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HomeMy WebLinkAbout721 Osewaga electrical0C.1 Elevation "D" Cover Sheet Index to the Drawings Sheet No. Sheet Name 0C.1 Cover Sheet 0N.1 General Notes 1.01 Foundation Plan 1.02 Basement Framing Plan 1.03 Basement Mechanical Plan 2.01F First Floor Framing Plan 2.01S First Floor Structural Plan 2.04 Roof Plan 3.01 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 Division: Building Code: Redraws 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. 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: 1. Xxxxx 2. Xxxxx 3. Xxxxx 4. Xxxxx Design Solution: 1. Xxxxx 2. Xxxxx 3. Xxxxx 4. Xxxxx Reason For Modification: 1. Xxxxx 2. Xxxxx 3. Xxxxx 4. Xxxxx Comments: 1. Xxxxx 2. Xxxxx 3. Xxxxx 4. Xxxxx Square Footage Sheet InformationCopyright © 2019, (2019) The Drees Company. All Rights Reserved. 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 PER ANSI Z765-2003 Indianapolis 2005 Indiana Residential Code Customer: ______________________________________________ Date: _____________ Customer: ______________________________________________ Date: _____________ 7.02 House Specific Details 7.03 House Specific Details 7.04 House Specific Details FINISHED LOWER LEVEL (NET) 987 FIRST FLOOR (NET) 2320 SECOND FLOOR (GROSS) 0 - VOLUME SPACE (GROSS) 0 SECOND FLOOR (NET) 0 TOTAL LIVING (NET) 3307 UNFINISHED BASEMENT 1342 UNFINISHED ATTIC STORAGE 0 GARAGE 475 COVERED FRONT PORCH 155 COVERED REAR PATIO 257 REAR DECK 0 WAB Drawn By: FLYNN 721 OSWEGO DESIGN GALLERY - INDY IGM-0100-00 03/27/2019 MELISSA H. SERIES_NM PLAN_NM 859.578.4290 the SHELBURN RESIDENCE FOR: House Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: 2 PANEL SHUTTERS ILO LOUVERED 2 PANEL SHUTTERS ILO LOUVERED 06/25/19 Mike Sheeks 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 © 2015, (2015) The Drees Company. All Rights Reserved. FLYNN 721 OSWEGO DESIGN GALLERY - INDY Drawing Date: Coord Name: Coord Phone: IGM-0100-00 03/27/2019 MELISSA H. 8595784290 the SHELBURN 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 Drawing Scale: 1/8" = 1'-0" Elevation "D" General Notes 0N.1 06/25/19 Mike Sheeks 1.01 RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Copyright © 2015, (2015) The Drees Company. All Rights Reserved. FLYNN 721 OSWEGO DESIGN GALLERY - INDY Drawing Date: Coord Name: Coord Phone: IGM-0100-00 03/27/2019 MELISSA H. 8595784290 the SHELBURN 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 Drawing Scale: 1/8" = 1'-0" Elevation "D" Foundation Plan WHEN OVERDIG WIDTH EXCEEDS 2'-0" & FILL DEPTH EXCEEDS 4'-0", REFER TO DETAIL S-1A, S-1B, S-1C, OR S-1D FOR CONSTRUCTION METHOD & DETAILS FULL BASEMENT 2 D1.1 1 CJCJ9'-3 3/4"TO C.L. OF COLUMN A 7.01 A 5.01 9 17'-9 3/4"TO C.L. OF COLUMN 11 7/8" TJI 210 SERIES JOISTS @ 19.2" o.c.W8x15 STEEL BEAM W8x18 STEEL BEAM 11 7/8" TJI 210 SERIES JOISTS @ 16" o.c. 11 7/8" TJI 210 SERIES JOISTS @ 16" o.c. 11 7/8" TJI 210 SERIES JOISTS @ 16" o.c. 11 7/8" TJI 210 SERIES JOISTS @ 19.2" o.c.W8x15 STEEL BEAM 15'-7 1/4"TO C.L. OF COLUMN General Notes 1 2 6 4 3 5 10 9 8 7 Key Notes 1. 