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<br />I i i INUALLATION DETAILS FOR LIEE SAFETY PANEL
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<br />I 1. � I - ;
<br />APPLIG� I i I I I � I I v Il. - 1. - __ , � _0
<br />U MAXIMUM AND - AS SHOWN ON SHEETS 6 & 7 i �, 1 i I i I i 1/4* . f 1/4' Ile
<br />I
<br />MAX. X" MAXIMUM ANCHORS SPACING FOR F-0. - AS SHOWN ON SHEETS 6 & 7 MAXUUM MO. A.S.0 HM SPACING FOR E.D. MAXNUMI , i . I I I I � I _1__.___1 4 MAX VAX "
<br />- TO PANEL DESIGN , ALT,zm PANEL I i i I I i i I i
<br />DESIGN ' I 1� i I : : . I . . __1
<br />PRESSUR LENGTH PRESSURE 1 ! i � I i i - (; .I=
<br />I , , C-1 � 0
<br />E 0 & ANY _ I I i I I I
<br />TAPCON LAG SCREW PANELMATE PANE"IE APP CABLE IV MING PANELMATE P*NELMATE WOOD __ IV i i t I I I I I i 1)2 i 6A E.0'. i E&* ! ED 0 I = I �__ (
<br />AL I / M.
<br />/ RETE - - - I. .-C -
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<br />RATING WOOD BUSHING TAPOON LAG SCREW i _L � i I �
<br />FEMALE 10 PLUS "r. FEMALE to _ COMBINATION � i 4/ ! ' I : _::11
<br />(P-0.) I THEM 00 (P.&t.) OF THEN ((I) I � t 1 �', I 1 i I ?, / I i I I � �- / I cl�j ;
<br />I - I xl" $.S. BOLTS i,@ I i i � , I i -I'. // 1 ; 11 I I I �� ' i I I ( )
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<br />. is' 13' ir is (BOTMU) 13, 1 i F i i I � I i OVER ?--a-) i � i I i 1 �. �� , i PANEL LENGTH i I ; 01 � i -.01 i �'
<br />- tk I (D , 1(j) 9 I � -
<br />13 Ir 1 1 it 11, I i i W-r 0 +40.0. -40.0 "J. 4 I 11 W. i I I " . � (=
<br />I _
<br />� I . I - h
<br />`- - $1/2' 6 Ilr 6 11:r 2W Cw) 61/2- 6 1/2- 01/7- 6 1/2- 5 1/2- ZW impJ �� � " PANEL � � I i I RECWLAR STORM I 11 i i i � . I � I Z � :L
<br />6172 61/2 I i I a c *&PARIATION i To G.LATS.-S, 11 -�L
<br />- I W. � i . . . (w/ Omw MID PANEL umm Boo 1.1"01111 0 1�� i EUX ON
<br />12 1/2- a Ile 2W (BOTT.') . . 2w (W-) 4 ------- - .,- I -_ I-- i �4 1
<br />- F-0 - - � . i i %I � I I i � � k I- ,,____�__ 1/4-S-2ft" 70 GLASS, I I A , _ _ � ep
<br />I m iyw-d��_ i I— --- LS * i I _ _ __ LID -7 - , ,,-
<br />- '. - OR i � i I - i . EA. GLASS 0
<br />a- as MIR) LESS 7' /Y - a, - 3W IMF) LESS ___ i I : i -_SSq _1___. - "_mT-t"v I ; _ - -- - __ _11, :_ I - =-- __ I - -,- =) - . I
<br />� - _L - _W1 - . -_ i
<br />OR _�_ ; ; 4-1- � - - T � � x -1 'r-w 0 +50.0. -84�0 P.A.f. - _-- -1 I " -bTJ
<br />-,K— __2:� .— — _.L1_ __1: � I I I i a t� i . f-
<br />a. '. I .. i : (WIC, ONIMAP MID PANEL LENGTH BOLT) � - - �
<br />. - -_ -,-.., -- I ___ ---r-- - _ - I __ I-;---- - _ 11- I - II i 71-40 1 1 It tMIXIM OWR 7-r 5 , q - .
<br />a, - To 60niam) 7 lIr B* s, - aw Wiliam) - _ � -.- .- � I I �
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<br />,E_ __n� 1 � - __j ----'- t I _T' -_ - I- I p! i I I � M... , I V MAX - .
