Laserfiche WebLink
__ <br />- <br />I- __ <br />___ <br />END CLOSURES DE:TAIU EOR <br />INSTALLATION IN <br />POURED CONCRETE, <br />I <br />I <br />CQNCRETE BLOCK QR WOOD <br />STRUreTURE5. VALID <br />FOR REGULA& LI <br />11 <br />MEEIY- & E-Z, dAbIG <br />STORM PAMEL (I SYSTEMS <br />- <br />I <br />�� - ­­1 I <br />- <br />, <br />".. ,�� I <br />- <br />"' , '4' <br />-1 ` ii_�-, - -1 - -- � <br />,,, <br />1 ,(q OR <br />. (�) ,3 <br />: , , pounm c <br />GoNc BLOCK OR <br />- <br />_ <br />1-1, IAII It I <br />.11, <br />"L <br />- -5. -1 (4) <br />, <br />-1 <br />. �., <br />:C1 <br />i <br />& 0 <br />i <br />2 <br />2'.4"WCOO FRAME <br />., REOVIRED <br />2 '12- � <br />2' . t, � .003' 4103 N -14 Go �R'11 <br />5063-15 AU-07 COW, � � <br />ANOLE WITH 1/-'. . 1 "3/1` ' _"__ , <br />TAP�OAI 0 12* (LC� r , , <br />-OU-0 004CRETE. CONCRETE <br />- <br />-1 " <br />I- - <br />MI,`_ _�`, <br />,, , ,- <br />, <br />BLOCK OR 2*�A' WOM FRAME <br />REQUORED <br />,� I �, <br />-7- <br />"N'bt <br />MCNIN.. ,� L-- - C:t <br />1/4�# . ". G" �', " <br />., <br />,2, " <br />ANCHOR 01 I DO. - 2 1 , - : <br />OR(� 0111 , <br />I =:) , <br />, %,� I <br />� f i­ " <br />___'11�7,;;­ <br />4111 <br />'I", I <br />a ­ - 1-1 :11 <br />REQUIRED �,�� " <br />. 1 <br />� <br />�,., <br />I �� 11, <br />�4 .1,v'1t`V`L.', <br />11 <br />- <br />1.71/1/17--- �,`, <br />� <br />", <br />" - ;i�_. - 1 314, <br />. -�, �—, -7, - , <br />�7 <br />\ - , <br />�711 <br />// <br />/ ,,;�,� , 0 n. 0 C� <br />- <br />�, _�LL�.�*,�,'��,_ '. ,- 11 _., i <br />I <br />7' . I' -056: <br />- 1. <br />AILTERRAlt LEG LOCATION <br />Tol, _ <br />_/ , �� <br />- <br />, I , ,_ I . I . <br />, <br />- -,; , <br />� <br />- <br />- \,- <br />, <br />. � VARIES <br />1 <br />51 �. 971 L <br />� � <br />ALLM. A461-0 <br />_' - <br />11, <br />1 <br />� _. �� �., I 4 <br />, <br />I 'T. I <br />2' K 4' X "' - <br />1<12; �'�,,', <br />I I <br />"T�7-1 - - - - - -- , .. <br />MN, 3105-41� <br />MET& A'U'l. awt <br />SHEE1 <br />PLATE - <br />POUAEO CORCREYE, CONCRETE <br />I , BLOCK OR 2'I4" WOOD THAW <br />I <br />. �p I <br />GIR251 <br />3,05_ R'. � It 2 1/2- <br />5�-Id X,O, :,,,-� <br />CONT. ALUM. AARLE <br />I , � 1-1. / - 2' - I �­ <br />,----\ �-j -� - <br />T / <br />/;1 "I ­ <br />/ <br />nOLFRED <br />I <br />21_f� <br />__ _ <br />.. <br />M.. GAP \-./ <br />1 <br />1/4' - SOLIT 4, . -, . A72, <br />. 12' 0 C. 3105-hl, OR 1063-ra, -01 <br />W/Ak"NuT C..L M_ ANGLI <br />CASE A (PLAN) <br />QA5E,Q_(PLAN) <br />SCALE 1/4-- 1 - <br />SCALE 1/4-.1- <br />SCALE )/4'-I' <br />SCALE 114--1 - <br />I <br />I <br />--- , - <br />�,, - -1 I <br />Soup -SET OR CNA-V <br />. <br />I <br />I S I <br />1 <br />- PANEL � . <br />OVERLAP eZ,OND � <br />- - I- tN) _: . , -POURED CONCRETE. CONCRETE <br />I <br />oP;E-____N,,-NG W.,.M-) <br />I <br />,-, <br />�, <br />'i � � <br />� __ <br />- I- <br />­� I IT <br />__ Ill <br />_40" VARIES <br />=1m10mw.%w , , _11 <br />VIA' WOOD FRAME , -5r. � 1 <br />REQ.RE, _.,� I - , <br />,� <br />!. T, <br />1-1 <br />_ ,,�'S , <br />, �04 0'(9 OR <br />CC & (m <br />11. 10MOR114, � J� TRIM AT <br />COIACRC; . so �v <br />Sots OF a <br />OR 2' 4' , KNING <br />FRAM, MQUIPED AS APPLICABLE <br />., <br />, <br />- PAN <br />OR Am <br />R <br />'MUN.E 90 .No .- I <br />� PAREIMATE PLUS SET \ <br />SCHEDULE ON SHEETS 9, � <br />'06 ") <br />. <br />­ , <br />� ", - , 11 I , <br />6��'. .1 __." r7, `� � , <br />"" <br />" 14� 1 <br />I <br />I li BLOCK OR I",.' WOOD FRAME <br />REWM <br />, <br />,� I <br />�A <br />1, I <br />_ <br />j/4' 1 <br />I � <br />11 ;, <br />, I <br />� " ;:�' <br />��-`­`­� -". <br />I <br />��� .,/ I <br />I <br />.�. <br />I, ___tL_j <br />--,I,, <br />,� " �11� I., �, <br />. r, , ,"', , �, <br />���,, I 'r, , I <br />I <br />9-­ <br />v <br />a ,(2) OR(k <br />\ , <br />tl <br />11 ,� 'ri ,,at, r, FRONT , <br />I <br />VARZES I <br />\ <br />1� - / <br />- , X;= � <br />" __." PARALLP, To <br />I <br />i, X - 8,0 DISTANCE <br />S, m- I I <br />"17 -1-T - -,t-* II-M., <br />- - <br />- 0 RAKQ <br />I <br />: <br />I <br />4 <br />,�� 11 I / I <br />�r \ I I <br />I <br />,—, \ ­1 __\ <br />:�- <br />/ <br />, __ <br />- - - __1 ---- j <br />,/,-n - lKA'A I I <br />/ ,_.;P <br />wiliA INHO <br />" A TM`% <br />kil, <br />�,ASE G (PLAN) <br />- <br />X , // _\ <br />\ I <br />- AIR . <br />_91— <br />�,-f,�IiY� ..%. ,,, <br />, <br />, <br />,��EN��. <br />SO ALE <br />1/4'- I' <br />_/ \,-/ <br />- . IF .t <br />� , 4/6t� <br />VALID FOR DIRECT MOUNT <br />INSTALLATION ONLY Al <br />4��_:V`..,. <br />.s ,. " - f i� <br />. <br />CfR7lF1F,D PANEL INSTALLATION <br />AT WALLS W1 <br />� '. S <br />- : No, 44167 " o <br />= <br />- <br />SURFACE LIEVEL VARIATIONS MTHIN 3/4� <br />= *. . <br />= ; * : * = <br />= � - <br />FLORIDA BUILDING CODE (Won High Velocity Hu come zo� <br />!2 <br />N) <br />CASE E (P <br />. <br />a ,� F : <br />: <br />-. . i <br />� TXTEM QC. <br />f.p. <br />24 GAGE GALVANIZED STEEL SMM PANEL OAMIRK W, <br />- <br />SCALE 114 -i <br />SCALE i/4*.I' <br />- <br />, to . ", , , , <br />� <br />� <br />, I � . � <br />. � _ . , , - " <br />11 ,_ I , <br />I - -"-- <br />""N­ <br />I <br />\ wivm <br />� GLOBAL PROTECTION PRODUCTS, LLC. .; <br />/ 11LIECO....' MIDD Sw. 51,�MIlT <br />�-Z/-I..­ry <br />— <br />- -� <br />OAYr. " <br />1, <br />� I 1 <br />_­ <br />J­M­:oAsiv�- <br />&`)SINT-Is S. I'm (9aA)M­IFNT7 20-175 <br />DRIAImAc. <br />FI SAI�/9GN-VR/MTZ . <br />. <br />CA-0,4611. <br />-im km j". A.IL <br />240m. " 4Atg, <br />I <br />­1 — I ;F, --I — I - <br />I <br />__ <br />MAXWK-A.5 RESSURE RA IN9 (im.f.) A � R SPACING <br />se I NTO WOOD ST UCTURES <br />(VAUD ONLY FOR PANEL (DINSTALiAllONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7) <br />MAX- A.S.D. <br />__ - <br />MAXIMUM ANCHORS SPACING FOR E.O. = AS SHOWN ON SHEETS 6 JA 7 <br />I <br />APPLIC <br />MAMMUM <br />DESIGN <br />T�MILE <br />AL1`FRNATrVE1 <br />PANEL <br />TAPCON <br />LAG So" <br />PANELMATE <br />FEMALE ID <br />PANEIMATE <br />PLUS <br />WOOD BUSHING <br />PRESSURE <br />RATING <br />I & ANY <br />COMBINATION <br />I LZNG74 <br />IL, <br />A 1-1 <br />Or THEM <br />fit,) <br />_Ll <br />11 I:: <br />i r <br />". <br />I y <br />". <br />1W (TOP) <br />-.- ____ <br />L3_�__. <br />- <br />.__ - <br />- . , r <br />— <br />13 - <br />1w (WITOW) <br />- - - <br />�/2____.!_j/2* <br />__L3�_____LY__ <br />/j: <br />- ___ <br />1 �2 <br />j_ <br />1/2' <br />2W (TOP) <br />___� <br />- <br />­ __ <br />- <br />_jL ___ <br />6 1/4' <br />___!._ <br />- <br />, /?!! <br />_! <br />I/*- <br />2W (901IT-) <br />51-tr <br />­___ <br />8;----, <br />-,---W----,- <br />__­,___fF_,­_ <br />I I ­11 ____ <br />13. <br />­­ <br />---a - -- <br />- <br />TW-Fii,j­-- <br />OR <br />LESS <br />_______1 <br />_ __ <br />marrcw) <br />ii— <br />- ---- 11�_.___ <br />__­­iF___­­_­_ <br />e;­­ <br />- _____ <br />��___"__ <br />___ _1.______­_­_,___BL <br />F ,I. <br />13, <br />------ <br />__ ____ <br />13, <br />___ <br />4W (TOP) <br />.45� -45 <br />13' <br />__ F­ __ <br />1 1 <br />- '-w- - <br />___i4* <br />'r ___ - <br />__ - __ __ <br />13, <br />__ <br />4W MOTTOM) <br />OR <br />LOS <br />13, <br />is�___ <br />1/2. <br />lw Live) <br />_(wCT&j <br />­1_ <br />- <br />- Is;--- <br />- ------ <br />13" <br />___ls�_ <br />I 37 <br />___E____ <br />137 <br />----! <br />;F-,- <br />�w_ <br />- 7 <br />---i lj2 <br />S 1/2� <br />__ <br />67T/2- __ <br />_-V <br />1/2----- <br />--a 1/2'- <br />WFCI�) <br />------' <br />- <br />_____ <br />- <br />f I/,- <br />12 1/2' <br />IS I �':__ <br />!t (w7:'I_ <br />>*T-0- <br />---:; .... i� <br />F­ <br />- <br />____j_17` <br />- ___�::�!2wj <br />- --] <br />- <br />'� (TED") <br />1 <br />Is <br />14'-4- <br />- _,� _1721 -, <br />�_ ___ <br />, . <br />- ,f <br />1�� <br />_ <br />1. <br />_ _.