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7 GENERAL FLOOR PLAN NOTES. REFER TO ADDITIONAL NOTES AND REQUIREMENTS ON ALL OTHER DOCUMENTS AND OTHER DISCIPLINES DOCUMENTS. A A.3 4' - 0" 5' - " B. ALL SITE INFO, FURNITURE, FIXTURES AND EQUIPMENT SHOWN SHOULD BE CONSIDERED CONCEPTUAL AND MAY HAVE BE PROVIDED FOR COORDINATION PURPOSES ONLY. REFER TO CIVIL, STRUCTURAL, ELECTRICAL, DOCUMENTS &/OR CONSULTANTS FOR SPECIFIC DESIGN INFORMATION & REQUIREMENTS. 3. DIMENSIONS ARE TO FACE OF FINISH MATERIAL OR CENTER OF STRUCTURE UNLESS OTHERWISE SPECIFIED. A-0 4. ALL CONDUITS, PIPES, WIRING, ROUGH-IN, ETC. SHOULD BE HELD AS TIGHT AS POSSIBLE TO STRUCTURE OR FLOOR DECK. NOTHING SHALL BE EXPOSED IN TO VIEWING AREA. PLACEMENT COORDINATION BETWEEN TRADES IS REQUIRED. 5. CAULK & SEAL ALL CONTROL-EXPANSION, SAWCUT JOINTS AT ALL CONCRETE. \\wk-fs\projects_00-9\05\5094 MacRae Park\CAD-Arch\5094 MacRae Park 000 SW 9th, DSM.rvt 6. PROVIDE POSITIVE DRAINAGE OF SURFACE WATER AWAY FROM STRUCTURES WITHOUT PONDING OF WATER ADJACENT TO STRUCTURES OR ON PAVEMENTS ' - 5" 6' - 9" 4 5' - 5" 0' - 0" 0' - 0" 0' - 70' 5/6" - " 4' - 0" ' - " 4' - 0" 3' - 0" ' - 0" ' - 0" CABLE REINFORCEMENT; /4" PLATE,COR-TEN ' - 6" 0' - " 0' - 4" A-0 5 " A-03 CABLE REINFORCEMENT; /4" PLATE,COR-TEN (REFER TO STRUCTURAL) 6' - 8/" OPEN 0' - 8" 0' - 8" ' - 8/4" ' - 83/6" DN 4' - 0" 4' - 0" DONOR SIGN ' - 6" ' - 0" 5' - 3" " ' - 6"' - 6" TUBE STEEL; COR-TEN 0' - 0" CABLE REINFORCEMENT; /4" PLATE,COR-TEN " PLANK GRATING, ALUM. (REFER TO SERICULTURE) A-03 3 A-0 0' - 8" 4' - 0" ' - 0 7/8" 4 DN A-0 LUXRAIL ' - 6"' - 6" VIEWER SKYLINE PANEL /4" DIA AIRCRAFT CABLE 4" 5' - 3" ' - 0" 6' - 0" NORTH TOP RAIL; /" PLATE,COR-TEN OVERLOOK FLOOR PLAN SCALE: 3/6" = '-0" ' - 0" NEW LOCATION FOR EXISTING BENCH NEW LOCATION FOR EXISTING PARK PANEL FLAG POLE FOOTING 4' - 6" 4' - 6" ' - 6" 5' - 3" 6' - 9" 9' - 0" 3' - 0" 8' - 0" NOT FOR CONSTRUCTION Rev. # Issue / Revision Date This drawing has been prepared by the Architect, or under the Architect's direct supervision. This drawing is provided as an instrument of service by the Designer / Architect and is intended for use on this project only. Any reproduction, use, or disclosure of information contained herein without the prior written consent of the Architect is strictly prohibited. (C) Copyright 08 by Simonson & Associates Architects, L.L.C. MACRAE PARK 50% PROGRESS SET Job No. Sheet Title Sheet No. 0 DAVIS AVE DES MOINES, IA 5035 Proj. Mgr TRB OVERLOOK PLANS A-0

