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JL__IILL� r [ 1 1 a I 11 11 FAIR 221_Lili2li.�� <br />END CLOSURES DETAILS F_QR INSTALLATION 114 POURED CONCRETE. <br />CONQUIE BLOQK OR WOOD �JRUCJURES: YALID EOR REGULAR. LIFE <br />RM PANEL (1) SMEMS <br />, <br />A� - _11 I <br />C, I I <br />�', <br />"'t "I � ___ ._= <br />"_ <br />,", - , - 1, -all X4) a 0 OR ZFZ� <br />� -- <br />- 2' . 3' . <br />- IT � 2*.4' WOOD FRAME so'. �003 * 3105 "_iA OR <br />_� <br />.. . -., <br />"', IARIES ALLO, CONT ALLII. <br />�., . ., - 5r, I&A.-I '� (�) & (@ A', RIE01PRED S-16 , <br />-, ANGLE VIRGIN, 1/4'0 . I 3/1" .1 <br />,� 11 A <br />.,. I 2 I/2- INICON 0 17' OZ. <br />, � _ , � <br />,�., - I I <br />, <br />"" ,J) - I <br />clt I , , 1A I �z 3­1 <br />=ON <br />I , ", 1/4'. . I 31,;!, TAPOOR - <br />R nu, 1, I '. <br />I - , IN 0 12, 0 � Ile f-f)- <br />REOURED =Tm .., *XH ,- �. - <br />4'. e.4' WOW FRAME "' L__ - <br />1 ­4 Or0 , W�, "� <br />- � REQUIRED ,., I <br />. �. _t�j <br />N W";" 11, - I � ,_;�= / � _- I .1 1�` - <br />I il�_ I I .1 � <br />� <br />$1 11, __1 <br />ow __.:,= ISO LOCATION _//7 <br />\ F 0 12' O.C. 1 2' 21 =* TO - <br />74 <br />. VARIES - �, <br />. . , 1U,1N,hm CORI, � <br />'A <br />- �) <br />, tr M­ W� L <,m <br />" . I i ug, I <br />S1, <br />11 4110' 3101-HIS. SHEE POLIRED CONCRETE, CORCMIF : <br />2 . x 4, x .174, III ht��­J­ - 'I T I META. ALOW, BERT PtAl I �� atom OR rw WOOD mome <br />1 , I I - t 11 <br />3f;1wx_1.I11 DIP", .� 2 il;I- \, ',� I 41- I,- I ,---\,� IT� -_ KOUIRED <br />I ,,, i,_ - - <br />500-TS AtLOY - 2' - 1 1/4' I <br />cow. AUA`_ AAKILE , MK`� <br />I .11 M /// <br />- - - - - j - CAP \--/ <br />I <br />I <br />I/e ! WLT, _e . A". M7r <br />, 12 3IOS­H 4 OR tow- ALAW <br />� <br />I,/.X*N.U,T- 1_4 A- ANGLE <br />CAR 9 , <br />� <br />SCALE 1/e-I' SCALE I/e-I - SCALE 1/0,1- SCALE 1/4'.1, <br />. <br />- - ------ - 1, � L, , I-, SOUD-SET OR CAL.1N <br />,,,, I <br />-,_.�� , A ,= PARETMATE _ <br />, <br />w�-� 3�,,� t__ __1 , -I" - - I <br />, , 1\ I , BOIC AT I <br />1.5x ,, ,-- ---(�S) ,(�) 0 jq O, mw nw- � OR <br />, <br />�� ,� OR 21w WOW � I SIDES; OF opum � =TImputs <br />, <br />­ - , T MIN, FANAF RIDMARED AS APPUCAW I 'it) & 11) -�� <br />!- - (MIN. PANEL ` C "MTRIL101-mm-44.1 VARIES <br />"' , <br />, <br />- .1 r", WOOO FRAME "` I T <br />3I, 1 <br />,'I I -1 I T & (9 � , <br />i OVERLAP WORD , "I I-` <br />� " - <br />, i I I <br />I <br />I <br />I <br />� <br />� <br />,", <br />1-1 -1 <br />I OPENING WNTTHI :,, , I tORCPSE REOURED I <br />I I " <br />1� C, �,4 1, 11. ­­ ­1 ­ I <br />- = " , `Z - - �_­, - <br />I OR 7'.4, WOOD rRAME ... i cu , ", _4 - , <br />- �� <br />�,j 1. <br />I' <br />,� 11 A, W. <br />I. . ,mm ,� <br />I v 1 /, <br />__ , ��E'�, 1'A' I / I I 14 <br />� _"�_'JV "I-,," <br />,,"":�: ��� <br />, w IZ I- <br />1 4 a 1(p oR4 _.,T'11 FRONT & <br />p <br />I <br />� I VARIES "A <br />I I ;=mll <br />, , RIAR PARAUJUL TO <br />I S. M­ - ;-- - END PANEL, <br />I <br />I X - BO. DISTANCE 17F17 - 77-jl�� 111-im <br />i I I I <br />=1 I <br />�_, 4 -1., ____ .j "11.1.441", <br />I - <br />1, _f f � / 1, <br />< 1. 1 ,/.�. - _111:17, ox.", ?� A. TQ �',, <br />- .&�m NR`N"` a <br />/ . SCALE 1/4'.1' <br />...... � .. /,' ��,, <br />='1.1v.IP <br />\�/ <br />NO.., ,�'O;�� 1, <br />\___/ 0 va� '..��t, V" FOR DIRECT MOUNT INSTALLATION ONLY At <br />44141.�*`VMA!S, <br />, I CERTIFIED PANEL INSTALLATION AT WALLS W1 <br />.� e I % <br />z . . <br />r , : No. 44167 , s. SURFACE LEVEL VARIATIONS WITHIN 3/4- 1 <br />= <br />. : . <br />* <br />= : <br />= � * - FLORIDA BUILDING CODE (Non Wigh VefocRy Hu 'cons Zonv) <br />f,ASE E (PLAN) CASE F (P � 1.$.. z vlp� <br />, .. a TIUSK INQ <br />24 GAGE CALVANIZED STEEL STORM PANEL OWN 0,; <br />1 k - . .,,� <br />1, <br />WALE 1/4--1- SCALE 1/4--l' At I - <br />- . , ... . , � ' <br />,,, - ---- I I L I E C 0 imc, \ GLOBAL PROTECTION PRODUCM LLC. mwl <br />I III RICO S . SI STREET <br />I . � <br />A�rr�. aw"L =1Aw)."_K"7 20-175 <br />pNCNL <br />1 ("qw-7SRI, Fw. <br />­1 - !-]-.I - 1_� <br />CA-COR"11 I _� <br />I,.t Sm/SGwLqv0,,TE oALIER � T&LIT I- P. , - I- M A I SAM a Otis I <br />V AAIII I . <br />- ______aqmLL%, <br />. <br />(VALID ONLY FOR PANEL (I)INSTALLATIONS AS PER ALTERNATNtS 1W THRU 4W, ON SHEETS 0 & 7) <br />Nw. &S.D, <br />DESIGN <br />PRESSURE <br />RATING <br />(p.0j <br />MAXIMUM ANCHORS SPACING FOR E�D. - AS SHOWN ON SHMS 6 & 7 <br />- <br />APPIJrUE <br />ALTERNATIVE1 <br />III & ANY <br />COMBRARDIN <br />Of' TRW <br />MAXIMUM <br />PANEL <br />LENGTH <br />v <br />00 <br />T-0 <br />TAPCONI <br />LAG SCREW <br />PANOLMATIE <br />FEMALE 0 <br />PANELMATE <br />PLUS <br />WOOD BUSHING <br />- <br />,-- <br />F7-I- <br />Is- <br />is- <br />IT <br />". <br />1W (top) <br />____L3_! __ <br />Is- <br />s <br />- <br />Ir <br />- <br />Is- <br />- <br />13:-- <br />- __ 3" <br />IW (BOTTOM) <br />& 1/,, �-- <br />­7 _1/2� <br />I, I/2" <br />___ <br />e Ile <br />__ <br />0 1/2' <br />2W COP) <br />­.- -­­ <br />- <br />...­ <br />- <br />__._____1_____­_ <br />_­___ <br />6 Ile <br />---.--,- <br />,2 112- <br />_­__12-722!1�4�', <br />- <br />t2w _211 <br />- <br />T-Gr <br />OR <br />a. <br />----S,:,--- <br />- <br />a- <br />8. <br />8� <br />- - <br />rw <br />LESS <br />__8_,_____W____ <br />—e ------ <br />I <br />s!! <br />- <br />+45. - <br />OR <br />LESS <br />___i3=___ ---"---Ik-- <br />. .. .... _____ <br />is" <br />,-,--., <br />I is" <br />1:� <br />-,-----,----,- <br />IT <br />- .--- <br />T3 .� <br />-­­;I�-­ <br />- - <br />IF <br />- <br />� "" <br />1j;­ <br />�m_ <br />j <br />ow,u) <br />I <br />13, <br />13, <br />13' <br />13" <br />8 1/2, <br />1W (TOP) <br />- <br />w <br />-5- <br />13, <br />- <br />3: <br />) <br />�w wn� <br />L <br />_'_i -1/2- <br />____iT_ <br />6; Ile <br />I Ir <br />_____L _. __ <br />6 I/2' <br />__._�L_ <br />__�� ,/�2- <br />2W (TOP) <br />- <br />__ <br />- <br />- - <br />IS I/e <br />- __ <br />1 12 ve <br />6 1/4. <br />2* (pm_.) <br />�5­0­ <br />__�=IF__ <br />- <br />6 1/2, <br />1 5 Ile <br />- <br />- <br />30 VOP) <br />14 TO C <br />'- <br />_­; -1/2- <br />____!i__,::7 <br />4 1/2* <br />7" <br />7" <br />,- <br />3W (0011040 <br />10 Ije <br />-9 Wi _­ <br />- <br />1��_ <br />__ <br />te <br />- <br />1�z <br />Of (TOP) <br />,-,- <br />I 'F-F- <br />- <br />13, <br />_­�� <br />- -_ <br />- - a t/e <br />- <br />14W (90 <br />--- <br />1* SEE TABLE #1 FOR MAX A.S.D. DESIGN LOWS At MAX -PANEL LENGTHS WW-N SPACER g is <br />USED, CORRESPONDINO ONLY TO ALTERMTE 2W ON SHEET 6 I <br />MAX, A,S,D' <br />DESIGN <br />PRESSURE <br />RATING <br />(PAJ,) <br />MAXIMUM ANCHORS SPACING FOR EA1 - AS SHOWN ON SHEETS 8 & 7 <br />'%' <br />­­ <br />Aar,,N <br />OF If" <br />=,U <br />LENGTH <br />.L* <br />("') <br />TOWN <br />LAG SCREW <br />PANELVATE <br />FIDMALE 10 <br />PAIRE-TF <br />PLUS <br />WOOD BUSHING <br />IT <br />Is' <br />I r <br />13, <br />I* (TOP) <br />- - - <br />I!F- <br />--13* <br />IT <br />IT <br />- <br />IT <br />- v <br />,W WITOM) <br />- <br />__ 6 I/e__ <br />- <br />� <br />- <br />6 - Ile <br />- <br />- <br />a �/_i__ <br />e i/e <br />_____ <br />- <br />6 Ile <br />12 1/2' <br />_____ <br />BF--- <br />6 Ile - <br />0 I/-' <br />,-------- <br />- <br />� <br />2* Lon- � <br />7W (WIT.1 <br />, - , <br />- <br />�� <br />6'-O' <br />OR <br />LESS <br />I , <br />a' <br />,_�i <br />___ IF-- <br />----W-- <br />­­EF­ <br />----- <br />!, <br />>+45. -46 <br />To <br />.75, -75 <br />I '. <br />--.