40 I '., :4 $, , _ ) WIND NUT , h_ _ j 6' - _ Ii WNG N1f13/32' t. b. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 31O5-H14 ALLOY. �'
<br />_. •-.. -, ", ._.. ... - ',. - -_ `' .-- 6- (D) CONTRACTOR TA BE RESPONSIBLE FOR THE SELECTION, PURCHASE WINO INSTALLATION INCLUDING !AWE SAFETY OF
<br />t F I : I I ( 7. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL, ASTU A-653 GRADE 50 Wip- GALVANIZED STEEL THIS PRODUCT BASED ON THIS PE.D, PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED Ou p
<br />1 9yw I t�;'e TAPCp4 ♦ e y��_ : - i i I _ H DESIGNATION W/Fy- 56.5 w (AFTER ROLLED). THIS ODCUMEN7 CONS'TRUCDON SAFETY AT SITE t5 THE CONTRACTOR'S RE5PQN51&L1TY.
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<br />'T i 1 O.0 Wft t/r s ) ` - 1 '
<br />' I ." I I I PENErRAT" AT ' _: - se ". ` � W 6.. ALL SCREWS TO RE SINNI.ESS STEEL 304 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL. AS PER CAN (C) THUS PRODUCT EVALUATKJN DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. ,.,..
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<br />W i 1 MDYAOIM OF PLATE: L ._ _ - 500t8 W/ 50 iisl YIELD 57RENGTH AND 90 A4t TENSILE STRENGTH & SH4L COMPLY W/ FLORIDA BUILDING CODE SECTION 2tt 1.3,14
<br />r' ? W'fiA /� (e) SITE SPECIFIC PROJECTS SHAD BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL
<br />! 4"ft i . 9. WITS TO BE ASTM A-307 GALVANIZED SYEEL, OR AN 304 SERIES STAINLESS STEEL, WITH 36 Kr; MINIMUM YIELD STRENGTH BECOME E fNC NEER >F RECC RC (E.O.R.) FER THE PRWEC AND WHO WILL SE RESPONSIBLE FOR THE PROPER
<br />��+---� t 1 ` ' 1I t ! x 6• j ,- %, i I'��. USE OF THE P.E.4 ENGINEER OF RECORD. ACTIAM, AS A DELEGATED ENGINEER TO THE P.E.A. ENtpN&''R, SHALL
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<br />H N I 10. ANCHORS TO WALL SHALL BE AS FOLLOWS: 511RMIT TO THIS LATTER T11E SYTE SPECIFIC DRAWR'Ki5 FOR RLTAEW
<br />EjA 'I T. y�, Im , ,,,, i} I .j..-'-- H. ,.i..._ ' � - ( '0- .." - {e) TINS PEL sH LL BEAR THE MATE ANo ORIGINAL SEAL AND SIGNATURE OF THE PRDPE'S.IONM ENGINEER OF
<br />ED. ' _� 1 EO { ��� , j EI " #' , EI iq)$ I yq I.�. l i ----- RECORD THAT PREPARED T
<br />;..) :T ':. ..._ ._ _ _ I _ t _-____) -. _ _H I 't" _ ^ . I I I .'1 W e• 1/i•P TAPCON AKHORS ASS MANUFACTURED SY i T W. BVLOEN, BK. (MIN. Nt-31B2 P s,i.)coin i `•j� I 1/4V-20.3/4'1 S. M.S. WJ I `$. STORM PANEL MANUFACTURER'S LABEL SN4L. TFD Y - AI .... - ( �Y - '. ,'1 ,_.•- 1/414-21T.3/4'" MS. W/ EO. 1 - W- , � E0. - ? LOCH ON A READILY VSIBLE LOCATION .T STORM PANEL IN