8 /4" DIA AIRCRAFT CABLE TOP RAIL; /" PLATE,COR-TEN A-03 LUXRAIL ELECTRIC BOX CABLE REINFORCEMENT; /4" PLATE,COR-TEN " / " 3' - 0" TUBE STEEL; COR-TEN RETAINING WALL; CONC. LEDGESTONE PATTERN RD COLUMN; COR-TEN RD CONC. FOOTING; NATURAL FINISH GRADE This drawing has been prepared by the Architect, or under the Architect's direct supervision. This drawing is provided as an instrument of service by the Designer / Architect and is intended for use on this project only. Any reproduction, use, or disclosure of information contained herein without the prior written consent of the Architect is strictly prohibited. (C) Copyright 08 by Simonson & Associates Architects, L.L.C. 5 OVERLOOK -NW ELEVATION SCALE: /4" = '-0" A-03 LUXRAIL GRADE /4" DIA AIRCRAFT CABLE TOP RAIL; /" PLATE,COR-TEN CABLE REINFORCEMENT; /4" PLATE,COR-TEN TUBE STEEL; COR-TEN RD COLUMN; COR-TEN RD CONC. FOOTING; NATURAL FINISH MACRAE PARK 0 DAVIS AVE DES MOINES, IA OVERLOOK -SE ELEVATION SCALE: /4" = '-0" /4" DIA AIRCRAFT CABLE TOP RAIL; /" PLATE,COR-TEN LUXRAIL /4" DIA AIRCRAFT CABLE TOP RAIL; /" PLATE,COR-TEN \\wk-fs\projects_00-9\05\5094 MacRae Park\CAD-Arch\5094 MacRae Park 000 SW 9th, DSM.rvt CABLE REINFORCEMENT; /4" PLATE,COR-TEN " PLANK GRATING, ALUM. LUXRAIL /4" DIA AIRCRAFT CABLE TOP RAIL; /" PLATE,COR-TEN CABLE REINFORCEMENT; /4" PLATE,COR-TEN TUBE STEEL; COR-TEN RD COLUMN; COR-TEN RD CONC. FOOTING; NATURAL FINISH GRADE 3 OVERLOOK -SW ELEVATION SCALE: /4" = '-0" SCALE: OVERLOOK -NE 3D VIEW OVERLOOK -NW ELEVATION SCALE: /4" = '-0" CABLE REINFORCEMENT; /4" PLATE,COR-TEN TUBE STEEL; COR-TEN RETAINING WALL; CONC. LEDGESTONE PATTERN RD COLUMN; COR-TEN RD CONC. FOOTING; NATURAL FINISH GRADE NOT FOR CONSTRUCTION Rev. # Issue / Revision Date 50% PROGRESS SET Job No. Proj. Mgr TRB Sheet Title Sheet No. ELEVATIONS A-0

9 /4" /" PLATE TOP RAIL; COR-TEN /" /4" " /4" " /4" " /"/" /"/" /8" /8" LUXRAIL HANDRAIL 3' - 6 /" 3' - 0" 6" /" LUXRAIL HANDRAIL A-03 4" /4" PLATE POST; COR-TEN /4" AIR CRAFT CABLE; TYP. A-03 " 5/6 DIA HOLE; TYP. /8" " " " HANDRAIL MOUNTING BRACKET /4" PLATE; COR-TEN FLUSH SCREW POST; /4" PLATE; COR-TEN HANDRAIL CONNECTION DETAIL SCALE: 6" = '-0" This drawing has been prepared by the Architect, or under the Architect's direct supervision. This drawing is provided as an instrument of service by the Designer / Architect and is intended for use on this project only. Any reproduction, use, or disclosure of information contained herein without the prior written consent of the Architect is strictly prohibited. (C) Copyright 08 by Simonson & Associates Architects, L.L.C. MACRAE PARK 0 DAVIS AVE DES MOINES, IA 5035 LUXRAIL B A.3 A TOP RAIL; /" PLATE,COR-TEN " METAL PLANK DECKING STRUCTURAL STEEL, COR-TEN; TYP. " PLANK GRATING, ALUM. 3 A-03 ' - 4" /4" DIA AIRCRAFT CABLE \\wk-fs\projects_00-9\05\5094 MacRae Park\CAD-Arch\5094 MacRae Park 000 SW 9th, DSM.rvt 3 3/8" HANDRAIL POST PROFILE SCALE: 3" = '-0" OVERLOOK -SECTION SCALE: /4" = '-0" TUBE STEEL; COR-TEN BEAM; COR-TEN RETAINING WALL; CONC. LEDGESTONE PATTERN RD COLUMN; COR-TEN RD CONC. FOOTING; NATURAL FINISH GRADE NOT FOR CONSTRUCTION Rev. # Issue / Revision Date 50% PROGRESS SET Job No. Sheet Title Sheet No. Proj. Mgr TRB DETAILS A-03

