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n- <br />co <br />P <br />co <br />CD <br />LO <br />ev <br />w <br />�I <br />>I <br />0 <br />LO <br />co <br />0 <br />0 <br />o� <br />x <br />z <br />LL. <br />BLDG.FOUNDATION/ <br />1/4" o 11m01, <br />0 <br />0 <br />Ak 9,A <br />PLAN NOTM <br />1. 5LAB=ON-6RAPE 5HALL BE 4" THICK, U.O.N. PROVIDE 10 MIL VAPOR BARRIER BELOh 5LAB AT <br />INTERIOR 5PAGE5 OVER 4" FREE -DRAINING GRANULAR FILL PER GEOTEGHNIGAL REPORT. <br />SEE AR( HITE( TURAL DRANING5 FOR 5LAB DEPRESSION AND 5LOPE REaUIREMENT5. <br />2 PROVIDE GON5TRU6TION/GONTROL JOINT5 IN 5LAB5 ON GRAPE TO VIVIPE SLAB INTO <br />RECTANGULAR AREAS 144 5GUARE FEET OR LESS. AREAS SHALL BE APPROXIMATELY 5WARE <br />AND HAVE NO AGUTE ANGLES. SEE 5PEGIFIGATION5 FOR ADDITIONAL REWIREMENT5. JOINT <br />LOCATIONS MUST BE APPROVED BY THE AR( HITE(T. 5EE 5/53.01 . <br />3, TOP5 OF ALL EXTERIOR FOOTINGS ON TH15 PLAN SHALL BE BURIED BELOh FINISHED GRAPE AS <br />5HOVAN IN DETAIL 20/53.02 , U.O.N. OVER EXCAVATE AND PLACE 5UITABLE COMPACTED FILL A5 <br />PIREGTEP BY OWNER APPROVED GEOTEGHNIGAL ENGINEER INHERE REOUIREP, GONTRAGTOR <br />SHALL 000RDINATE WITH FINAL SITE GRADES AND MAINTAIN MINIMUM DEPTH 0E FOOTIN65 SHOWN <br />ON THE OWINGS. 5EE 10/53.01 FOR 5TEP5 IN FOOTING, WHERE REQUIRED. <br />4. SEE ARGHITEGTURAL/MEGHANI(AL/(IVIL/UTILITIE5 PRAWING5 FOR UNDER51LAB PIPING. <br />G00RDINATE FOUNDATION PEPTH5 AND PIPING IN AC( ORPAN(E WITH 14/53.01. <br />5, STUD WALL5 SHALL BE HEM -FIR 5TUD GRADE 2x 5TUD5 @ Wbr,, U.O.N. 5EE ARCHITECTURAL FOR <br />WALL TYPES. SEE 20/56.06 FOR 5PEGIAL 5TUD REMIREMENT5 AT HEAVILY NAILED SHEAR WALL <br />PANEL ED6E5 WHERE 3x FRAMING 15 REGUIREP. SEE 4/56.01 , 10/56.01, AND b/56.01 FOR <br />HOLE5 AND NOTCHE5 IN 5TU05 AND PLATES. SEE GENERAL 5TRU6TURAL NOTE 31 FOR TYPICAL <br />WALL FRAMING NOTES. <br />6. P05T5 OR JAMB 5TUP5 5UPPORTING BEAM5, GIRDER TRU55E5, OR P05T5 AE30VE SHALL BE (2) <br />STUDS, U.O.N. NAIL 5TUP5 TOGETHER PER GENERAL 5TRU6TURAL NOTES. <br />1. 5ELE-16HTENIN6 HOLP0WN 5Y5TEM 5HALL BE DE516NEP TO RE515T NET UPLIFT AND <br />COMPRE5510N FORCE5 PER 5GHEDULE 0E 6/56.06 . SEE GENERAL 5-TRUrTURAL NOTES FOR <br />REQUIREMENTS. GONTRAGTOR 5HALL WORDINATE ALL LOGATION5 OF HGLDOWN ANCHORAGE TO <br />CONCRETE WITH THE HOLD0WN 5Y5`1 EM MANUFACTURER. <br />& NOT USED. <br />q. AT PLYNOOD SHEATHED NALL5, CONTRACTOR SHALL .EXTEND SHEATHING TO AGHIEVE FULL <br />COVERAGE OF ENTIRE NALL TO AVOID CONFLICT5 BETWEEN VARYING PLYWOOD AND GWb <br />THIGKNE55E5. <br />O FOOTING MARK PER 20/53.01 <br />MULTI -STUD P05T TYPE 'X' PER 5GHEDULE <br />TH15 SHEET e NAIL TOGETHER PER <br />GENERAL 5TRUGTURAL NOTES <br />5TRUCTURAL NALL TH15 LEVEL <br />(PER PLAN NOTE 5) <br />® P05T TH15 LEVEL (SEE PLAN NOTE 6) <br />SFE 16/53.02 AT TYPE 'A' 5F15MIC FORGEI l Y7L ° <br />HOLPOM5, TYP. (SEE GENERAL 5TRUCTURAL NOTE 14) <br />SHEAR WALL TYPE TH15 LEVEL <br />Pyx PER 5CHEDULE ON 20/56.06 <br />(SEE PLAN NOTE 5) <br />HDx HOL®OWN RUN TYPE 'x' <br />PER 5GHEDULE OF 5/56.06 <br />STUD WALL5 PER PLAN (5EE PLAN NOTE 1) <br />NOTE 5, TYP. :2x6 MIN. @ <br />EXTERIOR WALL5 SPYSB 51MP50N 5TRONG®WALL <br />5W5131 W.5 <br />HDU* 51MP50N HOU5®5052.5 <br />HOLPOWN PER 5/56.06 <br />high low STEP IN FOOTING PER 10/53.01 <br />15200 52nd Ave. South <br />Sure 300 <br />Seattle, WA 93188 <br />Phone 206.766.3300 <br />wwwjohnson6raund.com <br />ARCHITECTURE <br />INTERIOR DESIGN <br />Greg L. AIIwJine, AIA <br />Jeffrey A. Williams, AIA <br />001 SECOND "EEIUE -SUITE 900 <br />SEAATTLE, WA 90104 <br />P: 206/343-0460 <br />F: 206/343-5691 <br />A CONSULTING <br />STKUCTUKAL AND CIVIL <br />ENGINEERING CORPORATION <br />ISSUE DATE: Issue Date <br />N <br />LSD <br />-co <br />® 91 <br />0 � <br />CA <br />z <br />® <br />® <br />0P <br />o� w <br />0 <br />z 0 <br />z <br />�� <br />©EM <br />0 <br />0 <br />®MD_ <br />0- <br />W <br />PROJECT#: S1®2046-03 <br />DRAWN BY: JAT <br />CHECKED BY: CMp <br />BLDG. G-LEVEL I <br />FLOOR FRAMING PLAN <br />