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PM SCHWUUE BELOW APPLICABLE *A00" ANICHOREI SPACING FOR MIN F 0, PER SCHEDUIr itaxyll, -0 <br />*"IN I All- 0 29? <br />PAN. jEX, Noollmum AMONG" ""a MR ILID, PER SONEDULE a" APKM*WX MXX. A.S,0. MA"UM ANCHORS SPACING MR, W ED, PER SCHIEWLE mow <br />DESIGN TO 4 -1 9= ANA-M Tmo APP I <br />IN L99M pfreskmot 2AMC-NAILIN CAW-011, 3. DESIGN PANaWTE PANELMATE -,a = L_ <br />2*. 3' PRESSURE X RATING PRESS111RE CAW -IN PftESSURE TAPCO14 I SOJID-SIET Z49AAC-NAKM ONW-111 LENGTH 0 CD <br />kbL & FMTING v = <br />w;GE In To 10 it to To ;,;ft;TjE COMMINAPON to OF THEM RATING v RuTnINGS <br />AWA III �401.1 41v W OF THEM To 3k to 3k 10 3k A. I tp�-,(-) TO TO To or ?"CIA "I To 0 LL <br />c O&M <br />WA. <br />r <br />POLIM DO Z4 min. 131 Ir 13 1 13, 13, 13, Ir TV �r 13' _jr 1 13, 13, Ir IV 13, Ir Ir TV I TV 3Z=3k to If <br />C� 13. <br />; 1,3/4- 1 13, Ix Ir <br />lrw DOD CONCA lli� t3l I ZW) _77- —le Ir is, Ti7i' 3 1/1 1/1 T 0 -4.- <br />v 1. F7,11 13* ir tr ir ir 13, IV �lr Ir 13, Ir TV IS* 12, Ir to, I 00P) 1. r W jr 4 I/r I MP) <br />Rlmumv Film & Ir It* Ir IV IV IV l3f Ir 12' 1:17 IV I Dranum) Ir Ir 13, 97 10, 1/2" IV r I (Borrow) <br />21W wow is, l3r, ly 13' w ir ir IV IF ir 13* to I�r 4 1/2- 2 MP) > <br />FWAVIC ', — IV _0 E (3) 0 <br />/V CAP Ir vr Ir ir Ak 1.3- w ��L 12: W il . i,­= 11. <br />ly 11- IN" ij- 13- 11- JJ7 Ij 13- T� 1. 3. <br />1,. 7- `13* IV Ir Ix 9 11F IQ vr TIP 5! 61/ <br />IV Jv Ir Ir TV 137 IV tr Ir IE_ _2L LM_ Ir t3 IV TV Ir t3 Ir Ir IV 141 tl//a .1 (TOP) nT — — <br />- — — I r 7' t r ir Ir 9 vjr W s lIr 10 IA- 1/2- IT (D <br />2 1,2 11,2' 8 1/4' 16 ile A (9011104) OR 12 CR V-d" U) <br />2. r x LCO Low- . — u) ZO <br />r LESS T2 —1/2112 lIr 5 I/r 5 6 VV 4 114- 3 (80l OR - - 7e- ii-i7il'i-WW -= —T 1/4- a T74F 3 OR <br />YAM _ �, 1 7 r , =pp) v 1. m LESS LESS <br />!r Vol, SSC< L ALIAL MOLF OR r 117 1 - W I al 4 r 8! 4 (oorw r 1 0* 41/2- 4 71 y 4 v0p) r <br />A` _i_ <br />04 1. 4 IC2 <br />CT07 jr <br />aeu. 3105- ISA. SAW POLRED CWCRM CQNMWW P r It" <br />LYINN METAL ALIJKLIRD(f PLATE OR 1%41* wow FRAME _j r TV Ir tr I I Ir —13r- --Tzr— __TF_ ir =;r Lf �127 F(roPi I/F ir U) <br />IV Ir Ir Ir <br />It 113; vF 12, Ia* in' 4 Ir Ir Ir Ir OF to <br />-At ir Ir TV Ir r TV Ir sii�m_v Ir Ir 1 -137- TV <br />Sm 'a ALLOY 2- -y-u-s / 13, IT, 1V 13, TV IV 13, Ir 13* Ir 13, to* 5 (BOTTOM) 7` 13, Ir 13, 0 1/2* V I/r to 1/2. 