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HomeMy WebLinkAboutSite PlansRESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number:Drawing Date:Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0"Contract Drawn By: ( ) The Drees Company. All Rights Reserved. 900 East 96th Street, Suite 100, Indianapolis, IN 46240 Phone: [317] 347-7300 Born on Date: CDs Drawn By: Copyright © JONES 7233 DELMONT DRIVE LEGACY LEG-0023-00 11/5/19 M. HYATT SERIES II N/A 0C.1 Elevation "A" Cover Sheet 859.578.4290 the PARKHILL LJR 08/30/19 Brian W. 2019 2019 Index to the Drawings Sheet No. Sheet Name 0C.1 Cover Sheet 0N.1 General Notes 0P.1 Plot Plan 1.01 Opt. Basement Foundation Plan 1.02 Opt. Lower Level Framing Plan 1.03 Opt. Lower Level Mechanical Plan 2.01F First Floor Framing Plan 2.01S First Floor Structural Plan 2.04 Roof Plan 3.01 Opt. First Floor Subfloor Plan 4.01 First Floor Mechanical Plan 5.01 Building Section 6.01 Front Elevation 6.02 Garage Side Elevation 6.03 Rear Elevation 6.04 Side Elevation 7.01 House Specific Details 7.02 House Specific Details 7.03 House Specific Details 7.04 House Specific Details Redraws Plan Review: 11/13/19 -CHANGED LOT OT LEG-0023-00 ILO LEG-0026-00 -CHANGED TO STD. MASTER BATH Plan Review: XX/XX/XX Xxxxx Customer Plan Review Signature I understand that my new Drees home will be built in general comformance to the plans, specifications, selections and the Purchase Agreement, all of which I have reviewed and approved. This set of plans may not reflect the elevations or options for my house. Drees draws the standard plans complete with the most common options. The subcontractor's sets will show only the options I selected in my selection sheets. I have reviewed the plot plan for my house and understand that there may be some field adjustments as to the exact location of the house on the lot. I further understand that my home will not be built exactly like any other Drees home or Model and that some minor variations from my plans and specifications may occur since every home that is built has it's own set of unique construction problems that must be dealt with as the home is being built. Customer: ______________________________________________Date: _____________ Customer: ______________________________________________Date: _____________ Architecture Plan Review: No Comments Items drawn on any drawings and not written in the contract selctions WILL NOT be included in the site specific drawings.See Comments Customer Request:Design Solution:Reason For Modification:Comments: Square Footage Living Areas Finished Lower Level 1241 SF First Floor 2559 SF 3800 SF Unfinished Areas Front Porch 186 SF Garage 700 SF Screened in Covered Deck 176 SF Unfinished Basement 1323 SF 2384 SF Square Footage total may vary by +1 SF due to automated rounding of first and second floor area 4.XXX 3.XXX 4.XXX 3.XXX 4.XXX 3.XXX 4.XXX 3.XXX 2.XXX 1.XXX 2.XXX 1.XXX 2.XXX 1.XXX 2. 1. XXX XXX Division: Indianapolis Building Code: 2005 Indiana Residential Code ADDITIONAL LIGHTS IN LL SHOWN IN REDLINES BUT NOT IN SELECTIONS- PLEASE ADVISE 12 9 12 9 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. DESIGN LOADS: FLOORS: 40 psf LIVE LOAD + 10 psf DEAD LOAD = 50 psf GARAGE FLOOR: 50 psf LIVE LOAD SEISMIC: "A" & "B" ROOF: 25 psf LIVE LOAD + 20 psf DEAD LOAD = 45 psf WIND SPEED: 90 MPH DESIGN DEFLECTION LIMITS (BASED ON LIVE LOAD, EXCEPT MASONRY): RAFTERS GREATER THAN 3:12 L/180 CEILINGS L/240 MASONRY VENEER L/600 NOMINAL LUMBER FLOORS: L/360 MANUFACTURED WOOD FLOORS: DESIGNED TO MINIMUM PRO RATING OF 35 (OR EQUIVALENT). NO MORE THAN 8 POINT DIFFERENCE BETWEEN ADJACENT SPANS. L/480 FOR SPANS UP TO 16'-0" AND NO GREATER THAN 1/2" DEFLECTION L/600 FOR SPANS OVER 16'-0" IF SIMPLE SPAN; L/840 FOR SPANS OVER 16'-0" IF CONTINUOUS SPAN. NO GREATER THAN 1/2" 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) - ALL WOOD BEAMS/HEADERS: 2x6 TO BE SPF STUD GRADE OR BETTER 2x8 OR LARGER TO BE SOUTHERN PINE #2 OR BETTER - 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. - EXTERIOR WALLS TO BE 2x4 SPF STUD GRADE AT 16" o.c. UNLESS OTHERWISE NOTED (10'4-1/2" MAXIMUM WALL HEIGHT) - ALL INTERIOR BEARING WALLS AND WALLS AT BASEMENT & FIRST FLOOR STAIRWELLS, KITCHEN, AND GARAGE TO BE 2x4 SPF STUD GRADE AT 16" O.C.; ALL OTHER NON-BEARING INTERIOR WALLS TO BE 2x4 SPF STUD GRADE AT 24" O.C. UNLESS OTHERWISE NOTED. - 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: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0"Contract Drawn By: ( ) The Drees Company. All Rights Reserved. 