The URL can be used to link to this page

Home My WebLink AboutELOOSE LAID BALLASTED EDPM ROOFING SYSTEM TAPERED RIGID INSULATION- 1/8" PER 1' MIN. 11' -2 1/2" TOP OF JOIST METAL DECK METAL JOISTS —(SEE STRUCTURAL PLAN) SUSPENDED ACOUSTIC CEILING 4, )USTIC CEILING PAINT FINISH JM BOARDS _ FRAMING — TRIM -� STABLE SHELVING 0" TOP BEAM 8" METAL CHANNEL ® 4' o.c. SEE ROOF PLAN SHEET A3 FOR DIRECTION OF SLOPE FOR DRAINAGE I , I 1 1 1 1 1 1 4 1 1 1 1 1 11 1 METAL JOISTS (SEE STRUCTURAL PLAN) STEEL BEAM & COLUMN BEYOND 1/4"x`14" WIDEx10' -4" LONG CLEAR TEMPERED GLASS SHELVING <: 4" CMU ROLLING COUNTER DOOR 2' -4" FACE MOUNTED JAMB TRACK 3/4" FURRING ®24" o. c. (FACE MOUNTED HOOD ABOVE) 5/8" GYPSUM WALLBOARD 3" 1 4 EXPANSION ANCHO SHELF BRACKET & STANDARD KNAPE & VOGT #80/180 CHROME SPACE STANDARDS ® 24" o.c. JG GLASS DOORS &FASTEN INTO FURRING UM. FRAME dmw 3/4" A/C PLYWOOD ELEVATION (PAINTED) F A4) JM BOARD L FRAMING IJ . . 4, 0' -o" FINISH FLOOR 4" GRANULAR FILL /4- CONCRETE SLAB W /6"x6" 10/10 W.W.M. OVER 6 MIL. POLYETHYLENE VAPOR BARRIER 6 TROPHY CASE SECTION A9 3/4 " =1' -0" co LUM. PANEL D SHEATHING "x1 /4" TYP. 8„ =MBERS c TRIM - PANELS #4 VERTICAL BAR (BRACE TOP OF WALL TO STRUCTURE) N PLASTIC LAMINATE COUNTERTOP r88 ROLLING DOOR A9 3 " =1' -0" ............................ ...............::::::::s::::::� .......... - -- - - - - -- -------------- ---------------------- - - - - -- --- -::::: - ------------------------------- - - - - -- ---- :----- :: - - -:: ii . =lei ' c • 3' -6" SUSPENDED ACOUSTIC CEILING 1' -6" 3 5/8" METAL STUDS ® 24" o.c. ALUM. & GLASS ENTRANCE 1/2" EXPANSION JOINT #4 BARS ® 1' -0" o.c. 4" CONC. SLAB W /6"x6" 10/10 W.W.M. OVER 6 MIL. 4" CONC. SLAB W /6"x6" POLYETHYLENE VAPOR BARRIER 10/10 W.W.M. -7 FINISH FLOOR #4 BARS ® 1' -0" o.c. ° 4" GRANULAR FILL 12" CONCRETE MASONRY UNIT FOUNDATION WALL ° 2 "x24" R -10 RIGID INSULATION HORIZONTAL REINFORCING D. OILTOP FOOTING ° -2' -8„ 4 ' O ° 3 WALL SECTION CONCRETE FOOTING WITH (2) #4 RE -BARS CONTINUOUS 2, -0„ A9 3/4 " =1' -0" SUSPENDED ACOUSTIC CEILING 5 SECTION A9 3/4 " =1' -0" 3 5/8" METAL STUDS ® 24 1c. SPENDED ACOUSTIC CEILING 0' -0" n FIN. FL. LOOSE LAID BALLASTED EDPM ROOFING SYSTEM TAPERED RIGID INSULATION 11' -2 1/2" BTM. OF DECK METAL DECK METAL JOISTS (SEE STRUCTURAL PLAN) TAPERED RIGID INSULATION --� METAL DECK OIL 11' -4" TOP BEAM VERTICAL PREFINISHED METAL SIDING METAL FLASHING AT VERTICAL TERMINATION STEEL BEAM (SEE STRUCTURAL PLAN) SUSPENDED ACOUSTIC CEILING — 7 SECTION A9 3/4" =1' -0" 2x C.C.A. TREATED WOOD CURB METAL CAP FLASHING W/ COUNTERFLASHING n 12' -0" VERTICAL RIBBED ALUM. PANEL OVER 1/2- PLYWOOD SHEATHING CONTINUOUS <3 x3 x1 /4 TYP. ® EDGE OF DECK LIGHT GAGE FRAMING 9' -8„ ALUMINUM SOFFIT & TRIM C CHANNEL ® 24" O.C.