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TA _ M_L_ <br />END CLOSURES DETAILS E(11�1 IN5 tLATrIQ N POURED CONCREJE, <br />_QONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REP.U��l <br />SAFETY & E-Z HAN9 5TQRM EANEL(UAYS <br />ITEMS <br />OR <br />2*,4* WOOD FRWE 3* 3103 "-l', ON <br />*06,3­6 AUSY COAT ALUM� <br />(4) & 0 MOLE WMI 1/4*0 1 .1/4' <br />z I/- TAPM 4 17' OX� <br />POURID CONCRM CONG071L <br />k"X OR 2*.4, WOOD FRWE, Dow <br />RU, <br />RODo 21.11' *0000, MAIN: <br />lau <br />10 2, OC "m ALTER"41t uvu* <br />r 2' S o55 Cow <br />W< t, #m ALW� MOLE OR <br />3`06_)l H =7E <br />'zip LOT <br />4 YKA&, UtT& �m 6. <br />ALOY <br />CONT ALW 'L < <br />, , <br />M... GAP <br />A` ow <br />OR Rw-Tr Wul <br />ot A,- Aemx <br />CASE A (PLAN) CASE B (PLAN) 9AA-9JELAN) <br />SCALE 1/4'-1' SCA-E 1/4--1- SCALE 1/4"-l- SCALE t/4'.I" <br />0 P CLUATE <br />RED MIN AT 'Woz <br />CONCRETE, m <br />OR PW <br />$0 2. a <br />P L Is" woumv AS ArpucAea 0 <br />D zle wow FRAW & b <br />POURED <br />o�p N Mm) <br />Rtotwl) <br />Z _J)ml W/ <br />ct .1 ORI <br />VARIE$ TO <br />S, it. "a ?Wlap WT END P`� <br />DIStAKE <br />C <br />CASE G (PLAN) <br />VAIJO POP DIRECT UOLINT INSTAUATION ONLY <br />NAENY�_.. <br />CEIMPED PANEL INSTA"TION AT WAI.LS W/ <br />No. 441&7 SURME LrvEL vARAAMNS WITHIN 3/4- <br />FLORIDA WILDING CODE (Nom HIgh Velocity Ku come Zone) <br />CASE E (PLAN) CASE F (P 24 GAGE GALVANIZED STEEL STORV PANEL <br />SCALE 1/4--l' SCA�E 1/4'�I- <br />GLOBAL PROTECTION PRODUCTS, LLC. <br />Z <br />4400 IM $1 STRUT <br />mm, � mm� <br />5-NO-75.6, �M, L"11IM-SM <br />9AXIMIDil AU-IN'SID& <br />P_ffmuF!F_AA1#&_ <br />sdii� I,'' QX -IRP Q ANCHOR SPACING <br />(VALID ONLY FOR PANELQINSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS U & 7) <br />ASo, <br />MAXIMUM ANCHORS SPACING FOR E-O, - AS SHOWN ON SHEETS 5 & 7 APPLICABLE MAXIMUM MAX, AS,D� MAXIMUM ANCHORS SPACING, FOR F D. AS SHOWN ON S14EETS 7 APPLIOASLE <br />ION <br />as ] <br />TO PA14EL DCSIGR <br />LENGTI PRESSURE <br />TO <br />PANEL <br />'Nm <br />WING <br />IAPCON LAG $m, <br />1ANELMATC <br />PANRIATE <br />ANY PANELMATE PANELMATE <br />W0000 ou v RATING TAPCON LAO SCREW <br />wow OWNING I � AN, <br />PLUS <br />0 NATION <br />CgM& FEMALE 4D <br />or ,I,, QQ ioo.c) <br />- <br />Of THEM <br />1W ITOP) <br />13- ty-_ <br />13" �w ik5om) 13' 13* 1 1 r <br />tw MIT* <br />6 1/2- 6 1/2' <br />6 1/2* <br />6 qr <br />6 1/2, 2W (TOP) 6 <br />2 1-/2 <br />____111/4_-_ U_G7 <br />0 1/4' 2W <br />OR ---- ---- -- <br />LESS ------ I/r er <br />3W (lop) <br />OR <br />LESS <br />Jw 7 <br />3W tOoltum) <br />13" 4W DOI, <br />OR <br />LESS <br />Ir <br />___ <br />13- <br />- <br />IS- <br />1�s' <br />To - --t-if )f <br />a - 1/S' W (Tpp) 415, -75� <br />- <br />fa, IF— <br />f�__ <br />-,-T- <br />_�_ __ <br />zw (toi__ <br />-6 -1/4- <br />B-1/47 6 /4- 12 112- <br />& 1/4:' (WIT. <br />>v-01 <br />TO <br />in <br />(TOP) ly <br />5 1/2- <br />13, <br />-4e- <br />i; rml <br />Oj�_,_I <br />SEE TABLE #1 FOR MOX� &Sb� OES&_L Ar fiW] PANEL LDNGIHS WHEN SPACER ok is SEE TABLE #1 FQR_MAX� kS,D, DESIGN LOADS MW _PANE1 LEWW*" <br />USED, CORRESPONDING ONLY TO ALTERNATE 2W <br />ON SHM 6 <br />vSED, OING ONLY TO ALTERNATE 2W ON S14EET 6 <br />A.S.D. DEM LOAD WMMUM PANEL <br />LEMM <br />40 PSF OR LESS <br />> 40 PSIF TO 50 PSF 6'-2- <br />> 50 PST TO 60 PSF 51-10' <br />A -MAX-,, PANEL I GTHS ARt ONLY VALID FOR INSTALLATIONS <br />W/ PANEL MATE FPAALE 10 OR PANEL NATE PLUS <br />ANCHORS, & W <br />E Igh Velocity Hu. cone on <br />FLORIDA CODE (Nor High Velocity Nu <br />-BUILDING <br />N 44167 24 CAGE GALVANIZED STEEL STORM PANEL <br />In. <br />If GLOBAL PROTECTION PRODUCTS, LLC <br />L_ <br />�m &k 51 STRW <br />DAP& n, oz'. <br />lw) -7,10, Ml 20-175 <br />Wum xivi P-E --- 14 <br />n.I. <br />16 <br />lleO IAN <br />ANCHOR 0 <br />INSTALLATION <br />DEI&IL5 <br />E0_8 LIFE SAFETY _PAKUjT) <br />POUPTO <br />'14 <br />pokiRLD <br />e M <br />-, �___mlstm <br />=D%z <br />CONCRE-M OR <br />CONCRVE <br />0014CREIP mW_1K <br />SECURED, <br />-di <br />64, <br />4, <br />PARR LINSTFm <br />O;Ez ELeVAI)OR <br />ON sfEET 12) <br />j <br />TE OR <br />It OLD,' <br />SEE mms is� A Is MR NcKon Tf-E & SPAcm 'GA <br />NPALLCIONS wo 161000 FIA)"It SLIUMD& <br />410" XMR �PAQNDI ANU 9*WW SOME DWANtE <br />AK R*QkTM DU T.% SCHMa. MR ED OSS T MM <br />WDUTO ON SCHOta w)19$ AMnIOR SPAOINO Oy <br />MIA.M'AW SPACING "" ON W�WU�L ITT THE <br />r&OWPIG FAOTml AID nq�l cpmx* a SEE pow"LE, <br />RERMED spAcm DepolO �ftc FACTOR *I&,- Wor 6E <br />14% r," NrA%kvM SPACING X&tAXD MR EACH AWIM <br />-YRE ON �s stRMmL <br />0 GLASS, <br />L' VAX <br />PANEL UNGIN <br />B, <br />'SIX ELEVATION <br />f2) <br />N,- <br />, <br />D,� <br />A �A <br />wm, <br />0MLID ONLY FOR PANEL(DINSTALLATtONS AS PER SEIMONS I THRU 6, ON SHEM 4 & 5) <br />um I I` folk "m T"T A $PACK AIR 2MA4AT" Wo *= VR%g %ftDK& <br /># kIelo ONO spAOM *�M *WM M ot�TAROE Aft NINDOED ON T-K SMAUDULt FM ED <br />ass DPA; NWATO on sDoUa DEISM AWI," SPAC4NO W "WI�WO SPAC" S00" 0% <br />50mOmL Of TW MUOftO FACTOOZ, IOR THIS OPCOT04 10 K POW&v� F�EOJJVEO WV'�N4 <br />0870WO WAD FAITOR SH44 NOT K ass TIM WNIPAP&I 5PA00a fteATEII MR LAD. Me" 11fpE <br />Thr� %WD%L <br />-00, <br />ANOKA T" <br />Al"Wo Atmoolk SPACING W <br />t2- <br />,?I <br />-3 <br />Amuw fm VIVIN" CEA) <br />I'A" <br />VI* <br />"DO <br />Im ------- <br />SPAONM ONLY YAW WHEN $PACETl@ IS USED. SEE MAX A.&D, <br />91. <br />DESIGN LOAM & MAX, PAM LENGTI15 Wlrittl SPACER <br />A MO. PANEL LENGTHS ARE VAUD FOR INSTALLATIONS <br />W/ SOLID SFT ANCHORS SPACER AT 12 1/2- 00 <br />1 .51 WX R-IA/13. R-2A/13, R-3A/14, R-19/12L R-29/M R-38/14, <br />D.W(J), f-0111-1AW/M R-2AW/15, R-3AIN/js, R-39W/16. <br />0 0 0 0 <br />-T-F7 _T <br />�U%t FOR PANEL LENqT" LAX, <br />IN PANEL. LENGTH <br />z <br />REGULAR STORM PANIEL MDULAR 11001A PANEL I -40,0 p�f� <br />ovmAP mo pma uERM WL T) <br />----------- <br />afE SAfFETY StORM EAHiEL r--8' 0 4e*�G, P.X <br />omitAR MID FMWL LDW4 goo <br />A USE 21-4, WN. PMEL LENGTH <br />AT ALL MOUNTINOr. <br />S S, But JS W <br />AT EA .v <br />_J <br />OTCHES'id- <br />AL- . 1 0, <br />7 1,- <br />RLAP- <br />40 NUT AT NUT AT , <br />TANG <br />Mum �__WINC <br />S.! ",_ <br />LEFT PANEC, RIGHT PANEL T JNSTA&LATION-, L, <br />i. <br />R-IA/13, R-2A/13, R-SA/14, R-20/1.3. R-38/14� MIN,! SPEED UP 10 <br />R-IHW/15� R-2BW/15, R-SBW/16. <br />(SEE SECTIONS & ALTERNATIVES ON SjrETS 14, 1', J'j *16)­", <br />1/,V qAx- GAP <br />LIFE SAFETY STORM PANEL,1) ELEVATION <br />REGULAR zsv, SCAU Ile.l- '01 REGULAR <br />W .1 WM VALaYi <br />J) PANEL IMN, *,In-, Slow PANEL <br />STORM <br />R, <br />1 4e, <br />__oASRLAR45 <br />----------- _4� <br />--------- ------- <br />LIFE SA� PANEL FLORIDA BUILDING CODE (Won MAh Vetlocl�ty N[ am Zonv)! <br />24 CAGE GALVANIZED STEEL STORM PANEL f In, <br />ME C;�17.,, GLOBAL PROTECTION PRODUCT% LLC. DID'A)l'�U7 <br />-0-104--a <br />-4- _Z <br />SECTION AnA <br />i N-6 X_W_ <br />W-A 9 y <br />3m <br />MIA, .11-: =M =MA."', 20-175 <br />OLIVA A, T4117 ��, PE F Is <br />CVAT" <br />.ET s2) q <br />TAKD" <br />R 9 0' OC <br />_A�) <br />1, MAX, <br />PARE1, UTNIIIIH <br />nxmim <br />oN SHEET 12) <br />ne WOW_ <br />PLArt <br />REQUAW <br />R-t�� ot, <br />�Rm W/ StUD <br />WOOD <br />WAU-MMIM" <br />I INSTALWON ARE ONLY VALID FOR ASS D, DES04 <br />PRESSURE RATING CS ip..J) AND PANEL LENCT'HS AS <br />PER ELEVAMON ON SHEET 112. <br />2, FOR NEW WOOD FRAME CON", UCTIOIL WOW <br />MEMBERS TO BE $OUTkERN1 PINE No 2, W/ SPECIFIC <br />DENSITY OF 0,!6 OR EOUAL <br />IN <br />PANEL <br />(SET I <br />ON S) <br />1AMOR 1,� <br />P a q* am PLATE <br />MEOW <br />papffig=m <br />UM <br />W. <br />.ENGTH <br />TVAT1104 <br />ET 12) <br />(VAUD ONLY FOR PANIEL(DINSTALLARONS AS PER SECTIONS I THRU 6, ON SHEETS 4 Ar 5) <br />12M SHOP, 11 lop Aw"m Typt & SpAcm fOR 40LI'MuloNs olu WOOD PROWS WORM <br />AMNWw AWNHOR GPWN0G AND &*WV# M DOTM= ARt mcmw as INIS wlzm_- tomi�u <br />Im IVAN WRATED Oft $aMIa AMM AWW" "60% If' AAJLTtNnNC SPACW1 SHOWN Ch <br />stlmtwu ot THE fl)Lto� tvTnl to " 000AT" lo K pos-vmr� muCILD sww <br />cepARD, tANG rAV" JPAA_ NOM St tM THIN 9NMuV 0144#4 AMOm FOP CAC9 MMA 1"�E <br />THs $01GO'kI. <br />_aq <br />I <br />ANCHOIR INK <br />e� <br />-_ <br />w"mum Ametw sp*vm, W) <br />;"MoMm, 'ro�tL 5 <br />4/2 a -ur 4 <br />FACTOR <br />A SEE #1 FOR MAIL zs'a <br />r1l <br />DESIGN LOOS MAX, PAM! LENGTHS WHEN SPACER USEM <br />'TAEU <br />A�S,D, OMM LOAD <br />VIVO" PANEL <br />UNM <br />40 PSF OR LESS <br />C-8, <br />* 40 PSF TO 50 PSF <br />6­2" <br />* 60 PSF TO 60 PSF <br />A MAX- PANEL LENOTHS ARE ONg VAUD FOR INSTALLATION$ <br />W/ SOLID SET ANCHORS & W1 SPACER AT 12 1/2" 0,C. <br />."w Tum 04 24 DAGE "MWED STEEL STORM PANEL <br />LTECO,.,, \ GLOBAL PROTECTION PRODUCTS, LLIC. <br />'W'L' <br />61 smKU <br />oome fw�zlla <br />IN5T_ALLAJTQN DETAILS <br />FOR LIFE SAFETY <br />INTO POURED CONCRETE <br />OR CONCRETE BLOCK <br />STRUCTURES <br />I/.*# TAPCON,____ OURELI 1/4-4 TARO* r, 1101,110 <br />ANCHOR V q' OICI m ANCHOR 0 9"OZ­ _01"ZI . <br />114-0 TAK014 <br />ANCHOR a 01-6x,- <br />"'No <br />1/4'0 TAPCON, Sm ED <br />AxCNoR 0 a, -9. - <br />COHPCGEPL BLOCA, <br />V­�z CONCRETE $-OCM <br />coucRETE sLou <br />CONCRETE 8LOC9 <br />i0o' <br />PEOUIRED- <br />C2) <br />-CM, <br />02 <br />CAD* <br />10 <br />10 <br />Q) <br />"EFARIL <br />IST1MOTION <br />A <br />10 QLASS. I- <br />7- <br />GLASS <br />A, <br />OL <br />(%W Ink ma <br />x <br />RMEL LENGTH <br />mo, <br />PANEL XAWGTI4 <br />m, F."IL <br />PANEL <br />9 1 <br />vwx <br />LENGTH -1 67 PANEL <br />4 <br />ISEE ELLVAWN <br />4 tSM rUTVAr,0N <br />(scr ,L.4vAvN <br />11 1 (SEE ELEVATION <br />0 <br />SHM 12) <br />0 1 ON SHM 12) <br />ON SHEkl <br />12) 11 1 ON SHEET TZJ <br />d <br />A <br />�T <br />It IKK I <br />To CLASS" <br />TO GLASS, <br />it <br />�F <br />L/2 <br />vr GA, <br />hie <br />EQ <br />om� W" <br />A <br />U4 <br />A41-c.. <br />o' <br />ON <br />_Z. OR, OC <br />mcl"OR 0 91 ox, <br />ANCHOR 0 91 O.0 <br />ANMiOR 0 91 CC� <br />_G ME OR <br />CROEWMARED, <br />Evvfuz POLWD CoRmTE OR <br />EYIST011C POURM MIXRn OR <br />FOURED CONMIE OR <br />_tDNQAM BLOCK REOURED, <br />-CONCRM SLQCX qmunm, <br />_EXISTINS1 <br />dONCRIVIE $Loch P'twom <br />WALL M U <br />S&xf 3/3- <br />"'004 1"040, <br />SCALE 3/8-1' <br />�m SNIXIS III FC* <br />AAI(I4� AN04M Tft <br />TYK4 SPACK r(W WALL0104 Win <br />WOOD NINK ou"e", <br />#NWW A*--" S14VAIDS AND MWQQM <br />NCL 44187 <br />z W.. <br />FLORIDA WILDING CODE (Non High Velocity tju�ll COG Zone) <br />vm ommcE ARE MC-70 Ok TAS .Wwftum <br />W LXL R)e ED, LMIPAN VfDoub =21- ­_ <br />INI'ViOULE REDWE <br />= <br />STATE OF <br />f P1 <br />24 DADE, GALVANIZED STEEL STORM PANEL <br />Of JAILTIPL�m SPAOND <br />14a TH: ro"Lovois <br />00, <br />lHIS RmIrN To DE <br />ROWED SPACING WAAMEO LOW <br />"41 A <br />I L NE C 0-1 GLOBAL PROTECTION PRODUCTS, UC. <br />ow 'W "4 51 S"'M <br />fAcm SHALL IWT HE Lm _m" <br />OMPIRA; SPAP44 IMMOATED FOR ZCH 0M <br />1141imakU f <br />f <br />OWC�. =14 <br />wcop Te"t an T�95 ScHro <br />INSTALLATION DETAILS FOR LIFE P <br />INTO WOOD STRUCTURES <br />-WOOD HEADER wow vWAfxR <br />Amino <br />-1 <br />L/410 tOWN TAP�T <br />o,r- C 61 MCI <br />C2 <br />u <br />LD <br />tam. VIV <br />PANEL tENGTh <br />PANEL LENGN (SEE ELEVATION <br />It <br />0 (SEE 09 SHCEI 12, <br />ON SHEET, 12) ji <br />D, <br />1, <br />C GLASS� <br />T1 <br />EO 12 <br />EO� " It- <br />I <br />_1 <br />WO0,O_ PLATE, <br />REOURED 1,/4-0 PAW WTE PLUS ASWRED 114-0 PANELNATE FLUS <br />a 12 11r O'C' ANCHOR 0 IS, i1r UC, <br />'Non Hl h Velocity kurtcort <br />4416 FLORIDA BUILDING CODE a Zone) <br />W, <br />24 GAGE GALVANIZED STEEL SIORW PANEL <br />1� ONLY VALID FOR MAX, S, STATE DOM,* a-, <br />INSTALLATION ARE A.S�O� <br />RATINGS (Ps I) AND PANEL <br />OCS(GN PRESSURE , ION PRODUCTS, U4. <br />LE44GTHS AS PER ELEVATION ON'SHEET 12- Q n IL EC0j GLOBAL PROTECT <br />VIOD SIX t I snw, <br />2- FOR NEW WOOD FRAME CONSIPIJCTION� WOOD NAL <br />PINE 20-175 <br />MEMBERS TO BE SOUTHERN No 2� W/ SPECInC <br />BEWSITY Of' O.S5 OR EOUAL, ... <br />C_ <br />-Cu <br />> <br />0 <br />(D CL 0 <br />CL 0 <br />Cu <br />0 W <br />(D 0-0-0 <br />0L_ C) (D <br />0 c- C= 3: <br />C= = .0 UL- <br />CU C) -0- 4- Cu <br />CU 0 > <br />w -0 E 2 <br />Cn (D <br />In <br />CU 1.0- <br />C/) < <br />C, <br />'i Cl) <br />Cc C11A <br />�_Cv <br />cc W <br />CM <br />Cn <br />-4-0 <br />4__j <br />U) <br />=3 <br />0 <br />L_ <br />C/) <br />0_ <br />0- <br />C- <br />0 <br />U) <br />cn <br />Lu <br />SHEET NO. <br />SH <br />1.4. <br />