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2ECTIOA
<br />MAXIMUM AS,D.
<br />DESIGN PRESSURE
<br />Max. PANEL LENGTH
<br />L (TE)
<br />MINIMUM SEPARATION
<br />M ARATI
<br />PANEL
<br />ORATING .r.fi:
<br />(P i
<br />SEE SECTEO
<br />(, NGj
<br />TO GLASS
<br />CONDITION
<br />+55.0, -72.0
<br />a.-S.
<br />2 3/4`
<br />UNBOLTED
<br />2.aDD'
<br />_ 1/4' SMCOR ANCOONS TAPM AN014 Y/s• TaPIXit# ANCHORS - t!4` rNk�ti FPS
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<br />4/8"f 3132 NANO OUT WASHER 10"i nS/:k2` YAN6 NUT WASHER
<br />1 ff>r A 12 %W O.C. ? (✓ )
<br />$ 1 N 3 3/32' WING RUT { 7 B.: iF A 3/32" wWIO
<br />y t WASHER IN 12 1/r R,C: � WA,'%K T. {BEYOND}' :. ? '4Rd'� 1J4' TAPCEMI ARGHORS (' 1 Y a" TAPRON
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<br />j alSRKi) 1�A W! STLO) i !
<br />��"�OAR �GCWiIXiEt€ AAC1f � � CONCff�OCdA - u0 WNfE BLOCK -Q� B1ACYt
<br />RERDWEtail affilD RMURED wa..r., ,�, W" MQUOy, W�i.i3ON 4 AILI. h � NG I21a itL4�t�
<br />Sm"3/=Y, O LIFsciia v_1. �NEL SCALE 3/e -t
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<br />Mk M110MUM W.. A"m avow GO
<br />ENS F�
<br />E V.1 Hurr)cona Tana
<br />mesa txwuo xG FLORIDA, BUILDING COD
<br />A� .. -. PR...
<br />R, 20 GAGE GALVANIZED STEEL TORN PANEL
<br />.:, ORAN�F YAfi
<br />__If GLOBAL PROTECTION PRODUCTS, LLD:
<br />Am auc
<br />... IN sow
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<br />- '"RATS •••••;'(G 4 Hue. v: amen +a PFuwE+i +, 7e+�o..e "4)M-era 2D-176
<br />+..+.9gN1-719Pa1 YM-la1F .atr ie : aRwWa Mm
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<br />AAICFiOR DNTHSSClOD1RE I�
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<br />TO EXISTING i3OU Q CONE INVALLA110 DETAILS FOR OPTIOA OR CONCRETE BLOCK SITRUC UR S
<br />r..�_._ C`„ O.C.
<br />ANCHORSOTIWWN ANtlgRS
<br />POU
<br />RO RIMACPFEIE BI'OCti`.°. 1 •qOR CdNC m BLOC l ,
<br />S REOUTA8Q 1 1
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<br />'P n�3/3x TES RASHER
<br />ER ` 54`3 3Y YnRO YYFfi AMl
<br />0 4 1/a" O.C., {�YOND) !
<br />i
<br />-_ 7E &LOCK CONEXiEiC 6LRCkRMUM
<br />O REAR PANEL �4FE �AFF.IX
<br />SCALE 3/e'=1- Ot 0 41 01"PA0 rJ� SCALE 31e-la
<br />NG, 44187 FLORIDA OUILDING CODE HI h Ve)ea( HurFiaAnts zonall
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<br />s ''. TARE tt• z 2O (V4#iE GALVANIZED STEEL ST(RT PANEL >vlw In,
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<br />+W OVAL 1IL1 �. Q iMc. 4eoasw xf stmtT aALE
<br />d NY' FAA - IA F w 2G 176
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<br />MRww r+N�a swcams AND AaXAADIl
<br />Ei1RC OM'V,i1FE ARE INOIGATSa IVY TIFIf
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<br />sartmas ccn tASa 7xAFI RmIaA7Ea FNI
<br />sCFLLLuLR' RASUCE ARCi10R W
<br />MKA.11PLaR0 # SHORN DU SCHEkMAE
<br />lW THE FY11.ta�0 FAY:TI7RG. FlW TALL
<br />aPITLNNaY 10 BE PossAl:t
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<br />FOR ONtiF ALKAIOR TYPFOw TAes Sd4DlAE
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<br />_ .-,�XIST13N- '+' L.11FV - U _ +. rs:TE - VALID.� �..1 MM pMa
<br />IRM En4O11 NG WOOD 3 UCTURE { B. MNRMIAM EMBEDMENT OF TMCON AATJ40RS AND RaNt1WITE FEMALE ID & PANELMATE PLUS KIG iONCREti
<br />•^Y t •""j F ..., i -'-' '' "" t .ACCORDANCE Wng THE 26 EDITION) dC THE FLORIDA BUILDING
<br />CODE,
<br />{ICED) HAS BEM VERIFIED FOR COMPt1iA10E IN ) BLOCX SHALL 1E 1 I/A'.