900 East 96th Street, Suite 100, Indianapolis, IN 46240 Phone: [317] 347-7300 Born on Date: CDs Drawn By: Copyright © JONES 7233 DELMONT DRIVE LEGACY LEG-0023-00 11/5/19 M. HYATT SERIES II N/A 0N.1 Elevation "A" General Notes 859.578.4290 the PARKHILL LJR 08/30/19 Brian W. 2019 2019 REISSUED: 11/13/2019 8"8"29'-0"8"19'-0"UNEXCAVATED 1 5.01CJCJCJ CJ UNEXCAVATED OUTLINE OF BASEMENT STAIRS TO C.L OF BEARING 12'-9 1/4"4040 SLIDER5 1/4" CANT'D 20(2) 2x10P.T. (DROPPED)LINE OF DECK ABOVELINE OF DECK ABOVE46'-11 1/2" TO C.L. OF BEARING 16'-2 3/4" 14 14 8"8"29'-0"8"8"32'-8"8"TO C.L. OF COLUMN16'-6 3/4"TO C.L. OF COLUMN16'-1 1/4"11'-0" 4 13 22 FULL BASEMENT 2 D1.1 W8x24 STEEL BEAM12 25'-6 1/2" FOOTER12 TO C.L. OF BEAM 11'-8" TO C.L. OF BEAM 19'-0 3/4"19'-0"TO C.L. OF BEARING 16'-8 1/2" 54'-8"8" 10 TO C.L. OF DRAIN 20'-0" 8" 8" TO C.L. OF BEARING 19'-8 3/4" 35'-11 1/2" 1'-0"8"12 6 7 1111 10"8"6"16'-0"2'-0"1'-1"8'-0"1'-7"20'-10"18'-6"10'-8"50'-0"21'-0 1/2"8" 7 10'-8 1/2"12'-4" 23'-0 1/2"8" 1 10'-8 1/2"8"13'-0"1'-4"8"4"8"5'-11"8"8'-0"6'-4" 15 8 9 12'-9"8"912'-1"7'-7"70'-0"4'-0" 74'-0" TO C.L. OF BEARING 18'-2 3/4" 12 TO C.L. OF BEARING 17'-11 1/2"TO FOOTER16'-2 1/2"16'-5 1/2" FOOTER6'-0"16'-5"5'-0"TO C.L. OF DRAIN9'-0"TO FACE OF BEAM 10'-6 3/4" 11'-0"63'-0" 74'-0"TO C.L. OF COLUMN8'-0"TO C.L. OF COLUMN8'-0"34'-0"16'-0"50'-0"6'-7"19 TO C.L. OF COLUMN 10'-4"8" ADDT'L JOIST UNDER WALL ABOVE ADDT'L JOIST UNDER WALL ABOVE ADDT'L JOIST UNDER WALL ABOVE (2) 1-3/4"x14" LVL (FLUSH) DBL. JOIST DBL. JOIST END JOIST(2) 2x4 16 TO C.L. OF FOOTING12'-2 3/4"(2) 2x4 2'-0"2'-0" 14 4040 SLIDER4040 SLIDERCJ18 17 17 RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0"Contract Drawn By: ( ) The Drees Company. All Rights Reserved. 900 East 96th Street, Suite 100, Indianapolis, IN 46240 Phone: [317] 347-7300 Born on Date: CDs Drawn By: Copyright © JONES 7233 DELMONT DRIVE LEGACY LEG-0023-00 11/5/19 M. HYATT SERIES II N/A 1.01 Elevation "A" Opt. Basement Foundation Plan 859.578.4290 the PARKHILL LJR 08/30/19 Brian W. 2019 2019 Key Notes: 1 3-1/2" 11 GA. ADJUSTABLE STEEL COLUMN ON 30"x30"x12" PLAIN CONCRETE FOOTING GARAGE SLAB TO BE HELD A MINIMUM OF 4" BELOW TOP OF FOUNDATION AND IS TO SLOPE 1/4" PER FOOT TOWARDS GARAGE DOOR 2 3 4 5 6 7 CONTINUOUS FOOTING AND FOUNDATION; DROP TO BE FIELD DETERMINED 8 9 10 1-1/2" TYP. OVERHANG AT CONCRETE PORCH SLAB ABOVE 11 12 13 14 15 BRICK LEDGE -FIELD VERIFY DROPPED BRICK LOCATIONS 16 General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 2. ALL FOUNDATION WALLS TO BE 9'-0" TALL AND 8" THICK 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. 5'0" DIA. AREA SLOPED TO DRAIN; 2" LOWER THAN TOP OF SLAB LINE OF STUD WALL/PORCH SLAB ABOVE -SEE DETAIL B/7.01 FOR MORE INFORMATION 8”DEEP x 16”WIDE FOOTER AT BEARING WALL DROP TOP OF FOUNDATION WALL 8" FOR STEEL BEAM SUPPORT 17 PROVIDE A 6 MIL POLYETHYLENE VAPOR BARRIER W/ JOINTS LAPPED 6" MIN. UNDER ALL INTERIOR CONC. SLABS INCLUDING GARAGES REFER TO STANDARD DETAIL SHEET S-1B FOR GARAGE SLAB DETAILS TOP OF FOUNDATION WALL TO BE EVEN WITH MAIN WALL FOR CONC. PORCH SLAB SUPPORT DROP FOUNDATION TO BE FIELD DETERMINED 6x6 P.T. POST ON 16" DIA. SONOTUBE FOOTER TO FROST CONNECTED WITH BCS 2-3/6 CAP AND ABW66Z POST BASE (TYP. OF 3) 2x8 P.T. LEDGER BOARD w/ 1/4" DIAMETER x 3" LONG SIMPSON SDS SCREWS @ 4" o.c. STAGGERED BOTTOM OF WINDOW SILL TO BE A MAX 44" A.F.F.-USE CONCRETE HDR. -- ---- -- 18 19 20 6" EXTENDED FOOTING W/ 6x6 P.T. POST ON TOP OF FOOTER EXTENSION (3) 2x4 WOOD POST ON 24"x24"x12" PLAIN CONCRETE FOOTING REISSUED: 11/13/2019 UP BEDROOM #4 4 5 2'4"W.I.C. 8'-8"(2) 2x6(2) 2x616'-1"BEARING WALLWH 7 16'-1"4" 19'-7"16'-5"1" AIR SPACE19'-0"18'-1" 10'-1"(2) 2x67 BEARING WALLUNEXCAVATED UNEXCAVATED UNFINISHED BASEMENT UNFINISHED BASEMENT UNFINISHED BASEMENT 315'-11 1/2"2'-8"3'-1"1" AIR SPACE19'-8 1/2"4 1/2" 12'-0"4 1/2"4 5 5 4 6 1'-5"14'-7"1'-0"4 1/2"4 1/2"BEARING WALLRECREATION ROOM 4 3'-8 1/2"3'-6"25'-6 1/2"19'-0 1/2"6'-9"5'-8"3'-0" 8'-8"4'-0"5 1/2"5'-3"5 1/2"5'-6"4'-1"6'-4 1/2"2'8"UNFINISHED BASEMENT (2) 2x6(2) 2x64 1/2"12'-3"BEARING WALL2'4"2'6"BATH #44 1/2"15'-7"15'-4"3'-7"16'-0 1/2"7 32'-0 1/2"2'-3 1/2"2'-8"1" AIR SPACE11"2'-8"15'-3"1" AIR SPACEPROVIDE PASSIVE RADON SYSTEM AND VENT THROUGH ROOF 9 88 2'8"10 10 DROP CLG. AS REQUIRED DROP CLG. AS REQUIRED TO C.L. OF WET BAR 4'-6"6'-7"5'-0"16'-5"6'-0"4040 SLIDER4040 SLIDER4040 SLIDER(2)2x10 HDR.(2)2x10 HDR.(2)2x10 HDR.RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0"Contract Drawn By: ( ) The Drees Company. All Rights Reserved. 900 East 96th Street, Suite 100, Indianapolis, IN 46240 Phone: [317] 347-7300 Born on Date: CDs Drawn By: Copyright © JONES 7233 DELMONT DRIVE LEGACY LEG-0023-00 11/5/19 M. HYATT SERIES II N/A 1.02 Elevation "A" Opt. Lower Level Framing Plan 859.578.4290 the PARKHILL LJR 08/30/19 Brian W. 2019 2019 Key Notes: 1 2 3 4 5 6 7 8 9 10 General Notes: RE: DETAIL B/7.02 FOR BASEMENT STAIR FRAMING DETAILS ROUGH-IN ONLY, STUB PLUMBING ONLY-NO WALLS OR FIXTURES DROP FOUNDATION TO BE FIELD DETERMINED-FRAME WALL WITH (2)2x4'S @ 16" O.C. 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 2. REFER TO SELECTION SHEETS FOR FLOORING MATERIAL PRIOR TO CONSTRUCTING STAIRS TO DETERMINE RISER HEIGHTS. -- --TOP OF OPENING @ 12" BELOW CEILING 2x4 STUDS HELD 1" FROM FOUNDATION WALL WITH 3-1/2" INSULATION SLOPE WALL WITH STAIR STRINGER 11 -- 12 -- 13 -- 14 -- 15 -- ---- -- -- BOX OUT AROUND COLUMNS AND BEAMS IN FINISHED AREA RIPPED 1x_ FOR WOOD SILL ---- Job Number: LEG-0023-00 REISSUED: 11/13/2019 TV SD CO SD MECHANICAL LEGEND CLG. MTD. EXHAUST FAN EXHAUST FAN AND LIGHT COMBINATION 4-WAY SWITCH 3-WAY SWITCH SINGLE POLE SWITCH CABLE TELEVISION JACK FLOOR OUTLET GROUND FAULT OUTLET 220 VOLT OUTLET WEATHERPROOF OUTLET WALL OUTLET PHONE JACK CO DETECTOR FLOOR DRAIN GAS HOOK UP SHOWER HEAD HOSE BIB SMOKE DETECTOR STAIR LIGHT WALL SCONCE @ 5'-6" A.F.F. PIN LIGHT DIRECTIONAL CAN LIGHT DOUBLE SPOTLIGHT FIXT. WALL MOUNTED LIGHT FIXT. CLG. MOUNTED LIGHT FIXT. UNDER CABINET LIGHTING FLUORESCENT LIGHT34 SMOKE DETECTOR/ CO DETECTOR COMBINATION GAS BLOCK, MOUNT, & SWITCH FOR FUTURE FAN/LIGHT COMBINATION (CENTER, UNLESS OTHERWISE NOTED) CO SURFACE MOUNT DISC LIGHT OR RECESSED CEILING LIGHT, PER SPECS. SD SD/CO GAS UNEXCAVATED FURNACE CLG 3 RECREATION ROOM 2 FL/BR 48"x34"UNFINISHED BASEMENTBEDROOM #4 1R/1S 1R/1SW.I.C.FL/BRWH 3UNFINISHED BASEMENT 1 3UNFINISHED BASEMENT UNEXCAVATED UNFINISHED BASEMENT 3 WET BAR ROUGH-IN 4MUDBEDBATH #4 FL/BRDROP CLG. AS REQUIRED DROP CLG. AS REQUIRED RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0"Contract Drawn By: ( ) The Drees Company. All Rights Reserved. 