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ONNS =,36a <br />R O. . <br />1 <br />I <br />1 <br />P. tx rl1 <br />rx sCB.1 <br />ANCHORS <br />G4 SHEETS 6 r D) <br />WALL ANQ FLUOR MOUNTING INSTALLATION FOR <br />d SPUT PANELS <br />«i.�,F Arid (TANG ARE ON <br />%+A V/1 <br />� 1 <br />C � API.. AI1E ! i ". , • � INFGGtt <br />2• 'L.. • m: wmvj E iT• (TVA, i!a ORWI I i I ' 1 <br />--MWRK Yk� : t3y,1 HwBOLTs <br />rw. ww0rs w/ 2 1!+' 1 II <br />-ry r � _- - �' � LMA PrAxr+NPuii RnP a <br />4 I/2' . iAIFD pLTlrx aaPur ��¢F1l4 1j I jp i3 I 1 <br />MIN. £D.... - X101 <br />e`w rA a 6Lac% <br />SkAi 0 q <br />sDcrlPrr, a, 3, r , <br />NwET a <br />yid /g1'r <br />5SALf {Ji`5=CTk^i <br />MULLION SCHEDULE <br />MCA. WI.UON <br />REQUIRED Mtn. <br />SPAN (FL.) * <br />TUBE MULLION •' <br />> 4 6- TO 5'-8' <br />2' z 4' + 1 /8' <br />2' x 5' x I/5'< <br />? S'-5^ To 6'-1O^ <br />4' <br />2' x x. 1!4• <br />> V-10• to 8'-D• <br />2' x 6' x 1/6' <br />' PTO iT1%t E'BIXaAEN5ON2 SWyyPR65LRE T G <br />SECTION 9 MYM To s aW. PANEL'S LEAGrN <br />SCUP 3/8-T, <br />NOTE MULLION CAN ALSO 9E METALLED * O. STORM PANELS ON 101' <br />OR BOTTOM SO TNA, IT B LaCATEO AT TOP OR BOTTOM OF OPENING. <br />(ONE PANEL OPENING WJ TURE TNT W BOTTOM) <br />T <br />!ar <br />I <br />4^; 1 <br />M>£.DLVA ` '"-' <br />'Aat7PV F-«E.yPwaH4$aM Aq ArLi11 <br />i <br />pNu k.. Alrt <br />D1maN N -c <br />e: I I <br />_ I _ <br />s- <br />2•--' >. ,- /2 T' 1 ,. L x. WIAI.IO# SAAR •ISLE SWAnNOPOIJ <br />SPLIT <br />.,,'.Pn <br />STORM PANEL <br />SECTION Y Y <br />SIUyLE T/#..t• ��F1 <br />UVWON <br />9i�iE F.16"�I' <br />INSTALLATION DETAILS FOR REGULAR PANELS(1? IN <br />INTO EXISTING STRUCTURES <br />•�W+.00R.Dt <br />'AtMRNY RUBE <br />4v Ma. weacw _ _ oIsIm <br />. vfljx' ,t4aWNPEIICIMIbM ,,,- NOWT-n Arm! ! , nGk>wA: <br />mF->^os,pD+wawnn. - - f. <br />... :...... - , � ; ,.. _ -' ..., - '•,_. .. „ .:TINT.«iI.c4I¢o mTI44rRr <br />g <br />@ T: <br />Lr0.6,wN w3pt 'iRx0..d. N]q: <br />I p�D,Jt <br />., r wow maLpeo. <br />2 '. , , <br />f <br />AwrNPI <br />Iti; - Q D5e1Nr AND KNAK v" II, - <br />I x 1 w. PpnANaN <br />AR' <br />1 <br />I n <br />r f,, <br />H" xx .54D` 9Aa R tT ,gpp�04 <br />N a^ . I I n• x <br />Mn kx B .ua , a A#TMl <br />p 1 <br />1 1 <br />1 - I I , fi <br />WAR E 3 <br />c cur <br />I I t� _ I:E <br />M 6GWae' . <br />TrA P <br />i tl 9 P{ <br />Rpp..p <br />4 <br />` 'j� <br />I AMM E9 d✓- NO, <br />(, wrq/m ! <br />I <br />I g F ''�aP �9iET <br />wx IN NOWU i - '>w � u j w aAse. <br />-TPA IwAn SEW.M' <br />AP IAA 1 WALL LGtJNTiNG I ! <br />Y <br />i INST 11 ATION - ALTERNATIVE 3w x d°N `In`"�"Rs 1 N <br />SGLLE: 1/i' = 1' .Orgw-y 4c i T" jc'rwP auA <br />9 i au <br />-4F l P'r 1 <br />Waor� NTT «srxm <br />WWI <br />1 eT D ► rs`,fr ftL. <br />- ,Ca.,ArP .. <br />BUILD= MIT { TAINTING <br />rWMAE,Sw" A <br />21111 I,p +TION - AL"t"!:'RNAM 1 <br />aWHt� fA Mft NM WYJT '" . <br />At <br />SCALE: 1/4' - 1' 1 y �y pPrp x� <br />MALL A .F.A OQR AI- UNTIN2 <br />I 1 <br />WALL MOUNTING IN $I.L$TISIN - ALTERNATIVE ANY Ik�.LALir�a "C�f?NR_ T1~Ra MV_-� <br />ZW (SECTION AT TOP Is UMSTED TO +55.5-67.0 MAX. SCALE. T/#" - I' <br />TAI+eTiON -ALTERNATIVE <br />A.s.O. OE'SIC14PRESSURE PATTNO) <br />SCALE i/4' - 1' SCALE: 1/4- - i' <br />yIr <br />roar 1x 1p• Dn . <br />1 <br />I j m fw.p+ At�asi <br />I <br />_ <br />3wETI4A0Y M8 EaBMi Mrk <br />�'LOtl.(�NOUNiING <br />INS ! I A' D •. QE 1- AJ W <br />IIIN <br />NOTES' A04'. <br />A. Ti�� f my SCALE. I/4. r Ta <br />1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.D. DESIGNLOOS �'• r;,S�„•••••.., •J"M, <br />UP TO AND PANEL'S LENGTH TO B'-B•. . R . ii <br />'•."'I5 <br />�.