<br />1 [ a 4 DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1820 OF THE Xt#1VE MENI TINED C40E B.2) MINIMUM E.YBEDMtEN7 OF 7/110 # ]j4 CNX-B3 IDICh ORS Ski i� B 7/0" TtTp AXNaCRECE•
<br />«. :. - - .. .FOR Aw11N?. SPEED AS REQUIRED BY'THE JU4YI$DICTIpta WHERE 7FIESE SHUTTERS. WRL 8E R+STAELEI) ANQ NO EMBEDMENT INTO ANYFYNiSH MaTER1Al. SItAJ, PERMITIIED: �$ .._��, I •,,.+v... - „
<br />•" :.�., �.'9iUAi60 .•,ya„ ,„' r<,�•cw,.. ` ... � ," �„.. -,.., , 9.. FOR A QITiEQTWkdAUTY PXCTDR..IW.+O;85- US4NG "SCE 7. 16 ANp 9ElAl.l NOT E#CEDE TALE. AVJFIMUM f,J45.D:} 1/9 P-20 SS �-wvAALK BOLTS irSFj) 5Hidtt $E ISMYG ULD FINISH MATERIAL :.
<br />p' .•""' "^"" :fir '"" 'w,. - "+,- .E,, r :: ,�: 1 4-0 TAPOON 0 S O.C. I t^m TPPCON 0 B' O.C. EIS 3 a' INTO ANCHORS.. =
<br />" `^' r' "., f '� ._ ""• ^*"° ,,. QE�SNRN PRESSURE RAMNO IND4OM ON SHEETS 25 k 28. / {AIIO ANY NISI# MAiER CX455 T) TO
<br />FJ' 1 4"P TAPCDR a 8• O,C. , : / 4-r TAPCAN • R' D.C, ,,•.; •,,,1 'a tAPCrAI A oY O.C. _ :..1. a•Y TAP�a w e O,C. r. ) t 2"HALT.-MR6MFD ! /1 1. ANtt TiI bEA #4 ORDER TO VERIFY THE ABOVE CONDITION, MTRNT£ DESIGN MIND LOWS DETERMINED PER ASCE 7-15 Cl 9e
<br />F r .> 1 1 41g1; 7HirFAD® - ....-k 1 t/Y:1W7.,. z+dtEAOFA t ,» - /t TIY FAT. 7RRF/,DEO ,_. AT w000 PAtT10N AT WOOD SHALL BE flRSTRFDUCE4 N k50, OESKiAI YtiNQ LOADS BY MULR%.YAM. TtFp,F BY 0.8 IN dROER. 70 8.3) IN CASE THAT STONE, DR PRECAST CONCRETE PANELS .-
<br />,, i -TP1N AT w000 TIaM AT wDaY - ," :-. kENETnATfal AT WY,gD ?: 1 Pl]E7R4t10d A M000 i Ar<ARER.HEADER PRECAsr BE FOUND 0!i TFiE EXISTING WAIL,
<br />`` '. ,t. .•. WADER � i ±) COMPARE THESE W/ MA)L ",0) DESIGN PRESSURE RATINGS INDICATED ON $HEM -25 & 26,. ANCHORS $HALL BE LONG ENOUGH TO REACH THE. MAIN STRUCTURE 0Et8ND'-SUCH PANELS. N{(2ORAGE ' - ' , HEADER f+EADER . f' I k '� , . MWJ^ BE, AS MENTIONED IN See) AND IN 0•2). -�)
<br />t /)
<br />T/2 f5 t!s .. IN ALLOWABLE STRESS NilNn WERE NOT iIYER STRESSED. A 33% INCREASE
<br />� :w 1JJ
<br />�r s IN ORDER TO VERIFY THAT CAMPDNEIT'S AND AT�PIQR9 ON THIS P.E,Q, A$ IESTE!)
