Laserfiche WebLink
A <br />..�-_ <br />� ._.� � <br />D CONCRETE <br />INSTALLATION IN POURED END CLOSURES DETAILS FOR IN <br />CONCRETE BLOCK OR WOOD STRUCTURES; VALID FOR REGULAR, LIFE <br />SAFM & E-Z HANG STORM PANEL,1 SYSTEMS <br />tI <br />• 31 �R BLOCK � <br />VALES +\�[ X••CONCRETE <br />"s 1r��� 4Jt.1 ;G'Ai1�6rr•CW <br />- S Wf.� OO �" `Cy PrQUARED NrOI[ MTn ,Jr'.. , k%s' , <br />I,-, I 2 In' T TASCO. a 12' OX <br />I.- ' 1 Act,_ ,. <br />_1 <br />FwRRIC CnY.G'.Cr[, c�Nc+R'F -.- <br />nxwta amc)Er[ ! 4" 1rPCOM - <br />OR Y•A• ,.000 2AA1.E I - t TAac a a <br />COICOCq 0.apf l� Wt•ac - ANOA-A• 2 � � '. <br />as wRa I_ <br />2',+' W000 rRwt D / I 'I OR� N, W.� Fa\ TIRO <br />REIa1111CQ ', . <br />_ \ to EA.` <br />1 I <br />I / <br />,. I <br />J/ 1' <br />�rR et r _ <br />« A,c,®. nlnaASE LEa (pCY2,DN <br />v IA To - <br />AT/ ,7'OC T 7' . z a6s <br />`.J / sue/ VARIES 1 ]. ' r . NN Spa ,VIRAL <br />S 60a ip< I. (IJG ALLWL AAIGF OR <br />Ou, I ow 3105-H15F wow Pa,IED COMp[TL COW-R-R <br />®.. . :-1j1 Pun •..• <br />+v.°vuv. uET,N. Aew anvr aOCR ass z ■loav I,wir <br />_ <br />% I r�-n ,-f -•.' plOuiPrn <br />J,05-i1Tr OR i t <br />2 11 1' -_ '. �_1 _ _ <br />cant ia.w� •y I tM�\\ r/ w..L N 1/< <br />//�. <br />��'I', r--_i.�---��---..-.---1 Mo.. GAP \ ...�._! <br />III.• P BOLT n a72" <br />R IY OC. 1105-1. OR 110f3-Ta ALLO, <br />W/AACKN)r Conk , ,t ANGLE <br />CASE C N) A S D (PLAN) <br />�� C <br />CASE A [PLANT CASE B LAN' C.1' <br />SCN.£ 1J;-.r SCALE t/a•-r SChf t/♦•. 1' SCALE 1Ja'. t' <br />I <br />E i 5a v-SET aft GALA-« <br />OR QOO PM4LMATE <br />j - <br />.] .VELD tom. 1RM .1 FEMALE R, ARD <br />r <br />!-\\ 1 ' J. . DR 1%RICA[R aLECI, tom, 6°ri'ON OR ParttFMR ws�f , <br />t POIR[D IXtWCFKTE '. oR Y.♦' ELIXXF Mum OF OPEWC SCHEDULE ON Rt'• <br />- <br />SX I I �\ <br />� VAA AS APPLICABLE e CaNCRETE a®.IJrrI rt5 "0 4 I[AURCo 0 Y •,) <br />bR <br />._ (MIN. PANEL ice/ <br />.-I. ,au,O r LIm_ ; `. -- <br />uHEAAIIP or"ONO 1 KD <br />OPENING WORT) POURED 00"DaETE, CONE43 -- :. - <br />wxK aR 2•«• WLX)D raw I" ' <br />, <br />.., <br />1 Nz. <br />j ' ► ' j ' "� •� OR4 1', .11 \ i~ f'"16Dn wJ ANc«pIED .NON' A <br />MRFt3 <br />r A.. I 6 ,\�� / • mmu. �FIAN,, P ,,Mm /TO <br />X . 8.0. DISTANCE `�- 4 Fib: <br />(1' <br />��` ; j /' \ /_ -- - ----r -:J MM•'"UANW, CASE G (PLAN) <br />M.4aidiimafP �t�4-.:..,((/ _{L SCALE 1J.•.1• <br />a\ / <br />�/ <br />• '�' •' \THEN 'v9'7'i' VAL,D EDR DIREL? MOLIHT INSTALUTXNN ONLY t <br />N," Se. ••, '�' CEIPTIPEO PANEL INSTALLATIPON AT' WALLS W/ <br />.t' •• <br />¢ %iD. 44T 6� ?i SIAH:A,CE LEVEL VARIATIONS WTTWN 3/4" <br />'W r. <br /># . * ; ,► i FLORID.% BUILDING CODE: Men V.1-I Murrlo... Zon• <br />�,ASE E PLAN) APSE F PLAN) ••. ,�4 °2°20'L7 °' 2A CAGE GALVANIZED STEEL sTORT+ PAt 'R <br />D <br />SCALE IJ4•.,• SC KE ,!••-,' =p, �� ,f[DRiO�. /� , I m <br />'' GLOBAL PROTECTM PRODUCTS, LLC. RA)T <br />� 0•A' <br />ScJ t(, E C O <br />"IrI/AFAA--��� <br />INC. <br />! a,.e.YEeNHe wr.w=. M� is at rnM1t <br />' f-rA'r°:�++'"6t' .. 6L .r. a w.L o1.1�1� �,n. a�I; h.. a35,. 24-175 <br />11 'N.. Iasi_ I_ i>a: -t PIMf: SA6+Mm•'tAb. Mx 4YSaiMT-616T <br />r-w.a pl/ q,R M <br />- <br />,eLFIR A ILUI a, PF �, . R 1A <br />7 <br />(VAUD ONLY FOR PANEL(DINSTALLATO NS AS PER ALTERNATIVES IW THRV 4W, ON SHEETS 6 k 7) <br />VAX. AS 0. <br />YAXeNW ANCHORS SPACING FOR ED, r AS 940" ON SHEETS 6 t 7 <br />- <br />APPt1UMw£ � <br />MAA;M <br />DESIGN <br />Tf WA <br />PANEL <br />LENCT., ' <br />I <br />ARA71dE <br />TA1P7:ON <br />ULG SCREW <br />PAI'ki. IE <br />WOOD (SWIG <br />A ANY <br />1 <br />(P.M.f) <br />FEMALE <br />OF THEM <br />tN.) <br />13' <br />ISLE` <br />TS' <br />N} <br />-J' <br />11 (TOP) <br />- <br />-- <br />_.__ <br />- <br />-- <br />- <br />_ _ <br />-I /? <br />_ .,. 1 <br />D J 2 <br />- i <br />6 2 <br />J <br />(TOP) <br />_ _ -_ <br />a T 2 <br />_ (110R •) <br />- <br />6 1/4 <br />17 I/ <br />a 1/a' <br />jam' <br />4!___.. <br />p' <br />e' <br />6 <br />O <br />E ) <br />F� <br />__ <br />- _ <br />e <br />@' <br />p" <br />8 --... <br />#W IOTIdr <br />( ) <br />- <br />] <br />_ <br />8 s <br />13 <br />,} <br />-. -.... <br />7 <br />M fT ) <br />- <br />+•4S. -45 <br />.._._. <br />t3' <br />__-.. <br />i#• <br />,3• <br />,3- <br />_. <br />13" <br />4W (OORQM) <br />°R <br />LEIS <br />,]' <br />tr <br />13 <br />13' <br />R /i' <br />• (TOP) <br />1J' <br />"3 <br />IJ' <br />8 <br />TitlJDnw} <br />_.. <br />l_- - <br />6 1/2` <br />_ _-- <br />5 Jt' <br />-_ <br />6 1/2` <br />_.°)-... <br />b aft' <br />-..-._'_.. _. <br />a IJ2 <br />(fCdP1 <br />6 <br />♦ z <br />♦ <br />6 Y <br />/ <br />6 i 2' <br />! <br />- <br />{T i <br />s <br />u -4 <br />_ <br />- _ - <br />10 t J•2• ­.. <br />9 r/Y' <br />12" <br />,9' <br />--- <br />4' ... <br />(rDP) <br />•3' <br />--13' <br />'3" <br />a V2 <br />W (261TDbj <br />i1• <br />---- <br />SPAC R <br />• SEE TABLE /i FOR MAX.AS,D. DESIGN LOADS 8 MAX. PANEL IENCtii•LS WHEN E 1" <br />USED. COPPESQEANIDMJG ONLY TO ALTERNATF 2WI° ON SHEET 6 -.... <br />1/4•0 TAPCON <br />ANCHOR a 9' O-C- <br />I <br />CO. <br />MAX. A S.O <br />MAXIMUM ANCHORS SPACING FOR E.D. • AS SHOWN ON SHEETS 6 A 7 <br />APPLICABLE <br />M4, wUM <br />DES" <br />TO <br />'L1OeM <br />PNLP2 <br />lErKh, <br />- <br />PRESSURE <br />RATING <br />TAPCG. <br />, Ey <br />PAWLM47E <br />PA NIFLSf1TE <br />WOOD SUISPONG <br />E ANY <br />1,(P....t.) <br />TEMPLE O.E16 <br />1 <br />X-. <br />OF THEM <br />(It ) <br />.