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; t:j till 4 3EXt] Zmj4:(Cj <br />(VAILID ONLY FOR PMEL(DINSTAJJATIONS AS PER SEMNS 1 THRUI 6, ON %CETS 4 & 5) <br />MkX A.SL0. <br />DESIGN <br />RATING <br />(0-0 <br />WAXIMUM ANCHM <br />SPACING <br />FOR <br />MIN M <br />PIER SCHEDULE <br />BELOW <br />M0L;owuM <br />PR*1 <br />LENM <br />"L7 <br />00 <br />MAX..AS <br />-DESIGN <br />PRESSURE <br />RATING <br />(,,,f�) <br />MkUAN ANCHORS <br />SP*= <br />FOR <br />WM Eb PER SCHEDILLE <br />BELOW <br />APPUC ABLE <br />MAXIMUM <br />PANE3 <br />-mv, <br />v <br />W <br />TAP" <br />-SET <br />PANELMk7E <br />I FBIALE <br />to <br />RANELVATE <br />PLUS <br />ZAMIAD-NAILIN <br />; OkLK <br />IN <br />Al <br />OF THEM <br />TAPOON <br />SOUD-SET <br />I PA"ELMATE <br />FEWALE <br />ID <br />� PARCUIATE <br />PLUS <br />CALK_N <br />!7= <br />TD <br />10 <br />F70 <br />13* <br />TO <br />Ir <br />To <br />TO <br />mom��, <br />70 <br />To <br />xxftm <br />TO <br />ommem <br />Om.%m <br />TO <br />commm <br />—,=,. <br />III <br />; <br />a TO <br />cousuam <br />OF THEM <br />L <br />>+ft --w <br />TO <br />+75, -75 <br />Is* <br />13* <br />131 <br />Ir <br />Ir <br />%r <br />Ir- <br />to, <br />1 crop) <br />v-r <br />OR <br />LESS <br />I <br />>+75. -75 <br />TO <br />+11%-119A <br />13" <br />10 1 <br />ir <br />:6 1/2' <br />ir <br />6 112 <br />7 j1r <br />5 1/2'1 <br />13' <br />�4 31r <br />I MP) <br />OR <br />$I' <br />Ir <br />Ir <br />13, <br />ur <br />13' <br />tr <br />13, <br />12' <br />13, <br />to* <br />1 (BDTMN) <br />13, <br />a 11r <br />Ir <br />13, <br />tr <br />1. <br />is, <br />sr <br />i ur <br />7 I/Y <br />13, <br />61 <br />1 (sarmol <br />11' <br />13, <br />13, <br />13, <br />13, <br />13" <br />Is, <br />13, <br />12, <br />13' <br />to' <br />2 (top) <br />13' <br />6 1/2' <br />13* <br />6 1/2' <br />7 ItLe <br />5 Ilr <br />15* <br />4 1/2 <br />2 (11P) <br />13* <br />It' <br />13' <br />13" <br />13, <br />13, <br />1.3 ^ <br />IS' <br />1'r <br />12, <br />1 r <br />$o- <br />2 (BOTTOM) <br />13, <br />r <br />13, <br />1 r <br />Ir <br />9 0, <br />ir <br />9 1/2* <br />111) 1/2' <br />7 1/2' <br />13' <br />0 t/r <br />2 (8DIDOM) <br />13, <br />W <br />f 13, <br />ly <br />I ir <br />Ir <br />13* <br />Ir <br />13, <br />12' <br />13, <br />io, <br />a (TOP) <br />9 1/2* <br />Ir <br />9 1/2*bO <br />1/2' <br />7 1/2" <br />IW <br />a. <br />3 (w) <br />- <br />b2 I <br />il 1/216 <br />t/4* <br />I r, IAV <br />12 1 /r <br />12 1/2' <br />- <br />- <br />a 1/4* <br />6 1/4* <br />3 (BOTIOW) <br />- <br />12 1/2'12 <br />1/216 <br />1/4"16 <br />1/*' <br />12 1/2 <br />6 