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Home My WebLink AboutStory Cottage 13633 Carey Rd, Carmel architectural plansBSA LifeStructures 9365 Counselors Row Suite 300 Indianapolis, IN 46240-1478 ph 317.819.7878 fx 317.819.7288 www.bsalifestructures.com DATE BSALS PROJECT NO. 13633 CAREY RD. CARMEL, IN STORY COTTAGE 10-BED MEMORY CARE HOME 21730002 G000 COVER SHEET CLIENT PROJECT NO. - 21730002 OCT 23, 2019 SHEET INDEX 03- ARCHITECTURE A100 FOUNDATION PLAN A101 ARCHITECTURAL AND DIMENSION FLOOR PLANS A130 REFLECTED CEILING PLAN A200 MEZZ/ATTIC PLAN A300 ROOF PLAN A401 EXTERIOR ELEVATIONS A402 EXTERIOR ELEVATIONS A500 BUILDING SECTIONS A501 WALL SECTIONS A502 WALL SECTIONS A503 WALL SECTIONS A504 WALL DETAILS A600 DETAILS AND INTERIOR ELEVATIONS 06/04/20 Mike Sheeks 99' - 3"5' - 9" 1' - 4" 22' - 1 3/8"9' - 10 7/8" 17' - 2" 5' - 7 7/8" 12' - 4 3/4" 1' - 4" 1' - 4" NOTE: TYPICAL 1" OFFSET BETWEEN FACE OF FOUNDATION WALL AND EXTERIOR FACE OF STUD. 2'-4" x 2'-4" CMU PIER W/ 4" BRICK LEDGE (TYP. OF 4)4' - 7 1/2"22' - 0 1/8" 30' - 3 3/4" 17' - 1 1/2" 22' - 0 5/8" 1' - 4 1/4" 10" CMU W/ 4" BRICK LEDGE 1' - 4 1/4"3' - 3 1/8" 5' - 8"12x12 CMU 12x12 CMU 10' - 5 5/8" 2' - 1" 7' - 5" 2' - 1" 12' - 7 7/8" 22' - 10 1/4" 7' - 5" 2' - 3 1/8" FACE BRICK AND FOUNDATION 12x12 CMU LINE OF BEARING WALL ABOVE 8" CMU (TYPICAL) 10" CMU W/ 4" BRICK LEDGE8' - 6"6 7/8" 6"6' - 5 1/2"5' - 5 1/4" 6' - 2 1/4" 5' - 2 5/8" 7' - 0 1/4" 3' - 7 1/4" 8' - 8 1/8" 10' - 0" 8' - 8" 4' - 6 3/4"2' - 10 1/8"9' - 9 5/8" 4' - 0" 11' - 2 3/4"8 7/8"15' - 11"BSA LifeStructures 9365 Counselors Row Suite 300 Indianapolis, IN 46240-1478 ph 317.819.7878 fx 317.819.7288 www.bsalifestructures.com DESIGNEDDRAWNAPPROVEDBSALS PROJECT NO. KEYPLAN PLAN NORTH DATE D:\Users\DDurica\Documents\21730002-ARCH_BSALS_CENTRAL_v2018_DDurica.rvt10/23/2019 3:34:24 PM21730002 ApproverAuthorDesignerA100 FOUNDATION PLAN 10 -BED MEMORY CARE HOME STORY COTTAGE OCT 23, 2019 CLIENT PROJECT NO. - 21730002 1/4" = 1'-0"1 FOUNDATION PLAN MARK DATE DESCRIPTION 06/04/20 Mike Sheeks Vent HoodFRIDGERangeDryer Washer SD SD SD SD SD SD SD SD SD SD SD SD SD SD DWSD DW FREEZER SD BEDROOM -- BEDROOM -- BEDROOM -- BEDROOM -- BEDROOM -- LIBRARY -- BEDROOM -- BEDROOM -- BEDROOM -- BEDROOM -- POWDER BATH -- PANTRY -- KITCHEN -- POWDER BATH -- BATHROOM -- LAUNDRY -- BEDROOM -- SUN ROOM -- DINING -- ENTRY -- CLOSET -- GALLERY -- HALL -- A401 2 A401 1 A4022 A402 1 5 A500 5 A500 2 A500 2 A500 4 A500 4 A500 1 A500 1 A500 3 A500 ELEC. PANEL D.SD.SD.SD.S D.SD.S101 101 101 101 101 101 101 112 115 116 116A 117A117 118A 119A 119 111A STAIRS 111 110 127 126 122 123 125 125A 123A 102 121 121A 122A124101115 101 101 101 SH 4050 SH 3056 SH 3056 SH 3056 SH 3056 SH 3056 SH 30562-PLY 11 7/8" LVLSH 3060 SH 3060 SH 3060 SH 3060 SH 3060 SH 3060 SH 3060F 4060 SH 3060 SH 3060 SH 3060 SH 3060SH 3060 SH 3060 SH 3060 SH 3060 F 4050D.SD.S D.SH.B D.SSH 3060 ALIGN 106 C.G 117 115 118 ALIGN ALIGN 117 100 110 C.G C.G C.G C.G SH 3060 C.G SH 3060 C.G C.G C.G 105 1061 A502 1 A502 MM M M D M M M WP MWP WP WPT M GFI GFI M10' - 8 3/4" 3 A502 3 A502 3 A503 6 A502 4 A503 1 A503 2 A503 TUB SHOWER 2 PLY 14" LVL 2 PLY 11 7/8" LVL 5 OPEN SHELVES GFI SHAMPOO SINK UPPER CAB. 3' - 0" UPPER CAB. 3' - 0" UPPER CAB. 3' - 0" ROD/SHELF 3' - 2" SH 3060 UNDER COUNTER ICE MAKER 12' - 1 1/2"A600 1 PERGOLA AREA 114 5' - 3 1/2" M 118 103 107 113 C.G C.G D.SSH 3060SH 3060SH 3060 3' - 6" 6' - 1 3/8" 11' - 9 3/4"4' - 4" 2' - 6"2'-6" EQ 2'-6" EQ 5' - 1 3/8" 4' - 7 1/4" 2' - 8 3/4" 2' - 1" 2' - 1"2' - 4"2' - 1"2' - 3"2' - 1"7' - 5 1/2" 6' - 0 7/8" 5' - 5 1/4" 6' - 2 1/4" 5' - 2 5/8" 10' - 9 3/4"7' - 4 1/4" 3' - 0 1/8" 2' - 4" 2' - 1"2' - 1"115A113A 2' - 1"2' - 4" 2' - 1" 2' - 1"2' - 4"2' - 1" 2' - 4" 2' - 1"2' - 1" 2' - 1" 2' - 4" 2' - 1"2' - 1"2' - 4" 2' - 1"2' - 1" 2' - 4" 2' - 1" 2' - 2 1/2"2' - 1" 2' - 1" 6' - 10 7/8"3' - 2" 1' - 3 3/4" 3' - 2" 14' - 1 1/4" 3' - 2" 1' - 3 3/4" 3' - 2" 14' - 1 1/4" 3' - 2" 9 5/8"9 5/8" 3' - 2" 7' - 8 1/2" 3' - 2" 14' - 1 1/4" 3' - 2"9 5/8"4 3/8"36' - 9 1/2" 6' - 8 1/4"2' - 2 1/4"4 3/8" 2' - 7 1/4" 3' - 2" 4' - 6 1/8" 3' - 2" 4' - 7" 3' - 2" 10' - 3 7/8" 3' - 2" 9" 3' - 2"6 1/2"10"EQ.10' - 6 5/8" 1' - 5 1/4"6' - 2" 3' - 3 3/8" 8' - 5" 3' - 5" 3' - 2" 2' - 0"8' - 5" 1205"3' - 2"13' - 6 5/8" 4 3/8"H.B. 2' - 8 3/4" 10 1/2" 4' - 0" 10 1/2" 3' - 7 1/2" 3' - 7 3/4" 3' - 0" 4' - 4 3/4" 1' - 6" 2 3/4" 3' - 2" 2 3/4" 1' - 6" 2' - 8 5/8" 1' - 11 1/4" 3' - 0" 4' - 1 7/8" 3' - 7 1/4" 2' - 8 1/2" 11 1/2" 3' - 6" 11 1/2" 2' - 8 1/2" 3' - 9 1/2" 3' - 0" 3' - 8 1/8"11 1/4" 5' - 9 1/8" 4' - 0" 3' - 0" 7' - 4 7/8" 3' - 0" 8' - 1 3/4" 3' - 0" 8' - 4 5/8" 3' - 0" 8' - 4 5/8" 3' - 0" 7' - 10 3/4" 3' - 0" 7' - 10 1/2" 3' - 0" 7' - 10 1/2" 3' - 0" 7' - 10 1/2" 3' - 0" 3' - 9 3/8"2' - 10 7/8" 5' - 1" 13' - 4 1/2"12' - 5" 5' - 7 3/4" 17' - 3" 9' - 9 7/8" 4' - 8 3/4" 11 1/4" 2' - 2 3/8"3' - 0" 3' - 0" 2' - 2 3/4" 3' - 0" 3' - 0" 5' - 0" 17' - 0"6 5/8"3' - 2"1' - 0 1/8" 21' - 11 1/2" EQ. 5' - 6" 12' - 3 1/8" 10' - 2 7/8" 7 3/4" SH 3060 104 2' - 7 1/2" 3' - 0" 3' - 0" 3' - 5 3/4"7' - 4 7/8" 1' - 0 1/8" 3' - 0" 1' - 0" 3' - 0" 1' - 0" 3' - 0" 1' - 0" 3' - 0" 11 3/8"10' - 8 3/4"10' - 10 1/2" 10' - 10 1/2" 10' - 10 1/2" 10' - 10 1/2" 11' - 11" 10' - 10 1/2" 10' - 10 1/2" 10' - 8 3/4" 3' - 2" 4' - 6 1/4" 3' - 2" 7' - 2 3/8"8' - 8 7/8" 3' - 2" 1' - 1 1/4"2' - 7"3' - 2" 9' - 8 5/8" 8' - 8 1/2" 2' - 7 3/4" 4' - 9 7/8"5' - 1 1/4"9' - 7 5/8"3' - 0"2' - 8 3/4" 1' - 4 3/4"3' - 0"5' - 10 1/4" 5' - 6" 6' - 10 5/8"7' - 4 1/8" 5' - 1 1/4" 2' - 6"UTILITY SINK 1' - 1 5/8" 3' - 0" 1' - 6 1/8" CABINET TO ENCLOSE DEVICES 7' - 6 1/4" 121 122 A600 2 7' - 0" 8' - 2"A600 3 A600 4 5 A600 *CARPET *CARPET *CARPET *CARPET Room -- 123 123 123 123 123 6 1/2"3' - 2" 2' - 3" 2' - 6 1/2" 4 3/8" 7 A600 UP 123 123 123 *CARPET DINING TABLE 123 CARPET WIDTH 9' - 6" WALK WAY W/O CARPET 8' - 0 5/8"7' - 0" 7' - 0"CENTER CARPET INSET ON FIREPLACE 1" R-ZIP SHEATHING W/ WATER RES. BARRIER 1/8" JOINT W/ SEALANT ZIP TAPE TRIM BOARDS 1/8" JOINT W/ SEALANT FCP LAP SIDING WOOD FRAMING INTERIOR SHEATHING INSULATION WHERE REQ'D 5/8"1/8" GAP W/ SEALANT ZIP TAPE TRIM BOARDS 1/8" GAP W/ SEALANT FCP LAP SIDING WATER RESISTIVE BARRIER 1" R-ZIP SHEATHING W/ WATER ERS BARRIER INSULATION WHERE REQ'D WOOD FRAMING INTERIOR GYP BD. WOOD FRAMING FCP LAP SIDING SIDING STARTER COURSE ZIP TAPE OVER FLASHING STARTER STRIP FLASHING 1/4" GAP, DO NOT CAULK TRIM AROUND OPENING TRIM BOARDS 1/8" GAP AND SEALANT 1" R-ZIP SHEATHING W/ WATER RESIS. BARRIER FCP LAP SIDING .MIN. 1-1/4" OVERLAP WALL FRAMING FIXTURE PENETRATION BATT INSUL. AS SHOWN INTERIOR GYPSUM BD REFER TO PARTITION TYPE AS NOTED ON PLAN FOR WALL CONSTRUCTION REFER TO PARTITION TYPE AS NOTED ON PLAN FOR PARTITION FINISH PROVIDE STUD ARRANGEMENT AS SHOWN @ CORNERS TYP. U.N.O. REFER TO PARTITION TYPE AS NOTED ON PLAN FOR PARTITION FINISH NOTE: ALL SYMBOLS ARE SHOWN FOR CLARITY & COORDINATION -SEE ELECTRICAL DESIGN-BUILD PLANS FOR EXACT LOCATIONS OF ELECTRICAL EQUIPMENT & FIXTURES. D 3 M T SWITCH SWITCH-3 WAY SWITCH DIMMER SWITCH-MOTION SENSOR CABLE TV PHONE / DATA FLOOR PHONE / DATA THERMOSTAT SD WP GFI DUPLEX OUTLET (TYP. @ 1'-6" A.F.F) DUPLEX OUTLET-GFI DUPLEX OUTLET- WEATHERPROOF QUADPLEX OUTLET FLOOR DUPLEX OUTLET SMOKE DETECTOR '#' SHOWN NEXT TO A SYMBOL INDICATES THAT THE FIXTURE'S HEIGHT A.F.F. (ALL HEIGHTS ARE CENTERLINE OF FIXTURE) ELECTRICAL LEGEND KEYNOTE LEGEND FLAT-PANEL TV OWNER. PROVIDE POWER, DATA & SUPPORT/MOUNTING BRACKET PER OWNER DIRECTION 1X4 CORNER TRIM FROM B.O.SIDING TO B.O.SOFFIT. MULTIPLE 15" DEEP CONT. STORAGE SHELVING. FLOOR DRAIN. VENT DRYER(S) TO EXT. BOULEVARD 60" LINEAR DIRECT VENT FIREPLACE-REF. MANUFACTURER INSTALLATION REQ. VENT FIREPLACE TO ROOF ABOVE. REF BUILDING ELEVATIONS & MANUFACTURER INSTALLATION INSTRUCTION. DASHED LINE DENOTES FOOTING BELOW. REF BUILDING SECTIONS & WALL SECTIONS. DESCRIPTIONNO. 