Oppenheimer Plan
BRT The Om oe a STENT TPO SEAR RRO TTY HOPMUONTAL A.) VERTICA REINFORCING REINFORS =o —. * 2 RING (BOND) aM Ln Tos BBAM 9 @y qlao™ ' : . ' | 72 @ ALUMINUM HANDRILING 6 @ @) @ [BERS Sve \ c : = = = a Se LOCI By Te Wve . ty on t | tt ees SH : r wae ST Tha COMTINUQUF Se el STORAGE =f oie eng’ TKS a4 _ “HROUBH | Pode TT) eee ve GRC JTER j bap k Lo dpe | Pe re in CELLS iwToO-~ sf tA 1) = a i" = POVRED . @ dl ¢, Fos EES ) | genegere "Us fl oa a CORNER tow wd Shoal bobs [oe wre! Latotl aot) J elas Ai “REINFORCE cs SSS RED ° [ iy COM! RETE ;& soy ws Fou" TION : mo ay NEW RAMP ELEV. iE ee at: f 4 6” q a * v-t ‘ DOWELS @ 6” O6, : LEFT ~ SIDE ELE Vi, eT S16. AEA All eit ‘| pATH ee TYPICAL MASONRY S| fF Install a’x 4 White Ceramic Tile. 7 5 = - i | Z eel K, O NAW) £4 shes © a0 1 , i 6 | r = rH@® | ? Hteeaice THICKENED SLAB @WALL-B | _“_, EXISTING BUILDING nsrave rwo nonow sensor QO Mh i ian . |acriva TEO LIGHTS ~' . TT Aooyy © Sd f Sa | : ie ‘a - y F ' : . ye 6” 8 J : ye ‘y Z_ ~ ' f +t a” 1 DONE] OW" 0c ° My wr 4 Se ae a CE ia nanan : _° Tl, f — a cee 8" . : TEEPE . …
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BRT The Om oe a STENT TPO SEAR RRO TTY HOPMUONTAL A.) VERTICA REINFORCING REINFORS =o —. * 2 RING (BOND) aM Ln Tos BBAM 9 @y qlao™ ' : . ' | 72 @ ALUMINUM HANDRILING 6 @ @) @ [BERS Sve \ c : = = = a Se LOCI By Te Wve . ty on t | tt ees SH : r wae ST Tha COMTINUQUF Se el STORAGE =f oie eng’ TKS a4 _ “HROUBH | Pode TT) eee ve GRC JTER j bap k Lo dpe | Pe re in CELLS iwToO-~ sf tA 1) = a i" = POVRED . @ dl ¢, Fos EES ) | genegere "Us fl oa a CORNER tow wd Shoal bobs [oe wre! Latotl aot) J elas Ai “REINFORCE cs SSS RED ° [ iy COM! RETE ;& soy ws Fou" TION : mo ay NEW RAMP ELEV. iE ee at: f 4 6” q a * v-t ‘ DOWELS @ 6” O6, : LEFT ~ SIDE ELE Vi, eT S16. AEA All eit ‘| pATH ee TYPICAL MASONRY S| fF Install a’x 4 White Ceramic Tile. 7 5 = - i | Z eel K, O NAW) £4 shes © a0 1 , i 6 | r = rH@® | ? Hteeaice THICKENED SLAB @WALL-B | _“_, EXISTING BUILDING nsrave rwo nonow sensor QO Mh i ian . |acriva TEO LIGHTS ~' . TT Aooyy © Sd f Sa | : ie ‘a - y F ' : . ye 6” 8 J : ye ‘y Z_ ~ ' f +t a” 1 DONE] OW" 0c ° My wr 4 Se ae a CE ia nanan : _° Tl, f — a cee 8" . : TEEPE . = /2’ CEMENT PLASTER Paint will be based on owners selection | #2 @ \0" Oc. EW Zn tom CONCRE + be ry mf r= fr = — — ‘ “a7 : 7 = a a © i si 4 - : | Existing Floor Grade 1, CONCRETE SHALL BE 3000 PSI COMPRESSIVE STRENGTH @ 28 DAYS 2'-O" _ UPGRADE D OOR ELEC TRIC AL FLOOR PLAN 2. BACKFILL MATERIAL COMPACTION SHALL BE 95%. 3.THE TENSIL STRENGTH FOR REBARS SHALL BE 60,000 PSI- GRADE 60. . 4.CONCRETE RAMP SURFACE SHALL BE BROOMED FINISHED FOOTING DETAI L-A . , S.HANDRAILING SHALL BE BUILT W/1 1/2" 6 ALUMINUM - RAILING, C) USE I2 x12 REGULAR SALTILLO TILE - Proposed floor drain Shower Hardware \ BS \ MW-\- —_— = | (ge =a ay SSS 5S te aS ~ ' A 9, 9 \ Oo Pad _ &@3410"0' CBW pastiaan! uy re PS x} SHOWER ~ SHOWER SHOWER SHOWER li ; es 2 > , r Woo mo tn tL , o a — a ae ee & a a - = (a —h — — es oe ee [~~ === — 2 SHOWER | SHOWER i - SHOWER 5 SHOWER E - | ° | | | : I , ) 2 A - OTL i ——y d ‘e 7 c wT DIT eps eta 5 o oye % 2 te x ! & 7-0" i370 ld. J-0" |, 7-0 Het B-DTL. , 21°56" | PROPOSED FOUNDATION FLOOR PLAN INSTALL FLOOR DRAINS e" | 6” Do. By (8) bicer (6) wher ‘ — ; i ae 3 S72 #5 e@8"0C "y © (| * 328" 0c snears ; #3 @ BY OC. STRAPS —— a 2 re. : ke ie “To ‘o| Pia: 16" Cl- COLUMNS C2- COLUMNS PROPOSED PLUMBING FLOOR PLAN GOVERNMENT OF THE U.S: Vu 1. DEPARTMENT OF PUBLIC WORK: SCALE: Asshow| APPROVEG BY DRAWN By cate: § = 27-16 L. BR paneer PEA ers Bay hg EF