<br />'S ,;;; 1/2' ..:# ; :. <f2" :+1 4. „.,,• 1/2 • '. E vz t/2?' ' :1 Ile .�. t/i ABLE,. RE5S FOR LOADS WAS HOL USED IN THEIR ANALYSIS.: FASTENERS SPACING TO WONT. HAS BEEN p
<br />1!/e DETERMINED IN ACCORDANCE WON 1LO.S. 2015, (C) ANCHORS SHALL BE R•MAED FOLLOWING ALL OF THE RECOMMENDATIONS AND S$:CIFICATONS OF THE ANCHOR'S a
<br />f M_
<br />I d .\ ,:. n Y ) a }}}2y'4 '. I : ,rr �' . 3• - �✓ 1 t . -` I WT ItEAOER s WOOD HEA494 - jr # - i s ---f: STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE WAS YERIF IN MANUFACTURER.
<br />/ . s ; , � \ ' ` . •. , : , + '. r BEEN TEA ACCORDANCE YATN SECTOR 1828 OF J
<br />1 ,Y ,
<br />11. R S)1N1 .THE RE$PDNSIBBTTY OF THE �'t41/ERIkY ThtE SDUNONEss DF THE SrRUCT1E-WHERE SHUTTER ! `Ise ^' a ) i !" Atl^• : I .. i I ," j 1 I . , t '` -) t. I tiff ABOVE MENTIONED CODE A3 PER FENESWTION TESTING tABOMTORY, INC. REPORT f1 1432, AS PROTOCOLS TXS-TELL lC C.J AV
<br />7 C
<br />{�j ;.. r. ) n ! i .•' :j ! , ' -;. - ! ( ff 'TASy2D2 AND ?AS-•.2D3. IS ?D XTTACHED TO-ANSURE PROPER. ANCHORAGE., t'FDS :SNUfTER .3tiALL. 6NlY 8E AT1a1CHED Ttl C(k#CRE7E. HL.00It
<br />OR WOOD FRAME ERALVILM. Ld. E3.
<br />laxHT.,
<br />.ry.:. ,) t ! T: THIS SYSTEM ISRS BEEN DESWNEO TO BE. AISTALikO .TIN ARE itd)FS1DE OF 'TkIE. OPENkJta' ACOE5S�FC THE #1PARRYG FROM THE '"`'V1 � y �^
<br />i •".. r ) �; + I INSIDE w/'D TkRE USE W^ A LADDIDt DR LIFT, TNT$ APPLICATKRI IS YAUO WIeEN OISt'ALLKTON IS FNTENO® TO BE PERF�tM131 E t 12 Tiff UC fs N fAT16N CONTRACtOR 5 TD SEAJ /CAIYLK Ali SFIUTT£R CWMDNENT EDGES 3A 8CH REMAIN Oi CONTINUOUS
<br />I i Fx6TRY0 SwAAnaN I - j (' F a FROM TTff INS# OF STRUCR)RE. CONTACT YfiH THE BUNTING 1D PREVENT WINO~ WTRUSON. CAMU( AND SEW_ SHUTTER TRACKS .ALL AROUND FULL
<br />PANEL NTH O ASS _ tc (aAss i Fo } I 1 0 AND DOUBLE HUNG STYLE WINDOWS WHEN RiSr i5 REOURIEII. R) BE 1
<br />pp i
<br />1 r ,I '., _ MFArSS : , �. , 3. SERIES 1000 0WAWTION 1S APPLICABLE TO SINGLE INSTALLATION
