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ISSUE DATE:PROJECT:ISSUE SHEET:DATE UNLESS PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED,THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FORCONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION.TITLE:SCHOOL OF ARCHITECTURE, ART & DESIGN THE ARCHITECTURE PRACTICUM CENTER State Approval6/4/12 T-10106/04/1211-661Project: Carmel Hope Fellowship Church - Phase 2 Indiana Conference of Seventhday Adventists TitleCarmel, IndianaSheet List Sheet NumberSheet Name T-101Title C-001Civil Title Sheet C-101Stormwater Pollution Prevention Plan (Phase I)C-102Site Layout Plan C-103Development Plan C-201Construction Details C-205Construction Details C-206Construction Details C-301Construction Specifications C-302Carmel Paving Specifications A-101Basement and First Floor plans A-102Second Floor Plans A-103Roof Plan A-201Exterior Elevations A-301Building Sections A-401Wall Sections A-402Wall Sections A-403Wall Sections A-404Details A-405Stair Details A-501Enlarged Floor Plans A-601Schedules - Door and Windows A-602Interior Elevations, Room Finish Schedules A-801Ceiling Plans E-101Power Plans E-102Lighting Plans M-101Mechanical Plans P-101Plumbing Plans S-101Structural Framing - Foundation, Basement, and First Level S-102Structural Framing - 2nd Level and Roof S-103Structural Framing - 3D Views SP-101Specifications SP-102Specifications
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Building Code Data A.Codes in Effect:Indiana Building Code incorporating The International Building Code 2009 Edition.National Electrical Code Uniform Plumbing Code B. Occupancy Use Group.....................................................A-3 (301.1)C.Construction Type:...........................................................Type V-B (602.5)D.New Addition Shall Be Fully Fire Sprinklered (903.2.1.3); and Separated From Existing Building with a 2-hour Fire Separation Wall E. Allowable Height & Area (Table 503, Section 504.2, 506.3 with Sprikler Increase):Height:.................................................................2 Story, 60 Feet Area Per Floor:...................................................18,000 S.F.Total Allowable Building Area:..........................18,000 X 2 = 36,000 S.F.F. Actual Height & Area (New Addition):Height:.................................................................2 Story, 26 Feet Main Floor Area:.................................................6,004 S.F.Upper Floor Area:...............................................1,246 S.F.Total Building Area:............................................7,250 S.F.New Addition Contains A Basement.....................1,454 S.F.Existing Building Area:......................................................5,744 S.F.G.Seperation Incidental Use Areas: None Required (Table 508.2.5)H.Fire Resistance Ratings (Table 601):Structural Frame:................................................0 Exterior Bearing Wall:........................................0 Interior Walls:......................................................0 Floor:...................................................................0 Roof:....................................................................0 I. Occupant Load: (Table 1004.1.1)Sanctuary Assembly Seating:.............................Main Floor: 208 ..............................................................................Future Balcony: 48 Platform:............................................................... 