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Date <br /> 10/16/16 <br /> ENGINEERING Designed <br /> cas <br /> BUILDING DESIGNED PER IRC SECTION _ <br /> P602 1^10017 WALL FRAMING - Drawn <br /> 8602.10 WALL BRACING ci`s <br /> Revision <br /> - — NOTES: <br /> I. ALL WOOD IN CONTACT w/CONCRETE TO BE PRESSURE <br /> TREATED. <br /> 2. ALL BEAMS TO BE 4x10 D.F.(U.N.0). <br /> 3. ALL POST TO BE 4X6 OR 4X4 B BEAM SPLICES <br /> ONLYN•NA.). <br /> / 4. ALL FRAMING HARDWARE TO BE"SIMPSON"OR EQUAL. <br /> FULL DEPTH BLKG. <br /> /// <br /> 5. ALL FRAMING HARDWARE IN CONTACT WITH PRESSURE <br /> (3)Ibd EA.BLOCK 8d®6"oc TREATED WOOD TO BE SIMPSON ZMAX OR EQUAL. <br /> 6. ALL CONCRETE PADS TO BE 18"XIS"X8"DEEP w/(2)*4 <br /> JOIST AND!,1(CATHING (2)I6d TOENAILS BE.511IDE <br /> PER PLAN THRU EA.JOIST E W.BOT N•N.0).CONCRETE FOOTINGS N O)W/18"WIDE x 8"DEEP <br /> S. BOLOWEST ADJACENTTTOM OF ALL OGTRADE,UNO.SHALL BE 18"MINIMUM BELOW <br /> *4X2-6"DOWELS TO *4X2'-6"DOWELS TO q. STEP FOOTINGS A5 REQUIRED BY GRADE. <br /> MATCH HORIZ.REINF. MATCH HORIZ.REINF. lO- REFS TO GENERAL STRUCTURAL NOTES SHEET SI FOR <br /> EPDXY INTO(E) EPDXY INTO(E) <br /> ADDITIONAL REQUIREMENTS. <br /> I ') 4X10 PER PLAN % FOUNDATION w/51MP50N FOUNDATION w/SIMPSON <br /> SET-XP EMBEDDED 6"MIN. 11_ DO NOT SCALE DRAWINGS FOR ALL DRAWWINGS. IONSER TO ARCHITECTURAL <br /> IX4XI2"GUSSET SET-XP EMBEDDED b"MIN. 12. ALL DIMENSIONS ARE TO FACE OF FRAMING. <br /> H/(6)8d NAILS 14. USE 2°x2"x3%b' WASHFERS ON ALL ANCHOR BOLTS. <br /> 13. VERIFY ALL DIMENSIONS IN <br /> 1' EACH SIDE / <br /> P1344 COL BASE TYP ////////l////f///////// ////////.�////////////////////✓,///7//{,(// . /�js <br /> STHDI4R� "♦ THD( R 1 <br /> \// /.••4:4\� \`:4.\A4ii FOOTING SIZE AND / t 'nm <br /> REINF.PER PLAN g FOUNDATION VENT CALCULATION <br /> 5 CRAWL SPACE AREA=462 SQ.FT. <br /> O A FOUNDATION POST CONNECTION VENTAREA(EGD =444 s=(462 O.FT)(II44 SQ.IWSO.FT) <br /> .IN. <br /> STHDI4RJO• A u____\. <br /> Q(1). <br /> °i2 VENTS REQUIRED =(444 SQ.IN)/02.5 SQ.IN.per Tx14 vent) <br /> 'RT. _(6)1X14 VENTS t�� <br /> � <br /> 8 # - <br /> ilto <br /> b <br /> A2 61 °• O n <br /> PANEL EDGE NAILING TYP. O ' •�•STHDI4RJ ! N <br /> OVER ALL HOLDOWN STUDS \ CRAWL SPAGE (71V <br /> si- <br /> HOLDOWN(where occurs)PER MIN.IS DEEP vi/6 MIL.VB O <br /> PLAN W/ALL-THREAD TO ABS PER SHEARWALL <br /> • MATCH AB.SIZE IN HOLDOWN SCHEDULE STHDI4RJQ• \ <br /> SCHEDULE VERTICAL GRAIN ELKS. <br /> TO MATCH HOEDOWN STUDS <br /> SHEARWALL PER PLAN <br /> (4)8d INTO EA.BLOCK <br /> NAILING PER CI IEARWALL / / q'-6• l'. <br /> q,�l. <br /> SCHEDULE(typ.) JOIST DIRECTION AND _ 4.STHDI4RJ <br /> NJp• SHEATHING t'tR PLAN <br /> 2x RIM JOIST �:y - -- -i <br /> (2)*4 CONT.TOP �IIW�wky;, 1 O <br /> (lyes.side of ab.) W�I� -"`"1~ <br /> I O <br /> ````..v`, 5THDI4KJO• •4..THDI4R-1 'ti <br /> (2)Ibd THRU EA. <br /> SLAB ON w �*ZW\�\//\//\V%— \ \ (1 Z <br /> i7;,' \IiS\.0, JOIST OR BLOCK 0 0 v Q F'�1 <br /> GRADE® E *4 HORIZ. �`�> PARALLEL,PROVIDE Q <br /> WHERE JOISTS ARE --1E <br /> *4 0 18"00 'st;i , 2x ELKS.048"oc O 0 TS Q <br /> :isVERT.(alt.bends) e``%tea 1,0 P.T.2x6 PLATE W!A.B. N N J� N O <br /> FOOTING DRAIN r A,,A(< PER SHEARWALL SCHEDULE _ <br /> BY OTHERS v 4 �� " (• 4'a 48"oc elsewhere) 1- <br /> (2) 4 CONT. ! •AIs(�% AGam. ALL FASTENERS INTO PRE_CURE / Iq'-O" / PI <br /> 0 <br /> BOT. TREATED WOOD SHALL BE GALV. F~y Z <br /> Z <br /> 5" 8" 5" OR 5TAINLCJ STEEL PER HTI <br /> GENERAL NOTES 11H <br /> C'n 11- <br /> OFOUNDATION STEM WALL iRAFTINs <br /> P.O.Box 2972 <br /> Woo&n,llo,W'arbington <br /> 98072-2972 <br /> Phone:(206)972-8317 <br /> FOUNDATION PLAN <br /> Emaib craig��rixdraflingmm <br /> Project No. 16-250 <br /> SCALE: 5132"= I'-O" i-"� <br /> /'./' \\! Sheet No. <br /> A2 <br /> OF 8 <br />