<br />(SEE ROTE 1 (.. ON 9 i rL- y„• I PAM0.. LENORI DL I '1' Almt. : i ' I EiDSflNG }}" ' PERFORMED PROM. THE INSIDE F STRUC.TURE. 3.STORM. PANEL; iN51'AL1A?10N Sf1AL:L COMPLY YMRFt SPEC6 IhIOIGATED IN THIS D1bAWfNC POUR ANY B4Di.QRIC AND ZONING Q eSp
<br />sAPNuilYra .1 t PANEL. LEIYO:TH (SI% NO4E. T �LGw): t-:1•NEL (ENCDf + CLASS. i 4, REGULATIONS PROVIDED W THE JURISOICTION WHERE PERMIT 1S APPLIED: TO, aU .a... Yw
<br />i { /Am- ) r. 4-:ATPA1}},YRC -i i :..{. . » : d. Sf7CfE5 2DDD B15TAlLATRTXW S AT'P`LICA$LE TO SINGLE AND pDLA3EE HUNG XNFi:`faORRFIONTA SYJT.YpM STYLE WINDpWS WHEN.. •-.•
<br />Ta-mAsy a I __._.,._ __ _: {SEE twTE T. OELTAYa m CUAs. : e I I ..•..,.. - , {FEE ROTE 4 eD:Cnl)' :.maviAl L uPs. �, C
<br />___•
<br />.PANEL 4fNFTi )4 MA5TAELAtYOH I5 REQUIRED 7T1 BE PERFORMED FROM THE INSIDE DF'STRUC TORE" TA. A'DiaUM WINDOWS AMC �60 , W. E - 2 HNtC STORM PANEL $t'S1EM"' IS PX70if FTAABIQ. y C7 *: ' 8
<br />eie2t. 1«)' E i 1/4 1 `--.-3. , ? 16I i i ' 3. FXS W - - i j YM# 9F / 18) } E NOTE Y BELOW) t/s'Y-26s `. I 5 (SW NOTE I tom) f„A
<br />I SS, MS. +!i __ - ALUMINUM T N {
<br />i Tj8 e. 3%Wis.i , S.S. MS- ---r� t ! I 5. ALL At.V ETfIRUS10N5 7R BE b063- 8 ALLOY AND TEMPER. (UNLESS OTHER'N6E 0Tf0j 15_ a) tH15 P(ODitCT 1^.AµUATON DDCUMENt' {P.E.D.) P( fARFA BY iTRS 1B+IOINEFR LS DENEfDC MID DOES NOT Pf205At][
<br />"o "MUt ? ,.
<br />` F. :a. a«. 7 1 A ;._ i "'SITE OPEC FlC PROJECT: I.i WHERE THE SITE CONDITIONS DE'AATE FROM iFIEP_E,D.
<br />--r'w_ '_ ..._.+.. ,, YFMG NUT- .� _._ I ,.:. ........�. .... ...._..: 3 S / q. ALL ALUMINUM SHEET METAL USED AT CLOGUR6 :SHALL HAVE 3105-'14 A34RY: tFMQRMATIDN FOR � a2A .tom
<br />-...._
<br />-,...a..:';Xk--- ;, ,-.....,:._..v '$' ?. } ..,...��.'�..-..,,- ':. r;#T•._;.. ».....,.,. - s° .,_....�,,.'";_,.-.___ j..,..„....' (6)- CONTRACTOR to BE RE9Pt?NSI84E FOR THE 4ET(ON.PURDIIASE A31D.lNSTALLAttiOR WGLWDINB 4IF� SAPkiY OF..