16 Classrooms: .......................................................73 Total:....................................................................345 J. Fire Seperation Walls:Provide 2 Hour Seperation Wall Between Existing Building And New Addition.(903.2.1.3, Table 706.4)K.Stairway Enclosures: All Exit Access Stairways Permitted to be Unenclosed. Actual Travel Distance = 90 FT (1016.1, Exception 4)L. Accessibility: The Building Is Fully Accessible Complying with 1103, 1104.Upper Floor is Not Accessible Route Per 1104.4, Exception 1.Assembly Area Wheelchair Spaces Required: 5
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ISSUE DATE:PROJECT:ISSUE SHEET:DATE UNLESS PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED,THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FORCONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION.TITLE:SCHOOL OF ARCHITECTURE, ART & DESIGN THE ARCHITECTURE PRACTICUM CENTER State Approval6/4/12 A-10106/04/1211-661Project: Carmel Hope Fellowship Church - Phase 2 Indiana Conference of Seventhday Adventists Basement and First Floor plansCarmel, Indiana N
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WALL TYPE LEGEND 2X4 WOOD FRAMING @ 16" O.C. WITH 5/8" GYPSUM WALL BOARD ON BOTH SIDES.2X6 WOOD FRAMING @ 16" O.C. WITH 5/8" GYPSUM WALL BOARD ON BOTH SIDES.QUIK BRIK - SIZE AS INDICATED ON PLAN AND WALL SECTIONS.QUIK BRIK WITH 2X2 WOOD FRAMING @ 16" O.C.COVERED W/ 5/8" WALL BOARD - REFER TO PLAN AND WALL SECTIONS FOR SIZE OF QUIK BRIK UNIT.EXIST QUIK BRIK WALL TO REMAIN.1 2 3 4 51.EXTERIOR CONCRETE STOOP/APRON WALKWAY, SEE STRUCTURAL DRAWINGS FOR SIZE.2.DOWNSPOUT/BOOT CONNECT TO STORM SYSTEM, REFER TO SITE UTILITIES.3.DASHED LINE INDICATES TYPICAL ROOF OVERHANG LINE ABOVE, SEE ROOF PLAN AND WALL SECTIONS FOR DETAILS 4.DASHED LINE INDICATES TYPICAL BULKHEAD LINE ABOVE, SEE REFLECTED CEILING DRAWINGS FOR DETAILS.5.HAND/SAFETY RAIL - REFER TO DETAILS FOR ADDITIONAL INFORMATION.6.INFILL EXIST. OPEN. FROM DEMO'S WINDOW. INFILL TO MATCH EXISTING MATERIAL AND COLOR.7.CASEWORK BY OWNER.8.SOUND BOARD COUNTER. REFER TO DETAIL 4/A-102.(ALL NOTES MAY NOT BE INDICATED ON THIS SHEET)ARCHITECTURAL PLAN NOTES