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) 12 11 14 13 15 16 17 18 19 20 -- 2x4 NOTCH FOR GARAGE FLOOR SUPPORT; HEIGHT TO BE FIELD DETERMINED OUTLINE OF BASEMENT STAIRS 8"W x 8"H x 4"D BEAM POCKET CONTINUOUS FOOTING & FOUNDATION, DROP TO BE FIELD DETERMINED SLAB CONTROL JOINT TO BE LOCATED DIRECTLY UNDER CENTERLINE OF BEAM SLAB CONTROL JOINT 3-1/2" DIA. ADJ. STEEL COLUMN ON 30"x30"x12" CONC. FOOTING 5'-0" DIAMETER AREA SLOPED TO DRAIN, 2" LOWER THAN TOP OF SLAB GARAGE SLAB TO BE HELD A MINIMUM OF 4" BELOW TOP OF FOUNDATION AND IS TO SLOPE 1/4" PER FOOT TOWARDS GARAGE DOOR OUTLINE OF CONCRETE PORCH SLAB ABOVE (1-1/2" OVERHANG TYP.) HOLD TOP OF FOUNDATION EVEN WITH MAIN WALL FOR CONCRETE PORCH SLAB SUPPORT LINE OF FRAME WALL ABOVE RE: DETAIL E/7.02 PROVIDE A 6MIL POLYETHETHYLENE VAPOR BARRIER W/ JOINTS LAPPED 6" MIN., UNDER ALL INTERIOR CONC. SLABS INCLUDING GARAGES 4'6" HIGH POURED CONC. WALL BRICK LEDGE - FIELD VERIFY DROP BRICK LOCATIONS GRAVEL OVER PLASTIC IN CRAWL SPACE AREA 2 4 4 35'-11" 50'-0" 11'-5" 8 14 14 3-1/2" DIA. ADJ. STEEL COLUMN ON CONC. FOUNDATION WALL 11 7/8" TJI 210 SERIES JOISTS @ 19.2" o.c. 13'-10" 11 7/8" TJI 210 SERIES JOISTS @ 19.2" o.c. 20'-1"13'-5" 12'-0"6'-0" 2'-0 1/2" 9'-8 1/2"3'-8 1/2" 1'-5 1/2" 16'-9"22'-9"C.L. DRAIN 9'-8 1/2" 4'-6" 8"13'-4 1/2"10 11 13 3 2 21'-5" 2'-8 1/2" 16'-0" 60'-0" 2'-8 1/2"22'-1" 5 13 DBL. JOIST DBL. JOIST END JOIST W8x15 STEEL BEAM W8x15 STEEL BEAM 11 7/8" TJI 210 SERIES JOISTS @ 16" o.c. 11 7/8" TJI 210 SERIES JOISTS @ 19.2" o.c.3'-9 1/2"TO C.L.12'-6 1/4" 19'-6" 16'-2 1/4"5'-0"5'-0"4'-9 1/4" 15'-3 3/4"TO C.L. OF COLUMN 5'-0"50'-0" 18'-10 1/2" 66'-0" 12'-4 1/2" 8'-0 1/2" 8" 17'-6 1/2"8" 5'-4" 8" 58'-8"UNEXCAVATED 13 14'-8 1/2"TO C.L. OF COLUMN 11 10 DOUBLE EVERY OTHER JOIST UNDER KITCHEN ISLAND 17'-5" TO C.L. OF BEAM 17'-1" TO C.L. OF BEAM 14'-2" TO C.L. OF BEAM 19 FULL BASEMENT 18'-6" TO C.L. OF DRAIN 6'-0" 73'-2 1/2"2 3/4" 2 3/4" 21'-3 1/2" 7'-2 1/2"73'-2 1/2"14 4 14 4 6'-6 1/2" 8" 8" 8"8"7'-2 1/2"06/25/19 Mike Sheeks 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 1.02 RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Copyright © 2015, (2015) The Drees Company. All Rights Reserved. FLYNN 721 OSWEGO DESIGN GALLERY - INDY Drawing Date: Coord Name: Coord Phone: IGM-0100-00 03/27/2019 MELISSA H. 8595784290 the SHELBURN 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 Drawing Scale: 1/8" = 1'-0" Elevation "D" Unfinished Basement Framing Plan General Notes Key Notes UNEXCAVATED STAIRS TO BE ENCLOSED WITH FULL HEIGHT STUDS @ 16" O.C. AND DRYWALLED ON INTERIOR STAIRWELL ONLY TO BOTTOM OF THE RUN1 2 6 4 3 5 10 9 8 7 -- RE: DETAIL C/7.01 FOR STAIR FRAMING DETAILS 30"x 24" ACCESS PANEL TO CRAWL SPACE 2x4 WALL ON TOP OF CRAWL SPACE WALL NOTE: REFER TO SELECTION SHEETS FOR FLOORING MATERIAL PROIR TO CONSTRUCTING STAIRS TO DETERMINE RISER HEIGHTS 11 12 13 14 15 SUMP SUMP AND GRINDER WITH LID-LOCATE NEAR FLOOR DRAIN LOCATION. INSTALL AS REQUIRED BY SITE -- -- -- 5 UNFINISHED RECREATION ROOM 9'-2" 3'-6" 12'-2 1/2" 16'-0 1/2" 4 1/2"4 1/2" 35'-2" 4 1/2"15'-0"18'-1" 33'-1"5'-0"8'-9 1/2"17'-0 1/2" BASEMENT 4 1/2"8" RIPPED 1x_ FOR WOOD SILL 2x4 STUDS HELD 1" FROM FOUNDATION WALL WITH 3-1/2" INSULATION 2x4 STUDS HELD 1" FROM FOUNDATION WALL WITH 3-1/2" INSULATION 2x4 STUDS HELD 1" FROM FOUNDATION WALL WITH 3-1/2" INSULATION DROP CEILING AS REQUIRED 7" 1 7" 2'4"2'4"2'8 "3'-1" 17'-0 1/2" 4'-2" BATH #4 11'-10" 5 1/2" 3'-0" 5 1/2"4'-0"5'-9"1'-9 1/2" 