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HomeMy WebLinkAboutGN 1 COVER SHEET05/11/18 William Hohlt ELEVATION NOTES SECTION, DETAILS & ROOF PLAN NOTES - PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. UNLESS NOTED OTHERWISE. - SEE TRUSS MANUFACTURER'S SHOP DRAWINGS FOR TRUSS LAYOUT AND DESIGN INCLUDING GIRDER TRUSSES AND BEAM LOCATIONS. - ALL GIRDER TRUSSES TO BE BOLTED TOGETHER ACCORDING TO MANUFACTURER'S SPECIFICATIONS, WHERE REQUIRED. - TRUSSES TO BE BRACED AND INSTALLED ACCORDING TO MANUFACTURER SPECIFICATIONS. - TRUSS MANUFACTURER'S DIMENSIONS ARE TO OUTSIDE OF SHEATHING. - ROOF TRUSS MANUFACTURER TO SPECIFY ALL CONNECTIONS AND HANGERS ON SHOP DRAWINGS. - REFER TO HIB-91 OF TPI (TRUSS PLATE INSTITUTE) FOR SPECIFIC BRACING RECOMMENDATIONS AND REQUIREMENTS. - ENGINEERED TRUSS DRAWINGS ALONG w/ HIB-91 ARE TO BE PROVIDED TO FIELD BY TRUSS MANUFACTURER PRIOR TO ERECTION OF TRUSSES. - PROVIDE A 2x4 LEDGER TO ACCEPT ROOF SHEATHING WHERE A FIRST FLOOR ROOF MEETS THE SIDE OF A SECOND FLOOR. - A SELF-ADHERING POLYMER MODIFIED BITUMINOUS SHEET SHALL BE USED FROM THE EAVES EDGE TO A POINT AT LEAST 24" INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. - PROVIDE 15# FELT PAPER UNDER SHINGLES - CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL TEMPORARY SHORING AND BRACING DURING CONSTRUCTION FOR ALL ELEMENTS INCLUDING WALLS, JOISTS, TRUSSES COLUMNS, MASONRY AND OTHERS AS REQUIRED. - ROOF TRUSSES WILL BE FASTENED BY CONNECTORS THAT WILL RESIST A MINIMUM OF 175 LBS OF UPLIFT. - WINDOW STYLE AND MULLIONS MAY VARY FROM ELEVATION DEPENDING UPON MANUFACTURER, STYLE, PATTERN, TYPE, ETC. - FRONT DOOR COACH LIGHTS (IF ANY) TO BE SET AT 5'-8" ABOVE FINISHED SURFACE. - GRADE AWAY FROM FOUNDATION WALLS SHALL FALL A MINIMUM OF 6" WITHIN THE FIRST 10'. - PROVIDE HOUSE WRAP OVER ENTIRE HOUSE (INCLUDING GABLES). - PROVIDE BRICK WEEP HOLES WITH WEEP CARDS AT 33" o.c. WITH BRICK VENEER. - PROVIDE FLASHING AND WEEP HOLES ABOVE BRICK ANGLE IRONS. - PROVIDE BRICK WALL TIES AT 16"o.c. HORIZONTALLY AND VERTICALLY. PROVIDE BRICK WALL TIES WITHIN 12" OF ANY BRICK OPENINGS AT A MAXIMUM OF 36" o.c. AROUND OPENING. - PROVIDE TWO LAYERS OF TYVEK IN ALL AREAS OF STONE. REFER TO DETAIL ON SHEET 7.01 FOR INSTALLATION DETAILS. - PAD OUT ALL GABLE ENDS (WITHOUT GABLE EXTENSIONS) WITH 1-1x6 WITH THE 1x8 OVER THE TOP TO COVER THE ENDS OF THE SIDING, WHERE SPECIFIED BY HOUSE AND ELEVATION. - USE EXTERIOR PROTECTIVE COVERINGS ON ALL DIRECT VENT FIREPLACES (IF ANY). - EXTERIOR STEPS TO HAVE A MAXIMUM 8" RISER. WHEN VERTICAL RISE EXCEEDS 30" OR FOUR OR MORE CONTINUOUS RISERS, A HANDRAIL IS REQUIRED GENERAL NOTES - INDIANAPOLIS FOUNDATION NOTES FRAMING NOTES MECHANICAL NOTES - ALL FOUNDATION WALLS TO BE CAST IN PLACE CONCRETE 3000 PSI MIN. UNLESS OTHERWISE NOTED. - PROVIDE FOOTER DRAIN TILE ON OUTSIDE OF FOOTER TO SUMP PUMP OR TO DAYLIGHT. - BASEMENT WINDOW LOCATIONS MAY VARY FROM DRAWING DUE TO LOT CONDITIONS. - BACKFILL ADJACENT TO FOUNDATION WALLS SHALL NOT BE PLACED UNTIL THE WALL HAS SUFFICIENT STRENGTH AND HAS BEEN ANCHORED TO THE FLOOR OR HAS BEEN SUFFICIENTLY BRACED TO PREVENT DAMAGE BY THE BACKFILL. - ASSUMED ALLOWABLE SOIL BEARING PRESSURE: 2,000 p.s.f. - WATERPROOF FOUNDATION WITH BITUMINOUS SPRAY. - VERTICAL CONTROL JOINTS IN BASEMENT FOUNDATION WALLS - STANDARD LOCATION GUIDELINES: 1) PLACE A CONTROL JOINT IN ALL UNBRACED WALLS OVER 30' IN LENGTH. (NOTE: "T" WALLS AND CORNERS COUNT AS A BRACE). 2) WINDOWS THAT ARE LARGER THAN THE STANDARD BASEMENT WINDOW REQUIRE A CONTROL JOINT. 3) CONTROL JOINTS ARE NOT REQUIRED AT EVERY WINDOW THAT IS STANDARD SIZE. 4) IF THERE IS A STANDARD WINDOW LOCATED IN A WALL SEGMENT THAT REQUIRES A CONTROL JOINT, THEN THE CONTROL JOINT SHOULD BE PLACED ON THE SIDE OF THE WINDOW THAT IS ADJACENT TO THE LONG SIDE OF THE WALL. IF THERE IS MORE THAN ONE WINDOW IN A WALL THEN ONLY ONE WINDOW SHOULD HAVE A CONTROL JOINT. 5) DOORS DO NOT GET CONTROL JOINTS. 6) CONTROL JOINTS SHOULD NOT BE LOCATED WITHIN 3' OF A BEAM POCKET. 7) CONTROL JOINTS ARE REQUIRED AT THE FIRST AND LAST STEP DOWN AT STEPPED BASEMENT FOUNDATION WALLS. - INTERIOR FLATWORK SHALL HAVE A MINIMUM CONCRETE STRENGTH OF 3,000 PSI. - EXTERIOR FLATWORK/GARAGES SHALL HAVE A MINIMUM CONCRETE SRENGTH OF 4,500 PSI - FOOTINGS TO A MINIMUM CONCRETE STRENGTH OF 2500 PSI, UNLESS OTHERWISE NOTED - PLACE GARAGE SLAB CONTROL JOINTS PERPENDICULAR TO ONE ANOTHER, EACH STARTING FROM THE CENTERLINE OF GARAGE WALL. WHEN OVERDIG EXCEEDS 2'-0", SLAB CONTROL JOINTS SHOULD BE OFFSET FROM PILASTER 2'-0" WITH ANOTHER JOINT RUNNING PERPENDICULAR. - ALL VERTICAL STEEL AND ALL STEEL IN STRUCTURAL SLABS TO BE GRADE 60. ALL HORIZONTAL STEEL IN FOUNDATION WALLS AND FOOTERS TO BE GRADE 40 STEEL. DESIGNLOADS: FLOORS: 40psfLIVELOAD+10psfDEADLOAD=50psf GARAGE FLOOR: 50 psf LIVE LOAD SEISMIC: "A" & "B" ROOF: 25psfLIVELOAD+20psfDEADLOAD=45psf WIND SPEED: 90 MPH DESIGNDEFLECTIONLIMITS(BASEDONLIVELOAD,EXCEPTMASONRY): RAFTERSGREATERTHAN3:12 L/180 CEILINGS L/240 MASONRY VENEER L/600 NOMINALLUMBERFLOORS: L/360 MANUFACTUREDWOODFLOORS: DESIGNEDTOMINIMUMPRORATINGOF35(OREQUIVALENT). NOMORETHAN8POINTDIFFERENCEBETWEENADJACENTSPANS. L/480FORSPANSUPTO16'-0" AND NOGREATERTHAN1/2"DEFLECTION L/600FORSPANSOVER16'-0" IF SIMPLE SPAN; L/840 FORSPANSOVER16'-0" IF CONTINUOUS SPAN. NOGREATERTHAN1/2"DEFLECTION -JOIST SPACING: 19.2" o.c. MAXIMUM SPACING DOUBLE EVERY OTHER FLOOR JOIST UNDER KITCHEN ISLANDS INSTALL UNCOUPLING MEMBRANE IN TILE FLOOR AREAS IF 19.2" o.c. FLOOR JOIST SPACING GLUE AND MECHANICALLY FASTEN [SCREWS] WOOD FLOOR IF 19.2" o.c. FLOOR JOIST SPACING - MANUFACTURED WOOD PRODUCTS (INCLUDING, BUT NOT LIMITED TO, STRUCTURAL WOOD BEAMS AND I-JOISTS) SHALL BE FABRICATED, HANDLED, AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. -JOISTS ARE NOT TO BE PLACED DIRECTLY OVER INTERIOR PARALLEL WALLS. (TO PREVENT UNEVEN FLOOR DEFLECTION FROM OCCURRING) -ALLWOODBEAMS/HEADERS: 2x6TOBESPFSTUDGRADEORBETTER 2x8ORLARGERTOBESOUTHERNPINE#2ORBETTER - ALL WOOD JOISTS TO BE S. PINE #2 KD WITH E-1,700,000 p.s.i., SPAN MUST BE LESS THAN 20', USE HEM FIR IF SPAN IS 20' OR MORE. - ALL LVL's TO BE TJM MICROLLAM WITH Fb=2600, Fv=285, MOE=1.9, Fc=750. -EXTERIORWALLSTOBE2x4SPFSTUDGRADEAT16"o.c.UNLESSOTHERWISENOTED(10'4-1/2"MAXIMUMWALLHEIGHT) -ALLINTERIORBEARINGWALLSANDWALLSATBASEMENT&FIRSTFLOORSTAIRWELLS,KITCHEN,ANDGARAGETOBE2x4SPFSTUDGRADEAT16"O.C.;ALLOTHERNON-BEARING INTERIORWALLSTOBE2x4SPFSTUDGRADEAT24"O.C.UNLESSOTHERWISENOTED. - ALL WALLS TO BE 3 1/2" UNLESS OTHERWISE NOTED. - PROVIDE 4-1/2" SOLID BEARING TO FOUNDATION OR BEAM BELOW FOR ALL BEAMS, HEADERS, AND GIRDER TRUSSES. PROVIDE BLOCKING BETWEEN JOISTS AS REQUIRED. - CHECK SELECTIONS FOR FLOOR COVERINGS AT TOP AND BOTTOM OF STAIR RISERS AND ADJUST RISER HEIGHT AS NEEDED. - SEE FIREPLACE ELEVATION DETAIL FOR ADDITIONAL FRAMING REQUIREMENTS, IF