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- <br />E OR INSTALLATION IN POURED CONCRETE, <br />CONCRETE BLOCK OR WOOD STRUCTURESe VAUD FOR REGULAR. LIFE <br />ORM PANEL 1) SYSTEMS <br />, , , , � <br />, <br />I <br />�., I <br />, . , , <br />"' <br />. <br />I',, a <br />�A, I- ­11- ­j,(ip q <br />I- - - -1 <br />,- I Q OR <br />�� � Z=041."La. 2* . 3' . .063 Atoll WOR : ��,, <br />I , -,*,* <br />VAN" 1 2'0* 11POOD FW#X <br />;w <br />, I . , , <br />No" -To ALLor,cw ,��; <br />'" , , , <br />�; S, va-1 & * � <br />I �,,,� <br />1� <br />11 I <br />.11, , <br />* AEGUMM am" PON, *1 I T/;� .� .". <br />-, &.1.1 I T;� � <br />- ­2 3/2- � TOWN 0 ,,, . <br />I w .. , <br />�- Is <br />= ;=co9wLcKT%o ; -- 1 ,/4*0 . , �I' TAIPCON � I� I <br />w .. ANCHOR 0 -` - - ,T. <br />ya , <br />111r1l i . <br />REOLRRW I Ir a %L/� [ �- -, <br />I 41. <br />, 2*.4' WOM OFAME I <br />,-- ­ (A I �,� <br />t, ACEPURM - " ";" , , <br />", I <br />��:.,..�­-'Z��,, �, , . 1;1 <br />- - , It ; .. L$�' . "� <br />�/, .. <br />­ . � ­1!,-.:.. /.* aw <br />" , . ­­ ... ­w- ., X <br />I ) , "' <br />�:, ,3g- � "..4 - <br />- . I ,-,., I " <br />� ­./',�� <br />1 � � -� - I --­ �,� <br />;/. . . "11r , ,�,f,! �n,,� , - '. <br />0 <br />1 <br />- � W� I I ALMWI*TE LED tmrom <br />/ � � I 12* oC 1 2' . 2* ; AM: 10, . - "' <br />,-Irl� \77 .,. vwm P, - ­ <br />k <br />I 21 : <br />: %� r Me, III< L 41w ALUN. ONQUE Oft <br />I 1: <br />li�m <br />�, I I 11111� 4w* 3101I imm POURED CONCRM 00,011111P <br />.1, - WrIA, .w MR PLATIP . SOCK ON 2'"' W= r%,W <br />2 IW I' I - Z-t -- <br />3105:Tmsi. OR I RLOLWO <br />3; X 4' K , I 01 (f) <br />, I/,- \,,� 1 2. <br />/ <br />AUDI -v - - <br />COW. ALUM, APIQUE - " <br />P, I w, 1 1/4 / <br />, <br />- - - - 1.­�- - I M.. GAP \-/ <br />l'o.. . III ;1 . r . .on' <br />9 ir or 105-"14 OR NII-M MID, <br />0/0"NUT �. A- ANGLE <br />CASE A (PL&W CASE Q (PLAN) <br />SCALE 1/4-.1- SCALE 1/4--i- SCALE 1/4'-I' SCALE 1/4'-I' <br />A7 1 1 - SOLOI�-su OR CAUL-w <br />., D". - <br />.. ' "A <br />I" Istimu 0 ��- <br />, - 1. - -(�& .a 19 .0 OR ==, VIZON, . ,\, <br />, CK IL W-41, an r.41 wm SIM O. OPIMM <br />.,.-5,x. ."'A =rw <br />- � (to CC; "t, PLAN ommomo AS APPLICABLE 10 a 1.) <br />I T & 19 <br />-, -1 <br />OVIER 21W wm Ph -A I I h <br />1-11 <br />OPO Kounto 'I, � <br />= -,,,,, : 11 4­1��--i� �'L`,­IiL41 � A ­K`1�1 " tl��,�*il.4z"�­ ", <br /># <br />� ��:- <br />, . I <br />RODUIKD 4­�,,�c . ­* . , <br />I � �� I I \ N I, 31. , j I <br />14,11A I g-- - a -a 0'a \,�- Cut / - ,\-, / ct)r-sm <br />I/ <br />VNM I ;&I= ft-ARVIL-L TO <br />S, POP, I <br />I , emu. (Wvm W CNO PANEL) <br />I X - BID DISTANCE - I <br />I-174'*, <br />7­,�-171U 7- *I <br />, / <br />, I <br />1 . .. <br />- - - - - <br />---� ---- -Jr -------- J <br />I ,/-�n " we 7 'Mum CASE Q <br />�-. A <br />\- A, //-�, .. . W,�so SCALE 1/4--t- <br />PIPPOORK . " ..... -7`4 ­; <br />�, <br />��\�, <br />\ � .. '. VAUD FOR DIRECT MOUNT INSTALLAT)ON ONLY As <br />-.--/ ,--/ -.r.9 . � <br />or- I 4 - - <br />r. <br />, . . <br />. .. - CENTIFTED PANEL INSTALLATION AT WALLS W/ <br />: : No, 44167 ". ' $URFACE aM VARIATIONS INYTHIN 3/4- <br />* <br />- ; . I FLORIDA BUILDING CODE LWan Moll VVeloolly H�u CC"* Zone) <br />* : se <br />* <br />CM .... �- 'ANK, nnm � PA <br />- <br />- A .Al 24 04F OALVAX= STEEL STORM PANEL <br />* - 'A .. 4f; Mo. At <br />SCALE 1/4--l- SCALE 1/4'�I' ?f�,.- .. tonlo ` <br />., <br />.. <br />. <br />" * f <br />.. "' --- <br />%"�� 11� � 0?/"~ <br />q, * , <br />I <br />--�- <br />- GLOBAL PROTECTION PRODUCTS. <br />- - <br />I'll L__ <br />� �IL E C �Q. IN PC �.� u1c. DILIE! <br />N,� 0 - <br />, _�_ - , <br />, <br />I'h <br />I, It, � .= ILVIL a, I"= <br />,E� <br />, <br />'L�,rw &.-. -�� .- =-.:-.r. = CaPAL n- U3,. -175 <br />� ,O�;, - o", . "me, M-)M-7*W m to"M"nl 20 <br />1 ­- PNOM ". <br />3�li <br />-1 OE-1.19*.V.v,lo.lt �TW"A-Nnww ,,,, , .-t MIM, ku <br />. RABE, UL, If I I "Ma <br />I I <br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.m.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING <br />STORM PANEL CI) INSIALLATIONS INTO WOOD STRUCTURES <br />(VAUD ONLY FOR PANEL ows-row-LATIoNs As PER ALTERNATIVES IW THRU 4W, ON SHEETS 6 & 7) <br />MILK. A.S.C. <br />DESIGN <br />MAX*" ANCHORS SPACING MR Lb. - AS SHOWN ON SHEETS 6 & 7 <br />motfriALE <br />ALWIMTP-V <br />mAxww <br />PANEL <br />TAPCON <br />LAG SCREW <br />PANWMTE <br />FEW" ID <br />PANELMATE <br />PLUS <br />WOOD aLshm <br />PRESSURE <br />RATING <br />(P,o 0 <br />- <br />&" <br />or Tlem- <br />LEmm <br />v <br />(A.) <br />13- <br />IF <br />13' <br />13' <br />IF <br />iso (TOP) <br />­­-- -..--.. <br />i3- <br />--- ,- <br />IV <br />ir <br />­ <br />IF <br />---.- <br />IF <br />� ---- - - <br />I* (wrato <br />-­­---­- <br />6112- <br />6 1/2, <br />--,----.-------- <br />a 1/2' <br />a I/2' <br />------ <br />a 1/2. <br />Cw <br />- <br />. <br />- <br />­­­­ I <br />!:.__, <br />-­--------i <br />­­-:- --.-. <br />. K­ <br />-T ­- <br />/i; <br />­ - - ---- - <br />Lt. <br />-T-1,72 <br />2 = <br />- - ­., . . � <br />-- '. ­­ <br />-- <br />I 41- <br />- 0- � - . -- <br />­ - � I <br />. <br />. ­X"I <br />51-w <br />.- <br />....... .. <br />IV <br />I . ..... <br />Ir <br />------ <br />Be- <br />, <br />IV <br />- <br />im (OMMM) <br />- <br />11­---­­------­­ <br />'r <br />L3 <br />1 <br />-- --------7i�---­-----i;--- <br />1i; <br />- .Q <br />Z <br />+43. -45 <br />on <br />LESS <br />- - - --- <br />___ IF <br />- -- -­­, <br />13' <br />-�-"----.-.-----.---.---i3:----- <br />IF <br />'V <br />I F <br />(9001m) <br />- <br />is* <br />". <br />13' <br />IV <br />a ,/V <br />* (lop) <br />13" <br />- <br />IF <br />-- <br />IV <br />I Inuffam) <br />­ ---. <br />13, <br />-­­ <br />13' <br />_ <br />-i -15�­ <br />-5 i-W--­ <br />6 1/2 . <br />crop) - <br />a 1,;F-' <br />___ <br />- - ii-I ii7- <br />­ - <br />- - ­- - <br />- <br />-- -- <br />6 1/4- <br />W-0- <br />-772- <br />5- - <br />-- - <br />& 1/4' <br />(SLOTT-1 <br />- <br />4 *11' <br />, ­ -1. <br />- <br />* <br />o '�­t <br />1/2' <br />- <br />ciai�- <br />110 <br />" . <br />-, <br />- 7 <br />: � <br />--± <br />-- --- <br />.