Laserfiche WebLink
W. <br />I <br />. <br />C <br />. <br /> <br />+ <br /> <br />9 <br />" <br />W.I.C./2 + 6" <br />TYP. <br />8" <br />EDGE OF <br />CURB <br />BOLLARDB-400-1 <br />A <br />B-400-1 <br />E <br />FIELD WELD <br />CONCRETE SLAB <br />6" SCH. 40 GALV. STEEL PIPE -FILL <br />W/ CONCRETE AFTER <br />INSTALLATION, INSTALL TOPGARD <br />CONCRETE PIPE BOLLARD CAP <br />4' <br /> <br />- <br /> <br />0 <br />" <br />E <br />B-400-1 <br />R 9" <br />8" DIA. GALV. STEEL PIPE <br />1/2" X 18" DIA. GALV. STEEL <br />W/ (4) 1/2" DIA. X 4" LG. <br />HEADED STUDS <br />4"10"4" <br />(TYP.) <br />D <br />B-400-1 <br />D <br />B-400-1 <br />1/2" X 18" DIA. GALV. <br />STEEL W/ (4) 1/2" DIA. X 4" <br />LG. HEADED STUDS -TOP <br />OF PLATE TO BE FLUSH <br />W/ TOP OF FINISHED <br />FLOOR SURFACE <br />1/2" X 18" DIA. GALV. <br />STEEL W/ (4) 1/2" DIA. X 4" <br />LG. HEADED STUDS - <br />BOTTOM OF PLATE TO BE <br />FLUSH WITH BOTTOM OF <br />CONCRETE SLAB <br />*COORDINATE WITH STRUCTURAL SLAB DEPTH - <br />SEE STRUCTURAL DRAWINGS <br />8" DIA. GALV. STEEL PIPE <br />6" SCH. 40 GALV. STEEL PIPE - <br />FILL W/ CONCRETE AFTER <br />INSTALLATION -INSTALL <br />TOPGARD CONCRETE PIPE <br />BOLLARD CAP <br />(TYP.) <br />6" <br /> <br />* <br />7" <br /> <br />* <br />DE <br />P <br />T <br />H <br />PI <br />T <br />4' <br /> <br />- <br /> <br />8 <br />" <br />1' - 0" <br />30.00° <br />2' - 0" <br />4' <br /> <br />- <br /> <br />8 <br />" <br />1 <br />1 <br />/ <br />2 <br />" <br />PL <br />A <br />T <br />E <br />3' <br /> <br />- <br /> <br />3 <br />" <br />1/ <br />2 <br />" <br />2' - 2" <br />TYP. <br />4" <br />3/16" CAP PLATE TOP <br />AND BOTTOM (TYP.). <br />LOCATE GALVANIZING <br />HOLE IN BOTTOM PLATE <br />CONTROL PANEL BY <br />DOCK EQUIPMENT <br />CONTRACTOR <br />HSS 6 X 4 X 3/8" POSTS <br />WELDED TO PIT EDGE STEEL <br />HSS 4" X 2" X 5/16" RAILS <br />WELDED TO POSTS <br />3/8" STEEL PLATE WELDED TO <br />POSTS AND RAILS <br />DOCK LEVELER <br />PIT SLAB <br />LEVELER PIT EDGE STEEL - <br />SEE STRUCTURAL DRAWINGS <br />1" RADIUS (TYP.) <br />3/8" BENT PLATE CONTROL <br />PANEL SUPPORT BRACKET <br />WELDED TO ANGLE AND POST <br />5" X 3" X 5/16" ANGLE <br />WELDED TO POSTS <br />FINISH FLOOR <br />CONTR. COORD. PIT DEPTH W/ EXACT <br />LEVELER SUPPLIED AND FINAL <br />APPROVED SHOP DRAWINGS <br />1" <br />4" <br />2' <br /> <br />- <br /> <br />8 <br />" <br />4" <br />NOTE:PAINT IN DRY AREAS, GALVANIZED IN COOLERS/FREEZERS <br />2" <br />ELECTRICAL CONDUIT <br />EQ EQ <br />PROVIDE 6" X 3/8" STEEL PLATE TO <br />POSTS. COORDINATE WITH DOCK <br />EQUIPMENT VENDOR SHOP DRAWINGS <br />PROVIDE HINGE CHANNELS FROM <br />LEVELER MANUFACTURER. SEE <br />STRUCTURAL FOR EDGE <br />CHANNELS BETWEEN LEVELERS <br />3/16" <br />(TYP.) <br />4' <br /> <br />- <br /> <br />8 <br />" <br />3/16" CAP PLATE <br />TOP AND BOTTOM <br />(TYP.) <br />HSS 6 X 4 X 3/8" <br />POSTS WELDED <br />TO PIT EDGE <br />STEEL <br />DOCK LEVELER <br />PIT SLAB <br />LEVELER PIT <br />EDGE STEEL - <br />SEE STRUCTURAL <br />DRAWINGS3/16" <br />(TYP.) <br />4' <br /> <br />- <br /> <br />0 <br />" <br />4' <br /> <br />- <br /> <br />0 <br />" <br />3" <br />1' - 0" <br />1 1/2" SMOOTH FINISHED CROWN <br />10" STANDARD GALV. PIPE <br />CONCRETE FILLED, PAINT <br />OSHA SAFETY YELLOW <br />1'-0" TYP. FROM WALL <br />OR OBJECT TO BE <br />PROTECTED UNLESS <br />OTHERWISE NOTED <br />SLOPE PAVING AWAY AT <br />EXTERIOR CONDITION AND <br />APPLY SEALANT AROUND POST <br />CONC. SLAB OVER <br />DRAINAGE COURSE <br />WRAP POST W/ 2-LAYERS 15 <br /># FELT PRIOR TO SLAB <br />POUR (1/2" EXP. MATERIAL <br />@ SHRINKAGE <br />COMPENSATING CONCRETE) <br />1'-6"Ø CONCRETE <br />ENCASEMENT <br />6" REFLECTIVE SILVER TAPE <br />(MANUF: SETON) -VERIFY FINAL <br />LOCATION WITH OWNER <br />INTERMEDIATE <br />SUPPORT <br />STANDARD CF U CLIP <br />SELF TAPPING OR SELF DRILLING 1/4-14 <br />X LENGTH BLAZER 3, 3/8" HEX WASHER <br />HEAD TRI-SEAL COATED SCREW, PER <br />MANUFACTURER. MIN 2 PER CLIP @ <br />INTERMEDIATE SUPPORTS, AND 1 @ <br />BASE & EAVE CONDITIONS. <br />NOTE: <br />COORDINATE EXACT WALL PANEL ATTACHMENT <br />REQUIREMENTS W/ SPECIFICATIONS, STRUCTURAL <br />DRAWINGS, PANEL MFR. AND FINAL APPROVED SHOP <br />DRAWINGS <br />(1) FAB-LOK PER PANEL <br />PER SUPPORT. <br />4' <br /> <br />- <br /> <br />0 <br />" <br />6" <br />6X6X1/4" GALV STEEL HSS <br />CONC. FILLED. PAINT TO <br />MATCH SCREEN. <br />SLOPE TOP OF POST <br />ENCASEMENT 1/8" MIN/FT. AWAY <br />FROM POST FOR POSITIVE <br />DRAINAGE AWAY FROM POST <br />PAVING OVER <br />DRAINAGE COURSE <br />1/2" EXPANSION JOINT <br />MATERIAL. SEAL JOINT. <br />2'-0" Ø CONCRETE <br />ENCASEMENT <br />(8) #5 VERTICAL <br />BARS <br />(3) #3 TIES @ 3" O.C. <br />@ TOP OF POST <br />ENCASEMENT <br />(3) #3 TIES @ 10" O.C. <br />1/2" DIA. X 4" LONG HEADED <br />STUDS @ 1'-6" O.C. (TYPICAL <br />EACH SIDE OF HSS POST) <br />TOP OF POST ELEVATION = <br />8'-2" MIN. ABOVE FINISH <br />PAVING HIGH POINT. TOP OF <br />POSTS TO BE LEVEL AND <br />PLUMB WITH EACH OTHER. <br />6" <br />1" <br /> <br />B <br />O <br />T <br />. <br /> <br />O <br />F <br /> <br />S <br />C <br />R <br />E <br />E <br />N <br />METAL SCREEN. ATTACH TO <br />POSTS PER MANUFACTURER <br />1" SMOOTH FINISHED CROWN <br />METAL POST PER MANUFACTURER <br />1/2"1/2" <br />FASTENER PER MANUFACTURERMETAL SCREEN PANEL <br />1 1/2"1 1/2" <br />FASTENER PER MANUFACTURERMETAL SCREEN PANEL <br />6X6X1/4" GALV STEEL HSS <br />CONC. FILLED. PAINT TO <br />MATCH SCREEN. <br />METAL SCREEN PANEL <br />CONC. SITE WALL -SEE <br />CIVIL CONTRACT <br />DOCUMENTS <br />HILTI KWIK BOLT TZ -SS <br />5/8" MIN. 4" EMBED <br />METAL POST PER MANUFACTURER <br />FASTENER PER MANUFACTURER <br />22 GAUGE GALVANIZED <br />STEEL SCUPPER CUSTOM <br />PAINT TO MATCH PANEL FINISH <br />(FACTORY BAKED-ON FINISH) <br />RETURN SCUPPER BOX <br />THROUGH WALL, FASTEN ON <br />BACKSIDE OF PARAPET & SEAL <br />ONTO ROOFING MEMBRANE. <br />INSTALL SCUPPERS ACCORDING <br />TO ROOFING MANUFACTURER'S <br />STANDARD DETAILS & <br />INSTALLATION INSTRUCTIONS <br />SQUARE PREFIN. GALV. <br />STL. DOWNSPOUTS <br />CUSTOM COLOR TO MATCH <br />WALL PANELS <br />PREFIN. GALV. STL. NOTCH <br />OPENING IN PARAPET WALL <br />OPENING WIDTH <br />8" <br />2" <br />8" <br />4" <br /> <br />M <br />I <br />N <br />. <br />SE <br />E <br /> <br />P <br />L <br />A <br />N <br />S <br />IM <br />P <br /> <br />T <br />H <br />I <br />C <br />K <br />N <br />E <br />S <br />S <br />2"OPENING WIDTH 2" <br />PREFIN. GALV. STL. <br />LEADER HEAD W/ 4" HIGH <br />SIDES ABOVE FINISHED ROOF <br />FOR OVERFLOW DAM <br />MIN. 4" x 18" CLEAR OPENING <br />FOR OVERFLOW <br />22 GAUGE GALVANIZED <br />STEEL SCUPPER CUSTOM <br />PAINT TO MATCH PANEL <br />FINISH (FACTORY BAKED- <br />ON FINISH) <br />TOP OF PARAPET <br />2" RIGID INSULATION <br />2' <br /> <br />- <br /> <br />6 <br />" <br />11 <br /> <br />1 <br />/ <br />2 <br />" <br />2"*2" <br />SQUARE <br />DOWNSPOUT <br />1/4" THICK GALV. STEEL <br />PLATE DOWNSPOUT COVER <br />ANCHORED TO FOUNDATION <br />WALL W/ (3) 1/2" DIA. X 2" <br />EPOXY FASTENERS EA. SIDE; <br />PAINT PLATE TO MATCH <br />DOWNSPOUT <br />DIMENSION TO BE 1/2" <br />LARGER THAN OUTSIDE <br />DIMENSION OF <br />DOWNSPOUT <br />PLAN @ FOUNDATION WALL <br />22 GA. GALV. STEEL <br />TRANSITION COLLAR W/ FINISH <br />TO MATCH DOWNSPOUTS <br />DOWNSPOUT COLLECTOR - <br />SEE CIVIL DRAWINGS FOR <br />SIZE AND MATERIAL <br />ISOMETRIC <br />SQUARE DOWNSPOUT <br />2"*2" <br />1/4" THICK GALV. STEEL <br />PLATE DOWNSPOUT COVER <br />ANCHORED TO INSULATED <br />METAL PANEL WALL W/ (3) <br />1/2" DIA. S.S BOLTS EA. SIDE; <br />PAINT PLATE TO MATCH <br />DOWNSPOUT <br />DIMENSION TO BE 1/2" <br />LARGER THAN OUTSIDE <br />DIMENSION OF <br />DOWNSPOUT <br />PLAN @ IMP <br />1/4" THICK GALV. STEEL <br />PLATE <br />FOAM-IN-PLACE URETHANE <br />OR DOW CORNING #3-6548 <br />SILICONE RTV RESILIENT <br />FOAM PENETRATION <br />SEALANT <br />URETHANE BASED <br />SEALANT (TYP.) - <br />INTERIOR AND <br />EXTERIOR <br />CONCRETE SPLASH BLOCK <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-400-1 <br />RBF <br />EJE <br />04/02/2024 <br />DETAILS <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 />3/8" = 1'-0"B-400-1 <br />1 DOOR GUARD PLAN - SINGLE <br />3/4" = 1'-0"B-400-1 <br />A BOLLARD ELEVATION <br />3" = 1'-0"B-400-1 <br />D BOLLARD BASE PLAN <br />3" = 1'-0"B-400-1 <br />E BOLLARD BASE SECTION <br />3/4" = 1'-0"B-400-1 <br />F DOCK GUARD - CONTROLLER GUARD <br />3/4" = 1'-0"B-400-1 <br />G DOCK GUARD - END OF PIT POST <br />3/4" = 1'-0"B-400-1 <br />B BOLLARD ELEVATION - EXTERIOR <br />1 1/2" = 1'-0"B-400-1 <br />H TYPICAL PANEL ATTACHMENT <br />1 1/2" = 1'-0"B-400-1 <br />2 <br />TYPICAL IMP SCUPPER NOTCH <br />DETAIL <br />1 1/2" = 1'-0"B-400-1 <br />3 <br />DOWNSPOUT GUARD AND <br />TRANSITION <br />3/4" = 1'-0"B-400-1 <br />C <br />BOLLARD ELEVATION - EXTERIOR @ <br />SCREEN <br />3" = 1'-0"B-400-1 <br />J METAL SCREEN TO POST DETAIL <br />3" = 1'-0"B-400-1 <br />L <br />METAL SCREEN TO BOLLARD <br />DETAIL <br />3" = 1'-0"B-400-1 <br />K <br />METAL SCREEN POST TO CONC <br />WALL <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