900 East 96th Street, Suite 100, Indianapolis, IN 46240 Phone: [317] 347-7300 Born on Date: CDs Drawn By: Copyright © JONES 7233 DELMONT DRIVE LEGACY LEG-0023-00 11/5/19 M. HYATT SERIES II N/A 1.03 Elevation "A" Opt. Lower Level Mechanical Plan 859.578.4290 the PARKHILL LJR 08/30/19 Brian W. 2019 2019 Key Notes: 1 DEDICATED OUTLET FOR ON "Q" SYSTEM2 3 4 5 6 7 8 9 10 General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. -- -- -- -- TO LIGHT OR SWITCH ABOVE -- -- ROUGH-IN ONLY, STUB PLUMBING ONLY-NO WALLS OR FIXTURES ROUGH-IN WATER SOFTENER REISSUED: 11/13/2019 R B DN 1 5.01 2040 FIXED 2620 FIXED 3060 S/H 19'-9 1/2"7'-3"10'-0" 8'-0"3'-6 1/2"6'-6"2'-7 1/2"3'0"x8'0"3060 S/H3060 S/H28'-6 1/2" 6" 3060 S/H 3060 S/H 55'-3"3060 FIXED 5060 FIXED 3060 FIXED 6068 S.G.D.6"6"8'-1"7'-11"5'-8"5'-4"7'-10"18'-5 1/2"6'-11 1/2"33'-3"3060 FIXED 3060 FIXED 3060 FIXED6"6"3060 S/H 3060 S/H 3060 S/H6"6"13'-9" 3'-6"19'-1"13'-3 1/2"11'-0"3'-5"18'-4"15'-1"14'-5"7"3'-5"10'-8 1/2"3'-8 1/2"2'6"2'4"2'4"2'4"2'4"12'-2"7'-1"3'-1"8'-4"5 1/2"6'-0"3'-7 1/2" 3'-8"10'-1"3'-10"5 1/2"5'-0"1'-2"3'-4 1/2"8'-5"4'-4 1/2"5'-8 1/2"2'4"2'4"2'4"6'-1" 5'-2" 13'-1"13'-1"5 1/2"12'-0"2'6"9'-8 1/2"3'-9"3'-4"2'-10"6" 2'-8"7'-8 1/2"5'-9"6'-7 1/2"5'-4 1/2"2'8"2'8"2'-10"5 1/2"7'-4"2'-0"6'-8"9'-9 1/2"4"6'-0"4"7"16'-1 1/2"7"3'-4 1/2"3 1/2"7"6'-2"10 1/2"9'-3 1/2"8'-1"16'-3 1/2"9'-0"5'-3 1/2" 19'-7" 13'-1"5 1/2"5'-3 1/2" 9"5'-0"8'-5"1'-9"6'-4 1/2"2'0"2'4"2'6"2'4"2'4"3'-3 1/2" 2'-0"2'-0"4'-1"8"3'-4 1/2"12'-1"12'-1"W.I.C. HALL BATH STUDY DINING LAUNDRY FAMILY FOYER BEDROOM #3 BATH #3 W.I.C. PANTRY W.I.C. OWNERS SUITE 5 3 5 24 34-1/2" HIGH WALL 5 5 5 22-1/2"x32" ATTIC ACCESS 6 20'-11"COVERED PORCH 26'-8 1/2" OWNERS BATH 12'-11 1/2"FOYER BEDROOM #2 2'-10"5'-7"KITCHEN FAMILY ROOM HVAC CHASE 5 1/2" 5'-0"29'-3 1/2"7"3'-4"12'-8"16'-0"11'-0" 11'-4 1/2"49'-7 1/2"SCREENED IN COVERED DECK 16'-4 1/2"4 1/2"4 1/2"8'-10 1/2"4"3'-1"4" 12'-4 1/2"3'-9"6'-11 1/2"3'-6"12'-2"3'-11 1/2"16'0" x 7'0" GARAGE DOOR8'0" x 7'0" GARAGE DOOR6'-8"32'-2 1/2" 21'-1" 69'-3"4'-4 1/2" 73'-7 1/2"1'-7 1/2"16'-0"6"3"10"5'-8"10"5'-8"10"5'-8"10"3"10'-8"18'-1 1/2"20'-10"49'-7 1/2"2'-0"2'-4 1/2" 1'-3 1/2"10"3" 13'-0" 1 6'-3 1/2"10"3" 7'-4 1/2" GARAGE 3'-4"4 1/2"1'-3 1/2"8'-0"1'-4 1/2"29'-4"1212 23'-1" 1212 74'-0" 11 L.T. R/I 1'-8"5'-10"7'-0"6'-9" PRE-FAB FIREPLACE 13138"3'-0"8"6'-6 1/2"8"6'-6 1/2"8"6'-6 1/2"8"3'-0"4"4"4'-0"8"9'-3"8"4'-0"8"6'-6 1/2"6'-6 1/2" 142'0"2'0"3'-0 1/2"1'-10"2'-8"1'-10"1'-6 1/2"1'-7"2'-8"2'-8"2'-8"2'-8"3'0"15 CORNER 6x6 PRESSURE TREATED CONTINUOUS TO TRUSS 4x4 P.T. POST (TYP.)12'-1"3'-2"RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0"Contract Drawn By: ( ) The Drees Company. All Rights Reserved. 900 East 96th Street, Suite 100, Indianapolis, IN 46240 Phone: [317] 347-7300 Born on Date: CDs Drawn By: Copyright © JONES 7233 DELMONT DRIVE LEGACY LEG-0023-00 11/5/19 M. HYATT SERIES II N/A 2.01F Elevation "A" First Floor Framing Plan 859.578.4290 the PARKHILL LJR 08/30/19 Brian W. 2019 2019 Key Notes: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 -- General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 2. ALL FIRST FLOOR CEILINGS TO BE 9'1" ABOVE SUBFLOOR UNLESS OTHERWISE NOTED 3. FRAME TOP OF ALL WINDOWS AT 1'0-3/4" BELOW TOP OF PLATE UNLESS OTHERWISE NOTED. 4. ALL DROPPED, INTERIOR HEADERS (FALSE AND BEARING) ARE DROPPED 1'0" FROM CEILING UNLESS CALCULATIONS REQUIRE LARGER HEADERS. 5. REFER TO SELECTION SHEETS FOR FLOORING MATERIAL PRIOR TO CONSTRUCTING STAIRS TO DETERMINE RISER HEIGHTS. CARPENTER TO DROP ELECTRICAL WIRE THROUGH PORCH CEILING FOR LIGHTS TOP OF OPENING @ 6'6" A.F.F. BENCH -RE: STANDARD DETAIL F/D2.2 TOP OF OPENING @ HEIGHT SPECIFIED IN GENERAL NOTES THIS SHEET -- SCREENED IN COVERED DECK-SEE SHEETS D10.1 AND D10.3 FOR DETAILS 2068 DBL. FRENCH DOOR WITH 4010 TRANSOM ABOVE -- -- 10"x10" BOX COLUMN -RE: DETAIL E/7.02 FOR FRAMING -- PROVIDE CEILING TREATMENT #5-SEE 5/D4.1 FOR DETAILS FRAME GARAGE WALLS AT 10'5-1/4" FROM TOP OF FOUNDATION WALL RE: DETAIL B/7.02 FOR BASEMENT STAIR FRAMING DETAILS -- -- ---- -- REISSUED: 11/13/2019 SOLE PLATE TO JOIST/BLK'G. DOUBLE STUD DOUBLE TOP PLATE DOUBLE TOP PLATE LAP SPLICE JOIST TO SOLE PLATE (3)10d TOENAILS GAB. END TRUSS TO DBL. TOP PL. 10d TOENAILS @ 8" o.c. 10d NAILS @ 6" o.c. STUD TO SOLE PLATE BLK'G. BTWN. JOISTS TO TOP PL. RIM TO TOP PLATE TOP OR SOLE PLATE TO STUD (3)10d TOENAILS (3)10d TOENAILS 10d TOENAILS @ 6" o.c. (3)10d NAILS RAFTER/TRUSS TO TOP PLATE (3)10d TOENAILS + (1) SIMPSON H2.5A 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. 