Laserfiche WebLink
�M110111,1HILILAIN-A� <br />ENP C=URES DEWLS EN INSTA=QN IN POURED WKWE, <br />QQNCRETE-11.9CK Q& WOOO 51RVCjURES: VAUDLEOR REGULAR. UF <br />5AFETY A E-Z HAH2 STARM FANEL 0) 5YEEMS <br />OR <br />3' 3 V* <br />3 <br />ago-16 AUM <br />& N, <br />AN" VOK lt410 1 414" <br />We" <br />3w <br />AN01" 0 12, 2 1/2' <br />REALM <br />OR4FAMM <br />IL4) <br />aff AiNa <br />ALMWAV: LED uccom <br />r .2, MS* 10 <br />VARIES <br />AWY <br />ALAN. ANNE CIR <br />um 0mokm cotic" <br />Am age P1.6n: 1w am nv"� <br />=0 <br />lic"14 2 1/2-4 -AlD /' <br />Aum <br />-111, 2 -114- <br />j6V <br />=W. ALVIN. NAME <br />hl� GAP <br />aw <br />0 CA fwu�" m= <br />W/14c c.* am *= <br />9ME A (PLANI CASE 0 MW GASE C (PLAN) 5E D (PLAN) <br />SCALE 1/4"-l' SCALE 1/4--l- WALE 1/4'-1* SCALE 1/4'-1' <br />PANDAVE <br />OR A. am - <br />Im- Paul= OR riv W001; SOM Of 0KNING 1 Sam um..� <br />(wN, - pAqm CQNCPIK BLOCK T 0 A Appuvw to a it) <br />OVERLAP B&M <br />I "No"I <br />*Pam w0m) FARM = <br />OR 21W wm nwa <br />IVA* Mu. <br />7,' <br />CR(D VIEW W/ momm Few <br />VARIES <br />0=10 <br />DISTAh" <br />- - - - - - - - - - - <br />I=Zwgm , CASE 9 (P <br />p, <br />SCALE 114*.1* <br />AP <br />VALID FOR DIRM MOM INSTALLAIliDN ONLT <br />CWM PM40L INSTAUATION AT IVALLS fN/ <br />No, 44167 SLWArr U�U VAIWONS Wt)M sle <br />FILM ��Iciclfv HAI <br />��Iqclfv my ago* Zone) <br />WIN BUILDING CODE jman High"'v <br />PME E (P CASE F umo VAR" ft 24 WE OALVANIMO STEEL STORM PAWL r <br />III, - '""' � 0, on" a" <br />ILV E GLOW PROTECW# PRODUCTS, LLC. <br />ow_i-tzmamr <br />0 11kc. ax <br />10 4M SIL 51 SIME <br />WAL, n. =14 <br />20-175 <br />00481111 <br />OL mr, ow a or sit <br />(VAUID ONLY FOR PANEL (I)DWALLATIONS AS PER XTERNATM 1W THRU 4W. ON SHEETS 6 6: 7) <br />MAX A.S10. <br />OEM <br />PRESSURE <br />RAIM <br />MAMN ANCKM SWINQ MR LO. - AS SHOWN ON SHEETS 6 & 7 <br />APPLICASLE <br />TO <br />AL194"M <br />J.&= <br />OF THM <br />UAW" <br />PAM <br />LENM <br />v <br />00 <br />TAPCON <br />LAS SCREW <br />PANELMATE <br />FEMALE a <br />P'NOLM41 <br />PLUS <br />ausHm; <br />Ir <br />le— <br />IF <br />A* M <br />13, <br />Ir <br />13, <br />Ir <br />I r <br />IV 4.161W <br />—11r <br />—6 Ilk, <br />5 Ile <br />-Ilr— <br />6 1/2' <br />2W M <br />01/4- <br />12 1/2* <br />a Ile <br />(OMT <br />B. <br />(10p) <br />00 <br />LESS <br />IP* <br />13' <br />13" <br />13� <br />Ir <br />+4v 45 <br />LESS <br />Ir <br />is, <br />13, <br />I r <br />;R"_ <br />13" <br />Ir <br />Ir <br />.. myom) <br />5112' <br />0 TIr <br />6 112NO., <br />3 <br />e f/4- <br />12 1/2' <br />5 <br />12, <br />L <br />13, <br />f <br />SEE TAKE #1 FOIR MAX. A.S.D. DESIGN LWDS & WX PANEL LIENGTMS WHEN SPAM (9 IS <br />USED, CORRESPOI40W ONLY TO ALTERNATE ZV ON SHEET 6 1 <br />MAX. AS.D. <br />amm <br />pf"Sift <br />ml*r <br />(p,*.q <br />W.VWM ANCHORS SPACING FOR LD� . AS %4OWN ON %WS 6 & 7 <br />APPLICAKE <br />m <br />A= <br />OF TERV <br />00001" <br />PANEL <br />wim <br />'L <br />VIJ <br />upm <br />Lm SCREW <br />PANELINKIE. <br />FEMALE W <br />POW <br />wow mmam <br />13* <br />is' <br />lwm <br />Ir <br />e <br />* oullow) <br />0 i/P <br />tjr <br />rr" <br />6 I/r <br />12 11r <br />4 s/v <br />(oug') <br />7' <br />71/2- <br />or <br />Ir <br />POP) <br />LESS <br />lIr <br />6! <br />51 <br />Ir <br />(80170m) <br />Ir <br />Is, <br />13, <br />13, <br />13, <br />44%-46. <br />ir <br />wmw) <br />Ir <br />12r <br />13" <br />70- <br />fw) <br />I <br />ir <br />Ir <br />Is- <br />ir <br />/,v <br />lob.) <br />01/2' <br />e tir <br />$1/2' <br />61/2- <br />6 1/4" <br />31, <br />4 <br />I tl2r* <br />7 lIr <br />pt, <br />S Q2� <br />r ii� <br />I <br />a. <br />12* <br />Is. <br />ir <br />5 IJA2, <br />MJP) <br />LIs, <br />-13' <br />13" <br />t <br />lor <br />SEE TAKE #I FOR W. A.S.0 DESIGN LOADS & MAX PANEL LENGTHS WHEN SPACER 0 IS <br />USED, CMESPOWNG ONLY TO WEIMTE 2Vr ON SHEET 6 1 <br />Idu 0 A I I <br />ASA DERW LOAD MkVM PANM <br />LDm <br />40 PSF OR LESS 6,-Ir <br />> 40 PSF TO 50 PSF 61-e <br />,; w pSF S.-io, <br />> 50 PSF, <br />A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS <br />W/ PA91 M&TE aMALE 10 OR PANEL MATE FUS <br />ANCHORS & W1 C" S%WVFq42. 1/2- 04, <br />INSULLAIIQN ]DETAILS <br />INIQ POURED QQNCRETE OR <br />FOR UEL 59M PMELm <br />CQNCRUE <br />;=.:p0c7Tc-, <br />t^elf MING POUMM <br />A oft <br />SLOW <br />Ir <br />f <br />_T <br />Mix. <br />PAICL LINGTH <br />PAX <br />1 (SEE OVAMN <br />014 Sim 12) <br />0 TO GLAM <br />sa%w= <br />0 1111MLS <br />SEE agm is A- il pw Ampam I'm & wxm Fm <br />PIS1191ATIONS PRO 100110 FROM KILMOM <br />WIRM AND" SPAM= AND WMARMIL EM OWANIX <br />AM MOM Mind WHEDME. FOR " LESS TOAK <br />Ammm SPA" py <br />$*H ON SMM(R-- Sir ME <br />'MR Im OPMTA* 74 BE possem <br />SPA4cm U004 A%cm Swu "m of <br />Tv K Imw waom f" t" A"m <br />ON INS <br />ve, <br />1/4-0 <br />AM%= VM <br />vom <br />......... <br />NOMA A"" wicam 00 a 3 <br />nMIDA BUILDING CODE fth Valoft arm Zone) <br />*mmwim- 3 A <br />24 aw 4ALVA"m STEEL STON PAREL <br />I vr <br />A`E D <br />RLWC 9 <br />MOUL PROTECTW PRODUCTS. Uc. <br />r <br />NA1 <br />im <br />P.M, (MYNG-7546, FA* (954)00�571Q 20-375 <br />-SMS"gg <br />;g-_ 1wI_.1 WARNS 1. <br />I., t I t um 14 or" <br />0 0 <br />I "All <br />(Y" ONLY FOR PAM C) INSTALLATIONS AS PER SECTIONS I THRO 6, ON SHEETS 4 4& 3) <br />MAX XSM <br />DmwN <br />PRESSLAIM <br />RATINCI <br />(P-0.0 <br />(Y" ONLY FOR PAM C) INSTALLATIONS AS PER SECTIONS I THRO 6, ON SHEETS 4 4& 3) <br />MAX XSM <br />DmwN <br />PRESSLAIM <br />RATINCI <br />(P-0.0 <br />VAX" <br />A"ORS <br />SPA004 <br />MR <br />MIN ED. <br />PER SCHEDULE: <br />9MIEW <br />&wowm <br />LIERM <br />Mac Azz <br />var.4 <br />I PFOMRM <br />RAVING <br />am" <br />moc"m <br />SpAmm <br />Fm IAN <br />ED PER WHWULE <br />Sam <br />MOULIN <br />PANEL <br />Lamm <br />IV <br />TAMN <br />I Sotx-w <br />11) <br />1 PLUS <br />vuc_wm <br />CAU(-m <br />TAPOON <br />SOLID <br />-SET <br />FEMALE <br />ID <br />PANELMOEFE <br />PLUS <br />� xAmAc-wjUN <br />0AX-IN <br />t�g. <br />, <br />a,,&. <br />-AM <br />* <br />it <br />ammom <br />70 <br />Ir <br />jw <br />466 <br />or Tm <br />mam <br />m <br />`10 <br />10 <br />mc <br />it <br />cwo=�m <br />I <br />10 <br />ou"am! <br />99; <br />m <br />CO&M <br />OF THEN <br />+45-45 <br />OR <br />ir <br />Is, <br />Ir <br />is, <br />is' I <br />IIiIL <br />Jr <br />Ill <br />is, <br />OR <br />LEM <br />L <br />_TF—F <br />ir <br />Is, <br />ir <br />Ir <br />ir <br />Ir <br />Ir <br />L3:_ <br />le <br />it IAI <br />I <br />CR <br />I= <br />71, IF <br />_57- <br />-F3;- <br />13 <br />Ir <br />Ir <br />IV <br />Tr <br />I :9w <br />-7137- <br />I r <br />73-,�6- <br />­Ir <br />LiEL <br />Is, <br />��_ <br />Ir <br />jr <br />it I - <br />I owrmm) <br />I;r <br />13, <br />13, <br />13, <br />13, <br />13, <br />Ir <br />ir <br />Ir <br />ir <br />ir <br />is, <br />=tf" <br />jr <br />13- <br />Ir <br />IT <br />Ir <br />_12r <br />Ir <br />ir <br />Is- <br />ir <br />11 t/2 <br />2 MP) <br />Ir <br />is, <br />Ir <br />Ir <br />IV, <br />13, <br />l3r <br />-U' <br />13' <br />IY <br />13` <br />1. � <br />4 -11-il <br />is, <br />Ir <br />Ir <br />Ir <br />13* <br />Ir <br />tr <br />Ir <br />tr <br />13, <br />Ir <br />It <br />it f/Y.2 <br />1210"WO <br />Ir <br />Ir <br />Ir <br />ir <br />Ir <br />Ir <br />I.V <br />13, <br />13* <br />Ir <br />Ir <br />Ir <br />3 <br />13' <br />i3r <br />Ir <br />I 1 '/2. <br />11 t/2' <br />3 <br />3 00P) <br />jr <br />6 1/0 <br />12 Ilr <br />12 Tf� <br />4 1/4" <br />3 (11017014) <br />2 I/rf <br />a Ipv <br />o I/'. - <br />V; Ile <br />s ( <br />3 (961W <br />I 1,0W <br />4 (TOP) <br />Ilr <br />is <br />S. <br />A paP) <br />r <br />er <br />Ww"me <br />Ir <br />a* <br />a. <br />is* <br />ir <br />7- <br />Vr <br />I- <br />Ir <br />Ir <br />ir <br />Ir <br />Ir <br />ly <br />tr <br />7V <br />far <br />Ir <br />w <br />Ir <br />IF <br />—ir- <br />IF <br />ir <br />it 1/2* <br />Ef"-q <br />(tom <br />ir <br />Ir <br />Ir <br />Ir <br />Ir <br />ir <br />Ir <br />Ir <br />Is. <br />ir <br />Ir <br />Ir <br />ro—mmko <br />Ir <br />Ir <br />Ir <br />Ir <br />ir <br />Ir <br />Ir <br />Ir <br />ir <br />is' <br />Ir <br />11 1/2r. <br />it molmu) <br />Ir <br />ir <br />-is <br />Ir <br />Ir <br />Ir <br />41' <br />Ir <br />13' <br />Ir <br />Ir <br />8 C;M <br />ir <br />ir <br />ir <br />ur <br />13� <br />Ir <br />w <br />Ir <br />Ir <br />Ir <br />1 1/2' <br />1 tIr <br />. Mp, <br />6 NP) <br />$1/4' <br />111-W <br />5 Ile <br />6 144� <br />6 1/4' <br />5 114" <br />a Ile <br />rij Mrim <br />11j;/K <br />a 174* <br />6 114, <br />a the <br />- <br />- <br />- <br />- <br />6 1/4' <br />5 1/4' <br />9 (WrL-) <br />It <br />Isir <br />14) t/2' <br />I:r <br />7r <br />Ir <br />'r <br />71/2 <br />6 W <br />13' <br />4 I1r <br />V Von <br />1 <br />IF <br />tv <br />IF" <br />is, <br />a 117 <br />Ir <br />17F <br />1117 <br />a 177 <br />17 <br />511'" <br />DOP) <br />To. <br />ir <br />r <br />Is* <br />13r <br />is - <br />li�L/2 <br />vi <br />to va.Llm <br />Is- <br />6*1 <br />1 V107014I <br />le <br />ur <br />Ir <br />-Is <br />ir <br />Iw <br />101 <br />1" <br />Ir <br />i-1-13 <br />t to l'. <br />o i/2-_131_ <br />w <br />1, <br />7 t/2 <br />51/2 <br />_"t-t-m <br />'is- <br />!_!�r <br />1_-R� <br />2 <br />--- <br />IF* <br />s. <br />ir <br />Is, <br />—ir <br />I-IR <br />12V <br />a 1/2. <br />9 1/1- <br />TT/72! <br />I w <br />HmFl- <br />IV <br />r <br />S. <br />13' <br />I . <br />13 <br />Ir <br />-2:- <br />01/2 <br />3L <br />ii,1/2 <br />to IA <br />1/2 <br />13 <br />21 <br />111 <br />7 I/r1 <br />13, <br />1730 <br />13, <br />le <br />i is, <br />IV <br />it' <br />or <br />13 <br />T ­V,�i; <br />=mm-fl* <br />is, <br />I. <br />Ir <br />1 13, <br />is" <br />9 1/2 <br />fg' <br />111 <br />10 1/2 <br />_? <br />7 t9 <br />13* <br />6 1 <br />13r' <br />I Ilrj <br />Ir <br />i is* <br />13! <br />Iw <br />is, <br />1w <br />III <br />. a, <br />Ir <br />9 1/2- <br />3 (top) <br />12 I/aJI2 <br />wr <br />5 0� <br />a 1/4� <br />u t/2, <br />A tie <br />- <br />6 1/4- <br />5 1/4� <br />3 <br />6 fW <br />0 1/4* <br />3 00"001) <br />of, <br />a ve <br />11 <br />r <br />e <br />4 1/2 <br />1/2" <br />3 <br />4 <br />LILr <br />_j:_ <br />_E_ <br />r <br />I- <br />r <br />0' <br />e <br />4 1/2' <br />3 Ile <br />5 1/2' <br />a* <br />4 (Tap) <br />It" <br />s 1/2" <br />_L_ <br />4 <br />a' <br />'Ir <br />- <br />T`1r <br />- <br />4 <br />Is <br />*1/2. <br />tr <br />1 <br />91 <br />13, <br />a IR <br />is- <br />-131- <br />A <br />w <br />ir <br />w <br />S" <br />Via* <br />is, <br />yr <br />po Vol <br />7 vr <br />1 Ir <br />15 Ilr <br />I'v <br />al <br />Is, <br />13, <br />— <br />101 <br />— <br />Ir <br />to, <br />III <br />w <br />1 41 <br />is vi� <br />- <br />S lirl <br />4 1/2' <br />Ir <br />e <br />13, <br />Ir <br />a I'M <br />Ir <br />8 'Ir <br />2 tjr <br />6 I/r <br />8 1/4' <br />6 1/4* <br />G,Y4 <br />: <br />- <br />! <br />1/4-14 <br />SEE ow 11 FAA ANCHORS Im a wv0w m fwmiLm" Him Imm MAME um� <br />e MI*W 40" WMAXIS ANO MIRMLOW = 051004t ME MAIM ON INS MR EA <br />LESS IYAN #MWM M 90iMU ROM ANOM 0%tINIX Of MOICIPLYIND SWNG INOWN ON <br />5MMULIE OY THE FO� 0010M RIS THIS WMTKW 70 BE P01311114 NVXX= !IA� <br />MIANED LOA FAMM *WL Not K LEIS I%W A1001111) SMM WCAVO nR 1AW ANCIM M <br />ON on smlmtqz. <br />ANCHOR TOE <br />%"-SU <br />wo" ANI*m vAcm 00 <br />4 <br />I/C <br />Jt!d_ <br />M04VAPMBM <br />j <br />3 t/r <br />06TAINSPLIXI IMMMIE AM, 04 <br />3 <br />s _i/r <br />3 iX <br />a ip <br />3 I/r <br />4 <br />AMOL amma (EM) <br />am <br />140 <br />$A <br />S1W:*= ONLY Y" W14N SPACM(M IS I=. SEE 1 FOR NAX 4D <br />DESIGN LOAM 4 MAX PANEL UENCRIS WHEN PAM &M <br />A" <br />#A A <br />Mm" PN*L <br />LEW" <br />40 PSF OR LESS <br />C-6. <br />> 40 PSF TO 50 PSF <br />W-2- <br />> 50 PSF TO, 60 PSF <br />V-10* <br />A JAW PAWL 1.04M ARE 0 VALIO FOR INSTALLATIONS <br />W/ S" SET ANCHORS & W/u SPACER xr 12 1/!