10 GENERAL ROOF PLAN NOTES. REFER TO ADDITIONAL NOTES AND REQUIREMENTS ON ALL OTHER DOCUMENTS AND OTHER DISCIPLINES DOCUMENTS.. ALL FIXTURES AND EQUIPMENT SHOWN SHOULD BE CONSIDERED CONCEPTUAL AND MAY BE PROVIDED FOR COORDINATION PURPOSES ONLY. REFER TO CIVIL, STRUCTURAL, ELECTRICAL DOCUMENTS &/OR CONSULTANTS FOR SPECIFIC DESIGN INFORMATION & REQUIREMENTS. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL FRAMING. 3. ALL ROOF FLASHING WORK SHALL BE PROVIDED BY THE ROOFING SUBCONTRACTOR SO AS TO OBTAIN FULL ROOFING WARRANTIES. REFER TO ALL OTHER CONSTRUCTION DOCUMENTS FOR ADDITIONAL ROOF PENETRATIONS REQUIRING ROOF FLASHING WORK. 4. IT SHOULD BE THE RESPONSIBILITY OF THE ROOF SUB-CONTRACTOR TO PROVIDE ALL NECESSARY DETAILS AND SYSTEMS TO ACCOMMODATE EXPANSION/CONTRACTION OF THE BUILDING AND BUILDING COMPONENTS FOR A LONG-LASTING ROOF. 5. CONTRACTOR SHALL KEEP ROOF CLEAN OF ALL DEBRIS DURING ALL CONSTRUCTION WORK. GENERAL FLOOR PLAN NOTES. REFER TO ADDITIONAL NOTES AND REQUIREMENTS ON ALL OTHER DOCUMENTS AND OTHER DISCIPLINES DOCUMENTS.. ALL SITE INFO, FURNITURE, FIXTURES AND EQUIPMENT SHOWN SHOULD BE CONSIDERED CONCEPTUAL AND MAY HAVE BE PROVIDED FOR COORDINATION PURPOSES ONLY. REFER TO CIVIL, STRUCTURAL, ELECTRICAL, DOCUMENTS &/OR CONSULTANTS FOR SPECIFIC DESIGN INFORMATION & REQUIREMENTS. 3. DIMENSIONS ARE TO FACE OF FINISH MATERIAL OR CENTER OF STRUCTURE UNLESS OTHERWISE SPECIFIED. 4. ALL CONDUITS, PIPES, WIRING, ROUGH-IN, ETC. SHOULD BE HELD AS TIGHT AS POSSIBLE TO STRUCTURE OR FLOOR DECK. NOTHING SHALL BE EXPOSED IN TO VIEWING AREA. PLACEMENT COORDINATION BETWEEN TRADES IS REQUIRED. 5. CAULK & SEAL ALL CONTROL-EXPANSION, SAWCUT JOINTS AT ALL CONCRETE. 6. PROVIDE POSITIVE DRAINAGE OF SURFACE WATER AWAY FROM STRUCTURES WITHOUT PONDING OF WATER ADJACENT TO STRUCTURES OR ON PAVEMENTS. 6. ROOF SYSTEM AND ANY WORK ASSOCIATED WITH THE ROOF SHALL BE DONE AS TO NOT VOID ANY ROOF WARRANTIES. 7. FLASHING: A. FLASHING SHALL BE INSTALLED IN SUCH A MANNER SO AS TO PREVENT MOISTURE ENTERING THROUGH JOINTS AT INTERSECTIONS & OTHER PENETRATIONS THROUGH THE ROOF PLANE. B. FLASHING SHALL BE INSTALLED ROOF INTERSECTIONS, WHEREVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. WHERE FLASHING IS METAL, THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN 0.09, NO. 6 GALVANIZED SHEET. This drawing has been prepared by the Architect, or under the Architect's direct supervision. This drawing is provided as an instrument of service by the Designer / Architect and is intended for use on this project only. Any reproduction, use, or disclosure of information contained herein without the prior written consent of the Architect is strictly prohibited. (C) Copyright 08 by Simonson & Associates Architects, L.L.C. 8. ROOF DRAINAGE: A. DESIGN OF ROOF DRAINAGE SYSTEMS SHALL COMPLY WITH THE INT'L PLUMBING CODE. a. ALL ROOF SLOPES, INCLUDING FLATTENED ROOF AREAS TO OBTAIN POSITIVE DRAINAGE, TO BE INTEGRATED INTO UNDERLYING ROOF SUPPORT DESIGN. PROVIDE POSITIVE DRAINAGE