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<br />OPTION #2 FOR UFE SAFETY STORM P NELi D ELEVATION
<br />SCALE 3/1r-,• tp- IAA. w
<br />SECTION A -A
<br />SCALE 3/tr-I'
<br />E WiTiPTIZE. 6•l4 n
<br />MAXIMUM A.S.O.
<br />DESIGN PRESSURE
<br />Max. PANEL LENGTH
<br />L (ft.)
<br />MINIMUM SEPARATION
<br />PANEL
<br />TO CLASS
<br />CONOITgN
<br />RATING (p.a.T.)
<br />(SEE SECTIONS)
<br />455.0, -72.0
<br />V-B'
<br />2 3/4•
<br />UNBOLTED
<br />.- TAPeoN ANCIOIQ
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<br />INSTALLATION DETAILS FOR OPI10IN
<br />INTO EXISTING PO RED CONC
<br />1!4' TMCON ANCI10R6
<br />CONCKM \
<br />FOR LIFE SAFETY STORM PANEL SYSTEM
<br />OR CQNCRETE BLOCK STRUCTURES
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<br />OR CONCRETE }
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<br />1 4' TAPCON ANCHORS 1 4' TAPCON ANCHORS
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<br />INSTALLATION DETAILS FOR OPTION #2 FOR UFE SAFETY STORM PANEL SYSTEM INSTALLATION DETAILS FOR OPTION #2DtMEIEEL NIO7ES• t►ALn E_z 44YID crew IARNBL sysrBBl
<br />INTO EXISTING WOOD STRUCTURES IN
<br />EXISTING WOOD STRUCTURES 1. E-Z HAND STORM PANEL SHOWN ON THIS PRODUCT EIAALLATON DOCUMENT (P.ED.) HAS KEN VERIFIED FOR COMPLIANCE IN It$) MINIMUM EMBEDMENT OF TAPCON AN04M AND PArELWTE FEMALE ID A, PANELMATE PLUS INTO coNCRETE
<br />ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORKA BINDING CODE. KOOK WALL K , 1/4•.
<br />`V
<br />.'_t A...�I. L. .1. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SMIM 1620OF THE ABOVE MENTIONED CODE. 0.2) MINIMUM EMBEDMENT OF 1/1V0 U 7/6• fatal-N ANCHORS SMALL BE 15 7/8' INTO CONCRETE. p
<br />�Hppp ?� ` FOR A HAND 9►SfD AS REOUM BY THE JUHMOICION WHERE THESE SHUTTERS ,ALL K INSTALLED AND NO EMBEDMENT INTO ANY FINISH MARRAL SMALL K PERMITTED,
<br />FOR A DIRECTIONALITY MP ^'"^^'•MPS `ham '� I M �/ `hf 11// 0DESKIN PI RATER WSINDO'�ATED ION SHEETS USNO 25 & 26. SMALL NOT EXCEED TIME MAIIMIW (ASD.) 1/4• 0-20 ss SoEMWX BOLTS USED SMALL K HANG ENOIIDN(SNOULD ANT Pass" MATERIAL Env) TO N s - 1 4'/ TAPCON • r O.C. I , 1 1.01 TAPCON 0 a- IOC. ENGAGE 3/4• INTO ANCHORS. -
<br />, •. TAPCew • r oc. , •Y 1APe0N • Y QC. 1/4-0 TAMN a r O.G I •Y WPCDr/ • r O.0 I �1 1/� MIN. nRFAO[D // // IN 0=0 TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-18 ✓
<br />1 III TIMAo[0 , ,// RBI. T/OMAOED -- 1/� t T/2 III. tNRWADm U \ I ---�, t/r lll. 7wMAIm / 1 N/RTIN110N AT W000 \ ` T PpETRAIIpN AT WOOD SMALL BE FIRST REDUCED ro ALM DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.4 N ORDER TO B.3) N CASE THAT PRECAST STONE. Olt PRECAST CONCRETE PANELS BE FOUND ON THE OOSTNO WALL
<br />\ / \ ri,DN AT WOOD \, \ P TIM{IOM AT MOOD �` / \ P21aTIMIigN AT ware .\ , ` MPE TqN AT W 0 ./ \ / HEADER 1 1 \ HEADER TO COMPARE THEIR W/ tax. (AS.0) 00" PRESSURE RATINGS INDICATED ON b4cm 20 k 24. ANCHORS SHALL SE LONG DO" ro REACH THE MAN STRUCTURE ■IMw SUCH PANEL& ANCORWEHIMAIR
<br />MIAM O
<br />\ % / EIM/ SMALL BE AS MDTICED IN SA) AND IN B.2). t.