100 101 102 105 106 110 116 117 3 1/2" RESIDENTIAL SPRING HINGES AND A POSITIVE LATCHING PASSAGE SET ON HALF DOOR. 120 7' WIDE FABRIC WRAPPED ACOUSTICAL PANEL ABOVE CABINETS TO CEILING.121 7' WIDE FABRIC WRAPPED ACOUSTICAL PANEL FROM FLOOR TO CEILING. (SEE DETAIL 9/A600) 122 SCHLUTER-SCHIENE SAME-HEIGHT TRANSITION EDGE BETWEEN LVT AND CARPETING IN BRASS. SEE DETAIL 7/A600. 123 GENERAL FLOOR PLAN NOTES GENERAL CONTRACTOR AND / OR SUBCONTRACTORS ARE RESPONSIBLE FOR EXAMINING AND CONFIRMING ALL SUBSTRATE CONDITIONS WHERE NEW MATERIALS ARE APPLIED. SUBSTRATE SHALL BE SMOOTH, FREE OF DEFECTS AND SHALL CONFORM TO THE REQUIREMENTS OF THE FINISHED MATERIAL MANUFACTURER'S RECOMMENDATION. DO NOT SCALE DRAWINGS. ALL DIMS TO BE FIELD VERIFIED. ARCHITECT TO BE NOTIFIED OF ANY DISCREPANCIES. THE WORD "ALIGN" AS USED IN THESE DOCS SHALL SUPERCEDE ANY DIMENSIONAL INFO INDICATED. IF DISCREPANCIES OCCUR, NOTIFY THE ARCHITECT IMMEDIATELY. TYPICAL DIMENSIONS ARE TO THE FACE OF WOOD STUD, OR TO CENTER LINE OF STUD. REFER TO PLAN DETAILS FOR ADDITIONAL DIMENSIONS. ALL ANGLES SHOWN ARE 45°, 90°, OR 135° UNLESS NOTED OTHERWISE. DO NOT SCALE THE DRAWINGS. WORKING FROM ESTABLISHED LINES AND POINTS, ESTABLISH AND MAINTAIN DEPENDABLE MARKERS FOR LINES AND LEVELS OF WORK. CALCULATE DIMS AND MEASURE FOR LAYOUT OF WORK. RECORD DEVIATIONS (IF ANY) FROM DWG INFO ON EXIST CONDITIONS AND REVIEW WITH ARCHITECT/ENGINEER AT TIME OF DISCOVERY. FOLLOW WRITTEN DIMS AND LAYOUT POINTS ONLY. CONTRACTOR SHALL EXERCISE SPECIAL CARE IN THE VERIFICATION OF ALL CONDITIONS AND DIMS IN THE LAYOUT OF HIS WORK THE ALIGNMENT IN COORDINATION OF HIS WORK ITSELF AND OTHER ADJACENT WORK IS OF PRIMARY IMPORTANCE AND SHALL TAKE PRECEDENCE OVER DIMENSIONS, ESPECIALLY THOSE INDICATED AS APPROXIMATE. CONTRACTOR SHALL LAY OUT AND VERIFY HIS WORK TO ENSURE ALIGNMENT AND FIT AND REPORT ANY DISCREPANCIES IMMEDIATELY TO HIS SUPERINTENDENT AND THE ARCHITECT BEFORE PROCEEDING OR PROCEED AT CONTRACTOR'S OWN RISK. 1 3 4 5 6 7 8 9 SLOPING CONCRETE SLAB TO FLOOR DRAINS IS OF PRIMARY IMPORTANCE AND SHOULD TAKE PRECEDENCE OVER DIMENSIONS, ESPECIALLY THOSE INDICATED AS APPROXIMATE. CONTRACTOR SHALL LAY OUT AND VERIFY HIS WORK TO ENSURE ALIGNMENT AND FIT, AND REPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE. 10 THE GENERAL CONTRACTOR IS TO PROVIDE PROTECTION TO ANY COMPLETED WORK, DURING CONSTRUCTION BY WHATEVER MEANS NECESSARY TO MAINTAIN ANY COMPLETED FINISHES IN NEW CONDITION TO THE POINT OF OWNER MOVE- IN AND ACCEPTANCE. ANY DAMAGED WORK, SCRATCHED, MARKED OR IN ANY WAY IMPAIRED MATERIAL FOUND BY THE OWNER'S WILL BE REPLACED AT NO EXTRA COST TO THE OWNER. 11 ALL PARTITIONS INDICATED ON THE FLOOR PLAN TO BE 2X4 WOOD STUD WITH 5/8" DRYWALL UNLESS NOTED OTHERWISE. 13 ALL WOOD IN DIRECT CONTACT WITH CONCRETE TO BE PRESERVATIVE ROT RESISTANT TREATED WOOD U.N.O. 18 SEE DOOR & FINISH SCHEDULE FOR ALL SCHEDULED DOORS, FRAMES TYPES , HARDWARE AND DETAILS. 19 ALL FOUNDATION WALLS IN EXCAVATED AREAS TO BEAR ON AND BE FORMED BY CLEANED, UNDISTURBED, VIRGIN SUB -SOIL. 22 ALL PENETRATIONS THROUGH RATED PARTITIONS (MECH, ELEC, AND PLUMB .) TO BE FILLED WITH FIRE SAFING INSUL AND FIRE STOP SEALANT PER UL DESIGNS INDICATED. 27 THE ROOF FRAMING, FLOOR FRAMING, AND BEAM SIZES WILL BE DESIGNED BY SUPPLIER SELECTED FOR PROJECT. 29 ALL EXTERIOR WINDOW AND DOOR HEADERS TO BE 2"X12"30 ALL BEDROOM FLOORING TO BE CARPET. ALL OTHER AREAS TO USE LVT FLOORING UNLESS NOTED OTHERWISE. 31 BSA LifeStructures 9365 Counselors Row Suite 300 Indianapolis, IN 46240-1478 ph 317.819.7878 fx 317.819.7288 www.bsalifestructures.com DESIGNEDDRAWNAPPROVEDBSALS PROJECT NO. KEYPLAN PLAN NORTH DATE D:\Users\DDurica\Documents\21730002-ARCH_BSALS_CENTRAL_v2018_DDurica.rvt10/23/2019 3:34:33 PM21730002 ApproverAuthorDesignerA101 ARCHITECTURAL AND DIMENSION FLOOR PLANS 10 -BED MEMORY CARE HOME STORY COTTAGE OCT 23, 2019 CLIENT PROJECT NO. - 21730002 1/4" = 1'-0"1 GROUND FLOOR - ARCHITECTURAL FLOOR PLAN - OVERALL 1 1/2" = 1'-0"5 SHINGLE & TRIM OUTSIDE CORNER 1 1/2" = 1'-0" 4 SHINGLE & TRIM INSIDE CORNER 1 1/2" = 1'-0"3 FIXTURE PENETRATION 1 1/2" = 1'-0"2 CALIFORNIA CORNER FRAMING DETAIL MARK DATE DESCRIPTION 06/04/20 Mike Sheeks Vent Hood5 A500 2 A500 4 A500 1 A500 3 A500 5 A600 +10' -0" +8' -6" +10' -0" +10' -0" +9' -0" +9' -0" +9' -0" +9' -0" +9' -0" +9' -0" +9' -0" +9' -0" +9' -0" +9' -0" +9' -0" +9' -0" +9' -0" +9' -0" +9' -0" +9' -0" +9' -0" +9' -0" +9' -0" 1" THICK FABRIC WRAPPED SPLINE - MOUNTED ACOUSTICAL PANELS WITH PERFORATED MINERAL-FIBER BOARD CORE -BASIS OF DESIGN: GOLTERMAN & SABO; Acousti-Tack ATM DIMENSIONS FOR REFERENCE ONLY, COORDINATE WITH OWNER 3' - 0"15' - 0" EQ. 8' - 0" EQ. 6 A600 Sim 1' - 6" 4' - 0" 4' - 0" 4' - 0" 1' - 6"LOCATION OF LIGHT FIXTURE ROUGH -IN, CENTERED IN ACOUSTICAL PANEL 8 A600 Sim BSA LifeStructures 9365 Counselors Row Suite 300 Indianapolis, IN 46240-1478 ph 317.819.7878 fx 317.819.7288 www.bsalifestructures.com DESIGNEDDRAWNAPPROVEDBSALS PROJECT NO. KEYPLAN PLAN NORTH DATE D:\Users\DDurica\Documents\21730002-ARCH_BSALS_CENTRAL_v2018_DDurica.rvt10/23/2019 3:34:37 PM21730002 ApproverAuthorDesignerA130 REFLECTED CEILING PLAN 10 -BED MEMORY CARE HOME STORY COTTAGE OCT 23, 2019 CLIENT PROJECT NO. - 21730002 MARK DATE DESCRIPTION 1/4" = 1'-0" 1 GROUND FLOOR - REFLECTED CEILING PLAN 06/04/20 Mike Sheeks SD UP 5 A500 2 A500 1 A500 + 116' - 11 1/8" ATTIC BEYOND ATTIC BEYOND ATTIC BEYOND ATTIC BEYOND 204 204 204 6' - 1 1/4"6' - 2 3/4" 15' - 9"16' - 0" 16' - 0" 15' - 8" EQEQ 10' - 0"6"SMOKE DETECTOR WH F 4x1 FLOURESCANT LIGHTS ALIGN W/ WALL BELOW - 5 A500 2 A500 4 A500 1 A500 3 A500 ATTICATTIC FURN. WH 111B 111C 111D 111E 109' - 11 1/8" 2C S MEZZANINE STORAGE -- A600 1 A600 2 COORDINATE TRUSS LOCATIONS WITH LIGHTING TO CENTER IN HALL BSA LifeStructures 9365 Counselors Row Suite 300 Indianapolis, IN 46240-1478 ph 317.819.7878 fx 317.819.7288 