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<br />----7�` i
<br />� i� . " , I I !�, I --- , TO GLASS.
<br />I I I . (SIX SCHEDULE
<br />�;i IM"m'. 1
<br />I . ON
<br />. . I I -
<br />. , , I Swu 3) 1
<br />1 SHEET I I) '. �h (4) Q ;�.,A,',- 044 1 ;.-.B�q
<br />P � 1 I "
<br />1 1. 1
<br />1 I i � , ., . �! - �-- L- - -'A - 2 - �� - . - I
<br />, . I �
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<br />Lj!� "I
<br />,�, 'I � . ,.,� I
<br />I : k I . I � 1:i - *L, IASI,
<br />',* % , I I'll � I I ;�� -1- ---------, PANEL LENGTH
<br />- , �� �L - 4) WOOD ANCHORS , =1 "'i I W SCHEDULE
<br />��2w' "-- , , � ' �
<br />) � .'-- .ti I -
<br />I , L (SEE SCHEDULE ON- - - )N SKEET I FOR
<br />�1- ..",
<br />I i; -0 ��
<br />. 1 1/4* 1 �- -- I
<br />SHEET 11) , SPACER "
<br />, �
<br />'.1 40 � MAN. .: INIX
<br />810106 ..IV-" Tm- "It; I - SPAM : -)
<br />" . I I - - -AT or IT."
<br />;;1.
<br />1, I I I
<br />.1 � q � I I � t i I 1� LENGTH I - wx
<br />I I , I WOOD HEADER .� - " � : ED I -�
<br />1* ; 2 : I I
<br />REQUIRED
<br />',r' I , � - .
<br />I .1. - 1� � I I � MI. � �';� - I . I
<br />. I __,_::: I
<br />4 I I
<br />'I, I , i : L CI) L ED - I
<br />I � 1 , L I i -.1 I � I I
<br />. - . 11 I -�- .
<br />; I ; � I , 1 -- -
<br />_U'Ll �' I L I I @ I "� 00 2 ALUMINUM iAAC65 i 12 1/7
<br />... A
<br />I i � I ix ME I a ON SHEET 'I L)
<br />I Idw I . I NOTE . "I FOR UNSTATIONS FOR
<br />- -(I) � I
<br />A SEPARATE" i IV MAS, 0 : 1, MAN, : I , I I'll SLU.VES
<br />i �:: 1 Is' LONG
<br />PANEL LENG114 ' : '
<br />r-( 10 GLASS - I PANEL LENGTH A i
<br />Skv SCHEDU11 WAEM" "Ll I '� ij
<br />(SET: ,�
<br />I (Sur scHmu I . I �
<br />ON ww 3) 1 1 ON SHEET 3) - AVIft MATIL FEMALE ID OR PANEL KATE
<br />ON SAW 3) 4 I �
<br />A I �, I � � ftUS (SU SCHEDULE ON SHEET I 1)
<br />A "' #
<br />] I
<br />-
<br />A 1� I ..-.��- A W. ! .. .�. :1,
<br />. ".
<br />I � I I - . I .
<br />, =10= A SEPIARAINDN I
<br />,-., EXISTING 1 2',4* WOOD .
<br />EX*Tw*-A
<br />- L -2 To=. 1
<br />L � GLASS - PLATE REQUIRED
<br />GLASS I I I (
<br />I r Sa
<br />- -�i)
<br />SKEET 3)
<br />A I ON : DIRECT MOUNT W/ SUPER ib
<br />I I L - � A * I -
<br />I � 4 - , r, L' : ALTERNATIVE MI
<br />I I SCALE 318.1,
<br />: -10 -FILW77L : - 14
<br />11
<br />I . , . L--.-Jl . I 0 12 1/2. O.C, SEE TABLE SHEET 11 FOR MAX, PANEL LENGIMS &
<br />MAX XJIGON
<br />. � - DESIGN LCIADS FOR THIS INSTALLATION.
<br />I : Or IL .1 - I ` � I
<br />I : - - MAX.
<br />@ 4 � :
<br />� i , " � -- =
<br />- � '' 48-��-
<br />. 1 A I
<br />77 - : 9 12 112. 0 C , 1, , , . I I I 11 -
<br />�
<br />--.---------------- --1
<br />E6 . ,."7 . ,, - FLIT ! .. . � I
<br />WOW ANCHORS
<br />jI - - --mompumils U L. I I I � 4� - i ** NM. ;
<br />v I I --- I I "L. L. I . I I STAGGEREID W/ SIUD
<br />t .. . -:--i--� - ��; 1. �;: (SDC SOMMULE ON IFOW 8A UP, a I ,/a- Las W.
