Laserfiche WebLink
� <br />:; t a� �c i uFin�. r�iu i r_ �; <br />curdi..e,s o1i+r_r:wi,r-_ rinir-i� uri rinras� <br />CUUE <br />lilJIFORII DUILUINL; CpilE, 19FJ5 FUf i IUPI ��Ip�.) <br />srnriu�rius ro tae i_nrr_si r_ut nuri. <br />LOAUS <br />I_ I'✓F I_Ul1UF: <br />FiOUF <br />�L00�2 <br />��SIC lJ]�JD SFFED <br />E �(P(JSURE <br />SFIShIIC ZUME <br />K <br />s i nr�unr�u Sf�EC I F I L'R 1 I JNS ANU <br />2g PSP <br />40 PSF <br />80 MPH <br />f3 <br />:i <br />1.�3 <br />LIITERAL EARTN PRESSURE <br />(EOUIVFlI.ENT FLUIU PRESSURE WITH HORIZONTAL <br />BACI�.F I LI_ ) <br />RESTf7AINf_D <br />UNRES 1 RF1 I NED <br />FOUNUA i I ONS AND SLAB ON GRAI.�E <br />50 PCF <br />35 PCF <br />FOOTINGS TO BFAR ON FiRM UNDISfURl3ED EAR71{ OR SIRUCTURAL FILI. OF 2000 PSF <br />h11NIMUM BEARING CFlPAC1lY FlT F1 fIIMIMUM bEP1H BELOW AUJFlCENT EXTERIOR �RADE <br />OF 1'-6". COMPACTFD DACKFIL� 51-IAL� PE WELL-COMPACTED� CLEAN, GRANULAR <br />FILL, CL1fJ7AINfNG NO MDRE ll{�N 5'/. HV WEIGHi Uf' F1NES (PASSIN6 N0. 200 SIEVE) <br />I1ND SHOULU BF COI�IPACTEU IN 8" LOOSE 7HICI<IiF55 LIFTS TO AT LEAST 95% OF <br />MAXIMUM DRY p�hISITY AT OPTIMUht MOISTUI7E L'UNIENT AS DETERMINED BV A5TM D- <br />1557, SOIL BENEAiH SLAB ON GRApE SHALL BL' COPIPACTEU i0 90% OF MiaxIMUM <br />DFNSITY /1T OPTIMUM P10ISlURE CONTENT PF_R ASiPI D-1557. BACkFILL BcHIND ALL <br />IJALLS WITFI WELL-URAINING, GRANULAR FIL� MATERIAI_, AND PRUVICE ��OR <br />SUBSURFACE DRAINIIGF. ALL FOOTINGS TD BE C[NtERED BELOW CENTERLINE OF <br />COLUMNS UR WALLS FlBOv�. PLACE 4" CONCRETE SLAO ON 6RADE ON UNDER-SLAB <br />VAPOR OFIRRIER OVER 4" CUPiPAC1FD GRAVF�. REINFORCE SLAB ON GRADE WITH WWF <br />Gr.b W1.2xW1:2, C[NTFRED. PROVIUE CONIROL UR CONSTRUCTION JOINTS IN SLABS <br />ON GRAbE TU t�RCl�K UP SLAB INTO RECiANGULAR AREAS OF NOT I"ORE THAN 400 <br />SC]U�RE FEEI EACI-1. JOtNT LOCATIONS SHALI_ BE 11PPROVED BY THE ARCHITEC7. <br />L'OIJCRE TE <br />11LI_ L'ONCRFTE SI1Ai_L HE hIIXFU, PROf'ORTIONED, CLIIVVEVED AND PLAC[D IN <br />ACCORbFlNCE WITH SECt10N 26pq(d) pF TIiE UBC �ND iFIE AMERICAN CDNCRETE <br />INSTIiUIE'S SPf:CIFiCFlIIC]Pd5 Ff.1R SIRUCTURAL CIINCRF_lF FOR HUILUINGS (ACI 301). <br />f" ' c - 20Vp f'S 1!� I 7(7 UI�vS. C[1NCRE I F CpVER Ufd RE I NFORC 1 NG STEEL SHALL BE A5� <br />f'01_LOIJS: <br />CUNCRFIE CASI AG�It�iSi 11Nit f'ERI9ANENTLY [Xf=U6[U <br />ro r_nr�rii: j„ <br />COMCREIE EXPOSEII �TO Fl1R111 UR WEAIHEI7: 1-1/;" <br />CONCREfE NDi F%POSED IO El�RfFl OR WEATHER: �t�q�� <br />EMp[U APICIIOR E1DLT5 � hllfJitlUhl UF 7" INTO CUNLREfE AND HOUK. PROVIUE 5% AIR <br />GNIRnINf1FN7 I�I nLL CUNCRFIE, SUI3JGL'T Tfl Fl7EEZ WG AF7ER CURING. ALL <br />CONCREIF SIIALL. f3E PUURF_Il PIUNOLI fHICRLI_V UML[!75 SIIOWN OTHERl�lISE �R APPROVED <br />RV 111(= N;'lI1TE(:t f'Rlfll7 ifl f'I.I10E1�11-Ni. <br />