--I- <br />,I;--.-- <br />_��­_­__ <br />­_ <br />ls�___ <br />3 <br />__.___i.L_,_______i__1_­ <br />I Y <br />____ ." -,- <br />". <br />_____ <br />____ I r <br />--- <br />13, <br />R___ <br />:� � -1) <br />IT <br />". <br />". <br />IT <br />1w <br />1W (w) - <br />- <br />I r___ <br />5L <br />T <br />IT <br />5 Ile <br />tw (BOTTOM) <br />6 Ile <br />� ____L _. <br />6 1/2' <br />----!---- <br />a 1/2* <br />6 1/2, <br />Ile <br />- <br />TOP <br />2w( ) <br />__ ___ <br />- <br />. - <br />- <br />-.-- __ <br />__ <br />1/2' <br />-.1- <br />6 1/4� <br />- IBOTIJI) <br />>b:_v, <br />__ <br />4 1/2�­ <br />- 51 <br />__U/_1lL_._ <br />7 I/,-- <br />__�,_. - <br />7 Ile <br />- <br />- <br />3w (TOP) <br />TO <br />17,-v <br />- F_ <br />-5 -I -/2* __ <br />'. __ . <br />- '. <br />­ - - <br />sw mmom) <br />IT <br />---U-7--r--13�- <br />,__­ <br />5 1/2' <br />____ <br />4W (TOP) <br />I <br />1 's:-J- <br />-In_,,.__r <br />is* <br />- - <br />I 12r <br />I ,�;----- <br />­To,,4W <br />-MMVM). <br />j <br />ISEE TABU #1 FOR MAX� &S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER �3 151 <br />* USED, CORRESPONDING ONLY TO ALTEWTE 2W ON SHEET 6 <br />u" <br />at i& . <br />- <br />- <br />A.S.D. DESIGN LOAD <br />____,___"_____ <br />M&WUM PANEL <br />LENGTH <br />40 PSF OR LESS <br />1 <br />6-0- <br />> 40 PSF To 50 PSF <br />- <br />1'-2- <br />1 > 50 PSF TO 60 PSF <br />____!I:l O" <br />____j <br />4 MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS <br />W/ PANEL MATE aAALE ID OR PANEL MATE PLUS <br />ANCHORS & W1 " �P <br />,*fi!i1At�,,Q_ 1/2- O.C, <br />INSTALLAJION DEIAILS FOR UFE $A —FM PANEL (D <br />INIQ PQUEEID PONCREJE Q8 COMPRETE 8L0.9X STRU-PTURES <br />Ile* TAmOII___ _ , "THD ERIC 1/4*.twC(n___, _.--=WOWW <br />MCI" 0 0 O.C1 I -patifew.po. ANCHOR 0 0 QC. a. <br />� RM BLOCK �, CONCRETE BLOCK <br />REQUIRED, , REQUIRED <br />, <br />i -,,-I,, - � <br />. � � <br />I I- _ . - <br />,� -011 <br />', C21 <br />�� All", , � 2 i <br />'L� W... <br />%WL LENGTH <br />Mf� atVATI <br />IN SHEET 12) <br />E O - �_,,�,�, <br />it <br />0m; I <br />�" <br />NCTREMIR' � �,, <br />� ", <br />4- <br />1 _@ <br />CONCRETE BLOCK <br />REQUIRED <br />'A' I <br />ovyr - <br />_ _­1 ... <br />� ; <br />" <br />- , <br />- -- - -- I- -- , I <br />'IT I <br />� ` � <br />''I <br />__ - I <br />* <br />, <br />I/4's P q � %t5 <br />- <br />IRMLS <br />ANCHOR 400, 2 Ile )C� sk <br />SEE SHEETS IS & 16 FOR AHC�M -1fPO * SPACOIG ACR <br />INSTAUATRAIS INTO WOOD FRAMIE BUI1,10109, <br />MINDIUM ANCHOR SPACINGS NAG AIRRAW EDGE DISTANCE <br />ARE mmm ON THIS SONE044E, "c" cal LESS THAN <br />INDICATED *I' SCHEDULE RMUCE AVCHOR SPACN% BY <br />OULTIPL"C 9pxm SHORN ON SCfA:DUUE BY THE <br />FOLLOWING fACTORS FOR TAG OPERATOR TO BE POSSIBLE. <br />REDUCED SMOC OBTAINED US04 FACTOR SK14L HOT BE <br />LESS THAN ARNIOU10 SPAC*I INDICATED FOR LAW ANCHOR <br />rm ON IRS V10MLL <br />I/e. <br />Atic"011 "K <br />- L---- <br />-_-L/_"'�__ <br />M2.""` <br />UP=- <br />I <br />WMAX RICK* vmm Ow.) <br />i <br />3 <br />%-RRA p') <br />2 <br />3 <br />MAM-0,I't Z;;;W�U <br />- <br />" <br />3 1/2 <br />AmwL WK own V.w <br />RIAM <br />I Vr ___ - <br />­ - _ . .. ...... , � <br />on <br />� ­ ­1­1_1 <br />- <br />I—- - . <br />- ­­­1 2 �/r_ -Ll-'-_ <br />Do, <br />- <br />--­j_­ - L <br />3* �­.__­� <br />__ - __ - ___ <br />. - <br />------,. � <br />A V2, <br />- <br />- <br />E <br />I <br />11111� "10 VIP , <br />CONIC. - - <br />CONCRETE OLOCk <br />RIDOUIRED <br />1/4-0 FANEUIATE Ll_�A <br />ANCHOR (BEYOND) <br />WAU MQUNTIN <br />SCALE 3/0-1- <br />I <br />I I I ILI WX <br />I A 6* PANU LENGTH <br />1 ; v= <br />PT'O. <br />I - -,-- - ') <br />I - - � <br />I <br />! I <br />I- __ I <br />I <br />� __,01 � � <br />i 6' 1 <br />1 <br />1 <br />i - '� <br />A ___ I_ 4 5) � <br />1 OnIA,tt) <br />I <br />; '0­­ , 1� _­ � <br />- <br />., <br />�-1:("1107m;a - <br />K-AmIg4w-vii-b-A m-A <br />(VAUD ONLY FOR PANELOT INSTALLATIONS AS PER SECTIONS I THRU S, ON SHEETS 4 & $) <br />MAX, A,S,D, <br />DESIGN <br />PRESSURE <br />RATING <br />(P-0 <br />MAXVA <br />ANCHORS <br />SPACING <br />FOR <br />MIN LO, P" SCHEDULE <br />BELOW * <br />- <br />AP= <br />To <br />41 Awl, <br />WAVUV <br />PAW <br />LENGTH <br />v <br />(to <br />M,M ASM <br />DESIGN" <br />PRESSURE <br />RATING <br />11, fr.�,,) <br />MAXOAUM <br />ANCHORS <br />SPACING <br />FOR <br />MIN ILM <br />PER SCHEDULE <br />- I <br />BELOW 4­­­ <br />I—- <br />APPLICABLE <br />TO SECTIONS <br />I A. <br />OF THEM <br />MAXIMUM <br />PANEL <br />LENGTH <br />v <br />,,,, <br />- <br />TAPODN <br />SCUD <br />-SET <br />PANELMASE <br />FEMALE <br />O <br />FAN11AMITE <br />PM <br />11-1­ <br />ZAM4C­NAIUN <br />- <br />CAIA-im <br />TAPCON <br />SOUID-Sut <br />M'. <br />TO <br />I PANELMATE <br />PLUS <br />MAC-NA1 <br />ZAWC <br />_N <br />AUN <br />- <br />-tN <br />:0.3m <br />TO <br />= <br />to <br />00"CREEL <br />To <br />'ORkry, <br />At <br />To <br />,IaI, <br />Ir <br />To <br />G� <br />To <br />CoNAKETE <br />10"KAM <br />i <br />CosIa, <br />I <br />�-nEr� <br />10 <br />cmmm <br />TO <br />Ojw <br />To <br />- <br />,,&, <br />I <br />'a <br />�111 <br />v <br />CONCRETE <br />To <br />I 0%. W <br />TO <br />C mc mAmt <br />10 <br />.45-45 <br />OR <br />Las <br />— <br />is I <br />IT <br />ty <br />I 1. <br />13, <br />1 IT <br />13, IT <br />13, <br />IT <br />Ir <br />fr <br />I MO) <br />w_r <br />OR <br />- <br />.45, � 0 <br />I'D <br />-01-55 <br />I <br />L-L <br />IT I is, <br />". <br />13^ <br />1 r <br />IT <br />� <br />17 <br />- <br />is. <br />13' <br />11 1/2' <br />1 ITOP) <br />I <br />W-61 <br />OR <br />ass <br />I <br />- - <br />1,F- <br />-13---13-�--i-i;- <br />""" <br />IT <br />T <br />Ir <br />is- 1.1- <br />IT <br />13, <br />13" " <br />- IF- <br />I (BOTTOM) <br />__ <br />Is' ', Ii7 <br />Is- <br />IT <br />Is- <br />Is- <br />1 <br />tr <br />13, <br />IT <br />11 1/2' <br />1 (BOTTOM) <br />Is- <br />IS- <br />- - <br />13' 13; <br />Is- <br />Is- <br />� <br />I r <br />- r <br />2 (TOP) <br />IT 73, <br />- <br />13* <br />-is <br />13* <br />13' <br />'Is- <br />_IK-L <br />- <br />ti�_ <br />IT <br />(TOP) <br />_js�_ <br />IT <br />- <br />41­ <br />- <br />- __ <br />__L_1L_ <br />IT <br />__5,;,_ <br />- <br />- <br />_23:_ <br />ly <br />_�r­ <br />i2 1/2-12 <br />_1�:_ <br />is' <br />I _r <br />1/2 <br />_131_ <br />137 <br />- <br />`- <br />ir <br />1/,w <br />- I <br />F� <br />- <br />Iw <br />_­�F_ <br />Lr- <br />G 1/4' <br />w IF <br />­f3__,_53;_ <br />___ <br />12 1/2'12 1/2' <br />- <br />Ir <br />- <br />IT <br />1-31 <br />- <br />- <br />Ir <br />­13, '' <br />- <br />6 I/e <br />_2�_ <br />IT <br />0 Ile <br />i (BOTTOM) <br />_v__) -I <br />.1 <br />3 (BOTTOM) <br />Is- 13' <br />- <br />Is- <br />Is'-- <br />Is*- <br />IT <br />. <br />,3--tr <br />LwalIq <br />- <br />13, 13, <br />Ir <br />13" <br />IT <br />13 - <br />, <br />, <br />13' <br />13* <br />ir <br />13* <br />1 r <br />11 1/213 <br />(TOP) <br />-- <br />- - <br />- <br />- .1 - <br />12 1 /e <br />____ <br />6 1/4' <br />- <br />6 1/4' <br />-_ <br />- <br />12 IP* <br />- <br />12 1/2' <br />- <br />- <br />-_ <br />- <br />- <br />6 Il., <br />- <br />0 Ile <br />- <br />3 60rom) <br />'. <br />'. <br />a, <br />'. <br />IT <br />- <br />IS- <br />r i 0, <br />Ir <br />- <br />I 1. <br />____ <br />EI- <br />- <br />7 1/2' <br />4 (TOP) <br />1. 