__, <br />, <br />, <br />_.___ <br />- <br />— <br />It Tactrum) <br />- __ TE_v�_, <br />___ <br />_ <br />-, q 7/2- <br />____ <br />-,,-.-- <br />__ <br />12* <br />______ <br />` <br />__ <br />!w (T20pt) <br />!*--.!I-- <br />. <br />, —,3- <br />__ <br />I__­`1r-_ <br />—,r ---- <br />- --;=,-L--,, <br />/5;- <br />L4W WDM) <br />I <br />ISEE TABLE #1 FOR MAX, A,S.D. DESIGN LOADS & MAX PANEL LENGTHS WI -EN SPACER �A IS I <br />I LISED, CORRESPONDING ONLY TO ALTERWE 2W` ON SHEET 6 ____�:_j <br />MO. ASO. <br />� <br />WYAMUM ANCHORS SPACING FOR E,D� - AS SHOWN ON SHEETS 6 & 7 <br />- <br />APPL� <br />mumum <br />DESIGN <br />PRESSURE <br />RATING <br />ALTERNIATWEE! <br />,uR.',,,N <br />­_ <br />LENGTH <br />y <br />TAPOON <br />LAG SCREW <br />PANELWATE <br />I <br />PANELMATF <br />wow BUSHING <br />(;,.,f.� <br />FEMALE ID <br />PLUS <br />OF THEM <br />(ft,) <br />— <br />13 . <br />Ir <br />13* <br />Is" <br />13. <br />Ili pop) <br />Is- ----��,---;-3;----Ts,:-------8�---TW(W—Trokt) <br />1/2, <br />E77�zl - <br />—61/2--- <br />--i-Y2�__ <br />_.!1/z,__ <br />--i <br />6 l74�__'___i_2i_/j�'__�_T/_T_ <br />9017,-�_ <br />W-D" <br />­­117�T_ I --- I <br />----i _____V <br />-i-i <br />---I-i- <br />'i,F__.____­j;----­-_-- <br />___ _______ <br />- __ - - <br />­­­1­­1­­--­­­ <br />_ __o: - __ <br />,______,____ <br />I---'-- <br />7!±�J_ <br />LESS <br />ij� <br />2 <br />2 <br />" <br />" <br />- <br />3W 01191,0111 <br />--- - T - - <br />�_- <br />__ <br />­13 . -- --- <br />____ <br />-- - 13, <br />- - <br />4w (w) <br />- � <br />-- -Io­ ­- <br />>+45, -46 <br />____i5�_____. <br />is- <br />13, <br />- --t <br />13' <br />--- - 1� ­_ <br />- - ___ __­ <br />13, <br />____ <br />4W (BOTTOM) <br />To <br />+75, _75 <br />-.--14:-- <br />___ 14" <br />13, <br />____�_37__ <br />13, <br />__ -li­­ - <br />I <br />IV <br />__i_44C_ <br />1W - __ <br />__ 02�) <br />,3. <br />T�­,_ <br />LW (BOTTOM) <br />- __ <br />---i-1727 <br />__ -i-F <br />IF- <br />­o1/2-__ <br />- _­ <br />__6 15;� <br />6 1/2- <br />(TOP) <br />- <br />- <br />- -i-I j�7__ <br />__ --i-21/2- <br />- ____ <br />(ROTT") <br />>5,-D, <br />To <br />______ <br />1/2 . <br />___­ <br />" <br />_­_____________S2_/___ <br />__ <br />- <br />-,- . ..... <br />3W VOP) - <br />___ <br />7�-S- <br />..,--! <br />__­��._ <br />- - - <br />S /2' � <br />___.11_1� ___�_1'2� <br />a. <br />__ <br />- <br />3W (BOTTOM) <br />_____�j _ <br />T:--- <br />__S_1__ <br />12* <br />J <br />___!:___ <br />- ___ <br />;3* <br />---,---- <br />is' <br />_____ ____ <br />, W. <br />__ ­____ <br />4W (TOP) <br />— <br />___L3L__ <br />13* <br />,3. <br />- 1 <br />.�._ <br />-13 <br />____ ;L�-- <br />-4w_w-__0k_qj <br />— <br />i. SEE TABLE 01 FOR MAX. A.S.D. DEr4GN LOADS & MAX, PANEL LENG1MS WT­1EN SPACER g <br />USED, CORRESPONDING ONLY TO ALWERNATE 2W' ON SHEET 6 <br />lei& <br />A <br />A.S.D. DES" LOAJO <br />MAXIMUM PANIM <br />LENGTH <br />40 PSF OR LESS <br />,._a. <br />- <br />> 40 PSF TO 50 PSF <br />1'-2- <br />1 > 50 PSF TO 60 PSF <br />5,-10, 1 <br />A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS <br />W/ PANEL MATE FEMALE to OR PANEL MATE PLUS <br />ANCHORS & W1 @� �r <br />O�QTMtf,!14� 1/2' 0,C, <br />(VAUD ONLY FOR PANELCI INSTALLATIONS AS PER SECTIONS I THRIJ 6, ON SHEM 4 & 5) <br />wx ALS'a� <br />P DES" <br />RESSIME <br />RATING <br />(P-1.) <br />MAXIMUM <br />ANCHORS <br />SPACING MR <br />MIN E.O. PER SCHEDULE <br />BELOW w <br />- <br />APPUZABLE <br />TO SECTIONS <br />Ill <br />& Af# <br />. N <br />Col"ItNARD <br />OF TIEN <br />v"WUM <br />PANEL <br />LENCTIR <br />.L. <br />(ft.) <br />MAX. AS,01 <br />DESIGN <br />PRESSURE <br />RATING <br />cpxc) <br />I <br />MAXIMUM <br />ANCHORS <br />SPACING <br />FOR <br />MIN E.O PEIR SCHEDULE <br />BELOW * <br />— <br />- <br />10 SEO�"`s <br />f <br />& ANY <br />PANEL <br />LENGTH <br />""Mum I <br />.1 <br />00 <br />TAPCON <br />SOUD-Su <br />PANELMASE <br />FEMALE 0 <br />PANELMAIIE <br />PWI <br />ZAWC-MUN <br />. <br />IIALK-IN <br />--- <br />TAPCON <br />_­____ <br />SOLID <br />I---- <br />-VT <br />PANEUMATIE <br />FEMALE <br />to <br />I PANDJAKTE <br />PLUS <br />zM1AC_NNUN <br />CALK -IN <br />w <br />. <br />To <br />W4 <br />IBLUE <br />To <br />= <br />V <br />DDNCRETE <br />__ <br />To IQ <br />O"'Cam —A <br />"', <br />To 10 <br />= CONCRETE <br />to <br />W&M JC%W <br />I <br />"� <br />, <br />10 <br />CONCISTE <br />'a <br />To <br />. <br />To <br />— <br />a- <br />—, otir <br />To <br />.,,&. 1C­__10 <br />- '7 <br />_F73 - <br />;;K;F_.� <br />C(Awt�alm <br />OF THEN <br />__ <br />t4S. _45 <br />OR <br />LESS <br />- <br />_TYT_T3 <br />____ <br />. <br />13' 1� <br />_A2z_ <br />11 Is. <br />13, . <br />13" <br />I (TOP) <br />--- <br />e-v <br />-- <br />45 <br />, - -S <br />III <br />.65, -as <br />1 1 <br />I �,. <br />1 13, <br />13' <br />13' <br />13* <br />13, <br />—,----- <br />I r 13' <br />Ir <br />13' 11 1/2* <br />I _ <br />_ ��_ <br />V-6- <br />OR <br />LESS <br />I <br />is- - <br />--l-LELIE, <br />is,- <br />is' <br />_jI- <br />3 _,_L <br />ir- <br />". <br />__i3.i_ <br />3: _L_ <br />12V <br />13, <br />--L3L- <br />1- <br />- <br />_�r___ii��_ <br />13, <br />__ - <br />w Is- <br />_T",_ --- Ti�_ <br />­T3_ I <br />is- is- <br />- <br />- �� ". <br />­T3_ 7�7,__�T­ <br />___r_ <br />Ir <br />�,31 � <br />Is- is- <br />13. 13, <br />—Ir - <br />- - <br />13, <br />Is* <br />,--- - <br />� <br />1 IE07,04) <br />- <br />1 - <br />, - <br />- ". <br />, <br />�' - <br />I� <br />�-ITLE <br />_9'_ <br />13-__PIT� <br />Is- <br />IT I - <br />13, <br />Is- <br />I . <br />il� . <br />Is- <br />11. <br />Ir ir <br />- - ____ <br />1 r , Is- <br />13, 1 13' <br />". . is' <br />- <br />1 73� <br />-I 31 III <br />Is- 13" <br />is* 11 1/2* <br />. - — <br />13 it I /v <br />is, I 1 1/2' <br />- - ­ <br />1 (SurrOM) <br />- — <br />i 6D,F) <br />2 (BOTTOM) <br />L <br />- <br />. <br />___ <br />- <br />__ <br />12 <br />- <br />12 <br />_:1�2 <br />�Il- <br />- 7- --":- <br />7____ <br />___ <br />1�_ �/2' <br />a <br />i_i/.- <br />& i/4- <br />5 I/2-f12 1/2' <br />- __ <br />- <br />_� -1/0 & Ile <br />3 (SOTOM) <br />. - <br />4 <br />-,-"-- <br />a- <br />___­1_i:_­ <br />13, <br />- --- <br />_14�_ i <br />__ 13" <br />­_ <br />- <br />w <br />I I <br />­ - <br />3� <br />_L _ <br />1_:!�. <br />- <br />I <br />01/2- <br />. 1 <br />a- <br />__ � �.__T <br />13 <br />I- __T_ <br />IY <br />- <br />- iY <br />a 1/4'1 <br />- <br />- <br />0. <br />1 - <br />­___ <br />1 ly I <br />I <br />3 <br />1_12_ <br />,- 6 - 1/4' <br />, - <br />­ __ <br />B. fr <br />-_ __ <br />8* - <br />--,--,--- <br />13, . <br />-1 <br />__ __ ___L__ <br />Is- lY <br />_�_ � <br />_ _ I - <br />- Is'-- _2�_ � <br />, I <br />6 1/4', 6 1J4' <br />- <br />_ <br />6* 1 r <br />------,- <br />a' 1 - <br />- --, <br />3- , Ir <br />.1 _1 <br />- � - ---' <br />Is . I r <br />___ I <br />Ir-7-Tim- <br />- ,___ <br />, <br />1 <br />v I <br />, "' <br />- _­ ---- <br />w - <br />, _Vi; -, <br />--- . <br />__ . �[_,., <br />. j 7 1/2- <br />R " <br />___ ­ <br />- - Ii� <br />7A_� fl <br />14: - <br />13L� - <br />__ <br />_�) <br />t _RIO <br />4 toorTowl <br />11 .1 <br />5 -(TbF)— <br />- <br />iTi6iiofi) <br />'i um) <br />__ -.1 <br />& (GOITT'.) <br />_a:_ <br />— <br />-5-Ilr <br />_. a <br />-1/v <br />a, <br />a - <br />a 1/2* <br />-- <br />I <br />_"111_5 <br />- — <br />6 <br />__2:_ __ <br />--- <br />a 5 <br />__ ___ <br />T (TOP, <br />.