�.• y}CEN� ,. FLORIDA BUILDING CODE (Hf h VBinelf . HurrlCan* Zane <br />+55.5, FRAME tpON <br />Y. FOR NEW WOOD FRAME C�NSTRUCT40N WOOD MEMBERS TO BE SOUTHERN FLORIDA <br />R <br />PINE NO, 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL No. 4167 i s a2D2P tt TFro, e c 20 GAGE GALVANIZED STEEL STORM PANEL i,jR <br />IN <br />* ; �-:-.. wr.w..rW+wrw - m/FBJ2P2D <br />?�41i FOR cpEIgINATIAN aF SECT£NS: a'., ST OF /► /1� GLOW PROTECTION PRODUCTS, U.C. <br /># <br />4 0 161T:, \ �O S.W. 51 swim - <br />OF.•., FL "` '2s�` <br />TOP & BOTTOM MOUNTINGS CAN BE y p10i', -F.� Yrurt TEsnNa ; EMGaMsnrSa ATeI• owE, FL nFH. <br />.. ... 91P :. Da 5e . woMl INRma n A,HN FYOfiE: 55#)IRP-TS45. FM- (DS4IeBP-aFSJ 20-i 76 <br />COMBINED IN ANY WAY TO SUIT ANY 'rs FS f <br />F> 4t� R+.. IMa1 nI-INw Tr : aAt m-N4a, <br />INSTALLATION. "t/AN � �� DRUM � <br />II�' SEYfSrGfATiIQ(MTE®_ WALTER A TRLFTI... PZ <br />MAXIMUM A.S.D. DESIGN p.PPPPRES RE RATa#'IG (n s,fr) AND CORRESPt3h DIN2 <br />MAXIMUM PANEL LEMM _j"_. SCHEDIJU <br />t«AO nut rrm PAMTxf? .ea uNerA ATTwc s prw 4:rrlTkuae , TFNN1 , c, <br />M�U(aMrUPYREASSS.UaR[ <br />RATDIG (p..1 <br />ker. PA�LEN3,H UypAP.Air31t <br />fSil N. to C,IiY <br />PNiEI <br />cONdrgN <br />+E Ta R4TIdi3 <br />« <br />.554, -M.O <br />7'-5' OR LESS { 2 tJ4` <br />U4806Tm <br />ODRU 5 A 1 <br />+5&5. 724E <br />1 s To 5 !i Max 2 aJ4` <br />UNSOLTEp <br />i TTPTLI 9$ 7 <br />'+SSG -MQ <br />15 1 TO tI-2• 1 1 2 1J2' <br />' BOLiEG�RMOLEN4T11 <br />B <br />+434. -48:0 <br />IV-4* DR LESS ; 3 1/2• <br />" AT9 outmw <br />CRLAP4 <br />4, R & x0 <br />• SOLM W/ I/4'7-2W' SS, W-5, & "MIT AT OMW N NOLDIGIH OF PANEL <br />(VALM ONLY FOR PANCLS(1)& 1k WSTALIAIDOTS AS PER SECTIONS I TNRA) 7. ON SHEETS 4 & 51 <br />MAXNAIM A.S,D, <br />DESIGN <br />PRESSURE I <br />MT$K: fDa t.) <br />MATBHi ANCHORS SPAG114$ FOR ED -, F 1/2' �,.. . <br />seCTI ABE TO <br />5f&COM K & i LemwMAXAAJk PANEL <br />AAr LElOTN 1' (PL) <br />00 <br />THEM <br />` <br />TAPCOrN <br />Cr TRW-=P <br />4ALX4 <br />PAN11MiiE FuL."r a <br />VABiMAtE I'Lus <br />ID CONCRETE C� .Ttl <br />mNCRET[ <br />atomTO <br />CON05tE1Ea <br />OuNClE3€ <br />% mRt#TE t MmAm <br />'a CONCRETE <br />TO <br />$' NJA <br />NjA <br />N/A <br />61 <br />i NIA <br />I 8' '�+` <br />B <br />N/A <br />I (TOR) <br />N/A <br />N/A <br />/• <br />S. <br />6- ; $' <br />8' <br />$• <br />i (BUTIM) <br />S' N/A <br />N/A <br />N/A <br />o' <br />NJA.. <br />6' NJA <br />1C <br />N/A <br />Z (Ttd') <br />Y f W/A <br />NJA <br />NIA <br />6• <br />NJA <br />"A <br />!r N/A <br />S <br />N/A <br />2 (BOTTOM) <br />+554, -T2.G <br />Cr WA <br />NA <br />N/A <br />d' <br />Fbr A <br />HF/A <br />6` <br />N/A <br />-'--T <br />a & 4 (TOP) t i''-y OR LESS <br />OR LESS <br />S° 6" <br />N/A <br />N/A <br />5' <br />4' <br />($O1^•'Oki <br />6' N/A <br />N/A <br />N/A <br />NAq <br />N/A N/A <br />12 ),IV <br />N/A <br />6 T/4' <br />S' <br />,2 IA- <br />G' <br />d 1J#' <br />b' B' <br />8 r/i' b. if4" <br />e' <br />9 IJA' <br />8' <br />0 7/a• <br />4 $ 7 fSGTIrAl3 1 <br />5 (q <br />SFF AIM$ ra • It FOR ANCHORS TYPE A SPACING CDR INGIALUigN5 wTa wow RRMAE SUI MRO. <br />ON" "WO 9PACR45 AND MINIMUM EDGE DISTANCE AM POrAIM ON THIS SMIUME FOR E0. LESS <br />THAN MrATED ON S KMU REDUCE ANCHOR SPACHO By M1,0ftYIBO SPACING 'SIVAIN ON SOHMULE NY <br />THE FrDxQrwNc FACTOR", FOR INS OPERATION TO BE POSS M.E, RES%i= SPAAMO OBTAINED U04 FACTOR <br />BIWA NOT BE LLU It" MNNUY SiPACW Rtocub FOR cc" AHCHmR TYPE AT 44-M DEGEND. <br />01,010e TPE <br />- i/4 r <br />UPON <br />I/i i <br />a vrtiGNr <br />1/4. <br />1141W <br />R <br />4/4'. <br />ONJ.1 M <br />1 <br />axm-!Ft <br />m MNIx& V.uue T .) <br />s <br />s <br />] <br />- a <br />x :n <br />3 <br />E se4I,wIAwR <br />$O4IsT r�.M Ir.A (H>) <br />31, <br />AMK ALL WK a om <br />"GAIN <br />1/2• <br />s5 <br />sl <br />3. <br />,a6 <br />Y.pe. <br />•AQ. <br />AO <br />- <br />u4 LD. , s/1 DING aR45s !A wr INSTALLATION <br />DETAILS FOR REGULAR P N(1 <br />ELS O) A <br />rJ4•A-LE S5. MS, a e ,/a- 6 1 4, <br />PANEL LEWIS UP m 5"-D- AND 1Jt' 4.C. <br />INTO <br />EXIs��•�,N9 M012 STRUCTURES <br />" <br />U R <br />WR LMATErFI UP m /OR INEL AT #t II <br />PANFLYA/E Fr ID OR PA.13MAtE'ptM4 Y <br />,.' ..' jj <br />w <br />C WHE i 1JY 1 , flMEEAOEA <br />PLWLTR6ION m HFi,UFR F'OR ALL I.E1FsttLS <br />- <br />, ;' <br />' i <br />e'-B "MDR <br />--... .._ <br />� ,,,, <br />1 <br />A 4• <br />tAGw'S P.C.- <br />, � 41 <br />m �ml <br />wOm NTADEiL <br />i" I <br />Rif <br />3 <br />i <br />t <br />zz <br />I <br />\ I <br />/ <br />w . <br />L_C4 <br />1 <br />T <br />a <br />I <br />f <br />! <br />E D <br />{ 'GA` <br />`I <br />r. ICI <br />I <br />} <br />1% I <br />I <br />I fbnN. <br />E <br />E0 <br />EO <br />I , <br />4 <br />! <br />1 <br />1 <br />1 <br />.yi <br />I <br />F <br />1 1 <br />i «Ern>IEAOER <br />} <br />i <br />1 k <br />t <br />' wmP HrNIm <br />' NLOUREtl <br />I d <br />I <br />I E _ <br />[ <br />{ WOOD <br />I <br />I - <br />wwD N&AIEo R <br />fvatwan <br />I <br />k I'.1 <br />--4- <br />ALTER^jA19VE 1W <br />ALTERNATIVE 2W <br />! <br />1� <br />SCALE 1/0- 1' <br />SCALE 3/8-1` <br />7 SEE SCI6mur <br />SHOCT <br />- F 5 <br />k SEPARATION` <br />" TO MASS <br />t <br />I <br />1 <br />I <br />( <br />I <br />- EFOR HW. <br />^- <br />SEPARA1dONON <br />1 A 0 12 j Y <br />F 1.. !2` P.C. <br />i <br />+. <br />1 <br />Eo <br />ED! <br />OR. <br />7" <br />i " <br />ENO <br />...: <br />," <br />L._ <br />�,.,. <br />1, <br />i €aN .... <br />.. . ... <br />a t/2" :. <br />t <br />EOL ,,.n <br />t I <br />E4 <br />I <br />TL, <br />_w <br />�' <br />AEOWWA <br />114- I.a. , 1/81 LONG BRA35 BUSHM <br />W/ I/4-P 2ca' S.S. M.$. 0 d 1/4- Or, <br />TOR PANEL UFNaMi UP m 5'-0" AND d <br />mtTS N 1/9 <br />'.--4 d icy, <br />'i iwoo <br />,, <br />Fox �cna arP To5'-1' N. <br />�� <br />5.,1 <br />�T <br />OR %Is-,o RWELwTE Fowl a OR <br />PANELMATE a t2 a. G win r <br />'_ ,J•'r,uP :c'Oss a e'Pc w) <br />t BURUNDI <br />RUS 1/2' <br />///�x��� �Lm� THREAM PENETRATION AT <br />LMNwW,N OF otTSSTM TOED PUTT FOR <br />HEN ar 1Al.,C <br />ALTERNATIVE Sw <br />SCALE 3!8=1" - <br />ALTERNATIVE 4`* <br />SCALE 3J8=1' <br />ALL LENGPSS UP m B'-B" V- <br />11 aroM<Rm <br />D FRAME <br />Dig= HIS INSTA <br />M lTIQN .. +� <br />CHO <br />MOPE :: SHUTTER TRACKS NOT SHOWN MR CLARITY <br />SC✓,i£ :Jfl-v` <br />AhISVALE <br />�•�pyLA"V. �� <br />//B i_ <br />HQTEE: <br />AY#1451r194NNNA4 <br />N3 IN TIL(f'�`RN <br />F ) WITH ESI LEADS 1. INSTALLATIONS ARE ONLY VALID OR BUILDINGS N A$.D D fi:N <br />0 <br />' •• &.. <br />c h •": EN, Lc '*° <br />. <br />FLORIDA BUILDING CODE <br />U P +55.5 -7-:0 <br />U TO . 2 <br />2. FOR NEW WOOD FRAME <br />PSF AND PANEL'S LENGTH UP TO 0'-6". <br />D LE T <br />CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN <br />s <br />- <br />1 <br />IsxaaP ia:,>•Oa ac. <br />fI h Valoatl Hurricane. Zone ) <br />PINE NO. 2, W/ SPECIFIC <br />DENSITY OF 0.55 OR EQUAL. <br />_ 14• �r.A?. <br />20 GAGE GALVANIZED .STEEL STORM PANEL.. 1 yr. <br />� �+ - ...: _. <br />N{+F4R Cag'LATION qF sT1aNs, <br />TOP & BOTTOM MOUNTINGS CAN BE.'''