5 Ile <br />- - <br />8* - <br />- - <br />- , 13 <br />-13 - -�.- <br />T _*, <br />- <br />". IT <br />--- --- <br />13, ,3. <br />__�:_ <br />" <br />----T,---- <br />Is' <br />- <br />IT <br />Ir <br />- <br />-_ <br />'. <br />--I <br />Is. <br />__ <br />I�i/-,_ <br />ly <br />Is. <br />I . <br />9" <br />----- <br />IT <br />__ <br />12r <br />- <br />1s7__ <br />5112, <br />- <br />_­­1 <br />13, <br />__ , <br />is, <br />_ <br />IT <br />,� <br />-"--- <br />Ir <br />- - <br />is, <br />- <br />7 ,/2' <br />­--l- <br />13" <br />-_ -_ <br />13" <br />__ <br />. <br />0. <br />- - <br />­18 ___ <br />is, <br />-_ <br />13, <br />__ - <br />IT <br />67 <br />__ <br />- <br />- <br />J�F <br />_____ <br />tY <br />- _ <br />". <br />'. <br />___ <br />___B�­ <br />Is- <br />-, - <br />� 13' <br />__ <br />is' <br />'. <br />- <br />- <br />___ - <br />It 1/2' <br />___ <br />11 Ile <br />__ <br />�11 1/2 <br />' ' <br />W-CIFF;)- <br />- <br />4 (BOTTOM) <br />­­____ <br />5 (W) <br />--- <br />5 (EMMM) <br />__ <br />5 COP) <br />-, <br />r <br />­­ <br />Is- <br />- �F­ <br />� 13* <br />__ <br />- <br />� ,___1r7,___it___��; <br />Is- <br />_i�i_ <br />a, <br />-13F_-IT <br />__!S1_ <br />- <br />- Ir <br />1. <br />_!�:-Lir- <br />, <br />'i_L13/i4S <br />1 13' <br />__13� <br />ILIJ� t 7­ <br />I 3 <br />_,13, i-le <br />E.- <br />'r I IT <br />_L3:­Lj!L­ <br />__�!K___ <br />11­Q�­­­---- <br />- _in__i_ <br />Ur _ <br />--!�:­ <br />- <br />S1 - <br />_ _13' <br />.- <br />-­-'�:­ <br />'. <br />.----,--- <br />:r <br />_L --r! <br />13' <br />__ <br />- -Ir-" <br />- <br />51 <br />is, <br />- <br />13* <br />-,..- <br />- <br />4 mariomo <br />5 (TOP) __ <br />5 (BOTTOM) <br />- <br />6 ITOP) <br />- <br />- - , <br />_ __ <br />- .. <br />- <br />,6 t/4 - <br />- <br />- I <br />__11 <br />i Ile <br />_�,_3"i.finj_!Y_ <br />/ <br />- <br />- <br />__ _­ <br />- <br />� ­ <br />- _T6 <br />-"-r'r <br />- <br />I Wo <br />I iz;lro <br />__ <br />- <br />��A <br />- <br />- <br />$1/4- <br />6 Ile <br />Ile <br />- l - <br />- <br />- <br />6 T/4- <br />6 I- <br />-- <br />Ik <br />13* <br />13' <br />13- <br />- <br />T Ili' <br />IT <br />8 1/2' <br />9 1/2' <br />6 1/:�' <br />IT <br />iS <br />>V-a- <br />TO <br />9'-G* <br />IT <br />1. <br />IS- <br />Iotewr__4� <br />-7r <br />is' f I' <br />7 1-12 <br />5 1/2 <br />13' <br />4 1 <br />�§`-v <br />TO <br />14,-V <br />j <br />IT <br />__ <br />1. <br />IT <br />- <br />11. <br />__ <br />_____ <br />I* <br />is' <br />' <br />9 1/2 <br />__T__ <br />13 9 1/2 <br />__ - <br />�G �/2 <br />-5- <br />1/2 <br />----T-' <br />IT <br />I� <br />i (BOTTOM) <br />- ___!�_ <br />1,3- 7 Ile <br />_iT a- , <br />__73 <br />-IZF <br />- <br />: r <br />:I- <br />F_ <br />3" <br />- <br />IT <br />_�_37_ <br />-'- <br />10" <br />_fi'/­F <br />IT <br />--T3";,- <br />­ <br />10' <br />-0 Ile <br />1'. <br />0 Ile <br />" <br />B` <br />I , <br />1 6 1/2' <br />I - . <br />1'. -4 <br />- <br />I _�_ <br />1�2-4il <br />. <br />i _. <br />(BOTTOM ) <br />jj5j;j7 <br />Ir <br />- <br />IT <br />.---- <br />13, <br />' <br />I _�j _ <br />- <br />' <br />� <br />e <br />_'�_ <br />7. <br />'T <br />__ <br />_!3�__ <br />I <br />___ <br />L3L - <br />IT <br />0 I/- <br />!__ <br />Is- <br />- - <br />IF <br />L' <br />3' <br />3L. <br />1- <br />S_ _ <br />Ir <br />T__ <br />-_ <br />I <br />r7' <br />__I _ <br />9 1/2 <br />-i ­T/? <br />I 1. <br />__IL4 - <br />I" - 9 -I <br />- <br />�F __ <br />� <br />11�_�_ <br />7 1/2 <br />1/2 <br />10 I <br />10 I <br />55 1/2 <br />--- <br />7 112 <br />I 2 <br />137 <br />- <br />-,- - <br />11. <br />__ <br />tr <br />, <br />4 1/�?' <br />-i -1/2- <br />-_ <br />i Ile <br />2 ODM <br />_� - <br />i"Twlfomi <br />-_ <br />-A'"(TOP) <br />- - <br />Is;-- _�_,/ <br />_ ---t <br />13, 7 I/r <br />IT - <br />Ir <br />1-- <br />'SE <br />I, <br />13* <br />ff <br />-- <br />is, <br />__ <br />13" <br />IQ* <br />- <br />TV. <br />IT <br />_i_ <br />,� <br />10' <br />-,-. <br />. <br />1. <br />-L'-'., <br />- <br />11 <br />B� <br />L 8' <br />., <br />a, <br />1 <br />- <br />. <br />1-3 * <br />is' <br />T <br />q <br />- _. <br />1/2 <br />_q <br />�� <br />6 1/2' <br />f <br />� <br />, wrmm) <br />- <br />� <br />3 CRIP) <br />I <br />I <br />- <br />It -�2 <br />- <br />'/e <br />i I z <br />B ,/e <br />- <br />6 lee <br />- <br />-_ <br />- <br />-_ <br />I IL4j± <br />3/e <br />3 (BOTTOM) <br />-, -_ <br />- - <br />- <br />.- <br />- <br />6 Ile <br />6 Ile <br />- <br />3 (BOTTOM) <br />7 . <br />�� <br />8' <br />- <br />3 1/2- <br />_ <br />. <br />.1 1/2- <br />8- I 41 <br />_ <br />4 1/2* <br />'. <br />6 1/2"� <br />3' <br />4 (TOP) <br />-.- <br />? I r 3* <br />--w- __ - <br />"' <br />9' <br />-0�-r <br />! _!�_ <br />_- <br />_,_n. <br />57 <br />f __!�__ <br />I - <br />__!�_ <br />8' <br />_.!:_ <br />- <br />4 Ile <br />0 1/2-1 <br />3 I/e <br />- <br />6 Ile <br />7 Ile <br />T <br />--- � <br />- <br />� �GP) <br />_____ <br />A COWTOM) <br />fl; � <br />__;3;_ <br />___n_ <br />..... <br />- <br />- -7- - - <br />'. <br />_74�_ <br />­ <br />- <br />-1 i: <br />__ <br />;_ <br />'. <br />__ <br />IT <br />- <br />I/ 2' <br />S* j - <br />__ <br />3- 2 Ile <br />5 Ilr <br />__ <br />r <br />!-a Ile <br />- <br />__ <br />7 1/2- <br />7 1/2' <br />--.--- <br />-T <br />- <br />__ <br />aI <br />A (SOT") <br />____ <br />r, (TOP) <br />I <br />-qT- - , <br />I.,. a I <br />- <br />I <br />, � <br />, <br />I C, <br />,� . <br />, 'o <br />__,_ <br />-, <br />�� <br />- <br />6 1/2 - <br />IS CMW) <br />13. <br />- <br />, <br />I <br />is' <br />f 0 "I/�V <br />------ t- <br />11s' �'.� 0 1/2' <br />10 1/2' <br />- <br />7 1/2' <br />_'. <br />t: T <br />� �1: <br />_JM__j <br />M ) <br />I -1. r <br />" , " <br />1r <br />ir - <br />�t <br />; <br />'a, <br />- <br />4_1`/_,!J1_:/;i <br />__L _ <br />Is- <br />i_1,7F <br />- <br />` ') <br />-, <br />t r <br />- <br />r <br />_11L�_L3�_ <br />- <br />I'. I <br />I <br />�_r­4-_!�:� <br />7 r <br />W/ <br />- -11 <br />11/s <br />, <br />i5 <br />- <br />� ,� <br />is' <br />13' <br />- <br />13' <br />. <br />. <br />liv <br />�'T' <br />§ <br />- /, <br />-- <br />" <br />I— <br />i M), <br />�=� <br />__ <br />T',7, <br />+. —v/A, <br />—,_,,� <br />_� <br />2; <br />iso") <br />- - <br />a Ile <br />6-il7v <br />--I,: <br />- - <br />, I ,� <br />, <br />- — <br />- <br />! _jd.4L <br />-,,,, <br />6 1/4 - <br />,,i-) <br />6 (WIT - <br />" , ,;;) <br />su sNw it mp Amonow Ti-PE & srAcwo FoIt wi,AjAmows Am wow tww wtowus <br />, MINIMUM ANWOR SPAW" AND IMNIMILIM EDGE IRSWICE ARE INDICATED ON THIS SCHEME FOR ED <br />LESS TWA INDICATED ON SCHEDLILE REDLICE ANCHOR SPACING 91 "IVALY140 SPACING SIONN ON <br />SCHIEDIALE w TME FOLLOWING FACIDA& FOR THIS OPEROKIN TO BE POSSIBLE, REDUCED SPACING <br />OCIN,AGA U04 FACTD* Z,ftl. Nor HE LESS THIN WHIMLIM SFACAAKA MAQATED FOR EACH ANCHOR IYPE <br />04 THIS SORIONAL <br />I/ei <br />110. <br />I/.% <br />'14-4 <br />1/4'. <br />--- <br />1/4-# <br />ANCHOR M <br />- <br />IAIICOA <br />- _____ <br />vmxzm�_Sv <br />, <br />- __­ <br />FUNNA" 0 <br />�. <br />jrm� <br />PUS <br />- <br />, - ­_ - <br />amx_iK <br />_jFNj�M MOM -$PACWC (�) <br />3 <br />3 <br />3 - <br />3 <br />[ a V3 . <br />-!-I--" <br />mmmm Opa XONIAM 41) <br />, I - <br />� If . a <br />E <br />T. <br />3 <br />_,�_-­/2+1L_11'5 <br />* <br />- <br />o1m,mm (m) <br />I <br />3 'If- <br />I 'A�_ <br />41 <br />- <br />AMUIL ISM DISMICIE (M) <br />FACTOR <br />__ I I/r <br />____ ____ _­__1_­__­ <br />.1m <br />� - -- <br />- <br />__1. - <br />- - <br />-­­­ <br />­­.