- <br />" <br />- <br />-1 r <br />­13; - <br />- <br />_-Tiz-, <br />_� ____k____i_i;_ <br />i3;_,_i-,z-- <br />-- ---- <br />ly <br />Is- <br />------- <br />,z* <br />is' <br />--- . - :I---- <br />ly 'y <br />- _ <br />13* <br />1_ <br />a. - <br />­__­ 1­ I <br />13' 13, <br />__ --- <br />13* 'r <br />--- -,-- - <br />, is- 1 I IV <br />,----f ------ ­ <br />, _ <br />_ _ <br />a. - <br />­­­- - _­ - <br />Ir 11 112., <br />___ ____ <br />13' 11 1/2' <br />-,-- ____ <br />- <br />Is- !I I 1/2' <br />4 (BOTTOM) <br />, i I'- <br />­_ <br />5 (TOP) <br />("" <br />'l- <br />, _ <br />- <br />i <br />5 (BOTTOM) <br />_� <br />". <br />-1y - <br />- ___ <br />- <br />'_ - <br />___2L,l I_ <br />--- 4- J, <br />I Is" <br />­12!_­_____ <br />- <br />6 1/4'1 6 1/4' <br />a <br />___�k__ <br />---I- <br />,3. <br />--I--- <br />- <br />_ii;_ <br />- <br />1--i=_ <br />3 <br />sTl;� <br />__i___ <br />s. <br />-6-vv <br />- - <br />�I; 1 <br />____ - <br />a ,/,- <br />--- <br />'a. <br />_____ <br />t a Ile <br />_.L3�_ <br />I. 13 . <br />-I - <br />- _ <br />M) <br />--- <br />5 <br />5 ITOF) <br />6 LBOTT�) <br />id�1'Runt.: <br />6 1 <br />6 <br />6 4'16 1/4* <br />is, <br />ITI <br />13, <br />is, <br />I r <br />a 1/2. <br />Is- S 1/2' <br />- <br />9 1/7-�S 1/2' <br />JZ- .5 1/2' <br />1 MP) <br />>v-a- <br />To <br />B, -a. <br />I <br />_!_]�__ <br />13* <br />— <br />1. <br />— <br />7- <br />jlt� <br />- -�- <br />J. <br />_ <br />7 0 I)y, <br />is' <br />— <br />, r r <br />___._ _L__ <br />_ts� I 1/1 <br />_4_t_ <br />__L-,* I 11 <br />_ <br />_ <br />1Y. I 9 1/� _ <br />I�Lfi� 6� 1/2 <br />- <br />III IJ2 ,L!/l <br />_ <br />4 ;`� <br />_ _�L <br />3 V <br />_2__�_ _ - <br />_2?t___ <br />i I <br />I (SOTTOU) <br />- __ <br />'i <br />>5,_ff` <br />To <br />14'-41 <br />- ___�___ <br />13 <br />'a. <br />­ <br />� lly <br />a- <br />. . �­� <br />-- ­­ <br />Is- <br />__ - <br />jj� <br />-_ - <br />13' <br />13' <br />____ <br />Ir <br />Is- <br />To- <br />8 1/2- <br />-_ -- - <br />ir IF <br />Is- 8 1/2- <br />�-1 t; I —a- <br />-:; __ <br />1 2 I , <br />'i 1/2 <br />—15- T wl <br />- <br />13' 5 1/2* <br />1 ( ) <br />�_TT)_ <br />13, <br />- S:,_ <br />I I-!-:- <br />Is, <br />­ <br />- 7' <br />5� <br />-7r- <br />__ <br />r <br />­ __ <br />- <br />- 3' <br />13' <br />13 - <br />____ - <br />I r <br />- ... <br />,2 ,/7.. <br />__ <br />. <br />10 l/2'__,L3j_L_r <br />— <br />Ir <br />- <br />is- <br />'2 I <br />5 112 <br />_ <br />13� 1 9 t/2 <br />u. ___ <br />1 9 t/2 <br />,/",a ,/.- <br />7' 1.1 1/2* <br />13' 1 7" <br />13, . 9 ill <br />__ i - <br />13' 1 S 1/2 <br />Ile <br />LE�zn!__ <br />S' 1 4- <br />7 1/2 5 1/2 <br />— _ <br />IO 1/1 7 i/2 <br />__ <br />2 7 i/2 <br />10 112 <br />-__-­­_ <br />� - <br />____ <br />A 1/2', 3' <br />13- ,� 1/2' <br />___ <br />!37 6 1/2' <br />- Is- 6 1/2- <br />6 I/.- -6 -1/-4-- <br />--,---.-. <br />11 1/2' 3" <br />�DP) <br />2 (BOTTOM) <br />3 (TOP) <br />Y iaibm-� <br />_v __ <br />i Wi <br />______ <br />Is- <br />7 11r <br />- <br />Is- <br />_v3� <br />- <br />13, <br />_� <br />--- <br />13" <br />-_ <br />— <br />'a. __ <br />--70-; <br />— — <br />ir 10' <br />__�_ ___ <br />­_ <br />11' L-e:_ <br />,-- <br />---. <br />_-2-'_ 6 'Ir <br />2 (BOTTOM) <br />43. <br />� --- <br />- <br />- <br />_iF <br />7 2_� <br />- -;7-+`_-----­-----_------ <br />7 l7r <br />- <br />­ - i_ <br />- <br />; <br />�2� _/v <br />___ <br />W <br />r <br />3� <br />�i `tii� <br />- <br />6- <br />_. <br />'3� <br />TTW <br />,-----. <br />7- <br />a. <br />_61-/4'_12 <br />___ <br />.- <br />r _i0L_ <br />—1/2-12 1/2- <br />­ - _-�.- <br />;� <br />5 <br />a. - <br />_11_�_4_�_._ <br />- � - <br />-�­V .;W <br />/ 2 <br />, <br />. '/� � - <br />6 1 , <br />-.21s1-, - <br />5 - ! <br />wl­g' _!_,!!� <br />1/2' 3' <br />I 1/2' - __ <br />i_(_12!1�_ <br />� _(-Oa-_L) <br />4 CrOP) <br />4 (BOTTOM) <br />_6:_ <br />. <br />-23 <br />Is" <br />- <br />_::I:_ <br />I - <br />- - __ <br />. <br />7 <br />7. <br />; - � <br />� <br />' <br />-�­-r <br />13 � <br />is, <br />­ _T�__ <br />lk <br />Tile ­TS <br />- <br />I :�- <br />13' <br />1 13, <br />0 liiL <br />Ili; <br />__ T-,--- <br />­!� -- <br />is- 19 1/2' <br />- <br />__�3' — <br />__ !_I 2� <br />,�.j � <br />I � T <br />- <br />__�� _1 - <br />- - - <br />­ '/�� <br />- - <br />" ,I' 0 1 /1' <br />_ <br />Is, 7' <br />I <br />- � - <br />5 I _1r 1 - <br />!- I -­Z�ZK <br />__�� <br />! 1VLj2Q_.1_!/�!i <br />. <br />� - ---I.-- <br />7 IJI2 IS 1/2-1--i <br />- -T- <br />-_ ____ <br />7 1/2� - <br />____ <br />"' , <br />- - ` <br />, - , <br />.1- -!_�z <br />, 2� <br />�__ 1 ,ft-21 ; <br />—_ <br />A (BOTTOM) <br />- <br />1 <br />S <br />1 <br />- <br />-.,Zr <br />13, <br />- ­rl <br />IS" <br />- <br />1 <br />--------- <br />, ; I ` <br />- <br />9 <br />1 Ar-��-,� <br />6 1/4- <br />" <br />W­ <br />,-­m,U-:-.-z4- <br />a _1/� <br />---' <br />, " <br />- - <br />:--1�','�� <br />, <br />-------V` <br />. I lo, <br />L_ T-,o---r; <br />�, . - <br />El- <br />I I - <br />I <br />__ - ___ __ <br />� <br />'" I if <br />- I <br />---t- <br />71 I: __I! .;f <br />_ <br />13, <br />--It ,/Z* <br />- 1'. , <br />i 13, 16 I <br />-w-4,. - <br />, I :/,:I <br />___ <br />i (T-) <br />_ <br />5 (BOTTOM) <br />___ <br />.L21-J) <br />- <br />IlEE SKEET 11 FDA AN04DRS IYPT & SPACING FOR ASDAUAIII)AIS WtO WOOD FRAME SUILD"m <br />9 U0041W ANCHOR SPACNCS AND MIMMUM EDU DISTANCE ARE WIDGiTED ON THIS SClIENULL FOR ED <br />US$ INAN INDICATED ON SCIIEDULE ftChrt ANGNOR SlIkIDNIC BY "TINYWO SPACING SIK" Oh <br />SCHEDULE M INE FOLLOWING FACT)k� MR THIS OPERATIOA TO BE POSSIBLE REMO SPACM <br />MAP" ISM FACTOR SHALL NOT EK LESS IRAN WWUW SPACING WOKIATED FOR EACH AAcKDR TYPE <br />ON THIS w"FIXAL <br />- <br />- <br />!��m <br />1_d��t__ <br />0*4 <br />- <br />Il4L# <br />ANCHOR TYPE <br />- <br />upco" <br />- <br />%mx1w <br />04aMiNf, <br />NBIA" 0 <br />- - <br />- <br />- -,--- <br />zAKR`NNU`A <br />-, - <br />BAIA- <br />- <br />WNIMUM ANCHOR SPACING (III) <br />- <br />, <br />,s <br />3 <br />I I 'Ir <br />2 '12 I <br />mmmmmav famaREE w <br />__ <br />3 <br />- <br />1. <br />- <br />i �Ia- <br />=,q <br />'a,r"m OU14 i�� ,III <br />3 <br />- A <br />- <br />-��,,- <br />- <br />ACTIML EDW WN" (U.) <br />FACTOR <br />- <br />I 112- <br />6� - <br />- - <br />- <br />- <br />- ___ - <br />- <br />- <br />- ___ __ - ,--.. <br />z 'Ir ---- -1 <br />-_ __ - <br />- -!.!I- -1 <br />, <br />- <br />T_ <br />__o� - <br />0- <br />I-- <br />___ - - <br />I ­_­1 <br />- <br />- <br />,__.� <br />- <br />l.oi <br />I <br />- SPACINGS ONLY VAUD WHEN - SPACER&S USED. -SEE #1 FOR MAX. A.S,D. <br />I DESIGN LOADS & MAX, PANEL LENGTHS WHEN SPACER IV's USED. I <br />TANI <br />41 A <br />A.&M DESIGN LOAD <br />MAYJMUM PANEL <br />LOOM <br />40 PSF OR LESS <br />6,-8" <br />> 40 PSF TO 50 PSF <br />6,-r <br />> 50 PSF TO 60 PSF <br />I - <br />1 <br />S'_10" <br />I <br />A KM� PANEL LENGTHS ARE ON�Y, VAUD FOR INSTALLATIONS <br />W/ SOLID SET ANCHORS & W/ Q.9 SPACER AT 12 1/2' TsC. <br />FLORIDA BUILDING CODE (Man ll <br />.-- ___ ---I <br />I <br />- ____ ___1 - � --- __ - ­ ANCHORS (SEE SECTIONS & ALTERNATIVES ON SNECTS 13, 14. 15 &Is)-- -- -- - - -- - ---- -- - - - <br />I MAX' � <br />� I R-IA/13. R-7.A/13, R-3A/14, R-IB/13. R-211/13, R-3B/14. Y MAX. . <br />I 1: .. I' MIN_ <br />­ ___1 +R-IAW/jS. R-2AW/iS, R-3AN/16, R-20W/15, R-3111W/16. _--� <br />D.M..(�), <br />. _ .__,,._R-IBW/15. __�_ <br />1 -1 7_77 T- ­ <br />4) or (�5 - , ___ - _____1 � I — --I---.,,- ­__­ - -1- 11-11 11-1- I "I I ­­­­ ­-1-1- I 1_1­.___. ________­­­_ _�7777= <br />I <br />t , <br />� 0 : 0 0 0 0 0 . 