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WEIN <br />-- <br />rav &W <br />DO <br />,!pe <br />+50A _7" <br />r-Ir ON tm <br />w <br />04mm <br />I INTO a a, 7 <br />*35.5 _�MtL <br />WI-V TO W. <br />2 3jr <br />UND&TED <br />I 1W 5 & 7 <br />_?Z* <br />W-e To 11�_r "`� <br />2 IjPr <br />a <br />_481) <br />12'--e OR LESS <br />3 IM <br />9 & 10 <br />CAUD ONLY <br />AS PER SECTIONS I WW 7� ON SHEETS 44 51 <br />I arm <br />',EtD,N <br />PRESSLIRE <br />OF THEN <br />EkPCw <br />OF <br />auxim <br />P*Aw*E FOWL a <br />PANELINVE <br />To ON." <br />qw <br />TO <br />TO!7I <br />vOuNtarm, <br />To WgRm <br />or <br />O/A <br />IVA <br />N/A <br />IVA <br />I M) <br />5, <br />N/A <br />N/A <br />er <br />dr <br />9* <br />r <br />I (WITOW) <br />or <br />NIA <br />NA <br />0I <br />N/A <br />R/A <br />I (Top) <br />ir <br />WA <br />414 <br />NVA <br />r <br />o/A <br />N/A <br />w <br />WA <br />2 OCITUMI <br />-fBa* ­,rlo <br />r <br />IVA <br />WA <br />W/A <br />jr <br />W4 <br />VA, <br />e <br />KA <br />j&4M <br />1�_r OR u3s <br />OR uss <br />Ir <br />r <br />r <br />r <br />It' <br />WA <br />'WA <br />VA, <br />jr <br />N/4 <br />4� <br />WA <br />N/A <br />r <br />51 <br />W* <br />N/A <br />Or <br />51 <br />Ir <br />W, <br />r <br />r <br />4,6 7 0=04 <br />WA <br />VA <br />12 Ijr <br />6 1/4' <br />t2 Ilr <br />6 ijfe <br />a Ile <br />0 t/e <br />It V4- <br />6 1/4� <br />5 (DOP/87110m) <br />I <br />W" am Owmm ARE ON IMS 50i�=DMJLL ft LOTS <br />BM V#XCAIM ON MM ANWOK EPACNC By WATPLITNE SPACING 5110101 ON SCHEDULE W <br />Im FOLLOWIND FACraft MR THE OPIDIATOW To BE POSTIMLL MOOED PACIFIC WIAIMOE OM FACTOR <br />DOLL &W SIR LESS IN" MOW40 VACINC PROPAM IN MON 09MM TM At AVAM VC014% <br />mosm Tm <br />AKHOR WAOINIF 04 <br />OA <br />ONLY FOR Pmais(f)& RINswAiTows As PER mmms I INRu To. ON sHom 4, s a a) <br />RAM" <br />MAMM ANCHORS SPACING FOR = - 3 I/r - <br />&LD1 DES" <br />TAPUN <br />CF ITAP-W <br />CALK-40 <br />PANWAW MAML 10 <br />PANELAIATE PWS <br />SOUD SET <br />APPLICABLE To <br />gemr$ f & <br />MAxa" PAW <br />RJOING <br />TO CONORM <br />CONCRETE <br />BLOCK <br />To CONCAWIX <br />TO <br />OONCRM <br />Boxx <br />70 CONCRETE <br />CIETE <br />TO CONCRETE <br />To <br />004mm <br />at= <br />TO CONCRETE <br />TO <br />CONCRETE <br />am <br />To <br />TO <br />CONCRETE <br />BLOCK <br />AN' COVINEWTION <br />OF THEM <br />umm v (o,) <br />9* <br />NIA <br />N/A <br />N/A <br />WA <br />1. <br />N/A <br />a, <br />�I/A <br />N/A <br />N/A <br />(10p) <br />1. <br />e <br />WA <br />N/A <br />Ir <br />S* <br />v <br />v <br />N/A <br />NIA <br />I I (BOTTOM) <br />11 <br />N/A <br />N/A <br />N/A <br />AVA <br />1. <br />H/A <br />fr <br />N/A <br />N/A <br />KJA <br />2 00p) <br />6. <br />WA <br />W/A <br />N/A <br />S' <br />N/A <br />5- <br />N/A <br />5" <br />W/A <br />NIA <br />NIA <br />2 (Wrrom) <br />61 <br />*)A <br />WA <br />NIX <br />v <br />N/A <br />a* <br />N/A <br />1. <br />N/A <br />R/A <br />N/A <br />4 At 4 (TOP) <br />OR Lm <br />4' <br />N/A <br />N/A <br />e- <br />a- <br />c <br />61 <br />r <br />NIA <br />N/A <br />3 WTTOM) <br />6" <br />N/A <br />NIA <br />NIA <br />1. <br />N/A <br />S, <br />N/A <br />N/A <br />R/01 <br />N/A <br />7 (TOP) <br />1. <br />v <br />N/A <br />N/A <br />1. <br />S" <br />1. <br />N/A <br />N/A <br />4 & 7 (BOTTOM) <br />N/A <br />WA <br />11 1/2' <br />6 1/4- <br />4 1/2' <br />6 1/4- <br />6 1/4' <br />6 I/e <br />6 1/4" <br />6 1/4- <br />N/A <br />N/A <br />5 CtOP/bOTTOM) <br />+504, -53.3 <br />N/A <br />M/A <br />-11 1/2' <br />6 I/V <br />12 1/2, <br />0 1/4' <br />6 1/*" <br />6 1/4' <br />6 1/4* <br />a Ile <br />N/A <br />N/0, <br />r, ow/wrom) <br />�e-r To 111-21 <br />+55.0. -72.0 <br />W/A <br />N/A <br />6 1/4' <br />N/A <br />5 1/4' <br />N/A <br />S Ile <br />6 1/4' <br />6 1/4- <br />6 1/4� <br />R/A <br />N/A <br />0 CIOP/007TOM) <br />W-W TO W-2' <br />N/A <br />N/A <br />N/A <br />N/A <br />Wk <br />N/A <br />NIA <br />N/A <br />6 1/*' <br />6 1/4, <br />6 114' <br />a Ile <br />III % To (TOP) <br />+43,11-45.0 <br />S" <br />e <br />N/A <br />N/A <br />NIA <br />N/A <br />N/A <br />N/A <br />fil <br />1. <br />6 1/4* <br />5 Ile <br />a (Eanom) <br />LESS <br />OR LESS <br />I. <br />v <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A I <br />8� <br />I '. 1 <br />6 1/4' <br />6 1/4' <br />9 (BOTTOM) <br />1X-e OR <br />N/A <br />I N/A <br />I NIA <br />N/A <br />I N/A <br />NIA <br />N/A <br />1 8 I/A- <br />1 6 1/4- <br />6 1/4' <br />6 1:/:+j, <br />IQ (90170m) <br />SM VfWM 1% 11 A"T'I't 1% 5 FOR wow <br />0 0=1MAUZ: ARE IN Two I�w sc��t FOR Lm <br />Moo "111=11=0 ROXICE ANCKOR SWINE BY MMIKWO SPAtW SHOINS ON SOMLE BY <br />THE FWADW40 FACMIM FOR r,% OPWATION TO BE POSSIBLE. REDUCED SPAM 0611000) USING 1ACM <br />*0LL Not or USE 0" "C104 INCITIM POR EAC" WNM WPE AT