7 1/v IV al 5 UIOTTOM) <br />� x * 4' iloo, OLM - I r - <br />COW ALM ANCLE —Ir -TV Ir Ir 13, is' Ir it ly o- a (nom Ir 51 101/21 is" 4 Z/v sy s �7F 7 11r 5, <br />1/4 _23 Ir , 13" Ir Ir _3* <br />ir 13, ir 1 13, IF Ir IV IV Ir Ir TV TV Ir 13' It TITS (TOP) <br />+45-45 - b 1/4' 6 Ile I-/wl a 1�14, -W -45 - <br />!a 13 <br />.144 0 Ifo a I e a joam-) <br />OR : 6 To -IS - - <br />11(le 10 e.vw LESS 'r IV 77- _71A 5-14 13, 7--vr t 470p) -05 y� I/e IV S Itt I (top) 1_7_/- 4 �1/- jZ4 j�Z-� 6 1/4' 0 1/4' 4 (11071.0A) <br />ros-414 04 soff-m ALLOY, 112w: lr� <br />— 221� +501 __ <br />0/2 ir I:r — — -f -1 -72 TV (Borrom; r Ile ir Ir is' III- ir IF I- <br />Ct A- AMU ?r 13* 9 1/2 r �1/1 to tyl F 13, 1 'Ir Ir 13- 1 is- to Ir to" it- I $I TV I' Im I (sorrom) <br />7 1�2 3 1/2 IT 4 1/2' 2 5a�T_ r Ir is, 7 lzr IV IV 13- 101/2, 13" to t/2 Ii Im a, I Ar I 'r I (BOTHIM) TV 5 vr ir Ir 1V 13^ v to* I llr Ir r t Isarrom) <br />TV v Ir to lIr Ir 7' Ir 7' is, 13, 1 Ir 1 yr Ir a 112- 1/2!-Fg ­TP- Ir S lIr 2 CtOP) - <br />1V 1 1/2 10 1/2 7 Ir 7 I/r 13, Ir I IV III* Ir, 1/2 7 Im TV 13, Ir lo' I IV1__Io`_ -.It* IV 01/2 -2 POP) r Ir to 1/2' Ir .5 11rl 13 5 I/v 7 IlIr a 1/2' 13' ±112`2M <br />TAI OAW­a` <br />114 to to <br />4 1 <br />13' <br />IV IV <br />IV IV tV A /2- <br />IV <br />k <br />CAP <br />IV <br />"I. - <br />III/ Ir <br />pl- Rs, <br />TV Ir 13" TV Ir 91/2 L/12 11 re to 1/2-11112' V le 7- 2 (WITOM) IV r 2 19"m <br />PME A (PM CME 9 (PLM) ASE _C (ELAN) CASE D (F 1-Ir 2 (Borrow) '10 it' Ir 13, <br />,7 i (am —Tom) <br />9 T/2 10 IA 7 ir 13, TV to' ir to' w r I <br />>V..W a- _�)W' 3 (190110M) Ir it] 11r TV 10 I/ril 1/7" a, IV 7. 1 ("P) 13, It 1/2e*1 TV t t/1' 10 'Ir 7 1/27 ir 6, JIM <br />31 1- ir IT ur 19 i/al is, TZ l/. 12 IL2 I Ile 6 1/4- 12 I/r 6 1/4� - 5 Il 6 114' 3 (BOTION) TO <br />saki 1/4'.1, sckx 1/4'-1* SCAIX 1/41-11 - ITi­/Ij-0i)4�18 1/4hi 1/2' —1/4- -=--- 6 i/4* 6 1/4- 3 TO - I dwe 12 1/2- 12- I)r - TO >V-r <br />13 1/2'1 1/2- 1/2� A 4--e 7 1/2' V r v r A- 4 1 17 /r 12 112, 15 t/C a I/V 12 I/r 6 11V 6 1/4' 3 (WrOM) To <br />- I r I - 1 7 Il Tgk 57 61 er 3 11r 6 1/2 7 1/11, 3 1/2 Ir It' 7 1/2' 'r V 0 (IMP) 7- r a" 5 1/2- 7- 3 1/2- <br />=71 - 4 (11101110M) <br />r Al2: 7' <br />Ir - '. r LI'S - or, Ir <br />V U/v 10 1/f. 7 I/e 11. Ir 5 (Top) 13, la, lir 4e I r le a V �i_ —_ <br />I kUrZ7 AX 3i' r IV in I/v Ir 6 lIr Ir IF ir � s- IV sr Id- 7 T/2- IV <br />61/2- j3- a it, <br />- a Ile 6 it <br />OR =CTORETEl 00 ARY i'llENALE MAND i (BOTTOM) <br />a, — <br />OR CLOD PANCILMAIE, —15. IV4o 1?14 11 IV 13, -Toi_ -1 7 1jr 13- Ir ir to lIr Ir 10 i1r 11 I/e a- 13, 7' Ir 7' IV 13, lr-7-11r —13- To A/rI7 1/2" <br />—Z <br />ON AW <br />TAX ON 21.0 WWO =vllli� 17 Ijr1 5 'IV Ix + I/v a (TOO) 6 1/4" jll!