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<br />I _____ END QLQSURES DET _____ ---
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<br />AILS FOR INSTALLATIQN IN POURED CgL&REJE.
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<br />MAXWMAL-AR5,12. QESIgN PRESSURE ING 6a.s.f.) AND ORREMONDINQ MAXIMUM ANCHQR SPACINQ
<br />STORM PANEL (TIINSTAL"NS INIQ WOOD 51RUCTURES
<br />(VAUD ONLY FOR PAINIEL(DiNsTALLATiONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7)
<br />MAX. A_$.O,
<br />MAXIMUM ANCHORS SPACING FOR E,O, - AS SHOWN ON SHEETS 0 & 7
<br />APPLICABLE
<br />,
<br />kWjMVM
<br />DESIGN
<br />PRESSURE
<br />RATIN
<br />ALTEMAIT,M
<br />ANY
<br />CU
<br />91144TION
<br />PANEL
<br />LENGTH
<br />. L.
<br />-
<br />I - SCREW
<br />PANRMATE
<br />PANELMATE
<br />WOOO WSHM
<br />(P-IG
<br />. I.
<br />.
<br />OF THEM
<br />(ft')
<br />-
<br />13-
<br />137
<br />137
<br />1 W (TOP)
<br />___13:__
<br />13*
<br />_____13:___
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<br />17--
<br />73�
<br />13-
<br />Is (60"awl
<br />__
<br />6 1/2-
<br />- -
<br />6 1/_2_:1___
<br />6 1/2.
<br />6 1/2-
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<br />2W (TOP)
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<br />I USED, CORRESPONDING ONLY TO ALTERNATE 2W ON S14M 6 !!=- IS
<br />MAX, A.S101
<br />_____
<br />MAXIMUM ANCHORS SPACING FOR F-D. - AS SHOWN ON SHEETS a AIR 7
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<br />_____
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<br />ISEE TA&LE #1 FOR MAX� ALS.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER 0 IS
<br />I USED, CORRESPONDING ONLY TO ALTERNATE 2W` ON SHEET 6 I
<br />JABIX
<br />41 A
<br />'
<br />A.S.D. DIES" LOAD
<br />MAXIMUM PANEL
<br />LENGTH
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<br />I.-B.
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<br />—
<br />V-2.
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<br />6 MAX, PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
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<br />*QICATEB 0 -SCHEDULE REDUOL ANCHOR SPACWc IA
<br />MMTfPL"M SPACING SHOWN of V-NEW-1 By TIM
<br />POLLOWINC FACTOW. FOR D46 OPFRATION -,O HE POSS431,
<br />REMJCED SPACING ORTNNED U 'ACTOR SHALL HOT BE
<br />LESS THAN MWAUW SPACING, INDICATED FOR EACH ANCHOR
<br />tIn ON THni SCHEDULE.
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<br />1/4*.
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<br />DESIGN
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<br />(P..0 ')
<br />MQUMUM A14CHORS SPACING FOR MIN E.G. PER SCNmLE BELOW *
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<br />-
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<br />A MAX. PANEL LENGTHS ARE ON§ VALID FOR INSTALLATIONS
<br />W1 SOLID SE7 ANCHORS & W1 SPACER AT 12 1/2- O.C�
<br />- - - . - -- __ _ --- ---AVCHORS (SEE SECTIONS & ALTERNATIVES OR SHEETS 13. 14� 15 8,161---- , - ------------- - - -
<br />.
<br />; 3- MAX, R-IIA/13, R-2A/13, R-3A/14. R-1B/13. R-20/13, R-38/14, !� MAX,
<br />� I- uw- *R-IAW/15, 9-2AW/15. R-30/16, R-IBW/15. R-28W/15, R-30W/16. I � MIN. I
<br />D.M..(�� I � -
<br />__.— __ . , —
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<br />I � 11) I I c
<br />. (D /
<br />I .
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<br />� � REGULAR SMW PANEL � I � 1 REGULAR STORM PANEL I 0'-S' 0 +40.0. -40.0 p.s.f,
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<br />� � � I
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<br />I ---- ------- � . - - -7 - - -1 - ----- � --------- I ............... .
<br />� I I � .d( --------
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<br />LIFE SAFETY STORM PANEL I � . 7'-S' 0 150.0. --S,LQ p�r,
<br />. � � : I I � �
<br />.
<br />, , - - LL I - . - � . - (W/O OVERLAP NBC, PANEL umm lum)
<br />__ . I - I I 71-
<br />I 11 - k - -
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<br />. I A' � , I L I I -1
<br />I I
<br />7,1AP, I � L � _ 1 - [ I - ' 1 ,;;:�A USE 2'--B' MIN. PANEL LENGTH
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<br />I ; I I �
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<br />, � ; I - LOCATION 0 LIFE SAFM_ I _F L I
<br />. I PANEL ZZOM CORNERS t_ ;i � 0 � I �� �, , H I
<br />I I , i I I i . �� I 11 1�
<br />I I � 11 �
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<br />-, Iz/ RNNG I WING NUT AT ,
<br />NUT AT, EXTERIOR �- ,
<br />�1; 1AR I LEFT PANEL [* i PANEL ,I_ w: I t INSTALLATIONS ONLY VAUD FOR WIND
<br />" MIN. R-IA/13, 9-2A/i3, R-3A/14, R-10/1.5, R-29/13. R-38/14, 1, fm.� I SPEED UP TO t 70 rH p.h. i
<br />RM%
<br />�
<br />+
<br />A-IAW/15, R-ZAW/15, R-3AW/16. R-IRW/15, R-20W/15, R-38W/16,
<br />___ - - - - - , - - _ - L -ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13, 14. 15 8:16) - , -- --- I 1 -
<br />,/*' AAA. w
<br />'�' LIFE SAFE12( STORM PANEL 1, ELEYABON (t) - � 7
<br />- , SCALE 1/4--l- �,
<br />C1 ) REGULAR 2�687' . .