<br />�
<br />I !; ---- ---- - I . . , I � SHEEI I 1) (1) ox&"A"= 5 m A ONE Whom PALO"* Ow Ir-O'
<br />I VAN MUM WODY AM
<br />4 *A= I
<br />I
<br />,.,. v"m i I . . � 001�� ON 'art"
<br />kEONAkb DAMB "a" I IW:C:J� I,)
<br />'
<br />PLATE i
<br />: �1 �J L'ro
<br />,4=*MS
<br />. ! , I i SF/ 'I.. I * MIN REASTATTIA To FRATER U=jq I j j !�� . �," 1-'J-. L U
<br />. 4 U 4 , � =MTEg I 'A Amomme am new commoman 04 vwft Mo romm" 0 OR I
<br />=W1EY ,,' - f A
<br />AS SHR ;W&Zr=/4 i �
<br />: (SEE SCHEDULE ON ARE 1. ---- - - . : $K%L w omm MAOAM 0 4 tle at
<br />�
<br />;MsioAlgs;r
<br />, ii� OWAUM Oft . I A VcTm nm
<br />- I SKEET , 1) 12 1117 04, OFAMM &IWO 09
<br />I
<br />�
<br />I ; � � ��! I Swwr 0
<br />�
<br />L I , 1 , � � (I) WAIMEA! AMD OMM MINIMUM
<br />. SAIRSIS a '8% -0 P'tL 1 (31 NAA 24 AM PANEL LEARN 15 IWO 70 "' AT ANY OPENING
<br />:j
<br />--� L I 15 A W.I. FROM IIWM PANEL IDOM . IN
<br />'I, - - , " I I , L. MIS
<br />(1) *Vow $raw PA0011, LOW" 4 WALL MOMM a MOUNT SCHEDULE. SKEET 11). I
<br />7L. ALTERNATIVE 2W (4)1 Ilr OWN, WAM OWWR IRA MOLL K Al NOMM ON I
<br />(.1) IMM FARM SOMUAM IS OULT I so 6 11! I
<br />I
<br />OM AN COOM WOOD FRAME WALL SCALE 3/11-1" mv IT VARALLO"of ', Y.r I" V.m 44 as ME, I
<br />rhm,11w
<br />: j IMUD TO STUD SISTER 1. TRESTS 3 SIT OVER19D ff ON
<br />SCALE, 1,11". (4) ostulAum IMUG ONLY MR we I 9-Min Mom am 1w IF* torwo OF "a "I~ ,
<br />. OJLDM am �
<br />I 200 1. 2 & 3 AM AM A I
<br />Hob�& I
<br />-- - ---.-----.--.- j A. :____________-----!
<br />....
<br />..............
<br />a=. .. , %�CEAI ... .. FLORIDA BUILDING CODE (Non High Velocity HUE catme za".111
<br />NATION OF SE : I INSTALLATION ARE ONLY VALID FOR MAX. A.S.0 SIT : No. 44167 `1 I - ftwax -1 24 GAGE GALVANIZEO STEEL STORM PANEL P,
<br />DESIGN PRESSURE RATING (p.a.f) AND PANEL LENGTHS : ormh w,
<br />, :*
<br />TOP & BOTTOM MOUNTING'S CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR . *
<br />COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') 1'. STATE OP;:::- ' I GLOIAL PROTECTIONPRODUCts, Lm '"I""W"
<br />"' ' - IL ECOtme. ON.
