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TYPICAL FOUNDATION NOTES lrl>r Dmex INN. <br /> ALL CONCRETE FOOTINGS SHALL BEAR CN www.cwde Igninc.00m <br /> UNDISTURBED SOIL WITH A MINIMUM SOIL BEARING <br /> CAPACITY OF ISmO POF(TYP LINO) P.O.Box 478 <br /> Renton,WA 98057 <br /> ALL CONCRETE FOOTINGS ARE MEASURED TO 425271-0062(off-) <br /> 22'-3" THE CENTER AND SIZED PER PLAN 425226A699(fax) <br /> INSTALL ASPHALT EMULSION AT ALL BELOW Copyright 2012 <br /> GRADE CONCRETE FOUNDATION WALLS AND ©CW Desi n,Inc <br /> FOOTR-Ya9.APPLY TO THE EXTERIOR FACE <br /> 9 <br /> 1'-3 I!T" <br /> PT 4x4 PT 4x4 PRESSURE TREATED MUD-811.1 PER PLAN <br /> COL COL wwrrw oxmreTV cw—°"•v"' <br /> L _I p TREATESSURE <br /> ALL D FASTENERS <br /> SHALL ISE THOT-DIPPED —,PT 4x10QF'1• +�? "ec'iEo o�.0 <br /> p F9 = = I Y GALVANIZED OR STAINLESS STEEL �� � r.waoeam ro r�ron..a riEr�� �mwn"im. <br /> Y I '�siwcrro"rwsE.�r"a, �ona+clws <br /> N m m s10 SYMBOL LEGEND 4 )6 3'-0" xaearox. who wnn ooµ <br /> m noxa , " �,•.xaoa _ <br /> 4 _ _ — —_ — rFx F1.30"x30'xl2'DP W/(3)•4 EA WY ;\ — __—__—_—_ _ _ ioi+o• <br /> < .:c ,_..:.1 .:...:; ;!I I I F2.24"x24'xl0"DP W//2)•4 EA un- _ <br /> F ---------- -- --- L-_J F3. 8"x8°xa'TiP �.:. — n ervi in Y�•w <br /> - L J ——— CONTINUOUS CONCRETE FOOTING I <br /> I------^�-r - -------- <br /> I PER PLAN 1 \�E((! 4 t om aµsnww�oanru <br /> 1 1 11'-10 3/4" _ 10'-4 I/4" I I = CONCRETE FOOTING AND STEM I 4 J <br /> WALL PER PLAN � _—_- <br /> 2 - I W-Nf• —, I 1�DIFFEIWIENCE <br /> TO 1FI�i_; 'i I I \ <br /> La `ALIGN W1 REMOVE EXISTING(oxb MUD-SILL AND _J <br /> COLi COL ABV I`S I SET(E)2x8 FLOOR JOISTS ON NEW PT j <br /> i I MUD-SILL PER PLAN AND DETAILS <br /> I 1 fl II 4x6 COL I F+I IF AS-BUILT CONSTRUCTION 15 <br /> I 1 (Typ UNO) I I DIFFERENT THAN NOTED OR SHOWN, I I <br /> r, I I CONTACT OUR OFFICE <br /> 1 1 L J 1 I NEW MUD-SILL -PT 2x6 W/ <br /> WL SPACE <br /> 5/8"DIAxIo"ANCHOR BOLTS AT (E)2x9 FLR J8T9 W/R-3D L T J <br /> 1 ` 1 ? 6 ml.POLYETHY =cit 24"OC W/GALV 3"x3"x1/4"PLATE —1 1 HIGH DENSITY BATT, <br /> 1 1 e ER• 12"L "s WASHER. AT GRID 01 ANCHOR LIO <br /> THE UNDERSIDE OF <br /> Q� c— <br /> I I BOLTS AT 12"OC (E)2x8 JOT TO MATCH i <br /> 1 TN DEPTH I V N <br /> ALL SECTIONS ARE TYPICAL AND <br /> r- <br /> 1 I J- SHOULD BE USED AT ALL SIMILIAR I I �D(z)2x9 ___ ¢ Co <br /> m 1 I C L-I-' JJ-ALIGN B LOCATIONS I =r--_—- -- CB <br /> 8"ABV 91.0 m A Mnwaa ----))I L .I-J 10 �. A ,yam <br /> r,T-1 r P3 1 T, - 91.1 SIM L-L <br /> } I TYPICAL FOUNDATION NOTES <br /> L I J I'', FLOOR DESIGN LOAD Lat j <br /> 1 I C J 51 I LIVE LOAD -40 PSF ;. 