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., • , .,L. _ ..n Yn r19• 1 I I' 1 i. ..f . II III I I I �� � � i � 1 I ' i � � II --- � I' <br />46�4 I <br />I <br />i <br />I <br />illaAard j <br />1 <br />I <br />I <br />I <br />WALL AND FLOOR MOUNTING INSTALLATION FOR IRA O <br />SPLIT PANELS naKw• • �• <br />1N6 <br />Y� -� . • n�"-t---rr-- <br />t. (1Y•. Ta/ • wuta0 It• fxtw is s ea11cN) _ - _ - <br />.ULLEI <br />(. AUNT ti <br />1 4TI 11Womm <br />6 IA. <br />u.W a LOFL <br />[ O wu ` ® r ,a. 141It IIro a ♦/�,6rlE7vow MIL <br />�• <br />1••ILr/9�E 1• - 1 4aM St O, 4EYf \ 1k 1ClMGI.1 wlo/« �: _ amlt <br />fun am <br />F • . <br />KTAIL I ' <br />M1NN1*1 <br />t sdl , �`�- i M4LY1 • P=10Y41.M 11A aKxb <br />Al11SOI IW '�, x <br />j 4 <br />1 <br />r 0'.c rIb � A �b � <br />wim MIT .1 <br />ri21V41.a'{ v\ <br />won <br />W . x s S r '' M. te/ i (role I�� :�' __7 = . NwaN sNN • fxE wulD)1 soda <br />��yAI+{N���ya �- SECrv,u Y-Y SPLIT STORM PANEL ELEVATNNI <br />9t7aE 1/.-.1- DETAIL <br />2 SCALE 1/4'.1' '�t p�C SCALE ,/6• 1 <br />I- WOMAN <br />afiA06`i <br />ft. WWAUON <br />IEOUP" Nn. <br />SPAN (R) • <br />TUBE NAUON •• <br />ti o=OPOWN <br />IN <br />4 4'-r <br />2• , Y . I/r <br />a•-e• m v-r <br />2'. a' . t/r <br />tse w. _N�♦t. w•a <br />lE ............ <br />IF -to" <br />2• . r . 1/M•.To <br />VCEN:••;�� <br />k0.44187 <br />> r-10' To 6-0 <br />r. e. tIa <br />y,p FOR sn PE3aIME PAYSIG - * : # FLORIDA BUILDING CODE VN17ct NtWT <br />• w'ITf� M,yaD <br />SECTION 1 I"A iL NONaD E.amo tuwa «c 20 GAGE LVAIRM0 STEEL STORM PANEL <br />Eau 3/N d •.... . <br />I�I�E C O INC.IMAIM PROTECTION PRODUCTS. LLC. <br />4M. MULLKMI CINI ALOE E 91MAW w/O STORY PANELS ON TOP 4Ew Sw. at S114i'/ <br />OR B6T701, SO TRAT R I! WEANED Ai TOP OR SOTTOM OF OPENING <br />`-/' OW[, FL aJ71A <br />(ONE PANEL OPENING W/ TUBE TOP t e0t1OMI wrr 0.1•.AtZ. p m- 1°'""'" ^'°'° f•M)O•-7R4K FAK M-)No- m <br />AALOWIW[/OME r� •""_ as �� <br />G mIft <br />PE E <br />WrATa A iNliT Jr.�E o->. <br />NmWL <br />IIWAIL►TION - ALTEIMAIM 1 W <br />SOLE: 1/a• . Y <br />. •-1 1. •;. Is:,. _ III 4. <br />1. INSTALIATIONB ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS <br />UP TO +55.5. -72.0 V.s.f. AND PANEL'S LENGM UP TO 6•-6". <br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN <br />PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EOUAL <br />TOP 4 BOTTOM MOUM'INGS CAN BE <br />COMBINED IN ANY WAY TO SUIT ANY <br />INSTALLATION. <br />CELL t FLOOR MOUMili16 WALL ! i1�OR IIOINlTMIG <br />i WALIATM - AL7ERNATIVEE Aw NISTAUATNN� - uTEBNATME SW <br />(SECTION AT TOP 15 I"= TO +55.5-e7.0 MAX. WAL- I/4' . 1• <br />A.S.D. DESIGN PRESSURE RATING) <br />SCAM 1/4• • 1' <br />1 <br />Y4Y ,M I"t <br />to wM Auaa <br />__ ��ffY6yy�s41 «.s <br />IWptA01.RP�aIIIIM EW <br />now M131NiTNiG <br />I»STAWTNMI - SECTION YW <br />SCALE 1/4' . 