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<br />SECIION I MU& Ir-40041,M �MACPIE ORIENTED
<br />SCALE 3/&-I.
<br />NOTL MUWDN 'I" 0 To OOTTEAA OF OPENING
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<br />SCALE 1/1'.1, M zwl I SCALE 1/011,
<br />FLORIDA BUILDING CODE
<br />INSTALLATION DETAILS FOR REGULAR EANEL_S(___1',', & ,3,U
<br />INTO EXISTING WOQD STRUCTURE5
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<br />(SECTION AT TOP IS UM TIED TO +55,5-67�0 MAX, SCALE,. 1/4' - 7*
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<br />I� INSTALLATIONS ARE ONLY VAUO FOR BUILDINGS WITH A.S,D DESIGN LOADS A, 714t;;�,, SCALE: 1/4' - I*
<br />... ... " -11,
<br />UP TO 455.5, -72,0 p�IJ, AND PANEL'S LENGTH UP TO 8'-S' � . r,pNs, ,.- -,- FLORIDA BUILDING CODE (High Voicolly Hur acne Zcne)j
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN Z' 11
<br />PINE NO, 2, W1 SPECIFIC DENSITY OF 0,55 OR EOLAL S : = .xw `,111,00 INC 1p.w
<br />= : No. 4167 - z 20 GAGE GALVANIZED STEEL STORM PANEL DRAW , I
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<br />,,.;,. ik' --;-- IL ECOits, \, - CALL,
<br />._ 7, � O.'L 51 arm
<br />TTO mOUNTINGS CAN BE 'so v, - - �
<br />lop & 80 M ":. . - � , ?-� PRQVR� taa� GAVE, M =11-mlaaa-m? 20-176
<br />�,
<br />COMBINED , / _.. - - -,_ � AVAR"Ve. n .1. )6-7N5. FAX
<br />IN ANY WAY TO SUIT ANY `,,,fs.k' -...- c-101, " Neat - - �. .. P.m _ OIRVNV MRV,-
<br />INSTALLATION, - ".
<br />CA-_ I
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<br />(VAUD ONLY FOR PANCUSCO& 6JONSIALIATIONS AS PER SECTIONS I THRU 7. ON SHEETS 4 At 5)
<br />MA,(AAA, As 0.
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<br />SEE S4QYa LO Vo It MR ARCHORS TVIPE III SPAVEWV FOR OERALIATICKS ONO WOOD FRAME "U'Ll"'
<br />MAINUM ANCHOR SPACIROS ARE MIAMIAVA WERE OWN= Aft WICATOD ON THIS SCHEDULL FOR CO. LESS
<br />THAI, WDICATED ON SCHEDULE RUNAGE ANCHOR SPACING BY 4AADftYM MAARH On 51C.EWLE Or
<br />TIC F=WM FACTORS MR THIS OPMARIOR To BE PV"LL RIDLICED SPACING OBTAINED USHO FACIOR
<br />SHAUL NOT EVE LESS THAN MORMUM SPACING W.I.CAND V`OR EA04 W-101? TYPE AT ONCHDAS UEQEVD.
<br />ANCHOR rmE
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<br />FLORIDA BUILDING CODE
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<br />PANECS LENGTH UP TO 12 . -4'
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<br />NOTE FOR COMBINATION OF SECIMNS
<br />TOP & BOTTOM MOUNTINGS CAef BE
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<br />I � � 1 : � I -I ON LIFE SAFETY PANEL 1- icumma-t-l---a�mu-w6u-m%w-=Nwmhg, _wmk_v_� - C.-f --I I To = i - I . 1
<br />� i AREA W/hO LIFE SAFETY PANELS LOCATION OF LIFE (SEE NOTE IBELOW) , SOVAMTKIR 1 _ I -6-0
<br />L-A i - - -- - i.e REGULAR PANELS W1 OR --- SAFETY PANEL - � "IL IAPCON OF 70-GRP CAUFIR FAIVELMAIE FO.11 0 PMV% APPLKIMPLE TO �. _nk I r� I � __ LED GLISS .1 I ,__ -
<br />I a I 'OR 01- . 1� I -I
<br />jv�__! L� .- - , I I I r *.- ED! 1 0
<br />W/O REGULAR TRACKS (SEE NOTE I - __ - DESIGN SEcnONs f a MAYVMUN P041, r � ED , ;
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<br />_". , , -�, e��:-� CONCRETE G,,,M,CONCV I Ear __ I I
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<br />�, , - - - �, '. � � � CURICRIETE COW EYE CONCRETE _m I I - � 1-: � .*.� a =
<br />- , . SHALL BLOCK SLOCY at= BLOCK SEE SHEET 15 FOR ANCHORS M & SPACING MR flaTIKLAWNS ROD WOOD FRAME BULGING, I--
<br />'- I - _,'�"_�, 1'1_1:.��,,,� 'a To I to - To I I 10 � , Comaw" LENGTH ,,, (k) I - I
<br />_R, COMICRE OF THEM �
<br />__ I . � .1 I LIFE SAFETY PANEL OPENINGAS -El __ _� T i 2�, � 1 OR I .
