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END CL SU ES DETAILS OR NS ALLATIO t POURED ONCRETE, <br />WOOD STRUCTURES: <br />CONCRETE BLOCK OR VALID FOR REGULAR. LIFE <br />0 SAFETY A E-Z HANG STORM PANEL (D SYSTEMS <br />N <br />OR <br />F2` x r R :a9j3/4\j <br />^i 4 a� 0 ACCUSED f?BJ1E 6040 t6 ADA <br />R <br />1 z 1%2` TFPfAN : 12t <br />POURED ODNCQEfE i Wn. <br />R 2"WTE• <br />REOU M 2"x{" 1N000 FBALIiII POURED COIDR 1 1/{� x 1 Ir TIC-, �,WOtWIaO WOx�.,.�NKJtd! O tr o+ 2MiMl2' tREQUIRED 1 ";�" ® IHof PACAP <br />CL?'�2'x <br />Y. A37' Ti} TERNAdE tE0 tOCATxDi51 <br />VARIES" <br />SI< L i7J9 <br />NY.UA ANOFE ORMaxI ,TfiACN <br />..,.-.. ADORED t, <br />MMETAL.3106-4164 ALLUM. BENT PPIA� <br />i-_. c1 ROCK OR 1. WOOD FRAME <br />J/0S-Nf4 OR " J 1�'� REOuBIED <br />2 1/2* ., i� ' <br />6D61-TB NLITT s... 2" .v <br />x N1, ALLRI 1 <br />AHGIE yy6 I/4 <br />®,. a--.1 Max. C.4P <br />1/4. 4 sou-, 'i' M x ,072' <br />R 00 U AHOY <br />a 12' O.C. 3�L <br />W/31CAW AI1 <br />CASE A N) CASE B (PLAN) CASE C (E CASE D (PLAN) <br />SCALE 1/4".T' SCALE Tf4".l• SCALE 1/4".1" SCALE 1/4`=.t" <br />OR h <br />�tSOUO->ZL'9SEr <br />POURED COlI,-,t 7R61 Ai '-FEY4[E D IWD <br />�- �HC!ffitE RD6R , TDp,ROTIOM qT j PNiEtYATE PW5 fSFE <br />POURED WNCR - �:/' •©'LJ ti7i <br />I- 1 1 OR 2•x4 WOOD 6N)ES OF oPF3HWIO saELxKE txt SfkEFu 6. <br />t.-- P RA TE &OC% VARkS„i ® �. e4f� FRAME RMUIRED As FPPUCAR.E ID k It) <br />Yx4' WOOD FRAME \ r Max Ly <br />OPENING WIDTH) OavWOapt "��OREQUIREi <br />1 <br />IT <br />1 <br />4 (t OR(j <br />VARIES -- `-T Wf RW 1MtMORED • <br />1 <br />AW <br />TOI 5` �' <br />! WALL( OUT ENO <br />x . B.O.'DSTANCE 77t/iD- � '..... <br />S <br />---- -J <br />0 = WMINNUt t„H«1RFRMH� CASE G (PLAN) <br />` <br />t)(�/l <br />aW4i 10 K ra'T. `Z`c .A: SCALE lle..l' <br />, `tPy1P." <br />,AR •vas ,yIC E 't � VALID 'OTT DIRECT MOUNT INSTALLATION ONLY & <br />CERTL-10 PANEL INSTALIAimN AT WALLS W/ <br />NO. 44167 ; 5 SURFACE LEVEL VARIATIONS WITHIN 3/4` <br />FLORIDA BUILDING CODE Non High Velocity Hu cons Zone <br />F �4r= a2O29AL=w- <br />CASE E (PLAN) CASE F (PLAN) =s,,o 24 GAGE GALVANIZED STEEL STORM PANEL " <br />ti <br />SCALE 1/4'.i° SCALE 1/4">=1' c•.,.CDRID P : ' (` ORION n <br />I L E C O L PROTECTKN PRODUCTS, LLC. 07 w1r� <br />EMc. <br />TWLR HOTND k ANB fXNMPANY <br />a ma <br />(05 20-175 <br />wo- 0, FM <br />aoN m-tw . rr a PA6 xHf-1mf PROLE roS4)6D1-T616, FALL (W64jRd-6347 <br />C+t-O6D62 �'�"kQ Wt ,Isfw QKs Nwa 4u ORWkA3 Nx <br />PE iwALnlWE/DAR WWL7ER:A: Y+ P.E. ex 93Y,e x <br />. , OBIT 6 4 t6 <br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p s,f") AND CORRESPONDING MAXIMUM ANCHOR SPACING <br />SCHEDULE FOR REGULAR UQRM_PANEL M INSTALLATIONS M WOOD STRUCTURES <br />(VALID ONLY FOR PANEL i@INSTALtATIONS AS PER ALTERNATAFES 1W THRU 4W, ON SHEETS 6 & 7) <br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (g s.i.,) AND ORRESPONDING MAXIMUMi PACING SCHEDULE <br />FOR REQULeR MRM UNELG)INUALWIONS INTO C,ONCREU A CONCRUE BLOCK STRUMBES <br />(VALID ONLY FOR PANEL©? INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) <br />MAX AS.O, <br />DESIGNPAN <br />PRESSURE <br />RATING) <br />MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW <br />�APMdC4RE <br />MAtIMUM <br />L �i <br />(F4) <br />MAX A.S.O. <br />Pt1OE55URE <br />(p81) <br />MAOOMNM ANClNOIi'S SPApNG FOR Mw ED. Apt SCHEDULE BELOW <br />TAPCON SDi,ID-SET P ZAMtC'-iWUN Gk1f-1N <br />FEMALE PLUS <br />A 1. <br />OF THEM <br />AE4%RMUM <br />tEt16DH <br />TAPOON <br />SOLW-SET <br />TE <br />FEMALE 1O <br />PANELMh"fEPANELMM <br />PLUS <br />'IAMiO-MMUN <br />CAUL-�w <br />1. <br />TO <br />TO <br />Ta <br />ommm <br />ca E <br />NL11aE16 <br />7° <br />M <br />OF U <br />TO <br />1DrI0 E16 <br />10 <br />TO <br />10 <br />oonmErE <br />NIUUCONCRETE <br />+45, -45 <br />OR <br />LESS <br />Ir <br />13' <br />t3' <br />Ir <br />Ir <br />13` <br />tr <br />13' <br />13' <br />13' <br />it <br />i (TOP) <br />6,_g <br />OR <br />LS <br />445. -48 <br />+0.5, -85 <br />13' <br />tr <br />13, <br />Ir <br />Ir <br />tr <br />tr <br />IS` <br />tr <br />_ tY <br />73' <br />it 1 2 <br />/ <br />, (top) <br />OR <br />LESS <br />1r <br />tr <br />Ir <br />Ir <br />13• <br />13• <br />Ir <br />Ir <br />it <br />13' <br />Ir <br />13, <br />1 (BOTTOM) <br />tr <br />Tr <br />it <br />13' <br />13• <br />13' <br />13, <br />13" <br />tr <br />Ir <br />13' <br />11 1/2 <br />1 (BOTTOM) <br />VS' <br />13' <br />13' <br />13' <br />'13" <br />Ir <br />tr <br />Ir13' <br />13' <br />t3` <br />Ir <br />2 (10P) <br />tr <br />i3' <br />Ir <br />Ir <br />tY <br />TY <br />tr <br />13' <br />tr <br />iS" <br />iJ <br />it 1/2' <br />2 (TOP) <br />Ir <br />13` <br />1Y <br />it <br />I3` <br />13, <br />Ir <br />tr <br />13" <br />it <br />tr <br />13' <br />2 (BOTTOM) <br />13, <br />Tr <br />Ir <br />tr <br />tr <br />it <br />Tr <br />tr <br />it <br />1r <br />Ir <br />It 1/1 <br />2 (BOrtOM) <br />Tr <br />33' <br />1r <br />13' <br />13' <br />1S' <br />13' <br />13' <br />tr <br />13' <br />13` <br />Ir3 <br />(TOP} <br />1S" <br />1r <br />it <br />13' <br />73' <br />13' <br />Ir <br />IS" <br />13• <br />tr <br />13' <br />t 1/2' <br />2 <br />3 (TOP) <br />- <br />12 1/2 <br />12 1/2..6 <br />1/4` <br />6 1/4` <br />12 1/2 <br />12 t/2. <br />- <br />- <br />6 t/4" <br />a 1/4• <br />3 (BOTTOM) <br />- <br />- <br />12 1/2'12 <br />1/2 <br />6 1/4• <br />6 1/4' <br />12 T12.12 <br />1/2 <br />- <br />- <br />a 1/4' <br />a Ile <br />3 (BOTTOM) <br />B' <br />8, <br />8' <br />w <br />r <br />a�° <br />g• <br />8' <br />g" <br />7 1/2` <br />4 (TOP) <br />8^ <br />5 1f2 <br />-.6' <br />8' <br />6' <br />6 1f2' <br />8' <br />7 /!Y <br />6' <br />6" <br />@' <br />S" <br />4 (TOP) <br />(BOTTOM) <br />8' <br />- <br />w <br />- <br />w <br />- <br />s' <br />- <br />8' <br />13' <br />iS' <br />T3' <br />Ir <br />Ir <br />Ir13• <br />1r <br />1r <br />13" <br />it <br />tr <br />5 (CDR') <br />13• <br />fr <br />1 13` <br />13' <br />13" <br />Ir <br />ir. <br />1r <br />Is- <br />Tr <br />13" <br />11 1/2 <br />5 (top) <br />Ir <br />Ir <br />13' <br />Ir <br />13" <br />Ir <br />13, <br />Ir <br />13, <br />13' <br />Ir <br />Ir <br />6:(BOTTOM) <br />13' <br />it <br />Ir <br />Ir <br />Ir <br />13' <br />Ir <br />13• <br />13, <br />tr <br />13' <br />11 1/2 <br />5 (BOTTOM) <br />- <br />Ir <br />13' <br />tr <br />Ir <br />tr <br />Ir <br />tr <br />Ir <br />tr <br />13, <br />1r <br />Ir <br />6 ('Fop) <br />13" <br />1r <br />Ir <br />I lr <br />Ir <br />Ir <br />it <br />13, <br />13- <br />73' <br />13' <br />11 1/2 <br />6 (TOR) <br />_ <br />- <br />8 1/C <br />6 ,/4` <br />a t/4' <br />6 1/4' <br />- <br />- <br />- <br />- <br />8 1/4' <br />Tile <br />6 (BOTT." <br />_ <br />- <br />6 Ile <br />18 1/4" <br />6 1/4' <br />6 1/4•'To. <br />- <br />- <br />- <br />6 114' <br />6 1/4" <br />6 (BbTf.'4j <br />1r <br />S" <br />1r <br />to 1 J2 <br />1r <br />r <br />13• <br />7• <br />7 1 /2 <br />5 1 2 <br />/ <br />13" <br />4 1 <br />1 (TOP) <br />>B'-6' <br />TO <br />14'-4- <br />1r <br />8` <br />13' <br />13' <br />1r <br />8 1/2' <br />!r <br />8 1/Y <br />9 1/Y <br />'e 1/Y <br />t3• <br />5 I <br />1 ) <br />TO <br />1r <br />7' <br />13- <br />IS` <br />tr <br />9 1/2 <br />13' <br />9 1/2 <br />10 1/2 <br />7 1/21 <br />Ir <br />6" <br />1 (BOTTOM) <br />13" <br />7 1/Y <br />1r <br />tr <br />W <br />I to' <br />1r <br />10' <br />11• <br />Ir <br />tr <br />a 1/2' <br />1 (BOTTOM) <br />t3` <br />5" <br />13" <br />10 lIr <br />Ir <br />7^ <br />I tr <br />r <br />7 1/2 <br />5 1/2 <br />it <br />4 i/r <br />2 (TOP) <br />it <br />6" <br />1r <br />IS' <br />I 1r <br />a llr <br />13r <br />8 I/r <br />9 1/Y <br />6 T/2' <br />13, <br />5 Im <br />2 (TOP) <br />13, <br />7' <br />1r <br />13• <br />1J` <br />9 1/2 <br />/3- <br />9 112 <br />10 1/2 <br />7 1/2 <br />13` <br />5 Ill" <br />2 .(WTIOM) <br />13' <br />7 1/2' <br />tr <br />t3' <br />tr <br />IV <br />1r <br />to" <br />1I` <br />a" <br />tr is <br />1/2' <br />2 (17OF7#SM) <br />t3' <br />r <br />i3" <br />IS- <br />it <br />9 1/2 <br />tr <br />9 1/2 <br />10 1/2 <br />7 1/2 <br />13` <br />6 ill' <br />3 (Top) <br />13' <br />7 lIr <br />1r <br />Ir <br />it <br />lo' <br />1r <br />TO" <br />it" <br />S' <br />Ir <br />a 1/2' <br />3 (TOP) <br />- <br />- <br />12 !/2"12 <br />I/2 <br />6 Ile <br />6 1/4" <br />12 I1Z <br />6 Ile <br />- <br />- <br />6 1/4" <br />61/4` <br />3 (001TIONQ <br />- <br />- <br />12 1/2"12 <br />1/2' <br />6 1/4' <br />a Ile <br />12 1/2.12 <br />1/2 <br />- <br />-. <br />6 1/4' <br />6 Ile <br />3 (BOTTOM) <br />7- <br />r <br />IF <br />5 1/2" <br />7` <br />3 1/2" <br />a- <br />4" <br />4 4f2• <br />3" <br />6 1/2" <br />3• <br />4 (CQP) <br />7 Ile <br />3' <br />w <br />BL <br />7' <br />r <br />a' <br />e <br />4 ill` <br />3 I/r <br />6 1/2' <br />3' <br />4 (TOP):.. <br />a" <br />- <br />e` <br />- <br />8' <br />-• <br />8' <br />- <br />5 1/2' <br />- <br />7 1/2` <br />-- <br />(WTI OW <br />a' <br />- <br />8` <br />= <br />w <br />- <br />a' <br />- <br />5 yr <br />- <br />7 1/2- <br />- <br />4 (801,10M) <br />13, <br />7" <br />!r <br />Ir <br />Ir <br />9 1/2' <br />13' <br />9 1/2' <br />0 !