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POUIIED COMCRER. CONCRER <br />BLOCK OR 2'N' WOW FiMMF <br />REOVUBD <br />r <br />,1 <br />tiJ <br />Mn <br />✓ tj (! <br />' I '. <br />2• x 4' 1 .12a' - <br />]t03•N,4 dt - <br />0065-te AlD'I , <br />DOWN ALUM AN43 <br />CASE A (PLAN) <br />SCALE I / 4-- I' <br />END CLOSURES DETAILS_ FOR INSTALLATION IN POURED CONCREJE. <br />CQN T�_�LQ�K OR WOOD__�TRUCTURES: VALID FOR REGULAR. LIFE <br />1 <br />1 /��, <br />.. _,. i.....,.. (7Z} •� ,V�' OP &ri eia�LIOI EOP <br />T M". -1 `1 & 0 D FAA1a <br />I Vls _ < 1/e, t <br />F 1.I Yn <br />1/4'. . 1 1 i 'APL'LW <br />PIXIPFO COAIGRD! 1 1 / 7 1/2' <br />CONCRETE a,OCN 0 1 L ANCHOR • I2 OG <br />Y <br />2•N' WOOD rRAVC 1 ..11 OR� .y;l <br />REINIWCG 1 rll <br />1 <br />1 <br />1 <br />f <br />,APIES ( 2'. r . 055' m AAIEMM,E lAcliroN <br />5'_ t' S' ASS' Cl1O <br />:�_ <br />L 4121 M?+ i AW. AAXAE aR <br />,0e0' 3106-INNS• . LII <br />`---'T-i, / .- . '. , .. <br />/ I_ ,K ,II METAL AAI. eTO PLA1F . <br />Mal. CAD ♦•0 J <br />ye . NOT 4. e . air <br />�.-J <br />e ,2. Cc 'S;05- 14 OR W"-Is AIOY <br />W/,AC.NVT GNH NW„ MI= <br />�A�E B jPLAN1 CA$L&_..(PLAN) <br />SCALE I/'--1' SCALE 1/4-.1- <br />2• . ]' I Ae3. 3105 H-14 DU <br />60e3-Ie ALLOY CONE, AGM. <br />WITH 4.4 G 1 .' AM2 2 3/ , <br />fAHI1oFl O 12 OF. <br />µ�l <br />(1- <br />v r:.. <br />71-11":_ <br />4/WL <br />Y,/4• tW <br />, POUNED cONCRiN, CONCRrN <br />B4OCX (F 2-.4' WOOD FHAME <br />RIOUIR7:) <br />CASE D (PLAN) <br />SGAE 1/4--1- <br />1 sw SET OR CALH-N <br />I 1 M ❑G.a PANEIWR <br />1 . POUI1l7) ODNr.MTf f70S,RIG ,Aw Ar rtyAE 10 AND <br />1.5% P4ORED rONcRE1E, 1... ( , ,© 10 •� OR GdKRIL Kop, Ton, sorrow OR PAHEIMAIC ncus (sa <br />CONCRETE WLCT OR "I'li I A �/� 4! r.4' WOW SORE Or OPENS,;: SCHEDULE. Oil SHRINE 0,' <br />(YIN. PANEL - -1 \% �, IlU 1R.MI RwU.ED m APIN,ICAOLE 1 <br />DVERUIP ItC♦'DND F•G,:IS:. 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Lam) r _UAW yy M (rl,pM-ra,e, FA LoHlIm- 7 <br />~G-mOETe e�r�.�.®ir Y,TWr. ,-i - OMAW M_ <br />P'[ SIAJ9pNIUAIE/aR wRLtYP P NIR Hlei -Tf -T- <br />__ __-,__ ____._._..____._._...-.-._ 31ti e a M <br />MAXIkUI_A 5,P _._p_E 1G1f...PRE$,URE__BAT1t1C- (,p..iifJ_AND-CQ gE.5PQNDM _MMiMMM__ANC�i4.R 5PACM <br />SCHEDULE FOR REGULAR STORM PANEL_ j, INSTALLATION 5 INTO WOOD STRUCTURE`,?. <br />(VALID ONLY FOR PANEL 1O INSTALLATIONS AS PER ALTERt,ATIVES 1W THRU 4W, ON SHEETS 6 & 7') <br />YA%. ASD <br />DESIGN <br />PRESSURE <br />RA i ING, <br />(P.- J.j <br />F . MEETS 6 k 7 <br />MAXIMUM ANCHORS SPACING OR E.D. A5 SHOWN ON 5 <br />--•-_, ._.�_. <br />P <br />AP U AN t <br />ILA <br />At if <br />CONONANY <br />Or THEM <br />MAx1MUM <br />PANEL <br />,ENM,, <br />1' <br />(r,.1 <br />,�- <br />TAPCON <br />!AG SCREW <br />PANFLAMTE <br />FEMALE D <br />PANELAATE <br />PLUS <br />WOOD BUSHING <br />13' <br />- <br />1J• _ <br />-__a 1/Y - <br />,Y <br />1V <br />13• <br />Ir <br />1W (TOR) <br />-- <br />I <br />___ <br />1r <br />-_- <br />Ir <br />--------- -------- <br />13' <br />IR (WnoM) <br />6 I!r <br />6 I/r <br />6 1/2• <br />a 4/2. <br />211 (tOP) <br />- <br />- <br />6 1/e <br />12 I12' <br />a 1/4• <br />---- <br />(eon ) <br />5'-O• <br />_ <br />r <br />-�-.. <br />r <br />B" <br />---- <br />r <br />- <br />_-_- <br />BOP) <br />LESS <br />_. <br />e• <br />a <br />_. <br />e^ <br />e <br />__ <br />- <br />Ji ( ) <br />l <br />1J• <br />13• <br />- U' <br />IV <br />13, <br />_ .__ <br />40 W CUP) <br />_,�,.,,�_,I-,,� <br />.4 -46 <br />LESS <br />1 <br />- <br />Ir <br />- <br />13; <br />--. <br />is• <br />1T- <br />w Lw..,,.) <br />1 <br />13" <br />tr <br />it <br />Ir <br />a IIii:71(i <br />..._ <br />TOP) <br />_ <br />IS' <br />tY <br />p 13• -_ <br />,Y <br />6BOTOM)61/2- <br />-5 1/r - <br />e,/2'- <br />461/2' <br />.._ a 1(TOP)>B'-0"- <br />TD- <br />•i <br />/ <br />r <br />6 I <br />L <br />e1- / s <br />- <br />(TOP)2 <br />u _r <br />..t0 ,/z• <br />,]• <br />9 ln� - <br />11' <br />Tir <br />. ._ __-._. <br />1r <br />_.,.. 4OOP) <br />81/2" <br />41F (B5T011) <br />1]' <br />t]` <br />• SEE TABLE /1 FOR MAX. A.S.O. DESIGN LOADS & IAAX. PANEL LFNGTNS WIZEN SPACER lW- IS <br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEE'i 6 <br />MAX A.S.D. <br />DESIGN <br />PRESSURE <br />RATiNC <br />ED <br />P I FOR .. NON SHEETS 6• ) MAXIMUM ANC.HOR> SPACING 0 E.D AS SNOW EFTS <br />APR CAE,LE <br />TO <br />TC44Alr - <br />COMBRIAI1pN <br />Of 1HEN <br />MAX <br />MAxMHIlM <br />OF, GTN <br />It) <br />TAPCON <br />- <br />LAG SCREW <br />- <br />FEMALE D PANELMATE <br />PIANPLUS TE <br />WOOD BUSHING <br />,J• <br />-_.--..., <br />is, <br />13• <br />__ "^_.... <br />t3 _.. - <br />_ _ .- Ir _ <br />612. <br />! <br />is" <br />13, <br />Ir <br />IOU rim <br />____.._.-_� <br />e• <br />___,_._.._ <br />Iw (�f nw) <br />1 <br />e n <br />61 n' <br />_ <br />61 - <br />/s <br />ei2' <br />! <br />RoF1 <br />- <br />_. <br />_ <br />6 ,/4 -__ <br />_. <br />12 1/2• <br />_..- <br />a t/4' <br />__ _ <br />Ie (BOLT.•) <br />.� ... <br />V-0' <br />Y_.. <br />7 1/2_ <br />11 <br />Ste-'-. <br />LESS <br />t ' <br />r <br />r <br />e <br />3W _. <br />Nonw) <br />. <br />I0 <br />], 75 <br />1 t* <br />_ <br />1-' <br />s <br />_ <br />1 r <br />3 <br />__ <br />_.