�, <br />-- <br />_e <br />tM CrDPI <br />--- <br />,]' <br />- <br />t3' <br />;3-`- <br />CHIT• <br />IW (R?ircM) <br />e , - <br />n- <br />(w) <br />- <br />6i23 <br />- - <br />b 1 ! x <br />- 1 <br />'. 6 d x' <br />- AU_________.___ <br />t- z,-- <br />! <br />_ <br />a 1/+' <br />12 1!2' <br />6 ,,+.• <br />2r teDR*) <br />5•-0' <br />LMR <br />7 t <br />a' <br />a' <br />p' <br />JM (IiDTTDa.) <br />71' <br />_ 13' <br />7:' <br />tr <br />J <br />- <br />V-) <br />-edHrcw <br />4 <br />- <br />, 3 <br />M(BOTTOM) <br />TO <br />♦75. -75 <br />Ir <br />13 <br />-. <br />- _ <br />73, <br />_ - <br />,0• <br />1W (TOP.) <br />_ <br />I]' <br />13 <br />1!' <br />1 <br />a_. !4- <br />IW (93TTDY) <br />a .J2` <br />Btf2' <br />b i/x' <br />6 i!2•..__ <br />E 1/Y <br />W(lop) <br />(lO°) <br />- <br />- <br />a 1/.' <br />i2 t/Y <br />b /.' <br />2W Mm,) <br />>s'-0' <br />- <br />- _ <br />- MOP` <br />TO <br />a <br />CROT• ) <br />- <br />s <br />'� ,12' <br />Y _. <br />- _ <br />v <br />5 In' <br />W (TOP) <br />11 _ <br />17 <br />... _.__- <br />11• <br />_ <br />3 <br />13' <br />13' <br />1}' <br />10• <br />4M f mm) <br />------2 <br />tJ' <br />iIS TABLE /" FOR MAX.MA3. A.S.D. DESIGN LOADS &UA(. PANEL LEINGTvN• <br />IiSE(5. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 <br />i66LE_III <br />e <br />A.S.D. DCSIGN LOAD <br />MAXI UM PAPS <br />E E NG(H1 <br />40 PSF OR LESS <br />6'-8' <br />> 40 PSF TO 50 PSF <br />6'-2' <br />> 50 PST TO 60 PSF <br />5'-10' <br />A MAX. PANEL LENGTHS ARE ONLY VAI10 FOR INSTALLATIONS <br />W/ PANEL E ID OR MATPANEL MATE PLUS <br />ANCHORS Air <br />W/ ,(NN1i/2' O.C. <br />'�CENs 9 <br />4416t <br />3.* * '* e:... <br />ATE OF � �' - <br />�!o ION .,� + <br />OR a <br />/ - <br />F' I <br />�L <br />Sc ..' L, <br />FLORIDA BUILDING CODE Mon H11 h Val Murricana Zone <br />." "IIm - <br />24 GAGE GALYA)RZED STEEL STORM PAWL <br />OR1FMsx_ <br />. <br />-r- <br />_ i <br />_____ -. -_ --- <br />. <br />o- <br />eiWM <br />l <br />GLOBALPROLECTION PRODUCTS, LLC. <br />____ <br />• ItioNta <br />d <br />.w-t <br />HmG 4e !` 1]'afFr <br />aANE. R3,a <br />_ <br />-1 7SARee <br />28 <br />: <br />- Iaal�. <br />7AP .-PP <br />°L lwa4IN <br />- <br />CoMoo' N. <br />IN TA ATInN DETAILS FOR <br />UEE SAFETY PANEL I) <br />INTO POURED CONCRETE OR CONCRETE <br />BLOCK STRUCTURES <br />PDtAtED <br />1/4Y IAPCON EXISTING POURED <br />OR <br />ANEI'Go At 9 O C - ONCWETE OR <br />CONCRETE BLOOX <br />1 CONCRETE IAOCA <br />REVNW.ro <br />Pra-.1KD1�2 <br />. <br />4 <br />��'Ix <br />I/2• 11/4- <br />MAX.. _ _.. _ <br />1 . <br />s. <br />t/T' 1/4. <br />�� EA(P, , <br />Is <br />tV (. !! <br />P I N 1 /,�P* , <br />I I t 'Ez p0.w Mdt� <br />e NC' pt5i tul wa <br />6 IEIXr., aa. !-try <br />R A I RAWi t[kCT„ <br />LL /' -i- (SEE EICVATON <br />O I' ue+ I 1 I. OM 3HEi 72i <br />Y <br />1, - <br />a <br />EtlfRrr,G ararAEri too <br />OOHCREIT OR I <br />C04CRETE ULM' <br />REQUIRED <br />F/4'. PAJfU'. I PLI)$ <br />ANG,WR # Y r/2' OD <br />I , <br />I F Ci,I /} <br />I <br />I I <br />I Y.9 <br />1 H Ifr X <br />-.I. -i I <br />SECTION R-3A <br />s �r�„UAR_Z&t= <br />WE ■Em ICI t 71 MR ANCHORS'�YPE t SPAEM Me <br />a1SLW "M, INTO WOgp FiWw aLmmpm <br />N.RIAM ANCHOR S7uRaFIM Na .AN" FACE OnSNCE <br />Ara raCArC0 - IrFG saconA. -0. cP. 'EcI „AN, <br />Me "= ON SCHEDULE am a ANO+OAI 3.WCIRM aY <br />IAATWLYNG SPACM soft ON BGIODIII.E A na <br />FOLLOWING FAMft FOR THE OPERATION m R POSMF, <br />Itromn SPACING O ..w uWG :ACDR S)P,L - BE <br />LLm I- FRNW. SP•rtn0 .Cann I*- FACN Aw" <br />T'IP[ ON "a $DHWAE. <br />ANwa n6c <br />!'-'- <br />NOON <br />!''' <br />ANNINMART <br />..om .Om vneRi EM) <br />r <br />3 <br />. <br />•NeRWnA rMB `orrtel. EW) <br />3 <br />�.._.. ,HALL-. ...,_ <br />- 3 <br />- <br />3 ,n <br />Revw, es twwe9a <br />IItCIRI <br />11/Y <br />A 1e <br />1 ,n. <br />--- <br />A.• <br />- <br />a• <br />om <br />I.9a <br />CD• <br />%� <br />1h-SEPARATOW <br />I I <br />e ro Gcus <br />1 /a'a-}b,• <br />_AA <br />1. <br />p I <br />ss �_ <br />' I n R. aIRRAO' <br />W <br />L'K151„y1 <br />I I <br />1 t <br />GA•s-S w I <br />i r , <br />■ <br />I '" MAX <br />>r <br />i 1 6• PANEL LLNGIN <br />A <br />I I (SEE LLEVAIKR3 <br />1 P - I ON SHEET 12) <br />■ <br />I 1 <br />l II <br />1 <br />I <br />! i tl) <br />e' <br />1 <br />f%fSTSW: KY3RLx <br />1 <br />CONCRETE Olt <br />I <br />i °LA <br />CONCRETE IROCM <br />AC01RRt0 <br />-'a I mvoel <br />I <br />1 <br />kk <br />1- L _ <br />1/4'. PANELMATE L_-_ E <br />SECTION R-31 <br />AN 0.NOCIONt') �--(I <br />tA�Fly PANEL <br />WALL MOOUNTINGS <br />SCALE 3/6.1- <br />FLOAT <br />A BUILDING CODE Non High VRII-ity Mul cane Zone <br />e2010 nIrm eM <br />V D STEEL STORM PA►tEL. 24 GAGE GAL A7I2E <br />FA, <br />d Re <br />oTn7/I-9O <br />CO... <br />1 L��E <br />(xoeAL PROTECTION PRODUCTS LLC. <br />9nE <br />- <br />a <br />F� S. 51 ErtiEft <br />:7- n AHI�W <br />A R- <br />9W1 me-�n,-HALL <br />O.MT. rL -11 <br />.nRNe- <651-vsAS rrr (9e,Wt9-6r6a <br />R. <br />2D-175 <br />W­N'O b <br />G •aQalr3A <br />A-1 1. <br />•.i : <br />9.Ur ,a or a <br />MAXIMUM A.s D. DESIGN PRESSURE RAIING (R,r dj AND CORRESPONDINO MAXIMUM ANCHOR SPACING SCHEDULE <br />FOR REGULAR STORM P-ANEI-JUINSIALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES <br />(VALID ONLY FOR PANEL0INSTALLATIONS AS PER SECTIONS I 7HRU 6, ON SHEETS 4 A 5) <br />MAX. A,5.D <br />Lit <br />WAYAUM ANCHORS SP1C0M. FOR E-D. PER SCHEDULE BELOW <br />APPLICABLE <br />NA%rWV <br />MAx AS O.- <br />III <br />M0i rat 501CWEE BFiOR <br />W1fIWM ANCHORS SPACING FOR ED. <br />wave.