�4 !.= Zo i ff; Ir to 1/2" t /2111 — 6 (TOP) 01/4* To 1/g, is- 7. <br />(NN. PANEL "AIES FPAK MAPI!� f jo & ti) T11 1/4 A IDUTTv") <br />"Ll & <br />%WBEYOND botionm rlowr I <br />WII "M " 11 <br />to 2*, rimmit I 1� <br />REQUIRED vu. But a par J1 A <br />OR(D LOAD VAXNW pmn <br />W sm sHM I I too AmM40" IYK k VA04 FOR #410,0004 Alto WOW "At VADMIL <br />-01 b" = PROW * 41 - DESIGN[ umD Uum sm SHM I I MR 010101m T"t a gum MR, OVALLAT"A ROD voft mot atmoww A.&M DESIGN UENOTH <br />PW ll PA=70 to I* THIS smWAIML MR CA <br />91 WILL (W" W Do "WM AMU" SmAlm Am wawm Em owma Aft Impok umwm MIUM VAMNW AND W" am mAm m WCATIO ON I" soetum To" Lu <br />am PIAN MOD00 ON ISCHICKLE RENCE Allow SOUND By A&W!"14 SPAGOD W" a& 40 PSIF OR LESS 6'-w Lots Gm I;% <br />FILM. 01511ANCIC ------- SDXUU xv III 1=011" IMOR& me im ~1011,10 K Possom Kam SWIND lelm <br />,Z=W" <br />=,Bf MiJIMPLY010 v"m MY 40 M OR LESS 61-W <br />auto" low tv� vWx w BE Lm a"" "W Down m P" No" m 1041MULE m or PODIUM Immucro VACIND <br />am= > 40 PSF TO SO PSIF W-2- <br />ow Ims sma" > 40 PSF 70 50 PSF 61-;r ammorm SsULL Act BE mm THAI ~M vmw 001mm to LAW mom rYPE <br />< ui/ �4'1. — I I/r* 1/4�w - <br />­0 T" <br />2 ------ - =4 1 114". 1 VIVO I <br />oill"40MA" ANCHOR TYPE 50 PSpTD So PSF 51-to, _iLn- > 50 PSF TO $0 PSF 51-10" <br />CASE G (ELAN) OFM mm-W, 1� mma-imm LAW-* JINKIM Tim <br />3 4 3 2 im 2 IA LENGTHS - <br />will" ANCHOR SPAIM 00.) & �N VALI mmum ANMCA VACM qr4 3 2 lir 2 1/2 <br />r $CALE 1/4'-1' 4 A MAX. FIANEL ARE D FOR INSTALLATIONS <br />a MAY_ PANEL LEUGTHS nONA VAIJD FOR INWALLATIONS <br />'or: - - D.C. <br />VALID FOR DIRECT MOUNT INSTALLATION ONLY & IE 3 SET W1 SOLID SET ANCHORS SPACER AT 12 1/2 <br />PV *.--`�\DENj�:�,�?� CERTIFTIED PANIO, INMAULAIIOK AT WALIS W/ % % ! a I/V r 3 W1 SOLID ANCHORS SPACER AT 12 1/2" D.C. tjr 1 <br />% *Oowo.) ;l I qr 3 I'W 3, =vs 3mr 4 moommm"a A --i <br />pooms: J <br />SURFACE LM VAAWTIONS WITHIN 3147 WE ler I pa <br />W, 44167 Anum. 1111119 ammm "J FACM <br />B FLMDA BUILDING CODE (Won High Velocity IHWU cans Zone) am FLORIDA BUILINNG, CODE L"on Mob Velocity Hur Done Zone) FLORIDA BUILDING CODE.LNon !fA Velocity H. cans zon*)I <br />AF iig­ IW_ TO. <br />ME E (P rAASE E (P 14 1. 