www.bsalifestructures.com DESIGNEDDRAWNAPPROVEDBSALS PROJECT NO. KEYPLAN PLAN NORTH DATE D:\Users\DDurica\Documents\21730002-ARCH_BSALS_CENTRAL_v2018_DDurica.rvt10/23/2019 3:34:41 PM21730002 ApproverAuthorDesignerA200 MEZZ/ATTIC PLAN 10 -BED MEMORY CARE HOME STORY COTTAGE OCT 23, 2019 CLIENT PROJECT NO. - 21730002 1/4" = 1'-0"1 MEZZANINE 1/4" = 1'-0" 2 MEZZANINE MARK DATE DESCRIPTION 06/04/20 Mike Sheeks ASPHALT SHINGLES WP ROOF SHEATING 15lb FELT ICE & WATER SHIELD EAVE FLASHING BY SHT. MTL. ROOFING CONT'R PRE-FAB WOOD TRUSSES @ 24" O.C. FASCIA BOARD CONT. SOFFIT VENT SMOOTH FCP SOFFIT A IRFLO W AIRF L OW W.P. . . AIR GAP 1" MIN. ROOF TRUSSES ROOF TRUSSES BLOC K I NG AS RE Q ' D E A SI DE ICE & WATER SHIELD. ON BOTH SIDES OF ALL RIDGES TYP. PLYWD. ROOF SHEATHING RIDGE VENT W/ WIND BAFFLE & RIDGE CAP SHINGES PROVIDE MIN.0.12 SQ FT OF NET FREE VENT AREA PER LINEAR FOOT @ RIDGE. ROOF SHINGLES FELT UNDERLAYMENT NOTE: NET FREE VENT AREA FOR RIDGE VENT SHALL NOT BE ANY GREATER THAN 50% OF THE TOTAL NET FREE VENT AREA. GUTTER ID W (WIDTH)D (DEPTH) 3/4".B (DEPTH) A (WIDTH)GUTTER "A" GUTTER "B" W (WIDTH SIZE): D (DEPTH SIZE): 4" 5" DOWNSPOUT ID: D.S. "A" (X" NOMINAL) D.S. "B" (X" NOMINAL) A (WIDTH SIZE): 4" 5" B (DEPTH SIZE): 3" 4" 2" 3" NOTE: SEE ELEVATIONS FOR GUTTER & DOWNSPOUT MATERIAL PLAIN RECTANGULAR DOWN SPOUT REMOVABLE H/D SCREEN GUTTER THICKNESS PER SMACNA TABLE 1-5 NOTE: EXPANSION JOINT COVER PLATE AND EXPANSION JOINT SIZED PER SMACNA .B . MIN PER SMACNA ROOFING NAILS FASTEND AT APPROXIMATELY 6" TO 10" ON CENTER (O.C.)SLOPEPERIMETER RAKE DRIP- EDGE FLASHING METAL(INSTALL OVER UNDERLAYMENT AT RAKE.) DOWNSLOPE PERIMETER EAVE DRIP-EDGE FLASHING METAL. FORMED DRIP-EDGE FASCIA BOARD OPTIONAL: GUTTER BRACKET K-STYLE GUTTER FABRICATED GUTTER SPACER, OR FERRULE AND SPIKE OPTIONAL: COMPATIBLE SEALANT RECOMMENDED ICE & WATER SHIELD NOTES: 1. PERIMETER DRIP EDGE METAL FLASHING IS SUGGESTED TO BE A MINIMUM OF 26- GAUGE PER-FINISHED/PAINTED GALVANIZED STEEL, 16-OZ. COPPER, .032-INCH THICK PER-FINISHED ALUMINUM, OR AN EQUIVALENT LONGEVITY, CORROSION-RESISTANT METAL. 2. THE PERIMETER ON THE ROOF DECK SHOULD PROVIDE A CONTINUOUS SOLID WOOD NAILING SURFACE OVER WHICH TO APPLY THE SHEET METAL DRIP -EDGE FLASHING. 3. THE VERTICAL-FACE FLANGE OF SHEET METAL DRIP-EDGE FLASHING SHOULD BE OF SUFFICIENT LENGHT TO PERMIT WATER TO DRIP OFF THE ROOF, AND INTO GUTTER (IF PRESENT), WITHOUT AFFECTING THE UNDERLYING CONSTRUCTION DURING TIMES OF NO WIND. 4. THE HORIZONTAL FLANGE (I.E. ROOF SIDE) OF SHEET METAL DRIP-EDGE FLASHING SHOULD EXTEND APPROXIMATELY 2" TO 3" MINIMUM ONTO THE ROOF. ASPHALT- SATURATED FELT,OR OTHER APPROVED UNDERLAYMENT PLAYWOOD OR STRUCTURAL WOOD SHEATHING TYP SIDING WALL CLADDING UNDERLAYMENT (By others. Lap over step flashing and up-turned roof underlayment.) METAL 'Z'-SHAPED COUNTERFLASHING STEPFLASHING (See Detail S-9 CRICKET VALLEYS SLOPED TO DRAIN WOOD-FRAMED AND SHEATHED CRICKET BENEATH MEMBRANE FLASHING GRANULATE-SURFACED MEMBRANE CRICKET FLASING PLY(S) (Extend upper end of flashing 18" min. upslope undre shiningles. See note 2.) NOTES : 1. Detail drawn showing laminated shingle. Also applies to other styles. 2. In cold climates, where snow and ice are common it is recommended as an ice-dam protection membrane at all potential ice damming locations such as develope eaves, valleys, crickets, around penetrations, and rake edges. Consult local Building code requirements. 3. A cricket flasing is recommended for rising walls and other through-roof prnetrations greater than 24" in width to prmote positive runoff. Extend flanges 6" minimun up wall and a minimum of 18" upslope (24" minimum is suggested in ice and snow regions). Consider holding course of shingle(s) upslope from back and upper side of cricket to promote drainage. 4. Sheet metal step flashings are suggested to be a minimum of 26-gauge pre-finished/painted galvanized steel, 16 oz.copper, .032-inch thick pre-finished aluminium, or an equivalent longevity non-corrisive metal. 5. Consider specifyng the extension of roofing underlayment vertically up the wall so that it is over lapped by the wall cladding underlayment. 6. Dimentions shown are recommended minimums and are intended to be approximate to allow for resonable tolerances due to field conditions. 7. The profile of specific components, their cofiguration or sequencing, can vary with the roof system, with climatic differences, and regional or area practices. DOWNSLOPE PERIMETER EAVE DRIP-EDGE FALSHING METAL (Install underneath underlayment at eave.) LEADING EDGE PLUS STARTER COURSE START FIRST COURSE WITH FULL SHINGLE TYPICAL EXPOSURE PER SHINGLE MFGR. 4" MINIMUM END LAP 2" MINIMUM SIDE LAP SECURE WITH CODE-REQUIRED NUMBER OF NAILS SELF-ADHERED ICE & WATER MEMBRANE (extend minimum 24" inside exterior wall line. SELF-ADHERED ICE & WATER MEMBRANE AT ALL VALLEYS TYP. APPROXIMATELY 6" LAP ASPHALT-SATURATED FELT, OR OTHER APPROVED UNDERLAYMENT NOTES: 1. AN ICE & WATER PROTECTOR MEMBRANE AS AN ICE-DAM PROTECTION MEMBRANE AT ALL POTENTIAL ICE DAMMING LOCATIONS SUCH AS DOWNSLOPE EAVES, VALLEYS, CIRECKETS, ARROUND PENETTRATIONS , AND RAKE EDGES. AT DOWNSLOPE ROOF PERIMETERS IT IS RECOMMENDED TO EXTEND THE ICE DAM PROTECTION MEMBRANE 24" MIN. UPSLOPE FROM EXTERIOR WALL. 2. RECOMMENDED MINIMUM SLOPE FOR INSTALLATION OF ASPHAT SHINGLES IS 4:12, IF ONLY ONE LAYER OF NO.15 ASPHALT SATURATED FELT OR OTHER APPROVED WATER-SHEDDING UNDERLAYMENT, SUCH AS IKO STORMTITE,IS SPECIFIED. FOR ROOF SLOPES LESS THAN 4:12 A MINIMUM OF TWO LAYERS OF UNDERLAYMENT IS TO BE INSTALLED "SHINGLE" FASHION WITH A 17"EXPOSURE AND 19" SIDELAP. SHINGLES NOT RECOMMENDED FOR SLOPES LESS THAN 2:12. 24" (See Note 2.) L.P EAVE EL. 112'-4" D.S. "A" 3 1 4 4 3 D.S. "A" L.P EAVE EL. 109'-111/8" GUTTER "A" L.P EAVE D.S. "A" EL. 116'-6 9/16" GUTTER "A" 4 3 6 4 1 D.S. "B" GUTTER "B" L.P EAVE EL. 109'-11 1/8" 3 5 1 2 4 L.P EAVE EL. 109'-11 1/8"3 1 8 2 5 4 3 GUTTER "A" 8 3 4 3 2 1 L.P EAVE EL. 109'-11 1/8" GUTTER "A"GUTTER "A" GUTTER "A" L.P EAVE EL. 109'-11 1/8" GUTTER "A" 4 2 1 H.P RIDGE #4 EL. 118'-3 3/8" 5 3 4 2 1 H.P RIDGE #4 EL. 120'-6 11/16" H.P RIDGE #1 EL. 122'-7 9/16"RIDGEL.P . EAVE EL. 118'-3 3/8" GUTTER "B" D.S. "B" 4 H.P RIDGE #1 EL. 116'-15/8" SLOPE DOWN APPROX. 5:12 RIDGESLOPE DOWN APPROX. 5:12 3 2 8 5 SLOPE DOWN APPROX. 5:12 SLOPE DOWN APPROX. 