/2 <br />7 i/2' <br />t3' <br />a' <br />{TOP) <br />f/2 <br />13' <br />lr <br />tr <br />IO' <br />lr <br />10' <br />it' <br />Ir <br />13' <br />6 1/2' <br />S (TOP)Ir <br />7" <br />13' <br />tr <br />T3' <br />9 1/2 <br />13 <br />9 Ilr <br />0 1 <br />7 1/Y <br />t3' <br />9 1/2' <br />S (00ffOM) <br />F138 <br />8 1/2 <br />1r <br />1S <br />13' <br />TD' <br />is" <br />W <br />it^ <br />8" <br />13- <br />6 t/2" <br />5 (Bollow) <br />13' <br />9" <br />13' <br />1D tJ2 <br />tr <br />r <br />t3' <br />7' <br />T 1/2' <br />5 1/2• <br />13' <br />4 1/Y <br />8 (TOP) <br />a' <br />t3' <br />Ir <br />13' <br />8 //Y. <br />tr <br />8 I/Y <br />9 ,/2' <br />6 1/2' <br />13' <br />5 1/2' <br />6 (OOP) <br />-1, <br />- 10 <br />1/4` <br />6 1/4" 16 <br />il4' <br />IS 1/4" <br />- <br />- <br />-1 <br />- <br />16 1/4' <br />145 SfF' <br />6 (80T1." <br />- <br />B Ili' <br />6 t/4' <br />6 1/4" <br />6 1/4' <br />- <br />- <br />- <br />6 1/4' <br />is Ile <br />a (BOFT.x)- <br />Q <br />SHEET It FOR 000" TYPE At SPACM FOR NSRAELATONS INTO W(KD F%W BURDIN68. <br />4' MINA M ANCHOR 51K C NO MINIMUM EM INSTANCE ARE WRNOMED ON " S^FiDUEE. FOR ED, <br />THAN NOICKTED ON SCHEDIAE REDUCE ANCHOR SAWING BY MIA.'DPLY06 SAWING SHM ON <br />SCMFOLAX BY IKE FOU.OWWD FACTORS. MR TINS OPFktTION TO BE POSSBY- RM= SPACING <br />OBNAED USING ROM %ALL NOT BE LESS THAN MINe" MIRK tl+D WM FOR ENCH ANCHOR TYPE <br />ON M SCHEDULE <br />ANCHOR rAK <br />1!{1 <br />1/41 <br />1/4� <br />iJ4•i <br />iJ4'W <br />1/P. <br />INCOI <br />aw-ma <br />Da Aw-mmuI <br />DYM-N <br />Mel" maw VACM 00 <br />3 <br />3 <br />3 <br />3 <br />2 1/2• <br />2 1/2 <br />ADMWBd (Nj <br />a <br />J ,/r <br />r <br />3 <br />3 I/r <br />3 <br />oMTANTW tkoJ WOGN <br />3 <br />31/r <br />3 1/2' <br />3 H/2.. <br />d 1/T <br />4 <br />ACITIBI,DMICE DICE. <br />FACTOR <br />i 'Ir <br />2 1 <br />m OAT <br />0,0 <br />Tm <br />'4 SPACINGS ONLY VALID w1(FN SI2LAt�R.B IS USED. SEE 'f .E #1 FOR W.A.S.O.OEM LIDS & MAX. PANEL WHEN SPACER 1 IS USED. ' <br />YABI£ it A <br />A.Sb. DOM LARD <br />MAXIMUM PANEL <br />LENGTH <br />40 PSF OR LESS <br />6'-B` <br />> 40 PSF TO 50 PSF <br />6'-2- <br />> 50 PSF TO 60 PSF <br />5'-10' <br />A MAX. PANEL LENGTHS ARE ONJY VAUD FOR INSTALLATIONS <br />Wf SCUD SET ANCHORS & Wf SPACER AT 12 1/2A D.C. <br />(SEE SELTIONS & ALTERNATIVES ON SHEEi'3 13, 14, 15 &IS) <br />R-IA/13, R-2A/13, R-3A/14 R-19/13, R-2B/13, R-38/14, <br />R-TAW/15. R-2AW/15, R-3AW/16, R-18W/15, R-2BW/15, R 3BWfi6. <br />0 0 0 0 0 �! <br />1 <br />3' MAX. <br />I" ON. <br />MAXIMUM A.S.D. DESIGN EgE.SSURE RATING (11s #,,,1 AND CORRESPONDING MAXIMUM ANCHOR SPACING <br />SCHFDU E FOR REGULAR SI M FAMELM INSTALLATiONS INTO CONCRETE A CONCRETE BLOCK STRUCTTT�!1 ICE= <br />(VALID ONLY FOR PANEL(DINSTALLATIONS AS PER SECTIONS 1 THRU B. ON SHEETS 4 & 5) <br />UK <br />MICH <br />PRESSURE <br />RATING <br />MAXBIIBA <br />ANCHORS <br />SPACING <br />FOR IEBH <br />E.O. <br />PER SCHEDULE <br />APPLICABLE <br />TO SECTIONS <br />MPx <br />LL7�DtH <br />OEM <br />PURE <br />(prc,f„) <br />MARMUM <br />ANCHORS <br />SPACING <br />FOR <br />MN E.D. <br />PER SCHEDULE <br />BELOW <br />APPLICABLE <br />TO <br />k fw <br />E <br />L yGTH <br />TAPCON <br />: SOJD-SETPANUMATE <br />FEMALE:1 <br />PINS <br />ZAMUG-NAtUN <br />CNAC-IN <br />& <br />TAPCON <br />SOUD--SET <br />ZAMAC-NQA <br />CAIAC":w <br />14 <br />To <br />7G.. <br />M <br />CONCRETE <br />OF THEM4n.) <br />Po <br />RT <br />1D <br />1zW1i0aNR <br />74 <br />74 <br />»EWE <br />OF TRIDA <br />>+65, -65 <br />+TS, 75 <br />13` <br />it' <br />tr <br />Ir <br />13! <br />tr <br />13, <br />tr <br />TrM7'�' <br />to, <br />1- ) <br />W-r <br />OR <br />LESS <br />>+7 . -75 <br />+11%-11" <br />Ir <br />S <br />13" <br />101 <br />13' <br />6 1/2' <br />;r <br />6I1r <br />7 1/Y <br />5 llr <br />it <br />4 1 <br />1 (HOP <br />w--r <br />� <br />LESS <br />Ir <br />it, <br />tr <br />tr <br />i3" <br />Ir <br />it <br />13` <br />tr <br />IV <br />, (BOTTOM) <br />Ir <br />a 1/2` <br />13, <br />Ir <br />Tr <br />9' <br />13' <br />9" <br />tO' <br />7 1/2' <br />13' <br />a" <br />1 (BOTM) <br />Ir <br />it- <br />tr <br />Ir <br />Ir <br />13, <br />13" <br />13' <br />lb" <br />lif <br />2 iT� <br />Ir <br />5' <br />tr <br />D 1 - <br />tr <br />6 1/2' <br />Ir <br />6 1/2" <br />7 Ile <br />5 1/2' <br />tr <br />4 1/2' <br />2 (TOP) <br />!r <br />tY <br />tr <br />it <br />tr <br />13" <br />13, <br />1r <br />Ir <br />IW <br />2 (BOTTOM) <br />it <br />r <br />Ir <br />Ir <br />it <br />9 1/2' <br />1r <br />9 I/Y <br />10 I <br />7 t/Y <br />1r <br />6 1/2' <br />2 (BOTTOM) <br />F3` <br />it" <br />1r <br />73• <br />Tr <br />13• <br />13' <br />Ir <br />Ir <br />IV <br />3 (TOP) <br />13' <br />Y <br />Ir <br />1r <br />lr <br />9 ifY <br />Ir <br />9 t/2". <br />10 1/2 <br />7 llr <br />Tr <br />6' <br />3 (TOP) <br />12 1/2-12 <br />1/2 <br />6 t(4' <br />a :f4' <br />2 1/2'72 <br />1/2. <br />6 3/4' <br />3 (BOTr(e) <br />- <br />- <br />1 <br />2 / <br />2 t <br />6 1.4' <br />J <br />6 i 4- <br />/ <br />1. 2 Ile <br />Ile <br />B !. <br />- <br />- <br />$ Ile <br />f <br />671 4` <br />! <br />3 BOTTOM <br />(BOTTOM) <br />6' <br />S` <br />8' <br />8" <br />B" <br />a' <br />8' <br />8 1/Y <br />7' <br />r <br />4 1/2' <br />4 (TT:P) <br />7- <br />r <br />8" <br />b T!2" <br />r <br />3 i/2" <br />r <br />#' <br />4 1/Y <br />r <br />b l/2` <br />:2 1/r <br />< (TOP) <br />6' <br />8" <br />!1" <br />- <br />e <br />_. <br />4 (BOTTOM) <br />8' <br />- <br />8 1/2- <br />- <br />8' <br />- <br />0' <br />- <br />5 1/2". <br />- <br />r <br />- <br />4 (BOTTOM)' <br />SS' <br />11` <br />13' <br />/3' <br />13` <br />Ir <br />13" <br />13` <br />,S` <br />12` <br />13' <br />f0' <br />S {TOP) <br />Ir <br />6 if2' <br />T3" <br />tS <br />Ir <br />9' <br />13' <br />S' <br />10' <br />7 T/2' <br />1J` <br />b` <br />5 (TOP) <br />Tr <br />11' <br />13' <br />13- <br />Ir <br />Ir <br />Ir <br />tr <br />131 <br />12' <br />Ir <br />to' <br />5 (BOTTOM) <br />137 <br />7' <br />13' <br />Ir <br />AX <br />9 1/2` <br />13' <br />9 1f2" <br />TO 1/2 <br />7 I1r <br />13• <br />Ir <br />5 (BDnOMIj <br />is, <br />it" <br />is, <br />Ir <br />is, <br />T3• <br />13' <br />Ir <br />Tr <br />12' <br />tr <br />to, <br />6 (/Ty��,�, <br />IS' <br />6• <br />13, <br />iG 1/2 <br />Ir <br />4 Ile <br />tr <br />6 1/2- <br />7 1/r <br />5 ,/Y <br />,r <br />4 1/2' <br />6 (TOP) <br />_ <br />- <br />6 Ile <br />6 1/4' <br />8 1/4'. <br />8 1/4" <br />- <br />- <br />- <br />- <br />6 1/#' <br />6 1/4- <br />.6 MCTT ) <br />- <br />- <br />6 1/4" <br />6 1/4' <br />6 1/4• <br />6 1/4' <br />6 1/4" <br />S 1/4- <br />- <br />- <br />8 1/4" <br />6 1/4' <br />6 (BOTT-- <br />Ir <br />? I/r <br />13' <br />13- <br />IF <br />i0' <br />13• <br />t0• <br />it' <br />8` <br />Ir <br />6 t/2' <br />1 <br />._ <br />> TO r <br />8-W <br />13' <br />5' <br />13" <br />10 i ' <br />Ir <br />6 1/Y <br />1J' <br />a 1/ <br />7 1/2' <br />5 1/2' <br />tr <br />4 1/2' <br />1 (TOP) <br />7,g'_6• <br />TO <br />7`-r <br />13' <br />7 1/2• <br />1r <br />13• <br />tr <br />10 1/2 <br />13' <br />10 1/2 <br />ll I1r <br />6' <br />13' <br />r <br />, (BOTTOM) <br />Ir <br />6 1/2' <br />Ir <br />it <br />it <br />9• <br />13, <br />9• <br />Iw <br />7 1/Y <br />Tr <br />6• <br />1 (WITON) <br />it <br />7 Ile <br />it <br />1 13, <br />1r <br />IV <br />Is- <br />IT <br />11" <br />a' <br />1 13" <br />6 Ile <br />2 (TOP) <br />Ir <br />5' <br />13" <br />10 t/2 <br />tr <br />6 1/2" <br />Ir <br />5 I/Y <br />7 1/2` <br />5 1/2" <br />H3' <br />4 1/2" <br />2 (TOP) <br />13' <br />7 :I1r <br />13" <br />13, <br />1r <br />D 1 <br />T3' <br />IO 1!2 <br />IL!tr <br />e' <br />13- <br />r <br />2 (BOTTOM) <br />Ir <br />?