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P 111 I Ir Tmrml MlllllllllllllllllllllIIIIIIIIIIIIIIIIIP R
<br />�.-_.--...------ """"•" (SEE SECTIONS ON SHEETS 17. to to
<br />13• MAX. S+/17. Wt7, WAIL M/17. 46/17, WAIL r MAX
<br />i• MIN. fW/tf. 7Mr/o ! aw/SO �wr/,f, Tw/!f I. a" 1• NN.
<br />TAOM MICHONS
<br />'T�' BLOCK Fignum i f
<br />t I 1 1 I f i
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<br />4v.N:,' al Mf T ._� - IA MAX.
<br />l_PA14EL LENGTH
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<br />..--..__-------------ANC/HORS (NEE BaTIONs ON Steen n, IS. u « 201---------- - ------_-. __J • "/,•
<br />OPTION j2 FOR LIFE SAFETY STORM PANELC1i ELEVATION `Da
<br />SCALE 3/tr-,• t/r raw
<br />1 �•7I IBl'.
<br />, ,!
<br />MAXIMUM AS.D,
<br />Max. PANEL LENGTH
<br />MINIMUM SEPARATION
<br />PANEL
<br />DESIGN PRESSURE
<br />RATING (P.D.(.)
<br />L (ft.)
<br />(SEE SECTIONS)
<br />TO GRASS
<br />CONDITION
<br />+55.0, -72.0
<br />B'-8'
<br />2 3/4'
<br />UNBOLTED
<br />srAIE 3n--1
<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFE STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR MIp
<br />CON�CCRRE[TE BLOCK STRUCTURES �(
<br />APCMCON CROWN • CA�pI bRS -----i :' GA/om ANCHM
<br />D.POIARED °°"CITE", a, CaNp1E,E, 17{ . POtMMD CONOW"'
<br />SLOCN ItOIARED I=' OCK IipIMED ji STACK REDIIMm
<br />MIND wLM
<br />1/2• D.C.
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<br />INSTALLATION MAiLS FOR SERIES 2000 AND 1000 E-Z HANG STORM
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<br />REQUIRED
<br />SCAE 3/6••1'SCALE 3/e•-,'
<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />_ 1 4• TAPCDN ANCHORS My4• TAPCON ANCHORS
<br />S" ac. i r D.C.
<br />II[OUHR[p �N' GTE
<br />OUYICOCIG [TE NOCX� r
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<br />SCALE 3/r-1 i a A SCALE 3/e•-1•
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<br />ND.44187 FLORIDA ENRLOING CODE NI h WN NurMaone ZHme
<br />k : .SwF Tawas W-
<br />ATE 20 GAGE 6AWARRED STEEL STORM PANEL aFUPN
<br />m moving�+'•.
<br />O.o'•. OR PRODUCTS. o/w/[NN
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<br />lYdO aegw/D 11lIA FACTOR IINi MDT
<br />M 11M THAN II/IHAA f1WCM LwIDOm --
<br />IaR TADS AKIq tYR a WIB ftHmuE s',m
<br />INSTALLATION DETAILS FOR OPTION 02 FOR LIFE SAFETY STORM PANEL SYSTEM °Df°"" '" -2 IMMG sTe■e .��,I
<br />INTO EXISTING WOOD STRUCTURES 6.1) MINIMUM EAWEOMELR OF TAPCCN ANCHORS AND PAIEIWTE FEMALE ID ! PAWLMAIE PLUS INTO CONCRETE
<br />INTO EXISTING WOOD STRUCTURES I. a-: NANO STORM PANEL SHNDWN ON THIS PRODUCT EVALUATION DOCUMENT (aE.o.) HAS BEEw vgaPlEo FOR coMTILUHce w
<br />_ ACCORDANCE ITN THE 2020 (7th LOTION) Of THE FIARM SUBDRNG COOC. NOCX SMALL 6E 1 1/4•.
<br />\-- -- ~ - - DESIGN WIND LOADS WALL eE WIDOWED AB PER SOLTDM 16"OF M ABOVE HENNOWD CODE, e.2) MINIMUM pl MMXT OF 1/011 X 7/e• CALK-10 ANCHORS SHALL BE IS 7/e' INTO CCACRETL
<br />- i ,i - '/ •l �, - FOR A MID S/E[D AS RELXRRED BY M JUIROICTION MARE TIES[ 81RRTCtS MARL SE wSTALLED AND) Itl/04•EI T'i0°�EwNN SOF°I,11E USED SMALL K (f1gWA ANY FINISH W,D1ML E106TJ TO
<br />may% .MOOD IwADR �y,-! HEADER J` IfAOEN _WOOD HEADER '"' - F'OR A ONKC1gNN1FY PAC1pR Ifd-O.e3. U9NNi ASCE 7-1° AND SIMl1 NOT EXCRT) M WIKIMUM (tiS.D. 6-20 SS �RT%MMm /IR'OIMIm 1/ OEM PRESSURE RATINGS NgDATED oN SHM 2S a 26.
<br />4Y 1APCA1 ! r ac '` , 4V TAPOOM • r O.C. 04W 3/4* INTO ANCHORS.
<br />, .1r A �� a , .v GPCOII a r o.t. 1/4
<br />4~+TAPCON • 0 \ / - �yi' 6 0 SIWIN D'LDC1teE RFDIICTO VERIFY m r0 0 1 ULTIMATE ADM CONDITION. L011RS MUL11�MLT7 AG°BOETORMIMED TMEY SY O.e M'�'dDER TASGE O 16
<br />9.3) w C/,9E THAT PAECA6r STONE. q1 PR[Cw4T CONCRETE PANELS BE FOUND ON THE pOSTNfi WALL,
<br />--�' 1 w' TIIwAW(O -�1 1 HATE iHHRVDEDWOOD
<br />POE11AtIW AT w0o0 1 PC1EIIk11W A w000 / PM[1RAR01/ AT MOOD HEADER ` I IEAOR ro cOMRME TREE w/ HAIR. (AS.D) oLEIGN PRESSURE mymm NOR•arm ON SHEETS 25 ! 26. ANGIORS SHALL BE LONG ENOUGH ro WON M MAIN STRUCNRE @SUMO SUCH PANELS, ANCH a
<br />,HFA001 HIA10ER IHM001 r , WADER / ` SMALL BE AS MENTIONED N e,1) AND N B.2).
<br />\ i HALM/ 1�[/ J N ORDER TO VERIFY THAT COMPONENTS AND ANGERS ON THIS PLO. AS TESTED WERE NOT CIVEIR STRESSED. A 33X INCREASE
<br />,/r 1/a• i/Y �. �(. t/r ,i.. //Y t �. / 1/2• 1/4' /` , 1/2• � 1/4• w ALAMAILE STRESS FOR MD LOADS WAS MDT. USED N MEN ANALYSIS. FASTENERS SPACING TO MIDM HAS SEEM
<br />yli.._._ �,,, .. , 1 1 j i/ / OErOOSIED N ACCORDANCE MAIM H.C.S. M,S. (0) SE INSTALLED FOLLOWING ALL OF M 11�lRIENOATIONS AND SPEGFIGTDN! OF TM ANCHOR'S
<br />.� 11 IT SHALL SE THE RCBPONSWIUI• a M Cp�LACTOR 10 VERIFY THE SOUNDNESS OF THE STRUCII111E MERE SHUTTER
<br />T- / i•`1 \ ---i / \411%, MDoo HFAH 2• W000 MKA1 - ram' ---' STORM PWRL'S ADEQUACY FOR IMPACT AM FATIdR REMPANCE HAS SEEN VERMO N ACCgIpvDE WITH SECTION 106 OF
<br />1n. I IIeOUN[D ` , I TwD1RREp A I M ABOVE MNIIONED COOS AS PER iVKSIMTION TE51RD LABORATORY. INC. REPORT 7032. A4 PROTOCOLS TAS-201. dR MOOD FRMIE eUeARIGS. ' I I I (7(DJM I 1AS-202 AND TAS-203. R TO SE ATTACHED TO N/S{RB PROPER ANC1gRpE. TITS SHUTTER SHALL ONLY BE ATTACHED TO CONCH[ BLOCK
<br />L i I l • i Lam__ , 2. THIS ITEM HAS MEIN DE6gNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING M OPD040 FROM M
<br />`:
<br />'� ,� i � � ! ( � � • � .fT I � WSIOE W/0 THE USE OF A IAOOL,R ON 11R. THIS APPLICATION R MMJD VIIIM R14TAUTDN M INTENDED TO BE PERFORMED t2. M INSTALLATION 001[iRACTOR IS 70 9FAL/CAUIX ILL 61NlT1ER COMPONENT E1XiEE IMIICN REMAIN N COMiMJ01A
<br />I ' UH !. tY i
<br />OM7I16 •� HMI,YN,ON
<br />t• �. aIIM , aIN,No Aa �� i W. �� I FROM THE NSDE OF STRUCTURE. �� wTM M eIILOIIO ro PREVENT MYND/PA2N INTRUSION. cAxx AND SEAL aHnlrtER TRACKS ALL AROLRD FULL
<br />'LL w HIAM INFUSE No
<br />HN Mar ,q I MM) A am WM, 16) i `i _ A 1000 INSTALLATION R APPLICABLE To SINGLE AND ONUSES HIRING STYLE MEOWS WHEN INSTALLATION IS RECLINED To BE
<br />_ ow 11) I 1 I -pet 4Dm4L - OC,o10 ° ogle I I PERFORMED FROM M NSM Of STRUCTURE 13. STORM PANEL INSTALLATION SMALL COMPLY wIN SPECS TNOICATEp IN 11aS ORAMIO PITS ANY BUXOM AND 20NNG
<br />pQ HI O4[ >e lAw .^ I MQ SGIWAS-_ I PANEL IIDgiH _--n� PANEL 4. SERIES 2OOD INSTALLATION R APPLICABLE TO SDHCE AND DOABLE HUNG AND HORIZONTAL SLICERS STYLE WINDOWS WHEN
<br />_ f :_ __._. ...- , Wa. ao ,a ! , I1,/�v-2a" --- ; aH Elar 1q ' LSFE NONE 1 NIEI,OW) ,/a•A-m.T• 1_.. `.. _- (S[[ M01[ REOUlAT10113 PROVIDED B'I THE MLTDM COHERE PERMIT R APPLIED ro.
