HIGHLANDVIEW CEMETERY CHAPEL
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1 HIGHLANDVIEW CEMETERY CHAPEL CONTACT: Ferris State University Small Town Studio Christopher Cosper, AIA, LEED, AP, Assistant Professor Sheet List Sheet Name Sheet # COVER A00 SITE PLAN C0 PATIO PLAN C02 PATIO DETAIL C03 DEMOLITION FLOOR PLAN A0 PROPOSED FLOOR PLAN A02 DEMOLITION EAST ELEVATION A20 DEMOLITION SOUTH ELEVATION A202 PROPOSED EAST ELEVATION A203 PROPOSED SOUTH ELEVATION A204 SECTION A30 WALL-FLOOR DETAIL A40 ROOF-WALL DETAIL A402 DETAILS A403 TRUSS DETAIL A404 TRUSS PLATE DETAILS A405 TRUSS PLATE DETAILS A406 ROOF LAYOUT PEEL-BACK A50 MECHANICAL AND ELECTRICAL PLAN ME0 ELECTRICAL DETAILS ME20 T. Anthony COVER A00
2 C. Nichols SITE PLAN C0
3 8' - 0" 0' - 8" 2' - /2" 2' - /4" 0' - 9 /2" 20' - 0" CIRCULAR EXTERIOR WINDOWS 5' - 0" 4' - 0" 0' - 8" 3' - 8" SLOPE SLOPE SLOPE AWAY FROM BUILDING NO LESS THAN :50 NO GREATER THAN :20 SLOPE SLOPE DECORATIVE CONCRETE FIELDS CONCRETE MASONRY EDGES MEET EXISTING ELEVATION Patio Plan /4" = '-0" C. Nichols PATIO PLAN C02
4 GENERAL NOTES:. THICKNESS OF AGGREGATE BASE WILL VARY WITH SUBGRADE CONDITIONS AND CLIMATE. COLDER CLIMATES MAY REQUIRE THICKER BASES; THEREFORE, A THICKER BASE IS REQUIRED. PARTIAL DEPTH PRECAST CONCRETE (EXPOSED) EDGE RESTRAINT CONCRETE MASONRY PAVER 3" THICKNESS " BEDDING SAND MORTARED BRICK MASONRY EXISTING CONCRETE SLAB GEOTEXTILE 2" WIDE, TURN UP AT SIDES 0' - 5 7/6" 0' - 4 3/32" 0' - 8 3/32" SAND AGGREGATE GEOTEXTILE AS REQUIRED, TURN UP AT SIDES OF BASE 0' - 3" 0' - 7/8" 0' - 7 /6" COMPACTED SOIL SUBGRADE EXISTING FOOTING C. Nichols Patio Detail /2" = '-0" NOTE:. THICKNESS OF AGGREGATE BASE WILL VARY WITH SUBGRADE CONDITIONS AND CLIMATE. COLDER CLIMATES MAY REQUIRE THICKER BASES; THEREFORE, A THICKER BASE IS REQUIRED. PATIO DETAIL C03
5 28' - 6" 30' - 2" 20' - 4" 8' - 8" 0' - 0" 3' - " 4' - 8" CURRENT STORAGE TOMBS DEMOLISH EXISTING WALLS DOWN TO EXISTING SLAB DEMOLISH EXISTING WALLS DOWN TO LEVEL INDICATED- SEE -A204 REMOVE AND RETAIN STEEL DOOR FOR NEW CONSTRUCTION Demolition Floor Plan /4" = '-0" C. Bazan DEMOLITION FLOOR PLAN A0
6 28' - 6" 30' - 2" 20' - 4" 8' - 8" 0' - 0" 3' - " 4' - 8" CONTROL 8'x8', TO FOLLOW TRUSSES O.C. COLUMBARIA PLACEMENT INTERIOR 80-DEGREE SWINGING DOOR FOR INSULATION FUTURE COLUMBARIA PLACEMENT REMOVE AND RETAIN STEEL DOOR FOR NEW CONSTRUCTION Proposed Floor Plan /4" = '-0" C. Bazan PROPOSED FLOOR PLAN A02
