Laserfiche WebLink
------..__. ----- -- ANCHORS (SEE SECTIONS ON SNEE'S 17. la, 19 A 20)--------•---- _. -_-- <br />!r MAx L\/E7. 44/17. AA/IL ]B/17. 42117. WAS. r MAx <br />+• IBM. I"►w/EL 7Ar/1e f SM/20 �w/t9. 7w/ts a 1• wl <br />- - - _ - - - -- <br />O O O O-- 0 O �1 b <br />es,16[Al1A. ' E�AId I j 1' 1 l <br />f,. TILE N MAX. <br />PANEL LENGTH <br />Y w RIR iMlgr f I I I (SEE SCHEDULE) <br />-I. T T - <br />or <br />: PIPn 6Dnor Greex9 I <br />3A/17. Y/f 7. 5A/ wlG NU, a LIFE A�FRAwp IWa. �17. 4yE7. M/,L r <br />1' 1tM4. MW/19, 7Aw/19 A Yw/2p ypyypp� tre'NEE. 7w/Ie t t�� ,' �. <br />.--._.... ANCHORS (SEE SECTIONS ON SHEETS 17, 18. 19 A 20) <br />OPTION #2 FOR LIFE SAFETY STORM PANELC� ELEVATION <br />SCALE 3/16•-1• I/P WLw <br />MAXIMUM A.S.D. <br />Max. PANEL LENGTH <br />MINIMUM SEPARATION <br />PL. <br />DESIGN PRESSURE <br />RATING (p. s.f.) <br />I-(Tl.) <br />(SEE SECTIONS) <br />TO GLASS <br />COON RION <br />+55,0, -72.0 <br />a' -a" <br />2 3/4• <br />UNBOLTED <br />CODE (Hlah Yelccity Hurricane <br />INSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STORM PANEL SYSTEM <br />INTO EXISTING WOOD STRUCTURES <br />^•.mow.'' IOjOp1 _ I ..NL`l7C nEIDCR r000 I.IOER "��.N✓"A j� WOOD READER <br />[•Jurtr -'11RpDIR01 •.,\ ' REQUIRED <br />-_ t/11 T1Mp0R O B' O.C. t {•e TAPCON O B• p.C. 7 41'1 e 1/4•. IAPCON O R' Or <br />_.�/POETMr1C11~Ar <br />R , k/, , z• IRA mREADEO <br />itOX AT wtO00 <br />.1 ND10c1I A ., jl 11OAOEl1 Al NfGOG 'U % , HEADER <br />X"' I <br />`. ! 7 YTS. _. J/yL11 "_ 1'___ / '-: ..,_._ M•x _..• J •1 '--_ __ - <br />l r Y } 1 11 <br />tl <br />I , <br />-117 ��2233 //'•77�� <br />ll' lJ/ <br />j <br />[xeTww MATO, R F ro O" i <br />.. <br />I i -L Mm. CIAO (� 904OU 1. 11er CLAN <br />PANEL UNGl11 sew to 1' YP• PANEL LENGTH ON sNJTi <br />(SEE NON I BEIM) (SEE NOR EAL,-1 I 1• Yn <br />PANEL <br />Ew97eq IR 10eAr19R I ILNBE' re Y am- i PANEL LENGTH <br />.... _ _. <br />M 4um II I -. (Tiff UOT 1 •ELOw) [xlsrlNa A LLMS - - - _ _ (SFt MOTE I WE OW) <br />DLwR a e�tq I I I/I•e-20.1,' -- N.Y/3S W LQi ,qE j 1/4•°-2FAt' - <br />it 3/ 1 n .3/3r <br />°NUT <br />"NO ........ r .. ' ._.. .. "a Nut <br />o.c. w/t i - - <br />I I'IAOenIN OF PLAT[ <br />i <br />I <br />G <br />Ea <br />1 CUNT. - I -- 4� [ONE I �0 1/{'e-i0.3/4•SS_ MA. w/ , \. 1/1•P-3QV(4S.& NA. w/ <br />- / ! <br />Ifjl <br />1' 7/e•a3/37' WING FANT <br />�',Lyl[p O t2 //2r ( C [ 1 WASHF 3/37' INGND) NUT <br />'WASH• K 3/32" WING NUT �l I; ALIT r o ( IWINDfON <br />' WASHER 0112 ,/2' O.0 j Mllf W6K,1 (aEI'Oq) wASNEP (SCYONDO <br />1 I i t a i OMEGA e r Oc. 1 <br />• �Y <br />t 4•• TARGON a B• OG 1 ' 14•M TAPCpv . e• o.0 - <br />!. ll IH 1 f t /t I/2 MN TMw[IOED <br />l <br />t� <br />,s'AoOdm W/ jM1aLPCD w/ STW) I 1 I Rr)( At YIDWIDM ) <br />W 1 2• WN. • 1 1Z]H WM "MoDwa O <br />�' <br />ATIIOM _I <br />TIDM AT IIDwO1N ...1i1JlJ 71DN Al wOWOn1 , O PLATE .`#� <br />��4• <br />VOO PLATE NOGG PIAR <br />Or PLATE OF PLAT[ _�_._'. SSEE <br />Qr pu1REn <br />""CEO M°EDOOD PLATE 2 're PLATE WALL MOUNTING INSTALLATION WALL tR10UNTING INSTALLATION <br />WALL MOUNTING INSTALLATION ALTERNATIVE 7AW O REGULAR PANEL ALTERNATIVE 7BW <br />ALTERNATIVE 6AALTERNATIVE 68W SCALE 3/8•-1' O UFE SAFETY PANEL <br />O REGULAR PANEL O LIFE SAFETY PANEL SCALE <br />if <br />,WAllll <br />SCµF 3/r••` SCALE 31e•-1• 'Q;L, TIL y- <br />4T`\GENSF' . 9 <br />•� �- FLORIDA BUILDING CODE High YsIT7cR Hurricone Zone <br />I YfSTAL1ATONS ARE CAL. VALID FDR OILDNGS WH AS D. DESIGN LEADS <br />IMP TO •553, -710 PSF 40 PANEL'S LENGTH UP TO IF -a' 4 1 - ao]c FKAi Nc IP <br />N0. 