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I _ T <br />aIlA.rn , <br />11/4' <br />.Aauau 1 <br />1 <br />F M. <br />1 <br />\F <br />1 <br />, <br />1 , <br />1 1 <br />1L 1 <br />I�� aclso.Af I ��L <br />,di. fe�Ae6iWall I Y 1 <br />WALL AND FLOOR _�.4�NI.lNS INSTALLATION FOR ATM': �dl'r;s"77'71 <br />o .no I;'- -IFa <br />6 - -_ -- SPLIT PANED AMnOrr_ 1 <br />F 9r Fuu:aA <br />yI HELM <br />x' FI u •' .. N- <br />A 1• ,' � ., •IiNa a Bur A/2 <br />�, _ <br />rDG[ - r- -� w n° • c "-t,:�°mli�lloiNAMED 1UODP <br />2«to/• ._ .I..li <br />;N E 1), lilt <br />!LL�=f oil <br />9'�L37���(yA1 / • \ \\ <br />��R�Y,/1�t1TAn� x 1 <br />BGELE-�•'s' •I • <br />DETAIL 1 <br />MM <br />I <br />I <br />rw r"6 s0°tai F'ncI <br />\ <br />`NNF,ti N� I I1 <br />i <br />I <br />SS il.0 r oc <br />7 <br />rM°Om eriiuw �'R <br />"3 <br />1 <br />1 <br />I <br />ANaLr-r FA. PAN. <br />a .Ma N I., -HNRS6IIR( MTINe <br />'» 1/•'. n4A, awn <br />A WR. <br />1 <br />I <br />-1- <br />1 � <br />I <br />NA• <br />-- - 1n•.r r -- <br />.L�ua1¢' <br />SCALE <br />NN ��I������ qq <br />DE 2. <br />; <br />- (� A RPR , <br />CEP m rPN <br />E 1' <br />--T Y� <br />yyl Inlu SCHEDULE <br />Mo.. MrKL10N <br />c <br />REOUDIEO Yln <br />� <br />1 E <br />1-�� I 1 �-ocNla[>i <br />AIAYreRe <br />SPAN ITT) ' <br />TUBE MULLION •• <br />,w We.'n .. <br />�-- <br />: a.°i/.N'nna:.E <br />-- <br />> : _6• TO 5'-r <br />'- <br />.• <br />2• .. I/e• <br />==.Lr_i a .aEo .... -»n ...,. <br />2' a' , t/e•. <br />CPNrATT M61OIR. `� <br />i F r. f... <br />R S'-e• i0 e'-lo• <br />2•. !' . <br />u�la. <br />- ON <br />• <br />CAMS ,IOU FOR wS 0.tOfS•CMi PRMEESSURE MTNG <br />00`55E60'S <br />ORKN ID <br />SECTION 1 <br />UC IFNOTH <br />SCALE 3/8-1 • <br />Ni MULLION CAN ALSO HE N5IALLED R/0 STORM PANELS ON SOP <br />OR BOTTOM SO THAI n 19 LOCATED AT top OR BOTTOM orOPE'" <br />(ONE PANEL OPENING W/ tVM top 6 BOnom) <br />/r,w tR.lw <br />S �MIOBRR FINS Hpm <br />v sn.l%` --"I <br />AT,As lea2,-a}-n-�M�'sj'''ir„"T"'Twjopj <br />1,• <br />1 <br />I <br />2 <br />vr� _ _ I' <br />Mu1:o+ oPN. • Iw IRual eRloAc <br />- � I <br />T <br />SECTION Y-Y <br />SPLIT STORM PANEL ELEVATION <br />SCALE I/.'.1` I�.r: `n,.i) <br />SCALE <br />No. 44167 '- <br />i*' * ''f= <br />FLORIDA BUILDING CODE (High Vel"Ily Nwrlcarn Zone <br />• •��'�,-9 <br />��•' F�DRIO <br />rao2Nl Tertm, AFT_ <br />20 GAGE GALVANIZED STEEL STORY PANEL <br />r r+ <br />`.�-%1 <br />I TE C O I11�. <br />GLOBAL PROTECTION PRODUCTS, I.I.C.GE <br />Mk,R ,I VNDO <br />20-176 <br />DINING It. <br />�rv2ri <br />NMa�N <br />MeeAr IIITmgrrma,•.. RUa.l <br />d <br />AA SIN A, PC <br />PILL <br />OR . el <br />o3])W�![• <br />N,nE <br />NECI ,-a 2. <br />INSTALLATION DETAILF5_10 REGULAR PANELS(;) dE t h <br />INTO EXISTING WOOD STRUCTURES <br />I•�)ll/Y pNwl <br />A.IA"IW 11r <br />�Lws-,• uen <br />w •rac• ,ACE eaI1W / t/A Ls saes • Y Pc • <br />l <br />�1 ew n4rrNa NN1rnN .. ' . . <br />'1I'j-1,11�' ,IEe'•• yjF /1 •� yE(pprl/ _ I , AW Ir.11.R .R6a I•x,N• -_�-ram---Z�i / �" pRrFe •POP wm i � Y � - <br />J111] <br />• 1 <br />II. <br />III <br />•n Toe <br />{ <br />) <br />n ,rxPFM 1 <br />to UPKIMU, <br />SetWe I_ <br />-,M M aW7iY <br />III°~` <br />a <br />` <br />- <br />N Ai <br />WALL MOUNIIL{G <br />I <br />IN3IALLATION - ALTFR14ATIYE 3W <br />BUILD -OUT NOUNT1NSi <br />•10t••° MP.aN..