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I _2 <br />MA"TA`,Pm INTO <br />Is T OINE'm oft, wo'i" <br />1114) slow <br />w Ak <br />ANA, .1wL <br />AM 0 V."A TPIN', <br />#11 =0 -1- *100. _T 2 <br />w, A <br />1/2 T" <br />ny, Top A kmAI A, lAkull" AP. vill <br />Y <br />%CAL_- Ip*-i, <br />77-t-777,77TW OU, OR PAN, <br />MULUQN-.%QHM= <br />SPAN tFQ TUBE: OULLNTO <br />SHE"pi 0 A) At '4000014!N, <br />T A 0 k*. <br />Ta Ill To pfo�-� <br />Ka, — <br />P., <br />IV 1 AT <br />MIT FRITIOX tL ik A` I <br />0. V1,011 13 Me't, A 1-w TO -,1 2",, V. i/m, No� 44167 <br />4, <br />5PANS Y FOR %EWN PREIMW RATWO FLORIDA WILDING COOL (HIgh, Veloctty Ilturefearts Zoos) <br />LOT To o f, <br />A <br />SECTION 1 �Ipk �,�,ltopjo 20 GAGE GALVANIZED STEEL STORM PANEL <br />SCALE 3/6-1, 0711510" <br />IT GLOBAL PROTECTION PRODUCTS. Lm NOD <br />I "LTC 0 <br />NOTL MUW PARELS ON <br />S%;kA,A%,9E #�W <br />OR R WOU OF OPENING. <br />— obl,=- <br />Pz, WAIT" PE <br />E�ftm aul;4w son 7 m <br />INSTALLATION DETAILS FO"EGULAR PANIELaj)_" <br />INTO EXISTING WOOD STRUO—Uff.S <br />A, <br />VIV A .A <br />k I—.. tu.— .Von $TA, <br />AN, <br />_-T ------- V �- <br />4u <br />E A, r <br />01-=aPAN <br />�A <br />i- P;m <br />w. <br />JH1EAUAILQtL_=_AL1ERNA11YLM <br />Scs", Ile - I, <br />BUILD== _1w A,— <br />Abell <br />HWA"MON - ALMNATNE I <br />SCALE-' 1/4- 1- <br />A muNG it am mougn WALL & ELM M <br />- ALTER14AW INVAUMM - AMWM AW <br />(SEC110114 AT TOP IS UMnD TO +%,5-67�0 KAX, SCALE, 1/4- 1- <br />INSTALLAMN KSD, DESIGN PRESSURf RATING) <br />SCALF-- Ile I" SCALL' 1/4' 1 <br />F�11 <br />rAAOR MOUNTING <br />INUALLAMON - 31=10 AAW <br />Tj SCALE,- 1/4' - I' <br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS' WITH kS,D� DESIGN LOADS <br />UP TO +55.5, -724 PANEL'S LENGTH UP TO <br />P�ItLf'AND <br />2. MR NEW WOOL) FRAME CONSTRUCTIOW WOOD MEMBERS TO BE SOUTHERN FLORIDA WILDING CODE (1119h Velocity Hur cons zjonbl) <br />PINE NO, .121no r0sm m TIP <br />2, W/ SPECIFIC DENSITY OF 0,55 OR EOUAJ_ No. 4167 20 GAGE GALVANIZED SML STIORM PANEL PAW WII <br />_QF AL PROTFC N P OU I LI.C. <br />TE Oil TID RO CTS <br />GL "OF rx, III grim <br />�Avr, <br />mr; <br />NG BE 0 Rilb� ENTINNECRING C41TWP mvC I=. <br />TOP BOTTOM MOUNTI I Zii7� SONA <br />COMBINED IN ANY WAY TO SUIT ANY 271* 20- 176 <br />NSTALLATI ON. <br />_j 000,t <br />44"in, <br />CONCRETE ac"OR$ COMPETE ANCIVR5 OW'ORVIE AAACHURN SEE someoAx ON SPAET <br />(SEE SCHIC-PuLL NEE VD40TILE 0A MR wow ScRw� Sm SECT" OR Siw Is <br />OA� & <br />A) SIRS" /4. 