ANCHORS LIFINT& <br />490101 Tft <br />PANCLANYE <br />WL AOCIM VACK W <br />3 <br />3 <br />3 <br />3 <br />2,/2 <br />3 <br />Too,) <br />-3 <br />Imv*4 <br />3 <br />3 <br />31/2 <br />3.A <br />4 <br />3,/2 <br />AmmL ca mat aw"m <br />11 A�c <br />10 a <br />;_ <br />iff <br />*.To <br />1.40 <br />1 AS <br />- <br />1-fid <br />I <br />IT <br />I- <br />INSIA=QN QUAILS FOR REQU PANELS(I & dA INSTALLATIN DEIAILS E28 REGULAR PANELsa & a INSIALLABON DMILS FO REQU PANEU a A <br />INTO EXISTIb1fa <br />,INTO EXISTING MOD STRUCTURES 19 WQGD MUCTURES WAQQ STRUGUIRES <br />MLEMWWOU110 <br />. ED T <br />cm 11� co <br />ZZ _=0 PMELMATE PW$ <br />NINE /8' L" <br />THRIA15W PENET160M <br />DRUM W0010 SEAM EXISTINS HEI'm <br />tamOi w000 <br />I EXISITWO wow REAM <br />a* <br />IZI1 <br />A EDT- k, cm m C_j <br />OX r, <br />Izio� i 11. <br />to <br />c: LA_ a <br />A zAF*4jw CC <br />x <br />to 11 A 1� C= - <br />­T/Va <br />)1 7 VII I r to ant'... <br />kT <br />W, W#SE WOOD MEADER z C4 <br />wm HUM _0 <br />fe3m� <br />I WOOD WAM is -ILL <br />Tax sar sm ZME ON <br />90"Em" ON <br />SHM 6 <br />ON a <br />ON I MR FOR MA. sm"WR <br />MR Mh <br />10 W"% VALL Mou" "It"ME 1w RNME 2W PANEL LENGTH --- ?ES ­ <br />I Max. PANEL LENM M­ PANEL LENM tj W <br />MTALLATM SCALE 3/8-1- SCALE 3/a.1- IgN "T, <br />(SEE "m 1) (SEE WIFE 1) "1 `E`I;4t I (SM NOTE 1) <br />I <br />sour- Ile I* Zzli <br />;Owffm. I r,- <br />Age Mom <br />T <br />Q0_ <br />I I I I � sm wmgmu OR SWEET a I I <br />WE SCHEXPLE I W. - - <br />L ON SWEET a OLA1,1L <br />9 vr� <br />jum-m mu <br />TO CLASS. <br />BOX 5" <br />mom <br />1w OF OF IV mo <br />EO MW Um <br />I/C - I* _0 <br />go <br />av <br />ImmNa A Dmg mm*gIm WAU RM NOW0ING <br />ALTERN&M AW INSTAUAWNS - &.jEft%nT_V to 41, k > <br />EO <br />1/2- 1 <br />(secTTEIN ATmv, is LIMITED, 10 +55,5-8?�Q MO, WJJZ 1/4* 1' ,f I 1'r O.r_ <br />Asm, mIdN PetstuK PATINO) <br />_J till, MEN Ea <br />EQL Z 7-��j <br />%WLE' 1/4' 1- <br />SCAM 11r 1* 1,4 *00 WOE <br />T-� J <br />FOR ma LOOM UP TO 60 <br />W 0`01=M -Ile _W "I "N� <br />el 7 Z E4 /"1.F-- W&J. "0 <br />I/WA <br />/1 1/2' <br />1/0 OQ MR UDOW UP t-E-VIL 4 TZ <br />2�w WOOD 14-10 PANELMATE PLUS 21W we <br />rw PLATE OR v+_10 pAmwour KUALE 0 OR REOUIRED PENETRATION AT <br />PANDJAXTE PLUS 0 Sol/4' WITIVAM OF PLATE <br />I= C. WFIN I AMU= ff o1c, W, <br />4 LAO SCREWS 11:� <br />�=Mvlw= WOOD, ;mOR SOALE a/4.1- MID 71 X-FIr L <br />O.C. STAODEft W/ <br />AU_ ww"im, mv-e mm 2 <br />C = IP, �IK2"", <br />Alm AT OF PLATE <br />pig= woupmNa <br />PAR= 1""IAMN NOTE i SHUTTEIR TRACKE NOT SHOWN FOR "Am DIRECT WOW US INUAUMION DIRECT MOUNT INISTAILAWN <br />sw ILIX&R, MktMggw �_Imlw <br />smMm/8-1- SCZE am-1, SCALE 3/1W I' <br />INSjAR§jjj!!