3'-6 1/2" DROPPED OPENING TO MATCH BEAM 5'-0"UNEXCAVATED 2 14'-11" 06/25/19 Mike Sheeks DATA OUTLET PHONE JACK HOME OFFICE OUTLET GAS PR TV EC 4-WAY SWITCH PROJECTOR ROUGH-IN CABLE TELEVISION JACK GROUND FAULT OUTLET WEATHERPROOF OUTLET 3-WAY SWITCH FLOOR OUTLET 220 OUTLET WALL OUTLET SINGLE POLE SWITCH BLOCK, MOUNT, & SWITCH FOR (CENTER, UNLESS OTHERWISE NOTED) EXHAUST FAN AND LIGHT FUTURE FAN/LIGHT COMBINATION ENTERTAINMENT CENTER OUTLET D CO DETECTOR FLOOR DRAIN GAS HOOK UP SHOWER HEAD SMOKE DETECTOR WALL MTD. EXHAUST FAN CLG. MTD. EXHAUST FAN WALL SCONCE @ 5'-6" A.F.F. DIRECTIONAL CAN LIGHT DOUBLE SPOTLIGHT FIXT. WALL MOUNTED LIGHT FIXT. CLG. MOUNTED LIGHT FIXT. UNDER CABINET LIGHTING FLUORESCENT LIGHT HOSE BIB PIN LIGHT COMBINATION CO 34 STAIR LIGHT SD CO SD SMOKE DETECTOR/ CO DETECTOR COMBINATION SURFACE MOUNT DISC LIGHT OR RECESSED CEILING LIGHT,PER SPECS. 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Copyright © 2015, (2015) The Drees Company. All Rights Reserved. FLYNN 721 OSWEGO DESIGN GALLERY - INDY Drawing Date: Coord Name: Coord Phone: IGM-0100-00 03/27/2019 MELISSA H. 8595784290 the SHELBURN 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 Drawing Scale: 1/8" = 1'-0" Elevation "D" Unfinished Basement Mechanical Plan 1.03 HVAC SPACE WH General Notes Key Notes UNEXCAVATED 2 1 TO SWITCH ABOVE OUTLET IN JOIST SPACE 7 8 9 10 5 3 4 6 DEDICATED OUTLET FOR "ON Q" SYSTEM -- -- -- 1 SUMP AND GRINDER WITH LID-LOCATE NEAR FLOOR DRAIN LOCATION. INSTALL AS REQUIRED BY SITE ROUGH-IN WATER SOFTENER SUMP 5 6 11 -- 12 -- 13 -- A/C UNIT CO SD RECREATION ROOM UNFINISHED BASEMENT TO LIGHT DROP CEILING AS REQUIRED 3 BATH #4 48"x36"2'4"FL/BR2'4"2'8"FL/BR WETBAR FL/BRFL/BRUNEXCAVATED TILE CARPET TILE3'-0"06/25/19 Mike Sheeks Key Notes 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 @ 1'0-1/4" BELOW TOP PLATE UNLESS OTHERWISE NOTED. 4. ALL DROPPED INTERIOR HEADERS TO BE DROPPED 1'-0" FROM CEILING UNLESS OTHERWISE NOTED. First Floor Framing Plan RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Copyright © 2015, (2015) The Drees Company. All Rights Reserved. FLYNN 721 OSWEGO DESIGN GALLERY - INDY Drawing Date: Coord Name: Coord Phone: IGM-0100-00 03/27/2019 MELISSA H. 8595784290 the SHELBURN 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 Drawing Scale: 1/8" = 1'-0" Elevation "D" 2.01F CARPENTER TO DROP ELECTRICAL WIRE THROUGH PORCH CEILING FOR LIGHTS TOP OF OPENING @ 6'-8" A.F.F.2'4"2'4"2'8"FALSE HEADER 34-1/2" HIGH WALL 2 3 A 7.01 A 5.01 OWNERS SUITE FOYER DO NOT LOCATE TRUSS ABOVE PLUMBING WALL 22-1/2"x 32" ATTIC ACCESS PANEL, HOLD MINIMUM 9'-6" BACK FROM GARAGE DOOR FRAME GARAGE WALLS AT 10'3-1/8" ABOVE TOP OF FOUNDATION WITH (2)2x4's AT 16" o.c. 3860 S/H 3860 S/H W.I.C. 3860 S/H 3860 S/H 3860 S/H 3860 S/H 3860 S/H 3 5 8'-4" 19'-10 1/2" 2'-9" 5'-10" 4'-6" 5 1/2" 6'-5"3'-1" 6'-2 1/2"4" 5'-3"8" 8" 5'-8 1/2" 7'-6"OWNERS BATH PANTRY 6" 2'-2"3'-5" 5 6 7 8 9 10 1 2 3 4 15 16 17 18 19 20 11 12 13 14 4 1'-6 1/2" RE: DETAIL C/7.01 FOR STAIR FRAMING -- -- -- -- -- -- -- -- -- -- --2'8"2'8" 2'4"2'4"2'8" 3 5'-0"5 1/2" 5'-6"3'-4 1/2" 2'-1" 5 PWDR. 1'-4" 3'-6 1/2" 5'-5 1/2" 10'-1" 3 6'-2 3/4" STUDY 7'-10 1/4"14'-1" 5'-0 3/4" 5'-3 3/4" 2'-7 1/2" 2'-7 1/2" 10'-4 1/2"5'-3" 2'-0"3060 S/H 6'-0" 1 4'-0" 5'-0" 10'-3 