&_ c <br />MNPIMUM <br />DESKW <br />PRESSURE <br />T` '�" rod <br />I <br />PAKL <br />LtMGTN <br />DES,G++ <br />PAFC35WRE <br />K <br />PANEL <br />t�ENGTM <br />TAPOCLN <br />SOltO-$T <br />PA/EWA1E <br />IFYAIF PO <br />PANil1AiE <br />PLf25 <br />7MY�C-IIAA,RH <br />L'AL,X-lR <br />rAPC{MI- <br />SiR.O-SET <br />PANELM.IF <br />PAHYELIAATE <br />US <br />LW/r-NA&M <br />TICK^P�1 <br />_ <br />,a 1,,,. <br />.. ANY <br />G*A�1NrKNt <br />•L• <br />f k.) <br />nA`ivw <br />(P f) <br />k Y <br />t # <br />-L. <br />(It.) <br />m <br />10 <br />w <br />m <br />m <br />m <br />m-O`IOe'E <br />m �C044II <br />m <br />'O <br />w <br />w <br />(Q.AI) <br />co"m• <br />i[pyJl[}E <br />tA1fAl['i <br />[A.XaI! <br />Y=hKRt[ <br />LXWf3Wi[,- <br />KP•A'tE <br />rMEN <br />Iry <br />CpLACi <br />I <br />YRKR;R <br />GtD61RtE � <br />0 ! <br />.eONeu <br />0, TORN <br />tY t3' <br />v1' <br />iJ' <br />.3 - <br />,5' <br />,3- 13` <br />,] •]• <br />,3` ,r <br />1 (TOP ) <br />i" 1}' <br />1J �7 <br />I3, 1 <br />d - } <br />a]' <br />�. <br />,3- <br />_ <br />1, 13' <br />_ -_. <br />1Y 13 <br />. -._.- <br />3 !x <br />- -�-- <br />' (TOP) <br />..-.___.. <br />t}• ,Y <br />+!" <br />--.. <br />1. <br />'1' <br />_-_-- <br />eT <br />t}' t3 <br />rJ t t3 <br />-' ---. <br />t3 ,1 <br />_ <br />, t80rpl;: <br />----- <br />,3 tJ <br />s3" <br />+J <br />q1 t3 <br />17 t5 <br />I] tt p(4 <br />t 1B4T4W) <br />+7• ]' <br />.a.- <br />r sa <br />I3' <br />, 3 <br />,3` <br />r <br />s s' <br />r.• <br />s <br />v <br />1!- 13 <br />1!" <br />]- <br />! ,J' <br />i]' t3 <br />IS•tt v 7 <br />$ cw <br />1 <br />] 3 <br />1 <br />1J /] <br />._ <br />I- <br />3 <br />13' <br />_.._ <br />i 3 <br />r <br />J <br />} .FALL.. <br />3 ] <br />.._ } <br />3 <br />` <br />R <br />3 OP1 <br />BD TTG,I <br />5 e <br />'!' <br />I <br />- <br />7 <br />_ <br />t <br />t iJ• <br />J <br />1 Y 7 x I <br />I 1 <br />e3 1. i <br />T} <br />1 t a <br />A i <br />8 a ! <br />! <br />90'RO.i <br />3 RQP) <br />s BarroM.. <br />( ) <br />OR <br />1 5 <br />- <br />' 7 <br />1 3 <br />.3"3` <br />a <br />I} <br />e ♦ <br />] 2 , I <br />a !: <br />x 7 <br />- <br />r <br />! ! <br />F- <br />LESS <br />t -- <br />a' <br />§' <br />6" <br />- a' a' <br />6 • 1 <br />> 1 3• <br />. OP I <br />LEss <br />8' 5 '%a <br />.T A• <br />6 <br />9 <br />6 , T' <br />J <br />D' / a' <br />n' ' 8" <br />!' S' <br />. O <br />R 1 <br />•• <br />t _. <br />p• <br />_ _. <br />___ f <br />- <br />____I __ <br />R• ,. <br />--_ �. <br />A• _ - <br />-. <br />A' - <br />(IbR(ht1 <br />e' <br />e' - <br />{ <br />6 _ <br />I _- <br />H' �- <br />E' � - <br />_- --.. <br />!' - <br />i <br />a (BOTTOM) <br />s- <br />-t-' <br />-. 3 <br />A3` <br />tr <br />' <br />L t7 <br />,r <br />1 <br />Il, <br />t1' 13" <br />•J' 1 ']' <br />,7' : 1! <br />5 (TOP) <br />,1' t3' <br />13' 3' <br />'3' <br />f. ' <br />,1• <br />t}' ,r <br />1 <br />13' 1!' <br />I <br />t3- tl IP2 <br />1 Y <br />5 {T1mj <br />R <br />5 CO dl <br />1.. <br />3 <br />1J' <br />- <br />r 3' <br />i :3` <br />- <br />t S <br />tJ' <br />6 tJ1. <br />3 <br />,J- <br />6 t/1. <br />t3` i <br />6 ,r'•`16 <br />3 <br />,3' <br />,/1 <br />V' ` <br />I IS" t7` <br />x _ _ <br />t <br />J '3' <br />_ <br />3 <br />}' 1S' <br />4 1!4'16 t/a, <br />a (1pP) <br />b (Gorr -) <br />•45Tt1 45 <br />. - <br />t.5' '3' <br />t3' I}' <br />"'r'a •;6 1/1' <br />f7" <br />8 I/a• <br />i ,3' <br />6 t/a` <br />13' ;J' <br />_ _ <br />IY- tJ` <br />_ - <br />1 - <br />I!" '„ /2 <br />E 1/a'�6 /4` <br />a (t0P7 <br />6 (eCT'--) <br />..5, -a5 <br />LESS <br />,eO, -n� <br />3 <br />5 <br />O Y s" / <br />-. _ ..- <br />2' <br />_ _ <br />i <br />"J' r <br />> , 3 '/2 <br />!'Y� <br />rY a ,/2. <br />- - _ <br />, IrOrl __ <br />._.. <br />')' E' <br />---- <br />-'1 <br />,3' ,3' <br />_ <br />13` 6 1j:' <br />.__ __- <br />,3' 6 :/O' <br />-. _ _.. <br />}- <br />6 t!]'1t ,/]' <br />_ <br />1]'b i <br />-{ ,.. <br />[Tn.) <br />......_- <br />___. <br />13; <br />_- <br />7- <br />__ <br />t )--9 s/2 <br />7 <br />.._ -- <br />'O i'i. 7 I/2 <br />r <br />IS' 1 t5` <br />9 1 i. <br />t3' / <br />'3' 8` <br />1 (BOiiewI <br />,r' 1/2' <br />_- - <br />tJ' : 63 <br />__.' --. <br />,3- •h.` <br />- __- - <br />'. <br />P3' 'V_ <br />-.. - __ __ <br />1,• R" <br />__...... _.' <br />4J' 6 f/Z`.I <br />_--'.HA-HA. <br />reanou) <br />....�� - <br />- <br />/ <br />- - <br />- <br />'�--- <br />-_ -_. - - __ <br />I <br />_ . -- <br />- __ _...__ <br />.. __._- <br />I tr ) <br />• <br />.. I <br />3 <br />-t <br />° <br />/ <br />2 R <br />- <br />IS <br />-�- <br />7 <br />-• <br />T <br />1) iJ <br />, <br />13 9 rY. <br />P 12 <br />/. <br />'- I <br />,] 9 /7 <br />1 9 a <br />1 2 7 I a <br />0 / / <br />7 t <br />o l 7 / <br />'3' •6 1/2' <br />L I <br />EIS t <br />/ <br />2 r, TOM <br />._ _ 7 <br />d R DP 7 <br />i , 1 •' 7 <br />_ <br />t I <br />-.i l- 1r <br />_ <br />t <br />3• S <br />-+3 O <br />I• <br />] O3 <br />IF <br />�) D• <br />t- <br />,1' 5• <br />et 8' <br />13' �6 I. 7' <br />e S <br />el' 1 <br />! <br />7 (BOTTOM) <br />7 OP <br />R ) <br />' <br />1/7?-1 1/! <br />e t-6 1/ <br />- <br />,Z 1/ b }4" <br />- <br />_ <br />- - <br />6 t ,6 t/ <br />- <br />3 f90T,CiM) <br />- <br />>5 e <br />Tp <br />'] 1 <br />) I'i <br />1 a a°11, <br />e 0 Ie / <br />i <br />t l I ri" <br />1 <br />P - <br />a l l I f <br />1 0 / <br />- - <br />1 M71,L.A'7 } <br />>s-e <br />OO <br />7 <br />I 3` <br />6' =5 1/2 <br />1- 3 1! <br />_. <br />_ 6 _ <br />/ - S <br />- <br />e i `I•t 3` <br />• 60OP .. <br />% <br />-_ <br />e" -� e <br />_- <br />- 4 _a <br />- <br />I I I_.] !