- I - <br />" I <br />� ­ -J.?K <br />;7 ___ ___ <br />"I <br />- - ­; <br />__ - <br />.___1__.__ <br />- <br />- <br />- <br />mw <br />- --��- <br />---__ - ,. <br />I ­ 3 1/2p 1 <br />__ �- <br />I 1-j- <br />__ <br />1.60 <br />I - - <br />I <br />__ <br />SPACINGS ONLY VAUD IS USED. SEE ILE MAX, A­5�D. <br />I- t�wmf I <br />DESIGN LaADS & MAX, YMEN SPACER U#IEDDR <br />- , is _ � <br />-, - - __ - <br />i <br />I <br />I <br />'- .' <br />�� WNW <br />D.W(j), I I. I <br />(�)Q,q)� --- �7_ - - <br />1=, a 1 a <br />I'll <br />AS.O. DES" LOAD <br />"I � <br />mamm PANEL <br />LENGTH <br />. <br />40 PST OR LESS <br />61-87 <br />> 40 PSIF 'TO 50 PSF <br />6'-2- <br />1 �O 60 PSF <br />5,-10, <br />A MAX, PANEL LENGTHS ARE ON§ VAUD FOR INSTALLATIONS <br />W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2* 0,C. <br />-- .--,------ ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13, 14, ;5 &It;)---- ---- ------ --- - __ <br />� <br />I <br />R-tA/13, R-IA/13, R-U/14. R-10/i2l, III R-38/14, T WAX. I <br />� <br />r*R-iAW/151, R-2AW/15, R-3AW/16. AIIIIR-IRW/115. R-29W/15. R-30W/16. I' ,��. 1, <br />� <br />I I <br />I, '---- --- 11- -- I - --- --- -- - -- - I ' ­ - - -1 , , ' - - - - - - <br />� <br />(tf 0 <br />i , <br />- . . . .1- <br />__1 - ------ ---�­ <br />, �, <br />1, 1, <br />, , __ - - , - - ___ -,--- - - " * I- - -,--- - - ___ ____ ,------ , I i <br />0 0 0 1 � , 6 <br />. <br />;. " - <br />-7--i _­,�____ _1____"1__,_r_ <br />! I I i <br />­� � <br />I i j", , I <br />1 P. : <br />I � t i <br />I <br />- --------- � L __ <br />1 ­­ , - <br />I � <br />I i i i i� � 1 I ) <br />I <br />i I � � � <br />: i I � I 1 � ! 1 <br />I , . <br />I <br />I I 1, <br />i i � � I I <br />I <br />I <br />, � 1 � I] <br />i 1 1 , <br />, - I ..", , �. <br />_______._.____F1____ <br />I <br />I <br />___; <br />� <br />� <br />i <br />! <br />. <br />i <br />Ll2 <br />; <br />I ; : <br />I <br />I <br />i I I I � � i <br />� i 1/4,0-2oxi" Sa BOLTS IN,@ � z -1: <br />, <br />I I I � � T I �:: 11 ! - (USE FOR PANEL LEICTH - � %� , : ! I � MAIL, <br />� <br />i � I � , � I , � � i PANEL LENO-� <br />I : k OvEn 7­nj � , I i � <br />r I I T I I <br />- I i � � � 111'-El' 9 +40,0, -4G,O P..,C <br />� I � � I I 11COVILAR STORM PANEL I I � � I � , � REGULAR STORM PANEL , � i � I <br />. , I � <br />� I � I I I '! _ i I I <br />� . � . � I � LL ­ i i , , _ � � � : (W/ OVERLAP MID PANEL LENGTH DOLT) <br />� . <br />I , , , - <br />e � I , _ <br />� I . , I � ------- � ---- I ---- � --- ------ I - - - - -.1 - - I � - -1 ---- _ � I <br />. . � : I I �� � � LI-E SAFETY BE RM PANEL- 1 ' I I I T I i - ,I 7'--W a +50.0. -SCO P4.f <br />- __ L I : I I <br />I I . r <br />� . I I I I . ! , _ L- I _� - - I I I - - " (W10 OVERLAP AND PANEL UENOTH BUT' , <br />� I I � � , , � - I ­ . I I I _1 -- I ­_ -_ I - - L I � , ; <br />C I . I , � � I � I <br />"* III - j --- - 7 - 1 1 � __ -11 n.�, , � � I "� -1 <br />� �� - V- - --, , I <br />I I � i � I <br />, � I I . ) I I -�4A\_� <br />I : � ; . ,- -, - 1- , , ` '� - - � - , - I , USE 2*-Ir MR. PANEL LENGTH <br />I � � � l I � �� i � 1/4'0-20.1' 1 L �*� _,__ i__ � __ � - - - - - 1____ I . - � - - AT ALL MOUNTINGS <br />, , <br />I <br />I � I SS, BOLTS W/o .: . I , I r <br />; , ��;, 1 ! : ' , --�� I <br />. I � AT EA. OVTLAF � : j : <br />� � . I I . . I 1 . <br />. <br />i � r � I I � j I � � - I � I j ... : I <br />-J.- _'__ ________ I-,-..----- ------. __­ - I-- - � , 't 1_­�__ ".__-, _1 i___ � ___ , S. I <br />� --T-- , _,______­1. ­ - I 1-1111, - 11��_­ - ­­­­_ ­__­ -1, I L/2 <br />r- -I - ` -11 - -- -- --- - � � ,___;,r,:_",_­__,�-_ __ __" v,i��11 ... I 1�_ -_ -- __1 -- ­1 - � ,.- - ­�' - I " I <br />; I , , I � I � I � i, � I � " <br />: . I � � <br />i � . <br />. L , _41' I ; , -,--- - . __ - ____ � I :1 <br />I - . I I � i - __� <br />- � I I � I - � " � I 'Ej <br />["_ ________ ____ - .:, , 11-1- ­­ - '_­­� ­-­'. � . r ­­ --- ­­j- ­1­1_1­11 ... I - I - ­1 - -, ___j_ �., "_, I <br />. - <br />­ - __" ________.__ ­-.1-1-- ­___ - _. _4i" ___ <br />t� ­­11 11 ­7 11.1 ___­1 - �­­­­­­ __ ­_­1'1_­7__­­ , ____ , <br />, - ------ I I -, R � <br />I , If , � I r <br />� <br />I ------ 41 ----------- __­__­___-.--­ � --- ---- I i <br />I � i- � <br />-..-----------,-----.-,-------.--.-- ____­+_._____, _� -------------- �__­ . , fl. <br />� <br />. . I I � I I � _(2 NOTCHES AT - � � I <br />� � I I - LOCATION 0 LIFE L�& I I I <br />- -1:1- .11- � . 1 <br />I f , x I I <br />I � � � , <br />I o � PANEL BOTTOM CORNERS 01 <br />I , " I � _mwl � I I � 1 '� - 1� <br />I � - __� �_ � <br />- . <br />., +­­ _OVER_w1_1 - I � I ]_ i__-, '' I <br />D.m (�), --t - i I ,_GVDqAp_ <br />or (:�� WIND NUT AT � EXIERICIR . WIND NUT AT I . <br />-'-- 11 - r t INSTALLATIONS ONLY VAUD FOR WIND <br />'�MXJ <br />�'i" 11a LEFT FANEI RIGHT PANEL 3: ,,,� <br />I <br />I <br />� I- MIN, I S_PEEC UP TO 770 mp.h, <br />, R-103, R-2A/13, R-3A/1[4, R- I B/i a. R-2ff/13, R-38/1"i, � <br />. <br />� <br />I 1111-IR-iAW/15, R-2AW/15, R-3AW/116. 110-R-'IBIN/15, R-20W/15. R-SOW/16. I I <br />i <br />--- .- --- - - - ­ � - - ---,- - , - --ANCHORS (SEE SECTORS & ALTEAM31VES ON SHMS 13, 14, 15 &18)-- - - - -,--- _ - -1 __ - � � __.______ <br />Ile MAX, GAP <br />- �_ <br />LIFE SAEETY MM PANEL I ELEYADON M c <br />� <br />SCALE 1/4--1 - I <br />, <br />EGUIUNR 21.6071 -Cl , qCCULAIR " <br />STORM PAIMEL (- mld�'_*w mulm STORM PANEL <br />- ( 1-1 R <br />1 "Onows"'HI., r ) - 1 <br />22M - I --I--- I - __ � _-_ - _--_-_ - � � <br />III[ ___t_­4'1_=_x=111 - N_vw � ----------------- -- - - -.---" ,��_ v/ _­- - " _%, I I <br />'1­_­_­___ � -7) ,/ m , =��= 7_55V <br />,��� ��"��_ 0 1-1 M.T , _­_i , , 1 <br />, ,, , <br />I I - I .... .. "A ,� � � � <br />1/4, , . ;�te�kp� -, %�,�( , ,i �� I I <br />MAA`_ 'Y��, \ C , <br />I , <br />" ,�� .- , vi,�%:A- " ; ; / ? 1:z <br />! \ / ,�� _.,E,.J_- -x , Z_ N��,.___\s <br />LIFE SAP <br />'K PA14EL <br />Z . : = <br />- _`01. * . <br />--.a. srht,, - , *1 <br />FLORIDA <br />BUILDING CODE LNon High Velocity Hu <br />!cans Zone)i <br />vaum <br />SCALE 1/4'�f' <br />- <br />1*_,.0!IDN - - <br />. ­..." <br />C . <br />- "I'll, ....... ­­- — <br />i �/_ <_� <br />AGazo W10001 W_ <br />-----, - , . <br />Z __VL1_E6_0.._C_1 <br />TILUT TIS'n" a CMCOK1xRm COMPANY <br />- <br />,_ A, - 6- - <br />Z�= � IV.. <br />� 0%) - __ <br />� <br />24 GAGE GALVANIZED STEEL STORM PAWL <br />FIP. <br />mw. 31,11 <br />GLOBAL PROTECTION PRODUCTS, U.C. <br />.= S.W. 51 STREET <br />OAAL. m Ant A <br />PKINE, (V54IFINA-7545. M ")W­A?27 <br />GATE <br />" <br />20 -175 <br />PZ x"amAnw,ewr <br />CA-0406716 <br />WALTOR A. TAUT 44�67L <br />am hm I . <br />GRAMM .; <br />- -­­--- <br />I - I- - <br />n-1 <br />I - <br />_-11. <br />I., <br />. . � '"I I I <br />T_ <br />smiar ,I " III <br />— <br />I-NUALLATI-QN DU -AILS FOR. UEE SAFETY EANEL!J) <br />INTO W90Q STRUCTURES <br />,_,"_ - ,�, __ - �u -- 'I, __­,`�--I­_I - ­7,r­j`,­-?