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� � �EGE�1D <br /> P R S T To4 U Uo6 � <br /> 30'-0" 30'-0° 30'-0" 13'-6" 16'-6" 16'-6" 13'-6" <br /> E <br /> � � � � � <br /> (E) W 24 X 62 (E) W 24 X 62 T.O.S. : 106'-4 1 " <br /> — — — — — 3 <br /> GRID L E 3 <br /> �r- d- _ <br /> � � o <br /> x x (E) � <br /> E) W 12 X 14 W 12 X 14� w B OPP C <br /> d- N d- N I � <br /> � + � + � � x 1 � <br /> � � ^ � ^ � � X � �� - � RFS165 S5 1 � � � o o �RFS165 S501 � <br /> x � � � (E) W10X 12 .. � o <br /> � � N � �- � � X X � � � � � � `° GENERA� NOTES <br /> � � � r� <br /> � <br /> d" ^ I I x X � X � ('� X � N N L � N <br /> � X <br /> U U <br /> � + � � N � � � � �,- � + � � � � » 1 . REFERENCE FINISH FLOOR ELEVATION 0'-0" IS <br /> � ,.� N � 1 1/2 IYPE B ROOF DECK FS 165 S501 > » <br /> v � � + � + � � �- � + � � EQUIVALENT TO SITE ELEVATION 545 -9 SHOWN ON <br /> w ^ ^ � � � TOS EL L3x3x1/4, TYP TOS EL � THE SURVEY AND C528-2. <br /> ^ w w <br /> �-- � 2,_4 � 2„ t- �s -o � �s -o <br /> 1 '-11 " �E) W 12 X 1 �, �� ___ __ � _ _ _ W�$X65___ nP ___ nP N _ _ 2. THE STRUCTURAL DECK IS 1 1/2 INCH TYPE B <br /> � � � STEEL ROOF DECK. SEE "GENERAL NOTES" FOR <br /> w�2x�4 RFS165 S501 RFS� 65 S501 ¢ � ADDITIONAL INFORMATION. MINIMUM DECK GAGE IS <br /> l _ �P <br /> � W12x14 W12x14 W12x14 W12x14 W12x14 � 18. SEE "GENERAL NOTES" ON S2B FOR ADDITIONAL <br /> (E) W 24 X 62 (E) W 24 X 7 E) W 24 X 76 � RFS165 S501 T.O.S. EL: 107'-0" INFORMATION. THE DECK AND ITS CONNECTIONS, IN <br /> (E) W 24 X 62 (E) W 24 X �62 � GRID LINE 4 T - 4 ADDITION TO THE CRITERIA PRESENTED IN THE GENERAL <br /> 0 0 3�_��� o NOTES AND LOAD MAPS, SHALL BE DESIGNED TO <br /> � 0 6�-2� L � SATISFY THE FOLLOWING MINIMUM DIAPNRAGM <br /> � (E} W 12 X 1 � RFS165 S 0 � � (E) W 12 X 14 `� REQUIREMENTS. LOADS NOTED ARE NOMINAL (ASD) <br /> � <br /> 0 <br /> FORC�S: AI��..QWABI�E SHEAR; 600 l�B/FT <br /> i (E) W 12 X 14 (E) W 12 X 14 (E) W 12 X 14 �i FLEXIBILITY FACTOR: 25 MAX <br /> `� (E) W12X14 0 0 0 (E) W12X14 c° <br /> f i i 3. WHERE STEEL ELEVATIONS ARE NOTED ON PLAN, THEY <br /> 00 00 00 _ <br /> (E) W 12 X 14 (E) W 12 X 14 (E) W 12 X 14 � ARE THE TOP OF STEEL ELEVATIONS AND IS AT THE <br /> o BOTTOM OF THE ROOF DECK, UNLESS NOTED <br /> M <br /> 0 o OTHERWISE ON PLAN. STEEL SLOPES UNIFORMLY <br /> N N BETWEEN GIVEN TOP OF STEEL ELEVATIONS. WHERE <br /> o�o 0 0 � BEAMS OR BEAMS AND COLUMNS INTERSECT, MATCH <br /> (E) W 12 X 1 � x �.. " � d- � " d- E) W 12 X 14 TOP OF STEEL, UNLESS NOTED OTHERWISE. <br /> c�l d- � � c� d' 00 �p �t' � 00 d- � d" o� <br /> � °O °° '� `v x '� `� r x `- '� `v x � 4. REFERENCE ALL CONSTRUCTION DOCUMENTS FOR SIZE, <br /> ,< _ x _ x _ x _ � � � _ x � � _ � � x � � � �,.. � x � EXTENTS, AND LOCATIONS OF CONCRETE CURBS, <br /> N N r— � N N N T r—. N N N � N N N <br /> _ _ o N -�- � + � N + N + v + + _ N + � + + _ N + � + + N -{.. o _ HOUSEKEEPING PADS, BOLLARDS, EDGE ANGLES, AND <br /> �' � �' �' .