-!m AAW 1, INSTAUATI F R NATIVES SIR 1 0 LY kolowthy4b <br />SCALE.. 1/,V I- NOTES T BUILDINGS ALSID. N LOADS UP 70 +43A -48,0 p.s.f. AND <br />WrIH A S'M <br />FAWWS LENGTH UP TO 4' <br />EW WOOD FRAW NSIMCIZN: WOOD MVASERS TO BE SOUTHERN <br />1. INSTALLATIONS AJRE ONLY VALO FOR BUILDINGS WITH A.S.O. DESIGN LOADS 2. FOR N ED <br />1, ITISTALLATONS ARE ONLY VALID FOR BUILDINGS WON &S.M DESIGN LOADS 0 <br />+55,5, -724 tgtSTAN PAP�L GIMB UP TO 8'-B*, FLORIDA BUILDING 2!gh 10*1"Ify flu *on* Zone) -72.0 UP 70 W-W FLORIDA BUILW CODE (HIgh Velocity Nu Corte zone) BUIL <br />Lip TID RL&TON �gAE UP 10 45E.5, 1 PINE 0, Z W1 SPECIFIC DENSITY OF 0,55 OR EOUAL �OA DINO CODE (Nigh VeloccItY NU one Zone) <br />2. FOR NEW WOOD FRAME ERS 10 BE SOUTHERN = -1p BERS M BE SOUTHERN cam Itum INC. T`I rp <br />02020, W= INC, FY. 2. FOR NEW WOOD FRAME am W.Tm. oc <br />PINE No. 2, W/ SPECIM DWM OF 055 OR EQUAL No. 4167 PINE No. 2. w/ SPECIFIC DENSITY OF 0,65 OR EOUAL SM FOR r4MMMMW ORION or, <br />20 SAGE GALVANIZED STEEL STORIN PANEL NO. A 20 GAjX MVAMM STEEL STIORM PANEL 20 WE GAINANIZED STEEL STORM PAW <br />OWN W.. <br />S Wa/sw TOP & BOTTOM MOUNTINCS CAN BE TE <br />PRODUem UZ ST Ur MUL PROTEMON PRODUCM LLC. PROTEaM PRM=. LLC <br />gQr-m cm 5 Of OWBAL PNNCWN N= MONAnON X_SE�% We COMBINED IN ANY WAY TO SUIT ANY GW"L <br />alkATIN ot Swam, 11LIEC0,14C. 4" $.*. st <br />11LIEC0.7 , _\ 4M tW, III SPW TWALIATION. "JAW <br />III,= Amt. <br />FL R%xj C. <br />Ou 20-176 TOP & BOTTOM MOUNT043S CAN BE _ia 301, 2D-176 PROW 0114NM 034WO-WIT? 20-176 <br />ORA" ft. "7 #%ONE.. <br />COMBINED IN ANY WAY T5 SUIT ANY <br />70P BOTTOM M <br />NTINGS CAN BE <br />ANY WAY TO SUIT ANY IMF F-M.W.V% WA. W� i <br />Co a am !�-1 INSTALLATION <br />INMIION <br />c- <br />W <br />-m <br />> <br />0 <br />(3) <br />0 <br />CD <br />o <br />2 <br />cy) <br />0-2 <br />0 <br />L_ <br />0_ <br />C= <br />L_ <br />-2 <br />a) <br />3: <br />0 <br />0 <br />LL <br />0 <br />- <br />> <br />cn <br />-0 <br />a) <br />U) <br />E <br />(D <br />0 <br />_Mo <br />W <br />C1 <br />< <br />f mto <br />4 <br />z <br />WILL MOMKQ I W" AND a= MOUNM <br />SMN I SCAM- 