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W <br />,,3aA <br />wmi <br />WALL AND FLOOR MOUNTING INSIALLATiON <br />FOR <br />%Xn <br />SPLIT PANELS <br />ow <br />fay �_ . <br />7 <br />;�p�y <br />� <br />1\ <br />11 <br />�. 1— <br />f }i Wf1JMka&ik i felk". <br />YH's, ak'-6• ., " ga2yy/iy6-4' <br />A�p3}ri kW,� �_ �V. r�i' prCwR. -iAW1E i <br />Isaa <br />v Lk4. <br />2(- <br />1' <br />{TIP RP i WnOq <br />1 {. l (5R iaP i <br />F <br />I <br />) <br />N <br />` <br />iduAv <br />�' <br />' <br />1 <br />N,: 2 <br />! <br />(/ <br />Y,• <br />it t' <br />VA cn <br />�}t <br />+rJ �WIP#A <br />�"-�-� <br />�3s7 aJl\Y TAPCPM al, <br />,• <br />I <br />1 <br />1 <br />ECDE OF WALL <br />*\ <br />z <br />•..-{' �_ 1' <br />C k:T"x €aCaf[ 9r x k/a" <br />OolAia!'r yR Qla(PR \ <br />,may omA <br />, , \L <br />AosXR 1NAOFMR Mm4/4' <br />MIN jE.P.y..-f 3 <br />1# PkLUk <br />ftm al <br />` <br />1 <br />i <br />C <br />I <br />I <br />� <br />k. <br />SCALE: 1/4 <br />i <br />1 <br />m <br />'a NLT�iNt <br />PK -7iA Pal, <br />� 1 4'a R <br />YwpP <br />:� 2l31 <br />Y:] <br />19"� <br />{a0W H <br />(iP TI1Pa <br />M1 <br />DaDAWaW q <br />MULLION SCNEDLILE <br />D <br />AAIL 2 <br />Mliuf} <br />RA[ vim <br />PsY. <br />ai. <br />al MV41RW1 <br />SPAN (PL) ' <br />RFAU6E➢ W <br />Tub YUILfON " <br />2'.4 a14 <br />� ��TgRN P.a,� dtlENNE4 <br />azadAm 1 <br />Ill Vol V <br />NOTE: NULLLON CY1 ASO W W1ST+t3,LED WTED/O STORM PANGS ON TOP <br />ONEPANEL O E MR7G MIl TYL TOP <br />AT TOP <br />BOTTOM <br />OF OPOONG <br />INSTALLATION - AL.TERNkM <br />sake 1/4" - T' <br />+BALL MQ <br />D& AU ATM3N , AI- IyE 2W <br />Sloe 1/e . I' <br />ll4T6Y1 <br />1. INSTALLATIONS ARE :014LY VALID FOR BUILDINGS WITH A.S.D..DESIGN' LOADS <br />UP TO +55.5. -72.0 11,S,T. AND PANEL'S LENGTH UP TO W-W, <br />2. FOR NEW WOOD 'FRAME CONSTRUCTWN[ WOOD MEMBERS TO BE SOUTHERN <br />PINE NO. 2. W/ SPECIFIC DENSITY OF D,55 OR EQUAL <br />TOP & BOTTOM MOUNTINGS CAN BE <br />COMBINED IN ANY WAY TO SUIT ANY <br />INSTALLATION. <br />1 <br />19 <br />aLcm <br />SCALE 1Ia'wi" <br />Ilassssslw�asA�s nu <br />Ililfl Iflf /1 flflfif;r; <br />t <br />11 1 �"�I■ililr�ulrll�1f1f1 <br />® "•Means:,sn�°"aeesaee^WWk7,i'T,sns :ins •( <br />ialr�IlTl . � .ull.� w�}u.r.ww.�.rrNl�w�c�' <br />M& 2 <br />CELUNG # F=RR YOUNTIN6 WALL k now YOUNYINO <br />IaTALIAT" - ALTER]IMWE YW INSTALLAWO - AL31RHATIVE SW <br />(5ECIYON AT TOP S UMRED 10 +55.5-67.0 MAX, sCAE: f j4" •. 1' <br />A.S.D. DESIGN PRESSURE RATaNO) <br />SCALE: 1/4' - 1' <br />l4F.if�' <br />rum <br />!YA' Mom ame <br />8 eMA Aetrym <br />MNN M1FAIm <br />ap• ua � e. <br />"" FAnme irof <br />WOLiNTIm <br />INSTALLATION - SECTION <br />SCALE: llbr . 1` <br />Coral ANOHOA9 CONCRETE ANCHORS MR 49tAiRTI ANOH@S: SEE 30#DIAE ON SHEET f 41 <br />(SEE Wool DR (ATE WHIMU ON � � AO,Jb Sk3RN': 5EF SECTION W SHEET ,s. <br />S lY 14)� �' .SHEET 14 I. TW 15 <br />) Tj4, 2/L 2A/b 3j4 1x 4/4 1, 2 d 1VIj15 21 <br />Paul CONIs1ETE _� }7°i 3: u/ <br />.51x1" fTEGM . ,+,H7j0" A 7 1m <br />a <br />I � f <br />. .. <br />1N'i.