<br />IWIR
<br />ILL
<br />ann: � a � I I BELOW) s 1. M i Y - Yam• Ns1ALlAT10N 6 REOUYKD TO BE PEXFORMEO FRAL TIME NSDE 01 1filUCTIIRE. 14 ATRIUM WIDOWS Nq DOORS. NC. E - 2 HANG STORM PANEL SYSTDA- IS POW P01
<br />(St[ NORRAPID.PANEL LENGTH
<br />Lllr. I i'
<br />mow I /.•4- %/ j I G dR w,ato . 6ELOR')
<br />S' - GLASS I - 1 S. ALL ALUMINUM DXNUMS TO BE 6063-T6 ALLAY AND TOO". (UNUESS OTHERWISE NOTED) IS. (4) THIS PRODUCT EVALUATION DOCIRAENT (P.E.OJ PREPARED BY INS 04NM IS GENERIC NO DOES LOT PROVIDE
<br />LLL111_ 111 ,,, .. - I WIND PROJECT
<br />-..( % \ , INFORMATION FOR A SfTE SPECIFIC IA. MERE THE SITE CONDITIONS DEWAtt FROM M P.E.D.
<br />1 .._ 1 __ _ B• j _.. - ._.nl UIT _ Y j ' I • 3/O . I 1 S. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHAH HAVE 3105-H14 ALLAY.
<br />,
<br />METAL PANELS L NAIVE
<br />(b) CONTRACTOR TO SE RESPONSIBLE FOR TIME SELtCT10N. Goes
<br />AND IRvE FROM
<br />INCLUDING "WAIL OF
<br />j 1 , 4 O GPCORI.. -�- - 7. STRUCTURAL OUMJIY sTQL• ASTMI A-aBJ GRADE 'JO MI., GALVANIZED sTEE1 TTg9 FMO[KICT BASED dl TINS P.E.C. PROMOED DOES NOf pENATE FR011 M CONpTDMS OETARED ON
<br />-� ` 0.G -} _. _. ..._. OG910NLTON�� - Se.S Nw wm *a=). THIS DOGAEHT. CONSTRUCTION SAPETY AT SITE 15 '49 CONTRACTOR'S RESPONSIBILITY.
<br />TWEAOM
<br />`' - i
<br />fENEMADN At U a ALL SCREWS r0 BE STAMaEeB STEEL 304 DII 316 AS SERIFS OR COItl106DN RESISTANT COATED CARBON STEEL AS PIER DIN (a) THtlS PRODUCT EVAINTN7N DOCUMENT MARL BE OONBIDEAkT) IAMLD IF MODIFIED
<br />JMOMCM OF PLATE v - ._._-:= .}�_: .1 '.-. 5001B w/ BD W YIELD STRfl/0M AND BO kel TENSILE STRENGTH ! SHALL COMPLY w/ ROI10A SUROM CODE SECTOR 24112.3.4.
<br />I -i I I (4) SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGIittRED ENGINEER ON ARCNTECT RNICH WILL
<br />jt7I �. I - i I ! f. BOLTS TO BE ASTM A-307 ON.VANUEED STEEL. OR AM 304 SERIES STAINLESS STEEL. WITH 36 W MINIMUM YIELD STRENGTH. BECOME M I ONEER OF RECOWB ((E.O.R.) FORM PROJECT AND WHO WILL BE MPON°WLE FOR M PROPER
<br />USE OF M P.E.D. ENGINEER OF RLOOID. ACRID AS A DELEGATED 04WJ [R TO THE P.C.D. ENGINEER. SHALL
<br />j 10. ANCHORS r0 WALL SWILL BE AS FOLLOWS: SUMMIT ro THIS LATTER M SIRE YEL2FLC ORNIN66 FOR REVIEW
<br />J
<br />A) (.) THIS PLO. SHAAL BEAR THE DATE AND CROOK SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF
<br />_ ; d, - 1/4•0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDER. INC. (MIN. 1*"3162 P-Q RECORD 1HNT PNEPAVED R.
<br />COW. J .CM. 1/sY-70.3/4•aa M1�/ '1/4'M- 4 & W/ �((p - 1/4' • % 7/e• OALX-N AACIIORS, AS MANUFACTURED BY DENALI INC. (Ma1'N, fe-J000 P.a4) ,a STORM PANEL MANKACIALRY LABEL SNYL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PAMEL N
<br />t N , /•Y•3/M• - 1 } ...1 L.' - /14-10 PAKLAITE FIMALE 0 a PAMELAMTt PLUS ANCHORS. AS ►PWXIU BY ELCO CONSTMJCTDN PRODLIum TO COMPLY MAIM SECTION1709.11OF FLORIDAM DING C E. ONE COOL.
<br />1 • , , womm ! 12 I/2• CA. WASHER (BLYONO) (Ca-0350 ".l. 3/32• eWI NO
<br />U 1 I I WINO L ' 7 HAND NUR l/e'H,IupW rIq Ian ` ACCORDA/CE WITH SECTION 170e.B.3 OF FtOHDBUILDING CODE. ONE LABEL SMALL K PLACED FOR EVENT' oPEMHG-
<br />JI • ,: ,/2' oc. I ! I' NUT wLWHi (BEYOND) ' i {
<br />`LI l , 4v TM m[ w 6• oa �• w o , a s 1/4• o.c. i- 11 IASHHtR •
<br />I (SM06TAr N/ r i j�AYDfIMO /HUG) POITMWON �' 1 Yd" W000 �� U L7/rr v 3/32' MID NUT r.4- MM �i/B'0.3/32' WING NUT
<br />UPCON • r 04 I L , , MILL t1ewADQ1 1 •�- I A1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO PCNRED CONCRETE SHALL BE 1 J/.• AND 2" FOR PANELMAtt
<br />�� { J I I IELNLE ID ! PA1ET.Wtt PLUS.
<br />W , t MN MWAOED _ • W000 PLATE 1HNIQ5m ... 1/` ` OF PLATE A �M _ REQUIRED
<br />NEOLMWD I (BEYOHID)
<br />1._ --- aF FYATi" At UAw10M ,-) 'i' ` OF PLATE A, 1°0M1G'H I 'l `I • 1MN°° FIAT[ WDSE,°0 TIME 114
<br />i j4• D.C. Wtt1 1 1 ii i 1 j4• o rz1 7 __ 1 � .. J ' I A2) eMB ANY FINISH MATERIAL SMALL
<br />1/4' % 7/e• CKN-M ANCN01R5 SHALL BE R 7/e• Ni0 CONCWEIE, NO ElReE011MT INTO
<br />-_- _.roe0 Nun
<br />..-�.rt- Py/11'
<br />PEMMBi7FD
<br />_.. aPE�N[TMTDM I I I V ` ap�«7�1Mi ON I -' 1N/ro4• F fDEYA4X eOUS IREC SHALL BE LOAD ENOUGN(SHgIII,D ANY FINISH MATERIAL EXIST) 10 ENGAGE 3/4• i([�
<br />fCJLi J/r.1mmu mg• - �� ._~ ... A3) N CAS[ THAT PRECAST STONE. PIECA4T CONCRETE PANELS. OR PAVERS BE FOUND ON M EXISTING WALL OR ........
<br />arxt 3/e -1" WALL FLOOR, ANCHORS SHALL BE LONG ENOUGH TO TEACH M LAIN STRICTURE BEHIND SUCH PANELS. ANCORIQE RILL 3 ' uCEN
<br />1bLE 3 -1• SCAM -1•
<br />TI BE AS MEMNED N A,) AND w A2).
<br />n• :W
<br />1T� Ep TI((/T / �rcP AENp,,/rA�i sme 3/r-1 • (e) m E1tHNT Ne rnHrnE1F .PAN ..M , No. 44187
<br />SCALE A•:' FLORIDA RUMDNo CODE h voloo NuTYlaane Zone 3..r �%�' •C FLORWA 6UILDINO CODE IPA Vol"I NU rr cone URe - 1/4• P TAFICON ANICHO IS AS M4NIFACRIREO 6Y I.T.M. SUILDEX M. ' # FLORIOA MU)INo CODE h Y Nurrkane
<br />1. NWMUATIOIS ARE ONLY VWUD FOR IKOINOS WITH "A DCM LOADS sm : 45Na ILIM M& rP. - 1/4- e X 7/r CALK -IN ANCHORS. AS MANUFACTURED BY OEWALT INC. (Ym.1900 pa.i.) 4em6 Arlo. FAD.