1• <br />BURRING CODE <br />COMCRIM ACKM CONCRETE ANDOM <br />MR CONCRER A NCH MR SSE SC EDIIE ON OHM m. <br />(SEE W WRU ON (ERE lC71S0111[ ON�\\ <br />/4) <br />SItET u)�_-. <br />Eat w000 SLAW: SE SECIMN a1 Mir 1a <br />1, 2! & 1/15 <br />FO,AEp mualE7E \ <br />1�Ybix6+:' <br />1/4 7/4 2�/4, 3/4 a 1/4 1, 2 3 1W/t5 <br />Ems•, <br />, .SOD• <br />J <br />.o <br />_ <br />= <br />TTIT <br />` <br />TTTTTI <br />i-TTTi <br />TTTTT <br />r( <br />a' <br />; <br />r f ° t{� <br />.I <br />G <br />RIND PAID <br />DDLEWWaM <br />(waM6N .»O,1 <br />(M,D.aR <br />1wQ.) <br />IOC AVOW <br />FOR wwa"°" <br />mcum <br />7YYC i.... <br />l/S 6Y <br />SNLC�,Ai,SE•E�]w 9 <br />Nyr <br />SND . R +%!' o.L. <br />STUD • 12 <br />i/S• OC <br />1 <br />1 <br />1 <br />I , <br />a <br />, awaN �}MaNE •{ <br />py2 <br />S/8•Mn. (dEgp'Is <br />F2/,4) <br />iJ.t•WNt+Ns <br />oc.M2 <br />.-- <br />(SEE 1/1/+y' <br />I6R� <br />OET 4 <br />I <br />I <br />(� <br />IK <br />�1 <br />°II <br />A EMo <br />G�'2� <br />° <br />1 <br />i <br />( <br />(•E ETNF"US f6)jH <br />POAM� COMOMM <br />ga <br />iL <br />CalalEl[ <br />f <br />i <br />r <br />I <br />r <br />Me <br />i <br />Ir 2/b 2WA 3/4 Lx 1/4 1. 2, t I W/1S <br />: <br />. $ 3 1W/15 <br />i <br />( <br />1 <br />LWAMON <br />_i ON � SAFETY PANEL i- <br />' 1 <br />' <br />I CMdL <br />I <br />AREA W /Iq W 11DTE 1 <br />PANELS "� <br />- _ --- <br />.____ 1. <br />REONM _-. __-..._...,.. <br />w ,N� <br />SE" <br />(SEE rglE , <br />__ <br />COCWM AKCIIOIE <br />/�,:..;,!! <br />, ,f , <br />BELOW) <br />' LAST PANEL 0-7o E *wALLED AB <br />LSE SAFETY MM PANEL OPP" SiWI <br />(aE SCHM" oM <br />4t[E7 ,4) <br />.. <br />PgMm mIICIEtE� <br />i we� <br />KwAYS BE FNOYIOm w/ AEAA NANUE <br />oNA MEDIMED f <br />+' <br />NN mLaOPL) <br />m E 167AUED 00 REMOVED FROM INSIDE <br />mI,CJEIE AatlIOlEto <br />�% <br />(alb wtma ON <br />O' STWArME <br />BMW'.) --�t'� <br />JN NATION <br />WALL MOUNTING INSTAL WALL ANO FLOOR MINUNTING INSTAUJTION <br />SCALE 3/32•.I' <br />- SECTION 1 SGuL: 3/e . , - SECTION T SCALE: s/6 - 1 ow <br />1 • 1 <br />g ®O•-Ile <br />aP <br />NOTES ON rc nor T emau PALL SrerrM IWSTALJKIH : <br />-. <br />t. LIFE SAFETY STORM LOCATED AS AN ENO PANEL (FVW OR LAST Pµ�) <br />1 <br />OR AS DRERNOR PANEL. (AN PHA. UDCArQN BETWEEN END PAYELS <br />W MS7uo11 PARtt B aL,7CMHII Wq,CN <br />EE NOR L) <br />LIFE SAFETY PANELS MNY OR MAY NOT BE WITIALLED ADA CENT TO REgIM PANELS <br />,iT CC 1r�Hg,S <br />8FE M01E 17 <br />(N'/ OR W/o REG" TRACKS.) <br />2. LIFE sAFETr PANIC. COM56T5 a 0.039' GALVAMZED SrM STORM PALL. AS <br />p <br />SECTION B-0 <br />PER COMPONENT %W Y O' ORAAIG. <br />SCALE 3/32.1' <br />THIS PANFi ITSELF TO BE REMOVED OR INSTAUJ D FROM THE INS19E OF <br />STRUCTURE. <br />J. LIFE SAFETY jP{t REOURE5 TOP T,EAGc TO BC COLIHICPONENE Q) a BOTTOM TRACK ro <br />CEO® IFNSTA11E0 MALL FLOORIgUNTEO FOl1.0YANc SECTIONS T a <br />p T II t . <br />•••• wt <br />'' <br />A <br />Y ON THIS SHEET. AS HELL A5 DETANIS , a 2 OI