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EN0__CLO5tLRU DETAILS-FQB-IN$JALJ ATION _POUREQ CONCRETE, <br />CQN F-TE BLOCKOR WOOD -STRUCTURES: VALID FOR REGULAR LIFE <br />LIFE <br />SAFETY-_ & E-Z HANG STORM PAN ELf SYSTEM$ <br />I <br />I r ��\ <br />{GA GA __J..-_..{.Sa' ,ITJ �� .® DR PauRm D st 'l <br />it 1 1 V.,* A ROCK 'lop <br />•.�IMy.•B ® 0. ® AFCI,p"EOGD 1A,V,[ <br />1. /2 T <br />POURED CONCRETE. CONCR11r 1' 1� Mn <br />ti <br />BLOCK to 2"..• WCKA I'RAMI IPOAREr CO.LNt'L. I 1 ,/••.. 13/4• IN"CON <br />REQUIRED CONCR[TE B.ol• U I L.--• DR�I 4NOHO1 a ,7. Or 7y^I' <br />4 P FPwr 2 , U, <br />RWArEL <br />1 <br />t _ <br />I. _ I _ IT - i <br />nVll 11 / <br />M- IALRRMIC LED LOCATION <br />P 1 Tr T OOS'A <br />I. aI ; A F <br />Y . 5' • 03!' GONr <br />r 1 \l 1' <br />.. 1,1 `'' W+ SI!< I. <t.T I�,Rr ; .NNW. N/OLE 011 <br />---.T----- I _ noNc. DORT* 4WNI,ICSPT riATE <br />7 X. IT Z3 I 1 <br />OW ITTADR '. I'. / 1 ICI _ if, �... <br />eau -A M. A - 2 - 4. <br />cow -ALUM. AIRNf. , V"GAGA MO.. I 1/{ <br />1/4' R a0U N' , 4' . 077• <br />a 12 OC. l.PS-M,. OR pea-10 AL01 <br />W/i1CKNU7 Cent NK ,JIGS <br />AC SE q�PLAN) CASE B (PLAN) CASE C PLAN) <br />SCALE 1/4•-t• SCAIF 1/4--t' SCAALF 1/4--i- <br />15, <br />- (MIN PANEL <br />OVERLAP BEYOND <br />OPENING MOTH) POLITICO CENYCAfTE, WW.E,E <br />MW_A OR 2'.1• WOOD IRHe <br />AEUIWED <br />A - B O DISTANCE <br />- 1 - / /, <br />CASE E {,QLAN) <br />,SCALE 1/4-.1- <br />2' 3` 003. 310e H-1N OR <br />wa6 -Ea ALLO, COW ALUM <br />MILE LAIN 1/.'.. I V. I <br />MMCON a ,2. O.0 <br />:1 -aI <br />r <br />NYr I ' <br />Y,, A�- <br />- Wji <br />T' <br />POURED LONCREIE. CONC1fR <br />R, OL'M OR 2'.4• woro rRAME <br />R,.DUWTO <br />fill A WJ z 1 <br />L <br />SRJO-SET OR GAUI-MI <br />f <br />L 1 <br />_ <br />017 <br />0 <br />1RJMt0 CpNt:REii. E7Ao�P,,R,G ,RI. Ai Y R EL O'4Np 14i1F <br />CONCRETESEE V\•. <br />PAMOUMSCAVLAT <br />POUREZ W-C I1[1[ <br />CONCFIINT� f <br />.11; I a <br />- .© .� <br />rn 4 ® <br />0. ilO[i p�"�aPFOR <br />aLUS3 <br />rRM I REDUVRV S AHIUV,6LE ID R <br />-. - <br />N <br />'ARTFMIA <br />..©.a OR Co <br />J//T <br />11 1) <br />�\- <br />y IT <br />5' Ab. EHH11 I <br />WALL (NEVER CUT END PWEL) , <br />.7 -1---.-A-,.,- <br />\ 1m <br />1 <br />---�-/1..T.;:.� --J <br />.H.,NH,...NF% <br />CASE G PLAN) <br />SE �(/, Ii <br />SCALE 1/4-.1- <br />..V <br />E.•i0iaw <br />$ `I. <br />••, <br />fCXN <br />.uT•.•Pc <br />•�.9'4, <br />=ti�'•`.CEr's <br />- f '. <br />JA �l. fINECT MOUNT 1NSiAtlATON ONLY A <br />CETFIVIEG PANEL INST&LATION AT WALLS W/ I <br />_ NO. 44167 <br />ON SURFACE LEVEL VARIATIONS WITHIN 3/4• ; <br />e#'I * .,z <br />FLORIDA BUILDING CODE Non High Velocity Hurricane Zone)' <br />CASE F (PLAN <br />SCALE 1/4'-,• <br />s �0�'•- FlORIDE',-• 4L1�'¢ <br />olme nnoa we <br />((AGE GALVANIZED STEEL STORM PANEL <br />�,I', I. <br />` <br />IIL _E C O <br />--24 <br />GLOBAL PROTECTION PRODUCTS, LLC. <br />ut"L <br />''• "/ <br />/,,,III _ .>_� <br />�-_--.." 1Nc. <br />_ <br />11111� <br />•`,1,, <br />> �'Biil <br />AIRS SAGA 01 S,la[1 <br />04YE• FL 3 ,4 <br />run ntnNa i i;p.- -- AMY <br />"/ / <br />r: nam.! i..,,AN. ,'ai'•�,.ain.^MI- <br />f%,-OOD67I0 <br />4Plt[R A IUII -Al? Pt <br />NOW Lot. i <br />PION. (PA• leM-76.6, rA le6+BM-arir <br />20_175 <br />[wA.wn KR <br />P[ LEA,/aCAAI,uK/Onl <br />m ,G.,w _ <br />WI[[1 n a 1e <br />�dAX1MV.A�I D, _DF�SIGK .P_RL55-Q _ RATIN _�uA.*,f.) AND _-QQM$P4.N. aWQ .MAXIMDIEL_AKJH - $PAQN9 <br />$.GHEQUIRE FOR REGULAR ST_4BW-P_ANEL .1 i INSTALLATIONS INTO WOOD STRUCTURES <br />(VALID ONLY FOR PANEL 0INSTALLATIONS AS PER ALTERNATIVES iW THRU 4W ON SHEETS 6 & 7) <br />MAX- A-S.O, <br />DESIGN <br />PRESSURE <br />RATIN,r,, <br />(D.•.1.1 <br />MAXIMUM ANCHORS SPACING FOR F.D. . AS SHOWN ON SHEETS 6 A' 7 <br />APPLICABLE <br />l0 <br />AL ,14`. <br />• ANYNA1K N <br />C <br />DF THEM <br />MAXIMUM7EA;M <br />PARSE <br />LENGTH <br />i - <br />( 1 <br />_ <br />TAPCON <br />LAG SCREW <br />PANCI.WTE <br />PANICS ID <br />- <br />PµELMA7E <br />PLUS <br />_-. <br />WOOD BUSHING <br />U• <br />U• <br />Is' <br />IS <br />,r _. <br />,]• <br />tY -- <br />Ill(LOP) <br />1/1 (6DdDlq <br />Ir-- <br />IJP - <br />,r -- <br />e t/Y <br />a I/r <br />a Ile <br />1/2- <br />--6 1/2• <br />2W (TOM <br />- <br />- <br />a 1/4• <br />,2 tn• <br />9 Ile <br />(BOTT ) <br />5•-0' <br />e <br />s' <br />a' <br />B <br />(BOTTOM <br />_4 <br />.a6 3 <br />LEESSs <br />_ <br />t J <br />-' <br />I]• <br />13' <br />_ <br />N' <br />-- <br />U' <br />_ , - <br />] -- <br />.-_..-I - <br />J <br />IJP _ --ll <br />1 ,. <br />3 <br />nO <br />4W - <br />(eorroY) <br />,3' <br />Is_ <br />13• <br />Tr <br />is• <br />f t/2 <br />R (TOP) <br />_ <br />1] <br />,r <br />Ir <br />Ir <br />6. <br />IV (Borram) <br />- E 1/2• <br />6 ,/2' <br />a ,j2� ._ <br />6 l%i= <br />a ,%7�-- <br />o0P) <br />- ._ <br />- .._ <br />a 1/4,�_- <br />It I/2• <br />6 Iµ• <br />- '_' <br />(Bp}f•).. <br />>s._0. <br />4 1/2• <br />4- - <br />-4 1/2' <br />a in- <br />(Top) <br />-- <br />trot• <br />4 1/2• <br />_4 1/2• <br />_ 7• <br />r <br />- <br />- <br />JI' mum>M) <br />_. <br />TO in• <br />-- <br />9 I/2' <br />T2-.