<br />- -
<br />CWRETE AACH ." /I _< , ". , BELOW, * LAST PANEL &LP RE INSTALLED I POOmw TO I�
<br />ISE scmEwu oH I I/ - I 11 EDGE 1_1 SLAR , ALWAYS D FLATIM f_ - niv ___ M"N" ANCHOR SPV`CMS AND MINIMUM MM INSTANCE ARE MPATED OR IHIS SCHEDULE. FOR I ! - - - I (1)
<br />11
<br />S-EE7 1 -) PO,,Rm CoRCRm_ �� � 11 OPTION J1 FOR LIFE SAFM TORM K PIL M E U NOENDED 6. ED LESS � OVIDICATED ON SCHEDULE REDUCE ANCHOR SPACING BY MULTIRLIIHO SPACING I I � EQj I - I m &�Vl CO I I I � -0
<br />W CO.O.) TO FAC PMSTOA A%NREMFI HANDLE G* N/A N/A N/A N 5* A 6' 1 h/A I AV 2 (TOP) . Iwi , -� - -- - ��
<br />- "I. REQUIRED / , s To or VITIATE a' 9- I - ,t/ i I 1� C:
<br />. __ Eaf �
<br />I PANELU & OA OF STRUCTURE 7- 9 91 I a- _000ED V �1_ __ - 1. I I __ - _�� � ",
<br />Cc, INSTALLED OR REMOVED FROM IN&DE
<br />_.ErE ANCHORS I -t +55,D. -72,0 -9- a. 9. '. I (BOTTOM) . - - LESS SH640I ON SCHMULE By THE FOLLOWING FACTORS� FOR THIS OPERATION 70 OE POS90LE
<br />Ism scHmme ,-A RE , AGING OBTAINED USING FACTOR VOLL NOT OF LESS THAN LINIMU4 SPACING . I . �
<br />'. I"DICATED FOR EACH ANCHOR TYPE Al'ANCHORS LECORK). � I 1, i .am PLATE
<br />I
<br />SHEET'.) I. - IF ELEVATI911 N/A N/A N/A S' I N/A 6' N/A 5" I N/A I 6, 2 (TOP) 5._W To ?,_S_ `H - I 11 11 . 0
<br />�55D -72D - � . " - f � I I � , i RECURRED
<br />WALI, MOUUNO NUALWIM NAI INTING INSTALLATIO, SCALE 3/32--i- 9. --- - 1. i/A-o I/.-. L_
<br />5� g�, 1, . i I �
<br />S. 9. I 7 '12- ;r I (BOTTOM) I AMC" TVPf -?,To - _L� ..-Y117V - f - I - I' I - ,, WOOD PLATE I , � i
<br />__ � '. meemmor mamcm, - ,,,, - � � �_ i i 11 I - , ___.iI_. �� - - REQUAROD -
<br />-
<br />I/.* @ @-� * D --v - _�J_ -7/A N/A 6' 1 N/A O' N/A ! N/A I & 2 (TOP) 111 - 1"C'N ,, `M`_w FTMAU� 0 1 � � I � ) I V ;
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<br />=_sflc� scm-f- vit. = r - SECTION 2 SCALC� �/B* - I' � � QN, - - , ISS, 1 Ir . A .1 �, - . I I I .. w Ammat", SPIVOfm 4K) ,I T a a I � ______J _ - m 0-
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<br />END PAI - -, " A;mt;k�_E.IAL - Fxmm I �� fl
<br />I LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) -71 t! , � 0 (1)
