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0 <br />END QL0Sj!RES UETAIL I __________ ___1 <br />S FOR INSTALL&T19N IN POURED. CONCRETE, <br />C NCRETE BLOCK OR W0120 STRUCTURES, YALID FOR REGULAR, LIFE <br />SAEETY & E-Z HANG 5TORM PANEL 0) SYSIEMS <br />I- -1-11 I <br />.. � 61 I ca"m <br />j__ ___1---­4,,(3) 0 0 OR , <br />FIGURED <br />, <br />"' <br />il'�,, <br />"1, <br />, , <br />1. 1. <br />IZIM-4 (�) & 0 04= ", 121`s1Aff1W A.-Z-011 �_, <br />I � , <br />" <br />� I ANGIE WON Y4;f ,� , # <br />, A , , , <br />� " <br />__2 1/2 TAPOON 6 ill v 1 3/4' <br />� -11 <br />. I <br />Ili)] "' � A <br />1 1 min, I - <br />"", -1 <br />1 ./4-f . _ I � 4 <br />11 <br />I . <br />=%, I <br />I ;?r <br />I I- �_- <br />=0=101_� � . O' ",r,J,� � 2 I /r <br />� <br />1w, <br />REOUM . �1�1� I <br />I Mt.'r­ , - -- <br />2*."4' WOOD FRAME / L-1 OR(D - - <br />I I - . , � <br />'VIA'a <br />jl� <br />" . � , <br />. .1, <br />I I <br />-11 I �� y " <br />\,�,,�,_ �-,�,, I== I � <br />r-I-) , .I/. _j I <br />1�__ �foi� <br />-7 �, --I,. <br />I - t <br />I �, I,- - <br />/-, il <br />. W Rk,AVm40U ', i, "' .= l, 1 <br />1�� . . - * <br />, <br />.1 , j r .r A -m '� <br />, , <br />­ "I <br />I 9 12- O.Q i : 1',0,1rw,- i <br />1. I , VARIES <br />��/ <br />, <br />, <br />I r , I " i I I <br />, . , <br />': 21 1 f,!,��%I <br />i i, !p WAL -V< L �Cm UVI,,, I I <br />�, I <br />11), / III', I <br />� <br />" -----.-.!L--- ; I Z PGAINTO rowAm, CDNCIWT <br />y i tIi - . __T __ __ 2,010-11154 SHEET - <br />- - - , <br />2 x 4 , I--�- 7 ---- 1-J"m AUN. SUIT PiAlf ,�, BUM OR 2*.e WOW FR&W <br />, , 'Ttp REOWRM <br />-"I I �r_ " �� I , 7 1 I � li� <br />3I05 I 'ULO, I _1 2 1/2' / 1 <br />I �T /,�, ,kj, <br />'ULO, , ' <br />ALUC, <br />am- 1;. � - <br />, 1� Min, ,� ­ 2" 1 'I <br />'14L x <br />CON't ANGLE _; A, - <br />-, <br />� <br />� " ,�� M.A. GAP <br />- ____ - __ �__.:�.___j <br />1�� 1 <br />4", <br />I/e if 80Q, ,_f .072' <br />-, OT-To <br />0 to; "m .. <br />ir at <br />*/11-41"Aa C-L N- AMC" <br />gME A (PLAN) rtME 0 (I!LW CAU C (PLAN) CA5E D <br />scai 1 li�.l - - WALE fle-l* SCALE 1/4". I� SCALE 1/4��I" <br />1 <br />��, __­ --v -1 SOLIC-SIT OR C"-4N <br />z I Qw.,&, - <br />� --J----(-a) -q .0 a OR =,-,r-- V'-= OR � kqa"E pws (va \ <br />11SXx .. OR 2-. - wow SOM OF DPDMC � SCHEDULE ON SHEETS <br />� , __ ("N, PANEL , � AS *"JCAKE I - - � - <br />- m:%ra111x%R S FRIW RWUM -­ I , 0 - a , - , - I - I __ 11�____ <br />� r.� NM IT 6. I T & 0 1 , <br />. I I I � I -- <br />i WIDTH) 2 -POLRED PC!pn Cot"M REQUMIED I I I 1� <br />� 1 ix'k I 1. ­­_­ � �11� .. . ,1_1 <br />i OR 2*44 WOOD ITIAME � - <br />&OCX <br />"I'll N <br />I .� ��­ ­11111 "I " f W I IV. <br />, ,". - � _e24�,�� I I - <br />���' , ,, 11 , , <br />'11; 1. 11-_ V��,.,,i, <br />\<1 <br />I KW W <br />a ij OR(k ,r'j') <br />� VARIES IV ,&A= FRDNI * <br />REAR PARM111 TO <br />� 91 Ift, INTAIR m <br />" ��/ - INALL END PAME* <br />1=x <br />I x - 90. OWAKE 1 -7-!- 1 , <br />i � _� 7 7- vir, <br />. - <br />: 1� Y, <br />i � � '��� Y I I <br />. __ # -_ ____ ---- i_�j CASE G <br />,/.*." - - "'HIIHINAN, <br />" \_�f_1y'__\_//_ <br />AMHPMl)s,I;,IA"47 ,e�i� h, T/0", SCAL�E 1/4-.1- <br />.� ...... �. 0 5%, <br />= ;Z,0!;U <br />,&%.�, , <br />L VALO FOR DIRECT MOW WSTALLATION ONLY & <br />mil,' or Olt 4P4 -"\\Ms,"� !IiN, <br />�� <br />, , � ,� <br />, . e . ' �_ CM11FO PANEL ASTAuATION, AT WALLS W/ <br />zz - <br />z i Na 44167 "', I SLRN�ACC LEVEL VARA71OkS�VATVRN 310 <br />1 <br />=*: * . Or S <br />. <br />1 '. * FLORIDA BUILDING CODE (Mon High ValocIty Nu cone Zone) <br />C SE E (PLAN) CAaE E (PLAN) 1. .. F .� vK40 1100m. oft 24 CAGE GAILVANIZED STEEL STO11M PANEL Lp. <br />.. .- " DUN In. <br />- - <br />SCALE 1/4 -1 SCALE 1/4'-I' � .. �!DRIDV_... - Z T —N! <br />GLOBAL PROTECTION PRODMS. LM "'_ <br />T:1 =�� <br />C. , WE <br />4��r\ <br />- TICIPPM, . ==m— 4WL1",,W <br />m .W. mg:x. — <br />""'Iff-li - <br />__ PHOM- C154YO-7544 FAX ("4)%V-WV 20-175 <br />,_ I ---- *,I <br />Pl- 7ALMONARINITI"t CA-00"Its - � I " - <br />WAOTR "Ill a or to <br />. ___ =._=19 Lt <br />� <br />- <br />I <br />MAXIMUM A.S.D. RESSN PRE5SURE &MING (p.s.f.) AND CQRRESPONDING MAXIMUM ANQHQR SPACINQ <br />R 5108 EANEL(DIRMLIABONS 19Q WAD STRUCIUM <br />(VALID ONLY FOR PANEL 0 INSTAILLATIONS AS PER ALTERNATIVES 1W THRU 4W. ON SHEETS 6 & 7) <br />VM. ALSO. <br />DESIGN <br />PRESSURE <br />RATIN <br />(P.-J.) <br />MAXIMUM ANCHORS SPACING FOR E.O. - AS SHOWN ON SHEETS 6 A 7 <br />' <br />APPLICABLE <br />I TO <br />AI.TERMITIMES <br />III & ANY <br />comstmArioN <br />OF THEM <br />PANEL <br />`E_ <br />Itt'-) <br />TAPODN <br />— <br />LAG SCREW <br />PANELMATE <br />FEMALE 0 <br />PANELMATE <br />PLUS <br />- <br />WOOD WAtm'4 <br />- <br />13" <br />15" <br />Is- <br />15, <br />i,� <br />1W (W) <br />-i— <br />— <br />is- <br />I r <br />- <br />IV <br />- <br />13, <br />I <br />13, <br />W (IM54 <br />- a 11r <br />6 I/e <br />a lIr <br />i 1-fi�- <br />It lit - <br />" "'p) <br />- <br />- - Ir - <br />- <br />---,,F- <br />- <br />___W7___,__ <br />F____ <br />___ <br />--i 114� <br />—$I-,--- <br />"---I--- <br />_7i 1/2' <br />r­­ <br />- <br />-^--",W-- <br />- <br />__ <br />::E,/I� <br />- <br />___ <br />' *) <br />­ <br />. � �_ <br />W <br />' :� <br />! jMD11.) <br />V_IV <br />OR <br />LESS <br />I--, <br />3 <br />__ <br />_____ <br />IV <br />___._ <br />13" <br />ill <br />oP3 <br />t_E__ <br />+45, -45 <br />OR <br />LESS <br />--.!Z— <br />is, <br />__ilL <br />1 r <br />IV <br />._'.�_ <br />3 <br />_.�­ <br />3 <br />13, <br />13, <br />13' <br />13, <br />a 1/2' <br />Till (W) <br />- <br />IV <br />IV <br />13, <br />IV <br />1. <br />IW ( <br />- a 1/2- <br />T-I—?e <br />6 1/2- <br />- <br />6 1/2- <br />6 '/2- <br />2W (TOP) <br />- <br />- <br />- <br />f I <br />1 <br />6 1/0 <br />2W mm�) <br />—oon <br />,W-Q' <br />TO <br />- <br />- 4 1/2" <br />4- - - <br />- <br />a l7F__ <br />1/2, - <br />- <br />__ I- <br />iw <br />- ______1 <br />, - <br />- <br />4 llr <br />— ­­ <br />,/2* <br />;�� <br />— _' <br />--- <br />J- <br />- <br />sw Motrw <br />- , <br />to 1/2. <br />--t- - <br />0 1/2'__ <br />_ <br />, <br />—_ <br />12, <br />— <br />.- <br />—_ <br />4W (TOP) <br />— <br />I <br />- <br />1 13, <br />13�, <br />IV <br />--T3-;-- <br />—a,- <br />ILI - <br />1W (BOTTOM) <br />L - I <br />ISEE TAME it FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS — SPACER " IS <br />* USED, CORRESPONDING ONLY TO ALTERNATE 21Y ON SHEET 6 1 <br />mm� AISID. <br />I <br />WXIMUIA ANCHORS SPACING FOR F-11 - AS SHOWN ON SHEETS 6, At 7 <br />- <br />APPLICABLE <br />MAXIMUM <br />DESIGN <br />TO <br />PANEL <br />IAPCON <br />LAG SCREW <br />P44EL44TE <br />PANE <br />�U,,Alr <br />WOOD BUSNING <br />PRESSURE <br />RATING <br />__­ <br />,&ArT" <br />tounif <br />-e <br />(O..Q <br />FOAALE ID <br />PLUS <br />OF THEM <br />(11-3 <br />ir <br />i3* <br />TV <br />Isr <br />13' <br />IN (TOP) <br />13- <br />IV <br />IV <br />1�� <br />" <br />I* (vortow) <br />- <br />____j:_ <br />13 1/2' <br />__ <br />ZW (TOP) <br />- , <br />_±_1/;1�____t!