�.. �m Ill <br />(DVD PANEIJ tRRQdOR t1MF1lDR TWEL) (D (FIR h1NFL) <br />i llMl <br />m FOR MWL Si <br />rAm 6 <br />Oe <br />5'lh i .e. ^eaRf ♦ 12 1/2' Oz. 1 <br />/a• I6M. T/4'N=iW' iIVL21NE d/K'MAu (rA1x a .. �,Cj4'FLs1( <br />clt -flmMl <br />TD 4)7.4 tilt 7 0.G. 3' YBn, (C451 9)' Hu,d+• 17 1J2� D.M. �, Afll� <br />7/14) <br />(SIX 'MT. 2/14) _ <br />1. <br />( I <br />((AA6t1�TIMYfLOCARPN <br />.•''!ol'f� ✓ J.� t �{ 1 At 2%k40E�ALS III4 • OL111 AIR LGCATNUI <br />i AL lI{D PAN6x6) <br />I $� I CYE�ID �YAES T/14 <br />k <br />P DDRr ' I 3i y I <br />s <br />al w0u <br />I Fn NED <br />'11/4, 2/4, 2 VA, 3/4 ae 4/4 i Ti. 2, & 1, � A A4/15 <br />(ITCH/15 <br />- f <br />1..- <br />PION <br />N L SAFETY <br />LIFELOCATION OF ON T!F>< SAFETY PANEL <br />I AREA REZAM W P ELS W OR WETY 1 NOTE TtkLEAY) <br />S+FET'f �Y(SE£ <br />W/O RESULAR tRAGKS (SEE NOTE 1 <br />colill j f'%''�%r✓r�l%ij 3 .w1f>� BELOW) i LAST PkiFL TO 8E RBTWiEO AS <br />( HEDI�AE0: f '. <br />W�A111 pGRF LIFE SAFETY aTWiM P'IpE�}.pEOAPRENMG SILL <br />'+, WAYS BE <br />FILM, <br />SN[ET toy POWLT CG,CAFIE .. J <br />% To FIE., A1EEROXCI ATION Rh '1��8 <br />` g COWJM Al "'1''I TO {B UED ON ROAM PROM INSIDE <br />'�E � STRUCIll <br />� ,4)----FELEVATION <br />UN INSTA7LLLATION SCALE 3 .1' yy�{,L,.j�� �]¢{� ig�L AtlQ �,( }j�NTI1+IG INSiALLATM?N !� <br />SECTION I sr�I 3/a` T° SECTION 2 SCALE; 3j5" I <br />t ICE �AYY.'ee' CTlu+M PANE, IlIM&LATfON . y <br />.NDi$ <br />I. LIFE SAFETY STORM PANEL CAN 9E LOWED AS AN END PANEL (FRTST OR LAST FANEL) 1 <br />OR AS AN WERLDR PANEL (ANY PANEL LOCATION 04 BE ft-tN END PANELS). rA�, <br />B SEE I 1} <br />PANELS <br />LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADi44CENT TO RE1UiA11 .,ry'. pM <br />sm NOTE 1) <br />(W/ OR W/O REIAW TRAcial <br />!M /� <br />2. LIFE SAFEh SiDR PANEL CONSISTS OF MOW' GALVANIZED STEEL STORM PANEL AS SECTION S—B <br />PER COMPONENTE�.. SHEET 2 OF DRAWR}G° SCALE 3/32•.1' <br />THIS PANEL ITSELF TO BE RLI i OR INSTALLED FROM THE VMOV OF <br />STRUCTURE. <br />3. LIFE SAFETY REO M TOP TRACK TO BE COMPONENT (D&. BOTTOM TRACK TO a �l�,•Tiu <br />6E COMPO AS VER SHEET 2 OF TAM DRAWING, <br />COMPONENT BE INSTAHrm WAL1 OR FLOOR MCUN7W FOLLOWING SECTIONS I e <br />,'•' <br />�r. ENS•• <br />2 ON THIS SHUT, AS WELL AS DETA88 , a 2 ON SHEET 14. • �,\C F <br />=ay1^ Z FLORIDA BUILDING CEDE (N11 h Yt11v9y xurPlcan6 Zatfa <br />"; <br />4. LENGT#f Frog COMPONENT ®8 TS". ? ND. ,a*eco. <br />LING n� 14 -GAGE GALVANIZED STEEL STORM PANEL ll <br />Mo. 1 SPADING FOR COMPONENT �ANCHORAOE A7 BOTTOM S GIVEN ON <br />MGM. SCHEDULES T Ek 2, SHEET ,4. * '. WNN bx: <br />COMPONENT *:• f�- <br />CO3IFONENT ®MAY PERMANENT DR NEYT/ABLE y ..qq ATe r Arc ar/mvm2o <br />s <br />S SEE DETAp3 FOR INSTALLATION INTO WOOD FRAME WILDIll ON SHEET IS.'�y' h ORAL PROTECTION PRODUCTS, LLC. IDAtE <br />11: SEE SHEET 4 FOR DETAL APP004M TO THE NECESSITY FOR THE INSTAUAIRON OF *O'•• A•1•••,,•• d / <br />A S`1NA ( 11A4 i4Y. sty. aAM. mA ,Mmn eMo tlaxr H IE: (4a+ IS. FAAIL, OI54pan-a»? 