-- <br />U' <br />_ <br />11• <br />tr <br />a' <br />6i/2-._ <br />0 HOP) <br />W (90TTW) <br />13" <br />- lr- <br />• SEE TABLE #/ FOR MAX. A.S.D. DESIGN LOADS At MAX. PANEL LENGTHS WHEN SPACER " IS <br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 <br />MAX. A.S.D. <br />CESIGN <br />RATING <br />P $.I) <br />MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 & 7 <br />APPLICABLE <br />K7EraMTVE' <br />_ <br />C tlfpN <br />OF THEM <br />UMIML'N <br />PANEL <br />IFNG", <br />-L• <br />(IT ; <br />TAPCON <br />LAN, SCREW <br />PANFLMATE FFAIAL <br />E q <br />- <br />P PLUS TE <br />W OD BUSING <br />t3• <br />-- 13-.- <br />13• <br />--- 13—_ <br />Tr <br />13' <br />13' <br />�•-- -- <br />1N (TOP) <br />tW (BW* <br />---ir <br />13•---- <br />a 1/2' <br />4 t1r <br />a �Js• <br />6 iji` <br />6 1/2' <br />VOP) <br />Na -48 <br />TO <br />.75. -73 <br />- <br />7• <br />- is, _ <br />- <br />1/2. <br />-_I3• -_ <br />0 1/4• <br />_ B` <br />12 1/Y <br />_.. E <br />0 1/4' <br />_ <br />SJ-_-. <br />_. <br />f J <br />21I (Bo1T •) <br />91 (TOP) <br />HOP) _ <br />4Y1 _ - <br />(BOLT <br />J�0• <br />LESS <br />. _ Ir <br />Ir <br />- 7J� _ <br />_ ' GAGA <br />3 <br />Ir <br />__ <br />u' <br />,J_ <br />Ir <br />fr <br />13_ <br />IV - <br />6 Ile <br />He (top) <br />IV (BOTTOM) <br />13•.� <br />is" <br />IS <br />_fr <br />6 1/2• <br />6 I/2• <br />a ,n• <br />6 1/2' <br />6 I- <br />\ Ve <br />HOP) <br />2W WIT.) <br />>Dro-o• <br />- <br />- <br />6 f/P 1 <br />12 1/2• <br />a 1/2- <br />5' <br />Y <br />3 1/2' <br />7 1/2' <br />..--_ <br />1 7 1/2 <br />--.. _ <br />-. . <br />(TOP) <br />,P_y <br />Ir . <br />1_I. <br />- _ <br />ll' <br />6 <br />- <br />sW (BOTTp1) <br />,r' <br />-_ . <br />15- <br />12' _ <br />_- .._..-_ <br />13- <br />13 <br />_ .__-. _._. <br />U' <br />5 1/2' <br />(TOP) <br />_ _ - <br />4W (BOTIOM.1 <br />_ <br />In' <br />• SEE TABLE /1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER -Ay' IS <br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 <br />TASKJ1 A <br />A.S.D. DESIGN LOAD <br />i4AXIMUM PANEL <br />LENGTH <br />40 PSF OR LESS <br />6'-e. <br />> 40 PSF TO 50 PSF <br />6'-2' <br />> 50 PSF TO 60 PSF <br />5'-10• <br />& MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS <br />W/ PANEL MATE MALE ID OR PANEL MATE PLUS <br />ANCHORS & W/ 9 SP�ITDEANWiN t/2. O.C, <br />A. <br />?'y*?. '.\LENS PAPS <br />i Nr A41BT <br />* ♦ : * 8 <br />ATE OF <br />a00'•. <br />a ".. 04L��." <br />41.,.Sc ...'C I <br />FLORIDA BUILDING CODE (Non High Velocity Hurrlcon° <br />Zone <br />r 1ITo TY1. -- <br />Y4 GAGE GALVANIZED STEEL STORY PANEL <br />"". <br />m/DATE o <br />T EI C O IBIc <br />GLOBAL PROTECTION PRODUCTS, LLC. <br />I• ,Ne & (IONIECIea cOArP.WY <br />NafO Sr. 01 5TKI, <br />- n- X" <br />lmm"HR a. v a .L n Arw <br />.�. ,wR.1-11aN�- ,n•-,M, <br />•,HNC (E3.)eep-7ew. ION RSA+Rw-am <br />- - <br />10-1 75 <br />• US-00 16- <br />-_ ailw ue _ <br />_PRRMNG ,K, <br />nLllt Y. Pr <br />aA <br />cell I• d M <br />'LoNEEArNidA <br />.NI J <br />N_$-E4LLAT101N-pjAIE5 FOR LIFE <br />SAFETY PANEL <br />INTO P_O1RQ._CONCRETE OR_CONCRETE <br />BLOCK STRUCTURES <br />1/4•0 f"CON <br />EXISTING POURED <br />,/.^. ,APE:m EXISTING POURED <br />ANCHOR O 9' O.C. <br />CONCRETE OR <br />ANCHOR O 9. O( CONCRLTE ON <br />(NN:RCTE BLOCK <br />1 )omfo <br />GONCREIC BLOCK <br />+rE00Rmn <br />1( <br />l21 <br />C <br />I' <br />1 <br />I/r I1/4• <br />-y,=._. ..VA,,. <br />1/2• 11/•- <br />MAR <br />I <br />1 <br />1 <br />/j//'.1 <br />V <br />i N <br />I <br />1 <br />I <br />I <br />i <br />^J <br />� <br />i <br />O <br />A <br />M <br />A <br />lx' ,.G-X <br />:.LASS <br />, <br />1 <br />1 <br />T <br />I <br />,/".-Xw*_.- <br />Ll -- f0 ./.i>. <br />A M °,•aR <br />IT Ain <br />*-'SEPARATION <br />N TO GLASS. <br />It <br />IAT <br />1 <br />1 <br />, 1 <br />'.. , <br />I/•'Y-roT'91'IIr� <br />". ,;;BP. <br />N Y <br />� I <br />I <br />WOW aflr 7-.1 <br />EXISTI,C L <br />I <br />I <br />11 ( <br />N <br />1 <br />I <br />CLASS AI <br />A <br />T <br />I <br />B :. <br />. <br />I <br />01 MCA. <br />RANCL LENGTH <br />w <br />( <br />L YAX <br />6' PANEL LENCIN <br />Y <br />a... <br />N <br />- .. -I'-- <br />a <br />(54 ELLVA112) <br />a ' <br />Of NATION <br />II N <br />I .. �-..- <br />ON SI.ETT ,2) <br />I <br />. <br />R- �AMiIO.. <br />I TO GU56 <br />I <br />a � <br />) <br />R <br />I <br />6) L,/2 <br />I <br />1 1 <br />{q) <br />I <br />I <br />a' <br />ED• - <br />EXISTING POURED <br />I I <br />1 <br />EXISTING POUR,1 <br />I <br />I <br />1 <br />^ <br />CONCRETE <br />CONCRETE DBLDCK <br />.1 I <br />1V <br />d N <br />CNCRCR OR <br />CONCRETE MCC. <br />-, <br />- i <br />•``E, `?, <br />REOUMKC <br />',2' I <br />I <br />R r? dt <br />RFOURED. <br />•_Muff <br />I <br />' mw I <br />(e[YawO <br />I <br />..