1. TY T 20 GAGE GALVANIZED STEEL STORM PANEL <br />[ORION, IF <br />NEW . W/ FRANC [ONSTSITY OF : WOO MEMBERS TO [[ SOUINCRN : <br />a PIKE <br />PIN[ Hp I. w/ SPECIFIC DENSITY a o.ss OR EGW - ,R .' <br />ST A E OF- -' - - ar/a/a96 <br />GLOBAL' PROTECTION PRODUCTS, U.C. an. <br />•Q ` <br />. \ <br />I L E C O , q D 6 <br />T ae00 iw 11 $Mn <br />•y �j"�,' 1ui . w C 4A1Na COY AMr MIRE. h- <br />ro71111 <br />10-1 <br />F r ,rpAw M.r PNDt fBeN)I4W-4A rAx (6M)M•-1797 7 <br />"tml <br />42SS)0 A\.E •.:. n1_„W I- 1eln n1-ARM IWMMNp NP <br />II7111111 {III"' PE SEN/eDR n-/Mn U-0"U.3 1 1RN10•' �,,, <br />wILO A TIN Y. Y NN W <br />L ­17 w sNr[T H V H <br />COMPONENTS FOR SERIES 2000 it 1000 E-Z HANG STORM PANELS <br />(SCALE 1/2-1- <br />_ __.-..ta1a• (TOTAL want --- -- .250-7 - 2.591-�- •. <br />Q' <br />r- .--.._.-- -6 I/4•_. -----.-1t_aoo• (n7:EM Ibr2.250' <br />1 <br />_�2 <br />F- -, r <br />r <br />,• ' 7�0. 2soo <br />/ ; Ir (� =BST O.11.M' Yw TReDK 1EYME0. X' '% 3 s00' meµ' <br />2.000' / lYP' �AST4 AD 655T3C[L awe T Ja 7z9 y�,�. <br />.I <br />HEMMED <br />EDOE \ GARDE 30 <br />NLY 11"T <br />c-so GALv <br />/ <br />._-.6250' .700- <br />Q STORM PANEL <br />O2 REVERSED "h" TRACK O3 REVERSED, RUIN TRACK <br />f, <br />PANELT3 aND UP 2' <br />W/ HONIED CODE. ` / _( - . rlw• - <br />„ AO.a' .BI3• <br />\y�" <br />roiw• -I , <br />r <br />Ps <br />ISOMETRIC VIEW DETAIL A 2.coo. �' f 2,000. <br />ROUNDED CORNER O ENDS Or PANEL'S <br />END UP W/ HEMMED EDGE 7B0• , <br />IN T.S) I - T._ I 1 L -1 '25- <br />- - <br />230' P <br />-2.1111 <br />4O ~,i TRACK 0 PANEL HANGER OB 2"x5W(Max.) ALUM, ANGLE <br />1 1/1' WIDE <br />6061-Te Mum. ALLOY <br />I.._ MIIrNH1,Nl <br />i DER n,.r�4if <br />73D 065 (Tm) y�P\ •\\CEN ✓9 <br />t <br />.: <br />I' ] No. 44167 $ <br />#,• T FLORIDA BUILDING CODE (High VelocityHurricane Zone). <br />I 3• I - '7so• -ATE OF 'Q = 12- n Lu. Nc 20 GAGE GALVANIZED STEEL STORM PANEL r <br />O7 ,37x3" ax.) ALUM. ANGLE O STOP BAR %, sS/ NgIE _ / - l ;/ IL, EC O EP1cGLO�L PROTECTION PRODUCTS, LLC. °f�Da�•'0 <br />Nm s W 5' srREET <br />•I / E�f�/`�'^ <br />11• LONE O"HooI h IN T--NppMEMIq co, Y BANE n. II51. <br />/ x IM All N Pr1apE ('N)Ir6-T1a1, VAX IAI+Jte4-anr 20-176 <br />6063-TS Alum. ALLOY L n,.. iaaT'W,-uW r.A � I]m -AUA _ <br />P3 YH/iCNAnAIC/a1TE G-DW6719 <br />1 LTuffF,Ul A. ILK. 41' FIT_ 111QT 22 Or a <br />Y 1) - <br />iNSTALLATION DETAILS FOR OPTION #2 FOR LIFE SAFETY STQRM PANEL SYSTEM <br />INTO EXISTING POURED CONCRETE OR CONCRETE-BLOCKSTRUCTURES <br />.__ I}.• UPM ALIBI M - --1/.• ,AKON ANCHORS I..• TAPEDR ANcHom ,[.• TAPGa, rAIC.IORi <br />ft BY oc. a e' o.c 0 B, O C.---T�B• DO <br />POURED CON I POURED CONCRETE POURED CONCAC,[,[Tt <br />OR CONCAEtf 1) OR <br />BLOCK CONCRETE OR CONCk REQUIREDf._t-^ BLOCK REQUIRED 1-+, BLOCK REQURETEIRED ' q�FEA11BEo T rrr--{{{1 <br />1 1/4 <br />1/4 <br />r <br />t as <br />TEAL <br />• I Y• eaWeos A -� !s w fwlrR/, N 1 -0 I OU 10 1 <br />i ~ G <br />bi <br />r <br />LwSf� I � Ex1111i(OJ I EwSnryG <br />DUOS , G1I55 , � OlAai I � GU6S <br />� k W I rzT <br />• t I I I 1 -, <br />l./ /TILE ILIIA <br />-'Lh <br />J <br />, 4 e-2m3(4•s s u.s w1 1/3• - 1/4•e-2o.3(4'ss. Ns. w/ <br />. I _ _-.Y/RY.J/32 MNc NUT wAsrR.R j" 7/e'RAJ/Sa WING RUT WASHER <br />• 12 1/2" O.0 (BEYOND) <br />- l 1��6•• 3/32• WING NUI _\VY \7/f7 . A/37• Mpq <br />WASHER • 17 112. OTC, iCan. i-11n We;COM �10sID) <br />t:'4' TAPCON ANCHORS W4• TAKM ANC"ORB 1/.• IAPCON ANCHORS I 4' TAI co% <br />O 4 112. OC - --S 4 1/2' O.0 ._. .-.li 4 1/E' O.c.