�'`�! <br />Y '. i -..- ..�•S <br />_ OF > <br />,4��,T5. _�.-__.. _.__. <br />'P •. F 10 <br />f�-� <br />eeAwwwaNYRr. <br />[[ /�I4T�S <br />Z i4R ENO. <br />uwn TEanka & uuftNEENIND caMPANY <br />.�.. ¢Twim <br />GLOBAL PROTECTION PRODUCTS, I.LC. ,. <br />46m sw. 51 STREET <br />aNAE FE. ]s514 I <br />2G•' 176 <br />COMBINED IN ANY WAY TO <br />SUIT ANY <br />1Y tz <br />yr SS( �� _Y• L <br />3M %. M . W.Y 4XattA R SJ,m <br />: neN oN-.sNf _ r.,, : r.IJ --I- <br />CA-arAlSTss <br />PMdE (w)6PY-TNA FAD: CRS.)�w-BFIF <br />a•. � <br />INSTALLATION. <br />/!Wo w"WAI I rp4AruE/Deti'[ <br />_ <br />WALA�r* ruN 4- RF <br />ap <br />- <br />(VAUD ONLY FLINT PANELS CI)k (A) INSTALLATIONS AS PER SECTIONS 1 THRU To. ON SHEETS 4. 5 & 6) <br />Rl1AW1Y <br />"URN ma S'PACM Fam ED.. 3 1 � " <br />- <br />ASD, DESIGN <br />1APCgN <br />CF TAP -GRIP <br />cALK-IN <br />PANELA4TE FEMALE ID <br />PANQYATE PLUS <br />s" SET <br />'WpUCA&E TO <br />SELTgNS i & <br />MAIIMIRd PANEL <br />PRESSURE <br />RATING <br />TO CsOICR EI <br />To <br />CONCRETE <br />BIDON <br />TO CONCRETE <br />To <br />CONCRETE <br />BLOCK <br />i m <br />TO CONCRETE CONw"'FET; - <br />BLOCK <br />TO CONCRETE <br />i <br />CONCTQ <br />BWr% <br />TO CONCRETE <br />TO <br />CONCRETE <br />ikACN <br />TO CONCRET <br />I CONCRETE <br />I BLOCK <br />MY COMMATlO i <br />OF THEM <br />TENON 4• tit ) <br />&" <br />N/A <br />N/A <br />N/A <br />6' N/A <br />6' <br />N/A <br />5" <br />{ N/A <br />N/A <br />N/A <br />T (TOP) <br />6 <br />4' <br />N/A <br />N/A <br />6- 6" <br />6` <br />1 6" <br />8" <br />B' <br />NJA <br />N/A <br />I (BOTTOM) <br />N/A <br />_ N/A <br />N/A �- <br />�. 6" N/A <br />6" <br />N/A <br />a'�' <br />-N/A <br />N/A <br />N/A <br />2 (TOP) <br />6" <br />N/A <br />N/A <br />N/A <br />v N/A <br />5" <br />N/A <br />9- <br />N/A <br />N/A <br />N/A <br />2 (BOTTOM) <br />,555,-7Z O <br />I N,JA <br />N/A <br />[ N/A <br />8` NfA <br />IS. <br />N/A <br />fi' <br />NIA <br />NIA <br />'N/A <br />3 & 4 ('TOP) <br />a7'-5"'TO fl'-8- <br />5.L <br />_._..€ <br />-6a <br />i 4' <br />N/A <br />N/A <br />6' : e <br />6' <br />6° <br />1. <br />N/A - <br />yN/A <br />3 (LROTTOM) <br />6' <br />:IT, <br />N/A <br />4• - <br />N/A. <br />N/A <br />�N/A <br />. <br />N/A <br />6" ( N/A <br />8' 8` <br />6' <br />6' <br />N/A <br />I fi <br />6' <br />6' <br />N/A <br />I E` <br />I #/A <br />N/A - <br />N/A <br />N/A <br />7 (TOP). <br />4 & 7 (BOTTOM) <br />NIA <br />} N/A <br />12 1/2- <br />6 1/4" <br />1 t2 1i2" 6 1/4' <br />6 1/4• <br />6 1/4• <br />6 1/4' <br />6 1/4, <br />N/A <br />N/A <br />5 (TOP/WTTOM) <br />80.01 -5;T.3 <br />N/A <br />N/A <br />1 12 1/2" <br />6 1/4' <br />12 t/2- S 1/4" <br />6 1/4• <br />, 6 1/4' <br />6 1/4' <br />6 7/4' <br />NJA <br />N/A <br />6 (rOP/6OTTO,M) <br />W-B• TO 11'-2' <br />55A, -72.0 <br />N/A <br />I N/A <br />6 1/4- <br />N/A <br />6 I/4' ) N/A <br />6 1/4- <br />1 6 1/4- <br />6 1/4• <br />6 T/4 <br />N/A <br />I N/A <br />8 (TOP/BOTTOM) <br />6•-8' TO 1!'-2' <br />N/A <br />{ N/A <br />N/A <br />N/A <br />NJA NJA <br />N/A <br />I N/A <br />6 1/4' <br />i 6 1J4- <br />6 1J4` <br />6 1/4' <br />8, 9, to (TOP) <br />41$, -48,0. <br />6` <br />{ 4` <br />N/A <br />N/A <br />N/A i 4/A <br />N/A <br />N/A <br />6' <br />1 €' <br />I 6 1/4` <br />6 Ile <br />8 (BOTTOM) <br />OR LESS <br />€` <br />4" <br />NAN/A <br />N/A N/A <br />N/A <br />N/A <br />6" <br />`P' <br />6 1/4' <br />6-T/4' <br />9 (BOTTOM) <br />1V-4` OR LESS <br />NJA <br />N/A <br />N/A <br />N/A <br />N/A I N/A <br />N/A <br />N/A <br />6 1/4' <br />6 1/4' <br />6 1/4' <br />6 1/4' <br />1 10 (BOTTOM) <br />SEE CHEEPS 10, 11 AND 12 FOR AHCRORS PIPE & SPACING FOR. INSTALIA11ONS INTO WOOD FRWE BUILOINIL <br />MINIMUM AHTC"0 SPALTNGS AND MINIMUM WOE DISTANCE An INDICATED ON THIS SCHEDULE FOR r•G LESS <br />THAN W=IED ON 5L1E9ULE REDUCE ANCHOR SPACINO BY MUITiPLYIK SPACING SHOWN ON SCHEDULE BY <br />THE COLWIT FACTORS. FOR THIS OPERATION m BE POSSIBLE. REDUCED SPACING OBTAINED USA`x =ACTOR <br />SHALL ND' BE LESS THAN UMAN SPDCRNG INDICATED FOR FACH ANCHOR TYPE AT ANCHORS LEGEND, <br />ANCHOR T,M... <br />}f4 <br />UPCON <br />_T/4'w <br />OF TAP -GAP <br />1/4'R <br />PA/E1814� <br />Ile. <br />PLUS <br />_ 1/C. <br />Cult-41 <br />IJ4"A <br />RFAW-SET <br />MK ACJIOR SiMrnN iM.) <br />3 <br />] <br />3 <br />3 <br />2 I/ <br />5 <br />w+lca <br />s <br />) <br />1 1n <br />Mlwl ICacwl. a4xt du <br />� <br />] <br />J t/ <br />] In <br />, <br />F 'n <br />AOWL [A OWK CIIW= <br />F A-C <br />T 0 R <br />I I/' <br />3A <br />bw <br />--_.._21/2.. <br />Tw- <br />.__._.._...,_,.�....�...._.,...... <br />3 <br />e............._. <br />_..�..-. <br />,-- <br />INSTALLATION <br />D AIUFOR REGULAR PANEUa <br />j2 <br />INTO <br />EXISTING WOOD STRUCTURES <br />' ... t4-lA PANE%MATE PLUS <br />B 1 4' D.c. W 17 5' <br />I / J <br />DON T <br />TTR jj PENETRA P <br />EADtTF <br />E 1 ' EYaS.TtNG WOOD HFA06R <br />a la, i <br />( <br />rlV <br />, <br />i+ <br />¢j L16Ri <br />i moa <br />x #• <br />S oc <br />2 E i WOOD HEADER <br />w000REQUIREH�ASIER �,. � � I REQUIRED _....._ <br />:� <br />,.,, - ..' {,i, : ' fa-10 PANELAMTE PLUS <br />.__.. '; __ 6 1 4• a.c: W/ 1 v/a' <br />// T: <br />I' 1'MREADED PEHE'7RATON A <br />Iti EXISTING WOOD N <br />l� � EX G EIDER <br />I <br />t� I <br />}f s 3 <br />11 <br />) <br />{ t WJf� <br />I. <br />- La4TM S1Up a <br />a 1 4' ac <br />2' h <br />"� �- �,. f Mm I <br />4-1 P <br />I �T O PANEi.MAT1i tL6 <br />-': -._� !,^ --o d NJA' a.G, wJ t 7J5' <br />ti000 ER STlR£ADEO PENETRATION Rtt7)EN TO <br />ro `S1iNG w065 HFN)ER <br />EYJ a'zDteaEO <br />F <br />u ! i <br />f <br />TAP 9 <br />, l STO a <br />I , s E4�Y <br />4' 1 C <br />4! 0 <br />p <br />p <br />Mi <br />SEESCHEDULE. O N <br />$pj <br />t TORN 3 <br />I <br />SEE SCHEDULE am <br />SHEET 3 <br />�SITYIS. J.TIaN <br />to GLASS.- ! <br />SHMIiEF SCIIE,IUIE GN <br />I`faR PMATKX3 <br />; O cuss.. <br />F j <br />- <br />- T PA, PANEL LENGTH <br />I �!,•._2a%,' SS (ERE[ NOTE ,) <br />t MS wJ i/S"Af > <br />- - _.. Mac. PANEL. LENT I - - -.. .- <br />1j •4-2qn' SS. , (SEE NOTE 1) I/ a-20z1` 5.5. <br />111 Y5, w/ l/SY a 1;1 ' NS W/ t/h's <br />> <br />`I I No, PANEL L£NGTII <br />- (StE NOTE 1) <br />3 <br />T <br />�1 <br />rE 50 <br />DP "L" <br />MAIL <br />. <br />£{O. ''^ i' E4FAY'STWa 01 EQ., <br />. f IR <br />2'x4• WOW PUTT 2'x4' W40D PANE <br />REWRED - is i0 PARELMAIE PLUS REOU EO "_.__ <br />- __. d 1/4' O.0 W/ t 7/8• <br />` __ THREADED PENLTRATOH e <br />MO WIDTH OF PLATE <br />yy <br />5ti& <br />OF "L' <br />AN4FI <br />� NUl 1N5HER <br />NG <br />1 - a 12 1/2. OG <br />_i. h <br />i ' , i 4g' <br />Nt. <br />j <br />�. 1J4 / LAG CONFINE O <br />jjjj . _. _B_ Op.CW. STAGGERED WJ <br />`yy L.a <br />f <br />} <br />i <br />E9.ac <br />- <br />2'N4' YR304 <br />RE9URE0 i. 1 1 <br />}-" <br />.,{ <br />50a <br />OF R" <br />MAST <br /># <br />i J B^a x 3(5T' <br />' i t'E LAG SCRftNS <br />Iy b• TOTE• <br />MIN 7#RtEAflED <br />PENETRATION AT <br />MOWRriH &J PLATE <br />,l <br />IP[Hc1RA b'N <br />' - AT MOMOTH OF PLATE <br />, <br />Smr 3/5=t" DIRECT UNT <br />OIL MOUNT! 0 INSTAUAIION plum <br />mo MHQ <br />INSTALLATION <br />SCALE 3/5.