• <br />13, <br />tr <br />IS' <br />9 1/2" <br />Ir <br />9 Ile <br />10 1/2" <br />7 1/r <br />tr <br />6 llr <br />2 (BOTTOM). <br />13" <br />7 Tf2". <br />/3' <br />13- <br />13" <br />10 1/2• <br />13- <br />tb Tf2: <br />1t Tf2 <br />6" <br />1r <br />:'6 <br />Y <br />3 (TOP) <br />Ir <br />7' <br />13, <br />13` <br />Ir <br />9 $/2" <br />13" <br />9 1/2' <br />10 1/2 <br />7 1/2' <br />tr <br />w <br />3 (TO') <br />- <br />2 1/2-12 <br />1/2 <br />6 1/4. <br />8 1/4- <br />12 1/2' <br />6 1/4" <br />- <br />1/4' <br />6 1/4- <br />3-(BOTTOM) <br />- <br />- <br />2 1/2 <br />12 t/2. <br />6 1/4` <br />6 1/4- <br />12 1/2' <br />6 1/4'. <br />- <br />- <br />6 1/4' <br />6 1/4" <br />3 (80TTOM) <br />3 llr <br />9* <br />a <br />7 1/2' <br />e <br />W <br />4 1/2' <br />5" <br />3 1/Y <br />r <br />r <br />4 (TLTP) <br />7" <br />S' <br />8' <br />S Tf2' <br />7' <br />3 1/2' <br />8' <br />4" <br />4 llr <br />3' <br />6 1/2': <br />2 1/r <br />4 (TOP) <br />...a <br />B' <br />- <br />&. <br />- <br />6' <br />- <br />8". <br />_ <br />e. <br />- <br />(8OT7(AM) <br />6 f fY <br />- <br />r <br />- <br />a' <br />- <br />5 Ile <br />- <br />7- <br />- <br />4 (BOTTOM) <br />7 Tf2' <br />73" <br />5r <br />Ir <br />t0 //2 <br />1S' <br />TO 1/2 <br />1 f/ <br />6' <br />1r <br />r <br />5 (TOP) <br />13' <br />it <br />it <br />9'tr <br />r <br />to' <br />7 1/2• <br />13" <br />6" <br />(TOP) <br />I <br />7 'Ir <br />13' <br />tr <br />Ir <br />0 1/2 <br />tr <br />10 1/2 <br />Tt t/2 <br />a• <br />13' <br />r <br />5 (Barme) <br />WrE <br />13, <br />13' <br />tr <br />9 1/Y <br />IS• <br />9 I/T <br />10 I/2' <br />7 1/2' <br />Ir <br />6' <br />5 (BOTTOM) <br />7 l/r <br />13` <br />13' <br />13` <br />TO if <br />13- <br />10 1/2-PI <br />1/2 <br />a` <br />13" <br />r <br />6 (T } <br />iJ" <br />73"13' <br />6 1/2' <br />7 1/2' <br />5 1/2` <br />13- <br />4 1/Y <br />6 (TOP) <br />Tf4• <br />B 1 4" <br />8 1f$" <br />8 1 4• <br />- <br />- <br />- <br />- <br />8 1 4 <br />B 1/4 <br />fi (B6T1.") <br />8 t 4" <br />6 Tf4` <br />8 t 4' <br />6 , 4• <br />- <br />_ - <br />- <br />- <br />6 9/4' <br />6 Ile <br />6 (BOR.4') <br />$a SHUT I I FOR AN01m TYPE k Ilm" rimwfSTAUAmw Poo WOOD flow &ALDINm <br />e LWOLW, AND" IPACIM AND MINIMUM W E 06TAROE ARE MICATED 5 9 ON TNCHEWE tE FOR .D. <br />LESS THAN ODBa7ED ON SCHEDULE RE m NNGNBR SFAGI9 BY WATPLYNC. SFKNAC SOWN ON <br />SC emu BY THE FO-Lft O FACTIAM F1Rt THIS OPERATION TO BE POSSIRL ROMEO SPACING <br />ORTAN" USING FACRM SKALL NOT BE LEM THIN MAIM "CWD INDICATED FOR EACH ANCHOR TYPE <br />ON 7HH 5xE <br />1/41W <br />1/4's <br />1/4•r <br />1/{'e <br />TINT <br />//4'W <br />ANCHOR TOPE <br />WPM <br />tMrmrWs <br />6w1D-wnxL <br />GwK-R <br />MaRAW ANCHOR SPACINQ 01) <br />3 <br />1 <br />3 <br />3 <br />2'Jr <br />2 1/2 <br />WWNDW"f 6E HMJ <br />3 <br />31/r <br />r <br />3 <br />3'/T <br />3 <br />00MANCLO A) ewai 9n. <br />A <br />3 1/r <br />3 ,/A" <br />A4'11M11. 13300E. AYMIMItW <br />FA010R <br />e SPACNGS ONLY VALID WHEN SPACER IS IISID. SEE T�.E 11 MR MAX. AS,D. <br />DESIGN LOADS & MAX PAMRL LETM,THS WHEN SPACER �i IS USED, <br />TABLE <br />&I A <br />AS.D. OEM LOW <br />PANEL <br />LEMON <br />40 PSF OR LESS <br />W-B` <br />> 40 PSF TO 50 PSF <br />6'-2' <br />> 50 PSF TO 60 PSF <br />5'-10` <br />A MAX- PANEL LENGTHS ARE Y VALID FOR INSTALLATIONS <br />W/ SOLID SET ANCHORS & W// SPACER AT 12 1/2- OX. <br />1G <br />_ --�! <br />+rmu 1LRCa xND. <br />I L E C O EEBc. <br />24 GAGE GALVANIZED STEEL STORM PANEL <br />DAAwI Br. <br />GLOBAL PROTECTION PRODUCTS.r�7/ttso <br />aME <br />4806 9.i. SI tRtIEEf <br />2D-175 <br />T ala R QN MW, YUL1M1e:AFpW A 3n1W <br />R,ii. a 01R Rat-:#Ie . F.: i1.O F»-Tsai <br />DAMIE. FL, 33514 <br />wgXE (R4)lgQ-764A TALC C%s)MQ-eN7 <br />COMING NR <br />INUALLATION, DETAILS FOR LiFE SAFETY PANEL <br />INTO POURED CONCRETE OR CONCRETE BLOCK MUCTURES <br />_...EXHSTINC POURED 1/4•0 TAP T-_ _ P011RE0 <br />ac: CONCRETE OR ANCHOR O 9 D.C. T ETE 0R <br />%11L CONCRETE BLOCK %/.}•.3Y�A CITE SLGCK <br />--_ -- --- <br />-[ I t ilt;4 ( IT. 1,,,,,i d ' \ . / Ll <br />MAX. AS.D. MOMUM ANCHORS SPACING FOR E,D, - AS SHOWN ON SHEETS 6 & 7 APPUCABLE Mkx81UW MAX. AS.D.. MWIAtUM ANGFIDRS SPACNVG FOR E:D.. AS SWIOWN ON SHEETS 8 # 7 A4ALIGWBLE I I ' t' I = i f t 2 I - ( 1/2- 1 <br />If <br />DESIGN TO PANEL OESnW lOMAXIMUM <br />i I 1 i I ' ( t ` 1 ja" Tf4,._-__ � ' T•/2" i/4T <br />PANEL <br />PRESSURE PANELtAATE PAFNELWTE & ANY LENGTIt _ <br />RATING TAPCON UG SCREW WOOD Bi15FAN0 1' IW1WG TAPGOFN LAG SCREW PANEUAATE PANEtAUTE WOOD BUSHING k ANY 9` I ? ! r i ! I I - ( I I f L!2 E.D.