<br />( i IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.[.0. M TESTED WERE NOT OVER STRESSED. A SNE *CREAKO•
<br />,,:- „2• Y „ 2. .., 1/2• ,/.- 1/2• ,,,• IN ALLOWABLE STRESS FOR WINO LOADS WAS JIM USED N THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS KEN �[
<br />/\1 �• ) 1/a' '/'• 1 , • 1, ,/•• \ �,_ / \ \ 1) ANCHOR$ SMALL WE INSTALLED FOLLOWING ALL Or THE REDOINWMt10Ns AND SPECIlGT10N; OF THE NNCIOR'S •� U- � '
<br />w•. J \ �y�y� \ DETERMINED N ACCORDANCE WITH N.D.S.Io.sots. MANUFACTURER,
<br />,� 2.1` T�J' _..__' ! ` f1 w000 HEAOjIR ' 2' �' wow HEADER /I 1l T ,� I T_ '-----1 STORM PAKL•s ADEQUACY FOR IMPACT AND FATIGUE REE6rNKE MISS BEEN VERIFIED N ACCORDANCE WITH SECTION 1626 Oi 0.
<br />yn,\ REOAIED--" J' \ I ; THE ABOVE MENTIONED CODE AS PER FEMES1MTON TESTwC LABORATORY. INC. REPORT 12032. AS PROTOCOLS TM-201, I1 T SHALL K THE RESPONSIBILITY OF THE CONTRACTOR TO VERFY THE SOUNDNESS or THE VNXTURE WHERE SHATTER �-
<br />1 I I _ TAS-202 AND TAS-203. Is TO BE ATTACHED TO INSMR PROPER ANCHORAGE. THRS SHVITER SMALL ONLY K ATTACHED TO CONCRETE KOCU
<br />I
<br />2. THIS SYSTEM WAS BEEN DESONED TO BE WMALLED ON THE OUTSIDE OF THE OPD" ACESSOIG THE OPENNG FROM THE GR WOOD FRAAE BUEDpJCS. C
<br />t } I ; �4, I INSIDE W THE 115E OF A LADDER OR LIT. THIS APPLICATION 3 VALID WHEN NSTALIATKNI IS PNTENDI D ro BE PERFORMED wt
<br />rAA stNNwA. i I I 4nARMAow 1 FROM THE INUX OF STRUCTURE. 12. CONTACT WITH THE BUILDING TO PREVENT IWIND� ALL sWRTER CAULK N r EDGES wWCN REMAIN w COMIUND F \v
<br />1' oAW6 - - pE AWa'F"'aN V N. a,Ms Aa RANI ' � I 10 ILM I , I JL SERIES WOO INSTALLATION IB APPLICABLE TO SNFAE AND DOUBLE HUNG STYLE WINDOWS MAN INSTALLATION IS REOU M TO K /'� NJTRU310N. CAULK IFW SEAL SHUTTER TRACKS ALL MOUND FULL � Y
<br />SLIAVOW! I --.DEL 60mae - i - OHa Ao1mA6 I PERFORMED FROM THE rsIGE or s771A1cTUIRE. f 3. STORM PANG. WMALLATION SHALL COMPLY WITH SPECS NOIa1TED N T165 DRIMnNG PLUS ANY BuaDBO AND zA)NING
<br />PANEL MOTH on A1•Et 10 I •L• � PAIMI 12T14TH . OP1Ir M I i � w A,aT IU 1 ^'
<br />r o/AAT•N , 11WR 1 BELDAt1. >ON)' -�'_ ($ MOR , BELOYI) a tIRI / Y-20,)' �1 PA11[L ,BFLOw) ••'•'10 M"f"" 1• M.. I l' 11., a••A W
<br />' R1tLa u3M1N ' (LEE M0a I Sam I 1• �'• � � I 1 REGULATIONS PROWUHM BY THE JI11bWICiION WHERE PJMOT I6 APPLIED To.
