STEVE ENNIS ARCHITECT 1108 EAST JACKSON STREET MEDFORD, OREGON 97504
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3 ATTACH TO STRUC- TURE ABOVE 1/8"Ø BOLT W/ LOCKING NUT #12 WIRE TIE IN PLANE EACH TEE ANGLED 45 FROM HORIZ ATTACH 2" FROM INTERSECTION COMPRESSION POST LOCATE WITHIN 2" OF TEE INTERSECTION SIZE STRUTS FOR UNBRACED LENGTH STEVE ENNIS CEILING TEE NOTCH STRUT 4 COMPRESSION STRUT 4 A-3 4 WAY 45 DIAGONAL BRACE AT 12'-0" X 12'-0" OC MAIN RUNNER CROSS "T" 3 CEILING SUPPORT Scale: 1/4" = 1'-0"
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8 1 WINDOW CMU 2 WINDOW JAMB W/ CMU 3 WINDOW CMU 6 WINDOW HORIZONTAL MULLION W/ VENT 7 WINDOW VERTICAL MULLION W/ DOUBLE VENT 4 WINDOW SILL W/ CMU 5 WINDOW CMU 8 WINDOW TYPICAL MULLION (VERTICAL & HORIZONTAL)
9 PANEL CLIP ROOF PANEL APPLY 3/8" BEAD OF NON-SKINNING BUTYL SEALANT ON BOTH SIDES AND TOP OF MALE PANEL RIB BEFORE ENGAGING FEMALE RIB OF NEXT PANEL HWH FASTENER WITH NEOPRENE PANEL RIBS AND POP RIVET 12" MAX. RIDGE CAP PREFORATED STEEL JOGGLE CLEAT TRIM CLEAT 4" 1/8" POP RIVETS 3/16" X 7/8" BUTYL TAPE PANCAKE HEAD 12" O.C. 3/16" X 7/8" BUTYL TAPE EAVE TRIM 1'-0" 2 3/4" ROOF PANEL 6" RECEIVER TRIM PANCAKE HEAD 12" OC GUTTER 2" X 12" FASCIA CONT SOFFIT VENT 5/8" EXT. GWB WITH PORTLAND CEMENT PLASTER Z CLOSURE NON-SKINNING BUTYL SEALANT 1/8"Ø 12" OC 3/16" X 7/8" BUTYL TAPE CONT TRIM CLEAT 2" x 12" RAKE 5/8" EXT. GWB WITH PORTLAND CEMENT PLASTER STEVE ENNIS 1 TYPICAL EAVE 2 RIDGE VENT 3 TYPICAL RAKE TYPICAL EXTERIOR WALL CONSTRUCTION PROVIDE BRACKET (1) 3" BELOW DS VERTICAL TOP, (1) 6" ABOVE GRADE HUB AND (1) ADDITIONAL BETWEEN (2) 1 2"x4" CONCRETE SCREWS 4"x4"x 1 4" STEEL PLATE MASONRY ANCHOR 2"x 1 4" STEEL PLATE CMU WALL CMU WALL 3"DIAMETER STEEL DOWNSPOUT, TYPICAL 3 16" WELD - TYP OF 4 CMU BELOW (PLAN VIEW) (ELEVATION VIEW) 2 1/2" RETURN TRIM TUB LINER 4 TYPICAL DOWNSPOUT BRACKET 5 FIRE EXTINGUISHER CABINET 6 DOWNSPOUT BRACKET AT WALKWAY
10 CLASSROOM 26B A1 Scale: 1/4" = 1'-0" CLASSROOMS 26A & 28A SIM CLASSROOM 27B B1 Scale: 1/4" = 1'-0" CLASSROOMS 27A & 29A SIM STEVE ENNIS
11 CLASSROOM 28B A1 Scale: 1/4" = 1'-0" SMALL GROUP 29B B1 Scale: 1/4" = 1'-0" SMALL GROUP 30A & 31A SIM STEVE ENNIS
12 7'-2" AFF, UON 7'-2" AFF, UON NUMBER OF SHELVES AS SHOWN ON INTR. ELEVATIONS. DOOR NUMBER OF SHELVES AS SHOWN ON INTR. ELEVATIONS. 11 A-12 DOOR LIGHT ELECTRICAL: LOCATE POWER BOX FOR LIGHT CENTERED ON VALANCE; RUN CONDUIT TO LIGHT IN VALANCE SPACE WALL CABINET 1 2 WALL CAB W/LIGHT DRAWER DRAWER DRAWER STEVE ENNIS 3 FLOOR TRANSITION 8 CLASS ROOM CUBBIES (HAND AS SHOWN ON INTERIOR ELEVATIONS) CABINET BASE CABINET DRAWER SINK: SEE MECH DWGS 3/4" PLYWOOD TOP W/ PLASTIC LAMINATE FINISH 15 A-12 2" X 2" X 3/16" STEEL ANGLE 2 X 4 FRAME W/ 1/4" PLYWOOD EA SIDE ELECTRICAL OUTLET ADJUSTABLE SHELF 6" X 3" CABLE HOLE W/PVC EDGE TRIM DOOR BASE CABINET 4 5 SINK BASE DASHED LINE SHOWS CURRENT ADA SETBACK REQUIREMENTS FIXED SHELF FIXED SHELF COMPUTER COUNTER, TYP A-12 PLASTIC LAM SELF EDGE CLOSET ROD PLASTIC LAMINATE TYP. 2" X 2" X 3/16" STEEL ANGLE 1 3/4" Ø GROMMET VERIFY LOCATION 6" X 2" X 1/4" STEEL PLATE - WELD TO END OF ANGLE 1/4" PLYWOOD 1/4" X 3"LAG SCREW ADJUSTABLE SHELF ADJUSTABLE SHELF ADJUSTABLE SHELF BASE CABINET 6 7 DOOR BASE CABINET 9 CLASS ROOM CBNT. 10 CLASS ROOM CBNT. (NO SHELVES AT SIM) COUNTER COMPUTER CNTR X 4 15 WALL 2 X 4 CONT LEDGER W/ 1/4" X 3" LAG SCREWS & WASHERS AT EACH STUD (EXP ANCHORS IN FILLED CELLS AT CMU WALL) COUNTER COMPUTER CNTR.
13 5/8" GB SPOT GROUT STL FRAME 2x4 WOOD STUDS 5/8" GB STL FRAME PLUS 1" 2x4 WOOD STUDS JAMB ANCHOR PLUS 1" ADJACENT WALL (TYPICAL UON) 1 STL DOOR HEAD 2 5/8" TYPE 'X' GB 2x4 WOOD STUDS STL FRAME STL DOOR JAMB GLAZING STOP 2x4 WOOD STUDS JAMB ANCHOR GLAZING - SEE SCHEDULE STEVE ENNIS 3 RELITE HEAD 4 RELITE JAMB STL FRAME GLAZING STL FRAME AT OPENING WIDTHS OVER 5'-0" ADD BLKG AT 5'-0" OC MAX 2x4 WOOD STUDS DOOR RELITE SILL 5 6 DOOR TRANSOM 5/8" GB 1 1/2" RIGID INSULATION P.T. 2x4 8" CMU - GROUTED COMBINATION JAMB ANCHOR: WSW TYPE W/ TAB AT SHEET ROCK SIDE & OFFSET WALL ANCHOR AT CMU 5/8" GB 1 1/2" RIGID INSULATION SEALANT P.T. 2x4 DOOR TRANSOM HEAD AT EXTERIOR CMU 7 SEALANT DOOR EXTERIOR CMU 8 8" CMU - GROUTED
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