12" TO 16" R.T. w/ HEEL HT. UP TO 24" R.T. w/ HEEL HT. 24" TO 48" 2x12 BLK EVERY 3RD BAY FASTENED TO DBL. TOP PLATE w/ 10d TOENAILS @ 6" O.C. LAP WALL SHTG. w/ DBL. TOP PL. & INSTALL ON TRUSS VERT. - FASTEN w/ 8d NAILS @ 6" O.C. LAP WALL SHTG. w/ DBL. TOP PL. & INSTALL ON TRUSS VERT. - FASTEN w/ 8d NAILS @ 6" O.C. PROVIDE 2x BLK @ EA. BAY AT 10d NAILS @ 24" o.c. 10d NAILS @ 24" o.c. (10)10d NAILS IN LAPPED AREA WALL TO FOUNDATION WALL SHTG. LAP w/ SILL PL. & FASTENED PER SHEAR WALL CONNECTION SPECIFICATIONS (TYP. U.N.O.) NOTE: 10d NAIL = 3" x 0.131" GUN NAIL FASTENING SPEC. TOP PLATE LAP @ CORNERS & INTERSECTING WALLS (2)10d NAILS TOP OF HEEL 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) 2x8 (2) 2x8 (2) 2x8 (2) 2x6 (2) 2x6 (2) 2x6 (2) 2x6 (2) 2x6(2) 2x8 (2) 2x8 (2) 2x8(2) 2x8 (2) 2x8 (2) 2x8(2) 2x6(2) 2x6(3) 2x12 (DROPPED)BEARING WALLBEARING WALLBEARING WALLGIRDER TRUSS STRUCTURAL GABLE END TRUSSSTRUCTURAL GABLE END TRUSS(2) 2x6TRUSSES TO BEAR ON EXTERIOR WALL (2) 2x4 (2) 2x4 BEAM POCKET (2) 2x8 (DROPPED)ROOF TRUSSES @ 24" O.C.STRUCTURAL GABLE END TRUSS (3) 2x4 BEAM POCKET (2) 2x6 TO FACE OF BEAM 11'-4" (1) 2x4 JACK, (2) 2x4 KINGS, (1) 2x4 JACK (1) 2x4 JACK, (2) 2x4 KINGS, (1) 2x4 JACK ROOF TRUSSES TO BEAR ON EXTERIOR WALL (2) 2x8(2) 2x4 (2) 2x4 (3) 2x10(3) 2x4 (3) 2x4 4-POINT BEARING ROOF TRUSSES @ 24" O.C. 5-POINT BEARING ROOF TRUSSES @ 24" O.C. 4-POINT BEARING ROOF TRUSSES @ 24" O.C. 3-POINT BEARING ROOF TRUSSES @ 24" O.C. 3-POINT BEARING ROOF TRUSSES @ 24" O.C.(2) 2x12(2) 2x4 KINGS AND (2) 2x4 JACKS (2) 2x4 KINGS AND (2) 2x4 JACKS (3) 2x4 (2) 2x4 (2) 2x4 (2) 2x12BEAM TO RUN CONT. FOR FULL WIDTH OF PORTAL FRAMEPOTRAL FRAME RE: DETAIL A/7.04(2) 2x4(2) 2x4 (4) 2x4 @ 24" O.C. TRUSSES 4x4 P.T. POST (TYP. OF 4) (2) 2x8 (DROPPED) 4x4 P.T. POST (TYP.) ROOF TRUSSES @ 24" O.C. ROOF TRUSSES @ 24" O.C. CORNER 6x6 PRESSURE TREATED CONTINUOUS TO TRUSS RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0"Contract Drawn By: ( ) The Drees Company. All Rights Reserved. 900 East 96th Street, Suite 100, Indianapolis, IN 46240 Phone: [317] 347-7300 Born on Date: CDs Drawn By: Copyright © JONES 7233 DELMONT DRIVE LEGACY LEG-0023-00 11/5/19 M. HYATT SERIES II N/A 2.01S Elevation "A" First Floor Structural Plan 859.578.4290 the PARKHILL LJR 08/30/19 Brian W. 2019 2019 Key Notes: A B C D E General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. -- -- -- -- -- REISSUED: 11/13/2019 SOLE PLATE TO JOIST/BLK'G. DOUBLE STUD DOUBLE TOP PLATE DOUBLE TOP PLATE LAP SPLICE JOIST TO SOLE PLATE (3)10d TOENAILS GAB. END TRUSS TO DBL. TOP PL. 10d TOENAILS @ 8" o.c. 10d NAILS @ 6" o.c. STUD TO SOLE PLATE BLK'G. BTWN. JOISTS TO TOP PL. RIM TO TOP PLATE TOP OR SOLE PLATE TO STUD (3)10d TOENAILS (3)10d TOENAILS 10d TOENAILS @ 6" o.c. (3)10d NAILS RAFTER/TRUSS TO TOP PLATE (3)10d TOENAILS + (1) SIMPSON H2.5A 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. 12" TO 16" R.T. w/ HEEL HT. UP TO 24" R.T. w/ HEEL HT. 24" TO 48" 2x12 BLK EVERY 3RD BAY FASTENED TO DBL. TOP PLATE w/ 10d TOENAILS @ 6" O.C. LAP WALL SHTG. w/ DBL. TOP PL. & INSTALL ON TRUSS VERT. - FASTEN w/ 8d NAILS @ 6" O.C. LAP WALL SHTG. w/ DBL. TOP PL. & INSTALL ON TRUSS VERT. - FASTEN w/ 8d NAILS @ 6" O.C. PROVIDE 2x BLK @ EA. BAY AT 10d NAILS @ 24" o.c. 10d NAILS @ 24" o.c. (10)10d NAILS IN LAPPED AREA WALL TO FOUNDATION WALL SHTG. LAP w/ SILL PL. & FASTENED PER SHEAR WALL CONNECTION SPECIFICATIONS (TYP. U.N.O.) NOTE: 10d NAIL = 3" x 0.131" GUN NAIL FASTENING SPEC. TOP PLATE LAP @ CORNERS & INTERSECTING WALLS (2)10d NAILS TOP OF HEEL 1 5.01 1'-0" 1'-0"1'-0"1'-0"1'-0" 6'-0"1'-0"1'-0" 1'-0"1'-0"1'-5 3/4"1'-5 3/4" 1 POT VENT (TYP.) 6:12 9:129:129:12 9:126:12 6:12 2 1 1 1 GIRDER TRUSS STRUCTURAL GABLE END TRUSS21'-0"1'-0"RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0"Contract Drawn By: ( ) The Drees Company. All Rights Reserved. 900 East 96th Street, Suite 100, Indianapolis, IN 46240 Phone: [317] 347-7300 Born on Date: CDs Drawn By: Copyright © JONES 7233 DELMONT DRIVE LEGACY LEG-0023-00 11/5/19 M. HYATT SERIES II N/A 2.04 Elevation "A" Roof Plan 859.578.4290 the PARKHILL LJR 08/30/19 Brian W. 2019 2019 HEEL CUT STANDARDS OVERHANG ROOF PITCH1'-0"2'-0" 4:12 5:12 6:12 7:12 8:12 9:12 10:12 12:12 14:12 N/A N/A N/A N/A N/A 3-3/4" 4-3/4" 5-3/4" 6-3/4" 7-3/4" 8-3/4" 9-3/4" 11-3/4" 13-3/4" 7-3/4" 9-3/4" 11-3/4" 13-3/4" General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. Key Notes: 1 2 3 4 5 BEAM BELOW -RE: SHEET 2.01S FOR SIZE AND LOCATION VALLEY TRUSS OVERFRAMING @ 24" O.C. -- -- -- ELEVATION "C": PROVIDE 2x4 @ 16" O.C. BLOCKING BETWEEN TRUSS TOP CHORDS @ OVERFRAME DORMER BEARING REISSUED: 11/13/2019 Framing Connector SummaryPlotID Qty Manuf Product Design Method Skew Backer Blks Filler Web StiffH1 4 Simpson HUS1.81/10 Designed - No No NoH2 4 Simpson IUS2.06/14 Designed - No No NoProductsPlotID Length Product Plies Net QtyG48' 48' 0" 14" TJI 210 joist 1 14G36' 36' 0" 14" TJI 210 joist 1 6G32' 32' 0" 14" TJI 210 joist 1 4G28' 28' 0" 14" TJI 210 joist 1 4G20' 20' 0" 14" TJI 210 joist 1 5G18' 18' 0" 14" TJI 210 joist 1 5G14' 14' 0" 14" TJI 210 joist 1 2G12' 12' 0" 14" TJI 210 joist 1 1G6' 6' 0" 14" TJI 210 joist 1 2S22' 22' 0" 14" TJI 360 joist 1 10M1 18' 0" 1 3/4" x 14" 2.0E Microllam LVL 1 2M2 4' 0" 1 3/4" x 14" 2.0E Microllam LVL 1 2STRm1 16' 0" 1 1/8" x 14" TJ Rim Board 1 