Ile <br />- <br />- <br />6 Ili" <br />6 1./4' <br />3 (BOTTOM) <br />V. <br />Ir <br />I r <br />1 6* <br />6 1/2' <br />r <br />5* <br />r <br />4 1/2' <br />4 (TOP) <br />— <br />7' <br />3'LESS <br />or <br />5 f/rI <br />7' <br />13 t/2' <br />w <br />4 I/V <br />3'6 <br />llr <br />2 1/2' <br />4 (TOP) <br />er <br />(-r* <br />13'a <br />1/2' <br />jr <br />13' • <br />1 9* <br />Ir <br />1. <br />I/y <br />IT <br />7 1/2'1 <br />le <br />5. <br />4 (BOT70m) <br />5 cw) <br />1:_ <br />13- <br />ir <br />13- <br />Ir <br />13- <br />IY <br />13* <br />--t2' <br />13' <br />10' <br />15 (W) <br />13, <br />it- <br />- 13`- <br />_TF- <br />_Tk- <br />lr <br />13, <br />ir <br />T2' <br />Ir <br />to* <br />15 (wrw <br />13' <br />r <br />-13* <br />13- <br />ir <br />Ir <br />19 1/2* <br />1,r <br />9 1/27 <br />!0 1/2' <br />jr, <br />1 6' <br />f5 (BOTION) <br />13" <br />it' <br />13, <br />ir <br />13" <br />ly <br />ir <br />13- <br />13, <br />17, <br />ir <br />lor <br />I$ (top) <br />13, <br />51 <br />w <br />to T/z* <br />ir <br />6 Ile <br />IF <br />_6 1/2' <br />7 I1Z <br />5 1/2- <br />I-r <br />4 11:1`16 <br />(Top) <br />- <br />- <br />4 1/4- <br />6 114- <br />e 1^- <br />6 1/4. <br />- <br />- <br />- <br />- <br />6 1/4- <br />a I/rjo <br />(Bom-) <br />- <br />- <br />e 114- <br />! 111C <br />11-C <br />6 -1/4- <br />a 1/4- <br />a 114- <br />6 Ile <br />61/4- <br />6 (wm-) <br />ir <br />7 1/2- <br />13- <br />131 <br />13*.-- <br />13" <br />to, <br />111 <br />w <br />13, <br />6 112- <br />1 (TOP) <br />>W-r <br />To <br />13" <br />5. <br />13' <br />to t/2" <br />Ir <br />— <br />6 1/2` <br />13' <br />6 1/2' <br />�7 I1Z <br />5 1/2* <br />13' <br />4 1/1' <br />1 CW) <br />>V-e <br />TO <br />7*-'S* <br />13" <br />7 1/271 <br />15' <br />13- <br />13' <br />10 1/2' <br />13" <br />to 1/2' <br />I 1 1/2* <br />S' <br />13, <br />7- <br />1 (Bamm) <br />Ilr <br />IS* <br />13' <br />Ir <br />$' <br />Ir <br />le <br />to' <br />7 1/2" <br />ir <br />j$* <br />1 WTW <br />13' <br />7 llr <br />13' <br />-Ir <br />13" <br />IG, <br />13* <br />lo' <br />it" <br />a" <br />131 <br />6 1/2* <br />2 (TOP) <br />13* <br />a" <br />13' <br />10 1/2' <br />Ir <br />6 1/2' <br />i3' <br />8 112' <br />7 1/2* <br />$ 1/2' <br />13* <br />4 1/2' <br />2 (TOP) <br />is' <br />7 1/2' <br />13" <br />13* <br />Ir <br />10 1/2* <br />1,3- <br />10 1/2'11 <br />f/2- <br />er <br />ir <br />7- <br />2 (WrOM) <br />13" <br />Ir <br />ir <br />ir <br />9 Ilr <br />jr <br />9 Ile <br />to I1Y <br />7 1/2_ <br />13' <br />6 1/2' <br />2 �wrwm}_ <br />13" <br />7 1/2' <br />3` <br />13* <br />Ij* <br />10 1/2" <br />is, <br />10 112 <br />it 1/2- <br />Ir <br />13, <br />7' <br />3 (TOP) <br />13' <br />-,r <br />13"....ir <br />jr <br />2 1/27 <br />13- <br />9 1/2* <br />10 Ilr <br />7 I1r <br />13- <br />w <br />3 (IT) <br />- <br />- <br />12 112r <br />ILL/?: <br />I 1/4' <br />IS 114- <br />12 Ilr <br />6 1/+- <br />- <br />- <br />6 1/4, <br />6 1/# <br />3 (BOTTOM) <br />- <br />12 ile <br />12 1/2' <br />6 1/4' <br />6 1/4- <br />12 1/216 <br />1/4- <br />- <br />6 114r <br />6 1/4 <br />3 (BOTTOM) <br />7 ilr <br />3 112" <br />7 1/2* <br />4' <br />a' <br />4 Ilt <br />S* <br />3 1/2* <br />-r <br />y <br />4 (POP) <br />r <br />3. <br />91 <br />$ 1/:r <br />T. <br />3 1/2, <br />w <br />4- <br />4 1/2' <br />a- <br />6 llr <br />2 ITZ <br />Z (FOP) <br />a, <br />- <br />e <br />6- <br />- <br />a. <br />4 (901TOM) <br />6 1/2- <br />- <br />Ir <br />- <br />5 1/2- <br />7- <br />4 (8017011) <br />ir <br />7 11r 1 <br />15' <br />13, <br />13 JIG <br />I/V <br />13- <br />10 I/V <br />11 Ile <br />a- <br />Ur <br />s (top) <br />Ir <br />0 I/21 <br />w <br />is! <br />Ir <br />9. <br />w <br />1. <br />W <br />7 11r <br />15' <br />w <br />Is (w) <br />13" <br />7 vr <br />13, <br />13* <br />13- <br />10 1/2. <br />13- <br />10 11ri1 <br />I/r <br />a- <br />13* <br />jr,"pl, <br />5 CaamM) <br />137 <br />IY <br />9 1/2' <br />6 I/v <br />ir <br />9 1/2- <br />11 I�FJ7 <br />10 1/2- <br />1/2' <br />7 1/2- <br />5 1/2" <br />L <br />13- <br />13, <br />r <br />3 <br />L54, <br />tr <br />41/2, <br />5 (BOTTOM) <br />1 <br />7 1/2- <br />Lz <br />Ir <br />13, <br />PO t/2' <br />13' <br />10 llf <br />11 1/2' <br />a' <br />13, <br />6 <br />54. <br />6 1/4:- <br />- <br />le, <br />1/+jg <br />1/4'. <br />Ile <br />F <br />lia ;-,v <br />a I/K <br />SEE S"CET It FOR ANCHOft r(K AL SFACM FOR MSVU~ WM WOOD FWAX M^011403, <br />IIINIMX NOW WXXM AM MNUM OW OWMM ARE INVICATED OR M SOIDDIALE FM M <br />LM TIM MOM 00 WMILE REMXX MCHOR SPACING BY MIATIFLYING S-AC94 9-100101 ON <br />$0119M SY TIE FOLLOWING FXIOM, FM D4 OPERATION 10 BE P=ov- MMU= WAONG <br />OffrAINED LISM FXIM %0111 NOT BE LIMS 71IM MININUM WADW WINXIM MR DION MOM TtPE <br />ON 110 WMEDULE <br />AMMM TIN <br />i1r. <br />1/02 <br />1/,r. <br />I Ile. <br />11ro <br />ilea <br />PONROW <br />PA41mm" <br />moft" MOM SPACING 00 <br />3 <br />3 <br />a <br />3 <br />2 1/2- <br />2 1p <br />%"11MA1Mxm <br />kommx ao <br />3 <br />31/2. <br />51 <br />[M <br />3 <br />3 Ilr <br />3 <br />unrAm" <br />1A <br />a yr <br />4 <br />AMPA <br />ass <br />r <br />SPACINGS Owy VALID IS USED. SEE TrAll #1 MR MAX A.S.D. <br />DESIGN 1.0" & MAX ImPmowl 19 USED. <br />A MAX PANEL