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� <br /> _ <br /> � FOSSATTI PAWLAK <br /> - <br /> � STRUCTURAL ENGiNEERS <br /> 1735 Westlake Ave N,Ste 205 <br /> Seattle,WA 98109 <br /> Phone:206.456.3071 <br /> Fax206.456.3076 <br /> www.fossatti.com <br /> � P' P A <br /> � pF WASyI �ii <br /> ��P� tic � <br /> � ,�� � � ��/ <br /> _ I�!"" <br /> �J N.� ��i Lv <br /> �,�� 23024 �� �v <br /> �f TC�kq L �� (j'� <br /> �Ioiva� E� <br /> 3 2 1 �PROJECT <br /> 4 <br /> 4�'-3/ " 4��-�" 2�'-V/ ° <br /> i � � 0 <br /> (N) SIMP HUC412 HNGR <br /> :.� M <br /> ATTACHED TO CONC WALL <br /> (N) LEDGER N W/ (16) y°X23+„ � � �, N <br /> � < M TITEN ANCHORS I � A <br /> _ _ — — — — — �1 Q � � <br /> 6 S . , , i � � (E) 4x12 LEDGER � � Q <br /> 2 S3.1 � vN � � <br /> I � � I � � .� <br /> v � � _ i ~ � <br /> . , �� N O F— <br /> 4 S3.1 � <br /> N 2x8 v SHORT LOAD-BEARING WALL w � � ~ <br /> � 16"oc N CCQ46 �qp AT MID-LENGTH OF STAIR -_\ � � � � <br /> �Go�. _ - ---- O � W <br /> �s � <br /> �' �' ���fl � � ' (�) c� 51�X2s� (E) c� SYX�5 � ' ` <br /> M W <br /> � � ° ° � � <br /> ,, � <br /> � , � <br /> � r�' I� ------- � � N � <br /> � // � <br /> r�7 � ,.. i� ' � ---.��-- � p � � I <br /> M � ` '��i DI v �N � Q <br /> _- � � � � <br /> � � � <br /> W �s �REVISIONS <br /> G��" � � i �``� � �� 160 <br /> ��.SS � �� � R��� NO• DATE <br /> M �1 10/10/2017 OWNER REVISIONS <br /> � � � � I <br /> — — — — — — — — — — — _ _ (N) GL 5Y2x16Y�— — — — N�p — — — — — B <br /> � � E �°`� \`L��°� � 1?J12/2017 OWNER REVISIONS <br /> i i $�i��� � � � <br /> � <br /> � � ' <br /> � , , ' <br /> � <br /> � <br /> � <br /> � � <br /> � � � a �`s ' � <br /> � � <br /> � <br /> CV <br /> M <br /> � � I I <br /> \ 9/25/17 17-089 <br /> � DATE JOB# <br /> � AM FPP <br /> � � � � � � \�� \�� � <br /> y � �, <br /> , <br /> � � \ �� � , � � DESIGN CHECKED <br /> \ �, �� <br /> o LMS AS NOTED <br /> i i i i DRAWN SCALE <br /> � DPD STAMP <br /> � � � � <br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - C <br /> �SHEET TITLE <br /> FRAMING NOTES: <br /> 1. SEE ARCH FOR DIMENSIQNS. <br /> 2. ELEVATOR CONNECTIONS TO STRUCTURE BY OTHERS, INCLUDING CONNECTIONS AT FOUNDATION AND AT CONCRETE WALL. <br /> 3. SEE SHEET S3.2 FOR CONCRETE OPENING THROUGH CONCRETE WALL DETAILS. <br /> 4. CONTRACTOR TO VERIFY EXISTING PLYWOOD AT MEZZANINE FLOOR IS AT A MINIMUM %° PLYWOOD. M EZZAN I N E <br /> 5. A SIGN SHOULD BE PLACED AT THE MEZZANINE INDICATING THE MAX ALLOWED LIVE LOAD TO BE 70PSF. THE MEZZANINE F RAM I N G P LAN <br /> IS NOT TO BE USED AS STORAGE. <br /> �SHEET NO. <br /> N � <br /> 2 <br /> S2 . 2 <br /> 3�g"=��-��� 3 <br /> MEZZANINE FRAMING PLAN <br />