<br />Ia' ly Ir Ir " (top) I ! i -1- T I" 21-81 SON. PAIm UNGTH I -L 0
<br />i I , 4 1 , AT ALL MOUNTNOS "
<br />+46-45 13' Ir ir 13, XM04 >+45, -45 13" Ir I 3-1 1 r 13, 4w (ionom) - i . f �__ 1/4'0-20.1, I I . ---- � 1 ------- a I . - _ q_______._ - f __ .... L. _ 11
<br />OR lot 1114w - i __ , ' *14 - - _44& PANEL LERM 0 V PANEL LENGTH V PANEL LENGTH C__ -.1 � -
<br />_
<br />, 801-IS w � I ..; �
<br />I ,/ S.S. � - j . � I .1, �
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<br />I 11, AT EA OVERI , , " I i I i ON � �i : (SEE ELEVATION _
<br />LESS 13" Ir 13' Ir 8 1/2' Ile (TOP) In -75 13, Ir 13, Ir IV Iw (lop) � I � I v- I - � : 4 1 � I " - I 1 (SM ELEVA11ON t��� � (SEE VXVATIOX 0 , I
<br />- . I i I I . I I I j I* MI,,. � EET 12) 4 _____� ON SHEET 12) 1 ON SHEET 12) 0 1 ON SHEET 12) �% ,� j)
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<br />1. 01/4 IW (BOTTOM) I z � � 1 1 i . , I . 1.111-, I � ________i
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<br />a 1/2, 6 1/2' 6 tlr a lIr 2W (10P) 61/2- 6 1/2' 6 1/r 6 1/2- 1 6 1/2* 21V MM � _,�_�__.,___� � I ; i TO GLASS, i � I � 4 i ! . . ,
<br />, f � � . I i ! I � TO OLOOS. I ; � -
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<br />6 1�4* 1 1 1 i C I � I I I , .
<br />12 1/2' a I/ 2N WIT,-) >57-0- - 6 1/4' 12 1/2* 1 6 1/4' - 0071T:-) >5`--W I � I 4 z I i ,
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<br />6 1/2^ 6 1/2' — : � i i A c � i i 1 V2 i # I
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<br />4 11/2 7' aw Wiliam) I 5" I 5 I/ SIN mmumi [ _,!_ w____L� - L - - - _1__J _�, I—- I I i I � ;) � i , . �� ,
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<br />a I/Y 4W Tw�rm) 13, 1 ic' 4W (WITOM) " �, L - � . �-- L __ --- �- - , , , I ; E�6�* , I I E, .* i -
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<br />SEE TABLE #1 SEE TAME jil FOR MAX A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS 1.1 , i , i i i ; I �
<br />MR MAX, A.S.D. DESM LOADS & MAX. PAWL LENGTHS WHEN SPACER 0 IS WAEN SPACER ip " � I PANEL 8017010 w L 0 � a 12 vrwI i -
<br />I I I -A __ - . I i i I I - _\7__17__ - �,� �� , 7z o,
<br />USED, CORRESPONDING ONLY TO - ALTERNATE 2W ON SHEET 6 1 i _� � i t- ! L I I �, -
<br />I * USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 I I * o.m.,(�). IJL� � i . __ __._.A._____...__._._J � cc I � ! ._1._L_ i ED _L____J *__1 �
<br />: - 1� - I *.- , -� . _�: .;y
<br />-i Q - I � 3/*1 1 m -I I - L�___l - m m� .., , ".. - - ,
<br />- . .
<br />- 1i W, -, ., I EXTERIOR �=__Nc NUT AT L_j r- w __=-Ir - - 1�1 . . 1�_ 1
<br />�
<br />. � LEFT PANEL RIGHT PANEL 3: 1 INSTALLATIONS ONLY ., 11 � 0 2 1 O-CL . " *, - ft: ILI � z_ -ra
<br />lag &I A R-IA/13, R-2A/11 R-3A/14. R-18/13, R-20/13. R-30/14� I M01.11 SPEED UP TO ITO ..p,h. 4 . � I �: -
<br />1, � = Lik, I VAL* FOR "I'll I L/44- -4) .