15AccessoriesPlotID Length Product Plies Net Qty23/32"x4'x8' OSB Sheathing (48/24) 1 78BlockingPlotID Length Product Plies Net QtyGBk1 1' 6" 14" TJI 210 joist 1 11GBk2 1' 6" 14" TJI 210 joist 1 7GBk1 1' 0" 14" TJI 210 joist 1 5GBk2 1' 0" 14" TJI 210 joist 1 22GBk2 6" 14" TJI 210 joist 1 1LEVEL NOTESCurrent Date:11/14/2019File Name:2020-0037cd drees indy leg-23.jvlLevel Name:First FLoor SystemBuilding Code - Design Methodology:IBC 2006Members with Design Overridden:TJ-Pro Rating (Weighted Average):41Minimum Level TJ - Pro Rating & Joist:TJ-Pro rating = 38, joist = G48'(i7529)Maximum Level TJ - Pro Rating & Joist:TJ-Pro rating = 62, joist = G12'(i7517)FLOORFloor Container:FC2Use/Occupancy:ResidentialLivingAreasFloor Area Loading is:40.0 lb/ft² Live Load & 10.0 lb/ft² Dead LoadMaximum Allowed Deflection:L/480 Live Load & L/240 Total LoadTJ-Pro Rating Information:Weighted Average:41Directly Applied Ceiling:NoneDecking Attachment:Glue and NailDecking Material:23/32"x4'x8' OSB Sheathing (48/24)Perpendicular Partition:NoStrapping at max 8' o.c.:NoneBlocking at max 8' o.c.:NoPoured Flooring:No 14" TJI 19.2" oc spacingA3A3A3A3A3B1B1B1B1B1B4B1B1B4B1Dropped Steel Beam10' 8"19' 3"6' 8"12' 8"5' 0" 55' 3"11' 0" 16' 0" 33' 3"69' 3"2' 0" 21' 4 1/2"47' 10 1/2"M1M2M1M21' 4"ToiletTubToiletShowerTubToiletB19 5/8"1' 7 3/16"9 9/16"9 9/16"1' 7 3/16"9 5/8"B1B112' 2"4' 3"3' 6"26' 1 1/2"G14'G14'STRm1STRm1STRm1STRm1STRm1STRm1STRm1STRm1STRm1STRm1H1H1H1H1G12'G28'G20'GBk1G18'GBk2GBk2G18'GBk1GBk28' 0" TubG20'GBk2G18'GBk2G20'G48'G48'G32'G6'S22'G28'G36'G36'G20'G18'H2H29 5/8"1' 7 3/16"9 9/16"Design LoadsFloor LoadsLive Load = 40 psfDead Load = 10 psfMechanical ChaseKitchen IslandHatch LegendTJI 210TJI 360TJI 560Joists by SeriesFP Supply310 S Kitley AveIndianapolis, IN 46219; 317-357-8011These placement plans have been prepared with the specifications of TrussJoistproducts based on project information provided. This service is solely intendedfor product application assurance; and, is not intended to circumvent the needfor a design professional as determined by the building codes. The designerof record and/or builder/framer is responsible to assure these drawings arecompatible with the overall project.These documents are not intended to replacethe building plan (which should be used to determine bearing placement).Please insure measurements of the foundation match those provided at the timeof design. Builder is responsible to place load bearing members in load path.Architectural Drawings Prepared By:Drees HomesStructural Drawings Prepared By:11/05/2019Drees Homes - IndianapolisLEG-23 : Parkhill Elev ARev.ByDateCommentsDrawn By:CDChecked By:Date:11/14/2019SYMBOL LEGENDBearing Length RequirementsPoint Load (Operator Added)Line Load (Operator Added)Area Load (Operator Added)Beam by OthersDetail Callout Label(See Framer's Pocket Guide)Non-Load Bearing WallJoist Under Wall AboveBBOA10'UWALack of proper bracing during construction can result in seriousaccidents. Observe the following guidelines:1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed.2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also beaccomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay.3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to eachjoist. Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such asa worker or one layer of unnailed sheathing.5. Ends of cantilevers require safety bracing on both the top and bottom flanges.6. The flanges must remain straight within 1/2" from true alignment.4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system.WARNING NOTES:WARNINGJoists are unstable until braced laterallyBracing Includes:BlockingHangersSheathingRim BoardStrut LinesRim JoistDO NOT stack buildingmaterials on unsheathedjoists. Stack only overbeams or walls.DO NOT walk on joiststhat are lying flat.DO NOT walk on joistsuntil braced.INJURY MAY RESULT.Weyerhaeuser, iLevel®, Microllam®, Parallam®, Silent Floor®, TimberStrand®, TJI®, and Trus Joist® areregistered trademarks of Weyerhaeuser NR. © 2009 Weyerhaeuser NR Company. All rights reserved.*Conventional construction codeminimum for use with A3 only. SeeiLevel Framer's Pocket Guide forA3.1-A3.3 installation specifications.Plate nail - 16d (312") boxat 16" on-center*Floor panel nail - 8d (212")common at 6" on-center*A3A3.2A3.1 A3.3Toe nail - 10d (3") boxat 6" on-center*118" iLevel™ or 114"TimberStrand®LSL rimboard*When sheathing thickness exceeds 8",trim sheathing tongue at rim boardLoad bearing or shear wall above(must stack over wall below)Blocking panelWeb stiffenersrequired each side atB1W and B2WB2B1B1WB2W116"2x4 minimumsquash blocksUse 2x4 minimum squash blocks totransfer load around TJI® joistCSLoad from above2x4 minimumsquash blocks116"Top flangehangerH1Face mounthangerWeb stiffeners required ifsides of hanger do notlaterally support at least38" of TJI® joist top flangeBacker block: Install tightto top flange (tight tobottom flange with facemount hangers). Attachwith ten 10d (3") boxnails, clinched whenpossible.H2Backer blockboth sides of webwith single TJI®joistFiller block: Attach with ten 10d (3") boxnails, clinched. Use ten 16d (312") boxnails from each side with 312" TJI® joistflange widths. Use fifteen nails with TJI®joist depths greater than 