Laserfiche WebLink
FINISI/ CFAOE <br />� I4 <br />�4= <br />cV 6'qA P,GIRU� <br />J'PfRhLWA]EO �— �'�% <br />Pyy' FCOR,y� pNq� <br />CLWNECI IO EYJ51 <br />foa7WC okUN 5Y51d( . <br />a�a� sc <br />?'I GPA� RGi2 9!FAiY'lG FER PUN <br />%.i�£'ING FY/NS <br />_.\ <br />4�—aaa ma4tvc am ccti+� <br />y$ <br />_� �3'ASH GPAGE AT OtAN[ �Y',ICF <br />w/eua�crva <br />�' � tt����i:AtiWM'C <br />� FOUNDA TION DETAIL <br />r <br />��Z,. _ �. �,. <br />____` :f£ EIL iLINS FPP F�h4 <br />FouNo� rion�� P�,�n�� No rEs: <br />L AAB-ON-GRADE SHAC1 BE 4" 7HlCX µ1TH 6X6 W1.4 X W1.4 WyMs A7 CEN7ER U.O.N. <br />2. PRONDE CONS7RUCD0/I/ CONIROL �'INNi M SU7BS PE8 ARCH(�CR/RAL ORAWINGS AREAS SHALL BE <br />APPROX SOUARE ANO 400 SF OR LfSS 5� I;/S31 . <br />3 CONIRACTOR SNALL DE7ERMINE ACIUAL FOO7INC ELE'/A710NS BASED ON FlNA[ CRADES. <br />BOT70b1 OF FOOANGS 5.6'ALL BE SF_T ON COMPf7EN7, PROPERLY COMPACI�D BEARING SOIL BELOW <br />FROST OEP7K FROST DEF7N = 7'-6' . <br />4. FOOTINGS MAY BE LOWERED CR ,UODIA£D PER /6/S31 70 AYOID BELOW GRAOE PIPES ANO CONDUI7S, <br />5. ANCNOR BOCiS rCR fX7ERlOR WALCS SNA(L Bf SHEAR WALL TYPE Pf-'o UO.N. SEE ENG PLANS <br />SEE Sf°ARA7E E4CINEc'RING SHEfiS FOR <br />AODIDONAi CONr,qE.�c FOUNOADON DE7AICS <br />USf PRESSURE 7.RfAieD '!,�OOG WHEN lN CON7ACT Wi7H CJNC.4f7E <br />FOCI7NGS 70 BfAR ON UPlOIStiRBED SOIC OF 1.500 PSF NIN. <br />SIEP L0. FOUNDA710N ,£? SITE CUNDI?IONS <br />ALL WOOD COLUMNS 70 dc" PRESSURE ?REATfD 'N/ SIMPSON ADJ ME7AL COCUMN BASfS. <br />d" PERF"ORAIFD F007NG DRAINS ON OUiS'lD£ OF NEW PoUNCADCN FOOANGS- CONNECT TO (EJ S70RM ORAIN <br />4" 0/A 77GNTUNE �0 CO�JNfC7 70 AL DOYrNSPCUT�' ON OUTSIDE OF FOUNOADON- CONNECT 7"0 (EJ 570R1A DRAIN <br />OS = DOWNSPOUT <br />5" F0071NG W1DIX FOR 6RICK l£NffR _� <br />AC7GN NEW fLUNDA➢ON WACL <br />K'/ E.flS7NG FOUAIDAOON rY?CL <br />ALIGN FRAME Wl+L �'/!f) FRA,UE NALC <br />j/4 OOVYELS PER FNG. <br />CRAWL SPACe ACCESS <br />78"' X 24" <br />EXlS�NG ti£AC£R TO i7E!AF�IIJ <br />2XG P. LMUDSlLL - <br />'JOC 7 7NRUUGH <br />(E� CONCREif SLA6' <br />IN70 EXIS7INC <br />%�oriril�Eri i�A�( <br />caan��uEH <br />rCDOP, JSTS <br />PER PLAN <br />�,4AMlNG NOTES <br />(E) = EXlSP,NG <br />2X XFg'2 fiiR. JS;S 7YP. PER PLAN <br />ALL ,4ANGERS AP1D 1AfiAL HARDWARf <br />er siMPso�v M��. <br />73/32" APA RA1ED SIURO-I-FCOOR 7& G <br />SHEAIHING FACE GRAW PfRP. TO FLOOR <br />FRAMING GLUf AN� NAIL W/ 2d � 6" O.C. EDG£S, <br />8d AT 12"� 0.� f1ELD (JNBLOCXED). 