* D.C. <br />(SEE smitm a ALTERMTM ON vium 13, K is *10) <br />O.M.4). <br />-U/14 41­10/13, <br />_Akh,R-tA/13, R-2k/M, R I It V/14, <br />_V"R�fAW/15. R-20/115. R-30/16, R-low/115. R-20W/Is, R-39WAIi. <br />0 <br />0 0 <br />0 0 <br />Oil <br />L�2 <br />Di" V-s-) PANEL UNM <br />RE.,Am 0. W-r 0 4404-40.0 M& <br />(w/ omw W PANEL WWH WLT) <br />--j ---------- <br />UFE mx� <br />S1 FIN EL <br />t (w/o inium- mm Pmm Um." BM7) <br />WA <br />T <br />A <br />UZ 2'-a' W. PANEL L04M <br />1/4* -io.1 At ALL NrUNTINI(IS <br />� _1 <br />S <br />Si IS <br />X <br />/*d- i- jr <br />L_A_ LJ�l <br />Ir <br />HES <br />'It i In <br />0 0i <br />PAN CDRM1!ZS <br />0 <br />WN L--"m Nor a <br />Lvt RIGHT P`AMEL t INSEALLATIONS ONLYVAJUV FOR WIND <br />I' VAN. R-IA/M R-2A/M R-3A/14. 11-44/13, R-20/13. R-39/K SPEW VP 70 170 mp.h. <br />*R-18*/15. <br />N­uw/i�. ft-uw/m R-26W/15. R-30W/16. <br />(SEE SECTIONS At ALTUM7M ON SHEETS 13, It, 36 <br />SAEM SMRM ?AM 01) EINVEMN W <br />4"01 SCALE <br />Slow PANEL ma, <br />. ....... ... <br />LIFE &�x pma FLORIDA 8"NQ CODE �Non Migh Wooffty N calle Zan*) <br />'k- alm IlLum W. FA <br />ORMN pl, Jt 14 UK GALVANIZED STEEL STORM PAM <br />11LIECO GLOWIL PROTECTM PRODUCM M. <br />SEGIMN A ow 02 MAP 20-175 <br />m <br />L _4 m WAN !*E <br />OLTO & &I -*.. <br />Flaw 4419 F09 - i <br />INS-TAUAIRS DETAILS <br />INTO <br />-EQ& UFE SMETY <br />Woo muc <br />PANELn, <br />TT <br />NEWER <br />1) RED <br />OW WADER <br />IA77 <br />FIT <br />"g, XA <br />MEN N <br />7 <br />Li u <br />M"a, <br />w4 <br />GLASS o <br />T_ Ww—r--) <br />E� <br />MAIL, <br />PANEL LENc," <br />PAREL L04M <br />(SEE O&AMON <br />PANEL L04MW <br />(SEE <br />12) <br />ON I <br />PANEL LE110111 <br />ON BMW 12) <br />D—SEPAquw"— <br />TO OLAM <br />ArA*OM- <br />GLAS& <br />, _+11 -4) <br />ur <br />If <br />4 <br />TAPM <br />Rmsup" g <br />2'A* Wm <br />a" <br />L I O.C. <br />STAW00 W/ STUD WAGNMED W/ . Sm <br />t <br />W <br />A <br />_�4 Ift)60 " wow <br />Alt.*117 <br />A-4 REoum <br />goo MON Lamy <br />W <br />F A <br />fUMMLAR UPA k= JA I AN SUA AFE T. YNP�IAINIE'L <br />w"WRAM-1 No <br />Aim <br />1. INSTALLATION ARE ONLY VALID FOR AS.D. DE$IC4 <br />PRESSURE RATINdS (p. AND PANEL LEI& <br />ON$ AS <br />PER ELEVATION ON SHEV 12. <br />2. FOR NEW WOW FRAME CONSTRUCTION; w— <br />STATE Um <br />I"m 14t, <br />i7LE c U.N. <br />/T <br />FLORIDA MWING CODE Wn High Voloeft 14ij one Zone) <br />24 GAGE GALVANIZED STEEL STAt PANEL N P-01 <br />0W00t %) <br />OLOW PROTOMON PRONCTS, LM <br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC <br />Oi55 <br />NAA 4w wm,� <br />a" <br />PHOND W4 <br />Ox� <br />DENSITY OF OR EQUAL <br />Maim <br />=I avow <br />is win <br />(VAUD ONLY FOR <br />PER SECTIONS I T14RU % ON SHEETS 4 & 5) <br />VAL A$A <br />DEVGN <br />PRESSLWE <br />RATING <br />MAMJM ANCHORS SPA** FOR WIN LO PER SCHEDULE BELOW <br />APPLICAMI <br />10 SECyan <br />at <br />MAX" <br />PANEL <br />I . <br />DESIGN <br />PRESSURE <br />MA)0MUM WNM VACIW FOR MW ED. PER SOMILE BELM <br />A; <br />MVARN <br />PARM. <br />LENOTH <br />%. <br />TAMN I <br />SOUD-SET <br />741 <br />ID <br />ZAMAC-MAJUN <br />D­­ <br />scu"ET <br />10. <br />a <br />ZAMAG-N" <br />_10 <br />monx <br />� <br />>.a <br />To <br />Is. <br />it- <br />w <br />Is. <br />ir <br />'r <br />LT� <br />r"m <br />jr <br />lir <br />I m <br />st-o' <br />OR <br />I= <br />-76 <br />TO <br />I <br />5* <br />Ve <br />to I/T <br />Is- <br />!�I� <br />3L <br />jj�� <br />12�n <br />* i/r. <br />Ir <br />4 1 <br />(T On <br />V-0 <br />OR <br />LESS <br />Ir <br />13' <br />ty <br />Ir <br />Ir <br />Ir <br />is, <br />_�ILL <br />Ir <br />137 <br />1w <br />is- <br />7_1�2- <br />Ir, <br />I:r <br />Ir <br />r <br />Is" <br />ir <br />T4r <br />7 11r <br />Ir <br />r <br />I (11017M) <br />ir <br />ir <br />13, <br />Ir- <br />is, <br />ir <br />Ir <br />Ir <br />Ir <br />le <br />I(ir <br />Ir <br />S, <br />Ir <br />to? I/V <br />is, <br />It 1/2- <br />ir <br />T-W <br />v im <br />i I <br />Ir <br />4 1/2' <br />2 CW) <br />Ir <br />it, <br />IS, <br />13, <br />Ir <br />Ir <br />Ir <br />13` <br />Ir <br />-Ir <br />jr <br />IV <br />12 WMM). <br />tr <br />71 <br />13, <br />Ir <br />Ir <br />9 iylt' <br />ir <br />9 �� <br />LO _Vr <br />7 I/r <br />'r <br />6 11r <br />z 03arrom) <br />Ir <br />Ir <br />Ir <br />ir <br />Ir <br />ur <br />ir <br />tr <br />Ir <br />tv <br />3 CMP) <br />ir <br />71 <br />tr <br />Is' <br />13, <br />9 1/2* <br />Ir <br />91/rt0l/271/2' <br />ir <br />r <br />3 <br />a <br />VrAii!: <br />114- <br />4 MOTION) <br />- <br />- <br />ve <br />Ile <br />. <br />6 Ile <br />-= <br />- <br />Tile <br />a Ile <br />.1 ( m) <br />-TAT <br />'01/7 <br />r <br />4 lIr <br />4 cw) <br />lr <br />_e <br />e <br />4 <br />r <br />r <br />8, <br />8` <br />w <br />Riia) <br />a In' <br />- <br />I S' <br />1. <br />r <br />4 (Bafrom) <br />Ir <br />It* <br />Ir <br />is* <br />1 13' <br />Ir <br />13" <br />Ir <br />13, <br />Ir <br />Ir <br />to. <br />Ir <br />a t/2* <br />ir <br />Is, <br />is, <br />v <br />Ir <br />2' <br />1 J(r-71/2, <br />jr <br />r <br />t7w <br />I <br />13, <br />it* <br />13, <br />ia, <br />Ir <br />Ir <br />Is- <br />Ir <br />13' <br />ir- <br />Ir <br />io* <br />5 (earrom) <br />Ir <br />7' <br />13, <br />ur <br />13" <br />9 1/2* <br />Is" <br />9 1/9'110 <br />Ilr <br />7 11r <br />Ir <br />Ir <br />5 <br />I. - <br />13" <br />it" <br />ur <br />13, <br />Ir <br />13, <br />Ir <br />ir <br />ir <br />it <br />13" <br />w <br />6 