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<br /> PLAN NOTES PD
<br /> 4 ° ')O 4 1 O 4 '�O �0 Stc`�Ir PIaCI NOteS. American Property Development,Inc.
<br /> 110110th Avenue NE suite 550
<br /> Beilevue,WA 98004
<br /> S2.02�_� � S2.02 " �, S2 02;'
<br /> 1. For structural design notes, see sheet S0.02 thru S0.06.
<br /> � ` " �° ° ON ULTANT S LOGO AND ADDRES
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<br /> 4 �- ��° ` 4 . Architectural backgrounds are shown for reference only.
<br /> P s2.o2 ' p� ' P The dimensions shown apply to structural elements only.
<br /> SEE � W a , SEE � � s2.o2�' SEE � � �..s2.o2.` SEE ����S�
<br /> � � . = - W W -� For dimensions not shown, see architect of record submittal.
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<br /> S2.02 3 4 z o Z S2.02 ' _. Z w�z ' � S2.02, z � � , , 201 N. Maple Grove Ste. 100
<br /> Q W ;a � ---� Q � w -��.. . o W 3. Contractor shall field verify existmg structural conditions. If any BOtSE IDAHO 83704
<br /> a s2.o2 � a° 6 , < -� � °° .:. ,,_ ° Q v a� 6 discrepancies are found, contractor shall contact the Architect Phone (208) 342-7168
<br /> _ C8x13.7 - 6 J LE JOB# 154191.00
<br /> csX�s.� s2.o2 and Structural En ineer before erformin alteration work.
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<br /> � _ SZ.OZ Q � � PLLANARECOPRIGHTI(C) OF�OCHSA
<br /> CO ENGINEERING OF IDAHO�}1E RE-USE OF
<br /> . CO CD � O 0 3 �� � � O � � I O - Z �- 4. For stair framing typical details See S2.OZ. ANYDETAILSANDCONCEPTSISNOT
<br /> O � O (v � � O r � X i X � � � ACCEPTABLE WITHOUT WF21TfEN CONSENT
<br /> X X � X a SZ.OZ ' x N a N � OF LOCNSA ENGINEERWG OF IDAHO.
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<br /> °'. � � � � a,: °°. i �1 � ,� a s2 02 � � 5. Landings shall be 2 1/2" hardrock concrete over the flutes of
<br /> � � � �_ � � � � � _; � ,.,, � �� °- 2 x18 ga. type W2 Verco steel deck, or approved equal. Total �P M. HF�
<br /> � s2.o2 °a : o o , s2 oz,: ,a o o S2.o2� ae thickness - 4 1/2 . Reinforce with 6x6 W2.9xW2.9 WWF �. � oF ASy�N
<br /> �`"�---.�� - placed 1 1/2" clear from top of concrete. Shore deck where single �` �
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<br /> ° a ° � � � ° � � _ spans exceed 10'-0". Weld deck using 1/2" diameter net ���:, �
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<br /> ------J � � ; � � - a = 3 effective puddle welds: �V
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<br /> °.a 2 � T3 , - °a � � �-�� � s2.o2 E A. Perpendicular bearings: 4 welds per s ,���
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<br /> � ,a . .. _. o J,� o a� �,.�,�- M z B. Parallel edges at 18" oc. �,�F � �Rp` EN ��
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<br /> ; � � X . Side seams: Button punch side seams at 24" OC. ss��N A L ENG
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<br /> � . csx�s.� r�.�. ., csx�s.� � . C 03-29-1
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<br /> (� EXP.01/07/202
<br /> - s2.oz - a �j"�" �., s2.o2 W �' ,,s2.o2 ` � � 6. Unless noted otherwise on plans treads shall be 12 a. pans filled
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<br /> � - ° C8x13.7 � - d � � `"' ' �H - a '�`�' SIM. � � � Wltrl 2�� of hardrock concrete. Treads shall be supported on COPYRIGHT CU2005, ALL RIGHTS RESERVED
<br /> -9'-8" a , z Y � a S2.02.�' C�O
<br /> � � z z ° `� o ' s2.oz L2x2x1/8x tread width-2" with angle supports welded to stair
<br /> �p'-p" p U O _ , 13'-4" - - 24'-2" ? Z `.., , SUBMITTAL/REVISIONS
<br /> �--- Q o W Z w o W stringers. The contractor shall provide continuous welds for the
<br /> Cn Z # DATE DESCRIPTION
<br /> � D - - - - - - - - ¢ D - - - - - - J � - - D - - - - - ¢ - -- p _ _ _ _ a `�_ _ _� _ attachment of treads to the stringers, support angles and at the
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<br /> NOTE:
<br /> 1. See S2.11 for continuation of stair framing.
<br /> STAIR #1 - LEVEL P02 STAIR #1 - 1 ST FLOOR STAIR #1 - 2ND FLOOR STAIR #1 - 3RD FLOOR
<br /> ENLARGED PLAN � A ENLARGED PLAN � B ENLARGED PLAN � C ENLARGED PLAN 1 D
<br /> 1/4" = 1'-0" 1/4" = 1'-0" 1/4" = 1'-0" 1/4" = 1'-0"
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<br /> � STAI R #2 - LEVEL P02 STAI R #2 - 1 ST FLOOR STAI R #2 - 2N D FLOOR STAI R #2 - 3RD FLOOR � Q
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<br /> fULI SIZE=24x36
<br /> HALF SIZE=12x18
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