•.t <br />16 ;2' <br />_ <br />a Ro,- - <br />a' <br />e <br />-- <br />S <br />b <br />5 ,/2'I <br />�. <br />T ,JI' <br />a (BOROu) <br />?- <br />e ! <br />a• I - <br />6- <br />I,i` - <br />t/2•. - <br />4 (80r C4) <br />- <br />_- 3 <br />_ <br />_ _._. ___ <br />- <br />,S' '9 Y' <br />.-_.__. -_ <br />1 <br />9 7 <br />i <br />3• 19 7 <br />tl I 9Tx <br />1 ,"' <br />J ''.7 ,i7` <br />et 1 77 <br />( x <br />?}- 6' <br />:6 1 n <br />S r'i0P ) <br />3 BIl R <br />( ) <br />/-• <br />,3 @ <br />5 ,�! <br />1J' ,r <br />17 1 3 <br />1}' 'U' <br />f 3 !0 <br />41 ',0 <br />P ' <br />r V <br />D' - <br />*i 6 <br />SJ' 6 t r)' <br />-_. --r"- <br />"3 s t/ t <br />5' 'OP <br />( 1 <br />5 BOP. CM <br />( ) <br />1 _ <br />•3 <br />�3' � O ,!a <br />1 <br />13` T <br />- <br />� U' • Y <br />7 1/I` S •!: <br />3` �• !/T' <br />a (TOP) <br />� �!' <br />IS' 13' <br />'e ,/z' <br />t, <br />1' �e ,/z' <br />I <br />9 .} [6 !z' <br />rY to <br />!I?!?_, <br />s <br />- <br />a !/a` 6 i/♦' <br />6 tJS' 6 1/4•I <br />8 ? •16 Fir' <br />6 (90^ "i <br />.. -6 <br />- - - <br />_ <br />6 i!t• b t/a• <br />5 /a''9 1/a' <br />- - <br />- <br />i. <br />5 ,/4 �6 1/4. <br />- <br />6 TOGA �'j <br />SEE UK"1, TOR AA ;Rm TlPr a Momi rp rIce WAL.Pno:S W. mom FRAME Imumum S <br />IF Moroi ANCHOR I W I" AND ,.PIRA. LDCE O63ANCE M{ 1001111O ON I-S SXHFp1A.T FOR Et <br />Liss N_ NX 1W ON S�a RELULE 41t+,OR SWV4 B, MA_1riF SAAC,uo S L0_ On <br />SCHUXAL V INC FOA•Op.0 EALIDRS. FOR 'SW OPERO 2k'O K POs49E KO'C "0 WM.u^„ <br />W AAHED .`." I- NOT GAF im O- W WA• SR -ALTO r0A Ems.. hmc P - <br />+lP. '/". <br />t/..R <br />,/". <br />vpi <br />vf4'. <br />NCMOI, YPE <br />,rAo.R r31D-sa <br />""Pon <br />fle] <br />P' "� <br />]alN:-aMA. <br />OA,N_ <br />I/ORA1 AMC.00 QACLAC (61.J <br />! 1 <br />3• <br />3 <br />- <br />) <br />? <br />-- <br />d FY <br />) =r5 <br />N <br />- <br />rmm�RW Foal too" f 1 <br />3 ] n• <br />OBtATNa ILILJ Rats - <br />-.. .. )_ gin:-.. <br />.7. - <br />+n' . <br />- I'll <br />J ,I'7• - <br />-- <br />AL'[Twll EDGE OOMM (E.D.) <br />FACTOR <br />x In- <br />an ox <br />- - - <br />ew <br />11/7'- <br />- ,a <br />,m - <br />•06 <br />•` SPACINGS ONI-Y VALID WHEN SPACER 9 IS L V- SEE T� 01 F MAX. Afi.D, <br />DEIGN LOAM t MAX. PANEL WHEN SPACER " FS USED. - - <br />3' HAX <br />D.M.,0. -I' HXN. <br />` ) Ur v�:J <br />F ICEN�'':�'': <br />: D.44167 3 <br />x * R <br />*; <br />I LATE 1Jk ;"`` r <br />11 <br />� N " ... 4, t. I -- <br />" T "-Lt A <br />AS-D. DEEM LOAD <br />NAMUM PANEL <br />LENGTH <br />40 PSF OR LESS <br />6'--8' <br />> 40 PDr TO SO PELF <br />6' 2" <br />> 50 PSF TOBO P§I" <br />5•-10' <br />A MAX, PANEL LENGTHS ARE Y VALID FOR INSTALLATIONS <br />W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2' D.C. <br />FLORIDA BUILDING CODE Mon High Velocll Murricana <br />Zone <br /><TC.b ,LA:0. 7R ! <br />24 GAGE GALVANIZED STEEL STORM PANEL <br />I I. <br />IwWN OY, <br />i COI«e ` GLOBAL PROTECTION PRODUCTS, LLC. <br />OLT <br />+..� �STR+oti CNAI.EpMH9 CONPAWx; •A6 .atL5,zS31,t aIE, <br />o.I n n�•^ <br />IP341rdtg-r5.5. fN. <br />•- <br />20-175 <br />AF,.,aN N- inl n . Nn1 <br />.7- <br />rM1NE. (s.syaa>^ROPY <br />••••' <br />GYAIWMr M' <br />:A OeO6114 <br />WNE, P Y la <br />- <br />ON SW�t$ <br />13. t1. 1g t'6) <br />ANC-NORS 1-11 VC"Dr+S A rC: RN"`-S <br />�IN-1A/43, <br />R-••'2A/13, R-3A/Is, <br />R-.IAW/I5. R-2AW/15. R-SAW/16. <br />__®R-18/13, R-28,11$, R--3D/14, <br />R-IBW/15. R-I6W/15. R-38W/16. <br />3- WAY <br />,- WIN. <br />- ----- ` --- : - - ­­ .1-F <br />F7-. .: <br />. <br />7' <br />I - I <br />r :; <br />: � : ; I <br />I I <br />I I <br />Imo_ I <br />­ ­­ ..... ­­ ­­:� ......... , <br />II ; <br />FZ <br />( Cr I'OR PANEL LFWG:tf - _ MAX <br />t 1 :� OYFF 7•-I67 ' PANEL LET4T <br />REGULAR S PANEL I21 a-(;,ILAi-- $TAR. 'ANE_ a'-0 a a,O U. --DO P..I <br />�`, (W/ OVERLAP Vu PANEL LF.NGr,i BOLT) <br />1 <br />I �; -0 <br />-'N ,•..6• # +C.00. -54.0 <br />'tlt'IrY STu u PAW-L 5 _ P ..r <br />. � 1 _ _ (M/0 OYTRIw MID PALL LENGTH BIY.n <br />�i Ary I <br />\`:�.' E t a•.. ,e.,• \LAi °sE r-a-,aN. P.A•EA LLNGTP I <br />` 0__ / -e(')- - - - - - AT ACC. WOUNTINGS j <br />Y'-� J ! 5 S HOLTS W, t 17 <br />I <br />E' <br />I I LIP <br />0-• f <br />• <br />I <br />----- --- L;- <br />1; - - -_"I ON a LYE S+UL-, "V _y <br />4/ C . <br />- <br />-oNERaAP- CrvTMAP. -.. ._- - - ffi_ <br />Or' -...,-,.,®_-, _ WRK) NUT AT _.._ _HALL-..EXT� - tW,TvY N 1 tit ,.�-.....�® <br />-a . ,� LEFT PANE: IDf FAME, J- AEA% T- I•MNSIAl:.A7iGAS uNLY VALO rCR IS Q <br />LRF R-tAjS3. R-2A/13, R 3Aj i4, R-10/13. R 28/13. R-36/14, ,` WIN SPEED UP TO 170 mpP <br />1*R•-1AW/15, R-2AW/13. R-3AW/16. R-IBW/IS• R 2BW/15. R-38W/16. <br />ANG,ORS (SELL SCCnON- t AL"ERNATW, ON SrnETTS 13, 14, ,5 A16) - <br />1/4- MAX GAP <br />LIFE SAFETY STORM PANEL 'I' ELEVATION M _ <br />RE:� � " , J.UTAR 2 667` 1 RE nw <br />TORM PANEL (HRH D4ER.M' -, IAIX[ YN1F� ITORu AHLL <br />I <br />MAX GAP, `/_-_�-//~ .-�/_/ • ,q `,O J _-c�,r.A/4t VINE 9 <br />t----- - <br />1 s t: r4$167 <br />1-IFF &Aa PAMFI �-a', * `* 2 FLORIDA RUELDING CODE Nen h V<Ieaily Nur4-I, ZRn• <br />;r'. O . P : lot0 aPttn,. rc I PAPA <br />ERIOREXT -1F�. /GRIOP , M:11�,�=` 24�,Ud,{' GALVAtR2ED STEEL STORM PANEL �1 •,. <br />3/ E r <br />SECTION A -A ,_'arPN 4- E C O 1«c GLOBAL PROTECTION PRODUCTS. LLC. A7 <br />I .Mn ., <a.. <br />ovE . ,uu <br />2J'• Ij <br />yy 2D 175 <br />7 I ! Tw . n f1eN Mom~ P•,fP.0 'WY1MF )5.5 fN !FS.IeeP-e'P> <br />C.r-IG b <br />nC 5Y1i/JC.WItAF£./DA'I �%_ 4.1• pl t_ • _`__' <br />- <br />-------INSTALLATION <br />DETAILS FOR LIFE SAFETY PANEL ,1' <br />INTO WOOD STRUCTURE.S <br />1. _., _.� t , -..�., illy <br />1 .�- __ _.. ,- 1-"-_ --,-,..�-,�.. <br />WOOO ,LEAD" .*O) •JAfsR r','=: ­­­Yn'JJ' NtJ(iE!, <br />iFk'-- <br />mmu ., _r.r , 4_.V'i I <br />1R 4_irAPL'IN' �I JC:.rV•-0 _-_ yIl <br />-T--9 1 .'A 'A •;C♦. <br />{- a•A rA � 1-- I- --GI "4-a 'K<.fM <br />` , <br />14 =a5R O 9. O C ANCs'OR a 9' J C ANC," a 9` T C I Q,Nr.0P o 9• , i <br />1' <br />.1'. I 2 I <br />2 <br />'; _ Z__q^ 1!,1• <br />'! •�' tY. I 4443E ,4x,iIF -j2' 0 <br />x <br />,. I <br />/♦' , <br />/4- r4. <br />- 1 -• - 'MAX. 1 ,'J. NAIL T2 . _ ,' AtA< I <br />{ -. <br />[- [- ' <br />l L { <br />I ,M j 1 Min GALA <br />K. <br />I, <br />__._ 1 _11 __ R -- I <br />i <br />4� <br />- R I h� - `J 4 1 1 1 1 <br />1 1 <br />` I ( i 1 1 I <br />t + <br />.y*y % <br />' �14atAld' <br />�] <br />1/a'r-TRIP I' Ii IfC I I ( / «0.•' �a l <br />i { - - I aaLu-O.nF,PX EK,S f' ! I <br />EX1S11A-IE, SR alAab i. <br />'1: <br />1� , GLASS N- <br />GV55 J , <br />r N.l°Au t =-w 1$� i i . I tot n..i P I rc <br />T.i <br />tg G's, <br />11 19uRc•N^�i taCt tl ( <br />vl <br />y - I a leyy 1 MAIM I; I I 11 1 ',' ulx <br />( it .. 1 I a• PANES JNGIH .. AYE i , / I 6. L-EL LEHj PI I <br />_ _ W u.• <br />4 1 ' 4 I I fSNF L1VA Kxt 1 VAYE l[,Kiii I (I ! (XL tl kAl <br />0 '- I 1 PANEL LEL"P. 11 I I <br />s tl E t ON 3nCCr 12) 111 _ ISfE �[VA)ION P I E CAH S�METT 121 <br />• �! {SEE _ <br />■1 <br />1 ( *IATJ 2J ' , 3f. <br />I i I CM S>L=z_, 17/ A H 1 t 1 M 5+1CFr ,aa F <br />1, I. <br />A .. r <br />I 11 , <br />4 I II , I �c� i F 1'. : <br />3; <br />SEPAwEna+, }y[p ; - ,-`l �J35 1 ' `� M ,- u, <br />I., 1L ARAI I)A [ N _ I G t . <br />a { N TU U=;ASi d s 6- SCPAMT,7H <br />- 1P tlaA4:. _ T t -- a <br />1F - AN "0 GLASS I 1 I F <br />6• � I <br />I <br />-- I I L/1 <br />t ( \3' <br />- 1 11 i i I ' I - <br />---- <br />. e I e.3" t I•..•: I , , I f I <br />. t ._I r� <br />r 1 _ <br />FO Ii <br />E; . �» • ._ *: 1 I <br />- - I t i "(REIN 5e _ �i:-. , .- <br />I _ .'. , , <br />O. ,_ E /` 0 <br />__ <br />_I,_ - ... y,._, - L _.. - e�p.N� ._ <br />can •!, _ <br />,/2 1 <br />I .Ltx�€"AcyL <br />; xw1•a <br />(. z .. 1 Eo {/P -A <br />__-.' 1.' <br />ea <br />i �+ 1 PLATE 11 BOLT, Ala <br />REJl1WFE-, '' . s %1 Ct <br />I'4'e TAPCON �, 1'1 iMCA.>T3 _ I •i-0 iN'CON a•sa- W000 <br />ANC' ' O 9' "' _ - 1_. ANC+.OR O A' O �. - .r1+CM a 9' 0.0 111TE - <br />t I.. , N'r 1A'�nA <br />STAI�RO W/ 3 uO ,"ACCE41O W/ STUD REOTIRED <br />t - mc6iok a f' O C <br />2y iii iI <br />6 --. •: �N'tARI 7 1 _., y., p <br />I <br />TI#Q/NEUDs <br />. L_ <br />RE I <br />I. . <br />I <br />(�LiERtlAjplE� TAW. ALTERNATENE R-1flYY ALTER ATIYE R-2AW [ALTERNAf[y� ILSB7dt <br />O REGUJ�g P, EL5 O LIFE SAFETY PANEL ORE LAR PANELS OLIVE SAFETY PANEL <br />WALL MOUNTINGS nMIN WALL MOOUNTINGS <br />SEAM "I"'. �Lr A Ti 'r.ti� SCALE VNI,. I' <br />'~'S•• GEN '-'/'�,�'' FLORIDA OUILOING CODE Non High VOl.cii III., rlwnr Z- <br />�; s- ( B 7 <br />T 42P]O AtTCfi. NC. FJ•. s <br />- t GALVANIZED STEEL STORM P <br />0. 4416 J - 2 GAGE LED S EL PANEL <br />9PANr; R. <br />x v A' " <br />I L I DESIGN - NS ALIATION ARE DrJt VALID CAR S.I7 OLEIC _.�- ____ <br />* *? /-._.__._ __ � .,,,,-._.pigf/»se ��� <br />OTESSURE )RATINGS (P_5f) AND PANEL LENGTHS AS z *1 <br />Pr LL eVAi N ON SHEET12 11. E C O 1«e GLOBAL PROTECTION PRODUCTS, LLC. tan <br />STATE OA-1. <br />.o•. p_ <br />F _ F •R ,1 N . It Ln[n <br />Y. @P NEW W<YIO Ru.0 COa+S JC O A'u=•D 's <br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC %��,c' , AEORID¢ tIu .-v taF.r rE-ar.w P r.4waN� Nag. n. syT. <br />-� <br />C' 20-17 <br />R� •.•. I, tMs.�y�6i9+ S <br />•..•'.:rr./o,le .._� .::-,...OLnseMaras«m;` <br />DENSITY OF D.55 ON EOtfAI. <br />ppP1E <br />�uL.n-..0 <br />- ---' �� -- ,NNHN nA G Lk u;4a 1'- AKCT t5 M ,. <br />MAXIMUM A_s.D_ DESIGN PRESSURE RATING (TL.f•) AND CORRESPONDING MAXIMUM ANCHOR _SPACING <br />SCHEDULE FOR REGULAR STORK PANE (IfIINSTAU ATIONS INTO CONCRETE #CONCRETE BLOCK STRUCTURES <br />(VAUD ONLY FOR PANEL (DINSTALLATIONS AS PER SECTIONS 1 TI•IRU 6, ON SHEETS 4 k 5) <br />MAX A.&D, <br />PRESSURE <br />fps f) <br />Alt <br />MAXTMIJM ANCMM SPRONG FOR MAN E.O. PER SCHEDULE BELOW <br />roA u1«2' <br />1XICTIONS <br />t ANY <br />IAVOMU4 <br />PANEL <br />LiT.OrM <br />'Ll <br />IN.) <br />MAX. AS IT <br />DES" <br />NES511PE <br />RATING <br />(,.I) <br />MAXIMUM AIAGIDR3 SPAIONG FOR MON E.D. PER 4CHIEMM BELOW <br />PPLICABLE <br />AOrSe4 SECTION! <br />MW WL•I <br />PARK <br />t <br />1' <br />(n ) <br />TAPCON <br />SOLID -Sir <br />fPANEINIO <br />PNI[111A7E <br />PLIM_ <br />ZAMAC N <br />CAi%-IN <br />TAPCON <br />SOIX,--SET <br />. to <br />S <br />I PLUS.W <br />iNMC-NAE <br />CAI.N-M <br />t ANT.TNf.T+ <br />r4N <br />[S MEAL <br />m <br />NGIOTtPSRR <br />pOm�AIPE' <br />m <br />cognmtW=M <br />COMBINATION <br />COM18111M� <br />OF <br />m <br />CONCRETE <br />- <br />m <br />w <br />KNICI- <br />=-OPAVIETT <br />m <br />m <br />PRtP1PE <br />}• ,1' <br />rJ - „ <br />• t:' <br />!n <br />_!Y <br />}' ii <br />13' 15' <br />t] i] <br />:J +] <br />• - <br />S t]' <br />f3' IS' <br />i} 1! <br />U' ) 13.N' <br />t3' <br />tr <br />t3 <br />12' <br />i3 r0' <br />) <br />- <br />13' <br />rr <br />S <br />1]" <br />I / <br />13` <br />a , - <br />/ <br />/ 3 <br />a I Y' <br />/ <br />7 1 ` 5 , 2' <br />n, / <br />r <br />a , ! Y <br />. TOP <br />pot,) <br />, (BOTTOM) <br />13 <br />t3 <br />r- - <br />tS' <br />,] <br />lY <br />,J• ,B• <br />t (60flf1M) <br />4 OP <br />C ) <br />e ,n <br />u• <br />u• <br />u° <br />.. A• <br />la• <br />A• <br />- - <br />6 f - <br />_ <br />to• 17 I/2' <br />7 I Y-3 , Y <br />I <br />J J <br />iJ' <br />6• <br />- <br />t-, <br />3 <br />] <br />13 t0 <br />- <br />_ <br />, ! <br />7^- <br />y <br />-T- <br />r <br />T <br />- <br />t 3 <br />_r <br />.. �. } <br />--_ <br />f0 1 <br />, r <br />y I' <br />n <br />_ <br />1'' <br />J <br />3- <br />i• , ' <br />J Y <br />2 OP <br />(TOP) <br />t t <br />3 ) <br />t 7 <br />,t <br />} - <br />3' <br />T <br />- <br />, - ' 1 ° <br />J <br />2 WROAN <br />( _) <br />t..