SHEET 14, <br />, £ <br />$ <br />yGUiNSF <br />FLORIDA BUILDING CODE Nth Velo01 NUMt:one Zona <br />4. t6,L LEIIOTN iDR CwEPaEIEM 1�iB Is•. <br />�• <br />•L�' <br />Me.. A00M SPACING FOR COMPOPNM ®ANCHORAGE AT BOTTOM 15. GLEN ON <br />� L <br />* <br />•••L• N'C' 20 CAGE GALVANIZED <br />STEEL STORM PANEL <br />a Y. SLEET 14. <br />_*:. <br />�� <br />0� "„ <br />COMPSCHEONENLEST <br />cawoHE)Ir wr E PERMANENT OR REMOVABLE <br />5 SEE DETAILS FOR WALLA7ON INTO WOOD FRAME BUILDINGS ON SHEET IS. <br />ir aF,•.,, <br />t' •' <br />OR <br />GLOAL PROTECTKN <br />I�E <br />sM� <br />PRODL.v T.>ti LLC. <br />6 SEE SHEET . roR oElAE AINIL1CA8lE m n+E N13'N5511Y FOR 714E INSTALlAT10N a <br />I S <br />.1 <br />W OLL <br />ENMNK� COW"" <br />TESTING N. ME n <br />NEG S.W. W ,SEFSF <br />A!' <br />20-176 <br />SPACERS AT TRACKS I,6TAU2D ADJACENT AND BEYOND TO STt1000/wODD BA/OS. <br />-"•AMA <br />"1 <br />+K sw u. MYEAR <br />NINPPL a,. wvc OHM, <br />M-I plRWn-Is. a OI"4N-M71 <br />7iu pSIN»-m7 <br />d-OrW7/N <br />uW r 4,rr <br />aMWM M <br />PG <br />WK/q <br />SIWQ u a M <br />MAXIMUM <br />A.S.D. DESIGN PRESSURE RATIO .2.f.1 AND CORRESPONDING <br />MAXIMUM PANEL LENGTH "LIM SCHEDULE <br />(1••)O ONLY FOR a MSTNlATI011t AS PER SWrOIR / IHIRO 10, ON SHEETS 4. 9 a 6)INOW <br />MAXIMUM <br />A.S.D. <br />• WID W/ 1/4Y-2hI• si Y.A t WNW AT MOW . INYENGM OF Re1D_ <br />DESIGN PRESSURE RATING (Q.s.f.) AND CORRESPONDING <br />MAXIMUM <br />ANCHOR <br />SPACING <br />SCHEDULE FOR REGULAR STORY PANELS Cii A Q INSTALLATIONS <br />INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES <br />COLD ONLY FOR PAELS(Da'D INSTALLAIINIS AS PER SECTIONS I TNMI 7. ON SHEETS 4 a 5)To <br />1 <br />3•r'• <br />�)CEN$�'••`. <br />FLORIDA BUILDING CODE Ifh Ve NuMeona <br />Zone <br />E <br />No. 4187 <br />•°0701L1g° " 20 GAGE GALVANIZED STEEL STORM PANELS <br />rJ. <br />i ST oF' _ _ <br />' <br />IL <br />GLOBAL PROTECTION PRODUCTS. U C. <br />SCOT»�. <br />wMI 6n <br />e'h°�701i <br />•e.; ` 10� , <br />FSS....1 <br />�•/2V[i <br />ISO L 1 at great <br />_ <br />W$4 <br />2G-176 <br />%G . <br />MS "u <br />w... PN�PI-,a <br />rL.�16 NMo►Am. PHONE, ON)M-7sa ONI(NM1EN a7E7 <br />. M , EWM 4••-.", <br />h <br />r ♦ .. .�.. <br />GRMA'PA r <br />1QT • E E <br />'�ii+9�.�P � <br />(JEtlola�j N <br />1W°1Mio <br />ow�dt <br />�p <br />.aaa -no <br />r-r a Las <br />s ,/a <br />ul�oLtED <br />, nwL e . 7 <br />.m.a. -72A <br />ar-a• ro r-e' M... <br />2 a/4• <br />LAISGum <br />, T,NMI s a 7 <br />•660. -77-0 <br />ar-r ro tt'-2' M". <br />! 