--, - L_ -; -,- ­­,1- -, -- 71--- <br />" , - ; 7 " I ,, 71 - ,� ; : I 'I " . I <br />1�111 I I I - .1 � �I� , � _�__FI ` — I I Z, I, I <br />� I - "I , ,� I,- ,. � ­- ,� 'L - I <br />1. . , 11 .; � - � '-' - - " <br />," I . - � � � -WOOD HEADER 1-1 I _1 ___ ��,� - - WOOD HEADER _"� ­-­iIj __ �v H?MR , I- " I ,wl ____ <br />� - - I <br />, , '. ___ IV AtOUIRED ,I, - - I 1�1 WEQQIRCD 11 I- � l'i I CS4 , - , ­­ ,� - = <br />- - I; . , � .1 - RED <br />"I I I'll", ,,, - `- � , __,­ _­ I I x -1 ", 1--,", � <br />- I <br />il� __ - i � 1 ,.,. �� I � -, ,� � <br />I 1111 , I , I - i I I - , I t <br />. , I I - I I , <br />I , <br />I ,� 2 i - , "ZA �� , I �L , � � 4 0 TAPCGN I �, I � <br />., �, '. TAP , 0 TA;T 0 C, � : , . - 1 ­Lle# TWCON O.0 <br />I ,T� 0 00 i - � - ZOR i r��,� ­ " 0 0, aC " � � I M <br />I � 7 ,: I . , . . i ,. OR a 9 <br />I ': � �ji /_� ,_ I � , � , <br />t <br />, , . I :; r IL 11 � .- - �. <br />L , I � " Lt 1� t � I <br />.11 . � I'F � � .i I �'� f , � , I % H <br />I , - I 11 1, 4 q ) � . jj� ­� t �' � 4' " �; I 1, �u <br />, �17 �,� I , , (2D ", � <br />­4�1 ,I /' 1� � 11 �i I '­(j) <br />" � � , , ­02 � I I L I, M " ''I <br />�rir <br />, � �_ �, �Ei Ii - � I �, I I <br />11 , �j � �_� I1�1.1'1 - _j ,� J 004�a Ii I <br />, I: ­? " , 'i -* <br />amo4i�&s 00 , � i f, 1.0 mtf�* � = <br />". , � ',�, j-.j <br />I . L' - Ile Ile . ; .�� 11/4" � !­ L'. 1/2' I <br />::z!j�� I/4� �� , I <br />." 1. I , � j I P I !I I , I I - 1, L ,I/e <br />1 r 11 I I I I MAX, ­­_ - I � I c I <br />- i , MAX. -----. I I - _____ - _"11 �, - I I I� W& <br />, - � I <br />. � o . I - , � . � � I t _T " <br />, <br />IfIl" <br />' � 11 - I � - I 1 <br />, � <br />I , �' 2. <br />I � � � L 2' , - ; , � 1, e , <br />i r I � � ll i I j'' , , I � I . , r 1 I � , "I I ,I <br />1, � , <br />�IN <br />. I I,� i' 1�1 4' mi. <br />;E � I I - 11 � <br />I ,11 I I I r <br />,j� , i "I' , � , �; � , I I, I NO� L I 1, � " .11 �, 7, ,,I i : <br />I � ; 1 i ., I I [" , 6 <br />, �, � ,� �_ I�I � i�L I <br />I , , I �_� . , , � I I <br />�-, -- I I I/ � � � - <br />I <br />, i + � 1 ;; il - F_ - 1 , LL I <br />I , , 7:711 <br />, jj..Z� I . <br />I __� ,-, f 0 . <br />- LL -itl� I - I I A I - -1 A ,A �Cl) _j I I <br />- F� <br />'L <br />I <br />0 1 : <br />i a ­v, "n I I ;_, I ;/.�� <br />MI 41 I --�E.ffl I �': , ,� " � � <br />- <br />k , _ , : � it - - - �� i I I A ,,I :_1 I-_; <br />I" ", IA . ­­1 - It At M <br />- .0 � E"S-�, I At M � .1 <br />EX �� I a .�j t O I - I i�M� i <br />11=1q- - - ,Lzhq ". - " IA- �� -i,. 1�� I <br />� I -1 I m.F1=_0 � M111i <br />__ �_.___ - ��- �:�r - -I MRN L GLASG� �"` -1, . Y _­ - , <br />I <br />� <br />" I 6::a_eI I , , I <br />� v 11 I 1, <br />4 1 7, 1 0 ^ No I � 11 �� <br />i I wk <br />- _ � <br />- 11 ------ ­ . -I _J: M., __ �,��_ _r " �_ . <br />I 1 4- 1--v, �_v ,� PANEL LEWIRI li I __ �. I __ - __ - 4 � OL � , '�, �11*­_ 61- PANEL LONGER <br />11 - __­ <br />" ___­ <br />" I .... . . _ <br />%7 u- . <br />4- <br />u j , ISEI 11LEIA"n 1 � <br />� `7 PAMEL UNGTH I ; (SEE ELEVATION <br />11 1 pAxa. LENGTH I , I <br />, - . 2) -"_­_____­_ �L , <br />- _­� --_I_-- (SEE UVATON 0 � ___ _ _I ON SHEET TOR �4f�� ! � (Sm ELEVATION 0 __ _____ , ON SHEET 12) <br />---I-- - <br />V­ 11 j- v -- <br />� 1, 0 I----- I I <br />�� <br />OR I <br />I DIM 12) 9 <br />I � ON SHEET 12) i 0 ­fl : I I <br />I , <br />If I � kr I .1 _CI � � <br />I : I* W, , <br />, <br />I ; V. � ­)0A, - __.­i_ - �____ ­�� -, �­"' �­:-_-__+­ I <br />� <br />a -"L----, I I-,- StIRMATION b f r r� _ _ ,, 1­ <br />, I 1, VIII, I __ ' !I � I. w. I I <br />0 " .n. , - 1 -.-(D � � A I I 9 TO CLASS7 - -1) : , , C11 L i <br />r__3v11p=01 1 L/2 IL -SEPARATION -,(:D I 0 1 <br />__ 1 j <br />I 1 i If OJAS& ­ ' U . A I � 9­--SEPARkTIOH- - <br />I i I 'T I I , I, � - I : .1 -1 I ,_ � I L/2 I TO GLASS. -- -03 r : <br />7 - :. '' , -,-@ ; � _ � 1� I 4 .1 <br />, , I �, 4 , <br />t ' <br />k- <br />j <br />- ,, 1 11 I <br />I � � _ _ , I - - I <br />, A, aw 1� ­� _ � " "'r I , �, _1 <br />_ Lj­ --- � L -- J� -_ --- -1 <br />I ,,�,, I 1 16 - _" 1, F7 - <br />E� . v � , L m - <br />" <br />. I i L I - I � <br />I � !- " <br />I- �_, I I ­__ � <br />" , -_ _ ,_ <br />'Iofim� - �C, - <br />1� 11 A � 4 <br />I <br />. - _ - 1, - <br />_. 1, _ I -, __� . - - I <br />. _.___ . A <br />I - __ - I - -11 ro _ ___ '� I � * <br />& I I - I . , - ___._,____ I <br />. I - _�' 1- , - . I ­ ,4 `� . I I <br />1 - , --I W; .. A. "` _'L <br />� I r <br />I - <br />-,r �!" jL I �; . <br />I .�_ <br />.�� � =��_ w <br />� L � I I I � � 'L j J� N ; *1 . 1�11' - , ", L <br />t-111-11, I IV , <br />I 1 � 1 I � _7 1'u, 'L .I� <br />i , �j - k <br />I I 7 I I k 2'.4' � - I <br />� 1 -- -C wCoo-, "," - 1-1- � I � 1�j I__ _� - L ". ili Z.. <br />'. t­C4) I � � 1� 11, 4, 1 <br />I I , I � ' � PLATE � : <br />'' 1",wfflo.� <br />, L . 11- I L . ' j 'L L , I : � !1� ; � ; <br />1. , 4Z TAI . I I I , I REQUIRED , � I � I I , �� a It - <br />, , <br />. � , . <br />1 �_ � __: y I � �, , 1 '41 TAF. I � Ije. T-T !�;, -99 � I � : , . <br />- , <br />_,__ 1. . . , � - � ANCHOR 0 9 G,C . I : I I <br />A � ANCHOR 0 V D.C. � <br />1 � __ ii� OR .�,7 OC. � . � " � ,. _ '. ; � �,, , �j __ _ . 1; <br />. I �_ , 411i"', <br />I - , 1. r _ I DOGGED ,� ; <br />.. �� <br />� �� I <br />. I I . - ____/1'%TAPCO" OC <br />, <br />., I STAGGERED W1 STUD I-L I STAGGERED W/ STUD 1, � � L '� !�, � m I � I , � � � I li AN. 'OV <br />I 'L � I " � I % � , 4 <br />., I � <br />, , <br />I I ! _� _91� WOOD ��, I �, I : I , � � I <br />I .; 11 <br />� - _4��,A 1 - :, � I <br />­ I ' WDOO . � � . I <br />., I TE -., 11 I - I <br />-1 : <br />I I 11 I - ­1 - I _ � ; ; L � <br />- - �­ I <br />- REQUIRED w REOURED . I - � - - I I i � <br />. _- � ' L <br />� <br />, " I , j <br />11 � , ' <br />I ,_ � � L <br />__ I L ­ - - _ ��, 'j <br />I ,, <br />ALIERNA13M ALMN AfflAff R-2JAW AM ROL <br />�51AW <br />IS 9 IJFE W-EIAINAU Z P PENNEY <br />WALL MQMNfd 01010 WALL MOUNTIM � <br />SCAIZ 3/4-1' ,* P SCALE 3/8-1, <br />* <br />�,Rt�� .-T *' �/;�t, <br />.0 ... <br />.� - <br />- __ j .'.0 EN - Hr� % FLORIDA BUILIHNIG CODE (Non High Velocity Hur cone Zone) <br />- <br />bwml & .. . I � <br />ARM "ISM NO_ 24 GAGE GALVANIZED STEEL STORM PANEL ". <br />.., 01 Z OPAW 0', <br />1. thISTAILATION ARE ONLY VAUD FOR A.S,D. DESIGN i . '. * 1 1 <br />. ,_ - . - <br />PRESSURE RATINGS (P�v.f) AND PANEL LENGTHS AS = * '.. * /'�' - - , 'T/P/' <br />PER ELEVATION ON SHEET JZ - . <br />I-o-- STATE 0*�,` �­ �--"�> / 111A I E C 0 flut � GLOBAL PROTECTION PRODUCTS, LtC, OATL <br />2� FOR NEW WOOD FRAME CIDNSTRUCTION� WOOD . ART -m ILN. 51 STREET - <br />.. _�'k-/"­� = Tung.- _--==-- .1. aw, 'L =,# <br />MEMBERS TO BE SOUTHERN PINE No Z W/ SPECIFIC , "' q0Rm`F J;�' W:-,--, n, 20-175 <br />... --*,i* �st, e . - - P11Ow_- "M*-?W� FM: M4m" <br />DENSITY OF 0.55 OR EQUAL , - � - __ <br />- --,.. <br />- <br />- DIMAIM0 N.: I <br />I- — mim I I I I 21, El- =�_ <br />P1 _1 -:T= I ==Eij. <br />(VALID ONLY FOR PANE101 INSTALLATIONS AS PER SECTIONS I THRU 6. ON SHEE7S 4 & 5) <br />IAAX_ AS.5, <br />DESIGN <br />PRESSURE <br />RATING <br />(P .45 <br />MAXIMUM ANCHORS SPACING FOR WN F D. PER SCHIEVULE ;a�M __ <br />- ­ I <br />,AP= <br />III <br />&ARY <br />--- <br />-1 - - <br />MMMUM __ <br />LE1119 <br />v <br />ow <br />WAX. A.&O, <br />DESIGN <br />PRESSURE <br />RATING <br />(Pxf) <br />- <br />MAXIMUM ANCHORS SPACING FOR IAN E,D. PER SCHEDIAS BEILOW * <br />9= <br />A, L, <br />- <br />MAXINUM <br />PAN 0. <br />LENGTH <br />v <br />__L) <br />YAPCON <br />SOLID -SET <br />PANELMATE <br />I FANELMA'M <br />PLUS <br />ZMAMAD-NMUM <br />I -4N <br />TAPCON <br />SOUD-SET <br />PAMIDAIME <br />FEMALE 0 <br />I IMEUMAIE <br />I ZAMAC-NNUN <br />- <br />I CALK -IN <br />O."I. Az <br />wwmt <br />"t-L". <br />WW-'%W <br />CW,,GK,X <br />comoROTE <br />R` <br />ogw <br />C.