<br />s � t .. ) ( 7. ALL STEEL SFEEY METAL pANEI$ SHALL 1{AYE 'SFRUC7URN. QUALITY STEEL, ASTM A -BSA 6RA5E SD Min„ GALVANIZED SiEEI THIS PROQUCT. BA5FACW THIS P,EO. EiMMDE.O HE/Slit GOES NOT pETJD4TE FROM THE CQNWifON$ DETA4LED ON
<br />TW t3_:� V µ. DESIGAMTIINJ W/6- 68.5 Mi (AFTER ROLLED)• THIS OOM MENT CONSTRUCTION SAFELY AT WE PS TIC CONTRACTOR'S RESPOWAMM. i:C • Q �
<br />i
<br />s--g--�y 8: ALL SCREWS TO %STAINLESS STEEL 3M fNt 318 N9 SERIES 6R CORRDSI�A. RESISTANT CQ4TE0 CMBON'STEEL AS PER !kN (:) THIS PRODUCT EVX.tIAiiGRA OOCiAfENF WILL � CQNSIDERm IINKS4 R' MODIFIED,
<br />tt
<br />i
<br />ittlDMDM DFaATE 3 '� �e: � (. ? j ^.-: ;5�1.8 w/ 50 IMIYIELD STRENGTH AND 9L1 Mr TENSILE STRENGTH 6 54LM.1. COMPLY W% FLORIDA BUILDING CODE SECTION Z47 T.S.3.4cg Chi^
<br />(a) SITE SPECIFIC .PROJEL"15:SNAU. BE PROW" BY A. FLORIDA REGISTERED) ENGIYI M OR ARCHRE:CT WHICH WILL,
<br />9'. BOLTS TO; BE AM A-307 OALNANIXtIl SMVF 0R AM $64 SERIES STNNLM STEEL. WITH 3& kN MINIMUM YIELD emow THE ENGI OF O THE :.. I � Ij
<br />w ) `,w _ ': e• e F7- 1 ` %-'".:F` I• 'r. b•. ± { e t ST i Ni R RECORD' ,..N,} FOR PROJECT' AND WHO WILL o T RESPONSIBLE % SHALDPEN-
<br />USE �• THE PiE:D. EiVGiNEER. FN' RE{�t3RD. ACTA#A AS A QELEGATED EHdNEl7t TO THE RED. ENdLff£R« 5lHAU.
<br />,�•, •-_ � I. � ..;. .�„, , i _ � ' ? ? I I SI�MtT TQ THIS iATTETt TIE SIT SPECIFIC DRAWINGS F�'I REVIiw
<br />}D. ANCHORS TO WALL SHALL !S Ffl1,WW5:
<br />• �- °" -. .7 i I -^3.. i I ' i (A) m m urn
<br />Y i v i (A) THIS PLEA, SHALT. BEM THE DATE- AND ORIGINAL SEAL AND SIGNATURE OF THE PRDFE MNAL ENOIMUR OF
<br />,
<br />•. •'� i . '�. -„ :'--' ! ' ) :. _ , ry ( - T%4'v TAPCQN ANCHORS AS MANUFACTURED BY LTMW WLDEX, BBC (MIN,. r 3192 Tl.ve:) RECORD THAT PREPARED R:
<br />' ` L� <, '
<br />/a" #. 7lB` CALM-1k ANCHORS, AS AMNUFACRIREQ NY QEYkAL1" ITC. ` N,. 1"F;m311t1G ,..S. -
<br />(IN I w ) ,.TlA'M21Jw3 4'S•5. M,S;:. W/��{ ._... 1 a. •;; ...CRAFT. s :.. PANT: .,s - j, ,� ::=.,I1af- -.. 4'S.S. ... B S'M'XtM PANEL, ` UPAC7UaE.AR'$ „. , ,. Ea. . ,. -,.., - .. ,. :: MAN LAM SHALL.: RI LOCAtED ON A CODE. ONEtiL ARD.LE IDCADON At STORM PANEL !N
<br />is „^., 2 WING 6R1Y 1 "`"'"'... _ ,: ®14 10 t7At�LMATE FEMALE B A PANEL.9MAYE PLUS ANCHORS. AS MANUFFICTIIREO BY--ELCO CO 'P
<br />NUY .a-. 1 ! y s 3 " .,:../`A'`+A'3142". ». .. I,,, p 7/tl'Pu3 iARIC NUF „-. I i ,,,r I NSMUCTIgi ROD0CT5. ACCORDANCE WITHSECTION ECTI N 70 19.2 oA BI)ILSLWA :U,BBEL SHALL BE PLACED :OR tVERY DPAANG
<br />°"•, 1 14 1 ."; W1ER b 9122 $OZ. s � ' '•. � ;•. !3+( WN10 . n f _y , WASF�R 0�72 4/2 O.C.. I MASKER (8EY0N0) �. ;. > ,f` {{ (F e�395O P.83,) ItHF11N6 TO COMPLY WITH SECTION T704:B.^. 6F INC FLORIDAFLOA BUfLA81G CODE.