<br />UP To .66A -72.o PM AND PANEL'S MINI IN UP 70 r-r. a4m ,awsa 41a F.P. : NO 441 BT 20 BADE OALVANIZED Sim STORM PANEL
<br />7. TOR NEW MONO FLAIR coWTwNTINt WOOD AOWfM6 TO M aounaw 20 GAGE OKYANRED STEEL STORM PANEL C` gr'•. R 20 LADE OALYANRED STEEL STORY PARE
<br />eMA N On 1. INSTALLATIONS; ARE ONLY VALE) FOR IRA UNIM WITH A.S.D. OEM I DA06 *': # # ? °�' °A - ,'►RODUCTS (P (r-20 1FCMME D AND PANELWtt PLUS ANCHORS. AS MANUFACTURED NY ELOC CANSTIIIICITON Ww
<br />vIE Na a M/ twEcs; oEIWITY a o5e w EOIIAL # :. VABI a U► 10 +55a -72A PSF AD PMOWS LOOM SIP TO 6'-r. ATE I -_ _._ -� PROTECTION PRODUCTS. I= 0/m/n a/AN
<br />2. FOR HET[ WOOD FRRME coHRTNACTIOW WOOD MDOM TO M SOUTHERN 4IN tf. M s,RNt 1. N LRCM
<br />•�•. � , _ _--- AL PROTECTN)N1 PRODUCTS, Ll)C. HIUG PINE w. 2, w/ LrEa/lc IIWSm of oss OR EDtAAL �••'• ONTO 0°6 � � PROTECTION PRODUCTS. LLC. N
<br />'$y (R'SS'O •A`�• _. ... u a •. Nr ,IA4. Hoc 04)Wx-)Mk ae ob.)No m �97181� S• • Nw. , .Cr . Nr , _ARM RNR sNwns. RWOARN}M.•aA, 111wp 11M I L �. C O E M 4 0 2O-
<br />! dM)IN-)MI6 aA: pNIN6-IPA
<br />WmL FL SM1• la a.Arr YIM Malal 20-176 0. AWN•
<br />IVr,ae4n-,a.-HINT S N.•'�
<br />AH PI. SmAmeno eAOAw wy,OM ,1. PE 4 on kw IV I ,I4 ..-........ >a6/BwMWM[AMRS Wn.,�1.wA "- �.'L.PJS' - _ - - WHm w «AM PE wM/WWwww/IM[ '9lSLA'wR'+':Lt u
<br />COMPONENTS FOR SERIES 2000 do 1000 E-Z HANG STORM PANELS
<br />(SCALE 1/2-1 )
<br />. _-16AN• (,DIAL wlmH>.- .__ � _.._--- -. ___�_..._
<br />- - ----125w (EFFECTIVE WwrtH)
<br />wl W 5 m
<br />2. .2� / ! M. AM A-06J
<br />own 55 NSNNW
<br />Li,AR, A 4e.f 0-00 GW.
<br />------------------
<br />T STORY PANEL
<br />1
<br />PI DOD V V'
<br />W/ "Down [DOE
<br />l
<br />/ ISOMETRIC VIEW DETAIL A
<br />ROLWM CORNER • ENDS OF PMEL'S
<br />END UP W/ NEARED EDGE.
<br />(N.T.S)
<br />L J
<br />L-3• Ma.--+
<br />O l WTerjUgg.) AWN_ AN=
<br />6BrAa A.J•
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<br />..780•
<br />.e13'
<br />3.75O•
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<br />i
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<br />BeSWW1�PRtlBB�� �����
<br />E7 � � Ei III ti � d li Ii
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<br />�E1111i - - - I III till J�,,i ITI-111 TINIA-11111
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<br />O-kM"/FOR'Mis 3 /eLE SO,wlw a >@1 „ 0 s.rl� 1. ,r s SAIL ALwwa 6E MD'YWED M/
<br />anu 1/YT TOM R4TASHSTALIEDWAwTq�II
<br />OH'OI,10 ADHIMS S[ � / KM IWWLL TO /ACBITAI[
<br />HwAJI IHANDUE TO FACRRA1f nW INBOE'NFMO► DIImNICWMAEMAm'
<br />E-Z NANO STORY PANEL SYSTEM P WORKED TO BE'MTAum FROM -
<br />ON
<br />tlawR �r---
<br />am= OF STRUCfl6w BtNI . ,
<br />_J�:/4• ow or raw t/4' M .. w _ V4-NA. OM-1
<br />f ar Hr®W/ aI e/o & ® T
<br />SECTION A -A SECTION B-B XLo,1Oo"wiwo10[�'"'
<br />fCALt 3ja" - ,• MQg�' : fNMR i91' - 1•
<br />(1). �IIYiMIN PA REMISE ,006 E - 2 H O NG STORM PANEL SYSTEM WNSSTM OF PANEL +
<br />TRACKS AT LOP t PAELMATE PLUS OR 15• LONG
<br />(1). ACOMMON.DF SERIES M: E - 2 HALO STORM PANEL SYSTEM CONSRNNG OF PANEL + AT BOTTOM w/ PAIPJAA7[S.
<br />cwt TRACTS TOP ! e0T1om. (2). END PANELS SMALL ALWAYS M TO Mgj(RIG SSL WALL By MEANS OF
<br />(2). PAILS 811M,L ALWAYS SC CONNECTED ro PANELS.
<br />1M(•K OTHERWISE A STOP GAR $HALLK c Ct P USED �IY-w is � "AIJK / AT 90170114 END .Sf7f�, As
<br />PANELS
<br />SKYYL K PROVIOEO AT TOP OF SUCH FAHEL3. RIME wwo A COWE�C�j0D�134 Awl/n 4•s-2W 4 •S.APwPEOY (�(Ex
<br />(3). br FIND ARE TQ HpTTOM TRAOIK, CONNECTION TEAL CONSIST OF ON arE~(D ' r
<br />1 s"1-30x3 {• MS w 7 e INKS/s2 NBIG TNR oR 1/4•a3/a• MIT tRio166CREW 3 FOR CAW MEN END PANELS ME USE JpeRLY w/ it LONG ®AT
<br />80,10M TIOM Oi fAS7FMiR Y K M EITHER Kr Two ()' 7K
<br />EXIEWOW FLAT RANGES; OF ENO PANEL. �TtOM BUR END PANELS ARE NOT
<br />GXIMECr(D ro eOrTOM TNIACK STD► SAR
<br />(4). N CASE THAT ENO PANELS ARE MOT CORRECTED ro BOTTOM SNACK (La A STOP MR @J 2 L 8E P'IW'0® A7 COP OF SNCIK gAlEL9'
<br />S ONLY USED AT TpP) At IfAST TwO PANELS SHALL O M FitCTED To eoTKM TRACK (4). IN INSTALLATIONS WHEN ETD PANELS AND SOIL NKEIRRE�,PNRT.S NE DIRECTLY
<br />Low 6PECS INDICA CH NOTE (3) ABOWE N SUpK CASE. CONNQCf10N rF PAISS.S M Y USO J0N1 6T," TINCN ('1) AT 1 am. Sro-, COWL
<br />ro BOTTOM TRACK MAY OCCUR AT ANY PANEL UWATDN. M� NV M OLLDMq SPACING y /y
<br />(3). SEE SECTION 1'. 3- ! 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. LEFT . RIGHT SIDE OF PANEL) WAVE
<br />A 2 NEED To INE=• NNOM ,O S K l Y' M) � INSTALLED
<br />.S(•� A; Tu(/r, THEIR (MRIAPS WETAIED BY �, 9HWL
<br />PANEL 1 INTO POURED CONCRETE OR CONCRETE BLOCK
<br />\ a HA.4 1R'GI'�MRALranw MwlWs
<br />a1.-
<br />OscxE
<br />� � s
<br />N ^I0. THAT SO
<br />INSTALLATION MAiLS FOR SERIES 2000 AND 1000 E-Z HANG STORM
<br />_0 ,
<br />I !
<br />L_ - -H
<br />VMSVMS. Ns w/
<br />.
<br />NUT ERM,ER
<br />I L_._ 1 4 TAPCON ANCNNO I- 1 A• TAPCON
<br />�4 ,/r D.C. "
<br />04,/r OA.
<br />R0°OOUMiDK:OpC11EiE NIDCIKNACU CIXlGETE 6lOCt
<br />REQUIRED
<br />SCAE 3/6••1'SCALE 3/e•-,'
<br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />_ 1 4• TAPCDN ANCHORS My4• TAPCON ANCHORS
<br />S" ac. i r D.C.
<br />II[OUHR[p �N' GTE
<br />OUYICOCIG [TE NOCX� r
<br />I EMI 1 4' ) 1/1.
<br />f � • I T � Aar.
<br />NwaII•ws. A I �z�W I
<br />OLD tl'�' i i i s GLASS
<br />I
<br />I aaw • r
<br />ao 0 ; I co.•
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<br />• e I" PPANOLMATE PLUS w/ H I _� /K�q) ►omam E �
<br />I __VI"
<br />- v WINO MR I" let i(%e A ,I 3/3r RNO Nur wA ER
<br />I
<br />.IAA[�', ''Riotm" REQUIRED
<br />E NOCR ���O�R AC�O[U�1ftIC BLO K
<br />yi�� ��AYyYA[l
<br />ee, M
<br />:y
<br />SCALE 3/r-1 i a A SCALE 3/e•-1•
<br />r
<br />3•'uCEN'
<br />ND.44187 FLORIDA ENRLOING CODE NI h WN NurMaone ZHme
<br />k : .SwF Tawas W-
<br />ATE 20 GAGE 6AWARRED STEEL STORM PANEL aFUPN
<br />m moving�+'•.