__-1 I <br />1/4'. PµELMATE PLUS <br />AM;. HOH 0 12 1/26 D.C. <br />MMLS <br />1/410 PeMELAM7E M_.. SE�N._R-m <br />ANCHOR (BEYoNO) Q LiFE.SAEE.TY_PANEL <br />WALLMOU�IN� <br />SCALE 3/e-i' <br />SEE Sre3,S t5 t Is FOR NIC-ORS HYPE a 3pN NOR <br />•.SIALATV.a. INTO NW WOOD FRAME BLAUA <br />" YNCHM SPACINGS AND YNMUN TOG[ DISTANCE <br />ARE WOCKTOD K ON THIS SCDULL FOR E.D IOSS TIM <br />RXI AJEO ON SCHGOW REDUCE ANCHOR SPA[,HG (n <br />NUEnpLYwc SPAC04 SHOWN OM SCHOA`J rTN( <br />IMIOMHG FACTORS rot THIS OPERATION To K .'OS'JYRF. <br />IIf OX. tWING DeIANE". D LSWG FASHAL NJT d <br />LESS THM. -,,,. 5P.CAa IA'MCATCO FOR FKH A 11011 <br />,OK ON FHrb SCHIDUtr <br />,/a•• <br />,/.', <br />ANCHOR ILK <br />IAICON <br />MI <br />ftw <br />---- -..--------- <br />14„•AM4 NNOOSIM" ON <br />2 <br />3 <br />----.. .- )•Mtalo.wwo <br />.)_ .. <br />-i <br />__ ..___ <br />- <br />_ <br />PRANORII a__4 <br />71 <br />:BJ <br />faBIBB <br />I ,/2• <br />an <br />-- <br />- <br />r I/Y-----. <br />oat <br />- <br />_. <br />3" -- <br />L <br />PtK` <br />Lm <br />'a••.V\CENSF'-'-�9�s <br />*: :*- <br />1 STATE RE-. .-cc s <br />�'•. <br />F <br />G O P . <br />L <br />10 %, • O R � <br />krr-'' <br />Gw <br />E <br />, Df <br />I AAL <br />' AV/E(,NL3'MIt <br />PE 9rN/91IATIWL/OLIt <br />FLORIDA BUILDING CODE (Non High Velocity Hurrlcon Zone <br />nmP Art[D 2 <br />, IK 1 <br />4 GAGE GALVANIZEDS EEL T STORM PANEL <br />I.. <br />_ Own m <br />I L E C O .EN���A�,A GLOBAL PROTECTION PRODUCTS, LLC. °'/"/'0'° <br />tMR <br />:. i[0S71r r ERNiW INa tYNPMT Ism Sr. 1. 6mr ".'- <br />wWc n an,. <br />AtlI.R A A.w <br />20-175 <br />w.- MrN-PFI-,wie DR4I m-w, Pr.wL ff3.WeP-i3.e I. hs•NaR em <br />G 00a67,9 _ ••.P,r- _ - DMR4w we <br />MI it.w. ,ALIT . PE bbil _ ow,4 Of to <br />7 <br />MAXIM!!Mr A3$ D DESIGN-TRE`.>SLIRE_ RATING (A•a.(.) AND .CDRRESPONDIM(,!--MAXLMU.MANODK.-SPACINNsr_.$.ChEDMU <br />FOR REGULAR STORMLLAT10 INTO `ONCRETE & CONCRETE BLOCK STRUCTURES <br />(VALID ONLY FOR PANEL- �INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5) <br />1W% ASD. <br />DESIGN <br />PPCSSURE <br />RATING <br />CRAP{) <br />WAXIIAUM ANCHORS SPACING FOR Ma ED. PER SCHEDULE RELOW <br />APPLICABLE <br />TQ <br />t <br />cDlawlagN <br />DF THEM <br />uA%IMVu <br />PANEL <br />LENGTH <br />•. <br />(II) <br />MAN. A50 <br />DESGN <br />"RESYJRE <br />M7ING <br />CHAR,) <br />MAXIMUM ANCHORS SPACING FOR MIN E-D. PER SCHEDULE fEI.OM <br />APPt ICAII.I <br />t ANY <br />caelamN <br />l7r THEW <br />WNNNUM <br />"AND <br />LENGTH <br />.L. <br />(n') <br />TAPCONO-SET <br />PANELWfE <br />fEMN.F 10 <br />_ <br />PµCLMTF <br />vLUS <br />ZA AC-NMIN <br />CAL -IN <br />TAPCON <br />SOIU-SET <br />Pµ[LWi <br />FEMALE ID <br />PANEEWiE <br />PLUS <br />7IAAC-NNLIN <br />CALK -IN <br />- <br />To <br />(aDNTA <br />�mp <br />COwCPnE...,E',CYXM.NE <br />ro <br />m T� <br />CTL <br />,o <br />R'c <br />RrR <br />m <br />.o <br />- <br />m m <br />jclNclicn <br />m <br />fu <br />'-fi- <br />Ie <br />LnIDNI[ <br />ro <br />-',-y6 <br />rnlrxTE <br />t P.>WtE <br />TO <br />'C <br />.4s 4s <br />tLSi <br />it <br />13' <br />Ir <br />13' <br />' 13• <br />13• <br />tr <br />/3' <br />1T <br />t3' <br />13' <br />+ (,O►) <br />1 BOTTOM) <br />6•-0• <br />dl <br />LESS <br />s.-{s <br />m <br />•e0, -e6 <br />1J' <br />U'H <br />la <br />IJ' <br />13' <br />13' <br />it <br />Ir <br />tY <br />Is• <br />T3• <br />11 In <br />+ ) <br />+ (BOrroI) <br />5'-9' <br />a <br />Lm <br />13• <br />13• <br />f <br />tr <br />Ir <br />13' <br />fr <br />,r <br />Ir <br />fr <br />13' <br />Ir <br />Is- <br />Ir_ <br />I]• <br />Ir <br />tr <br />Ir <br />fr <br />13• <br />Ir <br />fr <br />is, <br />1t 1/ <br />tY <br />1!' <br />1Y <br />13• <br />IJP <br />,r <br />i]- <br />" ,]' <br />IY <br />'tr <br />i3• <br />2 (>OP) <br />W <br />J <br />Ir <br />IY <br />_.IY <br />fr <br />it <br />n• <br />ir <br />7r <br />tr <br />,r <br />11 TJ22 <br />DGP)f <br />• <br />s <br />IY <br />li• <br />6;­ <br />r <br />- <br />13' <br />;s' <br />- <br />_ <br />fr <br />3 <br />fr <br />I3" <br />tr <br />J, <br />' <br />> <br />U' <br />Ir <br />I ' <br />> <br />T 90TTOM <br />(_ ) <br />13• <br />tr <br />1r <br />7 <br />! <br />s- <br />3 <br />] <br />, r <br />la' <br />n <br />o10 <br />13' <br />- U• <br />,Y <br />1r <br />IS• <br />tJ' <br />IJP <br />Is' <br />U• <br />Ir <br />3 (TOP) <br />IJP <br />Ir <br />_ <br />I]• <br />tr <br />,!• <br />t3' <br />13' <br />I!