/T___��_1_/2* <br />- <br />- <br />.___.±Y_2"_ <br />6 1/4- <br />12 1/2, <br />_ <br />1/4* <br />� *' <br />IT-W <br />I,---,- <br />'r <br />---,---,--- - <br />7 112- <br />- ­ <br />__,__K_.__ <br />__.. ___ <br />a* <br />__.____ <br />__�__ <br />- <br />___ <br />1,11LIT-Ri:__ <br />OR <br />LESS <br />__ <br />7 TIr <br />______ <br />'. <br />a, <br />,.- <br />- <br />1)) <br />� ...... L ... �� <br />3 <br />­­.- <br />1Y <br />_____­___ <br />13, <br />Is; <br />_____ <br />IS: <br />+45. -45 <br />tr <br />_ <br />IV <br />IV— <br />_13- <br />Ir- <br />- ( <br />I <br />To <br />+75, -75 <br />Is" <br />is' <br />13, <br />Is- <br />I - -iiur -- -- <br />__ <br />i-yr-oop! - <br />- - 1 <br />IV-_ <br />13:' <br />TV <br />Ily <br />61/0 <br />lis (BoTfom) <br />6 1/2' <br />1/2' <br />2 <br />1/2� <br />6 1/2" <br />2W (TOP) <br />- <br />__�t <br />__jj��_ <br />6 1/4' <br />__L_ _ <br />12 f/2* <br />a Ip' <br />!t_0_­1_ <br />-w-41 <br />, <br />.___Z� <br />_7:E,ZF�-1:_-f-_,/K__. <br />_ - __ <br />!! <br />'i-S, <br />_!t_L/_r <br />a, <br />I <br />____i: <br />5 1/�� <br />S, <br />I S� <br />- <br />- <br />-um- <br />3W (BOTTOM) <br />, <br />Ir <br />___ <br />t2- <br />Is- <br />13' <br />__. <br />S 1/2' <br />__ <br />4w (TOP) <br />- - '. <br />IV <br />IV :]= <br />- <br />13 , <br />TW <br />- <br />14W IBOTTDM� <br />I <br />-_ __j <br />SEE TABU 11 FOR VAX, &S.D. DESIGN LOADS & ". PANEL LENGTHS WHEN VAC 64 IS <br />F USED, CORRIESPONINNr ONLY TO ALT ~1W 2W: ON SHEET 6 - I <br />lot; <br />#j 6 <br />A.S.D. DES" LOAD <br />MAXIMUM PANM <br />LENGTH <br />40 PSF` OR LEM <br />1 - <br />- <br />6,_6. <br />-.I-.-- - <br />> 40 PSF TO 50 PSF <br />61-2. <br />1 <br />[ > 50 PSF TO 60 PSF <br />5,_101 - <br />A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS <br />W/ PANEL MATE: OR PANEL MATE PLUS <br />ANCHORS & W/ 8%Ate�,NIZ, 1/2' 04. <br />INSTALLAT19N OETAILS E0_R UFE SAFETY P-AMELnl <br />INTO POURED ONCRETE OR CQNCREJE BLOCK SJRUQTQRE� <br />1/4-0 TAPC 1/4-0 TAPCcn___ __pmm POURED <br />ANCHOR 0 I�­D.C� � , i 7- =ETE`O`R MCH" 9 0 0.4, � � CONCRETE OR <br />I I <br />, <br />. "" CONCRETE BLOCK ' �k CONCRETE BLOCK <br />LL, ��,,� REOLORED. ` _'," REQUIRED, <br />r, � � *" <br />I � r.N ,',' , , I - 4) <br />" , , 1_1� , <br />" <br />I f _14 I <br />0 <br />ED:# <br />I* Lt., <br />XPARAMW <br />TO GLASS, <br />I <br />� <br />0 <br />L <br />�.In <br />, `11 W_ <br />PANEL LENGTH <br />(sn EmAMN <br />ON SHEET 12) <br />t/2 <br />I <br />1w,iX141 [IIN §Z�-!. <br />rX1*iW_ 1110t � <br />--- <br />SM SHEM 15 A, It FOR NOICIRS rIPt & SPACINa MR <br />116TAUATIDICS INTO wow MAW SULDIRW <br />"" ANCHOR SPACINGS AND MINIMUM E= WTANCE <br />ARE 000410 ON INS SCHIED"E. FOR Lit. MISS THAN <br />INDICATED ON SOIEDULI REDUCE ANCHOR, $PACK BY <br />"TKVM SPACM SHOWN ON SCHEDULE BY THE <br />FOUOWNG FACTORS. FOR THIS OPOWTION TO K POSSBUL <br />FIDUCED SPACING MAOILD USING FACTOR SKU NOT BE <br />VISS TWIN M*4AMM spook, INDICATED MR VIO" ANCHOR <br />TYPE IN THIS Sclectof- <br />ANCHOR "PE <br />­;N"%1V!,J_ <br />. <br />Pitt <br />Maim MOW WAmm Do <br />- __ <br />" <br />-== lc� p') <br />� <br />js <br />i <br />I <br />.J3 <br />,,/2 <br />"Am. ]IRA mmm OW <br />*am <br />, l/. <br />i­­ - <br />- <br />- � <br />_--l�e. <br />- <br />... <br />­­�� <br />i�_ 1 <br />__:�_­ <br />3 , <br />0 <br />1=01r.P0.18KOM <br />CONCRETE BLOM <br />REOUIRED, <br />1=11ANILMAII) <br />0. <br />WAU "NTINgs <br />WALE 3/8-t- <br />i <br />� <br />� <br />191�E-p I <br />1. <br />I <br />. V MAX <br />O . PANEL LENGTH <br />� (SEE DUEMATION <br />___ I ON SHEIEF 12) <br />1 � <br />. <br />q <br />(VAUD ONLY FOR PANELC) INSTAL.LATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5) <br />MOL A,S.O. <br />DESIGN <br />PRESSURE <br />RATING <br />(P..,f,) <br />"IMUM ANCHORS SPACING FOR " E-0. PER SCRRDULr BELOW ; I <br />I <br />9m <br />I <br />-,X. <br />I <br />MAX kSID. <br />DESIGN <br />FOCSSURE <br />RATING <br />(Pl.tj <br />— <br />MAMIM ANCHORS SPACING MR MIN F-11 PER SCHEDULE balow �F I <br />- - r <br />C'M <br />-1 <br />Ad I "UM <br />LZIF, <br />f-) <br />1APON <br />$"-Sv <br />I ROIEWTE <br />FEMALE <br />I <br />ID <br />PUAS <br />ZMJMC­NAIUN <br />, <br />CALK-4N <br />TAPOOK <br />SQUID -SET <br />PANMAA11 <br />FEMALE <br />0 <br />P TE <br />PLUS <br />ZNMAC-NNUN, <br />CAL" <br />1 <br />- <br />'16 <br />04"In <br />TO <br />C%W <br />TO <br />mown <br />To <br />mAstwTomolix <br />to <br />. <br />& <br />— <br />mi-mm <br />116 <br />ocr <br />R) <br />....., <br />" <br />C., AW <br />TO <br />mmm <br />To <br />R' <br />To <br />4%W <br />coNl6k&E <br />to <br />To <br />.1�6. <br />OF INC. <br />— <br />+-.-46 <br />OR <br />LESS <br />IV <br />IV <br />13, <br />I <br />� <br />­ <br />— <br />Ir <br />__1_r <br />-1-m-py- <br />W-0" <br />OR <br />LESS <br />+AO, -45 <br />To <br />- - <br />I <br />ir <br />IV <br />13, <br />'r <br />IV <br />13" <br />ir <br />Ir <br />IV <br />it 1/2' <br />1 (TOP) <br />51-10' <br />OR <br />LISS <br />. <br />Ir <br />Is- <br />- <br />7 _;37 <br />- <br />1 <br />13 <br />13, <br />1Y <br />__ <br />is- <br />1 (BOTTOM) <br />7 <br />ir <br />IV <br />13, <br />Ir <br />IV <br />13, <br />- <br />13, <br />— <br />13' <br />____ <br />IV <br />-':- <br />is' <br />It 1/2' <br />t (BOTTOM) <br />ly <br />IV <br />IV <br />- <br />is- <br />Is- <br />13' � <br />13, <br />I IV <br />! Tt) <br />�Y <br />3 . <br />:_ <br />IV <br />IV` <br />Ir <br />la- <br />Is' <br />73 <br />Is- <br />I 1 1/2' <br />-TOP) <br />2 t <br />1Y <br />Ir <br />--!L - <br />3: <br />- <br />13' <br />ly <br />13' <br />_i-;r <br />Is- <br />__2L_ <br />IV <br />LMOTMM) <br />is. <br />__L3�___jr___!3 <br />ir <br />_ <br />Is. <br />_ <br />IV <br />I r <br />IV <br />— <br />TV <br />-73-�- <br />13, <br />-I <br />IV <br />IV <br />IV <br />17 1/2' <br />2 (2017010 <br />IT <br />_ <br />_LT <br />IV <br />IV <br />_L __ <br />IV <br />_13:_ <br />IV <br />_. Y <br />I <br />_2V <br />11 <br />_.2r_ <br />— <br />- <br />Is- <br />1 Is- <br />13* <br />Ii (mm _ <br />13' <br />IV <br />I IV <br />". <br />Ir <br />IV <br />3 - <br />IV <br />ly <br />- <br />ir <br />It 1/213 <br />(TOP) <br />� <br />- <br />­ <br />- <br />12 lIr <br />__ <br />T2 1/2' <br />- <br />Ylle <br />I - <br />i 1/4' <br />5 1/2' <br />-j72­T­j <br />e <br />- <br />- <br />I/ <br />___ <br />It 1/4- <br />S (BOTTOM) <br />- <br />- <br />112 1/2'12 <br />1/2' <br />6 1/4* <br />6 If-' <br />2 I/r12 <br />1/2' <br />- <br />— <br />- <br />— <br />6 1/4' <br />6 lie <br />- <br />3 (BOTTOM) <br />_� - - <br />- <br />r - <br />-,i:- <br />—a <br />-67 <br />—ir <br />ar <br />W <br />r <br />.1 <br />IV <br />,!�_ <br />!: <br />Z —(,W) <br />- <br />W <br />5 1/2- <br />. r <br />o' <br />r <br />. <br />- a <br />6 1/2' <br />- <br />S`__[7 <br />___ <br />1/2' <br />— <br />g' <br />--:�=_ <br />6" <br />IF <br />i: <br />Z (top) <br />_r __ <br />f- <br />�______,__.