<br />i s (' , [ }' wBNfR BE1nF10) "w. . ) 1 ? ) 1 a a TAPCWL 0 $ GC.'---_.!
<br />T7J'COt) O 8" R-C. , , • 1 a f TAPetx: o r.O.C, It ' ,. j--1� tJ1' MIA. la „ _ ` I ) ,, i I I I 's , _ I . F A^t) MINIMUM EMBEDMENT OF TAPCOH ANCHORS' WM POURED CONCRETT.. SHAH. FIE 1. 3 a' AND 2- t T PANEIX(ATF
<br />Wl Sim) ? , ,j - W} STtO),.. - c ;. ,. ±'f3iTRASON AT MIDYADiN i ; I { 2•x4- WRDD__ a I ': } % ra[t 10 k PANELMAT€ PLUS. /
<br />wk TYREAOEDI,-1 1 i OF PIA7E ' - REOtA>tES} g'.:.. , I @ �Ag 1ER o/s 1f 0 25F4 WD - y .,-- t # i RASHER a IBEYDh$7).
<br />PU7E , • FEAtA.E
<br />AT InDwIDTH ._,.t,:or PAW-N AT Aim. . 1 :. a : p PLATE a• s%>.PUaE , w s . •.:::. O„ ; r i f t{ . ; ' A2) MINIMUM EMBEDMENT OF T/a ► x 7/8 :CALM IN kNCHORs SW9t1. BE Is 7!s INTO caNCRC1E.. ND EMBEDMENT INTO
<br />Mkl. THREADEfl ,. ; /1► 70 PANEIAYATE R ), j ANY FDusae MATERIAL SWiI 10E Pf9YMR'TEO.
<br />(,,.r.,, •I D PIATE �urm .PLATE NA" ATMN ITt4-tD PAHELtaWTi; P
<br />A 8 Ija' D.C. wJ1/8 r t 1R.C. w/1 19
<br />P TRATbN , P k i p :{, 71jREAp� p,! FRgTICL =�, , 1/4, 0-20 SS SIDEWNk BOLTS USED SFMLL BE LONG ENOUGH(SHOULD ANY FINISH MATERIAL EXIST) TO V ACE 3/4' F�
<br />EMELAT FMDYIfOTH OF F'EATE * I t : ,, 1 f AT AaDYADtH C' PtAlE I ( :;�, 1. , MhO ANCHORS.