5:12 10 2 5 3 8 H.P RIDGE #3 EL. 118'6 9/16"SLOPEDOWNAPPROX.9:12SLOPEDOWNAPPROX.9:12EL. 109'-11 1/8" D.S "A" D.S "A" GUTTER "A" D.S "A" VA L LEY VALL E Y SLOPEDOWNAPPROX.9:12SLOPEDOWNAPPROX.9:12SLOPE DOWN SLOPE DOWN 3 8 5 3 RIDGESLOPEDOWNAPPROX.9:12SLOPEDOWNAPPROX.9:125 3 8 H.P RIDGE #6 EL. 115'-7 1/2" D.S "A" SLOPE DOWN SLOPE DOWN D.S "A" D.S "A"SLOPEDOWNAPPROX.9:12SLOPEDOWNAPPROX.9:12VAL L EY A600 1 A600 2 SLOPEICE & WATER SHIELD EXTENDED 24" PAST INSIDE FACE OF EXTERIOR WALL ROOFING NAILS FASTEND AT APPROXIMATELY 6" TO 10" ON CENTER (O.C.) PERIMETER RAKE DRIP-EDGE FLASHING METAL (INSTALL OVER UNDERLAYMENT AT RAKE.) DOWNSLOPE PERIMETER EAVE DRIP-EDGE FLASHING METAL (INSTALL UNDEMEATH UNDERLAYMENT AT EAVE. TRIM AND BEND IN END AT CORNER TO FORM CLOSED.) FORMED DRIP-EDGE FASCIA BOARD NOTES: 1. A SELF-ADHERING ICE & WATER MEMBRANE TO BE INSTALLED AT ALL POTENTIAL ICE DAMMING LOCATIONS SUCH AS DOWNSLOPE EAVES, VALLEYS, CRICKETS, AROUND PENETRATIONS, AND RAKE EDGES. AT DOWNSLOPE ROOF PERIMETERS IT IS RECOMMENDED TO EXTEND THE ICE DAM PROTECTION MEMBRANE 24" MIN. UPSLOPE FORM EXTERIOR WALL. 2. THE PERIMETER OF THE ROOF DECK SHOULD PROVIDE A CONTINUOUS SOILD WOOD NAILING SURFACE OVER WHICH TO APPLY THE SHEET METAL DRIP-EDGE FLASHING. 3. THE VERTICAL-FACE FLANGE OF SHEET METAL DRIP-EDGE FLASHING SHOULD BE OF SUFFICIENT LENGTH TO PERMIT WATER TO DRIP OFF THE ROOF WITHOUT AFFECTING THE UNDERLYING CONSTRUCTION DURING TIMES OF NO WIND. 4. THE HORIZONTAL FLANGE (I.E., ROOF SIDE) OF SHEET METAL DRIP-EDGE FLASHING SHOULD EXTENDED APPROXIMATELY 2" TO 3" MINIMUM ONTO THE ROOF. 5. INCOLD CLIMATES, CONSIDER INSTALLATION OF AN ISOLATOR SHEET (E.G., A STRIP OF ASPHALT-SATURATED FELT) BETWEEN THE WOOD ROOF DECK AND SHEET METAL FLASHING FLANGE(S) TO MINIMIZE POTENTIAL FOR CONDENSATION AND RESULTING DECAY. EXAMPLE: METAL FLASHING WITH STORM COLLAR EXAMPLE: PRE-FABRICATED FLASHING COLLAR ALTERNATE: SEPARATE SOFT METAL FLASHING CAP,INTO PIPE APPROX 1" ALTERNATE: SEPARATE SOFT METAL FLASHING CAP, FASTEN THROUGH UPSLOPE FLANGE (I.E., BLIND-NAIL.) TO SECURE VENT FLASHIN DRAWBBAND COMPLETBLE SEALANT STOR COOLER METAL PIPE FLASHING SOIL STACK PIPE (PLUMBING VENT.) LEAD OR OTHER SOFT METAL PIPE FLASHING (TURN DOWN INTO SOIL STACK APPROXIMATELY 1".) NOTES: 1. SOIL PIPE STACKS SHOULD EXTEND A MINIMUM OF 8" ABOVE ROOF SURFACE. 2. IF EXPOSED FASTENERS ARE PLACED THROUGH VENT'S DOWNSLOPE FLANGE, THEY SHOULD BE WEATHERTIGHT, GASKETED FASTENERS (E.G., RING-SHANK NAILS OR SCREWS). 3. IT MAY BE THAT THE LAYOUT OF THE SOIL PIPE PENETRATION OCCURS IN SUCH A WAY THAT AN ASPHALT SHINGLE BUTT-END JOINT, OR SHINGLE TAB CUTOUT, ALIGNS WITH THE EDGE AND/OR BACK OF THE METAL FLASHING'S FLANGE. IN THIS CASE, INSTALL A PRESSURE-SENSITIVE SELF-ADHERED MODIFIED-ASPHAL MEMBRANE TO STRIP-IN THE SIDES AND BACK OF THE METAL FLASHING FLANGE TO EFFECTIVELY EXTEND THESE FLANGES. CLADDING (FIBER-CEMENT LAP CLADDING SHOWN. LAP 2" MINIMUM OVER STEP FLASHING AND MAINTAIN ABOVE ROOF SURFACE. SEE METAL COUNTERFLASHING DETAIL) WALL CLADDING UNDERLAYMENT(LAP OVER STEP FLASHING AND UP-TURNED ROOF UNDERLAYMENT.) EXTENSION OF ICE & WATER SHIELD (TURNED UP AT WALL.) APRON FLASHING VERTICAL FLANGES (APPROXIMATELY 4", AND SAME UPSLOPE.) APRON FLASHING DOWNSLOPE FLANGE (APPROXIMATELY 5".(FABRICATE WITH HEMMED EXPOSED/LEADING EDGES.)) STEP FLASHING (EXTEND BOTTOM PIECE PAST CORNER. (OPTIONAL: INJECT SEALANT INTO CORNER.) APRON FLASHING SIDE FLANGE(4" MINIMUM EXTENSION PAST CORNER.) METAL STEP FLASHING APRON FLASHING SHOP FORM FLASHING WITH SOLDERED CORNERS HEMMED EDGES NOTES: 1. SHEET METAL STEP AND APRON FLASHINGS ARE SUGGESTED TO BE A MINIMUM OF 26-GAUGE PRE-FINISHED/PAINTED GALVANIZED STEEL 16 OZ. COPPER, .032-INCH THICK PRE-FINISHED ALUMINNUM, OR AN EQUIVALENT LONGEVITY NON-CORROSIVE METAL. 2. VERTICAL FLANGE OF STEP FLASHING SHOULD BE LAPPED A MINIMUM OF 2". SHEET METAL COUNTERFLASHING MAY BE OPTIONAL WHERE WALL CLADDING OR SIDING OVERLAPS STEP FLASHING. 3. EXTEND ROOFING UNDERLAYMENT VERTICALLY UP THE WALL SO THAT IT IS OVERLAPPED BY THE WALL CLADDING UNDERLAYMENT. KEYED ROOF PLAN NOTES 1. ICE & WATER SHIELD. 2. ASPHALT SHINGLE. 3. MTL DRIP EDGE AT ROOF EDGE. SEE DIAGRAM 9 / A300. 4. MTL DRIP EDGE WITH K-STYLE GUTTER AT ROOF EDGE. SEE DIAGRAM 8 / A300. 5. RIDGE VENT. SEE DETAIL 3 / A300. 7. PIPE STACK. REF PLUMB FOR SIZE AND LOCATION. SEE DETAIL. 10 / A300 AND DIAGRAM. 8. SEE DIAGRAM 11 / A300 FOR APRON AND STEP FLASHING AT SIDEWALL AND DORMERS. 10. FIREPLACE FLUE. REF BUILDING SECTION ON A500 FOR REQ'D HEIGHT. REF MANUFACTURER'S INSTALLATION INSTRUCTIONS. X GENERAL ROOFING PLAN NOTES ALL SHEET METAL TO BE INSTALLED IN ACCORDANCE WITH SMACNA STANDARDS.1. REF. SHADED AREA ON ROOF PLAN. PROVIDE ICE & WATER SHIELD MEMBRANE UNDERLAYMENT AT: 2. 1. EAVES - FROM EDGE OF GUTTER OVERHANGE AND EXTEND UP ON TO ROOF 24" PAST INSIDE FACE OF INTERIOR WALL. 2. ROOF VALLEYS-PROVIDE FOR FULL MATERIAL WIDTH OF MEMBRANE (36" WIDE) CENTER ON VALLEY FOR ENTIRE LENGHT. 3. ROOF RIDGES - ON BOTH SIDES OF RIDGE VENT AT ROOF RIDGES. 4. DORMERS & SIDEWALLS - ON ROOF AT SIDE & DORMER WALLS. TURNED AND EXTENDED UP WALL. 5. RAKE, EDGES - ALONG THE RAKE EDGE EXTENDED UP ONTO ROOF 24" PAST INSIDE FACE OF INTERIOR WALL. 6. ALONG EVERY WALL CHIMNEY, & ROOF PENETRATION WHERE FLASHING WILL BE INSTALLED BSA LifeStructures 9365 Counselors Row Suite 300 Indianapolis, IN 46240-1478 ph 317.819.7878 fx 317.819.7288 www.bsalifestructures.com DESIGNEDDRAWNAPPROVEDBSALS PROJECT NO. KEYPLAN PLAN NORTH DATE D:\Users\DDurica\Documents\21730002-ARCH_BSALS_CENTRAL_v2018_DDurica.rvt10/23/2019 3:34:47 PM21730002 ApproverAuthorDesignerA300 ROOF PLAN 10 -BED MEMORY CARE HOME STORY COTTAGE OCT 23, 2019 CLIENT PROJECT NO. - 21730002 1 1/2" = 1'-0"2 EAVE DETAIL 1 1/2" = 1'-0"3 RIDGE VENT 1 1/2" = 1'-0"5 GUTTER SIZING DETAIL 1 1/2" = 1'-0"8 DRIP-EDGE METAL & GUTTER 1/2" = 1'-0"6 CRICKET VALLEYS@CHIMNEYS 3/16" = 1'-0"7 ICE DAM @ VALLEY & EAVE 1/8" = 1'-0"1 ROOF PLAN 1 1/2" = 1'-0"9 DRIP-EDGE METAL 1 1/2" = 1'-0"10 SOIL PIPESTACK 1 1/2" = 1'-0"11 APRON & STEP FLASHING MARK DATE DESCRIPTION 06/04/20 Mike Sheeks B.O.F. 96' - 4" GROUND 100' - 0" MEZZANINE 109' - 11 1/8" 5 A500 4 A500 3 A500 118' - 3 3/8" 109' - 11 1/8" 120' - 6 3/4" 122' - 10 5/8" 121' - 3 3/8" 118' - 6 5/8" 111' - 8 3/8" BLACKED OUT GLASS AT ALL DORMER WINDOWS ASPHALT SHINGLE DASHED LINE DENOTES LOCATION OF FLASHING, TYP. REF. A2.10 ROOF DETAILS FIBERBOARD TRIM FIBER COMPOSITE PANEL PREFIN. SHEETMETAL GUTTERS & D.S GFRC OR OTHER APPOVED MATERIALS REF. FRONT PORCH COLUMN DETAILS SH 4050 SH 3060 101 SH 3060 F 4050 SH 3060 101 101 101 FIBER COMPOSITE PANEL RIDGE VENT ASPHALT SHINGLE SHEET METAL AWNING PREFIN. SHEETMETAL GUTTERS &D.S FIBERBOARD TRIM FIBERBOARD TRIM FIBER COMPOSITE PANEL SIDING HOSE BIB B.O.F. 96' - 4" GROUND 100' - 0" MEZZANINE 109' - 11 1/8" 5 A500 4 A500 3 A500 118' - 6 5/8" 122' - 10 5/8" 116' - 6 5/8" 122' - 7 5/8" F 4060 SH 3060 SH 3060 SH 3056SH 3056 116' - 1 5/8" RIDGE VENT ASPHALT SHINGLE PREFIN. SHEETMETAL GUTTER & D.S FIBERBOARD TRIM WEATHERPROOF HOSE BIBB, REF. PLAN 101 101 DASHED LINE DENOTES LOCATION OF FLASHING, TYP. REF. A2.10 ROOF DETAILS FIBERBOARD TRIM DASHED LINES DENOTES LOCATION OF FLASHING,TYP. REF. A2.10 ROOF DETAIL 101 101 RIDGE VENT ASPHALT SHINGLE FIBER CEMENT SIDING FIBER COMPOSITE PANEL 101 FIBER BOARD TRIM APPR O X . SH 3060 SH 3060 BSA LifeStructures 9365 Counselors Row Suite 300 Indianapolis, IN 46240-1478 ph 317.819.7878 fx 317.819.7288 www.bsalifestructures.com DESIGNEDDRAWNAPPROVEDBSALS PROJECT NO. KEYPLAN PLAN NORTH DATE D:\Users\DDurica\Documents\21730002-ARCH_BSALS_CENTRAL_v2018_DDurica.rvt10/23/2019 3:34:53 PM21730002 ApproverAuthorDesignerA401 EXTERIOR ELEVATIONS 10 -BED MEMORY CARE HOME STORY COTTAGE OCT 23, 2019 CLIENT PROJECT NO. - 21730002 1/4" = 1'-0"2 SOUTH ELEVATION 1/4" = 1'-0"1 NORTH ELEVATION MARK DATE DESCRIPTION 06/04/20 Mike Sheeks B.O.F. 96' - 4" GROUND 100' - 0" MEZZANINE 109' - 11 1/8" 2 A500 1 A500 SH 3060 SH 3060 SH 3060 SH 3060SH 3060 112 2.5:122.5:12 F 3012F 3012 F 3012 F 3012F 3012 2' - 1 1/4"2' - 1 1/4"SH 3056 SH 3056 SH 3056 SH 3056 DASHED LINE DENOTES FLASHING, TYP. REF. DETAILS ON A2.10 ROOF PLAN 122' - 7 5/8" 112' - 9 3/8" 116' - 6 5/8" RIDGE VENT ASPHALT SHINGLE PREFIN. SHEETMETAL GUTTER & D.S FIBER CEMENT SIDING 101 A PPR OX.APPROX. 