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-- -ANCHORS (SEE SECTIONS ON SHEETS 17, 1$, is &
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<br />SCALE
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<br />+55.0, -72.0
<br />W-5,
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<br />(SEE SCHEDULE)
<br />INSIALLADON D£TA(L,S FOR OPTION #2 FOR UIEE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CO CRETE BLOCK STRUCTURES
<br />T 4• 7-cm A 40M "I TAPCON ANDS i/+• TFPCON ANCHORS iF{' TAPCOfI AMCNIONS
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<br />3/32• *we MIT i ;'-"""YMX 7 x3/32" W$RS a t2 t,(2' ax, I g (a3�'tfND)
<br />E tr 12 T/2 04,. i M. *ASHER (BBYCA!7Jj I
<br />7 i 4• TAPWN ANCHORS i 4` FAPCaH AIICCMWRSS t/t" TAPY M! ANCHORS, I 1 4• APCWY
<br />A 1/2 aG: v"si 4 a Ile o.c. � �, a.c.
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<br />1NA11 NOUIIftNG INSTALLATION WALL O INSTALLATION WALL MOUMM i ABLATION WALL t MOUNTING INST L ATION
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<br />DPEmma4 m 6E F�aee. I1FOS.CFO
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<br />9PAC41G OBPANED M6WD FRCFDR SHALL Ilbi
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<br />TINT EACH rV+C1'UR TYPE nH TINS SCNFOLKC
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<br />INSTALL TA ION DETAILS EQR QEv17ON ,92 WOOD
<br />LIFE: SAFETY STORM EANEE , SYSTEMINNSST,,ALLAT_IQN DETAILS EQR OEIIO,Ne 2_F"OR IM1FEI+ETY STORM PANEL SYSTEM Gamu ,V ,� E_,IW& t,ALM,IM
<br />INTO EXISTING WOOD 9RUCTU@� I•ITQESISTING „WOOD RUMBES 1, E-Z HANG STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT-(P,iG.) PAS BEEN VERFMD FOR COMP14W_E IN &t) MWAIUM 04KD EW OF TAPCON ANCHORS AND PATEtMATE FEMALE 10 & PARE,LUATE PLUS INTO CONCRETE'
<br />h._. P ACCGE WITH THE 2020 (Ah EDITION) a THE FLORIDA BUILDWO CODE. BUD" SHALL BE 1 t/4 ..
<br />'. ., r, `"''- f'.. '`"'- t DMIGAN MONO LOAM: ,BED , A5 PER S�LTION 16400E THE A ME:M40ME0 CODE.. B:2} MINIMUM ETMw�DMENT OF 1 j+h x 7/B` CA(X-@t tJ#CHOR" SHAH � L4 7j9' M'R-? CONCRETE,
<br />�" MF/IJFA ^�.,,,. HEADER. ^• WOOD HEADR r: •."� W007 HEADER „, FOR WIND SPEED REGUNItED BY E JURNSDL4T,0 WHERE SFIUTTiRS :WILL BE NSTALLEC AHD Na EMBEDMENT INTO ANY flfW5H MATERAL SHALL 6E. PEAANRTED,
