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E¢ omRMe ,, a A 4 <br />m WW 4 WALL AND FLQOR MOUNTING INSTALLATION FOR <br />i I�ew�0. SPLIT PANELS n • r ++�+� as At a <br />j LI%:rw • Nw <br />Nw►m t--E- �, - ,v.,,(.,�.r ''v'•a'-0' - - -rT. . ?- 1..1. II -T.. T IIJII 1 : 1 <br />1 lift. <br />. i ' e , • ("'°'�' *� raen yy� 1 .. _ Me" <br />p"ot"s w w PIT <br />L (, : p ,. ifW. ter • BOI,OM/ ,,• - (M ,o' . eoNM <br />f i <br />'71' W 41n ve4N a ,• <br />am Of MALL <br />A„vlL0AI6E 4 1/2' ,-_„ 4• ' lulooW si a SILwT <br />1 X � �. <br />1. now <br />�lW. ! SG1I.E: 1 4 .. 1' • ! I{Met <br />1 <br />��••F���� <br />1 <br />!1 WWQ • - Y,- I,Y� A� ,\ • - • ' T r"TITS-Ti'TT -'f n��,// <br />R Jt' �LfgNlArlN 0 b�0. 1•' . Mtrp w4LEw • (>B pRMAr m M sew <br />�1'-I•--- --- e1W Iwo ./�'R N. RI,Q <br />W/ P YNi NRM�.[ MM I ) . I ! ` •: lN1M. x <br />TART77, <br />Ta ANTE' ' - 40L1-n AMAr �i•A P.,.. -no rAI <br />• r o.e. ! _ Lb o At a we rwMR . As <br />1 <br />, <br />M <br />1 ' <br />I ' <br />1 <br />, I <br />, ! o <br />1 , <br />1 , <br />1 � <br />1 I � <br />(Ia <br />4q.M t <br />oM"M4a 0 <br />�1�ai i✓�i r ac <br />Y(� �/ � o�, <br />I <br />] <br />P. <br />RpB��NR.,[ <br />o rrr_ -nA prf. <br />1 •. ,HM, can <br />A- <br />7,1 •�I I a M <br />YI. <br />Imr3•N RLP1 <br />swa+/r-, <br />WALL �eVe <br />P 1 <br />T <br />MULLION SCHEDULE <br />Ma. YULUON <br />11C0{MI[D Y1n-- <br />SPAk (n) • <br />TUBE MULLION ^ <br />' <br />NGmIU <br />m11 %'Mn <br />My <br />s 4'-e• TO 9'-6• <br />2' • A' . t/B• <br />aeNWr.••) <br />6telONF+ <br />-72A A.L. <br />•..A,4' <br />,.1... <br />Milan, <br />�pprrr...*TTT�� ^ SPANS uALL10i'd1A� 47. OL910r11� MTNO <br />y1VtiALL L,L Qi , 2UfAVFAM�WIOlRL 01UDCBE� LSM��31gCOk.S I>�F <br />NDIT Mu LUON CAN ALSO K IMPALLEO W/0 STORM ONICL3 ON TOP <br />OR Lc"w SD THAT IT LOCATED AT TOP OR Dorm or OPENING. <br />(ONE PANEL OPENM W/ TUE TOP A BOTTOM) <br />INSTALLAIDW - ALTERNATIVE 1W <br />SCALE: 1/4• . t• <br />! ''fi111i11! 11 <br />- r- <br />I <br />• ,to ! <br />: i I T fi ! : <br />I <br />t <br />'n; - - �/r ,- uvula WArN • b,o u4Lcw taWUAt .---- <br />I 1 <br />SECTION Y-Y SPLIT STORM PANEL ELEVATION <br />SCALE 1/4--1- tla.•�+wp W^f I/r•1' <br />INSTALLATION DETAILS FOR REGULAR PANELS q A L1L$ <br />INTO EXISTING WOOD STRUCTURES <br />JL <br />RIM <br />iI /1• if V' W.nWWI'ItlM.I �•7 <br />1} _I 11 sp •.� R. _ W�C.y..2A/N••.ypr <br />1 -. .. I 1 1 rL Ri°2°4• oL I.FM1L0m '•' _ fir <br />1 <br />! I <br />ro •AM. <br />WALL WDLWTM <br />j 181STALLAYM - ALTERNATIVE 3W <br />T, ILL <br />WALL MIOUMTM <br />AI31A1M1A I TIME n <br />SCA/6 1/4• . 1• <br />NDIEL <br />1. INSTALLATION ARE ONLY vAUO FOR BUILDINGS WITH A.S.D. DESIGN LOADS <br />UP TO +55.5. -72.0 p.e.f. AND PANEL'S LENGTH UP 'TO W-8'. <br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN <br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0,55 OR EQUAL <br />NOTE F�,f,,(�(@INAiION OF SECT)OHS: <br />TOP k BOTTOM MOUNTINGS CAN BE <br />COIN&NEC IN ANY WAY TO SUIT ANY <br />INSTALLATION. <br />( 90404E <br />ME[7 14) <br />(INCE S,CWDLU OM­%,�\ ` <br />serT 14) <br />.. <br />_v <br />. .500 <br />Antonio, <br />soo <br />e.Al <br />I <br />I I <br />ratroO1q'T <br />'�►.' rcr <br />'MM6 :,1.ev <br />a <br />MVf <br />31�IIP li 1 1 o.0 <br />sno 41F <br />1 1 6 <br />1�T/Ar, a3/e•M•Mh (CANE )I <br />T.