FROM ALL PENETRATIONS AND CHANGES IN ROOF SLOPES. \\wk-fs\projects_00-9\05\5094 MacRae Park\CAD-Arch\5094 MacRae Park 000 SW 9th, DSM.rvt ' ' NOTE: ALL STRUCTURAL MEMBERS TO BE COR-TEN A-03 A-0 A-03 HSS0X8X/4 HSSX0X5/6 HSSX0X5/6 A' HSS0X8X/4 HSS4X0X/4 HSSX0X5/6 HSS6XX5/6 " / " CONC. SLAB BELOW A-0 3 HSSX0X5/6 HSS0X8X/4 HSSX0X5/6 A-0 HSS4X0X/4 " / " HSS0X8X/4 ' - 0" 0' - 0" ' - 0" NORTH ' - 0" SHELTER ROOF PLAN SCALE: /4" = '-0" b. CONCRETE SLAB TO PROVIDE ROOF DRAINAGE. ENSURE SLAB PROVIDES POSITIVE DRAINAGE WITH NO POOLING OR LOW SPOTS FROM STRUCTURE. 9. METAL ROOF PANELS: A. THE MINIMUM SLOPE FOR LAPPED, NON-SOLDERED SEAM METAL ROOFS WITHOUT APPLIED LAP SEALANT SHALL BE 3: (5%). B. AN ICE BARRIER THAT CONSISTS OF AT LEAST TWO LAYER OF UNDERLAYMENT CEMENTED TOGETHER OR OF A SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET SHALL BE USED IN LIEU OF NORMAL UNDERLAYMENT AND EXTEND FROM THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT AT LEAST 4" INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. B' A-03 STANDING SEAM METAL PANEL ZINC COATING OVER ICE & WATER BARRIER A-03 4 A-0 ' - 0" 0' - 0" ' - 0" ' - 0" ' ' 8' - 0" 4' - 0" 0' - 0" 4' - 0" A-03 A-0 A-03 A' /4" / " /4" / " A-0 3 B' /4" / " CONC. SLAB /4" / " A-0 4' - 0" 0' - 0" 4' - 0" 8' - 0" NORTH SHELTER FLOOR PLAN SCALE: /4" = '-0" A-03 A-03 4 A-0 NOT FOR CONSTRUCTION Rev. # Issue / Revision Date MACRAE PARK 50% PROGRESS SET Job No. Sheet Title Sheet No. 0 DAVIS AVE DES MOINES, IA 5035 Proj. Mgr TRB SHELTER PLANS A-0

11 GENERAL EXTERIOR ELEVATION PLAN NOTES. REFER TO ADDITIONAL NOTES AND REQUIREMENTS ON ALL OTHER DOCUMENTS AND OTHER DISCIPLINES DOCUMENTS.. ALL HORIZONTAL TRANSITIONS BETWEEN DIFFERENT MATERIALS SHALL BE FLASHED CONTINUOUS FROM UP BEHIND TO UNDER UPPER MATERIAL AND EXTEND OVER TO EXTERIOR FACE OF LOWER MATERIAL. 3. ANY RETURNS OR BLIND ELEVATIONS NOT SHOWN SHALL BE SIMILAR IN MATERIAL AND MAKEUP TO ADJACENT CONDITIONS OR OTHER SIMILAR CONDITIONS. 4. CAULK & SEAL ALL TRANSITION-CONTROL-EXPANSION AT ALL EXTERIOR MATERIALS. 5. PROVIDE PREFERABLY CAST REGLETS JUST IN FROM THE OUTER EDGE ON UNDERSIDE OF FACE MATERIAL AT OVERHANGS & SOFFITS. 6. WHERE EXTERIOR PAVING ADJACENT TO BUILDING, TOP OF PAVING TO BE /4" LOWER THAN INTERIOR FINISH FLOOR, SLOPING CONTINUOUSLY AWAY FROM BUILDING A MINIMUM OF 5. WHERE DOOR STOOP, 48" OUT FROM DOOR :48(%) MAX. SLOPE, AFTER 48" AWAY FROM DOOR :0(5%) MAXIMUM SLOPE TO PUBLIC WAY. GENERAL EXTERIOR ELEVATION MISC. PLAN NOTES FASCIA: METAL PREFINISHED TO MATCH ROOF COLOR. LIGHT FIXTURES: PRE-FINISHED CLEAR ANODIZED HOUSINGS. BOLLARDS: CONCRETE FILLED STEEL BOLLARDS PAINTED SAFETY YELLOW. CAULKS & SEALANTS: COLOR MATCHED TO ADJACENT MATERIAL. EXTERIOR UTILITY EQUIPMENT: IF ALLOWED, PAINTED TO MATCH ADJACENT MATERIAL. This drawing has been prepared by the Architect, or under the Architect's direct supervision. This drawing is provided as