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FINISH FLOOR <br />0' -0" <br />TPO ROOF MEMBRANE <br />(2) LAYERS OF 2 1/2" ROOF <br />INSULATION <br />4" INSULATED METAL <br />WALL PANEL <br />CONCRETE FLOOR SLABS - <br />SEE STRUCTURAL CONTRACT <br />DOCUMENTS <br />VERTICALLY STORING DOCK <br />LEVELER <br />DOCK BUMPER <br />DOCK SEAL <br />DOCK ADDITION <br />131 <br />CONCRETE FOUNDATION <br />WALL -SEE STRUCTURAL <br />CONTRACT DOCUMENTS <br />CONCRETE FOOTING -SEE <br />STRUCTURAL CONTRACT <br />DOCUMENTS <br />STEEL BEAM AND JOISTS - <br />SEE STRUCTURAL CONTRACT <br />DOCUMENTS <br />EIFS CORNICE <br />B-402-1 <br />H <br />STEEL GIRTS -SEE <br />STRUCTURAL CONTRACT <br />DOCUMENTS <br />2" RIGID PERIMETER <br />INSULATION <br />TOP OF CORNICE <br />METAL DOCK CANOPY <br />B-402-1 <br />D <br />ELEV. = 25' - 0" <br />11 <br />' <br /> <br />- <br /> <br />0 <br />" <br />4' <br /> <br />- <br /> <br />0 <br />" <br />ELEV. = 24' - 2" <br />TOP OF IMP <br />LOADING BAY CONC. SLAB - <br />SEE CIVIL CONTRACT <br />DOCUMENTS <br />FINISH FLOOR <br />0' -0" <br />NA <br />DOCK ADDITION <br />131 <br />4" INSULATED METAL <br />WALL PANEL <br />CONCRETE FLOOR SLAB - <br />SEE STRUCTURAL CONTRACT <br />DOCUMENTS <br />CONCRETE FOUNDATION - <br />SEE STRUCTURAL CONTRACT <br />DOCUMENTS <br />EXISTING DOCK WALL <br />TPO ROOF MEMBRANE <br />(2) LAYERS OF 2 1/2" ROOF <br />INSULATION <br />REMAINING PORTION OF <br />CANOPY <br />INFILL VOID @ DEMOLISHED DOCK <br />LEVELER -SEE STRUCTURAL <br />CONTRACT DOCUMENTS <br />EXISTING LOADING BAY SLAB <br />TEMPORARY K-RAIL GUARD <br />STEEL BEAMS -SEE <br />STRUCTURAL CONTRACT <br />DOCUMENTS <br />EXIST PARTIAL <br />CANOPY <br />METAL WALL COPING <br />B-402-1 <br />A <br />ELEV. = 25' - 0" <br />SIM. <br />STEEL GIRT -SEE <br />STRUCTURAL CONTRACT <br />DOCUMENTS <br />EXISTING DOCK WALL FOOTING <br />FINISH FLOOR <br />0' -0" <br />J <br />4 <br />B-200-1 <br />DOCK ADDITION <br />131 <br />N3N1 N4 N5 N6N2 <br />EXISTING <br />PACKAGING <br />104 <br />TOP OF IMP <br />4" INSULATED METAL <br />WALL PANEL <br />CONCRETE FLOOR SLAB - <br />SEE STRUCTURAL <br />CONTRACT DOCUMENTS <br />CONCRETE FOUNDATION WALL - <br />SEE STRUCTURAL CONTRACT <br />DOCUMENTS <br />CONCRETE FOOTING -SEE <br />STRUCTURAL CONTRACT <br />DOCUMENTS <br />STEEL BEAM AND JOISTS - <br />SEE STRUCTURAL CONTRACT <br />DOCUMENTS <br />EXIST EXTERIOR <br />COURTYARD <br />SCUPPER AND <br />DOWNSPOUT <br />METAL WALL COPING <br />B-402-1 <br />A <br />GRADE, SEE CIVIL CONTRACT <br />DOCUMENTS <br />B-401-1 <br />H <br />EXIST LOADING BAY SLAB <br />SPLASH BLOCK <br />STEEL GIRT -SEE <br />STRUCTURAL CONTRACT <br />DOCUMENTS <br />4" INSULATED METAL <br />WALL PANEL <br />CONCRETE FLOOR SLAB - <br />SEE STRUCTURAL CONTRACT <br />DOCUMENTS <br />EXIST LOADING BAY <br />FOUNDATION WALL <br />EXIST LOADING BAY WALL <br />FOOTING <br />EXIST BUILDING <br />FOUNDATION <br />EXIST CONCRETE <br />EXTERIOR WALL <br />EXIST CEILING, PATCH AND <br />REPAIR CEILING AS REQ. WHERE <br />COILING DOOR WAS REMOVED. <br />EXIST FLOOR SLAB <br />CONCRETE FOOTING <br />BEYOND -SEE STRUCTURAL <br />CONTRACT DOCUMENTS <br />EXIST ROOF <br />B-402-1 <br />B <br />B-402-1 <br />L <br />ELEV. = 25' - 0" <br />BOLLARD <br />SLAB TIE IN -SEE <br />STRUCTURAL CONTRACT <br />DOCUMENTS <br />B-401-1 <br />F <br />1/2" = 1'-0"B-300-1 <br />3 WALL SECTION <br />DRAWN BY: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br />CHECKED BY: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br />SHEET ISSUE DATE: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br />SHEET NUMBER <br />THE INFORMATION CONTAINED ON THIS AND ANY <br />RELATED DOCUMENT SHALL NOT BE USED FOR <br />ANY PURPOSE OTHER THAN THE CONVEYANCE <br />OF INFORMATION FOR THE STATED CLIENT AND <br />PROJECT WITHOUT THE EXPRESS WRITTEN <br />CONSENT OF THE ENGINEER. <br />ANY INFORMATION TRANSFERRED OR UTILIZED <br />IN AUTOCAD .DWG FORMAT SHALL BE USED FOR <br />REFERENCE ONLY <br />WEBBER/SMITH Associates, Inc. <br />20 Wright Avenue <br />Lititz, Pennsylvania 17543 <br />Phone: 717.625.4140 <br />Email:info@webbersmith.com <br />SHEET TITLE: <br />FOR <br />DRAWING STATUS <br />FINAL <br />PROJECT NUMBER <br />www.webbersmith.com <br />SEAL <br />B-300-1 <br />RBF <br />EJE <br />04/02/2024 <br />WALL SECTIONS <br />2350 PULLMAN ASPIRE BAKERY <br />2350 PULLMAN STREET <br />SANTA ANA, CA 92705 <br />CA <br />5387 <br />© 2024 WEBBER/SMITH Associates, Inc., All Rights Reserved <br />2350 <br />PULLMAN,LLC <br />1/2" = 1'-0"B-300-1 <br />1 WALL SECTION <br />1/2" = 1'-0"B-300-1 <br />2 WALL SECTION <br />NO. DATE DESCRIPTION <br />A 04/02/2024 ISSUED FOR PERMIT AND <br />CONSTRUCTION <br />REGISTERED PROFESSIONAL ENGINEER67268RICHARD MAURICE THIBEAULT <br />STATE OF CALIFORNIACIVIL <br />4/2/24 <br />2350 S Pullman St - <br />Phase I3/4/2025