- <br />-17-K <br />(Gov /I <br />TO <br />1 <br />G r <br />p <br />M CONCWCR� 1, <br />KOOK WALL <br />W4UM <br />I i <br />IBEE 9CTEDLAE Ok <br />j. <br />L-UMMI[n-•' <br />jA'ZI'CONOTnONH) <br />WALL MOUNTING <br />IHRi 14)--E.O.___ <br />INSTALLATION <br />- SECTION <br />T SCALE: 3/8' . I' - SECTY]N 2 SCALE: 3/e• - r <br />ND)Ii_OdJ1[i.56ET:T4�A8M..PAM4..$:SIFY 1WfiTAS.,T10N.. <br />I LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) <br />OR AS AN INTERIOR PANEL (ANY PANEL LOCATION N BETWEEN END PANELS). <br />LIFE SAFETY MAN L$ MAY OR MAY NOT 8E INSTALLED ADJACENT TO RECUJVI PANELS <br />(W/ OR W/O REG" TRACKS.) <br />2. LIFE SAFLT' STOR PANEL CONS= OF 0,030' GALVAN12tD STEEL STORM PANEL. AS <br />PER COMPONENT, SHEET 2 OF DRAMND. <br />THIS 7ANEL ITSELF TO IN REMOVED OR INSTALLED FROM t4r NSIoE OF <br />STRUCTURE. <br />J. LIFE SAFETY P REQUIRES TOP TRACK TO K COMPONENT me BOTTOM TRACK TO <br />WALL nOOR MOUNTED <br />EN''"p LTiI <br />���•••:•••� <br />OORR <br />CKONN+ONENT TNSTALLL'D FDLL0ILING SECTIONS , • <br />2 oN�R. A5 ITCLL AS OETAAS 1 • 7 ON SH[[T ,.. <br />�VCEN. <br />4. Min. LENOTN FOR COMPONENT 4 S IS. <br />' <br />Ma. ANCHOR SPACING FOR COMPONENT ®ANCHORAGE AT BOTTOM IS GIVEN ON <br />._ <br />SCHEDULES k 4 SWEET ,4. <br />COMPONENT MAY 8E PERMANENT OR REMOVABLE. <br />pjE <br />3 SEE OETALS TOR INSTALLATION INTO WOOD FRAME BUILDINGS ON 54rr 15. <br />.q,O,L: ••. O.. <br />'i =i 'Y '• <br />e SEE SHEET 4 FOR DETAIL APPLICA&E TO THE NECESSITY FOR THE INSTAILATON OF <br />' ON <br />SPACERS AT TRACKS INSTALLED ADJACENT AND BCYOND TO MCCO/W°OD BAGS. <br />yFSS <br />gF3311 ONl <br />T__�f(i <br />`1 <br />�itNn AW4o <br />'ii11�1' <br />(f7 <br />IRmA PMQ) <br />i 1 li( <br />I LMRI�MI PMIW <br />1111TT� <br />(fROedl <br />PN4L) <br />�Tl-1{ <br />too PAIL) <br />1 <br />! <br />_1 <br />ill l Ai <br />i Ll T1�_ <br />11 <br />i <br />Was <br />ff <br />I <br />1Y <br />I <br />I <br />EKE DET'AL3 1,1. 1 <br />_ <br />OR <br />fit <br />/4 2/4 2q/4 3/4 a 4/4 1 21k '1W/15 1 2 <br />�lMMI 1 <br />IS � IOWwa- � � IaMAo <br />o.. <br />•LED s rrr Alarm I <br />CEILING t FLOOR MOUNTING WALL k rum MOUNTING <br />INST LI �TIGN - TE®lA AW NESSTA"TYINS - ALTERNATIVE SW <br />(SECTION AT TOP IS LIMITED TO +M5-67.0 MAX. HARE: 1/0. 1• <br />AS-D. OE54N PRESSURE RATING) <br />� I <br />*Lr.A � _ rlr Mece Im <br />4 wo <br />It <br />FO,ORiYM rZo"•OSRa w <br />FLOORa1 <br />INSTALLATION - SECTION 4AW <br />WALL- 1/41 - IT <br />FOR CONCREIM rw WDm t JC N2 3EIU C> ON � 1e L4 . <br />-r_ 1, 2 k 1W/15 <br />N.. 1/4 2/4. 2W/4 3/4 air 4/4 1. 