<br />O.o'•. OR PRODUCTS. o/w/[NN
<br />ORAL0���IEBe. PROTE 40111 _ LLD.
<br />am mom pN)•D-wy �µryegr.H,wT 20-176
<br />mal
<br />N!♦. ti, -Nall INww R
<br />P,a MV./iIMRFW/MR p{•OBOIIIe
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<br />TWA
<br />A1OeR
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<br />Prra roR NfGYAMNW IAIo foaG
<br />RI6L IXAROeY r AI,wA IArAr -• 7 7
<br />MNIIHN AMNCHDR HIWCIHDI MID tH,tMM moo
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<br />mM osAHNCL ME t401GRD ON ws •4w.WrIM
<br />eDmac FaR LA Ira 1NRN NIWm HN NNe.•u a14.r. Nr 0,) ► 3 In
<br />fDolLt RSDIXLK AACIIDII 11,L1a Br
<br />HALIILY1011/IICIII MHDrN W SCIMaIA[ IWla IDeISR
<br />N M /aNOaM ACTOIR TOR TMI
<br />ap010M 1D M FOMeLC R[ONAYD
<br />lYdO aegw/D 11lIA FACTOR IINi MDT
<br />M 11M THAN II/IHAA f1WCM LwIDOm --
<br />IaR TADS AKIq tYR a WIB ftHmuE s',m
<br />INSTALLATION DETAILS FOR OPTION 02 FOR LIFE SAFETY STORM PANEL SYSTEM °Df°"" '" -2 IMMG sTe■e .��,I
<br />INTO EXISTING WOOD STRUCTURES 6.1) MINIMUM EAWEOMELR OF TAPCCN ANCHORS AND PAIEIWTE FEMALE ID ! PAWLMAIE PLUS INTO CONCRETE
<br />INTO EXISTING WOOD STRUCTURES I. a-: NANO STORM PANEL SHNDWN ON THIS PRODUCT EVALUATION DOCUMENT (aE.o.) HAS BEEw vgaPlEo FOR coMTILUHce w
<br />_ ACCORDANCE ITN THE 2020 (7th LOTION) Of THE FIARM SUBDRNG COOC. NOCX SMALL 6E 1 1/4•.
<br />\-- -- ~ - - DESIGN WIND LOADS WALL eE WIDOWED AB PER SOLTDM 16"OF M ABOVE HENNOWD CODE, e.2) MINIMUM pl MMXT OF 1/011 X 7/e• CALK-10 ANCHORS SHALL BE IS 7/e' INTO CCACRETL
<br />- i ,i - '/ •l �, - FOR A MID S/E[D AS RELXRRED BY M JUIROICTION MARE TIES[ 81RRTCtS MARL SE wSTALLED AND) Itl/04•EI T'i0°�EwNN SOF°I,11E USED SMALL K (f1gWA ANY FINISH W,D1ML E106TJ TO
<br />may% .MOOD IwADR �y,-! HEADER J` IfAOEN _WOOD HEADER '"' - F'OR A ONKC1gNN1FY PAC1pR Ifd-O.e3. U9NNi ASCE 7-1° AND SIMl1 NOT EXCRT) M WIKIMUM (tiS.D. 6-20 SS �RT%MMm /IR'OIMIm 1/ OEM PRESSURE RATINGS NgDATED oN SHM 2S a 26.
<br />4Y 1APCA1 ! r ac '` , 4V TAPOOM • r O.C. 04W 3/4* INTO ANCHORS.
<br />, .1r A �� a , .v GPCOII a r o.t. 1/4
<br />4~+TAPCON • 0 \ / - �yi' 6 0 SIWIN D'LDC1teE RFDIICTO VERIFY m r0 0 1 ULTIMATE ADM CONDITION. L011RS MUL11�MLT7 AG°BOETORMIMED TMEY SY O.e M'�'dDER TASGE O 16
<br />9.3) w C/,9E THAT PAECA6r STONE. q1 PR[Cw4T CONCRETE PANELS BE FOUND ON THE pOSTNfi WALL,
<br />--�' 1 w' TIIwAW(O -�1 1 HATE iHHRVDEDWOOD
<br />POE11AtIW AT w0o0 1 PC1EIIk11W A w000 / PM[1RAR01/ AT MOOD HEADER ` I IEAOR ro cOMRME TREE w/ HAIR. (AS.D) oLEIGN PRESSURE mymm NOR•arm ON SHEETS 25 ! 26. ANGIORS SHALL BE LONG ENOUGH ro WON M MAIN STRUCNRE @SUMO SUCH PANELS, ANCH a
<br />,HFA001 HIA10ER IHM001 r , WADER / ` SMALL BE AS MENTIONED N e,1) AND N B.2).
<br />\ i HALM/ 1�[/ J N ORDER TO VERIFY THAT COMPONENTS AND ANGERS ON THIS PLO. AS TESTED WERE NOT CIVEIR STRESSED. A 33X INCREASE
<br />,/r 1/a• i/Y �. �(. t/r ,i.. //Y t �. / 1/2• 1/4' /` , 1/2• � 1/4• w ALAMAILE STRESS FOR MD LOADS WAS MDT. USED N MEN ANALYSIS. FASTENERS SPACING TO MIDM HAS SEEM
<br />yli.._._ �,,, .. , 1 1 j i/ / OErOOSIED N ACCORDANCE MAIM H.C.S. M,S. (0) SE INSTALLED FOLLOWING ALL OF M 11�lRIENOATIONS AND SPEGFIGTDN! OF TM ANCHOR'S
<br />.� 11 IT SHALL SE THE RCBPONSWIUI• a M Cp�LACTOR 10 VERIFY THE SOUNDNESS OF THE STRUCII111E MERE SHUTTER
<br />T- / i•`1 \ ---i / \411%, MDoo HFAH 2• W000 MKA1 - ram' ---' STORM PWRL'S ADEQUACY FOR IMPACT AM FATIdR REMPANCE HAS SEEN VERMO N ACCgIpvDE WITH SECTION 106 OF
<br />1n. I IIeOUN[D ` , I TwD1RREp A I M ABOVE MNIIONED COOS AS PER iVKSIMTION TE51RD LABORATORY. INC. REPORT 7032. A4 PROTOCOLS TAS-201. dR MOOD FRMIE eUeARIGS. ' I I I (7(DJM I 1AS-202 AND TAS-203. R TO SE ATTACHED TO N/S{RB PROPER ANC1gRpE. TITS SHUTTER SHALL ONLY BE ATTACHED TO CONCH[ BLOCK
<br />L i I l • i Lam__ , 2. THIS ITEM HAS MEIN DE6gNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING M OPD040 FROM M
<br />`:
<br />'� ,� i � � ! ( � � • � .fT I � WSIOE W/0 THE USE OF A IAOOL,R ON 11R. THIS APPLICATION R MMJD VIIIM R14TAUTDN M INTENDED TO BE PERFORMED t2. M INSTALLATION 001[iRACTOR IS 70 9FAL/CAUIX ILL 61NlT1ER COMPONENT E1XiEE IMIICN REMAIN N COMiMJ01A
<br />I ' UH !. tY i
<br />OM7I16 •� HMI,YN,ON
<br />t• �. aIIM , aIN,No Aa �� i W. �� I FROM THE NSDE OF STRUCTURE. �� wTM M eIILOIIO ro PREVENT MYND/PA2N INTRUSION. cAxx AND SEAL aHnlrtER TRACKS ALL AROLRD FULL
<br />'LL w HIAM INFUSE No
<br />HN Mar ,q I MM) A am WM, 16) i `i _ A 1000 INSTALLATION R APPLICABLE To SINGLE AND ONUSES HIRING STYLE MEOWS WHEN INSTALLATION IS RECLINED To BE
<br />_ ow 11) I 1 I -pet 4Dm4L - OC,o10 ° ogle I I PERFORMED FROM M NSM Of STRUCTURE 13. STORM PANEL INSTALLATION SMALL COMPLY wIN SPECS TNOICATEp IN 11aS ORAMIO PITS ANY BUXOM AND 20NNG
<br />pQ HI O4[ >e lAw .^ I MQ SGIWAS-_ I PANEL IIDgiH _--n� PANEL 4. SERIES 2OOD INSTALLATION R APPLICABLE TO SDHCE AND DOABLE HUNG AND HORIZONTAL SLICERS STYLE WINDOWS WHEN
<br />_ f :_ __._. ...- , Wa. ao ,a ! , I1,/�v-2a" --- ; aH Elar 1q ' LSFE NONE 1 NIEI,OW) ,/a•A-m.T• 1_.. `.. _- (S[[ M01[ REOUlAT10113 PROVIDED B'I THE MLTDM COHERE PERMIT R APPLIED ro.
<br />IWIR
<br />ILL
<br />ann: � a � I I BELOW) s 1. M i Y - Yam• Ns1ALlAT10N 6 REOUYKD TO BE PEXFORMEO FRAL TIME NSDE 01 1filUCTIIRE. 14 ATRIUM WIDOWS Nq DOORS. NC. E - 2 HANG STORM PANEL SYSTDA- IS POW P01
<br />(St[ NORRAPID.PANEL LENGTH
<br />Lllr. I i'
<br />mow I /.•4- %/ j I G dR w,ato . 6ELOR')
<br />S' - GLASS I - 1 S. ALL ALUMINUM DXNUMS TO BE 6063-T6 ALLAY AND TOO". (UNUESS OTHERWISE NOTED) IS. (4) THIS PRODUCT EVALUATION DOCIRAENT (P.E.OJ PREPARED BY INS 04NM IS GENERIC NO DOES LOT PROVIDE
<br />LLL111_ 111 ,,, .. - I WIND PROJECT
<br />-..( % \ , INFORMATION FOR A SfTE SPECIFIC IA. MERE THE SITE CONDITIONS DEWAtt FROM M P.E.D.