5TATE OF 'a- M Z4 SME GALVANIZED STEEL STGRW PANEL 24 OW GALvANW STEEL STORY! PANEL o-44167 24 QAGE GALVANIZED STFEL SIM PANEL or. <br />, I,, . ok" oll <br />SCALE 1/4*-1' '4DAII01I, �, <br />mr/p"Am 3 STATE a GLOBAL PROTECTION PRODUCTS, LLC. <br />/TUE c -37. \GLOBAL PROTECTION PRODUCTS, UC. we -7 - Z GLOBAL PROTECTION PRODUCTS. > /TIMIECO�E..- <br />ATE :_ - <br />4= $mi., MAIL M4 <br />— q"-v <br />]GtIV 0. F41 6 S <br />- 44 ST4*4 <br />TE D <br />A <br />20-175 X, 20-175 <br />SPACINGS OPLY VAUD MR ". "-m � I <br />20-175 DESION WNDS WX 1 ,0, 0 <br />=W.J.r4 US%,F,, rs Usm A e�', r.. <br />Now <br />�� <br />'OE <br />P.E MAL/samoulwAlar Ok-obod? T I =m3— i Sol i art M.114-1 ;WRIF; SAW is <br />Im <br />a or to mum <br />(SEE SECTIONS & ALTE111MIM ONSHMETIF 13. 14, 15 &16�— 1INSIALWIN QUAILS EOR LIEE SAEETY PANEL <br />31 MAX It-IA/13, R-2A,113, R-3A/K A-10/11 R`-20/13l R-38/14. mm. <br />I' Not INIQ NUREQ.ONCRETE QR CONCRM BLOCK 11RUCIURES <br />MAXIMUM A.S.D. DE51GN PRESSURE. WING (mf.) AND CORRE520NOINO MMIMUM ANCHOR SPA&ING *R-tAilf/lfi, R-20/15, 11-11AW/16. 111�1811!115l R-21IN/14, A-311ill i /ifl. <br />----------- 1/4-0 TAPOON, POURED 1/4-0 TAPCOR NG POURED 1/4*f TAPCON--.,-. 1/41v TAPOOR POURED <br />ANM40R 0 V D.C. AA1­XY v v _%W®R ANCHOR 0 9' <br />ANCHOR 0 V D.C. CIE OR <br />SCHED WC O'd. <br />ULE FOR REGULAR MRM PANIEL 6) INSTALL&BONS JKTO W001a. SIRUCTURES CONCRETE mcox C <br />0 0 0 0 0 Ngr <br />09 SLOC9 COKRM BLOCK <br />(VAUD ONLY FOR PANEL (DINSTALLATIONS AS PER ALTERNATNES 1W THRU 4W, ON SKLtS 0 & 7) REQUIRED. REOUAW. C= <br />—02 <br />__7 ­ I r - 4) <br />It 1/4, i f I/V F_ I/t, <br />MAX. ASO. MAXIMUM ANCHORS SPAGING FOR LIX -,AS SHOWN ON SHEETS 4 A 7 APPLICAKE mAx, AS�D. MAXIMUM ANCHORS SPACING FOR C.D. AS SHONN ON SWEEIS 6 7 TO MAX, MAX <br />To <br />DESIGN PANEL DESIGN <br />M-1ER"ATMES LENGTH LENGTH <br />PRESSURE PRESSURE ANY it r CO. <br />RATING LAG SCREN PANEUAX pAw"m WOOD WSH" <br />RINTING TAPCON LNG SCREW PARS.MATE PANE1,10AIC WOOD GISHM TAPOON L�2 6e <br />::11 LAJ <br />FEMALE V FEMALE flD <br />OF THEM 9`0`F 04" (TO OxI"$.S, BOLTS i C) <br />_T_ - i <br />FW PANEL, Wl i W" C= <br />is, Ir te rem I V 13" TV _0 <br />7- mm PAINCIL LENGTH <br />Iv (FICTION) is' TV 13" N <br />PAN C'lll <br />Rm LAR STORM 0 <br />6 lIr a Ile 6 I/r a I�x v a lIr 6 I/e 61/2- al/ *40A.;A0 <br />/T­ TO <br />.