ANY, AND SEE SELECTION SHEET FOR SIZE AND STYLE OF FIREPLACE. - PROVIDE BLOCKING AT ALL HANDRAIL BRACKETS, TOWEL BARS AND TOILET PAPER HOLDER LOCATIONS. - PROVIDE 20 MIN. FIRE-RATED DOOR WITH GARAGE AND LIVING AREA. - PAD OUT GARAGE WALL CAVITIES/ FLOOR JOIST CAVITIES 3-1/2" TO RECEIVE FULL BATT INSULATION IF HEATING/ PLUMBING ARE PRESENT. FRAMING FOR HVAC CHASE TO EXTEND DOWN TO GARAGE SLAB. - ALL BEARING WALLS TO HAVE DOUBLE TOP PLATE. - A PARTIALLY EXPOSED EXTERIOR WALL, WALL SHEATHING SHOULD CONTINUOUSLY RUN TO BOTTOM OF SUB FLOOR. - ALL LUMBER CONTACTING CONCRETE TO BE PRESSURE TREATED. - ALL FASTENERS, HANGERS, AND OTHER CONNECTORS TO BE USED WITH PRESSURE TREATED WOOD ARE TO HAVE ZMAX COATING (OR EQUIVALENT) HOT-DIPPED GALVANIZED OR STAINLESS STEEL. - ALL EXTERIOR WALLS AND INTERIOR BEARING WALLS, FRAMED HIGHER THAN THE STANDARD PLATE HEIGHT, SHALL BE FRAMED WITH CONTINUOUS FULL HEIGHT STUDS TO THE HIGHEST CEILING (I.E. NO INTERMEDIATE BREAKS) TO PREVENT LATERAL HINGE CONDITIONS. - ALL EXTERIOR SHEATHING TO BE 7/16" WOOD STRUCTURAL PANEL SHEATHING OR EQUIVALENT W/ HOUSEWRAP - GUARDRAIL DESIGN LOAD TO RESIST A MINIMUM OF 200 LBS LATERAL FORCE. - ALL GLASS IN INTERIOR AND EXTERIOR DOORS TO BE TEMPERED (INCLUDING SIDELITES AND TRANSOMS). - IN THE GARAGE, PROVIDE 1/2" GYP. BOARD AT ALL WALLS COMMON TO LIVING SPACE AND ALL STRUCTURAL MEMBERS SUPPORTING FLOOR/CEILING ASSEMBLY. GARAGE CEILING TO BE 1/2" SAG RESISTANT GYP. BOARD WHEN THERE ARE NO HABITABLE SPACES ABOVE, OR 5/8" TYPE X GYP. BOARD WHEN HABITABLE SPACES ARE ABOVE. - SMOKE DETECTORS TO BE 110V AND HARD WIRED. PROVIDE BATTERY BACK-UP AND INTERCONNECT (WHEN ONE SOUNDS, THEY ALL SOUND). - ALL GAS APPLIANCES MUST BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. - HOLD THE CENTERLINE OF ALL EXTERIOR LIGHT FIXTURES AT 5'8" OFF FINISHED EXTERIOR SURFACE. - A STAIR HANDRAIL, ON ONE SIDE ONLY, SHALL BE CONTINUOS FOR THE ENTIRE LENGTH OF THE STAIRWAY, AND ENDS SHALL BE RETURNED TO A WALL OR POST. THE HANDRAIL MAY BE INTERRUPTED AT A NEWEL POST AT A TURN. - HANDRAILS SHALL BE INSTALLED ON ALL STAIRS WITH 3 OR MORE RISERS, HANDRAIL HEIGHT SHALL BE A MINIMUM OF 34 inches AND A MAXIMUM OF 38 inches. - ALL HANDRAIL GRIP PORTIONS SHALL NOT EXCEED 2 5/8" IN CROSS-SECTIONAL DIMENSION. - KITCHEN BACKSPLASH OUTLETS TO BE LAID FLAT (WHEN IN THE BACKSPLASH), 37-1/4" FROM TOP OF SUBFLOOR TO BOTTOM OF BOX. - GUARDRAILS MUST BE A MINIMUM OF 36" HIGH. GUARDRAILS AT THE OPEN SIDES OF STAIRS MUST BE A MINIMUM OF 36" HIGH MEASURED VERTICALLY FROM THE NOSING OF THE TREADS. THE HORIZONTAL SPACING OF THE VERTICAL BALUSTERS SHALL BE 4" O.C. MAX. - THERMOSTAT TO BE 64" OFF OF FLOOR - AT LOWER LEVEL, PROVIDE A 6' LONG 2x4 WALL WITH STUDS AT 16" O.C. HELD 1" OFF FOUNDATION WALL FOR ELECTRIC AND STRUCTURED WIRING PANEL. INSULATE WALL AS REQUIRED. - CABINET SIZES MAY VARY WITH FULL-OVERLAY CABINETS. - GROUND FAULT CIRCUIT INTERRUPTER (GFCI) OUTLETS TO BE INSTALLED PER NEC 2005, SECT. 210.8. - PROVIDE HOSE BIBS PER DIVISION SPEC. SHEET. EXACT LOCATION TO BE FIELD DETERMINED, UNLESS OTHERWISE NOTED ON THE PLANS. - MIN. 50 C.F.M. FOR ALL EXHAUST FANS IN BATHROOMS. - THERE IS TO BE (1) COMBINATION CARBON MONOXIDE & SMOKE DETECTOR PER FLOOR, MINIMUM. RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Copyright © 2016, (2016) The Drees Company. All Rights Reserved. POLIVKA 12190 FRENZEL PARKWAY JACKSON'S GRANT Drawing Date: Coord Name: Coord Phone: JAC-0193-00 03/20/18 MELISSA H. SERIES 859.578.4290 the LAYTON 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 Drawing Scale: 1/8" = 1'-0" ELEVATION "V" GENERAL NOTES SHEET 0N.1 05/11/18 William Hohlt 7'-0" 46'-0"24'-5" 5'-9" 18'-8" 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 8'-0" TO C.L. OF DRAIN WHEN OVERDIG WIDTH EXCEEDS 2'-0" AND FILL DEPTH EXCEEDS 4'-0", REFER TO DETAIL S-1A, S-1B, S-1C, S-1D FOR CONSTRUCTION METHOD AND DETAILS FULL BASEMENT UNEXCAVATED UNEXCAVATED 1 2 1 4 8 6 7 HOLD TOP OF PORCH WALL EVEN WITH TOP OF FOUNDATION WITH STEEL STUBBED OUT 24" MINIMUM AND LOOP TO RETURN INTO WALL. SEE SPECIFICATION MANUAL FOR PORCH CONSTRUCTION. REFER TO STANDARD ENGINEERED DETAIL SHEET S-1D FOR GARAGE SLAB INFORMATION10 10 10 SEE A/7.01 TYPICAL SECTION THROUGH PORCH SLAB FOR DETAILS OUTLINE OF PORCH SLAB ABOVE 2x4 NOTCH FOR SIDEWALK SUPPORT. 16 17 18 19 20 BRICK LEDGE PER STANDARD DETAIL 3/D1.1 OR 4/D1.1 18 TYP. 18 TYP. 13 17 15'-0"25'-3"20'-9" CJHOLD BOTTOM OF WINDOW @ 44" A.F.F. FROM TOP OF SLAB 19 4040 SLIDER1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 2. ALL FOUNDATION WALLS 8" UNLESS OTHERWISE NOTED. 3. OVERALL FOUNDATION WALL HEIGHT MAY VARY UP TO 1". 4. SEE SHEET 0N.1 FOR VERTICAL FOUNDATION WALL CONTROL JOINT LOCATIONS. 5. JOISTS ARE NOT TO BE PLACE DIRECTLY OVER INTERIOR PARALLEL WALL. (TO PREVENT UNEVEN FLOOR DEFLECTION FROM OCCURRING) 36" x 36" x 12" CONCRETE PAD w/ 3-1/2" DIA. x 11 GA. ADJUSTABLE STEEL COLUMN 2x4 NOTCH FOR GARAGE FLOOR SUPPORT; HEIGHT TO BE FIELD DETERMINED. 8"W x 8"H x 4"D BEAM POCKET 5'-0" DIAMETER AREA SLOPED TO DRAIN WITH 2" LOWER THAN TOP OF SLAB SLAB CONTROL JOINT TO BE LOCATED DIRECTLY UNDER STEEL BEAM SLAB CONTROL JOINT GARAGE SLAB TO BE HELD A MINIMUM OF 4" BELOW TOP OF FOUNDATION AND IS TO SLOPE 4" TOWARDS GARAGE DOOR. CONTINUOUS FOOTING AND FOUNDATION-DROP TO BE FIELD DETERMINED. LINE OF BASEMENT STAIR. REFER TO STANDARD ENGINEERED DETAIL SHEET S-1A FOR GARAGE SLAB INFORMATION DROPPED BRICK LEDGE. 59'-0" 20 3 14'-0"TO C.L. OF DRAINFLOORDRAIN 11 18'-0" TO C.L. OF BEAM 13'-11" TO C.L. OF BEAM 12'-9" C.L. OF BEAMS 13'-6"C.L. OF COLUMN15'-414"TO C.L. OF COLUMN15'-414"C.L. COLUMNS13'-2"C.L. OF COLUMNS7'-0"C.L. OF COLUMN2 2 4 1'-0" 12'-5" C.L. OF BEAMS 4 A 5.01 12 18 TYP. 18 TYP. 13 46'-0" 12'-0" 26'-4" 19 5'-10" 18'-9"3'-9" 12'-0"22'-0" 17'-412"20'-8"20'-11" 11'-0 1 2"9'-101 2" 2'-0"3'-312" 33'-8" 8"3'-0" 1'-0" 21'-5" 57'-0"11'-0" 7'-0" 8"6'-2" 8" 11'-2" 20'-1112" CJ16 14 15 UP12'-7"11'-2" 4040 SLIDER W8x10 STEEL BEAM W8x18 STEEL BEAM W8x18 STEEL BEAMW8x10 STEEL BEAMW8x10 STEEL BEAM13'-6"C.L. OF COLUMN3 30" x 30" x 12" CONCRETE PAD w/ 3-1/2" DIA. x 11 GA. ADJUSTABLE STEEL COLUMN 20 21 24" x 24" x 8" PLAIN CONCRETE PAD21 9'-714"C.L. OF PAD3'-1034" C.L. PAD 12'-0" 21'-7" 9'-7" 9 10 15 9 58'-0"18'-0" 2'-0"8" 12'-0" 3'-0" 23'-0" 57'-0"1'-3" 9'-0" 1'-9" 8" 9'-7"10'-6" 10" 20'-1" REISSUED: 03/27/182'-0"2'-6" 8"1'-10"1'-0" General Notes Key Notes 1.01 RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Copyright © 2016, (2016) The Drees Company. All Rights Reserved. POLIVKA 12190 FRENZEL PARKWAY JACKSON'S GRANT Drawing Date: Coord Name: Coord Phone: JAC-0193-00 03/20/18 MELISSA H. SERIES 859.578.4290 the LAYTON 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 Drawing Scale: 1/8" = 1'-0" ELEVATION "V" FOUNDATION PLAN UNEXCAVATED 15'-4"10'-4"2'-0"6'-0"3'-0" 1'-0" 1'-0" FILL SOLID FOR OUTDOOR LIVING FIREPLACE BEARING ABOVE A 5.02 23'-312" 26'-312" 28'-812"30'-812"14 4 05/11/18 William Hohlt UP 1 2 3 4 5 6 7 8 9 10 2X4 STUDS HELD 1" FROM FOUNDATION WALL WITH 3-1/2" BATT INSULATION. RIPPED 1X_ FOR WOOD SILL FRAME AROUND POST SLOPE WALL WITH STAIR STRINGER -- -- 1 UNFINISHED BASEMENTUNEXCAVATED UNEXCAVATED STAIRS TO BE ENCLOSED WITH FULL HEIGHT STUDS @ 16" O.C. AND DRYWALLED ON INTERIOR STAIRWELL ONLY TO BOTTOM OF THE RUN -- 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. UNEXCAVATED 16'-3"13'-712"3'-41 2"4'-0" 1'-5" 12'-1"11'-9 12"11'-7"2'6 " BEDROOM #5DROP CEILING AS REQUIRED3'0"2'-312"5'-912"6'-0"FLOOR JOIST @ 19.2" o.c. 11-7/8" TJI, SERIES 210 I-JOIST AT 19.2" O.C. (UNLESS OTHERWISE NOTED) (2)2x12 FLUSH BEAM END JOIST DOUBLE END JOIST DOUBLE EVERY OTHER JOIST UNDER KITCHEN ISLAND STAIR RAILING - SEE SPECIFICATION MANUAL FOR DETAILS. 