---�A1.c1gRs <br />(STAGGERED W/ STUD) (STAGGERED W/ SRN) O 4 1/2' OC <br />POURED CDRCRE7E -OURf0 WRO TE POURED CDNCRETE PAINED CONCRETE <br />04 CONCRETE IkOCK OR CONCRETE BLOCK OR COHA:;Rf7E BLOCK OR CONCRETE BLOCK <br />REO MO RECUIREO REQUIRED REOUIRCD <br />WALL MOUNTING INSTALLATION WALL IINSTALLATION WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION <br />SECTION 3A CTION 38 SECTION 4A SECTION 4B <br />O REGULAR PANEL O UFE SAFETY PANEL 9- REGULAR PAN O LIFE SAFETY PANEL <br />SERE 3/e•-1- SCALE 3/8it-". SCALE 3/a• SCALE <br />3/AH.' <br />E[ fFto • 20 OR ACM(w <br />AOM TWI[ <br />T(•'. <br />UII,H <br />RANG FOR 167A,U116 INTO WOOD <br />lea tAYWR elYJr 0J <br />- <br />6 <br />FRANK <br />ANCHOR <br />KNIIIVM 7AWL E MORCs AND A•THIS <br />mcc TEA oN Ma <br />o.rr. W <br />.a ��-- <br />3 <br />ffi[DtAE FOR CA LESS 11aaN AG.'ARD ON <br />ULE Mo ED LESS <br />SCKDLILE mom MAYOR 1PAC` G T <br />Kun"m SPACING SHORN ON SCHEDULE <br />p,Ir.r •Ar PnJ <br />] <br />Nam m <br />wa <br />In, THE FOLLO." FACTOR6 to* TMa <br />OP[MTKN TO POSSIBLE REFIXED <br />N �, <br />_._-- _--- <br />... <br />SPACIG 0•PRED USOC FACTOR SHALL mi <br />RE 'M THIN MONAeAI PACING ..PLATED <br />" .___. ] /y <br />- <br />'DR EACH ANCHOR TYP1 M THS SCNEPlli <br />r <br />HAs <br />FLORIDA BUILDING CODE (High Velocity HurrIcons Zone <br />otDto nnro. �,¢ 20 GAGE GALVANIZED STEEL STORM PANEL f° <br />°PIM'RTOY . <br />I�E C O 1qc. GLOBAL PROTECTION PRODUCTS. LLC. wrt <br />4soD Is sI STApi <br />Tornio A N0� IMn COMMA Owr n .11 <br />,1,. wr4.lrHA n. u.r H..- (1D4N THIS, 1. (wHNm1-In% 20-176 <br />Nw nAl CA-1 <br />U-aWe114 w:. 'vrow. ORLe•G Ne <br />IAMM A Thin IYR[I A> a a <br />INSTALLATION <br />DETAILS FOR OPTION #2 FOR <br />LIFE SAFETY STORM PANEL SYSTEM <br />INTO EXISTING <br />WOOD <br />STRUCTURES <br />1/4•e TAPCON a a' O.C. <br />1/4•. TAPCON a 6' O.C. <br />/ , ! <br />W/, t1/3• MIN. THREADED <br />PCNE'I7LATION AT WOOD <br />-W/I I12' MIN. THRCAOED <br />PENETRATION AT WOOD <br />\, / <br />( 1 <br />HEADER <br />HIEAOER <br />r \ <br />T MO., <br />■DOG _ r <br />IMDUB,ED �'' / 1 <br />I <br />WOOD HEADER <br />REQUIRED I <br />��•, <br />.14a <br />COND <br />� <br />lel. YJYIILIDN 1 <br />1D AA8 I I <br />E IM sm u) <br />Mn M/WWRRRMORRIS <br />1' NaK <br />CLASS I 1. 1L... <br />' <br />(ffi SpmUIL-" <br />PANEL LENGTH <br />j <br />- _ PANEL LENGTH <br />ORWm ,h <br />(SEE NOTE I <br />BELOW) <br />1/4••-10n,• I I I (SEE NOTE I BELOW) <br />CLASS <br />S S M.S. /3 <br />NUI -� <br />WING � 1 <br />I <br />- <br />1 j <br />2'.4• WOOD7 <br />} <br />/6He A 3/32' WING MUt <br />-' 7/0'. A 3132' WIND NUT <br />NVOO PUTS <br />REQUIRED , I. <br />WASHER • B t/4' O.C. <br />F011wED * ' WASHER . (BEYOND) <br />RIFOU <br />F14-10 PANEIMATE PL(ISJ '. <br />t/S <br />114-10 PNKIWTE PLUS I 1 <br />i/e' <br />• 6 I/i OC. W/1' <br />YIN. THREADED PENETIUTION <br />• 4 1/4' CO. W/I <br />MW. THREADED PFNETMTW �. <br />AT MI[IW101H Or PUIt _ + <br />AT MCOW107H OF PLATE <br />WAL MOUNTING INSTALLATION L <br />ALTERNATIVE gAW <br />plAeeuullu,p <br />TfL(/Tr"'., <br />O REGULAR PANEL <br />�,aFPA <br />•-'✓9 i' <br />O UFE SAFETY PANEL <br />SCALE 3/0•-1• <br />? ,rEN <br />F <br />SCE 3/B'=,- <br />J <br />FLORIDA BUILDING CODE (High Velocity HUrrlean° <br />Zone <br />EIS <br />•• <br />No 44167 °'°'° ^ R°' "� 20 GAGE GALVANIZED STEEL STORY PANEL <br />p1''II• N <br />1 INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A S.D DESIGN LOADS <br />UP M -72.0 PSF AND PANELS 7O A'-R• <br />= # /--- # <br />'w '. T <br />C:-� <br />-s =-� <br />.55.5, LENGTH UP <br />GLOBAL PROTECTION PRODUCTS, I.I.C. <br />dT---- <br />2- FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS 10 SE SOUTHERN <br />IL E C� <br />FINE No 2, w/ sPEnrlc DDrsm OF oss OR EOl1Al <br />• A N NC CaNPAM 01ME rl <br />.