-r. - - <br />Q NW P <br />I�Z 1/4l CLASS IL C3- <br />2W (Witt.) W-Ir 09 1 - I I <br />0& ub ;;.irr G;� --------- <br />A <br />3W TRIP) 0 +60.0. -344 pjhf GLASSS CID <br />A LMS (W/O MCIOAP M PAKEL LENGTH BOLII, <br />CA <br />�m (BOTMOA) a, (9011" Loa- 00 7-,n <br />k <br />T' <br />Im 2--r ON. pmu wom v MA, 0 v <br />+446-45 IV 13* 4,111%(90110411 it M;oTH <br />At ALL. MOLINTINIM II PANEL LENGTH 6" PANEL. LENGTH <br />4 <br />4� l I - - <br />I ir TV IV i - - 7 <br />r IV is" 4W M) <br />IV 04 <br />R 13: Tf S.S. BOLIS W&I (SK ELEVATION (SEE awtioN (SEE CLEArl" (SEE EUEVA" <br />13, Ir lm, imp) . i <br />crop) AT Ek OVIEFIA1.4- ON ON $HIM 12) IT <br />Lm 13, 13' TW +73, -74� TV <br />5 1/4e. V MK ON SHICET 12) SKEET 12) ON El"m 12) <br />13* TV Ir is' 13, 13- 11v MOTION) <br />.12 6 Il zw <br />4, <br />0 1/2' 6 ilr 6 1/2* 6 lIr 6 1/27 ITOPI a 1/2, it TO CLASS, Qu cr <br />6 1/4 6 I/e >W-O* <br />to <br />_4_ -10 <br />4 7/2 61/2- L/2 i <br />v 14 4- 51 71 r 7 j12 1 : .1 i 5--_ <br />5� 51/2- 3W "Fiall) <br />7r, (Borrow <br />E, F E FOS <br />13, NOTCHES A. M. <br />0 <br />EL "TT CORNIUM CD <br />I ; 1-T <br />SEE TABU 11 FOR IMAX� &3�0. MAX. PANEL LENGTHS WHEN SPACER IS PAN a Iir 1 a i/f at; <br />0 i E <br />SEE TABLE #1 FOR MAX AS.D. DESIGN LOADS IMAX PANEL LENGTHS WHEN SPACER IS DESIGN LOAM & <br />USED, CORRESPONDING ONLY M ALTUMTE ZY 00 SHEET 6 USED, CORRESPONDING MY TO AJFFft7E 2W ON SKEEr 6 FIX I EQ <br />C2 <br />ED -19 V <br />WING OLIT AT I EXTEM ___YING NUT AT <br />LEFT PAWL RWT PANEL y VALID FOR WIND <br />Im 11 UK R-IA/13, R-2A/1,3, R-W14. Rl 4-30/14, -0 TWICON TAPOON 4"0 OPCON <br />R-IAW/15i 114AIW/110, It-low/15. R­20W/15. Rl /4 1/4'0 D.C. 1/4li TOWN i <br />"D. OESM WAD "Wo "AMKL I HOR 0 0' O.C. 0 91 ox� ANCHOR V MC, <br />LENM ISM SECTIONS & ALTERNAT&M ON SHEEN 13,14.15 <br />1/4' MAX CAP <br />ETMED CONCRETE OR CONCRETE OR CONCRETE 0 CONCRETE OR <br />WEE MF I, REOUREt LEEzi� REQUIRED, --um"41if =11 RICOURED. REQUIRED, <br />40 PSF OR LESS Ell SIQRM PANEL (D ELEYATMI (t) <br />> 40 PSF TO 50 PSF C-2- REGULAR SCALE 1/4�'-I' <br />a LffiR&I"NEL 0 REGULAR PANW <br />PANEL (W WRAP -1 IMIDUE VAULM STORM PANIEL I <br />_101 STORM <br />> 50 PSF TO ISO PSF --------- "MANY <br />— -------------- WAL M011 THIM utmNns <br />MAX. PANEL LENGTHS AM ONLY VAUD FOR INSTALLATIONS 1/4' . .... ;SULf 3/8;-: 1 <br />W/ PANEL MATE fEWLE IlD OR PANEL UkTE PLUS gat <br />AOJOM vw-,I�, <br />ANCHORS & W/ " S%9011 <br />SEE 34= 13 A to MR A"CHORS <br />TYPE Ar,;,Pr <br />SIAL=00AILLATOW vpcm <br />High veloofft Hu oons Zone) WOMID No, 44167 <br />FLORIDA