1/2" 2'-6"7'-6" 3'-8" 1 GARAGE 20'-5" 16'-0" 2'-4" 49'-11" 21'-0" 2'-8"22'-1" 59'-7"6 2'-4 1/2" 6'-1" 3'-11" 4"4'-1"4" FAMILY READY ROOM 8'-4" 2'-0"14'-7" 5 1/2" 5 4" 4'-7" 11'-2" 4" 4" 4'-7" 3'-4" 2'-8"7 7'-1" 12'-6 1/2" DN DINING KITCHEN FAMILY ROOM 2'8" 49'-11" 13'-4" 19'-7" 17'-0" 8'-6"8'-6" 6'-8" 6'-8"2'-6"2'-6" 6" 6" 6" 6"22'-10 1/2"6'-7 1/2" 12'-9" 6'-4" 8'-10 1/2" 5'-10" 10'-3 1/2" 9'-9 1/2" 9'-9 1/2" 6'-4"18'-5"16'-5"18'-3 1/2"BEDROOM #2 5'-11" 3'-5 1/2" 1'-7 1/2"1'-8 1/2" 2'4"2'6" BATH #2 2'0"2'6"BEDROOM #3 11'-0 1/2" 5'-0"3060 S/H 5'-1" 5'-1" 3'-3"17'-3"4'-3"10'-5 1/2"7" 3'-1" 7"2'4" 2'0 " 7'-9" 12'-8 1/2" 22'-3 1/2" 9'-5 1/2" 3'-10 1/2" 1'-8 1/2" W.I.C. W.I.C.2'0"11'-1" 11'-8 1/2" 12'-8 1/2" 3'-11" 5'-10" 3'-6 1/2" 13'-3 1/2" 9 3060 S/H3060 S/H 8'-0" 10"x10" BOX COLUMN - RE: DETAIL A/7.02 FOR FRAMING3'0"x8'0"2'-9" 4'-4 1/2" 9'-11 1/2"4'-7 1/2" 6'-0" 8'-7" 1'-2 1/2" 3'-6" 8' DOORS THROUGHOUT FIRST FLOOR UNLESS NOTED OTHERWISE 2' 6 " 2'6" 2' 4 "1'-0"1'-0" 9'-6"50'-1" 1'-8"5'-5 1/2"7'-1" 5'-9"3020 FIXED3020 FIXED3020 FIXED3020 FIXED3020 FIXED 6'-4"30'-11 1/2" 65'-11 1/2"6"9 10" 16'-0 1/4"12'-4 1/4"6'-6 1/2" 10"11'-6 1/2"10'x12' PATIO 14'-8 1/2" BENCH 10'-1" CEILING 5'-3 1/2" 15'-9"4'-10" 5 1/2"4'-10"1'-7" 5 1/2" 6"5'-3 1/2" 14'-11" 6"6'-7"5'-0"5'-0"12" DEEP CABINETS ADDED TO BACK OF ISLAND W/ ADDITIONAL 12" COUNTERTOP OVERHANG - SEE KITCHEN LAYOUT 06/25/19 Mike Sheeks General Notes 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 RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Copyright © 2015, (2015) The Drees Company. All Rights Reserved. FLYNN 721 OSWEGO DESIGN GALLERY - INDY Drawing Date: Coord Name: Coord Phone: IGM-0100-00 03/27/2019 MELISSA H. 8595784290 the SHELBURN 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 Drawing Scale: 1/8" = 1'-0" Elevation "D" First Floor Structural Plan 2.01S -- E F H J K L A B C D 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 10'-8"C.L. POSTS1'-0 1/2"(3) 2x4ROOF TRUSSES @ 24" o.c.HIP GIRDER TRUSSTRUSSES @ 24" o.c. MONO GIRDER TRUSS 4'-0" (2) 1-3/4" x 9-1/4" LVL (DROPPED) TOP OF BEAM @ 9'-1" ABOVE INTERIOR FINISHED FLOOR (2) 1-3/4"x14" LVL (DROPPED) CONTINUOUS FULL WIDTH OF PORTAL FRAME (2) 2x4 (2) 2x4 (3) 2x4 (3) 2x4 PORTAL FRAME SEE DETAIL 1/7.03 (2) 2x8 (2) 2x6(2) 2x8 (2) 2x8 (2) 2x8 (2) 2x4 KINGS AND (1) 2x4 JACK EACH SIDE (2) 2x8 (2) 2x8 (2) 2x4 KINGS AND (1) 2x4 JACK EACH SIDE BEARING WALL (2) 2x8 (2) 2x4 KINGS AND (1) 2x4 JACK EACH SIDE 12'-6 1/2" -- -- -- -- -- -- -- -- -- BLOCKED PANEL EDGES (SEE NOTES) 18'-7"20'-4 1/2" 17'-0"(2) 2x6 (2) 2x8 (2) 2x6 (2) 2x6 26'-6" 4x4 PRESSURE TREATED POST (TYP.) 17'-10" TO BEAM FACE 5'-10 1/4"TO BEAM FACE 13'-10 1/4"TO BEAM FACE 5'-10" C.L. POSTS 5'-10" C.L. POSTS 5'-10 1/2" C.L. POSTS 8" 8"5'-8 1/2"C.L. POSTS8" 8" 3 POINT BEARING HIP GIRDER TRUSS(2) 2x43'0"x8'0"GIRDER TRUSS (4) 2x4 (4) 2x4 ROOF TRUSSES @ 24" o.c.TRUSSES @ 24" o.c. 4'-0" HIP GIRDER TRUSSTRUSSES @ 24" o.c. 4'-0" (2) 2x12 3 POINT BEARING ROOF TRUSSES @ 24" o.c.STRUCTURAL GABLE END TRUSS (2) 2x10 (DROPPED) TOP OF BEAM @ 9'-1" ABOVE INTERIOR FINISHED FLOOR (2) 2x6(2) 2x6(2) 2x6 (2) 2x6(2) 2x6 (2) 2x4 (2) 2x4 20'-2" TO BEAM FACE (2) 2x10 (DROPPED) TOP OF BEAM @ 9'1" ABOVE INTERIOR FINISHED FLOOR 4x4 PT POST 3'-6" 16'-8 1/2" TO BEAM FACE 13'-0 