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PROPOSED MILKING BARN REMODEL FOR: <br /> TONY & FRANK FARIA <br /> 13182 S. ROBINSON ROAD, ESCALON CA, 95320 <br /> �NO-TM <br /> 1 <br /> t. ALL YRDII.(1NALL MIN fT111OT ACCOImANC! <br /> MTN LOCAL BUILDING LODE!E OREDNANGEI <br /> 1 <br /> APN#205-130-07 <br /> 1. ALL CONC.SHALL <br /> BE <br /> roU1LDINO CODE CONE- <br /> L O[KlM YIH.I,SOO J IN 2E➢AYf <br /> 1 GEN[RAI.NOTE! <br /> 1. ALL DTMNSION ARE'M BE FIELD WRIFIED BY THE CONTRACTOR <br /> 1 PRIOR M CONRNCING MAX OR PARRRICATIM. I[ANT CONDITION <br /> EXISTS NOT AS SHONN ON THE DRAWING!THE R.NGINEM SHALL M <br /> ..TI <br /> AT AD ING9IAT[LY, <br /> (EIFREEVAIL BARN <br /> 1 2. tI0 NOT!GALE DAARINOE. NRITTIGN➢IIONJION!HALL HAVE <br /> .�d ^ PREC1iD@CE OVER ICALSD DRANINGS. —RIMY DIMENSIONS AM <br /> - 4 RS.ASUR@TENT!AT SITE. <br /> 11 GSU�E1vaIN FEC l r—� <br /> _-SITE 1 3. THE CONTPACMn MLL NOIR NAA9IIJIlE, INOY�W1PT AND DEFON➢T'1IF <br /> OMFR, TIR F1IGINEER, tlI9 CONSULTANTS, AND GCN OE THEIR <br /> LOCATION OFFICIIl9, ffi@LOTYEJ AND AGEtITl, IRON ANY AND All LIABILITY <br /> f ) r -I -"F _ i - :ae'cr SEI uE51oENce <br /> CLAIM, L09lE!OR OAtAGE ARMING OR AI,I.I[GED TO ARISE FROM <br /> THS PERl'OAMANCE OT T16 WAR OESCAIHED HEREIN, BUT Nor <br /> SOLE <br /> SA1p / IT N I CONSULSNANTS3,fANO EACH OP THEIR OFFICER!, EILPLJTEE!ANItl 1 <br /> \a" d �I_.,6�;"•' 1 11 6. ALL WAR SRA—B[ PXRA-HED BY LICENSM CONTRACTOR Int. IN <br /> ROANCi <br /> ACCOMTN APPLICABLE.ECTION0 OF THE UMPORN EUIIDTWO <br /> ORD—Ij11 1[I <br /> T»',F.II; 1•.I �'I;>�I.W I III��Ar HASH c90E IVROI i IEE1 EOS Ttca 6 LOCAL CO➢ia ANO <br /> m-f .�. ! l IOIORT All DtfUNEAWGi is SO SIO bRi WESR ISW1Cp LfTLY. <br /> ATI-111110E NI SO RAC ALLY L All SOL cINIiIRU1 tM <br /> 1RAMHAI r TIO CONTRACTOR MLS AT THE JOB <br /> ANO COSOI.MMI <br /> 1 _ u I I• HT •` 1 IEIFREESIALI BARN REIPfEIEIBLi FOR TRE CONDITIONS AT SME JOB•ISE, 2HQ.IID IMO <br /> 11 _ SAFETY or ALL SR—Ola AND PROPEATS DURING PERFORIPNC[OF <br /> TIR WAS. THIS REWIRDRIIT MLL APPLY CONTINUOUSLY AND NOT <br /> HE LTNITED 6. CHANGE!TO THE M NoANAI.APPROWDA1Q-HOURS. <br /> IE)MAKING A- <br /> •�y - a ^� li\333��� ,\• tl.d'Q