- ALUMINUM RIBBED PANELS LAP SEAL— STEEL ANGLE TO SUPPORT EDGE OF DECK 1" LOOSE LAID BALLASTED EDPM ROOFING SYSTEM LOOSE LAID /EXISTING BALLASTED EDPM ROOFING SYSTEM DECK TO WALL EXPANSION JOINT BY ROOF CONTRACTOR REMOVE EXISTING ALUM. PANEL AND FRAMING, BLOCK AT WOOD ROOF JOISTS AS REQUIRED SEE ROOF PLAN SHEET A3 FOR DIRECTION OF LOOSE LAID BALLASTED SLOPE FOR DRAINAGE EDPM ROOFING SYSTEM TAPERED RIGID INSULATION EXISTING LOOSE LAID METAL DECK BALLASTED EDPM - - - - - - - - ROOFING SYSTEM 11' -4" TOP BEAM DECK TO WALL EXPANSION JOINT BY ROOF CONTRACTOR 1" REMOVE EXISTING ALUM. STEEL BEAM PANEL AND FRAMING, SEE STRUCTURAL PLAN BLOCK AT WOOD ROOF (SEE JOISTS AS REQUIRED 1 1 EXISTING 1 -STORY BUILDING " k� PRE - ENGINEERED RIGID AEI' 8" CMU W/ KORFILL OR sc. II FRAME STEEL BUILDING BEYOND ISOLATION JOINT 1/2 „ EXP. (SEE PRE - ENGINEERED BLDG. DRAWINGS) METAL GIRTS will DA II (SEE PRE - ENGINEERED BLDG. DRAWINGS) METAL FLASHING (2) LAYERS TYPE II SOLID 8" BLOCK DR 'X' GYP. BD. METAL FLASHING SEALANT 12'-0" - TOP OF MASONRY Tj a LT - - Z4” COMPACTED °d LT ROLLED EDGE & 11' -0" SEALANT 3/4" PLYWOOD BTM. CHANNEL 000 a � < (SEE PLAN FOR LOCATION) 3 5/8" METAL STUDS ® 24" o.c. o < - STEEL CHANNEL _ EXISTING FOUNDATION BRICK ROWLOCK END BEARING (SEE FOUNDATION PLAN) 8" CONC. BLOCK ONI ASONRY SILL FLASHING BE ND < SECTION 1 a. <� .- 11 11 " 0 FIN. FL. A9 3/4 =1' -0" °d I 00 H 0 PRECAST MASONRY LINTEL lor FACE BRICK 'TIERRA' FACE BRICK 'TIERRA' DOOR & FRAME EXISTING FF/LOOSE LAID BALLASTED EDPM ROOFING SYSTEM TAPERED RIGID INSULATION BATT INSULATION —L, 8" PER 1' MIN. METAL DECK 11' -0" TOP OF MASONRY METAL JOISTS (SEE STRUCTURAL) BOND BEAM W/ (2) #4 BARS SUSPENDED ACOUSTIC CEILING PAINT FINISH FOUNDATION 6" ALUMINUM GUTTER ALUMINUM TRIM 12' -0" VERTICAL RIBBED ALUM. PANEL OVER 1/2" PLYWOOD SHEATHING 11' -0" TOP OF BEAM LIGHT GAGE FRAMING ALUMINUM SOFFIT & TRIM C CHANNEL ® 24" O.C.- 4 "0 DOWNSPOUT CONNECTED TO STORM SEWER ALUMINUM RIBBED PANELS 12 CONCRETE MASONRY UNIT FOUNDATION WALL- HORIZONTAL ° REINFORCING 2"x24" RIGID INSULATION nTOP FOOTING ° -2' -8" 4 • • O 0.. d • CONCRETE FOOTING WITH (2) #4 RE -BARS CONTINUOUS 2'- 0 „ 2 WALL SECTION A9 3/4” =1' -0" SUSPENDED ACOUSTIC CEILING STEEL COLUMN (SEE STRUCTURAL PLAN) lF GYPSUM BOARD WRAP 4 1 HOUR RATING U.L. 1: DESIGN NO. X531 (� �T 4" CONC. SLAB W /6 "x6" r l 10/10 W.W.M. OVER 6 MIL. POLYETHYLENE VAPOR BARRIER VERTICAL TERMINATION AT DECK TO WALL EXISTING BRICK WITH METAL EXPANSION JOINT COUNTERFLASHING BY ROOF CONTRAC- ON T. 3"x3"x1 /4" - - - - - - - - TYPICAL ® EDGE OF DECK TOP OF BEAM 1" METAL JOISTS 1� (SEE STRUCTURAL PLAN) EXISTING 2 -STORY BUILDING {I k� jib AEI' 8" CMU W/ KORFILL OR sc. ISOLATION JOINT 1/2 „ EXP. o FOAMED IN PLACE INSULATION will DA 2' -p" 4" BACKSPLASH METAL FLASHING DR METAL FLASHING SEALANT PLASTIC LAMINATE COUNTER W/ J01 Tj a LT - - Z4” COMPACTED �J_ LT ROLLED EDGE & 4" SKIRTBOARD SEALANT BRICK ROWLOCK 000 a � < (SEE PLAN FOR LOCATION) o < CONCRETE PIER & FOOTING TO UNDISTURBED SOIL _ EXISTING FOUNDATION BRICK ROWLOCK SILL FLASHING a (SEE FOUNDATION PLAN) SILL FLASHING < < SECTION 2x4 ® 48" o.c. a. <� .