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e <br />a <br />TW 4 ' 3 WALL AND FLQQR MOUNTING INSTALLA110N EQR <br />: P SPLIT PANELS <br />�< I 114$ TNxA aa*s <br />ro1AMD � �- <br />OOtICN1E ) tti4"1 <br />MY" Mm C i 1• {6c 10 a BBrtOw) <br />Y 4A RA <br />tsltl = w tPLrtTs <br />1 ECGE I W WAIN - 2wN�APCQ �4 C I" <br />8 iR, PDa1Ra,brt fN" 7} 6I164 TAPGA41a. 1 P A.LT 1 - avcFE,C Nx 1Wwr Sr. BL1D0! w/ 2 1Ir <br />i•v __h0N�E0.. ,..X� � � ra n�u, <br />o c- -I <br />a <br />T <br />t <br />I <br />L <br />1 <br />Irr2°Ii bwP'a R <br />1 <br />i <br />i <br />Tr <br />^,sECTiON T <br />srA,F 3Ia-1° <br />NOTE OR TOP <br />OCWANS4 TNrA iA11E9T�WId TOP ORSTORM PAk" ON TOP <br />WITOM OF OPENING. <br />(ONE PANED. OPENMIO WI 1T.tBE TtlP a BOTTOM) <br />,vw/ I W/4' r55. R.aE. R r O.0 T <br />+'T - <br />t� 4 Rat Y))..t <br />SCAL' <br />a& III <br />(M IP ) <br />ilfllLLION . SCHEDULE <br />i 5£C1"Ipi r T r 1 <br />7) DETAIL I <br />SPA% nPC*N <br />T,Yr HUAOEX w/ t X <br />1� Jj'�Y mro - <br />_'j nu[a etoa <br />] \6 <br />�'3 ,! h THIIu Dare <br />NXAld1 -�� <br />r.ativM1'YW-a' <br />AbA", ANOE <br />f!M]-Tb Al1AYl f/!� <br />A BOTF0IO � <br />..4 *i _•.* yit <br />wDLTAttt•/{q��N.-p�•.i / { ,NWARr^,5.: k'RY 9KCNd Y <br />WIPa wbcFMiFRt5eY11E: RORa { �.'.1[{���, }--� <br />M +AD,4 P7F.. -)i,9 y.f. {. _.L_,,..6 b 1 t»Lt-•J.-s ,� '..,.bflAl Y <br />III <br />,n• <br />f I <br />f <br />� S t <br />2 <br />��• _t 2 I IN nALiON SPAN • iSEE iLN1NUN SaRLW£S---_,,,-..._ ' <br />y- I 1 <br />•; SPINY STO�f PANEL ELEVATION <br />E x��c OPT <br />DETAIL <br />�� SCAB 7/8' t• <br />aL.F,LLbJiri <br />v- MULLION <br />SPAN (Ft) <br />RCOUS:EO MI^ <br />ARSE MULLION " <br />4 .--l. <br />2' . 3' s 116' <br />i 5•-e' TO 6'-40': <br />2• s 4` 1 1 '4• <br />!C-TO' 10 a'-D' <br />2`r/a' <br />aa..NytO'''Aw1rgrf) <br />+� PlpgirE 14�1YP6 <br />1. -7IR aa.I. <br />fa4E1 <br />• SPANS Y FTpp]R AsvO TICS" PRESSURE RATING <br />LIP fA iWM TLIa[D B i Pg.HiAfy.� BE ORIENTED <br />" PARALt€L iO STORM : ANE�'S IENOTIL <br />INSTALLATION DETAILS FOR REGULAR PAN L C N& (AIR <br />INTO EXISTING WOOD STRU,-IURES <br />. <br />TOwW <br />w,• <br />,:„.,$.' YT aI v MrP .w TFEMaiP�r pc <br />. <br />N4iNAmIA1 <br />fafr-umW <br />n <br />!: <br />... MMNf.. O1Wo-,wXNRAwTb:4Mi�fctW4fRW. . ... ,IArrLK. _-___. .,w... <br />' "-.. i(Y. X/}' ealYF1'bT0 a$2urta,H ._,.. ..._ XM?:l4• iiA+.1 /O9kn :. -'•+ )., RmwAR !Fi aNp AYOWWt,: <br />�rnXti'v; <br />'i Q PNRNb'k5W ,dOrrP <br />s mwY. TDN a�R <br />1"Nl�i e <br />( .., _._ � l <br />) •i [ Sbr nin T �Y <br />ryry r I. <br />f [ ♦f X at <br />r IN- <br />k NM r <br />r xi <br />fTPA roam j{ <br />A7N - qq - WFm� s ` <br />ro xAes I i 1�+ 1J f WALL MOUNTI <br />1 R <br />IN5F,7L_A:_TIOH - ALTERNATIVE 3W Ii `rX�n"�*"R�N°X� � <br />:moW <br />I i SCALE' I/4' - asv ddx MAA s <br />i <br />I I I: 7 R, MBEA Auaw p <br />f <br />/Fit� yi <br />+IIU( M �L�{OUNnINNiS <br />+bH <br />y C4 E R6d SM1Poi W M <br />A 0 AL ATIVE . W Nx t 5 FE Y.MfTFfH <br />IAA <br />)J NI41aPN NF <br />sctLE: 1/4' - T L'i <br />1 FL L1 �� g, N� ,� c>r�� �nuNttN� W��, � cLoort vo NrEW® <br />INSTAL i a"nON - At TERNATWE kW iNSTALATt(1NS - WI RNATiVE �aW <br />WALL WOUNTING <br />(SECTuxs AT TOP 18 uMi�EU +SS•'s-B7:D MAX. SG1LE: 1/4' - 1' <br />DUST ut 4W TCRNATIVE 2W <br />�-- :AL-- _- A.S.D. DESIGN