• <br />3 <br />!}' <br />f , <br />1 <br />1 <br />0 2 <br />! <br />0 1 x7 t /2 <br />--1 <br />0 , n <br />M' <br />- <br />3 , <br />-_ <br />- <br />6' 5• <br />1 3 ` I <br />3' 1+' <br />_ . I <br />} it <br />_ <br />I <br />I S' U' <br />-'--} <br />, t t , Y <br />2 /} i 7 / <br />D' a' <br />_ <br />, - , -• <br />} J <br />- <br />.l' ,]' <br />rJ ,r <br />6 I/.• 6 ,/.-.6 <br />13' <br />�t <br />- <br />7' <br />6 <br />t- <br />iX <br />S' <br />- _ <br />'- <br />1 <br />3' 0 <br />t o l a <br />6 5 <br />'! _ _ ! . <br />6" Ia 1/2' <br />B• _ <br />!! <br />- Y so' <br />v3 �.. <br />ol'... ¢ ,f0• <br />1 , I i . <br />3 O <br />It ,/A'16 I/! <br />3' <br />_ .1- <br />7' <br />a- <br />r 3 <br />13' <br />-, <br />1J <br />- <br />T <br />11 <br />J <br />Y , <br />/2_ <br />} <br />, <br />1 Y <br />2 / <br />1 r <br />8,; <br />! <br />I - <br />9 x <br />! <br />1 s• <br />e 1 <br />I ] <br />! 1 <br />2 !9 <br />A , Y <br />1 ° <br />8 Ja_ <br />1 t 4 9 <br />0 Y 7 1 <br />J / <br />{ _ <br />-0. -05 <br />To <br />75I <br />f .1- <br />J r <br />R- <br />J <br />1 ] <br />J OP <br />R D <br />3 90Fr0M <br />( __) <br />a (TOP) <br />IN (1ADTT ) <br />TALI <br />s tTQPy <br />.__ <br />5 [60TTW) <br />b CiYY+) <br />6 (BOLT••) <br />e <br />OR <br />♦7ro-75 <br />t -1 <br />4 H,a <br />- <br />) J <br />6 ;/i: <br />1 - a <br />6 t/6: <br />- <br />T -� <br />3 OP <br />( ) <br />J (BOTrOM) <br />OR <br />1� <br />t <br />0�6 � <br />/ ! <br />6 t 6• <br />! _ <br />l <br />1 7 ' <br />3• t J <br />- _._ <br />t3 ,3' <br />t3' { 13' <br />1/4-; 6 1/4 <br />, 1 Y <br />2 / <br />6' <br />a <br />J <br />a <br />,3' <br />72 S 2 <br />_? <br />6 1JY <br />iY <br />Y <br />a <br />7 n <br />3' <br />i. _--- <br />i S' <br />I - <br />6'- <br />6 -. • <br />/'} <br />-I- <br />,3- <br />-5..--I <br />r5' <br />,_J <br />a ,/♦'- <br />5 7/?• <br />i <br />t ' <br />3_ <br />( IY - <br />- <br />To t _ <br />1 4' <br />// <br />a' 3 1/Y <br />- <br />1 <br />13' { 9' - <br />13' 19 tn` <br />___ t- _ <br />73' :6 1/Y' <br />6 1/4-!4 1 AN• <br />8' <br />13' <br />t9 <br />- <br />17• �a <br />6 1 4. <br />/ <br />a' <br />A• <br />A 1/Y' <br />_ <br />tn- <br />6T ,/+ <br />. IJ2 j <br />s ! <br />107 ,/7 <br />,0 IJY €7 in' <br />.�-ALMA._ <br />7 rn'IS In <br />6 ./7 �.2 1/2 <br />r <br />� <br />t3' 8 <br />iJ" 6" <br />-L _. <br />Ir I♦ ,n` <br />�- - <br />a 1/4` a t/4' <br />a (TOP) <br />OM <br />t ) <br />5 (iLP)... <br />5 (BOR01t1 <br />_ <br />- M19 <br />fF - <br />s1' <br />I x <br />_ <br />, ' <br />} <br />-._ <br />1]' <br />,3' <br />_ <br />r J <br />a\' -I <br />f7' <br />_ <br />a R°P) <br />8 (WTI••) <br />-. <br />5- 2` <br />5 / <br />_. <br />f .l' I ,/7 <br />_ .- <br />,- r ,/t• <br />,3' 'i `T <br />' 1 •• <br />1]' / C <br />7 i/Y �J t/1 <br />. <br />a f <br />t7 <br />13, ^, 1/2 <br />3 , 7 /2 <br />-- <br />l7 , Y <br />'J' ! <br />_ _ <br />t3' _ J' <br />1' J' <br />_- <br />:r ,J. <br />J" t7• <br />1 <br />7 - 3 <br />3 <br />t, '•12 ! <br />1 7 2 <br />! ! <br />8 a <br />6`.. <br />tl' 3 <br />_- <br />13' I i3 <br />I -• t t <br />] 1 3 _ <br />a '!4 !6 I/a• <br />I t• <br />,J 0 <br />13 ,1D +/2• <br />1- IO• <br />3 <br />- <br />1J t0 t/Y <br />_ - <br />t3' I.' <br />tJ' 10 /2 <br />I <br />O <br />'3 ! <br />x i b F <br />Y`I <br />! l <br />R /T <br />- <br />6 <br />- <br />1 <br />1} 70 JS <br />tl TO ,_iIJ2 <br />_ <br />1 t <br />D <br />ll- n <br />IN' <br />6 <br />8' 6 1 2• <br />3 ) / <br />- _ <br />f OP <br />f: ) <br />- <br />r (BDnoM <br />Y [POP) <br />7 tWttOM) <br />1 <br />'lop) <br />(San ) <br />3 OM <br />Ssa <br />m <br />1' <br />3 <br />-- <br />S <br />7 3 <br />1 1 <br />° n <br />I' <br />t3` 6 1 <br />�_ J <br />I J,_ <br />tJ <br />r]' <br />3 <br />19 <br />3 ... <br />t <br />I " <br />] : <br />/ <br />_ 6' �_♦- <br />e <br />- <br />E} <br />6 1 "7 ' <br />9' <br />6 t/]' <br />4 1 2' <br />l <br />n <br />___._ <br />6, a' <br />l <br />_ <br />- <br />9• <br />7 1/2' .5 I♦ <br />t0� 7 IJY- <br />7 ,/, At ,/]' <br />,-0 1 2' Y <br />/ / <br />I <br />O a e - <br />7 Y <br />! / <br />- .._.,.- <br />♦ /2 _ 3' <br />5 } _ <br />/ r . _. <br />10 7 I/Y <br />I7 t/9 <br />t <br />)3- --6-- <br />II' ,/]' <br />- { t " <br />s n <br />, • <br />S a' <br />- - <br />' I t' <br />a , . a . <br />/ ! <br />a ir}"�1 In, <br />! <br />- <br />t3 6' <br />....6 .- <br />1 <br />{BOTTOM] <br />S (TIP) _- <br />- ^.-n <br />Y (W oM <br />] (TIP ) <br />----- <br />] ) <br />trc;ti , <br />a (TOP} <br />+ eon Oyn <br />- ' <br />s 6 <br />to <br />7 <br />- <br />11 1/2' <br />„- <br />, /2 <br />a <br />-... <br />a' <br />6' <br />,r i Y <br />- <br />,3 1< ,/]' <br />r {- 7 <br />!S' <br />•]' <br />6 )n' <br />p- <br />1J.-... <br />,3' <br />A . <br />1 3 <br />- J- <br />Y `i <br />/ T <br />a- <br />7]' <br />,'o ,/] <br />I]' <br />f- t ] <br />_ <br />Y 1 <br />) n <br />,5 n <br />_ <br />,J' 4" <br />.3`A ,/p <br />tr f , <br />tJ' A 1, <br />n <br />..... ......