- HORIZONTAL REINFORCING a " HORIZONTAL REINFORCING A9 3/4 =1' -0" 00 H 0 lor FACE BRICK 'TIERRA' FACE BRICK 'TIERRA' n FLASHING FLASHING 4" CONCRETE SLAB W /6"x6" 10/10 W.W.M. WEEP HOLES ®48" o.c.- WEEP HOLES ® 48" o.c. OVER 6 MIL. POLYETHYLENE VAPOR BARRIER SEAL OPENING FINISH FLOOR OL FINISH FLOOR OIL D' -D" 0' -0" 12" CONCRETE BLOCK T_/7 6 "0 PVC, CONNECT „ 4" GRANULAR FILL TO STORM SEWER 12 CONCRETE MASONRY UNIT FOUNDATION WALL- HORIZONTAL ° REINFORCING 2"x24" RIGID INSULATION nTOP FOOTING ° -2' -8" 4 • • O 0.. d • CONCRETE FOOTING WITH (2) #4 RE -BARS CONTINUOUS 2'- 0 „ 2 WALL SECTION A9 3/4” =1' -0" SUSPENDED ACOUSTIC CEILING STEEL COLUMN (SEE STRUCTURAL PLAN) lF GYPSUM BOARD WRAP 4 1 HOUR RATING U.L. 1: DESIGN NO. X531 (� �T 4" CONC. SLAB W /6 "x6" r l 10/10 W.W.M. OVER 6 MIL. POLYETHYLENE VAPOR BARRIER VERTICAL TERMINATION AT DECK TO WALL EXISTING BRICK WITH METAL EXPANSION JOINT COUNTERFLASHING BY ROOF CONTRAC- ON T. 3"x3"x1 /4" - - - - - - - - TYPICAL ® EDGE OF DECK TOP OF BEAM 1" METAL JOISTS 1� (SEE STRUCTURAL PLAN) EXISTING 2 -STORY BUILDING {I k� jib AEI' sc. ISOLATION JOINT 1/2 „ EXP. JOINT DA DR J01 Tj a LT - - Z4” COMPACTED �J_ LT 87 a � < GRANULAR FILL �. < CONCRETE PIER & FOOTING TO UNDISTURBED SOIL _ EXISTING FOUNDATION a (SEE FOUNDATION PLAN) < < SECTION a a a. <� .- a " A9 3/4 =1' -0" 00 H LOOSE LAID BALLASTED EDPM ROOFING SYSTEM TAPERED RIGID INSULATION 1/8" PER 1' MIN. METAL DECK 111 A-9 R -11 FIBERGLASS zz BATTS W/ KRAFT FACE STEEL BEAM ON STEEL COLUMNS (SEE STRUCTURAL PLAN) SUSPENDED ACOUSTIC CEILING R -11 FIBERGLASS BATT INSULATION 3 -5/8" METAL STUD INFILL BETWEEN STEEL COLUMNS GYPSUM BOARD 4" SOLID BLOCK U 2x C.C.A. TREATED w WOOD CURB U) J METAL CAP FLASHING W/ _1 COUNTERFLASHING Q 12' -0" W 0 CON INUOUS 3 3 x / ® EDGE OF DECK F 11' -0" W TOP OF BEAM W VERTICAL RIBBED ALUM. PANEL OVER 1/2- PLYWOOD SHEATHING 9'- 8„ lie '--C CHANNEL ® 24" O.C. ALUMINUM RIBBED PANELS SEALANT INSULATED FIXED ALUMINUM WINDOW METAL FLASHING SEALANT BRICK ROWLOCK SILL FLASHING 9' -0„ 8" CMU W/ KORFILL OR FOAMED IN PLACE INSULATION o FLASHING 4" CONCRETE SLAB W /6"x6" 10/10 W.W.M. o WEEP HOLES ® 48" o. c. OVER 6 MIL. POLYETHYLENE VAPOR BARRIER o 12" CONCRETE BLOCK 12" CONCRETE MASONRY 4" GRANULAR FILL' UNIT FOUNDATION WALL D. 2 "x24" RIGID ° HORIZONTAL INSULATION REINFORCING I� COLUMN PIER BEYOND TOP FOOTING 4 a „ O 'd HALLWAY SECTION A9 3/4 " -1' -O" \--CONCRETE FOOTING WITH - (2) #4 RE -BARS CONTINU(