<br />' , 4. SEINES 2000 INSTALLATION IB APPLICABLE TO SINGE AND DOUBLE HUNG AND HORIZONTAL SLIDERS STYLE WINDOWS WHEN
<br />DAIS - O904 - I 4 tle 61111w �- i ; PANEL LEMMA-'-iL�-' _ '"� PAN6 LEF10R1 INSTALLATION D REQUIRED TO BE PERFORMED FROM THE N60E Of STRUC11111E. t4. A7MJ41 WINDOWS AND DOOR& INC. E - 2 HMC STORM PANEL SYSTEM- If ILBOR PEdq. (� C
<br />p 61Aw , _ dABi '• aJ1I ' . - pK ' w Net tQ (SCE NOTE I BELOW) 1/4-0-2G1^ _ V--- A -- (SEE NOTE I BELOW) �-
<br />_ 1 -• --.-- -W^ - LL N WT1j ^' I !.LASS 1 ' S.S.M.L b� '�-<"'__. L ALL ALUMINUM EXTRUSIONS ro K 3063-T6 PLOY AND TEMPER. (UNLESS OTIEBW18f NOSED) 14. (a) INS PRODUCT EVALUATION DOCIxiWT (P.EAJ PIEPARFD BY THE ENGINEER t5 OEIEJNC AND DOES NOT PROVIDE (1) E
<br />--• ■ - S• IMFOIIMII7KIN fCl A SITE SPECIIC PREAT: 1.•_ WHERE THE SIZE CONDITIONS DEVIATE FROM THE P.E.D.
<br />RK AawA- J�---
<br />W � I S. ALL AlI1MNUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-H14 ALLOY. (/!
<br />. J I i1 oC .._ I r_ J'--"` _ (D) CONTACTOR TO BE RESPCN6WE FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF Q O
<br />�. NOIdOm �^ I - iT _. __._. - 7. ALL STET SHEET METAL PANELS SMALL WNE STRUCTURAL DUALITY STM ASTM A-663 GRADE SO Min.. GKVNQED STEEL IMPS PRODUCT ham oN THIS P.E.D. PRDOED HE/SHE DOES NOT OEYMTE FROM THE CONDITIONS DETAILED ON ,- U
<br />\ �....... OElIOIMTIOH W/FY- SW.fI AN (AFTER RCLCD). TIRE DOCUMENT. CONSTRUCTION SAFELY AT SITE 4 THE CONTRACTORS RESPOF19B6M
<br />.7 _..� '}'I�` L ALL SCRENS TO BE STAINLESS STEEL 304 OR 316 ARI SERIES ON CORROSION RESISTANT COATED CARBON STEEL K PER DIN (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED WOW V MODIFIED. N U Q
<br />iwww a PINE --.--_-+v✓- .'- .-. WGIS W/ s0 Iql YIELD STRENGTH AND 60 Ill TEIISRE STRENGTH 31 SMALL COMPLY W/ FLOINGA KADOW CODE SECTION 2411.3,14. 1! SITE SPECIFIC ` l4
<br />7 �} V I O Pw,EcfS SE BY A FLORIN D"IEEAN On ARCHITECT MNp1 WILL
<br />Y Cf/r I -� S. WL73 ro K ASTM A-30T 1w.vANI2Eo STEEL. OR ARSI 304 SEIaEs STAINLESS Slut. wrrH 3e MSI YNNMRIM YIELD STREINCM. BECOME THE ENGINEER OF RECORD (( E.O.R.) FOR THE PROJECT ARID WHO WILL BE RESPONSIBLE FOR THE PROPER 3
<br />uS[ or A�TRD
<br />\ • - ; I tD TPMESALA THE %; RETARD, bIWIIM 6 :M R' EGAM E KWW TO THE P.E.O. EMIN EER. SHALL
<br />I ! ,o. NrJHORS ro MALL SMALL K M !BLOWS: srtE SPECF,C w N 4 Q