__,__ <br />_13: __ <br />Ir <br />- <br />_Tk­ <br />-= <br />_LSL _ <br />13- <br />- <br />i��_ <br />- V, <br />13- <br />- __ <br />li�7_ <br />-';3:' <br />-= <br />TY <br />IY <br />57 <br />ji <br />-F- <br />13- <br />__ <br />IV <br />ta- <br />-i- <br />­7- <br />_' <br />IF <br />--'--- <br />137 <br />, is-- <br />--57- <br />' _6 <br />� <br />1 - <br />-TS; <br />—_ <br />- - <br />�r <br />— <br />ill <br />is- <br />-W - <br />--�� <br />3 <br />____­_ <br />13, <br />- Ir <br />-_ <br />--iF_ <br />Is, <br />13" <br />-- <br />­ . -2 <br />a <br />- <br />1 i; <br />- <br />Is-- <br />131 <br />-i <br />_yr <br />- - <br />­ - <br />�� <br />—4r <br />1,31 <br />_T_,M <br />4(00001' <br />-_ ___ <br />� CY O�) <br />-_ - <br />i WITEM) <br />6 cW) <br />­ <br />­_­ <br />- " <br />_2�1_ <br />is, - <br />- _­_ <br />_ii�_ <br />IV - <br />r <br />-2:_ <br />13, <br />- <br />— <br />_2l7_ <br />Is' <br />Ir <br />73� <br />-'71-3;- <br />_- <br />__ __ <br />'ir <br />-13�- <br />a, <br />-, <br />�r <br />- -Ir-T- <br />I - <br />--- <br />1 13 � <br />, 11. <br />_,1 <br />ii; , <br />1"F, <br />� <br />1 Is , <br />i 4L <br />::Y� <br />,a- ­ <br />--ir- <br />=- <br />�1' cli <br />__ <br />11 112.5 <br />__ <br />;F(-,;F,� <br />- - <br />i, OCR <br />____ <br />(BOTTOM) <br />— <br />- 13� , <br />- <br />OF <br />- <br />Ir -- <br />ll�V <br />ir <br />6 1/4' <br />- Is"- <br />8 1/4' <br />L'--L3:- <br />9 1/r <br />__�f_L_!�� <br />- <br />1 - <br />lV__ <br />- <br />-Tr <br />, - <br />, 13' <br />6 I/O <br />1 1 t/2' <br />Tl7l 0 <br />5 (RIP) <br />a mm-) <br />=' <br />- <br />- <br />1i 1/4- <br />__ <br />Ile <br />I/*' <br />i 1��4 <br />- <br />- <br />_-T <br />- <br />1/4-16 <br />Ilels <br />(90ITt") <br />Tr <br />5- <br />I IV <br />,10 1/2' <br />TS- <br />7. <br />13, <br />'r <br />7 1/2 <br />15 1/2 <br />!V <br />' ' <br />�! 1/2, <br />I (TOP) <br />ya'-s' <br />!* . <br />1. -1 <br />- <br />13' - <br />_S_ <br />_LL- <br />ly <br />a--,/-2* <br />IV <br />a '/2. <br />It 11ris <br />I /,� <br />13, <br />;71/r <br />I TOP) <br />�,V-fr <br />To, <br />ir-s* <br />_j <br />7- <br />IV <br />I i'37- <br />IV <br />2 1/2 <br />1V <br />2 1 <br />10-1/2 <br />7 f/2 <br />_ <br />_ <br />- IV <br />- <br />Ir <br />I (BOTTOM) <br />IV <br />? lIr <br />'i3fl- <br />Ir <br />IV <br />IV <br />to, <br />ill <br />llt� <br />11' <br />Ir <br />1 13, <br />1, 1/2 ' <br />a i/2' <br />i (soTmu) <br />_:r <br />1V <br />. <br />V, <br />1), <br />70 il:r <br />TV* <br />7- <br />tr <br />r <br />7 1/2 <br />5 /2 <br />Is- <br />4 lii�7 <br />i-65�5 <br />". <br />I 1. <br />13' <br />I 13, <br />IV <br />0 llr <br />TV <br />9 1/2' <br />9 1/2' <br />6 llr <br />1 Is- <br />S "2 * <br />$ 1/2' <br />, <br />2 (TOW1 <br />'') <br />­;F- <br />iF- <br />.— <br />- <br />_F - <br />-7- <br />--,-,- <br />11 <br />__�­ <br />. <br />__ <br />- <br />is <br />1Y <br />___ <br />i.�l TPZ <br />__ <br />-i <br />-57- <br />— <br />13r, <br />_,_ - <br />ii <br />j2-t j� <br />- __ <br />__2�_ <br />13y, <br />/ . <br />6 1 4 <br />­ <br />_Y?� <br />i-11-1 <br />6 1/4* <br />___ <br />ls, <br />— <br />—14* <br />12 11r's <br />—$- <br />9 1/7 <br />7 I _72 <br />— <br />../c <br />— <br />—joip <br />iiri/_2 <br />— - <br />- <br />- <br />�Z <br />7 =__ <br />-1 -1/2 <br />_i"__1_/2_ <br />­7­ <br />- - <br />i; <br />1 - - <br />S <br />' <br />= <br />�- <br />.1 _3 <br />__ <br />S I/ 4, <br />fl/2� <br />5 1/2- <br />i-W <br />__ <br />-i <br />_' _m!: <br />2 (BOTTOM) <br />,3- -0mvp-) <br />- <br />! (",—I'D") <br />- 13, <br />7 Itr <br />Is- <br />IV <br />0' <br />I*' <br />IV <br />to, <br />It- <br />, <br />73-37- <br />6 <br />iT-1 Wir <br />i, <br />2-1-Ir <br />- <br />__ <br />__ <br />— <br />____2K_ <br />— <br />3: <br />a IJ2- <br />S (TOP) <br />_,V <br />- <br />- <br />_!V <br />12 1/2-12 <br />_1�3�__ <br />1/2' <br />-.!-3:- <br />6 t/4- <br />--j-0:_ <br />6 $14' <br />_,L��_ <br />12 1;i�L12 <br />_,!a- - <br />I <br />_11�__��:_ <br />- <br />-1 - <br />5 1/4� <br />� ,/, - <br />11V <br />' <br />7� <br />$ WITOM) <br />T-T/7 <br />­i- <br />—i <br />—a <br />-I- <br />—. <br />—a. <br />__L2 <br />A` <br />_.: __ <br />4 i/2- <br />'� ___2 <br />Tile <br />__ <br />r172. <br />1 r <br />V <br />X <br />4 (TOP) <br />a . <br />r - <br />- <br />__ <br />W <br />i Ilr <br />— <br />- <br />r <br />— <br />. <br />"' <br />i 1/2' <br />__ <br />- <br />— <br />It <br />4- <br />__ <br />- <br />110 <br />— <br />S A/2- <br />— <br />- <br />C. <br />1/2. <br />, 'Y'. <br />2— <br />r <br />. <br />I (W) <br />4 <br />- <br />,F- <br />= <br />-__ <br />r <br />4 <br />­_ <br />­ <br />--- : <br />. 91 <br />__ <br />- <br />__ <br />r I <br />__ <br />- <br />__ <br />.5 1/2' <br />­ <br />- <br />— <br />7 1/2'. <br />_ <br />- <br />4 mtmm) <br />#_ <br />__ <br />2: <br />if" <br />_F <br />I, <br />TV <br />-w ­I,t <br />I r <br />9 ,/2,10 <br />1/2, <br />7 1/2* <br />_ <br />is. <br />6. <br />It (YOP) <br />13" <br />a 11r <br />,V <br />I IV <br />1 Is- <br />,O. <br />I,, <br />to' <br />it' <br />a" <br />- <br />I � <br />. / <br />11 <br />f <br />­= <br />__ <br />I - <br />... - <br />I �� <br />I IV <br />19 1/2'1 <br />". <br />9 1/2- <br />Ill/ <br />r, 71+�A, <br />, lIr <br />I <br />IV <br />a I)T <br />5 (BOTTGM) <br />it <br />. 1'. <br />, '�, <br />" I <br />1 2 <br />,I* <br />To' <br />I It- <br />a- <br />13- <br />S ,/ <br />a 1/2- <br />I <br />5 (BOTTOM) <br />__ - <br />[ �r <br />". <br />� !:� <br />I . <br />i <br />i�& <br />a 2 <br />;, <br />i__ <br />I/ - <br />_J <br />2 <br />� <br />, 1. <br />13" <br />'��'/, <br />10 I <br />I/V <br />Ir <br />-I-- <br />4 1/2, <br />' - <br />6 (TOP) <br />I - <br />I - <br />Is ia:j <br />. <br />_� <br />I <br />. <br />_ __ � <br />--!-'- <br />�'_- <br />I I 24718 <br />1/4�14 <br />1/4-1 <br />- <br />' <br />1 __ j <br />- <br />1 - <br />1/4 <br />i Ile <br />G (SM -) <br />m Slow it 11 Too A I *No" T'n * mwjo; f,w ViSTAURT04 *m vom mw itiumNott, <br />, WAIMMA ANCHOR SPACOM AW MIMMJJW DOM DWAMM Aft INDICATED ON THS So"" M f D <br />Lm THAN Noo4m m sal"mu fmwm AWCHOR Sp4m st, WAIft"m Sp9oft SNOW Oh <br />$010MUE Ff THIE FOUAW94 FACTOM fOR THIS OPEWON TO BE POSSMILIL 0310M SWIVO <br />ORIAHIED VSNq FACIDA, SH&U. NOT SE LESS THAN MMINM SPACM INDICATED I`OR EACH ANCHOR TYPE <br />ON THIS SCRITO(Ij- <br />, /4 <br />/1"i. <br />i/4-0 <br />,/,V. <br />_ <br />Ile. <br />,--.-- <br />Anct" Irm <br />.--L/* ---! _�t_ <br />WCON sa�so <br />I �, a <br />ZAI,I6� <br />CALx_* <br />__ - <br />IWAIMAIM ANCHOR SF-AC04 (Ift.) <br />­1 3 <br />1 3 <br />__ <br />a <br />2 vr <br />I t/1 <br />offumna - W4 <br />1 <br />r <br />-,.L,-/V-- <br />I <br />MCA" ",I WON <br />Ek <br />. - _,Lill' <br />:, <br />.- <br />---!-- <br />31/1 <br />11 _1/r <br />, I <br />-I <br />ACIUMIL ba <br />FACTOR <br />__,._,____j_1Y/i1*___...______ <br />` <br />---- <br />- - <br />-- �___. <br />�:-Ij­ <br />------- �� <br />­'j�� ­ <br />2 11�' - - - __ <br />_____1__­ I <br />--.,., <br />- <br />I <br />OL50 <br />__ - <br />. <br />- ____ <br />r <br />-- - - <br />- <br />- - <br />040 <br />- . <br />i3m <br />. __ 7 <br />- <br />�­ <br />.