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A.ALL QUICK BRIK WALLS THAT DO NOT LAY OUT IN FULL OR HALF LENGTHS SHOULD BE BALANCED SO AS NOT TO HAVE ANY PIECES LESS THAN 4" IN SIZE EXPOSED TO VIEW.B.WHERE DISSIMILAR FLOOR MATERIALS MEET, THEY SHALL DO SO UNDER THE CENTERLINE OF THE DOOR, UNLESS NOTED OTHERWISE.C.THE BASE FLOOR ELEVATION INDICATED FOR THE PROJECT IS 0'-0".D.ALL INTERIOR MASONRY WALLS THAT RUN TO UNDERSIDE OF DECK ABOVE SHALL HAVE A 2" JOINT (U.N.O.) AT THE DECK TOBE FILLED WITH FIRE STOPPING AT RATED WALLS PER PROJECT MANUAL., AND MINERAL WOOL AT THE NON-RATED WALLS, TO ALLOW FOR DEFLECTION.E.FOR TYPICAL COMMON JOINT DETAILS AND CONSTRUCTION MOVEMENT JOINT DETAILS REFER TO DETAILS ON SHEET XX.F.ALL DIMENSIONS ON FLOOR PLANS ARE TO FINISH FACE OF CMU, CONCRETE,BRICK OR FACE OF WOOD STUD WALLS,UNLESS NOTED OTHERWISE.G.HINGE SIDE DOOR JAMB AT WALLS WILL TYPICALLY BE LOCATED 4" MINIMUM FROM ADJACENT WALL UNLESS NOTED OTHERWISE.H.SEE REFLECTED CEILING PLANS FORBULKHEAD LOCATIONS AND DETAIL REFERENCES.I.REFER TO ROOM FINISH SCHEDULE AND EQUIPMENT PLANS FOR LOCATION AND EXTENT OF FINISH FLOOR MATERIALS.J.PROVIDE WOOD BLOCKING AS REQUIRED WITHIN WOOD STUD WALLS FOR WALL MOUNTED ITEMS.K.REFER TO MASTER/CODE PLANS FOR CODE INFORMATION, FIRE RATED WALLS,AND NON-RATED WALLS EXTENDING TO THE DECK ABOVE.L.PROVIDE BATT INSULATION CONTINUOUS AT INTERSECTION OF EXTERIOR WALLS AND DECK.ARCHITECTURAL PLAN GENERAL NOTES 2 of 23 7/19/2012
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1.EXTERIOR CONCRETE STOOP/APRON WALKWAY, SEE STRUCTURAL DRAWINGS FOR SIZE.2.DOWNSPOUT/BOOT CONNECT TO STORM SYSTEM, REFER TO SITE UTILITIES.3.DASHED LINE INDICATES TYPICAL ROOF OVERHANG LINE ABOVE, SEE ROOF PLAN AND WALL SECTIONS FOR DETAILS 4.DASHED LINE INDICATES TYPICAL BULKHEAD LINE ABOVE, SEE REFLECTED CEILING DRAWINGS FOR DETAILS.5.HAND/SAFETY RAIL - REFER TO DETAILS FOR ADDITIONAL INFORMATION.6.INFILL EXIST. OPEN. FROM DEMO'S WINDOW. INFILL TO MATCH EXISTING MATERIAL AND COLOR.7.CASEWORK BY OWNER.8.SOUND BOARD COUNTER. REFER TO DETAIL 4/A-102.(ALL NOTES MAY NOT BE INDICATED ON THIS SHEET)ARCHITECTURAL PLAN NOTESA.ALL QUICK BRIK WALLS THAT DO NOT LAY OUT IN FULL OR HALF LENGTHS SHOULD BE BALANCED SO AS NOT TO HAVE ANY PIECES LESS THAN 4" IN SIZE EXPOSED TO VIEW.B.WHERE DISSIMILAR FLOOR MATERIALS MEET, THEY SHALL DO SO UNDER THE CENTERLINE OF THE DOOR, UNLESSNOTED OTHERWISE.C.THE BASE FLOOR ELEVATION INDICATED FOR THE PROJECT IS 0'-0".D.ALL INTERIOR MASONRY WALLS THAT RUN TO UNDERSIDE OF DECK ABOVE SHALL HAVE A 2" JOINT (U.N.O.) AT THE DECK TO BE FILLED WITH FIRE STOPPING AT RATED WALLS PER PROJECT MANUAL., AND MINERAL WOOL AT THE NON-RATED WALLS, TO ALLOW FOR DEFLECTION.E.FOR TYPICAL COMMON JOINT DETAILS AND CONSTRUCTION MOVEMENT JOINT DETAILS REFER TO DETAILS ON SHEET XX.F.ALL DIMENSIONS ON FLOOR PLANS ARE TO FINISH FACE OF CMU, CONCRETE,BRICK OR FACE OF WOOD STUD WALLS,UNLESS NOTED OTHERWISE.G.HINGE SIDE DOOR JAMB AT WALLS WILL TYPICALLY BE LOCATED 4" MINIMUM FROM ADJACENT WALL UNLESS NOTED OTHERWISE.H.SEE REFLECTED CEILING PLANS FOR BULKHEAD LOCATIONS AND DETAIL REFERENCES.I.REFER TO ROOM FINISH SCHEDULE AND EQUIPMENT PLANS FOR LOCATION AND EXTENT OF FINISH FLOOR MATERIALS.J.PROVIDE WOOD BLOCKING AS REQUIRED WITHIN WOOD STUD WALLS FOR WALL MOUNTED ITEMS.K.REFER TO MASTER/CODE PLANS FOR CODE INFORMATION, FIRE RATED WALLS,AND NON-RATED WALLS EXTENDING TO THE DECK ABOVE.L.PROVIDE BATT INSULATION CONTINUOUS AT INTERSECTION OF EXTERIOR WALLS AND DECK.ARCHITECTURAL PLAN GENERAL NOTES WALL TYPE LEGEND 2X4 WOOD FRAMING @ 16" O.C. WITH 5/8" GYPSUM WALL BOARD ON BOTH SIDES.2X6 WOOD FRAMING @ 16" O.C. WITH 5/8" GYPSUM WALL BOARD ON BOTH SIDES.QUIK BRIK - SIZE AS INDICATED ON PLAN AND WALL SECTIONS.QUIK BRIK WITH 2X2 WOOD FRAMING @ 16" O.C.COVERED W/ 5/8" WALL BOARD - REFER TO PLAN AND WALL SECTIONS FOR SIZE OF QUIK BRIK UNIT.EXIST QUIK BRIK WALL TO REMAIN.1 2 3 4 5 3 of 23 7/19/2012