2 k iw/15 �3 M.. <br />r III <br />AY <br />LALra". i0CM ITN <br />At !MD PANEL])14) <br />k 1W/15 <br />A(TER/4ATf LOCATION <br />AREA WINO Let SAFETY PANELS <br />.J ON Let SAFETY PANEL if <br />LOCATION OF UfL- (J EE Norz 1KL001 <br />- 1. ROOM PANELS W/ OR <br />-- SAfCTY PµfI <br />W/O REGULAR TRACKS <br />(SEE NOTE , <br />KLOW) r LAST PMR (1� TO BE INSTALLED AS <br />La NFE7Y PANEL tw4G SMALL. <br />K <br />70MRrzNAluroNoEA <br />aPED <br />OR REMOVED FROM PAROE <br />ELEVATION <br />lY S7eNWAL . <br />SCALE 3/3?'-1• <br />` r,/+• M.a ow ®®rr <br />L ' 1 r yr M.F <br />-I <br />Is- <br />NLA1T <br />NS NOTE 1 P/IQS GLIERMn lOdl101 <br />ASEE MR 1) <br />SECTION B-B <br />SCALE 3/32'•I' <br />Nurrlcone <br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.tJ AND CORRESPONDIN <br />MAXIMUM PANEL LENGTH 00 SCHEDULE <br />21Mn eWv rrr •AAML4FAAM .,etN IAteYMe <br />M1r6 <br />laZliFClioNc w <br />- IXAC <br />at74MN <br />• " a � -' <br />.35A -72A <br />7, 3' OR Los <br />2 ,/A• <br />UNINLYED <br />, TWW 6 ! 7 <br />2Y-a• To Yrr. <br />2 3/4' <br />UTAOITED - <br />, ,Lw1l Ski <br />.3L0. _Mu <br />2r-6t0 IV-2• Ma <br />2 'Ir <br />• e0.7LD .0 11 7 <br />AT <br />OY[MNS' <br />a -- <br />.RSA. -410 <br />12'-+• OR IE43 <br />3 I/2• <br />. <br />Q e • ,o <br />• MLTw r/ ep1-ri,• 33 YS A "Meen u MOW L DOLINIM" Of MYt. <br />M"IMUM A.S.O. DESIGN PRESSURE RATING (DI•,_f) ,AND CORRESPONDING MAXIMUM ANCHOR <br />SPACING SCHEDULE FOR REGULAR STORM PANELS i1) AL fk INSTALLATIONS <br />INTO EXISTING CONCRETE A STRUCTURES C CONCRETE BLOCKS UCTU S <br />nium DAILY e0a PANitsir>l A iwity limaiL at pre esrrleL.e , • . AL <br />IWIAw %S.D. <br />"wew AN,Ct"SPMWq Poe cis, - 3 ,/:__ <br />- - _.._ <br />a1gN <br />APPUG.12 f0 <br />/ ! <br />IANY <br />NAIWLM PN <br />v±LroM tl LIP -OBI: <br />CALM-M NW�IWE rOYN.0 -NINE tart RMTo <br />ro CdcME <br />CONS [ <br />ToCoKwn <br />C"P <br />to Galicianr <br />w <br />1a N•IMm <br />To <br />coichm <br />to GOWAlE <br />TO <br />colicu 2 <br />comm <br />or <br />1• (t.1 <br />RATING ,) <br />WA <br />1• <br />"✓' <br />{• <br />NA, <br />, (TOP) <br />j <br />e• <br />,1/A -_ <br />W. <br />k/� <br />N/A <br />-. N^ <br />r <br />{• <br />r <br />WA <br />{' <br />e• <br />r <br />- My - <br />e' <br />IF _- <br />v <br />_ N/A <br />, IeDT1oM) <br />S fTOP1 -i{ <br />; <br />IF <br />WA <br />WA <br />N/A <br />r <br />M/A <br />B' <br />WA <br />! <br />N/A <br />3 (BOTTOM) <br />+36 S, -720 <br />r <br />WA <br />N/A <br />N/A <br />e' - <br />WA <br />0• - <br />i N/A <br />0• <br />N/A <br />3 ! . (TOp) ^{ <br />7'-e' aN ti33 <br />on J33 <br />r <br />S <br />WA <br />./A <br />r <br />r <br />r <br />e <br />r- <br />a <br />3lBartaN) <br />i <br />/. <br />WA <br />r <br />N/A <br />!- <br />ILIA - <br />_.. a' <br />_ N/A <br />7 (TOP) <br />WA <br />r <br />r <br />N,A <br />WA <br />r <br />r <br />r <br />e' <br />r <br />1' <br />- - <br />A A 7 (aOROY) <br />N/A <br />N/A <br />,2 1/2• <br />• ,/A' <br />,t 1/2- <br />a 1/.