|
{ '111! � - ` � - - � - - - _ _�--_•— _ --� - 1--�-' _ -- - - `. ..--`--_ - -
<br />I D + �� �✓S.v -• _._ pItOVIDFrT'REAT'ED PLATES ��. _ � , � �, � � �;t>�
<br />!`" {6AYED ON CONCR FIE
<br />OD
<br /># s ix
<br />I ; _ Sheetroek518 Type X
<br />-
<br />�`,.WdersidE Of Stairs
<br />t ((
<br />� ( • !, �•"i �1 T-�i J'C�v 4+, ..: t {
<br />PAVniq
<br />15
<br />l
<br />I {',
<br />+ - t
<br />z
<br />i
<br />xlu-
<br />Ji�s k u arm
<br />x
<br />to! _'1
<br />&Is
<br />,SPECIAL NOTE
<br />SEE ATTACI HED SHEET
<br />FOR
<br />CODE REQUIREMENTS
<br />SPECIAL _� NOTE: DOUBLE STUDS UNDER MICRO.AMS,
<br />TE
<br />SH E
<br />SEE ATTAG� � GIRDER T SUSSES, DOUBLE JOIST, BEAMS E'PC.' �
<br />FOR \CODE REQUIEME�T►`s
<br />f
<br />CJ_ n ': �:� •�tvt',.• T�,`,�, � � �i Cove i C_ _
<br />443-2-�T it s E
<br />c
<br />STAIRS -
<br />j' MAX.RISER 9" MIN.
<br />t
<br />6' MIN. HEADROOM-,., r
<br />€ AT LEAS HANDRAIL RERED . f
<br />GUARDRAIL OPEN S1D
<br />_�j
<br />-- __
<br />li f
<br />{ _
<br />47 ; + ' _ ` �� �` x ''` ,, ,:` 1 1jr ANTCHOR BOLTS RE(
<br />EMBEDDED IN MASON
<br />6'OC.AND 2ERPI
<br />YM
<br />12 W4_
<br />t tf y ;L 1,j1 't �/ it��f
<br />I `
<br />t i Oar j
<br />lt
<br />tl{ '07 '6; 1 \.l.ry-/%.?� ' { { �r ��`1 t ��iJ/ 1 i V'• } (`l �'1' ```�\ - ' ? 1 t
<br />I `"
<br />' N
<br />ftLL Cr_;s
<br />WICOwc- TO S!txQ�-Yl-df Fit,
<br />q It
<br />1
<br />SCALE. = �"
<br />?II _o
<br />f'
<br />t
<br />M ISN
<br />DAME
<br />'E -D AS 31-199§; N
<br />r��
<br />APPROVED �S�'Itr H C.C";11EC1iii eS 1,'!,OTE
<br />APPRON
<br />tU — CC RRECT,& RESUBMI1,{
<br />These, a., f., r^tir
<br />Gates V�fitr itL IN'FaZzf�Jtta-t't�tJ
<br />it. 'G,'.E 51111priw,::..Ot ;TV -0c b
<br />Y
<br />Lam, l i v..�Jr-�..
<br />1 � k. ' ,,ii
<br />5 N. "' k �. }tet t � r •. ��1._ 1. -
<br />i _ a
<br />{ '111! � - ` � - - � - - - _ _�--_•— _ --� - 1--�-' _ -- - - `. ..--`--_ - -
<br />I D + �� �✓S.v -• _._ pItOVIDFrT'REAT'ED PLATES ��. _ � , � �, � � �;t>�
<br />!`" {6AYED ON CONCR FIE
<br />OD
<br /># s ix
<br />I ; _ Sheetroek518 Type X
<br />-
<br />�`,.WdersidE Of Stairs
<br />t ((
<br />� ( • !, �•"i �1 T-�i J'C�v 4+, ..: t {
<br />PAVniq
<br />15
<br />l
<br />I {',
<br />+ - t
<br />z
<br />i
<br />xlu-
<br />Ji�s k u arm
<br />x
<br />to! _'1
<br />&Is
<br />,SPECIAL NOTE
<br />SEE ATTACI HED SHEET
<br />FOR
<br />CODE REQUIREMENTS
<br />SPECIAL _� NOTE: DOUBLE STUDS UNDER MICRO.AMS,
<br />TE
<br />SH E
<br />SEE ATTAG� � GIRDER T SUSSES, DOUBLE JOIST, BEAMS E'PC.' �
<br />FOR \CODE REQUIEME�T►`s
<br />f
<br />CJ_ n ': �:� •�tvt',.• T�,`,�, � � �i Cove i C_ _
<br />443-2-�T it s E
<br />c
<br />STAIRS -
<br />j' MAX.RISER 9" MIN.
<br />t
<br />6' MIN. HEADROOM-,., r
<br />€ AT LEAS HANDRAIL RERED . f
<br />GUARDRAIL OPEN S1D
<br />_�j
<br />-- __
<br />li f
<br />{ _
<br />47 ; + ' _ ` �� �` x ''` ,, ,:` 1 1jr ANTCHOR BOLTS RE(
<br />EMBEDDED IN MASON
<br />6'OC.AND 2ERPI
<br />YM
<br />12 W4_
<br />t tf y ;L 1,j1 't �/ it��f
<br />I `
<br />t i Oar j
<br />lt
<br />tl{ '07 '6; 1 \.l.ry-/%.?� ' { { �r ��`1 t ��iJ/ 1 i V'• } (`l �'1' ```�\ - ' ? 1 t
<br />I `"
<br />' N
<br />ftLL Cr_;s
<br />WICOwc- TO S!txQ�-Yl-df Fit,
<br />q It
<br />1
<br />SCALE. = �"
<br />?II _o
<br />f'
<br />t
<br />M ISN
<br />DAME
<br />'E -D AS 31-199§; N
<br />r��
<br />APPROVED �S�'Itr H C.C";11EC1iii eS 1,'!,OTE
<br />APPRON
<br />tU — CC RRECT,& RESUBMI1,{
<br />These, a., f., r^tir
<br />Gates V�fitr itL IN'FaZzf�Jtta-t't�tJ
<br />it. 'G,'.E 51111priw,::..Ot ;TV -0c b
<br />Y
<br />
|