LENKG1M ARE W/ SPACER. <br />VAUD FOR INSTALLATIONS <br />W/ SOLID SET j 4 SPACER AT 12 1/2* O.C. <br />IM-11`01" <br />MHEDULE FOR REGULAR =Rid PANELT7■ 1NMLW10N$ 1EQ WOMSTRUCTUMS <br />(VAUD ONLY FOR PANELOINSTAILLATIONS AS PER ALTERNATNIES 1W THRU 4W, ON SHLEIPS 6 & 7) <br />WX ksb. <br />DESIGN <br />PRESSURE <br />MTING <br />(P-0 <br />Uh)(IMUIN ANCMM SPACING; FOR E.D. - AS S3C#N ON SHEETS 6 or 7 <br />1 OF TWU <br />wiamum <br />PANEL <br />1.N <br />01O <br />*12 <br />OIL) <br />IAPCON <br />LAG SCREW <br />PANELMATE <br />FEMALE ID <br />PANELMM <br />PLUS <br />WOOD BUSHING <br />13' <br />13* <br />13' <br />13, <br />13' <br />Ur (w) <br />Ir <br />13- <br />Ir <br />1W MOTTM4 <br />6 lIr <br />6 1/2' <br />a <br />1/r <br />- <br />6 1/0 <br />12 1/2* <br />6 1/4' <br />)- <br />V <br />ir <br />a, <br />- <br />OW) <br />OR <br />LE a <br />w <br />a, <br />- <br />wka-) <br />is, <br />13' <br />IJ' <br />Is* <br />13, <br />("TOT" <br />4-0 <br />� <br />LESS <br />, 13 <br />131 <br />" <br />13L:M( <br />) <br />$3* <br />13' <br />Is* <br />6 1/2' <br />111 (w) <br />15* <br />13" <br />W <br />le <br />1' <br />nN (BOTTOM) <br />6 1/2- <br />6 1/2 <br />6 1/2* <br />6 Tw <br />6 1/1- <br />zw (w) <br />>V-a <br />- <br />- <br />6 1/4" <br />6 114' <br />ZW (DOTT-) <br />4 <br />a 1/2' <br />c 1/2, <br />TO <br />IV--r <br />3w (EIGITQI;� <br />12, <br />4. <br />Ir <br />Ir <br />13- _ <br />�8 1/�2 <br />EW e=) <br />MAX. D, <br />DESIGN <br />PRESSURE <br />MAXIMUM AW-MRS SPACING FOR ED.- AS SjiOWN ON SPZM 6 be 7 <br />BU""G A ANC <br />TAPCON LAG SCREW PANELMATE TE PANELMAWOOD BUSH010 <br />FEMALE )D Im <br />Of TWA <br />PANM <br />LENM <br />IV <br />00 <br />13, <br />13, <br />13, <br />13' <br />13' 1w me) <br />Tr <br />13- <br />113' <br />Ir <br />w to (Baa* <br />6 1/2- <br />a <br />— <br />a I/P <br />6 1/2' <br />6 I/Z' 2W (W) <br />1/4* <br />71 <br />OR <br />LESS <br />7 1/2- <br />8' <br />Ir <br />13, <br />IT <br />13' <br />13, 4W (tW) <br />>445. -45 <br />TO <br />13, <br />13, <br />13" <br />13, <br />14* 4w (MVM) <br />15" <br />ly <br />1 <br />13* <br />10, <br />IS" <br />13* <br />13" <br />13' <br />6' 1/2- <br />6 I/Z- <br />6 1/2' <br />6 1/2- <br />- <br />— <br />S 1/4' <br />12 1/,. <br />a• 2w (9m-*) <br />10 <br />4 1/2- <br />6* <br />7 1/2' <br />3w cmp) <br />7*-e <br />3w (foiloiq <br />3* <br />12' <br />13* <br />]7]1:l2�* <br />13* <br />5 Ilr 4W (TWJ <br />12r <br />131 <br />13, <br />13* <br />0, to fammi <br />A,&D. DESIGN UWD <br />MA)a" PANEL. <br />LEND N <br />40 PSF DR LESS <br />6'-8' <br />> 40 PSF TO 50 PSF <br />> - 50 O_PSF TO SO PSF <br />W-10" <br />A MA)k. PANEL LENGTHS ARE ONLY VALID FOR INSrALLATMNS <br />W1 PAWL MATE AMALE tD OR PANEL MATE PLUS <br />ANCHORS & W/ " SPACER AT 12 1/2' aC. <br />INUA jjINUALLATION DEIAIL$ EgR LIFE 5AFEIY- PAN�EL n1 jAj1!2bj QUAILS FOR LIFE SAFEIY PANELr"' <br />INTO PQUREQ CQNQREIE OR CONCREJE MCK 51RUMMa INIQ POURED -99-HOETE OR CONCRETE RLM -STRUCTURES <br />ilea NO POLWD lZU CGISTING POURW 1/4-0 POURED 1/4�4 TAPCON ---I F EXISIING POURED 1/4-0 TAPOW poursil <br />TV0" <br />OR AmONW or OR AND 0 F- OG, CONCRETE BOR ANCHOR 16 1- C. CONCFE1E OR AINMOR 0 04, OZ ---w OR 44CHOR 0 ir O.C. <br />BLOCK CONCRETE LOCK CONCRETE 9Lb(X <br />REOURED, REWRED. <br />I ad. <br />2 <br />1/2 <br />m <br />SEEM <br />& I F-5 <br />Ee <br />D.W <br />or <br />1/4- <br />MAX a <br />(SEE SECTIONS & ALTOWMWES ON SHEETS 13. 14. 15, <br />V13, R-3A/14. R-I <br />ZAW/15, R-3AW/16. R-1 <br />R-313/14, <br />-1:::jm NUT AT <br />LEFT PANEL PANEL 3111m <br />WX. f"Gw low. R-IA�113, R-2A/15. R-*114. R-18/t-3. R-211/12I. R-3B/14, misL <br />ft-16. R-30W/16. <br />Nuf s-j"oo E=109 <br />nW/ <br />ALTERNARAS am SH"WiS 13. 14is <br />1 113w11-u!* fa-11 PREMIER, L9 03 "TA1 <br />11azil-11"kC411 1:4 <br />NIZI & <br />IAPCON <br />R a r O.C. <br />21 <br />/4- <br />M. <br />lei <br />I MAX om 7-0 v "v 6m "4." MAX.. C.1v v 4w 1 -c ii� 11 1 C , i I — umm; 0" 1--or) <br />PANEL LENOW PANEL UNM� I PANEL LENGTH PAM LDIGTH MAIL <br />A a PANQ- LD*M <br />6, PANEL LENGTH It <br />-L- <br />ON SHUT ON SHEET 11 0 PAM <br />ELEVATM (SEE. ELWAIX 0 (SEE ELEVAIM <br />ON SHEET 12) 1 -1 1 ON SHEET W, ON "IT 12) <br />I (SEE IELEMATM &A i (=% (ME CLEVAT)ON I: um. <br />IF 12) PANEL LENGN <br />I Wa. 0 1 ON siNET 12) <br />I w--SFP a ON SHEET 12) <br />.4 (SEE EIZWON Sr (SEE I <br />it <br />sm I TO GLA- <br />UVAAS�Evllllll I Irls��-co <br />WKI a 31 km - <br />21ke <br />PLATE <br />REOW <br />SEE SHILEFS 15 & 18 FOR WMM <br />now T#9 <br />TYPE a SpAcm FOR INSIAL1.9fams INIG <br />WOOD FTWE NLRDES& <br />MNMILIM ANCHM SPAILINLIS A40 MINIAN <br />MMWLAA AM MR <br />EM OKINKE ARE 004M 04 IM <br />SUPOKILE FOR EU LEW `RM #00M <br />ON SCHEMAE FaMIXE XCHOR SPACING <br />1= ;I w <br />3 <br />BY IR:.RR.IIWF S-ALON40 SNOAIN ON <br />� <br />1 Ilr <br />lm I <br />;N7—nai; QPERATRIt TU 8E F4.