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GENERAL NOTES LEGEND <br /> A, CONTRACTOR T0 VFY ALL DIMENSIONS ON SITE PROPOSE� �EA�ING WALL <br /> PRIOR TO CONSTRUCTION. Q <br /> _ _ � _ = EXISTING WALLS � <br /> B. CONT�ACTOR TO pETERMIN� & VERIFY ALL WASTE <br /> nIVERSION REQUIREMENTS PER TH� LOCAL •■••■■■�■ �XISTING HEAnE� � � <br /> JURISDICTION� CONTRACTOR MAY �E REQUI�ED TO � � , <br /> REQUEST LEED REPORTS FROM RECEIVING �� S�AM A�OVE TOP PLAT� <br /> w w <br /> FACILITIES, � � a <br /> CANTILEVERED END OF JOIST,TRU55 OR RAFTER � <br /> w � <br /> , � �EA�ING ENn OF JOIST, TRUSS OR RAFTER Q � : <br /> 0 <br /> HUNG END - 5EE FRAMING SCHEDULE FOR HANGER > <br /> C�—� SPECIFICATION. � � <br /> MK INDICATES STRUCTU�AL M�M�ERS, HEADERS AND <br /> T�IMMERS, <br /> � INDICATES JOIST, TRU55 0� RAFTER, R�FERENCE JOIST, <br /> T�USS & RAFTE� SCHEDULE ON THIS SHEET <br /> � INbICATES �EFERENCE TO KEYNOTES, 5�E KEYNOT�S YEN DESIGN INC � <br /> ON THIS SHEET FOR BALANCE OF IN�ORMATION. <br /> L E DG E R �������� ROOF OVE�-FRAMINC WWW.YENDES.COM <br /> 1622 NE 179TH ST. <br /> L1 TREATED 2x12 DF#2 p�R 1/S1 �� INDICATES P05T, RE�ERENCE pOST SCHEDULE ON T�-II5 SHORELINE, wA, 98155 <br /> SHEET <br /> PHONE (206)432-1111 <br /> ------ �OOF LIN� <br /> APPROVALSTAMP • <br /> � � � � � � .. � � L�DGER ( 71�' I'��� <br /> ty N' I�C� - <br /> S1 S1 .��` WAsy� `��S'.S' <br /> . P4 CC SPEC, ORDER B1-10 P4 CC SPEC, ORDER B1—c �`� ' �� <br /> � 0 � <br /> � � � � � � � .. � � .. � � � � � . � � � � � � .� � � � � � . ��i � �� <br /> � ♦ . � � � � . . � � � .. . � ��' <br /> � 4' K,B. 1 4' K,�, � � 3 P1 '� ��� <br /> ♦ s1 � <br /> 3 �,ti� j 3 TYP, 4 P2 1 B1-d B1-a JOISTS/TRUSSES � <br /> 82.4 51 ■ � � � � � � � � � � ■ � � � � a � � � � <br /> �n PLACES THIS 5 rC � � � • • � � � � • SIM <br /> ; LEV�L 51 4� �'2 ' 4� K,�, 7 J1 2x12 HmF#2 @ 16" o,c, IT�EAT�DJ <br /> ,11 � K,�. � <br /> � S� J2 2x12 Hm�#2 @ 12" o,c� (TREATEn� <br /> 1 <br /> P1 � �� v � <br /> � U ,I � � <br /> � � � � � _� POSTS <br /> SIM �� �� � � � � � � � [] <br /> 7 _ TYP TYP �� �� �� �� i � � � � <br /> 1 6 L1 ,� � - L1 � J <br /> P�ST SCHEDULE <br /> �� � 51 51 � /� // // // // MARK C�L, MEMBER C�L, CAP CONNECTION <br /> 4- 1 L1 i i i i �� i �� �� � L1 U � . <br /> i � �--�� � � � � � � � � � � � � i � � i � � � � � � � � � � � � � � � � � � � <br /> �+ �� �■ ��� �� / ■■ ■■ ■w■ ■�■ ■�■ ■■ Pl 6x6 HtYiF#1 CTREATED) SIMPSON ECC5�25-6 <br /> � � / / / / / / / / / / / / / / / 0 <br /> 52,4 � // � / // // // / // / // // // �/ // � � /� � /� /� /� /� /� /� /� /� /� // / // // // / � 6x6 Hr�F#i cTREATED) SIMPS�N CC5,25-6 z W k . <br /> � - L1 � � i i i i �i i � i i � i � � i � i i i i i i i i i i � i i i � N p ', <br /> 1 _ i/ �/�� � � �� �� � � � �� �� � �/ i� i i/ � � � � � � � r �� �� � 52.4 �� �� i� �� P� 6xio Hr�F#i CTREATED) SIMPSON ECC5,25-X W� W2=9.5 � J If <br /> / / � / / / / / / / � / � � � � � � / / / p <br /> � _ / / / / / / / / / / / � / / / / / / / / / / / / / � � � � � � 6x10 HmF#1 CTREATED) SIMPS�N CC5,25—X W/ W2=9,5' � — U I <br /> 1 / � / / / / / / / / � / � / / / / / / / / / / / / / / / � / � <br /> P� B1-9 � - / � / / / / / / / / /� / /� /� / // / / / / / / / / / / / / / / // /� // / �P EXISTING 4x4 P❑ST - Y � W � <br /> / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / C,) � � op M <br /> � � � ■� � � � � � � � � � � � - / / / / / / / / / � / / / / / / / / / / / / / / /� /� /� /� /� / /� /� / W C � � N <br /> / / / / / / / � / / / / / / / / / / / / / / / � W a0 <br /> �� - �P1 i i i i i i � i � � i � i i i i i i i i i / i i i i � i �i �� i J G � w � <br /> � � � U � � � � � i i i i i i � i i i i i i i i i i i i i i i i i i i i F- <br /> i i i i i i i i i i i � i i i i i i i i i i i i i i i i i w Q <br /> , , , , , , , , , , , , , , , �' , , ,��, , , , , , , , , , , , , , , , ,�' , � ,�' , ,� BEAMS/GI RDERS z � � � � � <br /> � �� y i � i i � i � i i i � i � � � � � � i i i i � � i � i � i � � i <br /> � i i i i i i i i i i i i i i i � i i� �� i i� i i i i i i i i i i i i i i �� i i �� i i �� o � > � � . <br /> / ■■,�■. ■■ ..■ / / / / / / / /� / / / / / / / / / / / / / / // /� // /� /� / /� /� / /� /� / BEAM SCHEDULE � O � 'S � <br /> / / / / / / / / / / / / / / / / / <br /> / /� // / / / / / / / / / / / / / � / �/ �� / i� / / / / / / / / / / / / / / � / / � / / � / MARK BEAM MEMBER C�MMENTS � ("� W o W <br /> / / / / / / / / / / / / / / / / � / / / / / / � / � � / � � / = C`'� � <br /> � / / / / / / / / / / / / / / / � / / � � � � � � � � � � � � B1-a S 1/8" x 12' GLB 24F-V4 CWEATHERPRO�FED) Q � ~ � W <br /> / / / / / / / / / / / / / / / � � / / / / / � / � � / / � / � <br /> / / / / / / / / / / / / / / / � � / / / / / � / � � / / � / / <br /> / / / / / / � / / / / / / / / / � i / / / / / / / / / / / / / / B1-b 5 1/8' x 12" GLB 24F-V4 CWEATHERPR��FED) z <br /> / / / / / / / / / / / / / / � � � / / / / � / / � / � � / � � <br /> / / / / / / / / / / / / / � � / � / � / � / � � / � � � � � B1-c 5 1/8" x 12" GLB 24F-V4 CWEATHERPRD�FED) Q <br /> � , � � , � , � , � , , � � � , / / / / / / / / / / / / / / / � / / , � / / / / / � / / J <br /> / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / HANG W/ SIMPS�N GLT5 W/ H=1zp WHERE APPLICABLE <br /> i i i i i i i i i i i i i i � i i i i i i i i i i i i i i i i i i i / � i / � i i � i �- , <br /> / / / / / / / / / / / / � � / � ,� � � � � � � � � � � � / / / / � / � � � � � � � � � � B1-d 5 1/8" x 12' GLB 24F-V4 CWEATHERPR�OFED) Ur <br /> HANG W/ SIMPSON GLT5 W/ H=12" WHERE APPLICABLE z <br /> B1-e 5 1/8' x 12' GLB 24F-V4 CWEATHERPRDOFED) � <br /> � Bl-f 5 1/8" x 12" GLB 24F-V4 <WEATHERPR��FED) � <br /> HANG W/ SIMPS�N GLTS W/ H=12" WHERE APPLICABLE � <br /> B1-g 5 1/8' x 12" GLB 24F-V4 CWEATHERPRD�FED) --� <br /> 1.1.1 <br /> B1-h 6x12 Hr�F#2 CTREATED) HIDDEN IN J�IST PLANE W <br /> PLANED TD il 1/4" DEEP J <br /> B1-,J 3 1/8' x 12" GLB 24F-V4 HANG W/ SIMPSON HUCQ412-SDS z ' <br /> Q <br /> B2-a 5 1/8" x 12' GLB 24F-V4 (WEATHERPR��FED) � � <br /> HANG W/ SIMPS❑N HUCQ5,�5/11-SDS EA. END <br /> B2-b 5 1/8' x 12" GLB 24F-V4 <WEATHERPRDOFED) DRAWN BY Z.P.M. <br /> MA I N L EVE L F RAM I N G P LAN o' 1' 2' 4' 8' HANG W/ SIMPS�N HUCQ5,25/11-SDS EA. END DESIGNER A.M.S. <br /> REVIEWER A.N.Y. <br /> 24x36: SCALE 1/4" = 1'-0" ��_ B2-c 3 1/8" x 12' GLB 24F-V4 CWEATHERPR�OFED) <br /> 1/ " — 1'-O" � I JOB NO. Y-17-010 <br /> 11x17: SCALE 8 - HANG FROM CE) 4x4 P�ST W/ SIMPS❑N HUCQA�12-SDS <br /> SCALE SEE SHEET <br /> B1—d D❑UBLE JOIST <br /> SHEET OF 8 <br /> N�TE+ WEATHERPR�OFING PER ARCHITECT / BUILDER �� ■ � . <br />