2 3 FLOOR JOIST @ 19.2" o.c. (2)2x12 FLUSH BEAM FLOOR JOIST @ 19.2" o.c. FLOOR JOIST @ 19.2" o.c. FLOOR JOIST @ 16" o.c. (2)2x12 FLUSH BEAM FLOOR JOIST @ 19.2" o.c. FLOOR JOIST @ 19.2" o.c. P.A. P.A. REISSUED: 03/27/18UP 3'-1" UNFINISHED BASEMENT RECREATION ROOM DROP CEILING AS REQUIRED2'6" 2'6" 17'-3"19'-8"9'-2"22'-4"1'-412"9'-212"6'-9"3'-8" 5'-5"11'-2 12"12'-11 12"3'-7"2'6"7'-1" 23'-0"8'-1"5'-0" 512" 4'-0" 2'4"15'-61 2" FULL BATH 51 2" General Notes Key Notes 1.02 RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Copyright © 2016, (2016) The Drees Company. All Rights Reserved. POLIVKA 12190 FRENZEL PARKWAY JACKSON'S GRANT Drawing Date: Coord Name: Coord Phone: JAC-0193-00 03/20/18 MELISSA H. SERIES 859.578.4290 the LAYTON 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 Drawing Scale: 1/8" = 1'-0" ELEVATION "V" LOWER LEVEL FRAMING PLAN 5 6 6 5 UNEXCAVATED 14'-1" 7 7 4 05/11/18 William Hohlt APPROXIMATE LOCATION OF PLUMBING STACK- LOCATE AS SHOWN TO KEEP OUT OF FINISHED OR FUTURE FINISHED AREA 1 2 3 4 5 6 7 8 9 10 1 3 UP HOLD OUTLET LOW FOR UNDER COUNTER FRIG. -- -- -- -- 5'-0" DIAMETER AREA SLOPED TO DRAIN WITH 2" LOWER THAN TOP OF SLAB FURNACE WH UNFINISHED BASEMENT TO SWITCH ABOVE. 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. OUTLET IN JOIST SPACE 5 5 32'6 " COSD BEDROOM #5DROP CEILING AS REQUIRED SD1R/1S 3'0"REISSUED: 03/27/18UP2 UNFINISHED BASEMENT RECREATION ROOM DROP CEILING AS REQUIREDFL/BR FL/BR 2'6" 2'6"RAILING FL/BR 2'6"2'4" FULL BATH FL/BR A/C UNIT General Notes Key Notes PR TV EC D RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Copyright © 2016, (2016) The Drees Company. All Rights Reserved. POLIVKA 12190 FRENZEL PARKWAY JACKSON'S GRANT Drawing Date: Coord Name: Coord Phone: JAC-0193-00 03/20/18 MELISSA H. SERIES 859.578.4290 the LAYTON 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 Drawing Scale: 1/8" = 1'-0" ELEVATION "V" LOWER LEVEL MECHANICAL PLAN 1.03 WET BAR 6 W.S. R.I. 05/11/18 William Hohlt DN9'0" x 8'0" GARAGE DOOR 18'0" x 8'0" GARAGE DOOR3'-6"6'-01 2"3'0"x8'0"3060 S/H 3060 S/H 3060 S/H 1. REFER TO SHEET ON.1 FOR GENERAL NOTES 2. ALL FIRST FLOOR CEILINGS TO BE 10'-1" ABOVE SUBFLOOR, UNLESS OTHERWISE NOTED (SEE SPECIFICATIONS) 3. FRAME TOP OF WINDOWS AT 1'-10" FROM CEILING UNLESS OTHERWISE NOTED 4. ALL DROPPED, INTERIOR HEADERS (FALSE AND BEARING) ARE DROPPED 1'-3" FROM CEILING UNLESS OTHERWISE NOTED. 5. ALL ARCHES TO HAVE A SPRING HEIGHT OF 6" UNLESS OTHERWISE NOTED 6. SEE STANDARD DETAIL D/D2.1 FOR NAILING PATTERN FOR MULTIPLE WOOD BEAMS UP TO THREE MEMBERS. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 FRAME TOP OF BEAM @ 10'-1" ABOVE FIRST FLOOR SUBFLOOR SLOPED WALL WITH STAIR STRINGER. REFER TO SELECTION SHEETS FOR FLOORING MATERIAL PRIOR TO CONSTRUCTING STAIRS TO DETERMINE RISER HEIGHT SECOND FLOOR LINE ABOVE. PRE-FABRICATED FIREPLACE INSERT FRAME GARAGE WALL HEIGHT @ 11'-3 1/8" CARPENTER TO DROP ELECTRICAL WIRE THROUGH PORCH CEILING FOR LIGHTS DO NOT CENTER JOISTS OVER FRONT DOOR TO ALLOW FOR RECESSED CAN LIGHT INSTALLATION DROPPED HEADER @ 8'-10" A.F.F. 34-1/2" HIGH WALL. 22-12" X 32" ATTIC ACCESS. LOCATE A MINIMUM OF 9'-6" FROM GARAGE DOOR. SEE F/D2.2 FOR BENCH DETAIL 4 6 6 HVAC CHASE 12 FRAME CARRIAGE GARAGE WALL HEIGHT @ 10'-1" 12 13 3 KITCHEN Key Notes A 5.01 57'-3" 27'-3"12'-0" 6'-912"13'-712"6'-10" 6"6" 6" 6" 8" 8"56'-3"23'-0" 21'-3" 12'-0"2'-9 12"9'-212"2'-71 2"18'-0"2'-412" 57'-3" 12'-7" 11'-10" 20'-10" 12'-0" 2'-6" 3'-3" 6'-134"5'-814" 4'-5"5'-2" 5'-712"1'-712" 9'-0"1'-412"2'-1" 4'-9" 4'-2"2'-412"56'-3"34'-3"11'-0" 1'-0" 3'-0" 7'-0" 1'-7" 4'-9" 8"7'-9"5'-1" 21'-5" 1'-0" REISSUED: 03/27/18 3'0"x8'0"2'-1012"5'-0"3'-112"12'-8"71 2"13'-1" 13'-2" 6'-612"7'-0" 6'-6"9" 17'-4" 8"12'-8" 8'-912"8"12'-8" 20'-012"2'-8"16'-812"11'-8" 2'-412"3'-1"11'-10 12"5'-1" 8" 7'-1"1012"11" 13'-1" 14'-1"20'-8"11'-8 12" 4'-9"3'-7"20'-1"12'-112"51 2"8'-712"2'8"X8'0" 1 1 3060 S/H3060 S/H 3060 S/H 3060 S/H 5060 FIXED 3060 S/H 3060 S/H3060 S/H6'-912"8'-7"3'-21 2" UP 13 2640 FIXED 1660 FIXED 3060 CASEMENT 1660 FIXED MULLED 1660 FIXED 3060 CASEMENT 1660 FIXED MULLED 2040 FIXED TEMPERED 5 2'4"x8'0" 2'4"2'8"x8'0"4'-2" 14'-8" 3'-4" 4'-412"7'-4"5'-312"4'-1112" 2'-0" 3'-10"11'-0" 2'-0"9" 4'-3"1 4'-2"1'-9" 9'-1" 10'-1" TO TAP AND DRAIN7 W.I.C. PANTRY 1'-3"2'4"X8'0"2'0"X8'0"6'-9"1'-912"2'-6"3'-1" 2'-7"5'-5" 5'-312"11'-6 12"3'-812"4'-2"4'-0"7'-612" 2'-6"14'-9"11 2 9 10 DROPPED CEILING @ 8'-10" A.F.F. 14 18'-0" 9'-4"8'-8" 11'-0"1'-3"1'-0" 23'-0" 9'-7" 10'-6" 1'-0"5'-712" 512" 3 FRAME PORCH CEILING @ 10'-1" ABOVE FIRST FLOOR SUBFLOOR FRAME TOP OF WINDOW HEADER @ 9'-5 1/8" ABOVE FOUNDATION WALL 15 16 16 General Notes 1ST FLOOR FRAMING PLAN RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Copyright © 2016, (2016) The Drees Company. All Rights Reserved. POLIVKA 12190 FRENZEL PARKWAY JACKSON'S GRANT Drawing Date: Coord Name: Coord Phone: JAC-0193-00 03/20/18 MELISSA H. SERIES 859.578.4290 the LAYTON 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 Drawing Scale: 1/8" = 1'-0" ELEVATION "V" 2.01F STUDY POWDER 10'-1" CEILING OPEN TO ABOVE FAMILY ROOM 4'-41 2" 81 2"81 2" 7'-012" 4'-41 2" 81 2"5'-0"81 2"812" 5'-1" 812"5'-1"812" 812"A 5.02 DININGSUNROOM COVERED PORCH FOYER GARAGE FAMILY READY ROOM CARRIAGE GARAGE 23'-4"2'0"X8'0"2'0"X8'0"3'-3" 5'-3" 2'-6"8 8 05/11/18 William Hohlt LATERAL BRACING & SHEAR WALL SHEATHING SPECIFICATIONS THIS MODEL HAS BEEN DESIGNED TO RESIST LATERAL FORCES RESULTING FROM: 90 MPH WIND IN 2012 IRC MAP (115 MPH WIND SPEED IN ASCE 7-10 WIND MAP, PER IRC R301.2.1.1) EXP. B, RISK CAT. 2 & SEISMIC CAT. A/B. THE DESIGN WAS COMPLETED PER 2012 IBC (SECTION 1609) & ASCE 7-10, AS PERMITTED BY R301.1.3 OF THE 2012 IRC, OR THE SIMPLIFIED PRESCRIPTIVE PROCEDURE IN ACCORDANCE WITH THE 2012 IRC IF THE PARAMETERS OF SECTION R602.12 COMPLY. ACCORDINGLY, THIS MODEL, AS DOCUMENTED AND DETAILED HEREWITHIN, IS ADEQUATE TO RESIST THE CODE REQUIRED LATERAL FORCES. SEE CONNECTION SPECIFICATIONS CHART FOR STANDARD SHEAR TRANSFER DETAILING. IF ADDITIONAL CAPACITY IS REQUIRED BY DESIGN, IT WILL BE SPECIFICALLY NOTED ON PLAN. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING. NOTES M&K STND. - OCT. 2015 INDICATES HOLDOWN INDICATES EXTENT OF INT. OSB SHEARWALL, BLOCKED PANEL EDGES, AND/OR 3" O.C. EDGE NAILING PRE-MANUFACTURED PANELIZED WALLS: FASTEN TOGETHER END STUDS OF WALL PANELS SHEATHED w/ OSB OR PLYWOOD w/ 10d NAILS @ 4" O.C. (THRU ONE SIDE ONLY) 3" O.C. EDGE NAILING 7/16" OSB OR 15/32" PLYWOOD: FASTEN SHEATHING w/ 8d NAILS @ 6" O.C. AT EDGES & @ 12" O.C. IN THE PANEL FIELD. (TYP, U.N.O.) HORIZONTAL BLOCKING OF EXT. WALL/SHEAR WALL PANEL EDGES IS NOT REQUIRED BY THIS DESIGN EXCEPT FOR THOSE AREAS SPECIFICALLY NOTED. EXT. WALL SHEATHING SPECIFICATION ALL EXT. WALLS SHALL BE CONTINUOUSLY SHEATHED AND ARE CONSIDERED SHEAR WALLS. ALT. STAPLE CONNECTION SPEC: 1-3/4" 16 GA STAPLES (7/16" CROWN) @ 3" O.C. AT EDGES & @ 6" O.C IN FIELD. BLOCKED PANEL EDGES AT DESIGNATED AREAS - FASTEN SHEATHING w/ 8d NAILS @ 6" O.C. AT ALL PANEL EDGES AND 12" O.C. IN THE PANEL FIELD OR 1-3/4" 16 GA STAPLES (7/16" CROWN) @ 3" O.C. AT EDGES & @ 6" O.C IN FIELD. ALL SHEATHING PANELS SHALL BE ORIENTED AND INSTALLED FULL HEIGHT OF SHEAR WALL OR 2x HORIZONTAL BLOCKING SHALL BE PROVIDED TO SUPPORT ALL UNSUPPORTED PANEL EDGES & EDGE FASTENING. AT DESIGNATED AREAS - FASTEN PANEL EDGES OF WOOD STRUCTURAL WALL SHEATHING TO FRAMING w/ 8d NAILS @ 3" O.C. NO STAPLE ALTERNATIVE AVAILABLE AT THIS SPEC. ALL SHEATHING PANELS SHALL BE ORIENTED AND INSTALLED FULL HEIGHT OF SHEAR WALL OR 2x HORIZONTAL BLOCKING SHALL BE PROVIDED TO SUPPORT UNSUPPORTED PANEL EDGES AND 3" O.C. EDGE FASTENING. DESIGN ASSUMES 16" O.C MAX. STUD SPACING, U.N.O. 2 3 4 5 6 7 8 9 10 11 12 13 14 1 -- -- -- -- -- -- -- -- -- -- -- -- FRAME TOP OF BEAM @ 11'-1" ABOVE FIRST FLOOR SUBFLOOR FRAME TOP OF BEAM @ 10'-1" ABOVE FIRST FLOOR SUBFLOOR 7'-0"FACE OF BEAM2 Key Notes HIP GIRDER TRUSSBEARING WALLBEARING WALL A 2 DROP FLOOR JOIST @ 19.2" o.c. A 2 DROP C 2DROP BEARING WALL(6)2x4 FLOOR JOIST @ 19.2" o.c. (2)2x4 (2)2x4 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 2. JOISTS ARE NOT TO BE PLACE DIRECTLY OVER INTERIOR PARALLEL WALL. (TO PREVENT UNEVEN FLOOR DEFLECTION FROM OCCURRING) A 2 A 2 A 2 A 2 A 2 A 2 A 2 A 2 A 2 BEARING WALL 1'-9" (MIN) PANEL A 2 A 2 A 2 K 2DROP 3" O.C. EDGE NAILING (SEE NOTES) 6x6 PRESSURE TREATED POST WITH SIMPSON BC46 POST CAP AND ABA66Z BASE (TYP.)BEARING WALLC 2 DROP L FLOOR JOIST @ 19.2" o.c. FLOOR JOIST @ 19.2" o.c. 3" O.C. EDGE NAILING(SEE NOTES)3" O.C. EDGE NAILING(SEE NOTES)(2)2x4 BEAM POCKETRUN BEAM TO EXTERIOR WALL (4)2x4 (4)2x4 (2)2x4 (2)2x4 ROOF TRUSSBEARING WALLFLOOR JOIST @ 19.2" o.c. A 2 DOUBLE FLOOR JOIST @ 19.2" o.c. DOUBLE FLOOR JOIST @ 19.2" o.c. FLOOR JOIST @ 19.2" o.c.BEARING WALLBLOCKED PANEL EDGES(SEE NOTES)2x6 SPF #2 @16"o.c.BALLOON FRAMED WALLA 2DROP (2)2x4 H 2 FLUSH (2)2x4 (2)2x6 A 2 A 2 A 2 CONTINUOUS A 2 CONTINUOUS A 2 BLOCKED PANEL EDGES (SEE NOTES) PROVIDE ROOF GIRDER TRUSS TO SUPPORT BRICK ABOVE, DESIGNED FOR L/600 AND 3" (MIN) TOTAL LOAD DEFLECTION STRUCTURAL GABLE END TRUSS ROOF TRUSS (3)2x4 (3)2x4 D 2 CONTINUOUS (2)2x4 (3)2x4 PROVIDE ROOF GIRDER TRUSS TO SUPPORT BRICK ABOVE, DESIGNED FOR L/600 AND 3" (MIN) TOTAL LOAD DEFLECTION (2)2x6GARAGE PORTAL FRAME(SEE NOTES)FULL WIDTH OF PORTAL FRAME WITH L4x4 5/16" STEEL ANGLE FASTENED TO LVL WITH 5/8" DIA. x 3" LONG LAG SCREWS @ 16" o.c.13'-712"STAIR OPENING20'-712" TO STAIR OPENING8'-912" STAIR OPENING 4'-01 2" STAIR OPENING 1 11'-0"TO FACE OF BEAML 2 FLUSH BOTTOM(2)2x4 BEAM POCKET FLOOR JOIST @ 19.2" o.c. (2)2x4 BEAM POCKET (2)2x4 (4)2x6 (3)2x4 ROOF TRUSSROOF TRUSS (2)2x6 M 3CONTINUOUS FULL WIDTH OF PORTAL FRAME WITH L4x4 5/16" STEEL ANGLE FASTENED TO LVL WITH 5/8" DIA. x 3" LONG LAG SCREWS @ 16" o.c. (6)2x4 W12x22 DROPPED STEEL BEAMFLOOR JOIST(3)2x6 FROM BEAM TO HEADER (4)2x6 A 2 JACK TRUSSES @ 24" O.C. (2)2x4 General Notes RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Copyright © 2016, (2016) The Drees Company. All Rights Reserved. POLIVKA 12190 FRENZEL PARKWAY JACKSON'S GRANT Drawing Date: Coord Name: Coord Phone: JAC-0193-00 03/20/18 MELISSA H. SERIES 859.578.4290 the LAYTON 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 Drawing Scale: 1/8" = 1'-0" ELEVATION "V" 1ST FLOOR STRUCTURAL PLAN 2.01S 05/11/18 William Hohlt 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 22-1/2" x 32" ATTIC ACCESS. HVAC CHASE -- -- -- -- -- -- -- -- -- -- SLOPED WALL WITH STAIR STRINGER. 4 2 Key Notes 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 2. ALL SECOND FLOOR CEILINGS TO BE 9'-1" ABOVE SUBFLOOR UNLESS OTHERWISE NOTED. 3. FRAME TOP OF ALL WINDOWS @ 1'-0 1/4" DOWN FROM CEILING UNLESS OTHERWISE NOTED. 4. ALL DROPPED INTERIOR HEADERS TO BE DROPPED 1'-0" FROM CEILING UNLESS OTHERWISE NOTED. 5. ALL ARCHES TO HAVE A SPRIG HEIGHT OF 6", UNLESS OTHERWISE NOTE. 6. SEE STANDARD DETAIL D/D2.1 FOR NAILING PATTERN FOR MULTIPLE WOOD BEAMS UP TO THREE MEMBERS. OUTLINE OF GARAGE OR FIRST FLOOR WALL BELOW. DO NOT LOCATE TRUSS ABOVE PLUMBING WALL. A 5.01 REISSUED: 04/17/182'4" 2'4"2' 6 " 2'6" 2'4" 2'4"2'4"2'0 "2'0"3060 CASEMENT (2)2040 FIXED MULLED 2040 FIXED2040 FIXED3060 S/H 3060 S/H3060 S/H 3060 S/H 6" 6" 45'-3" 8'-11"7'-4"52'-3"7'-6" 3'-312"7'-0" 12'-7"12'-112"52'-3"3'-6"9'-1" 6'-034"6'-034" 45'-3"18" HIGH SHOWER SEAT SLOPED 3/8" FOR WATER RUN-OFF OVER FLEXIBLE CHLORINATED POLYETHLENE WATERPROOF MEMBRANE (CONTINUE OVER FRONT AND BACK OF SEAT) 14'-1"12'-1"5'-10" 13'-2"20'-1"14'-1"5'-11 2"10'-91 2"1'-7"4'-3" 1'-3"5'-21 2" 6'-8" 10" 3'-0" 2'-10" 5'-0"2'-9" 4'-2" 5'-10"4'-6" 2'-9" 6'-10"1'-7" 5'-5"11'-312"3'-10" 5'-0" 5'-6" 2'-612"12'-612" 5'-8" 9'-012"18'-512"7'-5"4'-51 2"3'-91 2" 12'-112"11'-6 12"5'-6"3'-7"2'-612"5'-11"3'-1" 8" 3'-1034" 9'-1112"1'-0"5'-414"5'-6"6'-014"2'-634" 2'4 "6'-112"8'-8"4'-1" 512" 2'8" 5'-8" TAP AND DRAIN 8'-8"2040 S/H26'-1112"7'-6"6 2'4"2'4"1'6"1'6"7'-512"15'-834"13'-314" 11'-9 12"8'-1" 2'-0"9'-812"9'-10"1'-8" 5'-2"6'-0"5'-0" 3'-21 2" 6'-91 2"3'-412"5'-2"3'-9" OWNER'S BATH 2'-11"1'-0"4'-2"9 1'-3" 8'-7" 312"2'4" 4 2040 FIXED TEMP. 8" 60"x36" MUD PAN BOTTOM OF WINDOWS AT 3'-0 3/4" A.F.F. 2040 FIXED TEMP. 4 2'4"2'6"3060 S/H3060 S/H 3060 S/H 3'0"DN3'-10"7'-8 12"45'-3"28'-10"7'-512"45'-3" 20'-612" 7'-0" 14'-1" 12'-112"7'-71 2" 3'-7"2'-0" 6'-1112"2'-312"13'-4"20'-3"8"8'-1112" 5 5 7 -- DN 1 REFER TO SELECTION SHEETS FOR FLOORING MATERIAL PRIOR TO CONSTRUCTING STAIRS TO DETERMINE RISER HEIGHT 51 2" 2'-8" 2'-0" General Notes RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Copyright © 2016, (2016) The Drees Company. All Rights Reserved. POLIVKA 12190 FRENZEL PARKWAY JACKSON'S GRANT Drawing Date: Coord Name: Coord Phone: JAC-0193-00 03/20/18 MELISSA H. SERIES 859.578.4290 the LAYTON 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 Drawing Scale: 1/8" = 1'-0" ELEVATION "V" 2.02F 2ND FLOOR FRAMING PLAN BEDROOM #2 W.I.C. W.I.C. TRAYCEILING OWNER'S SUITE 9'-9" CEILINGW.I.C. W.I.C. FULL BATH A 5.02 JACK & JILL BATH 9'-1" CEILINGLAUNDRY HALL BEDROOM #3 BONUS ROOM SLOPE10'-4 1/2" CEILING 7'-7" HIGH WALL BEDROOM #4 OPENTO BELOW SEAT 3 3 3 FRAME TOP OF WINDOW @ 2'-0 1/4" DOWN FROM CEILING 1'-0" 10'-5" CEILING05/11/18 William Hohlt 4 5 6 7 8 9 10 11 12 13 14 1 2 3 -- -- -- -- -- -- -- -- -- -- -- -- -- 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 2. JOISTS ARE NOT TO BE PLACE DIRECTLY OVER INTERIOR PARALLEL WALL. (TO PREVENT UNEVEN FLOOR DEFLECTION FROM OCCURRING) -- Key Notes 3-POINT BEARING GIRDER TRUSSHIP GIRDER TRUSSLATERAL BRACING & SHEAR WALL SHEATHING SPECIFICATIONS THIS MODEL HAS BEEN DESIGNED TO RESIST LATERAL FORCES RESULTING FROM: 90 MPH WIND IN 2012 IRC MAP (115 MPH WIND SPEED IN ASCE 7-10 WIND MAP, PER IRC R301.2.1.1) EXP. B, RISK CAT. 2 & SEISMIC CAT. A/B. THE DESIGN WAS COMPLETED PER 2012 IBC (SECTION 1609) & ASCE 7-10, AS PERMITTED BY R301.1.3 OF THE 2012 IRC, OR THE SIMPLIFIED PRESCRIPTIVE PROCEDURE IN ACCORDANCE WITH THE 2012 IRC IF THE PARAMETERS OF SECTION R602.12 COMPLY. ACCORDINGLY, THIS MODEL, AS DOCUMENTED AND DETAILED HEREWITHIN, IS ADEQUATE TO RESIST THE CODE REQUIRED LATERAL FORCES. SEE CONNECTION SPECIFICATIONS CHART FOR STANDARD SHEAR TRANSFER DETAILING. IF ADDITIONAL CAPACITY IS REQUIRED BY DESIGN, IT WILL BE SPECIFICALLY NOTED ON PLAN. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING. NOTES M&K STND. - OCT. 2015 INDICATES HOLDOWN INDICATES EXTENT OF INT. OSB SHEARWALL, BLOCKED PANEL EDGES, AND/OR 3" O.C. EDGE NAILING PRE-MANUFACTURED PANELIZED WALLS: FASTEN TOGETHER END STUDS OF WALL PANELS SHEATHED w/ OSB OR PLYWOOD w/ 10d NAILS @ 4" O.C. (THRU ONE SIDE ONLY) 3" O.C. EDGE NAILING 7/16" OSB OR 15/32" PLYWOOD: FASTEN SHEATHING w/ 8d NAILS @ 6" O.C. AT EDGES & @ 12" O.C. IN THE PANEL FIELD. (TYP, U.N.O.) HORIZONTAL BLOCKING OF EXT. WALL/SHEAR WALL PANEL EDGES IS NOT REQUIRED BY THIS DESIGN EXCEPT FOR THOSE AREAS SPECIFICALLY NOTED. EXT. WALL SHEATHING SPECIFICATION ALL EXT. WALLS SHALL BE CONTINUOUSLY SHEATHED AND ARE CONSIDERED SHEAR WALLS. ALT. STAPLE CONNECTION SPEC: 1-3/4" 16 GA STAPLES (7/16" CROWN) @ 3" O.C. AT EDGES & @ 6" O.C IN FIELD. BLOCKED PANEL EDGES AT DESIGNATED AREAS - FASTEN SHEATHING w/ 8d NAILS @ 6" O.C. AT ALL PANEL EDGES AND 12" O.C. IN THE PANEL FIELD OR 1-3/4" 16 GA STAPLES (7/16" CROWN) @ 3" O.C. AT EDGES & @ 6" O.C IN FIELD. ALL SHEATHING PANELS SHALL BE ORIENTED AND INSTALLED FULL HEIGHT OF SHEAR WALL OR 2x HORIZONTAL BLOCKING SHALL BE PROVIDED TO SUPPORT ALL UNSUPPORTED PANEL EDGES & EDGE FASTENING. AT DESIGNATED AREAS - FASTEN PANEL EDGES OF WOOD STRUCTURAL WALL SHEATHING TO FRAMING w/ 8d NAILS @ 3" O.C. NO STAPLE ALTERNATIVE AVAILABLE AT THIS SPEC. ALL SHEATHING PANELS SHALL BE ORIENTED AND INSTALLED FULL HEIGHT OF SHEAR WALL OR 2x HORIZONTAL BLOCKING SHALL BE PROVIDED TO SUPPORT UNSUPPORTED PANEL EDGES AND 3" O.C. EDGE FASTENING. DESIGN ASSUMES 16" O.C MAX. STUD SPACING, U.N.O. REISSUED: 04/17/18 A 2 A 2 A 2 A 2 A 2 A 2 A 2 A 2 A 2 A 2 A 2 A 2 BEARING WALL 3-POINT BEARING ROOF TRUSSPROVIDE CONTINUOUS. O.S.B. SHEATHING FULL HEIGHT OF WALL DOWN TO SECOND FLOOR SOLE PLATE B 2DROP BEARING WALL BLOCKED PANEL EDGES(SEE NOTES)2x6 SPF #2 @16"o.c.BALLOON FRAMED WALL3-POINT BEARING ROOF TRUSSROOF TRUSS(2)2x6 B.F. POST BEARING WALL(6)2x4(3)2x4 HIP GIRDER TRUSSROOF TRUSS A 2 A 2 13'-712"STAIR OPENING31'-712" TO STAIR OPENING8'-91 2" STAIR OPENING OUTLINE OF GARAGE OR FIRST FLOOR WALL BELOW. 3 3 General Notes 2.02S RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Copyright © 2016, (2016) The Drees Company. All Rights Reserved. POLIVKA 12190 FRENZEL PARKWAY JACKSON'S GRANT Drawing Date: Coord Name: Coord Phone: JAC-0193-00 03/20/18 MELISSA H. SERIES 859.578.4290 the LAYTON 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 Drawing Scale: 1/8" = 1'-0" ELEVATION "V" 2ND FLOOR STRUCTURAL PLAN 05/11/18 William Hohlt 6:12 14:12 6:1214:12 14:12 14:12 14:12 14:12 14:12 14:12 14:12 8:128:1214:12 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 1'-6" O.H. EXTENTS OF DOUBLE TRAY IN TRUSS SPACE - SEE 2.01F AND B/5.01 FOR MORE INFO 1 PROVIDE (4) POT VENTS OVER MAIN HOUSE PROVIDE (1) POT VENT OVER CARRIAGE GARAGE 5 4GIRDER TRUSS1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. A 5.01 1'-6"O.H.1'-6" O.H.1'-6"G.E.1'-6"O.H.1'-6" O.H.1'-6"O.H.1'-6" O.H.1'-6"O.H.1'-6"G.E.1'-6" O.H.1'-6" O.H. 1'-6" G.E. 1'-0" O.H.1'-6"O.H.REFER TO 2.02 STRUCTURE SHEET SOLID BEARING INFORMATION PROVIDE 2x4 NAILER TO ACCEPT ROOF SHEATHING BEARING WALL 2 2 3 2 3 2 2HIP GIRDER TRUSSHIP GIRDER TRUSS3-POINT BEARING GIRDER TRUSS BEARING WALL General Notes Key Notes RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Copyright © 2016, (2016) The Drees Company. All Rights Reserved. POLIVKA 12190 FRENZEL PARKWAY JACKSON'S GRANT Drawing Date: Coord Name: Coord Phone: JAC-0193-00 03/20/18 MELISSA H. SERIES 859.578.4290 the LAYTON 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 Drawing Scale: 1/8" = 1'-0" ELEVATION "V" ROOF PLAN 2.04 5-3/4" HEEL CUT 8-3/4" 7-3/4" 6-3/4" 10/12 ROOF PITCH 7/12 8/12 9/12 6/12 HEEL CUT STANDARDS 14/12 9-3/4" 1'1-3/4" 11-3/4" 12/12 4-3/4"5/12 3-3/4"4/12 A 5.02 05/11/18 William Hohlt DN CARRIAGE GARAGE GARAGE FOYER KITCHEN DINING FAMILY ROOM OPEN TO ABOVE 3'0"x8'0" 220V DISPOSALOUTLET IN CEILING-LOCATED NO LESS THAN 9'1-1/2" FROM GARAGE DOOR. DISPOSAL, DISCONNECT SWITCH AND OUTLET FOR DISHWASHER TO BE LOCATED IN SINK CABINET 1 2 3 4 5 6 7 8 9 10 11 12 13 SEE F/D2.2 FOR BENCH DETAIL COVERED PORCH SEE DETAIL C/7.02 FOR KITCHEN ISLAND AND LIGHTING LOCATIONS 2 4 5 6 8 9 10 11 6 DWOUTLET HELD HIGH ON KITCHEN ISLAND 14 15 12 12 13 4'-9"4'-0" A 4.01 J 7.01 A 4.01 KITCHEN ISLAND DETAIL SCALE: 1/8" = 1'-0"9'-5"8'-7"1'-312"3'-0" 2'-0"112"312" 4'-6" 11 2"3'-6"101 2"112" 31 2"2'-312"COSD RAILING SWITCHED FOR BLOWER UNIT WITH DIRECT VENT FIREPLACE UNIT ONLY. Key Notes 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 22-1/2" x 32" ATTIC ACCESS. TO SWITCH OR LIGHT ABOVE. OUTLINE OF SECOND FLOOR ABOVE. PRE-FABRICATED FIREPLACE INSERT. HEARTH MAY VARY WITH PER SELECTIONS TO SWITCH OR LIGHT BELOW. OUTLET HELD HIGH FOR MICROWAVE, VENT TO EXTERIOR HVAC CHASE REISSUED: 03/27/18 SUNROOM 2 33'0"x8'0"2'8"X8'0"3 3 3 UP RAILING 33 3 3 3 REF. SPACE FAMILY READY ROOM BENCH1 7 PANTRY (5)16" SHELVES (5)16" SHELVES2' 4 " x8'0" W.I.C.2'4"1R/1S 1R/1S 2'8"x8'0"3FL/BR POWDER STUDY 1R/1S 2'4"X8'0"2'0"X8'0"10'-1" CEILING COVERED PORCH 3 A/C UNIT General Notes 1ST FLOOR MECHANICAL PLAN RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Copyright © 2016, (2016) The Drees Company. All Rights Reserved. POLIVKA 12190 FRENZEL PARKWAY JACKSON'S GRANT Drawing Date: Coord Name: Coord Phone: JAC-0193-00 03/20/18 MELISSA H. SERIES 859.578.4290 the LAYTON 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 Drawing Scale: 1/8" = 1'-0" ELEVATION "V" 4.01 PR TV EC D 2'0"X8'0"2'0"X8'0"RANGE/HOOD/POT FILLERDBL. OVEN 20amp PENDANT LIGHT ROUGH-INS FLOOR OUTLET - FIELD DETERMINE R.I. R.I. R.I. TO SPOTLIGHT ABOVE 314 PROVIDE CONDUIT AND OUTLET ABOVE FIREPLACE POST LAMP WITH PHOTOCELL -FIELD DETERMINE 8 PUSH BUTTON GARBAGE DISPOSAL 15 05/11/18 William Hohlt BEDROOM #2 FULL BATH HALL 1 2 3 4 5 6 7 8 9 10 11 12 22-1/2" x 32" ATTIC ACCESS. TO SWITCH OR LIGHT BELOW. HVAC CHASE 36" HIGH WALL WITH TILE. SEE SELECTIONS AND SPECIFICATION MANUAL FOR DETAILS. 