£. <br />all <br />REDIM VACM OffMIED USIF4 <br />FACTOR WILL Wr SE Uss Tp" <br />r- <br />JOHN SP*ZM 00CAM FOR EACH <br />AMOM TOE ON INIS SM*bLXL <br />MAX <br />PANEL L04TH <br />e-8' 0 +40.0. -404 PAPf. <br />�Nl amo wo pA*L WOTH MI) <br />7'-e 0 +54A -tKO pAl. <br />(W/O "LLW NO, Pmm Lam BOLT) <br />tm 21--8" mm. PANES. LEWM <br />AT ALL MGtINt11NGs <br />T <br />EDA <br />CONCRETE BLOW CONCRETE am <br />REQUIREM <br />EwQ ODOM) <br />som If �//x <br />Lr <br />12 FL <br />PANELAATE PILS J/4-0 TAKON 4,'$ TAPCDN 1/4-0 FANEEL-MLATE 1/4!'0 <br />0 REGULAR E&= ANCHM (W(OND) LWE, SAFM PAN ac ANCHOR 0 91 O.0ANCHOR 0 12 1 0 EL <br />L •w- R]k CONCURIETE OR 00STINIG POURM 0M#CREM OR <br />REQUIREDBLOCK REQUIRED. <br />M <br />sm �Nmm is & I a FOR ANC�� TYPE & SPACK0 FOR SCALE 3/9-1, UM 0=2a WSLALIA110149 INTO vom ROME sGum"956 <br />9 RMLm PANUS GIANI SAFM PANEL MOO" MOM SR"M AM MINIM IDGE I15TANOE <br />W b0r�-= ON M SMISDUIS- FOR ED LYM T�ok <br />wmwm ON Me" Nmu #0" spum BY <br />1AUUMVING SPAI'04 511MIN ON SCPEDLLE 81"FHE <br />X&4�NGS 14: Afll <br />FOUAINING FACTORrL MR IMS OPUIATION TO Ef POSDEIM <br />REDLOO) SAAft4d OWAMM U04 FACIOR MIYALL NOT RE <br />MS TW WINWIN SPACING MOATED FW S" AWHOR <br />SCHEWV- <br />oom= <br />PUS <br />FLMDA BUILDING CM m WWAAL AM= WAM 04 FLORDA BUILDING Wgh VAOcffy flurAcene no) <br />"oofy --u; "DE UP" <br />3 3 <br />INSTALIATION ALRE ONLY VAUD MR X". DES" <br />wcm <br />I I jq I -logo PRESSURE RATINGS (p.s�f) AND PANEL LEN" AS <br />ALA.* PER 0"ATION ON S14EFT 12� <br />Z FOR NEW WOOD FRAME CONSTRUCTION: WOOD <br />MEMBERS TO BE SOUTHERN PW No Z W/ SPECIFK-- —om— <br />mmff DY 5O•U- <br />�A== <br />11111p111111111 I <br />INTO WQQQ 5TRUgIURES <br />I > INSIALLAT" ARE ONLY VAIJO FOR MAX. A.S.D. <br />UeS*N PRESSURE RATINGS (p.s.f) AND PANEL <br />LENGTHS AS PER ELEVATION ON SHEET 12. <br />2. FOR NEW WOOD FRAME CONSTRUCT*NT WOOD <br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC <br />DENSITY OF OM OR EQUAL <br />E Xq p <br />el. <br />PLATE <br />RE" <br />pFH <br />ION <br />12) <br />24 GAGE CALVANIZEO STEEL STOW PANEL <br />ORVA 9w, <br />11LIECO,me. <br />GLOBAL Pwm=N m0um- U-c- <br />4WC!LW 01 MWIT <br />84w. A. =14 <br />MMI (0+)W-75M F.AX' 064NNIII-M-f <br />15-022 <br />w <br />- — <br />---~ <br />* <br />Em ! L--qI ! <br />- <br />- <br />m 3a T's or is <br />� IF <br />P"EZ1W/t8 <br />ANCHM <br />—(SM SECTION EZI ALTERATM EZIW ON SKEET 18; <br />5r, <br />(SEE <br />I 9 NOTE 2) <br />SEE <br />("am <br />fi4xi, S. rrr <br />-- 1:� <br />ril) <br />OFT8 <br />-.1 <br />. - - <br />115*0 ASIIAWLN <br />Rx, Kwcr LAST PANEL(I)TO BE INSTALLED AT EACH OPENING SHALL ALWAYS BE <br />I,A2- <br />a <br />=OLE <br />PROVIDEDS�"REAR TO FAaUTATE INSIALLAI`ION IF kNTENDED <br />TO BE IN Fr tSS4DE OF STRUCTURE. <br />AT 2 FM <br />PANEL, <br />OF 'L' <br />M E-Z NANG STORM PANEL SYSTEM <br />J(&DTPm4vELf) <br />Q (INTERIOR PANEL) (INTERIOR P EL) <br />(DO <br />rIt TRACKS TOP & SOTFOML <br />SEE NOTES 2, 3. 4 <br />SEE NOTES 2, 3. 