PRESSURE RhTiNG} <br />U <br />WALL I/A` >• 1` <br />7 t <br />rm• AR.A aP:.. <br />.8 e.A i muw6 <br />N4 RwnN Kwa1 <br />FLOOR 'liii iP !G Yi1_j(!1i I NG <br />d177ESt MM1u+CONE ���0N SMN <br />1. INSTALLATIONSARE .ONLY VAUD FOR BUILDINGS: WITH A:S.D. DESIGN LOADS <br />UP TO +55.5 -72.0 :,# AND PANEL'S LENGTH UP TO.8'-8"., S. .. '". FLt1RIDA BUILDING CODE (Hi h VelaDll Nurrtaane ZotfLti <br />3 ":' <br />2, FOR NEW WOOD FRAME C.sONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN <br />PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL- " No. 4167 ; s o2mo n EDa N C, 20 GAGE GALVANIZED STEEL STORM PANEL FP. <br />- tNMWW W. <br />�LGiE fSkR sRart DFE TT GIs; St OF _ % a ♦ "" GLOBAL PROTECTION PRODUCTS LLC. <br />s 9 : `�'"'�.'�._ ld C 1rC. - +6na aw. al sTRttt a rArE <br />TOP & BOTTOM MOUNTINGS CAN BE 'y,G,c'•• RL RiDQ'x T►L�r a EWo1NmBNG aalaANr LAME. FL.:T33.ra <br />'• war a, a L,e. Wldra ANfsNA I SSN PWNG€ )6m-73+a FAX: tfS )W*- R7 20-176 <br />COMBINED IN ANY WAY TO SUIT MY � � Ci i <br />/ s • ♦ _ rA.s . TaAq al�ruo ro : Grml m-NssX fXN,arrNc lie; <br />ar r ae <br />s.n.w Wa rr wsrr <br />INSTALLATION. A�/` <br />{RjLTit� ,rutERCNLr00mii., P.E - <br />VIA <br />M.UII) UM 9.;a3a. DESiGN PSES,SURE RATING .m.f.) AND CORRESPOMM <br />MAXIMUM _PANEL LENGii3"L* SCHEDULE <br />IN&AM ONLY FOR PANFT9 V) &rQ INSTALLATIONS AS PER SFL`T10,14 % THAN In. Cal 516TR A R & Rl <br />pi4�kiMWVRLASsU7E <br />RATIG (P., <br />Mw IiNGn+ <br />t=L R.1 1 TO GLASS <br />Prey <br />CMDITION <br />m SEtYia45 <br />� OF110 <br />+SSA. -72A <br />7'-Y OR LESS ( 2 1/0 <br />OAmum <br />, THRU 5 R 7 <br />+5E. -72A <br />17'-8' TO W-B' WWA. 2 ]/!' <br />UN86LIE0 <br />I I TOM a R 7 <br />+55,0, -72.0 <br />xe'-e" TO If'-1- Naa. x 2 lir <br />' S�A7TE [��RI <br />a <br />-M. -0c <br />W-4' OR LESS ;i Ill. <br />pO <br />` AT OA'EPo H <br />A e R 10 <br />-.%XU W/ T/4V-20FT' SS MSS *-WRICAn AT D9EW r NGry, RNORi OF vAVE4 <br />AIALID ONLY FOR PANELSM& E-iA WMA"MIS AS PER SECTIONS T THRU 7. ON SHEETS # A 51 <br />MA%MU4 AS.O. <br />OESXRi <br />ME'SSUE <br />RATYK`. (P4.f1 <br />aW9MUM AtCNORS SWtWR: FAR Ea -. 3 III* '=•.. <br />APPL1FAa,E m I- <br />SEGTIRB a I WIXYUM PAN4 <br />ANY lEliG11N 1' n. NNTpN ( ) <br />OF t1NCM 1 <br />t <br />iAPCON <br />CF TM -GRIP <br />rux-.R€ <br />Ff41ALE. 0 PusaMATE <br />pA+IfLNWTE auTs <br />m O•DANCRFTE <br />CONCRETE O, <br />&OISN <br />°TO corORCNE <br />oO1CRtrC <br />aIODN <br />- <br />iB CWfAEiE' <br />C� ESE <br />lR,GGS <br />m ODNLYLElE <br />m <br />CONam <br />eLOtk <br />m COMC4IETE <br />I <br />aH+6%IE <br />, tfADA <br />N!• <br />H/d <br />N/A <br />N/A <br />6' <br />NIA <br />I' <br />N'"A <br />6' <br />wA <br />N/A <br />N/A <br />R' <br />Ir <br />6`'' <br />6' <br />1 taf9Tol) k <br />4' <br />- N/A. <br />NfA <br />N/A <br />0• <br />N/A <br />6" <br />N/A <br />NfA <br />1 2) T <br />s <br />T4 <br />-- - <br />NIA <br />I N/A <br />N/A <br />a' <br />NIA <br />-NJA <br />51 <br />N/A <br />S <br />N/A <br />2 (BMW f <br />+55A -72b <br />r <br />' WA <br />N/A <br />N/A <br />e• <br />N <br />5- <br />H/A <br />6' <br />NjA <br />] A,4 crop)I T'-5• CP LESS <br />OR LESS <br />6, <br />6" <br />NIA <br />NIA <br />B' <br />i A_ <br />it <br />r <br />3 (BOiTiY1L) <br />6`. <br />NIA <br />NIA <br />R/A <br />6` <br />NIA <br />6' <br />NIA <br />—� <br />A' <br />t N/A <br />7 Frop) <br />,I <br />0•... <br />S" <br />N/A <br />N/A <br />8' <br />B` <br />'T' <br />B' <br />8' <br />4 & 7 t9oTTW) <br />w/A. <br />N¢IA <br />12 1/a' <br />9 Tj4•-••• <br />32 Xf3` <br />81/A` <br />:9 t/4` <br />SEE SNEEM Y0 R it FOR AMORM TYPE R SPACIL FOR NffiTA "AIRS INTO WOOD FRAME RUI{DWMN. <br />IAHMUM ANCHOR SPACVWS AND MWAl EDGE OWA NCE ARE AlWATED ON 119E SCHWE FOR C.O, LESS <br />THAN wN$ATED ON SCNKWUE RVOM ANCHOR 9%Oft Bl' M4%iNAI."O SPACIAL StidWT ON 9OrtFDu t NY <br />NNE PPL, LAWMNG FACTORS. FOR TM OPERATMH SO K PO°.S P7ALFO) SPNSNIp DBNMNO 115?iG FACTOR <br />OWL NOT 8E LESS I+" MOMUW TIPAcm wit"I A FOR EAum A cHwi 1rPE AS Nil'o" ".,a <br />MKS" TAPE/4'f <br />._„Pcbe <br />CP T/P-R�--�� <br />i141 <br />_ !/4_• <br />OWr•N <br />_ 1/4'i <br />San -for <br />Mh AIIP4s1 SN,ONI# jr.) <br />] <br />3 <br />3... <br />3 <br />2 rig <br />J <br />}4e+AA1,eTarlU ((lw/w Lly <br />3 <br />3 <br />3 <br />3 <br />3 <br />3 ,/2 <br />1rs,tnl :DverWw 6wR (w3 <br /># <br />3 <br />3 tI2 - <br />2 t12 <br />3112 <br />40mmm E:A QOot ONAfi <br />+F1GrE <br />1 1/a' <br />Ida <br />1m <br />A3. <br />- <br />i <br />1 <br />#8 <br />#DUN <br />S NTo GLASS <br />j <br />1 <br />i i <br />( <br />I <br />L <br />I <br />It: <br />1/4' la S/r LONG DRASa &JL4M <br />`s N/ 1/Ph2a+2` 5.5. M5. r 6 %/!" Os. <br />41 <br />tES UP m a ANO a <br />• _� <br />I/. O.c TO 0 Oft Msx.. <br />t/4FOR` O.0 MR LENGTHS. IA' <br />La <br />PIAVE <br />E <br />LM 114-10 AWEt1N12 /DONE @ tWI <br />Ey kl <br />PANEls14ff Ru5 12 II]' TO C. WITH t <br />E PR)N AT <br />WD IIa nMIfIO MIND PLANE IN <br />OF E1P <br />i <br />1: I' ', <br />TO -e <br />ALL ICYGT115 UP m 8'-M Mac. <br />ALL LENGTHS <br />�'SCAlE 1/i1 T1 <br />1i4TL x) <br />1. INS7ALLATIONS ARE ONLY VALID FOR BUILDINGS WrTi1 A.%D- DES" LOADS <br />UP TO +55.5. -72.0 PSF AND PANEL'S LENGTH UP 70 <br />2. FOR NEW WOOD FRAME CONSTRUCTK)N: WOOD MEMBERS TO BE SOVINERN <br />FINE NO, 2, W/ :SPECIFIC DENSITY OF 0.55 OR EQUAL <br />TOP & BOTTOM MOUNTINGS CAN BE <br />COMBINED IN ANY WAY TO SUIT ANY <br />INSTALLATION, <br />SEE SCPEDULE ON SWEET 6 I <br />rOR ADD SEPARATION ddd 1 <br />10 BLASE ! T%"Msl <br />1rMn NAR e <br />i {122+ t -C W <br />i <br />m.1 <br />f ..,,lA0 TaAiwR 0G / <br />�.T , „.._ Daia�O PFJI[TiYVftIM <br />2'IA' PNAIE t!! # R4 � 1�SE <br />RCOur1i1D ,i�� <br />I t, <br />T: <br />i° <br />Is 4� <br />1 <br />EO it <br />t <br />1.^ <br />+} W Y <br />i i+ <br />EOEDL <br />EO}f ED <br />I <br />t omm P. <br />I r <br />ALTERWATm 7 W ALTERHaVE �W <br />SCALE 3/9-1- SAME 7/8-1` - <br />i 1 <br />Now PlA`E <br />I <br />FD <br />y RQ T <br />L <br />Ea <br />.EDP 111 F.b <br />X I <br />, <br />11 s< WE04ARED <br />•Am PLATE <br />i. BEARD <br />ALTERNATIVE X ALTERNATIVE AW <br />SCALE 3/e-1` SCALE 3/8-t' <br />CON"Ap FUME <br />VOTE i SHUTTER TALMYS NOT S4OWN FOR CLARITY <br />CODE <br />(VALID ONLY FOR PANELS 6)& QINSTALLATIONS AS PER SECTIONS 1 THRU 10. ON SHEETS R 5 * 61 <br />aeJ " <br />VAXMLIM ANCHORS SPACING FOR EA. a 3 1/r - <br />AS.O: DESIGN <br />TAKON <br />CF OAP -GRIP <br />CALK-N <br />PANEIMATE M ME ro <br />Wi PANSL'E PLUS - <br />SOLID SET <br />APPLICABLE TO <br />SSCDDNS 8 R <br />MAam PANEL, <br />PRESSURE <br />RATING <br />m CONCRETE <br />TOTo <br />CONCRETE <br />SOCK <br />In CONCRETE <br />CONCRETE <br />BLOCX <br />TO COWM7E <br />[ <br />l TO <br />CONCRETE <br />BLOCK <br />TO CONCRETE <br />TO <br />CONCRETE <br />&ACN <br />to, CONCRETE' <br />TO <br />CONCRETE <br />BLOac <br />TO CONCRETE <br />TO <br />CONCRETE <br />&WI <br />ANY COMBINATION <br />OF THEN <br />LENGTH 'L• {fl.) <br />E. <br />N/A <br />N/A <br />N/A <br />6" <br />L NIA <br />6' _ <br />N/A <br />6• <br />N/A <br />N/A <br />N/A <br />1 (TOP) <br />6" <br />4' <br />N/A <br />N/A <br />6' <br />1 6' <br />8" <br />6 I� <br />6' <br />B' <br />N/A <br />NIA <br />I (BOTTOM) <br />N/A <br />N/A <br />a N/A <br />6" <br />N/A <br />6" <br />N/A <br />8S_ <br />N/A <br />N/A/A <br />2 (TOP) <br />6' <br />N/A <br />N/A <br />MIA <br />6' <br />N/A <br />9" <br />N/A <br />. <br />5' <br />N/A <br />N/A <br />-N/A.... <br />r N/A <br />z (BOTTOM) <br />+Y66.5, -12.0 <br />B` <br />NfA <br />N/A <br />MIA,S' <br />MIA <br />6" <br />N/A. <br />Es. <br />N/A <br />N/A <br />3 &4 ('TOP) <br />d7'-5" TO 8-e <br />OR 1.Ei+S <br />w�...a._. <br />N/A <br />N/A <br />0- <br />6' <br />6' <br />6" <br />- <br />8' <br />ar <br />N/A <br />.. <br />N/A <br />3 (BOTTOM) <br />8` <br />1 N/A <br />N/A <br />, NIA <br />8" <br />NIA <br />6" .... <br />�N/A <br />6` <br />N/A <br />NIA <br />MIA <br />7 (TOP) <br />N/A� <br />}t' N/A <br />B` <br />6" <br />6" <br />6` <br />6' <br />1. <br />NIA <br />N/A <br />4 8 7 (BOTTOM) <br />N/A <br />N/A <br />1 12 1/2- <br />i 6 1/4" <br />t2 1/�' <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/BOTTOM) <br />50.0, -53.3 <br />MIA <br />M/A <br />1 12 1/2" <br />6 1'/4' <br />12 '/2- <br />6 1/4- <br />5 1/4' <br />6 1/4" <br />6 1/4' <br />6 1/4` <br />NIA <br />N/A <br />6 (TOP/BOTTOM) <br />8" TO I1'-2- <br />55.0• -72,0 <br />N/A <br />MIA <br />6 1/4" <br />i N/A <br />6 1/4" <br />N/A <br />6 1/4, <br />6 1/4' <br />6 1/4- <br />E 1/4" <br />N/A <br />NIA <br />6 (TOP/BOTTOM) <br />'-B` TO IV--2' <br />N/A <br />H N/A <br />N/A <br />i N/A <br />MiA <br />N/A <br />N/A <br />N/A <br />6 1/4` <br />�5 4/4' <br />6 if#` <br />5 1/4" <br />B• 9, TO (TOP) <br />+43S. -48.D <br />B- <br />4' <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />NIA <br />6' <br />6` <br />6 1/4- <br />6 1/4` <br />8 (BOTTOM) <br />OR LESS <br />6 <br />4" <br />NIA <br />N/A <br />N/A <br />N/A <br />NIA <br />N/A <br />6' <br />S' <br />6 //4" <br />6 1/4' <br />9 (BOTTOM) <br />12'-4" OR LESS <br />N/A <br />NIA <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />6 1/4` <br />C i/4- <br />6 1/4' <br />6 1/4" <br />10 (BOTTOM) <br />SAE SHEETS 10. 11 AND 12 FOR ANCHORS, TIM * SPACING FOR INSTALLATIONS INTO WOW FRAME MICRO, <br />WNWW ANCHOR SPACNWS PRO MWfMULL EDGE DISTANCE ARE 0101CM= ON THIS SCFRW)LE, FOR LD. LESS <br />THAN N,OCATED ON SGHEDIR,E RJUX" ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEOVLE BY <br />THE FOLLOWING FACTORS. FOR 1N44 OPERATRNN TO BE PO9SIBIE. REDUCED SPACING DINNED 11SwNC:-ACTOR <br />STALL NOT BE LESS THAN MPAMUM SPICING INDICATED FOR EACH ARCHON TYPE AT ANCHORS LEGEND. <br />AFICNpIt TAPE <br />'let I <br />MPCW <br />Ie. <br />//4`s <br />I/4 <br />II4'i <br />Ile. <br />_ <br />OF up-w <br />PEWS.. <br />_ <br />P,tlPUX <br />c4w-* <br />•OLIO -SET <br />W. ANQpR SPAWN W <br />3 <br />] <br />3 <br />3 <br />2 ,/2 <br />3 <br />+4 <br />3 <br />3 <br />3 , /2 <br />TAO.ArI ae,R.wM ✓aR% (h,) <br />3 <br />3 <br />3 ,/2 <br />] 1/2 <br />=ft CA om casm <br />EA�C <br />T OR <br />12` <br />_.