<br />/ ! I ; ( m m�±Av ( TE AND ORg1/1N SE/O. ND SxRMTURE OF THHE PROFESBIOIML ENOINRR OF
<br />i 1 N rrn Ow BE75. •) 7HI5 P 40. SMALL BEM THE QA
<br />_ , RECORD THAT FREPARm T. R
<br />i 1i
<br />/. .j .� 1 _ t __I _ _ I J A 6. 1/$0 T .. IAS MINUFXFURED BY DENA T . c-31S2 00 p O_
<br />1/•'4- _ TAPCON A/DIIOR$ AS IIMAA'ACTUR[D BY T W. SIRDEx, N. F ,yam
<br />+ OONR. CENT. 211W4•LL M.S. W/ \,,/4Y- ••S.S. MS W/ , _ IS. STORM PANEL MMUFACTUER'S LABEL SHALL SE LOCATED ON A READILY VISIBLE LOCATION AT SfoB1 PANEL IN 'A V .TIN
<br />U��hw7• - - 4 14- 0 x 7PALE7.WT�E RFEA1LfID-IM AMCOh •PANF13AA7L ANCHORS. AfTLMMl1FACRlRED-3B1�ELCO�LE)ANSRIUCTION PRODUCTS. J O
<br />V ! I . • i IIASNQ WOIO Hirt i'' -7' _._._.l A- - /COMPLY
<br />BE PLACED FOTI EVERY OPENANG. -
<br />WAIDL rM '� / , AC ELING O OM Y WITH ECTION3 70 FTDROA HE FLO OOOE. OM LIBEL sHMLL � y -v
<br />U i I, 7/6Y y32' ,HMO IMF \ I I 7 ]/37' 4Y0 • ,! 1/2' O.C. WASMEIt (KYO10) i 0. (ra•3SSD P•••i•) tAKLR/6 ro COMRV WRIT SECtON ,703.3.2 ai TIME FLtx4IGA BUILDING CODE. .- L- L
<br />\ I , FARMER • 12 1/2' O.C. } `; . wilDt (BEYOND) I 1 , 4-0 TMCRI a r Ot. I i' I '
<br />I , 16 TAPOON • r O.a , •Y IAPOON O r O.C. I I Roar q AA) WRAN BASED" OF TAPCON ANCHORS INTO POUED CONCRETE SMALL BE 1 3/4- AND 2- FOR PANELMATE - %a.- it
<br />L I I l L .. I 't- 1 1 YN. 11ORAOFD ' I ,, L7/6'O 3/]2' NSNW Art I l 7 ■ 7
<br />.,y /f / / ,i 2'N' WOOD_ /B'O 3/32' WWO MIT 7
<br />I i 1, (ST �, I (SYAGGOBO Pp�MTpN ... rEMKE O k PANElYAIE PLUS. MaBEB w/ BAUD) •/ D+D) I � AT MOORDN 1 !,� � T5A I
<br />'.. a' MIGRor-rlw&wm1--L•,�-.l t MP►i LpADN I �i.�.���� I' OF
<br />ODaFUIE •Z IE01NRm f-I , ( IWPK■ a 6 ,/4' a.t. gEaMp \ -}'.�.. 'I I I� 1MWNER a (BEYOND) A2 MINMUM ELIBLDME/E 01' , PO x 7 CALK -IN NICHORs SFMII K rs 7 W^ OJTO CONCRflE. NNo EAIBEDMENE INTO
<br />Or PLATE PLATE' • •oar NYAT[ /14-10 PAREIAATE �' j , It•-,0 RMNEtANtE I L.i_I-LI` 1 I ) ANY FINISH MATIERAL SMALL SE PE ITm. /
<br />.._-- Ye•• N000 PUTT _-------i'N' N000 PAR[ 0 t/MIN.n"4' O.CD w 1 r I 1' y f 1/�4MOC W t 7 -� I ? I 1 I I t/•• 0-20 SS SIDEWALK BOLTS USED SHALL BE LONG ENpWH(SIQIRD ANY FINISH MATERIAL E705T) TO [ADAGE 3/4'
<br />�OIMRm REQUEIm AT MDOWN 0r PAIL I i l I' AT MOWIOTM Of PLATE \ AIM 21111MU�`S
<br />1.�1• t II INTO ANCHORS.