1/2" TO BEAM FACE (2) 2x10 (DROPPED) TOP OF BEAM @ 9'1" ABOVE INTERIOR FINISHED FLOOR 06/25/19 Mike Sheeks General Notes Key Notes 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Copyright © 2015, (2015) The Drees Company. All Rights Reserved. FLYNN 721 OSWEGO DESIGN GALLERY - INDY Drawing Date: Coord Name: Coord Phone: IGM-0100-00 03/27/2019 MELISSA H. 8595784290 the SHELBURN 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 Drawing Scale: 1/8" = 1'-0" Elevation "D" Roof Plan 2.04 5-3/4" 8-3/4" 7-3/4" 6-3/4" 10:12 ROOF PITCH7:12 8:12 9:12 6:12 HEEL CUT STANDARDS 14:12 9-3/4" 13-3/4" 11-3/4" 12:12 4-3/4" 5:12 3-3/4" 4:12 OVERHANG 1'-0" 2'-0" 7-3/4" 9-3/4" 11-3/4" 13-3/4" N/A N/A N/A N/A N/A -- -- -- -- -- -- -- -- -- --5 6 7 8 9 10 1 2 3 4 (4) 2x4 (4) 2x4 7:121'-0"G.E.1'-0" O.H. ROOF TRUSSES @ 24" o.c. 3-POINT BEARING GIRDER TRUSS ROOF TRUSSES TO BEAR ON EXTERIOR WALL ROOF TRUSSES @ 24" O.C. 8:128:12 8:128:12 1'-0"O.H.1'-0" O.H.1'-0"G.E.1'-0" O.H. 1'-5 3/4" O.H. 1'-0" O.H.ROOF TRUSSES @ 24" o.c.ROOF TRUSSES @ 24" o.c.HIP GIRDER TRUSSTRUSSES @ 24" o.c. MONO GIRDER TRUSS 4'-0"HIP GIRDER TRUSSVALLEY TRUSS OVERFRAMING @ 24" O.C. 4'-0" TRUSSES @ 24" o.c. STRUCTURAL GABLE END TRUSS 2''-4 1/4" HEEL CUT 4'-0"7:12POT VENTS1'-0"O.H.1'-0"O.H.1'-0" O.H. 1'-0" O.H. 8:128:12 3 POINT BEARING ROOF TRUSSES @ 24" o.c.TRUSSES @ 24" o.c.HIP GIRDER TRUSSBEARING WALL7:121'-0"G.E.7:12 7:12 1'-0" O.H. 1'-0" O.H. 06/25/19 Mike Sheeks General Notes Key Notes 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 22-1/2" x 32" ATTIC ACCESS First Floor Mechanical Plan RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Copyright © 2015, (2015) The Drees Company. All Rights Reserved. FLYNN 721 OSWEGO DESIGN GALLERY - INDY Drawing Date: Coord Name: Coord Phone: IGM-0100-00 03/27/2019 MELISSA H. 8595784290 the SHELBURN 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 Drawing Scale: 1/8" = 1'-0" Elevation "D" 4.01 -- DATA OUTLET PHONE JACK HOME OFFICE OUTLET GAS PR TV EC 4-WAY SWITCH PROJECTOR ROUGH-IN CABLE TELEVISION JACK GROUND FAULT OUTLET WEATHERPROOF OUTLET 3-WAY SWITCH FLOOR OUTLET 220 OUTLET WALL OUTLET SINGLE POLE SWITCH BLOCK, MOUNT, & SWITCH FOR (CENTER, UNLESS OTHERWISE NOTED) EXHAUST FAN AND LIGHT FUTURE FAN/LIGHT COMBINATION ENTERTAINMENT CENTER OUTLET D CO DETECTOR FLOOR DRAIN GAS HOOK UP SHOWER HEAD SMOKE DETECTOR WALL MTD. EXHAUST FAN CLG. MTD. EXHAUST FAN WALL SCONCE @ 5'-6" A.F.F. DIRECTIONAL CAN LIGHT DOUBLE SPOTLIGHT FIXT. WALL MOUNTED LIGHT FIXT. CLG. MOUNTED LIGHT FIXT. UNDER CABINET LIGHTING FLUORESCENT LIGHT HOSE BIB PIN LIGHT COMBINATION CO 3 4 STAIR LIGHT SD CO SD SMOKE DETECTOR/ CO DETECTOR COMBINATION SURFACE MOUNT DISC LIGHT OR RECESSED CEILING LIGHT,PER SPECS. 2' 4 "2'4"2'8" TO SWITCH OR LIGHT BELOW OWNERS SUITE OUTLET FOR DISHWASHER TO BE LOCATED IN SINK CABINET OUTLET FOR VENTHOOD/MICROWAVE HELD HIGH - VENT TO EXTERIOR HOLD OUTLET HIGH GARBAGE DISPOSAL SWITCH (INSIDE BASE CABINET) LOCATE WASHER TO THE LEFT OF THE DRYER REFER TO JOBDOC ON DREESBUILD FOR FINAL KITCHEN CABINET LAYOUT A/C UNIT W.I.C. 5 10 KITCHEN 5 OWNERS BATH SD CO SD FL/BR FL/BR3 9 7 8 FL/BR 5 6 7 8 9 10 1 2 3 4 11 12 13 2'8"2'8"2'4"2'4"2'8"3FL/BRPWDR. STUDY 60"x36"GARAGE CLG DN 4 3 DINING 2 FAMILY READY ROOM 3 FL/BR 1 FOYER3'-8"DWDISPOSAL