32 A12.1 3" 8 1/2" 3" 1' - 9" 3" 3" 1' - 9" SYNTHETIC STONE COUNTER OVER 3/4" SUBSTRATE SYNTHETIC STONE COUNTER AND BACKSPLASH SYNTHETIC STONE TRANSACTION COUNTER BEYOND (QTZ-1) SYNTHETIC STONE COUNTER OVER 3/4" SUBSTRATE (QTZ-3) 2' - 10" 2' - 0" 4" 4" SYNTHETIC STONE COUNTER AND BACKSPLASH RETURN COUNTER MATERIAL TO WALL. TYP 8 1/2" SYNTHETIC STONE TRANSACTION EDGE SIM 21 A12.1 2X WOOD BLOCKING 2' - 11 1/2" 33 A12.1 4" 1 1/2" SYNTHETIC STONE TRANSACTION EDGE OH 4" 1 1/2" 4" 8 1/2" 1 1/2" 1 1/2" 2 1/2" 1 1/2" 35 A12.1 4" 2' - 11 1/2" 1' - 2 1/2" SYNTHETIC STONE TRANSACTION LEDGE RE: SCHED 3/4" SUBSTRATE 43 A12.1 10" SYNTHETIC STONE TRANSACTION COUNTER BEYOND 2' - 10" 2' - 0" 10" 1 1/2" 1 1/2" 3" CONT. BEAD SEALANT PLYWOOD BACKING PANELS TOP/BOTTOM OF SUPPORT BRACKETS ADHERED FILM VENEER (AF-01) 18"x18" ALUM COUNTER BRACKET @ 36" MAX OC. TYP. FRAMING AND GYP BOARD PER WALL TYPE/SCHED 3/8" BY 4" QTZ BASE MATCH QTZ-1 PLAM VENEER OVER APPROVED SUBSTRATE (HPL-1) PLAM CABINET FACE BEYOND 18"x18" ALUM COUNTER BRACKET @ 36" MAX OC. TYP. 1" DEEP SIDE TOE KICK BEYOND TYP. @ CABINET ENDS 5/8" GYP BOARD 1" DEEP SIDE TOE KICK BEYOND. TYP @ CABINET ENDS 5/8" GYP BOARD BASE PER SCHED BASE PER SCHED BASE PER SCHED 4" FRAMING AND GYP BOARD PER WALL TYPE/SCHED 2' - 10" PLAM CABINET FACE BEYOND 2' - 6" FACE OF COUNTER RETURN TO FLOOR BEYOND. EA SIDE. TYP. PLAM VENEER OVER APPROVED SUBSTRATE (HPL-1) 2' - 3" CLR. MIN. 2' - 10" 3' - 2" 2X 3 5/8" MTL STUDS @ 16" O.C. 2' - 6" PLYWOOD BACKING PANELS TOP/BOTTOM OF SUPPORT BRACKETS 5/8" HIGH ABUSE GYP BOARD CONSULTANTS RECEPTION TRANSACTION LEDGE A12.1 RECEPTION DESK WORK SURFACE 22 A12.1 SCALE: 1 1/2" = 1'-0" CONCESSION WORK COUNTER 23 A12.1 SCALE: 1 1/2" = 1'-0" RECEPTION WORK SURFACE 24 A12.1 SCALE: 1 1/2" = 1'-0" 25 A12.1 SCALE: 1 1/2" = 1'-0" CONCESSION WORK SURFACE Structural: TOTH AND ASSOCIATES, INC 830 East Primrose Suite 200 Springfield, MO 65807 SCALE: 1 1/2" = 1'-0" 1' - 2 1/2" 1X HANGER RAILS. 3 MIN SYNTHETIC STONE TRANSACTION LEDGE RE: SCHED 3/4" SUBSTRATE PLAM TOP PANEL 1 1/2" 8 1/2" 1 1/2" 1 1/2" Mechanical, Electrical, Plumbing: KUCIREK ENGINEERING, INC 7587 Main Street Omaha, NE 68127 2 1/2"4" (5) 3/4" PLAM ADJUSTABLE SHELVES 1 1/2" 1 1/2" 21 Civil: KOEHLER ENGINEERING AND LAND SURVEYING INC. 194 Coker Lane Cape Girardeau, MO 63701 3" 4" RECEPTION BASE CABINET SCALE: 1 1/2" = 1'-0" 1 1/2" 3/8" BY 4" QTZ BASE MATCH QTZ-1 5/8" GYP BOARD BASE PER