<br />Bn2t S/B•-1 • AMQNKMlowlATM !WALL M A A ' - I _ A3) IN CASE TINT PRECAST STONE. RECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE EXISTING WILL OR !•` A.
<br />r�L
<br />saAE a/r-- SCALE 3,r.1 A WALK 3/r-+• A• TI FLOOR, ANCHORS SHALL BE LONG ENOLIOM 10 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. Mp10NAME SHALL �•:' �C
<br />BE AS MENTIED IN At) AND N A.2). � '••-•-
<br />• (a) TO EXISTING CONCRETE Au- AMU: P T!WT EA ...11/T No.44/87
<br />■� �?? �a sF PIAIUDA wlLanD CODE MI h II,IM1LOM Zon6 WALE 3/W.t' � '\%�'EN$f ' SCALE 3/6'-1' FLORIDA SUILDOG CODE ■ VelocityNurrlWom Zone - 1/4' 6 rAPCON NOMORS As IINUFALTUREp BY l.T.w. BUEDEx Nc. * * rUMM NUIUDRIG CODE Y NMrF1aNM zoo
<br />I. NKAUATgNs M ONLY AWL* FOR BMAOM OI N A.S.D. DiBxN LDMS
<br />w TO •"A -72.0 PEF AND PAIBL'S LE WIN IP 70 r-r. � 4 � • ; * Sam 110000. •IC. rr. � � NO 44167 oom Aim ft 20 DUDE OALYANRED STEEL STORM PANEL F.P. - 1/4^ 0 x 7/9' CALK -ON ANCHORS. As WNIJFACRRED BY DEALT INC. (rm-tsar p..J.) �.4`••. Fl . '� as= w+a• ND 20 CAGE BKYAMIZED STEEL STOW PALE. FA.
<br />20 SAGE DALVANLTED STEEL STORM PANEL BAIII NY •R BRAN tar: - I14-10 PANE1.'AATE FEMALE HD AND'PANELMATE PLUS ANCHORS, AS MANUFACTURED SY ELM CONSTRUCTION l I,. OR■I p,
<br />2. FOR NEW 0000 FARM[ OOIIINIRTOIL MOOD AEIRA TO K sOUlllmol 1. UKTALLAWNs AM ONLY WLD FOR 8UI DOW WOW AS.D. Dt$M LOAN a * ;. * ��
<br />PRODUCTS (r1n-2071 "J.)
<br />►ON ND. 2. W/ SPECIFIC ODDITY OF OM OR EOAIL *% W/'M/A6R UP 10 f55.5, -M.0 PY AND PANEL'S LS OR UP ro B'-B•. � �� A/IR/Ag1 67/N/NN
<br />PROTECTION PRODUCTS, I.I.C. pMt L OR NEW � ODO/D C�TRLICTI tBE oWOOD M � TO K SOUTHERN '�O ina. MIME n rips a .SAL • HYPE a w,f �
<br />• L "� 4ON La OI DULLY 6� fOAO UI, N INEY
<br />•�'•., LQ« : «DA La A, snNET OR10 , ` PRO�:IOiS. U C.