1/2' <br />• •�� <br />• <br />w7J, -N.a <br />12'J' OR 1s$ <br />7 ,/Y• <br />' per• q Mpp1eM <br />• •ate <br />UtlatlllYll AS.O. <br />OESION <br />RA74,(•, N) <br />HAENN LI17MM6 YAE118 roR La . a 1/Y •` <br />i t <br />ANrO COMBINATION <br />11NOIILNI IAQ <br />LFNOR, t• (n.) <br />TAPCON <br />CI WI -ow <br />alk-IN <br />/AIKI.Iw[ PWIN[ IO <br />NMBY.,E PLLA <br />m mtKUR <br />sltDwocoEtTE <br />m LxNCENE <br />o� <br />ro ODNOEtE <br />e� <br />m ODNaK,E <br />I'pa1GM�iF <br />m I'OPICR7[ <br />� <br />r <br />wA <br />NM <br />wA <br />6' <br />w4 <br />•• <br />MA <br />•• <br />'�" <br />,(HOP) <br />e• <br />r <br />N/A <br />WA <br />r <br />r <br />a• <br />r <br />r <br />r <br />r (eana) <br />r <br />wA <br />N/A <br />WA <br />r <br />wA <br />•' <br />N/A <br />•• <br />N/+I <br />7 (mP) <br />r <br />N/A <br />MIA <br />wA <br />a' <br />NJA <br />S' <br />N/A <br />r <br />NIA <br />2 (Omlosp <br />vs6.s, -72D <br />r <br />wA <br />N/A <br />wA <br />r <br />N/A <br />•' <br />wA <br />r <br />MIA <br />3 a . troP) <br />r-a• a LLss <br />a1 IEs3 <br />r <br />6• <br />wA <br />WA <br />a• <br />r <br />r <br />r <br />a• <br />r <br />s (saNOM) <br />r <br />N/A <br />WA <br />N/A <br />r <br />II/A <br />a• <br />MIA <br />r <br />N/A <br />T (� <br />r <br />s• <br />wA <br />N/A <br />r <br />r <br />r <br />r <br />r <br />r <br />. a r (ao7Ta1) <br />N/A <br />N/A <br />/2 //2' <br />a t/a• <br />,2 1/Y <br />a t/a• <br />8 I/« <br />• 1/4' <br />♦ +h' <br />6 1/i" <br />6 � <br />S¢ BITES r0 • 11 FOR AtCN01M ERAS • iN6w PoII NN4aaW1A➢OIN W/ro 1N00a n111E aLawn <br />,:tWWNMI Aaatot lrWOles Am taraA EDGE ONTAIOE AM NIOCA7m ON INS MpK91AE rOR [a L[» <br />71VN Na71d11b al 9OmIAf EDUCE AMC"" !/ILIA e'A ,aaaPLrlq t>Y411O 71t0EM ON 6t7AJI4E F <br />/1E FOLLOWNR FACtORa MR 11» O/BM7CN m E POENLE. NmNITn S/AONa NOIAAED ,rsM rAC10R <br />a.Mt tJM ■ MA 7ww MAWRN sPAaIIo 1NaIOMEO FOR EAMt ANCIIOR 7TR n IFIDAIOIa LDOFAO. <br />A� 111M <br />i/r• - <br />-,ANat <br />-_,/11 <br />1/49 <br />1/11 <br />tµi <br />//41 <br />r r1ROL ,sww NN <br />a <br />s <br />s <br />s <br />a +h <br />s <br />••�� oN"r PLT <br />s <br />a <br />s <br />s <br />s <br />s ,h <br />RAIRN a..r w eU <br />2 <br />s <br />s ,h <br />x y <br />a y <br />AaNE to EIN••0 <br />FAeIaM <br />, Va• <br />m <br />WA <br />- <br />a , r <br />,m <br />,m <br />,m <br />ID.. 3/O• LOW OWNS <br />EO <br />rot - <br />1/r I.D. • 3M LONG avu 8LA Ne <br />W/ I/4•I-. SA. Ns • 6 1/4` CC <br />FORA Pea town IV m S•-r Na a <br />1/4• D.0 IN LCIeMa UP m r-/' M_ <br />OR iu-10 ft wor r6MME C on <br />►AFLF m PLAN 9, 1/a a t Wmt t <br />7MEAM PD�iROON a <br />NDMD7N Or 0091M WOOD RAW rM <br />1 I:--i ALL LOKM19 UP m r-11 Ymc <br />SaU J/e•t- <br />16iIIi: <br />1. INSTALIATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D DESIGN LOADS <br />UP TO +55.5. -72.0 PSF AND PANEL'S LENGTH UP TO r-6' <br />2. FOR NEW WOOD FRAME CONSIRUC79K WOOD MENHIRS TO BE SOUTHERN <br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL <br />TOP a BOTTOM MOUNTINGS CAN BE <br />COMBINED IN ANY WAY TO SUIT ANY <br />04STALLATIOM. <br />END <br />INSTALLATION DETAILS FOR REGULAR PANELSCib <br />INTO EXISTING WOOD STRUCTURES <br />I <br />0L <br />10+M IW+. HOOD NDOR <br />&CIA <br />1{ <br />. <br />X, <br />"r <br />EC <br />li <br />w <br />_ <br />E0� <br />i� <br />3 N•L <br />EEL. <br />COt <br />1_ <br />Wm0 ,UaElt <br />_. Ea11nm <br />I <br />t <br />■Ym MAW <br />,taep 1fAOP1 <br />,. <br />i <br />i <br />- <br />1 <br />Im11IIm <br />EaNm <br />ALTERNATM 1 W <br />SCALE 3/6-1• <br />SCALE 3/a.1- <br />1 <br />EEFORR M SIDI IM,tam I�1 ° - <br />ro QLAW <br />�• 4 <br />' <br />1 <br />1 <br />ice♦ <br />�1,iE• 04 f <br />� <br />I <br />EOf- <br />i <br />- <br />EO <br />I <br />rat <br />1 <br />D <br />T <br />rol- <br />a <br />ro <br />.Tar- <br />iA <br />i I <br />14m F4a <br />amuRA <br />esL <br />j- <br />WOm AUE <br />MW Itm <br />p <br />1!'. <br />o.tL <br />/.•.1Aa %viv •roc <br />-. ,p NY 1MWA® <br />�LTIi RNATWE 4W <br />2' PLATE <br />i . <br />• MIIWWM, d nAE. <br />SCALE 3/8.1' <br />SCALE 3/8.1' <br />RL"" <br />1► 41)J. <br />AM <br />.AIMTA.1 <br />ATIA4A.MOVE <br />SHUTTER TRACKS NOT <br />SHOWN MR CLARITY <br />STUDS • <br />(/2 1/2. 0. C. <br />10 NIXD <br />SnD6 41 OVA <br />TOro2N0 D2•P� <br />DIM' <br />r <br />•�_. • .II. L7_ •. 4 , I <br />1 . 1 • . .1 • . • L : R • . ail '• <br />r. MA.SA <br />PROWLS <br />I <br />tNOON <br />or W-ONP <br />0KN-M <br />NN01MH IONS C <br />/HOMES RUS <br />CnONS / MPUCAAL i <br />� M <br />OF <br />Mvww PANEL <br />LENGTH 1- (R.) <br />ro <br />coN� CTE <br />aDCK <br />To <br />moem <br />mNto <br />BWCI <br />To <br />COMMIT <br />00N �['1E <br />OLEO <br />m <br />coILOaR <br />SLOCK <br />m <br />WORM <br />1p <br />WIDOW <br />@I= <br />8' <br />N/A <br />N/A <br />N/A <br />6• <br />WA <br />r <br />N/A <br />6• <br />N/A <br />, a 2 ) <br />55.0. -72.0 <br />r• <br />7• <br />9- <br />9- <br />9- <br />9- <br />9- <br />9- <br />r <br />9- <br />, (Bottom) <br />5'-0. OR LESS <br />456.0 -72.0 <br />6' <br />N/A <br />N/A <br />N/A <br />6• <br />N/A <br />6' <br />N/A <br />6- <br />N/A <br />7 a 2 NP) <br />9' <br />S• <br />r <br />8' <br />9• <br />7 1/2' <br />O' <br />9' <br />9• <br />9• <br />1 (MOTTOI) <br />6' <br />N/A <br />N/A <br />W/A <br />6' <br />N/A <br />I• <br />N/A <br />6' <br />N/A <br />1 a 2 {TOP) <br />9- <br />a' <br />r• <br />r <br />9• <br />r <br />r <br />6' <br />r <br />r <br />1 (BOTTOM) <br />Wt "Ass. <br />poema <br />� Cow 6 y ft Yd TOP "NCq <br />am I ISM 6 r I•. EW TW 0I Awe <br />SECROMS o <br />NMOINIM P,WEL <br />MID" "4 <br />To 10 <br />+492 -5t.S <br />3. 3• <br />4 1/2* 4 1/2' <br />2 (BOTTOM) <br />7'-6. OR LESS <br />+52.8 -66.0 <br />3• 3' <br />4• 4• <br />2 (BOTTOM) <br />r-C OR LESS <br />+65.0 -72A <br />2 1/2- 2 1/2' <br />1' 3 1/2• <br />2 (BOTTOM) <br />71-4' OR LESS <br />tsSA -7LD <br />2 t/2' 2 1/2• <br />H/A MIA <br />2 (BOTTOM) <br />r-6' 10 8'-0' <br />SS.. -72.o <br />N/A N/A <br />!' 1' <br />2 (BOTTOM) <br />7'-1 m - <br />Nurricons <br />O ALTEAIMIE <br />1/4•3•T SC,tdA.E r� `-N11F71ION VAxKi `-ETU YANLl <br />�'' sPACTNo 3* L#2 rat yl.�LL..