•1' <br />SCALE <br />Y <br />9W O TOW ONLYALTO FOR <br />FOR DESIGN <br />I. INSTALLATIONS WITH LOADS <br />BUILDINGS WI'PH AS,O, DESIGN LOADS UP TO +43.8, -48.0 P•D,i., AND <br />Tl <br />PANEL'S LENGTH UP TO 12`-4' <br />N TION; 0 MEMBERS T BE SOUTHERN <br />2. FOR NEW WOOD FRAME CO STRIAC Wq0 MEMB O UTN <br />4��0A�LL�,1{Ilf <br />,C*I^�(,rti''✓�.� <br />GEI45iE '• s <br />N 2 SPECIFIC EASRY OF 0.55 OR UAL. <br />PINE 0 W/ EC 0 ED. <br />COMBINATION •• <br />NrMF FOR Ti`DMHINASPDN. �CT10NS: <br />TOP & BOTTOM MOUNTINGS CAN SE <br />Y <br />COMBINED IN ANY WA. TO SUrT ANY <br />NS ILIA ON. <br />aye 'ia <br />� . <br />= 416 __ <br />NO. <br />: * = <br />* ' r <br />ST TE 0i <br />'> . <br />AL <br />' rO .FS L <br />n <br />rAr,+ Ili N A1. AAA <br />R <br />LNLASII E SSU.t`JGMhrL1P.f/O'ATE <br />) <br />FLORIDA BUILISINO CODE (High YSloc t Nurr <br />� Y <br />VIM TXTEco. Dc <br />20 GAGE GALVANIZED STEEL STORM PANEL <br />Y-- -� <br />�y GLOBAL PROTECTION PRODUCTS, LLC. <br />�L,Pr IML_ S.W. 51 SNORED <br />mw TEBTIHP w FDNgNL'ERINO COMPANY NOS-JAIME_ fb ILA 1 <br />max e.APES w m,M PHosa: <br />: (AD 0N.IA,F N%D m-,sal KS.)S8D-T5N6, FAY (854)D5G'-/M1 <br />fA-Om6/t9 isN ae..r ptY4Pm, <br />WA,tYR A TR11f Jr.. P.E. _ <br />I cone Zone <br />r.P, <br />aRMWN 61, <br />T <br />PTJ DIME-°'e <br />20-176 <br />@MNNI(I ND <br />SH M It Or 2e <br />N <br />C/) <br />Cu <br />N <br />U <br />L <br />O <br />� <br />U <br />N <br />C <br />Q- <br />cu <br />U <br />U) <br />C <br />CCj <br />CIS <br />I✓ <br />OCD <br />O <br />W <br />" <br />V J <br />C- <br />W <br />CU <br />- <br />Y.i <br />/CU� <br />VJ <br />� - <br />Y m <br />04 <br />+_ <br />` <br />63 <br />LLJ <br />C <br />V <br />N <br />cn <br />LA_ Eb <br />y <br />O <br />N s <br />y <br />N <br />CD <br />C <br />3CID <br />O <br />CD -m <br />U <br />i <br />C G <br />Q. •[3 <br />O <br />r� <br />vO <br />MCNORS <br />ON CONOWE ANCHORS FOR L ERE ANCHprS: Y:FE' SCIEOUF ON SHEET 14: <br />\\ (SEE scmutE r44 �; TOR IMOOb 51wEW; SEE SECnOM ON BHJI Is - p ALTERNATE r\,.y1 ALOCATION <br />E1ETT 14) .t SHFET IA) I,,+5 :?A I/4+ VJI4 i%✓4T 3/4 ER 4/4 1, 2 8C 1W/is _ t &•'Wp'r 18 � �--� _ AT £N EVI. $ LOCATION $ j T lON DETAILS f... F <br />[ ItITO EXISTING WOOD S. UCTURES <br />PooU cat+rJtETT AT END PANEL <br />\• Ste• I ...._.-....- 1'-0 r/2'_._--- -. tf4"# [AC YAEY� 4 d' a.G. wJ <br />IT- " ¢.250' pEDIA t... i $NOB O ERLAP ( - r - tj I 1 M1n. :NR^`AOFLt PENETRATION <br />Mo.. - MRx. t t '�. I OVERLAP f E I i i i ( , rD �+ wdtQ HEADER <br />R anRmQEONCRETE a -r-- I I I I (io Ir+a� 0. i <br />M i I I i i i sla' tcAm <br />-�- -- - aI It �0 <br />caeL coot <br />STUDS 0 EVERY <br />T,T H-SE£ 5,1#fAA.T aN-iE I - S[E L' •! 7(7` 7 ryI1 T+T' ftf1� IT i OVERLAP <br />SCHTE I ajIl+F {IIr T(O12 2' o.C.) _ 1 j <br />-� I <br />f PINED _ <br />r i t 7 I Ir' I , I I j i i I i' .' ,jI ;.� a3 <br />f SHEET t4 I I SHEET 14 _ ( ND. PAEU ! 6FRo+OR clFn¢itlOfl P.YElj� tDNIEROR PAAhli (EEO P041:01 ( 1 i ..__ F I I { it F I I CI ( K l' E0- '^h' I� d Il CD <br />FpR tw 5EPARATON WP+ONVT 9 Lt4Rt" ITO GLASS <br />•.-._.....,�1, ice--- T B'.a.5/r o EVFHr � { � � 1 _ -., - V WTI, ( � - 1 i 1 ' � ° <br />WPdC MT \`'I r. n �. v J <br />{ 1' TARS) - I + iI ..OR <br />STUD 0 12 D/3 0.G t'_'-'f'snw s ,2 r/$ ._....-,; r {-:. t l I.r - <br />I t((¢ f / SEE SEE lYNt£a10R PANEL ENO PANEL 1 .;, I , - ,:r ';. INTERIOR PANEL END PAND , E "` "' •.,., ;.,' E4N ,„. �1 <br />I .� / a"wx,^ IAAC}1Iff 5 e' Min, 045E 1 - sC1kEM" $1 SCii�hUFE �t «,.. 'C $NEbULE r lr,E 3 N. HEA6ER <br />1 4/8- MP: f ' WJ SPEEDNIRS / ( ) .