318. - SECT= SCALE: 3/9' 11 <br />hQ111-09-1a SAFM Imam EAWJ SYSMA IbdjhLL&m,. <br />1, WFE SAWY WbRM PAX& CAN BE LOCkIED AS AN 04D PANEL (FIRST OR LAST PANEL) <br />OR AS AN= 1AHEL CAW PANEL UXATION IN BETWEEN, ". PA..S)� <br />LIFE SAM PANELS WAY OR MAY NOT BE OWALUEO ADJACENT TO REGULAR PANELS <br />W OR W/O REMAK TRACKS) <br />2. Wirt PANEL CONSISTS OFC.034' GALVANIZED STEEL SIORM PAN11- AS <br />Put , SKEET 2 OF OWNG. <br />90. <br />THIS ITSELF TO BE REMOVED OR MWALLED, FROM THE INSIDE OF <br />STRUMRE� <br />UFE SAFETY PM EGUM TOP TRACK TO BE COMPONENT W a BOTTOM TRACK TO <br />BE W <br />It THIS DRAWING. <br />00 <br />A' <br />I OR FLOOR MOUNTED MLLM14G SECT*NS I a <br />COMP.= jr <br />2 ON THIS SHIM, AS WELL AS OUPAS I AT 2 ON SKEET 14, <br />Al' <br />A WTI, LOWN MR COMPONENT 4D IS W. <br />Mm ANCHOR SPACING FOR COMPONENT VANCHORAJX AT WHOM 6 GIVEN ON <br />SCHEDULES 2. SKEET 14, <br />COMIACKNIT MAY BE PtRMANIENt 09 REMOVABLE. <br />r <br />.5 SM MALS FOR INSTALLATION WTO WOOD FRWC EILULDINGS ON SHEEF 15 <br />6. SEE SHEET 4 MR DETAIL APPUQAB1E TO THE NECESSOY FOR THE WALLATION OF <br />SPACERS AT TRACKS IWALLM ADJACENT AND BEYOND -TO grUCCO/WOOD BANDS, <br />Elm "MI <br />L*/4 V4, 21/4, 314 4/4 <br />L*1. i & �W/115 L*1, & TW/15 <br />A,=ET L <br />AREA 1 <br />ON, <br />LWArM OF �FE (SM I'M Imim <br />W/O M014M TRACKIS <br />SAFETY PANEL __j <br />(sm I <br />B= <br />OPTION #1 FOR WEE SAF <br />STORM <br />FANELU) 6: CIA <br />ELEYMION <br />W.4t: 313r-l- <br />0 oo-p <br />.wm mas, <br />SECTION 8-6 <br />SC91 3/32--l- <br />w 92; <br />mr mu <br />(Om <br />(9 OR <br />MkvAim AS&! <br />Om" <br />vom <br />OF W-ONp <br />1 ck*-" <br />16 <br />PRESSURE <br />Z_ �. <br />To <br />70 Omm <br />I& TO <br />CONWIC" <br />X6 <br />'0049"NOXIM <br />OLOCK <br />oll"In ft= <br />1. <br />N/A <br />A/A <br />�/LIA <br />t' ! <br />WA <br />- <br />r <br />IVA <br />0, <br />+55.0. -72,0 <br />0- <br />1. <br />9. <br />gr <br />9, <br />::.-:± <br />o- <br />I (BOTOO <br />r-v Do LESS; <br />N/A <br />N/A <br />RIA <br />v <br />N/A <br />9' <br />N/A <br />6' <br />L NAk <br />I & 2 (TOP) <br />+M,D -72.0 <br />TO r-r <br />a- <br />7 t1r <br />9' <br />0* <br />1 (00rw <br />6- <br />-";/A <br />W. <br />N7A <br />I,- <br />VA <br />6- <br />xlk <br />TO r-d <br />4--t.1 <br />r <br />ir <br />8, <br />I 1 wm) <br />MAXIMUM ASA <br />OEM <br />PRESSURE <br />RATING f��.l <br />ago <br />A-P -7 1 