Laserfiche WebLink
GENERAL NOTES LEGEND <br /> A. CONTRACTOR TO VFY ALL DIMENSIONS ON SITE PROPOSED BEARING WALL <br /> PR:OR TO CONSTRUCTION. F <br /> EXISTING WAC,'.S <br /> B. CONTRACTOR TO DETERMINE 8 VERIFY ALL'WASTE o m <br /> DIVERSION REQUIREMENTS PER THE LOCAL . EXISTING HEADER <br /> JURISDICTION,CONTRACTOR MAY BE REQUIRED TO rc 0 <br /> REQUEST LEED REPORTS FROM RECEIVING SEAM ABOVE TOP P'-ATE <br /> FACILITIES. o a <br /> 2 CANTILEVERED END OF JO1ST,TRUSS OR RAFTER <br /> 'I Z BEARING END OF JOIST,TRUSS OR RAFTER a o <br /> C—i HUNG END-SEE FRAMING SCHEDULE FOR HANGER > <br /> SPECIFICATION. tt <br /> MK INDICATES STRUCTURAL MEMBERS,HEADERS AND <br /> TRIMMERS. D, INDICATESJOIST,TRUSSOR RAFTER REFERENCE JOIST, <br /> TRUSS d RAFTER SCHEDULE ON THIS SHEET <br /> l/` INDICATES REFERENCE TO KEYNOTES.SEE KEYNOTES YEN DESIGN INC <br /> ON THIS SHEET FOR BALANCE OF INFORMATION. <br /> LEDGER ROOF OVER-FRAMING VV WJ.YENDES.COM <br /> 1622 NE 179TH ST. <br /> L7 TREATED 2x12 DF62 PER 1/S1 I X I INDICATES POST.REFERENCE POST SCHEDULE ON THIS SHORELINE.WA.98155 <br /> SHEET <br /> PHONE(206)432-1111 <br /> ------ ROOF LINE <br /> APPROVAL SIAM' <br /> _.“.“LEDGER <br /> 4.e <br /> i,N.R0, <br /> `, <br /> 0 CC SPEC.ORDER -- I P4 ICC SPEC. ORDER ® , <br /> 1i•µ✓;. <br /> ® r. <br /> A. // FULL HT.COL.0 B2-b I B2-a MN FULL HT. COL. �,\ <br /> ,� ____�_,�__.__ ___�,_. JOISTS/TRUSSES <br /> TYP. 2 © ■____■ . ___■ <br /> 41 0 FULL HT.COL. i4! K B 2x12 HmF82 @ 16"ac.ITREATEDI <br /> PLACES THIS® K.B. SIM �� <br /> 4 LEVEL <br /> ail <br /> — — pi ® C—) 2x12 HmF#2 H 12"c.c.(TREATED' <br /> 0.��. <br /> 5 a MD <br /> 0-1 <br /> POSTS <br /> I - TYP, TY'. 0 <br /> / / /' /' / /' ��,� O D I POST SCHEDULE I <br /> / ® ® u I MARK II CDL.MEMBER JL COL.CAP CONNECTION m <br /> .. n <br /> ©A I -- -- / / ■® 6x6 HnF#1(TREATED) SIIMPPSDN CC5525-6 <br /> ��� • Pl O <br /> ® 1 % / - / / J 7 Q t 4x4 POST ® ZU w <br /> ®). ® 6x18 H,F#1 (TREATED) SIMPSON ECC525-X W/W2=9.5' H H <br /> W. B 6x18 HnF#1 (TREATED) SIMPSON CC5.25-.X W/W2=9.5' 5 J U <br /> / <br /> ffi EXISTING 4x4 POST y D <br /> w <br /> m o <br /> WWO CC_ / / // / / - // / / / / /' . <br /> ZY3BEAMS/GIRDERS i <br /> PI CO 5 2 <br /> !// // /.' / - / I BEAM SCHEDULE I (7) O W <br /> I MARK BEAM MEMBER II COMMENTS I w C'') w ow <br /> aN— I- ,- W <br /> Bl-n 5 1/8' x 12'GLB 24F-V4 (WEATHERPROOFED) <br /> Bl-b 5 1/8' x 12'GLB 24F-V4 (WEATHERPROOFED) <br /> Al-c 51/8' x 12'GLB 24F-V4 (WEATHERPROOFED) J <br /> HANG W/SIMPSON GLTS W/H=12' WHERE APPLICABLE d <br /> / / / // / / BI-el 5 1/8' x 12'GLB 24F-V4 (WEATHERPROOFED) <br /> 0 <br /> HANG W/ SIMPSON GLTS W/H=12' WHERE APPLICABLE Z <br /> B1-e 5 1/8'x 12' GLB 24F-V4 (WEATHERPROOFED) Q <br /> Bl-f 5 1/8' x 12' GLB 24F-V4 (WEATHERPROOFED) cc <br /> HANG W/ SIMPSON GLT5 W/H=12' WHERE APPLICABLE <br /> J <br /> B1-g 5 1/8' x 12' GLB 24F-V4 (WEATHERPROOFED) W <br /> Bl-h 6x12 HmF#2(TREATED) HIDDEN IN JOIST PLANE W <br /> PLANED TO 11 1/4' DEEP J <br /> B1-,j3 I/8' x 12' GLB 24F-V4 HANG W/ SIMPSON HUCQ412-SDS W <br /> B2-a 5 1/8' x 12' GLB 24F-V4 (WEATHERPROOFED) 0 <br /> HANG W/SIMPSON HUCQ5.25/11-SDS EA.END <br /> LOWER LEVEL FRAMING PLAN <br /> BE-la 51/8' x 12'GLH 24F-V4 (WEATHERPROOFED) DESIGN Z.P.M. <br /> HANG W/SIMPSON HUCQ5.25/il-SDS EA.END DESIGNERR A.M.S. <br /> 0' 7 2' 4' 8 , REVIEWER A.N.Y. <br /> . B2-c 3 1/8' x 12' GLB 24F-V4 (WEATHERPROOFED) <br /> xJOB NO. Y-17-010 <br /> 1117:SCALE 1/8"=1'-0" HANG FROM(E) 4x4 POST W/SIMPSON HUCQ412-SDS <br /> 11x17:SCALE 1/8"=V-0" HANG <br /> SEE SHEET <br /> Bl-d DOUBLE JOIST {I— SHEET OFA <br /> NOTE, WEATHERPROOFING PER ARCHITECT/BUILDER Iy 2 /v.) S2.2 <br /> ,fr <br />