SCHED 5 1/2" 1' - 6 1/2" RECEPTION BASE CABINET 35 A12.1 SCALE: 1 1/2" = 1'-0" PUBLIC FACE CONCESSION TRANSACTION LEDGE SCALE: 1 1/2" = 1'-0" ALUM. COUNTER BRACKET @ 3' O.C. MAX. PENCIL DRAWER 1' - 11" 1 1/2" SYNTHETIC STONE COUNTER OVER SUBSTRATE 11" LIMIT OF LIABILITY CABINET FRAME PLAM VENEER OVER APPROVED SUBSTRATE PLAM BACK PANELS FILE DRAWER PLAM SIDE AND END PANELS MTL WALL FRAMING AND GYP BOARD PER WALL TYPE/SCHED CABINET BASE W/ TOE KICK BASE PER SCHEDULE BASE PER SCHEDULE 3" 3/4" PLAM SHELF PLAM SIDE AND END PANELS CABINET BASE W/ TOE KICK 5/8" GYP BOARD BASE PER SCHED 3" CABINET BASE W/ TOE KICK THE DESIGNS INCLUDED HEREIN ARE BASED ON EXTENSIVE RESEARCH OF THE CAUSES AND EFFECTS OF WINDSTORM DAMAGE TO BUILDINGS. SHELTERS DESIGNED AND BUILT TO THESE STANDARDS SHOULD PROVIDE A HIGH DEGREE OF OCCUPANT PROTECTION DURING TORNADOES. ANY SUBSTITUTION OF EITHER MATERIALS OR DESIGN CONCEPTS MAY DECREASE THE LEVEL OF OCCUPANT PROTECTION AND/OR INCREASE THE POSSIBILITY OF PERSONAL INJURY DURING A SEVERE WIND EVENT. BECAUSE IT IS NOT POSSIBLE TO PREDICT OR TEST ALL CONDITIONS THAT MAY OCCUR DURING SEVERE WINDSTORMS, OR CONTROL THE QUALITY OF CONSTRUCTION, AMONG OTHER THINGS, THE DESIGNER DOES NOT WARRANT THE DESIGN. 1' - 6 1/2" 2' - 7" UNDER LAVATORY GUARD, TYP. @ EACH 5/8" MOISTURE RESISTANT GYP BDPAINT 3/4" PLAM DRAWER FRONTS SYNTHETIC STONE COUNTER OVER 3/4" PLYWOOD SUBSTRATE PLAM DRAWER FACE AND DOOR 5 5/8" 1/2" 3/4" SYNTHETIC STONE BACKSPLASH AND ENDSPLASHES CABINET FRAME PLAM @ EXPOSED FRONT, TYP. SINK BEYOND, RE: PLUMBING 3" MORTAR GLASS WALL TILE PLAM SIDE AND END PANELS CABINET BASE W/ TOE KICK WORK FACE 2' - 0" 1 1/2" 3" QTZ COUNTER APRON 2x BLOCKING WALL FRAMING PER WALL TYPES CONCRETE BACKER BOARD PLAM VENEER OVER APPROVED SUBSTRATE MIRROR, RE: ELEVATIONS QTZ COUNTER, BACKSPLASH, AND END SPLASH 3/4" COUNTER SUBSTRATE CONT SEALANT BEAD. TYP WOOD BLOCKING @ BRACKET SUPPORTS 34 A12.1 4" 1/2" PLAM BACK PANEL SCALE: 1 1/2" = 1'-0" 5 5/8" 1/2" 2' - 1" 2X 3 5/8" MTL STUDS @ 16" O.C. BASE PER SCHED 1' - 6 1/2" PLYWOOD BACKING PANELS AS REQ'D 5/8" HIGH ABUSE GYP BOARD CABINET FRAME PLAM @ EXPOSED FRONT, TYP. 3" CONCESSION/MTG BASE CABINET 33 A12.1 PENCIL DRAWER 3" BASE PER SCHED CONT. BEAD SEALANT THE DESIGNER NEITHER MANUFACTURERS NOR SELLS SHELTERS BUILT FROM THE DESIGN. THE DESIGNERS HAVE NOT MADE AND DO NOT MAKE ANY REPRESENTATION, WARRANTY, OR COVENANT, EXPRESSED OR IMPLIED, WITH