__ <br />IS' <br />(BDTi'L11 <br />IS <br />Ir <br />I]• <br />is, <br />to` <br />lot <br />_ <br />13. <br />is'_ <br />___ <br />13, <br />Ir--__ <br />_ e t/4•. <br />_ <br />tW (907TON) <br />6 I/Y'• <br />a ,n• <br />6 1/2• <br />a In• <br />6 I/a* <br />_ (TOP) <br />_- <br />_. <br />el 4' <br />, t <br />x 2 <br />6 Ile <br />7R 110n.• <br />To <br />1 /2 <br />s <br />71 - <br />/ a <br />ilL / 7 <br />tTa).. <br />r- 5• <br />IV <br />17,2 <br />.. <br />.-.,___. _. <br />ta` <br />6 ,/2• <br />._-,_. _ . .. <br />.._ <br />13• <br />s^ <br />,r <br />-.. _. _ <br />t]' <br />e• <br />_ <br />- <br />so, � (eonaM) <br />- .- <br />4W (eoTTa) <br />,r <br />. - __ <br />_ ,3' <br />s 1/2-pop) <br />-. ___ <br />,D• <br />• SEE TABLE /1 FOR MAX. A.S.D. DESIGN LOADS & MAIX. PANEL LENGTHS WHEN SPACER k 15 <br />USED, CORRESPONDING ONLY TO ALTERNATE ZW ON SHEET fi <br />TABLE a I A <br />A.S.D. DESIGN LOAD <br />MAXIMUM PANEL <br />LENGTH <br />40 PSF OR LESS <br />6'-B" <br />> 40 PSF TO 50 PSF <br />6'-2" <br />7, PSF T­Ow PSF <br />5'-IO• <br />A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS <br />W/ PANEL MATE AJM&E ID OR PANEL MATE PLUS <br />ANCHORS & W/ SN "O,C. <br />3Q..'`\CFNS . , FI <br />I N 41167 "_ „I_ morn .A <br />', * - — --- <br />- *' * � - <br />'S ATE OF . N IL EI C O l le c <br />yw'}ib ;',. ORLOF;.%r����, �y'C,&u' :IwT`.F,ts.,i'IN .A. F�:•ow"+u..'r°wm:,n <br />v,., , . •- fir w.- fNH m-.Yp�.- 11,-1 n,_, <br />r'FSS,' •Ip;.. \ r <br />11*111, <br />unu,W wALnP A— 11 nLLn A. Y, <br />INSTALLATION DETAILS <br />FOR LIFE SAFETY <br />PANEL C1) <br />INTO <br />PQUREQ_ _CDNQR.ETj OR <br />CANCRIETE BLOCK <br />STf�UCTURE5 <br />1/4.0 TAPCON <br />[.tISTI PnUREO <br />N;R <br />,J4-. ,APCON <br />-UISTING POURED <br />ANCHOR O 9. O C <br />E OR <br />ANCHOR O 9 O C <br />CONCRETE OR <br />�, i <br />CONCRETE DLOL-x <br />RFOUwED. <br />) CONCRETE BLOCH <br />•'i REQUIRED <br />' _ In' t ,1/4' I L 1/7 II/4. <br />11 <br />,ANAL+, .. - MAX. N <br />1 I <br />"I r I 1 I <br />I 1' 1 i l <br />e I N I• mi. I <br />N I MSLPARA7ON 1 <br />e 1 ,.•. 94G, R TO CLASS I -- <br />'.I -30.1• <br />EXISTING - t AN e0.al W N ,. ". f ^ f eOLlf_ __/N® <br />CLASS w- - - Y - i... l01 R16 � , 1 T G vme,P <br />e 1 ,ONN O,ON LM Eg571((y,e I <br />Y i 1 CLASS 6 , i <br />e I' 1 I PANEL LENI.GTH N `. : 6• PAREL LENCin <br />9. - I a 1 (SEE ELLVA11ON <br />I <br />(SEE ELEVATION <br />e I_ I" I I ON Slow 12) 1 T _. ___._.....I ON SHEET i2) <br />t--SEPARATION, t 'a 1 <br />e TO GLASS. <br />n , �L. _w- <br />+ I I <br />I I I <br />(,,y) L/2 � Y I . (1) <br />, . ! 1 6 <br />EASTING POURED i o - I EXISTING POUREC . '.)IEr I <br />CONCRETE OR I /j I CONCRETE OR }/ is F - - (� <br />`V' CONCRETE a OC <br />CONCRETE BLOCS r CONE Lro ,.'t <br />4F.ULRRED ''- 1 131r ac RfOARED. ,,;. 1 (Ri0101 <br />. ^p1 N I �1 i ( <br />1:> _. _ .- ___ . <br />I: <br />SECTION R-3AF.TION R__jj? <br />MCIIOR el`,1i /2- o <, 0 RE AR PANELS AWC.OH (RrmN'n) - 4_LIF_E._ eEEIY_PANNiL <br />WALL MOUNTINGS <br />SCALE 3/0-1- <br />SEE SWEETS 15 a t6 FOR ANCHORS TYPE ITsollowG FOR <br />NISTAUATONS WITO WOOD FRAME NUUWM <br />Y.eYIM GS ANCHOR spore AND MINMW EDGE ASTANCF <br />RE A,W0oATW ON INS SCHEDULE. MR LO U DRS THAN <br />N4GTED ON SCHEDULE REDUCE 'ANCHOR SPACM v <br />WANPEYING SPACING SHOWN ON SCI E9U12 BY 1N[ <br />FOLLOW,W: FACIOWL top INS OKPATIOff TO K POSSIBLE, <br />AOUCfll SPAG,INIG MAIMED it N FACTOR SWVL NOT K <br />LESS MIN MNIWM SP.CIND nHXfJIED FOP EACH ANCHOR <br />HYPE ON THIS SCH1r0,LT. <br />1/••4 <br />Iµ'. <br />,,MBS= 1Mw <br />,AFmHH <br />RlMex <br />-- - <br />14MwA ARDOR errewc <br />] <br />] <br />. - <br />•r.4NllY ilw-�----- <br />9M.w 1 <br />I.I ) <br />IImARn (IIM.R.r Y (Pit) <br />3 <br />._ <br />.__3 I/2 <br />AalIR1. mom 9weQ OW <br />W, <br />I <br />'r E <br />01e <br />____r <br />.OHO <br />Im <br />3 '12. <br />xSN�R A. Tit 1""", <br />1�P~'�\CENS� l���s <br />*: *c <br />= <br />-qq STATE 0SE 'Cc = < <br />F <br />*F 'E <br />7 � <br />o aL <br />h <br />MN1tNN11.NN, ' <br />PE SCA./S0ftN, t,`DNYE -- <br />BUILDING CODE (Non High Velocity Hurricane Zom <br />24 GAGE GALVANIZED STEEL STORM PANEL IWAr, sF <br />OBAL PROTECTIONPRODUCTS. <br />0)/i'/m <br />' <br />TS4 LLC. a <br />ooNIL IT Z. 20-175 <br />nWN[ f.s•imo-MU, FA: (04AM-e707 <br />.7010 RITW. M <br />El <br />24 GAGE GALVANIZED STEEL STORY PANEL <br />r' <br />IXPWL IN <br />r-------- <br />L E C O INic. <br />--- <br />GLOBAL PROTECTION PRODUCTS LLC. <br />e,/DAT <br />aTE <br />.IMnW ,w E RIMS c`oW,H, <br />,4., .Mwr LIwwA n M,w <br />- -I r�, __ ttwl n,-,eH <br />Ie00 1. GI 9TRU'r <br />aw ri Sall • <br />_NE. (V6• ISM. IA: (15•Ke MI <br />20-175 <br />W. <br />ellli7 ,• a. NIMI <br />-,TO N THUP NF, PE <br />F <br />RATING (p• dJ AND CQB$E�PS2tiDll{G MAXIMUM A�GHQj�S>�CINQ SCHFDUL <br />1.i INSTAj LA•T105 INTO CONCRETE dl( CONCREj>_-9=K_5TROGTURE5 <br />PANEL INSTALLATIONS AS PER SECTIONS I THRU 6. ON SHEETS 4 & S) <br />pW <br />APPLIGAp(E <br />?0 SECTIONS <br />k L, <br />0OF IM nON <br />(i TNGw <br />MAXIMUM <br />PAWL <br />LEMTH <br />r <br />re <br />( > <br />MAX. A.S.D. <br />DESIGN <br />PRESSURE <br />"TINGc <br />l0 p �.) <br />MAXIMUM ANCHORS SPACING FOR Mel E.D PER SCHEDULE BELCIW <br />APPUC'iIKC <br />m ''f'� <br />k <br />D(R6IMMTKIN <br />OE THEM <br />NAM NUM <br />PANE'.. <br />jw,i,. <br />n <br />I , <br />MI IN <br />CALK-tN <br />TAPCON <br />`- <br />SOLID -SET <br />PANELMATE <br />riMALE D <br />r-.