111' - 3" 101 FIBER CEMENT SIDING 9"DASHED LINE DENOTES FLASHING, TYP. REF. DETAILS ON A2.10 ROOF PLAN PREFIN. SHEETMETAL GUTTERS & D.S FIBER CEMENT SIDING 101 101 FIBER CEMENT SIDING PREFIN. SHEETMETAL GUTTERS & D.S 101 FP VENT BRICK 121' - 3 3/8" SH 3060 109' - 11 1/8" 104 B.O.F. 96' - 4" GROUND 100' - 0" MEZZANINE 109' - 11 1/8" 2 A500 1 A500 122' - 10 5/8" FIBER CEMENT SIDING 101 RIDGE VENT FIBERBOARD TRIM FIBER CEMENT SIDING FIBERBOARD TRIM 2' - 1 1/4"2' - 1 1/4"SH 3060 SH 3060 SH 3060 SH 3060 SH 3060 SH 3060 SH 3060 SH 3060 124 101 WEATHERPROOF HOSE BIBB, REF. PLAN FIBERBOARD TRIM ASPHALT SHINGLE RIDGE VENT PREFIN. SHEETMETAL GUTTERS & D.S 101 109' - 11 1/8" 5 A600 BSA LifeStructures 9365 Counselors Row Suite 300 Indianapolis, IN 46240-1478 ph 317.819.7878 fx 317.819.7288 www.bsalifestructures.com DESIGNEDDRAWNAPPROVEDBSALS PROJECT NO. KEYPLAN PLAN NORTH DATE D:\Users\DDurica\Documents\21730002-ARCH_BSALS_CENTRAL_v2018_DDurica.rvt10/23/2019 3:35:00 PM21730002 ApproverAuthorDesignerA402 EXTERIOR ELEVATIONS 10 -BED MEMORY CARE HOME STORY COTTAGE OCT 23, 2019 CLIENT PROJECT NO. - 21730002 1/4" = 1'-0"1 EAST ELEVATION 1/4" = 1'-0"2 WEST ELEVATION MARK DATE DESCRIPTION 06/04/20 Mike Sheeks B.O.F. 96' - 4" GROUND 100' - 0" MEZZANINE 109' - 11 1/8" 5 A500 4 A500 3 A500 APPR O X . 4 1 /2" /1/2" APPRO X . 4 1/2 " /1/2 " 4 1/ 2 " / 12" 4 1 /2" / 12" B.O.F. 96' - 4" GROUND 100' - 0" MEZZANINE 109' - 11 1/8" 2 A500 1 A500 RIDGE VENT 113 113 SH 3060 112 RIDGE VENTDORMER TRUSS BEARING 118' 0 5/8" 105 B.O.F. 96' - 4" GROUND 100' - 0" MEZZANINE 109' - 11 1/8" 2 A500 1 A500 DORMER TRUSS BRG PT 118' 0 5/8" B.O.F. 96' - 4" GROUND 100' - 0" MEZZANINE 109' - 11 1/8" 5 A500 4 A500 SH 3056SH 3056 113 GROUND 100' - 0" MEZZANINE 109' - 11 1/8" 2 A500 MIN 6' CLEARANCE STAIR TREAD TO CIELING MUST BE MAINTAINED 4' - 0"16 TREADS @ 11"/ TREAD=14'-8" STAIR TO BE FINISHED WITH WOOD GRADE FLOOR PAINT FINAL RAILING HEIGHT AFF BETWEEN 34" AND 38" MAINTAIN 36" CLEAR LANDING 3' - 0"9' - 11 1/8"17 RAISERS @7"/ RISER=1' - 0" KEYNOTE LEGEND ATTIC ACCESS DOOR TYP, SIZE, AND LOCATION TO BE VERIFIED W/ OWNER. DESCRIPTIONNO. 113 204 PROVIDE ROOF CAVITY INSULATION VENTS WHERE GYP. BD. CEILING PREVENTS ATTIC AIRFLOW. BSA LifeStructures 9365 Counselors Row Suite 300 Indianapolis, IN 46240-1478 ph 317.819.7878 fx 317.819.7288 www.bsalifestructures.com DESIGNEDDRAWNAPPROVEDBSALS PROJECT NO. KEYPLAN PLAN NORTH DATE D:\Users\DDurica\Documents\21730002-ARCH_BSALS_CENTRAL_v2018_DDurica.rvt10/23/2019 3:35:09 PM21730002 ApproverAuthorDesignerA500 BUILDING SECTIONS 10 -BED MEMORY CARE HOME STORY COTTAGE OCT 23, 2019 CLIENT PROJECT NO. - 21730002 3/16" = 1'-0"2 BUILDING SECTION-2 3/16" = 1'-0"4 BUILDING SECTION-4 3/16" = 1'-0"5 BUILDING SECTION-6 3/16" = 1'-0" 1 BUILDING SECTION-1 3/16" = 1'-0" 3 BUILDING SECTION-3 MARK DATE DESCRIPTION 06/04/20 Mike Sheeks 10'-2 1/8"6'-8 1/2"3'-8" 2'-2 3/8"8'-9 7/8" 11'-8 3/8"7'-10 1/2"8" 2'-2 3/8" 7' 1/4"6'-7 1/2"1'-11" 1'-11" 11" 2'-4" 14'-10"4'-0-1/2" R.O.3'--6 1/2" 11/2" CAVITY 10 1/8"4'-6 1/2" R.O.10'-2 5/8"2'-2" LEVEL 1 - FF 100'-0" TRUSS BRG. PT. 110-2 5/8" BOT. FTG. 96'-4" BOT. FTG. 96'-4" DORMER RIDGE SEE ROOF PLAN RIDGE #1 SEE ROOF PLAN ATTIC ASPHALT SHINGLES ON BLDG. FELT UNDERLAYMENT ON 5/8" EXTER. GR. PLYWD. TRUSS BRG. PT. 110-2 5/8" SINGLE HUNG VINYL WINDOW / "BLACKED OUT" SINGLE PANE GLAZING 4" COMOSITE WINDOW TRIM (PAINT) ASPHAPLT SHINGLES ON ICE & WATER SHILED UNDERLAYMENT ON 5/8" EXTR. GR. PLYWD. PREFIN. SHT. MTL. GUTTER 12" COMPOSITE TRIM COMPOSITE CROWN MOULD GPM-165 (PAINT) SMOOTH FINISH FIBRE CEMENT FASICA & SOFFIT PANELS (PAINT) OVER 1/2" WOOD SHEATHING AT BEAM COVER BEAM, PER STRUCT. COLUMN, PER STRUCT. VENTED GGRFC TRAPPED COLUMN COVER W/ BASE & CAPITAL CAULK COLUMN BASE AT PERIMETER PRECAST CONCRETE CAP FACE BRICK VENEER W/ MAS. TIES AT 16" O.C. EA. WAY ON WEATHER RESISTANT BARRIER ON 1/2" WD. SHTHG. W/ 2X4 WD. STUD FARMING AT 16" O.C. LAWN 8" CMU COLUMN W / STEEL RENIFORCING, CONCRETE COLUMN FOOTING RIDGE VENT, SEE ROOF PLAN RIDGE VENT , SEE ROOF PLAN ENGINEERED PRE-FAB 2x WOOD TRUSSES AT 24" O.C. DORMER FRAMING R.O. AT HEAD BUILT UP 2x WD. LINTEL, PER STRUCT. BUILT UP WD. HEADERS, PER STRUCT. LIGHT FIXTURE, SEE REFLECTEDD CLG. PLAN SMOOTH FINISH FIBER CEMENT SOFFIT PANEL (PAINT) 2x4 WOOD FRAMING AT 16" O.C. 4" CONC. PAD ON 4" COMPACTED GRANULAR BASE LEVEL 1 - FF 100'-0"3'-8" BRICK SHEL 8" BELOW FINISH FLOOR COMPOSITE CROWN MOULD GPM-58( PAINT) STEEL ANGLE BRICK SHELF, PER STRUCT. SINGLE HUNG VANYL WINDOW W/ 1/2" INSUL. GLASS CONC. FOOTING, 10" CMU FOUNDATION WALL GROUT SOLID W/ STEEL REIFORCING , R-10 RIGD INSUL. AT FDN. PERIMETER VERTICAL 2'-0" HIGH MIN. R-42 INSUL. ENGINEERED PRE-FAB 2x WOOD TRUSSES AT 24" O.C. 1/2" GYPSUM BD. ON VAPOR BARRER 1/2" GYPSUM BD. 2x4 WOODFRMING AT 16" O.C. R-13 KRAFT FACE BATT INSUL. LINTEL, PER STRUCT. 1x WOOD TRIM (PAINT) AT PERIMETER SILL, JAMBS & HEAD, TYP. WOOD TRIM CASING APRON, JAMBS & HEAD (PAINT) 2x4 WD. FRAMING AT 16" O.C. R-13 KARFT FACE BATT INSUL. 