0T I <br /> DEAD LOAD - 10 PSF 10 v l I t i L <br /> F3MUD-SILL <br /> L'+ 1 PRESSURE TREATED PER PLAN Q� <br /> + I •:I 2 === =ADD(2)2x9_1-_ I I I 1 CD <br /> I I 8 L 0 ALL FASTENERS IN CONTACT WITH PRESSURE N <br /> I —f i �_ W <br /> TREATED MATERIAL SHALL BE HOT-DIPPED <br /> GALVANIZED OR STAINLESS STEEL <br /> ALIGN W/ I <br /> COL ABV I (E)2x8 F JETS W/ -30 <br /> g a ALL CRAWL SPACE COL$HALL BE 4.6. USE PT "4IGP DENSITY BATT,INSTALLI 1 <br /> COL WHEN IN CONTACT W/CONCRETE OR WITHIN 12x2 TO THE UNDERSIDE Or <br /> 910 1,•a r , , o 6"O-CRAWL SPACE GRADE.PROVIDE(2) EACH(E)2x8 J8T To MATO <br /> LAYERS I5•FELT BETWEEN COL AND CONC FTG. ■ 1 I T <br /> INSULATION DEPTH T <br /> CONNECT COL AND BEAM PER PLAN(TYP UNO) _J I 1 <br /> PROVIDE DBL Jere UNDER ALL PARALLEL <br /> Y 4 1 I WALLS(TYP UNO) <br /> STEP FDN 2"TO r 1 I )I d H( xm <br /> MATCH JOIST _ 91m PROVIDE A MINIMUM OF I8"x24"CRd11L SPACE r -.' <br /> I DIFFERENCE I I 91MP90N S HDI RJ <br /> 14OLDCU.N /(3 ) ACCESS. WEATHERSTRIP AND INSULATE TO R-30 I 11 1 1 1 0 <br /> 1 —— — J I Ibd SINGER SYMBOL LEGEND <br /> I 91.1 lr• -- -- <br /> O—___ <br /> m <br /> 2 I 1 r 9TH 14RJ _ I� 145°xe"CRAWL SPACE VENT iI\!NE <br /> 91� I 1 m 1 Pi 4x6 5 Y �•�•� POST AND BEAM PER PLAN 1 <br /> COLI. FLOOR JOISTS PER PLAN m I :i I .I. L•� 6 I 11 , No. Remarks Date <br /> - \ g• _ ••.LLL JJJ `JJJ••.��_ <br /> / b PT 6x6 • t� EXISTING FLOOR JOISTS PER PLAN - N'• \� -� _ PT 4x10 Dr-2 / 1 Submittal Set 01/09/13 <br /> ' "- 2 C Comm 02/05/13 <br /> �•+ 'h .. <br /> COL N\ .:, :.. .:., /� CONCEALED FLANGE hY <br /> —————— —— —.' SIMPSON HANGER PER PLAN -————_____— HANGER <br /> CRAAL SPACE VE=NTILATION <br /> 91.0 TOTAL VENTILATION AREA•811 SF <br /> (REQUIRED-1 9F VENTILATION/150 SF AREA) <br /> 811 SF/150 OF.525 SF <br /> (EACH 145"x8"SCREENED VENT PROVIDES 0,60 <br /> W NET VENTILATION) <br /> 525 SF'060 <br /> SF•5.15 <br /> -0" 8'-I IR" i2'-I I/2° 10 TOTAL VENTS REQUIRED/II VENTS PROVIDED <br /> 22'-3 <br /> Sheet Name: <br /> vvv ��IJJJ Foundation Plan <br /> Main Floor Framing <br /> N 1=OUNDATION PLAN N MAIN FLOOR FRAMING PLAN Plan <br /> Scale: 114"=1'-0" <br /> Project No: 12085 <br /> Date: Feb 5,2013 <br /> Drawn By: WJB <br /> stews: Submittal Set <br /> �l�2 A2.0 <br />