-,-:--•-3 N/2"� <br />- <br />AAD <br />- <br />III <br />tea <br />tom" <br />N <br />C2. <br />V <br />Cma <br />'O <br />1U <br />46 <br />Q <br />B7 <br />O;r <br />7 <br />t� <br />* N0. <br />4167 <br />20 GAGE GALVANIZED STEEL STORY PANEL <br />ORION <br />aT/2Atma# <br />�'`�'"�,; <br />'2`"•,'- ___._....:n <br />I/ ////111FAAA ��AL""' <br />/ if Ora <br />GLOBAL PROTECTION PRODUCTS, LLC <br />DATE, <br />,At. <br />cs <br />1D� ; <br />417@ W: St SlPEET <br />Y J33T4 <br />T`iCs9�Fo &`eNaaFNo cauPANr <br />Al Rw 0. apA MI,WAI MFm6M, n a3.TM <br />20-175 <br />•� `. N`�.nY1: <br />rA rL <br />14WNE (954�69-YSSS FA:i: (094)�6-fi187 <br />p <br />,,.. _ <br />Pww , Lrw, < _• AA w.: frw+ IP sd, <br />.r _ .» .. ,®... .� <br />DDIMNNWNG NCR.. <br />IN-SIALLA119 <br />a <br />RETAILS FOR REGULAR PANELS <br />� �� & <br />INTQ <br />EXISTING WOQD STRUCTURES <br />d14-10 PANEIMAIE PLIPs <br />, 4 14,-10 PANEI.AMTE PLUS <br />,,�' 0 7IB' <br />'I <br />' i . <br />::.,- - 14-1D PAG,C. W/ PLUS <br />O.C:W/ <br />F...._Ay 8 tf4' D.C. WI 1 7/8' <br />l"NE'AlED PENE1RATON TD <br />6 1J4`O.C. w/ T <br />y` `. i TNREADEO PENETRATION TO <br />WOOD ;,'.., ....... <br />6 T/4" T 7IB' <br />TARN'-ADF.D PEFhYRATON To <br />E7,f3TTNO VIOOO� HEADER <br />... .'. <br />a1 <br />. <br />COSTING W01AG NFAOEN <br />.OER <br />m- I <br />�:." <br />REDURE:O� <br />E345TINSi9o0tl NEAOEEd <br />;Y; �'� <br />, �k <br />s <br />I <br />P 7 <br />v 7 <br />/# <br />t� <br />, r <br />tYTin slta r <br />. EiFif SIAr R <br />I rH ae. <br />� I ll <br />,., � <br />EAtRi SfIW • <br />4 r/r DSc <br />, <br />2 I <br />WOOD HEADER Tt' <br />WOOD HEADER r <br />2 g <br />I <br />J z• y <br />i <br />aEaU1RED'"-� - "fl •, <br />REOInRED <br />31j <br />_ . <br />SEE Sti#rdNE LW <br />I S€E 2LTEaAE ON <br />-. SEE SCIULU ON <br />t <br />FDR 4 i . # <br />1p SHEET a <br />i Nin. SFPARATXIN <br />&'m a <br />FAR( „M' LASS, qN <br />10GTANS <br />F. To Oi.15.9. <br />- m rdASb. <br />1 L(liN 2Dkt' S.f. (SEE NOTE 1) <br />i MS W77I4v A a..._jj <br />jj J/Jt YM,O NOR � 3 i <br />_ <br />9 PNiEL <br />1 ,/iY-NAn• SA (SEE NOTE 1) t 1/4.4-2OK1` S.i <br />1 MS WI 7/Yi- ) 7 Ma WI 7If'f <br />i 6 '� Y._ ... ___.._ _... � Pt ]/1a• Wn Ni(T <br />a flESY <br />I (SEE NOTE. 1) <br />._r ' -'�"- ( <br />f EYFaT OJERIAP <br />flSR+ WENM <br />! _ <br />T tWEAAP <br />f <br />, <br />, i <br />r <br />1 3DR <br />{ " <br />1 <br />t '-•OX <br />' OF 1" <br />i <br />4r "'E" <br />e MATT <br />i F* <br />i 0 F `L" <br />1 I MASH <br />1 <br />�N4 <br />, !, MAY <br />N 1 <br />iQ} 8' , <br />l <br />1 <br />�' <br />_ �-`� <br />r <br />• <br />T/LOG. <br />6 v <br />,`1 <br />E'O `• <br />t'_ �/e".al3x" <br />/2' <br />: : ,.. ♦ 2. NT O.G. <br />ED. <br />'� a �s. Ne <br />a' 1 <br />r <br />O ' <br />' <br />2'R4" WOOD I sWOOO_RLATE <br />- 5-10 FANELMATE PLUS <br />REQUIRED :. 6 t/4' OC W/ 1 7/8` <br />,.,, <br />RECUREED <br />/*, <br />�.