•r.. <br />•( <br />INSTALLATION - ALTERNAllYE_.ISY <br />� � �� ��•+W+••^N• <br />.IAI.m. n MR <br />%CALL: 1/4- <br />WAL L MOUNTING <br />INSTALLATION L ATION <br />- ALTTERMIM 2W <br />SCALE 1/4• - I' <br />LADIES: <br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS <br />UP TO +55.5• -72.0 p.T. AND PANEL'S LENGTH UP TO W-5' <br />2. FOR NEW WOOD FRAME CONSTRUCTION WOOD MEMBERS 70 BE SOUTHERN <br />PINE NO 2• W/ SPECIFIC DENSITY OF 0.55 OR EQUM <br />NOTE FOR. CQM2NAV9ft DF SEC11DNs. <br />TOP A BOTTOM MOUNTINGS CAN BE <br />COMBINED IN ANY WAY TO SUIT ANY <br />INSTALLATION. <br />44A,11LH1FHI11lI"NI <br />A. T I <br />aP�c. EN.c <br />i <br />�C .aoa ,nm�i � nIl <br />SIT lOIRp.1 <br />!.-- 7--c - . rPc <br />�,�l�Nr.>•N <br />I <br />AnrNr v mo .•.wow, <br />I <br />5 <br />ia I <br />dytl <br />---111JJJEEE--- <br />ro s.A+ <br />=•.v : { <br />MAP�° "•T• Imo: <br />, AAI,ReR <br />1 <br />. WUPP - <br />- `Idelr'M <br />eror «Io a�°esnN aPI~ <br />CEILING FLOOR <br />• --�'. _ <br />WALLA <br />R MOUNTING <br />INSTALLATION - ALTERNATIYF 4w <br />(SECTION AT TOP IS uMrtEO TO +35.5-67.0 HEAL. <br />FLOOR MOUNTING <br />INSTALLATIONS - ALTERNATIVE <br />;CA.I 1/4' - , <br />5W <br />/LS.D. DESIGN PRESSURE RATING) <br />SCALE 1/4' . I• <br />tM� <br />rN,Ac-W i•K c I '' <br />ATmRO <br />_ - ANtTAaW., N"'Pro ewe .+n <br />FLOOR MOUNTING <br />INSTALLATION - SECTION 4AW <br />SCALE: 1/4' - 1' <br />F'1n01nA RIW <br />mur rnnr /11111nH M.In.-Hu <br />W--f-. 7-) <br />• No. <br />4167 i <br />o2a2o ntnw. IOU <br />20 GAGE 6ALVANIZED STEEL STORM PANEL <br />ter•, 11. <br />* ST <br />'; $ .• <br />Sir <br />F OFLr <br />V�- ' <br />IL E C O ION: <br />GLOBAL PROTECTION PRODUCTS. LLC. <br />20 76 <br />F. <br />' F L <br />R ail.1 <br />I D P . 1�; <br />r� <br />- <br />NLR 1(tDltl A MloYIiCA COMPAMT <br />..Da e.. a, SINCE, <br />efl ]A7T. <br />qNC S' <br />(] P r <br />•, r Fa WAIw Avana n A,r <br />w.. i!"1 •n' • `WF1 Tel -IN. <br />Narc: ]a. rA. 17e I <br />9 <br />- 1 <br />Me <br />NNNn <br />_ <br />uHHM 9.A-/9r4NATMIE/pAli <br />as IT <br />w1rA A huT A.. Pe <br />r 44feT <br />- <br />- <br />eNQT ,o a a <br />COW.F,1 A/Ac ift COIORIL ANDWORS _ FOR DOMME AN.roRS'. SEE SCWD Lf ON SNFn 14;(SEE <br />SCICIIUII W (9R LCHIMULE OM FORWDtla SCREW SET SECTION amSHEET ,s <br />Men 14)ow1e) r-1, 2 i TWITS <br />_ I 1/4 ?✓4 2►/b 3/4 a 4/4 1, 2 t 1W/13 r AN <br />POUND <br />-A CONCRETE <br />Saa. RE <br />W.