<br />OR AS AIR INTERIOR PANEL. (ANY PANEL LOCATION IN BETWEEN qELS)- rvl�' / . P.-S LOCATI mme - i-, L i r�, �t '
<br />RECLIA 8V r. . " ELS ��, .-Vx/ JWD"QUNLONMQ��-mu�m-A--E&---,I-I,T--! - - - - - - � - It!*- O-C� W1 1 1/2' m
<br />LIFE SAFETY PANELS WAY OR MAY NOT BE INSTALLED ADUACENT TO R PANELS IV 7-Imp... � REOLMOD � i
<br />SEE Halt ') _., - - t,�eY _ . ___ _ ; '' I _"�"__ - , ___', - � , , I ., ,�� MV, lt,==
<br />- - I I *6 Q OR U)
<br />�L
<br />(w/ OR W/O REGULAR TRACKS.) - w FROM TOP OF "O ca. mm a s - �. - I 11. - __ -1 - . I � , - 1�_ " OZ * GIG OR
<br />- - � I
<br />SDI WE I (Sw a 5/0 -,* mm too a APP,1,18MLI - - - __ _ - - 1 1/2 �T%rTV,S`0`N` A" ICU
<br />MAXIMUM A. ;44�> IT 181!1 I. - I - - .,. - ��.. __ - . I
<br />2 LIFE =.E.TOR HE CONSISTS OF 0 039' GALVANIZED STEEL STORM PANEL AS SE00N 8-8 ac'm CAVIN __ MA"MUM 'A'11r� r - L. 0 /4-20 PVvACmATE FINALE 0 OR ALTERNA11YE WOOD FRAME CONDIDONS & "
<br />E 6PA L r - - PRESSURE M;�M CAIVA-IN ____.j&R LRY COMBINA1101 LENGTH %* (I tl� Iv,__ - . - I � - __ - - t , ____ , 1_14- PAINELMATE: PLUS 0 6' 0 *"I I 1�. WAVE- 3/r - I*
<br />S14EU 2 0 DRAVV 6 J�� "'VIIIIIII101 � -
<br />PER IF BE REMOVED OR INSTALLED FROM THE NSOE OF SCALE 3/32 -V I ILZI 3117' -- -_ 1IRMADED PEVETRAPON To' .�
<br />THIS PANEL ALLOWS ITSE To .!= �EOVI.I CONCRETE CONCRETE _WJ&Z� OF THEM 0" ?, N T "'n 1 j PLATE Rom SHUTTER"RIVEASNOMSIXTAPH'EfIcLmen, m
<br />__ P919RELE ,
<br />, _ . __ , - - - - -- - "
<br />.49.2 -61.5 4 7/2' 4 1/2- 2 (BOTTOM) 7 . , -
<br />STRUCTURE. 1. 3. -6 OR LESS 4m'_�. / "�. ",4111144#44"
<br />.
<br />�
<br />- "LOWITIHON", - - - - � 'V\tEtlj�`j WALL MOUNTING INSTALLATIO %
<br />-3- IJFEC=4TkgARE0ARES TOP TRACK TO BE COMPONENT 0 At BO.,OM TRACY, TO 1% 452.8 -66,0 3' 1 '. 4 . 4 . 2 (BOTTOM) 7'-6' OR LM ,, , .. .. \ , TIQlt w%.
<br />BE 5 SHEET 2 OF THI DRAWING. 111� ,�'N' JQ17%. Uj
<br />9 011�� - - � ; 3 1/2' 2 (BOTTOM) 7-6- OR LESS -Z ., .. Z_ ALTERNATIVE 1 i�..-.�,?\
<br />Ca PONENTID WAY BE INSTALLED WALL OR SFU00R MOUNTED FOLUDIONC SECTIONS I & ,_ �..� ......... t�� \ .1 No. 44167 - se ... =
<br />", V ..* \r,ENs,t "-. +55�O �7,0 2 1/2 2 1/2 4 . = � I , 2 SCALL 3,W - I' i_ `P
<br />I & 2 ON SHEET 14. , � = * t . 2 .