--- <br />ra• uM, <br />DEWL 2�L�R MOU1 G LNST1 ION(AP�G��TO SCHEDULE <br />sal& 31/r . f' <br />MMIMUM A.S.D. DESIGN PRESS►ARE RATING (ps.i.) AND CORRESPONDING <br />MAXIMUM PANEL LENGTH "L" SCHEDULE <br />L�'AEaf aNir m sF�-+� 1 : s NLdaTED roA Lsc srcrr smaN wMal <br />SYSTEM ON SNEE7 13/ <br />.wMA Asa OQ11 <br />t•+IJM"" <br />IRA.. N16(1lIa1NH <br />1>Q aL'CaNy <br />1MIIA bAMiON <br />ro RNA® <br />A.IKt <br />aENllltat <br />-00 -720 <br />W{ <br />a 3/4' <br />,4.Ot18a <br />SE sw 16 MR No" TIVE a own NOR a1SMuaim IWO WOOD IMM[ "am <br />U MW ANCHOR SPACIM AND WMW EDGE OWAIX AM INOIOMN ON It* sa wouLL FOR <br />ED LESS 11MN NC== ON SCN[01Rt MFDNCE ANCIW SPACING MY MIAMLYP" SPACING <br />SH MM ON S0400" N be /OMDWMC FACTOR. HM TWO OPERATION m E POEMIL <br />e DVGM7 9PAOIC OWTMIEa UlLO FACTOR 81LYA NOT E LEE THAN 4MIAIKIY 9/MCMq <br />NOICAtEO TOR EACH OCHN TYPE A ALCH MS Lama. <br />$M M TNR <br />1/4S <br />- - <br />_1/41 <br />t/P• <br />(/Is10L <br />O .1 <br />wiMP <br />Rule <br />OMM-N <br />1r r.CWN wow w <br />a <br />3 <br />3 <br />3 <br />2 1/2 <br />•"RAM wyp aJ <br />a <br />a <br />a <br />7 <br />a <br />La Mi.1 OP& 9A3 <br />3 <br />3 <br />J./7 <br />3 I/E <br />4 <br />AMM m BE ENMEM9I <br />now <br />__ - . _ <br />41m_ <br />---- r_ <br />MAXWUM <br />A.S.D. DESIGN PRESSURE RATING (R,�,) AND CORRESPONDING MAXIMUM <br />SPACING SCHEDULE FOR REGULAR STORM PANELS TI & Q INSTALLATIONS <br />INTO EXISTING �CO�NCRETE A CONCRETE BLOCK STRUCTURES <br />(VXM ONLY FOR PONELSI.J" Qb67AUAT*MS AS PER SECTIONS 1 THOU 10. ON SHEETS 4. S A 5) <br />ANCHOR <br />APPLOOMILE To <br />54 SNIEIS 10. it AND 12 ia1 ANfaARS TYPE A SPACING <br />INN <br />�tE .A;.l�l <br />�: I.vG�ScE <br />FLORIDA <br />BUILDING cooE In h v.I Nurrteem <br />Non. <br />NO. 4187 <br />°0"0 L16Q "L 20 GAGE GALVANIZED STEEL STORM PANEL <br />PRO N PRODUCTS, LLC. <br />6 w,F', N <br />a/E4/we <br />T <br />� <br />IL <br />E C O <br />1NeOMAL <br />41wc <br />eM11':'n. <br />y-y,Fs,'•..• <br />'Ms/Q •••'� <br />.L <br />Nor. <br />Ky <br />w,r-w"Axlplq nl- <br />au14 <br />h%MNi-7KW FAc U041MP•K/K7 <br />TO-176 <br />h/INyy <br />d-omvlt <br />wR rr r <br />ON.N. ft <br />L <br />�R <br />"Lin A ,Na1f A• ►L <br />••"+•i <br />"� N 7 >• <br />AIANRME <br />YAKBBN ANOIOIB >/IGNO rOM ED.. 3 1/2' <br />ASO DE9a1 <br />1NC011 <br />O ,AP -all► <br />CAW-M <br />FYYI(;IMR FOIALE ID <br />PA,BW6E PLUS <br />!OLIO SIT <br />EemNs i a <br />MAeNM FWKt. <br />PEssINE <br />RAWNc <br />(µWI.) <br />ro W1IF+E1E <br />m <br />CONCRETE <br />OIIOCK <br />ro C,7MW[1E <br />ro <br />COIICIMTE <br />■RCN <br />ro mtICIE7E <br />m <br />ceNCLE7[ <br />anal <br />ro c01IGE1[ <br />ro <br />CdtM[lE <br />iOal <br />ro CONCRETE <br />ro <br />mgaR7E <br />ro COAIOE7E <br />m <br />COMaEI[ <br />Mn LIOtNEWYGIONI <br />a WEst <br />LLWOM 1• (M.) <br />FOR EISTALAIDNS VINO w000 FINIA( BlaaaNO <br />AMMMKf ANCHOR OAdN06 AND IpaM1Y EWE