<br />_ j'� _ ('$t i ram., - if#• W x /$ CALK-N AkCHR)RS, A5 MANUFACTURED BY DEWILY !NC (ITN. 1•L,P3000 O.s., 5,JI =i$'A s Z'7 W t �,, f ]fe s.3f32 'WING NUT 1 ". L :}INS L .} - -"! - �t4-1D PANELAMtE FEMALE iD & pANE1MATE PLUS AaCH . AS MANUFACTURED 'BY ELCO CONSTRUCTION PROOLICT5;7/r.. 3/32" WINO MINI I - , / t WASHE 313F' NDI NN 'L ACCORDANCE WITH SECTION 1709.9.3 O F FLORIDA BUILDING CODE ONE LABEL SHALT. BE PLACED FOR EVERY OPENING�" WASHER O t2 1/2 O.0 - '"""-'wASNER {BEYOND} ED .;y, I EO T I {t'<-3350 p.s i )UIREUNG TO COMPLY WITH SECTION 1709 94 OF THIN' FLORIDA BUILDING CODEWASHER O 12 1/2' DC .f NUT WASHER (BYOND) I I C _ L -- 1 _ 3 I: I I t'i•. TApCON O $' D.C. I 1 i'e LWCWN O 4' O.0 ( {.. 1 4•0 TAPCON O B' (Lt. { -.+..._7/8"t . 3f32" LONG NUS I _.. i 2 A4N T REIOEO I. AI) MINIMUM EMBEDMENT Cif TAPCON ANCHORS N10 POURED CONCRETE SMALL BE 1 3/4' AND 2' POP PANELMATE
<br />/ ! FEMME IC & PANEIAATE pELdS.
<br />Ta'T) W/ $RX)) I - '. {`'-` - TJST/ SnW) p 5 2"A4' WINO PLATE { 2•.4' WINOPLATE 72 7f6'4 r 3/32' W,NG NUT w , ,/ 2 MN. MVWIDF11 W 1 I/2' MN 1HNT'A)TH t 1. OF PLATE WOW MIF ...r#•WOW REOt1RED `, : WAS -HER O 6 ,/4 0C REQUIRED ^E WASHER O (BEYOND)
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<br />.'. "8_.. RE O 4 I/4' O.0 W1f STOW ,. .' • fi tJt' OC. WIT if$' � ANY flN15H MATERIAL SHALL BE PERMITTED
<br />EOUREO D �I.L �ilNLJiS?ALL�_ PE • A-2o Ss SIOEWALk BOLTS USED sHAL1 BE LOIN Er OUGH(sN wLD AWY FINISH MATEiPA EXisr TQ ENGAGE 3J4'
<br />2w•f ' R gUBPE WALL M,pjDNTING INSTALLATION W M ING I TION MIN. THREADED NTT 181 w MIN. THREAM PENETRATION / ` ) IM,- is
<br />TERNATIYE 7AW O REGULAR PANEL TI AT MIDWIDTH OF PLATE {} AT MIONNOTH OF PLATE INTO ANCHORS MAW,
<br />WALL MOUNTING INSTAIj�jION WALL MOUNTINGS (NSTALLATK2N 81- dtFERSA VE 76W __- _ __ i. A ) IN SASE TyKT PRECIS? STONE. PRECAST CCklCRETE PANELS. OR PAYERS BA rOukC 4N TOE EIDSONG WN OR ERA" Nil AA
<br />ALTER( TTVE GGAW �TERNAiIVE $BIN SCALE 3fB -1" O LIFE SAFETY PANEL �T
<br />REGULAR PANEL O LIFE SAFETY PANEL scu 3/6 -1' WALL MOUNTING I a ILLATION(j. MDIDNTINO I({Ai F ATION ROOK, ANGI ORS SHA L BE LONG ENOUGH TO REACH THE MAN STRKTL RE BF HNC SUCH PANEis, ANCHORAGE swu . `�i`:' �CENS ` j%'•W
<br />SCALE 3fe•-1` SCALE 31$'=+" PnT+W l O REGULAR PANEL �v AP TINNN(11 Af`�otTA�• PAN � � i
<br />ALTERNATMYet N AUERNATIYE..a9>et BE AS MENTINED IN A I) AND IN A2).