• -. <br />PFOIRRTO \ <br />gA <br />I d i l 111-11 TTTI. 1..1.1 i_1_l 1 TTT TT 11 <br />rul INE? 11t DW [-, I-9np91E¢altml.i a3o PAIR) BNIpgR (HUMOR FOM� aNTD90R BDD Pmw <br />mSCPKLUS& <br />Irg1 1aF1 IFo11 ro.Dl� <br />E�I <br />W.AG MUI i WNG•`NUrs1. EVERT b <br />1Fo.c <br />- 9nNo • 17 V STUD • <br />litltll <br />I 1 4'IA I' HaarI.1C 1 'eA i' rl•Lr.7R <br />-T- W/ sPE9slruns CASE q� 1 acREw W/ 91EmNvn <br />1 I/e' IN, <br />,o R 17 , 2. OC. )• Mm (CASE n h ro • ,1 1/T OC. .. ... ..11M.A .... _. ... <br />(Set on I/,. iI �LIDi I N <br />1 Ct (SET Dn 2/,4 <br />f tA1E1PA LPANELS) <br />A TWO <br />• <br />V7 6 Vlq I DILmYw,E ,.DUTnW <br />i <br />DF A oa PNET s> <br />t (IfE DETASS 1/14 <br />MON <br />OUffo t <br />�1W/15 <br />1/4, 2/4, WA, 3/4 aP 4/4 1, 2 k 41, 2 i 1W/15 <br />ALTERNATE IOCATIO. <br />'- O( LIFE PANEL �. <br />APEA W/NCI (WE SAFETY PANELS NOTE <br />NOTE I Il IOW) <br />•_ LOCATIONB <br />Can REGULAR PANELS W/ 0. <br />, _ . - - PAULL�--ISLE <br />I- / L77._. *--� --- I W/0 REGULAR TRACKS (SCE NOTT I <br />RCLOW) • LAST PANEL fQ TO M NiTANLEV AS <br />CWdRni AKNMS I <br />LIFT SAFETY STDIN PNtI OPENING SIW <br />(sN°c`un "; - .ouRm OPTING_--,# 1 R 1 T <br />gaNICKn-/ -._ „ ,o"�AKcx7MrArr IfAUAiI/aN'NIfAPRcacDEo <br />e.nl -•• - AN :1 TO BE N9/AL-EO ON PENWFD FROM ,NSIA <br />CO NJIaE AO M9 or STRICTURE <br />(IQ <br />9bImL{d oN� <br />SHEET,.)-)� ELEVATION <br />WALL MOUNTING INSTALLATION WALL_LAIION <br />- SECTION-1 SCALE 3/8' • r - SECTION 2 SCALE 1/6• - r ®®°F J T 1 <br />' WEN OAP 1%;j - it _ <br />.-_ <br />I AN <br />U LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN fTIU PANEL (i1P5T DR UST PANEL) <br />SAFETYSTORM(�'f <br />( <br />OR AS AN PANEL PAIR LOCATION BETWEEN CND PANfIS). a NRNpIR PANELS 8 (NIETWMT[ TOG TKN <br />LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO RFGOAR PANELS BOIL I 1 eNo PANIIs <br />SILL Non I; <br />(W/ OR W/o REG" TKS.) MC <br />2 LIFT G:T.TY SiOR PANEL. CONSISTS OF 0.039' GALVANQED STEEL STORY PANEL AS SECTION B-B <br />PER CgtDONENt (� . SHEET 2 OF DRAWING "r., E <br />THYS PANCL ALLOWS (MELF TO BE REMOVED OR INSTALLED FROM THE INSIDE Of <br />STRUCTURE. <br />U P REQUIRES BE COMPONENT®A D0T70M TRACK r0 <br />BESAFETY <br />V of IS <br />BE OOMPON AS PER SHFFI 2 Oi THIS OpAIANG. <br />r``L �rLP <br />rOMPONENT� Y BE INSTALLED WALL OR FLOOR MOUNTED TOT LOONG SECTIONS I A r; Pam••'• ENS <br />2 ON THIS SHE11• AS WELL AS DETAILS I A 2 ON SHEET 14, • <br />3 <br />` : <br />- FLORIpA BUILDING CODE (W h Vmoclly Nurrlcan. Ione <br />Ys. IENGIH FOR COYPONCNI�5 1Y a NU. # = cacao Team, We <br />MO,. ANCHOR SPACING FOR COMPONENT ®ANCHORAGE AT BOTTOM IS GNEN ON = * ; 20 GAGE GALVANIZED STEEL STORY PANEL Bl <br />SCHEDULES A 2• SHEET 14 = * : _ • �- aR.,,f Of <br />COMPONENT MAY BE PERMANENT OR REMOVABLE <br />"0 <br />°'�„An <br />SEt DETAILS FOR INSTALLATION INTO WOOD 1TpANE BILDINGS ON SNETT ,s •-, S P - ? -' 7 •. GLOBAL PROTECTION PRODUCTS, LLC. <br />I <br />5 OgLO <br />--„y�` !_ _ IMC 4aDA SW I, SIRECI <br />6 DETAILTO THE CESSn FOR THE h SS` `� 1ut TE1�nN„A,M1 tRNo: OYsur PnI. IL wU. <br />^a /•' 7MP N, r m p.,I. nMrF (.y)rAF-Tsa FA« (E]+Me9-9n1 20-176 <br />ADJACENT bNI ONO y <br />YOND TO STL'C 0)/DIAHF�OF <br />Sf'ACfRS AT iRAt«5 17N9TALLEOI AND BLBIE <br />NL IUONMI `_. _.