3 OUTLINE OF GARAGE OR FIRST FLOOR WALL BELOW. -- -- -- -- -- RAILING AT STAIRS 5 7 BEDROOM #4 3 2 Key Notes 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. OWNER'S SUITE SD REISSUED: 04/17/18 WALK-IN CLOSET WALK-IN CLOSET SD SD 1R/1S 1R/1S 1R/1S 1R/1S 2'4"2'4"2' 6" 2'6"2'4"2'4"2'4" 2'0"2'0" JACK & JILL BATH FL/BR RAILING RAILING RAILING RAILING 3 3 3 4 3TRAYCEILING OPENTO BELOW W.I.C. LAUNDRY 1R/1S 1R/1S 1R/1S 2'4 "2'8"TAP AND DRAIN220VFL/BR 16" DEEP SHELF AT 5'7" A.F.F.2'4"2' 4" WALK-IN CLOSET 1'6"1'6"2'4"FL/BR 6 1R/1S 2R/2S1R/1S 1R/1S 60"x36" MUDPAN FL/BR SEAT (5)16"SHLVS 2'4"2'6" 7'-7" HIGH WALL 10'-4 1/2" CEILING SLOPEBONUS ROOM BEDROOM #3 SD 1R/1S 3'0"DNCOSD FL/BR -- DN FL/BR FL/BR FL/BR General Notes RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Copyright © 2016, (2016) The Drees Company. All Rights Reserved. POLIVKA 12190 FRENZEL PARKWAY JACKSON'S GRANT Drawing Date: Coord Name: Coord Phone: JAC-0193-00 03/20/18 MELISSA H. SERIES 859.578.4290 the LAYTON 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 Drawing Scale: 1/8" = 1'-0" ELEVATION "V" 2ND FLOOR MECHANICAL PLAN 4.02 PR TV EC D FL/BR FL/BR H.S. H.S. FL/BR ROUGH-IN TUB SD R.I. R.I. R.I.3 5 FL/BR GLASS ENCLOSURE FL / BR 05/11/18 William Hohlt 9'-1" 7'-2 7/8"HEADROOM9'-31 2" STAIR OPENING FAMILY ROOM PRE-ENGINEEREDWOOD TRUSSES 8 12 FOYER OWNER'S SUITE 8"20'-258"1178"8'-8"4"34"112" 10'-1" 9'-1"1178 "8'-912" 34"1178 "34"FULL BASEMENT COVERED PORCH WITH FIREPLACE10'-1" TO TOP OF BEAM A.F.F.11'-0" TO FACE OF BEAM REFER TO D-SHEETS AND SPECIFICATION MANUAL REISSUED: 04/17/181/2" GYPSUM BOARD SHEATHING 1/2" GYPSUM BOARD JOISTS RIM BOARD SHEATHING 1/2" GYPSUM BOARD 2x4 JOISTS34"1'-0" OVERHANG TO FRAME WALL 1'-014"TO TOP OF WINDOWBRICK WALL TIES AT 24" O.C. HORIZONTALLY AND VERTICALLY, AND WITHIN 12" OF ANY WALL OPENINGS AT A MAX. OF 36" O.C. AROUND OPENING. BRICK WEEP HOLES @ 24" O.C. AT ALL STEEL LINTELS 1'-10"TO TOP OF WINDOWPRE- ENGINEERED WOOD TRUSS HEADER PER PLAN BRICK WEEP HOLES @ 24" O.C. AT ALL BRICK SILLS & WALL BASE WEEP HOLES @ 24" o.c. HEADER PER PLANSEEHEEL CUTCHARTE D2.1 RIM BOARD 4" 4 D1.1 9'H FDN A 5.01 STEEL LINTEL (2) 2x4 TOP PLATE BRICK VENEER SHEATHING BRICK VENEER 1x8 1x6 BRICK SILL 1" AIR SPACE FLASHING DRIP EDGE DRIP EDGE BRICK VENEER SHEATHING FLASHING BRICK VENEER BEYOND (2) 2x4 TOP PLATE W.I.C. LAUNDRY 1 2 6 4 3 5 10 9 8 7 General Notes Key Notes 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. -- -- -- -- -- -- -- -- -- -- B 5.01 5.01 RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Copyright © 2016, (2016) The Drees Company. All Rights Reserved. POLIVKA 12190 FRENZEL PARKWAY JACKSON'S GRANT Drawing Date: Coord Name: Coord Phone: JAC-0193-00 03/20/18 MELISSA H. SERIES 859.578.4290 the LAYTON 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 Drawing Scale: 1/8" = 1'-0" ELEVATION "V" SECTIONS & DETAILS SCALE: 1/8" = 1'-0" BUILDING SECTION THROUGH STAIRS8"10'-5"9'-9" 2'-0" 1'-0" 05/11/18 William Hohlt 1 2 6 4 3 5 10 9 8 7 General Notes Key Notes 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. -- -- -- -- -- -- -- -- -- -- A 5.02 5.02 RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Copyright © 2016, (2016) The Drees Company. All Rights Reserved. POLIVKA 12190 FRENZEL PARKWAY JACKSON'S GRANT Drawing Date: Coord Name: Coord Phone: JAC-0193-00 03/20/18 MELISSA H. SERIES 859.578.4290 the LAYTON 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 Drawing Scale: 1/8" = 1'-0" ELEVATION "V" SECTIONS & DETAILS SCALE: 1/8" = 1'-0" BUILDING SECTION THROUGH STAIRS 8 12 PRE-ENGINEEREDWOOD TRUSSES 10'-1" 9'-1"1178"8'-8"4" 34"112" 1178 "34"FULL BASEMENT GARAGE7'-7"10'-412"5 12 BONUS ROOM 9'-1158"1178"34"11'-3 18"13'-11 4" DROPPED STEEL BEAM, SEE 2.01 STRUCTURAL SHEET FOR INFORMATION BEDROOM #3BEDROOM #2 JACK & JILL BATH FAMILY READY ROOM SUNROOM 05/11/18 William Hohlt 1 2 3 4 5 6 7 8 9 10 11 12 13 14 -- -- -- -- -- -- -- -- -- -- -- -- -- 12 14 12 14 12 14 12 14 12 14 2040 FIXED WITH BLACKOUT BEHIND 8" TRIM, TYP. 6" TRIM, TYP. RECTANGULAR LOUVER D1 WRAP WITH BRICK ROWLOCK AND HEADER COURSE 8" TRIM, TYP. 6" TRIM, TYP. 12 14 1'-10" BRICK VENEER BRICK SOLDIER, (PULLED 3/4")4'-0"7'-6"SCALE: 1/2" = 1'-0" CORBEL DETAIL A 6.01 BRICK CORBEL A 6.01 EXTERIOR CEMENT PANEL SHEATHING 1'-0" 3 4" 3" (4) COURSES RUNNING BOND, PULL EACH COURSE 3/4" C 6.01 SEE DOOR SCHEDULE FOR STYLE AND ROUGH OPENING B 6.01 B 6.01 1 2"51 2" 1'-0" 1 2 " HEIGHT VARIESSEE EXTERIOR ELEVATIONSSCALE: 1/2" = 1'-0" GABLE PAD-OUT DETAIL B 6.01 8" TRIM, TYP. 6" TRIM, TYP. PRE-ENGINEERED WOOD TRUSSES SHEATHING EXTERIOR CEMENT PANEL SHEATHING PAD GABLE OUT WITH 2x6 STUDS 6" TRIM, TYP. 2x4 BLOCKING BRICK VENEER. 8" TRIM, TYP. 8" TRIM, TYP. 8" HIGH WOOD HEADER (116" LONG)4" 8" HIGH WOOD HEADER (42" LONG) 1 STEPS TO GRADE, FIELD DETERMINED 9'-512"4'-0"2'-0"7'-512"SCALE: 1/8" = 1'-0" ENTRY DETAIL C 6.01 BRICK STRETCHER COURSE (PULLED 3/4") 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 2. REFER TO SELECTIONS/SPECIFICATIONS FOR ROOFING MATERIAL. FLUSH BRICK ROWLOCK BRICK SILL, TYP. SCALE: 1/8" = 1'-0" FRONT ELEVATION 4" 4" 4" 4" 4" SLAT SHUTTERS WITH HINGES AND HOLD BACKS 8" HIGH WOOD HEADER (86" LONG) 8" HIGH WOOD HEADER (86" LONG) 8" HIGH WOOD HEADER (44" LONG) 8" HIGH WOOD HEADER (38" LONG) 8" HIGH WOOD HEADER (38" LONG)5'-0"FLUSH BRICK ROWLOCK BRICK SILL, TYP. FLUSH BRICK SOLDIEREXTERIOR CEMENT PANEL SHEATHING SLAT SHUTTERS WITH HINGES AND HOLD BACKS 2'-512" 2'-111 2" 2'-111 2" 2'-111 2" 2'-51 2" 2'-51 2" 2'-11 2"2'-11 2" 3'-112"3'-8"4'-512" 4'-034"4'-512" 1'-10" BRICK SOLDIER, (PULLED 3/4") R2'-0"6'-912" A.F.F.General Notes Key Notes BRICK and STONE LINTEL SCHEDULE 48" HIGHSPAN WINDOW *STONE *BRICKAll Lintels: 4" Minimum bearing required each end * Brick is based on 40psf and Stone is based on 60psf ** Any lintels not described by the above parameters shall be specifically designed. LINTEL SIZE36" HIGH ABOVE Up to 6'-0" Up to 8'-3" Up to 9'-3" Up to 16'-3" Up to 6'-0" Up to 8'-3" Up to 9'-3" Up to 16'-3" L7 x 4 x 38 L8 x 4 x 12 L8 x 4 x 12 L6 x 4 x 5 16 L5 x 3 12 x 5 16 L3 12 x 3 12 x 1 4 L7 x 4 x 38 **per Design L5 x 3 12 x 516 L4 x 3 12 x 14 L7 x 4 x 38 **per Design **per Design**per Design L6 x 4 x 38 L8 x 4 x 12 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Copyright © 2016, (2016) The Drees Company. All Rights Reserved. POLIVKA 12190 FRENZEL PARKWAY JACKSON'S GRANT Drawing Date: Coord Name: Coord Phone: JAC-0193-00 03/20/18 MELISSA H. SERIES 859.578.4290 the LAYTON 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 Drawing Scale: 1/8" = 1'-0" ELEVATION "V" FRONT & REAR ELEVATIONS 6.01 TYPICAL TRIM: 6" FASCIA 8" FRIEZE (ALL SIDES) (FRONT ONLY, UNLESS OTHERWISE NOTED) 05/11/18 William Hohlt 8 12 8 12 14 12 8" TRIM, TYP. 6" TRIM, TYP. 1'-10"1'-10"6 12 3" 8" HIGH WOOD HEADER (222" LONG) BRICK VENEER 1 2 3 4 5 6 7 8 9 10 11 12 13 14 -- -- -- -- -- -- -- -- -- -- -- -- -- -- SCALE: 1/8" = 1'-0" GARAGE SIDE ELEVATION FLUSH BRICK SOLDIER BRICK SILL, TYP. General Notes Key Notes BRICK and STONE LINTEL SCHEDULE 48" HIGH SPAN WINDOW *STONE *BRICKAll Lintels: 4" Minimum bearing required each end * Brick is based on 40psf and Stone is based on 60psf ** Any lintels not described by the above parameters shall be specifically designed. LINTEL SIZE36" HIGH ABOVE Up to 6'-0" Up to 8'-3" Up to 9'-3" Up to 16'-3" Up to 6'-0" Up to 8'-3" Up to 9'-3" Up to 16'-3" L7 x 4 x 3 8 L8 x 4 x 1 2 L8 x 4 x 12 L6 x 4 x 516 L5 x 3 12 x 516 L3 12 x 3 12 x 14 L7 x 4 x 38 **per Design L5 x 3 12 x 516 L4 x 3 12 x 14 L7 x 4 x 38 **per Design **per Design**per Design L6 x 4 x 38 L8 x 4 x 12 ---- ---- ---- ---- ---- ---- -------- ---- ---- ---- ---- ---- ---- ---- ---- 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 2. REFER TO SELECTIONS/SPECIFICATIONS FOR ROOFING MATERIAL. SIDE ELEVATIONS RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Copyright © 2016, (2016) The Drees Company. All Rights Reserved. POLIVKA 12190 FRENZEL PARKWAY JACKSON'S GRANT Drawing Date: Coord Name: Coord Phone: JAC-0193-00 03/20/18 MELISSA H. SERIES 859.578.4290 the LAYTON 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 Drawing Scale: 1/8" = 1'-0" ELEVATION "V" 6.02 TYPICAL TRIM: 6" FASCIA 8" FRIEZE (ALL SIDES) (FRONT ONLY, UNLESS OTHERWISE NOTED) 05/11/18 William Hohlt 1 2 3 4 5 6 7 8 9 10 11 12 13 14 -- -- -- -- -- -- -- -- -- -- -- -- -- --1'-10" FLUSH BRICK SOLDIER BRICK SILL, TYP. BRICK SOLDIER, (PULLED 3/4") BRICK VENEER SCALE: 1/8" = 1'-0" REAR ELEVATION 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 2. REFER TO SELECTIONS/SPECIFICATIONS FOR ROOFING MATERIAL. HORIZONTAL SIDING 6" TRIM, TYP. 4" TRIM BRICK SILL, TYP. 8" TRIM, RIP TO FIT 2'-0"8" TRIM BRICK VENEER General Notes Key Notes BRICK and STONE LINTEL SCHEDULE 48" HIGH SPAN WINDOW *STONE *BRICKAll Lintels: 4" Minimum bearing required each end * Brick is based on 40psf and Stone is based on 60psf ** Any lintels not described by the above parameters shall be specifically designed. LINTEL SIZE36" HIGH ABOVE Up to 6'-0" Up to 8'-3" Up to 9'-3" Up to 16'-3" Up to 6'-0" Up to 8'-3" Up to 9'-3" Up to 16'-3" L7 x 4 x 3 8 L8 x 4 x 1 2 L8 x 4 x 12 L6 x 4 x 516 L5 x 3 12 x 516 L3 12 x 3 12 x 14 L7 x 4 x 38 **per Design L5 x 3 12 x 516 L4 x 3 12 x 14 L7 x 4 x 38 **per Design **per Design**per Design L6 x 4 x 38 L8 x 4 x 12 ---- ---- ---- ---- ---- ---- -------- ---- ---- ---- ---- ---- ---- ---- ---- 6.03 RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Copyright © 2016, (2016) The Drees Company. All Rights Reserved. POLIVKA 12190 FRENZEL PARKWAY JACKSON'S GRANT Drawing Date: Coord Name: Coord Phone: JAC-0193-00 03/20/18 MELISSA H. SERIES 859.578.4290 the LAYTON 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 Drawing Scale: 1/8" = 1'-0" ELEVATION "V"REISSUED: 03/27/18REAR ELEVATION 05/11/18 William Hohlt 8 12 SCALE: 1/8" = 1'-0" SIDE ELEVATION1'-10"BRICK SOLDIER, (PULLED 3/4") BRICK VENEER 1 2 3 4 5 6 7 8 9 10 11 12 13 14 -- -- -- -- -- -- -- -- -- -- -- -- -- -- HORIZONTAL SIDING 6" TRIM, TYP. 8" TRIM, TYP. 6" TRIM, TYP. 14 12 BRICK SILL, TYP.9'-512"4'-0"2'-0"7'-512"BRICK STRETCHER COURSE (PULLED 3/4")R2'-0"6'-912" A.F.F.A 6.04 SCALE: 1/8" = 1'-0" ENTRY DETAIL A 6.04 8" TRIM General Notes Key Notes 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 2. REFER TO SELECTIONS/SPECIFICATIONS FOR ROOFING MATERIAL.REISSUED: 04/17/18RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Copyright © 2016, (2016) The Drees Company. All Rights Reserved. POLIVKA 12190 FRENZEL PARKWAY JACKSON'S GRANT Drawing Date: Coord Name: Coord Phone: JAC-0193-00 03/20/18 MELISSA H. SERIES 859.578.4290 the LAYTON 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 Drawing Scale: 1/8" = 1'-0" ELEVATION "V" BRICK and STONE LINTEL SCHEDULE 48" HIGHSPAN WINDOW *STONE *BRICKAll Lintels: 4" Minimum bearing required each end * Brick is based on 40psf and Stone is based on 60psf ** Any lintels not described by the above parameters shall be specifically designed. LINTEL SIZE36" HIGH ABOVE Up to 6'-0" Up to 8'-3" Up to 9'-3" Up to 16'-3" Up to 6'-0" Up to 8'-3" Up to 9'-3" Up to 16'-3" L7 x 4 x 38 L8 x 4 x 12 L8 x 4 x 12 L6 x 4 x 5 16 L5 x 3 12 x 516 L3 12 x 3 12 x 14 L7 x 4 x 38 **per Design L5 x 3 12 x 516 L4 x 3 12 x 14 L7 x 4 x 38 **per Design **per Design**per Design L6 x 4 x 38 L8 x 4 x 12 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- SIDE ELEVATION 6.04 05/11/18 William Hohlt GRADE TYPICAL SECTION THROUGH PORCH SLAB SCALE: 1/2" = 1'-0" PER PLAN BRICK OR FAUX STONE, WHEN PRESENT AT PORCH, SITS ON SLAB. STUD WALL IS 4" OFF OF FRONT FACE OF FOUNDATION WALL, UNLESS OTHERWISE NOTED ON FOUNDATION PLAN. 6 MIL. POLY VAPOR BARRIER 11 2"6"REBAR PER SPECIFICATION MANUAL BASEMENT FOUNDATION WALL TOP OF BASEMENT FOUNDATION WALL A 7.01 GRADE COLUMN SECTION/ 10" BOX COLUMN SCALE: 1/2" = 1'-0" 1x10 8" TO C.L. OF POST 11 2"O.H. CONCRETE PORCH SLAB BRICK WALL TIES TO FOUNDATION @ 16" O.C. HORIZONTALLY & VERTICALLY POURED CONCRETE 10" BOX COLUMN DETAIL SCALE: 1/2" = 1'-0" BEARING COLUMN NON-BEARING COLUMN 1x10 1x12 WRAP AT BOTTOM, 1x10 WRAP AT TOP, W/ EDGE CUT AT 45°. 