0 I- - ______ - <br />I , --I __ - I _­ -1 , ---I- --- __ I <br />I I --------- I ------------- - ---- - -------------- -- -- I'----,------ I <br />r � <br />I I 1 l ; t ­ -T T - ; j - I I � I i I � <br />I I,------------ � ] ,7 1 i i i <br />i , � <br />, <br />I i t i I I d � <br />I l � . I I <br />I . I <br />I � ; i � I i i I , I <br />I , <br />i ! 1; I 2 I I <br />� <br />i ; I i I I T - I � I . I :1 <br />3 $ i <br />I ! . S i , I I I I � 1, I <br />: I : � � , 1 1 1 , i ! 1 � r ; 4! <br />� � � ; ; � I � � � , I � ! L/2 <br />1, <br />� -4- I <br />, I <br />T__1L­_ - ! 1� ; � I i -2ox 1"' S.S1 Botil � I I j � <br />� , , ! I , � � v <br />: � <br />I I I I , , 11p , , i I j I W� <br />I USE FOR PANEL LEN T, -, ! I ! I � <br />� - <br />� <br />I � �,�110 OVER ,,-a-) . I i i i PANEL LENGTH <br />i <br />(D � 1 \ (11) : I <br />I <br />I REGIJLAA STORM PANEL y I � I 1� � W-W 0 �40,0, --OD p­f. <br />, <br />I I I . � � . i \ __ , REGULAR STORM PANEL I : (W/ MOW MID PANEL LENGTH BOLT) <br />, <br />I I i I � I �041;4 'I - - - � ------- 1 � ,f _b�, ------------ � - - " - - - fl- , -----.-,--,, -- 1 <br />1 i � I I <br />------- 4____ <br />I � : I LJF1 WEYY 31 RN PANFA 1 ' � . : 7'--S* 0 .50.0, ­54.0 P.,f, <br />� � I , � I � I I . - ", .1 . I ; -1-1 . . - : :1 � --- , : (MID OVERLAP MID PANEL 1.0417TH SOLT) <br />� I - . . - I I <br />I ,� �'_ <br />I - I � I __ I � - - . � , . . � <br />I I I I i _tA - USE 2'-B' MIN. PANEL LENGTH <br />� L � � 1 1/4-0-20.1- --- � <br />11 <br />- I � I . i � �; ---I-- I - ­ - ----- -- - . I 1:0> AT ALL ANDUNTINGS <br />, -cM­,j 7 i <br />� � � <br />I -I--- <br />: S.S, a WA <br />p � <br />�, t I I . <br />, §� � , AT EA,OLTE <br />I I : ; I � I O"NLAT L ' �-" � - ; � I <br />� I <br />I I � , N I I <br />I 1� _:__ - , -, - ___� -­­­ ____­__11_ � ------- ,�,_, I - I � I �-, - - - 1�_ -1-1-1-1- -, , - _____ - " � ­- � 11� � ] J. <br />I <br />__ . 1 , , ­_­ - ­ I I - I <br />I I __ - - � __ - __ I - - - I— - -1 _­­ - , ---- , - - - - --- ____ -,, - -� 1 L/2 <br />,-: I I � , <br />. � . I I t I I <br />, , _6,� � . --- �__ - __ , -- -1 - ­� i t <br />- � I I � I � - i I I <br />11 :� I I 11 I <br />[1­1­1 . ­­ ­_­ - - z_­: __ I ­111 - __­_ � ­1 ­11-1-1 I- ,;­ -1 ,_ I -1 ­ - -1 --l- -­­ I—, ­111 j - ­­ ! ! ­­ , I ------ - <br />I <br />- <br />F 7, ____ , ­ l ­ ­ I 1-1­1111 I ,,I - ___ . _.. -I,--- --..-,-. __ - - ­ - -.-- - ­­ , I- I 11 - I <br />. --- , - _-_-_-_, "_ - <br />i4� ----------- - _'____�. -1 ------- 1­­ ­'. ,-- I i�_ ­ (2)_ NO � I - C , HES - AT - STU � 0 __ I --- � ___ __: � - ­ --- 4-1 ------- ­ ­ __ - 4 <br />I -- - - --- -- - I i ,0ChTION 0 LIFIE $AFEMTY -- � - - I --- . __ - I �'! .. <br />I I - __ I I <br />. - I 91H <br />4 ,-) t W1,11 I - - � 1 4w 1 11 <br />PANU BOTTOM CORNERS I I � 0 1 , , <br />I 1 1 <br />1_ i 01 4W)----- I- �_ I E" � I <br />D�W(�)' I I i. <br />_,�J___ _ - - - I- ­1 - I - 11 <br />.1 - <br />I F i <br />�STAQ_ �DVDRLAP_ <br />I I;= <br />I <br />or i I � - <br />(�) WINS, IMUT AT � VANG Nut AT <br />I - ___ - <br />rma LEFT PANEL RIGHT PANEL 3 AAz <br />I : t INSTALLATIONS ONLY VAUD FOR WIND <br />Lit, L10. I I <br />I' MIN, R-IA/13, R-2A/13. R-3A/14� R-18/13, R-2B/13, R-38/14, t MIN, SPEED UP TO 170 ._Tf�h. <br />I <br />I R-iAW/15. R-2AW/115, R-3AW/19 R-IBW,'15 R-2BW/15, R-30W/16, <br />.- , - ­- - , - - , - - ­­ANrI4CR5 JSEE SECTIONS A AIJERNATIVES ON S,4uTS 13, t4, Is ale) , _­- - ­­ I—- - � � � 11 �- ­­ <br />1/4' MAX GAP <br />I <br />- LIFE 5AFETY STORM PANEL (1-) ELEYADON (t) __ <br />11 I , <br />.......... "I'll SCALE 1/4'�I* ,t <br />, ­1 <br />1.11, ) REGULAR 2.w- - ( REGULAR � , <br />, <br />- ,� ... STORM PANEL (" OVERLAP �1_yTmLE WuSt) STORM PANEL 1 " ' <br />, � 7 C1 Tv " i <br />1, , <br />��, <br />­', ,� - ��� 1 . . . . . . � � - ,,"000"", ��� I <br />11 I <br />,,, I'll ... L' : ,�-Ao � � I I <br />, ­ <br />I . - _­_­��­�=, ;,;=�m­�­��­ �4'.��:�-�-------,---���-,a--�-- __1W___ ­__ - - - � , = - - � � = 5yA__7=_N1 <br />- --- __ <br />,;,o FN,, <br />� - 5 <br />� � ,*1 - � <br />I _�", / ., Ili-, <br />"Z7.11- - _j - <br />-1 I ---- - - - --- - _'� ", 11 11 � I'll � i "I <br />. :r) �, I <br />\1 � - - ... - , - <br />I/ kv ...... - . I ­� I � - - <br />I .; / " 11 <br />I \ - \ , . C , , 'N\ I ! <br />I . I -- �-11 <br />, , <br />MAX. G.,/' - 'i_ o-, , -11 <br />, 7� \ ll � .o � ol , \ <br />- :P11 _; � I I <br />�,_____, <br />� \ i ­DvERLAP-4, 'A' Aj�'% Iff <br />- I <br />/ 1 <br />I "I . - ,� ­e .. - - r i K� � <br />�­�� .� - - /� - _�� � I <br />�____ __ - ;4= - �­­ z��__A <br />_­­_ - - ­­ _-___ __ <br />- ­=�__� ­�_ - , ------- ­�� - ------- m � _____ ­�=_,S== , i 11 � I <br />=r =;i , , �� <br />S*n , L . . .... "I .1 <br />, <br />, � 5 , <br />- i ��� <br />2 " <br />- * : B . <br />= " <br />LIFE SAFE rY PANEL --*. __ : = FLORIDA BUILDING CODE (Non High Velocity NUT loan. Zone) <br />z - RTI - �*_ <br />. ,.. , � outfuL - rp, <br />EXTERIOR �1,i R10'._.- - 1 24 GAGE GALVANIZED STEEL STORM PANEL DFMN <br />�­..'- - <br />I <br />� . - <br />I . I- ,. - GLOBAL PROTECTION PRODUCTS, LLC. 'Ml2m <br />I ­ -1, / 11LIECOme, >_IR <br />SECTION A -A - _­ 6T IMMO it rNmNew"a ­C�pmy ow SN, 51 STREET <br />- PO4F (n*"-7� FAx , 7 20 <br />SCALE 1/4-=l _Z�-> -4. - ...'t - A. = - MVIO N_ mI1ssA)m­BtB -175 <br />1 _�/_ -, . . ,� <br />f - — <br />— j- 041-0 - <br />pz, SoAL/q;;Av.;RE/DA1T CA-vowIlt <br />�_ P !2E <br />I a , �, � :J�_I <br />__ <br />�.-wil�17W.W-A.lmia*-il4zng�i*i�iii.iozi-,Iijiz 'mr-Twa�Llzl=*.U�l�ll!ltzLtz�TJ�41!Lll!W�IZIOI.*Loi.IWIJ;1,41431zI <br />it";!!v !,1L1m,T$1;juA!jq1k � " - mmmm - - , a qi3w-.Woiolzmzi:41m.i-,-,i-jiiw-ilit-.L-j <br />r.w - <br />"n, , - ""Im�BNI.,)CtLign�IIL$4;tiwlil-p iljf� "t" 3 - <br />W V __ ___ <br />(VALID ONLY roR PANEL 0 INSTAL1,ATIONS AS PER SECTIONS I THRU 45, ON SHEETS 4 & 5) <br />Cn <br />" <br />= <br />_"� <br />I <br />" <br />u's <br />I-- <br />0 <br />C= <br />-0 = <br />1= <br />IAAX ATS�D - <br />DESIGN <br />PRESSURE <br />RAN. <br />(P.f) <br />MAXIMUM ANCHORS SPACING FOR MIN ELD. MR SCW_D�_u__8moW­W <br />APPLICABLE <br />TvO <br />I <br />t A. <br />ANY <br />NAIM <br />Comm EA, <br />- '" <br />MAXIMUM <br />PANEL <br />LENOTH <br />1. <br />(it.) <br />I MAX, A,S.D <br />OMEN <br />PRESSURE <br />RATING <br />(R-f ) <br />MMIMUM ANCHORS SPACING MR MIN F-D, PER SCHEDULE BELOW * <br />_______ ___ <br />TAIACON <br />- __ __ <br />$OUDI-SET <br />PANSIMATE <br />F04ALE to <br />PAMELMATE <br />PLUS <br />ZA"-Mmuff 11 CALx-IN <br />TAPCON <br />swo-SET <br />PANEIAIXTE <br />FEMALE 10 <br />I FAMELMATE <br />ZAMAC-RAIUN <br />I CALK -IN <br />in W <br />moommic'mr <br />to 10 <br />fm,`C� <br />ot. A, - <br />To , <br />CONCRETE <br />To <br />10 <br />.�IKAETE <br />70 <br />GO.Cam <br />- <br />10 <br />cow'Im <br />TO <br />Ioo,G,tGaW <br />;� <br />11 , <br />A,OCK <br />" <br />- - <br />To <br />- -� <br />-� <br />­ I <br />TO <br />. <br />_TO <br />�& <br />To <br />Comm <br />-A- <br />I <br />To <br />ODAACWRL <br />FDRFRZ:10.�.,, <br />= <br />... 5,,, <br />i,oc, <br />- ----- <br />>-St-65 <br />�75, -75 <br />L_ <br />- -, <br />ir I- <br />--- is:_4_1!�*_ <br />_im�Tif_ <br />" I I,- <br />��_ 13' <br />-13 <br />13' 13- <br />:D� �E <br />-Y-1 <br />13 <br />�:ikl__�i; <br />13' <br />- <br />I 13' __ <br />1:t: 1 <br />T:: <br />13^ <br />__ <br />is, <br />__ <br />3. <br />T <br />- - <br />IF <br />__ <br />Ir <br />- <br />Ir <br />li� <br />__�F__ <br />_ __ <br />13, <br />-_ <br />__ - <br />;F_ <br />- T , <br />__ <br />'r <br />__ <br />12* 13' <br />__ <br />I= <br />Q <br />=� -, F_ <br />- TF� I` <br />__ ­ I - <br />77-,. <br />12' 13" <br />­ <br />�__. <br />_ __ <br />IQ, <br />o ,;-- <br />iF_ <br />- TOV <br />W <br />- <br />__ICIL_ <br />_ I <br />11 (TO-P) <br />T_ <br />T <br />T <br />7 I <br />2 , (TOP) <br />-m <br />2 (BOTTOM) <br />T-Iff" <br />OR <br />LEM <br />-m -7b <br />I <br />'a <br />.m-lmis <br />13, 1 5, <br />­ -'-- <br />Is- <br />to I 2 <br />- <br />is, <br />a 1/2- <br />13- <br />6 t/2- <br />__ <br />Ll-/,: <br />i_1!T <br />Ir <br />'3� <br />41/2 <br />. <br />_; <br />. LA <br />an - <br />. <br />'CZ <br />It <br />V-311 <br />L11A <br />- <br />= <br />- <br />m <br />=1 <br />= <br />. - <br />* <br />iI�16 ,72 <br />. --- iV_�_ <br />, 5� <br />_' <br />_�F_� 7- <br />­­-­_ <br />137 I 7' <br />_. <br />_2�_ <br />Ir <br />- <br />-1 F <br />is" <br />— <br />-is!