---- <br />PANELMATE <br />PLUS <br />ZAMAC-NMUN <br />CA{.I(-IN <br />KKR <br />ro <br />m <br />q <br />O,rCRI:iC <br />m <br />',�i - <br />,.LNCREIF <br />ro <br />q <br />i[ar,L <br />I H <br />----•---f- <br />ro <br />OOI101nI <br />o <br />:CON/LINK <br />._ <br />q <br />wP�I! <br />ro <br />' <br />Ir <br />13_ <br />1.r <br />1 (TOP) <br />6 r <br />LESS <br />'• , -0 <br />To <br />.hS, -a6 <br />i3� <br />13• <br />tJ• <br />,J• <br />13• <br />13• <br />1Y <br />IV <br />lr <br />-13' <br />IJ� <br />1J• <br />1/ 1/2 <br />/ W) <br />5,_e <br />a <br />Lm <br />os' <br />,a^ <br />i3 <br />, (I'Cni6M) <br />n <br />u <br />,r <br />u' <br />a <br />a <br />tr <br />rY <br />,r <br />a <br />ii e%2 <br />i �e`cirori <br />r3-',-,- <br />1r-,_ <br />IY- <br />I -(TORN <br />,r <br />tr <br />q• <br />IV <br />it <br />TS' <br />13• <br />iJ' <br />1J• <br />Ir <br />IJ• <br />!1 In <br />I (TAN) <br />1 <br />1' <br />I 601TW <br />tr <br />1 <br />-- <br />1 <br />1 .- <br />tr <br />1 <br />f, <br />,r <br />1 <br />la <br />17 12 <br />x a0770M <br />13• <br />1r <br />t3• <br />�..,_ <br />-IY <br />_ <br />Ir <br />'iiz <br />,3^ <br />1r <br />13•-. <br />_ <br />.,.-. <br />tr <br />_,_�_• <br />13 <br />,t In <br />_ <br />a'QO�i <br />- <br />e, 4' <br />6 1 4 <br />3 BOTTOM 7 <br />1 1' <br />n <br />1 I I I <br />6 1 4' <br />/ <br />6 1 1• <br />/ <br />2 1 ' <br />t l 16 <br />1 4• <br />/ <br />6 1 4• <br />! <br />-5• <br />3 W"OU <br />( ) <br />e• <br />e" <br />1 1/2. <br />4 (TOP) - <br />6' <br />6 ,/r <br />r <br />a' <br />a' <br />6 I <br />a• <br />7 1/r <br />r <br />r <br />Ar - <br />4 (TOP) <br />- <br />6' <br />- <br />(BonDlq <br />6' <br />_ ,- <br />13 <br />-. _ . <br />I <br />e^ <br />is• <br />ir- <br />- <br />13• <br />Ir <br />B' <br />it <br />____. <br />Ir <br />-.. <br />lJ• <br />13' <br />l.... <br />IY <br />_ _ <br />Ir <br />- <br />-jr-Ir <br />. -_, __ <br />/I' <br />M <br />.. __ <br />1r <br />- <br />i3 <br />_ _,_, . <br />Ir <br />-1r <br />, e� <br />IJ <br />____ <br />r <br />- <br />11 1/7 <br />__ <br />f, I/ <br />4 ,(e0TT0A) <br />1; (lfW] <br />... -_ __. <br />6 EORIOY) <br />�. <br />Ir <br />IY <br />Ir <br />s fTr7� <br />U• <br />- Ir <br />i3' <br />t3• <br />Ir <br />3 (IB�MOTTOIO <br />T <br />!_r <br />ei/i <br />,r_ <br />a ije <br />6 y.,.) <br />'6"(win'..) <br />Ir <br />1Y <br />lr <br />tr <br />13• <br />_ <br />IV <br />I3. <br />-13• <br />13' <br />,r <br />11 in' <br />_- <br />- <br />_ <br />e r!a= <br />e , 4• <br />a t/a• <br />6 1/4' <br />u- <br />- <br />- <br />-- <br />6 1/t' <br />6 / i <br />a (Barr) <br />1/2 <br />13' <br />A 1 <br />I (TOP] <br />> To <br />TO <br />U-4' <br />i3• <br />a• <br />1r <br />13- <br />fs• <br />6 1/Y <br />Ir <br />a 1/r <br />9 1/2 <br />6 112 <br />is" <br />--7J'' <br />J I/2 <br />1 (TOP) <br />i (WrTOY) <br />>6TO <br />9'-6' <br />1/2 <br />13• <br />6' <br />1 LOID71IN) <br />_W <br />71/r <br />,r <br />tr <br />,]• <br />to-' <br />.is*.. <br />to' <br />it' <br />a.- <br />6-1/2• <br />1/2 <br />,3"- <br />4'Ir <br />2 (EDP) <br />1Y <br />IY <br />a" <br />7 1/2• <br />Ir <br />ls• <br />Ir <br />IY _ <br />/r <br />6 1/2" <br />it <br />6 1/2- <br />9 1/2' <br />4 1/I• <br />is' <br />5 1/2. <br />2 (TOP) <br />1/2 <br />IV <br />6 1/x• <br />2 (BOTTOM) <br />,]' <br />10' <br />tr <br />10' <br />it' <br />S• <br />133' <br />6 1/2. <br />2 (BOTTOM) <br />i/] <br />_ <br />t3• <br />a //r <br />s (tops <br />it <br />9i/I' <br />._Is _ <br />..iJ' <br />1J• <br />to' <br />it <br />10' <br />11'. <br />B'_ <br />u•.. <br />a rn• <br />3�Torj - <br />- <br />6-i44' <br />! <br />s i 4• <br />! <br />s (oQiTC14) <br />- <br />T I/2' <br />M <br />]' <br />/2 in <br />M <br />r <br />12 12 <br />! <br />6• <br />a 1/t <br />YT4r <br />- �•-- <br />e Ile <br />! <br />12 1/t <br />6 <br />a' <br />12 i/2 <br />M <br />- <br />4 1/2 <br />! 1n' <br />- <br />J�/'1_ <br />e 1 4" <br />e.__ <br />2 '1/YON <br />R Ve <br />3. <br />3 (BOTTOM) <br />4 (i_____ <br />a (BOiTOY) <br />T- <br />61%S' <br />_..r <br />_ <br />(TOP] <br />7 In' <br />4 (60TISW) <br />In• <br />13, <br />r' <br />5 (700) <br />IV <br />a 1/r <br />13, <br />Ir <br />Iro'1r <br />to'i•e• <br />13' <br />6 (TOO)_...1/r <br />1/2• <br />Ir <br />-_ <br />is• <br />a t/2' <br />4 1/2. <br />5 WoTnmw) <br />___. .- <br />6_(TDP) <br />TY <br />B 1/r <br />IT <br />1J' <br />1J'0' <br />13' <br />t0;_,t, <br />, a' <br />- __ <br />0 I/2 <br />- <br />IY <br />,3. <br />6 +/.' <br />r <br />=, ,/O• <br />A l /4 <br />5 (eOTTOY) <br />___..__- <br />a (TOP) <br />a rTr• <br />_._ <br />it <br />e• <br />_,__, <br />IV <br />Is' <br />13' <br />a t/2' <br />IV---Ti- <br />1/2'. <br />- <br />B I 4' <br />6 1/1' <br />6 BTJTT'•) <br />- <br />a 1/4• <br />B 1/4' <br />.i <br />O t/a' <br />l e 1/4' <br />- <br />NGS. <br />FOR Ca <br />OWN O <br />A4[RA <br />,GYgR -I <br />V••. <br />Iw IwX-w <br />3 ,p <br />Sao <br />kl1 <br />m-_tE <br />' TER A. N , <br />P\'' TEEN •• '- ✓�-' N� �+ <br />44161 =_ <br />TATE ov, - _.r- c - ..._� <br />It"-- <br />__ I-•. (ORIO* '' p as �w te7 <br />TABLEli A <br />A.S.D. DESIGN LOAD <br />MAXIMUM PANEL <br />LENGTH <br />40 PSF OR LESS <br />6'-8- <br />> 40 PSF TO 50 PSF <br />6'-2- <br />> SO PSF TO 60 PSF <br />V-10" <br />A MAX PANEL LENCTHS ARE ON Y VALID FOR INSTALLATIONS <br />W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2. O.C. <br />,.,.... ._..