• 1 E.D.i <br />Air" PRESSURE <br />(p.tt.) FEMALE ID PLUS TtON ( ) COMERAWON LEtlGitH i ! i I I ; I t S r ( -`- -_-� ; 7 t <br />�' THEM (p.W,f,) iD.lA1.E PLATS OF THEW <br />(n•) I lc : SS. BOLTS 1 111 <br />13' 13' Tr 13' 13" w 1 tr 1S" it 13' 13' ,W (TOP) ? I I ! ' L <br />d I I' 1f(lLSE2FOR PANEL L , i �� �i 11 j II MAX <br />13' Ir t3' 13' 13" IRA (BOTTOM) Ir 13" 13' tr a` 1W (BOTTOM)�. OVFA T'-8IPANEL lE1FCtN81/2' B 1/2' 6 Tf2" B i/2' 8 ff2' (OOP) a lf2` 6 1/2' a 1/2' 6 t/2• fi Tf2` (tW') l I ! ', YRSTORM PANEL ! I i i 1 IRE /GULAR STORM PANEL t !! ' H II ( v p 1" Mln. <br />i a` -a' O +40.0. -40.0 P•e+T• g 1 I"--"EPAPA 1 i p I <br />B Tf4" 12 1/#' elf#• (IFO1T.") 5'--O' - 8 1/4" 12 4/2' 0'1/4' 2w (BDTT.') 5•-O" p i- i ! '� , 1.._ �_ )_.. '!.. ._-- I'__I _-_ -. _i -. _ ---_----. (wf NOWERAP AND PANEL LENGTH BOUT t 4•Q-28st• EXISR(JQ„p To GLASS, <br />,/4•.-2wr p , 4'A.2I,r <br />i ----e 1 r p 1 <br />OA' . ' ! 1 i t FP-: ., _ . _ •E - 1 , ., p-' - _. -' .. EMISTHt(G-#i GLASS ..: ....., aHx.15 w Ex{Sti <br />8' 8' 9` 6' - 3w (TOP) L� 7. 7 1/2 a 8" - GDP) LESS I ! - €. I LIFE. SAF£t1+STORM PANEL } >.,..� _..�:_ tuM wRAW4q. t I I....._ 6LVE H,xE Fw4L <br />H .. _. r-e' O +BOA, -S4:O p,a,t (A,ASS 6._..___ W U' 0'T- a FA DIMS <br />-. -I_.- I.._ ��k .. .. ._.._.__ _. {! ..... ' .. \wl-....._._..,.)._.._. _...L.- yI ° ( , ' (W/O OVERLAP MO PANEL LENGTH BW-TJ A <br />�. i... t ...�._ d � .�..., !..._ 3 L �.__.__. - : Ii I wowaEN r-iry LEAbN tWTn r-a'} <br />e e a 6 3W MOTI M1) 7 l/z' a 8 6 3w (arm) :...... _ 1 -.- >.. I t _. r -- - I t I p <br />T3` (TOP) 13" 13' IS' f3" 13' W (iDP) -..-. - -,-...._r._. ._.- T . .. .w.,.,.,� .It ...__�--_, 1 _ i - V .._ �..�F_ _ 77 T +: , <br />A i i ; A TINE 2 -w MIN. PANEL LENGTH I H s L' Max. 2' FM%. <br />+48,-43 1S' 13 13' 13 13 MDITOM) +45.-45 1r 13' 13" 1r 13' 4W (BJnOLF) I i I ,)_-__.� 1/4'e-20x1` , \ _. }._. ___}__ ___F_ i____� �. ___�___} Ai Ali NOUILTMDS R-.. ._...._ -L-- I <br />13° 73" 13' t3' 8 t • N TO _ ' ! I , ' ! i AT EA. 7S W t '-_ i I S} - _T- SEE E LENS PANEL L <br />LESS !2 GDP) +75, 75 13• tr 13, Ir to' iw (TOP I j - I I i0-.® ---_ - '- %{SEAE�ELEy ON (� I (SHE HEEYA p (SEE ELE <br />13' t3' 13' ,3' 8' 1w (BOTTOM) 13, it 1r 13" 6 ,ft` Iw (BOTTOM) <br />1 ; ! : I I : ` ON SHEET 12 R I SHEEN 12 .. I ON SFEI <br />i , , I i I I Min• ....I . ) ) g /` Yln. H <br />8 1/2` 6 1/2' 6 1/2• 8 1/2" 6 Ilr (OOP) a 1/Y 5 1/2' 6 1/2' 6 1/2• 6 1/2' (TOP) tT.�} i \ra - � ' �f W 2 i u TOCIASS. I 1 p To <br />- - 6 1/4" 12 1/2' 1 6 1/4' 2W (BDTT,') >5'-U` - - 6 1/4• 12 1/2' 6 1/4' 2W Isom.) _._. <br />4 1/z' S• 8 Tf2" b 1/2` - (T�) 145�4' 4 tJ2' S' I if2' 7 1/2` - JW (TIDA) 7*-S" I y ' I 1 ! 1 ; ,__ ' -, ,_ �_ � N 1 Llj } 1 <br />4 f * 4 i 2' 7" r - SW (BOiiOA1) 5". 5 1/2' 6'. 8" - 3W tBoilTlN) i. I , 1_.__ t......._..,_.i. t : �.. i' __..�. - +•tl!, a_..,..^�_ .1._._._,1._.__L itt i t /•t f:`'1 ;. <br />10 1/2' 9 1/Y i2" 12" 4^ (TOP) 13, I2" iJ' ,3" 5 Tf2 MP) d.�._,_T,-„-,. :I `�."� ._...�T__.-_i•-., 1........•.)...._..�,.�_-.... " ..__. € -r-��--r' jam- ,I -��-.-...- {�-- 1 R i y, j i -/`: T. i. , i i '� ,s" , e �"` H 4�f I <br />' 3• 8 i 2` Sw tr Ir 13` 13" i0• Nw --f. _. L......»-f-...,_-# -- >- --__"p'.--j`-I--2-'-l-i'--- _!.._.___ '__,.-.'_'' -- `---r-•Y••.•t--.•,. '-?__-_"_-___`-'_S'-....'_¢--^ ., ,--)'---i 8' ( e.O* I A."Fi <br />13 13 13 1 f (BOTTOM) (60TIOId). 4i. i i 4 s t , i s : -.i} NGiCSas A7'srD'b_. ! I <br />+ SEE TABLE }II FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER 0 IS <br />USED, CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 8 <br />4 SEE TABLE r1 FOR %W. A.S.D. DESIGN LIDS & MAX. PANEL LENGTHS WHEN SPACER 0 IS <br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 <br />SABLE <br />!1 A <br />A.S.D. DEStSNt LOAD <br />MAXIMILM PA <br />LENGTH <br />40 PSF OR LESS <br />6'-B' <br />> 40 PSF TO 50 PSF <br />6'-2• <br />> 50 PSF TO 60 PSF <br />W-10" <br />A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS <br />W/ PANEL MATE fpWX ID OR PANEL MATE PLUS <br />ANCHORS & W/ M SPAQMNB NQ2 1/2' O.C. <br />Ile <br />MAX. O <br />STORM PANEL. <br />PANEL <br />n <br />RIGHT PANEL <br />IA/13, R-3A/14, R-1 <br />8/13, R-28/11 R-38/14, <br />-2AW/15. R-3AW/16. R-1810/15, R•-20w/15, R•-3800/16. <br />(SEE SECTIONS & ALTERNATPAS ON SHEETS 13, 14, 15 k16)------------------ <br />I IFE SAFETY STORM PANEL 0) ELEVATION (t) <br />2.88r SCALE 1/4•.I" <br />(AWL CYEraWHO AP -1 LE WLLE\) !( } <br />3' t INSTALLATIONS ONLY VALID FOR WIND <br />1" MW,i SPEED UP TO 170 mp.h. <br />-� <br />1/4` MAX, GAP <br />H <br />LIFIE PANEL <br />' # � <br />FLORIDA <br />BUILDING CODE Non Hl h WN1IcI mu <br />can* torte <br />EXTERIOR�tN" <br />SEO.I:j0 A -A <br />SCALE 1/4"<1• <br />�ORIOA : •' <br />,..�y� <br />Y�- <br />N m,Eov. M <br />iL E C O 1uc. <br />TILT E � w. w&. ,QWwI aaaart n .n�,: <br />F,.., �+sw .I,_ Fr.