BUILDINIO CODE Lori High Valoclt�y Icarls Zone) 49*0* Allow SpAoft 00 a <br />BUILDING CODE (Most High Velocity HU <br />LIFE suft, FLORI High VAIW come Zone) <br />01"AIM ANCHOR wo�qm AND Will" <br />Come rimor mc ftDRIDA BUIUM0 CODJE L#on SMFEW PANEL t. f W= I"m pit SWE DWAKE on. lf� ON Im"pum" r;;_� W 3 W . w umm, m fil <br />N 44167 24 CASE CALVA142% STEEL WIN PANEL 0 24 UM GALVANIZED STEEL STORM PANEL SCHEDULE. I'm 7HAN 'XIED �f­j 24 CAGE GALVANIZED STEEL STORW PANEL <br />RID DAM W, ON SCHM= REDIJOE ANCHOR SPACM OR" Im <br />or LimlipLym VACM " w/vIsma <br />GLOBAL PROTECTION GLOBAL PROTECTION PRODUCTS, uc. SCHEDULE BY THE Fouvem GLOBAL PRMCTICIN <br />Alt Of 1111eco"IFIC. Dm FOR INS OPIRKIM TO ft POMM. 110iC 0,111C., PRODUCTS, Uz. imr_l <br />4W 07 sliveff jvhL <br />m REDUCED SPACING OSTAMED Lima r`uxr TIED <br />4W 151 SW&r SEQTIQN —A - FACTON, Am at I= THAN <br />mwD, F06,00,7846, 20-175 SHALL 20-175 <br />px, 47'1 mbow-M7 <br />f W-, (1041011�750& PAX, "JOW-117117 <br />%ellmu w Malmo A.. A"" SPANIG INDICATED MR EACH m momm A. <br />AR -Owl 00" TYPE ON in saftum <br />—�z ARIZ 00-M, 1-11 mll I R=FK <br />INSTALLATION DETAILS FOR UEE SAFETY PANEL <br />INUALLAT19N DEMLS FOR UFE SAEETY MIALLAIM DLUU EQ8 UFE WAXY PANEL INTO WOOD STRUCTURES <br />INTO 29JURED ONCREIE OR CONPREIL BLOCK STRUPIURES IN10 MOP SIBU9JURU <br />7 <br />-Vol HFAM <br />POJRED 1/4-0 TAPCON ou RED Cn <br />OR ANCHOR 0 mc, ANDOO HEADER _pGoAI1ER <br />CONCRETE GLOCIT 00"CIZETIC VLOCK 0 <br />REQUIRED. <br />L <br />TAP :ON <br />�� 1 4�' # TAPOINI Or <br />v a r (D <br />M4, C;m D.C. <br />4; v OX4 _=1APCDN <br />R 0 Er D.C. <br />(D <br />MAX_ <br />'AR + k X! j <br />A <br />two. <br />7 110 1/4� <br />1/4' <br />9AX " V-7 1/4 <br />CIO <br />ej mp. T <br /># <br />11 <br />I TO I I (D i L R? <br />LI, <br />IT <br />CLASS <br />-r-.n L <br />Vex <br />Al T <br />A- fm Am ANAL. 99%O~_ <br />umm Qm`r_0 GLASS <br />D MASS <br />PAMM C PAW- U71CM IF PANk =,i. A PAIND. LENGTH v 4", <br />LENGTH (SEE ELDATION <br />IBM PATIONI am sHEE; 12) <br />ON I;m IF7 14 x mG IN PANL LENGTH i ra amnowt LIM LENGTH <br />L ON SHMT 12) ism @EmmN ON Sim 12) 11 PANEL L41iorl (SEE EMVATION <br />T-- LH <br />GLASS. SWEET 12) 1 tSEE ELEVATION ON SHEET 12) <br />ON SHEET 12) <br />I, will. <br />I-mam <br />L_.1AP_ARKt <br />a TO GLASS. <br />11!12 IF <br />IL/2 <br />I a, I TO GLASS. a 0----EPARARO%-- <br />L6.0 <br />J_ <br />@ <br />IDISTINa Pa DIETING Poum I <br />M" I <br />ElE 0 =3 <br />CONCRETE a iz= Q, <br />­0 <br />KQWM. it AR 0 <br />E <br />-`7 <br />Em <br />7, - ----- <br />-j <br />2-xe wow <br />L4) PLATE <br />WOOD <br />'1 1"11 TAr <br />1/4-le _V4'0 IFAPCOM 2.4' kAl <br />ANCHOR 0 9' D.C. PLATE 1 REQUIRED PANDANTE Kus <br />_ye. PANCILmAIC PLUS <br />I=. If <br />REOUTHIM <br />Halt a 91 <br />ANCHOR 0 12 t.) <br />AN=* <br />stmouCt" W/ sma W/ sm L <br />was WODC Com TAPCO" ANCHOR 0 12 T/2* O.C� <br />'s, <br />it <br />1_144 <br />D.C.. J192kMEL <br />-4i <br />-S <br />lIa wris la k is not mm�m Tfpr *;v�foft 4RE*M?M nalla" U) <br />INSTALLA11061 MM 11001) MAW MAXAM <br />We" ANCHOR s"mm me mmmw I= DWANCE <br />AM! voww =s=F <br />Law Ti" <br />so. By 03 <br />ONAr of THE ERNAT 3AW, :tIERNATI.M.l" <br />EEWFWIIPZ IjIm W Pass" ff F, <br />M LESS It" MIMMUM VACM AMMOMED Poll EMN MICHM 9 Ulm Affim rd&M EA-M m <br />INDED SPACING DRIAMM 0104 FXM-WVU Nor BE "elp" A4.41 E 01111NEW F&W MOUNTI <br />D�mllk Sol <br />N. Tip', NGS <br />0yMq <br />100 SCAU: 1/9�,. SCALE <br />AMOM M ___y_ Jl�. T 74� SCAU: K,"�AEIIIAt W <br />%00* % ........ <br />FLORIDA BUILDING CODE Lflon fth Velocity cons Zone) FLORIDA BUILIXING CODE (Non HILh VeFocify No one Zan$) g <br />WOAU AWIW WAMMIL 04 44167 % FLORIDA BUILDING CODE JN*n fth Volmlu 14U one Zone), <br />cam TOM, Jkc. "DID ILIM W.- NQ= <br />24 CAGIE GALVANIZED STEEL STORM PARR 24 GAFFE GALV NI SM STORM PANEL 24 GAO9 WANIZED SEEL SIM PANEL < <br />o,44167 DOW ft STATE <br />WM/2m PRESSURE RATINGS (p. AND PANEL LENGTHS AS "m/ma. <br />1, INSTALIXION ARE ONLY VAUD FOR A.S.O. DESIGN 1. INSTALLATION ARE ONLY VAUD FOR MAX, ASZ, z <br />LENGTHS AS PER ELEVATION ON SHEET IL <br />PER ELEVATION ON UHL TY. TE i L Is It 0 Clow PROTECTION PRODUCTS, LLC. <br />6 <br />GLOBAL PROTECTION PRODUCTS, Lw. Ea !:?> /Tof C 0 GLOBAL PROTECTION PRODUCTS, U.Co DEMON PRESSURE RATINGS (p.s.f) AND PANEL <br />21 ......... 2. FOR NEW WOOD MMIC CONSTRUCTION; WOOD rx, 48W W wow <br />STA I rL 001. 2� FOR NEW WOOD FRAME CONSTRUCTION: WOOD =14 z <br />2v Pho"Ic (0640ba-04% TAX DENSITY OF 0.55 OR EQUAL I v.-. �Izv ommal WOW-1546. FA- 20-1175 20-175 <br />afll - - "X- m4)"s-am <br />07 20-175 MEMBERS TO BE $OMERNr PINE No Z W/ SPECIFIC ;;'A v_1__z MEMBERS TO BE SOUTHERN PINE No 2� W/ SPECIFIC lolvalool, P. oz <br />I- owoew. tk- DENISITY' OF 0.55 OR EQUAL < <br />is -1 <br />PX WAL^GNOMK&il� Fell i I <br />TQT14m**N_1W_ A SUIT is or I$ <br />SHEET NO. <br />SH 1.4 <br />_6 <br />