�L <br />P. <br />____ <br />I. <br />- <br />I. <br />,__________n_ <br />3 1, <br />- <br />ll� <br />" <br />I- - - . WHEN �w <br />1,FACINgS ONLY VAUD IS USED #I FOR MAX. A.&D. <br />. fi <br />F11 rl! <br />DESIGN LOADS & V" PANEL WHIM I�A USED. <br />Mal& <br />Al a I <br />A.&D. DESIGN LOAD <br />MAXIMUM PANEL <br />LENGTH <br />40 PSF OR LESS <br />6'-B* <br />> 40 PSF TO 50 PSF <br />W-2- <br />- <br />I > 50 PSF TO 60 PSF <br />5'- 1 O" <br />A MAX. PANEL L04MS ARE FOR INSTALLATIONS <br />, itl�% VALID <br />W/ SOLID SET ANC14ORS SPACER AT 12 1/2- C.C. <br />— <br />__ , __ ___ -"-"-��--�---,---��,---,�,,�,-,ANCHM (SCE SECTIONS * ALTIRNATOM ON SHEETS IS, 14, 15 A'16)--- -- , - _­ __ ___­__-_ __ _- <br />I I <br />I 3: mAx R-lA/13,, R-2A/13. R-SA/14, R-is/13, 0-20/131� R-39/14. r MOOL � <br />I- ---I R-IAW/115, R-2AW/15, R-3AW/16, R-18W/15, R-28W/115, R-31YA/ ,- MAL � <br />D.m..(j), - ", + * Is. �-, <br />I . <br />- i___ -­­---­­ - ___.__________._________ _------­ 1k ----- -- --___._'�__� <br />q)Or04_ _____.__,_1____­ � <br />� t i 7 � <br />�, �, <br />i <br />6 �' L 0 0 0 0 0 , � a <br />I � , , <br />� 51, , <br />____________4 I---- — , _,______ ---,-I----, -­­--! <br />� i � I <br />__ , <br />r <br />�1 t I I i � <br />� <br />F_�._T_i 11 -------- _____1_­F- - __i_1__i__7_1.___ 1_7-� - --[---- � <br />, I I 1 1 1 <br />, I i - � �� �il � � <br />­1 <br />t , � <br />� � ; � <br />I , I i I I <br />I 1 j , � �� I I � <br />I 1 I I I <br />i <br />I .I I I <br />I <br />� - <br />tl � <br />,�� � 2 I <br />, I I ! I I �� � <br />, 1 , I <br />. � 1 i . i I <br />� I � <br />! i I W i i I , i I L/2 <br />I I <br />I I . I ,.,- � <br />�. : I c . i � 1 114'0--OXI" S�s BOL175 W,O i I I I : : � I i I ; v <br />� ! . i I - I I <br />I - . <br />� I � c � � � <br />I I I i I I I JU5P FOR PANII LENGTH i : i : � M", <br />i ; <br />. I i . I t I . . : � � I : PANEL LENGTH <br />I ! -61) � I � � � I <br />0 I � � � � i I 01 � I ; I I i <br />I I � ,� � i � & i � I Owls i z 7' I.L21"TH I STORIN PANEL , m v, � i W-111' OZ <br />. <br />4 � � [ � �t R IlGUUAA STORM PAN�El_ � I � RECU �'L � 1 I � I 4ZO <br />I � � 11 ,_ ! 'W : i 'i � , , � I <br />� e I I , (W/ 04" <br />, � i ,�i ,� ! i , , i --- � I 1 , � � I <br />� - - ,"_ --- - _, - _j - -',- . , -.-- �,__, --- <br />� I . i 4---. 1 _ - - _j1.�,__'1_.__1i_ -1 ------------------ <br />� 1 � � , , , i , � 1 4 i 1 4 'r-V 6 +00.0. ­54.0 p�b,f, <br />x . � 1 � f � � <br />I <br />, i , � -, � f UFE %WFV,Y RM PANEL I e � - I � i I � I I <br />� � � , I i 1 i � � i <br />I I � � � �! I ;; - � a I � � � � <br />� I " , I � I A OVO OVERLAP MID PANEL UNM IROLT) <br />� � � - � � -- - " , -- _J_ - �, -_ -1 -L-1. � - - -_ I - , .., , _ - I � <br />.1 I � I � ­­ ��, _1 � I � , - I 1, -, I � -- - " , - I <br />� I , z <br />� �F, � I <br />I <br />, <br />- .1,11 - .I,- - - , - - i -i ___ ! - __ � I -, 1-111 I— ­­ I 11 I <br />I � I . I � - . . I I <br />",;;�� _­ �� � - <br />7 _f__ V I . I � , I <br />I - ­_­ i t] , L. � I , � � � . . ­,i�A 7 L USE T-6 - MIN. PAW UO401H, <br />i . . <br />I - - I <br />� I I : A - 1/4' 1 - - - 4 ---- 7 - - � - - - -_ � - - -- - _ __t . <br />I I : I � III, 511H 1 - ,, -20-l' 1 � ; I; _� �r I I AT ALL M � OUR!"m <br />� . , _ � - I ;, <br />I : - i 1 , S'S. BOLTS WA" � f � � 1�� � I � : <br />: .�� - I . -- : L <br />EA. GVERLAF <br />� � U I <br />� I <br />� ,_ i I AT r I - I <br />- r � I I . <br />I I r - I � <br />_, -___________'_ � ­ 1 7 : . '�6 I 1 k i � <br />- .. ____._ - �­, <br />I L -, <br />-1---, - - _--i " ,,� - . I � _____-__L___­ __ ­ -11 _-A- <br />, -, . � I <br />_______­11_­k . __ - �. - - .1111, - 1- 7----" � - ­ 11-1-1- <br />� , I � , V2 <br />. � i, --- --7-j_­-­-"T­---­---- �77_­____ -_ - 7 ,- ­_ - - . <br />� , I I � � � " . . I I <br />I t , � 1 5 <br />I : I I k� i I , <br />� q . � , i I I <br />� � <br />� � __ . � I � <br />- <br />� � � ­­ ....... � I � <br />; �'O � I � � ; t 1 � � <br />I - j 4�1 '�r, 41_],I'�' 1, _�:� �__-1--.1--A <br />i ; � ; ',_I____� � �-[� �L__ , i <br />L - 4, I <br />_111­__­__.­­ I - . _.__,__.____1 -, -1. I i I <br />- - ___ _L-i-I.- -1-11--i . ...... _1 . ..... _%_ _. <br />­_11-- -1-1--.1-11-1- ­­ rT----_- _­_ <br />,",..,-�1.1111-1---,--�,�l---�l-.-,"-�-.�- , I ", , - ...... �.. _---,­--T-­1 I-----,- � � <br />, -----­­' ----- -� � I <br />T , , " A <br />I , 4 . , ; . I <br />, c ;_ � I t­." I <br />-�-­, � -------- __­____­___1 _ ___ _--a ___ __ �j � ------- - �,. I 11 I <br />, . I I <br />� , I i -_ __1 &6Ffs , L <br />I � ��kd --- I <br />� . I I � : � � i <br />I . . I � I - <br />I I L 1 � � z I � <br />[_�__.__­ , ___ ____ __ -il . , , __ , <br />I I I I J = . In, ..-ry, I.- � � <br />� � , <br />I I I � � � <br />�, � i � I . � <br />r , PANEL BOTTOM CORNEAS � I 0 � I <br />� - I., <br />I <br />� k �1! � - i I I i � X-11 � I � I <br />D m (�� x I . � I . I __i -_ ---. ­1 - _._­J___­__­ 1. 11 .1 I <br />�_ � L <br />I � _.- I 7 I <br />- , <br />or 40 I - ;1�xj­ <br />I <br />; � Ww" f NUT ��T--� EMSIOR :.--W#4(; NuT AT <br />3.1 - <br />�lw,A�x: LtF1` PANEX RIGHT PANEL MAKI, t INSTALLATIONS ONLY VAUD FOR WIND <br />J� <br />, I. <br />� I* ARA, R-IA/11�1R-2A/13, R-3A/14, R-19113. R-26/13, R-381114, MIN,� SPEED UP TO 170 _PA� <br />� 1 <br />� A-IIAW/15. R-20/15, lkl-3AIA/19. R-law/m R-2"/15, ft-saw/16. 2 <br />� � <br />; __.- ... _________________ .... -, - � - ---micHolts (SEE SECTIONS a ALTERNATIVES ON SHEETS 13, t4. is &10) - - - _- ­­, _-­_ � , - , ", -,- - � <br />�/4 ,. W� W <br />-. �-- <br />LIFE SMETY STQRM PANEL �! ELEYAT-112N (t) �? <br />SCALE 1/4'-I' it <br />� Ili/ <br />01 REGULAR Z667' __ CI)REGULAR �, <br />� <br />,m'A I STORM PANEI OWN O`Te___1 �mpa "'LL10 ,06101m,", , STORM PAN& ,I <br />- -, -1 c <br />. � %W � , � <br />_ <br />_ . - � ------------ �__ - ­=P==�, �======__ - <br />� v-------------­ ��=�_ __ ___ ­ __ __ - - - ,� � <br />' I , I <br />- 21- `11�_,� __ - <br />I/-I .......... .. - ., �� "I'll, I <br />MAX -V�\ " <br />I - <br />", . I \�c .,.!!;tx � ___ I <br />1< .',L `�� <br />�, <br />1� <br />Z \ � I - <br />, , \ / �f, 11. / I P <br />��­-�_­­=­_ <br />, - <br />.­_­_.__ - - . I <br />. .4 f--. --, - , ­___­=____j <br />.­�=­=�4r=,==-, ­­­­�=�_­��­_�, --- , <br />, , 1-11 <br />. I <br />: , I <br />"T *. E <br />i <br />LIFE SWM PANEL :: <br />= " P?A- __ �-, * -Z-' FLORIDA BUILDING LOOP- (Mon High Valoafty Hu Icons Zon*) <br />__ <br />-�. f1p. <br />_,�_, - 40 DFARN or, <br />EMRIQR is, --�..RION ..- ,Mwm sot 24 GAGE GALVANIZED STEEL STORM PAM <br />.. <br />1.1 ... ______ <br />I __ 11TE C 0m., \ 01/n/ma, <br />/ GLOBAL PROTECTION PRODUCM I.I.C. DOE <br />SVJION -A , ON S.W. 5, STKU <br />." <br />SCALE 1/4'-I* 41711 If.p i�E'_7-n'__'1m"1m_= - (04W.5.6, �, I. 20-175 <br />PZ MAL/SONATURIE/Wr CA -WWI* -.1 2R!M 1-1w;m �?-rw- mu*Iwi A- <br />- i - - <br />I . .=z- - I <br />bi � Em 1: I � :z± ==.,:!j <br />- - <br />__ <br />INSTALLATION DETAILS E0 LIEE SAFM FANELOD <br />I <br />INTO WOOD STRUCTURES <br />. <br />­�,_''A_ M­ � Z­_ ,7. I I - _.