20-176 <br />ANAAlAI Vlot <br />SPACERS AT TRACKS INSTALLED AD4ACEt4f AND BEYOt TO SNCCD/WOOD RViDS.. L ArA. • Den �' , " i4. - se PR5NN6. Ne; <br />11111 <br />bOO671• <br />'P,E. a'akASWNH,JAa,JOXT€ A Ar.° }.E a tT-M'A - <br />3AEET'14 DF 2E <br />�N <br />A.S.D. DE',SIGIPRESSURE RATING (itl �. AND CORRESPE�IDING <br />MUM PANEL L&N "Ls' SCHEDULE <br />(YALRS ONLY FOR ak 86TAUATCNS AS PER T THRU 14 ON SHEM 4, 5 A 6) <br />" Ill W/ 1/4'\-20M1' SS:...MA i ,l Ww Al ag w a umisHGTH or W L <br />INTO EXISTING CONC:REJECOMM ;@LQQK STRUCTURES <br />'(VALID ONLY FOR PANICS.(D& @01SIAUATIONS AS PER SECTIONS 1 'DBtU 7, ON SHEETS 4 A 5)PREMME <br />To To To <br />VIM ol,vl <br />i11MlNi1 <br />Sol <br />a= r�r <br />s S <br />� <br />�� GEHgF <br />FLORIDA BUILDING CODE (Ht h VaIGDny Nrarrtcan* <br />Zone) <br />_ No. 4167 a <br />T7'EcO. W- <br />'A <br />a <br />s <br />20 GAGE GALVANIZED STEEL STORM PANELe <br />- <br />* :.& <br />� <br />L 'mB � ) } <br />GLOBAL PROTECTION PR€�M s- Il& <br />i► V INN, 4= a,R. d1 t ti <br />ON" IIn <br />a' �AwMa <br />fE , <br />• "a+.y'1 <br />G yM1E. R. XW,4 <br />" (fa4id\a^2516. Fla! (\LNy\a$-a1R? <br />t>m1e4N,''pdG. 4M1FIf)ti 0. ,Mk RNNE, <br />AM x P,A7 <br />20-176 <br />r/III INN .. <br />An�aa, <br />W..+m.. ws . ,..:eH <br />'gar,. <br />ywRNN, Na <br />.€ �, 1vREtDArI <br />7.E (a, <br />WNtlRt A _ .WILL <br />a,7F <br />�.3` d -73.a <br />Y-5 qa 1135 <br />F ;/4' <br />tN <br />t TWU 9 ! ? <br />4ssa, -72A <br />?ry m r-6' Yi=, <br />z at*- <br />tA19aLTEe <br />1 TIN a a T <br />A6a.Q 7A8 <br />aa`-a TD 41".-2' Ym:. <br />+i fifE' <br />a <br />343A; -4a8 <br />12'-4' OR tE� <br />3 ,j2` <br />a 4c 10 <br />tualaAl As.O. <br />DESYN <br />to:) <br />NAMNRN ANpiORS 9PALWHtr FpR €0. � 2 1ji '* <br />aYtT1aN; { i <br />ANr�t <br />9ANlMNN Pkffi <br />1"NGnt 1" tNJ <br />APLGN <br />CF 'bP-CHAP <br />OWc-ok <br />PM$SWIE rD�MtE D <br />FAN6WR RYa <br />m cDNCAE1l <br />m to,famE <br />a <br />1D exA,cgE1E <br />a <br />m u>wr�TE <br />r <br />To ooNcu,E <br />e' <br />NJA <br />NIA <br />MIA, <br />a' <br />N/A <br />a' <br />� <br />\' <br />W" <br />'NjA <br />N/A <br />a' <br />1 (aeTraey <br />a` <br />i4/A <br />N/A <br />N/A <br />a' <br />NIA <br />d" <br />N%A <br />C <br />N/A <br />E �� <br />Y <br />N/A <br />MIA <br />NIA <br />4' <br />N/A ... <br />"F" <br />NIA <br />S <br />NIA <br />2 (BOITOIO <br />+55.5. -72.0 <br />-: d <br />N/A <br />WA <br />N/A <br />a" <br />N/A <br />t9i <br />NIX <br />a' <br />N%X <br />3 i 4 {COP) <br />I Y-fi pj L€S5 <br />DR LE155 <br />a• <br />s• <br />NSA <br />WA <br />d• <br />a" <br />a` <br />a• <br />e" <br />a• <br />a (may <br />\* <br />YFIX <br />-NJA <br />NIA <br />6' <br />NIA <br />a'.. <br />NIX. <br />d` <br />NIA <br />a#.. :. <br />E <br />ia^ <br />NtA <br />WA <br />6` <br />� <br />a' <br />a• <br />a- <br />d' <br />a ;t a �TTDY) <br />N/A <br />xi/A <br />,z T/:^ <br />a r/4• <br />a ,}r <br />TI�/B+mGLI) :. <br />xE€ 1y t to 18R ANR1ORa M1a+E a 4FALN� FOR iN'BitATU}N3 pffO }'yya pUNy►1a. <br />IAf41LW $PAMRNS ANO fAN\Itpl FyOE IXSTAfKE ARE \pICATFB ON TW5 SMEM4.E POa €0. LESS <br />THNT�ON SIR7�,I1E AIQOOE A/C1WR SPAlxIrO 8Y MTATT"LY2At dPACR,O SMRRIIX1 SMNEOLIAE m <br />RO EMI0WMI0 FACiMiS. Fdl T7lS O/fAATO/1 m � Pll"�LL.E SPAWIO OBf/AhEB OSNG TXCTOR <br />STALL NOT BE 9E L09 1tMN MNNW f6W2t67 Wm\MTW FOR E,69I A,A;NdI 11P1 A4 A LHZWO. <br />�� lYl[ <br />1IA1 <br />i/Vi <br />1/44 <br />7/tT, <br />f/4 F <br />II{•f <br />Mn Afla4x vAuaa � <br />3 <br />3 <br />n <br />] <br />-: iJi <br />3 <br />+++molas"1se <br />WA.+A o...4s arlml <br />3 <br />s <br />a t/2 <br />a iJx <br />tt/x <br />Aprwts BoC DSILp <br />nleweN <br />T <br />,Ay <br />tm <br />]Ay <br />A3 <br />- <br />ID H <br />1.p1 <br />1A0 <br />,Ae <br />ttr LD. , 5/6" LONa'a 8U, W/ INSTALLATION <br />DETAILS EQ8 REGULAR PANELS <br />I D do <br />MR • <br />;' `, <br />RANEI IEirO,kfS (IT o a'-O' AM 6 tt4` O.C. <br />A'An I.Dil 41 A <br />,TR k. <br />UP m aON <br />INTO <br />EXISTING WOOD STRUCTURES <br />mm a P" <br />! t•AVELIMIE FIAMt€ O oa PANEtAtAIE tRUS • <br />um r <br />12 t ' 0. f* WTN t ftY Mk ,1MPDO7 <br />YO E\• <br />_ <br />'-. <br />TON LEADER FDN ALL LGCTBS <br />r-4 <br />us sam" <br />1 <br />a <br />i <br />� <br />E t <br />Yn <br />d <br />1 <br />E <br />I?w <br />{1� <br />O, <br />ED <br />1 <br />Tt� '3 C.a <br />ED <br />, I <br />1 <br />i <br />wm <br />rt0® HWACFTI <br />1 <br />j <br />ALTERNATIVE I W <br />ALTERNATIVE 2W1 W <br />1 <br />SCALE 3/8-1' <br />SCALE 3/al <br />T <br />A <br />} <br />f <br />SEE scmul. 1 <br />SEE SC Ism ON SMFEf a <br />t <br />twa I r' <br />a <br />T�gw'la' <br />2 a <br />m�a�' <br />) <br />qjED <br />d <br /># <br />EG <br />ED <br />....� <br />7 <br />EO <br />Ea <br />` ' ) `� j ,f4• LR . a/a' LMia 9RA54 BWNN¢ <br />e-- t/4••.DC <br />(''� <br />1J'k'\`•;p..' � 3'S' <br />a <br />j, `° �lR� <br />`k. <br />L V S P 7 <br />FOR TNAtI LR L`D LP m To lr APO 8 <br />FAME. <br />l8eO,1S !� m r-6' <br />1/Y O,C, MRup <br />`: } ` f <br />l <br />gW3 i 8• a� <br />4.. <br />IM. (14-)D WND.MIE 10 OR <br />Yq' P4A71 PANELIMTE CRIB • 1F 1J2' 4 C WIR1 t <br />1 I ?. �� <br />A' t/4'A W sc%m • T Oa, Y <br />`---1 <br />3W <br />ALTERNATIVE 4W <br />,a4NRLD if 1Jy' IW. TRx1rADEy PVATRATtole Al <br />I LNdMmTN M Laca,w ,roDD RNA1E NM <br />+` <br />YY. 4_,.3A7E E j(i <br />1/3' CALL nwI'l0m <br />• t N or LEA»: <br />,At�RlIl4.T1Y� <br />$ $ja-, •. <br />soul 3/8.1• <br />1 ALL LENGTHS 1P /D r-a' M. <br />ylI{ <br />, ( [lf <br />EUME <br />DIRECT ,1� \L <br />DIRE INSTALLATION <br />NOTE : STR1T1F2i TRAGtS CLWFY <br />SCALE 3j8aT" <br />SCALE a a -I' <br />A�a1{tFNNt�NIt/Aq <br />1, INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH AS,D. DES" LOADS <br />UP T0. +5'a•5, _72,0 PSF AND PANEL'S EFWOTH UP TO @°-8`, <br />Qy EIS ` '" <br />Sit" � <br />FLORIDABUILDING <br />PE PP[ <br />CO Nt h Y•lOcat Liu <br />ZY+na <br />FOR WOOD FRAME CONSTRUCTION. WOOD MEMBERS: TO BE SGUTHERN <br />,. <br />' <br />.Gana .) <br />2. NEW <br />PINE NO. 2, Wj SPECIFIC DENSITY OF 0.55 OR EQUAL <br />= ISO,. i z* : <br />ray ItI m INC. <br />20 GAGE GALVANIZED STEEL STORM PANEL <br />xw� ary <br />N FOR <br />it �T <br />5 q , _ 4 <br />�L C Ewc. <br />GLOBAL. PROTECTION PRODitCT'S, LLC. <br />TOP & BOTTOM MOUNTINGS CAN <br />COMBINED IN ANY WAY TO SUIT ANY <br />S� S,� ,, Fi i1#.. <br />'yAyNsSt i <br />A eD1aLN€'f96Ha e:ok•verr <br />R,« ar. w. rrrwbsa e+eeiw.a a <br />a.. its <br />N� : t» Nc..If <br />+f-1a;ssy <br />P,IDtJE wa4>a.R-T6ta, COMA haakp-airT <br />: 2O^-1.76 <br />INSTALLATION. <br />A <br />ONN #. QJlj`SpWLWFIDAIE <br />. <br />r<.. r HaE"Hwf 4a4. <br />nRNfrHG HN' <br />IN11NA <br />1WLTLR A ldldY 4i, P.€. <br />m ,?4q <br />smo 1, arts <br />S) <br />5T1iD8 o'EYo <br />TO HOLD IRANI <br />Me NNw (CASE I) <br />Y MAT.. LEASE R; <br />.1-1 17-1 ,/^+.. ALTERNATE ✓-• 1-1 <br />-- <br />`tom ON E 3' s -{ <br />l AMM ANCHOR. MnA. ANChlM7 i <br />l SPACIItC SPACyIG 11 <br />12ETAIL 2 : FLQQR O NTI 0 I Y �IQ PP CA2U T�HEDtfII\E. <br />.E: s/ta- _ I. <br />Xi {,;ITCH A.S.P. DESIGN FIRM TRA #NG (R.s.i.) AND �'(iz RRESP NDM <br />Md MUM PANEL LENGTH "L" SCHEDULE <br />.1AIPPLL�+iT9E MX M2MSi0NS I A, z INDICATED �T�cr a OEM, PANEL <br />`tY�itr�+ StlEET rs1 <br />Im �A;= <br />PIM;fIRE <br />f <br />TAR'CM, <br />CF iM.-gpP <br />C4#-#I <br />PNEIYIH IfLWE 0 <br />PNFilM1E PAS <br />Appl ApCL ► 4mi <br />tiGAA18xfA111ON <br />Of THDA <br />M17WIW F!//EL <br />�FItl81 1' (JL) <br />m <br />ardat <br />m <br />caNCRcSE <br />TO <br />m <br />m <br />10,WTO RE <br />111,OMN <br />m <br />m <br />e10C\ <br />m <br />ro <br />9tDC7( <br />6• <br />N/A <br />N/A <br />N/A <br />6' <br />N/A <br />ri <br />N/A <br />a' . <br />N/A <br />1 & 2 <br />55A. �72.0 <br />l <br />7" <br />0' <br />9' <br />9' <br />r <br />9" <br />9` <br />9' <br />9' <br />1 (BOTTOM)) <br />5•-0` 00 LESS <br />a' <br />N/A <br />NIA <br />NIA <br />6` <br />NfA <br />a <br />N/A <br />a" <br />N/A <br />1 & 2 ATOP) <br />55 <br />B" <br />5" <br />9` <br />S. <br />9' <br />7 1..• <br />I2 <br />1 (6OTTOY} <br />5 7 fi <br />+55,0 72A <br />N. A <br />N/A <br />b' <br />N/A <br />5" <br />. NAA <br />a' <br />N/A <br />) & 2 (TOP) <br />7'-9" 10 >T--a".. <br />9". <br />4' <br />9A. <br />6' <br />�. <br />6„ <br />8" <br />8» <br />a" <br />6• <br />i tBOTI'fTM) <br />r OAS& <br />PR *EO)Itt <br />RAl t <br />f (51C1D # SA1Y Yr. CLOY TOP Or 004 <br />D,sE a (BIM a r I& CODA1Dr, <br />AT1D <br />MA10tBJY PN7EI <br />LENGTH '9." tT1a <br />- <br />3" 3" <br />92 -61.5 <br />4 T 4 1/2' <br />2 (BOTTOM) <br />7'-e OR LESS <br />+52.8 -86A. <br />�' i 3` <br />a' 4' <br />2 (BOTTOM) <br />Y-a' OR LESS <br />+55A -72.0 <br />2 1/2• 1 2 1/2' <br />4` 3 1/2` <br />2 (BOTTOM) <br />7'-S- OR LESS <br />+55A -710 <br />2 1/2" 2 1/2' <br />VA � NjA <br />2 (BOTTOM) <br />7'-8" TO W-0' <br />+5510 -YLO <br />N/A N/A <br />3' _ I 3 <br />2 (BOTTOM) <br />7'-8` 1O 13`-a' <br />WARN "A. eEM\N <br />W4 PN� iHiRl <br />,� <br />i�•fi b191 <br />LaYtUa glNrDleN <br />iAflA$ <br />At\FL <br />['a401IIW <br />my <br />Aa ATm <br />SEE OW 15 FOR