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4. <br /> 4 <br /> GENERAL NOTES LEGEND <br /> A. CONTRACTOR TO OFT ALL DIMENSIONS ON SITE PROPOSED BEARING WAL'_ <br /> PRIOR TO CONSTRUCTION. i <br /> .. . EXISTING WALLS <br /> B. CONTRACTOR TO DETERMINE 6 VERIFY ALL WASTE o m <br /> DIVERSION REQUIREMENTS PER THE LOCAL EXISTING HEADER <br /> J'JEISDICTION.CONTRACTOR.MAY BE REQUIRED TO A A <br /> REQUEST LEED REPORTS FROM RECEIVING BEAM ABOVE TOP PLATE <br /> FACILITIES. o a <br /> 2 CANTILEVERED END OF JO1ST,TRUSS OR RAFTER <br /> I BEARING END OF JOIST,TRUSS OR RAFTER o A <br /> �� HUNG END-SEE FRAMING SCHEDULE FOR HANGER > <br /> SPECIFICATION. ' ° <br /> MK <br /> INDICATES <br /> TRIMMERS. STRUCTURAL MEMBERS,HEADERS AND <br /> (---) 11.11111111 INDICATES JOIST,TRUSS OR RAFTER.REFERENCE JOIST, <br /> TRUSS b RAFTER SCHEDULE ON TH[5 SHEET <br /> ))..—C) INDICATES REFERENCE TO KEYNOTES.SEE KEYNOTES YEN DESIGN INC <br /> ON THIS SHEET FOR BALANCE OF INFORMATION, <br /> LEDGER ROOF OVER-FRAMING W WW.YENDES.COM <br /> 1622 NE 179TH ST. <br /> L1 - TREATED 2612 DF$2 PER 1/S1 I x I INDICATES POST.REFERENCE POST SCHEDULE ON IS SHORELINE,WA,98155 <br /> SHEET <br /> PHONE(206)432-1111 <br /> ------ ROOF LINE <br /> APPROVAL 5TAM1,, <br /> .))m)m)m).LEDGER j7'/7-)i?.. <br /> 0 0 FrAN-xo <br /> ® wnsHSs <br /> I P4 CC SPEC. ORDER IB1-b I 0 CC SPEC.ORDER 1131-c I ,-,fret, •. <br /> ,..,,,.._ <br /> .....,„ <br /> 1 <br /> 4' K.B. I 4' K.B. 1® P1 J � ,y, <br /> 3 1 Imo, TYP. 4 IBI dl �Bl al <br /> 52.4 ,� ' PLACES THIS© 'r 4 - <br /> I P2 SIM JOISTS/TRUSSES <br /> • 0 ® 4 K.B. ( J1 ) 2x12 HmF#2 @ 15"o.c.(TREATED) <br /> — K.B.• — D <br /> ✓7 ® (—) 2x12 HmF$2 @ 12"as.(TREATED) <br /> I P1 f <br /> J2 �.��= POSTS <br /> SIM® _ TIP�TYP� L1a ��� <br /> 0. L1 ® ® `—'y" / , I POST SCHEDULE <br /> U = I MARK I COL MEMBER II COL CAP CONNECTION I m <br /> pa r.,-.7.7.7.:.%=;... , / / �_ 4"'-'-'9...==;.r 7'7'7'7' <br /> Ei 6x6 HRFNI(TREATED) SIMPSON ECC5.25-6 <br /> O <br /> �r rL1 / $ $ ' // / / ® 6x6 HRF#1(TREATED) SIMPSON CC5.25-6 Z W <br /> ® 6.10 HRFAl(TREATED) SIMPSON ECC5.25-X W/ W2=9.5' Q . <br /> % /' ® 6x10 HRFN1(TREATED) SIMPSON CC5.25-X W/ W2=9.5' ❑ W <br /> Bl 9 ® EXISTING 4x4 POST y W <br /> / I � pc W 2 <br /> mi YBEAMS/GIRDERS Z � Z <br /> I BEAM SCHEDULE I N 0 g W <br /> I MARK II BEAM MEMBER II COMMENTS I KW CO p W <br /> / / / I BI-a 51/8' z 12'GLB 24F-V4 (WEATHERPROOFED) <br /> '\Y ,F•,` V I BI-Is 5 1/8' x 12' GLB 24F-V4 (WEATHERPROOFED) <br /> Z <br /> BI-c 5 1/8' x 12' GLB 24F-V4 (WEATHERPROOFED) Q <br /> HANG W/SIMPSON GLT5 W/H=12' WHERE APPLICABLE d <br /> DI-A x 5 1/8' 12' GLB 24F-V4 (WEATHERPROOFED) <br /> HANG W/SIMPSON GETS W/H=12' WHERE APPLICABLE Z <br /> B1-e 5 1/8' x 12'GLB 24F-V4 (WEATHERPROOFED) 2 <br /> 131-F 5 1/8' x 12'GLB 24F-V4 (WEATHERPROOFED) <br /> IX <br /> HANG W/SIMPSON GLT5 W/ H=12' WHERE APPLICABLE LL <br /> B1-g 5 1/8' x 12'GLB 24F-V4 (WEATHERPROOFED) —I <br /> W <br /> BI-h 642 HRFND(TREATED) HIDDEN IN JOIST PLANE <br /> PLANED TO 11 1/4' DEEP • J <br /> BI-J 3 1/8' z 12' GLH 24F-V4 HANG W/SIMPSON HUCQ412-SDS Z <br /> Q <br /> B2-o 5 1/8'x 12' OLE 24F-V4 (WEATHERPROOFED) <br /> HANG W/SIMPSON HUCQ5.25/11-SDS EA.END <br /> DRAWN BY Z.P.M. <br /> MAIN LEVEL FRAMING PLANB2-b 5 1/8'x 12' GLH 24F-V4 (WEATHERPROOFED) <br /> 0' 1' 2' 4' 8' HANG W/SIMPSON HUCQ525/I1-SDS EA.END DESIGNER AMA'. <br /> .N <br /> REVIEWER A . <br /> 24X36:SCALE 1/4"=1'-0" =m B2-c 3 1/8'x 12' OLE 24F-V4 (WEATHERPROOFED) <br /> 11X17:SCALE 1/8°=1'-0" HANG FROM(E) 4x4 POST W/ SIMPSON HUCQ412-SDS JOB NO. 1-17-010 <br /> SCALE SEE SHEET <br /> 131-d DOUBLE JOIST <br /> SHEET OF8 <br /> NOTE,WEATHERPROOFING PER ARCHITECT/BUILDER /.; : /' /'^ j 1 S2.3 <br />