-.-_-... ._._.-_.._.... ..... ....ANCHORS (SEE SECTIONS a ALTERNAINU ON SHUTS As. 14, 16 kts)-_.--__._ <br />r MALL R-IA/13, A-2A/131 R-SA/14, R-10/13, R-29/13, R-38/14, <br />D.M.•O. -1" Mlw _7� I R-TAW/1S, R-2AW/15, R-3AW/16, R-1BW/15, R-20W/15, R-3BW/16. <br />4).1Q <br />°Iola Tpnao. NL. <br />' 24 GAGE GALVANIZED STEEL STORM PANEL <br />---- <br />�A. <br />___' <br />` <br />-- —_ _ - - <br />] <br />L E C O 1.e4 <br />GLOBAL PROTECTION PRODUCTS, LLC. <br />1e00 SW 51 SIPELI <br />art.- 3]3,4 <br />P„W,c INNF_1541 eA (NSANR.-m] <br />atx20. <br />340 a vNia ur im A- <br />M. r - -..1. rrr.M <br />N Nr1-, ,-, n,_m, <br />20- 1 75 <br />-- <br />C,` _111� <br />nWL.w R., <br />e""r' rN <br />.Kn . a IN <br />LI,� LKr -', i a. <br />3' MAY. <br />I- BAN <br />0 0 0 <br />r_ _.._-_ __T .____ ____ __ ._ <br />I � I i I! i <br />i I <br />I{ <br />I 1 <br />0 0 <br />_ �__ _._ <br />�� <br />I <br />I <br />1 <br />0 0 <br />r __ __ _ <br />"' T� <br />i <br />4 �. <br />I I f <br />- - ... I -- _ _. ... I <br />L/2 <br />4.4-20"I" S.S. BOLTS W 11T T _-7 1. <br />{USE NOR PANEL LENGTH \ j MAX. <br />1 OVER 7'-6•) (1 'i I PANEL LENGTH <br />1i P R E, STORM P W-O- .4 .0 - <br />HECUTAR STORM ANSI ECUU 5 0 M PANEL I • O 40.E III <br />LENGTH <br />I -I 1 __ � r <br />IOU/ OVERLAP MAD PANEL LENGTH BOLT) <br />LIFE SAFETY STORM PANE' 7'-6' O .50.0. -54.0 P•R.f <br />(W/O OVERLAP ND PANEL LENGTH/ BO(T <br />__AA;oi, <br />�, ©,.. ,/4'e-20.1' «.(�_ _ _ USE 2AraAL�Y.OIPANINEELGLENGTH <br />4' S.S. 13OLIS W/o <br />AT EA OVEN <br />r, <br />' L' <br />__ _.�- _, .- -i <br />I <br />t <br />I <br />Irj I <br />.. ­_­ .. .... _...._._....-."' .. , -.. _.. - --.-_.. _ -..__- ._ __­___7___._i'_.. I <br />i,__.'. _.. _.. ..... _,--.._. _I.-_-. - I_-_ - - - - _. -.--'--- `----__--- .__ 7 r <br />(]) NOTCN[S AT �TUO j __ - _ _ _ 1. <br />y i.DUl10N a UFE SAFE7Y j ' <br />+ J��)( <br />(. , PANEL BOTTOM CORNERS._.._ • -.-..- O _. _- __ , , , <br />D.M.,O' __ — --- _ <br />Opp--- '_CMERLAP- EXTERIOR `�'_' _L_ -- -- -- <br />_'-'--"-- WING NUT AT _ KING NUT AT <br />3' MAX LEFT PANEL RICH PANEL ,' i A!i t INSTALLATIONS ONLY VALID FOR WIND <br />1' AIM. R-IA/131 R-2A/13, R-3A/14, R-I9/13. R-28/13. R-38/14. I- NM SPEED UP TO '70 m,p•n. <br />R-TAW/,S. R-2AW/15, R-3AW/16. R-LBW/15, R-28W/15. R-38W/16. <br />- _. __.-. _. _ ANC,•ORS ISLE SECTIONS A ALTERNATIVES ON SHEETS 13, 14. IS &,6) _. <br />t/A' A/Ax. GRIP <br />LIFE SAFETY STORM M PANEL (.,) ELEVATION (t) <br />SCALE 1 /4"� l' <br />i REGULAR 2,ea7• - 1 ,1 REGULAR <br />�• 57ORM PANEL 11e' �AF T pu -LED STORM PANEL } <br />V__- __ / n/� i -..--".,-.L;.;. _______ -: x - L.ITP-FIN 1, ___ __. z _-- !.. <br />`N N <br />• _ - - ____ _ sz- <br />aP'��7 <br />DME�� LLC -ey - _. / ' IX. <br />•� <br />, r -. R y9 Ti�� I' <br />1 . -,.-- 3 <br />LIFE W- FTr PANEL _ •, r # , FLORIDA BUILDING CODE (Non High Velocity Hurricon* Zon <br />F <br />4'..•, Z : Q• r Some TARCO..x +. <br />EXTER10 %y�F,S' ORIDA .\�ti� _TT, 24 GAGE GALVANIZED STEEL. STORM PANEL .,.; B, <br />----------__... . _ . ..,_.-_--------- <br />r N/' -NV--. TL EI C O IMc. GLOBAL PROTECTION PRODUCTS, LLC. ""' 3P10 <br />S€(�TION A -A KEEi-RPq coMPANr •roo sw sI sre(Y — <br />�% .. a P, w AP ro,W 41�PA NW r DIME.. FL ]a,A 20-t 75 <br />SCALE 1/4"=1 •/ % �•�T`7 w I>R.O r„_.p IFPu n,-I MfYd (95r)e6•TY4 rAX (a54)aR-e/9F <br />I .... -,. n . TT n�.,r ,w w. r �A• M. ORA4.q AN --- U-OpO.] 11 -_.. - <br />_- • ,'. SUyJ'AOW.nRR/aR BARN A ,XLR 0.. P E 4 elYTI ,I M 1. <br />DOD HEADER <br />OUIRED <br />4'. IAPCON <br />ONDR O 9. O.C. <br />1 0 <br />/2• L i1/4' <br />iP^"=�iL WAX <br />INSTAUATIQN,_X, AILS FOR �IF�SAFETY PANEL G) <br />!RIM WOOD STRUCTURES <br />7-.1 _ <br />^. b__ <br />__ _ <br />'" ti�j�_ <br />_' WOOD HEAOEa <br />-- _~LI <br />WLxIn FIEArER <br />j <br />• <br />I <br />_ lie. TAPCON <br />114.0 TAPCON <br />/ I <br />° <br />ANC,IOa a 9. O C <br />I '. I <br />I.,I' <br />\ I <br />1` <br />;ANCHOR • 9. D.C- <br />:2) <br />]ii % '•4 <br />1/2• 1/4' <br />A{ <br />l ), 'l <br />1 <br />in• I1/4' <br />r <br />_..-_,.._. .MAK, <br />'fff •1 ``, <br />Max... _ ..... I <br />� <br />/IAn. ;.',, <br />1 <br />1 <br />I <br />I ' <br />Min, i 4 <br />t <br />1 <br />1 <br />1 <br />1 <br />�/:�J <br />1 <br />yy 1 <br />I _ <br />-(tit <br />_LJ I� <br />l _"_ <br />V.. <br />1 1 <br />t <br />,/a'.-WM1• <br />U <br />I <br />1 Vav-2b1• <br />11 <br />I 'Sh1• <br />l is aN0n <br />I... <br />_r(1: <br />,• <br />:. <br />I <br />AS(�dF40 <br />R <br />ExT "lic,„)l <br />, I as edn r <br />h r, <br />1 <br />. . AOuIA p414� GLASS <br />" <br />�M(O, �a <br />rT <br />-SINKS <br />1 <br />___.__f <br />OLA55- ,. <br />J r <br />I. NK <br />Nwrr;; <br />GtA55, i 0 <br />I ,DO..O4P,7,, <br />/ <br />"L• <br />R <br />,���,el11 <br />i umant amm l-'r) <br />n <br />I <br />I •L Mw <br />e - _.1-- J <br />PANEL tENGRI <br />(SEE FIEVAnON <br />4I <br />I <br />L <br />} <br />o,-..