4 i <br />(2). END PANEL) SHALL ALWVBE CCININECTED TO BOTTOM TRACK <br />OTHERWISE A STOP RM-L W PROVIDED AT TOP OF SUC" <br />MAK PANELS. <br />PAPIEL LENGIN <br />+/- p-f- <br />(3). IF END PANELS ARZ CONNECTED TO ROTTOM TRAM CONNECTION <br />'I <br />SH&L CONSIST OF 1/4-0-20W-3/4- ILLS, W/ 7/8"04/32- WING <br />-_LTED <br />90 PANELS W/ 1/40W �.A <br />NUT ORLL4T 04 MW THUMEISMEN INTO TAPPED BOTTOM <br />ss, 0 EA. UVERLAP <br />TRAM FASTEWERS WY BE AT E)THER OF TWO <br />iSEE <br />EXTERIOR FIAT FLANGES OF M PANEL. <br />J.-I LL I <br />OF <br />(4), IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM <br />TRACK (;;14 STOP RAR ISENLY USED AT TOP) AT LEAST TWO <br />PANIC BE CONNECTED TO 7TOO TRACK USING SPECS <br />INDICATED ON N= (3) ABOVE IN SUCK CASE- CONNECTION OF <br />.J-J-L'o -I-LIM L111111-1-1 J-1 L L -1 <br />JJ- I I JJ- <br />PANGS TO BOTTOM TRACK WAY OCCUR AT ANY PANEL LOCATIONk <br />r E4oM.. <br />SEE NOTE 4- <br />31 M. <br />1 <br />I I swo.. <br />11 W.. <br />t qWXLATMS ONLY VAUD FOR WIND <br />NOTE 3 <br />AN040" <br />3 <br />SPEED UP TO 140 mp.K <br />4LIERNATNT EZU# ON SHEET t8Y---- <br />EZ1/18. <br />L10111Z1 <br />W/I 8 <br />IXPUL ELEVATION <br />TOR <br />SERIES 2000 E-Z HANQ STORM PANEL <br />U) MUM M <br />SCALE. 3/32"-1* <br />Ile Max', GAP <br />'m wJm <br />III/�/=Z"`S7 <br />1147 <br />777 777 <br />Z <br />ro, <br />MAX. W <br />SEAT ON A -A <br />3/3 <br />FLORIDA BUILDING CODE Lftm High VelioxoHurticksne Zons)i <br />10 <br />24 GAGE O&VANIZEI) STEEL STORM PANEL DRUM w- <br />MOM PWrWMN MDUCTS, LLC. ONE <br />4m sx 3 5"Im <br />0 <br />DONIE. fL 3MI4 <br />MKIF, (W)SM-7643, rAX (90081i-q7t 15-022 <br />SS - <br />MOM A MoV 17 OF $0 <br />PtaImmi IN g1g, I <br />WIN <br />MR, <br />157OZZ611174:4 IM01*1716374-5 <br />WALL jtQuNnmg <br />ffMQH EZI <br />SCALE 3/8=1' <br />Hour. MIN. PANEL <br />1. INST&LAMON ARE ONLY VALID FOR MkX. okSXI- DESIGN SHALL BE 2 <br />PRESSURE RATING +/- 40.0 pzSAND 6'-tt' MAX LENGTH. <br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD <br />MEMIDERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC <br />DENSITY OF 0.55 OR EQUAL. <br />c- <br />W <br />> <br />VJ <br />c- <br />C) <br />=3 <br />2 <br />O <br />0 <br />cu <br />-cu <br />cn <br />0 <br />0 <br />0— <br />0- <br />= <br />= <br />f_- <br />.0 <br />u- <br />cu0 <br />-6-4 <br />cu <br />ki.- <br />0 <br />> <br />-0 <br />E <br />cn <br />a) <br />a) <br />C�L <br />cu-E cn <br />Q- <br />-0 <br />.— <br />cf) <br />< <br />U) <br />(D <br />(D <br />c- <br />-4--a <br />6--a <br />cf) <br />=3 <br />cu <br />> <br />0 <br />U) <br />(D <br />0 <br />U <br />� <br />._ <br />U) <br />cu <br />w <br />SHEET NO. <br />H 1.5 <br />