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Q <br />J <br />a <br />z <br />LL <br />w <br />O <br />O <br />J <br />ILL <br />CM <br />J <br />w <br />w <br />J <br />m <br />m <br />J <br />m <br />w <br />z <br />O <br />U <br />Z) <br />O <br />LL <br />w <br />a <br />z <br />W <br />J <br />LL <br />❑F TYP A T <br />TYPICAL LOW ROOF FRAMING <br />FRT 2x8 AT 24" O.C. <br />AND 15/32" FRT ROOF SHEATHING <br />W/10dAT6"O.C. <br />PANEL EDGE NAILING ❑F <br />B.a <br />� © C <br />© ❑K <br />12 <br />FRAME WALL <br />12 LANDING TO <br />S11 LANDING <br />79 <br />O ❑D ❑ <br />"[F] <br />❑F <br />inA <br />I 1 <br />1(1 i i <br />10'- 0" TYP <br />❑F <br />LAYOUT STARTS <br />5'-0" FROM <br />THIS END (L3/L5) <br />F <br />F <br />- <br />5 <br />S10 <br />TY T 9 <br />- - <br />- - - - <br />AL - - <br />C <br />© <br />S <br />F <br />18 <br />1 <br />❑D <br />B.a <br />B.b <br />B.c <br />KEY PLAN <br />SOUTH <br />FRAMING NOTES: <br />❑F <br />1. REFER TO SHEETS S5N-S5S FOR SHEARWALL PLANS. <br />2. 0 INDICATES INTERIOR 2x6 BEARING WALL. ALL EXTERIOR, PARTY <br />AND CORRIDOR WALLS ARE CONSIDERED BEARING WALLS. REFER TO <br />BEARING WALL SCHEDULE ON THIS SHEET. <br />3. 30 INDICATES THE NUMBER OF 2x BEARING STUDS BELOW BEAMS. <br />4. REFER TO DETAIL 19/S13 AND 20/S13 FOR TYPICAL HEADER FRAMING. <br />5. REFER TO SHEET S13 FOR STAIR REQUIREMENTS. <br />6. PROVIDE SOLID BLOCKING IN FLOOR SPACE BELOW ALL 4X, 6X AND <br />MULTI -STUD POSTS THAT DO NOT BEAR ON FLUSH BEAMS. <br />7. REFER TO SCHEDULE ON THIS SHEET FOR NUMBER OF CRIPPLE STUDS <br />REQUIRED AT EACH HEADER FOR THIS LEVEL. PROVIDE MINIMUM <br />(1) 2x6 KING STUD AT EVERY HEADER. <br />8. ST INDICATES SHEAR TRUSS. DESIGN FOR 250 PLF AXIAL LOAD. <br />9. ALL RATED SHAFTS TO BE CONSTRUCTED SIM TO 16/S10.1. <br />10. INDICATES 2-HR RATED WALL. <br />11. IT IS ACCEPTABLE TO SHIFT A SINGLE JOIST IN A UNIT OVER UP TO B" TO <br />AVOID PLUMBING <br />m <br />HSS 4x%" <br />P7R;S13 <br />S S <br />BEAM LOCATION <br />DOES NOT VARY <br />FLOOR TO FLOOR <br />YP AT 9 I riIR <br />C K C A <br />❑F 15 YP ❑F <br />10 <br />S10 TYP <br />3 TYP <br />S10 AT DECK <br />B.g <br />LEVEL 3 FLOOR FRAMING PLAN <br />B.f <br />6 <br />1C <br />ELEVATOR LOBBY FRAMING <br />FLI <br />B 11%" TJI-110 AT 16" O.C. <br />W/ %" FLOOR SHEATHING <br />❑F <br />© S <br />111 <br />SOU TH SCALE 1/8" = 1'-0" <br />HANGER SCHEDULE <br />MEMBER <br />HANGER <br />REMARK <br />TJI FLOOR JOIST <br />ITS SERIES <br />TYPICAL <br />MIT SERIES <br />AT %" OFFSET <br />46, 48, 410 <br />AND 6x10 <br />HUS SERIES <br />TYPICAL <br />HUC SERIES <br />AT CORNER POST OR <br />CONCEALED FLANGE COND. <br />(2)1% LSL <br />MIU SERIES <br />TYPICAL <br />(2)1 % LSL <br />HUCQ SERIES <br />TYPICAL <br />3Y LSL/PSL <br />HHUS SERIES <br />TYPICAL <br />5% PSL <br />HHUS SERIES <br />TYPICAL <br />3% GLB <br />HGU SERIES <br />TYPICAL <br />5% GLB <br />HGU SERIES <br />TYPICAL <br />5%x6 GLB <br />HWP5.25 <br />TYPICAL <br />NOTES: <br />1. HANGERS WITH MIN AND MAX SPECIFIED NAILING ARE TO HAVE <br />MAX NAILING PER MFR. <br />1 TYP <br />10 ❑ <br />phimm <br />❑F <br />TYPICAL CORRIDOR FRAMING <br />11% TJI-110 AT 16" O.C. <br />W/ %" FLOOR SHEATHING <br />W/ 10d AT 6" O.C. MID -LANDING FRAMING <br />PANEL EDGE NAILING 11%" TJI-110 AT 16" O.C. <br />AND 1" MAX GYP-CRETE W/ j" FLOOR SHEATHING <br />TYP 3 AND 10d AT 6" O.C. <br />AT DECK S10 PANEL EDGE NAILING <br />B © © ❑F <br />71=7=-im <br />IF11■■7 <br />INS �1191 <br />I <br />❑F <br />TYPICAL DECK FRAMING <br />SLOPED 2x8 AT 16" O.C. <br />W/ %" FLOOR SHEATHING <br />AND 10d AT 6" O.C. <br />PANEL EDGE NAILING <br />Imam <br />HOME <br />o <br />FRAME WALLS <br />LANDING TO <br />LANDING <br />❑D <br />12 <br />1 <br />FRAME W <br />LANDING <br />i LANDING <br />0 <br />LOW ROOF FRAMING <br />PER S3. 9 <br />0 <br />TYPICAL FLOOR FRAMING <br />118 TJI-110 AT 16" O.C. <br />W/ %" FLOOR SHEATHING <br />W/ 10d A TC O.C. <br />PANEL EDGE NAILING <br />AND 1" MAX GYP-CRETE <br />B.h <br />POST SCHEDULE <br />MARK <br />SIZE <br />AA <br />46 DF#2 <br />0 <br />6x6 DF#2 <br />OC <br />HSS 3%"SQ.x%" <br />* INDICATES FRT POST <br />BEARING WALL SCHEDULE <br />LOCATION <br />STUD SIZE AND SPACING <br />LEVEL <br />EXTERIOR WALLS <br />2x6 DF STUD AT 16" O.C. <br />L2-L6 <br />INTERIOR BEARING WALLS <br />2x6 DF STUD AT 16" O.C. <br />L2-L6 <br />CORRIDOR WALLS <br />2x6 DF STUD AT 16" O.C. <br />L3-L6 <br />2x6 DF STUD AT 12" O.C. <br />L2 <br />PARTY WALLS <br />2x4 DF STUD AT 16" O.C. (EA WALL) <br />L2-L6 <br />HEADER SCHEDULE <br />MARK <br />SIZE <br />REMARKS <br />BRIG STUDS <br />L3 <br />L4 <br />L5 <br />L6/R <br />❑A <br />46 <br />HEADER <br />2 <br />1 <br />1 <br />1 <br />© <br />48 <br />HEADER <br />2 <br />2 <br />1 <br />1 <br />© <br />410 <br />HEADER <br />2 <br />�D <br />1%x11 % LSL <br />RIM/BEAM <br />*3 <br />*2 <br />*2 <br />*2 <br />D2 <br />(2)1%x11 % LSL <br />RIM/BEAM <br />❑E <br />13/x11% LSL <br />RIM/BEAM <br />E2 <br />(2)1%x11% LSL <br />RIM/BEAM <br />❑F <br />3%x11 % LSL <br />WIDE RIM/BEAM <br />© <br />%x11 % PSL <br />BEAM <br />PER PLAN <br />3&11 % LSL <br />AT 2x4 WALL <br />RIM/BEAM <br />2-HR RIM <br />%x11 % PSL <br />AT 2x6 WALL <br />RIM/BEAM <br />❑J <br />5%x6 GLB <br />BEAM <br />2 <br />2 <br />2 <br />2 <br />�K <br />5%x12 GLB <br />DROP BEAM <br />PER PLAN <br />© <br />5%x7% GLB <br />BEAM <br />PER PLAN <br />❑N <br />7 PSL <br />BEAM <br />2-RIM AT ROOF PER DETAIL <br />© <br />410 DF#2 <br />ROOF DECK BEAM <br />PER PLAN <br />NOTES: <br />1. PROVIDE ADDITIONAL BEARING STUDS AS NOTED ON PLAN. <br />2. * INDICATES BEARING STUDS AT EA SIDE EA OPENING. <br />9706 4th Avenue NE <br />Suite 300 <br />Seattle, WA 98115 <br />P: 206.523.0024 <br />F: 206.523.1012 <br />www.dogengr.com <br />�V1 C. 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