__ _ ��n <br />1 9 PANEL LENGTH <br />- (SEE CLEYATI(NI <br />t <br />1 <br />_. _1 ON SHEET Tat <br />., - <br />I PANEL LENGTH <br />A (SEE ELEVATION <br />e <br />E <br />M <br />-`--,'`-- ON SHILT'T ix) <br />N <br />lr_ <br />1 <br />IT <br />I <br />ON SHEET 12 <br />I I Cl)) <br />n <br />Q <br />fl 1• Min. <br />I" <br />) <br />TO o✓55. <br />(� <br />L/2 <br />--- <br />is <br />1 <br />, <br />4 <br />" <br />1 <br />1- -s v,mmoN <br />I <br />4 <br />-., V 11 <br />I <br />6• <br />1-• <br />- <br />I I L/2 <br />; TO Gu135. <br />r� n <br />I <br />_- <br />Li I <br />i <br />"I ALP' <br />1 <br />_...J <br />--__- I k <br />I <br />_ �._. _ <br />IV,.. <br />� 40 <br />I ht <br />_ <br />I <br />1 � <br />f4� <br />EU <br />I - <br />I <br />1,Na•4 TAPCON <br />_ <br />�4•0 TAPCON REWIRED <br />_ IE/4.4 <br />TAPE. -ON 2'.." 0 <br />l <br />ANCHOR,= • V IOC'- <br />ANCHOR O 9' CC, <br />ANCHOR O 9. O.L PEAT; <br />T I <br />S"fAOCEREp w/ STUD <br />'.I <br />STACCE'RED W/ STUD <br />RECKIWD <br />(" i - <br />j'x4' WOOD <br />.. _ _ <br />_FT"x4' KNOW <br />, <br />I" <br />PLATE <br />REOUTRED <br />WOW HEADER <br />RFOUIRFO <br />1/4-. TAPCO- <br />ANCPOR 0 9. OC <br />{2 <br />I <br />1/2- Irk• <br />T 1 <br />1 <br />I <br />1 1` <br />^ LID Is.p <br />I A , CA WEA <br />I <br />T ' <br />I '1' MIX <br />- IV PANEL LENGTH <br />iT (SEE ELEVATION <br />I ON S,uT 12) <br />_.,L, <br />- T <br />I / <br />1 <br />1 <br />I <br />1 T <br />1 <br />I,/2• , n <br />�s*N= <br />e 13 /I 00 <br />_iJ4'. 7APCON <br />ANCHOR a 9' DC, <br />ALTERNATIVE R-LAW ALTERNATIVE R-LBW EPj� XE R-_2AW ALTERNATIVE R-2BW <br />t_RESULAII-PAMEINS 0 WEE SMETY PANEL B G j)ULdR PAHEJ.S LIFE r`AFETY PAb,, <br />WALL MOUNTINGS ,,I ... 0- „Nf,N WALL MOUNTINGS <br />SCALE 3/8-r �1•1 A. N SCALE 3/8= I- <br />�tF,..... I zz <br />jr ---i FNS •'' 9 -- FLORIDA BUILDING CODE (Non High Velocit Hurrleone Zone <br />NOT <br />I INSTALLATION ARE ONLY VALID FOR A.S.O. DESIGN 0. 44161 :Iola mRa). 24 GAGE GALVANIZED STEEL STORM PANEL ly,.� NI, <br />PRESSURE RATINGS (P.4.1) AND PANEL LENGTHS AS * : * *' ..,. - _ - _ _ w01/ffi30 <br />PER ELEVATION ON SHEET 12 STATEO�77:-' I�N6. GLOBAL PROTECTION PRODUCTS, LLC. Nit- <br />, A4. <br />2. FOR NEW WOOD FRAME CONSTRUC7IOW WOOD `8OO s, STREET31.-- <br />"'s0' Fl,QRiO� , : TUR I Iwo a 1" .iivy <br />OAYR. R 13J,4 <br />MEMBERS TO BE SOlTHERN PINE No 2, W/ SPECIFIC ,(`' •. .IN;,, ­=.'`(-Im -I n/DNr: (13.16(11 T5•s FA (OMM2,-e», 20-175 <br />DENSITY OF 0.55 OR EQUAL. moov' - - ;•„ -- <br />4r <br />Si(j U- 000]14 �• NM M: N <br />wr �� r <br />111N71111 n NARK A TILL0 ,Ir. PC , Pp ,H•rY e , _ _ __ M I. <br />a n i <br />MAXIMUM A•5 f)• D�N_PMURE-_R/�1NSE�t.s.f�l .AND f�QF�BE5P01�.D1N_Sz-IAAX MWlII ANCHOR SPACING <br />SCHEDULE FQR REGULAR STORM PANE( I j,` INSTALLATION INT CONCRETE & CONCRETE.-J�J OCK�jj�UCTtIRCS <br />(VALID ONLY FOR PANEL Cl) INSTALLATIONS AS PER SECTIONS i THRU 6, ON SHEETS 4 & 5) <br />MAX, A.S.D. <br />DESIGN <br />PN S R <br />ESVE <br />RATING <br />LP ..(.) <br />WJIWUM <br />ANCHORS <br />SPACING <br />FOR <br />MIN E.D. <br />PER SCHEDULE <br />BELOWIlk <br />APPLI101,T <br />TO SF.CIIw, <br />i <br />k ANf <br />MAXIMUM <br />PNATI. <br />LENGTH <br />LL <br />.i <br />H,.) <br />IN) <br />MAX ASD, <br />DESIGN <br />PRESSURE R <br />RE su E <br />I <br />RAT • <br />LP ..I l <br />.-..•- <br />MAXIMUM <br />ANCHORS <br />SPACING <br />FOR <br />MIN C.D. <br />PER 5C•EDULE <br />All <br />BELOW <br />-_ <br />APt'L+CABLF <br />TO :+TL•NY <br />/ <br />a AHI• <br />DaiBNATKN <br />OF TN[u <br />MAXAILw <br />PANEL <br />r, <br />LE N,n <br />'L' <br />!H ) <br />TAPCON <br />SOLID <br />-SET <br />PANCLMATE <br />FEMALE <br />10 <br />PANEI.wATF. <br />P LI13 <br />lA#NC <br />-HALM <br />CAX <br />-m <br />APCON <br />SOLD <br />- SET <br />F EMAIE <br />TE <br />,D <br />PANELMATC <br />PLUS <br />IAAV,C <br />- NAILM <br />CAL <br />K-M <br />a711,1Y <br />� <br />TO <br />1YNu to <br />Commm <br />0 <br />G <br />comaAr1E <br />00 10 <br />COIIOIMIKN <br />Or THEE. <br />q <br />m <br />q <br />o � <br />c <br />TD <br />___.6 <br />LSE <br />ro <br />pp,ry,RR <br />CR[M1 <br />m <br />E <br />1.65, -65 <br />ID <br />N5. -M <br />u•y <br />IVit <br />,r <br />13• <br />]r <br />13' <br />,J <br />1r <br />,r <br />a <br />r <br />,o <br />, nOP) <br />SpNj <br />>.7T.-75 <br />.119;-11ap <br />] <br />_ <br />- <br />t.1' <br />- _ <br />] <br />0'_ <br />1i <br />5 <br />u <br />1 n1 !? <br />13 <br />e 1 <br />it <br />,3� <br />��TV <br />612 <br />! <br />7t n <br />s 1 n <br />.7i/r., <br />Is- <br />4 1 2' <br />i <br />1 TOP <br />r( •- <br />LESS <br />,a' <br />Ir <br />Ir <br />tr <br />17• <br />..+3" <br />1 (9C1PUM) <br />6i/Y <br />t3• <br />tJ' <br />TV <br />6' <br />a' <br />,IQ* <br />,_3' <br />6' <br />1 (60TrOM) <br />IJ' <br />13• <br />13, <br />Ir <br />I3• <br />it <br />Ir <br />Ir <br />1r <br />"70 <br />tC,](SOP) <br />r <br />1r <br />10 1n' <br />_ 13' <br />-_ <br />6 1/r <br />_U` <br />6 In` <br />7 1/rS <br />tn' <br />is' <br />,n• <br />2�1 )-- <br />lr1r1J• <br />-- <br />1J` <br />tJ <br />Is` <br />U' <br />J <br />t <br />-- <br />lr <br />ID <br />- <br />z-BOF,DM <br />( )- <br />s <br />r <br />e1 !r <br />__ <br />-1J' <br />9*, n <br />, t !r <br />7 1 n <br />, 2•1 <br />/ <br />) <br />r <br />s <br />- <br />r <br />r <br />r1 <br />, <br />, <br />3 <br />_ <br />Y <br />1 J <br />1' <br />s <br />i r <br />2 i <br />! 