7 REMOVE AND RETAIN EXISTING SIGNAGE FOR REUSE 4' - 2 5/32" DEMOLISH EXISTING CONSTRUCTION TO FOUNDATION REMOVE AND RETAIN METAL DOOR FOR REUSE REMOVE METAL VENTS AND DELIVER TO OWNER 20' - 4 /4" D. Sagash Demoltion East Elevation /2" = '-0" DEMOLITION EAST ELEVATION A20
8 GENERAL NOTES:. NORTH ELEVATION SIMILAR TO THIS ELEVATION 3' - " DEMO ROOF DEMO WALL AND PARAPET 7' - 0 9/32" 4' - 2 5/32" DEMO CONCRETE CEILING DEMO WALL AND PARAPET DEMO WALL RETAIN BRICK WALL AND FOUNDATION BELOW THIS LINE Demolition South Elevation /4" = '-0" D. Sagash DEMOLITION SOUTH ELEVATION A202
9 REINSTALL EXISTING SIGNAGE 4" CONCRETE PARAPET CAP GLASS BLOCK SEE 3-A50 REINSTALL EXISTING DOOR R 0' - 9 /4" R ' - 7" 8' - 7 /8" 3' - 2" 8' - 7 /8" 4' - 3 /4" 5' - 0 7/8" 0' - 2 /8" TWO ROWLOCK COURSES SOLDIER COURSE D. Sagash 0' - 5" 7' - 3" ' - /4" 4' - 7 3/32" Proposed East Elevation /2" = '-0" PROPOSED EAST ELEVATION A203
10 2' - 0 /4" 4' - 8 3/32" 0' - " 3' - " 30' - 0" ANDERSON AW-00 SERIES WINDOW 7' - 7 3/32" 4' /32" GENERAL NOTES:. NORTH ELEVATION SIMILAR TO THIS ELEVATION 0' - 8 /2" 3' - 6" 0' - 6" Proposed South Elevation /4" = '-0" D. Sagash PROPOSED SOUTH ELEVATION A204
11 NEW MASONARY CONSTRUCTION RIVERSTONE MIRRORING EXTERIOR SLOPE SEE -A204 BASEBOARD HEATING SEE -ME0 CLERESTORY WINDOWS SEE -A204 5' - 0" NEW TOPPING SLAB SEE 2-A40 EXISITNIG SLAB AND FOUNDATION TO REMAIN PAINTED GYP BOARD 5' - 7" INSTALL STEEL DOOR FROM OLD CONSTRUCTION Building Section /4" = '-0" C. Bazan SECTION A30
12 R-9 INSULATION 5/8" GYP BOARD MIN. " AIR SPACE 7/6" PLYWOOD 2 PIECE ADJUSTABLE MASONRY TIE AIR BARRIER BRICK VENEER 2X6-FRAMED WALL 6" O.C. METAL FLASHING 2X6 TREATED BOTTOM PLATE EXISTING WALL EXISTING WALL HEIGHT VARIES. SEE INTERIOR ELEVATIONS 2' - 2 /2" RIVERSTONE VENEER 5/8" FURRING STRIP ATTACHED W/ TAPCON CONCRETE SCREWS X2 BLOCKING 2" TOPPING SLAB EXSISTING SLAB AND FOUNDATION Wall - Floor Detail /2" = '-0" S. Moore WALL-FLOOR DETAIL A40
13 X6 FASCIA VENTED HARDIE BOARD SOFFIT ANDERSON WINDOW AW-00 SERIES Roof - Wall Detail /2" = '-0" SIP SCREW 24" O.C. MIN. " MIN. PENETRATION INTO STRUCTURAL SUPPORT 2X4 LATERAL BRACING 2'-6" O.C. JOIST HANGER 5/8" DRYWALL ATTACHED TO UNDERSIDE OF SIP PANELS ASPHALT SHINGLES ICE AND WATER SHIELD METAL DRIP EDGE 4 /2" SIP PANEL 2X2 6" O.C. ALUMINUM SILL WOOD SILL ALUMINUM SUB SILL SILL UNIT "-2" OVERHANG FLASHING WEATHERSTRIPPING 5/8" GYP BOARD S. Moore ROOF-WALL DETAIL A402