1/2" GYPSUM BD. SILL SEALER WOOD BASE GPM-503 (PAINT) FLOOR FINISH-SEE SCHEDULE 4"CONC.SLAB ON GRADE ON VAPOUR BARRER ON 12"PEA GRAVEL FILL BUILTUP WC. HEADERS, PER STRUCT. ENGINEERED PRE-FAB 2x WOOD TRUSSES AT 24" O.C. MAIN ROOF FRAMING R.O. AT SILL 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 2 4 A504 1 SIM. A504 2 SIM. A504 3 SIM. A504 4 SIM. A300 3 8". CMU FIBER CEMENT PANEL SIDING LAPPED ON 1" ZIP SYSTEM INSULATED R-SHEATHING (R-3.6) 2 4 2 42 4 2 4 2 4 2 4424242424 24242422X4 WOOD STUD FRAMING WOOD POST FACE BRICK VENEER W/ MASSONARY TIES ON WEATHER RESISTANT BARRER ON 1/2" WOOD SHEATHING 2'-4"2'-4" VENTED GFRC TAPERED COLUMN COVER W/ BASE & CAPITAL WOOD POST MEMBRANE FLASHING AT CAP STONE FOR COLUMN BASE PRECAST CONCRETE CAP 2'-7" 2'-7"10 12 ASPHALT SHINGLES ON BLDG FELT UNDERLAYMENT ON 5/8" EXTR. GR. PLYWD. ASPHALT CAP SHINGLES AT DORMER RIDGES &HIPS, TYPICAL SINGLE HUNG VINYL WINDOW W/ "BLACKED OOUT" SINGLE PANE GALZING MTL. STEP FLASHING AT DORMER SIDES SMOOTH FINISH FIBRE CEMENT PANE S (PAINT) BASE FLASHING AT DORMER SILL F 2840 1 A501 Sim 5 A501 Sim 8".RIDGE VENT, SEE ROOF PLAN ENGINERED PRE-FAB 2x WOOD TRUSSES AT 24" O.C. ATTIC RIDGE #1 SEE ROOF PALN DORMER RIDGE SEE ROOF PLAN DORMER TRUSS BRG PT 118'-1 1/8" ASPHALT CAPSHINGLES AT DORMER RIDGES & HIPS, TYP. ASPHALT SHINGLES ON BLDG. FELT UNDERLAYMENT ON 5/8' EXTR. GR. PLYWD. SMOOTH FIBRE CEMENT PANEL SIDING RETURN AT CORN RS, TYP. FIBRE CEMENT PANEL SIDING LAPPED ON 1" ZIP SYSTEM INSULATED R-SHEATHING (R 3.6) DORMER ELEVATION PREFIN. SHT. MTL. CURB PROFILE AT DORMER SIDES AND FRONT AT MAIN ROOF ASPHALT SHINGLES ON ICE & WATER SHIELD UNDERLAYMENT ON 5/8" EXTER. GR. PLYWD. ENGINEERED PRE-FAB 2x WOOD TRUSSES AT 24" O.C. 4 A501 A300 3 BSA LifeStructures 9365 Counselors Row Suite 300 Indianapolis, IN 46240-1478 ph 317.819.7878 fx 317.819.7288 www.bsalifestructures.com DESIGNEDDRAWNAPPROVEDBSALS PROJECT NO. KEYPLAN PLAN NORTH DATE D:\Users\DDurica\Documents\21730002-ARCH_BSALS_CENTRAL_v2018_DDurica.rvt10/23/2019 3:35:13 PM21730002 ApproverAuthorDesignerA501 WALL SECTIONS 10 -BED MEMORY CARE HOME STORY COTTAGE OCT 23, 2019 CLIENT PROJECT NO. - 21730002 1/4" = 1'-0" 1 TYP FRONT PORCH SECTION 1/4" = 1'-0"2 DETAIL AT PORCH COL BASE 1/4" = 1'-0"3 DETAIL AT PORCH COL COVER 1/4" = 1'-0"4 DORMER FRONT ELEVATION 1/4" = 1'-0" 5 DORMER SIDE ELEVATION SCALE 3/4" = 1' -0" SCALE 3/4" = 1'-0" SCALE 3/4" = 1'-0" SCALE 3/4 = 1'-0" SCALE 3/4" = 1'-0" MARK DATE DESCRIPTION 06/04/20 Mike Sheeks TRUSS BRG. PT. 109'-1 1/8" LEVEL 1-FF 100'-0" BOT. FTG. 96'-4" TRUSS BRG. PT. 110'-2 5/8" BOT. FTG. 96'-4" FOR TYPICAL FASCIA NOTES SEE SECTION 3/A8.2 COMPOSITE CROWN MOULD GPM-165 (PAINT) BEAM, PER STRUCT. WOOD POST W/ CONCRETE FOOTING PER STRUCT. FCP PANELS WRAP 2x4 WD.FRAMING SMOOTH FINISH FIBER CEMENT SOFFIT PANELS SMOOTH FINISH FIBER CEMENT FASCIA (PAINT) OVER 1/2" WOOD SHEATHING AT BEAM COVER 2x4 WOOD FRAMING AT 16" O.C. ENGINEERED PRE-FAB 2x WOOD TRUSSES AT 24" O.C. MIN. R-42 INSUL. 1/2" GYPSUM B.D. ON VAPOUR BARRER EXTEND VAPOUR BARRER DOWN TO EXTERIOR CEILING INTERIOR SEE SECTION 3/A8.2 FOR TYPICAL NOTES 10'-2 5/8"7'-8"E SOPE 8" A504 9 SIM. 7 A502 8 A5029'-1 1/8".1/2" GYPSUM BD. ON VAPOUR BARRER 2x4 WOOD FRAMING AT 16" O.C. R-13 KRAFT FACE BATT INSUL. UPPER STORAGE 1/2" GYPSUM BD. WOOD BASE 3/4" T&G PLYWD. 2x10 WOOD FLOOR JOIST AT 16" O.C. 1/2" GYPSUM BD. KITCHEN/ TOILETS/ BEDROOMS/ ETC. 2x4 WD. FRAMING AT 16" O.C. SOUND BATT INSUL. 1/2" GYPSUM BD.-EACH SIDE WOOD BASE GPM-503 (PAINT) 4" CONC. SLAB ON GRADE PER STRUCT. ON VAPOUR BARRER ON 12" PEA GRAVEL FILL CONC. FOOTING, MIN. R-42 ISULATION 9'-11 1/8"2 4 2 4 2 4 2 4 2 4 2 4 UPPER STORAGE LEVEL 109'-11 1/8" LEVEL 1-FF 100'-0" 2 4 2 4 2 4 2 4 2 4 2 4 TRUSS BRG PT. 109'-1 1/8" LEVEL 1-FF 100'-0" BOT. FTG. 96'-4" CONC. FOOTING, R-10 RIDGE INSUL. AT FDN. PERIMETER VERTICAL 2'-0" HIGH 4"CONC. SLAB ON GRADE ON VAPOUR BARRER ON 12" PEA GRAVEL FILL WOOD BASE GPM-503 (PAINT) SILL SEALER 1/2" GYPSUM BD. R-13 KRFT FACE BATT INSUL. 2x4 WOOD FRAING AT 16" O.C. WOOD TRIM CASING (PAINT) APRON, JAMBS & HEAD 1x WOOD TRIM (PAINT) AT PERIMETER SILL, JAMBS & HEAD, TYP. BUILT UP 2x WD. LINTEL, PER STRUCT. R-13 KRFT FACE BATT INSUL. 1/2" GYPSUM BD. ON VAPOUR BARRER MIN. R-42 INSULATION ATTIC AIR VENTILATION BAFFLE ENGINEERED PRE-FAB 2x WOOD TRUSSES AT 24/" O.C. ATTIC 12 VARIES -SEE ROOF SLOPE ASPHALT SHINGLES ON ICE & WATER SHIELD UNDERLAYMENT ON 5/8" EXTER. GR. PLYWD. CONTINIOUS SIFFIT VENT 12" COMPOSITE FASICA TRIM (PAINT) ON 2x WD. TRIM PREFIN. SHT. MTL. GUTTER SMOOTH FINISH FIBER CEMENT SOFFIT PANEL 4" COMPOSITE TRIM WINDOW HEAD FLASHING 4" COMPOSITE WINDOW TRIM (PAINT) PREFIN SHT. MTL. DOWNSPOUT BEYOND SINGLE HUNG VINYL WINDOW W/ 1/2" INSUL. GLASS WINDOW SILL FLASHING 4" COMPOSITE WINDOW TRIM (PAINT) FIBER CEMENT PANEL SIDING LAPPED ON 1" ZIP SYSTEM INSULATED R-SHEATHING (R3.6) PREFIN SHT. MTL. FLASHING AT SILL FINISH GRADE SPLASH BLOCK 8" CMU FOOUNDATION WALL GROUT SOLID9'-1 1/8" 6'-8 1/2"3'-8" 8"10"1'-1" A504 1 SIM. A504 9 SIM.2'-2". 4'-6 1/2" R.O.COMPOSITE FASICA TRIM SHT. MTL. FLASHING RETURN ROOF SHINGLES ON TO EAVE RETURN PREFIN. SHT. MTL. GUTTER COMPOSITE FASICA TRIM 2'-0" 5 A502 TRUSS BRG. PT. EL: 109'-1 1/8" 10" COMPOSITE TRIM SHT. MTL. FLASHING ASPHALT SHINGLES ON ICE & WATER SHIELD UNDERLAYMENT ON 5/8" EXTER. GR. PLYWD. 1x125 COMPOSITE FASICA TRIM (PAINT) ON 2x WD. BLOCKING SOFFIT VENT 2x8 COMPOSITE TRIM PROVIDE HOLES FOR VENTILATION AT SIDING MIN. R-42 INSULATION ATTIC 1'-1" 2 4 2 4 2 4 2 4 2424 24242424 2 42 4 FCP PANELS WRAP 2x4 WD. FRAMING FCP PANELS WRAP 2x4 WD. FRAMING WOOD POST 2x4 WOOD STUD FRAMING 10 1/2"10 1/2" 9'-1 1/8"R-10 RIDGE INSUL. AT FDN. PERIMETER VERTICAL 2'-0" HIGH FLOOR FINISH-SEE SCHEDULE 4" CONC. SLAB ON GRADE ON VAPOUR BARRIER ON 12" PEA GRAVEL; FILL WOOD BASE GPM-503 (PAINT) 1/2" GYPSUM BD. SILL SEALER R-13 KRAFT FACE BATT INSUL. 2x4 WOOD FRAMING AT 16" O.C. 1/2" GYPSUM BD. ON VAPOR BARRIER MIN. R-12 INSULATION ATTIC ENGINEEERED PRE-FAB 2x WOOD TRUSSES AT 24" O.C. BRACING AT GABLE END WALL FRAMING RIDGE VENT, SEE ROOF PLAN ASPHALT SHINGLES ON BLDG. FELT UNDERLAYMENT ON 5/8" EXTER. GR. PLYWD. TOP RIDGE SEE ROOF PLAN 10" COMPOSITE FASCIA TRIM (PAINT) ON 2x WD. BLOCKING 4" COMPOSITE TRIM FIBER CEMENT PANEL SLIDING LAPPED ON 1" ZIP SYSTEM INSULATED R-SHEATHING (R3.6) EAVE RETURN BEYOND PREFINE. SHT. MTL. FLASHING DRIP EDGE FIBER CEMENT PANEL SIDING LAPPED ON 1" ZIP SYSTEM INSULATED R-SHEATHING (R-3.6) WALL FLASHING AT SILL FINISH GRADE 8" CMU FOUNDATION CONC. FOOTING, TRUSS BRG. PT. 109'-1 1/8" LEVEL 1-FF 100'-0" BOT. FTG. 96'-4"9'-11 1/8"3'-8" 2 4 2 4 2 4 2 4 2 4 A504 9 SIM. A504 5 SIM. 4 A502 BSA LifeStructures 9365 Counselors Row Suite 300 Indianapolis, IN 46240-1478 ph 317.819.7878 fx 317.819.7288 www.bsalifestructures.com DESIGNEDDRAWNAPPROVEDBSALS PROJECT NO. KEYPLAN PLAN NORTH DATE D:\Users\DDurica\Documents\21730002-ARCH_BSALS_CENTRAL_v2018_DDurica.rvt10/23/2019 3:35:18 PM21730002 ApproverAuthorDesignerA502 WALL SECTIONS 10 -BED MEMORY CARE HOME STORY COTTAGE OCT 23, 2019 CLIENT PROJECT NO. - 21730002 1/4" = 1'-0"6 VERANDA WALL SECTION 1/4" = 1'-0" 2 BEARING WALL SECTION 1/4" = 1'-0" 3 TYP. WALL SECTION 1/4" = 1'-0"4 ELEV AT GABLE CORNICE 1/4" = 1'-0"5 DETAIL AT GABLE CORNICE 1/4" = 1'-0"8 DETAIL AT VERANDA COL.BASE 1/4" = 1'-0"7 DETAIL AT VERANDA COL. 1/4" = 1'-0" 1 TYP. GABLE ENDWALL SECTION SCALE 1 1/2" = 1'-0" SCALE 1" = 1' -0" SCALE 3/4" = 1'-0" SCALE 1" = 1'-0" SCALE 3/4 = 1'-0" SCALE 1 1/2" = 1'-0" SCALE 1 1/2" = 1'-0" SCALE 1 1/2" = 1'-0" MARK DATE DESCRIPTION 06/04/20 Mike Sheeks ATTIC 10'-2 5/8".ROUHG OPENING PER ENTRY DOOR/TRANSOM UNIT SELECTEDTRUSS BRG. PT. 110'-2 5/8" STEEL ANGLE BRICK SHELF WOOD ENTRY DOOR TRANSOM W/ INSUL. GLASS SIX PANEL WOOD ENTRY DOOR W/ WOOD TRANSOM LITE & WOOD SIDE LITE PANELS W/ INSUL. GLASS ENTRY DOOR ELEVATION 4" CONC. PAD ON 4" COMPACTED GRANULAR BASE INTERIOR FOYER MAIN ENTRY PORCH 1/2" GYPSUM BD. ON VAPOR BARRIER 6" CMU COURSE 2 2 4 10 1/8".6'-8 1/2".4 2 4 MIN. R-42 INSUL. ATTIC ASPHALT SHINGLES ON BLDG. FELT UNDERLAYMENT ON 5/8" EXTER. GR. PLYWD. 