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�' <br /> D : �����p �, <br /> ��r� <br /> � ���, � <br /> American Property Development,Inc. ; � <br /> 1 -- - - - --- - - - 110 110th Avenue NE suite 550 <br /> - 1 GUARDRAIL NOTES: � Bellevue,WA98004 <br /> �_ � <br /> �; <br /> 1. GUARDRAILS AND POSTS TO BE 1 Z' SCHEDULE 40 STEEL PIPE, WELDED CONSTRUCTION AND POWDER <br /> i ;� COATED ' <br /> 5'x 5' DOUBLE DOOR ROOF HATCH, 'WIDE BY 6'-8" HIGH ' <br /> p WITH 12° CURB, ELEVATE ABOVE i jl � OUBLE DOOR 2. ALL SHARP CORNERS AND ROUGH EDGES TO BE GROUND SMOOTH AFTER FABRICATION. <br /> ROOF TOP SURFACE. SEE 17/A10.4 f I r, <br /> � i ;� � = 4 POST . � <br /> � i i 3. GUARDS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE OF A 4" DIAMETER SPHERE. IBC 1015.4 ' - ' <br /> - - - ,� i <br /> i <br /> — � \ -- - -- ____=�_— i <br /> ' '� ��� �� � Roof Plate � ��� <br /> ��� �,�� ,, � . . . . �� � _ , �� <br /> �� ��� ��� �` i 73'-9 1/2" I�i� ��'� 'ii� ' �� �I�� I <br /> 2 LAYERS, $"TYPE X ,,� � ��I 'i�� � � �_ �u __ =.�L ' � — I <br /> GWB, FC 5406 \ �� i� � � i � '` � I <br /> � �� i � <br /> t , � 'i �! � � �, ,I,I � <br /> SHIPS LA DER, SEE � �� �� � �i' i,l � I ,�,�« °�"�"'��°--` - � <br /> ��, , ti=. _ <br /> � � ��,� � � , _ STAIR NOTES: � �-� <br /> '� ;i 201A10.4 ��, �� o c° - I� �� � �I� i � ��, � ; � � <br /> II z" DIAMETER GUARD RAIL, � � � � �' ' � �� � I' p z 1. HANDRAILS: EXTEND 12" MINIMUM BEYOND THE TOP RISER HORIZONTALLY AND CONTINUE TO SLOPE ONE � ' � � :�,�`�' � <br /> � �� 34" VERTICAL PI KETS AT ' ���� `� �i �-_ � TREAD LENGTH BEYOND THE BOTTOM RISER. BC 1014.6 � <br /> \.. � �, o� �,'� �� �� p w � � 1 <br /> �� � 4" OC. 5°x 5'x- BASE � i ' �. c� �, � <br /> 1�� <br /> a \ IP , �� 18R 6.8" �- � � <br /> PLATE, BOLT O FLOOR i , � � @ I _ ����'�-� � ��- � � � <br /> � i �� � i i�; �� �� �i �i � �, O° 2. 1 z' DIAMETER HANDRAILS, RETURN ENDS. CLEAR SPACE BETWEEN HANDRAIL AND AN ADJACENT i �=� � �� ��� „��rx� � <br /> i <br /> �� C° �� ����� �� � i�� II o SURFACE SUCH AS A WALL IS 1 2" � ."� � <br /> � 3. STAIR CONSTRUCTION TO BE STEEL DECKING, STEEL STRINGERS, RAILS, PLATES AND STEEL PANS <br /> � i � i � I � <br /> �� � V� �� I; � i� i�`\ � ii �' <br /> , � �� ,. � � 7th loor � � � � ! ___ WITH CONCRETE. ALL STEEL TO BE PRIMED AND PAINTED (2 COATS BLACK) <br /> i� � � �. 'I !' ' �1.=:,-- ��� �� � � � � �� �� �� � � <br /> � i i� � �- � <br /> � , _y� 64-1 O 1/2 , � � � �� 6 � __ L_ ''�' 4. REFER TO STRUCTURAL SHEET S2.10, S2.11, S2.12 FOR ADDITIONAL STAIR STRUCTURAL INFORMATION. <br /> i � � � � / il <br /> �- -� �� � � �� '_ ` <br /> i , - <br /> � / � / COPYRIGHT OC 2019, ALL RIGHTS RESERVED <br /> / / <br /> S � o � � ,I� 2 HOUR WALLS, TYPICAL W6 --;, SUBMITTAL/REVISIONS <br /> i � i , <br /> " ' ' '� / } ���� i � �# ', DATE �' DESCRIP110N <br /> N � i / <br /> ' _ -- _- -�� i��� p ��__ � �:,il�; �I i . — ��------- ---�--- , . <br /> � \ 18R U�6.81�� � � - ' 8�3�2018 � ISSUE FOR CONSTRUCTION y <br /> ��� �I I 1 i10/29/2018' Ri EVISION �1 --- <br /> / � / — <br /> �i <br /> i <br /> \ �/ / � �// ����� �1 � 3 11�16�2018�� REVISION #3 <br /> � � � 