-..�.�� G-n0o6)IY rM DRANK; r <br />Pl eEN,/WMMItNE,/an N.I TIP A 1gLJT Jr , P.0 Y ,r-W <br />..1p, 9En u OF a-. <br />SURE RATING (D,p,j,) AND CORRESPONDING <br />MEL LENGTH "L" SCHEDULE <br />1uuTnmA As Prm pf <br />IANIMIN lEPARA11Op i L I Tr. L ro IEcroms <br />Nn caBenpw <br />m IY/SS I�ION or STEM <br />-r <br />UNBOLTED <br />•I <br />, ri 9 A > <br />W.. <br />2 3/4•-�111BOL1[D <br />1 TIM S 6 7 <br />MAw <br />: ,n. . •O:T�Dta <br />n <br />] ,/2• ' a'IT4n0aK aD.CTN <br />__ L 9 A M <br />i Y3 6 rPIGNN A, DA- 6 NXXDGn, a PANI,- <br />RATING (D.&L) AND CORRESPONDINy_ MAXIMUM ANCHOR <br />EGULAR STORM PANELS i : AE 1;' INSTALLATIONS <br />',BETE A CONCRETE BLOCK STRUGTUREt <br />ID Y/SIALLATIONS AS PER SE171101IFS I TNRU 7. ON RNF FTC A a AI <br />;Noma wMem FOR EO. - 3 ,/2• •• <br />APr.IFA9l[ a <br />II <br />n, C*MS F ! <br />AIIr GO INNAIION <br />d TNAY <br />LIN,;- .NMI <br />LENGTH ',' In <br />BALK-6A <br />FPN9AITL FEwLL a <br />NARIl.An RL, <br />_ <br />RF.R <br />t v <br />A L'aKP[n <br />11.00E <br />m nacre• <br />t>3RI1aa+E <br />M/A <br />°' <br />F✓A <br />r <br />N% <br />1 (top)- <br />B- <br />I <br />NIA <br />•' <br />N/A <br />r <br />N/A <br />2 GOP) <br />- <br />N/A <br />• <br />N/A <br />S• <br />N/A <br />2 EwI <br />,ALA <br />r <br />N./A <br />e' <br />N/A <br />3 ♦ .GOP) <br />r-r an LESS <br />a•• <br />e- <br />r <br />6' <br />I' <br />3 O1w?QM) <br />e• <br />e• <br />r <br />r <br />6• <br />4 A 2 (eons) <br />a 1/.• <br />6 1/.• <br />6 1/4' <br />6 ,l <br />i/4• <br />s GOP/8017pM) <br />Q�'' E NSF '✓9=8 <br />FLORIDA BUILDING CODE (High Velocify NurrIcon. Zone <br />No. 4 167 .Ja2o ,Anco. Na 20 GAGE GALVANIZED STEEL STORM PANEL. <br />•S'-. ST E OF "� <br />oF' `t 10*-. 1��_, <br />] �`'�' <br />'NNFFi,S1 L ( <br />i GLOBAL PROTECTION PRODUCTS, LLC. 01/a/e0t° <br />IL E C O ILNN A`Mw IR. a, $,NET, Mn <br />--T') TIN° R IINOI�,ERINp COYPMIT On7t. R )3)II <br />r.. R.MR In n"u,a..AF (•A.)aev-eN> 20-176 <br />: .Me ,r : w : Fr, , <br />Me <br />T�V°Lllr19. aE ' DP;W1M No <br />f MIa7 - eH[a a or a <br />REGULAR dE (IAI <br />v4 ,D. , In IJNO PNA9s 6u6/eND r, INSTALJ ATIO7N(_ D�EyT�A�`I�LSa�f <br />I/r•-LONG• Ss. mt. a e .AN OC1 FOR <br />MN[L M2LENGTHS W ro 0 a Moe . FO Qc <br />/�FOEAR/� �TP'A1 DNrEcLS <br />JNl-ML.E Xh5T l! V WOOD UCTU'L3U <br />rm Umm UP m a'-e' MP. PR // ,0 <br />PN[LWC F TEMICE PAlNpMME PIUa R <br />_J, <br />IIII'I V OR <br />,2 t 1' 0 C MM I I/2' IMF, 1WFU'Aw <br />. <br />_ <br />R <br />IA PE TION TO tAIAM tlP AL r1r.THa <br />Ir1m rx w. <br />,), 'r ORs.-ucR <br />I~ <br />1 <br />ITT siNc Rom TRACER <br />• <br />7`777- <br />{ <br />COi <br />I <br />om KIM ; <br />I •DID LAWA <br />NP,UPD <br />1 <br />as KA� <br />I 1 C <br />EC- <br />ALTERNATIVE iW <br />ALTERNATIVE 2W <br />SCALF 3/fI <br />9GLt. 3/a.1- <br />SEE sCMEDU/E , <br />OND e I �, <br />I <br />BCE a, , S aA 9TIOA, e <br />NOR Mtn SAyNNTIaA <br />la"S I I R 4 I/e4MATT W)2' y <br />fff <br />UPARA1W4 I <br />"AAI <br />III <br />, (�'A�L�p,A I / , R4 ;1TO <br />EQ; <br />EQ.. <br />1, <br />1 <br />Eai <br />I <br />I <br />i1 ENE <br />f <br />CO <br />TO <br />- - <br />7aD•Iq� <br />I <br />.Doe N,,,n <br />LI <br />\ <br />I <br />rnFNT: <br />I/. -I ID!I1r'o. BRs RUSW_ <br />z)E/ <br />R <br />/.