<br />-1 ", mAi"AP-t, Wt!"', WE`-" �11 STORM PANEL
<br />-:� REGULAR
<br />I, STORM PANEL
<br />,
<br />".It"Of.." .
<br />�_'_�_21 alt- - - - - - L --------- � -------- - L - --- � - %90 ---------- _ ------ � CA-0 N, _==�� =� 11 � �=�--_ -4
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<br />11Y, 14U Icons Zone)
<br />I I I
<br />�... - Item ftt, 24 GAGE GALVANIZED STEEL STORM PANEL F�pl
<br />,.� !10�,
<br />EXIE8108 !� DRAfO9,`
<br />....
<br />- i%
<br />-----\ GLOBAL PROTECTION PRODUCTS, LM —
<br />. , -
<br />WE
<br />"
<br />- ,_.� 11 . I/TlLrECO...
<br />SECTION A -A , Tun usned & Com"mma coupm� MIDD S.W. 51 STREET
<br />ONAL CL AUI�
<br />D -%:I- - ."! ... A.'NE_ ("Rea-mm F.- (w)".-M7 20-175
<br />SCALE 1/4'-I' -1 _t_. - " I.!, - , == m , -
<br />7/_ - -
<br />I C,_ i - ,_ DRNON� .:
<br />F� SE./So Tr *ALTUR 11,11T temrr,� . Is
<br />,
<br />-JR-0-m"'M ,w ;, 1 - - IF i . i I i
<br />I
<br />--------------.------- -_
<br />INSTALLATION DETAILS FOR LIFE SAFETY YANEL /,�_,
<br />_U)
<br />TO WOOD STRQQTURE�j
<br />. . I
<br />�
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<br />11 I . - �111�__ _: - - �
<br />a � - - - __ I - ,C_ - � � k Lj. PANEL LENGTH
<br />� I f ,L7 m. � I I. Lt..- -
<br />,4! _; . �: _4-: � - PANEL
<br />� I 6 I � [SEE ELEVATION
<br />� � I It I . (su ELEVATION * PANEL LENGTH If 1:11 I ON SHEET 12)
<br />!! ... � PANEL LENW�4 I ON SHM ;2) 0 - I � i
<br />� I I _ - L �� f 7 � I . - ELEVATION I I - , - A---- --I
<br />- ' -, -Ij --- -4�r - !(SEE Et'EVATION 11 I -I I ,!L, �, � (SEE
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<br />11 I- W : I ,, - _-_,0` -_ - - - -- I -- 9- - SEPARATION - - ------ -_ _ - - I— I
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<br />:1----TAM 11 - I � -01 L/2 11 I' M;� - I , " To GLASS- ! # �_s um I- W.. j
<br />GUT
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<br />I I - I I L/2 u TO GLASS, - I I -A I
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<br />=I- . CC. ` 4- j r
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<br />AIJ n R-jAw ALTERNATIVE R-IBW R-2ff AL R-28W
<br />W
<br />0 REGO PANELS 0 LIFE SAFETY PANEL t PANELS 0 M FAHE
<br />WALL MOUNTINGS ",HO"RaNt", WALL MOUNTINO
<br />ScALE 3/8-1- 4 SCALE 3/8.)-
<br />0i p, T14;N
<br />0,;;,>�' ..--------. ,
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<br />4t;* ,** vc FLORIDA BUILDING CODE (No. High Valoc!� Hur cone Zone),
<br />b1m, Z . �
<br />.- e2m -,Wm — I.,
<br />E � *- � 24 GAGE GALVANIZED STEEL STORM PANEL
<br />- I m 44167 - z ORM"? B,
<br />1, INSTALLATION ARE ONLY 'VALID FOR A.S,O, DESIGN I � :*E
<br />= .
<br />. - W/n/ma
<br />PRES"E RATINGS (pf) AND PANEL LENGTHS AS = *'. * ,Z_,����::�,,, /
<br />PER ELEVATION ON SHEET 12- - ,� -E O�w-- ,
<br />S STA'i / HIE C 0 1mr, \ GLOBAL PROTECTIO ZAIC
<br />iV�____
<br />2. FOR NEW WOOD FRAME CONSTRUCTIOW WOOD � :1 rIORM" ,.",o T"jr Tomfo * Emmmom" COMPANY law S.W. 5� 11TRE17 - -
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC -�, k � ____PO__ .. PR I, DKYZ, n- 3"14
<br />....... , - � 0-1�� ONE, C90-751A FAX, (O"Ne%-6717 20-175
<br />� ,r--,
<br />DENSITY OF O,% OR EOLIAL � � I .., :-;� , mWNs NP.
<br />O"WO11712 ,!!�,'4- — 1 - — I - —
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<br />"TURI/DATE .i � -
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<br />1��� =zI1111 99
<br />_____ ____
<br />.
<br />(VAUD ONLY FOR PANEL(D INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5)
<br />on, \_1
<br />1�2 """""'
<br />-.3
<br />liz,
<br />MAX. I
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(P.-J)
<br />IAAXfAUL4 ANCHORS SPACING FOR MIN M PER SCHEDULE BELOW *
<br />APPUCASLE
<br />TO SEOR
<br />,, 0.
<br />!GF :MM
<br />I
<br />P"E`
<br />LENGTH
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<br />APPIZA
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<br />I ( )
<br />TAPCON
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<br />PANELMATE
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<br />PACIVIX NumerE
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<br />COMBINATION
<br />OF THEM
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