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r <br /> 4T I ONS <br /> "a <br /> SHEAR WALL (S.W,) SCHEDULE NOTES <br /> or engineered fill at or 1. P.E.N.- plywood edge noiling. Block all unsupported edges with 2x material U.N.O. <br /> Nations shall r 2. Field naili to be 12" o,c. U.N.O. <br /> 'filled with concrete, <br /> � - <br /> Ed approved bo, - 3. All exterior walls not designated as S.W. are to be sheathed in 1/2' ply (32/1(,) <br /> placement of CD and nailed with Sd 0 6' o.c. edges and 12" o.c. Field. <br /> 4. Sheo-wa11 lengths, where noted, are minimum, do not locate hold-downs from <br /> sere not otherwise these dimensions, S.A.D. For actual wall lengths. <br /> :ment aF concrete. <br /> 5. AD refers to Simpson Co: hold-downs. r _ <br /> W.F.< mid-depth 6. Ede rail wail 1 po <br /> �aserack on undisturbed g Ply to studs or sts with hold-downs. _ <br /> ior slabs and as noted,) GLU-LAMINATED SEAMS ^�- <br /> -our slab in alternate I. Ali glu-ianinated beams shall be D.F., Combination 24F-V4 Far simple spins;twe <br /> Auds pour of alternate Combination 24F-VB for continuous beams aid CmtTlevers. Appearance to be O O <br /> studs of wall where <br /> um U.N.O. industrial, with exterior glue conforming to the Igg4 UAC and UHC standards. <br /> Glu-laminated beam ambers are os specified on drawings. No camber shown I <br /> n an 'd approval of means no camber to be provided. ARENA <br /> itinuous pour with steel GENERAL NOTES I <br /> 1. Design Criteria: Igg7 Uniform Building code; Wind loads: 80 MPH, Exposure <br /> rd meet the Following (enclosed) C, 1-1,0, 5eismic Tone 4. <br /> 2• Details not Fully shown shall be of sane nature as other similar conditions. 10 #+# <br /> 3. Existing dimensions and conditions shown are approximate, Conditions not <br /> sYoleronce shaven or Foreseen may require additional work. Cantractor shall provide Architect <br /> �' +!/2" with written verification of dimensions and conditions shown prior to ' SEPTIC <br /> !" +!/2" commencement of new work, <br /> MILD <br /> its of Section 1703, <br /> CORRAL <br /> For 316 and larger <br /> be kept clean and free # f # <br /> kion. I # <br /> -hall be lapped 12' min. f • <br /> 48 hours, after I•krt RCCCFS rOaFl IflfiflCCfi(>t1 nfldl:1)t€`Y;1{idi is,Ire isle Y'l`N�'It;YiNj))jjIty tit � i 6EPTIC <br /> 'hent. Slabs shall.have <br /> ;hes ore not affected. toll.`t1rC d7.4fr1Ct. Vokir 6SIUr,,6,jtimn ti [7r v:t➢[!f may[:lot TANK NOu if MI BARN <br /> olers to be applied later. Lintli the lil'C"Ni trk?.i s-Ippr41•,'CLI 0Rnl1), <br /> SAN JOAGUI COUNTY <br /> ble open end [where Firc District i'fi�rne ENYIRQNMENTAL THpEp� :ser �1sz' <br /> Luted solid. � 4EWEMAVE # <br /> 7 sack mix minimum. METAL <br /> 3C, Chapter 21. PRQPO�. 4 I I •• <br /> LAWN SERVI4E - 3�os' BLDG <br /> F • ## WELL <br /> It intersections. 0 OBTAIN8ANITATIO�1 I � � • • • <br /> It be positioned and tied > <br /> G OBTAIN WRQ • # • # • } w r <br /> rots, Maximum lift Is 8'-0' 14y C , . ..f_. # • • ♦ # • • <br /> '2' below the top of the fe.e w I - <br /> zt by vibrating - - <br /> iter 21, Use double ...... .� _ <br /> ll cells to be grouted <br /> Date O ,ate— C` ! -L <br /> +��� t� cr 011 <br /> al and at the bottom �" SAN JOAQUIN COUN7Y�p tilt 190hoY111tYddMQ� <br /> vided as necessary ENVIRONMENTAL HEALTH DEP doe�YmOuAhad" AWMaWarAIIItl1lgf <br /> 304 EWEBER THIRD FL�f10MMgWt�montsof to IpgCf100�ICtdYYilWw <br /> 'orcement. Extend STEBER AVEAV GA 95202 <br /> ith wall vertical (249)46&3420 Q�-.t.•. c..�.�,y� r-LaC ?'4'e(d j <br /> on reinforcement and <br /> LU PROPOSAL <br /> OBI A N SAONiTATIONVED Imo` PLAN CHECK ONL R �C����� <br /> i'I.AiVt�ilPiG 3111f310�J <br /> ❑ OBTAIN WELUPUMP PERMIT 181©E.Hazelton Ave. <br /> C„) PrOPOSed site pian approved aS Shown. E <br /> d intersectFons. A11 steel Z ❑ CONDITIONS NOTED BELOW Np changes Cr modificatiorls rna' rti t u�r'•rr ;. I M i a,Inti r} <br /> '?F-MARKS f� ..... J Je <br />