• <br />13• <br />tr <br />1r <br />tl 1/2 <br />J (TOP) <br />- <br />12 1 <br />11 1/ <br />__ <br />a 1/1' <br />a 1/4' <br />_- <br />2 1/ <br />12 I/t <br />- <br />- <br />a 1/1' <br />\ f/1' <br />! (BOTTOM) <br />- <br />- <br />- <br />, <br />2 /2 <br />,2 f J <br />-+ O <br />e / <br />a 1/1. <br />-i <br />12 /2 <br />,2 1/2 <br />- <br />- <br />f 1/1• <br />i 1/1' <br />-- <br />! (BorroMl <br />C <br />s• <br />e• <br />0• <br />r <br />e• <br />9' <br />a• <br />P <br />a' <br />7In- <br />4 (r0►) <br />r <br />0 ,/Y <br />_ <br />B' <br />a' <br />e.Ilr <br />e' <br />7 1/Y <br />0• <br />l' <br />r <br />a' <br />-" - <br />4 (TOP) <br />- - <br />e• <br />- <br />a• <br />- <br />e• <br />- <br />e•'- <br />--- <br />B• <br />-- <br />_tea?T_aMl <br />s (Too1 <br />--- <br />9 (MOMM) <br />6 (1OIi <br />a IpT,.-) <br />e'__ <br />n <br />- '-' <br />,r <br />e' <br />-- <br />a <br />- <br />-_. <br />rr <br />.+133' <br />.. <br />6• <br />____ <br />tr <br />- <br />,r <br />9• <br />_ <br />it <br />- <br />_GAGA... <br />Ir <br />B• <br />,r <br />- <br />., _ <br />i/2 <br />-- <br />4 (aonoiq <br />.-_.�... <br />nDt') <br />- <br />,s <br />- <br />Ir <br />1S " <br />- _ <br />.._._- <br />,r <br />U' <br />'is• <br />s 1 v <br />__. <br />,r <br />13' <br />- <br />+r <br />,r <br />_ <br />,r <br />- <br />Ir <br />_GAGA. <br />s• <br />- <br />Is- <br />a <br />1r <br />_ <br />,3 <br />— <br />1r <br />- <br />,r <br />1r <br />+r <br />- <br />Ir <br />_- <br />,r <br />N• -- <br />--- <br />1J• <br />Ir <br />--- <br />1J' <br />• <br />-- <br />tr <br />1a• <br />la' <br />-- <br />,a• <br />fY <br />_ <br />T <br />Ir <br />t3 <br />_ <br />- <br />fr <br />1T <br />a +/.' <br />11 1/a <br />--- <br />5 (BOTTOM) <br />a (COP) <br />a (Bar*'h <br />1r <br />-- <br />a 1N' <br />i]' <br />---- <br />a t/4' <br />IJ <br />a ,/4' <br />,] <br />- <br />- <br />q'- <br />--- <br />- <br />;3 <br />-. <br />- <br />1s' <br />_.__ <br />- <br />13 <br />.- <br />e 1p• <br />­Ir- <br />q <br />- <br />a ,/•• <br />IS' <br />.._ <br />- <br />1] <br />13" <br />i1; <br />' <br />IJ <br />11 1/2 <br />6 ij.• <br />- <br />a ,/•- <br />a , a• <br />w <br />- <br />- <br />- <br />tY <br />S <br />W <br />,0 1/2 <br />,r <br />r <br />,S' <br />Y <br />7 t/T <br />S ,/x <br />tr- <br />• tn• <br />1 FLOP) <br />>6'-e <br />1p <br />I4'-a' <br />1]' <br />i' <br />tr <br />Ir- <br />13' <br />a , 2' <br />1]• <br />a r/2 <br />• 1/7• <br />Ir <br />S 1 <br />1 (10P) <br />(BOTTOM) <br />>r-0• <br />To <br />0 _I.. <br />- <br />Ir <br />Y <br />- <br />U' <br />,Y <br />tr <br />0 ,j2 <br />1]' <br />' f i%r <br />10 ,n <br />7 1/7 <br />-13' <br />F' <br />1-Oio+TOM) <br />1Y <br />7 1/Y <br />Ir <br />1T <br />1]' <br />f0' <br />Ir <br />f0• <br />Ill <br />Is- <br />a 1%7G <br />,!� S• <br />.Air 7• <br />IJ'- ,:_..73• <br />3• <br />_ . <br />6--0•-r <br />N -TU'.- <br />11. a <br />- <br />tr <br />IS• <br />to t/2 <br />1J• <br />tar <br />Ir <br />r <br />9 1/2 <br />Ir�7• <br />I]• <br />9 1/7 <br />7In <br />10 1/2 <br />LJ !, <br />7 1/2 <br />Ir <br />la' <br />4 1/2. <br />6 1/2' <br />2 nOp) ., <br />2 (BOn011) <br />tr <br />a ... <br />fr <br />fr <br />fr- <br />B 1/2' <br />,r <br />B 1/2. <br />9 1n` <br />T• <br />a 1n• <br />2 (TOry <br />IY <br />7 t/r <br />fr <br />,Y <br />fr <br />t0' <br />fr <br />10• <br />I,'r <br />6 1/2. <br />2 mun,oM) <br />-IY <br />lr <br />9 ;/2 <br />1s• <br />9 IA <br />IO 1/2 <br />7 1/2 <br />;, <br />a ,nTOM) <br />7 1/r <br />Is' <br />_..__ <br />1!' <br />,J' <br />_.--_. <br />10• <br />tr <br />...--_. <br />fo' <br />___13F <br />,1• <br />is" <br />a 1/2' <br />J (TI <br />12 1/2 <br />Ia ./2 <br />\ I/a• <br />6 f/4 <br />2 In <br />i ,/P <br />- - <br />� <br />6 ,p' <br />a 1/4' <br />- <br />3 (BOTTOM) <br />_- <br />1 ,/2- <br />- <br />+t ,n•R <br />t/T <br />6 1p <br />9 I/a' <br />7!13 <br />,%2 <br />T <br />114• <br />a t/4' <br />3 IBOiTOMI <br />r <br />6 ,J2• <br />7' <br />3 1/r <br />r <br />A' <br />4 ,/Y <br />]' <br />6 1/Y <br />]' <br />• (EDP) <br />GAGS•. <br />a• <br />6• <br />- 7• <br />1' <br />B' <br />•' <br />1 In1/2' <br />3' <br />4 (TOP) <br />.-. <br />_. <br />_.. <br />- <br />r <br />-_ <br />- <br />_. <br />5 1/2• <br />- <br />-_ <br />7 1/3• <br />. <br />_• <br />-._- <br />4 (BOTTOM) <br />---- <br />0'-a•_a'..-r <br />_ <br />- <br />__ <br />_ <br />-,__- <br />- <br />s IJ2•,, <br />- <br />4 (BDITOY>]- <br />13•Is' <br />f/a" <br />,ra <br />,/?