• <br />0 t/.' <br />6 t/4' <br />• ,/4' <br />♦ 1/4'-� <br />s RaA/soneMi i <br />SEE SHQn 10 A 11 "A AWCMM r"9 A SPAONa FOR 04EISLAWNS MIN YAW "OW ■1S0ML <br />ISNI" ANCHOR t XVM AND MONAW EDGE EOlA10E AM WrAnD ON VMS SOEOLIE. MR EA LESS <br />iN•AM MW O ON 901404E AIDUCE ANC.01 9ACM All WUWL1'ND SIIGIO wmw ON Ec,Q6SE er <br />TIME MAWR FFCMW FOR TM VCMDON TO K PpepaRE• MDM SPACING CING ONW LIMA FARM <br />N SNYL W K LESS IN.M•MRAI SMIO OMrAtw FOR LAC" WLCMOI FVK AT AM"" UOEND, <br />r/1e1M Ttre <br />1/•9 <br />11FCa <br />/4y <br />OIAF.r! <br />11re <br />1/41. <br />Aftfle" <br />1/41 <br />oM6_ <br />,/r. <br />vt + <br />LM. olook •own 0.) <br />1 <br />1 <br />3 <br />F <br />E IA <br />] <br />- <br />MAL ea on mom <br />FFfl1R <br />--- <br />- <br />- <br />- <br />REMaIAD J 1 <br />I <br />I <br />1 <br />t <br />I 1 <br />-RAT' 19. Y.S, e 6 1/41 O.C. FOR <br />Ib0r16 1A TO S•-o• 0.0 a 1/4. 1).0 <br />J'a„8 IN, ro r-e• MM. fa J -'0 <br />"AR nxxx 0 Do waan RR1a • <br />rY 0. C. WON 1 I1r Min. IMIEAOED <br />IAARO4 ll1 NWADEW 1011 NA L110TNi V <br />-r M., <br />AND 0 <br />-r Ma. <br />a <br />Wk, <br />AT <br />ro. <br />INSTALLATION DETAILS FOR REGULAR PANELSCb AE i1�9 <br />INTO EXISTING WOOD STRUCTURES• <br />I <br />/Y2•,K eIva <br />II <br />, <br />(--, Y n <br />,/r I ._... Lx. E01 �I <br />Eaf <br />jI _ _ .. IQ III ED' .I. <br />6 I <br />E01 <br />HOOD ,f10O1 I <br />,ReIARD I MAW 'R•LQR Moon ,q0q <br />AaNM40 <br />-I► A_ <br />' ALTERMATIVE iw AI T RNA 2w <br />1 1 J <br />-.,-.. To "lAft <br />tit SWf 3/e-1' SCALE 3/0-,t <br />.-- MEI El�PRA1,�ONL S 1 <br />_� I E01 ED <br />I E01 ! "I;I <br />Y <br />E4I EO <br />Cal <br />if <br />to <br />L���y.3p3/ .am n•NE i' <br />'I 4 c- RFS N/) AEOlilm - <br />,/w uD e°ILIwM� r. ocoCW/ <br />n r ""Me" RNETR.IgN Af.TERNATPVE aw �ERNATIVE AW <br />I%.• rIA,E -- • Mm•mm W ILM SCALE 3/0.1• SCALE 3/B.1• <br />Kou4wo <br />.AI IT SAAiI� IILII'TAI I ATIA41 NOTE ' SINUTTER TRAM N07 SMOM FOR CLARITY <br />NOTES <br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D DESIGN LOADS <br />UP TO +55.5, -72.0 PSF AND PANEL'S LENGTH UP TO 8'-8' <br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN <br />PINE No. 2. w/ SPECIFIC OENSIfY OF 0.55 OR EQUAL <br />III= fOR CtMiGLwTIrNI OF.$ECIiDyS. <br />TOP A BOTTOM MOUNTINGS CAN BE <br />COMBINED IN ANY WAY t0 SUIT ANY <br />INSTALLATION <br />AI <br />STUDS • EVERY <br />OVERLAP <br />(12 ,/2' O.L.) <br />TO L4DL0 PANEL <br />K[ SEE TAItER10R MALE[ -END PAWL <br />® •T SC/QWtt 01, SCH ua 01 <br />/ ,-.._3• ran M. r0R Ma. !• - <br />oR DIRECT MOUNT MA]TOR SPACING <br />AMMON ANCHOR <br />DAL 1 : WALL MOUNTING INSTALLATION PPLIOABLE TO SCHEDULE I <br />WAX, 311C - I - <br />MAXI A.S.D. DESIGN PRESSURE RATING .R.f.) AND <br />FOR <br />CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT(8 <br />INSTALLATIONS INTO CONCRETE ! CONCRETE BLOCK STRUCTURES <br />=1116ILL-L-1- JZWJ- Wei..