- <br />10 1/2- <br />- <br />li; <br />___ <br />13* <br />— <br />__L3L_ <br />Is- <br />_��_' <br />- <br />JZr <br />—_ <br />____ <br />6 1/2� <br />4772� <br />_­__ <br />0 1/2" <br />--.--- <br />Is- <br />_W_'VT7F <br />- <br />13* <br />'. <br />____ <br />6 1/2' <br />S_ -112' <br />___ <br />IQ' <br />__ <br />-1 1/2� <br />iT'i_/'i� <br />10 -1/2* <br />__ <br />7 112* <br />_ <br />.5 I /2'__iE_ <br />7W <br />7 _I/F <br />- <br />r <br />__!_ <br />ir <br />-,T3z,- <br />-1:5 <br />�:A_iLl' <br />6 ll;r <br />�� �� � � S� <br />BOTTOM <br />1 ( I <br />- _. <br />?!%:- <br />ko <br />-N-) <br />13' I I I" <br />14, <br />1 Is- <br />- <br />13 <br />ir <br />Is. <br />72- is- <br />- I <br />10, <br />-'/A- <br />3 (TOP) <br />-(WTMM3 <br />----r'-'- <br />­r f-4- S7 __ <br />S, , - <br />- 1--l- ­_1 <br />_13� __ _ �,�. <br />- 13, 11 . <br />li;- 11; - <br />___1 I � � <br />- I - <br />i2__1L2 ' 1/2' <br />___A,-__ _a:__ <br />� <br />- ­­ -1 <br />Is- j 13. <br />- _ __ - , <br />1� _�!!_ <br />L <br />. <br />- F�: - <br />--min - <br />6 I 6 1/, <br />6 1 t1i <br />.- --Bi - <br />­j� <br />14- <br />___ __ <br />-I:,- <br />IN' <br />i- v <br />_e.L/!� <br />a. <br />- <br />_�a__,___ <br />--!A! - <br />- _n' <br />, <br />w <br />�-"/, <br />-t <br />.­ -w <br />ar <br />']___k______­__ <br />1 -T. <br />1_2'_ <br />1 Is- <br />__+ <br />- <br />L2 �12, <br />a 1/r <br />I _FI� <br />,,, Ir_ <br />1 ,3, <br />---I- <br />, - <br />__ <br />-, <br />7, <br />. a1___­___ <br />1 Is. <br />- - <br />" <br />-Is'- <br />F 13' <br />- __ <br />I - <br />- 6 lj4� <br />- <br />5. a' <br />__ - "" <br />'. <br />____._________.___ <br />,I 2' ?3, <br />- ­ -- - <br />-22* 13. <br />- __ <br />". T3;-- <br />__ <br />___ - <br />- 6 v., <br />-C <br />_�__T/2; <br />, __ <br />-, <br />- <br />I IQ' <br />- <br />__ 1� <br />1 [ FiI; <br />--le- <br />__ <br />e I/4, <br />T <br />T_�TO­F�__ <br />,---- <br />4 C001TOM) <br />5 Flop) <br />­ <br />(BOTTOM) <br />---. <br />i_��) <br />- <br />__ti&ii7;� <br />i A <br />a <br />- <br />i2 112- <br />6 114� <br />6 1/4- <br />12 ,/2. <br />0 Ili- <br />- <br />- <br />0 ', <br />I/ <br />s ( ) <br />I <br />I i I <br />1__i;;1_1! ­­-- <br />, __ <br />1- ____ <br />I Ir 16 l/2" <br />- -i;-- - <br />'r I <br />. <br />­_ <br />6 <br />_­":I�:_.-,­r <br />Ir <br />- <br />1 <br />i� <br />, , ,,, <br />_-, � <br />I - <br />I is, <br />� <br />1 <br />I <br />I—— <br />-a:-- <br />I <br />--iF.- <br />, ,,, <br />- - - <br />- <br />9 <br />i- lL�p <br />6 <br />2n: <br />1/4' <br />8� <br />­­., <br />60; <br />­_ <br />I <br />- <br />__Nii� <br />- <br />- -.!-! <br />8 1!4' <br />I . �- <br />I . <br />.­­­ <br />- <br />- __ <br />9' t <br />1. - <br />i I l2-.- <br />. <br />* <br />- <br />. <br />6 I ' <br />4 <br />!�Z_._ <br />­ . <br />/' <br />­ r <br />- 11� <br />l7 <br />i6- <br />- ,�+ViW <br />� I <br />�_� <br />- <br />- __ <br />- _�:__ <br />- <br />i-Viz' <br />11 , <br />_1z2_ <br />I - <br />� <br />T!�/4' <br />2 <br />/l <br />�/ <br />L __ <br />� <br />I <br />ZF <br />__ T.3� 11 <br />__I lr-. <br />6 1/4- <br />�I/r <br />-S. <br />- <br />_i; <br />_____ <br />_6" <br />,- <br />2' <br />--!/ <br />- <br />1/4* <br />- m7p) <br />(BOTTOM) <br />- <br />­,_ <br />- <br />lr_� <br />a� ff,P) - <br />_�.`Ib_)_ <br />6 <br />- <br />I <br />_i��_ <br />- - <br />-3- -01 <br />- I __ <br />6 I/.'j6 <br />­ <br />1 2* <br />_ <br />1/.* <br />_____._1____­ <br />'r <br />__,&, <br />6 1/.*16 <br />Ir <br />-4,` <br />I , , �-,,- <br />__� �17 I/r, <br />-Ti;-+i-T1zw <br />__ - - <br />' <br />�11_11_11'1�__";Li_ <br />B. 1 - <br />Is - 17 1 <br />. j�;�_L <br />13' I 7 1�!: <br />- <br />1-1 <br />" �'. <br />- ­ __ - <br />- - <br />- 1 - - <br />5;- <br />n <br />— <br />_iL_ _i�i_ <br />T2 11VI2 7/2� <br />- __ <br />_!�__ __i�__ <br />s. - <br />3� 13' <br />-111. T'I'T, <br />- <br />SL4� <br />- <br />_L - i�:ppi, <br />,4_i <br />--L-, <br />8 114-16 Ili- <br />_V3, <br />___ <br />_L,I� - <br />is. <br />__14____ <br />_ <br />w <br />____ <br />6 1/4- <br />­­ <br />iaj2i <br />I a, <br />I 13' <br />- <br />. " <br />- '/. <br />to- <br />- <br />10 p- <br />r <br />- i/- <br />__� O� <br />40 1/2� <br />___ <br />,a I/R, <br />__ - <br />6 1/4� <br />- - <br />__!�_ <br />- <br />10 1/2' <br />ITO 1/2 <br />I sr* <br />- <br />is- <br />-.I- <br />Is' <br />- <br />13, <br />__ <br />12 1/2- <br />___R� <br />11 , 1 <br />1 a- <br />--- <br />_L __Tj�� <br />K <br />. <br />TV <br />� ­­ <br />to I/2-TI <br />___ <br />IQ, <br />,10 1/2-11 <br />IQ IL_2T_11/2- <br />6 . Ile <br />- ­ <br />4 1 <br />_____ <br />- <br />LIO 1/2'11 <br />/, <br />"--,- <br />­w <br />- <br />4/2. <br />____ <br />". <br />___ <br />112- <br />- ___ <br />_­_­ <br />__��_, <br />B. <br />__ <br />1/2* <br />I, Ile! <br />/?- <br />It L119__ <br />_.L <br />e-, _11�k_ I <br />__ ____ <br />o- Is' <br />__ <br />li:_ _- i�_ <br />8- ,3� <br />-a __ia,; _ <br />- - - __ <br />- ---:�. <br />_-_ 'i, <br />� J�� <br />- - <br />%.: -. <br />, T -.1, <br />- <br />8, 13' <br />. <br />I— <br />. 1Y <br />"I Tiil <br />_?_ <br />V T _11F <br />__ 7' <br />7- <br />__ <br />6- ;; 1. <br />- <br />I - <br />- <br />__ - <br />,,� <br />.. <br />r <br />71 <br />­___ <br />-a ,/4' <br />Tjibo <br />PF <br />i7ciar-mm) <br />i_N_F;J__ <br />2 (BOTTOM) <br />i'�iop) <br />­-­- <br />0 M1 <br />__­L <br />4 (TOP) <br />- <br />(BOTTOM) <br />i__ - <br />) <br />ami, <br />( I <br />-,--- <br />6 (TOP) <br />6 (SoTF­1_____JL1 <br />�s � . <br />-6 <br />TO <br />al-o. <br />__13' '. <br />_W_ i a i ` <br />- <br />. Is- I --, <br />3: ' !L <br />---L— ----ff-4-1L­--- <br />_ 'r ; 7* <br />_`­_ <br />_:� - <br />-- <br />7- 1 <br />- �.-L--E--�l�-----------�..---------------------- <br />_g��_ <br />- 13_1 5 1��2 <br />, , <br />- _U___n - <br />Ir t 5� <br />13. <br />--- <br />73; <br />-;- - <br />- 2F <br />-3 <br />tzr <br />�f I ./ F <br />---- <br />8 11ri <br />--- I-----,-- <br />ir,� <br />__._;.�_ <br />__1s7,_1__ <br />, <br />10 1/?, <br />ly <br />a Tli <br />T - <br />-'- <br />f 13' <br />it _12 � -1 P2 <br />- <br />� 1/2- <br />- <br />, , <br />,r <br />--- <br />, <br />� <br />� <br />� <br />� <br />- <br />IS-- <br />__ <br />0- <br />is- <br />-i-i-/iF <br />-- <br />­` <br />7 <br />a- <br />- <br />3' <br />__L_ <br />is- <br />M�� <br />9. <br />-- <br />-i vi� <br />1 <br />i _/2- <br />9 1/2, <br />i_17i�F <br />TT <br />ii� <br />9- <br />- <br />9 T/2 <br />- <br />I F <br />­2 <br />,I� <br />� <br />13- <br />--I s- <br />iyT1i;FS,_�,W,__ <br />-- --- <br />8; <br />a- <br />� 131- <br />I � <br />- -I <br />. <br />N <br />,�� <br />. <br />W , <br />�111 IT <br />1 9 1/-2' <br />'� 9 1/2' <br />__ <br />1 4' <br />i - <br />. . <br />_:9_ <br />, i- <br />2 <br />- <br />6 1/2. <br />, <br />7 <br />��` _/MH//� <br />10 1/2-17 <br />10 1/2`7 <br />­_ <br />- <br />_�_iii�. <br />5 ,/2- <br />_T�_ <br />O� <br />- � <br />__ 2 <br />ToF ii 72 <br />"' <br />�_ <br />;�� <br />1/7- <br />j- <br />1/2- <br />____ <br />-,. - - <br />3' <br />- <br />7 1 2 - <br />'/" <br />- <br />7 <br />7 11 , <br />!E-F--' <br />5 ,/2" <br />- I <br />­ - <br />ISL <br />I <br />- - <br />1: __ <br />_L <br />1, <br />:i H <br />T�L��, <br />, <br />15 1/4 <br />��o <br />6 i/2-I2 <br />I r � <br />13- <br />- <br />I . _,, <br />�: <br />I <br />L3_ <br />_m;� <br />- <br />1 __!