• <br />10 in <br />7 1/T <br />,Y <br />e' <br />S [LOP) <br />a (0017011)ll' <br />,�' <br />• 1jr <br />/3' <br />U'-- <br />13' <br />10• <br />tr <br />t0' <br />,/•3• <br />a T/2' <br />6 (,OR)v'�7' <br />fr <br />tr <br />13• <br />D ,n'N <br />9 1/Y <br />10 P <br />7In <br />,3 <br />6 In' <br />]' <br />o in" <br />1r <br />�.r <br />9s` <br />to• <br />Ir <br />;]' <br />to• <br />n•r <br />u <br />to I/i <br />i <br />r <br />, <br />r <br />7 I/r <br />a ir <br />,r <br />4 f2 <br />6 (0) <br />r <br />U' <br />ID' <br />13' <br />f In• <br />a t/2 <br />a 1/2` <br />ta' <br />a 1/2 <br />9 not')- <br />E 1/4' <br />a 1/1' <br />a f/C <br />f 1%4' <br />E .j <br />♦ IJP• <br />a (BOTT - <br />B 1/4' <br />e 7 e <br />eI/a'6 <br />1 e <br />t 1• <br />a,/•• <br />a 90rT,• <br />SCE SIM I I IOR APIC OR' 71Pr a SPAC44 FOR RhTAUATOM •TIC 11000 FRAME SU'LON1of. <br />,tMMIY 440ae SPACS" AND MINIMUM EDGE DISTANCE AN WOR' ,ED OH N.IS SCHEDUEY FOR f D <br />LEW THAN .oICATED ON SCHEDULE RE ANCHOR WICIN0 In MIAI,PITWG WWAO SHOWN ON <br />R K(XXE In THE FOLLO"4 TACTORS FOR MI$ OPERATION TO K POSSIBLE. REDUCED SPACU:O <br />f Lin M SP43NG WLIIGiD FOR TKH ANCHOR TYPE <br />Tf.MO ACIOI SrMLL MO RS MIUU Me,VY <br />ONI IRIS <br />ON IM10 tiC1eDME <br />1/4'. <br />, 4'. <br />i t <br />1 P• <br />ANCHOR rYK <br />dPM" <br />fYFtr <br />-x2t`4. <br />MMMC-AIM <br />ch.-M <br />MMNAM mmamo* VACMO p,L) <br />3 <br />3 <br />3 <br />t <br />1 In• <br />3 ITT <br />w9 um EOp k61Rf�6A p•') <br />3 <br />A "IF - <br />3' <br />" <br />A "n" <br />1 <br />O/IAAK: Mo.) BOa <br />3 <br />3 1/3' <br />! <br />AA23 <br />f/Y1R' <br />ACTLBL ®fl counE <br />F <br />I ../T. <br />DL <br />- <br />_.. <br />- <br />_... .__ <br />- <br />r - - <br />a.n _ <br />..ODD_ <br />._ _ <br />_. <br />a- <br />3• <br />008 <br />•1e <br />- <br />'�m <br />- <br />a- <br />1 1p- <br />- ...._. <br />Tao - _ <br />ICY <br />- <br />- <br />- - . <br />• SPACINGS ONLY VALID WHEN SPACER Q9 IS USED SEE � /1 FOR MAX. A.S.D. <br />DESIGN LOADS & MAX. PANEL LFNGTH5 WHEN SPACER IS USED. <br />TABLE!). <br />c <br />A.S.D. DESIGN LOW <br />MAXIMUM PANEL <br />LENGTH <br />40 PSF OR LESS <br />6' -6' <br />> 40 PSF TO 50 PSF <br />6'-2' <br />> 50 PSF TO 60 PSr <br />5'-IO- <br />A MAX. PANEL. LENGTHS ARE ON Y VALID FOR INSTALLATIONS <br />W/ SOLID SE7 ANCHORS & W/ SPACER AT 12 1/2' O.C. <br />I......Z"1111, <br />A..r!(!il' <br />P�lEa <br />, <br />:NN�.•' <br />•\,EN , '� '' <br />FLORIDA BUILDING CODE Non High Vetocll Hurrlcon° Zone <br />. <br />0.44167 = <br />"`00.Ir AC <br />�� <br />24 GAGE GALVANIZED STEEL STORM PANEL <br />oRAw. <br />*.: <br />* _ <br />* , <br />____... <br />P'/"6,r�° <br />_- _ ___._ .� ___._ <br />' <br />TOTE OTc " ' 2n- !> <br />-- ---' <br />IL�iwe ` <br />GLOBAL PROTECTION PRODUCTS, LLC. <br />- <br />�f <br />a4 CNMM[�11MV Cole-,-WWL. <br />,rya a. Rw w1M emna <br />FLIT.-1-� PM...... <br />' f� - <br />.aN ' <br />�'.,tiS' <br />Y <br />( 1' ,: ,B <br />OR)D <br />�S -4 <br />,1� <br />Mtn S• SI •19n <br />« 1331- <br />P1a1s Lw.1am, N3�rA41•p0)41'.. <br />- <br />20-175 <br />ONA IK, w. <br />"I, <br />NW3t GA i�AL1,-'I Pt, <br />IIIInto4•t� /aKNYaUIC/EAIT <br />m' �i_o- -_ <br />BFn a d's <br />AN -HORS (SET SECTIONS & ALTMNATW-, ON SHEETS 13. 14. 15 BIG) - ----- -_..__----., <br />3• MAX. R-tA/13. R-ZA/13, R-3A/E4, R-18/13, R-28/13, R-38/l4, r MINI. I <br />D.M., 2O . -I "w. R-)AW/15. R--2AW/15, R-3AVI All. I. I <br />--' . /. ON. -- <br />Q°r01� <br />--- - --- ---------- - ,- --- <br />0 O 0 0 0 0 0 <br />i--T-- --- I -- ...---' -------------�- l... 77 -_- --'( Tr'-�.'_--�--1 I <br />fI <br />I I <br />t ! i i I I 1 1 <br />Cf �� I I +1 .I( <br />-- -L T_ .._ L!7 <br />"e-20R7•S.SDOLTS W�,J31 _USG FOR PANEL LENGTH MAN01�1/-�" <br />OVER 7'-51 \ 1 PAR <br />E LENGTH <br />REGULAR STORM PANEL I REGULAR > M PANFl e'ER' a .4D 0, -40.0 p,•.l <br />",.[ IWOVERLAP <br />R AND <br />P T L ``7`;- - - - - - - L(D - - - - _ -b-. _ / OVE LIA PANEL LENGTH BOLT) <br />1 _. - --- ----------- ) <br />LIFE SAFETY STORM PANEL I 7'-6' B .50.0, -54.0 p.P.r <br />i 1 (W/O OVER AP MID PANEL LENGTH BOLT) <br />\,\`/�a I r,.. USE 7'-R' WN. PANEL LENGTH <br />GARS.,• { 1/a'R-70r {' .9H , `l''`Tl."rY3' AT ALL Moulam :� <br />~`-�• SS ROLLS W 1 <br />_ AI EA OV(RI� 11 <br />- <br />- _. _ n <br />- 4 0-- - . ,. - --I <br />- i L <br />I <br />____.. __.-I_-__- .. _-___. _ <br />' ((2) NOTCIIB5 W STUD _.(__. _- GAGA___.. ___-. __... ____. i e• <br />(�j LOGPoN O LIFE SAFETY - !� ' <br />IRJ. ( � - PANEL BOTTOM CORNERS 1- 0 I <br />1C/ I <br />i <br />-_...-GAGA__. - _. .--_.-._. `` . -_ _ _ .- <br />D.M., 3 , -LJ� - __---. __1 <br />° --- - - — -�P- - — <br />Or O - WINE; NUT AT CUTCDIAD WING NUT Al <br />3• MAx LFF1 PANEL idL S] ROM PANEL 3" MA% 1' MSTA.UigN$ UNLY VILID FOR WIND <br />I, MIN R-1A/13, R-2A/13, R-3A/14, R-1B/13, R-28/13. R-38/14, 1• MIN SPEED UP lD ,JO m.p.n. <br />R-LAW/15, R-2AW/15. R-3AW/16. R-1BW/15, R-28W/15, R-3BW/16. <br />- ANCHORS (SEF SECTIONS & ALTERNATIVES ON SHEETS 13, 14. 15 &16) ,/4' MAN CAP <br />SAFETY STORM PANEL (f) ELEVATION (t) <br />- scJUE 1/i.t• <br />1 REGULAR 2.f67 <br />IIPN O,LTOAP -1 WFBNf MYl£ <br />- STORM PANEL ( ,_ _ _.. _ /) � SIDIOI PANEL <br />- sr: - ,- -- - Px:r2= , - <br />H.HNIININ ,, <br />-. -- _- .. _ r__ _ __ <br />`�tERA FOAM .T <br />/4 tr / -� • �P� �!