71P. ALL FLOOAS <br />USf PkESSURE iTrEA7ED W000 WHEN !N CON7ACr W/ CONCRE7E <br />��P. EXPOSfD TO µfA7NER OR W11Y,lN B" CF FIMlSH£D CRADf <br />PRO'nDF SOL1D BLOCKINC OI�ER SUPPORTS <br />AND 'JNDER COCUMNS <br />6.UIL 3LACK POL�THYLENf �APOR BARRI£R ON CROUND <br />OVfRLAP 6" A7 EDGES- EXIEND i0 FOUNDATlON <br />fXISPNG FOUNDADON WACI. <br />:`lEil FOUNDADON WALt <br />?Ek PLAN <br />NEbv' CRA WL SPACF �ENTILA TION: <br />CRAWL S?AC£ AR�A: 70 50. FL <br />C.RA{41 SPAC£ AR£A / l50 =.46 S0. FL OF �£NT ARfA REQUlRED <br />%/P. �llT SIZf = 14" X 7" X.8 fr'F£CIfNCY =.54 50. FL PER �/EN7 <br />1�N7 AREA REO. /.54 = i l!Ni REpUIR£0 <br />I �NT SHOWN P£R PLAN <br />l�cN7S °HALL BE COVFREJ W1iH GCRROSION RESISIANT WiRE <br />dIESN N'C-I ;/4"!AAX CPE'JlNGS. <br />I , gP�'� <br />� <br />�� Q� . <br />N£W l8" WiDE X 8" IHICK CONCRf c F007ING �� �',I �a`" a <br />W d" TNICK CONCRETE S;E,U {yF.LL ' � <br />2Xo'P.T. I.�UOSiLC �.�,��`'` T� <br />� <br />y <br />CRAf{1 SPACf �� _� ;���'Q <br />�Nr- ,4• X �-1 , <br />� ;'FW ;"O�Y'C �5 \ =4' :( 74' X IO" <br />�q� p �\ CONCRfE FOOTlNC <br />� � � �y4 DOWELS W/ � 3% ,Y'� �CH WA )' <br />PE4 fNG rlEiD YEnIF/ LOCA770N <br />�I�; uN�F�' ,vF�y axa roiliMN rN riNNr rrna�! <br />—� �lECD �ERIFY fXlSTINC FOOT7NG A7 FIREPLAC£ <br />�/ NfW FLOOR JOISTS FOR NEW 4X4 COL'J�ANS <br />,�\ .ih I I I 2X70 li.F. ,y2 <br />_- �� � I! AT 16�� O.C. <br />��� � <br />! '� � fXISANG COWFR ��4C4 �f _��3 <br />i � TO Rf'AAfN <br />�' II i NtW tL00K JO1SI5 /0 S'PAN m 1 <br />i O�ER EXlS7ING LCWER SLAB <br />iAPER B07IOM OF ZXiO �STS <br />i0 5-1/2" FOR .r*» <br />,' ��'. �I � �� ��Ii?''� HfADH00M 0�£R S7A/RS <br />� <br />', m'; � � FIELD �/ERIFY <br />'� ' � 6�-8" NIGH ,4/IN <br />� HEADROOM CCEARANCF �q.�..� <br />EET{M1EfN RN. SOFA7 UNOER BEA,4� <br />� t AtJD S7AIR '� �'� <br />�,� /2 4X8 H.{�:g? .��.,z �n. <br />CONCREiF S A5 - UP SEi INTO <br />����� � �� BRICK LINTEL DETAIL <br />�\ CGNCREic ^ ¢ ;! J_1�p X 1 ? °�tEL U�'I7EL ;?" ✓E4RCAL SiDEj <br />� �;' FOR BRICti lENFFR L ` <br />QPEl7 B60W � J <br />t0 NNNEL <br />EXlS7ING 8" 7NlCK ', - - <br />CONCRf7E WlLL � <br />FiELD I�ERIFY ' � <br />;JEW WALL TO 9E - <br />SET BACK 5' pa� <br />F.RGM CONC. WAt! <br />FOR BRICK �ENE� � <br />FOUNDA TION PLAN <br />��a.. _ . _�.� <br />� fX1SANG FOUNDAT70PJ N'ALLS 7C RE.�AAIN <br />0 NEW FOUNOAnaN WALL <br />O <br />c <br />� <br />Q <br />DAiE : B�9/72 <br />RE1^�E . e� �17 <br />o.7;;a <br />SHEET/ � <br />�' <br />i � �' � � ! <br />