COOKTOP WITH HOOD 6 RE: DETAIL B/7.01 FOR KITCHEN ISLAND FRAMING AND COUNTERTOP DIMENSIONS FAMILY ROOM --14 --15 2'8" CENTER ON WINDOWS 5'-11" 4'-10" BEDROOM #2 SD2'4"2'6"FL/BR FL/BR BATH #2 2'0"2'6"BEDROOM #3 SD FL/BR 2'4"FL/BR2'0" W.I.C. W.I.C. 2'0"3'0"x8'0"3 COVERED PORCH TO SWITCH OR LIGHT ABOVE2'6"2'6"2'4"10'x12' PATIO CAB. SINK R/I20 AMP BENCHDBL.OVEN 10'-1" CEILING FLOOR OUTLET SD WPNOTATES DIRECTION OF TILE INSTALL PLACE OUTLET ON MANTLE HEIGHT CONDUIT OUTLET TO BE PLACED AT COUNTERTOP HEIGHT FOR FUTURE MICROWAVE WP14x30 NICHE TO UNDER CABINET LIGHTS R/I R/I CO CO CO CO NOTATES LOCATION OF 4' ARTS & CRAFTS PANEL MOLDING 12" DEEP CABINETS ADDED TO BACK OF ISLAND W/ ADDITIONAL 12" COUNTERTOP OVERHANG - SEE KITCHEN LAYOUT OPEN SHELVING - REFER TO DETAIL PHOTO ADDED IN PACKET 14x30 NICHE 06/25/19 Mike Sheeks General Notes Key Notes 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 5.01 RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Copyright © 2015, (2015) The Drees Company. All Rights Reserved. FLYNN 721 OSWEGO DESIGN GALLERY - INDY Drawing Date: Coord Name: Coord Phone: IGM-0100-00 03/27/2019 MELISSA H. 8595784290 the SHELBURN 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 Drawing Scale: 1/8" = 1'-0" Elevation "D" Building SectionA 5.01 SCALE: 1/8" = 1'-0" BUILDING SECTION THROUGH FOYER 5 6 7 8 9 10 1 2 3 4 -- -- -- -- -- -- -- -- -- -- PRE-ENGINEERED WOOD TRUSSES FAMILY ROOM FOYER BASEMENT 10'-1"11 7/8" 8'-9 1/2" 7 12 7 12 7 1/4"HEEL CUT 13'-10 1/4" TO FACE OF BEAM 9'-1"TOP OF BEAM A.F.F.FULL 3/4"2'-4 1/4"HEEL CUT9'-1"9'-1"TO TOP OF BEAM A.F.F.06/25/19 Mike Sheeks General Notes Key Notes 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 2. REFER TO SELECTIONS/SPECIFICATIONS FOR ROOFING MATERIAL. 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 12 L8 x 4 x 12 L6 x 4 x 5 16 L5 x 3 12 x 516 L3 12 x 3 1 2 x 14 L7 x 4 x 3 8 **per Design L5 x 3 12 x 516 L4 x 3 12 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 12 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Copyright © 2015, (2015) The Drees Company. All Rights Reserved. FLYNN 721 OSWEGO DESIGN GALLERY - INDY Drawing Date: Coord Name: Coord Phone: IGM-0100-00 03/27/2019 MELISSA H. 8595784290 the SHELBURN 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 Drawing Scale: 1/8" = 1'-0" Elevation "D" Front Elevation 6.01 TYPICAL TRIM: 6" FASCIA 8" FRIEZE (ALL SIDES) (FRONT ONLY, UNLESS OTHERWISE NOTED) -- -- -- -- -- -- -- -- -- --5 6 7 8 9 10 1 2 3 4 BRICK SILL, TYP.2'-8"6" TRIM, TYP. LOUVERED SHUTTERS 2030 FIXED WINDOW WITH BLACKOUT BEHIND 8" TRIM LOUVERED SHUTTERS 6" TRIM, TYP. BRICK SILL, TYP.2'-8"3'-9"RECTANGULAR LOUVER D1T GABLE BRACKET D2 C 7.02 D 7.02 8" TRIM A 7.02 B 7.02 SMOOTH EXTERIOR PANEL SHEATHING W/ 2" TRIM @ 24" o.c. 6" TRIM, TYP. (3)EXTERIOR BRACKETS D2 SMOOTH EXTERIOR PANEL SHEATHING W/ 2" TRIM @ 24" o.c. HORIZONTAL SIDING 4'-0"ALL SHUTERS ON HOME ARE TO BE THE 2 PANEL SHUTTERS ILO LOUVERED 06/25/19 Mike Sheeks General Notes Key Notes 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 2. REFER TO SELECTIONS/SPECIFICATIONS FOR ROOFING MATERIAL. Garage Side Elevation RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Copyright © 2015, (2015) The Drees Company. All Rights Reserved. FLYNN 721 OSWEGO DESIGN