(�g e,-,p, <br />24 GAGE GALVANIZED STEEL STORM PANEL <br />FX <br />DBNN 6r. <br />GLOBAL PROTECTION PRODUCTS, LLC. <br />46IM Si. St 614 <br />PIagS (454jE19-7eM nQl: ro54�-62Wr <br />OM-71 n. FAA, <br />om: <br />20-175 <br />P,E. S6WJROlQIM[/DIJE <br />r,r W,. <br />'MOLTER AImIJn. FE <br />Doomm w,HhfD0W714 <br />Alx w wweir I:es ,WL w <br />eere. <br />mI <br />I. <br />LRd3 12 a tW <br />SEE gNEEEs ib. & 16 FOR ANORM <br />AIFCIFDR 711L <br />1/4S <br />TAPaN <br />TYPE R SPACING FOR INSTALLATIONS WRO <br />WOOD flow "Dow. <br />MWaNUM ANCHOR SPAONOS mo MINIMUM <br />HaAEpHN AFI0k1R MAAWI9 OW " <br />3 <br />4 'Cs1wQ4 QAJ <br />aeTUNrst1A1 RaeN Wre4 B4) <br />3 <br />EDaE INSTANCE ARE INOrA11D ON TIES <br />SCHEOUE FOR ED. LESS naN IDEATED <br />ON SC 4MU REDUCE ANODE SPACeD <br />_ 3 <br />In, M7AflPLTm SPADING 9FOWw ON <br />ByTHE FOLLOWING FACT01m <br />FOR Im OPEAlom TO BE FILE, <br />mum. ow womor M <br />FA"SCHEDULE <br />f 1/2' <br />atl <br />REDUCED Wkwm WALED UBRD <br />FACTOR SA" HOT BE LESS THAN <br />r <br />asO <br />WAILAI S/ACNG ma"TED FOR EACH <br />ANCHOR TYPE asTINS SCHEDULL <br />' <br />Eo <br />MS <br />TAPOON <br />R O 9` O.C. <br />POURED CONCRETE OR <br />E EILOCk REOUIRED. <br />SECTION R-2A <br />e REGULAR PANELS <br />WAUi. MOUNTINGS <br />.FH7NHFr _ SCALE 3/B.Y <br />O <br />N <br />Cl) <br />-Cu <br />O <br />N <br />+. <br />U <br />O <br />Q <br />O <br />cu <br />0 <br />Cu <br />O <br />O <br />Q <br />o <br />W <br />M <br />O <br />O <br />-F--A <br />IL <br />;.I._ <br />Cu <br />O <br />^O^'' <br />42 <br />O <br />^ <br />F <br />-0 <br />.a <br />vJ <br />Q <br />( <br />0 <br />V <br />> W <br />d <br />0 t <br />c <br />6vwN <br />m <br />y,c <br />W <br />N <br />>= d <br />N <br />c <br />as <br />> <br />■- � Nv <br />C <br />C <br />cu <br />w. Q <br />U <br />Co <br />Cc <br />d tit d <br />a>i c <br />fJ7 • d "® <br />E <br />Ev o <br />4..1 <br />O <br />4F.. <br />PPNp INSTALLATION Q SAFETY, <br />QUAILS FOR LIFE SAFEL nINSTALLATION DETAILS FOR LIFE SAF,Egt PANEL 6)I <br />T RES INTO WOOD STRUCTURES <br />INTO W000 STRUCTURES <br />INTO POURED CONCRETE OR CONCRETE BLOCK_ STRUCTURES CT.1�_ <br />POURED 1/t! TAPCON mm POURED h '- <br />ANOHOH O 9" O.C. OR ANCHOR O 9 O.C. t CONCRETE OR I _HEADER - wpy0 HEADER MEAGER 11 IEAQER ) <br />% CONCRETE BLOCK !. CONCRETE BLOCI( IRED OUNiED HEADER _„ �WppD HEADER <br />REQUIlt O. R£(AIREO. i . 3{ a t UIREO �,- �, Tff6lRRffi Cn }O <br />-_4s9�� t 4Y TAPCON 1/4"i :ACT , 4"F TAPCON I 1 4"Y TMCGN <br />O 9' O.C. CNDR O. 9` O,G. i O 9' O.C. e 1 4"i TAPCON 1 4'9 TAPCON <br />(f ,...T,rry"} �.{/�•�� ! �,�g /p t }! 11FX2 O 9' O:C, l y !M B` O.C, <br />If4, ,/2' 1/4• MAXi V \ l! f t ! -Beer p4) (/ l� f (� <br />1/2 'Tf4• 1 1/<" 1 ,if 4, <br />t 1/2•1/4' �^ <br />MAX. s / /2. i Tf 4 v J <br />/ Y <br />6 I 4 F 29xr N 7D TRAss: _4. tan' i <br />cu <br />£%OS'RNr 9 .� 1` ea36 w,6� ,�. _ sB, eam If i 6 1 ,14w0a1r I p !_ i/C.-mn• R I i N 1 <br />GLASS AI B, rANM _... v..-._ - s.1._...... W EAw C N I eDLT3 <br />N I i E1 II T tw ,.� •r-3axt I _ <br />OUS7INSwA I ND-k. 6 - t GG •'�f. 3a eadvA" I g - ._.-"�/k,-----. _ ..: aw. ExiBTI I _ . Tt4 <br />n ( CUSS R . /__y,_._.. _.___ f N.._._-.� R-_:---yA'-:- _ WEAL tT N I N <br />GV35 _._. W Dt EXST G 1 n_- �I...___ I E7w"i r 1 GLASS N •'r BDtTS r <br />p t 1 R° iliac u__ r .._ , v MAX. - N _ 1 H ..�.. _ <br />_ 1 l 6sE IM ANWL <br />N H N I 1 I WAS•: g ./ _..t.._,_. I p 1 rBNmx atlF Y•r! faA4S N <br />PANEL LENGTH R-._=-'-=`- '_ .T---- L3' Ti1N+3 LIIiOTH k H9+WN OAR r-4i i x tl 1 M. ta9F 7-4 } � R ----H- ---- i <br />rw Av6L 7 <br />. CL <br />(SEE L LENGTH 6 1 ON SFNf7A1 1 f I EL MAX 6 I , N I ( EL MEN. - ._..._- WA'`S <br />E 1" WTI. I 4N SHEET 7O 9 g-•-"'- 6. PANEL LENGTH N Nq ,L PANEL LENGTH 11 I R I t" I.W. <br />9 p � � "EL Max. N 1 (SEE HIEEt 2) U 1 7 {SEE EEET 12) II `EL MAX. PANEL LENDiH <br />1 - N 1 ' (SEE ELEVAI'Osl B 1 ) u I( N� (SEEvAtwH <br />N TO GLASS. 11�- I PANEL LENGTH ON SHEET 72 i PAWL LENGTH 6 1 ON 9f#ET / N 1 PANEL LENGTH R'- 6`CL <br />If TO ARA _ SEE H ET 12) n L I (SEE E3EYATRRI p 1 <br />B L/2 a- I % 11 L ON MEET 12) G T I N T ON SHEET iz} Y 1 E j ON SHEET 12) u 1 ON SHEET iz) <br />6 L{ To GLASS. - 2'ltpN..._. q 1 1 70 WAffi. .1 -E;t N N F°fAn. 1 i I�'•--SEPApATKki I I A r WTI. H 1 „}.i L..d <br />I g. I N - T 1 N•-SEPAR47KRF--- -r I. f <br />Ll2 p Tft GLASS. /� i 4;J E, u GEAfiS, 1 I �H•_-gEpA7 ,.. i $" <br />C9 iO i <br />�..ti <br />1 <br />DUST"op l EXISTING Paut3EOi I f 1 •12 , r f a ,2 Jr 1 I F r T 1 I Lfz <br />CONCRETE ,Y 1 -. CONCRETE OR r FA l 1 L. •} <br />CONCRETE BLOCK ` _ CONCRETE BLOCK I" j I aC i E i tK I EO. i *'.