_.m <br />9 1 , a" <br />8 b <br />! / <br />Y 1J n <br />_. <br />a <br />- - <br />-FY f <br />t/2' <br />-_-T <br />,J I., <br />tJ AID I/2 <br />D <br />7 2 <br />S / <br />6 14' 6 1/ <br />/ 1 J <br />7 /x . <br />. _ - <br />a <br />la T <br />t# o !Y <br />t3 •,e /T <br />-_ <br />1 12" <br />i- o <br />3 / <br />1S' <br />, ] <br />7 .. _ <br />e <br />Y <br />a' <br />_, ..... <br />7 . S <br />/ x <br />5 <br />6 <br />1 7 n <br />1JX' <br />__ <br />I1 1 / x <br />- <br />6' <br />3 /2 <br />-- <br />B <br />t <br />B <br />- -.. <br />, ] r <br />D b 1` <br />! ! <br />Y } <br />.�- <br />6 <br />tY I 7 <br />q L.. 7 <br />-- <br />t J) r <br />OP <br />it ) <br />__ __ <br />tlo W <br />f ) <br />9 - � --. <br />(T ) <br />S (POTTOM) <br />a OP <br />(TOP) <br />_y_ <br />6 2-- <br />/ <br />- <br />I}'_ <br />- <br />,J <br />1]' <br />I"- <br />/ <br />6 !a_ <br />i <br />4 <br />_ (FO>) <br />s}' <br />1' <br />J <br />_. __ <br />- <br />- <br />5' <br />_.-. <br />_ <br />- <br />.J' <br />.._.__. <br />6 1/4- <br />-,J <br />. _. _.. <br />a t/4' <br />tl` 14 <br />__ <br />�- <br />7 a 1 <br />3 n <br />d ,J4 a I/4 <br />tJ <br />t• <br />J <br />9 tn' <br />a 1 2' <br />/ <br />t0 In <br />-- <br />- <br />I ` <br />7 Y S t 2• <br />/ / <br />Ia <br />- <br />,3' <br />__ <br />:, /t <br />S (BOTTOM <br />- <br />6 CLOP) <br />6 1/4'16 1/a' <br />O.Iji"f 1/;' <br />B (BOR `•) <br />- <br />- <br />o 1ja• { ,JI' <br />6 (BUR w) <br />S[T voirr i, roR Mb^nORl rot A VItCAt; coo TaIMLAONOM3 PRO MOOD r1mg INULOWIM <br />-N10 L_ - .- _ R mr.,t4 ♦,@ -.4e. TFNM x.RIDUtR. IP, CP. <br />'r" THAN ,NA,r LED OM SCHUNAS IN ANCHOR wMQlf. OF M(ATMLYWG tyXN6 SHOWN ON <br />SL SOULE N PRI. MUO.Yi6 IV70115 FOR II.3 OPERATION to BE POST MLE, RfDI10ED SPAM <br />OBTAINED UaIC FACTOR 5n MOT BE LEn TWIN .■1IR■A! WACM IYOAILD FOR GW 44DW I„Pt <br />ON THIS TONCI)UE <br />ve. <br />,/e. <br />1/4'. <br />We <br />I/4•. <br />ANCHOR TYPEVAN'• <br />NNM.N <br />Tan-r. <br />FwAF1AwE <br />PAT- <br />, _..- <br />__ - <br />-- - <br />wW.RA' AAC uA� (FL) <br />3 <br />] <br />} <br />1 <br />2 1/Y <br />2 in <br />ARAM F M X,>rJwx F•S <br />3 <br />3 +n' <br />3' <br />3 <br />- <br />3 1/2' <br />I- <br />Oa'ANatLAJ :Ee�f ,,,N, F <br />__ 1. <br />) In' <br />! In' <br />3 In <br />3 :/'Y <br />ACV& EDGE U9TMCi (E-D) <br />FACTOR <br />1/2' <br />Pie <br />- <br />. <br />_ <br />- <br />7 ,n- <br />u, <br />R7o <br />- <br />- <br />II-'m <br />-- <br />oso <br />1,,• <br />- <br />+m <br />loo - <br />Foe <br />r:6n <br />- SPACINGS ONLY VALID IwHEfAI SPACER IS USED. SEE 01 FOR MAX. ASO. <br />11 <br />DESIGN LOADS &MAX. PAPAL LE WHEN SPACER iS USED. <br />•�'fJV LINO �f, <br />• DT.44167 <br />�'. STATE <br />_ TAKE !L A <br />AS.D, DESIGN LOAD <br />MAXIMUM PANEL <br />LDWM <br />40 PSF OR LESS <br />-- 6'-8. <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 IN <br />W/ SOLID SET ANCHORS d[ W/ SPACER AT 12 1/2' O.C. <br />FLORIDA BUILDING COED Mon High Wioei NMrrlcana Zang <br />aMM It%= W. <br />24 GAGE GALVANIZED STEEL STORM PANEL <br />ptlrl'H'IN <br />GLOBAL PROTECTION PRODUCTS, LLC. <br />01om <br />- <br />NIL EO Ne. <br />6, <br />.mo IN. b, vow <br />t)IAt R 33e,4 <br />P1.Rd (eM)am-764A AAX; {q.)m2-wTf> <br />�� COMPACT <br />. 3eA i � - - rq n atw <br />,� UAW __•AW IN. OAW nt-.MN <br />20-175 <br />- <br />�"' <br />M ma7,6 <br />INARRIK.W <br />M.r/Ha. .IAr <br />W.ar x v ,w <br />r"na�e6: IrN.aA�r uiil <br />INSTALLATION DETAILS FOR LIFE SAFETY PANEL (1 <br />INTO POURED UNCRETE OR CONCRETE DUCK RUCTURES <br />I/;'a TAPi.(x, [ POURED 1/4•0 TAPCON EXISTING PCURED 1/4'e TAPCON EXISTING POMRED <br />1 ANCHOR a 9' O.0 C�^E DA ANCHOR a A' OC CONCRETE OR'DNDR <br />CO4CRE`E BLOCX CONCRETE BLOCX ANCYwM • 8' O.C.O[_ETE stock <br />f t �) REOIARED � 3 REOuAEO. , ��ETE BI•aX <br />�: <br />L i 2' I'/.- ' rJx_.t f1/, ° tn' ,/3- <br />I- ._:: MAX "' -""� MAX. .. MAX.. <br />�11 <br />f-0•11I <br />I <br />I <br />LD• <br />!I <br />a <br />.I CAA45 C,.e <br />e <br />A <br />R <br />fI <br />! <br />N !' ur <br />It --SEPARATION -1 <br />11 '0 GLASS. <br />I <br />I I <br />1 I <br />1 I <br />t' <br />I <br />1 <br />k <br />I <br />1 I <br />I <br />f <br />I <br />i,/•,q, <br />r" I 1 / <br />1 ! t' MN. �I <br />'1' V-•-TA.,' C-3CPAW'rK1A1 1 <br />I qt ears .-o CA SING-` r0 G4Aw. 1 <br />CA, oAraFR FOR _•• <br />1 ■ I. <br />1 , 4- tl <br />! <br />' PAN LENGTH <br />EL <br />pp it <br />d uy' <br />AY <br />T ENE AM IO+ it I <br />1 ON SHCEI 12) 1 - <br />I I, <br />1 <br />U I I Y <br />I ®p <br />{ -. 1 y I F i <br />E D!N <br />#A <br />11 <br />tl,•1)2P,r <br />-1,1 Rats e <br />G <br />t <br />Z MAX <br />e PANEL IE"C14 <br />SEE nl)N <br />( EI <br />On SHEETET <br />12) <br />I L/2 <br />I <br />l L <br />r 1) I { • i ) e' <br />f a Eve1{ <br />I ;Iyp' <br />1..,Ir . I Meow/ <br />I ' ,. ( <br />a <br />I a <br />--3 I , ,_-.1-.._1 7 v <br />,/4•a TAPCON 4 <br />ANCHOR a V CC <br />EXISTING POURED 417CRlTE OR <br />..ONCNE'E 6AOCN REGPRCD <br />SECTION R-11A <br />O REGULAR PANELS <br />WALL MOUNTINGS <br />SCALE 3/9-1- <br />(4; <br />1/4'a TAP{;ON <br />4PCnOR a 9. O.C. <br />EXISTING POURED CONCRETE OR <br />CONCRETE BLOCK REWF710 <br />O LI$5S <br />AFIETY PANEL <br />SEE SHEEN 15 t to FDR ANCHORS <br />AIDIGE "M <br />1/41 <br />"rr't It SPACRIC FOR PASTALLARDiG WIT) <br />TAPIpW <br />..tW.r r.aR.R wean bra <br />3 <br />e00o TRA14 RwORffiA _ <br />++.c.KAN 