<br />ATE PROTECTION esww��ANS� /�
<br />as •. W. w>pq wWrt �' FL ri3N 2D-1%6 �•'' M)06-t6M not. �}s� m �• '� � SAr O AMC. �TECTI�N
<br />W. a,■ • FPS[. 20-176 •■. R.R� AA�M nxFE (EM)sr-7O.E nw: (N4)AAF-atl7 zo-T7e
<br />�.L� Yin , •, r . • , tx0 •n-w, wa... {Aq OIFMO. ti , OIN W-.•w
<br />F'sSlp . ti . M.4NI-tsr I•! ANIM6 6Ln gy'rs NAL Dy ONNrf1 oRwM 1e
<br />►1. fAN,/aawMEJMT[ A J■.. ►L •• fIWT ■A I ■
<br />CA-OO wit w• r MWNA NY q N71••OOW71� P t a• BKT M M M
<br />NI PL >aL/WaM,AgA/a1E A flWr A'. L _ AAIT a 0/ N
<br />COMPONENTS FOR SERIES 2000 & 1000 E-Z HANG STORMPANELS
<br />(SCALE 1/2-1)
<br />----..�.. -- "-"---- ---.. ___._ILIA• (TOTAL
<br />1.�^ -,
<br />IRA
<br />JAC
<br />O.tLM' N TTHICKXOFIEI).. , 3.A t �+' 7• 6Au•NBm 6Tm moE
<br />toot r NEARED TYP.. MIN A-p3
<br />cm \ ttM0 00 ARV. WSTAL
<br />L..---' A�------------- ' A.0' 0-iO OAV.
<br />Q STORY PANEL
<br />PANC'S DID lP ti �'
<br />W/ ADO" CODE. ` J
<br />_P••••Ls'
<br />IYOMETLAA
<br />ROUNDED com4ER 0 ENDS OF PA EL'B
<br />END LP W/ HOAMED EDGE
<br />(N.T.S)
<br />-•I`-.725'
<br />1_ J
<br />L-3• IAw1.___j -i
<br />O7 3"w3'(VRYA) ALUM. ANGLE
<br />f^
<br />Ow
<br />.75r--+
<br />STOP -an
<br />„• LANE
<br />6063-75 Alum AL(oY
<br />n
<br />Q
<br />L.
<br />I
<br />?• 3.750'
<br />I
<br />e
<br />O1 4
<br />W61-TO ANRn. ALLOY
<br />,o•
<br />IF
<br />© REVERSED "U" TRACK
<br />,v
<br />20�00'
<br />{ j.,za•
<br />I
<br />'----.-rMw-_.. _-----
<br />© 2"u5'(upw,) e6�,��
<br />J'/24oil 2 scum
<br />M•S /•/24 4'/24 4 y a W/O ®• Q� t6aC N0E 2 R1RtpT 3' MLA, 2'/24 ► 1'/24 ► pK "M 3 ULM
<br />tDR DDIIAEtE ARLIWw• >K 11 Min. DDNasDt A■r11p12 i., - r a..
<br />rYra �' $a age=& pl ow IN N4+ r--, RK scmmu OM law M) --r--� ,• Nit
<br />'•' •■1. GALL
<br />aI or�
<br />II I 1E I I,
<br />�(OB NNILI (OII2HOOR I'I/D3 ON Ow POOL)PIITBIAAR IPNMy
<br />Mort L L 4 BDOW AAI 2 4 IRON 3• • Mp E
<br />ull
<br />II
<br />nt III HI
<br />Q OUWE RYPJ
<br />3• ; W¢ NOTE 4 K!>r _ - IBA AxxA72L1[ AMWW ,e "16DWMtl1` 3 r yry "-I--1Y-�--I - LLJpay�TE
<br />IN- tc1■ Ac aw 11eT 3q /M WDDo ,N„
<br />Ig1E 3 /l ® /4 • ® OR EBr1101t OM OHM 26
<br />W/ pl W 'r • LMT PNO. ro a[ R2MMm AT EACH
<br />TYPICAL ELEVATION FOR SU1ASST{ PNKL (,Y TO WE AY6tA11U0 AT EACH TYPICAL ELEVATION
<br />am- o 10 FROs IM PAO+OED W/
<br />• OPDNO 2aYS 1LMY2 K PAOMOID W/ RDON MWRi TO nIC2DAR w2TNLN10N
<br />RN! H,AN71.E 10 fAfJIRAtE 613T P OnDSOD 10 K RSTAl12D FROM
<br />E-Z HANG STORY PJWP�_ SYSTEM m so E�rA'� R101 E-Z NANQ STORY PANEL SYSTEM NROE or sTau K W
<br />IOU . ,
<br />rI/P Aa Ov -} I/•- woo, ar ,p• Na aw If4 -.. M•W- •••.