14 ? 3/8" MORTAR FILL VERTICAL REINFORCEMENT L 4X4X/4 ANGLES WELDED TOGETHER 8 X 8 X 3 7/8 GLASS BLOCK IN PLACE OF SOLDIER BRICK METAL FLASHING SOLID GROUT FILL HORIZONTAL RENFORCEMENT INTERIOR EXTERIOR 2" OVERLAP WHEN STACKING BRICKS 4" SLAB Glass Block Detail Screen Wall Detail 2 3" = '-0" /2" = '-0" 3' - 7/6" S. Moore DETAILS A403
15 TOP CHORD WEB 6 /2" OVERHANG BOTTOM CHORD TRUSS DETAIL /2" = '-0" PEAK 20' - 3 7/8" SPAN SLOPE 2" 3.75 TRUSS PLATE HEEL C. Miller TRUSS DETAIL A404
16 SIZE AND THICKNESS TO BE SPECIFIED ACCORDING TO TRUSS SPAN AND LOAD LOAD BRACKET TO BE PRIMERED AND SPRAYED BLACK Truss Plate Type /2" = '-0" 2 STEEL T-SHAPE BRACKET CONNECTS TOP CHORD AND WEB TOGETHER Truss Plate Type 2 /2" = '-0" METAL BRACKET SAMPLE FROM CUTTING EDGE METALS INC. C. Miller TRUSS PLATE DETAILS A405
17 BEAM CONNECTING BRACKET (RB-3) SPECIFIED FROM CUSTOM CUTTING EDGE METALS INC. ALL PRE DRILLED HOLES TO BE DETERMINED BY MANUFACTURER Truss Plate Type 3 /2" = '-0" 3-LEG BRACKET (BB-5L) SPECIFIED FROM CUSTOM CUTTING EDGE METALS (RB-3) - BEAM CONNECTING BRACKET FROM CUSTOM CUTTING EDGE METALS INC. 2 Truss Plate Type 4 " = '-0" C. Miller (BB-5L) - SPECIFIED FROM CUSTOM CUTTING EDGE METALS INC. TRUSS PLATE DETAILS A406
18 C.Miller ROOF LAYOUT PEEL-BACK A50
19 GENERAL NOTES:. ELECTRIC RESISTANCE BASEBOARD HEATERS. 2. CADET 72-in 240V 500W STANDARD ELECTRIC BASEBOARD HEATER. 3. ALL OUTLETS TO BE 20 V AT 8" AFF. 4. OUTLETS ON N & S WALLS ARE IN LINE WITH TRUSS ABOVE. WALL OUTLETS 29' - 3 /2" 5' - 7" LIGHTED CEILING FANS INSTALLED BETWEEN TRUSSES AT BAYS 2 & 6 PENDANT LIGHT IN BAY 4 HANG TO BE LEVEL W/ LIGHTS ON CEILING FANS 8' - 5 /2" 4' - 6 /2" 6' - 3 3/4" BASEBOARD HEATERS BASEBOARD HEATER ' - 3/4" 4' - 6" 5' - 7" T ' - 3 3/4" TRUSSES 4' - 0" O.C. SPST LIGHT SWITCH AT SOUTH SIDE OF DOOR THERMOSTAT FOR BASEBOARD HEATERS ELECTRICAL PANEL RECESSED INTO WALL B. Moon Mechanical & Electrical Plan /4" = '-0" MECHANICAL AND ELECTRICAL PLAN ME0
20 GENERAL NOTES:. BASEBOARD HEATER TO BE PLACED AS SHOWN ON MECHANICAL AND ELECTRICAL PLAN. 2. PAINT TRIM BEHIND T=BASEBOARD HEAERS WHITE TO MATCH HEATERS. WALL OUTLET TO BE INSTALLED AT SURFACE OF RIVERSTONE ' - 6" Wall Outlet Placement /2" = '-0" RIVERSTONE VENEER 5/8" GYP BOARD Level 0' - 0" CADET 72-in 240V 500W STANDARD ELECTRIC BASEBOARD HEATER SUPPLIED BY LOWE'S 0' - 6 3/4" x4 2x8 2x4 FRAMING B. Moon 0' - 2 /2" 2 Electric Resistance Baseboard Heater Detail /2" = '-0" MECHANICAL AND ELECTRICAL DETAILS ME20
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