� - 44,' <br />biiNi <br />) <br />2',C Na•- <br />REOIiTOCO'� L <br />WR4.. iETRFiNED <br />PENETPATitk! AT <br />MIDWIDTH OF PLATE <br />THREADED PE7SEwl" 0 <br />• <br />�,,, <br />1/4Y LAG SCREWS O <br />LAID YllISTN OF PLATE <br />- <br />} <br />-B' D.C. STAGOEMO W/ <br />.. <br />SfW WI il� T& <br />-_.,_...,.. _. AT MIDWIDni OF PLATE <br />All <br />SCALE 3/8-1•.. _ <br />SCALE 3/e-I' <br />SCALE 3/8-1' <br />mm: <br />1, INSTALLATIONS FOR ALTERNATIVES BW. 9W & TOW ONLY VALID FOR <br />BUILDINGSOADS LIP TO +43.8, -48.0 p.s.1, AND <br />PANELS LENGTHUP12*-4' <br />SNititti �!TILI to <br />2. FOR NEW W040 FRANC CflNSTRUC"hON: WOOD MEMBERS 'TO BE 'Siittl'yERNF:"t <br />qh, ✓O 4 <br />Py <br />PINE: NO. 2. W/ SPECIFC DENSITY OF 0,55 OR EQUALS: <br />fi '. s <br />FLORIDA <br />8UiLDING CODE H•N h. Vel"If "Ur <br />One Zati* <br />Nn FDR M&turmN DF sFC17ONs: <br />;• <br />' 0 : <br />- N e116 <br />tTEOO, +COGS <br />20 GAGE OALVAN420 STEEL STORM PANEL <br />rP . <br />W: <br />TOP At BOTTOM MDuwnNcs CAN BEirllLl�•"/w"iAA"` <br />COMBINED IN ANY WAY TO SUIT ANY•, <br />GLOBAL PROTECTION PRODUCTS LLC. <br />F <br />97I <br />INSTALLATION. <br />/• �,•'•, <br />'' (j ' L }214 ,„���.y�� <br />• ••'� <br />/ :G W.P .THIS <br />- TESTING R COWNEGAINGANY <br />4800 aw, M S9�T <br />OEY,E. 9L. ]33,4 <br />2D-• 176 <br />4 S • • <br />1 <br />� <br />RAL TaA M. r ab1, tiPlr brine, R i„aA <br />4Wnm,WNor>,- <br />Pl4kE; O1-r3+5_ eA+S {I64)e�-17W7 <br />N„Ni 11{MIH E SEALfMWi4TD0.5/OATE~ <br />NBAT,TER�A �Tdr.. <br />.oaigs is :m,r aas® wt <br />�E <br />srlar ,2 +M m <br />a-+ <br />N <br />N <br />U) <br />Cu <br />> <br />U <br />N-w <br />O <br />QC <br />O <br />.0) <br />U <br />N <br />Cf) <br />O <br />CV <br />� <br />� <br />0 <br />a- <br />W <br />� <br />'� <br />O <br />O <br />M <br />LL <br />O <br />> <br />WCL <br />Cn <br />B <br />YO <br />M_ <br />L <br />`(�^ <br />Y.L <br />CONCRETE ANCHORS CONCRETE AK14M FOR CONCRETE ANCN0R5: SEE iG1EG&E ON SEW .4T .. <br />(SEE SCAM ULE ON - -. ...,:.: , FOR AOOO EC X SEE SEGTAAN OtI SR EE1 T3 9 1 p ALTERNATE p f d i ALL NNW <br />SHEET Ia)_ (SEE SCHEDULE t: - i`.« - it dC iW iS t 1 L3 LDCAnoN E7 ! 1 1 8 LOCATION i`� F <br />e / 2, / �" - ._.. -.- 1"-O 1/2`..,..e......... . ....-_-,-.AT ENiT PANEL T/4-m t; c selre,aS r 6` D.G. W/ <br />POURED CONCRETE _ .. It,As. JnTEM <br />1/ V'fr 2A/d, ',/,F Q++4/4 1. `,� A 1W/15Y yb/s. '^'" �* AT END PANEL .,. "- <br />NEawreEa� ; _. Cn <br />L 3so` 4 1 IA _ <br />_,.1 1j2 MTA. 1tDIFAIOED rENEIRATtDtI I --, s,TIDs a LYERr t { 1NT0 EXISTING WOOD STRUCTURES <br />- ,O I 1 4 OVERLAP � '� - - U TIN £)TTlSTI1G WwD H7rDLR <br />- - <br />- - - <br />POURER CONCRETE 1 i <br />{7 T l <br />_ ) <br />S $d$' MF.n (EASE ...� _ <br />i i f1 j j} ^ <br />1! 1 _E L1� L 1 sruDs W <br />OVERLAP <br />D.C.) T 1 ! ! i j I <br />�.TT-1-1 1� I TD t1fgD FALLEN L 1- � �__ � ` W <br />N�.T 3 E 11i 'l <br />Yl <br />f SHEET 1414 1 1 SIFT. T4.. Ot,D P ) i. (INTERIOR (RRERIOR PN'IIil 0NN€JdoR PN�ij {'.1 tibEN PANW r n i , i 1 F -e�,�'... - } <br />FDR. r sna s€ARimN I F 1 N{ � ` �� i ) t 1 ) /+� I //�g 1 t _- t 1 __ I t 1 I 1 11 EoL <br />m (AA5 1M1VG�M� O EYEIh• R l'�; ( LA . I 9 I 7 I lam.. 3 ii -i- r4:4 <br />snm r u t/YmD.G. Stio r 12 1/r D.C.L.._._._. _ i iii <br />I I I -. I - <br />SEE ., SEE N-INTERIOR RAVEL E"NO PANES - fI4° , , � Ijf S4� %(f i, 'INTERIOR PANEL END PANEL <br />LIACNIM .' . _ i/4iMi` MAGMHE I { <br />1S 'SG'NEDULE jt; 54'#L04iLE ;(i_.- <br />T 'W/ sF/mlO . 