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Asphalt Shingles to match existingMaterial Legend:Existing Roofing to remain unless otherwise specified EPDM Roofing - Refer to specifications for additional information Demolition - Existing roofing material and decking removed as shown.Refer to wall sections for additional information.ISSUE DATE:PROJECT:ISSUE SHEET:DATE UNLESS PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED,THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FORCONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION.TITLE:SCHOOL OF ARCHITECTURE, ART & DESIGN THE ARCHITECTURE PRACTICUM CENTER State Approval6/4/12 A-10306/04/1211-661Project: Carmel Hope Fellowship Church - Phase 2 Indiana Conference of Seventhday Adventists Roof PlanCarmel, Indiana
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NA.ALL DETAILS SHOWN ARE FOR GENERAL INFORMATION. ALL FINAL FLASHING CONDITIONS SHALL BE THE RESPONSIBILITY OF THE ROOF INSTALLER, AND SHALL MEET APPROVAL OF ROOF MANUFACTURER.B.ALL DETAIL MODIFICATIONS MUST HAVE SHOP DRAWINGS APPROVAL. CONTRACTOR SHALL INSPECT AND VERIFY ALL EXISTING FIELD CONDITIONS, CLEARANCES, AND DIMENSIONS BEFORE STARTING CONSTRUCTION. COMMENCEMENT OF WORK CONSTITUTES ACCEPTANCE OF EXISTING CONDITIONS. SHOULD DIFFERENT CONDITIONS BE ENCOUNTERED, CONTACT ARCHITECT BEFORE PROCEEDING WITH ANYFURTHER WORK.C.OPENINGS IN ROOF WILL BE CUT BY ROOFING CONTRACTOR. DIVISION 15 CONTRACTOR TO COORDINATE LOCATION OF OPENING IN ROOF WITH ROOF CONTRACTOR.CURB TO BE PROVIDE BY DIVISION 15 AND INSTALLED BY DIVISION 7.D.PROVIDE FLASHING AND SADDLES FOR ALL EQUIPMENT PROVIDED UNDER MECHANICAL.E.SADDLES AND TAPERED INSULATION SYMBOLS INDICATE DESIGN INTENT TO SLOPE TO DRAIN.CONTRACTOR SHALL PROVIDE SUBMITTAL DRAWIINGS FOR TAPERED INSULATION AND SADDLES TO INSURE POSITIVE SLOPE.F.THE ROOF CONTRACTOR SHALL PROTECT ALLROOF DRAINS, SCUPPERS, AND DOWNSPOUTS FROM DEBRIS CREATED DURING DEMOLITION AND CONSTRUCTION. THE ROOF CONTRACTOR SHALL INSPECT AND CLEAR ALL DRAINS,SCUPPERS, AND DOWNSPOUTS PRIOR TO COMPLETION OF WORK AND TO ENSURE THAT THEY ARE FREE OF DEBRIS AND ARE FUNCTIONING PROPERLY.ROOF PLAN GENERAL NOTES +MECHANICAL, ELECTRICAL AND PLUMBING INFORMATION SHOWN ON THIS PLAN IS GENERAL IN NATURE. REFER TO P, M, AND E DRAWINGS FOR FURTHER INFORMATION AND COORDINATE ALL REQUIRED ROOF OPENINGS OR ROOF MOUNTED EQUIPMENT.1.TYPICAL GUTTER - REFER TO DETAIL 1/A-401 2.INDICATES DOWNSPOUT LOCATION 3.BUILDING EXPANSION JOINT.4.INDICATES ICE/SNOW GUARDROOF PLAN KEYNOTES KEY NOTES INDICATES VENT STACK INDICATES DOWNSPOUT LOCATION INDICATES ROOF SLOPE INDICATES ICE & WATER SHEILD MEMBRANE FLASHING INDICATES ROOF LINE BELOW - REFER TO ARCHITECTURAL FLOOR PLANSVSDSROOF PLAN SYMBOL LEGEND 4 of 23 7/19/2012