&C, <br />-AM4.06- <br />TO <br />- <br />;x; <br />im <br />To iO� <br />10 <br />I <br />o� <br />w 4 <br />MOM <br />10 <br />:AFTE: <br />OGRONVE <br />lvi- <br />- <br />Ir <br />�_ <br />!j!_ <br />_1� <br />13' <br />Ir <br />I rTc;,) <br />- 13" <br />13' <br />10 Ile <br />is, <br />-6 <br />1T <br />3L- <br />�, 1/2� <br />L12/K <br />7 1/2- <br />5 I Ir <br />is- <br />14 1/2- <br />1 (TOP) <br />- <br />__ <br />I e <br />_13 <br />Is- <br />,1_,__13: <br />_1.3 <br />tr <br />___L <br />is- <br />____ <br />-IT <br />_ <br />10- <br />I fooTtow) <br />Is- " <br />- <br />I I- <br />-, <br />IT <br />-, <br />�w <br />_L <br />_ <br />0� <br />,�, <br />� <br />I- <br />: <br />fi* <br />I (BOTTOM) <br />_­i_��­ <br />-!E- <br />13, <br />13' <br />IT <br />_Is- <br />Is, <br />_13�_13L_ <br />'r <br />_73:_ <br />13, <br />,_1F_ <br />__ <br />12, <br />13, <br />1w <br />2 (TOP) <br />__ <br />� <br />1 <br />, n- <br />r-� <br />I <br />__!L_ <br />5 1/2' <br />_i��_ <br />Ir <br />_!�_ <br />tl/ <br />_-1 -4z- <br />2__y <br />1/2" <br />'. <br />#w, <br />, <br />1 Y!: <br />lim)_ <br />>-65, _SS <br />175.O-75 <br />T <br />1. -1. <br />OR <br />LESS <br />5+751-75 <br />To <br />+119.-Ilas <br />I <br />_�,��­ 7- - <br />_'s- <br />� I 3' <br />'!�' <br />- <br />FIT <br />_13' <br />ir _ <br />� _ 1/2' <br />IT <br />.K <br />0 1/2* <br />, <br />. <br />� 1/2' <br />- <br />Ile <br />2 (BOTTOM) <br />I.-,. <br />OR <br />LESS <br />-.1-11- w - <br />11. <br />Is' - <br />, <br />il-F, <br />i - <br />_1F, <br />-Ir <br />--IF- <br />_5� <br />-;T- <br />, -Tr <br />_____ <br />TF_ <br />­T3_ , <br />_�=Q <br />_1_T__1 <br />I OP) <br />- _' - <br />_TY 7-- <br />-Ir <br />r- <br />13Y <br />Is- <br />I/- <br />Is- <br />9 ,/, <br />10 1/2' <br />7 1/2' <br />13" <br />_ <br />. � � V <br />Lf!2_p) <br />- - <br />12 1/� <br />12 1/2' <br />& t/el <br />S. Ile <br />___ <br />12 1/2-12 <br />1/2 <br />!�!j <br />3 (001700) <br />- - <br />t2 1/2-12 <br />t:::�: <br />Ile <br />- <br />�_ <br />il�I/e <br />Ile <br />2 1/2' <br />, <br />Ile <br />- <br />- <br />f T/e <br />_ <br />IlA7 <br />I (.1 ) <br />- - , <br />I --- B:_ _J�­­__.�­,.�L_ <br />'. - <br />­ I ­ <br />13o ". <br />_13-- --T-17 ------- <br />- __ <br />_1�'_­ _u'­ <br />- - <br />_ <br />6" <br />- <br />0 . <br />- <br />" a; --- <br />S. <br />---- = <br />a. <br />­_i;�_ <br />6 <br />I ­ <br />- ­ <br />_­ <br />irr <br />­____ <br />-...-- <br />. <br />I,--,- <br />- " <br />4 (TOP) <br />___ <br />4 (got") <br />7. <br />-_ _2�_ <br />. - <br />a " <br />- - - ___ <br />Is- 6 112. <br />- __ <br />i; 7-- <br />-is <br />- -_ <br />. __ __!�__ <br />_L3� <br />- - <br />e <br />WT/-ir <br />___ <br />w <br />__ <br />IT <br />-_ <br />, ,T <br />__ <br />I 6 T/iz <br />5 yr <br />____ <br />- <br />__ <br />I r <br />- <br />13' <br />__ <br />11, _21V <br />6i I/.. <br />, <br />--!:-- <br />3� <br />_L - <br />IT <br />__ <br />_!S�__ <br />a ve <br />,/iZ <br />. ­11 <br />- <br />-.K-- <br />9 Ile <br />---,--,-,. <br />_!_!!i�e <br />_ <br />6 Ile <br />ir__ <br />I - I <br />-OL-, <br />_iT_ <br />Is- <br />___ <br />- <br />__14 <br />6 I W <br />__ <br />, <br />­1111 <br />- <br />___ <br />_.K - <br />9 Ile <br />___ <br />6 Ile <br />o-i-/V <br />_;__i__ <br />Ile <br />­­ <br />5 Ile <br />I.- <br />,a' <br />- <br />10 IIP2' <br />.-,-.-,-. <br />7 1/2- <br />, - -f-- <br />__L_, _ <br />, <br />­___ <br />- <br />___� <br />7 2 <br />� <br />1/2- <br />- <br />5 1 <br />- --- <br />_ <br />� _ <br />�'T <br />�fjT <br />, <br />--;L- <br />:A- <br />I T4 <br />­is,�­ <br />61/4- <br />" <br />,_ : <br />- <br />— <br />r <br />- I-- <br />____ <br />4 Ile <br />a 1/4. <br />.1 '-f <br />­­ --- - <br />( ) <br />t_1L1!I_­A!!_ <br />5 (TOP) <br />- <br />i iaai��) <br />__ ­ <br />a ETw) <br />a (WIE") <br />____ <br />Ir <br />- <br />-ln---!�L.--Ll�7.---i���.--I�:-I---I�r--.-�A'-t,--L2.- <br />I IT - <br />6 I/A' <br />- -.1 - <br />Is. <br />___ - <br />13, <br />- <br />6 1/4- <br />­i�_ <br />I <br />1,�* <br />I � - <br />6 Ile <br />-_ <br />13�_ <br />is, <br />__ __ <br />5 114" <br />__ <br />--"--_ <br />1�j <br />IT <br />I— <br />- <br />.__ <br />3� <br />__L _ <br />Is'-.- <br />­ <br />- <br />_11:_, <br />-AK- <br />- <br />------- <br />_t� - <br />I --- !�E`_- <br />I - <br />is- <br />_- <br />_Ii�� <br />13' <br />5- -1/1ii <br />-.- <br />In- <br />11!n- <br />Ile <br />- Imp) <br />!-- :(u_--�) <br />!I_(T-F� <br />a (S(m��) <br />- _' <br />1 T_ _'/2 <br />Ir <br />Ir <br />13' <br />_Ir <br />fa� <br />'I- <br />3' <br />1 Is- <br />1 a 1/2' <br />1 (1 _QP) <br />�5'--r <br />TO <br />w-C, <br />--!K-- - !I. <br />ir <br />____ <br />to Ile <br />--ir <br />6 I - <br />rl� <br />Is- <br />__ <br />6 i/2 � <br />7 I/V <br />-_iTo_7;'_ <br />5 1/2- <br />Is- <br />- .,. <br />, I— <br />>V-6, <br />TO <br />7._o. <br />I <br />13 7 1/2' <br />_� <br />13;_ I <br />.-Ti-_ __ <br />. 7 Ile <br />13 ; - 7/7--13, <br />__ <br />Is' <br />, � <br />--- - <br />13, <br />13, <br />13 __ <br />; <br />__ <br />IT <br />13, <br />13" <br />12V <br />­­ <br />13' <br />IY_10 <br />- <br />_Ur <br />10 I/r <br />"_1F__,i�_---�-tr---7­a7 <br />- <br />10 1/2* <br />Ile <br />- - <br />-ij;F <br />IT <br />-­ <br />Ir <br />IT <br />_�_ <br />to 1/2' <br />___ <br />10 1/2,11 <br />10 1/2,11 <br />11 I/Z- <br />1/1* <br />I/el <br />a- <br />I_ <br />8* <br />_ <br />a- <br />IT <br />Is- <br />-.11- <br />is" <br />13' . <br />. <br />7' <br />a Ile <br />_ <br />7' <br />7- <br />- <br />1 (BOTTOMI <br />2 (TOP) <br />- <br />2 (BOTTOM) <br />3 CTOP) <br />__ <br />43* 6 I'le <br />_13�_ ___F__ <br />__ __L3L <br />". 7' <br />___ ­ <br />Is- 1. <br />- - <br />.. <br />_,F. <br />_ <br />: _,� I_ <br />, - <br />r - <br />". , - <br />IT IS 17F <br />Ir <br />— <br />IT <br />__ <br />IT <br />1 1/2, <br />_i:�__ <br />TI� <br />'" 0^ <br />Is* <br />___ <br />f t <br />-13, <br />-.- <br />IT <br />- <br />? I/ <br />� <br />, . <br />112 <br />, - <br />1 ,3' <br />13, <br />"" <br />— <br />IT <br />-�-37 <br />- �� <br />- <br />13, <br />Is <br />I <br />a 1/1' <br />_J_ <br />,_ <br />7- <br />_ <br />�V­ <br />.. <br />_ <br />I . <br />_ <br />, <br />'31 <br />9, <br />--- <br />_�' ' <br />6 1/2� <br />' <br />- I �* <br />i_72F <br />- <br />i <br />0 I/2' <br />- - <br />6 1/4' <br />_ <br />3 Ile <br />�, ,:/ <br />:: T <br />--- <br />- <br />_ <br />. <br />- . <br />. <br />ii: <br />- <br />13' .. <br />— <br />" <br />Is- <br />13 _ <br />12 1/2' <br />---I-- <br />w <br />­­­1- <br />a' <br />------' <br />13' <br />I;- _ <br />6 Ile <br />__ <br />9 1/2' <br />9 IL2' _ <br />6 Ile <br />e <br />I - <br />i 9' <br />7 1/2- <br />__ <br />10 1/2' <br />10 Ile <br />__ <br />- <br />. __ <br />;1 /2. <br />___ <br />5 1/2 <br />14" <br />7 ,7i�' <br />� .__ <br />S Ile <br />___ <br />7 1/2' <br />7 1/2- <br />__ <br />_. - <br />-- <br />V <br />­ <br />- <br />7 %/2' <br />is- <br />— <br />is- <br />__ <br />IT __ <br />13- <br />_ <br />6 1/4" <br />iT/�F <br />­ <br />r <br />13" <br />V <br />— <br />4 Ile <br />__ <br />6 Ile <br />- <br />a- <br />__ <br />6 1/4� <br />-i- <br />Ile <br />--- <br />- <br />61 AS <br />I (amom), <br />--,-- <br />2 (TOP) <br />___ <br />2 (SOTIOM) <br />I-— <br />3 M) <br />___ <br />ON) <br />L�� �Tt <br />4 (Tw) <br />-.-- <br />4 (BaMM) <br />(TOP) I <br />- - <br />__ - <br />7 <br />_L 'r <br />/K IV <br />� r__ _�_ <br />, <br />Is- 7 Ile <br />72 1/2-12 <br />__ <br />-AL- <br />�. 