2 <br />9 i 2•, <br />! <br />tl r2'7I <br />! <br />! J <br />Is' <br />6' <br />a <br />if,r <br />oh_� <br />1 <br />12 1n <br />6 1/4" <br />II 1/4' <br />,2 Ilr <br />1p in <br />_ <br />- <br />6 i/4• <br />a 1/a' <br />i (aOtTOaI} <br />- <br />7 ,/2'12 <br />1/I <br />-_ <br />6 ,/a' <br />6 1/P <br />2 In <br />j IV <br />- <br />- <br />-_s <br />a t/4• <br />a 1/4' <br />J (BOTTOM) <br />.a_- . <br />r3• <br />;r <br />-. --. <br />I1• <br />_ <br />it <br />6' <br />iY <br />Is- <br />__. - <br />,r <br />e' <br />_ _ <br />IV <br />n <br />e __ <br />IV <br />�1J' <br />__ <br />,r <br />_d.__ <br />fr <br />,a <br />e" <br />e• <br />IF _ <br />,r <br />f�2' <br />�• <br />tr <br />tr <br />7 <br />r <br />13' <br />1r <br />B' <br />__ <br />IS" <br />- <br />2 <br />a' <br />6• <br />_ 13' <br />i <br />• 1/r <br />10 <br />. io <br />- -- <br />4 COP) <br />4 (901'T0Y) <br />6 ppq _ <br />BOT1dA. <br />( ) <br />_. _._ <br />3"_ <br />6• <br />a 1/2" <br />7' <br />J In <br />6' <br />4 <br />4 91' <br />r <br />a_ i/II' <br />x 1/2 <br />- <br />4 (TOP) <br />A (WT70YJ <br />- <br />e I- <br />e• <br />- <br />Ir <br />a In <br />- <br />a l.." <br />,]' <br />__.�.._ <br />Ir <br />Ir <br />Y <br />13' <br />..,, <br />9' <br />7 ,r,lr <br />-Y <br />"" <br />a'- <br />6 CW).. <br />S BOTTOM <br />...... <br />6 I .1. <br />a (SOTS.••) <br />I 'Y. <br />13 <br />_ <br />_ <br />- 7 <br />5 <br />-' <br />IS- <br />_ <br />,] <br />6 1/4• <br />_ <br />Ir <br />.._.- <br />10 1 <br />1 4' <br />IJ <br />.�__ <br />Ir <br />6 7•'/•'YI <br />9 1 <br />a In <br />i e <br />IJ <br />1r <br />a-1 e <br />.-..Is* <br />9 I t <br />6 In' <br />6 1 e <br />1D 1 /r <br />7 1/r <br />__- - <br />9 i <br />5 tn• <br />-- <br />13. <br />_,.__ <br />U• <br />eA t!�• <br />a• <br />,_ _ <br />4 1/2 <br />a 1j4• <br />,3� <br />11` <br />- <br />13' <br />e 1/4• <br />U' <br />6 Ile <br />ts' <br />6 , 4• <br />1J' <br />6 Ile <br />13' <br />- <br />_- - <br />13• <br />- <br />17• <br />- <br />- - <br />,r <br />- <br />_ <br />I!• <br />• 1 4• <br />10 <br />a 1/4• <br />6 (toa) <br />a (BUTfT•) <br />it <br />777 <br />,r <br />is- <br />is- <br />Ear <br />,r <br />is- <br />,I- <br />a• <br />t]' <br />1/1 <br />1 <br />>a,-e, <br />To <br />W-0, <br />1]' <br />S' <br />13• <br />,0 1 z <br />13• <br />6 / <br />- <br />I]' <br />6 , <br />tl/ <br />7 1/2, <br />5 , <br />IJ' <br />4 , 2 <br />-1/2- <br />+ OP) <br />>S•_6• <br />TO <br />7. To <br />ti <br />7 I/r <br />tY <br />13' <br />13' <br />0 t/2' <br />13' <br />10_7/2 <br />r, I!2• <br />a, <br />Ir <br />Y <br />I_(60TFOM) <br />- <br />13• <br />6 1/2' <br />13, <br />IJ• <br />_ <br />1r <br />a• <br />,r <br />-tr <br />9' <br />10 . <br />7 1/s' <br />Ir <br />r <br />, (BOTIOMI <br />is, <br />7 In' <br />is•_- <br />Ir <br />is* <br />101 <br />_ <br />13' <br />IO• <br />11• <br />B• <br />U• <br />6 ,n• <br />2 (TOP) <br />IV <br />5• <br />IV <br />TO t/2 <br />13• <br />6 ,/r <br />6 11r <br />7 t/x• <br />5 1/2- <br />IV <br />4 I/2. <br />2 (TOP) <br />it <br />7 1/2" <br />,r <br />13• <br />Ir <br />0 1/2' <br />13• <br />,0 1/2 <br />II ; T' <br />- e• <br />Ir <br />Y <br />____.._ <br />2 (aOTTOM) <br />_ <br />U" <br />IF <br />r <br />__ <br />7 - <br />iJ• <br />-is_ <br />2 Il2•12 <br />1Jm <br />__ <br />-ir <br />,/z <br />_ 13• <br />Ire <br />S /4• <br />9 t!r <br />9 In• <br />a i/P <br />it <br />_IV <br />► 1/2' <br />Y 1/3. <br />o 1/r <br />to 1/2 <br />7 I/2' <br />1 1/2G <br />Ir <br />Ir <br />a I/r <br />6-- <br />2 (901TTO�M) <br />- <br />3 (ION) _ <br />-_ <br />13' <br />- <br />+I2' <br />_. _ <br />a' <br />7 In• <br />- <br />J t/T <br />- <br />3 <br />2 wr,2 <br />a' <br />___._ <br />a' <br />Is" <br />1/II <br />IC <br />- <br />- <br />-__ <br />is' <br />6 I%a• <br />7 1/r <br />e• <br />10 1/2' <br />6 i✓4. <br />4` <br />_-_ <br />- <br />-,V <br />12 1/ _ <br />6• <br />_. <br />a• <br />10 I/2 <br />6 t/a• <br />4 1/t" <br />- <br />TI In <br />- <br />a• <br />,. <br />6, <br />a• <br />J t <br />- <br />Ir <br />6 1/4" <br />T <br />or <br />r <br />6 I/4• <br />3' <br />- <br />J (TOP) <br />3 (90tt0M) <br />4 (TOP) <br />4 (aoftOM) <br />,2_�I/Y <br />a 1/4• <br />.•,.e <br />- <br />6 /p• <br />a , a• <br />] (BOTTOM) <br />i• <br />-r _, <br />it _ <br />a I!r <br />r <br />.3.I/r <br />IV <br />4 l!r <br />Y - <br />6 1/Y <br />_ <br />s 1/2' <br />4 COP) <br />.._._ __. <br />_ <br />_Ir <br />,3• <br />_ <br />a I/2 <br />6 I/r <br />Is" <br />- <br />is, J <br />6• <br />_GAIT`. <br />- <br />. <br />.-it•••. <br />r <br />-u' <br />_ <br />_. <br />a• <br />S 1/2 <br />10"_ <br />-- <br />7 1/2` <br />r <br />it <br />.