<br />�"` u" ' ' ` ""*: r �• FOR A DIRECTIONALITY FACTOR Id,-O,65. USING ASCE 7-1$ AND. NOS EXCEED TIC MBMUM (A.S.D } q ....,.�
<br />�,%. a1ED M .. ti1UMEU ..""""'r.,,,,. y!, �"AEDUIRED-RE'oUWED °-•,. "' ", DESIGN PRES.,^URE RATINGS INDICATED ON: SHEETS 5 & 20.: ' /4, 0-R04,$IS SMALK .BOLTS USED SHALL BE LONG V401 H($HOULA ANY FINISH MATERIAL. MIT TO
<br />a'
<br />1.1Y TAPCOTI a $' E,G. 9 4'e TAPOUI tr. $' OLD, '"." 1 4'A TAPCaN Al C ,C, -:: 1 4•Y. i 7 4-e TkPC)0N ! $. a+C. , 1 4'A TAPGDN a $ O.C. C!i
<br />�t. T/2 MIN. THREMFn �±.. t. ! 1.... /f i; .MIN, THREADF.Q IN ORDER iD. DENIED Ti1E ABOVE CONp#f4tit7. ULTfl6gE QE59GN W5N0 LOADS 0EE£RktBJED PER ASGE 3-15 EAiOAGE 3/ INTO At�k:POR>,
<br />r'"'""-'-VI 1 1/Y MRf, THiRAD® s• ' , 1/1" MRI. TPAffADEO S 0,.r i S1APC{7N 0- ® O.C. a,
<br />` i A f + ,r. PEfEt TR>N Ar 'HOOD SHALL BE FIRST REDUCED 7D. A.SD. DESIGN WRLO LOADS BY MUkriPCYiPK; THEM .BY D.6 IN ORDER TO 6.3). #1 CASE TtAT 11TtEC,d53' STONE. 1111. PRECAST LYX{ORETE PANELS BE I'DUND GN Tt1E E'N15TING W
<br />a y ' NiWll #T w000 ` TIMN Ai VASDO -, +-_ji�CE�W It i1 } i--�VM7N. TiRFAOEQ , 9 .. �t PEtE.rKNV AT NN(N7 d;, A
<br />^i f t j Ma/DER i \ HOADER i 1' Iffio 7 ?;. 1 - HEADER S t t / HEADER i t; - IFIOtJt TO COMPARE TNESE W/ IAAX. GA.50) DOMN PRESSURE RATINGS IN nMO'ON'SHEETS 25 & 26. DINNING STi,M:L BE L.aNG EI4DUto REAOMI 7Fa: MAIN STRUCTURE BEHh" SUCH PANELS. ANCRORAGE ,� caJ
<br />BE A5 MENRONEO IN B.1) AND #4 @.Z): (,Q LC3
<br />i1+. % j/y F3 �' y +. { t/2• IN A9LE SrAESS TOR Vfl7W LAJ1'75 IN ORDER TO VEW'Y THAT COMPONENTS NS C4C0R9 ON THIS P.E.D. AS TESTED WERE FJQT OVER STRESSED, A 33fK INCREASE =6
<br />r i 5 i/r /2' . t jar 1 r-+. r 1/+' NOT. USED IN THEIR ANALYSIS. FASTENERS SPACING TO WDOD HAS BEEN .� is n cm
<br />'x. Mvx. / lax. DET13ilMINffi $N ACCORDANCE WITH N.0.5-.2(li5- (C) ANCHORS SD•Mll. BE MISTAII.EO FOLLOWING Ali. 06 THE RECQ/AIMFNDATiaNS AND ST+•EGIFICATLONS OF THE ANCHORS La-
<br />i ' i q 1 ' ) �"�.
<br />MANVFACrUREfi. $G C�1
<br />SMW PANEL'5 ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE "AS SEAT VERIFIED IN ACCORDANCE MTN SECTION 1626 OF c N
<br />Z
<br />I. I I THE ABbVE WENfi1DNED CODE A5 PER FEti pTT+dTKIPF TESTING (A60RATaRY; INC. REPORT / 2D3h. A5 PROTOI iLS TAS-2aT. R 9FUJ1 BE TPE RESP(}NSi@RJTY OF THE CQMTR M TO b'ERtFY THE SOUNDNESS OF THE STRUCTURE WHIN SHUTTER t.6..
