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-- 8 .... I'? O,01~' ALUMINUM COVER PAN OR ~ x 518' CORROSION RESISTIVE 0 CONTINUOUS ALUMINUM SHEET WASHER HEADED SCREWS AT 24' 10 CO C) I O,C. AL TERNA TE ~ x SiS' SMS /'0. W/ '12" DlAMETER WASHER. CO CO X CO/'o.('Ij 10 IT f f' : g~~~g f CTI If Jd~eN~ l. C ;, a;/'o.X~~ i \ -~ ~ ~ ~ 8 8 l F JL51i8co~ l [ s 1 ! 12' " ::l....cjo.,!..... " ,~ !, W c' ~~5'T<~ 12" WIDE x VARJOUS HEIGHT RISER (INDUSTRY STANDARD] ROOF PANEL r TYPICAL INSULATED PANEL <>-a1~~~ ,.,1.-,' . <"'/'0. NOTES: " iNSTAlL RIGID FOAM iNSUlATION INTO AlUMINUM ROOF PAN. ~~~1i~ 2, COVER INSUlATION WITH O,O,~. PROTECTOR PANEL Wlni OVERLAPPiNG SEAMS, 3. INSUlATION PANEL SH.Al.L BE CLOSED Wlni ALUMINUM END eM> TO SECURE PlACE~ENT ~ e AND TO DISCOURAGE rrlE NESTiNG OF WILDLIFE AND DR INSECTS, rt5 ~ 4, PROTECTOR PANEL WILL BE SECURED BY ~ x 5/8' CORROSION RESISTIVE WASHER HEADED SCREWS, :j 5, SCREW PATTERN WilL BE 12" ON AlL PERiMETERS AND 24' O,C, FIELD ON EACH PANEL 6. ALUMINUM END eM> WILL BE ATTACHED Wlni (3) #8.<112" CORROSION RESISTIVE WASHER ...J HEADED SCREWS, <( ::) z .~:'lr;J.lIiPliI Allowable Spans for Industry Standard Pans for Roof Overs .f.1:'lr:'J.~"'1 Maximum Spans for Royal Aluminum Pans for Roof Overs <r. ~ Industry Standard Pan Sections Aluminum Alloy 3105 H.28 Z Aluminum Alloy 3105 H-14 or H-28 Manufacturers Proprietary Products: c:> en en UJ 1.1/4" x 12" x 0,019" Riser Panels 1.1/4" x 12" x 0,025" Riser Panels 1.1/4" x 12" x 0,019" Panels 1.1/4" x 12" x 0,025" Panels en UJ ...J Wind Applied Overhang Condition Wind Applied Overhang Condition Wind Applied Overhang Condition Wind Applied Overhang Condition C! 0 lD UJ en ~ Region Load NONE 1'~" 2'~" 3...Q" 4'~" Region Load NONE 1'~" 2'~" 3'~" 4'~" Region Load NONE 1'~" 2'..()" 3'~" 4'~" Region Load NONE 1'~" 2'~" 3'~" 4'~" > UJ 102 M,P,H, 21 5'-8" 5'.'1" 6'.1'" 81_3'l 102 M,P,H. 21 6'.7" 6'.' '" 7'-8" 8'., '" 102 M,P,H. 21 7'., '" 8'.2" 8'., '" 9'.1'" 102 M,P,H. 21 9'.3" 9'-6" 10'.," ,,'-0" a C! II) . . . ::) z u.. 110 M,P,H. 25 5'-2" 5'.7" 6'.7" 7'.1'" . 110 M,P,H. 25 6'-0" 6'.4" 7'.3" 8'-6" . 110 M,P,H. 25 7'.3" 7'.7" 8'-4" 9'-5" 110 M,P,H, 25 8'-6" 8'.9" 9'-5" 10'-5" a f- a 0 120 M.P,H. 29 4'.10" 5'.3" 6'.3" 7'-8" . 120 M,P,H. 29 5'.7" 5'.1'" 6'., '" 8'.3" . 120 M.P,H. 29 6'-9" 7'., " 7'., 0" 9'~" 120 M,P,H. 29 7'., '" 8'.2" 8'.10" 9'.,," a ::) F= 125 M,P,H. 32 4'.7" 4'."" 