• W.. WWWw tnr wNOnG rNa <br />20- 1 76 <br />///'FI�I <br />W. A.n e4)B - ( <br />(Fr-7N1, 1u)IWe-.707 <br />-_ <br />mN1N••1". Mel/WGNNVM/OWT[ <br />U-0006n0 ••�� •'W <br />M_ <br />WFIJ1R A ryy F 0. -t 7 <br />___.-_ <br />1WIF7 N DF ]4 <br />3'/24 Boo (SEE •VYF 2 Nuo.) <br />4 r/ at w/R (SR Ron I BUpO 2'/24 ,' 24 4 AT 3 <br />F S ri. ,'/24 4•/24 ]• Me.. / (1!I NOTc J eElanT <br />EACH, <br />ry raR cak E AN=m 1u r/7WRR AMp10N1 ° 77e°'j"L 3' Me. <br />• a scAn '�- '-(yQ sodma <br />tt"1R '' <br />oN Rrtn 26 1• MN <br />I • �, wTX`Ys]MlrSNEn°O0026 `. j <br />14.T' SNS� <br />Y T''L. _ d-i'l a % 'L• TOTE NwFu ' .. ,.-. �IIIQ) i l 6p Ir. 4' <br />We wWL7 r ONRwOR PARn) fWWBRDR •66) ONIfa10R Nefa) ��• 1 (p1p <br />NOTE i L 4 ww Sa NOR L 3, a BLIOB 1'[E ]. A 4 I Sk'E <br />1 <br />47 <br />I H <br />f -1 <br />TEp r Ull <br />$am'ygM�'3�'1/y�.�P• <br />apxl• <br />[ n-j <br />RULLELELIQ <br />_.. ---Z-------- r._-'--r '- PNtEUNTIF (In) <br />11111 NOTE 4 0340 For' RaR 3, _I.---t7•-�• - TtTMMrc L TKNII FORT Do"- AIIDIDRE: SEE F(µ <br />YPr r TIN. MAY IED_ <br />�I 1,T <br />StlEO{IL[ fN TITER 71, Ip11 HOOD YA'I•M. AT OR 1/Y 1 1/f' DID PANRS� <br />sD SCnkW$ T' � <br />aR DIE[• :e ,Ht01NNF PAHEIS. 11'---- <br />r,j�'N <br />.)ORO./ GI w/o®' OO " LAST PAWL (o1) TO aE NSTNJ.ED AT EACH <br />• <br />UST PAVES TO K INSTALLED AT EACH opt"" SMALL µtM1g SE PROVD[0 w/ <br />WAYS Be ALM MANOIE 7L ALL MSROM RF <br />TYPICAL .ELEVATION FOR SERIES 000 Ro"' TOA TYPICAL. ELEVATiO K INTENDED <br />iqN/ -'�Q E INSTALLED rwDY <br />I m7E TO K M7ALLE0 fwoM NSLDE lx STRUCTURE <br />E-Z HANG STORM PANEL l'i) SYSTEM RU TU E <br />IN1NOE or zIRllcruRE E-Z HANG STORM PANEL SYSTEM <br />_. <br />1rA1E 3/3x• - r WAS 113E + , • <br />1/4• K.. CAP /4' IYA. w -Ar'/" Ne. w 1/4• Rea GAP -I.-- <br />(N,[.NAn UI SECTION A -A SECTION B-B .1END PANO3) <br />1clE[ 3/32' ,• !VyTI(? 904E 3/37• - I' <br />(1) ➢ETINUaNOF__FS 10BD'. E - 2 HANG STORM PANEL SYSTEM CONSISTING OF PANEL I <br />LEiTEi� l- TRACKS AT TOP A PANELMA)E PLUS OR 15' LONG <br />(I). DEFINITION OF 5LBlES1 =0 f 2 TANG S70RA1 PANEL SYSTEM CONSISTING Of PANEL (,2J41 BOTTOM W/ PANELMATES. <br />Cm'. TRA"S TOP A BOTTOM. (2) ENO PANELS SMALL ALWAYSBE CONNECTED TO NO LLL WALL 10 MEANS OF <br />(2) ,([ND PANCLS SEALED ALWAYS E1E COr+NECTFD TO BOT70M 14ACR OTNERMSE A STOP DAR PANELMATES OR, If U5ED JOjNRY W/ 1S• IONO TRACK AT aGnOM, END PANELS <br />(6� SMALL et Pl+ovrofb AT rOP Or SIJCN PANELS SMALL BE CONNEDTEO To W/ 1/4•.-2D.3/4 s. w T/�.3/]2• <br />WING NUT OR 1/4'e-20A3 ... THUMBSCREW INTO TAP 2 (EXCEPT AS <br />8/E(x2') <br />(3), IF END PANELS ARE CONNECTED 70 BOTTOM TRACK, CONNECbN SMALL CONSISI OF DE cmecD ON NOTE (3) LOW). <br />1/4 e-20A3/4• M.S. W/ 7/e•eK3/32' YANG NUT OR 1/4'h3/4' MIT, 11UYBSCRCW (� AT <br />INTO TMPED B0t70M TRACK LOCATION OF FAST[NEIFS MAY BC AT EITHER OF TY10 (3). FOR CASES WHEN END PANELS ARE USE JOINTLY W/ •5" LCNG <br />X <br />FD'TERIOR FLAT FLANGES OF END PANEL (FOR BUT ENO PANELS ARE MOT CONNECTED TO BOTTOM igACR A STOP BAR <br />(F SHµl OC FRONDED AT LOP OF SUCH PANELS <br />(4) W CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK (le. A STOP BAR <br />IS ONLY USED AT TOP AT LEAST TWO PANELS SMALL BE CONNECTED TD BOTTOM IRA(', (•) FOR tNSTµJA7bNS WHEN END PANELS AND SOME INTERIOR PANELS ARE DIRECTLY <br />NbUNTTO i0 EXISTING SIU WALL B�MUMS OF PMEUATES, ONE W7ERIOR PANEL <br />LOSING SPECS INDICATED ON MOTE (3) ABOVE IN SUCH CASE. CONNECTION' O' RANELS MAY BE USED JOMTLr W/ TRACK p) AT BOTTOM ATTACHING BOTTOM TRACK TO WALL <br />TO BORON TRACK MAY OCCUR AT µII' PANEL lAGAT10N <br />W/ TWO PANELMMTES FOLLOWING SPACING SHOWN ON ELEVATION AND W rryr���3 1/1• <br />(5) SFf SECTION 1'. 