<br />r PROPER AN SHUTTER SCULL ONLY BE ATTACHED TO CONCRETE, `"
<br />TASK-2Q2 ANF 'fA5-203.,T ATTACHED TO UISYIf CNORAG. THIS Y LDCiS ¢
<br />DES10MED T4 @E. PiS"tALI EO CNN. THE OUTSIDE iDF' 'ME OPEK1CG FRAME EVAti1NGS, ��
<br />4j ; :' j - •'». 1 �', ,,, « .. I i i ,,' ION Is IlG NDE OPENING FROM THE
<br />tFLSIOE w SU" APPLICATION Q
<br />I t • ' /0 a. E N15i x LADDER OR lIT> $HIS LLCM ION IS VALID WHEW NNSTALLAROH iS iNTEt10) TO BE PERFORMED f2. 'DIE NNSTA4tATgN. Cd7FCFRAC°tQR 15 TD SF1M, CAUti{ AN:t SHUTTER CTBMF+QNET4T N tm
<br />j r 4 L
<br />+ , txtrn SAs BEpAAAT7DK. I i.. ' aAft, i FROM TF1E INSIDE Of STRUCTURE. CONTACT WITH THE D(NLI)iNG TO PREVENT W#:D/RAN LNi7AiSKtN, CAULK AND GEM,. SHUTTER T1M0N5 ALL AROUND MU. q,D aG
<br />PANV On.EL tk1M1'N p.A5s t2AF Sege€ , I I I i' Mar, YYASS ...,'80epAE ) i i m i I 3. SERIES 1 MTALL.ATtON iS APPWCABLE TD SINGLE AND OgUBIE HUNG STYLE WINDOWS WHEN INSTALLATION )S REOUICEO TO BE L9iNGt1,
<br />' PERFONAWD FROM THE INSIDE OF SYNUCT'URE. I& STORM PANEL INSTALLATION MALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING
<br />(SEE Nall 1 fib aM StIEt T3$ _ i ,L.I I PxM0. i171GM ON BiET ,tl7 .Lr ,r, I IX4TRNG Dfl1 9FeE1 f e) I
<br />E7t4"t,NG ry, st�AarxN . PMLEL L£NGTIL c I ('� NOTE l omow) , ! I REGULATIONS PROVIDED BY THE JURISDICTION WHIM PERMIT IS APPLIED TO. t
<br />W. sFv/AAnSP i i ,. PANEL LENGTH Vrn. YTA1gigN GLASS + I +. SERIES 2DCE IISTAULATON IS APPLICABLE To SINGLE AND DOUBLE KUNC AND HORIZONTAL SLICERS STYLE /CONDOMS WHEN i®i •�
<br />GtA55 __ (SEE NTFTE 1 BSL:OW) m + - - - (SEE NOTE T BELDIV) m &MIA ! 1 A4u. 1 •L" Mw. .�
<br />_-
<br />( I . GJS3 (SEE YJefJIAE ' A - ;._.-_ PANEL LENGTH - PANEL UNGf11 RLSTALLATTON REWIRED TO BE PERFORMED FROM THE NSbE OF STRICTURE. 14. ATRANM WINDOWS AND 040R5, INC. E - 2 HANG STTNtit PANEL SYSTEM. Ig PA1EErT P10OBq, cc
<br />Op 21eET 121 ; i1a`d-2rbL _ "----x,.�„ + ' aN SKST tp I ' t/+•'S-7�.1` + f 1 ON SidkEt iD) ( TSEE NOTE 186AW1 1 +P-2D.t' i (SEE NOTE t BELOW) i-
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<br />I / • 3 �_,,,_, 5. ALL AGJIMiNUM Ea7RUSWNS TO BE $tJb3-T5 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED) i5. {$) ISMS PRODUCT 1NAEJiAITE DOCUMENT {P.E.D.j PREPAI�O BY TM115 Ft4GINFETN LS TiENERIC ANQ DOES NOT PROW➢£ _y
<br />3 7/s•• + J/34`i t t i + 7/84 x S!!!w'2" y, i r 1 OLAS5 i SS. M.S W% t INFORWt3JON FOR A SITE
<br />SPECIFI; PRV73ECri I.a,. WHERE THE SITE CONDITIONS DOUTE FROM THE P_E,D.- c°A.s �uD
<br />itt g WIND NUS . ALL AL,UMR" SHEET METAL, USED AT CLOSURES SMALL 44YE 3105-41# ALLOY.