16".With top flange hangers, backer block requiredonly for downward loads exceeding 250 lbs or foruplift conditions.TJI® 560 floor joistTop ViewNAILING AT BEARING (FLOOR)134" minimum end bearingsingle-family applicationsTJI® Joist to Bearing Plate118" TJ® Rim Board,114" or 1 12" TimberStrand® LSL. or TJI® 110 rim joist:One 10d (0.131" x 3") nail intoeach flangeTJI® 210, 230, and 360 rim joist:One 16d (0.135" x 312") nail intoeach flange.With depths > 16", use TJI® 360 rim joist.Shear transfer: Connections equivalentto floor panel nailing scheduleTJI® 560 rim joist: Toenail with 10d (0.128" x 3")nails, one each side ofTJI® joist flangeRim to TJI® JoistSquash Blocks to TJI® Joist(Load bearing wall above)One 10d (0.128" x 3")nail into each flange118" TJ® Rim Board or114" or 1 12" TimberStrand® LSL.Also see detail B2Locate rim board joint between joists.134" minimum bearingOne 8d (0.113" x 212")nail each side. Drivenails at an angle atleast 112" from end.312" minimumintermediate bearing514" may be requiredfor maximumcapacity 333 3 2 5 31'-5 1/2" TO STAIR OPENING 12'-2"4'-3"TO STAIR OPENING19'-7 1/2"TO STAIR OPENING3'-6"26'-1 1/2"TO C.L. OF BEAM 11'-11 1/2" TO C.L. OF BEAM 19'-0 3/4" TO C.L. OF BEAM 19'-4 1/4" TO C.L. OF BEARING 16'-5" TO C.L. OF BEARING 20'-0 1/4" TO C.L. OF BEARING 16'-8 1/2"4 1 33 47'-10 1/2" 11'-0"16'-0"33'-3"49'-3"DRAIN C.L.4'-3 1/2" TO14" TJI 210 JOISTS @ 19.2" O.C. @ 19.2" O.C. 14" JOISTS14" TJI 210 JOISTS @ 19.2" O.C.DRAIN C.L.4'-5" TO29'-7 1/2"6'-11 1/2"12'-8"10'-4 1/2"8'-0" 10'-6 1/4" TO C.L. OF BEARING 18'-6 1/4" 18'-4 1/2" 66'-3"49'-3"55'-3" 66'-3" 14" TJI 210 JOISTS @ 19.2" O.C. 14" TJI 210 JOISTS @ 19.2" O.C.1'-7 1/2" TO DRAIN1'-7 1/2" TO DRAINTO C.L. OF BEARING 16'-10 1/4" TO C.L. OF BEARING 13'-0 3/4" TO C.L. OF BEARING 17'-11 1/2" 2 2 2 (2)2z10 @ 16" O.C.4 TO C.L. OF DRAIN 20'-5 1/2" TO C.L. OF DRAIN 20'-6 1/2" TO C.L. OF DRAIN 16'-3" TO C.L. OF DRAIN 27'-0" TO C.L. OF DRAIN 17'-7" TO C.L. OF DRAIN 17'-11 1/2"TO C.L. OF DRAIN9'-2 1/2"DRAIN C.L.3'-11 1/2" TOADDT'L JOIST UNDER WALL ABOVE ADDT'L JOIST UNDER WALL ABOVE 5 5END JOISTADDT'L JOIST UNDER WALL ABOVE 4 4 RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0"Contract Drawn By: ( ) The Drees Company. All Rights Reserved. 900 East 96th Street, Suite 100, Indianapolis, IN 46240 Phone: [317] 347-7300 Born on Date: CDs Drawn By: Copyright © JONES 7233 DELMONT DRIVE LEGACY LEG-0023-00 11/5/19 M. HYATT SERIES II N/A 3.01 Elevation "A" Opt. First Floor Subfloor Plan 859.578.4290 the PARKHILL LJR 08/30/19 Brian W. 2019 2019 Key Notes: 1 2 3 4 5 6 7 8 9 10 PROVIDE DOUBLE JOISTS AND BLOCKING UNDER ALL WALLS AT KITCHEN ISLAND (MIN. 2 INSTANCES) General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 2. JOIST SIZE AND SPACING PER PLANS. 3. ADJUST FRAMING FOR PLUMBING AS NEEDED. 4. JOISTS ARE NOT TO BE PLACE DIRECTLY OVER INTERIOR PARALLEL WALL. (TO PREVENT UNEVEN FLOOR DEFLECTION FROM OCCURRING) BEAM BELOW -RE: SHEET 1.01 FOR SIZE PLUMBING STACK BEARING WALL BELOW FLUSH BEAM -RE: SHEET 1.01 FOR SIZE -- -- -- -- -- REISSUED: 11/13/2019 TV SD CO SD MECHANICAL LEGEND CLG. MTD. EXHAUST FAN EXHAUST FAN AND LIGHT COMBINATION 4-WAY SWITCH 3-WAY SWITCH SINGLE POLE SWITCH CABLE TELEVISION JACK FLOOR OUTLET GROUND FAULT OUTLET 220 VOLT OUTLET WEATHERPROOF OUTLET WALL OUTLET PHONE JACK CO DETECTOR FLOOR DRAIN GAS HOOK UP SHOWER HEAD HOSE BIB SMOKE DETECTOR STAIR LIGHT WALL SCONCE @ 5'-6" A.F.F. PIN LIGHT DIRECTIONAL CAN LIGHT DOUBLE SPOTLIGHT FIXT. WALL MOUNTED LIGHT FIXT. CLG. MOUNTED LIGHT FIXT. UNDER CABINET LIGHTING FLUORESCENT LIGHT34 SMOKE DETECTOR/ CO DETECTOR COMBINATION GAS BLOCK, MOUNT, & SWITCH FOR FUTURE FAN/LIGHT COMBINATION (CENTER, UNLESS OTHERWISE NOTED) CO SURFACE MOUNT DISC LIGHT OR RECESSED CEILING LIGHT, PER SPECS. SD SD/CO SD SD 220V SD SD DN GASFL/BRFL/BR (5)16"D SH.SEAT 60"x42"GLASS ENCL.10 1R/1S 1R/1S1R/1S1R/1S(5)16"D SH.(5)16"D SH.FL/BRFL/BR FL/BRBENCH7 8 4449 6 4FL/BR43 1 3 5 5 4 5'-3 1/2"4'-0"REF. SPACE3WP1R/1S1R/1S (5)16"D SH. 1R/1S FL/BR OWNERS SUITE OWNERS BATH W.I.C. BATH #3 W.I.C. PANTRY LAUNDRY FAMILY FOYER BEDROOM #3 W.I.C. HALL BATH STUDY FAMILY ROOM DINING KITCHEN 1R/1S1R/1SBEDROOM #2FL/BRWP4 BEDROOM #2 COVERED PORCH FOYER CLGCLGRAILINGRAILING 3 12 GARAGE SCREENED IN COVERED DECK (2) PENDANT LIGHTS L.T. R/I PROVIDE PASSIVE RADON SYSTEM AND VENT THROUGH ROOF. OUTLET REQUIRED IN ATTIC 22 13 5'-0"15'-0"MUDBEDFL/BR FL/BRPROVIDE DECK STAIRS TO GRADE-FIELD DETERMINE RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0"Contract Drawn By: ( ) The Drees Company. All Rights Reserved. 900 East 96th Street, Suite 100, Indianapolis, IN 46240 Phone: [317] 347-7300 Born on Date: CDs Drawn By: Copyright © JONES 7233 DELMONT DRIVE LEGACY LEG-0023-00 11/5/19 M. HYATT SERIES II N/A 4.01 Elevation "A" First Floor Mechanical Plan 859.578.4290 the PARKHILL LJR 08/30/19 Brian W. 2019 2019 Key Notes: 1 OUTLET FOR RANGE HOOD/MICROWAVE HELD HIGH VENTED TO EXTERIOR OUTLET FOR DISHWASHER AND DISPOSAL SWITCH LOCATED IN SINK CABINET 2 3 4 5 6 7 8 9 10 General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 5'6" SHELF @ 5'7" A.F.F. WASHER TO LEFT OF DRYER 11 --12 13 14 15 COMPONENT CONDUIT HELD HIGH ABOVE FIREPLACE FLOOR OUTLET-ADJUST LOCATION AS NEEDED TO AVOID INTERFEERING WITH FLOOR JOISTS -- 22-1/2"x32" ATTIC ACCESS OUTLET HELD HIGH KITCHEN ISLAND -RE: DETAIL A/7.02 FOR FRAMING -- BENCH -RE: STANDARD DETAIL F/D2.2 -- PROVIDE CEILING TREATMENT #5-SEE 5/D4.1 FOR DETAILS TO SWITCH OR LIGHT BELOW REISSUED: 11/13/2019 R/I CONDUIT HOLD CLOSE TO MANTLE HORIZONTALWPOUTLET IN CABINET BELOW R H R B R B 6'-9 1/2"UNEXCAVATED COVERED PORCHFOYER8'-1"8'-1"8'-1"6 12 6 12 9 12 1'-2 3/4"8'-9 1/2"UNFINISHED BASEMENT 6'-9 1/2"9'-1"9'-1"1'-2 3/4"8'-9 1/2"8'-1"7'-5 11/16"1'-2 3/4"8'-9 1/2"8'-1"RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0"Contract Drawn By: ( ) The Drees Company. All Rights Reserved. 