�!_ <br />_!:_ <br />I/0 <br />i/2- <br />- <br />[ ---,-- <br />6' <br />B <br />- <br />I S" <br />_!_ <br />1� 1/� <br />T f,iop) <br />_­­ <br />I morrom) <br />2 (TOP) <br />- <br />2 (BOTTOM) <br />I ---- <br />LT!L_ <br />a (BOTTO - M) <br />4 (TOP) <br />__ <br />(BOTTOM) <br />, <br />5 ETC-P) <br />- <br />_ <br />, <br />-1 F&�TfFWI <br />----. <br />S tTOPI <br />- I <br />- "I --- <br />_, <br />, _,. <br />_ 10 r <br />7�-5. <br />_____j <br />__ - <br />-_-j --::- <br />_InT_::� <br />8 114-fS <br />1/4- <br />_,1FN1/i_1__ <br />6 114- <br />6 1/4- <br />- <br />__ <br />- <br />-1 _L/r <br />- <br />- 9 <br />a , � <br />'Nav, <br />.-(SOFT -) <br />sEr SHEET $1 FOR AnIftoft rin At VIACM 'Co INSTAVAT"m MID w000 mwx emmwm, <br />6 mmim .KcHoA BRAG" AND MWAAjV EDGE DISTANCE ARE VAORCITED 0- I-' SCKEDULE FOR E-Or <br />UNiSt THAII INDICATED ON SCiAUXILE RM� ANCHOR SPACING of MULTIPLYING SPACM SHCKH it- <br />SCHEVULEE BY THE FOUff~ FACTORS F� OPERKTION To BE POSSIBLE, ACOUCED SRAM <br />offoggo DBAC FACTOR II,IALL W at Uras THAN mmw SRMAAD "CaArm MR EACFI A.T'sori 1�f: <br />ON TAM SCREARy- <br />- .__ __ <br />1/4*. ��4'w_ <br />3/47. <br />I 4'.__l <br />-_ <br />ANCHOR TYPE <br />- _ <br />&= <br />. - <br />I A � TZ . ,A, <br />­ <br />--- <br />__V4: � , <br />1A PC* BOUD� <br />NNAUM <br />- <br />zAmfic-sMot <br />., <br />FIRWILIM AW�W SPACIM firl) <br />3 3 <br />� <br />3 <br />I "T <br />� ',q <br />— <br />wkwwmwu <br />— <br />3 <br />- 4 1 - /V <br />3 _ <br />m"ANIX"'i 1-7-wil-11 E <br />__iL_1/2r* <br />- I - I ,/Z' <br />--2:- <br />,I VA* <br />____i__ <br />4 ilz <br />11,11. <br />_ <br />. <br />ACRAL mm DISTANCE MA) <br />FACTOR <br />- I ,/2- - - <br />__ O." <br />- <br />I - <br />- - __ <br />- - - <br />- - <br />- - <br />I , <br />----. <br />*-a,.- <br />I - - <br />- 11 - <br />_C7j <br />I - <br />- __ - <br />__ -, <br />I - <br />I <br />- - .0 <br />­_--if.,�'_ <br />ow <br />i--i - <br />oci <br />- I IF I-- - __ <br />- 4 1/2, -1 <br />I I <br />_: -1 <br />- <br />6_0 <br />--tan <br />- Tii_ - <br />- -Too <br />- <br />SPACINGS ONLY VALID WHEN SPACER S IS USED� SEE WILE #1 FOR MAX. ASM. <br />17DESIGN LOADS & MAK PANEL LENGTHS WHEN SPACER Qq IS USED. <br />__ <br />: i o-44167 �'. <br />* : or I * <br />� � <br />I, STATE 0 ----- I <br />�f -1-40RIOII�A­ <br />, ..7,.4 <br />y <br />,�a�.-­.-­_-.,,"* v <br />a <br />A.S.D. DESIGN IM <br />MA)UMW PANEL <br />LENGTH <br />40 PSF OR LESS <br />61-8. <br />1 <br />> 40 PSF TO 50 PSF <br />C-2, <br />I> 50 PSF TO 80 PSF <br />5'-10' <br />A MAX. PANEL LENGTHS ARE ONQ VAUD FOR INSTALLATIONS <br />W1 SOLID SET ANCHORS & W/ Q?5 SPACER AT 12 1/2- OX, <br />wj <br />-5 <br />C� <br />C-) <br />m <br />ILL. <br />C= <br />C.4 <br />C= <br />C14 <br />Cj <br />= <br />= <br />. i <br />w <br />Li <br />= <br />m <br />. <br />= <br />CL <br />E <br />0 <br />u <br />.2m `oT=. � <br />I - <br />I 11LIECOilm, \ <br />GAGE GALVANIZED STEEL STORM PANEL r . <br />24 ORMA" BY. <br />- <br />GLOBAL PROTECTION PRODUCTS. LLC. "/v/m:G <br />�'T. lm-_- E.-mm-0-5-E. <br />S... 51 VNEI'l __221v_ <br />vomI, Fl- .U3,4 <br />- 20-175 <br />i <br />- MAT AR-- - - MIT -1 -1-1 <br />- (,FA.)Aa0_,,b,6� F_ (-Nalf-om <br />_ - I - ._ - � - m� KA, <br />_________________.__ <br />__ - - -1-1 <br />- __ - <br />INST ALLATION QUAILS <br />— FQR LIFE SAFETY <br />PANEL I <br />1/4�O TAFCOMI__ _ _ _ _wwo <br />URED <br />1/4�0 TAPCON I <br />- --- <br />_pqSTINO POURED <br />J14'0 TARGON - <br />- 11 <br />I 0 PO <br />9154"I"m <br />1/4-0 TAP0ok - <br />ST, 10 ED <br />Z.&W <br />ANCHOR 9 S' OC� I <br />L <br />"' <br />11 I � <br />`/1 , <br />I " <br />Do <br />CONCRETE BLOCK <br />REQUIRED <br />ANCHOR 0 9* wc� ; , <br />- i - <br />* <br />.. � <br />CONCRETE OR <br />CONCRETE BLOCK <br />-IR- <br />ED. <br />ANCHOR 0 9* DO. <br />I I <br />N "* <br />- <br />'j, - <br />",-,,ED <br />CONCRETE BLOCK <br />REOUIREO. <br />ANCHOR 0 O' 6.0 � , <br />� � <br />-",J,f' <br />CONCRETE BLOCK <br />REOUIRED. <br />.- -11 I'Ll <br />_ <br />,�� - <br />- <br />- . <br />I <br />� <br />�, ,j. <br />., � , <br />" <br />I <br />, <br />. . �, <br />` <br />'t <br />- <br />`4 - <br />­M <br />-1,`2 <br />,111,14L <br />1 2) <br />, C <br />, <br />� <br />" <br />I � - C2_ <br />U/ <br />.", _ <br />,�. , <br />`;? ... I'll <br />� 20 <br />. � , <br />,� <br />- -(v <br />1, __� <br />E-D-* <br />11 <br />CXIST,N9 " <br />-41 <br />GLASS � �- , - <br />!! <br />11 � <br />11 <br />i <br />, <br />3/4' <br />1 <br />""" FAIM <br />". - : <br />ci.�- CLASS <br />='Ma.T � <br />I "L' M.. <br />PANEL LENCT ,H <br />(SLE EL,vvtow <br />ON SHEET 12) <br />L/2 I <br />� <br />'�j , <br />') 1 � <br />. <br />, <br />__ <br />110 <br />q vr <br />� <br />I <br />­ -1- - I <br />- <br />- - f A- I <br />. 114-0 TAPCON 1!!) <br />I ANCHOR 0 9* O.0 <br />: EYISTIND POURED CONCRETE OR <br />CONCRETE BLOCK RECURRED, <br />=TION R-_IA <br />0 REGULAR PANELS <br />WALL MOUNTINGS <br />SCALE Z/8-11 <br />­­�' ")L <br />1. _ <br />11 . <br />, 11`z�`, F�711 I <br />,", - - 11 <br />I <br />1- <br />... 1'� <br />Lo.# <br />I,— , , <br />I . <br />�,�:� ----------------- � -F <br />11 11"'..- ,,�,�, <br />, , <br />t I - <br />0 I' Uri.. i 01 <br />IH-SEPARATION - I I <br />it TO CLASS. I- "*' <br />I __ - ,4 �_,f I � , � <br />r i1;SDK;1 <br />10 " , <br />, ; I <br />I <br />I <br />I I � <br />0 <br />4, <br />I I- I - <br />11 1 <br />I <br />� <br />1 ! 1, MAX- <br />I <br />. --- <br />, I I I ANEL LENGTH <br />11 � <br />I (SEE- CLVVAI*N <br />i� <br />- __ I -, - I 1. � ON SHEET 12) <br />I <br />v 1 <br />I"" <br />i <br />I � I i <br />it � � ­­ ­ � <br />.1 <br />�_ - - I <br />I I- __ 1 <br />i I <br />7 , <br />,��:�-�,.,�,�-,*�,,--.-,�""�-,,, <br />, .1, � - �, <br />I , " <br />' '­,�,f,­',L,1��,�,� <br />:_'; ­.41� , l�,­l <br />��11 <br />111_,,kw, � <br />I <br />� I I <br />I , <br />11 L , <br />01 e <br />­'� ,��" , <br />E.D.- "",­,�,., <br />�_�' ,,��,-.-.,�, <br />I t � <br />, '9; : <br />� <br />1� <br />- <br />__ At a I/T cc <br />" <br />L- " <br />P� <br />" <br />',I <br />" , <br />� <br />i I l <br />111-1 I—- __ 11 <br />� <br />" <br />, , <br />,� <br />� <br />", <br />, <br />__ <br />====:e <br />4, <br />C <br />:: <br />=I/ TAKI <br />0 r GC. <br />� POURED CONCRICIE OR <br />9,STING <br />VMIE BLOCK REWIRED. <br />LIM "-HE <br />SEE Skaunis 15 A, to MR ANWORS <br />ApANCIR me <br />- - 11�n­ 1i <br />ME * SPACIND FOR INSTALLATIONS INTO <br />000m 1 <br />ZOD FRAME WRINAIM <br />MINIMUM ANCHOR SPACINGS " INARAMA <br />- - <br />vmow"JA mw�m"MR 0"w4w <br />�-.- <br />� OA4 <br />3 <br />-n!. <br />- <br />#MAKM,AAoK,, 1!T!2M�!!`_0, <br />7 <br />_v_1 O_ al."4, 0.1 <br />3 i <br />MOE DISTANCE ARE INDICATED ON INIS <br />ON SCHEDULE R m n =111, <br />S-10DULF M AZI� <br />ANcr <br />- � - __ <br />Ampi. am wwa " <br />___!___� <br />- <br />of MULTIPLY" SPACING, SHONN ON <br />SCHROLATE By THE Flo"OWING FACTORS, <br />- <br />I I IV <br />Tz, <br />C THIS OPERATM TO BE P=IRFL <br />RECLOSO SPACM OBTAINED Loud <br />F�. swu mm Re LESS THAN <br />I . - - � __ - <br />- ____ - lvr - ______ - <br />- __I <br />WOOMUM SPACING ININOATED FOR H <br />1z <br />E� �T__ ___ _______!'___L_3 <br />r <br />- ___ � - - ___ <br />Om <br />- I <br />Ilr <br />I ___ <br />I- 11 .. -,- 1-I . <br />'� ,.f� LL'� 2 t <br />1 � _ 1/4" <br />. I I MA& __ _ <br />, <br />- r I <br />`-,. , - <br />� <br />� <br />� <br />� <br />� <br />� <br />� <br />� <br />-F _' ,� 1.