RESPECT TO THE DESIGN, CONDITION, QUALITY, DURABILITY, OPERATION, FITNESS FOR USE, OR SUITABILITY OF THE SHELTER OR ANY OTHER PERSON OR ENTITY ARISING OUT OF OR IN CONNECTION WITH THE USE, CONDITION, AND/OR PERFORMANCE OF SHELTERS BUILT FROM THIS DESIGN OR FROM THE MAINTENANCE THEREOF. JACKSON SAFE ROOM AND COMMUNITY CENTER FEMA-DR-1980-MO PROJECT # 0067 381 E DEERWOOD DRIVE JACKSON, MO 63755 NOT FOR CONSTRUCTION BID SET CABINET BASE W/ TOE KICK SYNTHETIC STONE COUNTER OVER 3/4" PLYWOOD SUBSTRATE CASEWORK DETAILS CABINET BASE W/ TOE KICK RETURN COUNTER MATERIAL TO WALL. TYP FILE DRAWER 4" 7' - 8" 32 3/4" ADJUSTABLE SHELF PLAM SIDE AND END PANELS BASE PER SCHEDULE A12.1 GYP BOARD AND WALL FRAMING PER WALL TYPE PLAM BACK PANEL PLAM SIDE AND END PANELS 2X WOOD BLOCKING 10" FACE OF COUNTER RETURN TO FLOOR BEYOND. EA SIDE. TYP. PENCIL DRAWER 1' - 10 1/2" 3/4" ADJUSTABLE SHELF ADJUSTABLE SHELF BRACKET 2' - 6" 1' - 6 1/2" PLAM BACK PANEL PLAM DRAWER FRONTS 2' - 10" 1X HANG RAILS TOP AND BOTTOM TYP. PLAM DRAWER SIDES, BACK, AND BOTTOM. TYP GYP BOARD AND WALL FRAMING PER WALL TYPE 3/4" PLAM CABINET DOOR SYNTHETIC STONE COUNTER OVER SUBSTRATE 3/4" PLAM DRAWER FACE AND DOOR 1X HANG RAILS TOP AND BOTTOM TYP. WALL FRAMING AND GYP BD PER WALL TYPE/ SCHED 2' - 0" 4" PLAM DRAWER FACE AND DOOR 5 1/2" 1/2" 1 1/2" PLAM DRAWER SIDES, BACK, AND BOTTOM. TYP 3/4" SYNTHETIC STONE ENDSPLASH AND BACKSPLASH SYNTHETIC STONE COUNTER OVER SUBSTRATE 2' - 0" 5 1/2" 1/2" CONT SEALANT BEAD. TYP 3' - 2" 2' - 0" CONT SEALANT BEAD. TYP SYNTHETIC STONE ENDSPLASH AND BACKSPLASH iDS Project Number: Issue Date: 12-108 8/04/2014 BASE PER SCHED 41 A12.1 FULL HEIGHT CABINET SCALE: 1 1/2" = 1'-0" 42 A12.1 TOILET ROOM COUNTER SCALE: 1 1/2" = 1'-0" 43 A12.1 RECEPTION BASE CABINET SCALE: 1 1/2" = 1'-0" 44 A12.1 RECEPTION BASE CABINET SCALE: 1 1/2" = 1'-0" A12.1 WALL FRAMING AND GYP BD PER WALL TYPE & SCHEDULE PLYWOOD BLOCKING TOP AND BOTTOM PLAM BACK PANEL 11 1/2" 3/4" SIDE/DIVIDER PANELS 1 1/2" 8'-0" 8'-0" HANGER RAILS TYP TOP AND BOTTOM PLAM BACK 2' - 0" 1' - 9" CONSULTANTS ADJUSTABLE SHELF BRACKETS Civil: KOEHLER ENGINEERING AND LAND SURVEYING INC. 194 Coker Lane Cape Girardeau, MO 63701 1 1/2" 3' - 0" (2) 3/4" PLAM ADJUSTABLE SHELVES PLAM SIDE AND BOTTOM PANEL 6" 1' - 0" 2" Structural: TOTH AND ASSOCIATES, INC 830 East Primrose Suite 200 Springfield, MO 65807 Mechanical, Electrical, Plumbing: KUCIREK ENGINEERING, INC 7587 