<br />1 .._ 1 __ _ B• j _.. - ._.nl UIT _ Y j ' I • 3/O . I 1 S. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHAH HAVE 3105-H14 ALLAY.
<br />,
<br />METAL PANELS L NAIVE
<br />(b) CONTRACTOR TO SE RESPONSIBLE FOR TIME SELtCT10N. Goes
<br />AND IRvE FROM
<br />INCLUDING "WAIL OF
<br />j 1 , 4 O GPCORI.. -�- - 7. STRUCTURAL OUMJIY sTQL• ASTMI A-aBJ GRADE 'JO MI., GALVANIZED sTEE1 TTg9 FMO[KICT BASED dl TINS P.E.C. PROMOED DOES NOf pENATE FR011 M CONpTDMS OETARED ON
<br />-� ` 0.G -} _. _. ..._. OG910NLTON�� - Se.S Nw wm *a=). THIS DOGAEHT. CONSTRUCTION SAPETY AT SITE 15 '49 CONTRACTOR'S RESPONSIBILITY.
<br />TWEAOM
<br />`' - i
<br />fENEMADN At U a ALL SCREWS r0 BE STAMaEeB STEEL 304 DII 316 AS SERIFS OR COItl106DN RESISTANT COATED CARBON STEEL AS PIER DIN (a) THtlS PRODUCT EVAINTN7N DOCUMENT MARL BE OONBIDEAkT) IAMLD IF MODIFIED
<br />JMOMCM OF PLATE v - ._._-:= .}�_: .1 '.-. 5001B w/ BD W YIELD STRfl/0M AND BO kel TENSILE STRENGTH ! SHALL COMPLY w/ ROI10A SUROM CODE SECTOR 24112.3.4.
<br />I -i I I (4) SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGIittRED ENGINEER ON ARCNTECT RNICH WILL
<br />jt7I �. I - i I ! f. BOLTS TO BE ASTM A-307 ON.VANUEED STEEL. OR AM 304 SERIES STAINLESS STEEL. WITH 36 W MINIMUM YIELD STRENGTH. BECOME M I ONEER OF RECOWB ((E.O.R.) FORM PROJECT AND WHO WILL BE MPON°WLE FOR M PROPER
<br />USE OF M P.E.D. ENGINEER OF RLOOID. ACRID AS A DELEGATED 04WJ [R TO THE P.C.D. ENGINEER. SHALL
<br />j 10. ANCHORS r0 WALL SWILL BE AS FOLLOWS: SUMMIT ro THIS LATTER M SIRE YEL2FLC ORNIN66 FOR REVIEW
<br />J
<br />A) (.) THIS PLO. SHAAL BEAR THE DATE AND CROOK SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF
<br />_ ; d, - 1/4•0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDER. INC. (MIN. 1*"3162 P-Q RECORD 1HNT PNEPAVED R.
<br />COW. J .CM. 1/sY-70.3/4•aa M1�/ '1/4'M- 4 & W/ �((p - 1/4' • % 7/e• OALX-N AACIIORS, AS MANUFACTURED BY DENALI INC. (Ma1'N, fe-J000 P.a4) ,a STORM PANEL MANKACIALRY LABEL SNYL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PAMEL N
<br />t N , /•Y•3/M• - 1 } ...1 L.' - /14-10 PAKLAITE FIMALE 0 a PAMELAMTt PLUS ANCHORS. AS ►PWXIU BY ELCO CONSTMJCTDN PRODLIum TO COMPLY MAIM SECTION1709.11OF FLORIDAM DING C E. ONE COOL.
<br />1 • , , womm ! 12 I/2• CA. WASHER (BLYONO) (Ca-0350 ".l. 3/32• eWI NO
<br />U 1 I I WINO L ' 7 HAND NUR l/e'H,IupW rIq Ian ` ACCORDA/CE WITH SECTION 170e.B.3 OF FtOHDBUILDING CODE. ONE LABEL SMALL K PLACED FOR EVENT' oPEMHG-
<br />JI • ,: ,/2' oc. I ! I' NUT wLWHi (BEYOND) ' i {
<br />`LI l , 4v TM m[ w 6• oa �• w o , a s 1/4• o.c. i- 11 IASHHtR •
<br />I (SM06TAr N/ r i j�AYDfIMO /HUG) POITMWON �' 1 Yd" W000 �� U L7/rr v 3/32' MID NUT r.4- MM �i/B'0.3/32' WING NUT
<br />UPCON • r 04 I L , , MILL t1ewADQ1 1 •�- I A1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO PCNRED CONCRETE SHALL BE 1 J/.• AND 2" FOR PANELMAtt
<br />�� { J I I IELNLE ID ! PA1ET.Wtt PLUS.
<br />W , t MN MWAOED _ • W000 PLATE 1HNIQ5m ... 1/` ` OF PLATE A �M _ REQUIRED
<br />NEOLMWD I (BEYOHID)
<br />1._ --- aF FYATi" At UAw10M ,-) 'i' ` OF PLATE A, 1°0M1G'H I 'l `I • 1MN°° FIAT[ WDSE,°0 TIME 114
<br />i j4• D.C. Wtt1 1 1 ii i 1 j4• o rz1 7 __ 1 � .. J ' I A2) eMB ANY FINISH MATERIAL SMALL
<br />1/4' % 7/e• CKN-M ANCN01R5 SHALL BE R 7/e• Ni0 CONCWEIE, NO ElReE011MT INTO
<br />-_- _.roe0 Nun
<br />..-�.rt- Py/11'
<br />PEMMBi7FD
<br />_.. aPE�N[TMTDM I I I V ` ap�«7�1Mi ON I -' 1N/ro4• F fDEYA4X eOUS IREC SHALL BE LOAD ENOUGN(SHgIII,D ANY FINISH MATERIAL EXIST) 10 ENGAGE 3/4• i([�
<br />fCJLi J/r.1mmu mg• - �� ._~ ... A3) N CAS[ THAT PRECAST STONE. PIECA4T CONCRETE PANELS. OR PAVERS BE FOUND ON M EXISTING WALL OR ........
<br />arxt 3/e -1" WALL FLOOR, ANCHORS SHALL BE LONG ENOUGH TO TEACH M LAIN STRICTURE BEHIND SUCH PANELS. ANCORIQE RILL 3 ' uCEN
<br />1bLE 3 -1• SCAM -1•
<br />TI BE AS MEMNED N A,) AND w A2).
<br />n• :W
<br />1T� Ep TI((/T / �rcP AENp,,/rA�i sme 3/r-1 • (e) m E1tHNT Ne rnHrnE1F .PAN ..M , No. 44187
<br />SCALE A•:' FLORIDA RUMDNo CODE h voloo NuTYlaane Zone 3..r �%�' •C FLORWA 6UILDINO CODE IPA Vol"I NU rr cone URe - 1/4• P TAFICON ANICHO IS AS M4NIFACRIREO 6Y I.T.M. SUILDEX M. ' # FLORIOA MU)INo CODE h Y Nurrkane
<br />1. NWMUATIOIS ARE ONLY VWUD FOR IKOINOS WITH "A DCM LOADS sm : 45Na ILIM M& rP. - 1/4- e X 7/r CALK -IN ANCHORS. AS MANUFACTURED BY OEWALT INC. (Ym.1900 pa.i.) 4em6 Arlo. FAD.
<br />UP To .66A -72.o PM AND PANEL'S MINI IN UP 70 r-r. a4m ,awsa 41a F.P. : NO 441 BT 20 BADE OALVANIZED Sim STORM PANEL
<br />7. TOR NEW MONO FLAIR coWTwNTINt WOOD AOWfM6 TO M aounaw 20 GAGE OKYANRED STEEL STORM PANEL C` gr'•. R 20 LADE OALYANRED STEEL STORY PARE
<br />eMA N On 1. INSTALLATIONS; ARE ONLY VALE) FOR IRA UNIM WITH A.S.D. OEM I DA06 *': # # ? °�' °A - ,'►RODUCTS (P (r-20 1FCMME D AND PANELWtt PLUS ANCHORS. AS MANUFACTURED NY ELOC CANSTIIIICITON Ww
<br />vIE Na a M/ twEcs; oEIWITY a o5e w EOIIAL # :. VABI a U► 10 +55a -72A PSF AD PMOWS LOOM SIP TO 6'-r. ATE I -_ _._ -� PROTECTION PRODUCTS. I= 0/m/n a/AN
<br />2. FOR HET[ WOOD FRRME coHRTNACTIOW WOOD MDOM TO M SOUTHERN 4IN tf. M s,RNt 1. N LRCM
<br />•�•. � , _ _--- AL PROTECTN)N1 PRODUCTS, Ll)C. HIUG PINE w. 2, w/ LrEa/lc IIWSm of oss OR EDtAAL �••'• ONTO 0°6 � � PROTECTION PRODUCTS. LLC. N
<br />'$y (R'SS'O •A`�• _. ... u a •. Nr ,IA4. Hoc 04)Wx-)Mk ae ob.)No m �97181� S• • Nw. , .Cr . Nr , _ARM RNR sNwns. RWOARN}M.•aA, 111wp 11M I L �. C O E M 4 0 2O-
<br />! dM)IN-)MI6 aA: pNIN6-IPA
<br />WmL FL SM1• la a.Arr YIM Malal 20-176 0. AWN•
<br />IVr,ae4n-,a.-HINT S N.•'�
<br />AH PI. SmAmeno eAOAw wy,OM ,1. PE 4 on kw IV I ,I4 ..-........ >a6/BwMWM[AMRS Wn.,�1.wA "- �.'L.PJS' - _ - - WHm w «AM PE wM/WWwww/IM[ '9lSLA'wR'+':Lt u
<br />COMPONENTS FOR SERIES 2000 do 1000 E-Z HANG STORM PANELS
<br />(SCALE 1/2-1 )
<br />. _-16AN• (,DIAL wlmH>.- .__ � _.._--- -. ___�_..._
<br />- - ----125w (EFFECTIVE WwrtH)
<br />wl W 5 m
<br />2. .2� / ! M. AM A-06J
<br />own 55 NSNNW
<br />Li,AR, A 4e.f 0-00 GW.