6'.1" 7'.7" 125 M,P,H. 32 5'.4" 5'-8" 6'-8" 8'.0" 125 M,P,H. 32 6'.5" 6'-9" 7'.7" 8'.10" 125 M,P,H. 32 7'-6" 7'.9" 8'-6" 9'-7" C! C! () . . . f- UJ 140 M,P,H. 40 4'.,,, 4'.7" 5'.9" 7'.3" . 140 M,P,H. 40 4'-9" 5'.2" 6'.3" 7'-8" . 140 M.P,H. 40 5'.9" 6'.1" 7'.0" 8'.4" . 140 M,P,H. 40 6'.9" 7'-0" 7'.10" 9'~" . en en 1.1/2"x 12" x 0,019" Panels 1.1/2" x 12" x 0,025" Panels 1.1/4" x 12" x 0,032" Panels ~ ::) Wind Applied Overhang Condition ' Wind Applied Overhang Condition Wind Applied Overhang Condition Z Region Load NONE 1'..0" 2'~" 3'..{)" 4'~" Region Load NONE 1'~" 2'~" 3'~" 4'~" Region Load NONE 1'..()1' 2'~" 3'..()" 4'~" ~ 102 M,P,H, 21 6'.6" 6'.10" 7'-8" 8'.10" 102 M,P,H. 21 7'.7" 7'.10" 8'.7" 9'-8" 102 M.P,H. 21 10'.3" 10'.5" 11'~" 1 ".1'" ::) . . . ...J 110 M,P,H, 25 5'.,," 6'.3" 7'.2" 8'-6" 110 M,P,H. 25 6'.,," 7'-3" 8'-0" 9'.2" . 110 M.P,H. 25 9'.5" 9'.7" 10'-3" , ".2" . <( 120 M,P,H. 29 5'-6" 5'.11" 6'.10" 8'.2" . 120 M,P,H. 29 6'.5" 6'-9" 7'.7" 8'.10" . 120 M.P,H. 29 8'.9" 8'.11" 9'.7" 10'.7" . 125 M,P,H. 32 5'.3" 5'.8" 6'.7" 7'.11" . 125 M,P,H. 32 6'-2" 6'-5" 7'-4" 8'.7" . 125 M,P,H. 32 8'-4" 8'.7" 9'.3" '0'.3" , 140 M,P,H, 40 4'-9" 5'.1" 6'.2" 7'-8" . 140 M,P,H. 40 5'-6" 5'.10" 6'.9" 8'-2" . 140 M,P,H. 40 7'.5" 7'-8" S'.5" 9'.7" . W ~ ~ . I-' N 1.3/4" x 12" x 0,019" Cleated Panels 1.3/4" x 12" x 0,025" Cleated Panels 2.1/2" x 12" x 0,019" Panels 2.1/2" x 12" x 0,022" Panels a..... ~ ;)N Overhang Condition Wind Applied Overhang Condition Wind Applied Overhang Condition Wind Applied Overhang Condition ",'" Wind Applied ~-~Li~ Region Load NONE 1'-0" 2'~" 3'~" 4'-0" Region Load NONE 1'..()'t 2'~" 3'~" 4'~" Region Load NONE 1'-0" 2'-0" 3'~" 4'..0" Region Load NONE 1'..Q" 2'~" 3'~" 4'~" Q) U ~ f:: Cl- 'f~ 102 M.P,H. 21 8'-4" 8'-6" 9'.3" 10'.3" . 102 M,P,H. 21 9'-4" 9'.7" 10'.2" 11'.'" . 102 M,P,H. 21 14'.2" 14'-4" 14'.9" 15'.5" 16'.3" 102 M,P,H. 21 15'.3" 15'-4" 15'-9" 16'-4" 17'.2" ;c:o~ 110 M.P,H, 25 7'.7" 7'.10" 8'.7" 9'-8" . 110 M.P,H. 25 8'.7" S'.9" 9'.5" 10'.5" . 110 M.P,H. 25 12'.' '" 13'.2" 13'.7" 14'.4" '5'.3" 110 M.P,H. 25 13'.1'" 14'.,,, 14'-6" 15'.2" 16'.1" C~5:~'" 120 M.P,H. 29 7'.1" 7'-4" 8'.1" 9'.3" , 120 M,P,H. 29 7'.11" 8'.2" S'.11" 9'.1'" , 120 M,P,H. 29 12'.1" 12'.3" 12'-8" 13'-6" 14'-6" 120 M.P,H. 29 12'.1'" 13'.1" 13'.7" 14'.3" 15'-3" ~~C3i~ ....J:~~ 125 M.P,H. 32 6'-9" 7'-0" 7'.10" 9'-0" . 125 M,P,H. 32 7'.7" 7'.10" 8'.7" 9'-8" . 125 M.P,H. 32 1,'-6" , 1'.8" 12'.2" 12'.,," 13'.11" 125 M.P,H, 32 12'-4" 12'-6" 12'.11" 13'-9" 14'.8" '~5w~ 8'-6" 7'.1" 7'.10" 9'-0" 140 M,P,H. 40 10'.3" 10'-6" 11'.0" ,,.'