- _­"� - - - - - <br />? I I : - ��, -7 1 - ' -,­ I - Y'r7-1-P! - 11- il <br />, , , , , <br />, , ; � . �, ,� <br />� i I 11 , � , , � <br />11 �. - - - i � ,�� � � ! <br />, I - , - __ I <br />"I 16 -1 ,-- �1 - ­.- _­ il I- -11 til <br />, � - 7 M I -,­ '%i,� -, `� <br />,/ . � --- ijj _ _��Nl HEADER - � <br />� � I 1'� _� , ,,-- - , � I I I __ I _ _=, HEADER <br />--, _7f, WON HEADER � 'R _,, iH - ED �, I- RED <br />1�, H - -REQUIRED , �1 _V11al"', I " I <br />,� 1: , - W, <br />", - -I- �_ 7­1*�", I <br />�, , <br />" �,-'i , ,�� <br />- , ,-, I ,,, " <br />1� �; __ 11 " � - _� <br />- __ 1'1_1� � , ­­, �� '� � <br />I _____ c 1 '� <br />"I-, I -11 ", _', <br />, , , " I <br />I � " ,� <br />, , i� �, � -0 TAPCON '� I r� e# I , , 1 TAP,"! <br />11�1� " I , 114 <br />.�L � , � 11`5 <br />� -, 1 / ,�� � i , _X4*0 TAn <br />I I � i � kCH -- -=. <br />I ff , �ACMR e �, \ \ k. I <br />O.C, � <br />�, , , /L�, 0 MID �, 11 ,� — � . .." I " 17 ,,� IS 0 .. <br />" ! ji, . F/ � 11 <br />I <br />I '­, " I �; 1. I , 11 � I'll <br />ji-; <br />di ,�� <br />"", , " I <br />, I 1i �q I ,� , , , I 41 <br />. 11 I , , � , 'I I ': , I I I �, /;;It <br />11 , , , ­ lj� � ,� , i 1-20 , . , � <br />, � � , �,� ij 1� %, . ;, ',I Ij I -.1" <br />� \ �- �I C2) l�",� Ild" I ­_(D e , , - , - . 'it �j . _j <br />. �,� , <br />� I " t � &", : <br />, <br />I " �� �__t ., - I ,: �8 mumm Et, <br />_� � -,e . o I'd Seel) k <br />I I. --c am" � ��_ I - J 11 I � 0, 'L' - t1r I' j 1/4- , � I I ­1 - <br />- I ,/,A- ; _. t - MOM 0, <br />-, - I I ­1 I I I 1- � 1 I/2* I 1/4 <br />1 - � " ��. ii - I 1, , i - I " I --! I i - <br />I ; NAX i 11, ), MAx. - I _ <br />.� � _ . - 29L1­,.I,W/A:L, I ---I ii ym�___ <br />S�� <br />, — i � - � , I , � -1 - <br />� � i: I - /i.,% . I � - , , I I <br />- . - , I , e % IL <br />I I " 11 W , __ I 11 ! 2 1 1 . I , . I I <br />� . � � i z �, ; , - , , <br />I S I � � r <br />�� � j - -1 i � ��, � , I ,,1 <br />� ,� i i I L . - I - ; <br />/ N ; � I � . m6,, � � <br />e . , ! <br />11 i I .i� � i , I �', it <br />; 11 ; � ; I- � i ��p 11 <br />f � , ; <br />i " , i , , 'N - ; � " I I I 1� <br />I - I I I <br />I , �. � I V � I I �_ I � �", — , I <br />I ; I i <br />I � j I , " k . W I I ; 164 � <br />� I <br />i - I I i I - t <br />-k,l i I ; <br />I I "I q) <br />I I I I <br />I I t5kww : � I it <br />; <br />,(4�_,- i <br />A I � it a i q � � - -4--_ _111 __ 11 �� A. l :111, <br />­15- <br />�4�� � - , - I A',,"", � <br />= " A,'�n" i ��', - : <br />"I_, - sAt* .1, 11r - ` I � , I i It I I : <br />_-1m!S14______ �� <br />" I � , <br />, i � -_­%�� _�__j_ � - I 1 <br />- _ I ­­ I � _- ­­� ­_ - ; � I' <br />� <br />.-------- ­� I I ___` &mftft� � I I <br />-F- i --- - .... � , I um;,Htmmx�o ,­ .1 I I _­ - <br />" I aw-M-0 ! _" .7 1 #1 =14 <br />� - T I Iv " - I "C' mm- <br />4 R I m" It I ; . .T �, <br />9��16­­­_ --I <br />11 I ____ j. PANEL LV*=H It � 4-- . - -----) V k'" L - - <br />- -1-- -----I . # I - _ ij. PANEL LENGTH <br />X, " . ,-- t5tt LU,YA­ <br />It It I ; (SEE ELEVATION 10 i i PANEL UEI&TH 1_� . � <br />If I I PAN'� =111 If ..... __j ON SHT 12) I ­ I In I i ON SHEET 12) <br />_,. - I(SEE ELEVATION ­ 1. - ­ - ­­_ I - -_ _­ (SEE REVATION -_ . . ______ <br />1� - ------ ______ -, " it 4__ - I , I -1- - <br />4 I ON SHEET t2) I I � <br />I [ ON SHEET 12) t � I I <br />it j ILI = � . a I* MR, ­(D I - - - - __ ___1___ I ; <br />. �. _72 - �� __ - � AL- - __ . __ � <br />1,1 I- MI.. I <br />i � r_­=41- � r SEPARATION—- I � � � I- - <br />' � , � <br />i - I" M;ft. 4 � To OVIS4. �4__ _03 i IN " I �_ (J) � <br />r-6 t _i:D �T.­, i � W. - I , <br />." W-L& I L�2 i L- G1'1*AA"1iD4 , I --Of � A " I 1, I " i I R___sEPAMtT*N ---- ­1 I <br />- I I 6. , � I ! - I � - C3), , <br />I � i H GLASS 4 � It : � R *0 OUsG1 I , <br />, ! I <br />. � V <br />I . i , L/2 � I . <br />- I 11- ­@ i 1 71 1 <br />� A _@ ) i 17 t �, , �_ I " I ,I . I <br />&`_', ,I- - : <br />* I"i, � I I_ - &_,N� �,_ _­,T� - I I I I <br />I At � j EQ. '�' 4� ! I VI Ilr� , �,, li-i- --- _1_ - � -A 7r <br />, , <br />I I <br />I - ; � : <br />I J_ �, - __ <br />�7 - - , - i " ­ ,49W=p §;� -, , ,-. f, , , 1 <br />k I -.----,- 1--_ To, �, - r,__, --I- - - t - _. - , L ra. EQ , - - ____ 4 <br />I k _� . ., I , i--- <br />L I <br />I.- " � t-, �� - �� �_ t -�_ �� - �' 1�f 6 �� <br />I � - - __ - � <br />-1 �� I <br />11 7- mu / <br />� I p%,t � I <br />11 � I I �, I 11 �1� . _�', 1 ,W <br />., I . I . <br />- : � � �, 11 # 1. J. I *law <br />ii I � _� -_,, <br />_. L-4) - , : <br />� - I'll I t - 1, __! �V. <br />. I � i � �, 11 ; , 21.v ww- � ,4 " <br />, -1 � �, __4) PLATE " ­t�- � I 1h I ; � I � .LT$ <br />­1 ; � 1 ! p <br />I � I ,,, � I � , a �x <br />�, REQUIRED "' � ,% <br />A 1 1 �i i I 4-0 TA" Z � � � I'll, ON , ,,, I - m <br />�,� - �� I .. I i - .. 0� IMOK.. " _� , � <br />- -1 ', � , _�'. 4 � , <br />1�1 ,,, i � i, , 0 1i Y4 <br />,I,,- ANCHOR 6 0* CC. Vx1o, ox, 1� � <br />� A -ITA" olc� " - ! i � ,�, , <br />�_ � � N IAPCON <br />- � 1, 1, ; <br />!-, 1 �, RDILIFRED � <br />1 STAGGERED w/ %W STAGGERED w/ STUD � 7,1 � _­ <br />"I "I : "I � , P 11 3 ­� " I �,' 1 - ANCHOR 0 Jr D.C. <br />� , 1 "I <br />1� � ; � "i <br />" <br />� "I t <br />I <br />1 WOOD , i z - , -1 <br />� - � _ - j 1 H <br />� � z 11 I k <br />11 , _0 � _A�* WOOD , 4" <br />� I 5 1 <br />". E �, , i z <br />I <br />I <br />_ _ - <br />1� - �, : - <br />__ , � 'A I <br />- , I <br />- 1, - <br />-1 REQUIRED I REQUIRED I . . <br />1',w ! 1 <br />- � - <br />I I <br />ALUrALIEME R-JOW pu <br />Uff EMS H1110 k LIrlmim ,5- <br />MAL�MNG "ONJOHM. MA"AQU M <br />., <br />.,,/,q <br />... � , <br />­11'1!9� <br />.�;Xlirftz�, <br />. ., �? FLORIDA BUILDING CODE (Non High Villoolty 1jur tons Zono)l <br />NMI � � <br />� . '- .2m I"m m ry <br />3 1 24 CAM GALVANIZED STEEL STORM PANEL <br />. - mm IN. <br />1, INSTALLATION ARE ONLY VALID FOR A,S,D. DESIGN _ , c.44167 - 1 <br />� .*= <br />. �-f <br />PRESSURE RATINGS (p,s.f) AND PANEL LENGTHS AS -_ * - . * ir � 07/17"I'm <br />PER ELEVATION ON SHEET 12. � GLOBAL PROTECTION PRODUCTS, tic. <br />li ..** ,STATE09� .4 F��_— wx- <br />- - <br />2, FOR NEV WOOD FRAME CONSTRUCTION: WOW � � z - - �__ _�_ - �_ 49M S.W. 5, STINEXT <br />" <br />'FESTING 41, 0 <br />.. ric)RID <br />"I <br />MEMBERS TO BE SOUTHERN FIRE No 2. W/ SPECIFIC -:0, I- -,.~ .W1 , ft Z=W0mWW=w am, rL <br />-�. "7100�y - I .- I - -M, PHOND INARMS-75W FAX- M.M�M 20-175 <br />DENSITY OF 0,55 OR EQUAL __ .­.:*;m -, ..I . .- . .z <br />t4_000fols <br />� <br />It.