<br />------------------
<br />T STORY PANEL
<br />1
<br />PI DOD V V'
<br />W/ "Down [DOE
<br />l
<br />/ ISOMETRIC VIEW DETAIL A
<br />ROLWM CORNER • ENDS OF PMEL'S
<br />END UP W/ NEARED EDGE.
<br />(N.T.S)
<br />L J
<br />L-3• Ma.--+
<br />O l WTerjUgg.) AWN_ AN=
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<br />BeSWW1�PRtlBB�� �����
<br />E7 � � Ei III ti � d li Ii
<br />I i III II!!iI DI IiI IIIIII
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<br />O-kM"/FOR'Mis 3 /eLE SO,wlw a >@1 „ 0 s.rl� 1. ,r s SAIL ALwwa 6E MD'YWED M/
<br />anu 1/YT TOM R4TASHSTALIEDWAwTq�II
<br />OH'OI,10 ADHIMS S[ � / KM IWWLL TO /ACBITAI[
<br />HwAJI IHANDUE TO FACRRA1f nW INBOE'NFMO► DIImNICWMAEMAm'
<br />E-Z NANO STORY PANEL SYSTEM P WORKED TO BE'MTAum FROM -
<br />ON
<br />tlawR �r---
<br />am= OF STRUCfl6w BtNI . ,
<br />_J�:/4• ow or raw t/4' M .. w _ V4-NA. OM-1
<br />f ar Hr®W/ aI e/o & ® T
<br />SECTION A -A SECTION B-B XLo,1Oo"wiwo10[�'"'
<br />fCALt 3ja" - ,• MQg�' : fNMR i91' - 1•
<br />(1). �IIYiMIN PA REMISE ,006 E - 2 H O NG STORM PANEL SYSTEM WNSSTM OF PANEL +
<br />TRACKS AT LOP t PAELMATE PLUS OR 15• LONG
<br />(1). ACOMMON.DF SERIES M: E - 2 HALO STORM PANEL SYSTEM CONSRNNG OF PANEL + AT BOTTOM w/ PAIPJAA7[S.
<br />cwt TRACTS TOP ! e0T1om. (2). END PANELS SMALL ALWAYS M TO Mgj(RIG SSL WALL By MEANS OF
<br />(2). PAILS 811M,L ALWAYS SC CONNECTED ro PANELS.
<br />1M(•K OTHERWISE A STOP GAR $HALLK c Ct P USED �IY-w is � "AIJK / AT 90170114 END .Sf7f�, As
<br />PANELS
<br />SKYYL K PROVIOEO AT TOP OF SUCH FAHEL3. RIME wwo A COWE�C�j0D�134 Awl/n 4•s-2W 4 •S.APwPEOY (�(Ex
<br />(3). br FIND ARE TQ HpTTOM TRAOIK, CONNECTION TEAL CONSIST OF ON arE~(D ' r
<br />1 s"1-30x3 {• MS w 7 e INKS/s2 NBIG TNR oR 1/4•a3/a• MIT tRio166CREW 3 FOR CAW MEN END PANELS ME USE JpeRLY w/ it LONG ®AT
<br />80,10M TIOM Oi fAS7FMiR Y K M EITHER Kr Two ()' 7K
<br />EXIEWOW FLAT RANGES; OF ENO PANEL. �TtOM BUR END PANELS ARE NOT
<br />GXIMECr(D ro eOrTOM TNIACK STD► SAR
<br />(4). N CASE THAT ENO PANELS ARE MOT CORRECTED ro BOTTOM SNACK (La A STOP MR @J 2 L 8E P'IW'0® A7 COP OF SNCIK gAlEL9'
<br />S ONLY USED AT TpP) At IfAST TwO PANELS SHALL O M FitCTED To eoTKM TRACK (4). IN INSTALLATIONS WHEN ETD PANELS AND SOIL NKEIRRE�,PNRT.S NE DIRECTLY
<br />Low 6PECS INDICA CH NOTE (3) ABOWE N SUpK CASE. CONNQCf10N rF PAISS.S M Y USO J0N1 6T," TINCN ('1) AT 1 am. Sro-, COWL
<br />ro BOTTOM TRACK MAY OCCUR AT ANY PANEL UWATDN. M� NV M OLLDMq SPACING y /y
<br />(3). SEE SECTION 1'. 3- ! 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25. LEFT . RIGHT SIDE OF PANEL) WAVE
<br />A 2 NEED To INE=• NNOM ,O S K l Y' M) � INSTALLED
<br />.S(•� A; Tu(/r, THEIR (MRIAPS WETAIED BY �, 9HWL
<br />PANEL 1 INTO POURED CONCRETE OR CONCRETE BLOCK
<br />\ a HA.4 1R'GI'�MRALranw MwlWs
<br />a1.-
<br />OscxE
<br />INSTALLATION DETAILS FOR OPTION 02 FOR LIFE SAFETY STORM PANEL SYSTEM °Df°"" '" -2 IMMG sTe■e .��,I
<br />INTO EXISTING WOOD STRUCTURES 6.1) MINIMUM EAWEOMELR OF TAPCCN ANCHORS AND PAIEIWTE FEMALE ID ! PAWLMAIE PLUS INTO CONCRETE
<br />INTO EXISTING WOOD STRUCTURES I. a-: NANO STORM PANEL SHNDWN ON THIS PRODUCT EVALUATION DOCUMENT (aE.o.) HAS BEEw vgaPlEo FOR coMTILUHce w
<br />_ ACCORDANCE ITN THE 2020 (7th LOTION) Of THE FIARM SUBDRNG COOC. NOCX SMALL 6E 1 1/4•.
<br />\-- -- ~ - - DESIGN WIND LOADS WALL eE WIDOWED AB PER SOLTDM 16"OF M ABOVE HENNOWD CODE, e.2) MINIMUM pl MMXT OF 1/011 X 7/e• CALK-10 ANCHORS SHALL BE IS 7/e' INTO CCACRETL
<br />- i ,i - '/ •l �, - FOR A MID S/E[D AS RELXRRED BY M JUIROICTION MARE TIES[ 81RRTCtS MARL SE wSTALLED AND) Itl/04•EI T'i0°�EwNN SOF°I,11E USED SMALL K (f1gWA ANY FINISH W,D1ML E106TJ TO
<br />may% .MOOD IwADR �y,-! HEADER J` IfAOEN _WOOD HEADER '"' - F'OR A ONKC1gNN1FY PAC1pR Ifd-O.e3. U9NNi ASCE 7-1° AND SIMl1 NOT EXCRT) M WIKIMUM (tiS.D. 6-20 SS �RT%MMm /IR'OIMIm 1/ OEM PRESSURE RATINGS NgDATED oN SHM 2S a 26.
<br />4Y 1APCA1 ! r ac '` , 4V TAPOOM • r O.C. 04W 3/4* INTO ANCHORS.
<br />, .1r A �� a , .v GPCOII a r o.t. 1/4
<br />4~+TAPCON • 0 \ / - �yi' 6 0 SIWIN D'LDC1teE RFDIICTO VERIFY m r0 0 1 ULTIMATE ADM CONDITION. L011RS MUL11�MLT7 AG°BOETORMIMED TMEY SY O.e M'�'dDER TASGE O 16
<br />9.3) w C/,9E THAT PAECA6r STONE. q1 PR[Cw4T CONCRETE PANELS BE FOUND ON THE pOSTNfi WALL,
<br />--�' 1 w' TIIwAW(O -�1 1 HATE iHHRVDEDWOOD
<br />POE11AtIW AT w0o0 1 PC1EIIk11W A w000 / PM[1RAR01/ AT MOOD HEADER ` I IEAOR ro cOMRME TREE w/ HAIR. (AS.D) oLEIGN PRESSURE mymm NOR•arm ON SHEETS 25 ! 26. ANGIORS SHALL BE LONG ENOUGH ro WON M MAIN STRUCNRE @SUMO SUCH PANELS, ANCH a
<br />,HFA001 HIA10ER IHM001 r , WADER / ` SMALL BE AS MENTIONED N e,1) AND N B.2).