--- <br />-- <br />3w (oDtmw) <br />__ _� ,� __ <br />�� <br />---- - <br />I, <br />3�e <br />_ _ _ __ <br />- ­�. <br />so III' <br />. � - <br />I 11r <br />� I <br />��- <br />12-__ <br />­ * <br />4 .- <br />(TOP) <br />I <br />------Tr--- <br />I <br />-- IF _ <br />- _ <br />-- " - <br />IF <br />__ <br />a I/F <br />monom <br />ISEE TARE ft FOR VAX. A.S.O. DESIGN LOOLDS & IPIAX. PANEL LEWTHS WHEN SPACER (9 IS <br />I USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 I <br />MAX. A.S.O. <br />DESIGN <br />PRESSURE <br />RATING <br />(PA.0 <br />MWWM ANCHORS SPACING FOR r-D. - AS SHOWN ON SHEETS 6 & 7 <br />APPLICAMPLE <br />I. <br />A, ANY <br />IF �T4W <br />MAXIMUM <br />PANEL <br />LENGTH <br />*L <br />(it.) <br />TAPCON <br />LAG SCREW <br />I <br />PNOELVATE <br />FEhV4LE PC <br />PMVAKTE <br />PLUS <br />WOOD pUSHm,G <br />-,-IY-- -- <br />IF <br />- --- IF -, <br />IF- <br />tr <br />13' <br />13- <br />so (POP) <br />--- <br />tV <br />IF <br />ir -- <br />Tw-(Ovii6io <br />­­- <br />a 1/2- <br />­­­­ <br />6112- <br />- <br />a 1/2' <br />6 i/2- <br />0 III* <br />- <br />2w (TOO) <br />­ <br />- <br />- - -- <br />7.;..----.--.. <br />7 I/e -- <br />- -- <br />- <br />1 .. ;-/j;- - <br />- ---- - ­ <br />6 1/4- <br />- - - -- - * - <br />a' .- , <br />. <br />12 1/2' <br />- , '- ­­ <br />­ ­81 - <br />8; ---- <br />- <br />6 t/4' <br />­--­--­ <br />------. - <br />- <br />.- <br />2W (W.') <br />­ <br />3w (TOP) <br />-i-N- w <br />51-V <br />, <br />LESS <br />­.. -- <br />13, <br />� � - <br />13, <br />­-B - <br />Or " <br />---- -------,-- <br />IV <br />13'- <br />ii!�) <br />a , <br />oplj� <br />+45. -45 <br />TO <br />+75­75 <br />I <br />I - . <br />ii;­-6�­ <br />----ca�----------Ir-*----I-r--4wcwrmm) <br />-- -7-- <br />- <br />,- 13' <br />--- <br />---IF -­­-­.2T-­­----!J <br />­.. 6.. 'IT-- <br />- <br />--...-- - ­.­ �.- <br />­4 1/2- - <br />r <br />- <br />--- <br />1=3 <br />....- -7j.---- <br />- , <br />I -1 <br />IF <br />, I --- - <br />2 <br />--A I/ , <br />--- ­ <br />--- <br />-- ­ <br />s* <br />... ­­ . -.--. <br />5 1/2- <br />" -- - <br />12' <br />,----IF-- , <br />---- <br />is' <br />­- <br />IF <br />Cr <br />1w (Mo) <br />W-0 <br />1 <br />y'-sr <br />I <br />- -- <br />IF— <br />­­­ <br />6 1/4- <br />----- <br />IN <br />--------- <br />a 1/2- <br />-- -i -114---- <br />i 114 <br />-i 114 <br />----- <br />I Ir <br />6 1/2- <br />- <br />6 1/2" <br />-(W"D!­) <br />2W (TOP) <br />-i5-7-/--2 <br />­--­­-­­ <br />7 1/2- <br />­----­­­­, <br />Ir <br />---- �7­ <br />7i�­- <br />--i- <br />3�­.­ <br />i <br />5 <br />.......... Yt:­_ <br />- <br />- <br />5 1/2' <br />­----;O;-­ <br />ww� <br />cwn <br />1- <br />. tw) <br />- <br />iwiiiiwi <br />--i"..-, <br />r <br />---- <br />L� <br />­- <br />; r <br />- )I <br />I- SEE TABLE if FOR VAX. A.S.O. DIESPON LOADS & MAX. PANEL L04GTHS WHEN SPACER 0 ISI <br />USED, COW43MONG ONLY TO ALTERNATE 2W ON SHEET 6 <br />umv <br />al a . <br />AL&D. OESIGIN LOAD <br />111111101011111UN Pon <br />LIENM <br />40 PSF OR LESS <br />51-8. <br />> 40 PSF TO 50 PSF <br />6'-2- <br />1 > 50 PSF TO 60 PSF <br />W-10, -i <br />A MAX- PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS <br />ill/ PANEL MATE fQMALE 10 Oft PANEL MATE PLUS <br />ANCHORS & W/ " 1!*pillftaj�.Q 1/2* D.C. <br />. _ <br />- <br />INSTALLATION DETAILS FOR UFE SAFETY PANELII <br />I i/4-9 TAIPCON -­ - I - -1=w`Gw-RB <br />il.4*1= 71 mc . =.MNEO ANCHOR 0 2, OC <br />. CDNC*M BLOCK �% CONCACTE BLOCK <br />" �, WOUM. I X, PIQUWMD. <br />. <br />I � . ;- 11 if". C2," I ­- � .01- � �?) <br />'� 1/4- <br />"", 4 "" <br />. � W/4 " ',.;j� <br />�,� I I . , MAX 1 4 <br />, <br />� . I `� <br />I ,-,�fl. <br />ED* ;�, I ED- <br />, ;��"' ; ; 1.�'11�111 <br />, <br />I <br />, <br />.. 11 , ! <br />1m`-'1`­­ I -(D Iff, 17 : al), <br />i I* Nut. I <br />: i I-SPOA?IOW I � <br />. ! rz�.r I To GQLMASS.. , 1 `., : <br />-2.31 , A i�.o A �,�- I � <br />. I 11 I I I 9 <br />I <br />I . I =11-C . I <br />I rm-l". . t 4 <br />! I 'L' ON. 1. I I 10 Mu. <br />PAWL LENGTH I 1 V PANEL LENGTH <br />I - ... � � (SEE arwint, PAION <br />I I - a : ISEE ELE <br />-ar : ON Smw 12) : - 11 - ; ON SHEET 12) <br />� T.'ar : !­ ­­i- <br />I. I I . - mwi ­i�-- <br />. 7 mwl­ <br />, - I I I <br />" "I . , ,A <br />,. I W�, I I <br />I , : - Cl) its 11 ,. , - �� : - CID <br />;. , ',�� ,;��":',%�,,, , !­..'. <br />: ,, ". , ..." .. <br />� ,,�.,, I ",I �, I r <br />� I '; . I <br />� �.,,�,. I I <br />EXISTTMIG . ./�, - j ." * �,,� . : <br />. I <br />ED. /.. " ; I DISTIN: pq�w ,'� <br />. ,� 1, ­1 I <br />, � :%:, , I <br />,�,;r 0 <br />l-, , I 0 CONCRETE SLOCIN �, <br />,�� , COW -AM UP 'r <br />4, ; -, , <br />QEOLW" 1. �11, 'twu AEWRM. � I <br />11 " "W"A", <br />. <br />. 11, 01 I I !, -- � ---- ---- I <br />, 11/,11 <br />, " <br />, 0 <br />" . <br />, � 11 "'.1"'. * <br />I/e* . V � 1/4-0 ANNEUMATE 9,LN , - <br />AMICHOO 0 12 1 OC a WMALS ANCHOR (BEYOND) 0 "WiLEL <br />WALL UIDLINTINGIS <br />WE N9M 10 A 11 Mo NCMM IYK VACM PON WALK 3/6.i* <br />PBMAAMM Will W= FROK OXBOW <br />MMAN ANCHOR OV�OM AW WNW* MOK OWAPOM <br />Alto OAKUM ON IM SCHMI PON ED UESE TWA <br />OAKUM 09 SCHEDULE REDUCE MACHINE 3"00 1111 <br />K&MYM SPACM mom am mewil_l NY IT* <br />MUAWM POCIPM. MR smile DPMT4" to Or POSMI. <br />*[BLOM $PAWO OWANAD USM FACTOR PiALL NO K <br />LEOL T%AN NOWAM SPACING INDICATED TOM EACH ANCHOR OW-Moft,, <br />TYPE ON I" SCHMA1- <br />. % A. 11141, <br />101o,*1 - 114r*o . � <br />miam m ........ ...... <br />. . <br />UPM -= .. E ... <br />momm Alma omo Ito 3 3 : % FLORIDA 111JUING CON LNon one Zone) <br />=�4 3 --;-- : <br />*�� Ill, : :*z am An0a, w- 11F.'r <br />-mmem --;-- -�T/2- ; I * : 24 GAGE 0ALVANrZED REEL STORM PANEL 00, <br />$am � wm� im mm . iTATE .: I - , - W/V/SM <br />.1 I ...... Itio- &A I - . . ORID.. I --- Z I I L I E C 0 ..., \ GLOBAL PROTECTION PRODUCM U.C. D.N. <br />. ...... .. <br />- , ON $10 01 limm ' <br />I lir �t TILUT rawrifia'a IMAL IL 31111 <br />- . - - - . -- -- - - Do' - , - m w 0- ONORE ")M-PA4 PAN I <br />emit _1.00 I NAIL .., 1; - - . f=.- t-mit.-Im 20-175 <br />- " 41 . ..... . ­­- - ­ , `A`I _-, . W. <br />1 3 ,/r I - - C.-ow7is I <br />- Of wAlftm6wuv/mvr ", mm ON <br />"12m: IW41 � 1 40 <br />1/4-0 TAPPCON <br />44CHM 0 IV Of; , 9MMO." <br />.. I CONCRETE KMX <br />�., I REOL4m. \ <br />�L 1. 1, <br />I <br />.1 <br />. <br />, <br />, <br />, <br />, <br />, <br />, <br />, <br />, �� - 4) <br />L I . , <br />I ' " ��"L��, , 1/,. <br />�----r- . , <br />'il.�','� * I <br />11 <br />E.O.0 ��' P, I : <br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE <br />FOR REGULAR STORM PANEL rij INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES <br />(VAUD ONLY FOR PANEL(a)INSTALLATIONS AS PER SECTIONS I THRU S. ON SHEETS 4 & 5) <br />kW. ALS.O. <br />MON <br />PRESSURE <br />RATING <br />(000.) <br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.a.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE <br />FOR REGULAR STORM PANEL rij INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES <br />(VAUD ONLY FOR PANEL(a)INSTALLATIONS AS PER SECTIONS I THRU S. ON SHEETS 4 & 5) <br />kW. ALS.O. <br />MON <br />PRESSURE <br />RATING <br />(000.) <br />INIAGIUM ANCHM SPACING FOR MIN F-D. PER SCREW BELOW <br />A"PUCARE <br />To SECTORS <br />a <br />Colo <br />or <br />MAXIMUM <br />PANEL <br />Wool" <br />.Le <br />(".) <br />MAX. A3.0 <br />omom <br />III URI <br />$tAll. <br />COA,r) <br />MAXIMUM ANCHORS SPACING FOR " LO. PER SIDNEDULE BELOW Lit <br />APPLICABLE <br />ro <br />a <br />OF IIOEM <br />t�m <br />MAW <br />PANEL <br />UENIM <br />v <br />l�i <br />TAPICON <br />SOUD­SET <br />rVAALE <br />0 <br />PLUS <br />ZA%%C-KVUN <br />CALK-414 <br />TAPICON <br />$"-SV <br />ID <br />PLUS <br />ZAMAC-MMA <br />CALx-IN <br />10 <br />mmmit <br />3k <br />.AM <br />Am <br />10 <br />2& <br />so <br />012ir <br />10 <br />cocam <br />1.1ir <br />To <br />cocmm <br />IT .75- <br />- <br />TO <br />Como= <br />qhm <br />mc <br />161BA!, <br />=&X <br />- <br />it <br />30 <br />Comfogif, <br />0=1 <br />- <br />+45. -49 <br />OR <br />In$ <br />IF <br />-- <br />.-IF <br />_Lj�_ <br />_14�_ <br />IF <br />� I— <br />- <br />­ <br />.!:-. � <br />.K­ <br />IF <br />- - - <br />IF <br />IF <br />13' <br />.- <br />li� <br />ir_ <br />13- <br />-T - <br />3' <br />-­ <br />- <br />.- <br />��- <br />­­ <br />is. <br />­1 <br />13, <br />I'F <br />IV <br />-1k -''-- <br />IF <br />IF <br />- 0' <br />-------.----- <br />12 1/2,12 <br />-- <br />41F- <br />- .r. - <br />I <br />--p* <br />13' <br />'�I: I' <br />IF <br />- <br />13; <br />w <br />IF <br />IV <br />1/2' <br />­­ <br />0. <br />- <br />­­. -A <br />..iF� <br />,F <br />jk�. <br />IF <br />-T-;­ <br />3 <br />-T3;- <br />IF <br />IF <br />a 1/4. <br />-1 - <br />e-1- <br />­!�­ <br />.- T- <br />-T - <br />_ 1�' _ <br />6 1/4* <br />­ 13, <br />IF <br />---'-- <br />1V <br />1V <br />IF <br />------,- <br />6 114' <br />. - <br />r <br />- <br />- <br />------ <br />IF <br />­ <br />� IF <br />13. <br />I 6 IP4 <br />IF <br />IF <br />". <br />IF <br />-- <br />';F <br />­ - <br />12 1/2'12 <br />r <br />- ­ <br />1. <br />-- -- <br />IF <br />. , T - <br />IV <br />--- -- <br />IF <br />IF <br />-- <br />IF <br />IF <br />IF <br />-- <br />112' <br />w <br />- <br />----- <br />IF <br />. <br />- I 3:, <br />� <br />I i <br />--'--"'- <br />IF <br />14, <br />-- <br />13, <br />IF <br />--;- <br />t3 <br />--- <br />- <br />a. <br />- . <br />1. <br />-6i.- <br />IA-- <br />.1 <br />� <br />,A: <br />li�. <br />- <br />A <br />IF <br />-1i- <br />IF <br />-T - <br />JF <br />- <br />- <br />� ­ <br />9. <br />- <br />-- <br />,F <br />. - I , <br />- ir� <br />t -? <br />- <br />13' <br />13' <br />W <br />s r <br />-7- <br />3� <br />7 <br />4 1/4' <br />- --- <br />a- <br />'. <br />IF .. <br />I- Ir <br />6 1,L.. <br />Ill. <br />I <br />I IF <br />1 IF <br />­­­ <br />IF <br />13" <br />IF <br />5 1/4' <br />-­ <br />7 1/2* <br />- <br />-.---- <br />IF <br />I - - <br />�3 <br />,r- -i <br />--- <br />li4ji <br />I �­ <br />I CWTMW <br />(MO) <br />2 (@arm) <br />1(Tv--)- <br />3 (BOTTOM) <br />-, <br />4 (top) <br />4 (WROM) <br />­­­ - <br />5 (W) <br />I- -- -- <br />5 (BOTTOM) <br />a5i)- <br />-- -�- <br />(Wii. -jI <br />I <br />51-r <br />OR <br />LESS <br />.43. -45 <br />TO <br />.65. -65 <br />13" <br />13, <br />IF <br />I tr <br />IF <br />IF <br />IF <br />13" <br />IF <br />IF <br />3--.. <br />IF <br />T <br />it 1/2 <br />I "I.) <br />v-r <br />OR <br />LESS <br />- <br />IF <br />I -� <br />IF <br />13-� <br />- <br />IF. <br />IF <br />­ <br />li7 <br />IF <br />r <br />IF <br />. <br />". <br />" <br />'I I <br />- <br />roii�) <br />IF <br />IF <br />IF <br />1�1: <br />3: <br />1-13- <br />3 <br />- <br />3 <br />, . <br />I Crop) <br />--------- <br />IF <br />IF <br />13, <br />- ­2­1: <br />IV <br />tr <br />". <br />_L:_ <br />13' <br />13' <br />__a <br />Ir-', <br />_. _ <br />1/2 <br />_ ­ _ <br />2 (warrom) <br />. 13" <br />IF <br />I r <br />IF <br />IF <br />IF <br />_ <br />tV <br />-2-1 <br />13' <br />. I <br />_IF <br />13' <br />-- ­1 <br />- <br />_13- <br />Ir " <br />.­­­ <br />- <br />- <br />13: <br />61/4- <br />-w <br />;,, - <br />61/4- <br />3' (TOP) <br />3 figarw <br />- <br />1/4' <br />V'F/4-' <br />i ji <br />12-1 I!, <br />- <br />­ <br />...-a, <br />iF <br />-­­ <br />,,V <br />- <br />- IF <br />---- <br />- <br />­­ <br />- <br />- <br />T37 <br />­­­- <br />13" <br />IF <br />-- <br />- <br />- <br />­ ... <br />r - <br />1 <br />-------. <br />IV <br />- <br />- ti- - <br />- - <br />6'1/4' <br />­­­ <br />. <br />------ <br />IF <br />- <br />14F- <br />- <br />tY <br />­ <br />0 1/4'-& <br />a, <br />0 112' <br />a, <br />7 11r <br />8* <br />- <br />A. <br />--.