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3 16 First Floor 0' - 0"First Floor TOW 8' - 0"4 A-402 Ceiling HTG Prts Rm 10' - 2"B 10' - 0"8' - 0"14 ISSUE DATE:PROJECT:ISSUE SHEET:DATE UNLESS PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED,THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FORCONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION.TITLE:SCHOOL OF ARCHITECTURE, ART & DESIGN THE ARCHITECTURE PRACTICUM CENTER State Approval6/4/12 A-20106/04/1211-661Project: Carmel Hope Fellowship Church - Phase 2 Indiana Conference of Seventhday Adventists Exterior ElevationsCarmel, Indiana
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1/8" = 1'-0"5Northwest Elevation 1.APPROXIMATE FINISH GRADE - REFER TO SITE DRAWINGS.2.CONTROL JOINT 3.8" VERTICAL ALUMINUM SIDING 4.DOWNSPOUT BOOT - REFER TO ROOF PLAN AND DETAILS.5.ROOF SYSTEM - REFER TO ROOF PLAN AND DETAILS.6.FLASHING - REFER TO ROOF PLAN AND DETAILS.7.FASCIA - REFER TO ROOF PLAN AND DETAILS.8.GUTTER - REFER TO ROOF PLAN AND DETAILS.9.DOWNSPOUT - REFER TO ROOF PLAN AND DETAILS.10.VENTS - REFER TO ROOF PLAN AND DETAILS.11.BUILDING IDENTIFICATION - REFER TO PROJECT MANUAL AND DETAILS 12.CAST STONE WINDOW SILL PROFILE TO MATCH EXISTING 13.QUIK BRIK - REFER TO PROJECT MANUAL AND WALL SECTIONS.14.36 DEG. DIA. CULTURED STONE MEDALLION - REFER TO PROJECT MANUAL AND WALL SECTIONS.15.LIGHT FIXTURE - MOUNTING HEIGHTS AS SHOWN ON DRAWINGS.16.FLASHING+ALL KEYNOTES MAY NOT BE USED ON THIS DRAWINGELEVATION KEYNOTES 5 of 23 7/19/2012
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3/4" = 1'-0"12Detail ADA Walkway 1 1/2" = 1'-0"13Detail - Balcony Railing
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10 of 23 7/19/2012
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4' - 7" - 5 Treads @ 12"1' - 0"
3 1
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3' - 0"
3' - 0"1 1/2"ISSUE DATE:PROJECT:ISSUE SHEET:DATE UNLESS PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED,THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FORCONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION.TITLE:SCHOOL OF ARCHITECTURE, ART & DESIGN THE ARCHITECTURE PRACTICUM CENTER State Approval6/4/12 A-40506/04/1211-661Project: Carmel Hope Fellowship Church - Phase 2 Indiana Conference of Seventhday Adventists Stair DetailsCarmel, Indiana
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1 1/2" = 1'-0"10Detail - Handrail***ALL KEYNOTES MAY NOT BE USED ON THIS DRAWING.1.1 1/4" OUTSIDE DIAMETER STEEL HANDRAIL WITH SUPPORT BRACKETS AT 4'-0" O.C.MAX. REFER TO DETAIL 5/A-405.2.WOOD HANDRAIL - WITH SUPPORT BRACKETS AT 4'-0" O.C. MAX. REFER TO DETAIL 10/A-405.KEYNOTES 11 of 23 7/19/2012
A-
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1'
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2' - 3"1' - 2"
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1' - 0"2' - 2 1/16"1' - 3 15/16"