900 East 96th Street, Suite 100, Indianapolis, IN 46240 Phone: [317] 347-7300 Born on Date: CDs Drawn By: Copyright © JONES 7233 DELMONT DRIVE LEGACY LEG-0023-00 11/5/19 M. HYATT SERIES II N/A 5.01 Elevation "A" Building Section 859.578.4290 the PARKHILL LJR 08/30/19 Brian W. 2019 2019 Key Notes: 1 2 3 4 5 6 7 8 9 10 General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. -- -- -- -- -- -- -- -- -- -- BUILDING SECTION1 5.01 SCALE: 1/8" = 1'-0" STAIR SECTION2 5.01 SCALE: 1/8" = 1'-0" REISSUED: 11/13/2019 10 in 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 3/8 L8 x 4 x 1/2 L8 x 4 x 1/2 L6 x 4 x 5/16 L5 x 3 1/2 x 5/16 L3 1/2 x 3 1/2 x 1/4 L7 x 4 x 3/8 **per Design L5 x 3 1/2 x 5/16 L4 x 3 1/2 x 1/4 L7 x 4 x 3/8 **per Design **per Design**per Design L6 x 4 x 3/8 L8 x 4 x 1/2 ---- ---- ---- ---- ---- ---- -------- ---- ---- ---- ---- ---- ---- ---- ---- BRICK SILL 6" TRIM 12" TRIM SMOOTH HARDBOARD SHEATHING W/ 2" TRIM @ 16" O.C. RECTANGULAR LOUVER D1T GABLE TRIM RE: DETAIL A/7.03 4'-6"WINDOW HEADER B2 (47") OVER WINDOWS SLAT SHUTTER WINDOW HEADER B2 (30") SLAT SHUTTER 6" TRIM 2640 FIXED 5'-6"SMOOTH HARDBOARD SHEATHING W/ 2" TRIM @ 16" O.C. 9 12 9 12 WINDOW HEADER B2 (51") OVER DOOR ELEVATION "A" 10"x10" BOX COLUMN RE: DETAIL E/7.02 FOR FRAMING 6" CORNER TRIM 4" TRIM WINDOW HEADER B2 (103")3'-5"BRICK SILL WINDOW HEADER B2 (199") BRICK ROWLOCK (PULL 3/4") GABLE TRIM RE: DETAIL A/7.03 BRICK WATERTABLE TO CONTINUE BACK TO FRONT DOOR WALL EXTERIOR BRACKET D3 3'-5"RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0"Contract Drawn By: ( ) The Drees Company. All Rights Reserved. 900 East 96th Street, Suite 100, Indianapolis, IN 46240 Phone: [317] 347-7300 Born on Date: CDs Drawn By: Copyright © JONES 7233 DELMONT DRIVE LEGACY LEG-0023-00 11/5/19 M. HYATT SERIES II N/A 6.01 Elevation "A" Front Elevation 859.578.4290 the PARKHILL LJR 08/30/19 Brian W. 2019 2019 TYPICAL TRIM: 6" FASCIA (ALL SIDES) (FRONT ONLY, UNLESS OTHERWISE NOTED) 8" FRIEZE General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 2. ROOFING MATERIAL PER SELECTIONS. Key Notes: 1 2 3 4 5 -- -- -- -- --27'-0"24'-4"17'-3"REISSUED: 11/13/2019 GROUND FLOOR CEMENT FIBER SIDING 8" TRIM 9 12 6 12 6 12 3'-5"6" CORNER TRIM 10"x10" BOX COLUMN RE: DETAIL E/7.02 FOR FRAMING BRICK SILL CORNER TRIM 3'-5"RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0"Contract Drawn By: ( ) The Drees Company. All Rights Reserved. 900 East 96th Street, Suite 100, Indianapolis, IN 46240 Phone: [317] 347-7300 Born on Date: CDs Drawn By: Copyright © JONES 7233 DELMONT DRIVE LEGACY LEG-0026-00 11/5/19 M. HYATT SERIES II N/A 6.02 Elevation "A" Garage Side Elevation 859.578.4290 the PARKHILL LJR 08/30/19 Brian W. 2019 2019 TYPICAL TRIM: 6" FASCIA (ALL SIDES) (FRONT ONLY, UNLESS OTHERWISE NOTED) 8" FRIEZE General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 2. ROOFING MATERIAL PER SELECTIONS. 3. REFER TO LINTEL SCHEDULE AS NEEDED ON SHEET 6.01. Key Notes: 1 2 3 4 5 -- -- -- -- --27'-6"24'-10"17'-9"Job Number: LEG-0023-00 REISSUED: 11/13/2019 GROUND FLOOR CEMENT FIBER SIDING 8" TRIM CORNER TRIM 3'-5"RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0"Contract Drawn By: ( ) The Drees Company. All Rights Reserved. 900 East 96th Street, Suite 100, Indianapolis, IN 46240 Phone: [317] 347-7300 Born on Date: CDs Drawn By: Copyright © JONES 7233 DELMONT DRIVE LEGACY LEG-0026-00 11/5/19 M. HYATT SERIES II N/A 6.03 Elevation "A" Rear Elevation 859.578.4290 the PARKHILL LJR 08/30/19 Brian W. 2019 2019 TYPICAL TRIM: 6" FASCIA (ALL SIDES) (FRONT ONLY, UNLESS OTHERWISE NOTED) 8" FRIEZE General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 2. ROOFING MATERIAL PER SELECTIONS. 3. REFER TO LINTEL SCHEDULE AS NEEDED ON SHEET 6.01. Key Notes: 1 2 3 4 5 -- -- -- -- --27'-6"Job Number: LEG-0023-00 REISSUED: 11/13/2019 GROUND FLOOR CEMENT FIBER SIDING 12" TRIM 6 12 6 12 12" TRIM BRICK SILL 10"x10" BOX COLUMN RE: DETAIL E/7.02 FOR FRAMING 6" CORNER TRIM 3'-5"FLUSH BRICK ROWLOCK RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0"Contract Drawn By: ( ) The Drees Company. All Rights Reserved. 900 East 96th Street, Suite 100, Indianapolis, IN 46240 Phone: [317] 347-7300 Born on Date: CDs Drawn By: Copyright © JONES 7233 DELMONT DRIVE LEGACY LEG-0026-00 11/5/19 M. HYATT SERIES II N/A 6.04 Elevation "A" Side Elevation 859.578.4290 the PARKHILL LJR 08/30/19 Brian W. 2019 2019 TYPICAL TRIM: 6" FASCIA (ALL SIDES) (FRONT ONLY, UNLESS OTHERWISE NOTED) 8" FRIEZE General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 2. ROOFING MATERIAL PER SELECTIONS. 