2/4. 2A(4 3/4- iw/1 5 2i W/ <br />4/4 <br />MORED CONO Im. <br />-wa, fqw <br />t..,50- k6\ — <br />anF9 <br />POURED r <br />-MU`Rw <br />I[ ILI <br />r, <br />u HJJ j <br />-ItIll <br />T' 9­-1, 1' 1 I'T I I I I <br />D.- PAM L) j WITATTIR PAPW (MICRON PAIIEL) <br />11 SHOT 14 1 lFult, PAWILT <br />ffoR IF,. W..'Erruh, I <br />F m41— m <br />- _,- I r-. T j <br />"V'R, A - It 14 <br />STW 0 12 qt�' ox, H, STUD 0 12 1,17 OX, <br />RE I --t <br />I MITI, E/8- W.. ivat n <br />ISO, art y M 1-11-L, 11-1-L I-- I L 1-14- <br />`jF"­`- <br />*Ff-f <br />(SCE Oro" 1/4 <br />1 <br />& VIA) <br />6r, LOCATM <br />I DEC DVAN5 I/T4 <br />PDL*ED to bc I <br />OR Q0KRm <br />RORM WAU, <br />RMANUT <br />A 2^ Wk & Iw/15 <br />ALTERNATE LOCATION <br />014 LIFE SAFETY PAWL <br />AREA */NO LIFE SAFETY PANU$ I LOCATION �F (SEE NOTE TKILOW) <br />RETU PAN N AN <br />Lm FIT$ W/ 0 RAESTy <br />Y z W/b RECULAR TRACKS <br />awil Owl LAW PAN& BE INISIALLEO AS <br />on UFE SAFEly I'ENNIS SHIN4 <br />SCIIEOLU FIR <br />S,w 1.18 OPTION JIF1 AIWA e;=M50 KANOUE <br />16 <br />REQ1000 TO FROM INSIM <br />Do scmett" OF STAUT�TURE <br />M11 <br />S1411:1,4) <br />WALE <br />=-.101110AJ SCALE; va- A, I- SECTION SCALE! 3/0* - 1* <br />41-1/4- A_ <br />x PIP <br />r UVt SAPEITY STORM PANEL CAN BE LOCATED AS AN END PAN" (FIRST OR LAST PAWL) <br />OR AS AN INITERIOR PATEL, �AW PAW1 LOCAOCTH IN BETWEEN ENDNPAN� - IT <br />q(j�, <br />LIFE SAFETY PARELS MAY OR MAY NOT at INSTALLED ADACEfITT TO EPLI PANELS �g* <br />(W/ OR W/O RED" TRAM.) ft-F "m I <br />2, OAK E�ja PMM_ CONSISTS Of' 0435�1 CALVANTZED STM STORM PANEL AS <br />PER 2 Or DRAININtL <br />.,SgW SCALE I' <br />INS ISELF TO BE REM&vM OR iNSIALLED, F90M THE N$iOE Of <br />STRUCTURE. <br />-i `RRN <br />J, LIFE SAFETY ON 9" ro <br />AN E06 <br />JINTES COMP CUT WM`A T <br />BE COMPONEjJASR r Sj�,72TMOFCKT11405 BRITONS, <br />Y <br />COMPON[Sur �Y BE INSTALLED WALL OR FLOOR MOUNTED F0,1LOWING SECITICAIS I <br />2 ON THIS ON <br />SHEET, AS WELL AS DETNILS 1 4, 2 $HM 14� <br />gh WWI <br />FLORIDA BUILDING CODE (migh Vejowelil, No cons zone), <br />,k M;,i. LENGTH FOR COmPOND0q).m 16,� z IT— <br />i i NO <br />M.. ANCHOR SPACING MP COMPONVO 0 ANCHORAZE AT BOTTOM IS OVER Eft <br />20 GAGE GALVANIZED STEEL STORM PANEL FPI. <br />SCHEDUTILES 1 & 2, SH11T T4_ 1 WWI W, <br />CDJAPONENT (5) MAY BE PERWAKENT 'IV. REMOVABLE, <br />QVINVITURN <br />GILOM PROTECTION PRODUM LLC. <br />b, SEE DETATI-S FOR INSTALLATION IWO WOM FRAME ISLYLVINIM ON SHEET 1�, Wo " 