<br />2 ON THIS SHEEL AS WELL AS DETAJIJS 4�,�� .. .. 1/2' 2 1/2- 1 N/A p7--6- TO W-0-1 = . * . z t s 2
<br />. v . - ,55 0 72�O 2 N/A 2 (BOTTOM) . -
<br />_ - V:t a :
<br />z .11, c ? . � FLORIDA BUILDING CODE (High Velocity flu 'cons Zone) -, I - FLORIDA BUILDING CODE (High Veloct No come Zone) z : t FLORIDA BUILDING CODE (High Yelocily Hur cone Zone)
<br />- * . -
<br />4, Mm. LENGTH FOR! COMPONENTIDIs 16" z 41, :: __ N/A N/A 1 3. : r 2 (BOTTOM) 1� I.. .. - No. .__
<br />Me,. ANCHOR SPACING FOR COMPONENT 4D ANCHORAGE AT BOT, OM IS GIVEN ON = " No, * = - Il"Ica. HIC. 'I' 11T!�9_ �__,,Zo - . FP . - TILTEE", - <
<br />SCHEDULES I & I SHEET 14. = . . 20 GAGE GALVANIZED STEEL STORM PANEL h:!:V� .200 TILTIECO. z, - F,
<br />* *. 11 z oft"AN W+ S, -� PLORilov, .. 20 GAGE GALVANIZED STEEL STORM PA14EL IM .": ? 20 GAGE GALVANIZED STEEL STORM PANEL
<br />COUPONEN7 6 MAY BE PERMANENT OR REMOVARLL S I- - ,------- - _11 ,,--. _ - - ORHIN in: A711 � * '. of *L DMAPI W. z
<br />. _\ 07/20,11m / ___\ �. .. - _W-4-"��
<br />! � 'a � s xTE -,, 'a- I w1wza i. emSlAILAT*Ms ARE: OXL1 v" FOR WI MCS W11II A.S.D. DESIGN LOADS LP TO V� 07/a/mo
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<br />41me) �Iwl 3 saw I I � FOR NEW WOOD IAMIX COKSIRUcl w Waco MELIsm TO SE , " - ,� I / . Im so. SE Sam 71
<br />- , 11 GLOBAL PROTECTION PRODUCTS, LLC. - I INC. \ V&.Vu0RU_ PROIECTION PRODUM LLC. ISO,$. -12,0 PW AND, FAMEVS UNOTH UP TO #'-a' , - - - ' \
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<br />5 SEE OETAIL-S rGR INSTALLATION INTO WOOD FRAME BUILDANGS Of, SHFX, 15. � ovkw � ______ 1 4m $�*. 51 slovil "I _._ -1- � .`c ot_ - - - - 11LIECOme N PRODUCTS, I.I.C. DIM.
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<br />"I "'"' ALa,W1.411 *g=%O 1�110VAVOY or 045 OR EQUAL IOVI�=VCVHRG
<br />IE 5 SHEET 4 FOR MAIL APPULCABIE TO THE NECMFY FOR THE INSTALLATION OF _ aRG � a`Vv- � =11
<br />4,14 . 1. . - tsb4)MING-7545, Fa. (054)MIR-sm . . '. . .. (".).0-1501 00C (60.)"o-my
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<br />",f,y§ &�,�� � - It. 1. ,".*-. (va,)w-75�s� to: low;Iest-on, 20-176 20 2D-176
<br />SPACERS AT TRACKS INSTALLED ADJACFNT AND BEYOND TO STUCCO/WOOD BANDS. 01,1000 lim - CA-0006n. - - - - _t - 1-..m DRARYet, . .� 11 - I P")_`,M,, I - , . At I tw 071-1- 1. � (Am -.1
<br />Pe. S(AL/`SVWMPJK,1tAR .4,111I A. E - w PX_ Sm/51"tuft/unr ck-weal'o - _2t"_111_ _____,_.__ �-V,DNHR OYMRHII �.
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