�' <br />e• _ <br />(BDIDOM) <br />(TOP) <br />G$W <br />7 (/I` <br />13' <br />ems• <br />,3' <br />,O 1/2 <br />13• <br />10 I/2 <br />„ 1/2 <br />e' <br />�Y <br />6 COP) <br />-13" ' <br />•7 1/7' <br />Ir <br />13, <br />13' <br />10 1/2 <br />tr <br />10 1/2" <br />t ,/2' <br />_ <br />e' <br />13' <br />__T <br />7• <br />6 (WnoN) <br />13' <br />Y <br />lJ• <br />13• <br />IV <br />IV <br />6 1/Y• <br />•in' <br />,0 I/r <br />7 1!2' <br />Ir <br />6•- <br />a (BortOM) <br />fa' <br />7 1/r <br />IJ' <br />rJ" <br />Ir <br />10 f/t <br />la• <br />10 r/1 <br />n t/ <br />6• <br />IJ• <br />6. )___ <br />��",. <br />___?•__ <br />. 1S• <br />--- <br />13" <br />UZ- <br />i]' <br />6 <br />7 ,n' <br />6 1/. <br />ts_ <br />a I% <br />(LOP')6,/4. <br />6 1 A' <br />6 1/4•'6 <br />1 4' <br />6 t/4' <br />_��._. <br />a <br />- <br />6 1/4.11 <br />it , <br />6 t/.' <br />- <br />- <br />- <br />6 1/1' <br />6 f/4. <br />6 eon 1+ <br />SEE I14IT 11 FON AHCIKM IYPL a SPACING IOA Rb1AAATIp16 .IV W0a0 r1MME wuwo5 <br />. ... AA>qN S,la,NTS - MWNUM Iva D`S]ANCT AM I,DIDITCb ON TMS itc.m T NON C.D. <br />L SS TIwN "MUTED ON'PALD.1E REDfAX AHLi" SPACN,. W MULTIPLYING SPACING 5N` ON <br />IIC"EOMf 91 THE foLLOAHIN0 ,ACT0P6 FOR nH DPENANw to BE P059e1E. NE4IC10 SAAGNG <br />ONTAPND UoWc ACRNN S, NOT BE ULSS /144N H0P1/..N SPACING w TEO TOR EACH VICHOR TYPI <br />GN I•N1 SCIYOMi, <br />1/.•. <br />,/.•. <br />I/a•. <br />,/., <br />Ill'. <br />1/1•0 <br />ANCHOR TM <br />IMOCH, <br />MUG-w <br />wYSLLWp <br />ro - <br />rAMc-KArN <br />11 <br />OIAR-M <br />__ ____-_._ __._- <br />Mw" ANCHOR SPACING ON.) <br />1 <br />! <br />I <br />] <br />2 1/2' <br />__ <br />a 'n ,. <br />,., T._.._..._,._..__ <br />AKIIIA'UM t06F to-Hr,t (+•) <br />__. <br />3 <br />-.-_ <br />3 I/r <br />-..._ <br />Y <br />-__-. <br />1 <br />3 1/r <br />3 <br />_ ._ <br />wnANO R-0,1 �,x�- rco, pL <br />_-____ <br />] <br />-____. <br />] ln• <br />3 ,,I, <br />__.__-. <br />3 1/I <br />__ <br />3 1/1P <br />___ <br />ACRK EDGE DISTANCE EO <br />FACTOR <br />I ,,I' <br />035 <br />- <br />- <br />- <br />- <br />r ,jr <br />PAi <br />p>p <br />- <br />- <br />- <br />plp.. <br />]. <br />_ <br />D.e- <br />,m <br />-- <br />p.0 <br />1 T 1 FOR MAX. A.S.D. <br />SPACINGS ONLY WHEN SPACER S 11SED. SEE <br />'VALID <br />DESIGN LOADS &MAX. PANEL LEN WHEN SPACER �IS USED. <br />TASK 11 A <br />A.S,D. DESIGN LOAD <br />MAXIMUM PANEL <br />LENGTH <br />40 PSI' OR LESS <br />U'- H' <br />> 40 PSF TO 50 PSF <br />6'-2' <br />> 50 PSF TO 60 PSF <br />5•- 10- <br />A MAX. PANEL LENGTHS ARE ON Y VALID FOR INSTALLATIONS <br />It..MIH1.1", <br />4""' <br />W/ SOUD SET ANCHORS & W/ SPACER AT 12 1/2- O.C. <br />"Ok A. Ti <br />�"� <br />s <br />1 �l`P• ' 4�GENS '' �9 % FLORIDA BUILDING CODE (Non High VelocityHurricane 2on6 <br />' 67 z <br />at62o nrax. Nc 24 GAGE GALVANIZED STEEL STORY PANEL Oka B. <br />_ - <br />17,- <br />'Li ..Zv2�1 <br />/ TILTS C O NM6 ,•', GLOBAL PROTECTION PRODUCTS, LLC. "/arcm» <br />Fs.W <br />eI sue!-n•}°(ORID`,: <br />wa':r(— emu«vI[. ri_lal•. 20-175 <br />•• •••�f , <br />D l• <br />w.+ Wr, N,' min .n-,u, Pl+wr (PNMS•-F FA: (W.•Mea-ArR <br />' DURra w <br />/E NCLOA.RP <br />AI 11A1 rUIN n <br />NA,00 <br />uao6)ro ��---'i` - <br />rAtIP A nun ,r PT _ _._..-._� __.._. v sN43T 10 a ,e <br />INSTALLATION _QETAJLS _FOR LIFE SAFETY PANEL L ) <br />J�JTQ POURREQS�QNCRETE�?B�ONGRETE BLOCK . aTRVC_TURL_5 <br />1/4'e TAPCON p(FOC�EPGORED 1/4•0 TAPCDN __ , _FXIBNIG POURED 1/4.4 TAPCON LX611NG POURED? 1/4'e TAPCfM E2.TSTING POURED <br />ANCHOR O 9. O.0 CO�r// OR ANCHOR O 9• D C CCOONCRE7E OR ANCHOR O 9. O.0 CONCRETE OR ANCHOR O 9' <br />0 C CONCRETE OR <br />L CONCRETE BLOCK If/ ; CONCRETE BLOCK r f f; CONCRETE BLOCK r,y CONCRETE BLOCK <br />F REQUIRED. � REWIRED. REOUIREO. }'�,, REWIRED. <br />{z( _ rf 02 . 1 (,A 11,, (2 <br />4 <br />r <br />/ r 1_ ,, , / <br />I <br />) MAX,. 1 �!/ MAH; _ 1-.._T_.. MAX....... <br />I /r� I �/ il. <br />11 I rI !J''.IYI 01 ,�,:i✓.. ;i j\ ,r,.1„. Y 1 1 1) <br />. •II ! 1 e Y Min. 1 `"/f ,1 E •.,/ 11 I- YUI S 1 '"', <br />11 i I w--SEPARATIDN I p ll- SLPANATiJN t <br />4• C XI <br />I' f:Xl 1 / 1 f 1 G1A35. 1 GIT U ,LASS. <br />STRY(rJl 0 II <br />T is. 4aLn r <br />EII5 S I: 1 i _AT 1 ea CLASS 11 1, 1 � "' A, FOLrf rX('a GLAS /iy �Q GLASS 11 S.c ONLis W <br />GA55 n t AT P V .,T Fw ORR1iD' OLAS5 �jl 1 1 R7 0. N 1/` Ar rA <br />- (11. rtM ,el(N - i/ I RAE FMN IWG <br />11 l V i (u1cn, Ma r-FlI M ( ; It I 13NL+M 04P i!r q <br />It } 1 II 1 j Il I 1f i' i <br />11 -3 1 �L• MP. It 1 1 i` MAX 11 t' 1 MAX H I •L• YAK. <br />u i 0 <br />P II ANEL ENGTH N PAN <br />j+ , P PANE E 01 F ,M <br />0 .� I C FEE ELEVATION <br />d AN_. I N 6 .l IENE" <br />l <br />1 t�` <br />x 1, i <br />:../. A. ! ISLE ELLVAION N I (SEE CLLYAREYN N _ _ rA - _ ,. _. -. (SEE ELEVATION n t I (sEE ELEVATION <br />�.. N ON SHEET 121 II 1 _ ON SHFr ill i I 1 i ON SHOT 12) <br />1. <br />1' YIn 0 t0 C1A55. <br />_ _ _ i Wf 511EET 12) t Y:n. <br />w_SEPARATION I 1 I Ir SEpAMT10N 1 I1 _. __ 3 <br />D <br />11 TD CiA55. I '/ Il 1 1 - J , I I <br />r', �,. 1 _ L/2 E I <br />( L/2 <br />i I 6• <br />1 t 1 - (3 \ , <br />e- <br />r <br />i 1 i I <br />I 1 1 <br />1 <br />.a - 1 a a urf:, i • a yr u EO iL(J - , .'u,i_ _.. ' - , Eu I �._...