•.2' SS DC <br />FIT,W/ <br />' <br />O-PmraLNo5 <br />4 <br />wro to-O--Ma <br />oR "­0 PANEUMQ Iowa n OR <br />ecaAUR PANELMAIE nIs R n 1p• o c WIN 1 <br />/•'• P Wnx • •' aE •"� <br />,/t• M. 11.W.Pro ..Nn1M <br />(1LTER jTIVE 3W3W <br />.LIT♦E�R�Ne!ATTI�YL/E� 4�WyN <br />ALTERNATIVE4W <br />1„/r M:, D4EADro PENFTRA,ION At <br />+II Doran, OF "IMFNO R000 MAR rap <br />.•' -,A,; •.PURR• a HATE <br />.'OV'REU <br />SOLE !/R-'- <br />- <br />) <br />. ALL IENCNS UP to 6' a' .N. <br />5 <br />ALTERNATIVE <br />n� <br />Q T_-�(QIJLITING IN.AT��yyy5 BUILD -QV <br />1Tr - •yEF+yr� --�� ���/��I <br />I MDU.T .G INSTAUATION <br />CONDITIONS & ANCHOB,.}Q IONS <br />40TE SHVTTEF IRICKS "NOT :`NMI FOR CLARITY <br />ALTER L ¢y(TER <br />S(ALL 3/B••,• <br />sell �/e-• <br />NOTES: <br />TI ( <br />'2y <br />1. W$IALUT)ONS ARE ONLY VALID FOR BUILDINGS WITH AS.D. DESIGN 1AA05 <br />,: p,.' \CENSf <br />UP TO +55. S. -?2.0 PSF AND PANEL'S LENGTH UP TO 8'--a` <br />Ste: \- <br />F LORIDA BUILDING CODE (High V.Ioclty Hurricane <br />Zone) <br />2, FOR NEW WOOD FRAMC CONSTRUCTION. WOOD MEMBERS 10 BE SOUTHERN <br />_ 6 s <br />ototo aTEw. Nc <br />rT• <br />PINE NO. 2. W/ SPECIE C DFNSI IY OF 0.55 OR EQUAL <br />20 DACE GALVANIZED $ISLE STORM PANEL <br />R, <br />AF .. <br />I <br />N� <br />R 110N r T <br />NOTE FOR NA OF <br />S T 0 F <br />' ? FltDP Wt ,_ <br />�� <br />I�E C O <br />GLOBAL PROTECTION PRODUCTS, U.C. <br />TS. LLC. <br />mEn <br />w+L- <br />TOP A BOTTOM MOUNTINGS CAN BE <br />COMBINED IN ANY WAY TO SUIT AM <br />• <br />-'y �,cE. -.el,ie- <br />NN S SI <br />0 ENGINEERING ".I <br />n !Te lNrr FNWNan r,w <br />.. Dep W`..n aoR m-,al <br />DAAL R "J1. <br />P.Ia[ (Fe.)aIw-fw.IM f•B.I.a-e»7 <br />2D-176 <br />INSTALLATION <br />AL <br />"1I1 1. <br />I INN MINI [ 9 JMeunla/brt <br />- <br />G-mLL, <br />A IR11T A.. P.[ <br />- +'- - <br />4 Ihl4 Ps <br />DRANpc N. <br />- <br />eI.tAP <br />A <br />116iT ,1 a a <br />STUDS 0 EVERY <br />OVERLAP <br />(12 1/7' 0C.) <br />TO HOLD PANEL <br />I 1• tNl <br />1/4T SEE $CE INTERIOR PANEL END PANEL <br />' J' top mmI -- rOp ALP.ANCHOR HOR <br />. J- <br />OR CARECT MOUNT SPACING SPACING <br />V-1' MI,. <br />DETAIL 1 : WALL MOUNIINQE INSTALLATION (APFUC BLE__IQ_5GHE-D_ULE 1) <br />SLUE 3/16, . 1• <br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (9,31) AND <br />CWESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT 8:FOR <br />INSTALLATIONS. INTO CONCRETE & CONCRETE BLOCK STRUCTU S <br />SGUEDUU It I ffilnr WAIL--MQMIQ_CCE9WDQtl5_IQP R 90TTQM &.�. E D . } 112' _• <br />.� ALTEIMMTE <br />STUDS 0 <br />OVER <br />(12 1/2. 0. C. <br />TO HOLD <br />}/e• WTI. tcA9E 0' <br />3' Wn (CASE q'' <br />1/4• ffC wt 1i1 <br />OR B spe�E <br />L-_-o...