<br />jNSIALLATiON ANSI s. a TRASSET -
<br />..IORIO IMMIL Ft- in
<br />ep.iw ---Wr.o ,
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD lootel-I )RII-nme. =(M)IM-Nmr, 20-175
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC NZ i; ***' - --
<br />CAIMMIS - . .mw- MR, OR"" "
<br />I DENSITY Of 0.55 ON EGUAL MALM A AL 1 i 1
<br />I r k,mlp ;, I -I-,. 011q, -0 , it , 11 "A am a OF so
<br />� ,
<br />I I
<br />(C) m ... ...... -
<br />MSMAPA�NCLSHOWNOIOM !GMIKONT
<br />79 AAZ��� (P E 0.) HAS BEEN VERIFIED FOR COMPLIANCE * ACCORDANCE . I TAPCOM ANCHOR& AS M"WAC11IRM 04�1'wmmleuluxxl INC
<br />WITH THE MO (7th EDITION) Of THE FLORIDA BUILDING CODE " SIORII PAMM SNAIL NOT ISE INSTALL" AT WIN . # 14_1 0 PWUdA1E FEMALE 0 AND PARELMATE PLUS WMORS, AS MANUFACTURED ill ELCO CONSTRUCTION PRODUCT%.
<br />VEUDCIrY HURRICANE MAIN (MMM-OADE / BROWARD COUNTIES). - 1/4'0 LAG SCRCW& PER KID S
<br />DESIGN ININD LOSADS SHALL BE DITE"INED AS PER SECTION 9609 Or THE ADM MENTIONED CODE FOP A BASIC WIND - 7/16'0 . 5/8' WOOD 91,1940K, AS OTSTRIBUTED BY AU POW KREW. BOLT a SKCIALFT CO,
<br />&MO AS REQUIRED BY tHL AMMISDIC74001 WHERE STORM PANEI WILt ATE INSTALLED. *MO FOR A DIRECTONILM FACTOR
<br />KO�O Its. USM AWE 7- IS AM SMALL 40 EXCEED THE M&KINIUM (AS D) DESIGN PRIMATE RUINGS INDICATED ON SHEETS C I) MINIMUM THREADO) PENETRATION INTO WOW OF TAPCON ANCHORS SHALI THE 1 1/2' AND W' FOR ILCO PANELAIATE PLUS
<br />3. # THIN 12 A 17, Is AND PANIELMALE FEMALE So
<br />IN ORDER TO VERM THE AW4 "AIDNITION, ULnMATE DESIGN WR40 LOWS DEMMNED PER ASCE 7-14 SMALL BE FIRST
<br />REDUCED 10 ASO DESM PRESSURE RAIM BY #AArft'MNG THEM By 06 IN ORDER TO COMPARIC 741CITE W/ MAN (ASD) 172) MININIUM THREADED PDOETRADON OF LAG SCREW. INTO THE WOOD F1%AmE uwt SMALL K 1 1/2' NO 11,01111ADED
<br />DCSICM PRICSSVRIE RILTINCS INDICATED ON SHEETS 3. 9 rMRU i2 A 17. 10 PIENETRADON INTO STUCCO SMALL K CONSIDERED AS PAM OF T4C RCOUM THREADED PENrTRATION
<br />IN GAGE TO VERIFY THAI WHORS ON THIS P.M. AS TESTED WERE NOT OVER STRESSED, A JJJI INCREASE IN AUOWAUL
<br />:ORI
<br />STRESS WINO LOADS WAS I= USED IN THEIR AFUIkYStS FASTENERS SPAC04 TO WOOD HAS BEEN OETIFIRMINACO IN us) m"wm EDGE DISTANCE or LAG SCREWS. INTO 110000 $HALL BE AS ITMICATED IN THIS DRAWING
<br />ACCORDANCE WITH N.D.S. 2018
<br />STORM PANEL S ADEQUACv FOR IMPACT AND WOO RESISTANCE HAS BEEN VDITTIM IN ACCORDANCE WITH SECTION 1 We, 11 OF CA) WWAUM KNETRA OF WOOD GUSHING SMALL BE 5/6' 1/4- 0-20 SCREWS USED SHAtl K I 1/7- Low MINIMUM
<br />THE ABOVE MIENIFONED CODE AS PER AMMCAK TEST LOS OF SOUTF1 FLORIDA KPORM #0014,01-01 ANO 10211102-09, AS SHOULD STUCCO Mt, AND I* MINIMUM FOR WALLS WITH NO STUCCO.