V" <br />ir <br />57 <br />ir <br />ta i/v <br />ir <br />c t1r <br />ir <br />V; 11r <br />7 i/r <br />It ilr <br />ir <br />4 11r <br />a mp) <br />- <br />K':/:': <br />a I/r <br />6 Ile <br />- <br />- <br />- <br />- <br />I /r <br />a mm-) <br />0 lie <br />0 Ile <br />Ile <br />5 1/4- <br />0 114'� <br />6 <br />- <br />- <br />lie <br />a Ile <br />a (110") <br />ir <br />7j7r <br />w <br />jr <br />5, <br />ic, <br />ir <br />-7-7 <br />--177- <br />cr <br />I /r <br />I Cw) <br />to <br />___j <br />ir <br />-iF- <br />to 'IAv <br />Ir <br />2: <br />!!L <br />ir <br />a I/r <br />Lin! <br />- <br />I/r <br />-_ <br />ir <br />1 _yg� <br />I COP) <br />00-ir <br />TO <br />Is- <br />ir <br />I , r <br />1 <br />K�T <br />737- <br />=111/2 <br />Ir <br />r <br />11r <br />_TS'_T_9F <br />4- <br />$37 <br />" <br />w4v <br />— <br />I�T <br />J <br />le <br />— <br />w <br />-� —11r <br />I WnDAO <br />is. <br />7 lIr <br />Ir <br />so <br />13, <br />_ <br />Ir <br />IW <br />1 13' <br />to, <br />_ <br />111 <br />1. <br />13* <br />T-V-17 <br />_! <br />tr <br />'. <br />13, <br />FG-1-72 <br />7 Ijr <br />6 vr <br />Ir <br />=6005 <br />is- <br />wr <br />se, <br />is. <br />ir <br />lot/11 <br />13, <br />to t1ril <br />I/Y <br />8, <br />ir <br />7' <br />2 MM7041) <br />Ir <br />r <br />ty <br />ir <br />Is* <br />a lIr <br />tr <br />a Ile <br />10 Vr <br />I Ile <br />Ir <br />a 11r <br />2 <br />ir <br />7 vel <br />Ir <br />Ir <br />Ir <br />to lIr <br />is. <br />10 11r <br />I I I/r <br />8, <br />13, <br />71 <br />s (TOP) <br />Ir <br />7' <br />ir <br />7- <br />7r- <br />i-TR <br />ir <br />s Ilr <br />10 t/217 <br />'Ir <br />w <br />6, <br />3 <br />12 T1_r <br />2 �/_r <br />I <br />ji__*/4� <br />8 1/4-12 <br />I/r <br />6 1/*- <br />a Ile <br />s (bar") <br />12 1jr <br />12 yr <br />0 1/4- <br />�i� <br />ig 1/2 <br />a 1/0 <br />a <br />�0 I/v <br />1 ilr <br />� r <br />r <br />LIT <br />4�_ <br />1_�T <br />I/r <br />'r <br />r <br />4 mm <br />r <br />r <br />r <br />511/2* <br />7' <br />�3 Ile <br />r <br />e <br />Ile <br />3* <br /># 1 <br />2 11r <br />A M" <br />a, <br />_ <br />_�t_ <br />_.X� <br />W <br />FpRiFw) <br />e <br />- <br />Is I/rt <br />- <br />—r <br />4 DIDTIEN) <br />I <br />_jr <br />110 1/r <br />ir <br />to W <br />it i/r <br />r <br />is, <br />Ir <br />5 1 <br />1 <br />137 <br />ir <br />v <br />is- <br />Wr <br />—13- <br />0 llr <br />ir <br />11 1/2� <br />Ir <br />is, <br />7- <br />ir <br />is, <br />__13 <br />r2 <br />_j1r <br />5 pmm) <br />13� <br />jr <br />10 I/2'TI <br />­VIr <br />a' <br />IY <br />-Ir <br />Ir <br />V <br />Ir <br />1 <br />TW <br />j"tr <br />5 j1r <br />ly <br />4 /1 <br />6 114* <br />I - <br />. - <br />� <br />- <br />- <br />19144: <br />11/4- <br />6 <br />SEE Iow I I MR A"c"pra UK ME vmm "m INSINVIAl" and wow fRAw ROM" <br />W"N ANMVR VAMM 00 MNMW ZGE OWMAGE ARE NWOM ON INS tONIVAL M tl� <br />Los If" 1"INCATIM vo S*OEDLILE. omm ANCHOR Sft� & ""Ims Swtm Show ON <br />SCWKU w THE FaLlo"Ar FACTOR& MR Do mm" 70 AV ma"LL qmm wAm <br />WW==:M 9041 Wt SE LM I" hOMM SPACING 0111=0 FOR 001 ROM tME <br />go Tm <br />ANCHOR TAV <br />1/4�b <br />1/470 <br />1 <br />1 <br />_�1/4',* <br />opwo <br />SPEO-W <br />owl-m <br />VAC" 2!