ANC,OAS rft t SW4INC FOR #SULLM iM TNRI W000 11111E 6N IM <br />Wil" ANCHOR SPAtil " MIll EDGE MITIAll ARE PMNCATfa ON 1H6 SC MAL TOR <br />E.C, LEIS TTMN WpCATEC ON 5T2eFelAE R"'II l: A'i SPAT RJ "AiTW'l 49AGfla <br />SMOWN L aCA7kTXA.E 6Y THE fIXL7ayIG FAt10f6 : THIS � TO M POS4>NE. <br />REEKED s Kam MANE, -4 F ol, 04" NOT E LESS TWM MP0" SPAaa10 <br />rIDNATED FOR Ul MOM TYRE AT ANCHORS ISO <br />• <br />:.: 1 <br />1 4"A <br />AL <br />TA,NON <br />R aP.4AN' <br />(Al <br />1a1. ANLNDA'. \NAONG <br />4YiL4alA,Anl 61w) <br />11 <br />3 <br />3 <br />3 <br />3 <br />eE-at\N al (by <br />3. <br />3 <br />3 1/2 <br />;! ,AS <br />4 <br />Am^ Rai GHEE WNW <br />iAMR <br />(VALID ONLY FOR PAI S(I)& Q11'6FAIIATION4 AS PER SECTIONS 1 THRU 10, ON SHEETS 4. 5 & 61 <br />VAX" <br />MOGAN AMMONS SPACING W0. EO.. 3 1/2• + -. <br />AS.D: DESIGN <br />- TfPOON <br />CF TM -CAMP <br />VI%-01 <br />PMELVATE tfl4YF ID <br />e'AN91QiE PLUS <br />SOLD 9i <br />t # <br />AMIrtNUM PANEL <br />PRESSM <br />MTNO <br />m CONCRETE <br />TO <br />1 <br />m CONCa6.TE <br />TG <br />aDp�EtE <br />TO CCNOWi£ <br />m <br />C NCI E <br />TO CONCRETE <br />m <br />TO CONCRETE <br />m <br />TO CONCRETE <br />m <br />ANY fAY6Y1ATON <br />OF THEM <br />lEJK4111 l` (N.) <br />61 <br />N/A <br />N/A <br />NIA <br />B" <br />N/A <br />8' <br />N/A <br />a- <br />N/A <br />N/A <br />N/A <br />1 (TOP) <br />8" <br />4 <br />NiA <br />N/A <br />6` <br />Ir <br />6` <br />6" <br />8' <br />6` <br />NIA <br />N/A <br />I (BOTTOM) <br />6` <br />N/A <br />N/A <br />N/A <br />B" <br />N/A. <br />a• <br />N/A <br />6'' <br />N/A <br />N/A <br />N/A <br />2 (TOP) <br />a•... <br />N/A <br />N/A <br />N/A <br />B' <br />N/A <br />5" <br />N/A <br />5' <br />N/A <br />N/A. <br />N/A <br />2 (BOTTOM) <br />56-% -7ZO <br />6`.. <br />N/A <br />N/A <br />N/A <br />B` <br />N/A <br />5•... <br />N/A <br />a" <br />N/A <br />N/A <br />N/A <br />3 & 4 (TOP) <br />77''-S" 14 W-r <br />OR LESS <br />8' <br />A`: <br />NIA <br />N/A <br />B,. <br />Ir <br />6" <br />6• <br />8` <br />r <br />.. <br />N/A <br />N/A <br />3 (BOTTOM) <br />ir <br />N/A <br />N/A <br />NIA <br />B" <br />N/A <br />a" <br />N/A <br />6' <br />N/A... <br />N/A <br />NIA <br />7 (TOP) <br />1. <br />4' <br />N/A <br />N/A.. <br />6" <br />t` <br />B" <br />8' <br />6• <br />5" <br />N/A <br />-. N/A <br />4 & 7 (BOTTOM) <br />N/A <br />N/A <br />12 1/2' <br />6 1/4' <br />12 4/2` <br />6 1/4` <br />6 1/4' <br />6 1/4' <br />5 1/4` <br />6 Ile <br />NIA <br />N/A <br />5 (TOP/BOTTOM) <br />50.0, -53-3 <br />NjA <br />N/A <br />12 1/2• <br />5 1/4` <br />12 1/2' <br />6 1/4' <br />8 1/4" <br />6 1/4' <br />6 1/4` <br />6 Ile <br />N/A- <br />N/A <br />6 (rOP/BOTTOM) <br />-8' TO 11•-2' <br />56A, -72.0 <br />N/A <br />N/A <br />6 1/4' <br />N/A <br />6 1/4" <br />N/A- <br />5 Ile <br />6 1/4" <br />6 1/4• <br />8 1/4' <br />N/A <br />N/A <br />a (TOP/BOTTOM) <br />'-6` TO 1T°-}2- <br />NIA <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />6 1/4" <br />6 114' <br />6 ij4' <br />6 