<br />r ......,., r., a LIFE SAF�� PANEL ND, 44167
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<br />,.:ENS ,! SCALE J/b'-T' �a4~�'•\fiENS '--: /9 $ SCALE Jfe•^I, (B) IiE_EKH`.1L"S.e-_E,a'.._AA;: = *: 1r 'w:'`
<br />��' �% '? FLORIDA BUILDING CODE (High Velocity Nurricar's Zons �. E FLORIDA BUILDING CODE N(h VelocityNUT cons Zone - 1/4' IT TAPCON ANCHORS AS MANUFACTURED BY ITW. B,KLDFX, INC FLORIDA BUILDING CODE Ht h VeioO Hurrfcons Zons
<br />T P6TAWTIONS ARE DWLY AGIID FOR BUILDINGS With AS.D. DESIGN IDADS 2: '
<br />UP TO +SS.S, -72,0 PSF AMC PAREL'S LENGTH UP TO $'-e• 4 4 � S .-TWO RROt. Ac F. 1� NO 4Ai(i7 E mwo q,Ox,. Nc 20 GAGE GALVANIZED STEEL STORM PANEL FP - I/,• 4 x ,/B' CALK-M ANCHORS, As MANUFACTURED BY DEWALT INC {Fm-tSDD Pis. .) p'•, Ar W� TA,EGD. Nc FP.
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<br />2. FOR NEW WOW FRAM CONSTRUCTION WOW MEMBERS. t0 BE SOUTHERN I_ NSTALLATK)NS ARE ONLY VAUD FOR' SUILDINGS WITH A.S.O. DESIGN LOADS : �[ ,L ,4 ^�4. -'w.. , _'4�
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF O.SS OR FT3Wl. * :- ± * : ... PRODUCTS (Fm-20t1 p.ri)11
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<br />Z. FLORIDA BUILDING CODE Ni h Vs(ocil HurrEcant, Zoned
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<br />}'.-.. TOR CONCRETE ANDIORS: SEE 4ENOI1' 3• -! _ �:LL.., 1'---•-._ _, _ •_.-0 rTLTERNAIE 40
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<br />O� NG SHALL ALWAYS E PROVIDED WJ
<br />TIDN 1000 RFAN IWROLE TO FM.1UTAlE NSTALATN)N
<br />K INIENDCD TO BE NST.W.ED FROM
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<br />3/3r NOTES - SMA 3J32' - ,'
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<br />CPnt TRACKS TOP & BOTTOM. (2)- END PANELS SHALL ALWAYS BE CONNECTED TO EXL NG SILL WALL BY MEANS OF
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<br />($j SHALL. BE PROVIDED AT TOP OF SLKTt PANELS, SHALL 8E CONNECTED TO {2I W/ 1//4'w-20x3J4 5, W// 7 3//12"
<br />WING NUT OR 1/4'r-TONS MM. MUMBSCREW MILD iAPPED(EXCLPi AS
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<br />{B} . BE PROVIDED AT TOP OF SUCH PANELS.
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<br />(4j. IN CASE THAT END PANELS ARE NO• CONNECTED AL BOTTOM MECTE {:TO A STOP BAR FOR INSTALLATIONS WHEN END PANELS AND SOME INTERIOR PANELS ARE CRRECTLY
<br />IS ONLY USED ID TOP) AT LEAST TWO ROVES $,iSUC � CONNECTED TO BOTTOM TRACK MOUNTED TO EXISTING SILL WALL MEANS OF PANEUAATES.. ONE WMRKXR PANEL
<br />SPECS LYWCATEO ON NOTE (3) ABOVE IN SUCH CASE, CONNECFOh Of PANELS MAY BE USED JOINTLY W/ TRACK ({.J, AT BOTTOM ATTAOHNG BOTTOM TRACK TO WALL
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<br />10 BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION W/ TWO PANEUVATES FOLLOWING $PAGNO SHOWN ON ELEVATION AND Wj 13 7/2"
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