<br />SCALE 3/8`><Ya - - A$) IN GIBE "T PRECAST MNE, PRECAST CONCRETE PANELS, OR PAYERS BE FOUND ON THE E STING WALL OR
<br />uil SGNE. 3"/B``1'. NYHFiNN FLOOR. PNC+NQRS'SHIAL.L BE ALONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS; ANCHORAGE SHALL. A
<br />r'^'',j,(i�il�"�I.,
<br />SCALE 31r.1• SDALE 3/r.1" p TELL7 - ,)A00 Tit l% _. BE AS MENTNEQ 1N X:/) AND BA dL2), :
<br />'"" "' SCALE 3�a•=t- � ,�� (9) To EXISTING CST/Ga��(XK WNi. NG.44187
<br />NO=EN ."�f! 4 '.SCALE 3/e'.1" _ - SP T4; :,.A
<br />,. NnTALuigNs DRLY FOR''' .3:' 1}rA * FLORIDA BUILDING CODE tH Ve(ooiR NV cam tarie - FLORIDA BUILDING CODE Ht h Vatoc Hu[A(asFno tone
<br />ARE tatty BIA DIAM WIN A.S.O.AS.O. DESIGN LOAM J' YA nDRIDA :BUILDING CODE: MI h Yaloc Hurricane Zon. T - 1/4-•0 TAPOON ANCHORS AS \tANUFADTURED BY LT,N, MR=. ING,
<br />S . t a P 'X 7 - CALK-^NIANCHORS AS - :BY D ALT C: ( I - ' `, .•. cAr�r 4AaF.CO: AM. LIP TO ♦SS:3,. -72.0 FSF AM PANEL S LL7iGiH MP 70 8'-r- �� 1 YnYtw. vx. p,. : A4i E7 'C. 01=, FP,... f - /S w�'tIfFACTaRESs F.W w tF'.,'R" SDQ P,a:) }+
<br />O• 2O GALVANIZED A F NO w 2O GAGE GALVANIZED STEEL STORM PA[IiL Q 20 "GE GALVANIZED STE i STGRN P F.A.
<br />•. iT y. GA TEE A D STEEL STORM PANEL .. , .d:.. tFRAYwt II+' -,. �TL-t0 PNNE'I,hMTE:: f'ENW.E ID NAG TtANE5,3Ys7E PLLI$ Ai'#9QR5, a5 MAA017FACTURED BY ELCO CONSTRiAC11QN ,.f'• L �o E AHEL
<br />2. FOR WN WOOD FRAME. CONSTAUC11M WOOD MIMBFRB `YR BE SOUIHMN 1 _. IJTP 1, WA"VOS ME ONLY VAUD FAR WITH A:S.D. DESIGN LOADS C : {T S =`-*',:' , \ : -p4Nea 81'.
<br />- _ --' * ; CAe,Are" er. PRtibUC7i (3 m•TO71 p.a.i,) aue,ee:
<br />PrIE W. 2: W/ SPECPYC DENSITY OF a.SS � EOLW., - dt ; - - . ��� UHF )O- +55:5. wT2.R PSF AR0 TMNIiL'S LENGTH im To $-a^: � /7eiyNy 0. m}aym70
<br />GLOBAL PROTECTION PRODUCTS, I.I.C.a,L a •.^ 5 ALE GLOBAL PROTECTIOM PRODUCTS" U.C. aaE N GLOBAL PROTECTION PRODIIIS, LLD. Tic
<br />�I► 9 ii.lGCQAMe. A K fii».arO HNC, .ebD Sir; st sRwzT
<br />• � \+ Q AMC. aro sw. et 57REkT 2 ENE MO. W000 FRN:i CQNSTpICTOF -% O MEMBERS TO BE UiHE)iAi ----�/ -"
<br />d'• PULE. 2, W sPEe F)12YSnY 435 DR EWAAL T'Y#•� •A -
<br />y A'' +. Ye ANT FA+C Ti 33a14 / F ORlil «a is a* aoa F�YA n aun �rLe 2Q-176 t a rY uTnF
<br />20-f78
<br />Fwer�,tceMka-;ilea Floe {>roF,Wm-mvr -._ -. _ - N,...'SS Mat_�c a :,... .... sa•.aF-Few.wI:DAN -3Aa - f`YaA. Pros; iiA+Am�s-mT mw a.�w�ia. sPt a: AAA R.(seFMn..sD�,. rNn fNe+MIN-sTPt 2Q-17fa.