<br />,
<br />LSD
<br />- .. (a) cQNTRAcroR To e€ RESPONSIBI€ FOR TrCE , P(rRci4lsE AND rNsrALL+TSDN INCL,UwAIa LBR SAF€ir sib � f.,,
<br />+ ' i +'. T ° t r " ? + 7, ALL SFM SHEET METAL PANELS SMALL HAVE STRUCTURAL QUALDY STEEL„ ASYM A -SW OWE W MTh., 40MVIZED STEEL THIS PRODUCT BASED ON THIS PE,D, PROVIDED FIE/SHE DOES NOr DE TE FR(riA 7'NE-aOMOiTIONS D€YAtLE&i ffN g �' g2
<br />{{ DESIGNATION W'/€y- 50ES ke7 (AFTER ROU:EDj, THIS DOCUMENT, CONSTRUCTION SAFETY A7 SITE IS 'NE CONR ACTWS RESPONSIBILITY. _ F
<br />�__ I I �NMIN.ETwI Ar � � ,� .Lux f
<br />IV!DWM 6, ALL SCREWS TO BE STAINLESS crcFl 304 DR 316 MSS SERFS DR : RE515rAM COATED CARD04F STEEL A5. PER DIN (S) 1Hi9 PRODUCT EV/sLWnDN DOCUMENT WILL CONB16£gFD INVALID 1F MODIFIED. O
<br />PDT>£ I
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<br />�« I I t ' 50010 W/ 54 IW YIELD STRENGTH AND 20 kit ",ENSILE STRENGTH & SHAG,'GilLCPLY w/ flARt1H BUILD)NC CODE SECTION 2411.3..3-d. p. CS
<br />(d) BSITEECOME
<br />SPECIFIC PROJECTS SHALL PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL >_
<br /><.. I a' 1 1 i E` I I i 9. BOLTS TO rt41M X-907 GALVAMAZEb Si€EL, DR AI$I 304 SERFS SfMN).FS5 StEEI, Wflii 3$ tar MIH)ML$f YIELD STRENGTH. THE ENG(NEEN OF RECS,Yt¢ {E,O.R,) iDR THE PROJECT AND WHO WILL I E Rk5 "SISLE FDIC THE PAQPER- O
<br />OF THE P,E.O: ENGINEER OF RfC012b ACDNG AS A DELEGATED ENGINEER TO fi41E P.E.D. ENOINEFR• SlW,.r.,
<br />{j 10. ANCHORS TO WALL SMALL BE AS FOLLOWS" SUBMIT TO THIS LATTER THE SPITE SPECIFIC DRAWINGS
<br />,
<br />FOR REVIEW
<br />-_ I I i i {e) THIS PAD. SHALL " THE WE AND ORIGINAL SEAL AND 51ONATUM OF THE PROFESSIONAL ENGINEER OF
<br />✓' i 1 a . ,.,,.. , :' ..-_..__ .,_. a' ..: ) a' '" 1-.,,�.. _...,.1 {_ 3,• " « i S 3 - it 4 TAPCOH ANCHORS AS MANUFAC UR&D BY ITM, BOLD". U(C. (MIN: t'c 3112 p u3.) THAT PREP
<br />i m-- .M, I
<br />r^' 1/4 0•-4Ox,31�4`SS. M,S; W1 i .. F�.. F. , RECORD ARE➢ R.