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ISSUE DATE:PROJECT:ISSUE SHEET:DATE UNLESS PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED,THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FORCONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION.TITLE:SCHOOL OF ARCHITECTURE, ART & DESIGN THE ARCHITECTURE PRACTICUM CENTER State Approval6/4/12 A-50106/04/1211-661Project: Carmel Hope Fellowship Church - Phase 2 Indiana Conference of Seventhday Adventists Enlarged Floor PlansCarmel, Indiana
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N1.EXTERIOR CONCRETE STOOP/APRON WALKWAY, SEE STRUCTURAL DRAWINGS FOR SIZE.2.DOWNSPOUT/BOOT CONNECT TO STORM SYSTEM, REFER TO SITE UTILITIES.3.DASHED LINE INDICATES TYPICAL ROOF OVERHANG LINE ABOVE, SEE ROOF PLAN AND WALL SECTIONS FOR DETAILS 4.DASHED LINE INDICATES TYPICAL BULKHEAD LINE ABOVE, SEE REFLECTED CEILING DRAWINGS FOR DETAILS.5.HAND/SAFETY RAIL - REFER TO DETAILS FOR ADDITIONAL INFORMATION.6.INFILL EXIST. OPEN. FROM DEMO'S WINDOW. INFILL TO MATCH EXISTING MATERIAL AND COLOR.7.CASEWORK BY OWNER.8.SOUND BOARD COUNTER. REFER TO DETAIL 4/A-102.(ALL NOTES MAY NOT BE INDICATED ON THIS SHEET)ARCHITECTURAL PLAN NOTESA.ALL QUICK BRIK WALLS THAT DO NOT LAY OUT IN FULL OR HALF LENGTHS SHOULD BE BALANCED SO AS NOT TO HAVE ANY PIECES LESS THAN 4" IN SIZE EXPOSED TO VIEW.B.WHERE DISSIMILAR FLOOR MATERIALS MEET, THEY SHALL DO SO UNDER THE CENTERLINE OF THE DOOR, UNLESS NOTED OTHERWISE.C.THE BASE FLOOR ELEVATION INDICATED FOR THE PROJECT IS 0'-0".D.ALL INTERIOR MASONRY WALLS THAT RUN TO UNDERSIDE OF DECK ABOVE SHALL HAVE A 2" JOINT (U.N.O.) AT THE DECK TO BE FILLED WITH FIRE STOPPING AT RATED WALLS PER PROJECT MANUAL., AND MINERAL WOOL AT THE NON-RATED WALLS, TO ALLOW FOR DEFLECTION.E.FOR TYPICAL COMMON JOINT DETAILS AND CONSTRUCTION MOVEMENT JOINT DETAILS REFER TO DETAILS ON SHEET XX.F.ALL DIMENSIONS ON FLOOR PLANS ARE TO FINISH FACE OF CMU, CONCRETE,BRICK OR FACE OF WOOD STUD WALLS,UNLESS NOTED OTHERWISE.G.HINGE SIDE DOOR JAMB AT WALLS WILL TYPICALLY BE LOCATED 4" MINIMUM FROM ADJACENT WALL UNLESS NOTED OTHERWISE.H.SEE REFLECTED CEILING PLANS FOR BULKHEAD LOCATIONS AND DETAIL REFERENCES.I.REFER TO ROOM FINISH SCHEDULE AND EQUIPMENT PLANS FOR LOCATION AND EXTENT OF FINISH FLOOR MATERIALS.J.PROVIDE WOOD BLOCKING AS REQUIRED WITHIN WOOD STUD WALLS FOR WALL MOUNTED ITEMS.K.REFER TO MASTER/CODE PLANS FOR CODE INFORMATION, FIRE RATED WALLS,AND NON-RATED WALLS EXTENDING TO THE DECK ABOVE.L.PROVIDE BATT INSULATION CONTINUOUS AT INTERSECTION OF EXTERIOR WALLS AND DECK.ARCHITECTURAL PLAN GENERAL NOTES 12 of 23 7/19/2012
3' - 0"7' - 0"0' - 4"0' - 4"2' - 4"0' - 4"0' - 8"3' - 0"6' - 8"7' - 0"3' - 0"3' - 0"2' - 0"3' - 0"6' - 8"0' - 6"3' - 0"0' - 6"0' - 6"0' - 2"0' - 2"
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Set #5 3 Hinge Exit device Exit device trim CloserSet #6 3 Hinge Dummy trim Roll latch Wall bumper Door silencerSet #7 3 Hinge Exit device Exit device trim Closer w/ magnetic hold-open Door silencerSet #8 Reuse existing door hardware from salvaged flush door.DOOR HARDWARE 13 of 23 7/19/2012