<br />1 2-09 & AM E 330-02 STANDARDS. AMU AMERICAN 71VM LAM SOUTH FLORIDA REPORT 0112301-10 AS PER C.5) DS
<br />AND TAS-203 PIROTOCOLS. AND AS PEW CALCULATIONS PCFFFORMIED IN ACCORDANCE IS/ SEC" 1604 or THE IN CASE THAT PRECAST =04, OR PRD:W CONCAVE PANELS. STWOOD OR WOOD BOAR BE FOUND ON THE EXISTING
<br />;AS-s'
<br />LORIOA MAILDIFIC COM IFALL, ANCHORS SHAa ARE LOWG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS
<br />ANCHORAGE SMALL BE AS NENUONCO IN C I), C 2) 4; C.4)
<br />2 ALL ALUMINUM 1EXTRUICKS TO IV. WO-16 ALLOY AW TEMPER (UNLESS OTHEAWSF NOTED) SEC IIHICIFT 2 (0) ANCHORS SMALL Ilk INSIAILED FOLLOWING ALL OF THI RECOMMENDATIONS AND SPECIFPGAI)ONS OF THE ANCHOR'S MANUFACTURIR.
<br />3 &I& ALUMINUM SHM MITAt USID AT rLOSURES SRA,L HAVE 310-M14 ALLOY 8 PANELS MAY ALM K INSTAU0 4ORIZONITALLY FOLLOWING ANSTAULATION DETAILS SHOWN ON SECTION I THROUGH 6 (S"EVIS A
<br />4 AL. STUEL WEI METAL PANELS SHIM-L HAVE STRUCTURAL OLIALMY SIM. ASIM A-053 GRAM 80 MINIMUM, G-W GALVANIZED IMPOUGH 5) EXCEPT THAT HEACC." (Z & (D StUILL NOT BE USrD.
<br />S12 DESIGNATION W/fy- 22 2 No (ArIER ROHLED). 9 It SKki. Or " RESPONVIOUTY OF THE COARRACTOR TO VCR" THE SOUNDNESS or TK STRUCTURE WHCRE SAMER IS. TO BE
<br />5 ALL SCREWS TO Of STAMESS SITIEL 3014 OR 316 NSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER GIN ATTACHED M INSURIE PROPER ANCHORAGE. THIS SHUTTEP SHALL ONLY ATE ATTACHED TO CONCRrTE. INLOCK OR WOOD FRAME
<br />0.111,001m.
<br />50018 III 50 kmi YIELD STRENCIM AMD 90 kiP TENSN1 STRENGTH AND SMAU. COMPLY AT/ fIDRIDA BUILDING C*DE %CION
<br />241133.4 10 EACH REGULAR =111110 PANEL WITI LENGTHS QVCR W. AS PER SECTIONS 1, 7, 4. S. IS MO ALTERMATWS IN ' 3W &4W ON
<br />SM" A. S. 6 A 7 AWSPECTNELV: SHALL HAVE A U[CW AND READILY VISIBLE MAWNG INSTRUCTING OWNER ON TENANT TO
<br />DOLTS TO K ASTIA A - 307 GALVANIZED STM, OR AM XIA SERIES 57AINEX55 SIM WEEK M hu MMAQV STREPAith
<br />a YICLO - SECURE PANELS WITH APPLICABLE WNFORCEMEW DURING, PERM Or tWARICANC WARNING
<br />I ANCHORS 10 WALL 94AU BE AS FOLLOWS 11 tMf INSTALLATION CONTRACTOR IS TO SEAL/CALAY, ALL SHUTTER COMPONENT EMS WIHCH REMAP4 IN CONTINUOUS CONTAO WITH
<br />THE RYUM TO PREVENT WIMIG/FUUN INIMUSION
<br />(A) miawm-POURM
<br />- 1/4'0 TAPCON ANCHORS AS MM"hCT~ ITY IT,* GUILDEN. INC, Thin V-sM p I.,) 12 STORM PONIC. INSIALLATION SMALL COMPLY IWIM SPECS ThANCATED IN tMr. DRAWING PLUS ANY BVWING AND ZONINa REGULATION -A
<br />- PROMED, BY THE JUMPSGICTION WHERE PERMIT IS APPOED TO,
<br />:/4* 0 - ?/9' CALX-4A4 ANCHIM, AS MANUVACTURED By OETNAII INC
<br />- /41'11t�: 3/4' SOLD -SET ANCHEIRS, AS DfSTr49U7M BY ALI SONY SCIFEW, BOLT A SPECLALFY CO