-M� tffiIOlT10Pfi top A. IYITTou _M'(..E,D_-�_.T. +J1' <br />STUDS a EVERT' - <br />OVERLAP <br />0. C.) <br />PAIIEL <br />5'w IRA (EASE I) F T <br />3. A" (CAR 4) - - <br />r <br />1 <br />APPUOWE To <br />2CNf,4uLG.l..2.:.liliw/ FLOW MOUNI ca 111ffici$_eT_BOTMIL.JEI:.S.D_. _.3..lx,..T <br />LAAMIIIIA ASD. <br />06mr1 <br />PRIMM <br />at • <br />I EOSIN a S/r IRA NOI TOr w R16W <br />YAK 1 Imo • Y r rRaM too Ah" <br />APPI TO <br />BECTONS t <br />COMBINATIO <br />"ftwu PANEL <br />LENGTH "L' (ft.) <br />7 - <br />CAJ - <br />OFTHEM <br />.49.2 -01.5 <br />3' y <br />4 1 2- 4 1/2" <br />2 (90TTOM) <br />7--6' OR LESS <br />.52.8 -66.0 <br />3' 3' <br />4' 4' <br />2 (BOTTOM) <br />7'-6' OR Las <br />+650 -72,0 <br />2 1/2• 2 1/2' <br />-- 4• --^- J 1/2• <br />2 (BOTTOM) <br />7•-8. 014 LESS <br />+55.0 -72.0 <br />2 1/2' 2 1/2• <br />MIA N/A <br />2 (BOTTOM) <br />T-6- TO 4'-0' <br />+SS.O -720 <br />N/A N/A <br />3' -+- 3' <br />2 (BOTTOM) <br />7'-6' TO S'-8• <br />..:./ ,--3'-. P2 FOR _L i3 FOIL 4.. 3• -a <br />Ma ANCHOR MwANCHM <br />15FFGRq SPACW0 <br />,'-3. Mln.- <br />DETAIL 2 XING INSTALLATION (APPLICABLE IQ SCHEDULE 2) <br />sGAIM 3JIr . I- <br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.R.f.) AND CORRESPONDING <br />MAXIMUM PANEL LENGTH WL"„SCHEDULE <br />HALNN rArr ONLY j(L,)((CMNS I • 2ININICAUD FOR, rT 9AFLTY 4TORLi MNLi <br />srsTEtf DN sNCET u:. <br />W1eAM AAA am" <br />ralaw alwre <br />WFJ <br />IA^ Pon LaWM <br />1' (A) <br />OK tECopst <br />INeAM 1PQNgN <br />ro MIAs <br />rrP• <br />L'OWIMN <br />SQ MM 16 FOR NKHOIn ML • VWM IRA NNAUAMM MO WOOD PRME euAD.ia. <br />MINIMUM ANCHOR SMACMO/ AM MINIMUM nor OW7AP= #M WeIWED ON To$ 9OIf0LAL FDA <br />E.D. LET$ 71MN NKnw ON fD1EDLLE *MCI µ0M SPADING in mminY•0 VACMO <br />SHOWN ON SONw4E BY " IDUM M FKTOO. FOIL T1W OPiROM A K POMKL <br />A[DVM VW*x OCAOU "No FACTOR SMALL HOT KEM LTNW MNM AM MMCMS <br />NOCAtw fOR LAC"ANDMOR INK AT ANCILOIn 1.01I <br />AIMnl171e[ <br />t/P� <br />ly'� <br />y411 <br />•., - <br />4,,•y��. <br />LN•� <br />FMIYM <br />otF/-RAM <br />'^'••^` <br />ONIt.M <br />MM. ^am mom PO <br />3 <br />3 <br />3 <br />3 <br />7 1n <br />r4N1.4,AAa o,.) <br />1 <br />1 <br />3 <br />It <br />- 3 ..� <br />W-A MINI elr, pld <br />-_� <br />1-' <br />.I1R <br />jl/1`.• <br />-4__. <br />/am v I = <br />Re2oR <br />- <br />- <br />m <br />-- ... <br />- -_. <br />_ <br />03 <br />tP, <br />_ <br />Igo _ <br />..tee . <br />CODE <br />�� <br />IIAxeAA AAPINO ,MAc4m FOR LD- . 3 ,/2' - <br />ALQ CESgLI <br />� 1TWCON <br />LY YAP-011P <br />CYK-1N <br />MrKLYAIf rT1W.E q <br />T <br />PN6WR RDB <br />COLA SET <br />BCCrgN! • <br />14IIg111Y vMItL <br />MN>a1R[ <br />AATNNc <br />ro CaNCR[rt <br />ro <br />DONICRnE <br />10 cer4cRt[ <br />To <br />oDFIDREn <br />._._._ <br />10 LroNCRETE <br />ro <br />COILnnn <br />- <br />r0 GONCKT[ <br />- to <br />OokOEt[ <br />ro CpCITEn <br />To <br />DONaRETE <br />---T-to <br />10 T3DNO1Cit <br />ttWIC1Wtt <br />/ <br />µY ooNwATION <br />a 114N <br />uNaM t• cn.) <br />(par.) <br />a10[x <br />BIOPI <br />•ACX <br />6LOCA <br />KAOI <br />BLOCK <br />p• <br />N/A <br />N/A <br />N/A <br />6• <br />N/A <br />d' <br />N/A <br />N/A <br />N/A <br />t (TOP) <br />b' <br />4• <br />N/A <br />N/A <br />e' <br />e• <br />t' <br />6' <br />B' <br />6• <br />H/A <br />N/A <br />, (801TOM) <br />- <br />� <br />b' <br />N/A <br />N/A <br />N/A <br />r <br />N/A <br />N/A <br />e'- <br />N/A <br />N/A <br />N/A <br />2 (TOP)-- <br />d• <br />N/A <br />N/A <br />_ N/A <br />d' <br />N/A <br />5" <br />N/A <br />5' <br />N/A <br />N/A <br />N/A <br />2 (BOTTOM) <br />7S6y -72.0 <br />6' <br />N/A <br />N/A <br />N/A <br />B' <br />N/A <br />8' <br />N/A <br />e' <br />N/A <br />N/A <br />N/A <br />3 e 4 (TOP) <br />>Y-5' TO 6'-8• <br />6' <br />4' <br />N/A <br />N/A <br />6' <br />6' <br />e' <br />6• - <br />6' <br />6• <br />-N/A <br />N/A <br />N/A <br />- <br />3 (BOTTOM) <br />-7 <br />6' <br />N/A <br />N/A <br />N/A <br />6' <br />N/A <br />e` <br />N/A <br />H/A <br />N/A <br />(TOP) <br />`.N/A <br />..-�'._.N/F <br />_ <br />-__-'••_' <br />- <br />N/A <br />b•_.-rR <br />J <br />- <br />e• <br />6' <br />k/A- <br />N/A <br />4 O 7 (BOTTOM) <br />N/A <br />N/A1/A' <br />t1 t/2' <br />fi IJA' <br />6 1/A' <br />B S/•' <br />b I/A' <br />6 1/a' <br />N/A <br />N/A <br />S (TOP/p0710M) <br />80.0, -SJ.3 <br />N/A <br />N/A <br />12 1/2' <br />6 1/•' <br />12 ,/2' <br />B t/4' <br />6 1/4` <br />6 1/4' <br />6 t/4' <br />a t/4' <br />N/A <br />N/A <br />6 (tOP/BOTTOII) <br />•-r To 11'-2' <br />p5.0, -T2.0 <br />N/A <br />N/A <br />6 1/A' <br />N/A <br />b t/1' <br />N/A <br />6 1/A' <br />B t/4' <br />S I/4• <br />6 1/4" <br />N/A <br />N/A <br />B (TOP/BOTTOM) <br />TO 11'-2' <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />6 ,/4' <br />I 6 1/4• <br />B 1/4' <br />6 1/4' <br />p, D. ,0 (TOP) <br />•3.B, -48.0 <br />b• <br />4' <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />B• <br />6• <br />B 1/A` <br />6 1/4 <br />0 (BOTTOM) <br />OR LESS12'-4. <br />6' <br />4' <br />N/A - <br />N/A <br />N/A <br />N/A <br />_ N/A <br />6_ <br />B 1/4_ <br />6 1/4' <br />D (BOTTOM) <br />OR LESS <br />N/A <br />N/A � <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />0 1/4• <br />B 1/A' <br />B 1/•' <br />4 t/•' <br />10 (BOTTOM) <br />SEE 00% 10. it AND It FOR ANCHOR TYPE A SPACM FOR INSTALLATIONS INTO HOOD POW BWDIND. <br />WWMM ANO10R VACOM AND MINIMUM ®OE DISTANCE AK NOCAFTO ON lift SCMCCLU. Me EQ LE" <br />THAN MDC01U) ON SCHEDULE NEOUR N CMR SPOCNG In MULTPLTMO SPACING $HOrN ON SCKMnf N <br />TA rOL c"c FACTOR FOR Tres OPWAt10M To K $-=W. REDUCED OWM OBTAIMW VO4I FACTOR <br />SHALL NOT K USE "" IAAMM SPACING fOCATED FOR EACH ANCHOR TYPE At ANCHM 1.0041- <br />AlToa TIN <br />w eM <br />1/4'. <br />- <br />ortAP.eRP <br />//4•. <br />"FFiluF1-tE <br />1/0. <br />-- <br />PMftA <br />1/41. <br />-- <br />wx-M <br />,/4'. <br />--- <br />Saodn <br />mI Allow lAbO PA) <br />1 <br />I <br />l <br />1 <br />2 1/1 <br />1 <br />••A..,.