�111, - : ! <br />,;_ <br />__ " <br />"" <br />�xe­�, ��.­�, <br />-1­1 ., : , <br />" _ <br />: <br />" I <br />IT I i <br />I 1 4- <br />UT-1 K-1.11 It, I � � A, <br />If ; I <br />I <br />"� <br />I _;zN1 i <br />Ii t I <br />ii � l <br />ft - , I � - I : <br />- '.� - <br />8 - ___ - -1 -1 I- <br />11 I* w- � I <br />jr-SEPARATIGN - 11 <br />IT TO CLASS, . <br />ft i 1, - (I-) <br />* '1�1. I I 9 <br />I 11 , - f L,12 <br />­._1 I - , <br />7r7l' - , , 4", <br />` ) ' -1 � ��_; <br />` �, <br />" ` , <br />" . , <br />' . � � I <br />ED,- I �111 I I <br />­ <br />,_'-;,-_ ­J�, I q <br />, . I � . � I �.. I i I <br />I- - <br />I <br />E�D.- <br />(i) 4� <br />B <br />- <br />to, ; ="-r <br />" 'I'm I a <br />a." ?-.f) IT <br />if <br />0 <br />I -1 * "X It <br />PAKET. LENGTH " - <br />(SEE ELEIVAT)ON a <br />ON SHEET I Z) Ft <br />I 11 <br />11 <br />I' Aan, <br />SEPARATO <br />To CLASS� <br />�� <br />E'D.- <br />� <br />___ I- . . - <br />I <br />� T)I <br />q. <br />Ili I <br />A, 1) S A'11 19 <br />i <br />,-.. <br />6' PANEL LENG"I <br />(SCE ELEVATION <br />� i ON SHEET 121 <br />T <br />V <br />I <br />, _, rrrr . "", . L__1 . , -_ I <br />to j tt -, - I - - i Eo I , "" __ <br />- <br />!_ ij .1 il L- 41'zw N,, t- Ea I- <br />? - j <br />, <br />" <br />I Iffy, Mt <br />,�;; <br />" <br />1, <br />MxIs . ,�;, , <br />I:: ,' 11 I 7, � _­� <br />� , <br />, �,' .11", - <br />�; , . 11 1, ". I - <br />. I . I 1� <br />: o �11 ,,,, I I <br />'�,: . � I 1. <br />Imm: � - I A <br />1/414 TAPCON I )/4-0 TAPICON <br />ANCHOR 0 9' CC ANCHOR 0 S' O,e <br />EXISTING POURED CONCRETE OF EXtSTING POURED COKCREFE OR <br />- ��GTRETE BLOCK RCOURED . CONCRETE ELDON REWIRED <br />3ECTI H IR-2A <br />REGULAR PANELS 0 AHICA&MEL <br />WAL MOUNIMS <br />! 140, ...... � SCALE 3/8.1, <br />m <br />(1) <br />(1) <br />_c_- <br />U) <br />_0 <br />—00 <br />> <br />(1) <br />C- <br />-1.-, <br />0 <br />L_ <br />L_ <br />_0 <br />= <br />, a-4.- <br />Cu <br />0 <br />-0 <br />Q) <br />— <br />0- <br />(n <br />- <br />(1) <br />-t� <br />C: <br />a) <br />-0 <br />0-0-0 <br />0 <br />-= <br />c <br />0 <br />2 <br />c- <br />C: <br />0 <br />a) <br />3: <br />M <br />c <br />0 <br />0 <br />.5 <br />%%O <br />LL <br />, <br />(_; <br />-ffi <br />> <br />(n <br />.- <br />CIO <br />­0 <br />a) <br />Cn <br />E=- <br />a) <br />_41--a <br />ICU <br />0- <br />CD_ <br />r- <br />� <br />M <br />1§ <br />. = <br />— <br />Cliff) <br />C - <br />< <br />C <br />4 <br />z <br />z <br />w <br />=I <br />- — --------------.---- .------- .------- <br />____ ______ I <br />-----------] INSTALLATION DETAILS EQR LIEE SAFETY PA <br />INSTALLATION DEIAILS FOR LIFE SAFEJ PANEL�D INSTALLATIQN QEIAILS EOR LIEE SAEETY PANEL INTO WOOD STRUCTURES <br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTUSE5 I I INTO W99D STRUCTURES <br />� I I . <br />:,: - � - -� , - 7FT ­,, �14__ '-'-'- - M - ": 7 . _=, -1/1- 1-1 � �7 - 1 �L �­__ T- -,� �-� -1 1. � - I 1. <br />I <br />, 1 1 ' ' . � 11. � �, <br />1/4-11 TAPOON 1/A'O TAPCON� I I � '��i,,____�_" �! L 11 � � � �l 1, . �__'_._' I I -,, :, ,"! -,?., - - �, <br />I I - , � , _1� � I ", � . _� <br />� ��__-w­ ; � - �i <br />__ No 'URED - ,�� 1. w - - - , ­_ �', - ,_ 1, � 11 _� � <br />I., � - 'I ­__ � L ,�; , , - , li� I p I - 11 ��& , 1� <br />ANCHOR POSTING POURED ­__=ETEp(GR I -1 Ir- -T I ER I I - ''I WOOD t4EADER ''I � 11 ;E)�'�.N)FR A - � I <br />- , <br />- � I _ I I - � - ____... . I - I : <br />0 0` TDC, L%NCRrrF OR ANCHOR 0 9' O.F. I -, -, - �A - '---- - REQUIRED 1 � - � - 1, - I., - Goo -11 I WWI) HEADER I - WOOD HEADER I <br />�K,j, � CONCRETE BLOCK � , , L 1 . I lt%alo ,,I - � I 4 _ I _" =91", -- -, - -_ —REQUIRED <br />;,j, ,i' CONCRETE BLOCK __ - I ­1 � - � -, _1 - , I <br />:,,11 '. : - __� L ' �, L ��, - t� - -TIEOUIRED �� <br />, -,j'K RECTURED. ;­LL_ I REQUIRED. I � - I I i ,' - , I , ; � I I i I . . _: : , i U) -4--i <br />" - , .1, . I I _ L - I I � � L�� - I I I � <br />I , - - - I _ - 0 , - .. I . � , I , I <br />�', ____4___��_ I ;,�T- L ;;, . -A TAPCON �,, - �­) Ile. TAPCON -1., __ - <br />'� - �1�11�4` , I r 1�� L�" �� 11- �/�. TAROT) 1, - <br />I I I � j 1/d I I 1 ; - - I <br />_' r'NONOR 0 9- DCL , " i �, - , I -0 TAPCORI ­T7 <br />1 � I I <br />- � It � � �i � 11'� '� - ­_ACHOR 0 Sr DC, 11, 11 � � I , - _14 ; i , 114-0 TAPOON <br />I "I - - \16J 1 1�1 I I v 1� 1; 1 � I i � , - DC� . I , - OC. <br />1, 1 _`-111;Xp.C7 . C "I � OR 0 ; O,C ; 1, � I I � �� <br />� I ,r�' � ­ C21 I , i;. .1, �"_"l 77 i , I � ) 1, 1". I L i'lT v , ANCHM a a , � � ANCHOR a a L. CD <br />".. i . I Z, � <br />. , . <br />I __ r_­111. . %, ­ . I M I L 'i , " <br />I I . I I , I , " i,7�. I <br />�� � _ I l�L F� I IT I .1 r ill I I i � I . I � " �! - <br />. T� I I ;L, " <br />1/2- - I ', " i. I/r ,� , �, 432' 1 1 1 1 1 � - I , - ­' L 1. 1, � '� <br />I., 1 1/4 �?�,", I - (_231 - i . <br />11 , � .t - I-.-, � f . f IL. <br />� :�� -,- -,,,- I L I � . � 1:_­1 ,- <br />I I . � , , � — <br />r�D'. _ I I L L � I" I 11 'q, 1". . , ,, .1. 11/7' 1/4- . I �� - 11/1 L�,� I , 1� - , I I <br />, ` , MAX. � : j !,� i ��L � �-.' = p - i ,,Gz� 1 4) . ; I f 0'\. � ? t2w C_ <br />,-A". ""; __ __ I I __(�) - , , I <br />J, I I I I -,E, mawvs C — j, - -um*69 � �� I� IT "/2�-_.� , ­ (D a) <br />E'D * I , ; , , I � l/. '. � : A- ___ I , -1, I j� I <br />1 � '. I I ,� /2, , � � I 1 4 w , - <br />�D'. , NAX� --- --- - L I , , I � L I - I— <br />L i .1 I 1, I I , , I Ill 4% � /:� I MA I I I , I ! 46&--- ­­ ; 1 144 _.� . 1 1/4 <br />, , , <br />� , , . I I L . � <br />I I I I I -1 L i . , , , I � I � � , , <br />;1 11 I I ; mi. , 1. . 1 41 , . I - I., _ ": - MAX- - . ___ - <br />�, I , " , <br />� vpqm� � 2 1 1 . , _ I I , I I � L , , _ _ _ L'I -+—# w <br />� 2 � , <br />-, .- I I I " I 1� I . , <br />,,_- � : " " , � I - mi. I j '1_ ,� I <br />, , I I �, I L e� . � I I '4 ' ' <br />2! I 1 2 <br />� , L , � I 1 M6'L <br />__ <br />­­ ,��, , �, , I 11 � , I I ,� , , � I -+--a <br />". <br />I !( - - - I , L I l j ------- I I I I , . I � t , �, 11, ; <br />I i f I r C, I I � I �1� ; I - .­ � I <br />A -1 ) �_ I' Mi.. I I - . � I L ; . 1 _j LL i I �, 1 I 'i) I �� 4 - � - I I � =3 m <br />L � t r � I I_ <br />9 1 I SEPARATION I I : L-Fr,--L,j-)- - ; , - � L 4j ) I_ R L1 k A, i---� -_ l -,, <br />X a 1/ft - p __ _t11) I i 1!11� � ' L : ­1 <br />I - 9 4 ul <br />I 1� �l,K I. � I 11 0 � II � "" , I --1 I I <br />EXISTP14 - 0;;� �' TO GLASS. , 'I -�­ <br />I 41 - I . IK ,%: I � TI � 0 0 <br />_Gj -- r I , 11 ­ I A, oi� I � I i 1 114 *� > <br />GLASS ! I Al " A "� IT 1 � I <br />, - - I �-,EA. t 11 B � :�, I il�lfz�p I <br />0 �� I _,MBIr EXISTVA-2 ; 1 0, ­4-- 1 _��4�:,i - ,,,,,, I <br />0 11 I emS,,K_jj,' I , ljvl� Il ,� It I LxTsTI H, L 11_,�, I 11*� <br />I __ � I I I 11'' , 1�1.��=1_1143 ExFSI!t,qj", <�� I I m. Z.0 '9R _. � I - I 0 <br />- <br />9 (N I BA` r4ASS 6 CQS"N'� L ­-- - " - I GLASS . A IT � I GLASS .41 � V�`=`R,o - E� <br />. I I - I - f T , W AIR F?Aft mm� . <br />11 - 0 i �_ fIk �L� r__ - m a GLASS I I P, T-0 ? I, ; . !11 I , 1, . I i " <br />" � � I I 1. " . _L* MAY. I = =4) "I .y : I o.w FDA ofma <br />-_ L 11V7 a I MAX, i ;; I I , I Loo'N OART-n - - I 1 <br />17 - �­_­ . E 4 i 'IT, - - I _­ . . . . . . ­��';­­j S, 'FAN1.1 LENG�Tl !I I I , .. <br />I'll i 4,111111�_­-4�,� ­1 I I _­___­4,­­ ,-,-,L a o- <br />If mo�. I fi� PANEL LENICIM : � _ , � - wlil <br />I I :: 1 1 - '. 