<br />(111� -Y.Vo P'...) Is (a) THIS PRODUCII EVALUATION DOCUMENT (PE-D.? PREPARED BY tMTS CNIGIN, "A IS GENERIC AND DOM HOT PROVIDE INrOFtNAt`OM
<br />. 0,4- 'a PANELMATr FEmALf 0 III PANCLUkTIE PLUS ANCHORS. AS M~ACfURED BY ELCO COWURUCTION PRODUCTS. FOR A SITE SPECIFIC PRWCCT. .e. WHERE THE SAn CONDITIONS DEVIATE FROM THE PED
<br />- 1/4"S 1AJAAC WAIN WHOM AS MANUFACTURED BY DEWALT. *C (b) COMTRACiost To BE RICS-CUSAILE FOR THE STIrCtION. PURCHASE AND MIALLATTIGN, ENCLugm UIT SWETY or THIS PRODUCT
<br />1) SW.O ON IRS PEG PROMO HC/SM[ ODES NOT OnAAIE FROM THE CONDITIONS DETAILED, DR INS DOCUMENT
<br />A MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL K 1 3/4'� 2" MR ELCO PANELMIAtE AND CONSTRUCT" SAFETY 47 $a 5 THE 00WRACTOR'S 41ESPOSISOUTY
<br />I .,/A' FOR ZAMAC NAIUIN ANC4001S,
<br />(C) THIS PRODUCT EWLMVION DOCUMENT *U BE COVISADCRITI INVALID If MOINFIED
<br />A.2) CAUN-IN AT SOUD-SE7 ANCHORS SMALL BE EMBEDDED 716- INTO OfE POURED CONCRETE NO EMaEOMENT "To
<br />SIUM SMALL 13E PERMITTED, 1/4' *-20 SCREWS UM SMALL BE I I/Z" LONG MINIMUM $MO= VVCCQ EXIS!, (6) SITE SPECIFIC PAUUECTS SMALL BE PREPARED BY A FIORITO, REGISTERED ENGINEER 00 ARCHIFTECt WHICH WILL BECOME THE
<br />AND I? MINIMUM FOR WSLIS "Tit No STUPCCAO. AND MAY et HEADED SCRM OR ALL THR[AGED SCREIVS */O HEAD. ENOWER OF RECCRO (E 0 R ) FOR THE PROJkCT ARD WHO WILL BE RESPONSIBLE FOR IkE
<br />OLIT WITH WINC MUTS PROPER USE OF THIE P ED ENGINEER OF RECORD. ACTING AS A OELEXAM ENGINEER to 101
<br />P.E.D. ENGINEER, SkV.L SUBMIT 10 �HTS tArrEA YWE SITE SFTCV0C DRAWINGS FOR W.vww
<br />A.3) IN CASE THAT PRECAST $TONE, PRECAST CONCRETE PANELS, PAVm, STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />EXISTING WALL OR FLOOR. ANCHORS SMALL OF LONG EPSOM- TO REACH EMT! MAN SMCTI.IRF BEHIND SUCH PAR" IS) 7"15 PEA SKAU. " THE LATE AND ORIGINAL SEAL AM 99MAILIRE, Or THE PROFESSIONAL
<br />ANCHORAM SMALL I* AS UEKnOWU IN & 1) AND IN A2) ENGINEUT OF RECORD IKAT PREPARELD IT
<br />(a) TO JDWNC flUTICREM.-MUOUL111" Awv�-gzjg 14. SHUTTER MANUFACTURER'S IAAEL 24ALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />: TAKION AMCMn AS MANUFACtURED 111Y � I W BUALDE1. INC. PANEL SNUTTER 04 ACCORDANCE WITH SECTION 1109-9.2 Or FLORIDA BUILDING CODE ONE LABEL
<br />- 1/4 SMALL ARE PLACED FOR EVENT OPENSOD LABELING TO COMPLY WITH SECTION 1701111I.3 OF THE
<br />,
<br />- /4: . 1/5' CALK-44 ANITHOWS, AS MAMUFACrUKC BY DEVIAL1. INC FLORIDA 8UP.DIMr CODE
<br />- 1/4'0 X 3/4' SOLSE-SET ANCHORS. AS DISTRLRUTM BY ALL POPET SCIOEW. BOLT A SPECIALTY CO
<br />" Al
<br />- 014-10 PANELMIATE FICNALE to AND PANELMATIC PLUS ANCMOAS, AS MANUFACTURCIT I" FLED CONSTWMTION P 'Illuld
<br />-
<br />"' '
<br />A.