3' A 4' ON SHEET 24- SEE ANCHOR SCHEDULE ON SHEET 2D Mm. CDCE DISTANCE. FOR THIS I;A$ INTERIOR.. PANEL USFO JO TOY If v GOES <br />IA III HNM, NOT NEED iU BE cONNECTCD NT FIN ANY MEANS CRACK SFWJ_ INSTALLED <br />Of <br />A TI F/N, SUCH THAT ADJACENT PANfLS E LEFT A RIGHT SIDE INTERIOR PANEL.) NAVE <br />`oA0 <br />MOR OVERLAPS RETAINED a, 1� <br />• <br />•: �,.' \\CEN - 9 -. FLORIDA BUILDING CODE (High V6locily Hu, cons Zone) <br />.20a nrLco..Hc <br />z No. 4 167 '• i 20 GAGE GALVANIZED STEEL STORM PANEL <br />owl F <br />so•'•, STAT OF � � _F -` <br />° <br />GLOBAL PROTECTION PRODUCTS, L.C. TOAtiIL <br />rwrodw e11wfs0O!'' <br />1LTIG . tDN01Nm11MOOWy Y cAWE. R 3]JI4 <br />e <br />Fs • t NG � r PHorNE teD1D4n-7Me, rvA (n4)Iw-pT11 20-176 <br />G ,w flrin;_, AA N•el n,-ru, '" <br />/r`,S/QN DIWAWG <br />L �� w <br />CA-' <br />/'rIIN11111 IN11N1sT�; yAL/1fGptiHR[/INI[ RyTp ATILLIE L., P.C. <br />n 1 wnae.a <br />INSTALLATION <br />DEALS <br />FOR <br />OPTION 42 FOR LiFE SAFETY STORM <br />PANEL SYSTEM <br />INTO <br />EXISTING <br />POURED <br />CONCRETE OR CONCRETE BLOCK STRUCTURES <br />IrA' TN'CON <br />6-9' O.0 <br />ANCHORS <br />1:4• TAPCON ANCHOIN <br />O 9' OC. <br />FIGURED CONCRETE <br />NLONONCORRF BLOCKI i �)� <br />POURED CONCNaE <br />gOEHDCCORETE BLODI('I 1 ;. <br />t/4' <br />7 <br />W <br />I <br />.. N - 1O <br />I <br />.�� <br />o <br />I <br />arA.,ro <br />... m I- <br />H P ld <br />A-— <br />I ) <br />MISTING <br />ExlSily�j , � <br />y 3i <br />I <br />I <br />- <br />' <br />bi <br />rW <br />_ I <br />IIle-10'P PANE`.ANTE PLUS W/ <br />3/33• 171NG IT WASHER <br />e 6 1/4. O.C. <br />POURED CONCRETE OR CONCRETE BLOCK <br />REOIRRED <br />WALL MOUNTING INSTALLATION <br />SECTION SA <br />OO REGULAR <br />SCALE 3/8•-1' <br />1xf MEET 16 a 20 FOR ANCHORS a <br />1011Mt <br />W. <br />WADI <br />/.•. <br />No - <br />NSTADAMMIs INTO WOOD <br />00 <br />- _ <br />Ilw AWOYI e•Aar <br />1 <br />3 <br />rRAIW a1ALdHO. <br />FRAME ALO <br />MALADY AISr 4 it`IU4 NG <br />CDC( MG .LESS OHI THIS <br />(Tw.,M, 0A) <br />•TR•F <br />J <br />3 <br />a <br />6 Ip <br />9CAmUli rat CE LESS THNAN NDI In ON <br />ULE FOR <br />-TAM. i PfdlcE NCHq SFWCw Br <br />;PACNG tl'OWN ON fLHL1M[ <br />w,ATHE <br />Doi, <br />R• AIW I'p„",,, y �y <br />MKn Its <br />T. <br />1% <br />T' THE rd1 FIX fN'ra15 t w <br />DP N D I. ,aEXILED <br />,p <br />CYAG E usic, <br />3PKxlG o61AMRD usHNc rAcro. cNNE Yor <br />K LESS IMAN IIwIY 9PA[NC <br />f0R EACH ..Cm. lv.f DN `i SCIRDWI <br />] /t <br />I <br />- <br />- <br />'] 1to-'OY PANELMAIE PLUG W/ <br />.. //e•4 . 3/32' WING NUT WASHER <br />(BEYOND) <br />POURED CONCRETE <br />OR CONCRETE BLOCK <br />RLOUR[D <br />WALL MOUNTING INSTALLATION <br />SECTION SB <br />O LIFE SAFETY PANEL <br />SCALE 3/e'-'" <br />?���'uGENSF'�✓9 <br />No. 44167 <br />IR : f At <br />PE sACreM7711E/BMf <br />FLORIDA BUILDING CODE (High Velocity Hurricane <br />Zone <br />etaa0 mMre, rc <br />20 GAGE GALVANIZED STEEL STONY PANEL <br />'• <br />oAANI m <br />I110 E C O <br />GLOBAL PROTECTION PRODUCTS, LLC. <br />0I/A/`010 <br />Mn <br />... <br />i i • CRVANY <br />400 Se. DI S1RE1 <br />OANF, n 33J'4 <br />20-176 <br />M61,I•,Y ,I•pp4n T. <br />NADw{. f6:H).