.,," 13'.0" 140 M.P,H, 40 11'-0" 11'.2" 11'-9" 12'.7" 13'.7" Wao~e 140 M.P,H. 40 6'-0" 6'-4" 7'.3" . 140 M,P,H. 40 6'-9" . 8ffii~~ 3" x 12" x 0,019" Panels 3" x 12" x 0,025" Panels 2.1/2" x 12" x 0,028" Panels 2.1/2" x 12" x 0,030" Panels CUl~UJ Wind Applied Overhang Condition Wind Applied Overhang Condition Wind Applied Overhang Condition Wind Applied Overhang Condition Q)~)(r- Region Load NONE 1'~" 2'~" 3'~" 4'~" Region Load NONE 1'~" 2'~" 3'~" 4'~" Region Load NONE 1'..()" 2'~" 3'..0" 4'-0" Region Load NONE 1'~" 2'..Qu 3'..0" 4'~" 3~~ 102 M.P,H. 21 9'.10" 10'.," 10'-8" 1 "-6" 12'-8" 102 M,P,H. 21 12'-6" '2'-8" 13'-2" 13'.10" 14'.'0" 102 M,P,H. 21 17'.2" 17'.3" 17'.7" '8'.2" 18'.11" 102 M.P,H. 21 , 7'.9" 17'.'0" 18'.2" '8'-9" 19'-5" ~/ ~ 110 M.P,H. 25 9'-0" 9'.3" 9'.1'" 10'.10" 12'.1" 110 M,P,H. 25 ,,'-6" ,,'-8" 12'-2" 12'.1'" 13'.1'" 110 M,P,H. 25 15'.8" 15'.'0" 16'.2" '6',10" 17'.7" 110 M,P,H. 25 16'.3" 16'-4" 16'.9" '7'.4" 18'.1" 120 M,P,H, 29 8'-5" 8'.7" 9'-4" 10'-4" , 1'.7" 120 M,P.H. 29 10'-8" 10'.10" 11'-4" 12'.3" 13'.4" 120 M.P,H. 29 14'.7" 14'-9" '5'.,,, 15'-9" 16'-8" 120 M,P,H. 29 15'.1" 15'-3" '5'.7" '6'.3" 17'.1" . 125 M.P,H. 32 7'.11" 8'-3" 8'.1'" 9'.1'" 1,'-4" 125 M,P,H. 32 10'-2" 10'-4" 10'.11" 11'-9" 12'.11" 125 M.P.H. 32 13'.1'" 14'.0" 14'.5" '5'.," 16'.0" 125 M.P,H. 32 14'-4" 14'-6" 14'.11" 15'.7" 16'-5" l~ 140 M.P,H. 40 7'.2" 7'.5" 8'.2" 9'-4" 10'-9" 140 M,P,H. 40 9'.1" 9'-3" 9'.11" 10'.10" 12'.," 140 M.P,H. 40 12'.5" 12'.7" 13'.1" 13'.9" 14'-9" 140 M,P,H. 40 12'.10" 12'.11" 13'-5" 14'.2" 15'.2" / Total pan LENGTH = Above "SPAN" + Length of overhang or span length of panel between anchor points, 2.1/2" x 12" x 0.036" Panels Z-Clip anchors can be added to achieve longer spans and are recommended to eliminate pan rumble, Wind Applied Overhang Condition Region Load NONE 1'..0" 2'~" 3'~" 4'-0" J . 102 M,P,H. 21 19'-4" 19'-6" 19'-9" 20'.3" 20'.11" ~!. 110 M,P,H. 25 17'.9" 17'.10" 18'.2" 18'.9" 19'-6" ~ 120 M,P,H. 29 16'-6" 16'.7" 16'.1'" 17'-6" 18'-4" SHEET .I 125 M,P,H. 32 15'.8" 15'.10" 16'.2" 16'.10" 17'.7" . 140 M.P,H. 40 14'~" 14'.2" 14'.7" 15'.3" 16'.2" 4A Panel Span = 'W' as shown on drawings Total room = Width above W+Length of overhangs or span length of panel between anchor points, 4 Z-Clip anchors can be added to achieve longer spans and are recommended to eliminate pan /'IJmble, OF _--._0 '.'- -. 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