4x4 WOOD POST ANCHORED TO CONCRETE W/ SIMPSON ZMAX ABA44 POST BASE (OR EQUIVALENT) (3) SUPPORT BLOCKS 8-1/2"x8-1/2"x1-1/2" EQUALLY SPACED IN COLUMN. B 7.01 SECURE 4x4 POST TO CONCRETE W/SIMPSON ZMAX ABA44 POST BASE (OR EQUIVALENT) ALUMINUM PLINTH BLOCK 1x12 10" 4x4 PRESSURE TREATED POST 34"SECURE 4x4 POST TO BEAM WITH A SIMPSON LSTA18 STRAP (OR EQUIVALENT) 10" COLUMN 1x10 JOISTS SHEATHING/ VINYL SOFFIT 914"1x10 BLOCKING AT POST 1x8 HEADER (PER PLAN) REAR COVERED PORCH 9'-6" (+6") FIELD VERIFY HEIGHT OF COLUMNCOLUMN HEIGHT MAY VARY PER PORCH SLAB1'-014"1x4 2x2 NAILER 1 2 6 4 3 5 10 9 8 7 General Notes Key Notes 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. -- -- -- -- -- -- -- -- -- -- RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Copyright © 2016, (2016) The Drees Company. All Rights Reserved. POLIVKA 12190 FRENZEL PARKWAY JACKSON'S GRANT Drawing Date: Coord Name: Coord Phone: JAC-0193-00 03/20/18 MELISSA H. SERIES 859.578.4290 the LAYTON 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 Drawing Scale: 1/8" = 1'-0" ELEVATION "V" 7.01 DETAILS 05/11/18 William Hohlt PLAN DETAIL - STAIRS FROM FIRST FLOOR TO BASEMENT PROVIDE SHIMS STAIR STRINGER EDGE OF RISER EDGE OF NOSING PROVIDE SOLID BEARING FOR DOUBLE JOIST 1x_ KICKPLATE INSTALLED BY STAIR MANUFACTURER FRONT OF LANDING; BACK OF PREFABRICATED STAIR PROVIDE SHIMS 34"112"58" 212" FROM END OF RISER TO EDGE OF STRINGER PLAN DETAIL @ CORNER OF LANDING SCALE: 1" = 1'-0"G 3"3-1/2" WALL STAIR STRINGER SCALE: 1/8" = 1'-0" STAIR SECTION B 7.02 NOTE: REFER TO SELECTION SHEETS FOR FLOORING MATERIAL PROIR TO CONSTRUCTING STAIRS TO DETERMINE RISER HEIGHTS 9'-312" STAIR OPENING FOYER112"58"11'-158"18 RISERS @ 7-3/8"17 TREADS @ 10"2x6 LANDING 2'-534"TOP OFLANDING6'-958"TOP OFLANDINGSECOND FLOOR FIRST FLOOR13'-2"8'-4" 4'-1"3'-7"DN SCALE: 1/4" = 1'-0" 2x6 WINDER D C 6'-0" 10" 10" 10"10" 34"10"10" 34"214" 3'-10"5'-3"214"3'-10"214" 34" 1'-11" PLAN DETAIL - STAIRS FROM FIRST FLOOR TO SECOND FLOOR SCALE: 1/4" = 1'-0" 10" 2'-3" FROM FACE OF RISER TOFACE OF RISER (TYP.) G G 10" 10" 3'-11"4'-5" 114" TYP. NOSING 18 RISERS @ 7-3/8" 17 TREADS @ 10" STAIR INFO SECOND FLOOR 6" 6"61 4"614"3'-6"10" 10" 10" 10" E F B 7.02 1x KICKPLATE INSTALLED BY STAIR MANUFACTURER PROVIDE SOLID BEARING (TYP.) LINE OF SUBFLOOR STAIR STRINGER STAIR STRINGER STAIR STRINGER PROVIDE SOLID BEARING (TYP.) PROVIDE SOLID BEARING (TYP.) PROVIDE SOLID BEARING (TYP.) PROVIDE SOLID BEARING (TYP.) PROVIDE SOLID BEARING (TYP.) SLOPED WALL 614" 614" F (2)2x6 JOISTS LANDING DETAILSCALE: 1/4" = 1'-0" 2x6 JOISTS 4'-234"3'-7"734"3'-7"45°3'-1134"3" 512"3" 3'-10"312"4'-4"414" 412"212"4'-2"3'-7"734"3'-6"4'-134"46° 4'-4"21 2"414"4'-3"3'-10"3" 3"3'-1034"512" 614"412" 4'-014"3'-7" 734" 3'-41 2"47°3'-914"3"312"3" 3'-10"312"3'-111 2"41 4" 412" 212" 4'-2"ELANDING DETAILSCALE: 1/4" = 1'-0" DLANDING DETAIL SCALE: 1/4" = 1'-0" C LANDING DETAIL SCALE: 1/4" = 1'-0" BLANDING DETAIL SCALE: 1/4" = 1'-0" ALANDING DETAIL SCALE: 1/4" = 1'-0" (2)2x6 JOISTS (2)2x6 JOISTS (2)2x6 JOISTS (2)2x6 JOISTS A 7.02 A 7.02 1 2 6 4 3 5 10 9 8 7 General Notes Key Notes -- -- -- -- -- -- -- -- -- -- 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Copyright © 2016, (2016) The Drees Company. All Rights Reserved. POLIVKA 12190 FRENZEL PARKWAY JACKSON'S GRANT Drawing Date: Coord Name: Coord Phone: JAC-0193-00 03/20/18 MELISSA H. SERIES 859.578.4290 the LAYTON 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 Drawing Scale: 1/8" = 1'-0" ELEVATION "V" 7.02 DETAILS10'-718" HEADROOM7'-0 1/2"HEADROOM9'-1018"16 RISERS @ 7-3/8"15 TREADS @ 10"5'-638"TOP OFLANDING2x6 LANDING BASEMENT 2x6 WINDER16 RISERS @ 7-3/8" 15 TREADS @ 10" STAIR INFO BASEMENT UP UP3'-7"9'-1"214"8'-112" 3'-412"10" 10" 34"6"614"A B 10" 10" 3 4" 10" 10" 21 4" FROM FACE OF RISER TO FACE OF RISER (TYP.) 114" TYP. NOSING G 10"3'-81 2"1x KICKPLATE INSTALLED BY STAIR MANUFACTURER PROVIDE SOLID BEARING (TYP.) PROVIDE SOLID BEARING (TYP.) 312"312"LINE OF SUBFLOOR STAIR STRINGER 10" 10" 10" 10" 3'-712"4'-1" 12'-1112"312" 1x KICKPLATE INSTALLED BY STAIR MANUFACTURER STAIR STRINGER 312" 312"B 7.02 PROVIDE SOLID BEARING (TYP.) NOTE: REFER TO SELECTION SHEETS FOR FLOORING MATERIAL PROIR TO CONSTRUCTING STAIRS TO DETERMINE RISER HEIGHTS 05/11/18 William Hohlt 1 2 6 4 3 5 10 9 8 7 General Notes Key Notes 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. -- -- -- -- -- -- -- -- -- -- RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Copyright © 2016, (2016) The Drees Company. All Rights Reserved. POLIVKA 12190 FRENZEL PARKWAY JACKSON'S GRANT Drawing Date: Coord Name: Coord Phone: JAC-0193-00 03/20/18 MELISSA H. SERIES 859.578.4290 the LAYTON 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 Drawing Scale: 1/8" = 1'-0" ELEVATION "V" 7.03 DETAILS GARAGE PORTAL FRAME BRACING ELEVATION NOT TO SCALE BOTH SIDES OF GARAGE DOOR OUTSIDE ELEVATION SECTION A-A THROUGH PIER INSIDE ELEVATION SIMPSON MSTA49 STRAP, CENTERED @ BOTTOM OF HEADER - LOCATE ON INSIDE FACE OF WALL. IF PANEL SPLICE IS NEEDED IT SHALL OCCUR WITHIN MIDDLE 24" OF WALL HEIGHT. PROVIDE 2x HORIZONTAL BLOCKING TO SUPPORT PANEL EDGES. FASTEN SHEATHING TO HEADER WITH 8d COMMON NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.C. IN ALL FRAMING (STUDS & SILLS) - TYPICAL. FASTEN TOP PLATE TO HEADER w/ 2 ROWS OF 16d NAILS @ 3" o.c. 16d SINKER NAILS IN (2) ROWS @ 3"O.C. NOTE: ALL SHEATHABLE AREAS OF EXTERIOR WALL SHALL BE FULLY SHEATHED WITH 1/2" PLYWOOD OR 7/16" OSB PLAN VIEW OF CORNER DETAIL 16d NAIL AT 12" O.C. ANCHOR BOLTS PER CODE (2 MIN.) WITH 2"x2"x3/16" PLATE WASHERS.10'-0" MAX.TO TOP OF HEADERFINISHED WIDTH < 18'-0" MIN. PANEL WIDTH BASED ON 6:1 HEIGHT-TO-WIDTH ASPECT RATIO FOR EXAMPLE: 16" MIN. FOR 8' HEIGHT EXTENT OF HEADER BLOCKING AS REQ'D FOR SHEATH'G SPLICE10'-0" MAX.TO TOP OF HEADERFINISHED WIDTH < 18'-0" SHEATHING FILLER AS REQ'D 8D NAIL @ 6" O.C. IN ALL PANEL EDGES NOT PART OF PORTAL FRAMEKING STUD7/16" OSB OR 1/2" PLYWOOD SHEATHING, CONTINUOUS FROM TOP TO BOTTOM OF WALL, OR FROM TOP OF WALL TO PERMITTED SPLICE AREA.12' MAX. WALL HEIGHTFASTEN HEADER TO KING STUDS W/ (6) 16d SINKERS MIN. (2) JACK STUDS OR AS NOTED ON PLANS EXTENT OF HEADER PONYWALL(3'-0" MAX)12' MAX. WALL HEIGHT2412"2412" PORTAL FRAME WALL SEGMENT LOCATE HEADER @ TOP OF OPENING JACK STUD1/2" DIA. ANCHOR BOLT WITH 7" MIN. EMBEDMENT AND 2"x2"x3/16" PLATE WASHER, TYP. SEE TYP. CORNER FRAMING DETAIL MIN. (2) JACK STUDS OR AS NOTED ON PLANS SIMPSON MSTA49 STRAP, OPPOSITE SIDE OF SHEATHING. (SEE SECTION A-A) TYP. INSTALL PER MANUF. SPEC. 3"x 11-1/4" MIN. HEADER (SEE PLANS) APONYWALL(3'-0" MAX)3"x 11-1/4" MIN. HEADER (SEE PLANS) LOCATE HEADER @ TOP OF OPENING A A 7.04 CONNECTION SPECIFICATIONS (TYP. U.N.O.) JOIST TO SOLE PLATE (3)10d TOENAILS SOLE PLATE TO JOIST/BLK'G. 10d NAILS @ 6" o.c. STUD TO SOLE PLATE (3)10d TOENAILS BLK'G. BTWN. JOISTS TO TOP PL. (3)10d TOENAILS RIM TO TOP PLATE 10d TOENAILS @ 6" o.c. RAFTER/TRUSS TO TOP PLATE (3)10d TOENAILS + (1) SIMPSON H2.5A TOP OR SOLE PLATE TO STUD (3)10d NAILS DOUBLE STUD 10d NAILS @ 24" o.c. DOUBLE TOP PLATE 10d NAILS @ 24" o.c. DOUBLE TOP PLATE LAP SPLICE (10)10d NAILS IN LAPPED AREA TOP PLATE LAP @ CORNERS & (2)10d NAILS INTERSECTING WALLS WALL TO FOUNDATION WALL SHTG. LAP w/ SILL PL. & FASTENED PER SHEAR WALL FASTENING SPEC. NOTE: 10d NAIL = 3" x 0.131" GUN NAIL GAB. END TRUSS TO DBL. TOP PL. 10d TOENAILS @ 8" o.c. R.T. w/ HEEL HT. 9 14" TO 12" 2x10 BLK EVERY 3RD BAY FASTENED TO DBL. TOP PLATE w/ 10d TOENAILS @ 6" O.C. R.T. w/ HEEL HT. UP TO 24" LAP WALL SHTG. w/ DBL. TOP PL. & INSTALL ON TRUSS VERT. - FASTEN w/ 8d NAILS @ 6" O.C. R.T. w/ HEEL HT. 24" TO 48" LAP WALL SHTG. w/ DBL. TOP PL. & INSTALL ON TRUSS VERT. - FASTEN w/ 8d NAILS @ 6" O.C. PROVIDE 2x BLK @ EA. BAY AT TOP OF HEEL R.T. w/ HEEL HT. 12" TO 16" 2x12 BLK EVERY 3RD BAY FASTENED TO DBL. TOP PLATE w/ 10d TOENAILS @ 6" O.C. 05/11/18 William Hohlt