- <br />-INTERIOR PANEL �CNO PANEL <br />_ 3-._' <br />-- <br />Mar. ANCHOR Mrw ANCHOR <br />SPACING SPAM <br />DETAIL 2 _; FLOOR <br />M-QUNT1NG INSTALLATION <br />(APFU(;ABLE._LQ _SQNHMIILE_-Z) <br />SCALE: 3/16- - r <br />MSIMUM A,S,D. <br />DESIGN PRESSURE RATING <br />(p.s.f.) AND_CORRESPONDING <br />MAXIMUM PANEL <br />LENGTH "L" SCHEDULE <br />AP?'LLR8L II9- '- TO. SECT1Dx/5 <br />i+TFY.9N.. StlCE1...13:, <br />NAnMw .A.SA. <br />MI. <br />RAriAoi i <br />TACO. <br />ef W-MIN <br />CAA-M <br />NIELMTF gUNf O <br />PN....MT NUS <br />N-A &L t o <br />I o-, A A <br />Y'nN <br />MAMMON PAID <br />uNaFP i' (.1 <br />10 <br />� <br />COACT[ <br />-----T'-- <br />DYORET <br />10 <br />jC1N`Raca <br />-'- <br />COr/CREn <br />tOTo <br />ROCxIT <br />C'aIIMEIF <br />Boat <br />-- <br />CONCRLTF <br />� :0 <br />I[,n <br />6' <br />N/A <br />N/A <br />N/A <br />6' <br />N/A <br />S' <br />N/A <br />a' <br />N/A <br />I A 2 (TOP) <br />.55.0. -72.0 <br />9' <br />7- <br />9• <br />9' - <br />9' <br />9' <br />9' <br />9' <br />9' <br />1 9' <br />1 (BOTTOM) <br />S'-0' OR LESS <br />6' <br />N/A <br />N/A <br />N/A <br />6' <br />N/A <br />6' <br />N/A <br />r <br />N/A <br />I A 2 (10P) <br />+55.0 -72.0 <br />5• <br />D" <br />6" <br />- <br />9' <br />7 •/2' <br />9' <br />9' <br />9" <br />9' <br />1 (BOTTOM) <br />S'-C' 10 7'-6'B' <br />.550 -72.0 <br />_ <br />N/A <br />.--- <br />6' <br />- <br />N/A <br />t0 IF 8, <br />9 <br />4'- <br />g- <br />8' <br />9` <br />f 6' <br />Si:•NED:!LI AT aQl]QMJEt i.D• . 3 T/t• <br />NAAN,JN ASD. <br />DES,G+1 <br />P�WA <br />RATING ..t' <br />IYA (SLUR R SA' M !NY im OF AKLL1 <br />GCE . WUO 6 3- Ire FIGS to a AWE) <br />APPLICABLE 10 <br />SECTIONS A <br />Y CDC <br />10 <br />OF THEM <br />MAXIMUM PANCL <br />LENGTH "L' (tl.) <br />IAP^f3N -- <br />-.._ro ._. <br />CONCR <br />- <br />C SD.IS'_-_ <br />mmN <br />.49.2 -615 <br />3• }• <br />A t 2' 4 1/2' <br />2 (BOTTOM) <br />7•-6' OR LESS <br />.52.8 -66.0 <br />3• 1. <br />4' 4" <br />2 (BOTTOM) <br />/'-6' OR ILSS <br />•SSG -720 <br />2 1/2' 2 t/2' <br />{' �- J 1/2' <br />2 (BOTTOM) <br />7•-G' OR LESS <br />.55.0 -72.0, <br />2 1/2' 2 1/2- <br />NIA N/A <br />2 (LIOrTDY) <br />7'-6' TO 6'-•0' <br />+550 -72D <br />N/A N/A <br />3' 3' <br />2 (BOTTOM) <br />7-a" TO 6'-B' <br />w,rA +ea omr I M.. rANR FFNGN <br />lolwnPA <br />Imt1tt(°il)ora) io ww] <br />NNp <br />t°Naro, <br />SSE 94XT 15 FOR ANCIORS TIPS a SPACING TOR WVALUFi INTO WOO FRAAE B,"i <br />V4\IYIN AMOOP SPAG.FGE .HD MNNW fro, U`F` CE ARE N `tn aF " sc.CWLE. To. <br />E.0 LESS THAN PorAITD ON SOFEDLL REDUCC ANCHOR SPACING m WTWLVMo SPAallo <br />9EA.N ON SCHEDULE By THE r%IOWM rK TDL• FOR TALI: OPERATION TO A: POSVkc <br />REDUCED SPACING OBTAINED 'AM' FA:IOR SH 1,OY OF LESS FIUN MITR1/UM Sr4C-AIL <br />Ni IMF EACP AACIOA TYPE AT ANCIORS LEGEND. <br />Tp•• <br />1/4•e <br />,/.1. <br />1/.