�), <br />Ilr <br />11/2 <br />Naame,that <br />a <br />3 w <br />r <br />3 <br />a vIr <br />VAIIAN0111,04 =1 <br />3 <br />. <br />t/r <br />3 t/2 <br />3 'Ir <br />!_0A WK mm-m F—A) <br />3. <br />3 w <br />Lim <br />SPACINGS MY VAUD is Um. SKI: #1 MR MAX x5a <br />OEM LOW & wx =wWHEN SPAM CIS USED. <br />%MAE <br />A <br />PANEL, <br />umm <br />40 PSF OR LESS <br />6*-11* <br />> 40 PSF TO 50 KF <br />15'-2- <br />> 60 PSF M 60 PSF <br />w-16. <br />A'WX PANEL IDIOM ARE ONAY VAUO FOR INSTALLATIONS <br />W1 SOLID SET ANCHORS & W1 ("SPACER AT 12 1/2' O.C. <br />R <br />;,V�_ X0 <br />Sm Aom 15 At to m 4404cm <br />Atom Tft <br />1/41. <br />TML* *WALija" ifflo <br />rj�foR <br />014" AMCHON SPACOM 00 "A" <br />ANam wmm 0.) <br />00 <br />VIA,* 0,4 <br />3 <br />3 <br />WINE I)GYMCE ME 000710 04 TM <br />SamAp- " ro. Lm 7WA INKATIM <br />ON SONEOM REDUCE ANCiM WAMM <br />SY "liftym vmw spm ON <br />mm Swu NOT K Lns TKAP <br />AMK Off BUM XQ <br />FAMM <br />r <br />on <br />104" SpAchwo VIDIDATM "R EACH <br />MOM TIPE ON THIS ScHm" <br />NATION <br />" 1z <br />INSTALLOON MAILS 028 UFE MEETY PANEL <br />INTO WOOD STRUCTURES <br />--ryv <br />p 'rn <br />7r,-= WEN" <br />RED <br />t/A, <br />MAX <br />t <br />GLASS # Emw <br />f <br />PANEL tDOH <br />PANEL LENGIM <br />7 (SEE "AIM <br />(SM ELEVA11DII ON S"W 12) <br />om SHEET 12) <br />vx <br />z Or <br />4' <br />02 LA <br />PLATE <br />_J+*0�PAN%XVAX PLUS, RKEOWWRKmo PANELAWE MIS <br />MCNOR 0 12 I/V ac R a 12L llr O.0 <br />ij <br />ffff k3AW <br />SCALE 3/ai- <br />44167 FLORIDA BU(LDING CODE (N*n High Velocity Nu <br />"Ify W cone Zan*) <br />TA <br />1, INVAUATION ARE ONLY VAUD FOR MM. A.S.O. STATE Of Z4 1rA0E GALVANM SML SIM PANEL DRAWN P, <br />DMO14 PM!iURE RATINGS (&o.j&D EL R OLOUL PROTECT" PRODUCM U.C. 0/27/30211 <br />11LIECOmc. <br />LENGTHS AS PER EIVATION 12. <br />MEMBERS To BE S"ERN PINE No 2, W/` SPECIFIC <br />DENSITY OF OA5 00 EQUAL I <br />muts or to <br />_1�­A <br />Q) <br />C/) <br />—cu <br />> <br />0 <br />-1- A, <br />0 <br />0 <br />2 <br />cu <br />a) <br />0 <br />0 <br />0 <br />m <br />cn <br />0 <br />—0 <br />C) <br />.0 <br />LL <br />I.- <br />0 <br />cu <br />> <br />cn <br />.- <br />cn <br />-0 <br />E <br />0 <br />0" <br />C)- <br />C= <br />cr) <br />z <br />z <br />w <br />=I <br />LLJ <br />C3 <br />cz <br />ckc <br />c%q <br />>< <br />LA_ cl- <br />cm <br />C-4 <br />w <br />cc <br />cc <br />E <br />0 <br />t <br />cn <br />CIO <br />0 <br />L_ <br />co <br />CL <br />0- <br />0 <br />cu <br />0 <br />CLL <br />CIO <br />m <br />LIJ <br />__j <br />SHEET NO. <br />SH 1.4. <br />