•u- D10, IM'. f614MeFe») <br />cA-aEas? 0 <br />ORMNG MY <br />wN nA A IRln NiMA <br />_ <br />61•Et N M a <br />GFMEIiAI NOTES: YALID E-2 EIANG STOfOI PANEL SYSTEM <br />1 E-2 MARC STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (RED) HAS BEEN YERWIED FOR COMPLIANCE IN 01) MINIMUM EMOEDAIENT OF TAPCON ANCHORS AND PANELFML7E FEMALE D A PANCLNATE PLUS IWO CONCRETE <br />ACCORDANCE AFMI THE 2020 (71N EDITION) OF THE FLORIDA BUILDING CODE. BLOCK SMALL BE 1 1/4' <br />DESIGN WINO LOADS SMALL BE DETERMINED AS PER SECTION 1620 of TML ABOVE MENTIONED COOL. 11 1) MINIMUM EMBEDMENT Of 1/4•0 X 7/a' CALK -IN ANCHORS SHALL BE IS 7/9' INTO CONCRETE. <br />FOR A WIND SPEED AS RFOUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BERE <br />INSTALLED AND NO EMBEDMENT INTO ANY FINISH MATERIAL SMALL OE PLRM'D. <br />FORA DIREC71ONAI.ItY VALID R KD-065 USING ASCE 7-16 AND SMALL NOT EXCEED THE MAXIMUM (A.S.D.) 1/4' 0-20 SS SIDEWALK ON IS USED SMALL BE LONG ENOt7GH(SHOULD ANY FINISH MATERIAL EXIST) TO <br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 25 A 26. ENGAGE 3/4' INTO ANCHORS, <br />IN ORDER T VERIFY I n N WIN N R -1 o vE THE ABOVE coNomoN, vE MATE I)ESIG D LOADS DETERMINED PER ASCE 7 e <br />SMALL BE FIRST REDUCED TO AS.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 06 IN ORDER TO 8.3) IN CASE THAT PRECAST STONE, DR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL <br />TO COMPARE THESE W/ MAX, (AS 0) DESIGN PRESSURE RA7INOS INDICATED ON SHEET$ 25 A 26. ANCHORS SMALL BE LONG ENOUGH TO REACH 'HE MAIN STRUCTURE BEHIND SUCH PANELS. MCMORM•F <br />SHALL BE AS MFNDOMED IN B.1) AND IN 0.2), <br />IN ORDER TO VERIFY THAI COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRI ED, A 311E INCREASE <br />IN ALLOWABLE STRESS FOR WIND LOADS WAS BQL USED IN THEIR ANALYSIS, FASTENERS SPACING 70 WOOD HAS BEEN <br />T RMIN IN WITH 1 ANCHORSR 1 1 i DE E CD ACCORDANCE NUS 20 S CSMALL DE INSTALLED NI. OWING ALL OF R - F C ( )L ALLED L HE ECOMMENDA'10N5 AND SP U TbN t r <br />E KA 5 O NC ANCHOR'S <br />MANUFACTURER. <br />STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 Or <br />THE ABOVE MEW TONED CODE 45 PER FENCS RATION TESTINC LABORATORY, INC REPORT / 2032. AS PROTOCOLS TAS-201. 11 IT SHAD. OF THE RESPONSIBILITY OF THE. CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER <br />T - A -' IS TO BE ATTACHE T I PROPER ANCHORAC M AS 702 MD T 5 ZOJ. D 0 INSURE C E 15 SHUTTER SI{µL ONLY BE ATTACHED 70 CONCRETE, BLOCK <br />7 THIS SYSTEM HAS DEkN DESIGNED TO BE BN5TALIEO ON THE OUTSIDE Or THE OPENING ACCESSING7HE OPENING FROM ME OR *DOD FRAME BUILDINGS. <br />INSIDE W/o THE USE OF A LADDER OR Urr THIS APPLICA7014 IS VAUO WHEN INSTALLATION IS INTENDED TO BE PERFORMED 12 THE INSTALLATION CONTRACTOR IS 70 SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMNN IN CONTINUOUS <br />FROM THE. INSIDE. Of STRUCTURE. CONTACT WnN THE BUILDING 10 PREVENT WIMO/RAN INTRUSION (AUIK AND SEX SHt1TTER TRACKS µ: AROUND FULL <br />LENGTH <br />3. SERIES TODD INSTALLATION IS APPLICABLE TO SINGLE AMC) DOUBLE HUNG SANE WINDOWS WHEN INSTALLATION IS REOUKRED TC BE <br />PERFORMED FROM THE INSIDE Or STRUCTURE 13 STORM PANEL INSTALLATION SMALL COMPtY WITH SPECS INDICATED IN 'HIS DRAWING TAUS ANT BUILDING A40 ZONING <br />REGULATIONS PROVIDED BY THE JURITSOKIION WHERE PEMO RIS APPIIED TO <br />4. SERIES 2000 INSTALLATION IS MPLICAOLE 70 SINGLE AND DOUBLE HUNG MO IDRIZONTµ SLIDERS STYLE WINT)OWS WHEN <br />INSTALLATION IS REWIRED TO OF PERFORMED FROM THE INSIDE OF STRUCTURE. t4 ATRIUM WINDOWS AND DOORS, INC. E - 2 HANG STORM PANEL SYS7EM1 iS PATER PENDING <br />5. µl ALUMINUM D(TRU510NS TO BE 60621-1`6 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED) 1S (n) THIS PRODUCT EVALUATION DOCUMENT (P.E 0.) PREPARED BY THIS ENGINEER LS GENERIC AND DOES NOT PROVIDE <br />INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.LD <br />a. µ7 ALUMINUM SHEET METAL USED AT MOSLORES SMALL HAVE 3105-414 ALLOY. <br />(b) CONTRACTOR TO DE RESPONSIBLE FOR THE S[1ECnON, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY DE <br />BASED <br />T- ALL STEEL SHEET METAL PANELS SKALt HAVE SIR TOURµ DUALITY STEEL. AS/M A-6S3 GRADE 5D Min., GALVANIZED STEEL THIS PRODUCT BASED ON THIS PLO PROVIDED HC/SFIF DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON <br />DESIGNATION W/Fy- Sa 5 b1 (AFTER ROLLED). THIS DOCUM CUTCONSTRUCTION SAFETY AT SITE IS THE CON7RACTOP'S RESPON&BIUTY. <br />9 ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 NSI SERIES OR CORRDS,ON RESMIANT COATED CARBON STEEL AS PER DIN (c) THIS PROOOCT DOCUMENT WILL BE CONSIDERED INVAUO 1t MODIFIED, <br />5001e W/ 50 IBA YIELD STRENGTH AND 90 In, TENSILE STRENCIM A SMALL (AMPLY W/ rLLNKDA BUILDING CODE SECTION 2411.334 <br />(e) SITE SPECIFIC PROJECTS SMALL BE PREPARED By A FLORIDA REGGIERED ENGIMEER oa ARCHITECT WHICH WILL <br />9. BOLTS TO BE ASTN A-307 GALVANIZED STEEL, OR ANSI 304 SERIES STAINLESS STEEL. WITH 36 w MINIMUM WF1D STRENGTH BECAME THE ENGINEER O RECORD (EO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR tH£ PROPER <br />USE Or INC PC 0, ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P E D. ENGINEER. SHALL <br />10. ANCHORS TO WALL SHALL DE AS FOLLOWS, SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR R£VI[W <br />(A) M-=TTRLPSi.=-G&LRFT..S <br />(•) THIS P.1.0 SHALT. KAR THE DAIS AND ORIGINAL SEAL AND SIGWTNQ Or THE PROFESSIONAL ENGINEER Or <br />- 1/4•e TAPCON ANCHORS AS MANUFACTURED 8Y ITN BIRM I%, WC (MIN. Yt•3191 P.11.) RECORD DART PREPARED IT <br />- 1/4. 6 X 7/B' CALK -IN ANCHORS, AS MANUFACTURED BY DCWAI I INC. (MIN. I'cN3000 p.AI,) 16. STORM PANEL MANUFACTURER'S VIRILE YM/1 BE LOCATED ON A RFA(lllY vWIAE LOCATION Al STORM PMCI. W <br />- - FEMALE ID A PAN£LMAT[ PLUS ANCHORS, AS MANUFACTURED BY FLCO CONSTRUCTION PROUDER <br />iMTE ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE 011E LABEL 5Hµ1 BE PLACED FOR EVERY OPENING. <br />(f' <br />(r°-3550 <br />3 0 <br />P.0 <br />PeI) LABELNG TO COMPLY WITH SECTION 1709111 Or THE FLORIDA BUILDING C(DE. <br />A1) MINIMUM EMBEDMENT OF TAPCON ANCHOR$ W10 POURED CONCRETE SHILL eC 1 3/4- AND 2- FOR PANELMATE <br />FEMALE D A PANELMATE PLUS. <br />Al) MINIMUM EMBEDMENT or 1/4•0 X 7/8• CALK -IN ANCHORS SHA_ BE IS 7/6• INTO CONCRCTE NO EMBEDIVENT INTO <br />ANY FINISH MATERIAL SMALL BE PERMITTED <br />SAMINALKBOLTS USED SHALL BE LONG CNOUCH(SHOVLD MY FINISH MATERIAL EXIST) TO ENGAGE 3/4' <br />W770 ANCHORS ...... I17CNN/p <br />?� <br />A3) INCASE THAT PRECAST SITONC, PRECAST CONCRETE PANELS. OR PAVERS BE FOuNO ON THE EXISTING WAIT DR .FF QV,.••""••.,4j✓ <br />FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SMALL :' `\CEASE -•�•-= <br />r <br />BE AS MENTINED IN A1) AND IN Al). _ <br />' NO. 44167 z <br />(0) TO ExI!ArM CONCRETE..HLSY:e:BILL, <br />- 1/4' a TAPCON ANCHORS AS MMUrACTUREU BY I T W TOM DEX, INC - - - - FLORIDA BUILDING CODE (High Velocity Hurricane Zone <br />- 1/4• e X 7/B- CALK -IN ANCHORS. AS MANUFACTURED By DEIWALT WC (CM-1500 pa,) p o]me TA.rttw..c OrP <br />,f;•.. [ Op DAAAN er <br />- #14-10 PANEI.AMTE FIMAIL D AND PMRMATE PLUS ANCHOR$. AS MMVFA[1URED BY ELCO CONSTRUCTION 20 GAGE GALVANIZED STEEL STORY PANEL \ �- <br />S� <br />PRODUCTS (IT-2071 P.ei) '.3•'-"'" __.__.__ ._-_ <br />` GLOBAL PROTECTION PRODUCTS. LLC. <br />IL�EC_O EIIc <br />l / •� riLi tt1TNP W SM cawm IMWE. RS>wmen <br />( WIeAA, •+1ma n uIM NHor• (ca)ta-7ui IAx tef4KIM-eT) 20-176 <br />I•.. TRIM ni-,Ir. noN AH-Au. <br />w <br />PL XAI/10IMTUIe"m. CA-ota7,p oNNANG I.O_ <br />IMLTY. A nHR A PL - <br />eRn iA a a <br />INSTALLATION TAILS FOR SERIES 2000 AND 1000 E-Z <br />HANG STORM <br />PANEL',I IN 10 POURED <br />CONCRETE OR CONCRETE <br />BLOCK <br />Ia.F© tPloen <br />- <br />owcALn <br />L.r <br />I>m r; sA1"�`tEr m7� .