-_w SPEEONUr5 € ! CR I ! r J4[ _. <br />7 7 0 ,S IJY 0.C. Y Wn. (CASE [T To �6 i2 t!2' GC. ..k.�_ .l.,.i...:.. ;,-x 1., _.. . �_� �_ ..i-.. .-... ..I_..... ,,. 1 ,._,3.._L _ .. _, V "` 3 "": FOR Mm. ^^.,FOR N9x. '3 -1 ..+: QR '-"-3„^'+ c2 m -11r,, iaR _._y REGUIREb <br />ISM¢ PET., tJr#) M (SEE DE'f 2Jt,I} j <br />OR. DIRECT MOUNT SPACMX3 SPACING <br />ANCHOR AnCNoa MAP <br />ANCHOR CAD.. I,vGI#UR <br />1r( SPAG➢Ma SPAC - i <br />I I ¢. i (e.LiFHHMTE LoeATIaN. 1 1 jJj "` ' t ] 4'uf.. .• .. ;^^•., :7'-S" MITT _L.._'"""'#,". urn o <br />„r . , n ETAILS Ip. g i i d �. .. M • _ r 'a..s ati` <br />ELQQR etc� /6 J REQUETLD RR�ENT <br />•• f • ' ,:' ' & 2/14)' ( : - s . "" " ' . � • {KYLRN4IE IOCANON ScAm 3i T$ n T SCALF_ 3%TB` - ) I yR1G H%3t a C1ERT L <br />sua a ,2 1!2 a.c <br />} d R, i 1 1 I; I (9EE DE,A�s ,JI. MA7�lM M A.S.t?. I M P TI AND CL <br />S <br />` I r I I AT ENA OPINES) ++,, �Q ��[ (� % C C � ; I � A.I,T�RNATIYE t Ai.TERNATiYE 2 <br />POU OR CONCRETE o I I . II% � `-2,li:J tr.-.11�A.YA6L/ 7---•-,}_.iJA`9ri` W4iiNI, <br />,. ' Id i 13 RJ14) 4r 5e 1 1J5' NTT..'-_ 9 v <br />BLOCK WALL r S �, " , I._ ' ++, F r # MAXIMUM PANE NLEN T,('I, Ln PS{`HEC7ULE _ (bE1°"�1isEt)'� J°` y"rw12 t/EOMoc - - <br />�DYaED p fig ESPON/yDINCkr MAXIMUM ANCHOR PA ING SQHEDUL_ AT 181 FORU) <br />/4, 2/4, W4'. 3/4 OR 4/4 � I, 2' &, Iw/15 I. � & iw/1s ;� TA LY� INTO �iN. T�. -/`= -AiS�(DTF Imo, rnY ARM PA (y i <br />CONCRETE A CNCRETE BLOCK STRUCTURE_ <br />I NA6VWM ASO. DL3IMN W, wm vw_ { SEE SCHEWIE <br />-TO <br />J ON LIFE ALTERNATE <br />PANEL t- SCHEDULE r aiL,_Wd4a-MOs@([_DE�mo: TOP a r�(ol� �" E.O. __�!�.' 'WEE �'x�yR`TM°G �' EMI `" "aATs mramo:T �- 0. <br />I., }4 _ k � - <br />j// AREA W/NO In SAFETY PANELS LOCATION OF UFE (SEE NOTE 1BELOW) SCRAIM�iON <br />`,! i.s. RV51.tLAFI PANT7/UTAR TRACKELS S SOR -_ SAFELY PANED -'J nESOha Rt5CTIpryS p/ M TAAXABN pXiE1. n55A -12.a S-6' 2 a/.• tamU® RD GIA55- EOf <br />( N�OTEV lApCOH Cf VP awP (A% -RN VAELiMtE RLHE O PAIHINATE COMBINATION IFS: i L <br />6ONCRETE ANCHORS :} !•,; �'!, j_-r Fx : f aF1.OM(} ... SrltfY FANO.r TOBE P A�o)ILLEDG SlWA S C�� CONCRETECONCRIM <br />w WHORETE TO TO co �1 m C�R OF �� LL'NGfT1 i 5Ef' }yIEET t6 FOR ANGHIONS T4E c 6PACWda FC%t ftiSTA2L.t7Nf � � I ,'�,- <br />SFE k d \ ,=a' FOaE nIn FMTMG .. _ : BLaaN O m f% DATU WOAD FRAIfE BUILDING.-17 <br />( S�HEE, 14) . - _.m-�• pI� 5�& 0 I 7 4 I A %WAYS ffi PROViQEU w/ OEM i+ANME MINK UM ANCHOR SPACWaS NO MINIMUM MOE Of"ANCE ARE "ICATEO ON THIS SCKMU. FdT ! EOI <br />pOUREa aONCgEU T€ !: SM- C01/00YON) TO FACILITATE INBTALLATON IF Nj1EiGED 6` NJA N/A N/A 8" N/A B" N/A B' NIA t & 2 (TOP) ED. um INNN R4J ON iCHEa3P REWIRE memm SPAtcxO Br MULTIPLYING SPICING : 1- ,y .. <br />}3t TO BE INSTALI£O OR REMOVED FROM INSIDE _ REDINSP SOWING OBTAINED, LOWING FAETOR SHMIS. FOt IRE V.ESS nUv MaMaErAF EPAnAAD <br />MCD CaNcBetE +r+OwR.sR 3 'F•.` '� Of SFRr)CRDRE +55,0. -72A 9" 7• b• 9• 4' 9- TT" 9- D' B' f (BOTTOM) 5'�S3' OR EE'S9 STbWdI ON SCHEDULE e'r THE FOI,1RWe,G FAGFaAS. FGa ff18 OPERATION m SE POSSIBLE, ' .„.. _ O <br />• • 2 INDCATEO FDA EACH ANGHOR TYPE AT ANCMAS 4La;c3L0; 1- _ _i { ! { _ ,' ,' WOODFEW PL TT <br />I SHEET I4) '-'"'RED ,• EATJON €' N/A N/A N/A 6" NJA 6" N/A 6" N/A. 1 & a ('fT9P7y f <br />+55.0 -72.D . S,._O" TO $'-6'.. I .i�'':, 'i <br />WALL. MOUNEW INSTAuAT14N Wes, ANR FAI R MUNG INSTALLATION SCALE 3/32'at 9 �" 9' 6 9" i� 1/2` e" 9' B" 9" r (34Tf1YAd) Atom rl4R„ ..,'J+" ilk'°.:._ ._sJA. v4. REQUIRED g , <br />�.��.•ryAyI.,7 �"yN,� TAP4ISR CF.»P-ate+ F'rN�W+ti. <br />"•' SECTII)N 9 sCA4£; 3J8" 1"Hi=►tAASY81�. SCALE, 3fa' )"` ': C7'C,M '+,.I.lw )1 a IJ4' M4+. +55;G ^-32,0 6• rifA M/A NfA 6^ NfA B' N/A 6" N/A 3 & 2 {!ifP) 7'-8^ TO 8,_8': IJ4• MIx. C P <br />r CAR s* a` 9' 8" 9" 6" 6 6" ) (agTTOM) .