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<br />PANET�„5
<br />W/ Hmmw RACE.•. j
<br />lam`
<br />ISOMMI VEEMt WWL a
<br />ROUNDED CORNER 6 ENDS OF PANELS
<br />E40 UP W/ NEMMED EDGE
<br />(N,T.S)
<br />--• }-•..125*
<br />I
<br />li-•---3" Mae:--'-"-1
<br />L:J '�"x3' ex2) ALS11i. ANGLE
<br />�;l Ta�i p im
<br />1" LONG
<br />60B3-i3 Alum. ALLOY
<br />441E37
<br />0 REVERSED "h" 'CRACK
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<br />6087-•T6 Alum. ALLOY
<br />O3 gFYERSED "E3"' TRACK
<br />125•
<br />2.ODD°j
<br />i
<br />I ,12W
<br />�%Maxj A ,EOM. alp IE
<br />20 GAGE CALVAN(ZEO'STEEL SHORN PANEL
<br />ABAL PROTECTION PRODUCTS, LU
<br />39'�/..24 I'm NOTE 2 suw#
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<br />6014 LA
<br />40 K 'L=
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<br />� LAST twee. TO BE WsrAum A7 Er
<br />oPE1vHc ALWAYS � Pt+O.1�0 w
<br />AFAR HMN1L£ to FACR.rtAtE vYGTauATYo(
<br />w 01TEAN#,'D 70 bE. NNATAt1E0 1710M
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<br />(1). RfERHRItIN• ne. SID3E3 2mOe-E - 7 HN+IO STORM PMai'SYSTEM CONSISTING 0F'PANEL:.
<br />Cant. 1'gXGKs TAP b BOTTINI, BE
<br />(sNItJ1 ED 15 oIEMID�B�DPTDM TRMJf OTHF7iSE A STOP BARi. END
<br />(3b /iFs'°. �c Ixi/RFst33T/!a2 rY`r aiAC°i} J°i LT WOFWWI wit 08 INTO FAPPEBOTTOM TR1rC(L.'LRCATIDN QF 6A51EFAERS Y BE AT EITHER E TWO
<br />TOttER10R FLA€I'ULNDES DF END PANEL
<br />(i). wF CASE THAT END PANELS ARE NOT CONNECTED TO IRYFTOAi ?RACY (ie, A STOP BAR
<br />L4 ONLY USED AT TOP a LfASt TWO PAPA].s SHALL BE CONNECTED 70 BOTTOM TRACK-
<br />USIFXI SPELS kR11CA Cl NOTE (3) aSLTAG IN SUCH CASE. CONNECTION # PANELSONE INTERIOR PANEL
<br />1D BDYTiXl TiLAfi,1Y MAY OCCUR AT ANY PANEL LOCATKRI.BOTTOM TRACK
<br />(S}. SEE $ECiIDN 1" 3' ¢ e DN SIEA:T S4, SEE ANCHOR SCHEDULE ON SHEET 26. WTERKIR
<br />ON
<br />1 am
<br />EVERY OWERUNP
<br />>EFmER Tn u
<br />,. ,.. DIMDE` OF SYRlY.iU
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<br />(1). OE `-1DOo:. E >< 7- i1N16 STQMIA PANEL SYSTEM OOMSLSIWC OF PANEL 4
<br />TRACKS AT TDP k PAIAELMATE PLUS QR T3' LAND
<br />2 AT BOTTOM W/
<br />(2). END PANELS SFWY.,AI:WAYSG/OMNjEL"!ED TO 5116 NN3BY MEANS Of
<br />NDff MhsTnar�(E» ► PANELS
<br />3. PTR P N 1 " (j CA5L5 WHEN END a ELS USE JCNTLY W/ 8 lANQ � AT
<br />lT7OM BUY ENO PANEcs ARE MOTjMNECTm TD BOTTOM TRACK STOP BAR
<br />t�J 'SFtrdl. BE PTA AY TDP d1F`5UG1 PANELS,.
<br />(4). FOR RiSrAl1AT10N5 WFEH ENq PANEi$ AND SOYE-kIFEROR PANELS ARE OIRE:HLY
<br />}M�y,A,lRY U'.S£mD W TRACK Sf3 AO
<br />#XA1.TiMGBT INTEk1DR PAREt. iISFD JD Y W ES`
<br />PAN L CIA, INTO POURED, CQNCRM 09 CONCRETE BLOCK
<br />NOA yEED TO » TD BY ANY MEANS TRACK IRSTALLEO
<br />SUCH TI1AT alLM6Ei#S' iFNTEIS LEFT B RIDN'F SIDE OF PANEL) iIA1tE
<br />TFCT OYERIaPs NkED I31• .-
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