-� � E) W12X14 w � E) W12X14 w � E) W12X14 w ^ � `�' <br /> � SLAB PENETRATIONS, REINFORCE PER TYPICAL DETAILS. <br /> w (i �� L^1 N W �� ti i-� w i-� �...i i^. � �� `� � w <br /> N (� N N N N N <br /> �i � � �� I �� � � �i � � �� � I ti� <br /> I U - I I I .. I ., I � <br /> (E) W 12 X 14 '-" � � " " `�' � `J � `� (E) W 12 X 14 <br /> � � � REFERE�ICE DRAWINGS <br /> o a <br /> � � <br /> N (E) W12X14 (E) W12X14 (E) W12X14 N <br /> � <br /> 0 <br /> � <br /> O <br /> (E W 12 X 14 � 2'-2 1/2" 2�-5�� o o (E W 12 X 14 � <br /> ,_2» � i i <br /> � � � <br /> �i (E) W 12 X 14 (E) W 12 X 14 (E) W 12 X 14 �i <br /> `� (E) W12X14 `� <br /> � � (E) W 12X14 E <br /> o --- o 0 <br /> o ,,n � o <br /> � � � � � � � <br /> _ _ `� � " `� -r.o.s. E�: �05'-9" _ r CO �ISTRUCTIOf� NOTES <br /> (E) W 24 X 62 (E) W 24 X 62 (E) V'J 24 X 62 (E) W 24 X 62 � GRID LINE 6 U � <br /> � � (E)� W 10 X 12, TYP. � � 1, INSTALL NEW STEEL BEAMS <br /> (E) C 6 X 8.2, TYP. 2�j` INSTALL NEW STEEL ROOF DECK <br /> 0 <br /> � <br /> 0 <br /> � <br /> I I I I I <br /> � � 7 <br /> 1 I I I I I <br /> 8' 4' 0 4' 8' 16' <br /> R00 F FRAM I �l G P �AN sca��: ���„=� ,-o„ <br /> SCALE: 1/8„^� ,_�„ � <br /> 0 A ,� pi7 �T <br /> O 1V LI1G N V S S O1 V Structural+Civil Engineers <br /> 1301 Fifth Avenue,Suite 3200 <br /> KL E ME N C I C ��� $eattle Washington 98101-2699 <br /> ASSOCiATES � L•2062921200 F.2062921201 � <br /> 0 <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE `n <br /> 1�K T, ACCEPTABILITY M. KUBICKA 06.30.�5 W2829162 � 05.24.16 <br /> ROOF FRAMING PLAN '� <br /> - 40-092 B�JILDING EXPANSION W2829162 MKA P.T. RYAN 06.30.15 E 40-092 BUILDING EXPANSION W2829162 MKA P.T. RYAN 05.24.16 � o� w�sf,,��. THIS DESIGN AND/OR cH K � <br /> `�e`� �'c�,,p SPECIFICATION IS APPROVED P.T. RYAN 06.30.15 SHEEf o <br /> A 40-092 BUILDING EXPANSION W2829162 MKA P.T. RYAN 08.13.15 �0�,�� � y �'` � �' APPROVED BY DEPT. DATE N YATES 06.30.15 TITLE 40-092 BUILDING EXPANSION � <br /> " CHECKED R F S 16 5 N <br /> B 40-092 BUILDING EXPANSION W2829162 MKA P.T. RYAN 11.19.15 P.T. RYAN 06.30.15 Q � <br /> � ��, z3�s6 w� APPROVED B U I L D I N G 40�0 V� JOB N0. COMP N0. <br /> C 40-092 BUILDING EXPANSION W2829162 MKA PJ. RYAN 01.21.16 �,� TUR A���G �w W2829162 � <br /> D 40-092 BUILDING EXPANSION - DCN-01 W2829162 MKA P.T. RYAN 02.15.16 �ssIONALE��'� APPRovE° STRUCTURAL MASTER COL. P-V/3-7 EVERETT, WA °wc No. 40-092-RFS165 <br />