Main Street Omaha, NE 68127 WALL FRAMING AND GYP BD PER WALL TYPE/SCHED COAT ROD ESCHTCHEON PLATE BEYOND PLYWOOD BLOCKING PANELS 1" COAT ROD SCALE: 1 1/2" = 1'-0" STAINLESS STL COUNTER W/ INTEGRAL BACKSPLASK 1 1/2" PLAM COUNTER AND BACKSPLASH OVER PLYWOOD SUBSTRATE HANGER RAIL. TYP TOP/BOTTOM 5 1/2" 1 1/4" WALL FRAMING AND GYP TOP PER WALL TYPE/SCHED WALL FRAMING AND GYP BD PER SCHED/ WALL TYPES CABINET FRAME PLAM @ EXPOSED FRONT 5 1/2" 1/2" SST FRAME 4" CONT. SEALANT BEAD. TYP 4" CONT. SEALANT BEAD. TYP. SCALE: 1 1/2" = 1'-0" 1" 1 1/4" 2' - 0" UPPER CABINET PLAM DRAWER/ BOTTOM/ BACK-TYP ADJ. SHELF BRACKET SST DOOR/ DOOR FACE PLAM BACK PANEL CABINET BASE W/ TOE KICK 3" 3" SST BASE W/ TOE KICKS 34 A12.2 BASE CABINET SST SCALE: 1 1/2" = 1'-0" 35 A12.2 BASE CABINET SCALE: 1 1/2" = 1'-0" LIMIT OF LIABILITY THE DESIGNS INCLUDED HEREIN ARE BASED ON EXTENSIVE RESEARCH OF THE CAUSES AND EFFECTS OF WINDSTORM DAMAGE TO BUILDINGS. SHELTERS DESIGNED AND BUILT TO THESE STANDARDS SHOULD PROVIDE A HIGH DEGREE OF OCCUPANT PROTECTION DURING TORNADOES. ANY SUBSTITUTION OF EITHER MATERIALS OR DESIGN CONCEPTS MAY DECREASE THE LEVEL OF OCCUPANT PROTECTION AND/OR INCREASE THE POSSIBILITY OF PERSONAL INJURY DURING A SEVERE WIND EVENT. BECAUSE IT IS NOT POSSIBLE TO PREDICT OR TEST ALL CONDITIONS THAT MAY OCCUR DURING SEVERE WINDSTORMS, OR CONTROL THE QUALITY OF CONSTRUCTION, AMONG OTHER THINGS, THE DESIGNER DOES NOT WARRANT THE DESIGN. THE DESIGNER NEITHER MANUFACTURERS NOR SELLS SHELTERS BUILT FROM THE DESIGN. THE DESIGNERS HAVE NOT MADE AND DO NOT MAKE ANY REPRESENTATION, WARRANTY, OR COVENANT, EXPRESSED OR IMPLIED, WITH RESPECT TO THE DESIGN, CONDITION, QUALITY, DURABILITY, OPERATION, FITNESS FOR USE, OR SUITABILITY OF THE SHELTER OR ANY OTHER PERSON OR ENTITY ARISING OUT OF OR IN CONNECTION WITH THE USE, CONDITION, AND/OR PERFORMANCE OF SHELTERS BUILT FROM THIS DESIGN OR FROM THE MAINTENANCE THEREOF. BASE PER SCHEDULE CASEWORK DETAILS PLAM SIDE AND BOTTOM PANELS ADJUSTABLE SHELF HOLES EXTEND RESINOUS FLOORING AND BASE BEHIND/ UNDER CABINETS 1' - 10 1/2" SST ADJUSTABLE SHELF 2' - 10" 1' - 8 1/2" 3/4" PLAM ADJ SHELF JACKSON SAFE ROOM AND COMMUNITY CENTER FEMA-DR-1980-MO PROJECT # 0067 381 E DEERWOOD DRIVE JACKSON, MO 63755 BID SET 25 A12.2 4" UPPER CABINET 24 A12.2 PLAM FRAME PLAM BOTTOM AND FRAME iDS Project Number: Issue Date: 12-108 8/04/2014 A12.2
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