- 1!5 K, - - . , I <br />94 j�� .,. or in <br />I I <br />. I- - - � - - - I <br />— <br />MAXIMUM M,12. OESIGN PRESSURE RATI x.f.) ANQ CORR PONDING MAXIMUM AKHOR SM082 <br />SCHEDULE MR MULAR STORM PANEUJI)IN *0 CONCRETE A QQhIMETE BLOCK STRUCTU <br />(VAUD ONLY FOR PANEL C) INSTALLATIONS AS PER SECTIONS I THRU S. ON SHEETS 4 & 5) <br />MAX A.", <br />DESIGN <br />PRESSURE <br />RATING <br />(P.0) <br />MOW _M� -7*-- <br />UM ANCHORS SPACW0 FOR MIN 1�0. PER SO& BELOW <br />APPLIOW <br />TO SECTIONS <br />I <br />& ANY <br />MAAMLM I <br />PAND, <br />LENGTH <br />Ic <br />(".) <br />km, A.S.D, <br />OCSIGIN <br />PRESSURE <br />PAITING <br />(P..J.) <br />I I <br />BELOW <br />MAMMUM ANCHORS SPACING FOR MIN ED. PER SCHEDULE * <br />APPUCAM <br />TO <br />& an <br />OF 114M <br />mm" <br />PANEL <br />LENGTH <br />.V <br />00 <br />— <br />- <br />__ <br />FEMALE, <br />10 <br />" <br />I PLUS <br />ZAMAO-NAWN <br />, <br />CAL -IN <br />__ <br />LUS <br />___ <br />To <br />am jk <br />TO <br />CONCRETT <br />2k <br />TO , <br />� <br />To <br />- <br />10 <br />"tior" <br />H.-I <br />To <br />omarm <br />IC-.k <br />_,o <br />IC -A-. <br />"As"""'" <br />OF THEM <br />16 <br />MAM <br />p <br />a m <br />to <br />m <br />CTME <br />TO <br />-To <br />It <br />tte_�T* <br />hish- <br />10 <br />9&_ <br />-CAL <br />TO <br />- <br />CoNa" <br />>.65. -S5 <br />+7 TO-75 <br />5, <br />13' <br />ly <br />71PIM11- <br />I y <br />$V j <br />12* <br />Ir <br />I to- <br />I 00p) <br />w-gr <br />OR <br />LESS <br />+75. -15, <br />TO <br />+11%-I%S <br />______,I_ <br />13' <br />S. <br />I,- <br />10 1/2" <br />13' <br />- <br />0 1/2* <br />1 13' <br />16 llr <br />7 1/2' <br />S 1/2' <br />IV <br />r <br />F, <br />4 1/2' <br />t (TOP) <br />I " -6. <br />OR <br />LESS <br />1 <br />_i_,�_ <br />1�7 1: <br />__ <br />Ir <br />13' <br />3� <br />IV 1 <br />12* <br />3 <br />IG, <br />I (BOTTOM) <br />- <br />13 <br />- <br />6 1/2 <br />- <br />13 <br />T:r <br />IV <br />'. <br />73, <br />1 a" <br />to, <br />7 1/2- <br />1V <br />6" <br />I (BOTTOM) <br />_L__23:__ <br />13' 111' <br />_§_A_ <br />. <br />. <br />, ,3 <br />_13 <br />.L_ <br />- <br />_L _ <br />1. <br />- I <br />Il <br />Ir <br />-I:- <br />13, <br />IV <br />2 (W) <br />IV <br />- <br />S <br />- <br />i3 <br />r <br />to 1/2 <br />is, <br />r- <br />- <br />a 1/2 <br />3L <br />__L - <br />6 lIr <br />7 1/2' <br />5 1/2' <br />IV <br />- <br />- <br />4 1 /2 <br />2 fW) <br />- <br />ly 11, <br />--L3:-- <br />IV <br />-1-37- <br />3L <br />13* <br />ly. <br />7F-T-Ir <br />IV <br />io* <br />2 (BOTTOM). <br />IV <br />71 . <br />Is- <br />­13F_ <br />IV <br />9 1/2!" <br />V <br />__L_ <br />11r <br />!_ <br />to I1Y <br />1 1/2' <br />- <br />13' <br />6 1/2' <br />- <br />. <br />- <br />­ <br />IV <br />-i- - <br />I y <br />_2L_ <br />Ir <br />- <br />13 <br />r <br />IV <br />1V <br />to* <br />f cro,p) <br />13' <br />- <br />7- <br />__ <br />IV <br />131 <br />,sr <br />9 1/2- <br />IV <br />S, 1/2' <br />tO 1/2" <br />7 1/2' <br />- <br />IV <br />61 <br />�3 (TOP) <br />-Lj:- __21�_ <br />- - <br />__L��_ <br />12 i/2'12 <br />- <br />I <br />il� <br />5 1/4' <br />5 114� <br />I? <br />L2 1,�2 <br />� <br />- <br />- <br />. ;le <br />. <br />S i/4' <br />1 (BOTTOM) <br />- <br />5-i-Ai <br />12 1/2,17 <br />- <br />�_Zvi <br />W <br />_�­17we <br />It T/V <br />- <br />0 1/4 <br />12 IR <br />-ir <br />a Ile <br />--:;�-- <br />- <br />- <br />- <br />-, - <br />1 1/4" <br />_ <br />C, I/V <br />3 111) <br />_=1- <br />__ - <br />--!: - __2��_ <br />_B�_ - <br />T" <br />-!-3:- <br />is, li, <br />- <br />li;�_7_1� <br />- <br />a- <br />---F.-- <br />I r -, <br />-, <br />1V <br />- - <br />is- <br />W <br />-= <br />--ir ­ <br />___ <br />IV <br />- _­ <br />is- <br />- <br />a- <br />- <br />a. <br />- <br />is- <br />____ <br />1 �!__ <br />- <br />- <br />r <br />- <br />_ <br />is- <br />_ <br />IV <br />---.-.----- <br />_1_1V <br />r <br />_-, <br />1. <br />___ <br />IV <br />-_ <br />IV <br />o In- <br />I Ir <br />,--.-, <br />1. <br />__ <br />Ir <br />--- <br />IV <br />- <br />77,- <br />- <br />-, <br />II, <br />__ <br />Ir <br />-_ <br />IV <br />s- <br />r <br />-_ <br />- <br />___.7___ <br />12- - <br />-_ <br />,2. <br />2- <br />a' <br />__ <br />IS. <br />- <br />­ ir <br />____ <br />- 13, <br />__ <br />� <br />4 11F <br />__1 <br />- <br />__ <br />ir <br />--- <br />to, <br />__ <br />to- <br />A vip-) <br />-_ <br />( 11 <br />--- <br />S rfom <br />-_ <br />5 (BOTTOM) <br />___ <br />6 oxi) <br />1* <br />'--W7- <br />7V <br />--,-,- <br />1. <br />. <br />- - <br />- <br />I-— <br />6 1/2- <br />�� <br />)�,TW <br />____ <br />Ir <br />-_ <br />-"-I'- <br />__ <br />13, <br />-_ <br />t- <br />- -- <br />6; <br />­ <br />IV <br />--- <br />TWr <br />­ --- <br />__ _-, <br />1. <br />__ <br />-'-- <br />__!�_ <br />IV <br />_. <br />-- - <br />* <br />__ <br />I- <br />-_ <br />4 i <br />--'- I <br />1 T <br />I <br />to- <br />-_ <br />_A�_, <br />- --. <br />7 1/2- <br />_____ <br />±_18 <br />r <br />- -I' <br />IV <br />-_ <br />Yil_r <br />--- <br />_- <br />Ir <br />_ <br />z!,ia-1Om) <br />____ <br />li MP) <br />" <br />Ir <br />7' <br />IV <br />" <br />W <br />iV <br />___._ <br />9 1/2' <br />- __ <br />IV <br />--- <br />9 1/2' <br />- - --- <br />10 1/2" <br />, __ <br />7 i/2" <br />is, <br />6- <br />L(BoTrom) <br />13, <br />5 . <br />- <br />1_01� <br />IN" <br />4 I/2' <br />IV <br />6 1/2' <br />7 A/r <br />5 1/2' <br />- llr <br />6 (TOP) <br />--- -- <br />-�- <br />1 jr <br />_i___pL_. <br />/, <br />It 1/4'16 <br />__�_, <br />1/4' <br />__!�L_ <br />- <br />_Il�_ <br />- <br />_13� <br />- - - <br />- <br />--I- � <br />- <br />_!A�_ <br />6 1/4* <br />6 t/4'flt <br />(0011�­). <br />- <br />- <br />_­ <br />- <br />6 Ile <br />- <br />!.!/4 <br />- <br />5 I/c <br />6 1/4- <br />it 1/.' <br />6 t/4' <br />- <br />- <br />_43- <br />0 114- <br />6 4/4-16 <br />____ <br />(801T.-3 <br />� r �4111�3115- <br />13, <br />13' <br />lor <br />IV <br />To- <br />I w <br />a . <br />13, <br />16 I/21 <br />1 CTOP) <br />I <br />>51-61 <br />To <br />81-01 <br />1 <br />-----JL <br />__ <br />- <br />'. <br />is, <br />- <br />to I/V <br />is, <br />6 fIr <br />1V <br />6 I/2- <br />7 1/2' <br />5 1/2' <br />13" <br />4 1/2*11 <br />[W) <br />>V_S` <br />770 <br />.-5, <br />I <br />- <br />Ylt- <br />- <br />_ <br />is' <br />il' <br />10 1/2' <br />ill <br />10 1/2"" <br />­ <br />I1Z <br />W <br />­ <br />- <br />". <br />_7� <br />7- <br />pe, E'1� <br />_____ <br />1 (BOTTOM)l <br />-13, <br />IV _ <br />- <br />1 1/2 <br />- <br />___ <br />is <br />__ <br />- <br />13 <br />- <br />13 <br />- <br />- <br />a <br />__ <br />Ir <br />--- <br />-!L- <br />10' <br />11E <br />- 13' <br />IV <br />I (BOYTOM) <br />.�_17 <br />--is I - <br />1/y <br />, -2r <br />I-'- <br />1V <br />13- <br />lcr <br />13' <br />to' <br />11' <br />Or <br />3� <br />Ir <br />, <br />2 (TOP) <br />__�3�_ <br />r <br />IV <br />.- <br />to t/2^ <br />-73---iF­,q)72- <br />13, <br />L!/2- <br />_ <br />IV <br />1�1/2- <br />7 t/2- <br />8 t/2- <br />IV <br />--1-3;- <br />4 1/e <br />2 (TOP) .1 <br />-!3L4I <br />I� 5'_vF_ii;__�V________,___ <br />-If- <br />!_- �'/ <br />_!_�,:_ <br />1�. �/- <br />!-'ff' <br />--!L- <br />-, s_- <br />7* <br />M <br />- � <br />2(901TOM) <br />- <br />13, <br />r <br />437 <br />Is- <br />9 I1Z <br />10 7/r <br />7 11V <br />:V�_1_12r- <br />2 (awo ) <br />- <br />73;­�7­73-, <br />-,r <br />­,_­______ <br />13" <br />! <br />T_1/2'1 <br />1/2' <br />.