GALLERY - INDY Drawing Date: Coord Name: Coord Phone: IGM-0100-00 03/27/2019 MELISSA H. 8595784290 the SHELBURN 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 Drawing Scale: 1/8" = 1'-0" Elevation "D" 6.02 TYPICAL TRIM: 6" FASCIA 8" FRIEZE (ALL SIDES) (FRONT ONLY, UNLESS OTHERWISE NOTED) -- -- -- -- -- -- -- -- -- --5 6 7 8 9 10 1 2 3 4 7 12 7 12 4" TRIM 06/25/19 Mike Sheeks General Notes Key Notes 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 2. REFER TO SELECTIONS/SPECIFICATIONS FOR ROOFING MATERIAL. 6.03 RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Copyright © 2015, (2015) The Drees Company. All Rights Reserved. FLYNN 721 OSWEGO DESIGN GALLERY - INDY Drawing Date: Coord Name: Coord Phone: IGM-0100-00 03/27/2019 MELISSA H. 8595784290 the SHELBURN 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 Drawing Scale: 1/8" = 1'-0" Elevation "D" Rear Elevation TYPICAL TRIM: 6" FASCIA 8" FRIEZE (ALL SIDES) (FRONT ONLY, UNLESS OTHERWISE NOTED) -- -- -- -- -- -- -- -- -- --5 6 7 8 9 10 1 2 3 4 4" TRIM, TYP. 12 8 12 8 06/25/19 Mike Sheeks General Notes Key Notes 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 2. REFER TO SELECTIONS/SPECIFICATIONS FOR ROOFING MATERIAL. RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Copyright © 2015, (2015) The Drees Company. All Rights Reserved. FLYNN 721 OSWEGO DESIGN GALLERY - INDY Drawing Date: Coord Name: Coord Phone: IGM-0100-00 03/27/2019 MELISSA H. 8595784290 the SHELBURN 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 Drawing Scale: 1/8" = 1'-0" Elevation "D" Side Elevation 6.04 TYPICAL TRIM: 6" FASCIA 8" FRIEZE (ALL SIDES) (FRONT ONLY, UNLESS OTHERWISE NOTED) -- -- -- -- -- -- -- -- -- --5 6 7 8 9 10 1 2 3 4 7 12 7 12 4" TRIM 06/25/19 Mike Sheeks A 7.01 General Notes Key Notes 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Copyright © 2015, (2015) The Drees Company. All Rights Reserved. FLYNN 721 OSWEGO DESIGN GALLERY - INDY Drawing Date: Coord Name: Coord Phone: IGM-0100-00 03/27/2019 MELISSA H. 8595784290 the SHELBURN 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 Drawing Scale: 1/8" = 1'-0" Elevation "D" 7.01 House Specific Details ISLAND COUNTERTOP DETAIL SCALE: 1/4" = 1'-0" B 7.01 1 1/2" O.H. 3'-1 1/2" 3'-1 1/2" 8 1/2" O.H. 2'-0" 7'-6" 1 1/2"O.H.1 1/2"O.H.-- -- -- -- -- -- -- -- -- --5 6 7 8 9 10 1 2 3 4 SCALE: 1/2" = 1'-0" WALL SECTION POURED CONCRETE FLOOR JOIST SHEATHING 1/2" GYPSUM BOARD SHEATHING SIDING (HELD 1" DOWN PAST TOP OF FOUNDATION) FLOOR JOIST SHEATHING 1/2" GYPSUM BOARD SHEATHING SIDING PRE-ENGINEERED WOOD TRUSS BAFFLE HEELCUTSEETABLE1'-0" OVERHANG SHINGLES W/ FELT SHEATHING D1.1 POURED CONCRETE FRAMEWRAP HEADER PER PLANHEIGHT PERFRAMINGPLANHEADER PER PLANHEIGHT PERFRAMINGPLAN2x_ BOTTOM PLATE 2x_ 2x_ (2)2x_ TOP PLATE FASCIA PER ELEVATION VENTED SOFFIT 2x_ BOTTOM PLATE (2)2x_ TOP PLATE TRIM BOARD PER HOUSE/ SUBDIVISION SPECIFICATIONS SCALE: 1/4" = 1'-0" STAIR FRAMING DETAILS 3-1/2" WALL STAIR STRINGER 1x KICKPLATE INSTALLED BY STAIR MANUFACTURER STAIR STRINGER LINE OF SUBFLOOR FACE OF RISER TO FACE OF RISER 16 RISERS @ 7-3/8" 15 TREADS @ 10" STAIR INFO 10" 10" 10" 10" 10" 10" 10" 10" 10" 10" 10" 10" 10" 3 4 " 11 4 " TYP. NOSING 11 7/8"3/4"9'-10 1/8"16 RISERS @ 7-3/8"15 TREADS @ 10"8'-9 1/2" 2 1/4"3'-6"10" 10" UP 