Laserfiche WebLink
FOOTING SCHEDULE <br />WANK <br />F FAR <br />12 <br />6.12.12 <br />iS <br />7.15.15 <br />18 <br />8.18.IS <br />20 <br />9.20.20 <br />24 <br />10.24.24 <br />2 4 EA. WAY <br />30 <br />12.3D.30 <br />2 '4 EA. WAY <br />36 <br />12,36.36 <br />3 04 EA. WAY <br />FOOTING NOTES <br />DGERIR PADS. 10 E100N 16• BD OW (RACE <br />ROIDYE ALL WOOD FORDS BEFORE EACKFIWNG <br />FOUNDATION NOTF.SL <br />I •�MFprE S0 A t. % A ]! CAM <br />\If CA-DE <br />Q P. VETToc <br />•rmMa ro Ta:r w ;am Tv urlDET <br />01 <br />Lj K a TTOW a T Sim ro el <br />r Ir.•A• 0C armrvs <br />T 17T AR wrs0' - ..U3 <br />O/� dfM O F..i 01 .415 <br />,.T4 r.2 <br />..INN M37+ 0 M• PC <br />(.MN Shd' SGNR P ..9651 <br />"m ears 112' .w w' naW wc0 <br />r% <br />wc� TrK.rot.cT .Arran[ e[ <br />•wPPx m Lcmrc o.TT< SU vm <br />4 tAL IT. V..w A K.Ow µt rYvi <br />4 .om Twian To e.n� <br />• LL 91E•F..M iU .... CAS 1 hl•AIMS <br />TO I I. FCCLD TW. 10 CO'DO.4. <br />• LL .Ocr DO. OOAAA n $V.LL DUTY .10 <br />wnly D'.T .11 .J. TNC "K <br />a TC r..1. MO N.n M .N 4NF040 <br />W.MCK <br />YW'Am IOURL LV IY LIRA T WACL MU Of <br />\• eDO. CRAN- OtR rD0'NL TO U Ill - <br />PROVIDE SOLID C04CRETE CONNECTION <br />BETWEEN BOTTOM OF POST O FTC <br />PAD WITH EITHER A 6.6' PLINTH <br />OR WHEN POURING THE SLAB TYPICAL <br />NCHOR BOLT INFORMATION <br />•• CHECK SHEARWALL NOTES FOR CHANGES .•. <br />• PER I.R.C. R403.1.6 <br />•1/2- DIN A.B. PER DETAIL PAGE. <br />• EMBED MIN 7'. NOT MORE THAN 6' APART. <br />(4' FOR 2-STORY) <br />• (2) A.B. PER PIECE MIN. <br />' ONE BOLT LOCATED NOT MORE THAN 12' OR LESS <br />THAN (]) BOLT DIA-S FROM EACH END PIECE <br />• 1'.3'.1 4' PLATE WASHER EACH BOLT <br />IF ANCHOR DOLT WASHERS j <br />3"x3" SQUARE x 1 4" THICK <br />UNDER FLOOR <br />INSPECTION REQUIRED <br />PRIOR TO INSTALLATION OF ANY <br />FLOOR SHEATHING OR DECKING <br />.3- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br />Ir------------------------------� <br />III 1 ,•_,1 <br />�I-R-BO, _ FBI, <br />IL J 4,15 02 HF L J <br />WCONr0 CTrs <br />TYPICAL u11.0. 1 II <br />I <br />I <br />I I I II <br />ICI, <br />IL0J <br />PPOMDE R4t82 <br />PER SEC..08 <br />INSTALL ONEE VENT NLNT <br />WITHIN 3'-0' a <br />EACH COINER <br />I'------ <br />EI-------- <br />4' CONIC SLAB <br />0$ 7T6 P T. DECK JST <br />O 16 O.C. W/DBL RIM <br />(ADD MID PAD FROTH SPANS) <br />NOTE. 1B' PADS MAY BE <br />IJ REPLACED WIN 24' <br />NOTE: <br />SHEARWALL A.B.'s A14D HOLDDOWNS <br />MUST BE INSTALLED PER <br />SW SCHEDULE. VERIFY LOCATIONS <br />L <br />J-I <br />F8I, <br />-~J <br />_ <br />_ FBI,I <br />_ <br />LJ - LJ <br />L7J <br />LJ <br />CRAW. SPACE <br />18' WIN. CRAW. SPACE U3171 <br />R-30 IYSLL IN JS1 SPACE <br />-6' '-0. <br />6 WIL BL POLY VAPOR BARRIER <br />COl/BEAM CONAECT/R502.9 <br />SOLID BIA'G /R502.7 <br />V WIN MR SPACE 0 OM ENDS <br />LJ i--- <br />1 <br />-----------I <br />11 <br />1E AT I <br />o F�71 <br />V- <br />FRAMEOUI <br />L-STEEL <br />FOR FURN <br />BOLLARD <br />VERIFY SIZE <br />& LOCATION <br />PROVISION SHALL BE MADE TO PREVINT <br />WATER FROM COLLECTING IN CRAV SPACE$ <br />AND MOM LEAKING ONTO BASEMENT FLOORS <br />SUPPORTINSUL <br />® 24" O.C. MAX <br />JRQ COMPRESSION <br />DIALS: 4' CONC. AR <br />IMP <br />A-C . 54'-5 7/8' <br />A-D - 42'0 3/4' <br />gOLLPCA j0 DOORS <br />- <br />B-D = 42'-O 3/4' <br />B-E = 51'-2 3/4' <br />I <br />no— — — — — — — — — — <br />Ip <br />w s — J <br />FOUNDATION PLAN SCALE: 1/4"=V-0" <br />REMOVE ALL WOOD FORMS PRIOR TO BACKFILLING <br />I <br />NOTE: <br />PROVIDE SOLID BEARING <br />BOTH ENDS OF ALL BEARING <br />BEAMS & GIRDER TRUSSES <br />TO THE FOUNDATION. <br />^' 1 HOIDOWNS. FRAMING <br />^" ANCHORS ATID SHEARWALLS <br />MUST BE INSPECTED BEFORE COVERING <br />FAWN CREEK DESIGN <br />429 PINE CREEK ROAD <br />TONASKET. WA 9BB55 <br />509-486-1958 <br />n <br />( i) <br />