- <br />IV <br />­ <br />O' <br />­ <br />A CTOP) <br />is � 7 1 p- <br />is- <br />13, <br />Is- <br />)a 1/2. <br />1� lIr <br />!I.L/�: <br />r <br />Iz. <br />r <br />3 (W) <br />'=­:-i-1,-�jg1i2--1/r*i-1je <br />_�21K <br />1 1/4-12 <br />--L3* <br />- <br />I& <br />_ <br />6_11,42� <br />/*, <br />- <br />- <br />- <br />=17-1 <br />ic,E <br />­" <br />, BOTTM <br />! <br />__ __ <br />- - <br />__ <br />ij ­TIr <br />_ <br />i2 I -It <br />__ <br />6 I/V <br />6 11�C <br />_w <br />12 1/2- <br />- <br />S I/-- <br />- <br />- <br />- <br />- <br />-i _IP4 ..... <br />I—— <br />-IrA <br />R <br />- <br />PT-M.-) <br />i-m&i�w) <br />- <br />OFFi- <br />F_ <br />_��_._w__ <br />7-1/2' <br />F- <br />- <br />3� <br />- . <br />- a' <br />__ <br />4' <br />__ <br />A V/2' <br />----.! <br />V <br />8 1/2' <br />2 12!�: <br />_( -) <br />4 (TOP) <br />7 11r 3 qjr <br />ar <br />- <br />___!�__ <br />2' <br />_!_Y_ <br />L, <br />_-!--4,'- <br />+, <br />�--,+-,F- <br />, �` <br />r <br />y <br />" <br />Ir <br />- <br />6 11r <br />,- <br />- <br />r <br />0/2' <br />- <br />-9- <br />- <br />a- <br />. <br />_73-T-9- <br />- <br />__ <br />6 1/9 <br />__ __ <br />, - <br />_. 7' <br />- <br />4 (BOMM). <br />I er I - <br />8, <br />I - <br />'. <br />I <br />- <br />I <br />a" <br />- <br />- <br />,F <br />- <br />" I -Ir <br />! <br />��: <br />I r <br />1 is- <br />1 IV <br />'IT ,-/I <br />=,E <br />K <br />1=1I12 <br />t=.' <br />1.1, <br />[= <br />is M) <br />13' <br />___ <br />5 1/2* <br />13' <br />'y <br />Is- <br />-1/2- <br />7 4/2' <br />Is- <br />fil <br />5 (TOP) <br />- <br />I I <br />- - <br />13: <br />1 15- <br />j___j_r <br />�101/2' <br />". <br />,.,4 <br />/, <br />" ,/�t <br />I B� <br />, <br />i i7":_ <br />�(_) <br />, r <br />7 <br />- <br />, <br />13, <br />- <br />It ,/�.. <br />g 1/2 <br />-13-TO <br />10 I/V1 <br />7 1/-I <br />- <br />14 <br />* <br />1 ! <br />5 (NOWTOM) <br />'L, <br />, I 'Ir <br />* <br />LL <br />i- <br />IV <br />Is' <br />IG 1/2' <br />is' <br />III) 112'b' <br />I /_�'j <br />r <br />1 ir <br />1 7' <br />1600P) <br />13, <br />1A <br />_L_ <br />_ <br />L1�2� <br />3. <br />_� <br />6 J!r <br />7 1/2-15 <br />1/2-1 <br />13, <br />4 '72. <br />_iL-4 <br />I �_ <br />_____P_ <br />�6 jj� <br />_ 7 <br />� <br />G 'I <br />_ <br />&jnj <br />� 1/4'Lll <br />_ <br />= <br />= <br />- <br />- <br />I - <br />I - <br />6 . <br />1 1/4 <br />6 '141is(sait-4 <br />- <br />- <br />'I.. <br />_ <br />- <br />I - <br />is q4 -18 <br />1/4- <br />6 (WIT <br />- <br />m SHUT 11 MR AtCHORS IWE It GAACjAo FUR AIRIMAXTAINS INYO WOOD MV& AVRm=L <br />. "i"UM OXHOR SPACMW AND "NtAl SWE MANM AIM WICATM ON THIS SCHIRWAL l`CR r b <br />U:n THAH IMIALATCO og SCIWAE AWI= PAW" SIPtW Ify "TK*4 VAIRIG SHNIM ON <br />SCHIDUAC W JW_ f&.MM FACTORS MR VHS OPERINTIO11 TO K POSSIKC ROUCCO VAM <br />OVAP" USING PACIOR SWAI NOT RE =5 IHAN "" ".W IMOOMID folk VICIi ANCHOR 1-r. <br />M I'" ScHakx.L <br />ANCROR TYPE <br />_ __ <br />- � 1/4-jp <br />000" <br />_ 1141. <br />so,�� <br />V/4'. <br />ve. <br />'I <br />l/41. <br />1/4". <br />1_jgi�_ <br />E&JU It <br />_";i�l <br />­ <br />__ <br />ohut� <br />MINIMUM ANCHM SPACING (01) <br />3 <br />3 <br />� <br />$ <br />7� <br />2 'Ir <br />ffi <br />21/2 <br />- <br />11 <br />Not"Wrost, <br />I <br />OA.) <br />__ <br />3 <br />_i__;­/1 <br />___Z� - <br />4 <br />3 1/r <br />5 __ <br />WrIANO!"A <br />f ,�jo��jm <br />- <br />_i�,_ <br />I va- <br />3 01 <br />__ <br />31/1 <br />,, 11ir <br />4 <br />— <br />2� <br />amomm f-D. <br />FACM <br />� <br />I - ,170s____ - <br />., 21!� , <br />., - <br />- -_ - --- <br />- <br />_____­ <br />- <br />--- -- -- -- <br />� <br />- vv______ __ <br />�- --- _�t, <br />__ art, <br />- - <br />- , <br />- <br />- <br />- ,--- <br />- , ___ __ <br />- __ - <br />- I.iii, <br />- � - <br />I t <br />r <br />- .1 - __ <br />- <br />_-- - <br />____!_!!___. <br />,ii <br />,W <br />- - <br />- <br />=161, <br />SPACINGS ONLY VAUD WHEN SPACER (V IS USED. SEE MBLE MAX xSt1 <br />I- DESIGN LOADS & MM� PANEL UENWHtS VINEN SPACER " IS I <br />TAU AT A <br />A.S,D. DESIGN LOAD <br />MAXIMUM PANEL <br />LENGTH <br />40 PSF OR LESS <br />F,.-I. <br />> 40 PSFTO 50 PSF <br />6'-2- <br />I > 50 PSF TO 60 PSF <br />5.-10. <br />a Ma� PA14EL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS <br />W/ SOLID SET ANCHORS & W1 @3 SPACER AT 12 1/2' O.C, <br />— ___ __ <br />JN5:EALLAM9N DEJAILS FOR LIEE SAFETY PANELI) <br />;.,4 _ �UREO 1/4'0 TAPCON, <br />,:=04 GURED 1/4-0 TAPCON___ ___= 114-f IAPCOA1.__ __ - _ _-,--- <br />._ - OR , NCRWOURED GO ­_ � 9STING POURED <br />D�C� : 1W ANCHOR a 91 01C. - OR ANCHOR 0 9' O.C. I ANCHOR OR' D.C. i - � Olt <br />;1 CONCRETE BLOCK I CONCRETE BLOCK �/" CONCRETE BLOCK CONCRETE BLOCK <br />. , <br />, . REOWRED. , REOUIRED. % SECURED, <br />ji <br />4 , REOUWW� I 11 <br />I I LL <br />� 1 -1.20 � r,4) � , I. <br />i .... 14) 1 i ­0 <br />�1� I" , ,� � � 2 <br />W , , , � � T <br />_ <br />,__ 4 - J � i ­_ -i II I ... .... f . . ..... <br />. V, I/ . � 1/4* I , � 1--, � _� 11. . _. I I/e f - I " <br />) - Alm i ; - � ,� I ; � "I <br />11 <br />, n, , � ztia!r2�,+ kX.- ------,-,- �� MOW, - __ - "I � K� ---- -- � --- ___f <br />I � - <br />4 ,�. I I <br />� _­ - -I ! -I <br />, <br />1 1 -� r 11�5;�111, <br />. <br />E.D * I � - q � I <br />, � E.O.6 , I 11 too -�e ,�,�, . E,D,* ,'��' <br />I R , <br />. I � , � , <br />i : -1. <br />� �_ I � - , j" 11 <br />I I -11 I I W .. - " I—. ,� <br />I I 1 0 <br />1/� I I � I I <br />I . e —, __ - $ <br />111. I - - ­­1 , r I � I � � <br />: _01 1 - -(�) I ]�- , f) . 10) <br />3 " I i 11;1 , <br />i� i i 0 I' mt� I I " 41 r wm� I i <br />H­-SEPARATJOW- t � 0 1 O-SEPAMON-- I I <br />11 g�,ftv j ,V41I-2011, , "'$TM 1 70 OLASS- ___1 . "r <br />- - ,, - - - ��T____ , f,i. III I "I-,,,;, - ,,, ,A��-'tq � <br />T I I <br />I I -1 � . - I � <br />, "T, TO .- , -�`-*��.p ,I - - ­1 V, � <br />K'SNA.41 I �,] - mo* i - ,- <br />,A,;, " Irt., ,-7,�­�-�', 'L, i'. "" : - i , _.V, '1177, =.It �_­6111 _ , _L,Azl�l a 0, � I <br />, _ _ / I _ U.", I I it � _­ 6 " ,/ Im n:w Iwa F I <br />11 . I umt, .,m ?'_Rj ill � I wom o,at 7,�n ,, <br />d % I il � f - . i , I � I <br />P f i I I <br />I , 11 <br />11 I I, - 1 11 _1 'Ll M`4L I 0 I <br />It - A - - - I -c U.. I ! I V MAX. i --- __ I ! - , - 11 MAIL <br />. �. ­__ I PANEL LENGTH 11 . J-1- <br />11 I PANEL LENGTH .4 - � - �_ I I S PAKL tENOTH I . I __ __ - -I,- - (5- PANEL LENGTH <br />- __ � __ - ___ J - ELEVAII) <br />0 ._____,11 _ (SEE ELEVATION 9 I � (SEE 0"ATICIN F __ ­-.11111 - r � (SEE I I I I ' (SEE ELEVATION <br />. I', , - <br />- OR SHEET 12) Y_ - I i ON SHEET 12) ON SHEET 12) It I ON SMW 12) <br />1 ,-,__I___ , ,I <br />I - IXTON - <br />0 1 - -, I 0 __ - I �'; I, ! <br />, ". <br />. I ". I - 11 <br />T--SEFAW"- I I I It .1 I j : 11 TO 0 . I I <br />It TO GLASS I - 11 : <br />it i I .,--. - .,----- - i t- <br />� i F____ - ____T_ - i o I IT- _____ i, <br />, � ,� <br />k � � --cl) � , , <br />i I i i I i .. � <br />I <br />1 W2 1 ­� I � � � f L/2 rr I I I . � <br />I i '� I <br />c i "I, , 1'11�1f'11111 14 - -- - - (A) � � I � <br />;,�, , � I ��, <br />I .. " , - <br />I I � I I i � <br />; 1), 1 1 <br />-11 � � O" W11- 1 1�- �,.,, I I <br />� . I � <br />� I _61 " � I ---0.1 : E. � t ,..