1/4' <br />a, 9, 10 (TOP) <br />, 3A •^4a.0P/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />6"6• <br />a 1/4' <br />6 1/4, <br />8 (BOTTOM) <br />OR LESS <br />4° <br />N/A <br />NIA <br />N/A <br />NfA <br />N/A <br />N/A <br />6""a <br />]/4• <br />6 1j4` <br />9 (BOTTOM) <br />12'-4' OR LESS <br />N/A <br />N/A <br />N/A <br />N/A <br />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 />TO (BOTTOM) <br />SEE SLEETS 10, 11 AM 12 MR WHONS TYPE & SPACWG fOR- DIFTIUANNS NTD I = FLAME ILIXlIG. <br />~M ANCHOR P%CO S MO will SOME INSTANCE ARE WDICATED ON THIS SCNPDUIE. FOR LEA. LESS <br />THAN NDIOM ON SCHMI E REWCE ANCHOR Ell ar YAATPo.YNO SPAf9NA SHOWN ON SO4EDU E BY <br />ON: rMl.MW FACTORS. MR T4 OPEAWTOM m BE POSSIBLE 18AUCE0 SKIl OBTAINED USMD WTOR <br />SKILL NOT 8E LESS THBI MDM,W SWINIO 7tffiIMATFO: TOR EACH ANCHOR TYPE AT MC4011S LEGEND. <br />�=� <br />f/4Ai <br />,/i4 <br />Ill <br />1/PA <br />1j4. <br />1/4% <br />LP TAP -GIP' <br />mil1TPCW l a <br />DNK-N <br />SOLO-= <br />L•a 4400 $Wm W <br />2 <br />s <br />3 <br />, <br />2 1R <br />3 <br />44 � <br />! <br />3 <br />] <br />2 <br />3 <br />31/E <br />MOO <br />I4\. AWN o:swr alelYS.f/2 <br />3,/2 <br />4 <br />3,/2 <br />Aclum. m QOi MOM <br />r A�D <br />T 0 R <br />- <br />2 1/2• <br />3 1 <br />San <br />- <br />tyO <br />taa <br />Ii�iSTALLATION <br />INTQ,LXrSTING <br />DETAILS � I MAR PANEL'l <br />WOODS CTURES <br />A <br />� ##t�4-1q PMEtwTE PLUS <br />-M <br />'14-t0 PAHELMATE PLUS <br />6 1/4. O.C, Wj 1 7ja` <br />Lam'`" ''� t4-1q PAt&YyATE PLUS <br />�.. 6 f 4' D.C. SYif 1 7/8' <br />•~` ) m <br />T4 TO <br />r"` <br />4T" To <br />=�, HEATEERON <br />`�r k <br />�.. /i°g1SD6'WDDP. DANEAgEF <br />J,'kC NF?DER <br />IafW <br />f <br />r <br />2 " ye O.CL • <br />I �) . 2,1 y I k 1JA" GA. <br />wall HEIM Lp�, y y I ; ROOD MEAGER <br />REDUI "l 1 i I REARED <br />r ' ' <br />pt <br />�/ <br />am 504EWAE OR ; <br />SHRfI' \ <br />SFE aaeEMnE aI � <br />f <br />-. gE S Kil ON 1 <br />SLEET 6 <br />foR ela. <br />TO aUui <br />W.sm m , <br />m OIh44. <br />F fOR MA SEPARATION <br />ro GLASS. <br />-.. ._. <br />PANEL LENGTH <br />,J4'1-2D%t asx (SEE NLn 1) <br />ES •f ?/r'A a ` <br />i I <br />Neur, PANEL <br />,/4Y-m2t' i[S (SEE <br />Wf ?/6Y a <br />� <br />LENGTH __._. __ PA NamLE1) <br />NOTE 1) t/4:P-xoa,' yB , Y (SEE <br />i �K/5�•W/ ?J6`A <br />t,E11Y FARM P <br />i EY4t OhA�EM , <br />- f E1F mkwul 1 <br />'N/R <br />H. <br />_ <br />i <br />J <br />5CA4 <br />!, <br />I 1Rx <br />i i OF <br />MAX <br />M <br />MAN <br />i! ) <br />I <br />I � <br />.,,.� <br />jt � .. <br />I <br />7J6' ! <br />I <br />I 2tWt• 1 <br />� • `y,.. _- 7�a'PM8, •idl3=' f <br />P _o <br />FA. F1DN' • <br />ie oz <br />5ale3dRDT NA51dR <br />I 1 <br />12 4 • G <br />J2' <br />i � 'MMD 1ki • <br />, ` <br />"`•- - 1 a'A LAG SCRe'`A'S <br />2'k4' WOOD } ; if 2'A4` WODO <br />..� :. -. t4-TO PMELNTE PLUS <br />:_'//YE9T <br />I , <br />2..e AY1m MRL THREADED <br />REDU6trD PENETPAION AT <br />REMJIREq t REOUWED <br />' Tj4" 0.0, W/ 1 7/b' <br />I t <br />'' O <br />t j <br />1 <br />- <br />;.