/: <br />LAw:. cAPv = \ pigs <br />L-...>,..m.:�-e-•-,< p ---. .:---- -�•A9e.- :,r_ TI11 <br />T: Q - .. • -AGAR , <br />LTC 1 I <br />*: r�rs� <br />LIFE PANEL * ,' <br />ttr FLORIDA BUILDING CODE Non High Velocity NUT rIcons Zon• <br />EXTERIO ',[••, ,to ID►• '"lk-,� 1po>o,p, ,.e 24 GAGE GALVANIZED STEEL STORM PANEL "I' <br />'^sS/ANI....%V�t�`Y.N` --- - �- —---------- ------ NwA n <br />1- - T GLOBAL PROTECTION PRODUCTS, LLC. p1^'/IoIR <br />�� / O I L E A I °SITE <br />SECTION A -A ���/% CLEF- n Npn S. TREE <br />SCALE 114•.I' A P M t ,MIN. «. 1))1N <br />[� - Uwr..,,-,>a HNW WI-.1.1 PHONE (•3N)s-1-. 1A (RS.X•A-An1 20-175 <br />PI SfALJSNAaSn.R[/GAR G-000e'1,e ,I„r- - ORAWWO •b <br />-L10 A TWXT .., PE w - II d fe <br />,._-_., n_ w r <br />I TALLLTI.ON L JA.LL�R-LLF_��AFE_i-PA — , <br />INTQ W000 JRUCTU <br />. R <br />i <br />----. _ _ _ _ . _ .._ <br />WOOD HEADER WOOD HEAD[R X ,m;, „EAUCR W17IXX HEADER <br />REOLnRCD REOURCD ,>C'�r'' •FCInPI;, KfOUINEO <br />ry <br />,J. TaPCON I--- ,1{ '/N'• tAPCON1. ,/4^A iAPCON 1J•'• }MIDI <br />ANCHOR • 1' 0 C - ± t" µl'HOR O 9' O C I ��1 µ[NOR O 9. O.0 I - ( ANCnrya O 9' cc <br />Ili 1 C � I <br />. I <br />- 11 'i I II -- I I MAX.4. �', I / ,1 ✓a• 11 . <br />AN. I - MAX_ - <br />I ! a• I w • 1 ,•' <br />i 11 1 ' MM � III I r 1 <br />I <br />- 1 T----1 I , <br />) IT I <br />1 a 1 I/N1-Im,• 11 I T I <br />IX,57 N 1 ,/.Y-n.,• n -%- I- aIT:TIs� tl I I/AY-2O,' R f <br />11�-JI to can IXTIT(vJ1 �♦ i Ka EAR W <br />GLASS p I A M IM- E�SNG_R I GLASS ♦' fr•'..=-:y:. a- Ia r CLAII " <br />a LL <br />,/ - I— I _ TU`N`R H aAX rr+' ` /' • 1 . - _ , i MAX n 1 tDaM oRR r�'1 N <br />n <br />1 - R. ._ PANIC LE7K1N It _._ E __- IL _ �. <br />R 1 f 1 p -. --` <br />I B 'Y" _ ( e (SEE ELEVAnCNN II 1 ( PANEL LENGTH R -- <br />I "i Apr. <br />ELEVATION <br />`' E- PANEL LENGTH 1 ON SHEEN It) __GAGA <br />' - it ____ _; .-. (ONESHER T 0 _T-` . •. •_ -f ; 1.. :� /1 (SET ELEVAII(XR t <br />11 ip.. -,, , II 1' M,rv. 1:� ON <.N[il 1I <br />NI ,. Mtn ,I I .. -T__ U- SEPARATION 1 n a -_="lit" <br />11 I' <br />1 I7 I I. Mn. � , _. 1 I P nJ G:AiS. ; (i i P I. MW. <br />R­ \l - SEPAfMT10N 1 Z.1� I <br />`. f TO GLASS' 1 L/2 ° TD BUSS I e• . 1 I TO GAT <br />ii <br />Fw I-5°459& -' 1, <br />EIO 1 -- FD FRS - 4�Kp, YKI !" <br />_. _ :-: f RaLn W <br />I,r`�.,1 I��, 2%.• WOOD • 1 3 - E,, <br />--- �A J PINE <br />1, [ 4 0 TAPCON I/e. TAPCON REQUIRED I/4•0 TAPCON 2•.4• WOOL <br />ANCHOR O 9. O C. ANCHOR O 9' O.C. ANCHOR O 9' D C PLATE <br />STAGGERED W/ STUD STAOCERiD W/ STUD I REOULRED �.. <br />I ) ALATE WOOD PLATE °O� <br />AEOUWED I Rr D1AREO I <br />1 <br />(../ <br />i I aCM <br />I 1 • ,MIX. <br />_x:�:-_ e. PANEL LENGTH <br />(SEE ELEVATION <br />ON SHEET 12) <br />ox I <br />CUSS 3) e" <br />I <br />1 <br />1 <br />1 <br />I aIF ... <br />i" s r <br />• 9 ,/E ac <br />I I/4•0 TA•CON <br />MCI" Oa'0C <br />III <br />ALTERNATIVE R-TAW ALURNATIVI R-i8W ALIERHA� ALTE NATIVE,R-29W <br />�_PESEULAR.. PANELS 1LLlii.3AEM-PAtiE1 4... PANELS Q 1JFL_ SAE ETY PANLL <br />LLMOUN Y1ALLcE 3/6 a.,�PHA TitZ "N'• SCALE 3/6.I1M <br />cy'. - CENg --.-V FLORIDA BUILDING CODE (h <br />tlU7E5 <br />} • .. <br />,. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN <br />- <br />PRESSURE RATINGS (Pe1 AND PANEL LENGTHS A< <br />)) <br />PER <br />'- * , <br />ELEVATION N SHE <br />E FLEV 10 0 EEf 12 <br />o'. <br />2 FOR NEW WOOD FRAME GONSIRUCTION; WOOD <br />, <br />O • <br />MEMBERS TO BE SOUTHERN PINE No W SPECIFIC <br />BE E N 2. / E C <br />DENSITY OF 0.55 OR EQUAL. <br />%y- <br />I .- <br />3 <br />, 44167 r <br />_ <br />-A <br />STATE _ ...- <br />T <br />S , <br />F(OR10p•.'' yyyy,I.I'-I > <br />I. .1A. , I <br />1F(gNl ,t ' w%Mt'O.TE <br />C0f0 naFn <br />..L [COIN . <br />1� c <br />fRL <br />w. LTIiOw,-� N ., 1n, <br />wIIII p,- rI, ,°t„w,rfw« anlPAn w <br />RRRR A fiCA-00 rl IA. "L. <br />•.T4) <br />­ „'., .­.,,, n <br />24 GAGE GALVANIZED STEEL STORM PANEL <br />.... A.. ,.A <br />1. <br />Awo In <br />L PRO TI P U GLOBA TEC ON ROD CTS LLC. <br />1 <br />Naoo 9r. sl XIII <br />nYE, n IIsfN <br />FWt1K col, -n4$1 Fm (106.I'se-en, <br />PI/I 1mram, <br />arc <br />20-175 <br />NYM,MP Nw <br />Y,F-,.I _ <br />/p _-.- <br />eILII 15 d 1R <br />4MAXJ1rtUM-.A,5.DA....DESUS.N..-PBS $IRE-BARRrt (D.s t,)_ANDS�4.RRE.$PC.tiDIN_S_IdAXLMWL.ANCHO,_.