an instrument of service by the Designer / Architect and is intended for use on this project only. Any reproduction, use, or disclosure of information contained herein without the prior written consent of the Architect is strictly prohibited. (C) Copyright 08 by Simonson & Associates Architects, L.L.C. 5 SHELTER -SW 3D VIEW SCALE: ' ' B' A' TUBE COLUMN; COR-TEN STANDING SEAM METAL PANEL ZINC COATING OVER ICE & WATER BARRIER OVER WOOD STRUCTURAL DECKING OVER STRUCTURE (REFER TO STRUCTURAL) TOP OF STEEL HIGH 5' -0" TOP OF STEEL LOW 9' -0" TUBE COLUMN; COR-TEN STANDING SEAM METAL PANEL ZINC COATING OVER ICE & WATER BARRIER OVER WOOD STRUCTURAL DECKING OVER STRUCTURE TOP OF STEEL HIGH 5' -0" TOP OF STEEL LOW 9' -0" MACRAE PARK 0 DAVIS AVE DES MOINES, IA 5035 CONC. SLAB CONC. SLAB TOP OF SLAB 0' -0" TOP OF SLAB 0' -0" 4 SHELTER -EAST ELEVATION SCALE: /4" = '-0" 3 SCALE: /4" = '-0" SHELTER -NORTH ELEVATION ' ' A' B' \\wk-fs\projects_00-9\05\5094 MacRae Park\CAD-Arch\5094 MacRae Park 000 SW 9th, DSM.rvt STANDING SEAM METAL PANEL ZINC COATING OVER ICE & WATER BARRIER OVER WOOD STRUCTURAL DECKING OVER STRUCTURE (REFER TO STRUCTURAL) SHELTER -WEST ELEVATION SCALE: /4" = '-0" CONC. SLAB TOP OF STEEL HIGH 5' -0" TUBE COLUMN; COR-TEN TOP OF STEEL LOW 9' -0" TOP OF SLAB 0' -0" SCALE: /4" = '-0" STANDING SEAM METAL PANEL ZINC COATING OVER ICE & WATER BARRIER OVER WOOD STRUCTURAL DECKING OVER STRUCTURE (REFER TO STRUCTURAL) SHELTER -SOUTH ELEVATION TUBE COLUMN; COR-TEN CONC. SLAB TOP OF STEEL HIGH 5' -0" TOP OF STEEL LOW 9' -0" TOP OF SLAB 0' -0" NOT FOR CONSTRUCTION Rev. # Issue / Revision Date Job No. Sheet Title Sheet No. Proj. Mgr TRB SHELTER ELEVATIONS A-0

12 This drawing has been prepared by the Architect, or under the Architect's direct supervision. This drawing is provided as an instrument of service by the Designer / Architect and is intended for use on this project only. Any reproduction, use, or disclosure of information contained herein without the prior written consent of the Architect is strictly prohibited. (C) Copyright 08 by Simonson & Associates Architects, L.L.C. A-03 TUBE COLUMN; COR-TEN CONC. SLAB STANDING SEAM METAL PANEL ZINC COATING OVER ICE & WATER BARRIER /4" / " /" / " /4" / " TOP OF STEEL HIGH 5' -0" TOP OF STEEL LOW 9' -0" TOP OF SLAB 0' -0" MACRAE PARK 0 DAVIS AVE DES MOINES, IA 5035 SHELTER -SECTION SCALE: /4" = '-0" A-03 \\wk-fs\projects_00-9\05\5094 MacRae Park\CAD-Arch\5094 MacRae Park 000 SW 9th, DSM.rvt HSSX0X5/6 HSSX0X5/6 /4" / " /4" / " STANDING SEAM METAL PANEL ZINC COATING OVER ICE & WATER BARRIER TUBE COLUMN; COR-TEN CONC. SLAB TOP OF STEEL HIGH 5' -0" TOP OF STEEL LOW 9' -0" 5' - 9 /4" TOP OF SLAB 0' -0" SHELTER -SECTION SCALE: /4" = '-0" NOT FOR CONSTRUCTION Rev. # Issue / Revision Date 50% PROGRESS SET Job No. Sheet Title Sheet No. Proj. Mgr TRB SECTIONS & DETAILS A-03

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