<br />\ i HALM/ 1�[/ J N ORDER TO VERIFY THAT COMPONENTS AND ANGERS ON THIS PLO. AS TESTED WERE NOT CIVEIR STRESSED. A 33X INCREASE
<br />,/r 1/a• i/Y �. �(. t/r ,i.. //Y t �. / 1/2• 1/4' /` , 1/2• � 1/4• w ALAMAILE STRESS FOR MD LOADS WAS MDT. USED N MEN ANALYSIS. FASTENERS SPACING TO MIDM HAS SEEM
<br />yli.._._ �,,, .. , 1 1 j i/ / OErOOSIED N ACCORDANCE MAIM H.C.S. M,S. (0) SE INSTALLED FOLLOWING ALL OF M 11�lRIENOATIONS AND SPEGFIGTDN! OF TM ANCHOR'S
<br />.� 11 IT SHALL SE THE RCBPONSWIUI• a M Cp�LACTOR 10 VERIFY THE SOUNDNESS OF THE STRUCII111E MERE SHUTTER
<br />T- / i•`1 \ ---i / \411%, MDoo HFAH 2• W000 MKA1 - ram' ---' STORM PWRL'S ADEQUACY FOR IMPACT AM FATIdR REMPANCE HAS SEEN VERMO N ACCgIpvDE WITH SECTION 106 OF
<br />1n. I IIeOUN[D ` , I TwD1RREp A I M ABOVE MNIIONED COOS AS PER iVKSIMTION TE51RD LABORATORY. INC. REPORT 7032. A4 PROTOCOLS TAS-201. dR MOOD FRMIE eUeARIGS. ' I I I (7(DJM I 1AS-202 AND TAS-203. R TO SE ATTACHED TO N/S{RB PROPER ANC1gRpE. TITS SHUTTER SHALL ONLY BE ATTACHED TO CONCH[ BLOCK
<br />L i I l • i Lam__ , 2. THIS ITEM HAS MEIN DE6gNED TO BE INSTALLED ON THE OUTSIDE OF THE OPENING ACCESSING M OPD040 FROM M
<br />`:
<br />'� ,� i � � ! ( � � • � .fT I � WSIOE W/0 THE USE OF A IAOOL,R ON 11R. THIS APPLICATION R MMJD VIIIM R14TAUTDN M INTENDED TO BE PERFORMED t2. M INSTALLATION 001[iRACTOR IS 70 9FAL/CAUIX ILL 61NlT1ER COMPONENT E1XiEE IMIICN REMAIN N COMiMJ01A
<br />I ' UH !. tY i
<br />OM7I16 •� HMI,YN,ON
<br />t• �. aIIM , aIN,No Aa �� i W. �� I FROM THE NSDE OF STRUCTURE. �� wTM M eIILOIIO ro PREVENT MYND/PA2N INTRUSION. cAxx AND SEAL aHnlrtER TRACKS ALL AROLRD FULL
<br />'LL w HIAM INFUSE No
<br />HN Mar ,q I MM) A am WM, 16) i `i _ A 1000 INSTALLATION R APPLICABLE To SINGLE AND ONUSES HIRING STYLE MEOWS WHEN INSTALLATION IS RECLINED To BE
<br />_ ow 11) I 1 I -pet 4Dm4L - OC,o10 ° ogle I I PERFORMED FROM M NSM Of STRUCTURE 13. STORM PANEL INSTALLATION SMALL COMPLY wIN SPECS TNOICATEp IN 11aS ORAMIO PITS ANY BUXOM AND 20NNG
<br />pQ HI O4[ >e lAw .^ I MQ SGIWAS-_ I PANEL IIDgiH _--n� PANEL 4. SERIES 2OOD INSTALLATION R APPLICABLE TO SDHCE AND DOABLE HUNG AND HORIZONTAL SLICERS STYLE WINDOWS WHEN
<br />_ f :_ __._. ...- , Wa. ao ,a ! , I1,/�v-2a" --- ; aH Elar 1q ' LSFE NONE 1 NIEI,OW) ,/a•A-m.T• 1_.. `.. _- (S[[ M01[ REOUlAT10113 PROVIDED B'I THE MLTDM COHERE PERMIT R APPLIED ro.
<br />IWIR
<br />ILL
<br />ann: � a � I I BELOW) s 1. M i Y - Yam• Ns1ALlAT10N 6 REOUYKD TO BE PEXFORMEO FRAL TIME NSDE 01 1filUCTIIRE. 14 ATRIUM WIDOWS Nq DOORS. NC. E - 2 HANG STORM PANEL SYSTDA- IS POW P01
<br />(St[ NORRAPID.PANEL LENGTH
<br />Lllr. I i'
<br />mow I /.•4- %/ j I G dR w,ato . 6ELOR')
<br />S' - GLASS I - 1 S. ALL ALUMINUM DXNUMS TO BE 6063-T6 ALLAY AND TOO". (UNUESS OTHERWISE NOTED) IS. (4) THIS PRODUCT EVALUATION DOCIRAENT (P.E.OJ PREPARED BY INS 04NM IS GENERIC NO DOES LOT PROVIDE
<br />LLL111_ 111 ,,, .. - I WIND PROJECT
<br />-..( % \ , INFORMATION FOR A SfTE SPECIFIC IA. MERE THE SITE CONDITIONS DEWAtt FROM M P.E.D.
<br />1 .._ 1 __ _ B• j _.. - ._.nl UIT _ Y j ' I • 3/O . I 1 S. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHAH HAVE 3105-H14 ALLAY.
<br />,
<br />METAL PANELS L NAIVE
<br />(b) CONTRACTOR TO SE RESPONSIBLE FOR TIME SELtCT10N. Goes
<br />AND IRvE FROM
<br />INCLUDING "WAIL OF
<br />j 1 , 4 O GPCORI.. -�- - 7. STRUCTURAL OUMJIY sTQL• ASTMI A-aBJ GRADE 'JO MI., GALVANIZED sTEE1 TTg9 FMO[KICT BASED dl TINS P.E.C. PROMOED DOES NOf pENATE FR011 M CONpTDMS OETARED ON
<br />-� ` 0.G -} _. _. ..._. OG910NLTON�� - Se.S Nw wm *a=). THIS DOGAEHT. CONSTRUCTION SAPETY AT SITE 15 '49 CONTRACTOR'S RESPONSIBILITY.
<br />TWEAOM
<br />`' - i
<br />fENEMADN At U a ALL SCREWS r0 BE STAMaEeB STEEL 304 DII 316 AS SERIFS OR COItl106DN RESISTANT COATED CARBON STEEL AS PIER DIN (a) THtlS PRODUCT EVAINTN7N DOCUMENT MARL BE OONBIDEAkT) IAMLD IF MODIFIED
<br />JMOMCM OF PLATE v - ._._-:= .}�_: .1 '.-. 5001B w/ BD W YIELD STRfl/0M AND BO kel TENSILE STRENGTH ! SHALL COMPLY w/ ROI10A SUROM CODE SECTOR 24112.3.4.
<br />I -i I I (4) SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGIittRED ENGINEER ON ARCNTECT RNICH WILL
<br />jt7I �. I - i I ! f. BOLTS TO BE ASTM A-307 ON.VANUEED STEEL. OR AM 304 SERIES STAINLESS STEEL. WITH 36 W MINIMUM YIELD STRENGTH. BECOME M I ONEER OF RECOWB ((E.O.R.) FORM PROJECT AND WHO WILL BE MPON°WLE FOR M PROPER
<br />USE OF M P.E.D. ENGINEER OF RLOOID. ACRID AS A DELEGATED 04WJ [R TO THE P.C.D. ENGINEER. SHALL
<br />j 10. ANCHORS r0 WALL SWILL BE AS FOLLOWS: SUMMIT ro THIS LATTER M SIRE YEL2FLC ORNIN66 FOR REVIEW
<br />J
<br />A) (.) THIS PLO. SHAAL BEAR THE DATE AND CROOK SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF
<br />_ ; d, - 1/4•0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDER. INC. (MIN. 1*"3162 P-Q RECORD 1HNT PNEPAVED R.
<br />COW. J .CM. 1/sY-70.3/4•aa M1�/ '1/4'M- 4 & W/ �((p - 1/4' • % 7/e• OALX-N AACIIORS, AS MANUFACTURED BY DENALI INC. (Ma1'N, fe-J000 P.a4) ,a STORM PANEL MANKACIALRY LABEL SNYL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PAMEL N
<br />t N , /•Y•3/M• - 1 } ...1 L.' - /14-10 PAKLAITE FIMALE 0 a PAMELAMTt PLUS ANCHORS. AS ►PWXIU BY ELCO CONSTMJCTDN PRODLIum TO COMPLY MAIM SECTION1709.11OF FLORIDAM DING C E. ONE COOL.
<br />1 • , , womm ! 12 I/2• CA. WASHER (BLYONO) (Ca-0350 ".l. 3/32• eWI NO
<br />U 1 I I WINO L ' 7 HAND NUR l/e'H,IupW rIq Ian ` ACCORDA/CE WITH SECTION 170e.B.3 OF FtOHDBUILDING CODE. ONE LABEL SMALL K PLACED FOR EVENT' oPEMHG-
<br />JI • ,: ,/2' oc. I ! I' NUT wLWHi (BEYOND) ' i {
<br />`LI l , 4v TM m[ w 6• oa �• w o , a s 1/4• o.c. i- 11 IASHHtR •
<br />I (SM06TAr N/ r i j�AYDfIMO /HUG) POITMWON �' 1 Yd" W000 �� U L7/rr v 3/32' MID NUT r.4- MM �i/B'0.3/32' WING NUT
<br />UPCON • r 04 I L , , MILL t1ewADQ1 1 •�- I A1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO PCNRED CONCRETE SHALL BE 1 J/.• AND 2" FOR PANELMAtt
<br />�� { J I I IELNLE ID ! PA1ET.Wtt PLUS.