513 <br />IL IECOimi.. <br />�14 <br />SEE SHEET 4 FOP. DETAIL APPLICABLE TO THE NECTESSIN FOR IRE ti,$74LA�Lnil F a IRSVPIm* r=m NY T2 ww_ 20-f76 <br />Sf'ArEn AT TRACKS INSTALLED ADaACENT AND ISMIN) TO STUCCO/W003 BA14mlor PINLI _04ptlm —1.01M 1-101" )MI-7545. FAIL <br />DA-i'Acom <br />WALIER A 4,� P-t <br />DE "UNS, I To <br />Arm MY <br />OF <br />.Soh. _?gv <br />7­�* OR USS 2 /4� <br />I THAU 0 A 7 <br />2 3w <br />1 RIAU 5 4 7 <br />To 11�21 a-! <br />2 <br />go if m Am m <br />IOL-M VV Vj4'#-2s;tj'S_-, I, WASIAT 9 DSORAP A, 46,SM tr FANEL <br />wo Owy MITT PANELS oi& a As PER SECTIONS I -a" 7, ON Slims 4 * m <br />MOMIUM A -SO, <br />OESKIN <br />TOWN CF W-0" <br />AwMan spaw. Am Em - 3 Ilr <br />CALK-W —7—pmaAMTz <br />puls <br />IQ <br />-ol <br />CONcam <br />j N/A N/k <br />N/A <br />P. <br />N/A III^ N/A <br />b� N/A A/A <br />a. N/A <br />__!/A N�l IT/A <br />E. "/A <br />57 N/A <br />2 tuanow <br />�E&� -72-0 <br />08 Im <br />r R/A - <br />VIA 4^ <br />VIA <br />IT, "/A N/A <br />0. <br />v* <br />— — <br />"-S- OR Loss <br />91 A/A V� R/A <br />C NIA 4 N/A <br />A'A. VA <br />0, <br />I Tot <br />IT/A Ill <br />E,j, <br />LONG Won INSTALLATION_P��R <br />REGULAR PANELSJ) <br />& I -A <br />ws, * a Ile o.,- POR <br />140"Im UNIT'le UP 10 e-w AND f 1/4' 011. <br />INTO <br />EXISTING WOOD STBUQTAM <br />IPR uNcTim up Ira w-r u- I* it <br />PARMAJAIE VENICE ID OR PANELMAn 0 <br />M 1/2' O� C. MITI I LlW W. THREAl <br />rVISE7FATUON TO NOW" FOR ALL LOW" TV <br />Wsia <br />77" �M <br />E� <br />NOt 6 v <br />Mt- <br />P` <br />saw "Emp <br />.00II'm <br />IT <br />AuRm IN <br />ALUANWYE-M <br />I ON tot- <br />10 OLASS, <br />, V <br />I. m <br />J <br />ED <br />m <br />ED ED, <br />Sid, L" aRl 01,51111c; <br />�T <br />I'm <br />RMUM <br />PA)y <br />* Sol 'S <br />OR 4.0taTHE Up III sl�cr AND z <br />T 'ANDL <br />w"l UP <br />"BANLI 1 00 <br />1/1' 0` 1 "1" 1 <br />-s' <br />ZLINA, IN MCI <br />TH, or vasm wow "It FOR <br />ALL L"MR, LIP 10 W-e M., <br />T;�4e POPE <br />0 <br />SCALE E/6.1, <br />SCALE I/a. i <br />A <br />NOTE SHUTTER TRAM <br />NOT SHOWN FOR CLARITY <br />SC4- 3/e*T- <br />1, NSIXIAMORS 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 8'-S' <br />FLORIDA <br />BUILDING CODE (MIgh Velocity HurrIcINTs <br />Zone) <br />2. FOR ATION WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN <br />PINE NO, 2, W/ SPtCIFIC DENSITY OF M,55 OR rOUAL <br />71-- <br />JET <br />AS <br />.20" 14.1700. w11 <br />20 GAGE GALVANIZED STEEL STORM PANEL <br />Top & BOTTOM WOUNIINTISS CAN RE I <br />"i viva <br />��S� El <br />'"M C �0- - -, \ <br />IL <br />a a alalmm"a tolo"t, <br />GLOBAL PROTECTION PRODUCTS, <br />INTO ILIL III <br />20-176 <br />COMBINED IN ANY WAY TO SUIT ANY <br />TAM <br />INTI RUHUNA­.M <br />INSTALLATION, <br />tot C <br />STUDS 4 <br />T <br />a <br />NA)ffll A", ux <br />J MP 0 Slar AN, PARK W 90' ttARntl M14 0 r SN, MWIDIF 0 AIWOT APMAS11 TO <br />MTN <br />SE & JAA�GMUM PA14 <br />PfRN;1*E <br />PATTITS, ft`_t�T <br />CONATRETE <br />OF THEM <br />t49,2 -S1,5 <br />(BOTTOM) <br />7�-e OR LESS <br />4nlo -66-0 <br />4� <br />2TS-0-TtwW—) <br />-7zn <br />2 1/2' <br />e <br />3 lly <br />2 ISCITTom) <br />T-6, OR LESS <br />I'sSm -720 <br />1/2, <br />A/A <br />2 (BOTTOM) <br />�,I- 6- to 0-0-1 <br />-72,0 <br />N/A <br />-/'A <br />2 (0W7O%)_VT-_4` <br />TO 8--_rj <br />STUDS 9 evon, <br />OVERLAP <br />VO <br />2 Z2 RkV <br />vs, ml� oa� it t <br />x* *P. (CASE 0 1, <br />(9OR <br />ALTERNATE <br />LOCATION <br />AT END PAAl <br />I/4� SOL jj� SPE, '--thlERSOR PANEL '-END PANEL <br />"O"'Cut <br />3 2 MR — #2 FOR <br />Aj ANCHOR MIP, Aht <br />SPACING SPACINC i <br />IQ AQHEQ <br />Sal 3/W - I' <br />1MUM_A4&A_1IE$WN_ERESM RATINa (majj A" <br />MAXIMUM PANEL LENGTH -0 <br />,AUT., 04mm <br />omomok <br />I'wa. -Ttv T.'r 2 w <br />SEE SHEET IS POR m0ow ror * SI-100w Am INTO Wm Flualk SUM&M <br />MINUOU AT"DIM SPAM" Al KAMM mm 1ACIANcE ARE "NoPAR11 ON III$ SPEwu "m <br />"I mm TUAN RVICAM on 5c"mat REDUCE AND" SPAXPOS AT VACM <br />SNcAW 04 Scf�, Of THE fmLowm FAM", faa INS OPOATION TO RE POSWLF- <br />PERM ST"Now off"A"M IONIC Ow-m WAL NOT BE LESS THAN, 0"I" &I"K, <br />NOKA110 PER EACH ARCHOR TYK AT MCHM LUITIll <br />ANWAM Tm <br />1�-� IAPHNAP <br />waiwm <br />DESTI <br />AS,01 'm <br />PRESSURE <br />AOING <br />lSA _721C <br />OF LESS <br />m <br />ma <br />0 <br />NAME, MY FOR <br />AS PER SECTIONS I THRU 10, ON SHEETS 4� 5 & 63 <br />WMATIN ACTIONS SRAOM <br />FORI ED, - 3 1/2- <br />IMTON <br />Or TAR-IRIP <br />CAW-0, <br />_ <br />—TTo <br />;� � <br />-___7 —To <br />—.m SET— <br />— To I <br />st m&*w <br />Chm <br />To mrWT I mmmm <br />To CONGIrm .p. <br />CONCRETE <br />TO <br />to IONORENE cm"Em to CONCKM m%mm <br />To CoNoRm mwRm <br />cow"AIMON LENCYN 'L* 00 <br />OF THEN <br />BLOCK <br />aLam vuwK <br />at <br />NIA <br />N/A VA <br />1� N/A <br />6_j_�/A 8- N/A <br />N/A NIA <br />I lymp) <br />72L <br />M/A <br />6 a, <br />— <br />8, 6 ll� IT- <br />III NIA <br />1 (BMW), <br />a- <br />1� N/A <br />N/A /A <br />N/A <br />2 ItTop� <br />__!