5, <br />* , <br />IT <br />1/ <br />__ <br />___1� � ... <br />- <br />, 13, <br />TI/e <br />_", <br />i_,/� <br />-S-_ <br />Is- <br />i <br />_.- <br />_�_ <br />- <br />- <br />io Ile <br />�j /e <br />__�:__ <br />1. <br />13' <br />T71�4- <br />4 15 <br />- ._ <br />- <br />10 - <br />- <br />- <br />S' <br />� _ <br />::E <br />IT <br />IT <br />� <br />" <br />" 'I <br />11 112-, <br />I - <br />'TF <br />3117 <br />_ <br />_ <br />- <br />A. <br />IT <br />� 1/4' <br />_____,_ <br />r <br />- <br />- e __ <br />is* <br />6 Ile <br />2r <br />----:- <br />7- <br />3 (BOTTOM) <br />- <br />4 ��) <br />4 (BOTTOM) <br />5 (EDP) <br />- <br />I - " , ,�,: <br />- 111" �_," <br />_�,,. , ,li <br />M <br />211-1111-§ <br />I <br />---,-- <br />- <br />I 4ilir <br />-�i <br />__ <br />�i::,;,/:,� <br />i 1/4-16 <br />i _­ <br />- 131� <br />1/4- <br />6 1/4 <br />6 1 4 <br />-Ir- <br />_23:_ <br />1 <br />10 I� <br />to 1/2-11 <br />- <br />C - <br />__ <br />I <br />. - <br />'JA_ <br />- - <br />1-5 (BOTTOM F) <br />- <br />'s, , '. <br />_� <br />w v-- <br />-_ T <br />- _t__�:­ <br />I I - <br />___T <br />a vei. <br />I -- <br />­I/ere <br />is, <br />1_1 T_ --re <br />--r­ <br />Ile <br />9 1/2' <br />_�_/2_ <br />6 Ile <br />_ <br />is, _t_9_1Ari0-4`­/2--1-7-,;i <br />-1 FTi <br />- <br />_vi <br />- <br />, <br />t <br />" <br />-Ti- <br />-i- <br />In <br />* <br />± 41/1(i�w <br />-gill. <br />' T"', <br />__ -1 <br />iio)i <br />SEE SHEET I I MR ANCHORS TYPE $I SPACING FOR INSVILL�TXM INTI WOW FRAME EARLDOM <br />* MMI ANCHOR SPACINGS AM MN*" EDGE OWARM ARE INOtATED ON 7M $CHMILL FOR EG, <br />L= THAN IMACKIED ON SCHEDULE ROMPS ANCHOR SPACING W MATFL144 SPAONG SHONH ON <br />SCHEDULE` IN, THE FoLLoww FACTOR& FOR THIS OPERVIAOIN To BE PoSmL RIMUCm wAcm <br />OBTAINED tW4 FACTOR SiWA Kor BE LESS THAN MIN" Sf%Wft IMCKAM FOR EACH ANCROR 1�r <br />ON 116 scREDULL <br />1/4-. <br />t/e. <br />I/e. <br />T/vIII <br />114-. <br />ANOHOR TIPE <br />� . <br />vw� - <br />_ _11l!��_ <br />smOUG-w <br />I __m <br />- <br />I <br />- __ <br />z%vc-Kux <br />- <br />cm�w­ <br />- <br />AiNwA mcHw SPACING (ft) <br />A <br />, <br />, <br />". <br />� 2,Iff <br />2 �ft <br />. <br />MINIMUM Emma <br />- <br />S:::� <br />:�� �,,-,; <br />�,,;-,-..- <br />' *' <br />OW1AAN1 tLO.) � ON <br />- <br />3 <br />- <br />i I 4—N; <br />- <br />_' <br />I <br />AMMM �!� <br />FACTIOR <br />I <br />I - - ­­ <br />­1 _ <br />- <br />_ , <br />- <br />� __ __ <br />- <br />- - - _,,___- <br />� <br />- <br />b�xi­ <br />- ___ <br />- 1-1 ­­ 1.�� <br />- - I <br />1. <br />- --- - � -- <br />- <br />-- <br />--im <br />.0 <br />--- <br />I <br />- <br />11� <br />AA SPACINGS ONLY VALID WHEN IS USED, SEE #1 FOR kW. AS�j <br />DESIGN LO"_ & MAX, PANE1S=rWHEN SPACER JrIS USED. <br />IN" <br />--- <br />I 1 a <br />A.S.D. DESIGN LOAD <br />' <br />MAAMUM PANEL <br />LENGTH <br />40 PSF OR LESS <br />61-81 <br />> 40 OISE TO 50 PSF <br />6'-2" <br />> So PSF TO 60 PSF <br />1 <br />5'-10' <br />A MAX. PANEL LENGTHS ARE 0% VALID FOR INSTALLATIONS <br />W/ SOUD Si SPACER AT 12 II/2- G.C. <br />INSTALLATION DMILS, EQR LIEE fgAEEjy PANEL (J-) <br />INTQ POURED CQNCRETE OR CONQRETE BLOCK STRUCTURES <br />1/4-0 TAPCT_ I UNIOD 1/4-0 TAPCQN_____ IMEEDURED . I - t ` TAP -E., - . I ­w9wV ED <br />ON 1 M <br />'= <br />RrTIP04RED <br />____ , = ANCHDR 0 2 OC, � r I = ­G.E - a <br />CWO ---- --- a <br />ANCHOR 9 9 O.C� � , OR _ , . .�� - - , .,'� ,CV & : <br />I I CONCRETE BLOCK 11 . CONCRETE BLOCK xx i , CONCRETE MOCK ��'I, CONCRETE BLOCK <br />� __ � - <br />REQUIRED, I , REQUIRED 111. REOUREQ. <br />-, ,; - �q <br />­ - ... . �.;. I REQUIRED. I <br />�%�,�, � I <br />- --- w .��.� <br />11 � I 24, _11 <br />I <br />,, <br />I - "., 11 � � 11 <br />I � I ,.(i) �111 -(2) ""I I C2) 1 1-4), <br />4 , , <br />" h <br />_� <br />, <br />, <br />I If �� 11 -1 -1 1 - �' I <br />- J V-"-- , <br />I--" �11. - V_ -, 1 1/2- . ,1/4' ,,,, - 1/2, ; Ip- I- --- /e <br />zzz �-/g �, 1/4 I I ;� I %�, � 1114' <br />'11�11 ` <br />I I I I <br />I _ �, I I <br />1� I -I"-- - -_ �.r HAX _ -_ ,_ wi - - _ -- I <br />I �� , I �?�, _____ - i I � � I I - - _$ � ,�� �­ i <br />ED* 5, � *� I <br />� . �_ � ­�� ; � t u 11 � I . <br />� <br />; i � � - , I , :: �, " A <br />I'll, I I , <br />� I <br />I � � , <br />,I, I , � . - 4 i I I <br />, I - 1 / , , .. , <br />I I : I 11, - �,�X I <br />" <br />� , 111 �� <br />; , I I , 1.'w <br />I - 01 2 "I'll", 4= ; 10 I : -10 : , I I .1cl ) <br />it I I I I* Min. � ; It I 0 I' W, : <br />IT I I *-SEPAPATION- 1 It I - SEPARATION- 1 <br />41�� . 'T' - ,.,-,-,- I I - , ;/A� Z_.W4 - , ,'/�­�L <br />I I __ ,- _i� , = To CLASS � " 11 - - , if TO GLAS& . it - <br />1-11; , I Z� iunwop , A, A. a <br />I IT - ___iA­ _,-, - " ,­ . O, <br />-S -.I .-.K-. ____ - 1-l" -1 � . <br />. <br />� _­-J� 1� - I W_� : 0 �. I ; 'I I If - 11 � I -� 0 1-7 <br />1 LONEW GAMI r-41 1��A "o` I%r 1 <br />14 " I i . I - 1-0 t 11 . i I <br />. I I - - I ; I 11 I <br />11 0 , i,4 . , -, � i 11 I <br />11 L - - I , I <br />II ( I I "Ll Ma.. 0 " I - � I , I MAX_ I! � - i 4 "I uu_ 0 11 I � I 'L' MAIL <br />It - - , - , - , . It � : PANEL LENGTH -1 <br />I I PANEL LENGTH . , , 45 PANEL LENGTH to -_ - - I <br />. __ - - - _! ,� I (SEE TION ; -4 -_ -_ I S' PANEL LOOT), <br />-I--- -----I�` I-- - - ELEVATION 11 I : (SEE ELEVA R ­ ­­­­ ___ ­­�­ (SEE ELEVATIO, I (SEE ELEVATOR <br />, <br />I" I P . ANIIL - - I ON SHEET W2) 0 , j- . I - -, ON SHEET 12) ON SH�El fef i - j ON SHEET ift) <br />9 , _ _ _ - � I -1 -1- - It <br />ARAIJOR - It I : :"E;�X;DR I I I I <br />I , � 11 I I I <br />0 to GLASS, � Ii__ __ � .- I I . , ___j I it 10 CLAW. I . __ __ A <br />III I 1 4 ­� ___ --ij­ - 9 I IT- - --- _____ -1 _._____ <br />� ,, . <br />- <br />' 1 1 i I I - ��'�,,��,;,��11�': I i (D , � : __ (� <br />1_2 , , <br />,11111,111 <br />"�,5"�'l "I" -1 I I <br />� , �, .;" I� ?� q1, ,__�--,K', �<,',,,,, '. <br />-� "" , -F,:'Y /- i� � , , ) -, <br />�-,,,-�' ' ',?�W `� ��,__1,0%�"_% <br />, . <br />�J��,, �._�,'�,�5,, �,��, I , 1-12 <br />-, , � R ­�,,I':",�.�,g,�,,, �. I <br />,,,;,, ,,,,, I L/2 �,� .,�, 4 AIT,��,,, R,,�,,,'?,,", _��,, �, ,, 1� I <br />Q _�,�, , <br />, ,,?". ,,��: ,� ?� ! , -;�X,f­�: � � �11XM , �� --- r 'W� "�X � <br />� - <br />, _ ", , <br />, , I t I �,Z - ­f, . ­-, 11.1 � r 1 <br />-4, - <br />, -, � <br />� �,101"�", I �, I � ­'� <br />,3 <br />i F - ril i ;�,­ 10 6- : ,,,­,�, F � � I 11,�"i'*"<,� I <br />. - � I �` .- I <br />E.D.* -,��_,,,-�� "O ��%��,,,,�- �_,. ED. � �,��,�� L, i <br />;. " 111. E.D.- - '.-- ,� <br />;�.,�:,'�, <br />, � �,_ <br />� , �,_ i � ", - L� " , <br />- <br />� � <br />i ; __,( � " I , L� ,9 I I <br />111�ai _$ " --- ", � I � m I ( <br />I ..- t �,111. R, ..� 11 <br />�, <br />I Z "" I . � <br />�ffi4 , ; __ f4 , 11� � <br />.... <br />: ��-, , , iw ; I 1 ty:rcc� � .11,�, I ." ,�� ) I I <br />:,�gx� �, I I .=a I I ` . ED f LJ - __j � - I I I �, - - - A.- - <br />I. , I ! I t� I- , , , � -1 4 . <br />. I � I . -_ U.10- <br />11 us. -�� .., <br />I & I I ­­_ - __ - <br />- - I - * ilW' <br />�" * �� co, :� ... � _w' <br />3 ". . � , I , I , - . � <br />7, � L!�—i -J --- ­- - " - I . <br />- <br />-1 <br />, <br />,,.,,, , . <br />- � _­ -I 0 12 ,%vm� <br />I 0 t2 1/2 OZ <br />I I � .�, �, <br />_31 n�4 I --l'i, <br />, <br />'� - ­ (4 � , <br />' ' ,_) �L�!., <br />101 � ' . 'A TAPCON <br />I <br />1-1/j. ,/4-0 TAKON ' � L � <br />I <br />I � <br />I 1 _1/4'0 TARCON --!