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11" <br />ST <br />R <br />U <br />C <br />T <br />U <br />R <br />A <br />L <br /> <br />N <br />O <br />T <br />E <br />S <br />MI <br />N <br />I <br />M <br />U <br />M <br /> <br />C <br />O <br />V <br />E <br />R <br />- <br />SE <br />E <br /> <br />G <br />E <br />N <br />E <br />R <br />A <br />L <br />7"4"7" <br />1' - 6" <br />NOTE: <br />SEE B-SERIES BUILDING <br />DRAWINGS FOR <br />CONCRETE CURB <br />LOCATIONS AND <br />SECTIONS. <br />1' <br /> <br />- <br /> <br />0 <br />" <br />CENTERLINE OF <br />COLUMN <br />CONCRETE SLAB <br />WITH REINFORCING <br />COMPACTED <br />CRUSHED STONE <br />#4 BAR AT 9" O.C. <br />WITH STANDARD <br />HOOK-STAGGER <br />HOOKS <br />(2) CONTINUOUS <br />#4 BAR, TOP AND <br />BOTTOM <br />FINISH GRADE <br />INSULATED <br />WALL PANEL <br />8" <br />VAPOR <br />RETARDER <br />2" THK. PERIMETER <br />INSULATION. <br />EXTEND TO TOP OF <br />FOOTING-SEE B-SERIES <br />BUILDING DRAWINGS <br />CONCRETE CURB- <br />SEE B-SERIES <br />BUILDING DRAWINGS <br />#4 BAR <br />AT 9" O.C. <br />#4 TIES AT <br />9" O.C. <br />1' <br /> <br />- <br /> <br />0 <br />" <br />11" <br />ST <br />R <br />U <br />C <br />T <br />U <br />R <br />A <br />L <br /> <br />N <br />O <br />T <br />E <br />S <br />MI <br />N <br />I <br />M <br />U <br />M <br /> <br />C <br />O <br />V <br />E <br />R <br />- <br />SE <br />E <br /> <br />G <br />E <br />N <br />E <br />R <br />A <br />L <br />1' - 1"4"4' - 7" <br />6' - 0" <br />NOTE: <br />SEE B-SERIES BUILDING <br />DRAWINGS FOR <br />CONCRETE CURB <br />LOCATIONS AND <br />SECTIONS. <br />2' <br /> <br />- <br /> <br />0 <br />" <br />CENTERLINE OF <br />COLUMN <br />CONCRETE SLAB <br />WITH REINFORCING <br />COMPACTED <br />CRUSHED STONE <br />#4 BAR AT 9" O.C. <br />WITH STANDARD <br />HOOK-STAGGER <br />HOOKS <br />STRAP FOOTING <br />REINFORCED <br />WITH <br />(8) #6 <br />LONGITUDINAL <br />BARS WITH <br />STANDARD ACI <br />HOOKS EACH END <br />TOP AND BOTTOM <br />AND <br />#5 TIES AT 6" O.C. <br />FINISH GRADE <br />INSULATED <br />WALL PANEL <br />8" <br />VAPOR <br />RETARDER <br />2" THK. PERIMETER <br />INSULATION. <br />EXTEND TO TOP OF <br />FOOTING-SEE B-SERIES <br />BUILDING DRAWINGS <br />CONCRETE CURB- <br />SEE B-SERIES <br />BUILDING DRAWINGS <br />#4 BAR <br />AT 9" O.C. <br />EXISTING MASONRY <br />RETAINING WALL TO REMAIN- <br />THICKNESS AND REINFORCING <br />UNKNOWN <br />EXISTING FOOTING TO REMAIN- <br />SIZE AND REINFORCING <br />UNKNOWN <br />EXISTING 