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<br />1, INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.5.0. DESIGN LOADS
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<br />PINE NO 2, W/ SPECIFIC DENSITY OF 0-55 OR EQUAL
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<br />MAXIMUM A.&D, DESIGN PRUJURLMINra (p.s.f.) AND CORRESEQNDINg
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<br />B --- - _I __ ) Ep, LESS THAN POCATED OR SCHEDULE RB`UCE ANCHOR SPACING 9f MU`LnPL"IWG SPACING " =� � I . I
<br />'1108 Rm . i��" TO FACUTEATPER VITENDED N/A N/A NIA 6 N/A 6- N/A - . I
<br />SKIT ,I) - "Na"'", OPTION F1 FOR LIFE $�FETY STORM ANOU '. MINIMUM ANCHO SPACVV" AND LORRAIN CODE DISTANCE ARE VVIDIC11TED OR IH* SCHEOILU� FCW I
<br />- - --- I I
<br />C_ NIED CQNC`I� PANEL (1) & OA TO BE INSIALLED ON REMOVED FROM INSIDE +55.0. -72.0 9. 7' '. iF 9- - 9- S. 9, 9" 9* I (BOTTOM) � - - LESS SHCWN ON SCHEDULE By THE FOLLOWING FAINORS. POR TRIG OPERATION M RE POSSIBUL - 1� -_ i I - -1 I "I
<br />0, OF STRUCTURE � ;; I �_ 'L - I _ -, I I I � L I l�L 0
<br />(SET _j :�� ___ __ /A - REDUCED SPACING 0 ED .. FACTOR SIALL NOT BE UEU THAN VANTIAIM SPAOCINO � I
<br />eKOT .- 'IT INDICATED MR EACHOATANNCHOR TYPE AT ANCHORS LEGEND, , I I WOOD PLATE
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<br />�S" -72.0 -- =.- +1_01 TO r-61 L_
<br />WALL MOUNIING INSIALLAIM W" AND EME MOHnNO NUALIATION SCALE .3/3�--I' . 5 9" '. '. 7 I12* 91 1. 9 .
<br />QN-1 SCALf: 5/8' . I' SECTION SCALE, 3/8' - I' I N/A N/A 'M) L` - T I
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<br />F, Uft SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) I I - , ; ,§)�a, ALIERMILY-9- 3 ALTERNATIVE 4 0 a)
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<br />OR AS AN INTERIOR PANEL. (ANY PANEL LOCATION IN SETINECIN END PANELS). a �L=jr k�pm. ACKIN. EA Q= MV#M FACTOR i�.� ORATI �
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<br />R Sr TIONS p & MMMUM PAN I= - T/4--o. PANCLAKIE FEMME O OR
<br />T6PANEL CO 0 039' GALVANIZED STEEL STORM PANEL AS DESIGN -IAPCON C&,A-w 7APICON = .AIY'�;MSINATICI LENGTH _L' (I ""wiIII110f, , L, y - -, - - -ANSIMATE PUG 0 6 � Ox z 1 1/7' MIA. SCALE- 3/ir . 'I'
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<br />2 LPIETR =NFSTNO SHEET 210IFTDRAOINFING, SCALE 3/32'-I' PREMURE To 10 TO 'EI.L) __ 3 I , /r - - - - LIM __ __ I �aV _. . Pf."ATID" To ING WOOD
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<br />T41S PANEL ALLOWS ITSELF TO RE REMOVED OR INSTALLED FROM THE INVDE OF Of THEM TQ';;' ,= __ t - � 1.6- .,
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<br />STRUCTURE, A _g� �
<br />""01110041,00" .42.2 -61.5 3' 3. 4 1/2- 1 4 1/2- 2 (BOTTOM) 7'-B* OR LEM '.. tENSj...1eA. WALL -MOUNIING INSIALIABON "'MAIIIIIINt ... I*,
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<br />J. F YjM REQUIRES TOP TRACK TO BE COMPONENT(D& BOTTOM TRACK TO . I , 45,�, +52A -610 3' '. 4- 1 . 2 (BOTTOM) 7--6- OR LEW __ ` . it �. .- Ljj
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<br />"ZRIk2 _ 2 1/2" 2 I /2' 4- 3 112- 2 (BOTTOM) 7-6- OIR Lm ' � I No. 44167 ".. I ALTERNATIVE I . .
<br />C AS E INSTALLED WALL OR FL.00R NAUNTED IOLLOWNG SECTIONS I . ,�' +554 -71-0 I = = . . _w . I . =
<br />PER SHEET 2 OF THIS DRAM , IV, N Q/, ,_ -1 I -
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<br />2 ON THIS SHEET. AS WELL AS DETAILS I & 2 ON SHEET , �,-- \tENS�& `-:� - - - : :* = SCALE 3/6 . I .
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<br />Z,�iis .. -1 \ N/A p7'-6' To 8'-O-, = * 1* . - t FLORIDA BUILDING CODE (High YelovHy Hur loone Zone) 75
<br />. v - S �55D -72-0 2 1/2' 2 1/2- N/A 2 (BOTTOM) = .. - FLORIDA BUILDING CODE (High Velocity fi.r i�arts Zone) z :
<br />- .. 'Ll . FLORIDA BUILDING CODE (High Vel"Hy HU cons Zone) - , '-. __ = No. i
<br />4- M;" LENGTH MR COMPONEW(a)'S 16'L = . 140�4 - -. * 4+55-0 -72�01 -t-;--- O1.11 - - - FP . `MI=VG TILIECO. W. FA
<br />M ANCHOR SPACING FOR COMPONENT 0ANCHORAGE AT BOTTOM MS GIVEN ON = �, � M" .TEM � IZED STEEL STORM PANEL N/A N/A � r 1 2 (B ) �r-s- To s-8-1 �. n `=1c 03ECO, INC 20 GAGE GALVANIZED STEEL STORM PAWL - , 20 GAGE GALVANIZED SEEL STORM PANEL <
<br />It 20 GAGE GALVAN FT. D': � �t; * ., *a I
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<br />GLOBAL PROTECTI . GLOBAL PROTE am +S� �20 10 AND PANELS WIDTH UP TO A'-r. 0 DES " 'p. - -, q pp�,-,-q,41 `------- ROTECTION PRODUCTS, L.I.C. "'
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