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Lo <br />9 <br />00 <br />OD <br />Q <br />Lo <br />m <br />WA <br />X <br />I <br />GL 5%X102 (F) <br />ITN <br />TYP. AT ALL WINDOW <br />OPNG5. IN EXTERIOR <br />\ gHPAR AAI I C) <br />11 <br />PT 2xb @ 16" or, W/ LU5 HANGER5 <br />(ZMAX 5ERIE5 GOATING PER <br />GENERAL 5TRU6TURAL 55) <br />P05T 51ZE PER 52.12.1, <br />TYP. (2 LOG5.) <br />-----_- - <br />5TAIR FRAMING <br />NriP4� A6i /F° / it Pi II i <br />PT W @ 16" ®G Y4/ LU5 HANGER5 <br />(ZMAX 5ERIE5 GOATIN6 PER <br />GENERAL 5TRU( TURAL 55) <br />P05T 51ZE PER 52.12.1, <br />TYP. (2 LOG5.) <br />5TAIR FRAMING <br />% % PER 20/56.03 <br />GL <br />sx1Ov 2LL(F) T r = GL ax1®. 2.(F) <br />I <br />----- r------- TT ---------' <br />I <br />OL 5%x1dY. (F) <br />r, II <br />I I I I <br />I <br />I I I <br />6L 63/4xlOY2 (F) <br />U <br />I I I I <br />6L 5%10Y2 (F) <br />I I I <br />I I I <br />5EE b/56.03 FOR <br />5TAIR FRAMING <br />I <br />I � GL �/�x1®�� (F)I I <br />r .I <br />6L 5YSx S <br />6L 5YW02 l <br />I I ` <br />- I <br />Z <br />I <br />1i <br />®4� (5)2xlO (F) <br />-- -- <br />C � <br />1® G5144-0" ®BEAM TO <br />BEAM (b L065.) <br />f1 <br />11 6L 5Ym1®Y, (F) II <br />I <br />I <br />I � <br />I <br />I <br />I � <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />2x1O <br />@ 1�"® <br />I <br />I <br />I <br />I <br />F_ <br />m <br />HUG 5ERIE5 HANKER W/ ZMAX <br />60ATING PER GENERAL <br />5TRU( TURAL NOTE 35) <br />fV" rnNt .RP F ` tOPPINCf, <br />H6U5 5ERIE5 HANGER <br />TH15 LINE (b LOG5.) <br />M3 A R AC_ i)=0 01 A k I <br />HGU5 5FRIE5 HANKER <br />1® TH15 LINE (b LOGS.) <br />56.02 BEAM5 PER PLAN <br />NOTE, U.O.N. <br />- - ! 11b //l 5 'co <br />4 / 4 / <br />I I I <br />I I i <br />GL 5heXV% (F) i 12 <br />I 5�.®2 <br />I 'I <br />I I <br />I I (I <br />I I I <br />- v HANKER PER PLAN <br />NOTE 6, U.O.N. GL 6%XlOY2 (F) 6L 51WO% (F) <br />I I II <br />I I €I <br />6L 5Y&XlOY2 (F) <br />FLOOR 5HEATHIN6 I <br />% TOPPING PER <br />PLAN NOTE 1 <br />I I I <br />GL 51WOY2 (F 3 GL 5%8x Y <br />10Y2 (F) <br />13 6L 5Y 102 (F) � 1 <br />I I I 56.01 <br />OI5T5 <br />I I <br />6L 3Y 12 <br />- r_J L� <br />-------- .....__.... <br />1� (5)2xl® (F) <br />HUG 5ERIE5 HANGER <br />TH15 LINE (4 LO( 5.) <br />E <br />■ <br />11 <br />9 <br />PLAN 1K"OTE 4, U.O.N. <br />5TAIR $ LANDING PER <br />GENERAL GONTRAGTOR <br />I <br />I <br />L <br />40j <br />1� I <br />56,�1 I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />� I <br />i <br />I <br />I <br />I <br />I <br />I <br />I <br />PLAN NOTES: <br />1. FLOOR 5Y5TEM 5HALL GON5I5T OF 3/4" 6YP6LETF TOPPING OVER'/" T46 5HEATHIN6 (PANEL 5PAN RATING <br />4b/24). NAIL 5HEATHING AT ALL FRAMED PANEL E06E5, DIAPHRAGM BOUNDALIE5, BLOGKIN6, AND EXTERIOR <br />5HEAR WALL5 BELOW W/ 10d @ 6" ®6. NAIL 5HEATHING IN PANEL FIELD TO ALL 5TRUT5, 5TRUT BLOCKING, AND <br />INTERIOR 5HEAR WALL5 BELOW W/ 10d @ 3" ®(, 5TA66ERED. NAIL 5HEATHIN6 AT ALL INTERMEDIATE 5UPPOLT5 <br />W/ 10d @ 10"0(. 