6 1�4�2019 REViSION �6 <br /> 18 R@ 6.81 �`���� � � <br /> � � <br /> \ , ' <br /> �� � ��� �D�r /� �� �I �� � il 10 2�22�2019 REVISION #10 <br /> �� � i II i� ��� � � iE � 54�-U �U�� /� ��� I��, ��� �� �� I __ � ` � � <br /> �� / � � 1��� I I III i <br /> i� <br /> / � / � � / -- I il i --- <br /> � � ' � � �'� SEE DETAILS 1 &2 THIS SHEET FOR FLOOR TO FLOOR � -- <br /> i � III <br /> HEIGHTS AND NUMBER OF TREADS BETWEEN FLOORS __ <br /> SEE DETAIL 10/A10.5 FOR MORE GUARD RAIL INFORMATION I; <br /> �i <br /> � <br /> i II i�II'� � � , — ; . . <br /> i �' � I, ', <br /> i <br /> i <br /> � � � J� I�i <br /> I; <br /> il' I � \ 1i I <br /> / / I I <br /> � � �i ----I ---_ — _ __. <br /> � / � / � ( � � \ � �� <br /> � � � � � �� �� <br /> � / ao � / � %�� ' �� L <br /> / •= / ' I �, � I �i <br /> , � � A � N J � � / � V `u/� . . <br /> �; <br /> Y.. —1_—_, itr ���� f I --- - 7� � I !' � - <br /> � �����', � � , FLOOR 6 `� � il � � <br /> � ;r, � 18R @ 6.81' � i I � �� � � �� '� � <br /> � <br /> ; <br /> � ___ <br /> „ ' �i <br /> � � \ I'�� � � � ' �� <br /> ��� _--�= -- -- — - -- - <br /> �� —- - — <br /> /i � _._ _ _ <br /> V -� i A � � % \ � � � <br /> 18R @ 6.81"����. ��. � , � � ��� i� � �,� ��� ��� j <br /> ��� � 3rd loor ��� _� -_ ', l l�� - -- — ' � _ ` � ��� -- - - -- � " � <br /> - � _ <br /> �� � �I�� <br /> � � � I <br /> � � � - <br /> � \ �� ��� ` �� � �� � 24'-2" � � �'' ' ���� h� � � i�1 � � � � ,;I � , � <br /> u i, . � �i' � <br /> � � <br /> � <br /> -� � �-��' ��� �— i � ��L ��I ___�L ll _ � � � _ � ' I <br /> 1"" '��� � <br /> � � - �.� � � \ � � �,�� � <br /> m to I M <br /> � — <br /> � � . ...J � / i,,.� I�� � I <br /> � / i � / I � I � �( �� i \ / <br /> i, � !; I <br /> �� � �� � � � i i { � �i � � .,1 � �I�� -- --- � � � � �; ' ; <br /> � ' �, - i °� . <br /> � � � _ � <br /> � ' � i i � I ;. <br /> i � <br /> � <br /> „ , , � � � � � � , � � � � "� f � , TYPICAL HANDRAIL � � I II �, � <br /> � � � _ I � — i n, <br /> _ I, <br /> � � <br /> r�� � �� � <br /> I o � , HEIGHT <br /> i <br /> "i W <br /> "----'— � -- \ _�— ' <br /> � <br /> i I � � � I <br /> , � � �� � � \ � � — ( � � � �� <br /> �, � � 19R @ 6.89° � � � � �; � V J � <br /> � A � � � � i � � <br /> I � I, <br /> � �� �i� �� 'V � �I I i � i �� � <br /> , j" <br /> � \ � � I � �� ��� il � � _ ' <br /> � �� � <br /> � � �` . <br /> i' <br /> \ � 'il �i � <br /> i I � I <br /> � � A� � i , � <br /> �, / �� � � I�` �� I ��� '� i I �' � C� <br /> �� 19R @ 6.89" � � I � �'' - � - _��_ � � � � <br /> � ���� — � � Z <br /> 2 � <br /> � nd I r <br /> � oo �, o _ <br /> ;' <br /> ; <br /> ,, ; <br /> �� , .. <br /> -- __, . . . . . , <br /> - � , <br /> � \�I,� � ii � ' � i ii ; � I \ .