�,I.o OP,rrM pa) <br />R4A.,AMI oN.Ar 4Mr Onl <br />3 <br />- , - <br />D <br />J <br />1 <br />1 <br />SIR <br />--- <br />:7 <br />3 ,n <br />1 ,n <br />-4 <br />�K Bi. BBs 0681B� <br />► A 0 <br />T O R <br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p s.f•) AND CORRESPONDING MAXIMUM ANCHOR <br />SPACING SCHEDULE FOR REGULAR STORM PANELS Q d(CAJINSTALLATIONS <br />INTO EXISTING CONCRETE a CONCRETE BLOCK STRUCTURES <br />(VAUD ONLY FOR PANELS0* ®INSTA"TION9 AS PER SECTIONS T THRU 10, ON SHEETS 4, S A 6) TO <br />OR LESS <br />O�. �•_ <br />,wjy JC <br />V <br />W <br />fy <br />c <br />C• <br />G <br />C <br />H <br />J <br />=3 E <br />d O <br />oG u <br />A y <br />7• <br />d <br />G1: <br />v <br />s <br />e <br />'c <br />N,MNNN <br />A. <br />VcEH <br />A FLORIDA BUILDING CODE NI h Valeol Nu come Zone <br />�3c N0. 4167 "°'° n' "c 20 GAGE OALVANG:ED STEEL STORM PANEL rP <br />`• > PROTECTION PRODUCTS U.C. <br />O,r, f(T ID*`--:-•7HO'ZeFJ / �E� mMmMT,, n°,IaTeneE' <br />ss� •• •. N .. WA. a, MrIN r0I40VA"',. N,DwE (M4MM-IU& FAH: h2yer-En2 20-178 <br />p 0, N::. TMo rn-,4a N.. PWp .N_IMi 01,c <br />YYNFIAL L KAL/Md4VUlWlWrt p-OOa711 <br />WAL1A1 A tour Jr„ ►C r . A IM A <br />INSTALLATION <br />. <br />INTO <br />DETAILS FOR REGULAR PANELS <br />EXISTING WOOD STRUCTURES <br />) AE CIA <br />I <br />II! l4-TO NVICIMIE PLUS <br />A - - s 1/4• oC W/ 17/e' <br />"IMjADED PENETRATION TO <br />--- - i : EXERNG 0000 MEAGER <br />- <br />I.Ii, 14_10 RA/ELAWE PLUS <br />I,� PflE1RATON TD <br />, CXLSTND W000 HEADER <br />.i1 <br />WD00 R - <br />"OUI11� , i 1 <br />I <br />IA-,° PIVELAIILTE PLUS <br />TIIREIDCD P[IETMI,DN ro <br />EASTNC WOOD HEADER <br />I <br />1 I: COPED <br />I [LINK 7110 • <br />WOOD NfApfll _ _ IBn G' R000 11EAOER <br />REDUMEO-� ROu1RIO <br />C ii v. ox1 • <br />l"i • <br />2 <br />� I <br />2 <br />N7r e <br />DAIRY <br />4 SSW • <br />Q 4b/DLRE ON <br />me, MH. rl/1ARIL <br />�. L1RT 6 <br />to CLAN <br />MoA, PANEL L[MG7M <br />/r. IMt• a6.1 (SE[ MOTE 1) <br />SET SLl�4S w I f[T SCHEDULE ON <br />MAT a Lliln a <br />FORml SEMMTgN rw 4a,. awrAnok <br />70 ,AMa. <br />L MCA. PANEL "No, - .. <br />i ,/A1-rm',• E.S (SEE NOT, t) I I/.'IraIM,'s,i <br />'A' Ab+ PANEL LENHTII <br />_ jL�• r (9R NOTE t) <br />Vad E <br />Of 1• <br />-IE�I T.� IAAx <br />! <br />SOE <br />0 E <br />� MAX <br />I <br />I <br />OF 1 <br />1M,t <br />i - <br />ES: aLO e l <br />in MINGNEM <br />elf :' <br />EO <br />rim tin . <br />2•N' WWO PLATE 2'rA' HOOD PLArz <br />MOUIKD - ..., 6 ;0//. ANELN4rz PLUS �. R[WaED - <br />I; T>MEADEO P[N[TMTION • <br />I MIN MDM 01 PLAIT <br />- <br />,��yp <br />I! C[WT <br />... 1lrP LAc uREWs e <br />d' oc. 31AOfiLRED W/ <br />2'r4' WODO-P;A <br />IEtkrRED <br />MM THREADED <br />PEWIERIATION MIN OF AT <br />PLATE <br />..1 <br />�,' <br />OWCTAT <br />- <br />- MOWOTN OF 1NATT <br />- <br />AL3QSW DIRIECT MOUNT <br />SCALE 3/0-1 <br />INSTALLATION DIRECT <br />1dOUNT <br />INSTALLATION <br />Scar 3/0-1 <br />SCALE 3/6.,' <br />8=: <br />1. INSTALLATIONS FOR ALTERNATIVES SW. 9W k IOW ONLY VALID FOR <br />BUILDINGS WITH ALSO. DESIGN WADS UP iQ +43,8, -48.0 D.P.I. AND <br />PANEL'S LENGTH UP TO 12'-4' <br />2. FOR NEW WOOD FRAME CONSTRUCTION: WDOO MEMBERS 10 BE SOUTHERN <br />NYrNt11111F1//•F <br />RNLI P•'TILL/rM <br />+ � •DENS <br />•'4 <br />PINE NO. 2, W/ SPECIFIC DENSITY OF 0.56 OR EQUAL.. <br />NfWF FDR 11YW11YTION OF rrCfIONS' <br />TOP a BOTTOM MOUNNTINGS CAN BE <br />COMBINED N ANY WAY TO sort ANY <br />INSTALLATION <br />3=F�R F' ''• <br />= No. 1 •i.k <br />: S 1E ...