<br />CIXNT. , , C0N1L. . , 4`0 2w vSS, LAG. W I a, _ ``' � - +/<" $ X a/a. culcvLN ANCHORS, r A4WUF'AL•T11sED 9Y UEwN.'C INC,MIN, rc-S.aOD PLO, )
<br />- . : .0 -/. / I _ .. t@. SrQRM. PANEL foWUEACTURER'S.LABEL SS%N.i -6E IAOA;EO. a7d A READILY VISIBLE: LOCATION AT STORM PAN' 7N.
<br />1 , , • 14 : N.. Tf 1 N ON EL
<br />.-e fifi , 0 I - E ..... L. .% .,-: t d',. W7D) NUT I N 5O ANE1AVl FEMALE O & PANELMATE: PLUS ANCHORS, AS A4ANUFACIUREO BY ELaD CtiNNSiRMCCKNd PR()r7LK1T5.
<br />♦ x 3/J2 W#rO NUT , I t {N ♦ r 32 WING , . ,i ..... 1 / x3/32 1 ,,; r s _ - S ACCORDANCE WITH SECTION IN SECTION
<br />70 FLORIDA BUILDING DCODEAB ONE LABEL SrAW. -B£. PEACED FOR EVERY: OPENING.
<br />ti !,. •. k'O, k �- r , ,.,. ,,.: r (Yo+♦3.a5Q pe<t,} 4ABELNO TO COMPLY WtJH SECDDN t 7Q9,B.2` THE FLORIDA BULL OPE4W
<br />tr iz ,Iz` De $/ 9 wASIell T 12 T/z ax ) q WA9 R i oNa)
<br />WP50 (BEY( w) _.
<br />) 1 +^e rAN�tr I" D.C. ({ a € ( l_ ___n___i.,.-.._.„,.T GONG EvpE:
<br />t'4Y TAPEDN 4 6" a.C,3' t i 11' .^ 1 +'V TAPCCfiI O.$` D.G, j 3 s t; •,. S _. j t 1 ,+ : t #
<br />. 7 i STA6GfwED W •, t ! '�g/T,, w- g#t� ', t +. ,�I�7 2' L6M,: tk#B'ADED t. 'i `.' t + . t s t 7 i x 3j,72' MNG NUS t 1 i I` 1 7 B'! a 3 ' wlKi NUT AA) MiMAMUM EMBEDMENT OF T,APDaN ANCHORS INTO POURED CONCRETESMroV,k BE 1 3/+" AND V FOR PANELMATE
<br />r-y •'. +! w.,t 1 A2 I"1 I q y 7/2•. w nfi€AfER .� I 1 j, nDN AT 4A�ADTN I S , ! _ -?. S R a s Ile D.C. 2'xQ w _ k 1:. _w/wsHER a ((SEYO WL) FEMALE w & PANELMATE PL.SLS,
<br />F�' OF PLATE e OF PLAT AT SeFM1DTH L + v , , t - i - wGlm PLATE € - wDOO•P{AE + irz S I I A2 MINIMUM EMBEDMENT OF 1/4-0 X I $- CALK -IN ANCHORS S•NLL BE IS 7/8' INTO CONCRETE, NO EMBEDMENT INTD
<br />WOOD PLATE L,.,. WOW PLATE a jal6+FitMHIM1iJE 7 I I''Ij<F'A$ikATJE �jb '!f ` ' ) ANY FiAA5tC NATERW. sliAlBE PERMITTED.