3. REFER TO LINTEL SCHEDULE AS NEEDED ON SHEET 6.01. Key Notes: 1 2 3 4 5 -- -- -- -- --27'-0"24'-4"17'-3"Job Number: LEG-0023-00 REISSUED: 11/13/2019 GROUND FLOOR CEMENT FIBER SIDING GRADE TYPICAL SECTION THROUGH PORCH SLAB SCALE: 1/2" = 1'-0" PER PLAN 11_ 2" STUD WALL IS 4" OFF OF FRONT FACE OF FOUNDATION WALL, UNLESS OTHERWISE NOTED ON FOUNDATION PLAN. BASEMENT FOUNDATION WALL REBAR PER SPECIFICATION MANUAL BRICK OR FAUX STONE, WHEN PRESENT AT PORCH, SITS ON SLAB. HOUSE WRAP TO LAP OVER 6 MI. POLY TOP OF BASEMENT FOUNDATION WALL 6 MI. POLY SCALE: 1/2" = 1'-0" WALL SECTION 2x4 BRICK WEEP HOLES AT 24" O.C. AT ALL BRICK SILLS AND WALL BASE 1/2" GYPSUM BOARD SHEATHING PRE-ENGINEERED WOOD TRUSS 1x6 VENTED SOFFIT BAFFLE HEELCUTSEETABLE1'-0" OVERHANG SHINGLES W/ FELT SHEATHING 1x6 RIPPED PROVIDE BLOCKING FOR TRIM BOARD SUPPORT 5/4x2 FURRING BRICK VENEER W/ 1" AIR SPACE BEYOND SEE D1.1 POURED CONCRETE TRIM BOARD PER HOUSE/ SUBDIVISION SPECIFICATIONS 2x4 BRICKWRAP POURED CONCRETE FLASHING 1x_ RIM JOIST FLOOR JOIST BRICK SILL SHEATHING (2)2x4 TOP PLATE HEADER PER PLANHEIGHT PERFRAMINGPLANA 7.01 B 7.01 RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0"Contract Drawn By: ( ) The Drees Company. All Rights Reserved. 900 East 96th Street, Suite 100, Indianapolis, IN 46240 Phone: [317] 347-7300 Born on Date: CDs Drawn By: Copyright © JONES 7233 DELMONT DRIVE LEGACY LEG-0023-00 11/5/19 M. HYATT SERIES II N/A 7.01 Elevation "A" House Specific Details 859.578.4290 the PARKHILL LJR 08/30/19 Brian W. 2019 2019 Key Notes: 1 2 3 4 5 6 7 8 9 10 General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. -- -- -- -- -- -- -- -- -- -- REISSUED: 11/13/2019 POURED CONCRETE G R A D E 10 3/4" 1x6 VENTED SOFFIT 1x10 1x4 2x2 NAILER 1x8 HEADER 1x61x SPACER AT POST 1'-0 5/8"7 1/4"SHINGLES W/ FELT SHEATHING WOOD TRUSS OVERHANG PER PLAN SHEATHING/ VINYL SOFFIT 10" BOX COLUMN DETAIL SCALE: 1/2" = 1'-0" BEARING COLUMN NON-BEARING COLUMN 10"10"81_ 2" 1x1081_2"1x12 WRAP AT BOTTOM, 1x10 WRAP AT TOP, W/ EDGE CUT AT 45°. 4x4 WOOD POST ANCHORED TO CONCRETE W/ SIMPSON ABW44Z POST BASE (OR EQUIVALENT) (3) SUPPORT BLOCKS 8-1/2"x8-1/2"x1-1/2" EQUALLY SPACED IN COLUMN. 2 5.01 3-1/2" WALL LINE OF SUBFLOOR 1x KICKPLATE INSTALLED BY STAIR MANUFACTURER STAIR STRINGER1-1/4" NOSING (TYP.) 10" 10" 10" 12'-9"3'-6"3_ 4"10"21_ 4"10" 10" 10" 10" 10" 10" 10" 10" 10"10"10" KITCHEN ISLAND DETAIL SCALE: 1/4" = 1'-0" A 7.02 9'-3"3'-6"1'-1"3 1/2"2'-0"1 1/2"1 1/2"9'-0"1 1/2" BASEMENT STAIR DETAIL SCALE: 1/4" = 1'-0" B 7.02 16 RISERS @ 7-1/2" 15 TREADS @ 10" OPT. 9' FOUNDATION STAIR INFO. E 7.02 SCALE: 1/2" = 1'-0" COVERED PORCH COLUMN DETAIL 1x10 ALUMINUM PLINTH BLOCK 1x12 10" 10" COLUMN 4x4 PRESSURE TREATED POST 8' 3-3/4"± 6" SLAB-ON-GRADE8' 8-3/4"± 6" BASEMENT3/4"1x10 8" TO C.L. OF POST1 1/2"O.H. SECURE 4x4 POST TO CONCRETE W/SIMPSON ABW44Z POST BASE (OR EQUIVALENT) SECURE 4x4 POST TO BEAM WITH A SIMPSON BCS2-2/4 CAP (OR EQUIVALENT) CONCRETE PORCH SLAB RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0"Contract Drawn By: ( ) The Drees Company. All Rights Reserved. 900 East 96th Street, Suite 100, Indianapolis, IN 46240 Phone: [317] 347-7300 Born on Date: CDs Drawn By: Copyright © JONES 7233 DELMONT DRIVE LEGACY LEG-0026-00 11/5/19 M. HYATT SERIES II N/A 7.02 Elevation "A" House Specific Details 859.578.4290 the PARKHILL LJR 08/30/19 Brian W. 2019 2019 Key Notes: 1 2 3 4 5 6 7 8 9 10 General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. -- -- -- -- -- -- -- -- -- -- Job Number: LEG-0023-00 REISSUED: 11/13/2019 GABLE TRIM DETAIL SCALE: 1/4 = 1'-0" A 7.03 3'-11"8'-0" 5/4" SYN-BOARD 8" TRIM8" TRIM 31_2"71_4"71_ 4"3"*NOTE: PRESSURE TREATED LUMBER OR CEDAR IS AN ACCEPTABLE ALTERNATE TO SYN. BOARD. RAKE BOARD 1x BLOCKING 4'-0" MAX.4'-0" MAX.SOFFIT CONNECTION DETAIL GABLE PEDIMENT 5/4"x4 SYNTHETIC BOARD, TIED BACK TO SHEATHING. 5/4" SYNTHETIC BOARD 5/4"x4 SYNTHETIC BOARD, TIED BACK TO SHEATHING. EXTERIOR FINISH PER ELEVATION ROOF SHEATHING SYN-BOARD GABLE ATTACHED TO BACK OF RAKE FRIEZE BOARD AND TIED BACK TO FACE OF HOUSE WITH 2" BOARDS IN TWO LOCATIONS RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0"Contract Drawn By: ( ) The Drees Company. All Rights Reserved. 900 East 96th Street, Suite 100, Indianapolis, IN 46240 Phone: [317] 347-7300 Born on Date: CDs Drawn By: Copyright © JONES 7233 DELMONT DRIVE LEGACY LEG-0023-00 11/5/19 M. HYATT SERIES II N/A 7.03 Elevation "A" House Specific Details 859.578.4290 the PARKHILL LJR 08/30/19 Brian W. 2019 2019 Key Notes: 1 2 3 4 5 6 7 8 9 10 General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. -- -- -- -- -- -- -- -- -- -- REISSUED: 11/13/2019 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 HEIGHT241_2"241_2"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 RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0"Contract Drawn By: ( ) The Drees Company. All Rights Reserved. 900 East 96th Street, Suite 100, Indianapolis, IN 46240 Phone: [317] 347-7300 Born on Date: CDs Drawn By: Copyright © JONES 7233 DELMONT DRIVE LEGACY LEG-0023-00 11/5/19 M. HYATT SERIES II N/A 7.04 Elevation "A" House Specific Details 859.578.4290 the PARKHILL LJR 08/30/19 Brian W. 2019 2019 Key Notes: 1 2 3 4 5 6 7 8 9 10 General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. -- -- -- -- -- -- -- -- -- -- REISSUED: 11/13/2019