/A <br />__!LA_�/A <br />NIA <br />B __!/.4 <br />R/A N/A <br />N/A <br />1. 141A 1. N/A <br />.7, A <br />2 _(amQmL <br />a, NIA <br />N/A N/A <br />I�A <br />II/A a N"'A <br />N/A N/A <br />3 & 4 (TQP) >T­5' 10 W-e <br />4 <br />NrA <br />N/A. N/A <br />tf/A N/A <br />6�1 <br />6 N/A <br />61 1 6 <br />/A <br />�/L_ <br />A <br />—t/L- N-/A_ <br />(8110M� <br />N/A N/A <br />NIA NIA, <br />4 (8 <br />(8017 <br />N/A WA <br />12 1/2* 6 Ir� <br />1/2� 6 1/4- <br />6 1/4- 1 h, 1/4� <br />NIA NJA <br />5 tTOP/W7TOM) <br />141A NI/A <br />12 1/2* 6 1/'4' <br />12 ;/2- 6 1/4- <br />6 1/4' 1 6 !/A- IS 1/4, P 1/4, <br />NIA N/A <br />6 (TOP/lBOTTOM) �e-B- TO IV-2- <br />N/A NIA <br />1/4, N/A <br />6 1/4' N/A <br />6 TIC 1 6 '/4' 6 1/4� r, 174 : <br />N/A N/A. <br />6 (TOP/BOTTOM) TO 11-2' <br />N/A N/A <br />N/A N/A <br />__N,1A <br />N/A N/A <br />_77_� /A 6 1/4- 6 1 4- <br />6 4/4' 1 6 1/4' <br />9� 10 (TOP) <br />R/A N/A <br />N/A NIA S, <br />6 f/4- 6 IIA- <br />a (BOTTOM) <br />12'-A' OR LESS <br />r <br />N/A <br />ILI <br />N; 7A /A <br />N/A 1. <br />N/A 6 <br />5 <br />(WITOU) <br />:W�/LA I �.W/A <br />NjA �N/A <br />- <br />JET/,. <br />No, 44167 <br />20 GAGE GALVANIUD STEEL STOW PANEL <br />MARK, IN, <br />STi TE _rg C '""7­0 'GLOBAL PROTECTION PRODUCTSA ILC <br />"T <br />JIL <br />A`16 R ste __� AwSm, 6TIKA <br />OW4 IT. <br />Wi w <br />�21'�7: <br />AL <br />INSTALLATION DETAILS FOR REGULAR PANEk$a_&_U <br />INTO EXISTING WOOD STRUQUM <br />-10 "ANDA'Alf 11-16 #14- V-10 PARCUAl PLUS <br />__44 P Z <br />I ",A� D.� W, J�S <br />'WjKIN 70 1HREAM PENVERVION To <br />HEADER voVAN; WITOO HFADOR <br />OUSTINC WOW REAM <br />z <br />2' <br />WOW FIADER <br />REQUIRED <br />"'A"R <br />ON SOT 90*0" <br />g�rrr a , ON Sa saemu 04 <br />TI It <br />FOR IV` MARA An, <br />WARMTON <br />LURSO, Nw. PAN11 LENOTH No FvAD_ LENGTH <br />PAN <br />(SWE NOTE 1) FF NOTE 1) <br />(sar Holt 1) <br />, 0--t- 'IF, R, w <br />j.1- j­­ <br />-- - ------- <br />Cf <br />bft Sox <br />OF v MAP <br />MNX <br />L <br />axe 0 12 Ilr cc, � i i­ <br />mw mw 6, <br />Ell. <br />1/2- <br />40.6, <br />2-w wow I, Y,4' WWII P�ATE 2.4' WO <br />1-10 PANIELPIRIT PLUS REQUIRED 6D PLME <br />_w - '+_ _1_4 RECLINED <br />RECKNRED "'t I - , <br />1/4, W/ 7/0, AVN— A, <br />MIDIME, Of PLAr- <br />1/4*e LAS SCNEwS 0 <br />5 ac� SIAODERED <br />SIT I <br />Ill= IPT=116- <br />AT mmwqnH Of PLATE <br />SCALD A/a. I P2E0__MHj_ WA 113rALLADW <br />SCALE 3/6-1, Sua 3jV-1- <br />1�� INSTALLATIONS FOR ALTERNATIVES OW, STW At IOW ONLY IVLJID FOR <br />SUWWS WITH ASD, DESGN LOAM LIP TO +43,8, -44LO p_tJ. AND <br />PANWS ENGTH OF TO 12'-4' <br />2. FOR NEW WOOD ER" CONTSTNUCOONI WOOD MEMBERS TO BE SOUTHERN <br />FIRE NO, W/ SPFQF'tC DENSITY OF 0,55 OR EOUAL� FLORIDA BUILDING, OODE (Nigh Velocity Hur care zors)l <br />S o= ul AA` <br />20 GAGE GALVANIZED STEEL STORM PANEL <br />MOUNTINGS CAN BE <br />GLOBAL PROTECTION PRODUCTS, LLC. <br />COMBINED Ol ANY WAY TO SLAT ANY <br />PL Rm"W., X <br />INSTALLATION, <br />TOP & BOTTOM <br />.1. 1 . / (m)"P-0707 <br />NA <br />Sm/woommIciat <br />INSTALLATION DETAILS FOR QPTION # I FOR LIFE SAFETY STORM PAHEL-5YaT <br />;zt-- 1— INTO EXISTING WOOD STRUCTURES <br />:LAI <br />TT <br />01 <br />4—, <br />*I. KAM L <br />Room" <br />ru. *,U"4* lmopa ALTERNAINE-A ALI R IYE-, <br />4 <br />OR <br />A "it <br />i Lj <br />ALIERNATIVE 3 AUERNAj&_F__4 <br />N <br />fat 0 to ALTERNATIVE WOOD FRAME CONDITIONS &_AN0Q&_LQW19N$ <br />PAASUAATE PLU5, 11 r otl- *Q,41a, UTAI AC" KIr - I' <br />T100,051 PENVIUMON, III wow <br />PLATE SP41TEII ""Auld, ROT` sish" rok com"T <br />)NALL MOUNTING IRaTALL "JO oog <br />. , io,", <br />ALIERNAME--tW 0,-N ­ ........ <br />7 <br />FLORIDA BUILDING CODE (Nilgh Valocil IN loan Zone) <br />E 20 GAGE GALVANIZED STEEL STO <br />% IWASIN - <br />i, INITTA"A'dIRS ARE ONLY 010 MR WiINTRIGS WITRAILIL DESON LOADS UP TO -0 07/a/202 <br />NEW WOD MONTE CONSTRJCNW� WOOD MEARIM I- RE SCUTUM : _> AM \16LOBAL PROTECTION PROD <br />/ M —Le c —o7. 480c....1 <br />-724 PO 040 PANWS U>4M UP TO W-W, 'n <br />+S&S, s" n-,-t po� UCTSS LILC <br />R,. I, wj wicire -176 <br />:I u� I.%[ qAE, job. ExI`Nc.)NAl <br />"O.'AIN 1 Tii!:11, - )KINA-71KI, <br />PE AN, - ��! i � ii�ii- <br />WLISA A, Pup <br />� A, <br />_f__0 <br />CD <br />—Cu <br />> <br />2 <br />ca. <br />0 <br />0 <br />CD <br />ca. <br />Cu <br />-0 <br />L_ <br />CL <br />MO <br />-1.-0 <br />0 <br />CD <br />-0-0 <br />= <br />0 <br />0 <br />C1 <br />—0 <br />= <br />m <br />0 <br />0 <br />t;=. <br />"_ <br />m <br />­0 <br />M <br />E <br />0 <br />> <br />"0 <br />Cn <br />a) <br />Cn <br />CU <br />" <br />CU <br />_II-j <br />0_ <br />.0 <br />Cf) <br />< <br />C', <br />Ca <br />On, C-q <br />,U) C= <br />At CIA <br />C <br />Ly <br />Q, C, <br />Ij If <br />E <br />C2, <br />W <br />=3 <br />U) <br />LLJ <br />5; <br />z <br />z <br />a_ <br />U) <br />ICU <br />0 <br />C1. <br />0_ <br />0 <br />U) <br />ICU <br />m <br />SHEET NO. <br />SH 1.1 <br />