DMUIWS .VE alorA7En ON 1,E 9CINDULE. FOR E.O. Lai <br />TtIN N"IdaD ON sclEDua E'Ds+CE DICTION s►Awa w MIATPLYIND SPACING mIOWIN ON StaNO1I1E K <br />11E IpILQMMQ FACTORS. Pal THIS D/EMA:1tON ro E /OBSlLE. MLOUCCW SPIICMC 06UMED tAssC ICIER <br />SMALL Rot E LESS 11Wt 181MAIAI SMCNO aCCM[D faM EACH MOM AlICN011 HYPE AT ArIOtIOM LEOCPO. <br />IIIBO 1,R <br />_,/4'L <br />tAfKal- . <br />1/4y,., <br />o lw-wP <br />tp1 <br />t/41 <br />rp1 <br />,/a1 <br />IO <br />- <br />_ <br />OMA4 <br />FOLIO-aC <br />ta. Alat"a a,wrG ON <br />) <br />7 <br />) <br />a <br />2 LIE <br />a <br />W>ra n,sr w p.l <br />a <br />s <br />a Ih <br />a try <br />. <br />a ,h <br />AN1LL m B6» N�61BD <br />► Ai <br />T 0 M <br />- <br />a i <br />- <br />tm <br />-A, - 14-10 PAN[LWTE PLUS 'y. II14-10 PAIEL"IE PLUG <br />,`� e 1/4. Y e r 4• o.a w/ 1 7/r <br />E7 w00 HEADER m 11 03SYMI0 WOOD HEADER <br />ro gEOlA11Cb' <br />2 <br />J <br />�AOW WW• <br />s ,/« oc <br />EE <br />smem" ON <br />smw a <br />Fat to <br />To <br />-- . -_ <br />t/4'N-Gall• 4j <br />LIE. PANEL LENGTH <br />(SEE ARM 1) <br />- <br />MU DID . <br />wx <br />of 1• <br />i <br />I <br />M�tI <br />I <br />G. <br />J. <br />-1 <br />E/w <br />-VA Tom" * <br />SEE 00140AAE OR <br />Eat <br />t <br />_ <br />I` <br />W v 201ct' K;. <br />W/ 7 <br />(SEE NOTE 1) <br />aY/S <br />N � <br />1 . .r.- <br />i <br />We <br />i <br />of % <br />uN <br />- <br />"i - <br />TM1IO Mut�raM,mt,. <br />_y i` I <br />,.' <br />• u try• oc i <br />! <br />...___.._ I _J <br />21i' w00o ELATE <br />REOUMED <br />t <br />II <br />II-,0 PIWELNAIF P7AA <br />2•N' HOOD P1/�7E <br />IEpUMED <br />I 1' <br />j I <br />. <br />it. <br />ParrEnaL • <br />%W WIDTH O ,E <br />! , <br />t/4'0 us sasrrs • <br />'� <br />lC O.C. STA Wn W/ <br />AT MOO WM O PLATE <br />SCALE 3/2.1• <br />Irw <br />SCALE 3/e.l' <br />1m1 <br />1. IWSTAUATONS FOR ALTERATIVES 6W. 9W a IOW ONLY VALID FOR <br />BUILDINGS WITH A.S.O DESIGN LOADS UP TO +43.8. -48.0 P,.J. AND <br />PANEL'S LENGTH UP TO 12'-e <br />2. FOR NEW WOOD FRAAQ CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN <br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL <br />NONE FOR C011BBi1L7Ol1 OF •WA•TMMI4:: <br />TOP a BOTTOM MOUNTINGS CAN BE <br />COMBINED IN ANY WAY TO SUIT ANY <br />INSTALLATION. <br />_ t4-tO PAELSMTE PLUS <br />/ Ile O.C. W/ 1 7/8• <br />1HMEAED PFFETRA7ION ro <br />COSTMIO WOOD MEAOEN <br />I.R • <br />1 <br />I <br />6CW>�• <br />N• <br />he III <br />in SCHMM ON <br />9aEt a <br />raM MP. tplWlaRION <br />' <br />ro aAs <br />/�1.7Nn• AK <br />(SEE NOR 1) <br />I <br />so <br />1 <br />� ., <br />� <br />KA� � <br />,/4y uW SCIEWS <br />r oc w 1 1/7• <br />2W WOW f YIN. TMEA9ED <br />ECLMID 1! PENETRATION AT <br />YCga17H of PLATE <br />I I� <br />ii�l oil <br />law <br />SCALE 3/8-1- <br />INSTALLATION DETAILS <br />114v LAi aCRK6 • r aG W/ <br />FOR OPTION A 1 FOR <br />INTO EXISTING WOOD <br />LIFE <br />STRUCTURES <br />SAFETY STORM PANEL <br />SYSTEM <br />_ <br />_. 