<br />-IAW/Ir -2AW/15. R-3AW/16. C:0iNAJ6-CON O.C� /4-0 TAPCON 1/4"O TAPCON /*'O TAPCON &.- -_
<br />MAXIMLIM PANEL I 1*R .I. R � 5. R-39W/16. i r I I -
<br />A.S.D. OEM LOAD I 7 ANCHOR 0 S* D.C. � I
<br />LENGTH i_______________ANCHIRH5 (SEE SECTIONS & ALTERNATIVES ON SHEETS 13, 11. 15 &ifi)--------- i I I 0 91 01C. I ANCHOR a v cc.
<br />1/4- MAX� CAP 'I EXISTING POURED COINCREIE OR --?= u - 0 CONCRETE OR ��_ DUSTING POURED CONCRETE OR - 'S - (3 -�p
<br />ONCW
<br />SLM CONCRETE OR
<br />40 PSF OR LESS 61-8. UEE SAEM STORM PANEL I. ELEVAIIQN (t) -7 F _rGNCRErE BLOCK FtEOWRED. REQUIRED. L-Mm. REQUIRED, 'ZONCRETE BLOCK nWRED, _wl = -
<br />SCALE I/r-l- i SEMON, JL-2A w _T - Z
<br />7 40 PSF TO 50 PSF W-2- 2.Wr I ]!mAAAjmmLLS - 5; 0 uj
<br />I IT REGULAR (IM Wl�e q) REGLILAR 0 REGULAR PANELS 0 MMMEL 0 a MoOkANEL 0- 4�
<br />. . STORM FARM _ �-! OHOLE VALLM If STORM PANEL I
<br />50 PSF TO W PSF 51-10" / 00'", , / I
<br />. i C1w i .
<br />�
<br />E - ___ �___==_= _ ---------------- - - - ==============_ ____ A- . �___ � -------
<br />11 WAII U61imMum. W&I I unlIhmull-4t
<br />. "I 41 ji �
<br />I t C, .. *11 , SCALE 3/8-1-
<br />A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS I/*- ; I � ,..7� .. I/ SCALE 3/11� I' 'OttomwA,
<br />W1 PANEL MATE MAALE ID OR PANEL MATE PLUS MAX GAP, .- 1 6- " -1 IV i ": - �/14 "
<br />W/ " ID-F-04,00N 1/2* O.C. , /,r \ i -. I ��s ?1� t ,
<br />.. ,
<br />`
<br />ANCHORS & SP . .==- ==�____= - ------ ==� i,�_=z=_ - - � �____ ; PIZ-:__ - 2 xl__�_ 11 ==__==� iL/ r I
<br />00,1'�� 1k. Tj , . SEE $HEM 15 & 16 FOR ANCHORS ANGIM VANE ____L___1-- W..-
<br />I : 1 167 ' I ,�SCENi��%p
<br />2. '.7!yt, At \ - �,
<br />., = I -
<br />- * ' . I : * :*= TYPE & SPACING FOR INVAUATIONS INTO NO. 44167 . I =
<br />* , * = WOOD RVX BUILDINGS,
<br />.. E .... FLORIDA BUILDING CODE �Non High Vslocl�ty mu cons Zang) LIFE SAFETY PANEL . .ql!A� .- z FLORIDA BUILDING CODE (Non nh Velocity Hu cons Zosiafl MOM" ANCHOR SPACIM AND MiNAAJM - ww^ NOOK V#AW 0q 3 I * I FLO BUILDING CODE (Ron High Velocity Hurricane Zone)l
<br />E : I I., I - IDGE DISTANCE W B = * . ir :*E .2= IXMO, INC. r1A.
<br />Mm TXTM W ". �.. 01 .& 21-Z 01020 TwmA INC. F�P. MAW INDICATED ON THIS A Ta, " -0 -
<br />3 : 44161 *. 24 GAGE GALVANIZED STEEL STORM PANEL DUN all WERIOR Mik ..."v 1� 24 GAGE GALVANIZED STEEL STORM PANEL Ow" BY. SCHEMILE. F F 0. UESS INAH INDICATED == lft_.W SSSk W 3 � 24 GAGE GALVANIZED STEEL STORM PANEL am" ft
<br />ON SMUUE REDUCE ANCHOR _0 ,, STATE OF ..", S
<br />'*1 . ` I i� C . " -
<br />j** III . __ __ - �1111 ;T/v—l.m __ __ - - Amft am am= = "BUNA" S - _. 114 ______ GLOBAL PROTECTION PRODUCTS, LIC. 0/-"�'-
<br />,,, ew. 4" Sit 5 STREET �m S.W. 5 arm MR Ties womm To, BE POSMU, ,1/2- .JS SAM
<br />I RUNAID SPACING OBTAINED tow - -"I L &g.R"mo & g=% mtbr= 4SGS ". 51 Sww
<br />.. GAVE. IL. 3XH4 2 1/2' 6010, DAWL n- 33314 20-175
<br />. 1_4� PHOIX. W�ISW_734k AM- ("4)M-ffm 20-i75 SCALE 1/4"-i' (W)OW-IISIA, m, 0144)640�8711 FACTOR SK4LL HOT K LESS THAN , � -2-il - .,
<br />I .,,��-. ,=::_ GLOBAL PROTECTION PRODUCTS, = 0"100 GLOBAL PROTECTION PRODUCTS, LLC. SAW ScHmku By THE FOLLOWING rACTOM
<br />lk * 01 ��Fr_ a.m. - Z 11LIEC0.7\ ,---", �01 E��� /T ME C —0. ,.. \
<br />m.. .