__'_ 2,/2 <br />` <br />Toe PN4 tees ffiAF k�Y STORMy1;E,L�,S751>:M IWSTALI AiFnW 1 .•;. <br />AacIWMAT PP) ]A .' _' _ 3 tEE¢�TIVE 3 ALTER T VE U <br />F. LIFE SAFETY STORM PANEL. CAN BE LOCFIFED AS AN END PANEL (FIRS' OR LAST PANEL) - - " MxR PA) a s a 1n a ,n 4 : <br />OR AS AN INFERIOR PANE, (ANY PANEL LOCATION IN BETWEEN END PANELS). , W RRR7t 1'+AlNi4. $ (ALTERNATE WaA1ON • ACB• � � 2gL'#pU4E TE I Il TJ4-w ,AG BaREwS a G' OF w/ r T(2'Cn <br />LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS 5�EL N'O,E r:! A4 E*O pANLld J - - 2 t; ,W�„ FI WR MOUNT CONaiR0A6 AT EOM WJ E G f`d N'. iTRtEAdm PENETRATION OR ■ - <br />(W/ OR W/O R€G" TRACKS.) SEE NOTE 1) - " _-. .__ 1?' _,_ _, - - ._ _ _. _...._.._.___" , !. 1/Ah.as6/1T" LNNND tlR42s 1YISMHC w/ <br />?. L1FE SAFETY STORM PAeN�,.E�L Gt]NSIS75 OF 0,039' rHU.YANI2W 5t STORM PANE AS YAh1AiuM Aso I TSR75 a 9/Ir WA. FTNI HOP OF AN0.E) GI& P (Srm i Y La. L 1# #':MELD .APPLICABLE TO -, -... 2 tn' .._. T_,. .. .__.-30 _ : „I 1J4'1.04 ' S.S. Ms. a D• 0.a ON <br />t \,/ <br />SECTION 8-8 ESMM T sEGToks & MAaMDM PANEL r m _ m ea Ja. aD PANELMAh FTHwE o aR ALTER ��W WQQ� FRAM CONDITIONS & ANCHOR OCrAjTIt3N�5 <br />PER GOMPON£NTQ, SHEET 2 SI DRAWING, SCALE 3/32'=1' PRISSJRE .Ay - COMBINATO LENGTH i" (N,). 1i1MHMtNFNN* ..__ _ --__-... ..'�._,-- . ....-_yp.._-, PAFUMAM PUS a S' O.0 W/ 1 112' Iran. Sf:NE. a/5' = 1' <br />THIS PANEL AiI,gWS ITSELF TO BE REMOVED OR INSTALLED FROM THE INSIDE (x RA7MG .st.t R OF THEM�sp �. TIL 7 I/k' lHRE.4QtA PftRTAATDON IO ExISTING wooD <br />STRUCTURE. .� +.T; .>....f PLATE NOTE S11Y1TLR TRACKS NET SHawTi TER C>AR+;x <br />STHiN15N4A .49.2 -6'1.5 1• }• 4 7/Y 4 lj2' 2 (BOTTOM) 7'-6" OR LiSS > �' ✓., �+� NAt II4111NNtNAI <br />s. LIFE SAFETY PArt�,1 REGNREs TOP TRACK To 6E COMPONENT }& BOTTOM TRAG)E m ` ,Y 4p.TILL7T�plr +52.8 -66.0 3' - 1• a 4' 2 (9onoM) 7'_8. OR LESS < ��E � '•• WALL MOUNTING iNSTALLATiON ��R;..! U4 '4( W <br />BE GOMPON AS PER SHEET 2 OF THIS DRAWING. `�Y 2 L�+NN••EE••RpNt,�A�ry-� d <br />CT}MPONENTY 8E INSTALLED WALL 0R FLOOR MOUNTED FOLIOMTNC SECTIONS I & 4 ••"• +550 -J2,0 2 1/2' 2 1/2' 4` 1 1/2' 2 (BOTTOM) 7'-e" ORND, 44967 f�JvlSedliSLll1VE °� W -< <br />2 ON THIS AS WELL AS DETAILS I & 2 ON S,REET 14, Q•, JGENSf ",, : - = fatE 31e . ,' Ste; 4 <br />• FLORIDA BUILDING CODE (HI h Velocity Hurricane Zane +55.0 -72D 2 112' : 2 1/2" N/A N/A 2 (BOTTOM) 7'-6" TO 5-D -# •'t, High YatodtY Hurricane Zone) a 7 FLORIDA BUILDING CODE (High Yelocit Hurricane Zone) <br />i MID. Lfk{t>iH FOR COMPONENT 5 75". DIG. = +55.0 -72.0 NJA N/A 3" 3" 2 (BOTTOM) 7--6" TO a 8 ,4>: rA.tEra, Irvc R1DA BUILDING CODE _ _ ND' 02Ma T&,EcO. we. to. <br />FLO <br />Mm ANCHOR SPACING FOR coMPowENT�ANGHDRaGE AT BOTTOM s GA£EN ON _ naxo ru,FxD,I+a 20 GAGE GALVANIZED STEEL STORM PANEL PP- -. - - ; � h• 'w 20 GAGE GALVANIZED STEEL STORY PANEL rr. = = 20 GAGE GALVANIZED STEEL STORM PANEL <br />SCHEDULES t & 2, SHEET' ,4. a .k :, * iEr ? aRvwi iA^. /} '=,;FLQHiD ,. t`5l" 0" Br; imTES: iE OF _W ? DRAWN BF. = Z <br />COMPONENT MAY S ET 14NENT OR REMOVABii ?, " eiJ65JFO;N t, INSTALLATIONS ARE ONLY VALID FOR BULDINCS 1FtTN AS.U. O&SOON :Cubs uP TO <br />.w«4NN M/x4nPxB <br />ATE . a!/4/NATO H +555, -'D20 PNf MO PAFEA.'S LENGTH UP TO B'-B' �'9 `,. f � 4 GLOBAL PROTECTION PRODUCTS. LLC. WtE <br />i.. P;:::;; �+'}Ir GLOBAL PROTECTION PRODUCTS, TLC. IaA1E, ra �_�"' 'gw.. �+yap� GLOBAL PROTECTION FRCIAUGTS, LLC.. DASE� ';pF.,. 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