8"+/-THICK <br />SLAB TO REMAIN <br />EXISTING RAMP SLAB TO <br />BE REMOVED AT STRAP <br />FOOTING. <br />(SLOPES, ELEVATION VARIES) <br />MAXIMUM EXCAVATION AND DEMOLITION <br />TO BE 8'-0" WIDE-SEE B-SERIES <br />BUILDING DEMO DRAWINGS. <br /> 1'-2 1/2" <br />ST <br />R <br />U <br />C <br />T <br />U <br />R <br />A <br />L <br /> <br />N <br />O <br />T <br />E <br />S <br />MI <br />N <br />I <br />M <br />U <br />M <br /> <br />C <br />O <br />V <br />E <br />R <br />- <br />SE <br />E <br /> <br />G <br />E <br />N <br />E <br />R <br />A <br />L <br />LA <br />P <br /> <br />S <br />P <br />L <br />I <br />C <br />E <br />CENTERLINE OF <br />BUILDING COLUMN <br />CONCRETE LEVELER <br />PIT SLAB WITH <br />REINFORCING <br />COMPACTED <br />CRUSHED STONE <br />#5 BAR AT 12" O.C. EACH <br />WAY, EACH FACE <br />FINISH PAVING <br />8" <br />COLUMN <br />FOOTING-SEE <br />PLAN AND <br />SCHEDULE FOR <br />SIZE AND <br />REINFORCING <br />2" THK. PERIMETER <br />INSULATION. <br />EXTEND TO TOP OF <br />FOOTING- <br />SEE B-SERIES BUILDING <br />DRAWINGS <br />1' <br /> <br />- <br /> <br />8 <br /> <br />1 <br />/ <br />2 <br />" <br />FINISH FLOOR <br />EL.= (0'-0") <br />INSULATED <br />WALL PANEL <br />1' - 0" <br />#5 DOWEL AT <br />12" O.C. WITH <br />STANDARD <br />HOOK <br />(SEE FOUNDATION DWGS. FOR WIDTH OF PIT) <br />5'-3" LONG <br />1' <br /> <br />- <br /> <br />8 <br /> <br />1 <br />/ <br />2 <br />" <br />. <br />12 <br /> <br />1 <br />/ <br />2 <br />" <br />. <br />8" <br />12 <br />" <br />. <br />1' - 0" <br />#4 BAR AT 8" O.C. <br />EACH WAY <br />PERIMETER INSULATION- <br />SEE B-SERIES BUILDING <br />DRAWINGS <br />CONCRETE SLAB WITH <br />REINFORCING- <br />HAUNCH 3 SIDES OF PIT <br />CONTINUE VAPOR RETARDER <br />ACROSS TOP OF PIT SLAB FOR <br />BOND BREAKER <br />THE CONTRACTOR IS RESPONSIBLE <br />FOR THE SUPPLY OF THE EMBEDDED <br />STEEL REAR PIT CHANNELS AND IS TO <br />FOLLOW THE DOCK LEVELER <br />MANUFACTURER'S DESIGN, <br />CONNECTIONS AND DETAILS FOR THE <br />EMBEDDED REAR PIT CHANNEL. <br />CONTRACTOR TO COORDINATE WITH <br />DOCK LEVELER MANUFACTURER'S <br />APPROVED SHOP DRAWINGS. <br />ANGLE 3"x 3"x 1/4" WITH 1/2" DIA. x 6" LG. HEADED <br />STUDS AT 12" O.C. AT INSIDE CORNER OF ANGLE <br />AT 45 DEGREE ANGLE- <br />(TYP. BOTH ENDS OF PIT). DO NOT WELD ANGLES <br />TO REAR CHANNEL-LEAVE SEPARATE. <br />INSULATED WALL <br />PANEL (BEYOND) <br />TOP OF FOUNDATION <br />WALL AND BOTTOM OF <br />INSULATED WALL PANEL <br />#4 DOWELS AT 8" O.C. x <br />1'-6" LG. PLUS 