<br />� O'. .." 4
<br />". RIw,.-.,$ ,
<br />_\ / � __ — � I , -
<br />. ", - .... w - ,pw - � (9641649-7343, M (154)NIO-87117
<br />� ,�,,*,:;,G;% � 7/7 ammm w M-1 - i - 11 - I - DWAM ft -
<br />� X WMA" SPACING INDICATED FOR EACH 0.0 y ,r--
<br />_ ck-ODOV719 ANCHOR TYPE ON THIS SCHEDULE __1i:_ ...xzr -.1 - I r, IWASIN; -
<br />an US% mk_ I I Pz SEAL/Sawn'SEIDAIE *=!�j A,.. RE P4 w^1SNNAlm,mATv CA-warlig I, I :::R li I
<br />� . . I I - - -1 pql um a-, t%" ; f - -1. FE91 7 0`3 or 15.
<br />'+"I-o" I i . - .1 . I I . . I
<br />I . . ; SNOU 11 01, Is SHM 12 or IS I WALTER A
<br />-
<br />INSIALWIQN D ILS EQR LIFE-S&EEM INS UATION QUAILS FQB LIFE SAFETY PANELO) -
<br />INSTALLAIION DEMILS FOR UFE SAEETY PANELnl PANEL 0) INTO WOOD STRUCTURES
<br />INTO POURED CONCRETE 98 CONCRETE BLOCK STRUCTURES INTO WOOD STRUCTURES
<br />1�
<br />''
<br />'' ��
<br />,, — Y1177 T� -�,-[ - I, 4� --,,, .-- -
<br />1/4-0 TAPCON _� _ , , " I ___ -7 `�-T-7 � 7
<br />-
<br />�� -\ �Tl� /-T! I 1� '1� , �� 71,17 1'��_ F11 �
<br />t/4-# TAPC 9. G.r Z/ � i � �, -, - I . �/ 7,� -
<br />It. - r- ANCHOR a * a.r �� z 1i . -7;jg%6:TG`N / I _v. a- WOOD HEADER � '/, --- 11 � ` ADFR __,� ___�
<br />.. _
<br />CWTS" 9* IL - i f Cr �,
<br />CONCRETE BLOCK CONCRETE SLOCK � _ffewmm -j!DOD HE - _V HSDER
<br />I : REGUIRED >< t-
<br />RECILARED. REQUIRED. I �! // _1 I I 1_� �� I I T-1
<br />'_�_, i- � - Cn
<br />I , 52 � 00j"ER � I
<br />.1 -90, -
<br />� �< , � . _1�_j
<br />/_� I I I
<br />I � � - - 41 i TAPCON �
<br />/ , a ot r D.C. / � " : � 7 : rt a, O.C� x I
<br />_;�4;jr=" IL., ,_ F, - 11/4'0 IA" �4 -9.".T '.,r C.C. '=OR -=ON L. (1)
<br />I I . S' %, 11 -, � I
<br />_(i) 2 �, �/ ,,, — _ \ "\1 � � \ \ 4ro �
<br />_jj . � , �, I I - /Z - \ I I � � \ 1 � -;= 01C.