10" COMPOSITE FASCIA TRIM (PAINT) ON 2X WD. BLOCKING 4" COMPOSITE TRIM FIBER CEMENT PANEL SIDING LAPPED ON 1" ZIP SYSTEM INSULATED R-SHEATHING(R3.6) STANDING SEAM SHEET METAL PANEL ROOFING ON ICE & WATER SHIELD MEMBRANE ON RADIUS ROOF PROFILE W/ BUILT- UP WD. BLOCKING ON 1/2" WOOD SHEATHING TRUSS BRG.PT. 109'-1 1/8" 1X6 COMPOSITE TRIM (PAINT) 2X8 COMPOSITE TRIM (PAINT) SINGLE HUNG VINLY WINDOW W/ APPLIED MUNTINS AND 1/2" INSUL. GLASS INTERIOR 1/2" GYPSUM BD. ON VAPOR BARRIER BEAMS, PRE STRUCT. WINDOW SILL FLASHING LEVEL 1-FF 100'-0" FINISHED GRADE 6" CMU COURSE 10" CMU FDN. WALL GROUT SOILD W/ STEEL REINF., CONC.FOOTING BOT FTG. 96'-4"3'-8". 7'-5 1/4". 5 1/2". 11 3/8"2'-2". 4'-6 1/2" R.O.9'-1 1/8".3 3/4". BRK LEDGE 4". 9 5/8". SEE SECTION 1 A8.1 FOR TYPICAL NOTES 2 4 2 4 2 42 4 2 4 2 4 2 4 2 4 1-1/2" CAVITY 1'-5 1/4". 10 1/8". A504 5 SIM. A504 7 SIM. 1'-1". 4" COMPOSITE FASCIA TRIM10".TRUSS BRG PT. 115'-8 9/16" TRUSS BRG PT. SEE ROOF PLAN FOR TYPICAL FASCIA NOTES SEE SECTION 3 / A502 2 4 2 4 12 FIBER CEMENT PANEL SIDING LAPPED ON 1" ZIP SYSTEM INSULATED R-SHEATHING (R3.6) 12 VERIES- SEE ROOF SLOPE ASPHALT SHINGLES ON ICE & WATER SHIELD UNDERLAYMENT ON 5/8" EXTER. GR. PLYWD. 12" COMPOSITE FASCIA TRIM (PAINT) ON 2X WD. BLOCKING PREFIN SHT.MTL. GUTTER EVAE WORK PT SEE ROOF PLAN BEARING ELEV 110'-4 15/16"10".10'-2 5/8". CONTINUOUS SOFFIT VENT MATCH SLOPE OF MAIN ROOF SMOOTH FINISH FIBER CEMENT SOFFIT PANEL SINGLE HUNG VINYL WINDOW W/ 1/2" INSUL. GLASS LEVEL 1 -FF 100'-0" BOT. FTG. 96' -4"3'-8". 6".SEE SECTION 3 / A8.2 FOR TYPICAL NOTES SILL SEALERFIXED WINDOW UNIT2'-3 1/4".4'-6 1/2" SINGLE HUNG 2'-2". WD. LINTEL, PER STRUCT 2 4 2 4 2 4 2 4 2 4 ATTIC AIR VENTILATION BAFFLE 1/2" GYPSUM BD. ON VAPOR BARRIER BEAM, PER STRUCT. MIN. R-42 INSUL. ATTIC INTERIOR 2 4 2 4 2 4 A504 8 A504 9 SIM. LEVEL 1 -FF SILL SEALER2 1/8"2 4 2 4 2 42 4 2 42 42 42 410".8".100'-0" TRUSS BRG.PT. 109'-1 1/8"6'-8 1/2".3'-8". 9'-1 1/8".TOP R.O. 106'-8 1/2"2'-2". 4'-6 1/2" R.O.2X4 WD. STUDS W/2X4 WD. CROSS BRACE FRIMING AT 16" O..C. BOT.R.O. SILL +102'-2" SINGLE HUNG VINYL WINDOW W/1/2" INSUL. GLASS 8" CMU FOUNDTION WALL GROUT SOILD CONC. FOOTING 4" COMPOSITE TRIM SOFFIT VENT 12" COMPOSITE TRIM VENT HOLES THRU SHEATHING 2XWD. BLOCKING ASPHALT SHINGLES ON ICE & WATER SHIELD UNDERLAYMENT ON 5/8" EXTER. GR. PLYWD. 11-1/2". 1'-7". EXTENDED 2xWD. TRUSS FRAMING @ 24" O.C. (BOX BAY W/ SOFFIT OVERHANG) LINE OF FACE STUD AT BOX BAY 12 VARIES- SEE ROOF SLOPE LINE OF TRUSS BEARING AT MAIN WALL ENGINEERED PRE-FAB 2XWOOD TRUSSES AT 24" O.C. ATTIC AIR VENTILATION BAFFLE MIN. R-42 INSUL. 1/2" GYPSUM BD. ON VAPOR BARRIER 2XWD. TRUSS TOP CHORD FRAMING EXTNSION @ 24" O.C. ( BOX BAY) BEAMS,PER STRUCT. WD.LINTEL, PER STRUCT. INTERIOR FINISHED GRADE A504 10 SIM. A504 11 SIM.3' - 4 1/4"BRICK WORK BRICK WORK BSA LifeStructures 9365 Counselors Row Suite 300 Indianapolis, IN 46240-1478 ph 317.819.7878 fx 317.819.7288 www.bsalifestructures.com DESIGNEDDRAWNAPPROVEDBSALS PROJECT NO. KEYPLAN PLAN NORTH DATE D:\Users\DDurica\Documents\21730002-ARCH_BSALS_CENTRAL_v2018_DDurica.rvt10/23/2019 3:35:22 PM21730002 ApproverAuthorDesignerA503 WALL SECTIONS 10 -BED MEMORY CARE HOME STORY COTTAGE OCT 23, 2019 CLIENT PROJECT NO. - 21730002 1 1/2" = 1'-0"1 ENTRY WALL SECTION 1 1/2" = 1'-0" 2 WINDOW SECTION 1 1/2" = 1'-0" 3 WINDOW SECTION BAY WDW / SIDE ELEV 1 1/2" = 1'-0" 4 WINDOW SECTION BOX BAY WDW / FRONT ELEV SCALE 3/4" = 1' -0" SCALE 3/4" = 1'-0" SCALE 3/4" = 1'-0" SCALE 3/4" = 1'-0" MARK DATE DESCRIPTION 06/04/20 Mike Sheeks FINISH FLOOR EL. 100'-0" 2 4 4" COMPACTED GRANULAR BASE 4" CONCRETE PAD W/ REINF. MESH, PER STRUCT.8"VAPOR BARREIER12" PEA GRAVEL FILL SLOPE CONCRETE SLAB W/ REINF. MESH, STEEL REINF. WOOD BASE-GPM-503 (PAINT) CONTINIOUS SILL SEALER BENEATH 2x PLATE 3/8" DIA. A.B. SPACED PER STRUCT. 2x4 WOOD STUDS @ 16" O.C. 1/2" GYP. B.D. 8" CMU FOUNDATION WALL GROUT SOLID W/ STEEL REINF., PER STRUCT. R-10 RIDGE INSUL. AT FDN. PERIMETER VERTICAL 2'-0" HIGH EXTEND MTL. WALL FLASHING TO HARD SURFACE BELLOW FOR CONC. PADS, WALKS, HARDSCRAPES, ETC. PREFIN. SHT. MTL WALL FLASHING CONTINIOUS SEALANT BETWEEN CMU FDN. & ZIP SHTHG. FCP SIDING STARTER STRIP SEAL TOP EDGE FLASHING W/ ZIP SYSTEM TAPE, PER MFR. GUIDELINES 1" ZIP SYSTEM INSULATED R-SHEATHING (R3.6) FCP SIDING LAPPED COLUMN BASE/ FIN.FLR. EL: 100'-0" 2 4 2 4 SLOPE 8"8" CMU FOUNDATION WALL GROUT SOLID BRICK LEDGE 8" DEEP x5" WIDE 5" GROUT CAVITY SOLID FROM BRICK LEDGE TO FIN. FLR. LAWN 2x WD. STUD. FRAMING COLUMN BASE (4 SIDES) 2'-4" THRU-WALL FLASHING W/ WEEPS AT 16" O.C. CONCRETE PAD 4" COMPACTED GRANULAR BASE 1/2" EXP. JOINT W/ SEALANT ON COMPRESSIBLE FILTER 2 4 2 4 2 4 2 42'-4" COLUMN BASE/ FIN.FLR. EL: 100'-0"7 1/4"3 7/8" 1'-11 1/4" 10" RADIUS VENTED GFRC COLUMN COVER W/ TAPERED RADIUS COLUMN, MEMBRANE FLASHING AT CAP STONE FOR COLUMN BASE PRECAST CONCRETE CAP W/ INTEGRAL DRIP EDGE FACE BRICK VENEER W/ MASONARY TIES 1/2" EXTR. WD. SHEATHING WARB (WEATHER RESISTANT BARRIER) TOP RIDGE EL: SEE EXTER.LEVELS. ENGINEERED PRE-FAB 2x WOOD TRUSSES AT 24" O.C. GABLE END WALL FRAMING 1" ZIP SYSTEM INSULTED R-SHEATHING (R3.6) FCP SIDING LAPPED 2x6 COMPOSITE FASICA TRIM (PAINT) 1x8 COMPOSITE FASICA TRIM (PAINT) ON 2x WD. BLOCKING PREFIN. SHT. MTL. DRIP EDGE ASPHALTSHINGLES ON BLDG FELT UNDERLAYMENT ON 5/8" EXTERIOR GR. PLYWD. RIDGE, SEE ROOF PLAN TRUSS BEARING PT. EL: 110-2 5/8" 10 3/4" 10 3/4"42 42 4 2 42 DORMER WINDOW- SINGLE HUNG VINYL WINDOW W/ "BLACKED OUT" SINGLE PANE GLAZING 1x4 COMPOSITE TRIM (PAINT) PREFIN. SHT. MTL. FLASHING ON 2x WD. CURB AT DORMER DORMER SILL R.O. EL: 113-8 5/8" WD. HEADER AT DORMER SILL, PER STRUCT. ENGINEERED PRE-FAB 2x WOOD TRUSSES AT 24" O.C. ASPHALT SHINGLES ON ICE & WATER SHIELD UNDERLAYMENT ON 5/8" EXTER. GR. PLYWD. PREFIN. SHT. MTL. GUTTER 1x12 COMPOSITE FASICA (PAINT) ON 2x12 WD. BLOCKING COMTINUOUS SOFFIT VENT SMOOTH FINISH FIBER CEMENT SOFFIT PANELS (PAINT) COMPOSITE CROWN MOULD GPM-165 (PAINT) SMOOTH FINISH FIBER CEMENT FASICA & SOFFIT PANELS (PAINT ) OVER 1/2" WOOD SHEATHING AT BEAM COVER COMPOSITE CROWN MOULD GPM-165 (PAINT) BEAM, PER STRUCT.1'-4 3/8" 10"FINISH FLR. 2 4 2 4 2 42 49-1/2".1'-0". 4-1/2". 8". EL: 100'-0" BRICK WORK BOT.R.O. SILL +102'-2" PREFIN. SHT. MTL. FLASHING SINGLE HUNG VINYL WINDOW UNIT 8" CMU FOUNDTION WALL GROUT SOILD R-10 RIGID INSUL.AT FDN. PERIMETER VERTICAL 2'-0" HIGH INTERIOR FINISHED GRADE CONTINUOUS SEALANT BETWEEN CMU FDN. & ZIP SHTHG. 2X4 WD. STUDS W / 2X4 WD. CROSS BRACE FRAMING AT 16" O.C. 2XWOOD FRAME 1'-4" (FIELD VERIFY) PLAM SILL OR ALTERNATE FOR WINDOW SEAT WOOD WINDOW TRIM GPM-311 (PAINT) 1/2" GYP. BD. R-13 KRAFT FACE BATT INSUL. 