•. <br />1/4I <br />"ism Iran <br />_ <br />"'.0. <br />a ,AP-ceP <br />A.mLYAR <br />r.OMAn <br />DNA-N <br />! <br />l <br />! <br />) <br />! <br />3 <br />n <br />2 1/1 <br />] <br />Ian An,pR imeao (a) <br />•rw rule Iw) <br />] <br />Amm LA OWK Onom <br />FACMR <br />r <br />,m <br />loo <br />lac <br />u <br />A1r <br />� +� <br />9 �'=: <br />No.44167 <br />•'. <br />'O <br />90 <br />'•�- <br />•. FLORID*.•���'v� <br />c.7oao n,ErA. rK <br />-- <br />h <br />•rl <br />'• <br />IL E C O rllE <br />W •n-'� <br />71MOT t NO 6 C.W0f M. CO <br />feel <br />G-GOLLY 1 <br />MINT@ A TWJT Jr., PE <br />f 17 <br />VL SEAT/• WM)Urm./OArt <br />RICA BUILDING CODE (High Velocify Nurricon. Zona <br />20 GAGE GALVANIZED STEEL STORY PANEL <br />„TIP, a. <br />.ORAL PROTECTION PRODUCTS, LLC• <br />Pi/aryRao <br />an <br />20-176 <br />DYE M1 =14 <br />w.prc: (e3.)ee.-n.5 BAY cee+)eee-eIe) <br />ONews IN <br />INSUAAL AT ONN-D.ETA_ILS__F4R_-REST-VJ3R?ANNEL-S_� <br />.& <br />INTO EXISTING WOOD <br />STRUCTURES <br />I' <br />514-10 PANLLJM7[ PLUS <br />I' <br />tl� <br />14-,0 PMNELEMTE PLUS <br />1 I/6- <br />LNpEADCD <br />��'•.,, <br />1.-,o PANEIwrz PI VS <br />(• L O.C. I )/e' <br />a 1/t O.0 W/ 1 1/9' <br />THREADER PCkrTRATION TO <br />I <br />"" I'', <br />a i��a' O . W/ <br />PENETRATION TO WOOD <br />"• `. <br />Ida' W/ <br />'DeFEADED PENETRATION n1 <br />- ' - <br />EXISTING WLOD H[AOCR <br />EXISTING WOOD HEADER REaI«GU •� <br />'�� <br />ew9nNO W000 HEADER <br />y 1 <br />, <br />_ <br />'.S±E;?lIO. <br />IR^'- <br />r/6•Nun• <br />le '.., r/rw,,y.�InpG.•,NJW/y�• <br />•SNMRR <br />Pot Nrr R <br />MAr S11.a <br />i , <br />I <br />.. Oar atuD R <br />HUDEN <br />WOOD PWEARLOURIED <br />Ot <br />2•ROOD <br />" <br />_ <br />RLOUIRCDLJ <br />L <br />Al" <br />I7 <br />I <br />9a MWEDNL ON <br />SNCF, it <br />FOR IBM. SE <br />i <br />I <br />SfT ICHFIX LE TN, <br />r011 Y.. SCINMrIDN <br />6iI SmNvX E oN <br />i FDN MPARAIKW <br />10 ;LADS <br />I TO 4AS& <br />-�.__. <br />-- <br />LA,. PANEL LINCT <br />I a, <br />IL ' <br />1/.b-)mIl' S] <br />L PMCI IrW.IT <br />T (SET W1t{ <br />•) <br />,/4 �-TORT' 9f <br />I <br />(3TT NOTE 1) <br />( I/.1.)OA,• Sd <br />LE 11) <br />Y"( T <br />(SEC NOTE <br />3/]t• MID AFAR <br />" e W" TAT, <br />•-}-' <br />- <br />r.Fc rAn <br />R CUE 1AO,w <br />1 <br />I ' <br />•LION dvaA <br />I I <br />I <br />It <br />; • t ,AEN.w <br />., <br />I <br />I <br />I <br />5pl <br />� <br />SOW <br />!Of[ <br />� l' <br />OF •L' <br />OF 'L- <br />MAX <br />(6FV <br />MAX <br />WALK <br />- <br />IaII R <br />IWn SRO • <br />`. ��!� <br />_ <br />1 RAIL Nln ROC <br />1 R r] 1/t' tl.0 <br />'••.-.Y..•'. <br />'-' <br />1/r• , ]/)r <br />,��Ij''WOi r I <br />ND <br />EC <br />1 - <br />I_ <br />- I <br />\ <br />- <br />1. <br />•. _-1__.-_.__. <br />!!! <br />�1 -.