1'-0" HOOK <br />BETWEEN COLUMNS <br />** <br />NOTES: <br /> 1. -ASTERISK INDICATES CONTRACTOR TO <br /> COORDINATE WITH MANUFACTURER'S <br /> APPROVED SHOP DWGS. <br /> 2. CONTRACTOR TO COORDINATE CAST-IN-PLACE <br /> ANCHORS OR MOUNTING BRACKETS FOR DOCK <br /> BUMPER INSTALLATION WITH MANUFACTURER'S <br /> APPROVED SHOP DWGS. SEE DETAIL B ON <br /> DRAWING SB402-1. <br /> <br /> 3. PROVIDE EMBEDDED PLATES FOR LEVELER LIP <br /> KEEPERS AS REQD. CONTRACTOR TO COORDINATE <br /> WITH MANUFACTURER'S REQUIREMENTS. <br /> 4. CONTR. COORD. UNDERFLOOR PIPING WITH DOCK <br /> EQUIPMENT SUPPLIER AND ELECTRICAL <br /> CONTRACTOR. <br /> 5. ALL EMBEDDED STEEL EXPOSED TO WEATHER <br /> TO BE HOT DIP GALVANIZED <br /> AFTER FABRICATION. <br />* <br />VAPOR RETARDER <br />COMPACTED <br />CRUSHED STONE <br />* <br />PVC HYDRAULIC DUCT <br />ELECTRICAL <br />CONDUIT <br />PROVIDE GALV. <br />EMBEDDED PLATE FOR <br />MOUNTING OF TRUCK <br />RESTRAINT. <br />COORDINATE PLATE <br />SIZE, LOCATION AND <br />ANCHORAGE <br />REQUIREMENTS WITH <br />MANUFACTURER <br />GALV. STEEL CHANNEL TO <br />MATCH SLAB DEPTH W/ 1/2" <br />DIA. x 6" LG. HEADED STUDS <br />AT 6" O.C. STAGGERED TOP <br />TO BOTTOM DOOR <br />OPENINGS <br />STEEL COLUMN <br />(BEYOND) <br />1/4" <br />PROVIDE STEEL CHANNEL FULL DEPTH OF <br />PIT WITH 1/2" DIA. x 6" LG. HEADED STUDS <br />AT 6" O.C. STAGGERED TOP TO BOTTOM <br />BETWEEN LEVELER MOUNTING <br />CHANNELS. STEEL CHANNELS TO BE <br />DISCONTINUOUS AT FLOOR JOINTS AND <br />DO NOT WELD CHANNELS TOGETHER. <br />#4 DOWEL AT 16" O.C. <br />(1) CONT. #4 BAR <br />1 <br />1 <br />1' <br /> <br />- <br /> <br />4 <br />" <br />2' - 0"1' - 0"2' - 0" <br />5' - 0" <br />#5 DOWELS <br />AT 12" O.C. <br />WITH <br />STANDARD <br />HOOK <br />(5) CONTINUOUS <br />#5 BAR TOP AND <br />BOTTOM <br />#5 BAR AT 12" O.C. <br />TOP AND BOTTOM <br />ST <br />R <br />U <br />C <br />T <br />U <br />R <br />A <br />L <br /> <br />N <br />O <br />T <br />E <br />S <br />MI <br />N <br />I <br />M <br />U <br />M <br /> <br />C <br />O <br />V <br />E <br />R <br />- <br />SE <br />E <br /> <br />G <br />E <br />N <br />E <br />R <br />A <br />L <br />FINISH PAVING <br />1' <br /> <br />- <br /> <br />3 <br />" <br /> 1'-2 1/2" <br />#5 BAR AT 12" O.C. EACH <br />WAY, EACH FACE <br />2" THK. PERIMETER <br />INSULATION. <br />EXTEND TO TOP OF <br />FOOTING- <br />SEE B-SERIES BUILDING <br />DRAWINGS <br />NOTE: <br />SEE B-SERIES BUILDING <br />DRAWINGS FOR <br />CONCRETE CURB <br />LOCATIONS AND <br />SECTIONS. <br />CENTERLINE OF <br />COLUMN <br />CONCRETE SLAB <br />WITH REINFORCING <br />COMPACTED <br />CRUSHED STONE <br />FINISH GRADE <br />INSULATED <br />WALL PANEL <br />1' <br /> <br />- <br /> <br />8 <br /> <br />1 <br />/ <br />2 <br />" <br />8" <br />VAPOR <br />RETARDER <br />CONCRETE CURB- <br />SEE B-SERIES <br />BUILDING DRAWINGS <br />#4 BAR <br />AT 9" O.C.2" THK. RIGID <br />INSULATION <br />#5 DOWEL AT 12" O.C. WITH <br />STANDARD LAP SPLICE <br />MAT SLAB <br />REINFORCED WITH <br />#6 BAR AT 12" O.C. EACH WAY, <br />TOP AND BOTTOM. <br />PROVIDE STANDARD ACI <br />HOOKS EACH END. (TYPICAL) <br />1' - 0" <br />STANDARD HOOK <br /> 11" <br />1' - 0" <br />#5 BAR AT 12" O.C. EACH <br />WAY, EACH FACE <br />2" THK. PERIMETER <br />INSULATION. <br />EXTEND TO TOP OF <br />FOOTING- <br />SEE B-SERIES BUILDING <br />DRAWINGS <br />NOTE: <br />SEE B-SERIES BUILDING <br />DRAWINGS FOR <br />CONCRETE CURB <br />LOCATIONS AND <br />SECTIONS. <br />CENTERLINE OF <br />COLUMN <br />COMPACTED <br />CRUSHED STONE <br />FINISH GRADE <br />INSULATED <br />WALL PANEL <br />1' <br /> <br />- <br /> <br />8 <br /> <br />1 <br />/ <br />2 <br />" <br />8" <br />CONCRETE CURB- <br />SEE B-SERIES <br />BUILDING DRAWINGS <br />#4 BAR <br />AT 9" O.C. <br />CONCRETE LEVELER <br />PIT SLAB WITH <br />REINFORCING <br />1' <br /> <br />- <br /> <br />8 <br /> <br />1 <br />/ <br />2 <br />" <br />FINISH FLOOR <br />EL.= (0'-0") <br />COLUMN <br />FOOTING-SEE <br />PLAN AND <br />SCHEDULE FOR <br />SIZE AND <br />REINFORCING <br />SE <br />E <br /> <br />G <br />E <br />N <br />E <br />R <br />A <br />L <br /> <br />S <br />T <br />R <br />U <br />C <br />T <br />U <br />R <br />A <br />L <br /> <br />N <br />O <br />T <br />E <br />S <br />MI <br />N <br />I <br />M <br />U <br />M <br /> <br />C <br />O <br />V <br />E <br />R <br />- <br />LA <br />P <br /> <br />S <br />P <br />L <br />I <br />C <br />E <br />#5 DOWEL AT 12" O.C. <br />WITH STANDARD HOOKS <br />#5 DOWELS <br />AT 12" O.C. <br />WITH <br />STANDARD <br />HOOK <br />#5 BAR AT 12" O.C. <br />EACH WAY, EACH <br />FACE <br />DOCK RAMP-SEE CIVIL <br />DRAWINGS <br />SIDEWALK- <br />SEE CIVIL AND <br />B-SERIES BUILDING <br />DRAWINGS <br />FOR ELEVATION AND <br />DETAILS <br />3/4" CHAMFER (TYPICAL)- <br />CHAMFER CAN BE OMITTED <br />WHERE SIDEWALK ELEVATION <br />IS AT TOP OF WALL. <br />COORDINATE WITH CIVIL <br />DRAWINGS <br />TOP OF WAll <br />ELEVATION= <br />(0'-0") <br />PROVIDE PLASTIC PIPE <br />INSERTS OR CORE DRILL <br />FOR