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<br />- ( � /\ / � \ / - � / , / I .. , 11
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<br />i �, ly" , .:� \ r__(i) - I . _-1) \ � 1, /
<br />------,-i I / fi �/ -a--- � I w - t- � " __(D � I
<br />� 6 " I 11 � - AA � ,'/ \ / - \ " �
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<br />1 1 1 � " � I/4' 1�1 Ir � $/4* Im �, I- Ll�_ I 1/4' z /�' /I �, 1/4- j - \ A 3 I (D =
<br />___ I I— I i , � /'i\, i i " x I � A - MAX- A j 1/4- � \ _AG = . lI �44;
<br />. ; - I . MAX 1 i
<br />I I I I � /, , ;/ / \ / , 2- '� ,'; � , --I I �7 77 1� -.� _+__0 U)
<br />i , 1, \ I / � i . I
<br />I I / i- \ it �.' ------- I f , /T_k
<br />I I i / , \ I -I 1 /4", � � _� / �� / 2� � I - ____I " , ; -------- i
<br />T i I 11 MI11 : 4 ,
<br />i i I I i I fli - i /I 7 " i I \ �_, i / � '� /�,,� / I \ / ,; : / wir \ � I
<br />I I I . 11
<br />.
<br />I I I 0 1 i _0 . , ,�L I ,�. =Ljr e� I � / NG� 1411111 i \
<br />i � I ." � ", -� I [ �11 � i � ! I I i / I - i � / � i i
<br />__ - ' ' � I i I i = m
<br />' ' - "' -i-E �
<br />-1 : __(1) J-%J-.,- i L42j= I
<br />10 i i I MU -ul It I 4
<br />, I TO GLASS. LEj.0 � � � I i
<br />$MIS ! � 8 i I-
<br />A, a 11 � a , i >
<br />__ 11111. k " I I .---- . I
<br />I I 1/1�w* 1� , i I I i - I j: I 1 __(D
<br />zuG._.__ .... _1 �_1_1 . - xj� - - � 0
<br /> I 11.
<br />I "' ___ � A- 110-2w, 1 --- 1'*_iiv 1 4*.-gftl _ _1' I =
<br />/. I I- ILI 901W111 � a It I . I '_�__- - , i
<br />___j =.".:*r4, ; / I ; ", _
<br />I VA ___ i itantai _ _ i I _0�__ - �
<br />i.- V . I
<br />I
<br />1.11, -t- � __ - - -1 ! i A�'N - I I CLASS _:__ - I I - ;6r.-Zwl _____�' - �_ , 17-1- - 0 Ek MAAS` i 0
<br />,
<br />"a mpq =1q__ - I _ _ _�;_,_ _ .11 i gxp� .
<br />y - -'I- - - �- ___ , i I . - a ___�_Vok �- mmi - __I mim - _n =1 114 �_ � -_ --.-I- 9 m Plot*- - " 1 , .
<br />v V I I j L_
<br />i � I PANEL LENGTH _11-1-- S' PAMI. LENGTH 0 ! IV . Ill i - 0 /- - �-,, - I vi:vx `V`__ - _wl ]i . - �
<br />. . � j " i =_n�r it 11 ' PASIS, LIDA711H 0 . � 11 =90.gtor�-o - -- --- !
<br />ff_:�=If� __ (SEE ELEVATION It F 4 - - --- It- r Y__ -_ _.� ev W. �1_ PANEL LENGTH a - I -1 'V MAX CL
<br />I I,SmGVIr a I (SEE ELEVATION 11 11 ; ] W'X. I 41. LENGTH
<br />I , ON SHEET 12) - ) 'V W., ' I (SEE ELEVATION u . ____ v /
<br />� � 4 -A � I PANEL L84M "I 1 ON SHEET 12) ,I . PANEL LENGTH a i 12) I PANEL LENGTH -
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<br />Ha I � 4 2 (SEE LIEVATION r . � 1 (SEE arwmm � ii i (SEE ELEVATION
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<br />�_�= - ij .,O,.. STATE :0 - DESIGN i *.1 III i *� I STATE Of .,Z/ PRen, ft
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<br />____ !_,_1r___ __ 0-m I - - 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD ik 4000 S.2, 51 Stmw - LENGTHS AS PER ELEVATION ON SHEET 12. 11LIECOme. GLOBAL PROT SAM-,
<br />- - _ COMPAVY * 51 StRW
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<br />- WOOING N..� ..... 092-7546, FAX' (w)"..7 20-175 4#011100141, _!U-pt-m PRON14- (04)W764a, rM- (04)M-SM 20-175
<br />.__ -31 ... DENSITY OF 0.55 OR EQUAL. I ..,.,:1�4 _- �t��, MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC - .
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