<br />W , t MN MWAOED _ • W000 PLATE 1HNIQ5m ... 1/` ` OF PLATE A �M _ REQUIRED
<br />NEOLMWD I (BEYOHID)
<br />1._ --- aF FYATi" At UAw10M ,-) 'i' ` OF PLATE A, 1°0M1G'H I 'l `I • 1MN°° FIAT[ WDSE,°0 TIME 114
<br />i j4• D.C. Wtt1 1 1 ii i 1 j4• o rz1 7 __ 1 � .. J ' I A2) eMB ANY FINISH MATERIAL SMALL
<br />1/4' % 7/e• CKN-M ANCN01R5 SHALL BE R 7/e• Ni0 CONCWEIE, NO ElReE011MT INTO
<br />-_- _.roe0 Nun
<br />..-�.rt- Py/11'
<br />PEMMBi7FD
<br />_.. aPE�N[TMTDM I I I V ` ap�«7�1Mi ON I -' 1N/ro4• F fDEYA4X eOUS IREC SHALL BE LOAD ENOUGN(SHgIII,D ANY FINISH MATERIAL EXIST) 10 ENGAGE 3/4• i([�
<br />fCJLi J/r.1mmu mg• - �� ._~ ... A3) N CAS[ THAT PRECAST STONE. PIECA4T CONCRETE PANELS. OR PAVERS BE FOUND ON M EXISTING WALL OR ........
<br />arxt 3/e -1" WALL FLOOR, ANCHORS SHALL BE LONG ENOUGH TO TEACH M LAIN STRICTURE BEHIND SUCH PANELS. ANCORIQE RILL 3 ' uCEN
<br />1bLE 3 -1• SCAM -1•
<br />TI BE AS MEMNED N A,) AND w A2).
<br />n• :W
<br />1T� Ep TI((/T / �rcP AENp,,/rA�i sme 3/r-1 • (e) m E1tHNT Ne rnHrnE1F .PAN ..M , No. 44187
<br />SCALE A•:' FLORIDA RUMDNo CODE h voloo NuTYlaane Zone 3..r �%�' •C FLORWA 6UILDINO CODE IPA Vol"I NU rr cone URe - 1/4• P TAFICON ANICHO IS AS M4NIFACRIREO 6Y I.T.M. SUILDEX M. ' # FLORIOA MU)INo CODE h Y Nurrkane
<br />1. NWMUATIOIS ARE ONLY VWUD FOR IKOINOS WITH "A DCM LOADS sm : 45Na ILIM M& rP. - 1/4- e X 7/r CALK -IN ANCHORS. AS MANUFACTURED BY OEWALT INC. (Ym.1900 pa.i.) 4em6 Arlo. FAD.
<br />UP To .66A -72.o PM AND PANEL'S MINI IN UP 70 r-r. a4m ,awsa 41a F.P. : NO 441 BT 20 BADE OALVANIZED Sim STORM PANEL
<br />7. TOR NEW MONO FLAIR coWTwNTINt WOOD AOWfM6 TO M aounaw 20 GAGE OKYANRED STEEL STORM PANEL C` gr'•. R 20 LADE OALYANRED STEEL STORY PARE
<br />eMA N On 1. INSTALLATIONS; ARE ONLY VALE) FOR IRA UNIM WITH A.S.D. OEM I DA06 *': # # ? °�' °A - ,'►RODUCTS (P (r-20 1FCMME D AND PANELWtt PLUS ANCHORS. AS MANUFACTURED NY ELOC CANSTIIIICITON Ww
<br />vIE Na a M/ twEcs; oEIWITY a o5e w EOIIAL # :. VABI a U► 10 +55a -72A PSF AD PMOWS LOOM SIP TO 6'-r. ATE I -_ _._ -� PROTECTION PRODUCTS. I= 0/m/n a/AN
<br />2. FOR HET[ WOOD FRRME coHRTNACTIOW WOOD MDOM TO M SOUTHERN 4IN tf. M s,RNt 1. N LRCM
<br />•�•. � , _ _--- AL PROTECTN)N1 PRODUCTS, Ll)C. HIUG PINE w. 2, w/ LrEa/lc IIWSm of oss OR EDtAAL �••'• ONTO 0°6 � � PROTECTION PRODUCTS. LLC. N
<br />'$y (R'SS'O •A`�• _. ... u a •. Nr ,IA4. Hoc 04)Wx-)Mk ae ob.)No m �97181� S• • Nw. , .Cr . Nr , _ARM RNR sNwns. RWOARN}M.•aA, 111wp 11M I L �. C O E M 4 0 2O-
<br />! dM)IN-)MI6 aA: pNIN6-IPA
<br />WmL FL SM1• la a.Arr YIM Malal 20-176 0. AWN•
<br />IVr,ae4n-,a.-HINT S N.•'�
<br />AH PI. SmAmeno eAOAw wy,OM ,1. PE 4 on kw IV I ,I4 ..-........ >a6/BwMWM[AMRS Wn.,�1.wA "- �.'L.PJS' - _ - - WHm w «AM PE wM/WWwww/IM[ '9lSLA'wR'+':Lt u
<br />COMPONENTS FOR SERIES 2000 do 1000 E-Z HANG STORM PANELS
<br />(SCALE 1/2-1 )
<br />. _-16AN• (,DIAL wlmH>.- .__ � _.._--- -. ___�_..._
<br />- - ----125w (EFFECTIVE WwrtH)
<br />wl W 5 m
<br />2. .2� / ! M. AM A-06J
<br />own 55 NSNNW
<br />Li,AR, A 4e.f 0-00 GW.
<br />------------------
<br />T STORY PANEL
<br />1
<br />PI DOD V V'
<br />W/ "Down [DOE
<br />l
<br />/ ISOMETRIC VIEW DETAIL A
<br />ROLWM CORNER • ENDS OF PMEL'S
<br />END UP W/ NEARED EDGE.
<br />(N.T.S)
<br />L J
<br />L-3• Ma.--+
<br />O l WTerjUgg.) AWN_ AN=
<br />6BrAa A.J•
<br />O�WhIN�
<br />..780•
<br />.e13'
<br />3.75O•
<br />I
<br />I
<br />_1
<br />(fYP•)
<br />O1 1 4
<br />NOI-76 AIMIn. ALLOY
<br />s
<br />o-
<br />��u��
<br />.}TD•
<br />•;r
<br />2.aHD
<br />i
<br />( .130•
<br />O 2rRsW(�.) ALUM_ ANGLE
<br />BeSWW1�PRtlBB�� �����
<br />E7 � � Ei III ti � d li Ii
<br />I i III II!!iI DI IiI IIIIII
<br />I
<br />c1 O f) O O O
<br />lit
<br />«X
<br />�og
<br />7WA'�
<br />�E1111i - - - I III till J�,,i ITI-111 TINIA-11111
<br />[IT IT TNT ITT I I
<br />pil 11 jjq 111.1111!
<br />O-kM"/FOR'Mis 3 /eLE SO,wlw a >@1 „ 0 s.rl� 1. ,r s SAIL ALwwa 6E MD'YWED M/
<br />anu 1/YT TOM R4TASHSTALIEDWAwTq�II
<br />OH'OI,10 ADHIMS S[ � / KM IWWLL TO /ACBITAI[
<br />HwAJI IHANDUE TO FACRRA1f nW INBOE'NFMO► DIImNICWMAEMAm'
<br />E-Z NANO STORY PANEL SYSTEM P WORKED TO BE'MTAum FROM -
<br />ON
<br />tlawR �r---
<br />am= OF STRUCfl6w BtNI . ,
<br />_J�:/4• ow or raw t/4' M .. w _ V4-NA. OM-1
<br />f ar Hr®W/ aI e/o & ® T
<br />SECTION A -A SECTION B-B XLo,1Oo"wiwo10[�'"'
<br />fCALt 3ja" - ,• MQg�' : fNMR i91' - 1•
<br />(1). �IIYiMIN PA REMISE ,006 E - 2 H O NG STORM PANEL SYSTEM WNSSTM OF PANEL +
<br />TRACKS AT LOP t PAELMATE PLUS OR 15• LONG
<br />(1). ACOMMON.DF SERIES M: E - 2 HALO STORM PANEL SYSTEM CONSRNNG OF PANEL + AT BOTTOM w/ PAIPJAA7[S.
<br />cwt TRACTS TOP ! e0T1om. (2). END PANELS SMALL ALWAYS M TO Mgj(RIG SSL WALL By MEANS OF
<br />(2). PAILS 811M,L ALWAYS SC CONNECTED ro PANELS.
<br />1M(•K OTHERWISE A STOP GAR $HALLK c Ct P USED �IY-w is � "AIJK / AT 90170114 END .Sf7f�, As
<br />PANELS
<br />SKYYL K PROVIOEO AT TOP OF SUCH FAHEL3. RIME wwo A COWE�C�j0D�134 Awl/n 4•s-2W 4 •S.APwPEOY (�(Ex
<br />(3). br FIND ARE TQ HpTTOM TRAOIK, CONNECTION TEAL CONSIST OF ON arE~(D ' r
<br />1 s"1-30x3 {• MS w 7 e INKS/s2 NBIG TNR oR 1/4•a3/a• MIT tRio166CREW 3 FOR CAW MEN END PANELS ME USE JpeRLY w/ it LONG ®AT
<br />80,10M TIOM Oi fAS7FMiR Y K M EITHER Kr Two ()' 7K
<br />EXIEWOW FLAT RANGES; OF ENO PANEL. �TtOM BUR END PANELS ARE NOT
<br />GXIMECr(D ro eOrTOM TNIACK STD► SAR
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