--- <br />III. <br />S" <br />4 Crop) <br />.1 -W- - <br />, -- <br />IF <br />--i�­ <br />- -- <br />Q� <br />- <br />1/4- <br />-,7-- <br />-.-- ­- <br />i3l <br />- � TF .'' <br />#.-' <br />- - . <br />IF <br />. . <br />;�v <br />- <br />. . .. . --- <br />. , is* <br />13 -� <br />:­�, <br />IF <br />. ___ _ <br />.11 r <br />0* <br />.13.1 <br />- <br />IF <br />_ - <br />- <br />-- I <br />13, <br />­- <br />tF <br />-­ <br />1 � . <br />I - <br />a' <br />I -tit <br />sk <br />13' <br />- ­, <br />­ 13' _ <br />6 1/4. <br />- <br />_-I_ <br />4 <br />1,1iiI 1�1 I <br />".t <br />i.ij <br />If ,/4. <br />- <br />4 (mumm) <br />- <br />- - - <br />1. I _ <br />EIG, <br />, <br />A _ _ <br />4 (wry..) <br />UF ' <br />6 1/4* <br />-- <br />IF <br />- - - <br />- <br />7 ­ <br />=.- <br />j 1/4-16 <br />1/4' <br />IF <br />r <br />si <br />, ; <br />-- -,�F <br />- <br />.. r <br />!- <br />- <br />W­ <br />. <br />I <br />I-'. <br />, 1. <br />­ <br />': , <br />1 i <br />I --iw ... I <br />-i;- <br />­­ <br />--- <br />. <br />I <br />IF <br />____;___ <br />,3 <br />­.- <br />13, <br />.-Ti..­ <br />-13- - <br />1�- <br />2EV <br />0 L/�: <br />I_ <br />IF <br />--- - <br />10 j1r <br />7� <br />-1V <br />T 7/-r <br />3 <br />__L.1_1_ <br />IF <br />1 3' <br />­­ <br />IF <br />-sr - <br />ii­l /-A- <br />­ <br />r ' <br />9 1/2 <br />7' <br />I ---- <br />9 1/2 <br />-i'Tii- <br />li--�I­O' <br />-- <br />3 Ili <br />---- <br />---- <br />9 112', <br />IF <br />IF <br />- 13, - <br />- ---- <br />13' <br />IF <br />- <br />I2 1/2's <br />- i;7 - <br />-r <br />---��- <br />IF�i <br />7' <br />9 1/2 <br />- 7- - <br />I— <br />9 1/2 <br />i-%�� <br />--/4-'- <br />1 <br />- -;. <br />4 <br />- - <br />-�P <br />2 <br />1 1/2 <br />10 1/2 <br />-i �-- <br />/2 <br />_ _ ­ . <br />iO 1/2 <br />Ti-1-ii <br />---- <br />i-,FW" <br />5 112- <br />10 1/2J7 <br />5 /2 <br />_L_ <br />7 112 <br />_._ _ <br />11: <br />IF <br />4 1/2. <br />I Y-K <br />- <br />r <br />I (TOP) __ <br />I �) <br />BIT <br />I (90YTCM) <br />- <br />- <br />'a.-,. <br />To <br />W-41 <br />�X' <br />_ <br />, <br />9, <br />1. <br />I 1/2- <br />' <br />137- <br />-C-112- <br />0 1/7- <br />a 'Ir <br />IF <br />5 11ril <br />cive) <br />,s,-o . <br />TO <br />, . <br />0-4 <br />1 <br />- -ii�-- <br />13, <br />__ - <br />�� <br />- <br />7 fIr <br />- W- " <br />� - <br />-i�� <br />IF <br />- I-F- <br />5; <br />- <br />7� <br />� 3' <br />To' <br />IF <br />10' <br />to' <br />Ir <br />IF <br />6 1/2' <br />I (BOTTOM) <br />­i. �W <br />___ <br />___ <br />7 T/2 <br />-i7ii- <br />- <br />--- � <br />- <br />- <br />i;-- <br />- <br />7 't <br />-- <br />is. <br />_____ <br />_____ <br />13' <br />k I <br />­7 i�­ <br />­ ­. <br />6 0/4- <br />i 1/2' . <br />7 112. <br />-- -- <br />4 -1/T <br />2 7 <br />6 1/2' : <br />.- <br />s 1/2. <br />iii; <br />. 6 ­ <br />- <br />_ ;�_ <br />4. <br />1/4' <br />- _j;­ <br />3. <br />- - <br />­­ <br />e <br />i -"I) <br />I,___ _ <br />2 (BOTIE11,11) <br />i- <br />CTO�i­ <br />--- - - ­. <br />3 (BOTTOM) <br />`O(TOW)--- <br />. <br />4 (BOTTOM) <br />.- <br />i­ <br />, T <br />- <br />1/2' <br />L:�-- <br />- <br />! -,!� <br />,!� <br />I so , <br />- <br />-i9E. <br />"' <br />12 1/2' <br />!.!erfs.1 <br />- 11'- 4. <br />­2!�... <br />- <br />Ir <br />'I . <br />3 1/2 . <br />2 (Tom <br />13, <br />---­--­- <br />7 1/7' <br />IF <br />tF <br />- <br />IF <br />to' <br />- <br />IF <br />- - <br />-F-. <br />--a' - <br />- <br />­ ­­ <br />-!i� ... <br />--T., <br />5 1/4' <br />---- <br />!YK <br />121K <br />6 1/4- <br />- <br />2 T- <br />- <br />-'!.M- <br />3 (111MOM) <br />-!�'. � <br />-, <br />I <br />7 - ---- <br />I , <br />­ 112� <br />_J___� <br />2 <br />!-ic� <br />- <br />�: <br />--!- -- <br />'i ,/2- <br />-67- <br />- <br />s 2 1 72. <br />­­­­ <br />---,-F <br />4­1 -1.,r <br />� <br />-;07- <br />­sW <br />-,F­ <br />11r <br />W - <br />- <br />-- <br />IF - <br />. - <br />�-IiF <br />-- <br />I ., <br />-- <br />7- <br />Ill. - <br />- <br />I 13' <br />- ­ --- <br />1-21- - <br />- <br />. I �iZ <br />-- S-.-. <br />11 __ <br />- <br />'�� <br />6' <br />, <br />-­ _ <br />- . <br />____ <br />I -- <br />I <br />­ !:_ <br />r <br />___ <br />. <br />�- <br />-2 <br />" <br />4 1/2' <br />3 1/2' <br />--- <br />6 112- <br />V <br />­­ <br />4 (MP) <br />­Pf: __ <br />- <br />_ _ <br />__!�_ <br />O' <br />- <br />I r <br />___!�­ <br />- <br />----- .­ <br />to* <br />- <br />1 1/2-1 <br />­- <br />, " <br />� ­ <br />- <br />- -- <br />, - <br />" <br />­ -T_�r <br />I� <br />-. <br />­ <br />7 1/2' <br />-­ <br />'r IT�- <br />- -- - _ <br />- <br />- ­ <br />8 1/2* <br />/2. <br />-­. <br />4 j9G1`TOPG <br />----- <br />S (TOP) <br />-- <br />if wirmw) <br />- <br />,F <br />'-' - <br />13' <br />H <br />- - <br />I.- <br />-i; <br />1k <br />-1: <br />L3: <br />9 1/2'1 <br />15' <br />19 t/2' <br />11r <br />* <br />23r <br />IF <br />to <br />If <br />I 1�2 <br />4 ,/2 <br />3, <br />1 r <br />, ­10:­­ <br />,w <br />IF -- <br />- <br />0 - : <br />-411 <br />VLI-N <br />-i-,2 <br />i <br />__ <br />r <br />-4 <br />7- <br />I ir <br />­. <br />- <br />-Lf� <br />a qr <br />_--,.:: <br />I 1/2- <br />- <br />- <br />; <br />--ir-- <br />, <br />11 vel <br />-!r <br />- <br />-- --, <br />. <br />I I <br />a WIll <br />114* 1 <br />6 1/4'10 <br />)/4*1 <br />- <br />. <br />.-111-4.1 <br />-- <br />- <br />.