6/6 W. tcasE tl wI [[ ; OR .. r J'-__) TCR MBA• ^''-- NPR wxr L,"-3' � 1. , OR ( '"' SCHE ,6 ~j' Star 't• " •'I �. <br />/ /mow ]` MA. ( Iy,.. m r I 1 D,D. ,,).� �.i ._ _:_�.�.�._� _ _� ..._, ._ .".�..,.,_.h f._._ ...�_�.. -. {�A�j j <br />(SEE DEN, t/N4) TO U1.0 T2 , J2" O:G. gg. 2�S 'T . *::J' ANCHOR ANOFKiR J M rANCRNOR ALAI%. ANu`N4iR_� ..,.•.I. L <br />7fT4) ,. R _...:. : _ , T_ . ._. ._ _ .,. _ ,. .. ..". OR Of ttef MOUNT SPACING SPACING 1 $PILGYNG 'SPAC'A1G- <br />. .. _.. I i e D wE <br />{ L VICANATE LOCATION <br />:•• .. . T'-3" bTN. •..•_., _._ ..: ''I,••••-• T•- ' Mln.'.. ,._. - REaUMiED RFt111tAE2 <br />A m lA <br />PaNNROTR m•, 1 •,:,' .,'F<r,- (',I � zfN� � <br />T4) swE <br />R ri ( DN s) tsLT �# -rY1ro biN <br />DO^ATMOerJ,WR Gr/,3a22o ' TTnEpAOo.cc <br />ALTERNATIVE fi A <br />RNATIV) ..11 A DMAXIMUM A.S.D.As.�EN.��RE RATING 41{ OiPNIN <br />, �ta„S"0. DE�LSz.P3�RF�TI�� �pA�REMAXIMUM PANEL LENGTH L■ SCHEDU <br />OR eLDOT WALL XRR SEONDINg MAXIMUM <br />M AN9I08 JMNG GD AT(a)EN <br />tAPP_L,jfA%E aNLr TO iECTi0.N�1 k �. ?Nnrr,ATEII FQR 11Fs ceccir cY u. P' H� / ) � l•j� <br />fEIXARID { - j $ , <br />I <br />Dti. 1 14 <br />/4, 2/4, 2A/1t 3/4 1R 4/4 : �, �, Yw/�s 1. � & iW/15 INSTALIATIONS INTO CQtjCRUE k �ONC.R�E QLRO� S,TBUCTURES 9rsm. DN SHEET T31 � 1 I � l <br />ILIA, AA. appN Me. PNEL 1> TH SCE Slw to <br />} <br />t I --T ON LIFE SAFETY PANEL l- <curnyuF t T � ±.YR �1Ja...Ed41N1}I. COPIDITIOAIS T�1 *BOTTOM WJ V. (vAN.) ;tAE TEh11&Nh7 TO C'Atf OCNRYIOrr t _. ,aR ,yL 1 t a <br />ALTERNATE TDCATNAN ..3 1 J2' PeLssrAt[ INUINb 1' tW.1 aM®Rw sFPNLaEWI FRNMt � ON fREtT 74 C`• R <br />AREA WINO LIFE SAFETY PANELS LaCATION OF LIFE (SEE NOTE 1BROW) _ - SEPMA� <br />) a, REG" PANELS W/ OR - ----- - SAFETY PANEL ---L !M®MNM ASA rAAcal CF TM -TRIP C.MK-PN PANGJ AX Ml%t. 0 FANUILM PUS APPUC,�F TO •36.a, -rut W-6• 2 3/.• ORfaTFD 10 i EOT - - S- •- r, _ _."_______ . _. .._.__. W/O AEG" TRACKS I OESGt4 TO to To - TO •O SECiWNS. {I t MA1a,aM P.Y41 ! EO XSEE NOTE 1 - t- LAST Pmu((jj m To TO - TO m eDuelrutuN MAXWRLENGTH i' (TGi ( <br />C6NCR£tE ANOMORS - i j'f Y BELOW) L0E SAFEtt STOR110 PANG. OPENING SMALL - i{! m I U <br />(SQ' SCXFDULE UI :;` +r+r�!+.+M+ `� � CaC4tE7C CONCRETE <br />GOTLOCK CONCRETE CONCRETE iN7EN -... SEE SHEET r6 FOR ARCHORa TYP a a.PA iNG MR! INEIALLAWn INTO WOOD FRALE eU.0N0, i l I# OI I.,' .. OR 7' C�.OF RAIW T. !R COIMRFIE MOCK WNCRETi.. CONCRETE e w CONCRETE BLOUt _ ii F I. - <br />SHf:ET ,4) p WkL M AAB ;! T" l ALWAYS aE PRDWDEO wf PEAR HANDLE 7AWMN ANCHOR WACOM AND WOW EOCE OSA4CC ARE R�oCATW ON AILS SCHMU FOw � I E� <br />YY✓✓ PouRED OaaC&lE J - ;' `Ott CONpDIaN) TO FiM#.RATE R,5TALUT4R1 O R,fENBE2 6" NA NIA N/A 6• N/A 6' N/A 8' MIA 1 & 2 (SDP). tA. um 1MM, "WAIM ON SCtEoaF REDUCE ANCHOR SPACNG Rr MaTNtvm SPACM <br />REO#IfED ♦ TO BE MSTALLEO aR REMOVED FROM It40E E_,.. „: EOI <br />QIRM <br />OLNACRe1E ANOHOF$"`.," PANELt ar STRUCTURE SS,t1, -720 g^ 7' B` B• 5' 9' 9, 9• B" B• 1 (BOTTOM) 6'-0` OR LESS sRO+IN Oa SCHEDULE eT' THE RYLaWRRF FAG'FORS. MR THIS OPERATION TO RE Po5s8tE P N_ _ .. <br />}SL?: SHEET { -EO•a- EL Y f✓N _ - 6` N/A N/A N/A B' MIA a N/A 6• N/A i * 2 (TOP). a VOCATE4 FOR EACHAMAZED PACM HAANCXOR TYPE AT AHCNO S MWE1Mg AINED USING FACTOR SALL NOT BE LM iN101 M`RflANI 'i!AOND / ._ { t : Ii1 i . ,k: WOOD PLATE <br />{ , '! FIDAPEO <br />!. +55.0 w'72,0 5-0 TO 71-5`: a .I I <br />WALL N1OUN310 1NSTALi:A10 WALL AND ELOOR MQUNIM INSTA LATION SCALE 3/32--T' ® 5' R` 6` B 7 ll2" e' 9" 9' e" 1 (BOTTOM) A►ARgTI /4• ILA i/<a iI4 I4'i ; row PLAIT <br />.. SECTION 1 SCALE^ 3 a. ' - SECTION 2 scalp 3 B• - �A/1R.7 T..N 1'.s N/a; N/A 6`-. NjA .. ".A`' N/A. 6"'. ..NjA <br />1 A #Na«, GAP, +66,D 72.D -`""""•" """ '`-"-^ "�"'" § <br />:. I"` / GAP �'•••. a. 4... - N*t ANCHOR 9PAa1tilzl�l <br />.,.