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Material Legend:Gypsum2x4 ACT ISSUE DATE:PROJECT:ISSUE SHEET:DATE UNLESS PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED,THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FORCONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION.TITLE:SCHOOL OF ARCHITECTURE, ART & DESIGN THE ARCHITECTURE PRACTICUM CENTER State Approval6/4/12 A-80106/04/1211-661Project: Carmel Hope Fellowship Church - Phase 2 Indiana Conference of Seventhday Adventists Ceiling PlansCarmel, Indiana
1
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3/4" = 1'-0"6Detail 6 - Ceiling Plan 3/4" = 1'-0"7Detail 7 - Ceiling Plan 3/4" = 1'-0"8Detail 8 - Ceiling Plan 3/4" = 1'-0"9Detail 9 - Ceiling Plan
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REFLECTED CEILING PLAN LEGEND LIGHT - REFER TO ELECTRICAL DRAWINGS LIGHT - REFER TO ELECTRICAL DRAWINGS LIGHT - REFER TO ELECTRICAL DRAWINGS LIGHT - REFER TO ELECTRICAL DRAWINGS DIFFUSER - REFER TO MECHANICAL DRAWINGS AIR RETURN - REFER TO MECHANICAL DRAWINGS SPEAKER - REFER TO ELECTRICAL DRAWINGS SMOKE DETECTOR - REFER TO ELECTRICAL DRAWINGS EXAUST FAN - REFER TO ELECTRICAL DRAWINGSSF1.REFER TO SECOND FLOOR FOR CEILING LAYOUT.2.EXISTING CEILING FINISH TO REMAIN.3.EXPOSED GLU-LAM BEAM. REFER TO STRUCTURAL DRAWINGS FOR SIZE.4.COORDINATE INSTALLATION OF VIDEO PROJECTOR UNIT WITH TECHNOLOGY CONTRACTOR.5.ALUMINUM SOFFIT. REFER TO DETAILS AS INDICATED FOR ADDITIONAL INFORMATION.REFLECTED PLAN KEY NOTES 14 of 23 7/19/2012
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ISSUE DATE:PROJECT:ISSUE SHEET:DATE UNLESS PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED,THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FORCONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION.TITLE:SCHOOL OF ARCHITECTURE, ART & DESIGN THE ARCHITECTURE PRACTICUM CENTER State Approval6/4/12 E-10106/04/1211-661Project: Carmel Hope Fellowship Church - Phase 2 Indiana Conference of Seventhday Adventists Power PlansCarmel, Indiana N
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ISSUE DATE:PROJECT:ISSUE SHEET:DATE UNLESS PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED,THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FORCONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION.TITLE:SCHOOL OF ARCHITECTURE, ART & DESIGN THE ARCHITECTURE PRACTICUM CENTER State Approval6/4/12 E-10206/04/1211-661Project: Carmel Hope Fellowship Church - Phase 2 Indiana Conference of Seventhday Adventists Lighting PlansCarmel, Indiana N
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Refer to First Floor Lighting Plan
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Refer to First Floor Lighting Plan 16 of 23 7/19/2012
4
A-
3
0
1
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1
2
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22"x10"
