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WRITTEN DIFEN�IONG ON THIS DRAWING SHALL HAVE FREGEDENLE OVB2 SLALED DIMENSIONS. �'-�' <br /> GONTRAVTOR SHALL VERIFY ALL DIMBGIONS, IFIW DNS,ETV.PERnA F W THE WORK <br /> BEFORE PROVEEDING.TIE OMNER MJ5T�'NOTIFIED OF ANY VARIATONS FROM ION q.> <br /> DIMBGIONS AND/OR GONDITIOM T OVN ON WIE DRAWINGS.ANY 9LYA1 VARIATION SHALL BE ARMSOL� <br /> BY TIE DwIBI PRIOR TO PRO T To wIT/Tff WORK OR TE fANTfNGrOR SHALL 7' - ?-L <br /> _..•RESPCNSIBILItt FOR TIE COST TO REVTFY SANE. ° . IIS1'EIdCfIE(1SDN <br /> T STATE OF W.4SHIN07'ON <br /> a m a <br /> AT lFL <br /> e" <br /> Cn <br /> BEAM AND GONNEGTION NOTES ryry y �YU �rl '� <br /> ALL BEAMS THAT ARE NOT WINDOW OR 32.-O <br /> DOOR HEADERS OR UNLESS GALLED OUT ON <br /> THE PLANS ARE TO BE EITHER BELOW PLATE <br /> (TOP OF BEAM 15 FLU5H WITH THE TOP PLATE) FDN VB115 TYP x <br /> OR ABOVE PLATE(THE BOTTOM OF THE BEAM le'ze'SVi+gt✓® Y <br /> 15 AT THE TOP PLATE OR IN THE FLOOR 5Y5TEM) S RE41R®G516 STRAPS HUG48TF �/ C <br /> ALL BEAM TO WALL CONNECTIONS ARE TO USE <br /> ST S S 3 S W g yt <br /> FROM THE BEAM TO THE SUPPORTING AN — p�A I I, 1 I�lJG481F P"� .y5g3p{ <br /> UDS OR P05T5 �T __ —_l...I='T"— —————— <br /> ALL BEAM HANGARS ARE TO BE 51MPSON OR SIMILAR <br /> APPROVED HANbAR5.THE CONTRACTOR IS TO VERIFY v J <br /> PRIOR TO CONSTRUCTION THE AVAILABILITY OF HAI—AR5 <br /> GALLED OUT ON THE PLANS <br /> USE G516 5TRAF5 FOR 5PLIam BEAM CONNECTIONS <br /> (AT SUPPORTING P05T5) <br /> FLOOR FRAMING NGfES: I <br /> 2x12 FLOOR JOISTS•16"Ds.TYPICAL <br /> UNLESS NOTED OTHERWISE W/2. V 4x8 PP.>12 �1 STOCK SOLID BLOCKING•BEARIN6. — <br /> EXTRA JOISTS UNDER PARALLEL WALL5. g <br /> CRAWL 5PAGE VENTILATION GALG'S T I axn F.T.Poer axe• M CRA^L SPACE _ 1 <br /> I Ienen�cONc.PAD.Tw. 11 <br /> 5T2 SF OF CRAWL SPACE AREA I Irtur9s aiNenvll Now III I <br /> 5T2 SF/150=5.51 I VAPOR <br /> I I <br /> 5.51 SF x 144 IN/SF-544 51 I 6ARRIB3 ro e MIL.BLKK VA VA of Pnz �p <br /> 549 51 TOTAL VENT AREA REQUIRED I IV I]" • ram\ <br /> o^ a 4' N421 <br /> B' <br /> VENT AREA=125 51 <br /> 544/I26=4.29 NUMBER OF VENTS REQUIRED <br /> 5 TOTAL VENTS PROVIDED J K <br /> m O1O ox <br /> FOUNDATION NOTES ,YVyV— <br /> I — <br /> TII II <br /> I. INCRAPROVIDE CRAWL SPADE DRAIN AT LOW POINT 0'I I ♦4 I I <br /> IN CRAWL SPACE. ( vBxO.E I l <br /> 2.SLOPE ALL CONCRETE STOOPS AND/OR PATIOS I I <br /> 1/4"PER FOOT AWAY FROM DOORWAYS. I I � '� rs�12 p N 7 <br /> 3. ALL WOOD IN CONTACT WITH CONCRETE <br /> SHALL BE PRESSURE TREATED OR CEDAR. I I sFz,1 !1n <br /> 4. PROVIDE SOLID BLOCKING UNDER I 1 NSUL I Ell — <br /> BEARIN6 VISQUEEN VAPOR BARRIER WITH WALLS. 4"GONG.SLAB ON <br /> CV 2 <br /> 5. PROVIDE 6 MIL. I I 4"GRANULAR BED I <br /> 12"OVERLAP Ar SEAMS TO TOP OF FOOTIN6 I I ON TAI.SLOPE 3 OO.H..ORAPE I .filnn <br /> THRU-OUT CRAWL SPACE. IN I I o 4 I V <br /> 6.FASTENERS INTO OR IN CONTACT W 4B' <br /> WITH PRESSURE- I I \j <br /> TREATED OR FIRE-RETARDENT WOOD SHALL BE OF 8"CONC.F ATION WALL I I OF.w2 <br /> HOT-DIPPED GALVANIZED STEEL,STAINLESS STEEL, 4xl• <br /> SILICON BRONZE,OR COPPER. TYP.Y 2 5T t 1 <br /> EXCEPTION-1/2 INCH DIAMETER OR GREATER 16"x1" T. NC.FOOTING <br /> STEEL BOLTS. TYP.•2 T <br /> m <br /> 0 <br /> I I L <br /> I qNVsL.{.D <br /> BEARING WALL ABOVEa"`ePAVaf ILL a,'- Fpl'91' dote: 04-15-21 <br /> — — — FLOOR LINE ABOVE I I VON,.POOTINe I �- " jµ• TM 5x MBM. Q permit: <br /> — '"— MULTIPLE 2x SNDS s POINT LOAD I L__———___•o•N_D°°R •4 sTs STEEL r 1 <br /> --____-- --J I • 'O• MAX m 'Y revisions: <br /> (2)2x TYP.UNLESS NOTED OTHERWISE I EflsE sLb <br /> PT.LD. li POINT LOAD ABOVE <br /> ABv, pl „ <br /> ® 4x4 P057 x B <br /> I-1 Z� <br /> SHEAR NOTE:5EE 5HEET LI FOR SHEAR WALL cl hoc n by;by:M A <br /> NAILING SCHEDULE,6 DETAILS. 3�'-O"OVERALL <br /> SHEAR LEGEND: <br /> SF-f��T <br /> INDICATES SHEAR WALL <br /> ® REFER TO SCHEDULE <br /> X )K—DENOTES HOLDOWN LOCATION; � OF <br /> ® SEE PLAN FOR TYPE r-O U u'D AT I O I� PLAN <br /> /� 1. <br /> — I <br /> DENOTES STRAP LOCATION <br /> SEE PLAN FOR TYPE R E SEE GENERAL NOTS I L�l �l SGL.AC, 1/4" • P-O" <br />