6LUE SHEATHING AT ALL 5UPPORT5 W/ ADHE5IVE CONFORMING TO A5TM 5PE6IFI6ATION 034%. <br />2. 5TUD WALL5 5HALL BE HEM -FIR 5TUD GRADE 2x 5TUD5 @ 1606, U.O.N. 5EE AR6HITE6TURAL FOR WALL TYPE5. <br />5FF 20/56.06 FOR 5PEGIAL 5TUD LEOUIREMENT5 AT HEAVILY NAILED SHEAR WALL PANEL ED6E5 WHERE 5x <br />FRAMING 15 LEOUIRED, 5EE 4/56.01 , 10/56.01, AND 8/56.01 FOR HOLE5 AND NOT6HE5 IN 5TUD5 AND PLATE5. <br />S. P05T5 OR JAMB 5TUD5 5UPPORTIN6 BEAM5, GIRDER TRU%E5, OR P05T5 ABOVE 5HALL BE (2) 5TUD5, U.O.N. <br />NAIL 5TUD5 TOGETHER PER GENERAL 5TRUGTURAL NOTE5. <br />4. FLOOR J015T5 5HALL BE TYPE DOUG FIR #2 2x10 @ 16"Or, W/ JB TYPE HANGER5 WHERE REO'D, U.O.N. 5EE 3/56.01 <br />FOR ALLONABLE HOLE5 IN J015T5. <br />5. BEAM5 5HALL BE (2)2xb AND DROPPED BELOW 5TUD MALL TOP PLATE PER 1 5/56.01 , U.O.N. <br />6. IN5TALL HU (MAX.) HANGER5 AT ALL FLU5H WOOD BEAM -TO -WOOD BEAM GONNEGTION5 AND ALL FLU5H 5KEWED <br />FRAMING GONNEGTION5, U.O.N. IN5TALL HUG HAN6ER5 AT ALL FLU5H Y400D BEAM-TO-GONTINUOU5 P05T <br />GONNECTION5, U.O.N. HU 4 HUG HAN6ER5 5HALL BE SLED TO MATCH NOMINAL DEPTH OF SUPPORTED MEMBER5, <br />U,O.N. <br />1. NOT U5ED <br />6. 5ELF-TI6HTENIN6 HOL®OWN 5Y5TEM 5HALL BE 19E5I6NED TO RE515T NET UPLIFT AND GOMPRE55ION FORGE5 <br />PER THE 5GHEVULE OF b/56.06 . 5EE 6ENERAL 5TRUGTURAL NOTE5 FOR REOUIREMENT5. <br />q. AT PLYWOOD 5HEATHED NALL5, GONTRA6TOR 5HALL EXTEND 5HEATHIN6 TO AGHIEVE FULL GOVERA6E OF <br />ENTIRE WALL TO AVOID GONFLI6T5 BETWEEN VARYING PLYWOOD AND 6W5 THIGKNE55E5. <br />10. AT AREA5 5HADED ON PLAN, CONTRACTOR 5HALL IN5TALL _9x OVERFRAMIN6 5PAGEP AT 24"®c., MAXIMUM, AND <br />5UPPORTED AT 4b" ®(, MAXIMUM. <br />------- <br />5TRU6TULAL WALL BELOW TH15 LEVEL <br />5TRUGTURAL HALL TH15 LEVEL <br />=1 <br />5PAN DILEGTION OF FRAMING <br />MEMBEL5 (5EE PLAN NOTE 4) <br />2x4 FLAT BLK6. <br />LJ <br />P05T TH15 LEVEL (5EE PLAN NOTE 12) <br />® <br />PO5T BELOW <br />Dj <br />DOUBLE J015T <br />(F) <br />FLU5H FRAMED <br />NUMBER OF 5TU05 IN MULTI-5TUD <br />P05T TH15 5HEET e NAIL T06ETHER <br />PER. 6ENERAL 5TRUGTURAL NOTF5 <br />(5EE GENERAL 5TRUGTURAL NOTE 14) <br />5HEAR WALL TH15 LEVEL - 5EF FIR5T <br />FLOOR FOUNDATION/ FRAMING PLAN <br />FOR GALL®UT (5W®X) � SG�EDU�E <br />STRUT <br />FLAMING MEMBER NAILED A5 <br />5TRUT PER PLAN NOTE5 <br />HD5 <br />5TRAP TYPE HOLDOWN <br />® <br />PER 1/56.06 <br />HDx <br />HOLDOWN RUN TYPE Y <br />® <br />PER 56HEDULE OF 6/56.06 <br />(SEE PLAN NOTE b) <br />z <br />0 <br />ISSUE DATE: Issue Date <br />Lo <br />Lo <br />Cq <br />OEM <br />MLo <br />® <br />- <br />00 <br />0 <br />z <br />®�� <br />e <br />® <br />0 <br />�m <br />®ram <br />®mom <br />PROJECTM <br />DRAWN BY. <br />CHECKED BY: <br />S 162046-03 <br />JAY <br />CmP <br />BLDG. G-LEVEL 2 <br />FLOOR FRAMING PLAIN <br />'S2 <br />1 6 <br />BLDGa oLEVELFLOOMINGPLA® m <br />z 1t�1/4"0 _ <br />- - -_ PERMIT 9/28/100 <br />1 <br />