•, <br />' <br />4 <br />m 10� cemaio'° 4 o.L <br />K1m al �� �..1• fY41� <br />A1cNPW <br />1cNtaaA)E •--6s. � <br />Y) <br />`n�tn,i <br />aK >A�7 a-) �' <br />4 ,r f.ti- rt <br />��00rr������� <br />_S <br />1 OUR 01'� <br />-� yy <br />4r1. 1.3 <br />cacAln \ <br />• �1 <br />•rw.� a <br />' <br />4 0... ..I• FMa <br />so aLT <br />"ARk) <br />- ----- <br />- <br />1 <br />1 <br />r <br />; •7R( <br />(N1Sr�� I iCi i K• <br />� I <br />� <br />n <br />I <br />I 1 <br />1 ✓I <br />OR s•aj <br />p I <br />I <br />I04 <br />511 ORk" <br />' f' ; •• <br />IU TMOI I 1/•,-70J/� <br />1� 1Q aP�IA[ <br />�row°"irA°�>m'7ManM1 <br />TfL 1oRauLE <br />� �I L.___a Wm 76 <br />� ', Ia spooftaIft <br />F 7r.•w�iAi'' <br />m aAr <br />j :C,o1iNYr3}/ <br />i ro MXAn 1 TY e-. J/a7// <br />' <br />i ro Dl/a5. <br />' A, mowiW°W'3Ft�(j' i� m C <br />b <br />' <br />nnN oA1.WLAP <br />I van, "Ma•DOL P <br />E IYo NR i 1 <br />i <br />1 <br />I ( R <br />1 I <br />1 <br />1 <br />tr.rw <br />it <br />LL <br />moo= <br />AIANRI � I <br />.A.,--J.4-w-.. <br />3 owR PN•IWu <br />F:^".).. <br />'',/ •.-m3/i Mc <br />-K/ 7I6'NL3]• we <br />. <br />iiur'9r <br />ew wY'n _is,, <br />- <br />- <br />,gr[yl•-a •,r <br />, <br />�• Aa%'v F�wa 0.° ~ / -1 <br />Nn a 1/F-.a1.T/4• WADI •n. <br />Mn.-• ri in• <br />B o�EWeI.64� <br />NAII•u1IeV1A IOU ^�•-�. }1 <br />e30+1 _ ! '" <br />• �{ /. <br />I j' <br />ROIL 1114-4 WNa1rn ANOAIaY�� <br />a H¢.crmA.t / <br />/• <br />I�� <br />Yl TUt/11f/3r Rpw I 'LvLr <br />eFLa.3 <br />eai Iy v <br />7 <br />tNc'E"c.EPAip` 1-Ea <br />M. mRn'�u,l a wm uI B <br />o w 9c <br />WALL A -ND DIRECT_ MOUNTING INST. <br />a eery nt <br />Nr <br />��Va1Qr1N5i <br />SECTION <br />I 0 <br />SECTION 1' <br />scm ,/F-" <br />FLOOR TO CEILING <br />MOUNTING INST. RUILD-OUT MOUNTING <br />INST, <br />SCALE 3/B-1- <br />g SECTION <br />3' SECTION 4' <br />(1Ltp.,1/S: <br />1. M D <br />n01L1 <br />,r1 varmuTxws ROeaI,EWTs rat <br />(T <br />�-. <br />� <br />VY a 4AA e t im AW <br />t o Rw • E a Ai Iorw, wm. Iri010oo a1 M�O°I <br />At \1111111HN111 <br />.•r P\SE� A •TI�(%l'IW <br />to w,r.,AIaFI,YPE a, sNaT tT <br />3�.-•''�\CEN,y''' ✓�I'Tc� <br />Q <br />""" I➢II Twl, Rr tlu5 <br />'D• A ppnDY uPNIR" CAN a <br />- No. 44167 <br />= <br />z <br />-FLORIDA BUILDING CODE <br />(High Velocity HuMcone Zone <br />© <br />coms10 w AWr 16w In 1Ar AIn <br />w <br />M'DETAIL <br />•q. <br />90•'• STATEOF <br />atmo naca. 4c <br />i 20 GAGE GALVANIZED <br />STEEL STORM PANEL Ir P,'� <br />I <br />SCROLL 1/2'- ,• <br />.1dE1�X <br />r, 7 <br />;sff t{MWM a <br />I.TP..;1 <br />- -'s ,.,�� <br />` aa?�F � <br />y <br />i L E C O EIIC GLOBAL PROTECTION PRODUCTS. LLC. "'OUTIT <br />yy'� , r Wl,td <br />1 <br />.6DA E Dt 3, <br />TAW: • ` r pN•.7 R. 31114 <br />^'o"L' (te.tre-76u, rAt (u4)w-a»> 20-176 <br />-- -Aw <br />PL 3ML/20IA7UK/MR <br />4-Doo611} <br />RALICIA A IILUF PE <br />U. LAY,jF - <br />oAAwG W_ <br />TONR N OI „ <br />N <br />W <br />C- <br />] <br />o <br />U <br />CL <br />o <br />-0 <br />O <br />0) <br />c6 <br />j <br />- <br />O <br />U) <br />O <br />L- <br />0- <br />C <br />O <br />0 <br />o <br />LL <br />U, <br />W <br />1- <br />o <br />�I�V� <br />0 <br />c <br />E•s' U <br />w <br />IYV <br />Q <br />CO ,14 <br />CO k <br />On <br />N L <br />N <br />O aT3 <br />N <br />k <br />3 <br />d <br />GLO aJ <br />•✓ C <br />C <br />� <br />-aE <br />co <br />4_ <br />o <br />u cv <br />C <br />y <br />� A• <br />N ss <br />C E <br />tv 0 <br />to <br />-F-r <br />L. <br />i. <br />(y <br />-� <br />_(D <br />C/) <br />`Q <br />c ' <br />0 <br />p <br />U <br />LLI <br />G <br />z <br />z <br />Q <br />J <br />tl <br />SHEET NO. <br />IS 1. <br />2 <br />