<br />RBbUWE6 -� MW- TMtREA0E0 FtiErRAT10N i I ) ; F I MIN, TtBtDED PENEiRIGIDH '� +((!+ t/4` ►-20 SS SIDEWALK BOLTS Lf#D SCULL 8E LONG ENai4i(5ktDULd7 ANY FlNhaii MATERt4L EXIST) TO ENC^U,CE 3/!:
<br />WAS. tJOUN1fiN t ATtON 11LFEBIiA 7i! ,IIfEr'Utltt PANEL 'AT Mfit aF FY;STE '� 1 " ,(�., r A? M,aMOTN OF PUTE - V--. `. 1 } ,INTO. ANCHORS, A! T%
<br />@ JNSLitML---- stME 3j13':1" l�
<br />A3j IN CASE THAT PRECAST STONE, PRECAST ODKRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR >
<br />SQAlrr'yr..t- I�TALL_I NIIIItlG BATTIK ,WALL,,.,mo .iN FLOOR, ANCHORS SHAL1. BE LONG, ENOUGH TO REACH TPE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL.. +� •' �jCENyt
<br />r F 1fNS1 Aty1UMMN1lNf/M 6E AS ACENTINEYt IN CAST
<br />A4),H` '•
<br />SCALE 3 $ . r ` SCALE p p. TILE/r w , .. T..1 � !i! iJ {B) TO ExL Arc � . sxMi Au
<br />w = i
<br />/ .-, 'GENE GEN ')' Sya"-I `PANEL No. 441$1
<br />SCALE b/B' T Q•, � SCALE 3/B 7 - �•
<br />1. NSTALNATIDNS ARE ONLY WAD FOR BUILDINGS WITH Aso. DO" Lows " ' F FLORIDA BUILDING CODE RI h Velao llulrlcone Z:ona fir" s FLORIDA BUILDING CODE Nth velocity NoFYteone Ion _ 1/4" 0 TAPCOM ANCHORS A5 MANUFA%TURED BY I:TW. BIALIDER, INC, 1 *; FLORIDA BUILDING CODE HI h Vela NMFYIDane Zone
<br />UP TO -W5, -720 PSF AIM PANELS LENGTH UP 10 $•-$•. d - mm LINO", wa - F.P. l � �D 4057 = 1 mom W0. 20 GAGE Wd.VANIZED STEEL AOEBI PANEL FP. - t/A' O X. 7/8" CALK -IN APNOHORS, AS MANUFACTURED BY OEWALT &C. I(C -15O0 p,s.I,) o"•, A, aaDMo TASosD.
<br />N0. : �r = 2D GAGE GALVANIZED STEEL STORM PANEL Lwoe a s . * = cum an - 014-10 PANaWTE nUALE ID AND PAMELMAIE PLUS ANCHORS, AS MMLRACTURETD BY ELCC CONSTRUCTION � � � 8� 20 QAOE 1IALVANIZED STEEL STORM PAFIEL DRAWN er,
<br />2. FOR NEW WOOD FRAME OOMSTRUCPON: WDTA MEMBERS TO BE SOUTHM _ 1. INSTALLATIONS ME CO&Y VALID FOR BU�M7OS WIH A.S.D. DES+DN UMOS - � - t"� �' � _�
<br />PINE NO, 2. W/ SPECIFIC DENSITY OF O93 OR EQUAL- =ic : s_^�•.. ""s -- UP TO t5$a. -72.0 PSF AND PAHEL.'S LE1W IN UP TO W-e, L � - pT%�p PRODUCTS (Pm=2Dtl P it,L) � �..w..�r 97
<br />ST - - GLOBAL PROTECTION PRODUCTS, I.I.C.07/2
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<br />-- L PROTECTION PRODUCTS, TLC. �+i " {��♦rCOENc: GLOBAL PROTECTION PRODUCTS, 11C.
<br />L C a FINE. am UK 6, 51ISEt & FGR !trW WOOD FRAME G3NSTtZ1trTRBl W000 MEMBERS TO BE SOUT+tERN Y' ��ir M MTIC. �4WC5%L iq
<br />q ,r TWM.4t aa. •I. ra. Ixe.« orme• x„w IM1alE: DM FL F `'N-slur 20-176
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<br />COMPONENTS EQR SERIES
<br />2000 & I OO j E-Z HANG
<br />STORM PANELS
<br />(SCALE 1/2.1'
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<br />p---2.591"-•� �..