<br />all III
<br />41
<br />SECTION a- =Z.
<br />I
<br />110LL2 . t t101is : SOME ww . ,•
<br />0). DFEWAt1GN eF MOM IMM E - Z HAND STORM RMEL SYSTEM CONSISTING OF PANEL. r
<br />1 Al BYOM OTTOM AT TOP III P�WPANFLMATE PLUS OR 15' LONG
<br />(t). HAND - Z 0 STORM PAN0. SYSTEM CONSISTING OF PANEL+ (2). END PANELS SMALL ALWAYS K CpAKCIEP ro SILL WALL Br MEANS OF
<br />TM
<br />Cant. TRACKS TOP !BOTTOM.
<br />(2). COPAAS13 SMALL ALWAYS NE CONNECTED TO BOTTOM TRACK OTHERWgE A STOP BM PAIiiMATES 0HL E USED
<br />Y % 16 MONO iMWC�K 7AT /�' END PANELS
<br />sNN2,I0WJK/ PNOVOED AT TOP ARE33O//F SUCH PAN". >�LT� CROONIEG.I•m roin ON �N/ f 4�/-20NJ/•PNro TAPED (E7fCEPE M
<br />SMALL
<br />(3) v TIPPED BOTTOM W 7 •LOCA71011 OF FASTENERS F"UT onSt�Y AT EITW.HER OF (J) MD PANELSrAAIK UBE AOIEIRY W/ 16' LONG ® AT
<br />EXTERIOR MT HAINCES OF END PANEL ATOM BUE EEO PANELS ME NOT OCMECTm ro BOEfOM TRACt . Jf STOP but
<br />(4)• N CASE 1101 END PANELS ARE IMDT CONIECIED TO BOTTOM TACK (••. A STOP 6Mt @J �L K PRODDED AT TOP Or SUGR PANELS.
<br />R OILY U6ED AT TOP)) AT ff. TWO PANELS SMALL K CONNECTED ro WITOM TRACK (a) MOUNTED TO EIOSING 5RL WALL MIFANS PANElAN MR INSTALATIONS RISEN 00 PANELS NO SOME INTERIOR PANELS AM WftnY
<br />ONE INTENDR PANEL
<br />TO 0 SPECS AC KSMAY ON MR A (S) A,WVE. N SUCH CASE. CONNECTION OF PANELS w rT,O PANELIATFSY 1 lIIOIM ON [LEYATON r �VA
<br />ro 2
<br />ro W7tD4J TRALYc wr DcctR AT MY FWXL toutaN. /'
<br />W. SEE SECTION 1'. 3' ! 4. ON SHUT 24. SEE ANCHOR SCHEDULE ON $MEET 25. �. EDGE DA AMM FOR THEW CASE. -REROR P/NEL USED r W) � pQ(5
<br />A"µN NOT
<br />T"�iAT M.ACERi SE W ro TQE)E LEFT a I-ofE;R'F AALLPN m") TH) THW
<br />�A A: T/L(/T • TER- r>raWAPs-ErAMrEDi �.
<br />INSTALLATION RETAII FOR SERIES 2000 AND 1000 E-Z HANG STORM
<br />PANEL 1 INTO POURED CONCRETE OR CONCRETE BLOCK
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