VED SET OF PLANE MNOTIFYING <br /> THOOT <br /> { 9 " «--u � ^� 4 �• 1 B � <br /> E—NEER IN NRITING PRIOR TO SUCH CHANGES ARSOLVEI <br /> 1 - U SAID ENGTM- <br /> TiOH AMY ANI ALL RESPONSIBILITY MTN REl PACT <br /> 2 nSOFOHO.!MODELING TO SHL LIABZLITY, DAMAGE OA QYTRA WRR RYSULTIWG PPOY JAID <br /> VICINITY MAP 1 uezBnxc Mn.INc aAax cx oG[! <br /> I. All—ODS OF CONSTRUCTION AND NA T[R IAL.USED!MALL B[IN <br /> `` ACC IDANCE MTN THE 1991 DMFORN BUILDING CODE.BUIMINO <br /> SBO',T 4 PERMITS MOST BE OBTAINIII BEFORE STARTING CONSTRUCTIOW. <br /> INDEX: <br /> Q MA59NBY_NOIES: <br /> MB-1SITE PLAN O 1 .1- MASONRY BLOCKS SHALL CONFORM TO ASTM C-90, <br /> MB-2 EXISTING LAYOUT OC GRADE N W COMPRESSIVE STRENGTH Pm R1 500 psi. <br /> MB-3 FOUNDATION PLAN Z ( .2- GROUT ALL CELLS(SOUD GROUT)W/MIN.Yc=2,500 psi. <br /> MB-4 ROOFING PLAN Q 1 MAXIMUM HEIGHT OF GROUT POUR SHALL BE 4-0-. <br /> I 3- SEE DETAINS FOR REINFORCING SIZE b SPACING. <br /> MB-5 NORTH&SOUTH ELEVATIONS Z <br /> MB-6 CROSS SECTION A-A —y SLICES MADE IN REINFORCING STEEL SHALL DE LAPPED <br /> MB-7 CROSS SECTION B-B O 1 <br /> 48 DIAMETERS WITH A MIN.24". <br /> 8 CROSS SECTION C-C °C I -4. WEBS OF EACH CONCRETE BLOCK COURSE,SHALL BE <br /> MB- <br /> MB-8 DETAILS-I- 1 CENTERED ON WEBS BELOW, <br /> MB-10 DETAILS-II- I AVENA ROAD .5- JOINTS OF BLOCKS TO BE FILLED W/MORTAR TYPE M, I <br /> MB-11 DETAILS-III- SHALL BE STRUCK FLUSH AT INSIDE FACE. `II <br /> PL-1 PLUMBING PLAN _�____ I _______---____ -6- PLACE REBAR SHALLAT BCENTER OF BLOCK WAIL. <br /> -7- ALL REBAR SNAIL BE MIN.GRADE 40. <br /> EL-1 ELECTRICAL PLAN -B- PROVIDE LOCATOR TO KEEP THE REBAR IN PLACE. <br /> PC-1 PANELS CALCULATIONS MAXIMUM TOLERANCE IS 114-. <br /> :n> I <br /> PROJECT INFORMATION: NOTE: <br /> q(v`' MASON CONTRACTOR SHALL BE RESPONSIBLE FOR <br /> CONSTRUCTION TYPE: VN SITE PLPROPER LAYOUT COURSES,UTILIZING 3/4 BLOCKS, <br /> OCCUPANCY TYPE: U-1 SITE PLAN #t _ — 1/2 BLOCKS AND/OR CUT BLOCKS FOR GIVEN <br /> TOTAL AREA: 11,868 SF Pplication <br /> DIMENSIONS.A150 VERIFY FLOOR ELEVATIONS AND <br /> TOTAL COVERED AREA: 11,868 SF )OOft 0 1 00f 2OOft t <br /> Received By _ f /} ROUGH DOOR OPENING PRIOR TO CONSTRUCTIONI <br />