-� <br />if ,/� <br />fi.., <br />--- 1,vq�.11 <br />OiCE5 - <br />SCE OW 11 POP 4%MM TYPE & VIACOM 100 OWALIAt" INTO "W MVAt MDOW <br />0 WOW AND" SPACM AND MAXIMUM UME MMa ARE NDWAM ON Islill SCHIMIAL MO ED <br />LM Two Stimlo of OCKIP" mm ANCHOR SPROM Or WAML4m SPACM S"N" ON <br />WAU" r THE MLONM MTOW FOR if* OPMTM 70 K POSMI IKRM 9ft'"A <br />WW" UORC FACIIM 104kL PAIT N LEAS THIN MNVUM VIACOM PACCOM FOR LA04 ANCHOR TYPE <br />of "a Sim" <br />ANCHOR T09 <br />-!Lw� 1 <br />WI� I <br />V/4*. <br />ULD-W <br />Lowax- I <br />I rum a <br />1/.1. <br />oaaw <br />PLUS <br />- 1/4'. <br />4/4'. <br />I - <br />­­., <br />��AWI VMM k.)_ <br />.. <br />3 <br />3 <br />3 <br />A I/r <br />ZL <br />A <br />3 VII, <br />- <br />r <br />- <br />I <br />- <br />� 'Ir <br />-2 I - <br />3 <br />=m W4 <br />3 <br />3 I/r <br />-7w <br />3 t/2 <br />3 'Ir <br />. <br />Amm am mummaz ma) <br />FACTINR <br />- -----, 11117 , -­ - � <br />- , OAE­ <br />- - <br />--.-�-­-t-------- <br />, <br />- - -- <br />I 8 01 . <br />(LAII <br />-­ ---- <br />eAs <br />t­-.­ <br />, I <br />- - <br />- <br />- - - ­ <br />ON <br />- - <br />- � <br />r <br />I <br />� <br />I <br />oil <br />. ,- <br />- <br />iws <br />. - I <br />- s ife <br />. <br />- <br />'N <br />. -- <br />, IN - <br />- <br />IN <br />. <br />- ,a I <br />SPACINGS ONLY VAUD VO4M SPACER(I)IS USEDL SEE JWI #1 FOR MOM A.S.D. <br />I- OESNOPJ LOAM & MI PM41 W&IHS WHEN SPACER " IS USED. I <br />- .11 - I . <br />1'. . <br />mm.-(k -I Ift <br />- <br />. - <br />I . t <br />I <br />. <br />(1) .1 (�) I - I -i - --- I -- - -- - --- - -- - - - - I .-- - -- - -L I - - - , <br />IU I 0 w 0 0 0 Q <br />I <br />f"-r,- - T -- --I---, --- -] ----- 1­7 -------- T-7-7 --- -------- -,-r --- 11 <br />I i I I , 1 1 � ; I <br />I I ; � 1 : � <br />I I I 1 ��, , I <br />i�. 1 1 1 i ! I , ; <br />! . I ; ; <br />I 1 I 1 i . I � <br />. 1 1 1 <br />� � i � I I ,I ,* ,!, <br />1 <br />Taims <br />&I A <br />A.S.O. OESIC111111 LOAD <br />MAXWA PmEL <br />umm <br />- <br />40 PST OR LESS <br />6, -a' <br />> 40 PSF TO 50 PSF <br />1'-2- <br />. <br />i �, 50 PSF TO 60 PSF <br />5'-IO' <br />& MAI PANEL LD67HS ARE ONI.Y VALID FOR INSTALLATIONS <br />W1 SOLID SET ANCHORS & W/ " SPACER AT 12 1/2- O.C� <br />ANCHORS (SEE SECTIONS or ALTMATF45 ON SHEETS 13. 14. 15 *16) - - - � -- ------ -­ - - <br />' <br />R­ A/113. R-WI13. R-SAI +R­ B/13. A-2B/I& 1111-3111/K F kOX. * <br />I. 'm <br />+111-11AW/15. R-IAW/15. R-SAW/10. R-111111111/115. A-29W/15. R-30W/18. - ­� <br />L./2 <br />I I I 1 .,y4'#-2OI S.S DOLTS W I : . I . 1. <br />I (USE FOR PANEL . I mu <br />� � 1) - %,, . (a) I 1 , - LEWN <br />I - ! I <br />I I 01 ,� 1 IV17 11-6 <br />- <br />� � REGULAR STERN PAWL Z , , REGULAR STORM PANEL � a -4' 0 +40.0. -40.0 Pa., <br />; � ! I , I- ,I I " , � . � I I i (w/ OYELPLA, MID Pefa LENGTH BOLT) <br />� <br />I_ - , <br />I 1 4 --- ------- I -� --- �,-,­­­ I --- ------- ­.- <br />- - . <br />,;Z�� _ , L L I I " ?. LIFE SAFETY RM p - ; : . ! - ­ - - . �- - 7. r r I 11-111' 0 +BOA -MA P­1 <br />I . , � I � � ! . , I i I , (W/O "w Mo PANEL Lacm BOLT) <br />I � I w I � , - 1. I I . � I I . � <br />, I <br />I . .. . ' ' � ' ' - ' A , .-r ka. PANEL Lzram <br />I <br />; . I , um 2 <br />1 ­0�. i 1 1/4*0-20.1' . I � ..04DI..] - � I . I � I . I . I AT ALL MOUNITINGS <br />, � I S.S I <br />� � . � : <br />11 , I i AT EAO-L�aw ! 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I ­­­ I I I f I <br />D.M., (�),. 4 ERLAP- -OADIPLAll- I I <br />._..__._..._ -- <br />or - � I <br />(�) - [.10, WWO M.17 As EXTERIOR WNG NUT AT <br />r mij LEFT PANEL 0110141 PANEL 3 � - <br />MAX, t INSTALLATIONS ONLY VAUD FOR 101ING <br />1* WIN, R-IAPP`13� P-2A/13. R-3A/14. R-110/13. R-29/13. M-39/14. , Mo: SPEED UP TO $70 M.P.h. <br />� <br />I R-IAW/15, R­2AW/115. R-3AW/16. It-iffief/15, R-2ow/15. A-WIPP/16. I I <br />�- - - - ----- - I � --ANCHM (SEE SECTIONS k ALTUMTNM ON SHEVS 13. 14. 15 of$) � - - 11 � � .11 . - <br />'10 wx w <br />LiFE sArETY sTogm PANEL (j) ELEynom (t) -17 <br />10 REG" 21697* SCALE I/4'-1, -10 REG" : <br />STORM PANEL (WN omqx�!T-!Lca WLIM STORM PAREL <br />;,:.:3­c­­z­ 2 -------------------- - ,zIs, <br />, �F�­�- - - - ­ -- � .... ­­ ---- �z- ...... .. . .1 <br />I I , .. ­�­111­7��,�-� <br />1/4" " .. <br />. . <br />. <br />. <br />VAX. GAP�' " " � . 13 % > I <br />\ ­ I <br />: , � . . . i <br />­Tt­­#­.-/ *­ /­­ - ­' <br />�- ­­ ­­­Q" ­­ - �:: : -------------- - t�; v=v- - ­ � �- - . <br />sit: . . I <br />-4,1N S . 11 <br />I : 1 1 <br />. : <br />LIFE !;* PANEL S. : .:-- .*I <br />.11 FLORIDA BUILDING CODE (Non High Veei low Icalso <br />. - - .- , <br />"'. '? ` q� �. ... m 24 U% GALVAMIZED SIM STORM PAWL om <br />-gK <br />N � , i- GLOBAL MTECTKM PRODUCTS, U.C. ' <br />'�� - , *00 , <br />EXTERIOR I 'A �Z,t�i;--P!!�', <br />1� , � "-� <br />, __,�� Z�- �� 4M ". 51 ONO - - - I <br />SECTION A -A N"a C- W.V. FL 2331. <br />SCALE 1/4'-I' ,;i,/-/-/---­P aavM,r*9TmfU! PHOC ln,)M-7u& to (OSOM�m 20- <br />� <br />­­ �� <br />�'. -.. <br />-11:�, <br />, " 1� <br />INSTALLATION <br />, <br />, '. ----- ------:j� <br />. -7- r �:! <br />DETAILS <br />INTO <br />FOR LIFE SAFETY <br />WOOD STRUCTURES <br />.,�, 7--; -- <br />, �:, <br />". <br />PANEL 6 <br />. <br />- - .­]­!, <br />I I <br />-1-� W, 1 <br />I , <br />­ <br />� <br />." <br />� , <br />:� .� <br />� , .-,' ! <br />V.4EAGE" . I .1 � <br />,� -.. i- I <br />VOW HEADER <br />*WRO <br />� . I . - <br />I I - . <br />­ <br />I , � �:j . <br />11 - HEADER I I .- . �. I <br />C <br />- VIVO HEADER <br />I., I <br />� I <br />, <br />IT- <br />1- : <br />� <br />,, . - , �i <br />1'. 1, <br />" � -11 ..� <br />�,, <br />��, RED ", ,. <br />, , , . ­ I " I <br />� ! <br />--- <br />� . .. <br />,, L <br />, , , <br />, �, . I ­.. <br />, i .1 ;, <br />I , , - - <br />I �'! 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I <br />- r <br />� 01 <br />11- SEPAPIATION <br />N M GLASS. <br />- i 1� - 4� - <br />i ; <br />(4) 0---.s I' 101.� <br />I I I <br />I , <br />I . <br />10 <br />0 <br />TO GLASS, <br />SE"TIO00- <br />I L/2 kwT <br />it <br />It <br />0 � . a EPAPAITOIR <br />I , <br />- <br />I I <br />: - I <br />0 <br />i '. <br />0 <br />I <br />!Ii <br />I <br />I A 9 QLA55. <br />I L/2 � I <br />! 