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PROPOSED MILKING BARN REMODEL FOR: <br /> TONY & FRANK FARIA <br /> 13182 S. ROBINSON ROAD, ESCALON CA, 95320 <br /> 1 72. .TL:..... <br /> AN SHI SEE IN STIOCT ACCONDANCE <br /> ILOCI RUILDINO CODES A ONDINANCE! <br /> 1 <br /> APN#205-130-07 rv.BUn <br /> aNul se'MUILaND coon coNc. <br /> L DEVILOM YIN.].eO 1.IN IK OAYi <br /> DsN YDTIS <br /> 1 <br /> I 1. ALL DINYNIION ASH TO AY TT=V.RIII.0 YT THE COHT TON <br /> PAIOR TO CQOmiCZNO NORM OA IAASICA'IW. Ir ANT­11­ <br /> . <br /> ONDITION <br /> I .II...NOT AS .NDNN ON THE DAANY—1 THS LIGINYER.MALL AS <br /> NOTA.—IIA®IATYLT. <br /> IITO' IFIEREESTwLL BARN <br /> ]. DO NOT CA33 ORANINGI.IRRITTLI DI)RII.SOY!MASS NAP. <br /> 1 PRSCYDLICS OV HA ACAf.YII DAANINGS. W."'"INYHAICNf AW <br /> SDtA.UALRNTS AT EI T.. <br /> J!•-'�'� ; I '� 3. SAY CONTSALTOR NI LL HOLD pARNIi I., IADLDIZR AND,D[IIItD]T(. <br /> D - ooIlII1SHJ1 I/]fie. 1 j 7 t Y SITE 1 ONNLI, TNS SNGINYSH, .1S CCN.mTANT', ACID-C.Or TTI.IA <br /> LOCATION o"ICSA., YfaIUMmS AND AG HTS, FSON ANY AND ALL LIAAI1,11 <br /> .1 N CLAINA, Wis..OR DANAm A[ISIN.OA ALLEGED TD ANI..E'BON <br /> t �7• MJ N] �� 1 / fBMO SEI R[JKNNCf TN.PSRYOL9INCS Or THY N DX­AXLE IN, BUT NOT <br /> INCLUUIVO TES,SOU NWLIG[NCS Of TMS ONEDIA, SNOINSLI, NIE <br /> CONSULTANTS, AND Y11CH O1 TNYIA OrrIC[AS, LIp LOY[E.AND <br /> SIH f 17 I� S75.d AGENTS. <br /> 6. ALL NOAY SEAM YY PYSYMID:D BY LICLI.YD CONTAAC R (3). IN <br /> j �Ifrf !'� � <br /> N ACCORDANCE NITM APPLICAJIU SECTIONS OF TIQ UNIrO101 SUILDING <br /> N ( r ryN`Il w w�' Ilr.l A'\w w I �� EIHAY AARN CODS IOACI, 1991 BUT [LOCAL CODES AND OIO INANCYe. <br /> li If HSPOAT AIZ DIYCBY9AH.S.TO THS LIG M INNXV- - <br /> r 1 <br /> N'^1..�DI SCAIONt' 3. IN ACCOADINST"®IQALLT ACCYPT.D cONETAOCn011 <br /> j PBACTIC.l, TMC'""" <br /> NI LL u lOL.LY AND CONTLLTL.T <br /> BA <br /> IEIFREfIIAII BARN .90NSIYI.S SOA IME M ITIONS AT TNY JOB SITS, I14M IMO <br /> IAJST'T Or ALL P.AS01S AND PROPIATT DURING PRASORMANCI Or <br /> THE NGRY. THUS ASDVtSLmIT NI LL AIR LT CONTIWOVSLY AND NOT•.• r .Y LTNI—TOOW NORIQMG NOURS. <br /> i 116'16. ANY CXAN(Se TO TMS APPROVED SRT Of PIJLLiS NIT YOUT MOTIPYING <br /> SEI MAXING BARN THS S]NRINELI IN WAITING PRIOR TO SUCH CHANGE.AA3OLWS <br /> SAID SNGINEEA rAON ANY Atm ALL BI.POYSIYILITY WITH RESPECT <br /> 1 1 PROPOSED 9LNODEENG TO THE LIABILITY, DASAM OB L[T'RA HOAK R.SULTING THOM SAID <br /> VICINITY MAP 1 Al EXISNNG MAKING IARN CHAIR i.S. <br /> 1. ALL NSTNaoe Or CON.TRUCTION AND NATIRIALS USED IIIALL MI IN <br /> c <br /> ACOPOANCt NISN TNl 1991 VNi roSN DUILOING CODS.1VIIl1IN0 <br /> PIACNIT.MST AI OSTAINID ARrOHE XTAATING CONIMUCTION. <br /> INDEX: MAS-ONIINMES. <br /> O <br /> MB-1 SITE PLAN O 1 -1• MASONRY BLOCKS SMALL CONFORM TO ASTM C-90, <br /> MB-2 EXISTING LAYOUT 0 I GRADE N W COMPRESSIVE STRENGTH Pm�1 500 sl. <br /> MB-3 FOUNDATION PLAN Z -2• GROUT ALL CELLS(SOLID GROUT)W/MIN.I'c=2,500 psi. <br /> 1 MAXIMUM HEIGHT OF GROUT POUR SHALL BE 4-0'. <br /> MB-4 ROOFING PLAN Q <br /> MB-5 NORTH&SOUTH ELEVATIONS I V) -3- SEE DETAILS FOR REINFORCING SIZE L SPACI <br /> Z NG. <br /> SLICES MADE IN REINFORCING STEEL SHALL DE LAPPED <br /> MB-6 CROSS SECTION A-A Co 1 48 DIAMETERS WITH A MIN.24-. <br /> MB-7 CROSS SECTION B-B 0 I •4- WEBS OF EACH CONCRETE BLOCK COURSE,SHALL BE <br /> MB-8 CROSS SECTION C-C CENTERED ON WEBS BELOW. <br /> MB-9 DETAILS-I- 1 •S. JOINTS OF BLOCKS TO BE FILLED W/MORTAR TYPE M, <br /> MB-10 DETAILS-II- I AVENA ROAD SHALL BE STRUCK FLUSH AT INSIDE FACE. <br /> MB-I I DETAILS-III- 6- PLACE REBAR AT CENTER OF BLOCK WALL. <br /> PL-I PLUMBING PLAN 1-- —� _:_7- ALL REBAR SHALL BE MIN.GRADE 40. <br /> -8- PROVIDE LOCATOR TO KEEP THE REBAR IN PLACE. <br /> EL-I ELECTRICAL PLAN <br /> MAXIMUM TOLERANCE IS 1 4'. <br /> PC-1 PANELS CALCULATIONS m. <br /> NOTE: <br /> PROJECT INFORMATION: S` I F P' A A, MASON CONTRACTOR SHALL BE RESPONSIBLE FOR <br /> CONSTRUCTION TYPE: VN SITE PLAN LAN PROPER LAYOUT OF COURSES,UTILIZING 3/4 BLOCKS, <br /> OCCUPANCY TYPE: U-1 �Pp��cation #i �Y 1/2 BLOCKS AND/OR CUT BLOCKS FOR GIVEN <br /> TOTAL AREA: 11,868 SF �`�`�� —S A _ n L z DIMENSIONS.ALSO VERIFY FLOOR ELEVATIONS AND <br /> TOTAL COVERED AREA: 11,868 SF 100ft 0 100f 21 Received By ROUGH DOOR OPENING PRIOR TO CONSTRUCTIONS <br /> �{ <br />