1­_ ,GAP- N <br />Q)(.E '. .ONCE NK A4Nf 17FD O/N 1NI5 <br />_ _ <br />•••ypa, FPNE ORNPRM 00 <br />3 <br />SC14DLU TO LO ,Aci r.Aur egCA[[D <br />ON SCraOLLE Itcou i AMCN.DII SIAC" <br />_ . '....No 11.! ( <br />! <br />T <br />Ill 1RR +MHG '1s16•% SHORN ON <br />Sn4LTAE Jr, rHL FOLLOW" FACTORS <br />A� m 11aR7< � <br />IAC IBR <br />I ,/2- <br />Its <br />ICI INS OPDMTIA 70 1A POSDaLL, <br />aFt-E1 L.PC Oe,,.NOD ,rPAPO <br />YrDR SHALL NOT BE Cal FIAN <br />IMA.V WAC.No rgl('Alf[O FOR EACH <br />Allrip.! LYRE W THIS "CULL <br />Y 1n' <br />y- <br />R •, <br />0b <br />a !r <br />R I <br />EXSTMG t . <br />CLASS p / <br />IN <br />11 <br />B <br />R �- i <br />a <br />9 <br />w I �n I <br />K-SEPARATON -# <br />6 rD cuss <br />■ <br />.11 <br />I <br />i+ <br />E D <br />1/4'a TAPCON EEXXIS OURED <br />ANCHOR • r D.0 CONLRETFPDR <br />�ylCONCRETE 91-OCIC <br />I' 11 <br />IC <br />{'� <br />/2' <br />I[C• 1/4 <br />Max <br />1 <br />%- 1 <br />/, <br />IU I <br />0I. <br />W. <br />1 <br />I,, <br />R- SEPARATION <br />SS <br />SS <br />���I t O CLASS <br />e0613 a CANLSS <br />9 A, <br />I At FA � ,1 Y ":. p <br />1 SAC <br />FIN nrWt <br />It p <br />1 <br />IDRS, 00 7 <br />I <br />1 <br />I <br />II i <br />- 11 1 1 <br />MAX. <br />S <br />PANELlfNOfH <br />,I I <br />I N <br />t <br />I (SEE ESNADas p <br />E ON SHEET I2) I I <br />I <br />II `s � I <br />(1P b f I <br />i,,, <br />I <br />i <br />N <br />i r.��' I <br />iF <br />ED• <br />I <br />t f I I <br />C' <br />5.s faa . <br />A, lA <br />1 <br />Z MAX <br />PANEL ANEL LENCM <br />rurwrom <br />(ON SHEET ,2) <br />,. <br />1' <br />a• <br />i Ea. . <br />ED I <br />- - 31. <br />- Pict .s <br />ms� <br />1 - <br />I EO _ <br />TG i -. .A <br />r, eax W <br />d;� <br />•.:'tS <br />1/4.0 TAPCON <br />1/4-0 TA.IRCON <br />ANCHOR • r O.C. <br />ANCHOR a B' O.0 <br />EXISTIND POURED CONCRETE OR <br />CONCRETE BLOCK REQUIRED. <br />_ EXISTING POURED CONt71fTE OR <br />T:ONCRrm BLOCK REQUIRED <br />NNW <br />WALL MOUNTINGS <br />ON,NET F A; TI(#'�D , <br />j :' \GEN,�F :Ii <br />*' ND.44T87 € <br />*t <br />:� , STATE OF 'Q F <br />SS/DIAL / _ <br />-1•/` A z <br />FEORIOA Bl11LDING ICt}M Non NI W V.loei NurrieIt- Z.- <br />`INCOo twace"'X <br />24 GAGE GALVANIZED STEEL STORY PANEL <br />rA. <br />LL ET O <br />GLOBAL PROTECTION PRODUCTS, LLC. <br />A <br />NOUN M. 31 ■MN. <br />mrp <br />� <br />ool. <br />#Iadn1 <br />m-53N6mFe7A>RRNPA� <br />20-17SpP---nn <br />rA-OM719 <br />- <br />9vWu <br />obeem; - <br />AT <br />_1117 <br />^ <br />R4Er to ar is <br />INSTALLA <br />INTO WOOD STRUCTURES <br />I <br />WOOD HEADER WOODMJ,(KR <br />...-T'FOURFO i - REOLARED <br />• <br />I <br />".. �4•• TAPOON _ 114•0 TAPCON, <br />' _CHOR o 9. O.C. - .NOHOR a 9' 6C_ <br />I �. �, <br />t� 1 { t`2 , <br />I <br />MAX - <br />T I i Y' ; I <br />t <br />A6r. i f Mn• I <br />1 <br />r i <br />N � } t •„1 H E 11J <br />CXfS,7F7G�1 I I �G <br />�3.9PLR'•� 6a # �. % <br />I 11 B OIOIa�IIP' <br />GLASS `I U _-yYy U <br />- ,GrW.ft <br />! CI A�5�S�Y� <br />NI - 6 1 Up-OA,1 Y.r <br />.� � ' <br />I l` MAX <br />11 I II / <br />• '111- PNFTA, LE.Ntitn <br />II ,, I ' PANEL LLNGTH "! yr(' ' ) e' <br />11 L• , (SEE ELEVATONt (SEE ELEVATION <br />-f I ON SHEET 12) 11 3 i I WJ SHE" rt) <br />.. I <br />N 1 II L <br />1 <br />1 1- MNt_ I _ _ <br />rt <br />u I • WR 1 <br />P/><AS ! i (`J IV--SEPARAnON I { 1 <br />1; 11 ro GLASS. i <br />i <br />6 <br />7 r-s <br />I If � ,JIB <br />fO I 1e M Vr 6C EC. 'N I e Low. <br />/ {„I <br />' *'I I I �I <br />IO I -1( i. EQ , I I <br />2'x4' 1W 3 �., 2'P4' WOOD ~•_-!- <br />PLATE ii 1 PLATE <br />PfOtnnCD I ��'�0 <br />_ _ 1/4-P PANELW7E PLUS 1 1/4'6 PNBIAMTE PLUS <br />' I r. <br />Amum a 12 1/7' OC ANCHOR a ,Y In. O,C <br />� -� I <br />ALTERNATNE R-3AW ALTERNATP/E R-34" <br />O REGULAR PANEL4 i 1lEf Sdt�TY pEMNEL <br />,...OHA,.'nW, <br />WALL MOUNTINGS/J�-,'�•AA. Tll�;y,N <br />V <br />ND, 44167 1 FLORIDA BUILDING CODE Non h VelocityF*Wu Ica" Zone) <br />g*: * .A. <br />� V 2 GAGE GAL A1I2ED STEEL ,-- PANEL Vol <br />1. MSrALUT10Y ARE ONL'r VAUD FOR MAX_ .tS.O.6 g STATE OF :ITC I2tM. R <br />DESIGN PRESSURE RATINGS (P.a.f) AND oANEI 'r.�O,N.• f(OR '•�._•.: _ - �r� GLOBAL PROTECTION PRODUCTSN U.C. 07 of <br />IT LIE C O <br />LENGTH$ AS PER ELEVATION ON SHEET 12. AMC <br />2. FOR vW WOOD FRAME CONSTRUCTOR;: WOOD 4' .S/ONAL F� - u ;;TMe ♦ ttw�o.We wIaPA.Nr roe A.. e, Slow <br />/l P, s -'wee' mAN a+x•n.3331. <br />MEMBERS 70 BE SOUTHERN PHI£ No 2, W SPECIFIC A"n1,NMMA.At' <br />/ ..a. � ,- - z OAR •n.HT rA+H.[: (.3•)6.e-7m. ,AR ("quo.oft 2D-175 <br />DEISM OF 0.55 OR EQUAL- - u- ti w.� -- - awwe N.. <br />PE..XrA/ao..ltnf(ex -1PA A tW1r A.. 3. <br />-iv at i *an I• a If <br />a) <br />N <br />C_ <br />Cn <br />N <br />-Cu <br />N <br />-C- <br />.0-0U <br />N <br />N <br />O <br />Q. <br />Q <br />C <br />O <br />-0 <br />O <br />C <br />Cu <br />U <br />-0 <br />W <br />13-.& <br />N <br />O <br />= <br />C <br />CU <br />O <br />- <br />PANt/ R1 <br />CV <br />O <br />Cu <br />` <br />U) <br />- <br />Cn <br />N <br />L <br />O <br />O <br />L <br />L <br />� <br />.0 <br />.- <br />W <br />Q <br />Q <br />z <br />z <br />W <br />J <br />OCT i a <br />Virtual Review Assi t, Inc. <br />Plan Review Completed a d approved <br />2300 <br />for COM liance with the 2020 BC 7th Edit <br />y Debra Anne Klahr jx <br />44 <br />W <br />a <br />Z <br />Z <br />Q <br />- _I <br />a- <br />^�I <br />W <br />0 <br />L- <br />0- <br />0 <br />0 <br />a- <br />Cn <br />M� <br />W <br />SHEET NO. <br />SH 154 <br />WE <br />