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NOTE: SEE PLANS FOR EXACT PANEL(S) THICKNESS <br />INSIDE <br />OUTSIDE <br />26 GA. GALV. STEEL TRIM W/ FINISH TO <br />MATCH PANELS <br />FOAM-IN-PLACE INSULATION <br />SELF-ADHERING SHEET VAPOR <br />BARRIER (MIN. 3" COVERAGE) <br />INSULATED WALL <br />PANEL (TYP.) <br />#10 X 3/4" S.M. SCREWS @ <br />12" O.C. W/ PAINTED HEADS <br />TO MATCH PANELS <br />CONT. 1/8" X 3" MIN. <br />SEALANT TAPE <br />26 GA GALV. STEEL TRIM W/ FINISH TO <br />MATCH PANELS. ATTACH TO PANELS W/ #10 <br />x 3/4" S.M. SCREWS @ 12" O.C. W/ PAINTED <br />HEADS TO MATCH PANELS; THEN SPRING <br />TIGHT AGAINST COLUMN <br />CONCRETE FLOOR SLAB <br />INSULATED WALL PANEL <br />VAPOR BARRIERSLAB TIE IN -SEE STRUCTURAL <br />CONTRACT DOCUMENTS <br />#10 x 3/4" S.M. SCREWS @ 12" O.C. W/ <br />PAINTED HEADS TO MATCH PANELS <br />3 1/2" X 3 1/2" X 1/4" GALV. STEEL ANGLE W/ <br />3/8" DIA. HOLES @ 9" O.C. IN VERTICAL LEG. <br />CURB AND SLIP <br />SHEET OMITTED FOR <br />CLARITY <br />(2) CONT. HEAVY BEADS OF <br />URETHANE SEALANT <br />NOTE: PROVIDE 26 GA. GALV. STEEL TRIM W/ BAKED- <br />ON ACRYLIC FINISH TO MATCH PANELS WHERE <br />BOTTOM OF PANEL OR ANGEL IS EXPOSED <br />WHERE NO CONC CURB IS SHOWN, <br />PROVIDE 26 GA GALV PTD TRIM SET <br />IN URETHANE SEALANT <br />3/8" DIA GALV.HILTI HIT-Z X 4 <br />3/8" LONG ANCHOR ROD W/ <br />HILTI HIT-HY200-R V3 <br />ADHESIVE W/ 2 3/8" <br />EMBEDMENT@ 18" O.C. <br />CONTINUOUS SEALANT -CAULK <br />TOP OF CURB AFTER BUILDING IS <br />BROUGHT DOWN TO TEMP. <br />FACE OF WALL <br />CONCRETE CURB <br />1/2" EXPANSION MATERIAL CUT <br />TO MATCH CURB PROFILE <br />CONCRETE FILL BEHIND COLUMN -SLOPE <br />TO SIDES (NOT TO COLUMN OR WALL) <br />CONCRETE CURB -SEE PLAN FOR TYPES <br />STEEL COLUMN -SEE <br />STRUCTURAL DRAWINGS <br />WHERE ISOLATION JOINTS MAY <br />OCCUR, CONC. CURB OVER <br />ISOLATION JOINTS SHALL HAVE <br />NO DOWELS AND SET ON <br />POLYFILM SLIP SHEET (TYP.) <br />CURB NOTES: <br />1. PROVIDE VERTICAL CONSTRUCTION JOINT IN <br />CONCRETE CURBS AT ALL FLOOR CONTROL <br />JOINTS (MAX. 15'-0" O.C.). DO NOT CONTINUE <br />REINF. THRU JOINT. <br />2. SHORE PANELS AS NEEDED PRIOR TO <br />POURING CURBS <br />3. INSTALL SEALANT ON CURB (WHERE SHOWN) <br />AFTER ROOM IS BROUGHT DOWN TO <br />TEMPERATURE OR AT LOWEST WORKING <br />TEMPERATURE OF SEALANT AS <br />RECOMMENDED BY MANUFACTURER <br />EXTERIOR INTERIOR <br />INSULATED WALL PANEL <br />SEAL POLYFILM V.R. TO 45 MIL <br />EPDM TRANSITION SHEET W/ <br />CONT. 1/8" X 3" SEALANT TAPE <br />POLYFILM VAPOR RETARDER <br />SLIP SHEET <br />2" RIGID PERIMETER INSULATION, DOWN <br />TO FOOTING <br />CONCRETE FOUNDATION WALL <br />2" <br />B-401-1 <br />J <br />2' <br /> <br />- <br /> <br />6 <br />" <br />6" <br />6" <br />DRILL HOLES MIN. 4" DEEP AND FILL W/ <br />EPOXY GROUT <br />#4 VERTICAL BARS @ <br />1'-6" O.C. <br />(5) CONT. #4 BARS <br />2" RIGID INSULATION <br />TOOL TOP OF CURB FOR <br />CAULKING <br />45 MIL EPDM MEMBRANE -EXTEND <br />MEMBRANE PAST TOP OF CURB TO TIE <br />INTO BASE OF IMP WALL <br />B-401-1 <br />G <br />SEALED CONCRETE FLOOR <br />SLAB AND CURB <br />EXTERIOR INTERIOR <br />INSULATED WALL PANEL <br />CONCRETE CURB -SEE PLAN <br />FOR LOCATIONS <br />SEAL POLYFILM V.R. TO 45 MIL <br />EPDM TRANSITION SHEET W/ <br />CONT. 1/8" X 3" SEALANT TAPE <br />15 MIL POLYFILM VAPOR RETARDER <br />SLIP SHEET <br />CONCRETE FLOOR SLAB <br />SAW CUT THERMAL BREAK <br />THRU INSIDE METAL SKIN <br />2" RIGID PERIMETER <br />INSULATION <br />CONT. 1/8" X 3" MIN. SEALANT TAPE <br />26 GA. GALV. STL. BRAKE -FORMED <br />PANEL CONNECTION PLATE W/ FINISH <br />TO MATCH PANELS <br />2 CONT. BEADS OF BUTYL SEALANT <br />PROVIDE HIDDEN SIDE-LAP FASTENERS <br />PER IMP MANUF. DIRECTIONS (PROVIDE <br />TAPCON FASTENERS IF CONCRETE <br />FLOOR SLAB IS ALREADY INSTALLED) <br />CONT. SEALANT <br />12 GA GALV. STEEL BASE TRIM <br />W/ 5" VERTICAL BACK LEG <br />CONT. 1/8" THICK SEALANT TAPE TO FILL <br />UNEVENNESS BETWEEN CONCRETE <br />FOUNDATION AND BASE TRIM <br />CONCRETE FOUNDATION WALL <br />3/8" DIA GALV.HILTI HIT-Z X 4 3/8" LONG <br />ANCHOR ROD W/ HILTI HIT-HY200-R V3 <br />ADHESIVE W/ 2 3/8" EMBEDMENT@ 18" O.C. <br />FILL ALL PANEL LOWS WITH <br />URETHANE SEALANT <br />FULL BED OF URETHANE <br />MASTIC BETWEEN IMP <br />AND BASE TRIM <br />2" <br />2" RIGID INSULATION <br />45 MIL EPDM MEMBRANE -EXTEND <br />MEMBRANE PAST TOP OF CURB TO TIE <br />INTO BASE OF IMP WALL <br />CONCRETE FOOTING <br />NOTE: SEE PLANS FOR EXACT PANEL(S) THICKNESS <br />FOAM-IN-PLACE INSULATION <br />FAB-LOK FASTENERS AS <br />REQUIRED <br />#10 X 3/4" S.M. SCREWS @ 12" <br />O.C. W/ PAINTED HEADS TO <br />MATCH PANELS <br />INSULATED WALL PANEL <br />(TYP.) <br />EXIST CONCRETE WALL <br />26 GA. GALV. STL. TRIM <br />W/ FINISH TO MATCH <br />PANELS <br />1/4" X 1" TAPCON <br />SCREWS @ 12" O.C. <br />W/ PAINTED HEADS TO <br />MATCH PANELS, @ <br />CONC. WALL <br />2" MIN. <br />DOCKPACKAGING <br />CONT. 4" x 4" x 10 GA W/ 3/8" <br />DIA./ X 4 3/8" LONG HILTI HIT-Z <br />ANCHOR ROD W/ HILTI HIT-HY <br />200-R V3 ADHESIVE W/ 2 3/8" <br />EMBEDMENT INTO EXISTING <br />CONCRETE PANEL @ 12" O.C. <br />(DO NOT CUT EXISTING <br />REINFORCEMENT) <br />COMPLETELY FILL <br />JOINT W/ SEALANT <br />WATER BLOCK <br />SEALANT <br />BUTYL CAULK <br />2 <br />1 <br />/ <br />2 <br />" <br />1 <br />1 <br />/ <br />2 <br />" <br />5" <br />1 <br />1 <br />/ <br />2 <br />" <br />1 1/2" DIA. GALV. STEEL PIPE <br />GUARDRAIL @ 5'-0" O.C. <br />8" X 8" X 1/2" GALV. STEEL <br />PLATE W/ (4) 1/2" DIA <br />GALV.HILTI HIT-Z X 4 1/2" <br />LONG ANCHOR ROD W/ <br />HILTI HIT-HY200-R V3 <br />ADHESIVE W/ 2 3/4" <br />EMBEDMENT @ 5" SPACING <br />1' <br /> <br />- <br /> <br />7 <br />" <br />1' <br /> <br />- <br /> <br />6 <br />" <br />4' <br /> <br />- <br /> <br />4 <br /> <br />1 <br />/ <br />2 <br />" <br />CAULK AND SEAL EDGE <br />3' <br /> <br />- <br /> <br />6 <br />" <br />EXTERIOR GRADE FLUSH <br />W/ TOP OF WALL <br />1/2" EXPANSION JOINT <br />MATERIAL. SEAL JOINT <br />CONCRETE WALL -SEE <br />STRUCTURAL & CIVIL <br />CONTRACT DOCUMENTS <br />GALV. STEEL GUARDRAIL <br />4 3/4"2 1/2"4 3/4" <br />EXTERIOR GRADE FLUSH W/ <br />TOP OF WALL <br />1/2" EXPANSION JOINT <br />MATERIAL. SEAL JOINT <br />NOTE: SEE PLANS FOR EXACT PANEL(S) THICKNESS <br />EXIST STEEL COLUMN. <br />INSULATED METAL WALL <br />PANEL <br />STEEL ANGLE -SEE STRUCTURAL <br />CONTRACT DOCUMENTS. WRAP W/ 26 GA. <br />GALV. STL. TRIM AND SEALANT (TYP.) <br />CONT. 1/8" X 3" MIN. SEALANT <br />TAPE <br />CONT. SEALANT, TYP. <br />#10 X 3/4" S.M. SCREWS @ <br />12" O.C. W/ PAINTED HEADS <br />TO MATCH PANELS <br />COMPLETELY FILL LOWS <br />POLYURETHANE SEALANT <br />45 MIL EPDM, FULLY <br />ADHERED TO FACE OF <br />IMP AND CONCRETE <br />26 GA. GALV. STL. TRIM W/ <br />FINISH TO MATCH PANELS <br />FOAM-IN-PLACE INSULATION <br />COMPRESSIBLE INSULATION <br />E. <br />J <br />. <br />6" <br /> <br />SELF-ADHERING SHEET VAPOR <br />BARRIER (MIN. 3" COVERAGE) <br />NOTE: SEE PLANS FOR EXACT PANEL(S) THICKNESS <br />E.J. <br />6" <br />INSULATED METAL WALL <br />PANEL <br />COMPLETELY FILL LOWS <br />POLYURETHANE SEALANT <br />45 MIL EPDM, FULLY <br />ADHERED TO FACE OF <br />IMP AND CONCRETE <br />26 GA. GALV. STL. TRIM <br />W/ FINISH TO MATCH <br />PANELS <br />CONT. 1/8" X 3" MIN. <br />SEALANT TAPE <br />CONT. SEALANT, TYP. <br />#10 X 3/4" S.M. SCREWS @ <br />12" O.C. W/ PAINTED HEADS <br />TO MATCH PANELS <br />FASTEN VB THRU TERM BAR <br />TO CONCRETE @ 12" O.C. <br />#10 X 3/4" TAPCON <br />SCREWS @ 12" O.C. W/ <br />PAINTED HEADS TO <br />MATCH PANELS <br />STEEL COLUMN <br />EXIST CONC. WALL <br />COMPRESSIBLE <br />INSULATION <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-401-1 <br />RBF <br />EJE <br />04/02/2024 <br />DETAILS PLAN, <br />BASE & CURB <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 1/2" = 1'-0"B-401-1 <br />A CORNER W/ EXT VB - INT COL. <br />1 1/2" = 1'-0"B-401-1 <br />F IMP ON SLAB - 1" THERMAL BREAK 6" = 1'-0"B-401-1 <br />J CURB DETAIL - CURB TOOLING <br />3/4" = 1'-0"B-401-1 <br />K TYPICAL COLUMN/CURB JUNCTURE <br />6" = 1'-0"B-401-1 <br />E PANEL JOINT SEALANT DAM <br />1 1/2" = 1'-0"B-401-1 <br />H <br />CONCRETE CURB - STEM WALL & <br />IMP 3'-0" X 6" <br />1 1/2" = 1'-0"B-401-1 <br />G <br />IMP/STEM WALL THRU SLAB @ <br />EXTERIOR <br />1 1/2" = 1'-0"B-401-1 <br />B IMP @ OPENING INFILL <br />1 1/2" = 1'-0"B-401-1 <br />M <br />GUARDRAIL MOUNTED TO <br />CONCRETE PARAPET <br />1 1/2" = 1'-0"B-401-1 <br />L GUARDRAIL ON CONCRETE BASE <br />1 1/2" = 1'-0"B-401-1 <br />N TYPICAL IMP SCUPPER NOTCH DETAIL <br />1 1/2" = 1'-0"B-401-1 <br />P DOWNSPOUT GUARD AND TRANSITION <br />1 1/2" = 1'-0"B-401-1 <br />C IMP @ OPENING INFILL & STEEL COL <br />1 1/2" = 1'-0"B-401-1 <br />D E.J. @ DOCK 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