12'-9" SCALE: 1/8" = 1'-0" STAIR SECTION 12'-6 1/2" STAIR OPENING C 7.01 D 7.01 8'-0 1/8"HEADROOM 2 OPT. 2nd FLOOR GAMEROOM - SEE SHEET 8.09 - 8.10 12" DEEP CABINETS ADDED TO BACK OF ISLAND W/ ADDITIONAL 12" COUNTERTOP OVERHANG - SEE KITCHEN LAYOUT 06/25/19 Mike Sheeks General Notes Key Notes 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Copyright © 2015, (2015) The Drees Company. All Rights Reserved. FLYNN 721 OSWEGO DESIGN GALLERY - INDY Drawing Date: Coord Name: Coord Phone: IGM-0100-00 03/27/2019 MELISSA H. 8595784290 the SHELBURN 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 Drawing Scale: 1/8" = 1'-0" Elevation "D" 7.02 House Specific Details -- -- -- -- -- -- -- -- -- --5 6 7 8 9 10 1 2 3 4 E 7.02 GRADE TYPICAL SECTION THROUGH PORCH SLAB SCALE: 1/2" = 1'-0" PER PLAN 1 1 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 OUTLINE OF 1x6 RAKE FASCIA BOARD 1x6 GUTTER BOARD (BEYOND) 1x8 RAKE FRIEZE BOARD EXTENDS TO OVERHANG TO COVER SOFFIT (BEYOND) BOTTOM OF VENTED SOFFIT RAFTER TAIL OVERHANG DETAIL SCALE: 1/2" = 1'-0" ELEVATION 3D VIEW D 7.02 COLUMN SECTION/ 10" BOX COLUMN SCALE: 1/2" = 1'-0" 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. A 7.03 GR AD E POURED CONCRETE 1x10 ALUMINUM PLINTH BLOCK 1x10 10" 10" COLUMN 4x4 PRESSURE TREATED POST FIELD VERIFY- HEIGHT OF COLUMN MAY VARY PER ELEVATION & PORCH SLAB 3/4"8" TO C.L. OF POST1 1/2"O.H. SECURE 4x4 POST TO CONCRETE W/SIMPSON ZMAX ABA44 POST BASE (OR EQUIVALENT) SECURE 4x4 POST TO BEAM WITH A SIMPSON LSTA18 STRAP (OR EQUIVALENT) CONCRETE PORCH SLAB BRICK WALL TIES TO FOUNDATION @ 16" O.C. HORIZONTALLY & VERTICALLY OPTIONAL BRICK TO GRADE 1x6 VENTED SOFFIT 1x10 1x4 2x2 NAILER 1x8 HEADER 1x10 (RIPPED)1x SPACER AT POST 1'-0 5/8"7 1/4"SHINGLES W/ FELT SHEATHING WOOD TRUSS 12" OVERHANG SHEATHING/ VINYL SOFFIT 1/2" 7 1/4" 1'-0" O.H. 1/2" SCALE: 1/2" = 1'-0" GABLE PAD-OUT DETAILC 7.02 8" TRIM, TYP. 6" TRIM, TYP. SHEATHING PAD GABLE OUT WITH 2x8 STUDS 6" TRIM, TYP. (3)EXTERIOR BRACKET D2 8" TRIM, TYP. 8" TRIM, TYP.4'-0"PRE-ENGINEERED WOOD TRUSSES SMOOTH EXTERIOR PANEL SHEATHING W/ 2" TRIM @ 24" o.c. SCALE: 1/2" = 1'-0" PORCH BRACKET DETAIL B 7.022'-1"11 1/4" 1'-0" 1 3/4"6 3/4" 1/2" 7 1/4" 15° 3" 4 1/4" 7 1/4" 1 1/2"1 1/2"1'-6 5/8" 1 1/2"6 1/8" 1"1'-11 1/8"10 1/8" 2" RADIUS = 2'-1"± 6x8 CEDAR POST CUT TO BRACKETOUTLINE OF 6x8 CEDAR POST 5 1/2" FRONT VIEW 06/25/19 Mike Sheeks 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 1 7.03 General Notes Key Notes RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Copyright © 2015, (2015) The Drees Company. All Rights Reserved. FLYNN 721 OSWEGO DESIGN GALLERY - INDY Drawing Date: Coord Name: Coord Phone: IGM-0100-00 03/27/2019 MELISSA H. 8595784290 the SHELBURN 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 Drawing Scale: 1/8" = 1'-0" Elevation "D" 7.03 House Specific Details -- -- -- -- -- -- -- -- -- --5 6 7 8 9 10 1 2 3 4 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 2. LETTERED DETAILS ARE TYPICAL FOR THIS HOME & SHALL BE IMPLEMENTED IN ALL APPLICABLE AREAS. THESE DETAILS ARE NOT "CUT" ON THE PLANS. 3. NUMBERED DETAILS ARE PLAN SPECIFIC AND ARE ONLY REQUIRED WHERE SPECIFICALLY INDICATED ("CUT") ON THE PLANS. 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. 06/25/19 Mike Sheeks