<br />- 1/4- 0 ZAMK NAIUN ANCHORS. AS M"FACTURED FF DCWAU. INC 'It" �; ... I
<br />"� '
<br />1. ..
<br />' ...
<br />.
<br />.
<br />. .
<br />'-� .
<br />- .
<br />91) MIMIA;M EMEROMM OF tAPCON ANCHORS. ELCO PANTELMATIES AND ZAMAC WAN ANCHOR. INTO THE .
<br />�� .
<br />t,NCEN .. FLORIDA BUILDING CODE (Man High Velocity Nww can* zo")
<br />.
<br />SLOCP UNIT SMALL BE 1 114- - .
<br />4-*14%.
<br />.1 * .Mo ALIVA). ft -
<br />92) CALK -IN & SOLID -SET ANCHORS SHIALL BE DMODFO 7/9' INTO THE COWRETE BILOC" UNIET. NO %,44 7 '. 24 GAGE GALVAAM VEEL STOMA PANEL 01MAN wf
<br />t
<br />�
<br />-
<br />STUCCO SMALL K PORIFTIED� 1/4- S20 SCREWS USED SMALL ARE 1 1/2- LONG M(NNOM SmOVLO 40 F)OST. TIT, --- �
<br />,
<br />AND I' MINIMUM FOP WALLS WITH NO STUCCO. I inam Pwwmw PRwUm, U.C.
<br />STATE
<br />1 .. MIL
<br />� IL Ecom,
<br />zm
<br />-"`/"`U""-
<br />, , . `400 A. 21 S1Iw
<br />,
<br />FOU ... ... **
<br />0,3) IN CASE THAI PRECAST STONE. 00 PRECAST CONCRETE PANM, STUCCO OR WOCID BOARDS BE A�Oql I . , - j-7%rU= "MINK)STAT. 20-175
<br />:Iks,.��
<br />0051114C *ALL ANCHORS $KILL ATE LOW, ENOUG" 10 REACH THE MAIN STAUCILSK BEHIND SOON p I - a" - z
<br />- - WINANS .
<br />ANCHDRACE SHOLL BE AS MENTIONED IN 8.1) AND IN 52) �4
<br />--I MI. 15139
<br />,% - - -uw,,,w,
<br />- . %::� 7-T-L.- 1 INT.- 1-1 INEFFISE16
<br />I I
<br />INSTALLATION
<br />INTO POURED
<br />,--r.1"II =71r"T"
<br />DETAILS FOR REGULAR PANELCI)
<br />CONCRETE OR CONCRETE BLOQK
<br />CONCAM
<br />,. . v"C0mQ,:=OCx
<br />STRUCTURES
<br />;:� ,
<br />Rroth"r,
<br />.1, MMMM.
<br />CONCRETE ANCHORS 'r'
<br />CONCRETE APICKORS --
<br />ON
<br />(SEE SCHEDULE ON a
<br />SHEETS 9 rft%OUr" lo�
<br />02
<br />(SEC SCHEDULE
<br />SKM 9 TNR*WU04 10) � - (�),
<br />EXISTING POURED
<br />CONCRM OR
<br />--
<br />-.I
<br />I I
<br />I' ,
<br />Co"Com kopm
<br />MON= . .03 "' - a .
<br />I-
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<br />St .�, .
<br />:
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<br />�� ,'��,
<br />; �� .;J;� - - , - -
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<br />I (SCE SCHEDULE ON
<br />Lr ��
<br />[I-. Do �-,,. - -
<br />. . . . . ..
<br />;
<br />.
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<br />I SEPARATION
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<br />,
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<br />SEPARATION � I "
<br />� lum FOR vomm.
<br />- 4 TO ' Lam vm r-er)i
<br />i
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<br />FIT (SEm1E SCHEME
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<br />(SEE OULF
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<br />, :
<br />ON SHM 3)
<br />4 PANEL LENGTH
<br />ON I
<br />I �
<br />I
<br />I
<br />: (SEE SCHEME
<br />I ON SHEET 3)
<br />0 I
<br />I 1
<br />It, M- IMIT, SEPARATION 1, mw
<br />GLA3S I LENGTH
<br />FANIF1 LEM97M A(S"10SCMEMI: -
<br />CONCRrr[: ANC*IM I
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<br />1. INSTALLATION ARE ONLY VAUD FOR MAX A,S.C, : .
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