1" ZIP SYSTEM INSULATED R-SHEATHING (R3.6) 3/8" DIA. A.B. SPACED CONTINUOUS SILL SEALER BENEATH 2XPLATE WOOD BASE-GPM-503 (PAINT) STEEL REINF. DOWELS PER STRUCT. 4" CONC. SLAB W/ REINF. MESH. VAPOR BARRIER 12" PEA GRAVEL FILL BRICK WORK TRUSS BRG. PT. EL: 109'-1 1/8" ENGINEERED PRE-FAB 2x WOOD TRUSSES AT 24" O.C. GABLE END WALL FRAMING MIN. R-42 INSUL. VAPOR BARRIER 1/2" GYP. BD. R-13 KRAFT FACE BATT INSUL. EAVE RETURN BEYOND FCP SIDING LAPPED 1" ZIP SYSTEM INSULATED R-SHEATHING (R3.6) COMPOSITE FASICA TRIM BEYOND 1" ZIP SYSTEM INSULATED R-SHEATHING (R3.6) FCP SIDING LAPPED A502 5 FINISH FLOOR EL: 100'-0" VAPOR BARRIER 12" PEA GRAVEL FILL R-10 RIDGE INSUL. AT FDN. PERIMETER VERTICAL 2'-0" HIGH 8" CMU FOUNDATION WALL GROUT SOLID W/ STEEL REINF., PER STRUCT. FINISH GRADE EXTEND MTL. WALL FLASHING TO HARD SURFACE BELLOW FOR CONC. PADS, WALKS, HARDSCRAPES, ETC.MIN. GRADECLEARANCEPREFIN. SHT. MTL WALL FLASHING CONTINIOUS SEALANT BETWEEN CMU FDN. & ZIP SHTHG. FCP SIDING STARTER STRIP SEAL TOP EDGE FLASHING W/ ZIP SYSTEM TAPE, PER MFR. GUIDELINES 1" ZIP SYSTEM INSULATED R-SHEATHING (R3.6) FCP SIDING LAPPED 4" CONCRETE SLAB W/ REINF. MESH PER STRUCT. STEEL REINF. DOWELS PER STRUCT. WOOD BASE-GPM-503 (PAINT) CONTINUOUS SILL SEALER BENEATH 2x PLATE 3/8" DIA. A.B. SPACED PER STRUCT. 2x4 WOOD STUDS @ 16" O.C. 1/2" GYP. BD. R-13 KRAFT FACE BATT INSUL. 12 FCP SIDING LAPPED ON WRD ON 1/2" EXTER. WD. SHEATHING, SEE TYPICAL DETAILS ON A8.22. ASPHALT SHINGLES ON ICE & WATER SHIELD UNDERLAYMENT ON 5/8" EXTER. GR. PLYWD. 1X12 COMPOSITE FASCIA(PAINT) ON 2X12 WD. BLOCKING PREFIN SHT.MTL. GUTTER TRUSS BRG.PT. EL: 115'-8 9/16"10".CONTINUOUS SOFFIT VENT VARIES, SEE ROOF PLAN 1/4" SMOOTH FINISH FIBER CEMENT SOFFIT PANELS (PAINT) R-13 KRAFT FACE BATT INSUL. 2 4 2 4 2 4 2 4 2 4 ATTIC AIR VENTILATION BAFFLE 1/2" GYP. BD BEAM, PER STRUCT. VAPOR BARRIER MIN. R-42 INSUL. ENGINEERED PRE-FAB 2XWOOD TRUSSES AT 24" O.C. ATTIC AIR VENTILATION BAFFLE WOOD WINDOW TRIM GPM-311(PAINT) LINTELS, PER STRUCT. FCP SIDING LAPPED 1" ZIP SYSTEM INSULATED R-SHEATHING (R3.6) 2X4 COMPOSITE TRIM (PAINT) WINDOW HEAD FLASHING TOP R.O. +108'-11 3/4" FIXED WINDOW UNIT OVER SINGLE HUNG WINDOW TOP SINGLE HUNG WINDOW UNIT +106'-8 1/2" 2 42 42 42 4 TRUSS BRG.PT. 109'-1 1/8" TOP R.O. 106'-8 1/2" 1/4" SMOOTH FINISH FIBER CEMENT FASCIA & SOFFIT PANELS (PAINT) 2XWD. BLOCKING ASPHALT SHINGLES ON ICE & WATER SHIELD UNDERLAYMENT ON 5/8" EXTER. GR. PLYWD. 11-1/2". 1'-7". EXTENDED 2xWD. TRUSS FRAMING @ 24" O.C. (BOX BAY W/ SOFFIT OVERHANG) LINE OF FACE STUD AT BOX BAY LINE OF WD. TRUSS BEARING ENGINEERED PRE-FAB 2XWOOD TRUSSES AT 24" O.C. ATTIC AIR VENTILATION BAFFLE MIN. R-42 INSUL. 1/2" GYP. BD. BEAMS,PER STRUCT. LINTELS, PER STRCUT. INTERIOR SINGLE HUNG VINYL WINDOW UNIT 2X4 COMPOSITE TRIM (PAINT) PREFIN. SHT. MTL. FLASHING COMPOSITE FASCIA (PAINT) ON 2X12 WD. BLOCKING 2X4 TOP CHORD EXTENSION @ 24" O.C. VAPOR BARRIER. 1/2" GYP. BD. R-13 KRAFT FACE BATT INSUL. 2X4WD. STUDS AT 16" O.C. WOOD WINDOW TRIM GPM-311 (PAINT) MIN. R-42 INSUL. TRUSS BRG.PT. 109'-1 1/8" 1X COMPOSITE FASCIA & SOFFIT PANEL(PAINT) 2X8 COMPOSITE TRIM (PAINT) 1/2" GYP. BD. R-13 KRAFT FACE BATT INSUL.5 1/2". 1'-9 7/8".2 4 2 4 2 42 42 4 1/2" GYP. BD. LINTELS, R-13 KRAFT FACE BATT INSUL. VAPOR BARRIER GABLE ENDWALL. FRAMING ENGINEERED PRE-FAB 2X WOOD TRUSSES AT 24" O.C. COMPOSITE FASCIA TRIM BEYOND FCP SIDING LAPPED 1" ZIP SYSTEM INSULATED R-SHEATHING (R3.6) SEAL TOP EDGE FLASHING W/ ZIP SYSTEM TAPE, PER MFR GUIDELINES PREFIN. SHT. MTL. "Z" FLASH AT TOP MTL PANELS, SECURE BEHIND SIDING PREFIN. STANDING SEAM SHT. MTL, PANELS, ROOFING ON ICE & WATER SHIELD UNDERLAYMENT ON RADIUS ROOF PROFILE W/ BUILT-UP WD. BLOCKING ON 1/2" EXTER. WD. SHEATHING 1'-6 1/2". SEE WINDOW SCHEDULE WIN. HEAD R.O. EL: 106'-8 1/2"1'-8".8 5/8". FRMG. BRG.. PT BSA LifeStructures 9365 Counselors Row Suite 300 Indianapolis, IN 46240-1478 ph 317.819.7878 fx 317.819.7288 www.bsalifestructures.com DESIGNEDDRAWNAPPROVEDBSALS PROJECT NO. KEYPLAN PLAN NORTH DATE D:\Users\DDurica\Documents\21730002-ARCH_BSALS_CENTRAL_v2018_DDurica.rvt10/23/2019 3:35:23 PM21730002 ApproverAuthorDesignerA504 WALL DETAILS 10 -BED MEMORY CARE HOME STORY COTTAGE OCT 23, 2019 CLIENT PROJECT NO. - 21730002 1/2" = 1'-0"4 FRONT PORCH WALL AT GRADE 1/2" = 1'-0"3 FRONT PORCH COLUMN BASE AT GRADE 1/2" = 1'-0"2 FRONT PORCH COLUMN AT CONC. CAP 1/2" = 1'-0"5 TOP RIDGE AT GABLE END 1/2" = 1'-0" 1 FRONT PORCH EAVE 1 1/2" = 1'-0"11 WINDOW SILL AT BOX BAY WINDOW 1/2" = 1'-0" 6 SECTION AT GABLE CORNICE 1/2" = 1'-0"9 SILL SECTION AT SIDING 1 1/2" = 1'-0"8 WINDOW HEAD @ BAY WINDOW 1 1/2" = 1'-0"10 WINDOW HEAD AT BOX BAY WINDOW 1 1/2" = 1'-0" 7 HEAD SLOPED MTL. PANEL ROOFING SCALE 1 1/2" = 1'-0" SCALE 1 1/2" = 1'-0" SCALE 1 1/2" = 1'-0" SCALE 1 1/2" = 1'-0" SCALE 1 1/2" = 1'-0" SCALE 1 1/2" = 1'-0" SCALE 1 1/2" = 1'-0" MARK DATE DESCRIPTION 06/04/20 Mike Sheeks 5' - 6"7' - 4"3' - 0"FABRIC WRAPPED ACOUSTICAL PANEL 10' -0" PAINTED WOOD TRIM - COVER PANEL ATTACHMENT HARDWARE CEILING GYPSUM WALL BOARD J-MOLD TRIM AT PERIMETER SPLINE CLIP 2' - 3" 2' - 6" 2' - 3" FABRIC WRAPPED ACOUSTICAL PANEL- PAINTED WOOD TRIM AT PERIMETER SIMILAR TO 6/A600107 1' - 4" 2' - 0" 2' - 2" 3' - 3" 2' - 6" 2' - 6" LOCKABLE MINI -FRIDGE5' - 5" 1' - 4"123A GROUND 100' - 0" MEZZANINE 109' - 11 1/8"1 1/2"9 1/4"9 1/4"8' - 0"1' - 2 1/4" FABRIC WRAPPED ACOUSTICAL PANEL 10' -0" CEILING GYPSUM WALL BOARD PROVIDE FINISHED OPENING IN PANEL TO ACCOMODATE ELECTRICAL BOX/TRIM (APPROXIMATELY 2" LARGER THAN FIXTURE COVER PLATE ON ALL SIDES, COORDINATE WITH CARPENTER FOR EXTENT OF TRIM) ELECTRICAL BOX -OFFSET 1 5/8" FROM FACE OF STUD 1 5/8"ELECTRICAL BOX -OFFSET 1 5/8" FROM FACE OF STUD FIXTURE -FOR REFERENCE ONLY 2" PAINTED WOOD TRIM -COVER PANEL ATTACHMENT HARDWARE FABRIC WRAPPED ACOUSTICAL PANEL PROVIDE FINISHED OPENING IN PANEL TO ACCOMODATE ELECTRICAL BOX -SCONCE BASE PLATE TO COVER OPENING IN PANEL ELECTRICAL BOX -OFFSET 1 5/8" FROM FACE OF STUD GYPSUM WALL BOARD SCONCE -FOR REFERENCE ONLY 1 5/8" BSA LifeStructures 9365 Counselors Row Suite 300 Indianapolis, IN 46240-1478 ph 317.819.7878 fx 317.819.7288 www.bsalifestructures.com DESIGNEDDRAWNAPPROVEDBSALS PROJECT NO. KEYPLAN PLAN NORTH DATE D:\Users\DDurica\Documents\21730002-ARCH_BSALS_CENTRAL_v2018_DDurica.rvt10/23/2019 3:35:27 PM21730002 ApproverAuthorDesignerA600 DETAILS AND INTERIOR ELEVATIONS 10 -BED MEMORY CARE HOME STORY COTTAGE OCT 23, 2019 CLIENT PROJECT NO. - 21730002 1/4" = 1'-0" 1 ARCHED OPENING 1" = 1'-0"6 ACOUSTICAL PANEL DETAIL 1/4" = 1'-0"2 SOUND PANEL ABOVE CABINETS 1/4" = 1'-0"3 LIBRARY CASEWORK 1/4" = 1'-0"4 TYP. BEDROOM CLOSET 1/4" = 1'-0"5 LATTICE PERGOLA MARK DATE DESCRIPTION 12" = 1'-0"7 FLOORING TRANSITION 1" = 1'-0" 8 ACOUSTICAL BULKHEAD DETAIL - SECTION 1" = 1'-0"9 ACOUSTICAL BULKHEAD DETAIL - SECTION 06/04/20 Mike Sheeks