30'. <br />S "I <br />ED. I <br />I 1 L ------ j <br />11 I . 11 w � A - I - 1� <br />"I <br />� a It 111T <br />� <br />: <br />& <br />. i I <br />- A— - I I - <br />i <br />I <br />.11 <br />1, � <br />* 1 - .- <br />I ' " - <br />I -.- 4BREIN; 1 <br />f- �' ' <br />. <br />I <br />�. <br />1� -- <br />I . <br />..- <br />I <br />. <br />I �', <br />. <br />- ,- Eb, � <br />t � I *1 I <br />� I - -- <br />� -- <br />=:!f- <br />- ­t - <br />I <br />-- <br />, , <br />- w ­ 1, � <br />I nxu. x I& : I <br />"A <br />---L-- I I <br />, � <br />� <br />. 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I <br />1 I <br />1. ,m <br />I, <br />0 <br />I , t <br />� I <br />1� " <br />I . <br />, . <br />*EOUWD � <br />REOUMC) <br />I <br />I � I <br />� <br />. <br />§wm <br />AL5po F il 01 <br />0 LU 3AEM ANFI, <br />NAM"Na <br />3 a., <br />Ifflfff-m <br />1.1 <br />Tit& <br />AIMN04 42OW <br />a swury PME <br />ft,L� Has <br />- 101 <br />.....'.. <br />"'.. <br />. - <br />.. ii­ .. <br />FLORIDA BUILDING CODE <br />(Non IRBIL VOI*Cft "Ur cone Zone) <br />! " -. <br />.=" ft1" JIM. 24 GAGE GALVAIPRZED <br />STEEL STORM PANEL F.P <br />1. INSTALLATION ARE ONLY VALID FOR A.S.D, DESIGN <br />PRESSURE PATINGS (P.&q AND PANEL LENGTHS AS <br />SM <br />PER ELEVATION ON IL <br />: ,44167 <br />* *1 - or- <br />*. * -- ­ :�;;, SIM/Nft <br />-!5� <br />. STATE 4;7-�- '� � GLOBAL PROTECTION PRODM LLC. WE <br />.-- <br />- <br />, ft- <br />k ', <br />2. FOR NEW WOOD FRAME CONSTRUCTION; WOOD <br />MEMBERS I FIC <br />0 BE SOUTHERN PINE ft 2, W/ SPEC <br />'�O,,; D <br />NAV-11 ,�� <br />No.. - 4= <br />I'm 5 OPW <br />'l- 33S.. <br />20-175 <br />DENSPY OF 0.55 OR EQUAL <br />i�7 <br />- mom (M)n�nw <br />=: <br />"All, OU)n�afty <br />I <br />­Illls=�IA,Ps�n <br />MO 1 2 M 6N <br />M"'OftoM P.E. <br />U. Iv <br />owffm Rim <br />n"! <br />" ! � "­ I i-11 -. <br />. Is or It i <br />I <br />, <br />MAXIMUM A. .0. DESIGN PRESSURE RATING (R.m.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACI <br />SCHEDULE FOR REGULAR STORM PANELU) INSTALLATIONS INTO CONCRETE & CONCKTIE B=K SMUCTURES <br />(VAUD ONLY FOR PMR(DiNSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5) <br />VM. AAD. <br />DMICIN <br />PRESSURE <br />RATING <br />(PA-0 <br />MA)MM <br />ANCHOft <br />SPACING <br />POPE PAR <br />E.D. <br />M SCHEDULE <br />BELOW III, <br />TD <br />&We" <br />"i�a <br />% ' <br />ow <br />I <br />WAX, A.SID, <br />DESIGN <br />PRESSURE <br />- <br />(.;'7,) <br />koxmw <br />ANCHORS <br />SPACING <br />I" <br />MR EA. <br />PER SON=" <br />OLD* IN <br />1" <br />m <br />(ft I <br />, ) <br />TAPOON <br />5OUD-SrT <br />ramiLl <br />O <br />I MUM <br />--- <br />TAINCON <br />SOUG-SET <br />I <br />PAMnMATE <br />FEMALE <br />0 <br />OMOJAATE <br />Pun <br />I XAMC_,,U, <br />CAUL_IN <br />10 <br />Comm= <br />w <br />" <br />�& <br />M <br />comok9m <br />or MEN <br />- ;; <br />mam <br />m <br />a BE <br />v <br />goo= <br />Its <br />am, <br />to <br />- <br />v <br />0 <br />W <br />coowmm <br />OF THEM <br />�.A% -65 <br />, TO <br />ft. -711 <br />11' <br />, <br />1V <br />13- <br />IF <br />IF <br />17- <br />13- <br />i m� <br />W-ir <br />- <br />LESS <br />>05, -76 <br />TO <br />.111k-tmo <br />11 <br />IF <br />!r <br />3:� <br />1� 'Ir <br />13' <br />6 I/r <br />IF <br />I <br />LIT <br />I <br />' r <br />4 1/7' <br />1 (TOP) <br />5*-** <br />OR <br />LESS <br />I <br />_j�!­ <br />!:.- <br />­1�1_ <br />IF <br />­!F __ <br />". <br />IV <br />I <br />__13:_. <br />IF <br />- <br />13;­ <br />7r----TF--- <br />ir-12n- <br />-- <br />_: <br />-ic - <br />-L - <br />-2:r--!21 <br />IF <br />!:-14:­ <br />r <br />,_!_ _ <br />_ <br />IF <br />Ir <br />IF <br />.L�� <br />'. <br />to' <br />_'.�T, <br />7 1/9' <br />IF <br />Ir <br />I (aurrom) <br />� -Lr- <br />IF <br />-, <br />W <br />- - <br />1V <br />-- - <br />IF <br />- <br />I <br />, r <br />IF <br />, Ti7 - <br />-- ­ <br />IF <br />--- - <br />13, <br />- <br />1?1 <br />13, <br />-Kr <br />to, <br />Lli!w-�� <br />2 CW) <br />IF <br />tLo i/r.' <br />ir- <br />1-91 - <br />III i/r.- <br />L_11/2 <br />- <br />7 112 - <br />A 1/2- <br />IF <br />- <br />4 1/2 - <br />2 MO) <br />-5FiW <br />-13. <br />- <br />60- <br />if- <br />...1Ts:-.1 <br />* Ts;- <br />� <br />- <br />I F- <br />1-73;-- <br />, 73;-- <br />- -;j-�- <br />I <br />IF <br />1'. <br />iV <br />-jr <br />-�r­ <br />'­fjr <br />I;- <br />IF <br />to- <br />2 (GMMM) <br />- <br />IF <br />- <br />7. <br />13, <br />IF <br />IF <br />9 1/2' <br />IF <br />­4�r- <br />--- <br />9 1/2' <br />i 1/2' <br />--- <br />10 1/3- <br />7 Ilr <br />IF <br />A - <br />37i <br />i <br />--i-7- <br />" i-7- <br />- <br />I <br />----- <br />- <br />-- <br />10, <br />- <br />- - - <br />3 60ii <br />-- <br />.- <br />IF <br />-,.-- <br />- <br />7. <br />r <br />'Vi 7e <br />.. <br />to 1/2' <br />-- <br />7- <br />Ile <br />IF <br />V - <br />­)� <br />­ � <br />3 (TOP) <br />- <br />. � f- -- <br />.!I <br />". <br />-,--,-- <br />�J� <br />13' _ <br />- <br />- _ <br />5 . <br />--- ----- � <br />­­ . <br />11, <br />­ <br />1'. <br />11. <br />j7 <br />---.. <br />L2 /�: <br />_L <br />V <br />-a-. <br />- <br />- <br />13 <br />­ <br />[.03- <br />- <br />T! 1/2� <br />_ <br />5 - <br />-- ­ <br />1 3 - <br />13 - <br />- <br />Is 1/4' <br />- <br />- . <br />. iF <br />IF <br />.. 11 <br />IF <br />- - <br />lk <br />­ <br />6 W <br />w <br />­ - <br />- " <br />� -1. <br />1�:­ I.. <br />13. <br />� . <br />�r <br />12 �7-2- <br /># <br />­­- <br />III <br />-­ � <br />I F.. <br />13 . 