INSTALLATION OF <br />HANDRAIL. GROUT HANDRAIL <br />IN PLACE WHERE HANDRAIL <br />IS TOP MOUNTED TO WALL. <br />GALVANIZED STEEL <br />PIPE HANDRAIL- <br />SEE B-SERIES <br />BUILDING DRAWINGS <br />FOR EXACT HANDRAIL <br />MOUNTING LOCATION <br />AND CONDITION <br />1' - 0" <br />MAT SLAB <br />REINFORCED WITH <br />#6 BAR AT 12" O.C. EACH WAY, <br />TOP AND BOTTOM. <br />PROVIDE STANDARD ACI <br />HOOKS EACH END. (TYPICAL) <br /> 1 <br />" <br /> 6 <br />" <br />1' <br /> <br />- <br /> <br />3 <br />" <br />2' - 0" <br />SEE B-SERIES BUILDING <br />DRAWINGS FOR <br />HANDRAIL CONNECTION <br />WHERE HANDRAIL IS MOUNTED <br />TO SIDE OF WALL <br />DRAIN WITH <br />GRANULAR FILL- <br />SEE CIVIL <br />WATERPROOFING- <br />SEE B-SERIES <br />BUILDING DRAWINGS <br />4' <br />- <br />0 <br />" <br /> <br />M <br />A <br />X <br />. <br />EXISTING MASONRY <br />RETAINING WALL TO BE <br />REMOVED TO 4" BELOW <br />NEW COLUMN FOOTING. <br />SEE GEOTECHNICAL <br />REPORT FOR EXCAVATION <br />ADJACENT TO EXISTING <br />BUILDING AND TRENCH <br />SHORING <br />EXISTING RAMP SLAB TO <br />BE REMOVED AT FOOTING. <br />(SLOPES, ELEVATION VARIES) <br />MAXIMUM EXCAVATION AND DEMOLITION <br />TO BE 10'-0" WIDE-SEE B-SERIES <br />BUILDING DEMO DRAWINGS. <br />EXISTING LOAD <br />BEARING <br />CONCRETE <br />BUILDING SHEAR <br />WALL <br />EXISTING <br />CONCRETE <br />FOOTING- <br />SEE PLAN FOR <br />TOP OF FOOTING <br />ELEVATION <br />EXISTING <br />CONCRETE SLAB <br />CONCRETE SLAB <br />WITH REINFORCING <br />COMPACTED <br />CRUSHED STONE <br />COLUMN FOOTING- <br />SEE PLAN AND <br />SCHEDULE FOR SIZE <br />AND REINFORCING <br />VAPOR BARRIER <br />5 1/4" +/- <br />1' - 2" <br />CENTERLINE OF COLUMN <br />STEEL COLUMN <br />BASE PLATE <br />GROUT <br />ANCHOR BOLTS <br />COLUMN ISOLATION JOINT <br />1/2" THICK <br />EXPANSION <br />MATERIAL- <br />SEAL JOINT <br />TOP OF FOOTING- <br />SEE PLAN <br />SB402-1 <br />D HAIRPIN <br />(3) #3 TIES WITHIN 5" OF <br />THE TOP OF THE STRAP <br />FOOTING <br />FOLLOWED BY #3 TIES <br />AT 10" O.C. <br />HAIRPIN PLAN VIEW DETAIL <br />1' <br /> <br />- <br /> <br />2 <br />" <br />3" <br />3" <br />3" <br />3" <br />3"6"3" <br />ANCHOR <br />BOLT <br />(TYP.) <br />HAIRPIN <br />(TYP.) <br />TIES <br />(TYP.) <br /> 3"6" 3" <br />NOTE: <br />WIDE BRACE AND CONNECTION <br />PLATE NOT SHOWN. <br />4" <br />EXTEND COLUMN FOOTING <br />BOTTOM BARS INTO UNDERPIN <br />CONCRETE AND PROVIDE <br />STANDARD ACI HOOKS. <br />(3) ADDITIONAL #6 BARS <br />COLUMN FOOTING- SEE PLAN <br />DRILL AND EPOXY GROUT <br />FOOTING TOP BARS 12" <br />INTO EXISTING FOOTING <br />NOTE: <br />SEE GEOTECHNICAL REPORT FOR EXCAVATION <br />ADJACENT TO EXISTING BUILDING AND TRENCH <br />SHORING. DO NOT SLOT CUT SOIL MORE THAN <br />4'-0" UNDER EXISTING FOOTING. THE EXISTING <br />CONCRETE FOOTING SUPPORTS 2.7 KIPS / FOOT <br />OF DEAD WEIGHT. <br />11" <br />ST <br />R <br />U <br />C <br />T <br />U <br />R <br />A <br />L <br /> <br />N <br />O <br />T <br />E <br />S <br />MI <br />N <br />I <br />M <br />U <br />M <br /> <br />C <br />O <br />V <br />E <br />R <br />- <br />SE <br />E <br /> <br />G <br />E <br />N <br />E <br />R <br />A <br />L <br />1' <br /> <br />- <br /> <br />0 <br />" <br />CENTERLINE OF <br />COLUMN <br />CONCRETE SLAB <br />WITH REINFORCING <br />COMPACTED <br />CRUSHED STONE <br />FINISH GRADE <br />VAPOR <br />RETARDER <br />2" THK. PERIMETER <br />INSULATION <br />SEE PLAN FOR EXACT <br />FOUNDATION CONDITION <br />11" <br />PERSONNEL <br />DOOR-SEE B-SERIES <br />BUILDING DRAWINGS <br />S-003-1 <br />ESLAB HAUNCH <br />1' <br /> <br />- <br /> <br />0 <br />" <br /> 11" <br />#5 BAR AT 12" O.C. EACH <br />WAY, EACH FACE <br />2" THK. PERIMETER <br />INSULATION. <br />EXTEND TO TOP OF <br />FOOTING- <br />SEE B-SERIES BUILDING <br />DRAWINGS <br />NOTE: <br />SEE B-SERIES BUILDING <br />DRAWINGS FOR <br />CONCRETE CURB <br />LOCATIONS AND <br />SECTIONS. <br />CENTERLINE OF <br />COLUMN <br />FINISH GRADE <br />INSULATED <br />WALL PANEL <br />1' <br /> <br />- <br /> <br />0 <br />" <br />8" <br />CONCRETE CURB- <br />SEE B-SERIES <br />BUILDING DRAWINGS <br />#4 BAR <br />AT 9" O.C. <br />2' - 0"1' - 0"2' - 0" <br />5' - 0" <br />(5) CONTINUOUS <br />#5 BAR TOP AND <br />BOTTOM <br />#5 BAR AT 12" O.C. <br />TOP AND BOTTOM <br />SE <br />E <br /> <br />G <br />E <br />N <br />E <br />R <br />A <br />L <br /> <br />S <br />T <br />R <br />U <br />C <br />T <br />U <br />R <br />A <br />L <br /> <br />N <br />O <br />T <br />E <br />S <br />MI <br />N <br />I <br />M <br />U <br />M <br /> <br />C <br />O <br />V <br />E <br />R <br />- <br />1' <br /> <br />- <br /> <br />3 <br />" <br />COMPACTED <br />CRUSHED STONE <br />VAPOR <br />RETARDER <br />STANDARD <br />HOOK (TYP.) <br />HAIRPIN PLAN VIEW DETAIL <br />3" <br />3" <br />3" <br />3" <br />3"3" <br />ANCHOR <br />BOLT <br />(TYP.) <br />HAIRPIN <br />(TYP.) <br />TIES <br />(TYP.) <br />SEE PLAN <br />ST <br />R <br />U <br />C <br />T <br />U <br />R <br />A <br />L <br /> <br />N <br />O <br />T <br />E <br />S <br />MI <br />N <br />I <br />M <br />U <br />M <br /> <br />C <br />O <br />V <br />E <br />R <br />- <br />SE <br />E <br /> <br />G <br />E <br />N <br />E <br />R <br />A <br />L <br />4" <br />CENTERLINE OF <br />COLUMN <br />COMPACTED <br />CRUSHED STONE <br />#4 BAR AT 9" O.C. <br />WITH STANDARD <br />HOOK-STAGGER <br />HOOKS <br />FINISH GRADE <br />INSULATED <br />WALL PANEL <br />8" <br />VAPOR <br />RETARDER <br />#4 BAR <br />AT 9" O.C. <br />1' <br /> <br />- <br /> <br />0 <br />" <br />CONCRETE FOOTING- <br />SEE PLAN AND SCHEDULE <br />FOR SIZE AND REINFORCING <br />CONCRETE SLAB <br />WITH REINFORCING <br />STEEL COLUMN- <br />COORD. WITH PLAN AND <br />BASE PLATE DETAILS FOR <br />EXACT COLUMN ORIENTATION <br />BASE PLATE <br />GROUT <br />ANCHOR BOLTS <br />COLUMN ISOLATION JOINT <br />SB402-1 <br />D HAIRPIN <br />(3) #3 TIES WITHIN 5" OF <br />THE TOP OF THE <br />FOOTING FOLLOWED BY <br />#3 TIES AT 10" O.C. <br />SEE BASE PLATE <br />DETAILS ON SHEET <br />SB400-1 <br />SEE BASE PLATE <br />DETAILS ON SHEET <br />SB400-1 <br />NOTE: <br />WIDE BRACE AND CONNECTION <br />PLATE NOT SHOWN. <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 />SB401-1 <br />EWS <br />RMT <br />04/02/2024 <br />FOUNDATION <br />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 />NO SCALESB401-1 <br />1 EXTERIOR FOUNDATION SECTION <br />NO SCALESB401-1 <br />2 <br />EXTERIOR FOUNDATION EAST WALL <br />SECTION <br />NO SCALESB401-1 <br />3 <br />EXTERIOR DOCK FOUNDATION <br />BEYOND PIT SECTION <br />NO SCALESB401-1 <br />4 <br />TYPICAL VERTICAL STORE DOCK <br />LEVELER PIT SECTION <br />NO SCALESB401-1 <br />5 <br />EXTERIOR DOCK FOUNDATION <br />SECTION NO SCALESB401-1 <br />6 <br />EXTERIOR WEST WALL FOUNDATION <br />AT LEVELER PIT SECTION <br />NO SCALESB401-1 <br />7 <br />EXTERIOR RETAINING WALL <br />SECTION <br />NO SCALESB401-1 <br />8 <br />EXTERIOR FOUNDATION FOOTING AT <br />SOUTH WALL SECTION <br />NO SCALESB401-1 <br />9 <br />EXTERIOR FOUNDATION AT <br />PERSONNEL DOOR SECTION <br />NO SCALESB401-1 <br />10 <br />EXTERIOR WEST WALL FOUNDATION <br />AT BEYOND LEVELER PIT SECTION <br />NO SCALESB401-1 <br />11 <br />EXTERIOR FOUNDATION FOOTING <br />WITHOUT CONCRETE PIER SECTION <br />NO. DATE DESCRIPTION <br />A 04/02/2024 ISSUED FOR PERMIT AND <br />CONSTRUCTION <br />B 07/23/2024 BULLETIN #1 - PHASE 1 <br />B <br />REGISTERED PROFESSIONAL ENGINEER67268RICHARD MAURICE THIBEAULT <br />STATE OF CALIFORNIACIVIL <br />7/23/24 <br />2350 S Pullman St - <br />Phase I3/4/2025