0 <br />& <br />GET 0 <br />OF TrIEW <br />2 (00110M) <br />MV11 AMR <br />7-61, OR -Lms <br />4 1 2' i 4 Ile <br />+49.2 -51.5 <br />3- 1 <br />+52.0 -wo <br />3- <br />i <br />e <br />2 (BOTTOM) <br />-r-e OR =5 <br />+ -72.0 <br />2 11Z 1 2 1/2' <br />4- 1 31/2 <br />2 (B M) <br />r--S' OR LESS <br />2 I/r 2 Ilr <br />NjA WA <br />2 (SOITOW) <br />+55,0 -72,01 <br />N/A K/A <br />3. 35' <br />2 �!= <br />�-r-v To W-e <br />/_11 1____1 ALTERNA17 11-1 <br /># <br />NMI] Mki *q'ifft] <br />Gum <br />C - A <br />wow <br />SEE SM 15 FOR ANCHM TWE & TTPACW FM TIMIAULAMW INTO WOW FEAME VINLOM <br />mm" ANCROR WACM AND ww"M 2=0=131 =4001A.Z. I'm <br />SCRODULt e, Cam <br />ZrONME=W04 m 10 at V_ <br />990m SPACING 4WAINEM, ==mw LJr,%O=vv*0um <br />INDICATED MR PCH ANCHOR IM Ar ANCIEWI UVIND. <br />000 Tm <br />PLUS <br />w *am BMW <br />S <br />a <br />2 1/2 <br />a" ow <br />3 <br />.11-1 <br />iA <br />4 <br />AMW Eft UK wom <br />INSIALLABON DEIAIU <br />I LAS OCK" 0 all, *1 <br />EM QUION i I EN <br />WSTING WOOD <br />WFE <br />STRIXII) <br />5A, Y STORM <br />S <br />PANEL SMM <br />10 wow <br />X <br />J <br />4, <br />ED <br />ON <br />to <br />EQ <br />tot <br />owl", <br />M&O", <br />AUERNAVY9 I <br />ALIERNMIA 2 <br />1 IAr 14, <br />TO r <br />op. /74) <br />­41) <br />To QkA$S, <br />7 <br />ED <br />OR <br />ED <br />a- <br />E C <br />iL <br />WOMD PLATE <br />L <br />8, wa <br />ALIERNATIVE <br />3 <br />ALTERNATIVE <br />-4 <br />W** LAID Swan a Ir I fIr <br />1,14 e -C' OR <br />'j4::::rM2M`X MANX III OR ALTERNOVE <br />W90D FRAME CONDITIONS <br />ANCHOR LOCKION <br />PAMUMTE PUS a 6, Ox.=/Lr_ <br />Parm"m To <br />ScAL& vr - v <br />;Lww <br />,�m <br />NOTE. %Km MOO NET $NO" rm wwry <br />WALL MOUNIING INSTALLATIO <br />LIERNADYE <br />I <br />FLORIDA BUILDINO CODE (KIgh Valachy 14u COA6 Zone) <br />E <br />OEM %um INC. <br />20 GAGE GALVANrZED STEEL STORM PANEL <br />)t4K <br />DRINK 91, <br />OF _S <br />sk <br />1. AM ONLY VALID FOR BUILDINCIT rp.01 OEM LOAM up To <br />+55S.-Y24 Pd AND PAWELS LENOTH UP TO <br />%, <br />R0 <br />GLOUL PROTEMN PRODUMS, Uc. <br />Or/u/sm <br />my_- <br />z fop New DO, &A mam 70 BE .mm <br />'10gzr, No�E <br />Pw N.. gc; ED <br />�Ic <br />AW�IEI.W <br />20-176 <br />it tit <br />RX: DMIN60"W <br />- -,"- , ft, Ow <br />CA-00MIS <br />c- <br />U) <br />0 <br />L_ <br />0_ <br />In <br />LLJ <br />z <br />n <br />42�,l <br />SHEET NO. <br />SH 1.1 <br />