__+ I. <br />EOr r /.. '' 61rtAx/ M.E. TO+ 11 BaTs Nv'v . <br />t _ ' to 11/2�' DC 0 I ,n oc. <br />' (4 <br />I ` { 4 I <br />(. <br />t; <br />1/4.0 7APCOW <br />, <br />I/4'e TAPCON '✓ <br />11 <br />TAPCON <br />1/4". TAPCGH <br />ANCHOR O 9" O.C. <br />ANCHOR O 9' 0C. <br />_I/4-e <br />ANCHOR O 9. O.0 <br />ANCHOR O 9, OC <br />EYISTING POLKI CONGRCTF ON <br />DIMING POURED CONCRETE OR <br />EXISTING POURED CONCRETE OR <br />EXISTING POURED CONCRETE OR <br />CONCRETE BLOCK REO,PREO <br />CoNCRF.iE BLOCK RfOLtPEC <br />CONCRETE BLOCK REOUIRM <br />CONCRETE BLOCK REOLNRED <br />SECTION R-1A <br />SEQIION R-1B <br />SECTION R-2A <br />SE.IJM,R-2B <br />9__K0U�R..-PANELS <br />SLLIFE �AEEPLEANEI <br />4_REQVLA _PANELS <br />A -LIFE SAFETY PANEL <br />WALL MOUNTINGS <br />WALI�AiONTINGS <br />SOLE 3/e-1' <br />.MMPItuNnRli SCALE .1/i`_ ' <br />SEE SHEIIS 15 a ,6 FDII ANGIORS <br />ANCHOR 17P9 <br />I/••. <br />,YPt A SPACING fOR W51ALLATIOKS WOO <br />TAnCON, <br />WOOL FRAME wALD10" <br />MINIMUM W1 SPICHM15 AND MMONM <br />AAWYAI. MOOR OWa.a (MJ_ <br />._ _.. <br />3 <br />L. <br />EM,. DISTANCE ARE MWGTED ON INLS <br />S S,NL FOR E.D. LC45 LIMN IHOK.AtCD <br />DN SDEDUtE REDUCE ANCHOR SPACING <br />I-- olrww (mJ <br />Mon-0n1 •'.'_' .�.,_ <br />DTN el.r, l._ <br />D-- <br />_.... <br />> <br />3 <br />BT MUL,IPLYNG SPADH M 5)11R,N a•N <br />SCNK0W eT IHf rouo",G F,C,ORS <br />,� wK wom <br />FJ <br />I ,/2. <br />0. <br />fON THIS OPERATION TO K POS6LE. <br />REDUCED SPACING OBTAINED USIM <br />rACOR SNNLL NOT BE LMS THAN <br />3 ,, /2. <br />DE, <br />~10 SPACING INDICATED NON MI' <br />ANCHOR TYPE ON THIS SCHEDULE <br />]. <br />.,w <br />_ <br />USER A:.T�4lir%s,� <br />; 1�.r' C\CENS, •:may <br />No. 44167 i FLORIDA BUILDING CODE Non High Velocity Hurricona Zon <br />* <br />- •G. . * .q20 ,LIECD, 11K I.. <br />'s 9 . STATE DF '(r z 24 GAGE GALVANIZED STEEL STORM PANEL pA,WN ar, <br />F(OR w_ --- - _ - GLOBAL PROTECTION PRODUCTS, U.C. et Sin"° <br />WTIL EECO ' si' ••...•i.- NYC I M 5N 51 S1PR1 <br />•FrFrF()NAL -,;'12 x.E> WK..' li,4U Ta'Ra cower ONW, R. w11 - 17 FNN <br />H111NN N , - 44Y I^,NLAW . rr . , •1N -- (es•)W-Mb. FA: (15•)4A-Ml 20 5 <br />,NN.,..r.� M1AwN - <br />.T SGLJ• aMnIRF/ai! G-CROe7,a _- _ ___ ,_,. <br />-_--.. WATCH A .,w A PT eHm t] p , <br />__.. - '-__-. ---------------.---- <br />INSTALLATION- <br />DETAILS FOR UFE $AFETY PANEL 1 <br />I_NIQ._. WQ0 URU__CTUBES <br />- t "­ <br />_ ,` <br />-M(000 HCADCN <br />�'� - RFOUIRFn <br />1 <br />i'- i''I _ I/4.0 IAI•CON <br />I ANCHOR O 9. O-C- <br />I. <br />wi <br />"N' " In. r1/4. <br />- Mo I <br />. -_.-I <br />-� <br />u <br />1 <br />I <br />1 <br />Ex,SR11$F•,p <br />I <br />1 <br />. -.a <br />GLASS I <br />, <br />6-6 eDL,3 r r <br />A <br />n / <br />:. <br />N <br />(RI mR nra <br />II / <br />1 <br />4 <br />,D/TI"Ar 7-el <br />11 <br />II <br />1 <br />I <br />, YAx <br />11 <br />I <br />' CANE[ LCMG7N <br />11 1. <br />1 <br />(SEE ELEVATION <br />11 - <br />u <br />- �._-: <br />I <br />- <br />ON SHEET 12) <br />" 1' YIn. <br />IF--�SE,;iz N -. <br />I <br />u To cuss <br />I <br />n <br />H <br />AS <br />1L.9' <br />ILA <br />I <br />-I <br />kIS yr RC <br />Ir" <br />� I ..,_ '. <br />-.._ _i I <br />2'.4 WEXX <br />PLATE <br />RFOUIRE) <br />,/eo <br />PAWLWTE PLUS <br />' ',, <br />ANCHOR O 12 1/2' OC <br />i I <br />ALTERNATIVE R-3AW <br />0 REGULA�.P-ANI S <br />WALL MOUNTINGS <br />SCALE 3/8-1• <br />7 INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. <br />P DESIGN R RATINGS cl AN ANSI <br />DC_ G LSSU t CS 0 <br />(D ) <br />LENGTHS AS PER ELEVATION ON SHEET 12. <br />2. FOR NEW WOOD FRAME CONSTRUCTION WOOD <br />MEMBERS 10 BE SOUTHERN PINE No 2. W/ SPECIFIC <br />DENSITY OF 0.55 OR EOUAL. <br />I ,/4 ,ARGON <br />NDR a 9' O,C <br />' , <br />i i; - I/2- Spit/4• <br />__ wit., I <br />1 <br />H, I <br />i <br />1 - �1� <br />M j <br />N Y r .1 G o+R1e:IP' <br />6 i <br />n J <br />II I 'L' YAx <br />it '•{. PANEL LENGTH <br />(4 6• (SEk ELEVATION <br />6 - <br />11 1 .,, I ON SHEET 12) <br />B r --- r <br />c M. {I <br />11-- 5[PARAIIDN <br />G,A55. E <br />/I �K 6' <br />jl <br />I 1. t. J 7e n 1/r ­ <br />T, <br />'.. `,1 1 �kII <br />ED _ - ; I - <br />- _.I' <br />2•Xe WOOR, ` _ <br />PLATE <br />REQUIRED I (,, 1/4•0 PANFLAATE PLUS <br />. ' ' ANCHOR a 12 1/2. 0C <br />ALTERNATIVE R-38W <br />4._LIFE__.SAEE_TY_P_/ANEL <br />✓ y <br />E : 40. 4416T a <br />FLORIDA BUILDING CODE (Non High Volactt <br />Hu,,Jcon4 Zon <br />a ^o'- <br />STATE OF. =¢ f <br />nxom mx(p, .Nc <br />r�. <br />IA GAGE GALVANIZED ST=p°F' <br />GLOBAL PROTECTION PRODUCTS, LLC. '] MRR'r_ <br />WOO S W 51 51RER <br />_ <br />•FCDR4� _ <br />�-') <br />C <br />�.,��:___L <br />. 5. L }N ,•4eIM A w <br />A W L A <br />gRaOY6. <br />/ f <br />\�// <br />�,���} <br />QN L •.-yts <br />A / <br />1 / <br />art n. 3e3I <br />20 75 <br />f I • 1 <br />N i <br />N 1 <br />IIINIH ' i <br />I,r. w b,-,Ar Ir -. 1 1 A, <br />< ) i3N0 <br />Iw r,.G..-. <br />rA: -e] 1 <br />M14Nl. fit -75I a5. <br />L )Otte a ( Ne+ <br />-1 <br />-- <br />- <br />01M1Y- R' <br />CNommle <br />*', A "i N. 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CC, <br />RI <br />T CO _= <br />i <br />>1 C O <br />IY. (O ,. <br />to Q 23 <br />c E <br />m C) <br />a C_1 <br />.{^n.-,,i <br />W <br />(D <br />(D <br />U) <br />(10 <br />„� <br />O <br />C/) <br />0- <br />(1) <br />:D <br />(Mo <br />L_ <br />L. <br />ran <br />V ) <br />ICU <br />L. <br />W <br />W <br />Q <br />Z <br />Z <br />Q <br />I <br />EL <br />SHEET NO. <br />SH 1.4 <br />