+.• - I <br />-W#�'E..'�Fi,;SI'DRM PANF:'S,t51EAt:(A1SIAi,LaT113iL� .y 9' 6" B" 6" B` 6` 6' � 8" i (BOTTOM) _ A 3 .._. � ..,A...._.,..- 1 3 t/E.....; a..... .,'•. it if S, I Cbnl. A.r ry• C1y,�,L g ALTERNATIVE <br />/ UFE .SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) 1 —,•' --••,- I-;: ,. a'LBId LA2, ATIA J ,id...4 U �✓ <br />OR AS AN INTERIOR PANEL. (ANY PANEL LOCATION LN KIW€EN END PANELS), 8 (AY RIER:OR PANOs 8 (�4,,YERNATt ulCArtON S <br />9kZ NOTE RO AT DWD PANELS ErG('TENT` :_«.-®- I.-EL�}R._M(iI.L�L_ SLi.... N IL BII O }2C9OfC.. + 2'wV LATE I . '' ^ <br />WF'E 5APREEtUkARMATRoRH Y NOT <br />9E INSTALLED <br />ADJACENT <br />70 REOULAfi PANELS 5FE'NOLE T7 ` --.... ... ! n ... .._ -'� . �-- - _ I 7t NI#. PEAL" LONG FWIA'S's Mvs9NG wI \/ J <br />(I OR / ) , r^8"I Crae_IDITNHS AT BOTTOM W,t o IEQVIEO <br />;1 TI4'P�IIRAFO4 EMswo ia�Ds�wl t LI2" <br />_.._. _. . _._ ,. _.__.. R:IA <br />SECTION <br />h_p AwlAMwAEc. IISRAI0S/WHaiFmeTOPLrAMA*DBEAtswa3'M.. �,0P�AMGt) APPL(CAt3LEto w..,:.__ 2±/R..._. � /Oro-20A7'saWG.r6'o.c,aR T N TIY LAFr�Qii FRAME CONDITIONS ANCHOR 0%AE�QNS <br />7 LIFE sATETY STDR PANEL CON55T5 OF O.ti3e' GAiVAN12E0 ^afEE•... STORM PANEL AS 47yFyp IQN. D I3 31ES0N " T _ p - _ sEOt10NS dl k MAXIMUM PANEL -..` .. 3•._,._._- Tn9 San - : im .0 1/#s-fix PANr3AMT[ tLiiuF ro OR AL EI A 1J+1L NS �.f},NC 1 R E.y. <br />NAMtt171tN1 .--_-•--- fI' SCFLC ]Ja' - I` <br />PER x3MPONENF-(7J. SHEET 2 OF DRAWING. SCALE 3/32'-T' N±RESsuREI ID MBtTR1 LENGTH L (N. tTHEMD'tT3A �'; T ♦ ] I/°d d �� __ _--_.___. yam_.MomPETM.TMTWN CTD kX?STINc� WOCT1^ <br />THIS PANEL ALtOWS fT6LEF TO BE REMOVED OR INSTALLED FROM THE INSIDE ik191C ,� .� ij LNATE NOTE SHATTER TRACKS NOT SHOWN FOR CLAIM <br />STRUCTURE. <br />Y tNAA1NHM1lttN +49.2 -BALL 3• 3• 4 i 2' -:4 i j2" 2 (BOTTOM) 7'-6' OR LF3a�. : ��« • (`HENS ✓AQ WALL ������ NMINIAN <br />_. 11,E SAfETV P REQUIRES TOP 1TFACI4 TO BE COMPONENT& BOTTOM TRACK TO iii TI +52.8 -66.0 3' 3" a 4` 2 (BOTTOM) 7'-6' OR Lt:S6' •'••S, { _l2lG:�T NG INSTAL LATIQN iN4 QA. Tlt(j� +4, <br />BE COMPON u PER SHEET 2 OF THIS DRAWING, .�"ik,A p;:.. lr� i i(' 't�:.•• ✓ '� W <br />COMPONENT 8€ INSTALLED WALL OR FLOOR MOUNTED FOL1tWAN0 SECTIONS t * ¢ +55-0 -72.0 2 1/2" 2 t/2' 4` 3 iI2" 2 (BOTTOM) r-B- tTiE LESS _ ALTERNATIVE 1 W o Q�;. DENS <br />2 ON THIS SHEET, AS WELL AS DETAILS I & 2 ON SHEET 14, y:•�Q'•: �tiG •Sf • 2 I 2" z 1/2' N/A A 2 (BOTTOM) 7•-B' TO B D #' 'k = SCALIO 3Ia' - T` tit C <br />+55.0 -72.6 / I. ( FLORIDA BUILDING CODE NI h Yeloel Hurricane. Zone NO 7 FLORIDA BUILDING CODE H1 h VelocH Hurricane ZOna G <br />FLORtOA BUILDING CODE (High Veloc7 Hurricane Zaino)9 <br />s Min. LENGTH FOR COMPONENT � IS i5". ? t56.0 -72.D N/A N/A 3' 3' 2 (BOTTOM) 7'-b" 70 8`-8' c , EAr mv19 DL1fLP, tNt. r = W TILTECID, W rP Q <br />Max, ANCHOR SPACING FOR COMPONENT ANCHORAGE. 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