___ _.. <br />� L <br />-I- <br />:A•F LAG SCREWS <br />6 e' OC. W/I 112' <br />' ' PUTE <br />,4-10 PANE:Wrz ML5 <br />x A4• WOOD P.AIE <br />2'Y4• WOOD PLACE <br />�„y. REOURM <br />WN. iHRF,1DCU <br />AT <br />RCWIRCD <br />a 1/rot r/ , 7/B' <br />REQUIRED <br />OWbN OF PLATE <br />THREADED . <br />1/4•. TAG icmm a <br />i <br />OF PLATTION <br />Yo WIDTH a MATE <br />'., <br />L- OC. S,AGCEttiD ri/ <br />I <br />STIR W// /r WN <br />' <br />T)+R(ADEp PTNEIRAl10N <br />j <br />DIRECT <br />MOUNTING INSTALLATION <br />AT MONIDTH (A PLATE <br />ALTERNATIVE SW <br />DST MQvNT_ L J, NTI�NG <br />INSTALLATION DIRECT MOUNT <br />NTING <br />INSTALLATION <br />SCALE 3/B-1- <br />sG4T <br />SCALE 315•" <br />NGIEB: <br />1. INSTALLATIONS FOR ALTERNATIVES OW. Be A IOW ONLY VALID FOR <br />P 1 -4 1 AN <br />BUILDINGS WITH A.5.0 DESIGN LOADS V 0 +43.a. a.0 R R.. D <br />A,y,l„HIIIHNINNI, <br />P A. TIC(/ N� <br />0 2 <br />P TN UP T 1 '-4' PANEL'S <br />.r`� T <br />2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS TO BE SOUTHERN <br />WO <br />•�,. N <br />-• Q' •' \CENSf '•�4Y''EY� <br />= \- <br />PM( ND. 2• W/ SPECIFIC DENSITY OF 0 SS OR (GUM. <br />iG <br />E' <br />NOTE TOR cD.ARINA_T ON OF SFCTaNS. <br />TOP A BOTTOM MOUNTINGS CAN BE <br />i No, 416 <br />- <br />* '' iE Or <br />COMBINED MANY WAY TO SUIT ANY <br />INSTALLATION <br />S T <br />.y <br />y,/!"I!�� <br />111AI�H`Lµ4.u,IWWATUI1fJMW <br />I LTTE C-O �N. <br />20 GAGE GALVANIZED STEEL STORM PANEL <br />f ° <br />oA.N or <br />GLOBAL PROTECTION PRODUCTS LLC. <br />I 4elO SW B, a'DEFI <br />IM.W. r.. 1. <br />.TONG (rs.NMe-7w. rA /eS.HM-e>•T <br />/ M <br />art <br />T1w>: Trsr a ENNrN FNwc I:OI. I <br />m ol,Rra AQN,N <br />w (lW1P�-,d Ir Lin N. , <br />WNILR A. I N Y P.0 <br />119m* Ls. C N7+7 <br />20-176 <br />a•'•'•`a 10 <br />_ <br />Way <br />- <br />JKTALLATLON --DETAILS_ QR O�PTION -t-j- FOR <br />STORM PANEL SYSTEM <br />,/A'• LAD Ecefed.4' O.C. r/ <br />I - THREAMO FETAERM„oN <br />TO OaSTEIG Waop -CAMP <br />(L'IIF�E� �r�S�A� �FpE�T�Y <br />L)-3I]NC- XT. ISTING-L.3LYJL-IJ.L•li•J-•LQ�•2 <br />I - <br />­2, <br />EQI <br />i <br />MAY <br />t <br />1 <br />ICal .. <br />zi <br />- <br />II//9e <br />snB 012 ,/"9"PC <br />� <br />• <br />•mD <br />ALIFHt�ATLYF _1 <br />WuaD aAIxP <br />REaux[a <br />ALTERNATIVE 2 Virtual Review <br />•� MAaNL <br />W/ 9 /V* O s <br />ICE . 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'NRLAED'EMETIMTON OR <br />'4 <br />LONE UASS ■ISHUNT r/ <br />/4'• 20 2 SS YS • e' aC P <br />i/.•.-w P"'i rEMNr m DR <br />ALTERNATIVE WOOD FRAME CONDITIONS aE ANCHOR LOCATIONS <br />PANDEI.Tr PUTS R e• OC W/ 1 1/2' wn <br />so.L ]/R• - t• <br />N.D..P NNEIZION TG TNG WaOU <br />pl.n <br />ND,C i-U11. n0i NET 9IORN IOR QARTTY <br />W9LL <br />„a,nmlNlp,1 <br />ALTERNpTIVENSVALLATlONQ��4pEN8C/I�9N4s. <br />%GALL 3/a• - <br />Q� <br />Q) <br />O <br />-E•-� <br />U <br />73 <br />� <br />0 <br />� <br />N <br />0- <br />m <br />t <br />Q- <br />U <br />tt <br />O <br />U) <br />O <br />0 <br />Q <br />O <br />C <br />C <br />•O <br />LL <br />W <br />L <br />Q <br />_� <br />O <br />� <br />W <br />O <br />L <br />Q <br />Q <br />.�-) <br />CTO <br />O <br />U <br />r� <br />'Q) <br />vJ <br />00 <br />LLuu <br />G <br />z <br />z <br />Q <br />^J <br />LL <br />SHEET NO. <br />SH 1.1 <br />