� I L---- �,,� �'- �� Z <br /> �i - � <br /> I � <br /> �� I <br /> 13 4 , � � <br /> � , � <br /> i_ � �� <br /> �� �� � �,���� �� � • 1 <br /> ' i „ <br /> _' � __ � � ��� � �i � � <br /> ' i! <br /> �� �_- =—���. �,� � ; i� � � � � � �� 4 6 <br /> S : , : � I / ; �� (� � Q <br /> i � � � � 2 � � � <br /> S � i � S � � � � � � � -- � � ` � ' <br /> j � � � ^ <br /> i i � � � I <br /> � i � � i � � i �- <br /> � <br /> � <br /> �� <br /> . �l. <br /> � i i i S� <br /> S S <br /> � � �i w <br /> � � � <br /> / � �. �� <br /> � J <br /> � � � � M <br /> / <br /> � <br /> \ <br /> / � A`%� � � W � W <br /> � S �' � � � ��� ; S �� � ��� �. li �' � � �' I ���� FLOOR 5 �`� ���, �- <br /> � � <br /> , � � Grade Plane � � � � , , Grade Plane ! ; ' ,�, =- � � �,, i , � w � <br /> � ����. ,i �� �� 96.89' M ' � � � � � ;� �_ 96.89' � _ __— � I i � % � � � � ���i �_ - _- - � -' � � <br /> 4 <br /> � '" � A� i � � � �� � � W <br /> � ;'__ __ �' � �� �I �I'� �� �� �l� � � � � ; �' � � �� �''�' a. <br /> � �� � . 2 R . � �� � �I � ����� � <br /> .V � 3 6 95° ��I i ill ii _ <br /> � <br /> � <br /> @ � � <br /> � � <br /> , � <br /> f� <br /> '� \ � <br /> � � ___ � <br /> � \ <br /> \ I i�— - -- <br /> I� � — <br /> � <br /> �� � �� <br /> � , <br /> �i <br /> �� �.� I I,� � � � � <br /> , <br /> 1 <br /> �� : �� \\., al — �� � � � � � � ', — — <br /> 23R @ 6.95° � � <br /> � �'�� � ` � � � ` i; <br /> \ ; � I � I' � � �! ` I; , <br /> �o � � � � u.h� � �r� � ` <br /> \ / , � 5 _ <br /> ,, <br /> � � '� - I � '� ; � � � I ll � �I <br /> � i� <br /> �� F.F.L � � 1 st loor � �� �' F.F.L � � ` � � - � �I ' <br /> � ; ; . . . ,�'' . . ti,, � , �„� , �'` <br /> - - � � � - _ � ' � � <br /> �, ' 2 3 � � <br /> � �II � �" '' i 89.88 0—0 � � � ' I� �� a�ll—�� � $9.88' �I �� — A10.5 S2.12 �� — � <br /> _ _ j�— <br /> — � ��� <br /> —j — — S -- — �, � � �� � � I <br /> S � S � �� i ' i � �- - -� I i� � <br /> i i �' I �I � <br /> �i 17R @ 6,82° S � � S �� � L - ,; � ��� � ' . <br /> � i <br /> �° � i , � i j' ; � ��� � � �I ( I, <br /> i i <br /> � � i <br /> , i � <br /> I � , _ _ <br /> � � � - - �- <br /> � <br /> i I i �� `,'. <br /> � -j - � i �� i i'; <br /> i � , � ; �.� � �, � �� � �� <br /> , � / o� I � �� ,1 � �� ( I�I; i <br /> , � / � / �'' � 'i <br /> , �= I <br /> / / � i� =1 — r-- __�_ � � I I <br /> .�1 i� / t / � � I; I I <br /> i iii I � <br /> �,j i i� ,' , �� � � � I', I I <br /> � I , ; ♦� , <br /> 17R @ 6.82" � 12"TREADS, � 3 �� I I <br /> "' � TYPI A S2.12 ;', , v, <br /> _ C L <br /> � �� � <br /> ' / , M ji J <br /> � ; - <br /> ' 1 P01 � . I� . <br /> � � <br /> --- ---- - - - <br /> . . . _ � ---- --- - _ <br /> , - <br /> � - __ - - -- -_ -- - - - --�- -----� '�,, i , TYPICAL � <br /> 9 8 5/„ , � <br /> _ - 11„ 5' 1 $ <br /> ----- - � /% �� I'�� i <br /> - --- --- ---- � <br /> � � � <br /> I� � a <br /> . W <br /> � <br /> ,� � I � � <br /> , I � <br /> � I , <br /> .� <br /> � � �. � � <br /> . <br /> , <br /> ' I <br /> � � � � , W <br /> , <br /> --- - �� � , '� � <br /> r� ��; � ; FLOOR 4 ,%- �I _ <br /> � <br /> - - ; <br /> � ,, �� <br /> i� ���� �i � � DRAWN BY � <br /> I ( <br /> ; I <br /> � �i <br /> � <br /> . � <br /> I� i <br /> . <br /> 2 S o u t h S t a i r S e ct i o n N o rt h S i r � _--_ ---t� --- ��� ___��� �- _ ,_ --------- ___ _____ <br /> -�=----� _- <br /> . ���. <br /> 1 tc'�' SeCtl0l,l � sHEET MeER " <br /> � <br /> — 1/4��=��-o" — 1/4��=��-o�� � � � � - � Stair artial section 10 <br /> � L - � 2� <br /> 1/2" = 1'-0" — i ' , <br />