• „�: <br />�n <br />S9 !0 •. fL {((O'er,• .1Y. .. <br />f .t'��'- ' J�'/ZIPL <br />'Fi; cSSl `' <br />NFNNFI IMNE E YAi/sMMTAW/Mn <br />FLORIDA BUILDING CODE (High Woolly Nurricons <br />oraa n,a,o. eN. 20 CAGE GALVANIZED STEEL STORM PANEL <br />�`-� <br />GLOBAL PROTECTION PRODUCTS, LLC. <br />IfNC late, L ^5,STNW <br />� <br />r:..A 'ZiMi b`,w Nr (Np Fn-w M NqK: O64Ma1-73U, rAL f.MT4K-aln <br />FA -Wane M-oIL11Aq. <br />.AL1111 A A., P.E. I.I <br />Zone <br />oAup er. <br />my/am <br />A R <br />2D-176 <br />w. <br />MQI It O a <br />.p-.P <br />N <br />N <br />Cn <br />> <br />11-0 <br />V <br />N <br />2 <br />Q <br />O <br />-0 <br />O <br />C <br />.� <br />Ito-p <br />13- <br />a) <br />-v <br />U <br />C <br />'v <br />' <br />C <br />C <br />_O <br />CD <br />O <br />LL <br />Cn <br />Cu <br />i <br />0 <br />Cn <br />1_ <br />INSTALLATION DETAILS FOR OPTION 1 FOR LIFE SAFETY STORM PANEL SYSTEM <br />I/4•- La gom e r DID W/ INTO EXISTING WOOD STRUCTURES <br />MH ,1MrAOEa PoaTRITo11 <br />11'� To ila2elelo W000 •FACER <br />ia; - <br />Eo1 ♦ ) <br />-f-R+» ; ED, _ <br />ca <br />I , <br />T 0 <br />IgNa! g <br />L <br />LW4•«'" R NATIVE I ALTERNATIVE 2 <br />r <br />rO ,2�oc <br />Q 6 Q <br />ON <br />I Mon 1.FOR i- <br />. 1) <br />10 CLASS i ). Eo1 1 <br />ED <br />EQ I <br />on <br />I kil, Eot <br />EO <br />L CO! ilk <br />i � �:.I aWoo ruO <br />WOOD IkA% <br />Cu a- <br />n _ <br />staumm <br />efDL,WeD <br />B;C.N. ALTERNATIVE 3 ALTERNATIVE 4 U <br />eCaNRLD '.I 1//r• tA0 5CPI.9 . {' aC. W/ 1 L/2• ■ - <br />LN,. 0{tEsam .EI6TWITgN oA <br />1/4T.O.16/S' SITED BWL93 SUN" r/ <br />,/A•.-WA2• 4/2- <br />SIT M.D • r es a L Cu <br />RNATIVE WOOD FRAME CONDITIONS & ANCHOR LOCKTION <br />,/r.-20 PMOUNTE FE2Mt 0 OR <br />PANg1Mn PWS • a' Ol M 1 1/2• MM. VONC 3/6' - I' -am NOT IRWIN fm DAM M <br />III7"WAM PENETRATION■DiOe B ■ ■ <br />,WALL MOUNTING INSTALLATION p Pun TILL/ <br />ALTERNATIVE 11KLu <br />SCA3/6' - 1• �' CENSLE• '�� <br />L• <br />NO. 7 FLORIDA BUILDING CODE NI h Valovily Nurrlcome, Zone <br />tR .Tom ntem. Ore 20 GAGE GALVANIZED STEEL STORY PANEL FP <br />I, INST ALLATNONS AIL[ ONLYyALID FOR IlLNUMMI3 WIN 44.0, O[S" LOADS UP TO S - ST Dr." H: Z <br />.95.41 -P2.0 pal AM PALEL'S LENOTH 1W To W-r. y�p ••n fl R1D�J' --.-.. �• PROTECTION PRODUCTS. U.C. a/s/AW <br />2 FOR r1tW 1Y000 fRNE c01LSTeIICTINN reoD 1NY402s TD K X,u,1,OK+ .y FVS) LE �G� AAn•OMIAL RS,wSiCRI Z <br />POW W. 2, W/ SP[CMC KNeITY or UAe DR QOIYL yRNN A I ! M1,r M A,,. rA1Oa: (eMNWo-%AM. PAL (ED.)■-rnl 20-176 <br />,NIL 1114M r-w (MINWi-,.rN , LrAO.n-HIT Q <br />f AM.IRA. MAWq NA: <br />ul-4MM7n <br />PE 'aM/9MMTVK/MlC W4RR . Rua M. .r ^-' ow Is or 3o J <br />SHEET NO. <br />SH 1,1� <br />