__5PAEINS <br />5Q•(EDU1L-F0R REGULAR STORM PANEL d) INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTIE$ <br />(VALID ONLY FOR PANEL(D INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) <br />L/AX AS.' <br />DESIGN <br />PRESSURE <br />RATING <br />(D • ,) <br />MAXIMUM <br />ANCHORS <br />SPACING <br />fOR LON <br />E.D. <br />PER SCHEDULE <br />BEiDW <br />nW11CAMF <br />RI "E <br />I <br />A ANT <br />C O�TX[71EIC'I <br />MAXIuu4 <br />PANEL <br />LL:NOTII <br />•L• <br />(R,) <br />NAX A.S.D. <br />DESIGN <br />PRESSURE <br />RATING <br />(P , I) <br />MAXIMUM <br />ANCHORS <br />SPACING <br />FOR <br />MIN E.D. <br />PER SCHEDULE <br />BELOW <br />'K P'`r/Bt•E <br />TO SECTIONS <br />F <br />t Arn <br />C TION <br />or THEM <br />NAN,M,N <br />PµEL <br />LDIG,H <br />1. <br />(R ) <br />TAPCON <br />- <br />SOLID <br />-Si <br />PANEUMITE <br />r YAtE <br />10 <br />PANELMA,E <br />PLUS <br />7AMNC-IMAM <br />CALK- <br />TAPCON <br />SCUD <br />-SET <br />PAIELAATE <br />PANEL <br />PLI75 <br />MATE <br />IASMC-NNLw <br />GAIN-M <br />ro <br />_ <br />ro <br />Ca ,[ <br />OIMTO <br />it <br />TO <br />TXe <br />TO <br />ro <br />m <br />,• <br />3 <br />Ir <br />Y <br />4 I/2' <br />m <br />1• <br />s <br />is- <br />+ <br />0 / Y <br />Ir <br />IXROO[ <br />1 3 <br />Ir <br />el n <br />aaHlOeR <br />Ir <br />, • <br />e x <br />/ <br />all erc <br />7 I n <br />n <br />s , /x• <br />m <br />u• <br />4 , / a <br />. 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EDGE wma AV INDICATED ON PA rDq=L FOR LD <br />LESS "" loulEo ON SCHMA: REa,JIt ANCHOR SPACMG aY MJL1BISIM9 9PAc71Al SHOWN ON <br />SCICOM W THE POLaaeO rAc,oRS For THIS OPERATION TO IK POSSIBLE. REODIO SPACING <br />OBTAINED LAIC FACTOR Sit EDT BE LL31 TWIN MINIMUM 1 &G NIN[At[a FOR SACK ARGHOR -E <br />ON OHO SCHEDULE <br />1J/'F <br />)/4•, <br />,/.•R <br />1/4'. <br />,/.•. <br />1/4•. <br />A1QN T11i <br />+APOIN <br />--MTniML,wR <br />M- <br />ZNN/.-HwAA. <br />GYR-W <br />Me/aeJM ANCHOR SPACING (IN) <br />3 <br />S <br />1 <br />A <br />2 1/r <br />2 •/, <br />Iff <br />m-IIAJ ImwaVe NtoH <br />... f:.---:1 <br />A I/Y„/'- <br />-51/2 <br />3'fr <br />. <br />ACIIIII EUOE O1n!5-._- D) <br />_ FACTOR <br />I .q' <br />]IY] <br />036 <br />oA,020- <br />- <br />_ <br />-- <br />- <br />1• <br />- !;�,* <br />OARS <br />n ", <br />- <br />I W <br />•• SPACINGS ONLY VALID WHEN SPACER IS USED SIX WEE 11 FOR MAX. A.S.O. <br />DESIGN LOADS & MAX PANEL LENGTHS WHEN SPACER IS USED. <br />- <br />TAME /l e <br />A.S.D. DESIGN LOAD <br />MAXIMUM PANEL <br />LENGTH <br />40 PSF OR LESS <br />6'-0' <br />> 40 PSF TO 50 PSI <br />6' 2' <br />> 50 PSF TO 60 PSF <br />5'-10' <br />6 MAX. PANEL LENGTHS ARE ONLY YAL1D FOR INSTALLATIONS <br />,,w7..•.11'./,N <br />W/ SOLID SET ANCHORS & IN �671 SPACER AT 12 1/2- O.C. <br />�vk A <br />�CEN •'- �s <br />tIIV'ii4 <br />FLORIDA BUILDING CODE (Non High VRlocl Hurricone <br />Zone <br />• <br />N4m "11,,f0o. R0 24 GAGE GALVANIZED STEEL STORY PANEL <br />y(,I,II <br />v:'-. <br />'�'STATE -�T'--'^� I L E C O ,Nc \ GLOBAL PROTECTION PRODUCTS, LLC. <br />w/n/2M0 <br />PAR <br />yO <br />a4�R1.}STWJr <br />TIn,Na . FNIiouit carAwi <br />s,,I" <br />at' u Wow 6-ea. n.w <br />1..-. 1--1 It, - <yT7 r1f-,MI AKIn (16N1MP-ieNS, IRK LM•)Ee•-125: <br />- <br />'.-aooen0 <br />20-175 <br />OA." N. <br />I. M Rrn <br />NA1910 <br />A.L" A ntn h. PE lu^- - - <br />n <br />wn HO d ,I <br />--­-.-----­ ,--,.----- ---- --­-­-----­-. <br />INSTALLATION DETAILS FOR LIFE SAFETY PANEL .1 <br />W-9- POURED CONCRETE ORCQ M-E BLOCK STRUCLIK$ <br />T/4.1 TAPCOIt EXISTING POURED I/ef IAPCOM EXISTING POURED 1/4•0 TAPCON CX•STING POURED 1/4-e TAPCON ((rDSnNG POURED <br />ANCHOR O 0. O.0 CONCRM OR ANCHOR 0 9. OC. CONCRETE OR ANCHOR • 9. O.0 CONCRETE OR ANCHOR • 9 O.0 iaNGREXE OR <br />CONCRETE BLOCK CONCRETE 8LOCK (.ONCRETF BLOCK ;,•• CONCRETE. BLOCK <br />REOUREO REQUIRED. ', NE.(AIRED. ':�;J, REWIRED. <br />* 4) 4�I 11 <br />). GAGA. h ' GAGE <br />T.. 11/4- i3' , 1I/a• L /x' L /.- 1/2• ,/4_ <br />. ��_T_. (A�X. I , ) �- MAX: I -F'�`- MAX IM - <br />1 ! I 1 .) ..1 1 <br />[�• 1 L'u• I I 1 EU• <br />( 1 I I <br />ij ; f J/ .i�• I 1 1��11 f/r 1 <br />11 I ON—ILPARAL' i II 1 I \V-'l� 9 1• Mo 1 <br />p I/.•. -NNE• kX1511( -/ Io cLAG vA'I•>p.,• ii i _ I�1 .-SO.I• rXisTB/,F SEPARATION - 1/.b-SOT• <br />EXITING IT I " n e GLASS N .../; I -ta o Er(TSTIg(,.NL T 5s•eoLrs r13, OL/55 d € SS AT Inn R <br />GLASS !' I II n1X Id Mat X f _ - A G CLAIM p J i' i 1CHadA LA" It 1 A u aR� <br />11 1 I Lam,Nm r-41 I I 11 , uPc fXp 7-ty <br />t' I i i 11 I . e i <br />II 1 1 1' M6K � 1 V MAX. NI , 1 •t• AAt p I I }•• MAX- <br />11 1 A LENGTH CC hl 11 1 LI II 1 1 PANE' <br />LEND b e' PANEL NkNG PEE E LENGTH PANf.I LENGTH <br />I <br />f' <br />.I (5L[ LLCVA,ION II ;` I (SEC CLEVATON _ /! -- i. (5fC EL <br />II I (SCE ELEVATION <br />f pI <br />p 1' Mn. 1 ON ELEVATION <br />12) II I 01/ SH[F1 12) ii I- M'.n 1 oM SHEFi 121 K 1 21 <br />N T <br />ON SHEET I <br />, <br />I i u r <br />It- SEPARATION -� I a I Ir srPArUSS I R 1�]�(j' I I <br />II TO ILSS I P j I L 11 f0 CLASS 1 E I 1 <br />I , <br />1 u Grp <br />1 ..+`_-_-GAGA I I 1' , X ) I--, _ <br />l i L/2 i 1 \J y2 i <br />0 1 0 e 1 If -3 I <br />I EJ• Y I EOM t E.O• I <br />1 r' I Io n U: 'I - I a C ,Jr OC I 1 . I 1 <br />1 K I cc -'r-J CO, 1 <br />3i 4' i• _E__j 1 )'. W. <br />JNI I _... I EO I „ E.5 .IDI Hj3/�N• ND. I EO wt Id2O[3a/V� . <br />A" 11 pLIS rA}0 • I0.rS POGO <br />e ,t I aC a t2 , at <br />I 1/4'e TAPCON iN I f'' I/4'e TApCON GHAT 1let, TAPCON /,. 