� i t 1 '� �' I MITM T H OF PLATE <br />MEN iViQTN OF PLAT <br />) <br />i �6`4 C STAOGEREEI 1 <br />! <br />, <br />MOU"M <br />MNRMOW OF PLATE <br />TDIRECT <br />P' <br />Sr.'r SjBf*19 <br />- <br />NOT <br />- SI6+1• <br />SgAtE 3fJY+1` <br />1.• INSTALLATIONS FOR ALTERNATIVES SW, 9W & IOW ONLY VALID FOR <br />n I��AA4 <br />BUtLONNGS WrM AS.D, DESIGN LOADS NIP TO +43.8,. --",0 P.ed. AND <br />PANEL'S LENGTH UP TO 12•--4" <br />AA {LAAM <br />i!`�.•.- ..•, <br />2: FOR NEW WOOD FRAME CONSTRUCi1DPk.:WOOtl� MEMBERS TD BE SOUTHERN <br />,D�' <br />, <br />• LENS ' '','S •L <br />'••, <br />`'." <br />PINE NO: 2, W/ SPECIFIC DENSITY DP 0,$3 OR EOVA.. <br />; i3 F S <br />fLDRIOA BUILDING CODE Nth Wllaait. Hur'fTcano <br />Zoos) <br />NOTE POR COMAINAMON Lam: ct`ctro"S; <br />? �JO. 41 ty * _ <br />-, Ir'nauw° 20 DACE GALVANZED STEEL STORM PANEL <br />psrT°i 6w, <br />TOP a BOTTOM MOUNIINIGS CAN BE <br />COMBINED IN ANY WAY 10 SUM ANY <br />INSTALLATION. <br />d g TE <br />..dqq F. tE-- .'-"-� <br />%ry`In' i <br />GLOBAL PROTECTION PRODUCTS, LW. <br />iL. ECO IMa. <br />09�y <br />,, Flo ^a/ff�'�....� <br />''%AA'P�i <br />t Eypp wK��tsll <br />20-176 <br />'� f <br />A!N <br />�,',. a�afw-'Im. p mf (1M4N#y-TS,a.rA�E{d6e)aw•62» <br />AyAAIIII NN1 <br />- \ rM. .,.N\u - f4 w. � <br />nRM1g,a Nt <br />E 5T7dJaWYJt�/pDE <br />,AY.TER A Y. PA: � W - - <br />1p@T 14 OF ZO <br />E <br />1f4! LAM • a DD W/ <br />INTO EXISTING WOOD <br />ST UCTURES <br />%k 'ION <br />11 <br />4 1 <br />J <br />1 <br />Sol <br />t <br />r <br />yja�j <br />WWC�tATIDY <br />si(Fg • 12 iJZ• D.0 <br />ALTERNATIVE <br />1 <br />ERNATIYE 2 <br />1/a` MM. <br />s 4YAa IIACta,IE <br />e� r " <br />TD a D.D <br />SEE <br />ON SKEET M AA <br />MR im, <br />Jp <br />! <br />N <br />TO BLASs• <br />} <br />EEID3 _ <br />..,E <br />ED - <br />I <br />ELY1 <br />'� <br />EA T , <br />' <br />1 <br />I { <br />.+ <br />LV• `,,r <br />it fAX'O PLATE <br />•¢Nt REMfiRFA <br />f <br />i <br />Pu,l <br />yi+. <br />j <br />RILL., N <br />8 f m <br />9L:T�IYE <br />3 <br />ALtIERNOYE.—.4 <br />t <br />TlaRsCWIN, DoEws 000 WW/ f F/2• <br />f <br />' <br />,Wjni"L,D.,,s/a* wrm BVSrNeG wt <br />1 4`04 S3, I,.L • 6' <br />CONDITifINS <br />& ANCNQ�R LOCATIONS <br />1t4•.,•� � E m aR'�TLVE <br />10 <br />X m wwo <br />iyY9$Q FAME. <br />SON& W. r <br />T i tW a'a� <br />NOTE : StRI1TER ?RACKS NOT SHOWN CON OtAwr <br />TIO <br />SILL 3/M - I' <br />2� <br />1. I SIALARl Aft ANU° VALO PD M WITH A1.a CES,ON LDHC6 UP TO <br />+55,5, -W..0 POT AdO PANEL 1, m a' -a, <br />A FOR NEW ,W.74IO FRAME Gomm WOOD M1DtaERS m :BE SGUROltq <br />PaE Na a, trI 5PECtF1C C{NRI'I or G35 OR EODAI- <br />N <br />c- <br />L <br />� <br />O <br />N <br />0_ <br />8 <br />.� <br />0 <br />C <br />Cu <br />- <br />-0 <br />O <br />Q. <br />N <br />O <br />LL <br />L <br />c <br />.- <br />�4—/•� <br />VJ <br />E <br />z <br />z <br />W <br />J <br />c E <br />O <br />f� U <br />CD IMe® <br />-ram 11 T <br />SHEET NO. <br />S H 1.1 <br />