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I <br />IF <br />ir - <br />- i��_-� <br />., <br />5 t I 41' <br />-'L-- <br />to- <br />10' <br />_ ��­. <br />I 0. - <br />- I , <br />I 1,14' <br />I <br />­- ­ <br />3 (TOM ... <br />3 ) <br />" <br />"T <br />6 <br />I �an ­ <br />4 (Wn:-) <br />I <br />6,7 <br />'. <br />­­ <br />V <br />-- I . <br />- <br />IF <br />,3- <br />- I - <br />- <br />0 1/4, <br />-- <br />i� <br />- 4- <br />13' <br />----. <br />­ '/' <br />, , <br />��-: <br />-- - <br />I A I/** <br />� �Ii- <br />- <br />IF <br />� <br />--- <br />I . <br />I - <br />­ <br />V <br />6* O* <br />13. <br />7t ­ <br />3 - <br />-IF <br />' <br />i-'j <br />1�/41 <br />A s-/-2� <br />6�-I� �4- <br />-- <br />- <br />_ I _ <br />14 <br />i I/ 4W <br />� <br />F;[ <br />i -I jT-4; <br />';W- <br />5j <br />- --- <br />- <br />i -I;r4 � <br />IF <br />7 1/2 <br />IF <br />1 <br />3� <br />for <br />-, ­ <br />10 1/7' <br />­T­ <br />or <br />� ­ - <br />". <br />-10' <br />­ <br />10 1/2'11 <br />-- <br />lop <br />. <br />-!! ­ <br />1/1 <br />- --.-- <br />il* <br />--!:�-- <br />A. <br />T4'a <br />_ <br />_ <br />I �:... <br />i <br />s , . <br />is _ <br />,/, - <br />6 I I <br />_ <br />, <br />n- <br />I (w) <br />L(!!!TT�) <br />W-6, <br />To <br />O`O` <br />S, <br />ly� <br />0 1/2: <br />IF <br />I <br />I 1 <br />I <br />5 I <br />I r <br />I . q <br />, <br />�8`-lr <br />To <br />r -5. <br />1 <br />13- <br />7 1/2- <br />-- <br />IF <br />­ -!L-.-L <br />13' <br />13' <br />!r <br />r <br />- <br />o i/2, <br />__ <br />- <br />3� <br />__!_ __ <br />IF <br />IF <br />---- <br />11- <br />­11-* <br />13- <br />-73 <br />-- <br />9- <br />so' <br />7 1/2' <br />IF <br />a, <br />� - <br />11 (11017m) <br />IF <br />- ­ <br />;3; <br />-- . ; - <br />73 <br />- <br />to, <br />­ <br />r <br />- - <br />I <br />F <br />�__ <br />a 1/2- <br />­11.- <br />7* <br />- ---- <br />r <br />`i-17111' <br />­ ­ <br />­r <br />--- <br />­n_ <br />r <br />2 (TOP) <br />---- <br />2 (BOTTOM) <br />---- <br />3 (top) <br />i­ <br />" - <br />*' <br />4 Omorrw) <br />� -M) - <br />!-(W-"011�) <br />-', <br />4 -F <br />_­ <br />13' .. <br />'. <br />-7--- <br />___. _..___ <br />-r-­ <br />,F <br />­7i� - <br />-IF <br />o W/2* <br />-I 3� - <br />­­ <br />.-E-- <br />- <br />I/r <br />­�'- <br />Tf <br />i"Tif <br />i�T/-r <br />i/2- <br />5 I <br />5 11r <br />I r <br />�4�22CC12 <br />L 2(-1?01 ��.. <br />13 . <br />.1 - -jj-T,jj� <br />13; <br />17 1/2 . <br />- <br />ti;­ <br />--Ti7- <br />- IF - <br />­-V <br />1 <br />­Ir- <br />­ - ­ <br />31 <br />-!.." <br />-ft 1/4' <br />-2 <br />,III - <br />�L-­ <br />". <br />-- <br />- IF <br />F - <br />i,`s1r-,7-;0--1p2 <br />---- <br />D 112, <br />­­' <br />I, 1/4- <br />- <br />4- <br />---.--.- <br />- <br />- <br />D 1/2* <br />0 1: <br />­ <br />tF <br />­­ <br />. 12 1/2' <br />ii, <br />ft' <br />.­­-.­­--- <br />13* <br />--- <br />to 1/2,11 <br />-'-L'--- <br />11 4- <br />,. -Y.-- <br />4 ,/2- <br />­­-��­­­ <br />- <br />To I <br />i�TTr <br />- <br />112- <br />" -"-'-'--"-- <br />- <br />---- ­ <br />iv <br />. <br />. <br />­1 <br />S. <br />- <br />- ­ - <br />3 ,/2- <br />---- <br />IF <br />- ----- <br />IF <br />-­­� <br />6 lj4 <br />, - - , . <br />r <br />1. <br />­­- <br />-Lr- <br />. <br />-IF <br />,�i;� - <br />, ___ � <br />--Lr- <br />-i�T <br />­­ <br />1 <br />- ,�2: <br />.. <br />I r <br />_ _ _ <br />-13. <br />-iir <br />0 1/2* <br />_ <br />0 1/2* <br />!I 1T.!-_r <br />10 �/2' <br />" - - <br />-/-' <br />4 <br />­LK <br />a /!:.h---. <br />L <br />I/ <br />2- <br />7 11r <br />- -, <br />-- -__ <br />-1:.- <br />.- <br />� <br />3L <br />__!_ _ <br />IF <br />6 vii- <br />'IT.! <br />1- <br />­n­­ <br />IF <br />I �/2- <br />� - <br />V <br />a IT4 <br />- <br />1 -I!": <br />I - <br />1 O' <br />- <br />211 <br />- !o_ <br />J1 00P) <br />i-66�i <br />L�" <br />4 cw�� <br />------ <br />6 cr I) <br />' - <br />_ <br />i_ �,�_ <br />, <br />- _ ] <br />--!: <br />13�;-T`l/r <br />I <br />- <br />. <br />:3ij!!� <br />? 'Irl <br />T- <br />2 1/2' <br />- �:_ <br />'. <br />-W <br />IF+lr <br />�2-�/i� <br />--!�- <br />- <br />s]j-- <br />- <br />- - ­1-7 <br />r <br />-- 111. <br />- <br />- <br />--- <br />- <br />12 i/2- <br />-j - <br />,F <br />.4-1/2--, <br />- -- <br />2 4/r <br />i- <br />vif <br />------- <br />6 1/4- <br />- --- <br />,; <br />---i�-- <br />1/4- <br />-T` <br />-P <br />- <br />I i <br />- <br />- r <br />or <br />� -- <br />i I iv� <br />-- <br />__IV - <br />- <br />_j; <br />I <br />­ <br />--- <br />[-i1-1V­-t- <br />70-Vir- <br />S' -1. <br />14L- <br />-IF <br />�3�1 <br />'i <br />,3. <br />�­r--,�� <br />* <br />- <br />! <br />0 1/2' <br />­ <br />li; <br />IF <br />- <br />- i, <br />111 !!2'1 <br />-7 <br />10 1/2,17 <br />7 II2* <br />­ <br />III' <br />1 5 Yr <br />��, <br />IF I <br />L-�.-2t!T- <br />a, <br />_!t!:�T <br />o 1111CITOM) <br />) <br />-(,Tzl- <br />11 H. <br />-13 <br />-!-r -- <br />- <br />I , <br />--l-�tli'-,3,*,�;�,L,',��4-,��.1--�: <br />- <br />.�L <br />3L <br />.2- - <br />- . <br />!w.T.-FZ)f-,;A <br />j <br />- <br />I - <br />i - <br />y4--�, <br />0 1/4- <br />ii-,Ji <br />17, <br />7 <br />- <br />, <br />_ <br />Ut OW 11 MO WHOM "M A VIACOM FOR "%WA$n" 000 000 ON" OXBOW <br />0 OM" .,.Cmm oplom me Mp"m am Dow.m " ,M)"I'm am t-a W-M" 10 ED, <br />US THAP fMWAUCI 01 WIMIU MM MIC110% 5"490 Of "?ft"C 11PICINO "ft M <br />RCKW." or m M"M IXXW no THIS (VIACOM TO BE PCMRE WP= VACM <br />MPMAAG ARM 'AM INALL NV IN U:XL THIN WOMM TOPPENO OMM 110111 EACH ONO" -F <br />M r-PO NORMAL <br />1/4-. <br />1/4'. <br />/4.. <br />,/.,. <br />TI4% 1 <br />ANCHOR TIK <br />wom <br />"PUPi'le" <br />veauiom� <br />I n& a <br />*ft* <br />;,NE - -- <br />-VALOO <br />-v41. <br />- *U -0 <br />'�AMI VIACOM OIL) <br />- <br />I <br />I <br />I <br />I 'Ir <br />11/1 <br />. <br />no owwR 0114 <br />- <br />I <br />� <br />­;�W­.;-- <br />,, "r <br />i <br />I ---- ,�. ­1 <br />- <br />'m 044 5;�m eta k <br />- <br />"'r <br />I ACROIL ROSE ' I (ED.) <br />--�-- <br />FACM <br />I ,/F - <br />--- <br />- <br />-- . -- - <br />- <br />P, "I - � � <br />[ <br />im <br />r-0--T <br />� PN <br />1 <br />- - <br />-- - . - <br />I j <br />- -.