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x <br />x <br />x <br />x <br />DIST COUNTY ROUTE POST MILES SHEET TOTAL <br />a 6", typ TOTAL PROJECT NO. SHEETS <br />4 L <br />10 Si 101 105 <br />0 0 a a 0 0. —3- <br />r—FOW <br />0 0 0 0 0 0 0 0 0 0 0 AMR AM# <br />#5 L <br />A^ <br />V�3�ESS/0�4 <br />R�GIS *WIVIL INGINEEIR <br />0 <br />Const Jt Qyp) *4 @ 6", IV Const Jt (typ) 'G41SERED Cio <br />#5 TOT 4 !NOV 1 5 1333 ENNIS D. PECCHI <br />No. 32049 <br />0 a PLANS APPROVAL DATE 49 Exp. 12/31/96 <br />-d 12# 1 1 FOW FacInG IMBSEN & ASSOCIATES, INC. CIVIL <br />/yP 9833 Horn Road, Sulte C <br />RIver Sccrcmento, Callfornla 95827 OF CN <br />*5 La 1211 typ. <br />Corner Postl1dufflon <br />RECOHL) URAWItIG Formed ho/e for shutter <br />r,'ofw-.10ri§ Ry operatInG mechan1sm, typ <br />F — *5 La 12 FOW <br />typ. G11 w1ndow headers, see note <br />TYP WALL CORNER DETAIL *4 Q 12 <br />IS Drawing ShoLdd Via� 0 a <br />§'ifio TW IV2 N Ce <br />t�'Aormlctinq The S4e Of ft*, <br />typ 1�12 " c1r W. <br />IV *6 FOW 0 <br />typ. 0 0 FOW <br />1�2 c1r ,,—FOW, facInG <br />*4 ZO-F--] La 6 rIver or full <br />Top, each way typ #6 tot 6 <br />ConstJt /yP penetratlon <br />(typ) *4 o6 *6 d1a x 6"' (butt, weld typ <br />*/0 TOT 4 Bott, each V2 <br />way *9 TOT headed stud, tot 4 <br />*9 T <br />TS 5x5x,318 (corner po <br />*5 Cont, <br />�0 <br />. �idl <br />tot 6 r4"/7 *5 &j La 12 *6 F---] TS 5x2x114 (mufflon) <br />V4 <br />NOTE: rM rp <br />La 6 Loc(7tlons for shutter I <br />*5 % --- —I%, �'- j- <br />lq� Q 6 re 0 0, a *5 La 6 9- 0' 0 0 La 12 TYP HEADER CORNER DETAIL operatIng mechansIsms <br />------------ -- ------- - shallbe as requIred by <br />*/0 TOT 6 shutter manufacturer and DETAIL <br />as approved by the enGIneer. <br />9 TOT 6 ./0 <br />typ 612 <br />Note: 21-61' <br />FOW A. or full <br />Transverse Beam top maln bars */0 /YP penetrotlon <br />are underneath of long. beam PlIes SECTION QN PUF anchored to <br />CH buttweld typ 3116 <br />header, jamb sImIlGr <br />top maln bars *9. 1 1 <br />Transverse BeGm bottom m(71n bars */0 weGtherstrlp <br />(ire underneath of long. beam <br />bottom maln bars *9. TS 5x5x,313 (corner post) <br />TS 5 X 5 X 381H door TS 5x2x114 (mufflon) <br />SECTION 0c SECTION <br />'Y4 0, CH2 'Y4 a -/'0' corner posts door bottom <br />C DH <br />#4 InsulotIng d/a x 611 <br />La 12" tot 6 21' Glass (typ) metal thresl-cld V2 <br />*6 tot 3 *6 tot 3 *4 is- *6 tot 3 *6 TOT 4 anchor to floor headed stud, tot 4 <br />F L <br />*5 La 121 <br />---- ------- TYP DOOR DETAILS <br />FOW <br />Plate Post <br />Id <br />5 <br />N DETAIL <br />*4xJ"O' *6 tot 2, a <br />IV2 <br />/YP. A 612 - P (7 <br />Stud locc7flons V <br />Mufflon <br />FOW <br />r <br />*4x,310" Anchor TS <br />5X5481 <br />*6 tot 2, to WGII - ----------- <br />/yP 314 ChGmfer, /YP / b� <br />/YP. 2 TS 5x2xV4 <br />Plate ----- ------------ V2 " d1a vent ho/e, <br />21011 211 0 + Plate / Hufflon <br />For DImenslon of typ each plate <br />- --------- <br />openlngs See <br />J L) La 12 FOW V4 <br />Floor Plan. <br />fe V2 XB/,x <br />TS 5 X 2 X V4 V --- <br />MuIllon FOW V4 0/8// <br />V4 �12 X8 x <br />See "Post Sectlon "P" <br />WINDW REINFORCEMENT DOOR REINFORCEMENT for slmllar notes and <br />P, 0' 8. ON NOTE: GalvanIze corner post d1menslons. <br />21,01, <br />SECTION mufflon assembly after fabrIcatlon <br />WINDOW FRAMING("G AL w1ndow frame, MULLION SECTION <br />V2" 0' � �Hl screw to Corner CORNER POST SECTION(D 30. // 01V <br />Post & mufflon, /yP 3 IV - I" ON <br />CONTROL HOUSE <br />COUNTY OF SAN JOAQUIN DEPARTMENT OF PUBLIC WORKS DESIGN, BY CHECKED BRIDGE NO. <br />Senlor EnQ!neer I Date Apc)roval Recommended Bv Date py J. KRALCIVEC G. DINI PREPARED FOR THE DE NIS D ECCH I 9ar- I nQ RAC.ON I' -;I AND r?nAn RR I nrif: AT m i nni r: P I VIM <br />DESIGN OVERSIGHT DETAILS UnCUNL[i a - <br />I I - 13. S I NGLETON T. TRACY COUN[Y OF SAN JOAQUIN PROJECT ENGINEER POST VILE <br />C: SIGN OFF DATE FILE NAME DRAWER SHEET NO. QUANTITIES BY CHECKED SECT I ONS & DETA I LS NO., I <br />f 3 -�c oc-, r,- M. BERGER G. D I N I DEPARTMENT OF PUBLIC WORKS <br />LO <br />0 ORIGINAL SCALE IN INCHES C Ii DISREGARD PRINTS BEARING REVISION DATES (PRELIMINARY STAGE ONLY) SHEET OF <br />FORM DC-OE-92-PF (REV. 3/88) FOR REDUCED PLANS 0-221 <br />co EARLIER REVISION DATES <br />�0 0 1 2 3 EA <br />Cn r2i,--6 2 1 - 9 3 1 CH3 CH5 <br />