- g.,,; <br />Elp` �,��i I - 0.6 I � <br />I �, . �� : - __@ � : . : I � i '�,,%� i <br />,;�,�', . - - - -(1:0: � � '­ . - . � � I <br />I __ , I <br />t � I � 1 ealmoc 1 <br />: a itti/t � :: - , - � . . I I I . ! f <br />, <br />- <br />, <br />I- I I ot � I L- - I I I ED ,F' I - - r— __ - ----! - . _. <br />I I.- _1 1, . <br />3/4* 11 � - __ ---.,I, __ - - l, I IL ___,__i____I ED; . . . . . . . . . . , .. � - _W=3 " ma 1­1 <br />� _ � I , , I . , AD <br />I ., <br />I .. . <br />11 I � WM <br />I I <br />, ".. <br />I, <br />1, 11 __(��) ... I -A) i . - I <br />I � TAP � 1 1/4-o TAPCON I/rs TAP,100N /,Vp OPON <br />� __�/4'00tl Cow � 1_.-hqCWR O 9, G.c : ANCHOR 0 r O& <br />� CH <br />p O 01 GO, i ANCHOR 0 9" GO, <br />I I <br />; -0 i _p0NSctf4VWyeAJ0KO CONCIRM OR <br />=POU _ EXISTING POURED CONCRETE OR <br />I 8Lm00"Cam ON � to 'L M �, Empoullm CONKAM OR <br />RECUIRED. -mWRETE BLOCK REWRm REQUIRED Sm REOUIRED, <br />SUP&M-R--ilk SLMIQN 9- = <br />0 X�_ RANELS OI M&UNEL 0 REGULAR PANELS 0 LIEE-m" NEL <br />WALL M-01INTINGS WAU moutmNGS <br />WALE 31S.I* ...mit'll"i-l"Afs'.. SCALE 3/8-l' <br />- im <br />S=& "I FOR ANCHOR$ <br />INK I(* INSIAUATIONS; INM <br />ARM= Tft <br />­__mrt�� <br />'00m <br />— <br />W*A* MOM stloomict 0') <br />3 <br />WOOO ,.AME BIALONGS. <br />MINIMUM ANC" SPACINGS AM MPI"At <br />*-- mal_. <br />13 <br />SOCINNOOLLAZU'ro. ==WD <br />ON SCWXME RC[A= ANCHOR SPAC010 <br />Ify MIAMI** SIPACM SH0sN - <br />SOCOULE BY THE FOU40910 FACTORS <br />m THIS OPERATION To RE POSPRIL <br />__" <br />most. mor mvn M <br />FACTOR <br />jt2'_ <br />m3!i <br />RUDUCED SPACING DOWNED Um <br />FACTOR SKU NOT HE Lm WON <br />___ --I _ __ ___ <br />_�� � <br />______ � IA. .---------r <br />- im-1- <br />__ --- <br />MWA46U SPACING, "MCATED I'm m" <br />ARCim Vfft a" mm scmum <br />__ ___ - _y ­ ­1 <br />DO <br />- - ---- Z­ <br />4 4�_ <br />- . <br />— LNSI&LLA-TION QEIA-ILI E0_R UFE SAFETY PANEL .. I <br />INTO WOOD 5TRUCIURE <br />I <br />I <br />I <br />- . <br />7:,�_-- -- - I,- ­­­­ __ I - <br />, , , ,­ -r -­ � � <br />I � i 1 i, " ii <br />" I . 11 <br />_� <br />,� .-, 1. / <br />" - _170 , , --'- �' <br />11 11. � I" - 11 HEADS "I ­­­_ ';`, <br />1� _'. __ 41 - - COUIRED 6 _-.,,� ,- - - - ,. - -.-.,­R p, Virtual Re <br />, � W / <br />,�', ­ ­, - .1 _" _i_"fi drIs Review viftAsoisr <br />__ <br />,,,,,� - - I - _--m 11 J� / <br />,", , -, � r/ ' <br />� I , ; 1CO '� - ;', ' - 9f'6T*;9mPl'_­' 'umMeted - <br />I , � 11 - i lfi;m. IN D. I � <br />" i r ft <br />,� ,� <br />, . , , i�! , I , , and <br />I <br />,�, , I , I , ', / � � _uc With the <br />I ", � � aPprove <br />� ,. �� I , <br />I �, �� T � I , , , N 1� y <br />I <br />, I L_ 11 I I'll -, " L, , "� I 1 ­02 2 <br />, , <br />, � - 11 .,.; ��. �� Ij h9C 7th <br />1; � I <br />1 1 702 "" I h De"Id Anne <br />- <br />- <br />.1 Souloak !-,-I j ;x� .0 <br />--e .,/2� ; I mefg�m 1'. p Kla i <br />, <br />"I ­ I I I � 1/4" � .1 q " I � f ,1, � 1/4-r P 2300 <br />-t- ,,, / � <br />11 M <br />/ I � ­ � i � mm- .1 , MA- - � ____ <br />I <br />I I � 2" i� i --- , I I c , . �, ;t� � I <br />� " I ` b I mi)n. � i i <br />,1 Min , �tl . " I- � i � <br />: � , f . .., I \ � I <br />j.j I <br />,,, - � , " 1� L - I <br />" r-F !�' - - L' I � � I � <br />�. I - I � <br />� <br />I f� I ­ � <br />_rT1 4 1 ­011 <br />I (D I <br />11 � <br />I a 1".. -11 1--_ - '11".`� I <br />f � � <br />rr <br />,,� . , #�L___, -I--- I .. v ; <br />, , . <br />�_'.'%Xilip I <br />=2q, <br />� � " � <br />9 �­V`I­,_ I,- ot 11 - - (Wrotimmm. "- 1, � <br />0 1 MOM O&" 7'-f't .24 <br />It t�� It " t <br />I It � ,____ -_ � v ,,,- <br />- - wx it _______ _ _ IrJ <br />. <br />It 4 i____ , __ , _ - �, , ------- - - � -ANeL LENGTH <br />I <br />1 PANEL LENGTH I- ELEVATION <br />!; 0 , i It f f <br />, I (SEE ELEVATION ON SHEET 12) <br />. " f I <br />I .�= ­ t- � -- z, �­T I-. - E ON SHEET 12) a ­_ T_ - -1 -A <br />4 � I o I � 1 <br />I <br />i U� _­_�_] � I <br />W­'­­­� ... �� - - . -1— - . I <br />, <br />f 11 W. - <br />ilk — ---' -- I _,,— � It t -T ;, <br />I It To GLASS� ; #---SEPARAIION - - I <br />—I) <br />I <br />It GLASS. <br />I i. <br />� LIZ <br />__6 <br />. - r1i Irf I __ - I : <br />I j - I 1, __ @ <br />- _� I ._�I I <br />I - I <br />* ; <br />& I" .-- , I I 12 ur Olt i IL_ __ - - - K ­2 Ilt - � <br />,f <br />. - - _ I 1� 11 I <br />I <br />. � .1 <br />)- �, --- - . , � <br />�,: r- " - ___ W �- I I <br />. <br />! * �_ <br />' S�,�__.____t�___ I E,11- - � -------A--,-. -1 <br />EO, . - <br />,� _� � <br />I_ , U - I lz�` I <br />I i <br />", � ; � 7 1'� i . <br />4 i ]I' <br />H1 - � i I I I <br />V-4, Wopq, , Woop- �� ,--+,.! 1� � ,� ;! � <br />, , __.` � � jj , 2N4" - , I <br />PLATE I" I t It - PLATE 1 � <br />I <br />,:, <br />REQUIRED 'I � i � , �� ;I REQUIRED <br />, , ,,,, � I , i�! vo- pma,w-m PLUS <br />�� ANELMATC PULIS I'l-i � L" � I -.11 - - <br />I i " � -- � X.".O.P & 12 I/2' Q,c. � 'u, , � ANCHOR 0 12 1/r O.C. <br />. i I � 4- �� . <br />��j 'r I � . I I , � �, � <br />, � � 4 , , , � I i �, [ <br />��, L ; � i I � , <br />� , <br />I <br />. � i �� � � I I , <br />I �: � : I j I I f , <br />- - , __ , i <br />I �, 2 I I <br />- - -1 - : . 1J <br />­ -I-., � - - � ,� __ I- �.__ T <br />ALIEPHAIM 8-3AW 0 E. H-Um <br />�"",1107"N,, <br />I 0*1 Ik Pi Itt '01, <br />, <br />. JAAAM� �� I %r <br />SCALE 3/8- I' ... " . <br />,ii� ' **'** ' <br />'... <br />. <br />I . <br />Z ! o.441 '.. S FLORIDA BUILDING CODE (Non High VoloClIty Hit COTTO Zont)l <br />= . <br />B*: * :m= <br />- . . z AVm %nm #K`1 24 CAGE GALVARM STEEL STORM PANEL m <br />, cc - <br />1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S�0. ik I - STATE OF .,,-', _2! �,", <br />1W. 11 41 <br />' <br />DESIGN PRESSURE RATINGS Cptsf) AND PANEL 11 . "ZOR * - "� IL ECOm.- \ GLOBAL PROTECTION PRODUCTS. U.C. Q`/Vm/v"`W <br />11 ,-! * <br />-.1i I � <br />LENGTHS AS PER ELEVATION ON SHEET 1Z -:�* 7 , .= S.s. W SWISE' - <br />2, FOR NEW AID 0 FP ONP L , , /,/'= , ,1OPVIq a �. W"'AAM 4 <br />- <br />0 AME CONSTRUMON: WOOD , $M%= 'W "'"' n- " 20-175 <br />'T�Xj�_%�­ <br />WEM, "ES TO BE SOUTHERN PINE No 2, W/ SPECIFIC 4,14414.1to", � 'r %�.S,a ,,NO,,C (01.1010-75W f*- 0")40 -sm <br />DENSITY Of 0.55 OR EQUAL � -W.a-- I - I- I — I - WW-4 Ht' <br />� CA-OM719 f <br />A a P�C. SCAL^0ATURf"Um %T%�& lug I I I - ­2! 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C <br />0 <br />n.. <br />< <br />0! <br />< <br />z <br />z <br />W <br />mi <br />64 <br />:3 <br />U) <br />(1) <br />c: <br />m <br />0 <br />11111 <br />L. <br />L. <br />=3 <br />Uj <br />� <br />< <br />:z <br />a <br />< <br />__j <br />CL <br />_4__j <br />(1) <br />a) <br />= <br />U) <br />m <br />> <br />0 <br />L_ <br />0_ <br />0- <br />< <br />_11_� <br />0 <br />=3 <br />0 <br />0 <br />L_ <br />0— <br />Q) <br />cl) <br />m <br />m <br />SHEET NO. <br />SH 1.4I <br />