1/4-e TAPCON <br />ANCHOR O a' O.C. ANCHOR O 9. OC ANCHOR O 9• 0.0 ANCHOR • 9. O.C. <br />EXISTING POURED CONCRFTF DR EXISING POURED CONCRETE OR EXISTING P0URfO CONCRETE OR EXISTING POURED CONCRETE OR <br />gACTRE'TE BLOCK REOUIRCD. -CONCRETE BLOCK REQUITED. CONCRETE BLOCK REOUIRLO CONCRETE W-M REQURED. <br />SECTION R-1A SECTION R-LI SECTION R-2A - <br />0 REWLAB.PANW. 4�JEE -5AFETT-A JLL 4.PECWLAR_PXA_NELS <br />W�LI. MOUNTINGS WALL MOUNTIN0 <br />SCN.r 3/6"- MHINHNH,,, SCALE 3/0-1• <br />- <br />RE SHEETS 15 t Is FDA ANCHOR[ <br />ANCHOR "ft <br />/4.e <br />/e . <br />1-f t SPACING ,OR w9TNLAYTONS INTO <br />- <br />S <br />IIMUY ..LION wmxw Ora <br />_ <br />3 <br />U- FRAME DR EPICS <br />YORYIM A1KtKXN SPACINGS AND YWNAN <br />s - <br />EDGE DISTANCE ARE INOCATTO ON Has <br />•1WYMrMM KIw (W <br />SCKDLEL FOR E.D. LESS THAH MOMAILD <br />ON SCHEDULE REDUCE ANCHOR EPMJNG <br />p, -p.P1 `.G_w._ .I. _. <br />aWH•, 0.1M 0L) <br />_-_- <br />3 <br />Q1 MULTIPEINf, SPACIG S"'M1 ON <br />SCIQO,Af BY IK FOL,OM"` /AC1014 <br />AMA OM m CEA) <br />gG7UR <br />, ,/7' <br />.. <br />FM MI6 OPE.MIpN 10 IN pDSSIOI, <br />REDUCED SPACWO O51.N(O NSIND <br />F.CTO, SHALL NOt K LESS TWJ: <br />1 Try• <br />.41 <br />.A*MYY WAFANO INDICATED FOR MI. <br />r <br />0. <br />ANCHOR TYPE DR THIS SCHEDULE <br />3 '/2, <br />ERA rll I <br />iA3eP� L\[[NSF. per, <br />NO. 441 = 67 _ FLORIDA BUILDING CODE (Non High Velocity Hurri_ Zon <br />*T <br />%% _ * 4RUT n"VoI. E.0 r.- <br />STATEOF ,'rt 3 24 CAGE GALVANIZED STEEL 5)ORM PANEL�er`(OR _��E 6rry7/amoS'-•..:_ - -' f I L E C O ,Ne GLOBAL PROTECTION PRODUCTS, LLC. p„z/ LORAL •LA2.+�'LtJ 211woa . Inle6 COMPANY OAK EtiIS»m.1N1H11111t„t . 4 d - - a,w <br />r..- 1-1 GH , ,. I UNI w, .a„ W.°K ta3.)eM-T3N3, rA fRS•Wm-•r4r 20-175 <br />`GANG tKH-... RE. ..Gimp-.-0n6n r AI , , - --- <br />INSTALLATION DETAILS <br />FOR LIFE SAFETY PANELT) <br />�� <br />- <br />IN O WOOD STRUMU-3 <br />rY"/ _1, <br />f-------- --I <br />%"i WOOD HEADER <br />RFOLNRED <br />I _ _W000 HEADER <br />REQUIRED <br />I .T ` <br />. I/4•e TAPCON <br />V - _- <br />1 4'e iAPCON <br />1 ANCHOR Ol/9. O.C. <br />-.. <br />HOR O(B�• <br />�O.f. <br />, , <br />_1 <br />i -1/2' 1 file <br />In• II/4. <br />(MIX <br />MAX <br />I <br />I I <br />I <br />1 7 2' I <br />1 <br />w I <br />1 <br />1 / Mtn. '., I <br />I <br />I <br />DI <br />L%1St1 I ;AT e0.,i 1 <br />4UL55�Ij <br />I f[ I I.R RIn a <br />Y n , O.TW,•J' <br />p1(ISM-' <br />I' ( DY IOIH RYO <br />EI-Irl, HI '`� 1 <br />I/ <br />II I IDLTH MBI r-47I <br />GI ASS N , <br />II \4 I <br />It i IL -MAX <br />I PANEL LENGTH <br />R N 1 'C MAN <br />LL - PANEL LENGTH <br />- -' -. - 6' <br />II I <br />0 (SEE ELEVATION <br />u I (SEE ELEVATION <br />ON SHEET 12) <br />,°, - / i-.. ON SHEET ,x) <br />II <br />_. <br />11 1 1 , <br />L <br />11 <br />I� 1• WTI I <br />11---SEPARATON..-- 1 <br />TO RLASS, �� <br />II I <br />- IT ' <br />,F I __ . <br />t• Min <br />1 �" 1 <br />II I <br />11 , <br />._ <br />II--SEPARAIIDN '�--F <br />e >0 GLASIL I 6' <br />-i 1 � Lj7 <br />i I __ <br />,- - <br />F 0 r n' 1 a O ITT eC <br />E,. <br />(, e I t/r aG <br />1 <br />: * 1 <br />" I <br />I <br />E� E_ I <br />EQ <br />= , --. _ _ I 1 <br />I..--... <br />_-._. <br />2'X4• WOUO. 1 <br />2%4• WOOL, <br />- <br />PLATE <br />PLATE <br />• I <br />REQUIRED , <br />1 I I/41e PANELMATE PLUS <br />KCOLARED <br />�4'• PAELAATE PLUS <br />1 I ANCHOR O 12 t/2. OC <br />ANCHOR O 12 1/2. O.0 <br />{ <br />ALTERNAIJYE.-9 " <br />ALTERNATIVE R-3BW <br />SL_RESULAR.PAKL S <br />!R LIFE SEA FETY-PANEL <br />WALL MOUNTINGS <br />.ALP )' i1((,;,%,, <br />SCALE 3/e-1 <br />✓,p 'I, <br />3AQ�'.• \ACENSF•' <br />No. 44167 - <br />FLORIDA BUILDING CODE (Non High Velocity NUT icons Zone), <br />"s <br />LC>ES <br />* : * e <br /><.:Gw •AncG Nc <br />24 CA GALVANIZED 5 Y GAGE GAL TESL STORM PANEL <br />rA. <br />1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. <br />DESIGN PRESSURE RATINGS (ps.f) AND PANEL <br />%'O'•. STATE OF �W" i _ <br />�P...• <br />90,f.. F(DRt�. '�� <br />- _ <br />-- <br />--- __.^_ _- <br />�� GLOBAL PROTECTION PRODUCTS. LLC. <br />I CO[ <br />°Mw" M' - <br />d/"dn10f0 <br />.TN PER ELEVATION ON SHEET <br />LENC 5 AS E ELEV 1Z. <br />7. FOR NEW W000 FRAME CONSTRUCTION: WOOD <br />- <br />- �� <br />'II''oi S/ON AL �•��I-e..�(J <br />N e <br />RT'•'° a [RWIIEIwP °°nPAIIY .etlo S a 3, nacl <br />- <br />PINE <br />IINhuHIMI•.t A <br />• N. - 4RL ,1rw MRO4 n MY oWRL n. 3J31• <br />PrIOIK NSW 1A. <br />2D-175 <br />MEMBERS TO BE SOUTHERN No 2. W SPECIFIC <br />/ <br />DENSITY OF 0.55 OR EQUAL- <br />{ Nr <br />E. (Rlfa)pe (R6nM•-A1Pr <br />w.A t-1.'11_- ppywl_InH <br />`, - <br />6wNwo - <br />Pr gAt/YChIT,wE/UAn <br />_ <br />pINnX • FELT A1.. 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