11 _ _ <br />4 -m�, � _L1 MAX, I/ <br />I <br />P. C � I FANEI LENGTH 11 I ' , J I ' <br />- - - - - -1 I' I r I --- I "Ll M.I. 1� - _. ­ __ ---,. E� PANEL LFNCTri I -L, mAx. 1, " <br />F I 'L, A. A. EUDARION 11 �, <br />, . PAN[ (I t I L 0 1 � PAWL LENGTH R � , E ;: _- ­ - t .. LENGTH - - _ . ___l A 6" PANEL LENGTH <br />­­ i ISE EUEAMIGN 9 � I I ON 4tRaT 12) e I : L LENGTH : ON "LET 12) .. I I L <br />0 I' W'.. � i ON SHEET $23 11 (SEE ELEVATION IT I i - -I" - __ <br />- I 0 ,--I- I I +']"­� ." � R <br />, = N . L I � - -11 I 1. - i 'L!�-­­­­ �­,,A ­�' �� ON "Ev 12) 11 � : j ,1a,1 CL <br />I I I I _11-,"' , SEE 11 I ­­­; 'S' S _ <br />0 TO , a --- __ (SK ELEVATION It 11 , , 0 J_ _�� I 11 I ! (SEE ELEVATIO .", I �LIVAIION <br />__ 1--I IT -ET I FT _ <br />I . I L".. � :ON SHE 12) 1 - _­ ­., - __ ___ __ _ � w <br />ff� - ---- --- I If I 11 11 I . I ­_ - - - I - - -1 <br />"I - - 1� - . - __­ L A 4 I * MI, T <br />'i - - I ­ ___L <br />­--T­­ ,,!� - - = ��­ - - -1 - I C it 11 I __ ! - I <br />! I - " -, , z­V�_ - - - B__­SEPARAnON ---- : Ij <br />� _0 ,/� ­ �,�",�?��-��,,. I 11 " I Aa �. I [ I IL IF :; , .- , . L - I -1 I <br />, ; R TO GLASS. � , <br />';­� 't,­'­�­,_" �,7-,-i,-,�, , 11 11 I D " - 03, � ; - _ j I � it I' M�. I <br />, , . ,; ""'I'l- I I � ,,, : I � 1 - LO Ll� : jI­--SEPARATION--- A e , OR. �_ I <br />�'1;1% .1 ,"_`_'�",� - Cl) <br />., �y I ; : it W-- -SEPARAMON , I <br />� <br />, _1;_,;?' .r OX �""-�"',`,,', : I . r , I IT TO GLASS, i __%�_ , � 0 <br />�f �j I _1, i � (1-1) : ;I To � i � t I (D IL­­SEPARIk1lO% - � <br />L, : : I 1, I I ,C � : <br />_r -,fl L12 1 ,3 , I'. r MI � - <br />, � <br />E.o . ,�' 9 - � r , � 11 6. <br />_� _, , , i _�, � . I a 70 GLASS <br />� � I , ��, . ,; � - : � I , f - I � - - � !_ I <br />, I I jj I L I i <br />EX67ING PCU- 11 � I.. r -, -� - __ .. : I <br />CO Cam A 11 EA I r , , I @ i , � - I i I I L/2 <br />I&, l�-r",:�,,;' i =P0.1r ­­ ! - t! 1- . . " '/� I -, ---. ��. , � I y ,/7 I �L. I i I OD = <br />C014 " _ to ED - , ED. __L__j - , I I _ i - -1 I 1 7 ,_ <br />CRETE � C4 CONCRETE , � J, I Eo. I - ya I . --- , - ---7;7 1 __@ <br />, � . . I I:, . I � , , 1 6 - - <br />; I ­ 0 Civy - <br />I t - 1.11 I , - L LL I , , <br />, - <br />RED �,,,-�� �,� I 40 n vr Do REQUIRED. I - CINYOND) i , t L , � I __ � -7 I <br />- <br />- , <br />WRED I '_ ,,,rl,l , It , 411165PS= I ; - I .-I I I 1 4 4 L , J. "t IN, & 73 <br />, � �! 1 - - I I - !_L__� , , I Joww_ , - , wr <br />", � I I Eo I � Ea. .-I . __ I - , 6; I- _1- '01111 - C 0 <br />! I t 1 A,�� , 1. I , 6, , ­­ - <br />� <br />I __ I'r :� I _� ,P�_ - 1/2, 1 1, I 1 . I - I I <br />, <br />tzAft" 1* � I I I - ­ - ­ - - - - �_ - I � =:��T_ L .1 I I I � .. 17 . tt' I- " ­­ j­ CO. 4rn��' - - -'-'"---' - - I I <br />- I <br />� I I I I � I i L I _L_ ' - L � 1 : <br />, <br />_ ,_ - I � I I . _'. - <br />'-,,", " -- � J, � . � j6 , - I 11 ..... <br />� ?,'-11: : _1 I � 1; 2'.4' WOOLD " 1 � - ! I I" I I <br />I., . � � I I i I - - � . " , -, I I- <br />L <br />. 14� L I ! PLATE k� - , � � I - � L � I � I <br />I . . r I � I I <br />- T, , .,f ,,� - I I I I , _� REQUIRED I I f�r I , P,-M.... -.4* wzqg L � . 2'.4' WD0Q___ _ _ I I <br />" - <br />.- . . 4) L _( <br />- - . I 'i I . 1 4 0 FAPCO 2'..' WOIV L : i 1 2 I__ , , - I 1. <br />- - , . <br />� - R_ AD i 1, ,4 1, 11 L P , PLATE L <br />1/4 0 PANCILMATE PLU� 1/4'0 PANELMATE 1�_ - � _� _ 1,14'o TAPCO� I I _ - ­-4 CIO O_ <br />­ I - REOVJIXD I RECU�,RED ­ -1 -1 - 11 I I I I IL : I I i 0 a) <br />-, -, SM SHEETS 15 & 16 MR AACLORS TQ`E & SPOOM FOR � I I I - , . � . �11 PLATE i I I ��! I-4-0 TAPCCN LATE � ' REQUIRED I <br />ANC'HOR a 12 1/2, O'C' P-M&MLS ANCHOR IREYOND) I AMC O'C' W014OR 0 9 CC, I C' <br />j,; Hop " B� 0 C j� ,;-, ­ -4,6M a 0. a C : <br />,I � � � I , : 1 � _1/4'* PANAEAIATE PLUS . . - I , ­ 1/4-0 PANFINATE PLUS <br />� . , I i STAGGERED W/ STUTO I I j . I ' ' i�� sTAOCZARED W/ Sfk. r , � � L I , j nounD L i L � � , ; I REQUIRED � � � , AMMOR 0 12 T/2 DA- I I I ANCHOR 0 12 1/2' OG <br />WALL MOMHOS I - - 2,A,,, WOOD 1 2',Ag" WOOD I � t , i L � - I I <br />- I I L I I . . <br />- . PLATE_ , I, _L_�� �� I I -- LATE ,- I - - , - ,, " I I : , - <br />SCALE 3/8-1 , t -1- __ s _____ J, � P i L -L' <br />INSIALLACAMIS INTO WOW FRAME BUILDINGS. �Ll j; �. Cn <br />I L - <br />. . i� .."i . I [ .- - _. t] - <br />�E I L , " _, _ _ <br />ARA4,Uh` ANCHOR SPACIMOS AND MIRAIUV EDGE OWANC I - - ;_ I <br />ARE ThOACATEIL OR THIS SCHVDLLE� MR ED LESS I)" - -1 .. - - � - - - ­ m <br />INDICATED ON SCHEDULE REDUCE ANCHOR SPACIM BY <br />"TNIAZYMO SPACING SHOWN ON SC41MUL: By TH ILIER ME.. t ALTERNATIVE R-3BW " <br />FGUOWN, F FOR THIS OPERATION TO BE POSSIBLE I Al myl-&-nm t� 8-20 A=Nfi� 0 UEE SAFETY PANE m <br />RmUCEO 0KI OBTAIMED LISVIC FACTOR %MAUL NOT HE "Ittio", I 0 1 RMULAR 8_1 F PANEL 9 LIFE " <br />LESS THAN M#KAIVM SPAC MKDACKIDD FOR EACH ANCHOR Em "'o-ItIll", <br />TWE ON THIS SCRITULL ,%%1n1iy1li7 r/44, N, I WALL-MMMIM M,4010144,0, WALLMMOM WALL MONTI ". S All I iQ;�o`% <br />- <br />ANCHOR TOM Ile. ,!�, ­_ �, ,& `A� P, T Itj " --NO . - * .... "" � I/?+ <br />, " EN4'- �9 '-,- <br />L6,� - 11 SCALE 3/0 <br />, o I/ I it, j,%% , . . <br />',�­_ ,=111- ' . ` ,,, '-�r I SCALE 30.1, SCALE 3/8� I - , , i� LL1 <br />, I , _*.� ONSe :? \ .­�_ ... q �& i", -� = <br />____ , <br />I <br />- j .. . .� " '- ! : <br />MARMIA4. AAIO�M W0.100 0.) I . '. FLORIDA BUILDING CODE (Non High Velocity Hu cons Zell.) __ .. \CEN -I' FLORIDA -� -_ 2 <br />z .1 1� AA1a7 1.p WIM, - ... , BUILDING CODE (Non High V0106ty HUr Cons Zono) Nam, __ - .1 No FLORIDA BUILDING CODE (Non High Vol" ty u Icons Zorve) <br />' =*: :.a = <br />- - ___ ­ tI`Z z '. � A=` TATTOO. W. F_P_ . It ..m "�=. - ' F� < <br />- <br />ot"KAM".4 � 3112 * : - �; * E 24 GAGE GALVANIZED ML STORM PANEL ORKNI, B, = . 0,44167 - I 24 GAGE GALVANIZED STEEL STORM PANEL - . . = 24 GAGE GALVANIZED ,TEEL STORY PANEL <br />- I— 0") 3 3 E - <br />J _. : - .Mma TLTECD. <br />w = . STATE QT­ -1 - 1, INSTALLATION ARE ONLY VALID FOR A,S.O. DESV4 - I / - Do- ft _ , ` I I __ z: <br />____ I- __ <br />00aft ma ORION I x mw FACM I .1z ,__ - " * , �* .,.-, 1. INSTALLATION ARE ONLY VALID FOR MAX. A,S.D. 1 -.". STATE OF .42C i _____ — <br />, i Z'\ PRESSURE RATINGS (p...0 AND PANEL LMGTHS AS �s * . ' - 07/0/2= DESIGN PRESSU EL - 12' - <br />_' ' \ GLOBAL PROTECTION PRODUCTS, LLC. �' - 11LIECO.. — <br />DATE , ,,, PAN o.- '. 1408 , , " <br />- - __> "Y27/7 , 11LIECOTHic RE RATINGS (ps.f) AND ol <br />N':�`.� P 11,��. �_,E77_�?7!7-_-�_---- GLOBAL PROTECTION PRODUCTS. LLC� p9_____=__:__ <br />--7- S I / GLOBAL PROTE <br />I I O'. LORM LIECOlimc, \ PER ELEVAMON ON SHEET 12. 1 -q.'. STATE 0 . ­> CTION PRODUCTS, LLC.j wl�, <br />- / if � .9 -� - _ I LENGTHS AS PER ELEVATION ON SHEET 12. 11 * , <br />- - __ -,4,(, .... .... Am S.W. 31 SUM 2� FOR NEW WOOD FRAME CONSTRUCTION. WOOD . , 7410 TM"4 * 10411101DIM COAAAAW 48w a. .5i mww - - <br />If_;, - - .-----. .1. " (, OAVIA. I -1. All If,- - - I S , , * , � ��,�V,%_ = <br />Z, LLL _�_-1111_ 2. FOR NEW WOOD FRAME CONSTRUCTION WOOD "' 1ONO , , ,�4�1 to Frinme a mitiagio" 1PANY <br />,_., <br />- __ - - __ - �xl. . 20-175 1 MEMBERS TO %e?�- .. ... L01:111)) , - - -- -,-- '" AA thiNflowli­ 4 ,� - - <br />1�oo N#ANMHM,��' - - CKwi -,-,A �Fv--* III—— )*911-7548. F­ jlf�)66R-IR797 BE SOMERN PINE No 2. W/ SPECIFIC , ANow- (W)a"VE � �11.).._. 20-i 75 - A.�_,!jL-_�m-o-A � m4izi- - <br />3 I-f - I - ,;7.47' -.I-).,-- _:tr)'_-J_,' ft'MA. A- MEMBERS TO BE SOUTHERN PINE No 2. W/ SPEC19C - <br />__ ____ ­-- � E SEN./oc"Am" DfWoom - DENSITY OF 0.55 OR EQUAL- � i2 1 ­ - ­ - -.1 2� ORIANK; �: DENSITY OF 0.55 OR EQUAL. - m-o"71. - - .1 - - DAKAAAK; - < <br />3, - C.-om". I CA-MM - . -.I - 1 � <br />. AULFT I 4z I , I � 1. a, It A py- SBM,,qvAA%w,/mn WAITER I tILL, ., FE I I - 111. � I <br />-1ok U'L # I' 6'T , - i FLoReAGF A 141., � I I I . <br />­___ ___ ----,- __ AFF �FCR � - -­­ I - -, , fM,,;A , - .���_-_ I I -.--- - - __ - I SAAEF` 1. OF ,AA I _j <br />. - . a_ <br />SHEET NO. <br />SH 1.4l <br />