<br />2,250
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<br />BUILDING CODE 'VoIgafty Nurrtcona Zone
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<br />20 GAGE GALVANIZED STEEL SCIIIiM PANEL FA.
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<br />'x3' ax UM. ANTE 8 STOP BARt
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<br />ISLE MSE 3 .InI WEW/ �+
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<br />• LAgT p{NEL, Oj m BE F7STALLED !1T $A
<br />aFNarPn SiKLLI. ALitAvs BE $ WJ/
<br />RE'M ... Ta FAgL1TATE iIUTALLATNON
<br />�.:. K TO 8E NSTAILEO FROM
<br />' saMa a/9z' « t` INSIOEaF SFRSxiTURG
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<br />SECTION A -A
<br />edLf 5/52'
<br />bM1E5.:
<br />0j. DFiI+mnN TSP 5EPIca D+VLO, E - Z lrAF4G STORM PATIR �SY5TEM C(3N9isflNO OF PANEL. e
<br />C9Dl. TF7ACKS
<br />BO TOP
<br />(2). }LLD AANE{S SHALL ALWAYS � aat,NEaifF Ta BOTTOM TRM9,G OTHERWISE A STOP GAIN
<br />((tj SHALL BE PROVIDED AT TOP OF SUCP.P.WELS.
<br />(s), IF END PANELS ARE 00IW4EGIED TO BOTTOM TRACK, COIN„NYLON SHILL CONSIST OF
<br />(/A""0-2Ds3 +' M:S. W// 7f$'Fx3j32' WING MRfr OR 1 4'N,3/4` Min,
<br />ICTD TAP�BDi-7aN 7EACK. LOCATgN # FASTENERS �Y BE AT EITHER OF TWO
<br />EXTERIOR FLAT FIANCES OF END PANEL.
<br />(4). I4 CASs THAT END PANELS ARE HOT CONNECTED TO BOTTOM TRACK {ia. A STOP BAR
<br />IS ONLY USED AT TOP AT LEAST TWO PANGS 5MDLLL BE CONNECTED to BOTTOM TRACK
<br />USING SPECS #BxCAT ON NOTE (3) ABOVE. IN SUCH EASE, CONNECTION OF PANELS
<br />low
<br />10 :BOTTOM TWitRC MAY OCCUR AT ANY PANEL L0CA17OM.
<br />(S) SEE SECTION 1.•, 3' a +•. ON StIEET 2+. SEE ANCHOR SCHEDULE aN SHEET 2$. _.-...
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<br />B4tvWwr PAIEtSy^,-
<br />t$' � LAST PAWL TO BE INSTAit®M EACH
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<br />(i)..OEFINITT(Ki� SERIFS:. tOOD: E - Z HAM STORM PANEL SYSTEM SXRdSiSRN6 OF PANEL M
<br />,ant, TRACKS AT TOP & PANE1.MAlE PLUS ORTVLLNG
<br />(ZJAT L30TTLDM W/ PANfLMATES,
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<br />� B�wCY/ANWNjEC1T5E,049a�+TB/JS.'/1[�AT�BbTT�jO�M. PMlEL9
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<br />bcscraBED OEND N (
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<br />Bl1'F F'JVffLS ARE NOT CnMMIEi9E0 TO DbiTOY tRACI( STOP BAR
<br />NSN'Ml1 8i PR0110ED AT 70p OF SiI2f PANELS,
<br />(U Md// S
<br />ET7 fl02DNG MEANS �NPMIIESp OME Nl'�Bt�3Y
<br />SI1D„� iNSi0.A�M10ESY W TMMS K SI# � iLEVAflO�B[ON�iJTL�, WiR:�' 3TD�D/EW2SM.1
<br />Ntl7' � TT�ATAIAUCEN7��P�AEFI� TE LEFT & R(#TP SLD IATE� 1 �A� D
<br />ri� OVt]iOAPS R,ETANEO BY �.
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<br />PANEL INTO POURED CONCRETE Q
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