•1E`� ° �. i ...Y <br />EOL <br />REQUIRED. j I t? REaATtEO. i RD'arm} i -.��� Ep• t I ) I H i = i i i • +x ,H'aO. £'O. "II : 1•-,w. 4• r Eo. `.. .i t i a M t!P I w_..I EG. ^.�. 1 i s tt I„Er a,: O <br />LID. -! <br />f 11 I rx+. WM- I; i �32�y16y/p,I L <br />77 ! 1: �fff i i S REQUIRED I t I V 4 i TE <br />a 12 ,J2" 4.e. 2 a4' 1 WOO,Q , I /.� <br />1 4'i PAN0.M1A1E PSECTI 1 4'4 FANELMATE 1 I'. 1 '4 t# 6 TAPL,'OFk ( i 1 4"W TAFf`AR ; 1 4`W TAPCOH 2'A4" I r 1 Id W-D--)I--E- 1 i 2"x4" '_ <br />ANdiOR O 12 O,C. ANCHOR (BEYOND} 7 i; ANCHOR O 9' D.G. 1 AN'CWOR O 9" O,C. S - ANCNOW O 4' o.C. PLATE - } l 1 If 9 4 P TAPCON OUII?ED 9 W9 {{ '., NEtIRW ` ' I ! <br />STA(.YF'ERED W/ STUD } # 57A1'�#HE0 ie/ sm ,., � i T�0u1RE0 � d � : -✓ } I t � - .-,/ ' 1f4'e PANELWAT£ PLUS <br />*�-. 1 7 4 W PA4ELMATE PLUS \ I S. <br />I! ( 1 1 ' ANCFHOR O 9" O:C: e <br />WALL MOUNTINGS i wow ' fHOR 0 12 tl2' O.C. L ANCHOR Y Tz r!z" D.c. <br />SCALE 3/8-1` U'rE <br />SEE AIXETS 13 a 16 FOR ANCHM TYPE k SPACM FOR _ �q <br />NSIAE19" NM WOOD FRAME BUILDINGS <br />L REW11RE0 ✓''-•-' REOINRED i ; E� i, i '1 } 1 A , ■ (� <br />MINIMUM ANCHOR SPACM AND IOWAN EDOE DISTANCE - t <br />ARE NiMMM ON THIN 90111KAL MR LM U3$ 7FMNcu <br />WDDATED OF SCF EmE REOHCE ANCHOR SPAaD BY ALM - - <br />MtILON.YDHC SPACfO SHOWN ON SCHUX)LE BY THE u <br />FOLLOWED FACTORS FOR TINS OPERATION TO BE POSSIBLE, - pyy�ylppTlVE R- E„o,Q - <br />RE}XIOED SPACING OBTAINED USM FACTOR SIHLL HOT BE P m <br />O MPMA - HM11H1NNNur <br />TYPE ON THIS SCHEDULE. ,M11yttHIEANH T! AFArAAH OUNTINGS - "Run YI &L MI�,�[�NGS WALL_ MOUNTINGS ,,�R <br />TUMSin 00 T ISSCHE UVICLE. a WNOCATED FOR EMWI'ANCFDX NI. <br />,N, Wi TINT` '• 9l -1� A Tt S(•xE 3ln•,` SCALE 3/B.1' J�'s LJ.I <br />MMipAi aIK11OP ePACWa tW, TA'QW EM <br />3✓C!� ,11►?�^ 'CEO• ".; ' <br />`` FLORIDA BUILDING CODE Nan High VelocityKu can* Zone `: DENS � a FLORIDA BUILDING CODE Non High Ve10c51y NMFricane Zone g D.44167 FLORIDA BUILDING CODE NDn High Velocity Hiss cons Zono <br />•wrwe,Fx �+•'� t}W 3 3 L - 42020 milm 1Na - FF. 1tltaAW: Tk : * aam IE'IOTa <br />O,mM1aW:ar Gme t1 N1m B,J 3 3 ,n 3 * * * _ °tea TWiFDa We 24 DACE GALVANIZED STEEL STOIB4 PANE! r'•a, _ . 44167 24 GAME GALVANIZED STEEL STORM PANEL 24 GAGE GALVANIZED STEEL STORM PANELWAIIII all. <br />Q <br />1. INSTALLATION ARE ONLY VALID FOR A.S.D.. DESIGN *. = _ -^ U' t. INSTALLATION ARE ONLY YAUD FOR MO. A.S.D. Z'a'.ATE M <br />IE,'_C O EON:. AL PROTECTION PRODUCTS, U.G. DINE: <br />AEaInL emc ooFEx Gray FWCIDR = <br />07/2T/]OM PRESSURE RATINGS (p.s.1 AND PANEL LENGTHS AS =* .. INXIIALPROTECTION PRODUCTS, U.C, °Tn', �.� F w/n/mo <br />Z 'QO-. STATE ) _ * DESIGN PRESSURE RATINGS (ps.t) AND PANEL $ O'• LOR �- z <br />lr, 'QAIO R I IMc. L PROTECTION PRODUCTS. LLC, aTE PER ELEVATION ON SHEET 71. STATE Ili.IECO ENc. - LENGTHS AS PER ELEVATION ON SHEET 12. <br />2 t/2' T Da1 - 9,A •••, •..•• ` a -- co Moo S.W. 61 i:iif6if �}, • k. tH101 - ixNaAw•T h S/ �� Ixltr IEei1Na k N6 1x1E6'AWY sax 9:w. SI 6nw <br />2, FDR NEW WOOD FRAME WNSTRl1Cn0N• wDDD. y'' MOW 9.a. 6, sOEF7 � / <br />/ONAL F� \ j Mr R r Me YATFr awWex R n,R uAw R 3vt4 20-175 MEMBERS TO BE SOUTHERN PoNE No 2, W SPEGFIC OF OR1O ,. Z AAZ43 xa a1w a r aw WOM wos a 13 4W ONME rL 33314 20-175 2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD 4ir F ONAI / yvit7 Aa 31Q R W Apt wrw wow L MINT OWE' n. 33314 20-175 Z <br />3• Im IH % n.. ,LINO nt-14T3 . FIN . aref g4•:xAf P1KtL` i�4)6GW-73kL Our. (m4)WtR-67e7 f ,... 4`` w.., . Re0 ao-,aw Fe , pw m-tLTt PFEd�r ( 4j8NW-75t6, PAK: (mQ1tB�6)Q7 MEMBERS TO DE SOUTHERN PINE No 2.. wf SPECIFY.' NFNNNiNEal' ( Is.., f !'�N m-wo . A.: PMJ mmiu PHaE (Q6+ F381S: EAx: (NM •nm <br />Bnt oPWB+a a Ne DRAWHG w: DENS" OF 0.55 OR EQUAL, ox am7» <br />wx r. ,s,.r. „a w r ....r ..L DwM1MF Na <br />..- - • TtRw/DA:E , fa W PE.:SELLJtarNiMliE NWLTEB A Jr..Pi. <br />Ms NLTt r..rw w.r . ,os.m. a. M.. DENSITY OF 0.55 OR EQUAL. 1j`l 'r ..�..� y_ rx,. rrlr, rW ,. wrw, '-"""""""' <br />air - ' <br />PE SFNf9O✓ti7EAFE/EMiE VW SER !4 143tf ,k.. PE pP WI[LT 14 M iW AFEn WN, A .k., T , Sl9iT IO M IRA ffIT t iF•f x. 6FIdi T6 Or'. <br />�I <br />a <br />SHEET NO. <br />SH 1A <br />