­ <br />filml <br />V <br />Plis <br />7. <br />471 <br />. 1. <br />- <br />- <br />- - <br />"J <br />­ -1`OO <br />- I - <br />- ler <br />. <br />Ao <br />,Ao <br />I'm - <br />1,16i <br />SlPACO,= P #1 FOR MAX. A.&D. <br />=AM <br />I- DESIGN LOA0ONSLY&VANUD, MSLW CIS USED. I <br />zI, , P. . <br />� �.vo.0 CONCRETE Olt <br />, <br />, , <br />"" <br />If - -- A!"1111 <br />��` , <br />.1 <br />­ I I <br />�� I <br />� <br />� ,� � .:" .11 <br />. - , <br />, I ", <br />� I - <br />I "'. <br />. � I � 1111 .. <br />. - �'­ � <br />I <br />: <br />: <br />01 <br />if <br />I <br />I <br />: <br />I - - <br />�.-i-,,q <br />. ,V <br />a <br />/,� I <br />M FOR <br />UJMOI 0 <br />I <br />If <br />I <br />" <br />it <br />I <br />I <br />i <br />I <br />I <br />. Y <br />.1 I , Lt� <br />I i, I <br />TANI <br />&I A <br />A.S.D. DESION LOAD <br />mkv" PA11a <br />LENGTH <br />40 PSIF OR LEW <br />G.-S. <br />> 40 PSF TO 5D PSF <br />6'-2- <br />> 50 PSF TO 00 PSF <br />5­10- <br />A Ma. PANEL LENGTHS ARE ON VAUD FOR INSTALLATIONS <br />W1 SOLID SET ANCHORS Ill W1 A SPACER AT 12 1/2" O.C. <br />INSTALLATION DETAILS FOR LIFE SAFETY PANEL(j) <br />1/4.. 7A" , i/4's TAPCON 0. . g=W000.110 <br />"X" . IV ..e =AIN ANCHOR 0 91 C. <br />, , I CONCRETE BLOM �/, 4, CONCRETE MXK <br />�,, , REQUIRED. .11 PEOIJOW. <br />�,, , ., <br />- 1j, <br />., . 6 � 20 <br />� - - ;�, .1 I 1 /2, . ,2) 11, .� I',,. <br />� t 1/4' I I <br />11 <br />-- 1 1/4* <br />, �!� tAAX. � : ',. m-a- . - <br />" , I i I r ��: I <br />.. I � , 1� � , . �w <br />LOO �1*111]1; 7 0 �. ,; : <br />, <br />I �. v I <br />` - �, I <br />x ; <br />i <br />'. Am , <br />PAfATIOM - I <br />) CLAM. Lf .� <br />- .t - ": , <br />. 1� I I <br />, Is <br />I 1. M­ I <br />fitMia LENGTH I <br />(SEE ELEVATION v <br />OR SHEET 12) : <br />� . - <br />a , <br />, , <br />���.�,�,��t""""��,,�,,,',,�'! , L/2 <br />. . .1 � <br />,��',�;, <br />'/ <br />V <br /></1", <br />" <br />It - C <br />1) i <br />... �� <br />I <br />�,,' - <br />: ­�': <br />.1 <br />� �,,�5 <br />`��., <br />I <br />I 0 � <br />:,e,�� ", <br />I �,�.. J, � <br />I . <br />, <br />. e a vr . <br />- at <br />I <br />1 <br />3/4 . ',,/�'��, <br />. <br />" <br />I t - f <br />11 ,�,,,,: <br />, I <br />- <br />,/^ E"'(A) <br />� <br />iNcHoR 0 a, ox <br />: = <br />rr�OUIRED 'O'CRM OR <br />OLOCX REOUIREM <br />SIM110K 0-1 <br />Of RECULAR PANIELS <br />WALL M09HUM <br />SCALE 3/8- V <br />, I <br />10 <br />V., <br />TIL -ai-v : <br />is. <br />I'V MAX. <br />11" PANEL LEPI <br />(SEE ELEVATION <br />� I I ON SHEET 12) <br />i <br />� <br />, <br />U',­ <br />7 �1�1"' ; . 1. <br />011" I 10 <br />FMO ,",,�,', <br />�� <br />" 0 <br />. , <br />��'.­ <br />, <br />- , a a uvoc <br />I <br />; <br />L I I <br />qq ,-, <br />I ... <br />rrr <br />;` <br />.. 1 <br />-- - I <br />C4) <br />1-1/4'. <br />TAPCON <br />I <br />ANCHOR O, O' 0 C. <br />O CONCRETE OR <br />- i= <br />2 Al2WANIEL <br />WSE!'INURI <br />BLOCK AEOURED, <br />SIX MUM Is a Is MR OACHM <br />NOW TIME <br />I YO7O� - <br />IYPI At SPACW FOR OWAUAYWA INTO <br />Up" <br />."" now OWN (hi, <br />3 <br />IM PWAC BUKBPM <br />MM&W ANCHOR 9*40= AND MR"- <br />-- <br />*-- 4=011�);­C;� <br />POPUPPI I, <br />----- <br />I <br />- - <br />i� - <br />MWE 110TANCIt ARE POOIM =rM <br />SCHLOPUPILL FOR ED. Lm THIMP <br />ON SCHEDULE Nfrom Pacmix VIACOM <br />1, MUL-se".1 WAGAM ]PHUNN - <br />SCHEDVU Of V4 muopm FACTIM <br />MO INS OPOPIAMIN TO K POOSOLL <br />ARM =� M <br />NOW <br />_ <br />, ,,a- <br />em <br />RC)UCW SPACING CinAiKU USING <br />FACTOR SKIPLI POT K LEW! THAN <br />- -- - -,-- I ... - <br />I—— ­-2.'T ­ .- � <br />I <br />- "I <br />WMM WW,M WAWATO nk EMI <br />Akt" TYPE ON T"IS 90*�DW <br />r <br />­ I , <br />� <br />- .1 -11. <br />3 "'r <br />- <br />I <br />: k <br />: . q) <br />I <br />L 11`*1 �p <br />�­;t YA <br />. : <br />. 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PANEL LEPI <br />it I PANEL LENGro 11 <br />! I ., I (SEE UIVAION <br />0 (SEC LEVA ON SHEET 12) <br />ZirT Y1,2"), � <br />. i ,- I I <br />. - f - -T­ . � oil <br />I <br />0 <br />I I . r : $ <br />,- - : <br />��,,;, - . I � 11- � <br />-- - 11 I' W. I . <br />To GLASS, : 01 , cl) <br />if %--SEPARATION : : <br />I L/2 11 t 6 :. <br />C. I i I - 1� <br />(0 . L--� 0 <br />. <br />& . /� t 0 a vr m I 1, � I - I P,i * : a a vr Gr <br />!, film: T-1 :- -'' <br />II I I <br />k��-- - - L. � A E of 0 1 - �� � � � - - I <br />. I , --r � - <br />, <br />: <br />2-.4- wow'. I .. , I I 1, <br />-- � 2,A% WOOQ ... <br />. �� P , I � I I <br />PLATE I !" ! , , <br />��� <br />� 1 I <br />REQUIRED i � , REQUIRED i I : , <br />I !! " 1 � /4-0 PANELMATE PLUS 1/4-0 PN*LMATE PLUS <br />" - <br />. , <br />I I , - Ox 141 11 - O.0 <br />. I �� I ANCHOR 0 12 112 � ANCHOR 0 12 1/2 <br />I � 1 . I J� <br />; � <br />, ! i � � ; � <br />- .� ,-- - , �j � 11 <br />� . <br />. I <br />I , , <br />I I - - - .1 - III. -1 <br />� I <br />vim IL-2 I JAM"mm, <br />,..,....,.,I# ... <br />�` <br />ft"w .. .. <br />NOS ..�­!!��;,111 !1� <br />I <br />. . <br />. 7\ <br />, <br />No. 44157 " A FLORIDA BUILDING CODE (Non High Vsll�oclty Hwu ca" Zone) <br />*: * I �9= III ec <br />vp <br />. . 24 GkGE GALVAMW MM STORM PANEL <br />. 1. <br />siATE OF ---- --- - wmk ff� <br />I . iNSTALLA'nON ARE ONLY VALID FOR MO. A.SrD I .1: <br />. W/V/3m <br />DESIGN PRESSURE RATINGS (pA.f) AND PANEL W'. , "ZOR F�:�=- GLOBAL PROTECTION PRODUCTS, LLC. law- <br />/T1 LTECO... \ <br />- .9m 111m, is gnm ' <br />LENGTHS AS PER ELEVATION ON SHEET 11. 46*�i,. <br />2. FOR NEW WOOD FRAME CONSTRUCTION WOOD , DOW- 11- 33314 <br />, 20-175 <br />/, 7'-` IWC�i <br />MEMBERS TO BE SOUTHERN PINE No 2. W1 SPECIFIC HOPW ,W)NO-76W "a, (8""-47*1 <br />"'Nscit"400- i <br />DENSITY OF 0.55 OR EOUAL Pr. OuLlwaRasUPPEAm ok-Ows?,$ -.1 M fams! . O.OM - <br />, I <br />- A &11 ts 11 I I - ­ p`!9 !, ! 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