/**# INACON /4 <br />ANCHOR 0 O' D.C. ANCHOR 0 91 D.C. ANCHOR 0 le C.0 ANCHOR 0 le QC <br />I <br />. <br />� EXISTING POURED CONCRETE OR ; G RED CONCRETE OR EXISTING POURED CONCRETE OR ,..,=,POURED CONCRETE, OR <br />_ I _&jfN - 'tWRM BLOCK REOUIRM, BLOCK <br />tETI% <br />'CONCRETE BLOCK AROUIIREO� 8 CX REQUIRED. FWWRMr <br />AECTIQN AL__2A M�R-28 <br />0 MR&MLS 111 LHII�EL J! REGULAR PANELS <br />WALL MOUNTING$ WALL MQQhTim <br />SCALE 318-'- -��,OZ�;,�":",r"/"�117,11,11,� SCALE 3/8-1 - <br />SEE DOM is A, ta MR &KTHIC" <br />ANOM TYPE <br />1 /r. <br />- --- <br />TYPE A, SPACING FOR INSTALLATIONS 000 <br />TAPM <br />WOMAN. ANCHOR SPACING O.) <br />3 <br />III= F%" &AIJUNDS, <br />WHAVAI ANCHOR SPACINGS AND MINOAN <br />1wmmmAAR,Gt 01L <br />,!� _--i- <br />M-1-1 ,*-.I. ENAR onj <br />EDGE DISTANCE ARE INDICATED ON THIS <br />'a to <br />SCMEDIAL FOR D, LESS TRW MCA <br />ON SCHEDULE RODUCE ANCHORIVACING <br />3 <br />BY -1, <br />em ­- ­ - <br />SCHEDULE W FOLLOWING FACTORS. <br />vwx Em mma m <br />- <br />FACTOR <br />- <br />I 'Ir <br />&W <br />FOR r1m OPOWOM To BE PME� <br />REDUCED SPAGIMQ OWAINED USING <br />rACTOR IIIIA" Not AS LESS THAN <br />I __ -...- - .- __ - ___ __ <br />_, 2� <br />_', , I �t . ....... _ � <br />- <br />41 - <br />- <br />m"wim SPAC04 INDICATED roN EACIO <br />ANCHOR TYPE ON 19,S WCHEINJILE <br />r <br />.___1 ___ -1-1- - -­ <br />jjj7­ <br />. ___ <br />1 3112- <br />- <br />BUILDING <br />INSTALLATION DETAILS FQR LIFE SAFETY PANEL (1 <br />INIQ WQOD STRUCTURES <br />I <br />- - - --- - , - ---,-,- - - - <br />1, _,X'�, �,­ , "Ll __� - 1 <br />J� <br />_14:__i��, 1 _'_ I r <br />:�,, "" � <br />i , � I � 1, �k WOOD HEADER , ­1 -1 1- al - *= HMER <br />,, ;-- "-'-- � ;-, "REQUIRED 1_� ,�,' �­ 1 ( <br />- , ''k-OVIREC <br />. I- , I., 11, . ,�,, � - .1, - 1 i <br />. )I, " , <br />, � <br />I", -, - I _. _:.__ - 1 � <br />� � .� 1. 1 1, �, 11 I . � 1/4's IAPMN <br />� 4, - � <br />'7 wc;� =v <br />; _. 't I I . I I,'!- - -ANCHOR a O' OIC <br />Jl � ,t O. r . - , � �I <br />,' -1 ,. �, 11 ; � �, y q <br />I <br />" J, N - � 1, I I ,� <br />I <br />I I � I �il , 1i � ,: v.1 <br />� � t I ��, I I-C <br />1 , , <br />Ij � ­IC2) I I t 2) <br />�, ;.e I - , , 01 1�!�, <br />I <br />. I . <br />1�� <br />��. i"2. � �� ;,*m4Af_1T_ i-I <br />11"_5 I 1/4" � . T Ile , - <br />. i " I 1/4 <br />1� 11 � , �, <br />, , j ; ��! � �i �, i ; 1 L i <br />� � , 1Iw._______ " ,. � 11 I I I , .W,-.-"-- ____ <br />/ i iw " , I I , ,I 1. 1. , f <br />,, � �f <br />11 �. <br />1� " I j .. , . ,, I 1� I ! , I <br />, - � MKI. � <br />� , ?t� I � I ; <br />"I I ,I � . ,, � I I I � , i : <br />­11. I <br />.1 I I i I <br />__ I i <br />I - I, --' I �� 11 i � <br />- <br />; , r L J <br />. I I- - I I � 10 i <br />� j) 11 <br />4 - ! <br />0 - - . - 1 I"= <br />� 1'1� 1-1 v. .��.p <br />mhp� r <br />, I- I <br />-0 I <br />11. - VA . - " L_ �. ia� t"tt"a"! � e I <br />1� 11 <br />- I, =iR=a,-,, , 11 I <br />,If , I, <br />I <br />ii r Ii I I 'I' m. <br />11 � L). -.1 . I %- MAX. IL - - - - - ____�_ __ - <br />11 J� � PANEL LENGTH 0 ___­____ - ­_ 6 PANEL LENGTH <br />I (SEE ELEVATION <br />I ; <br />1. (./ � (SEE ELEVATION I I <br />� ii I ON SHEET 12) <br />1, -,-- - - <br />4` - __ - - ON SHEET 12) _. - - - - � ____J <br />­­­ -,--,-- T- -I c 11 T I I <br />if I I . I ff <br />it <br />11 <br />� I* mm� I I a ­­_ - I <br />- ii, - �­ � ­,'��-� <br />SEPARATION -- -10 I Ill I- wi,,, I - <br />To rfA�S. : 1 � 6) <br />If -_ <br />11 I !f-­SEF`ARA1WN <br />I I i - � <br />I V2 r-1 . i. <br />� I I ___ - " � I I <br />, i ___0 <br />�0 " L___j 17 'r I <br />- - -- - i I I 11 .121,&OC <br />I � , . <br />� . I - ED. � I <br />- <br />- �, _-- � , <br />!_ 11 I- " � <br />- - <br />r � , ,�j �_­ <br />. I 0. , � n�b - - .-..,. ___A_ I � . -J <br />I ,_L . _­­ Ep_ _N �� 1, I- - ---I - <br />. I __________t__ <br />$1 <br />. <br />;� . <br />--- i I i � __,� I . , <br />2'.4- 1 �� � � 1 !: <br />. <br />WOOD � ,1111 - I � t .� � , r <br />woo . I . <br />�� Q - - ---� <br />r <br />� I I .1 . ,� � � � � �� 1, � <br />PLATE PU� <br />� - � . <br />REQUIRED , , , , , � ' , I � 1' ��i REOUIRED �� , : , I � � -m PLUS <br />�, 1 , _� ,�, _j �114'0 PANELMATE PILUS ' I � - - � iLl - - 114,0 PAR"A <br />I 1; � <br />,- � ANCHOR 0 12 1/2 0 C. I-L . I AN04OR 0 12 1/2' O.0 <br />� 1 % , ,. � <br />I . <br />I I � - I I , <br />, I . <br />, i <br />I I � I . � i ; <br />" ) I , I . I � <br />� � I 1 , , I - �x <br />, � - �', i � , <br />11:�', '__ _; ,I, c ___� I I - <br />- "_ I,-,� - - J _,) � - - �)� <br />RNATU R-_mw ALI H!ME R-a2w <br />I,"'01-1111011", <br />II �� k T14i !41 <br />- <br />MOUNTINGS / <br />-I- 4e � � <br />e* ,..� <br />SCALE 3/8 1 1 , ��, ,T <br />,�v,,N <br />I <br />I � <br />\ <br />" . <br />i ,40.44167 '.. = FLORIDA BUILDING CODE (Non High VIIIINOTtl Hur IcOnd Zone)i <br />- : <br />I * :. -* ----�-! - .1m 1.=, W. 24 GAGE GALVANW STEEL STORM PANEL I'A. <br />CRIIIN ei� <br />1 . INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. �, Ii... STATE op i'On, I - <br />DESIGN PRESSURE RATINGS (p.s,f) AND PANEL C,. 0,, <br />I s ,_ "I, I GLOBAL PROTECTION PRODUCTS, Ut. `T"4=',m <br />- " � "LO Rvo�_.,.,___�_� / IILIECO,7� <br />AS PER ELEVATION ON SHEET 12. , ­� ,::,�* <br />,,,,,,, <br />LENGTHS <br />2� FOR NEW WOOD FRAME CONSTRUCTION; WOOD , 0W/,-/,---z--,, - Tw.--- - - - SA 01 STREET <br />=I. <br />GAVE. � <br />TO BE SOUTHERN PINE 2. W/ SPECIFIC 1, P.- (950RIA-7.1% `_ (`K`A)__6?. 20-i75 <br />MEMBERS NO "itoo" � - fw_-im";r=A_5V­ <br />DENSITY OF 0.55 OR EQUAL - - 0.1KNO NA. <br />— 1 <br />-ODMII �m _1­1 - I- <br />P1 sculmoiatiotEloAmm: , __�__ SHM to or is <br />=in zi:k ,4' <br />zLizm!�� I <br />- -I-- — <br />I <br />-4--F <br />a) <br />a) <br />= <br />U) <br />_0 <br />—m <br />> <br />C) <br />a) <br />= <br />-4-0 <br />m <br />0 <br />=3 <br />(D <br />III.- <br />a) <br />L_ <br />c- <br />= <br />0 <br />_0 <br />0 <br />C) <br />c <br />c- <br />Cu <br />-0 <br />L_ <br />0- <br />. <br />.a <br />m <br />0 <br />10 <br />-iI.— <br />(n <br />a) <br />-!:--- <br />= <br />(D <br />-0 <br />0 <br />0 <br />-0 <br />- <br />-0 <br />C: <br />L_ <br />0- <br />C <br />(1) <br />m <br />I- <br />%_0 <br />.0 <br />CU <br />L—L. <br />III,- <br />0 <br />— <br />m <br />> <br />U) <br />— <br />U) <br />­0 <br />(3) <br />E <br />L_ <br />Q) <br />_4­` <br />0 <br />L_ <br />0_ <br />-F <br />F— <br />U) <br />m <br />—0 <br />,O <br />. = <br />— <br />ku <br />0 <br />C)— <br />< <br />U <br />z <br />I <br />F <br />2 <br />/ <br />- <br />��_. <br />C14 <br />= <br />- AR <br />= <br />= <br />I.-. <br />!2 <br />LAJ <br />2: <br />_= c, <br />6 <br />r- = <br />C_:I Z,� <br />jE <br />M ;i,< <br />_.; <br />LA.. 0_- <br />.!�2 <br />to <br />= - <br />C14 ,= <br />On <br />.:x <br />= tv <br />C11 � <br />3� <br />0) <br />a) <br />C.) <br />. <br />= <br />'!� == <br />- <br />E- <br />- �5 -Ax <br />w <br />I= <br />f.3 �5 m <br />— <br />3: - <br />m <br />= <br />w a) .= <br />.; CJ W <br />— <br />.!= <br />i = t= <br />w m <br />=I- <br />= , :2- <br />= _= <br />L" =_ <br />= E <br />ro a, <br />,_� <br />- <br />JF <br />U) <br />L. <br />a) <br />(1) <br />C: <br />m <br />0 <br />0 <br />L. <br />L. <br />:3 <br />w <br />:E <br />< <br />z <br />= <br />< <br />__j <br />a- <br />Q) <br />(2) <br />_C__ <br />U) <br />m <br />> <br />0 <br />L_ <br />0- <br />0- <br />< <br />-4-4 <br />0 <br />=3 <br />_0 <br />0 <br />L_ <br />0— <br />(3) <br />U) <br />m <br />Cn <br />SHEET NO. <br />SH 1.4 <br />