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ISSUE DATE:PROJECT:ISSUE SHEET:DATE UNLESS PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED,THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FORCONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION.TITLE:SCHOOL OF ARCHITECTURE, ART & DESIGN THE ARCHITECTURE PRACTICUM CENTER State Approval6/4/12 M-10106/04/1211-661Project: Carmel Hope Fellowship Church - Phase 2 Indiana Conference of Seventhday Adventists Mechanical PlansCarmel, Indiana N
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ISSUE DATE:PROJECT:ISSUE SHEET:DATE UNLESS PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED,THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FORCONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION.TITLE:SCHOOL OF ARCHITECTURE, ART & DESIGN THE ARCHITECTURE PRACTICUM CENTER State Approval6/4/12 Revised7/9/12 P-10106/04/1211-661Project: Carmel Hope Fellowship Church - Phase 2 Indiana Conference of Seventhday Adventists Plumbing PlansCarmel, Indiana
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PLUMBING GENERAL NOTES A. PROVIDE SHUT-OFF VALVES AT ALL FIXTURES.B. ALL SUPPLY LINES SHALL BE PEX PIPING TO MATCH EXISITNG.C. PROVIDE VENT-THROUGH-ROOF PER PLUMBING CODE.D. PROVIDE SANITARY CLEANOUTS PER CODE.E. PROVIDE BACKFLOW PREVENTER PER CODE.F. SEAL ALL PENETRATIONS THROUGH EXTERIOR WALLS TO BE WATER AND AIR TIGHT.G. SEAL ALL PENETRATIONS THROUGH FIRE SEPARATION WALL WITH FIRE RESISTIVE SEALANT.
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PLUMBING PLAN LEGENDCOLD WATER PLUMBING SYSTEM HOT WATER PLUMBING SYSTEM SANITARY PLUMBING SYSTEM GAS LINE 18 of 23 7/19/2012
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19 of 23 7/19/2012
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ISSUE DATE:PROJECT:ISSUE SHEET:DATE UNLESS PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED,THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FORCONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION.TITLE:SCHOOL OF ARCHITECTURE, ART & DESIGN THE ARCHITECTURE PRACTICUM CENTER State Approval6/4/12 S-10306/04/1211-661Project: Carmel Hope Fellowship Church - Phase 2 Indiana Conference of Seventhday Adventists Structural Framing - 3D ViewsCarmel, Indiana
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21 of 23 7/19/2012
ISSUE DATE:PROJECT:ISSUE SHEET:DATE UNLESS PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED,THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FORCONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION.TITLE:SCHOOL OF ARCHITECTURE, ART & DESIGN THE ARCHITECTURE PRACTICUM CENTER State Approval6/4/12 SP-10106/04/1211-661Project: Carmel Hope Fellowship Church - Phase 2 Indiana Conference of Seventhday Adventists SpecificationsCarmel, Indiana 22 of 23 7/19/2012
ISSUE DATE:PROJECT:ISSUE SHEET:DATE UNLESS PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED,THIS DOCUMENT IS PRELIMINARY AND IS NOT INTENDED FORCONSTRUCTION, RECORDING PURPOSES OR IMPLEMENTATION.TITLE:SCHOOL OF ARCHITECTURE, ART & DESIGN THE ARCHITECTURE PRACTICUM CENTER State Approval6/4/12 SP-10206/04/1211-661Project: Carmel Hope Fellowship Church - Phase 2 Indiana Conference of Seventhday Adventists SpecificationsCarmel, Indiana 23 of 23 7/19/2012