1 , Mb WMrAODG PO[NWwL <br />ro iss,w Woad ,rAw <br />1 <br />) <br />�. <br />Li <br />j1 <br />EOf <br />\ <br />EO <br />i'I <br />I <br />w <br />E"OODiNr <br />I D_ <br />I ' <br />I <br />_ <br />(_ <br />- <br />- <br />It 2'a`I <br />aMO00muAo"0fA <br />A�RNATIj�E 1 <br />ALTERNATIVE <br />2 <br />MIK,IIi tF% <br />•'tl1''12 TOT <br />scleow <br />1 La <br />I CS <br />- FOIt"W1. <br />1aA. <br />I � <br />1 <br />to CLAW <br />Eo <br />ED <br />1!. <br />E0 <br />I_ <br />EOL--- <br />OR <br />ED <br />I <br />L <br />I1 <br />A <br />I <br />;' <br />I WOOD PLME <br />MEaJMED <br />• <br />, <br />1 8 C.,A <br />ALTERNATIVE <br />3 <br />ALTERNATIVE <br />rKa eco i <br />1/4-P LAO SaE1I9 • 4• to W/ t 1/2• <br />-4 <br />;,. <br />t <br />ta, tHIELem FEtEwWmaM a <br />1/41a.6/a• Low BMW so" W/ <br />t/4Y-20t2' 6E MS a r O.C. dt <br />ALTERNATIVE <br />WOOD FRAME, CONDITIONS <br />& <br />ANCHOR LOCATIONS <br />,I4v ao FABLING ,nM,E n rM <br />PWMLWR Met • r Oc M 1 z Hat. <br />TLM6IOED i grawroM ro Nam <br />SCYL 3M . I• <br />PLATE <br />AOR - fAAMU mm Act swam FaR CLAWT <br />t""� <br />WALL MOUNTING INSTALLATION <br />ALTERNATIVE <br />I <br />•J <br />SONt 3/r + 1'; <br />3 No <br />FLORIDA WILDING CODE N(h V•ba Hurricane Zone <br />�10 nTEOD. PIG <br />20 GAGE GALVARZED STEEL STORM PANEL <br />p ", <br />� <br />I, W IGMAjOtlNS AE par w4N FAR BLUMES AW AS.o. DESIGN LONG UP TO <br />+SSA -72.0 r ND PAIQS LOW" U/ ro r-a". <br />%'Oq�•.., F[ R10 <br />TL E <br />PROTECTION -'--• LW <br />07 1070 <br />pUE <br />Z Pat NEW WOOD /DINE mN$auCmlE WOW 1wsERs ro E SDUDIDm <br />PINE N•. 2, •I/ aPvcPIO Eto1r'r ar o.se oR SOLIDI <br />s, .. -. <br />hh '' Si A1.Tt, i Ac•i K•� <br />C O ENO. m &W, 61 Sam <br />a 0M L PL aDH <br />-1 <br />AIAI SM A <br />a. •EWL A <br />DRAIN pM)881-75PE FAX. Raa)ESW-atiF <br />20-176 <br />it <br />PL SEA/WpYItUE/DS1E <br />ri•. n.-Ia ti . (MO r-,r <br />Os-OD0171�- PL <br />r. eA� N+.Wr <br />WP M1 to <br />ORM"R Ms: <br />swr 1A E L <br />CnCU(1)� <br />N <br />> <br />O <br />"� <br />f• <br />U <br />� <br />^, <br />W <br />L <br />O <br />O <br />.� <br />Cd <br />U <br />N <br />N <br />) <br />0 <br />O <br />C <br />CL <br />>` <br />0 <br />� <br />ICU <br />O <br />co <br />LL <br />O <br />CU <br />.� <br />-0 <br />CD <br />�� <br />_O <br />^�^ <br />♦ V <br />- <br />l..l. <br />Q <br />ti <br />» <br />sV <br />cc <br />- <br />N <br />W <br />e o <br />0 <br />U C�v <br />L Q <br />N <br />N t <br />V/ <br />Q <br />O .fir <br />N Y <br />3 <br />a7 <br />CA <br />M c <br />CA <br />� <br />.¢ <br />• 3 ,m <br />J <br />a) A <br />t.d tL <br />t- <br />li Q <br />? <br />A.b <br />0 <br />u <br />O <br />Cn <br />W <br />_� <br />cu <br />U <br />CIO <br />O <br />CU <br />LU <br />Q <br />z <br />z <br />Q <br />J <br />!Z <br />SHEET NO. <br />S H 1.1 <br />