Loading...
HomeMy WebLinkAboutA010.6 ALB21RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Drawn By: Copyright © 2017, (2017) The Drees Company. All Rights Reserved. Space for Architect Seal 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 MARKET 14352 MARSDALE PLACE ALBANY PLACE ALB-0021-00 01/11/2018 MELSSA P. STERLING PLAN_NM 0C.1 Elevation "B" Cover Sheet 859-578-4290 the WINFIELD Index to the Drawings Sheet No. Sheet Name 0C.1 Cover Sheet 0N.1 General Notes 0P.1 Plot Plan 1.01 Foundation Plan 1.02 Lower Level Framing Plan 1.03 Lower Level Mechanical Plan 2.01F First Floor Framing Plan 2.01S First Floor Structural Plan 2.02F Second Floor Framing Plan 2.02S Second Floor Structural Plan 2.04 Roof Plan 3.01 First Floor Subfloor Plan 3.02 Second Floor Subfloor Plan 4.01 First Floor Mechanical Plan 4.02 Second Floor Mechanical Plan 5.01 Building Sections 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 Division: INDIANAPOLIS Building Code: 2005 INDIANA RESIDENTIAL CODE Redraws Plan Review: 01/16/2018 1) REVISED ADDRESS 2) ADDED FL/BR AT GAMEROOM 3) REVISED 5.01 BASEMENT CEILING HEIGHT 4) ADDED 1X4 TRIM AROUND REAR PATIO DOOR & GARAGE DOORS 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 Basement 1038 SF First Floor 1824 SF Second Floor 1707 SF 4569 SF Unfinished Areas Front Porch 110 SF Garage 1016 SF Outdoor Living 399 SF Unfinished Basement 424 SF 1949 SF Square Footage total may vary by +1 SF due to automated rounding of first and second floor area 4. (1)"DINNING ROOM TRAY CEILING" 3. (1)" CLARITY KITCHEN" - BUILT-IN MICROWAVE 4. N/A 3. 4. TRAY CEILING WILL NOT FIT 3. 4. FLUSH LVL AT THE DINNING ROOM 3. 2. (1)" ADD 3860 SH WINDOW" 1. (1)" CEILING FAN PREWIRE WITH SWITCHES" 2. 1. N/A 2. 1. LOCATION NOT PROVIDED 2. 1. N/A N/A LOCATION NOT PROVIDED N/A N/A SHOP DRAWINGS NOT PROVIDED N/A 14325 MARSDALE PLACE 01/30/19 William Hohlt ELEVATION NOTES SECTION, DETAILS & ROOF PLAN NOTES - PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. UNLESS NOTED OTHERWISE. - SEE TRUSS MANUFACTURER'S SHOP DRAWINGS FOR TRUSS LAYOUT AND DESIGN INCLUDING GIRDER TRUSSES AND BEAM LOCATIONS. - ALL GIRDER TRUSSES TO BE BOLTED TOGETHER ACCORDING TO MANUFACTURER'S SPECIFICATIONS, WHERE REQUIRED. - TRUSSES TO BE BRACED AND INSTALLED ACCORDING TO MANUFACTURER SPECIFICATIONS. - TRUSS MANUFACTURER'S DIMENSIONS ARE TO OUTSIDE OF SHEATHING. - ROOF TRUSS MANUFACTURER TO SPECIFY ALL CONNECTIONS AND HANGERS ON SHOP DRAWINGS. - REFER TO HIB-91 OF TPI (TRUSS PLATE INSTITUTE) FOR SPECIFIC BRACING RECOMMENDATIONS AND REQUIREMENTS. - ENGINEERED TRUSS DRAWINGS ALONG w/ HIB-91 ARE TO BE PROVIDED TO FIELD BY TRUSS MANUFACTURER PRIOR TO ERECTION OF TRUSSES. - PROVIDE A 2x4 LEDGER TO ACCEPT ROOF SHEATHING WHERE A FIRST FLOOR ROOF MEETS THE SIDE OF A SECOND FLOOR. - A SELF-ADHERING POLYMER MODIFIED BITUMINOUS SHEET SHALL BE USED FROM THE EAVES EDGE TO A POINT AT LEAST 24" INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. - PROVIDE 15# FELT PAPER UNDER SHINGLES - CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL TEMPORARY SHORING AND BRACING DURING CONSTRUCTION FOR ALL ELEMENTS INCLUDING WALLS, JOISTS, TRUSSES COLUMNS, MASONRY AND OTHERS AS REQUIRED. - ROOF TRUSSES WILL BE FASTENED BY CONNECTORS THAT WILL RESIST A MINIMUM OF 175 LBS OF UPLIFT. - WINDOW STYLE AND MULLIONS MAY VARY FROM ELEVATION DEPENDING UPON MANUFACTURER, STYLE, PATTERN, TYPE, ETC. - FRONT DOOR COACH LIGHTS (IF ANY) TO BE SET AT 5'-8" ABOVE FINISHED SURFACE. - GRADE AWAY FROM FOUNDATION WALLS SHALL FALL A MINIMUM OF 6" WITHIN THE FIRST 10'. - PROVIDE HOUSE WRAP OVER ENTIRE HOUSE (INCLUDING GABLES). - PROVIDE BRICK WEEP HOLES WITH WEEP CARDS AT 33" o.c. WITH BRICK VENEER. - PROVIDE FLASHING AND WEEP HOLES ABOVE BRICK ANGLE IRONS. - PROVIDE BRICK WALL TIES AT 16"o.c. HORIZONTALLY AND VERTICALLY. PROVIDE BRICK WALL TIES WITHIN 12" OF ANY BRICK OPENINGS AT A MAXIMUM OF 36" o.c. AROUND OPENING. - PROVIDE TWO LAYERS OF TYVEK IN ALL AREAS OF STONE. REFER TO DETAIL ON SHEET 7.01 FOR INSTALLATION DETAILS. - PAD OUT ALL GABLE ENDS (WITHOUT GABLE EXTENSIONS) WITH 1-1x6 WITH THE 1x8 OVER THE TOP TO COVER THE ENDS OF THE SIDING, WHERE SPECIFIED BY HOUSE AND ELEVATION. - USE EXTERIOR PROTECTIVE COVERINGS ON ALL DIRECT VENT FIREPLACES (IF ANY). - EXTERIOR STEPS TO HAVE A MAXIMUM 8" RISER. WHEN VERTICAL RISE EXCEEDS 30" OR FOUR OR MORE CONTINUOUS RISERS, A HANDRAIL IS REQUIRED GENERAL NOTES - INDIANAPOLIS FOUNDATION NOTES FRAMING NOTES MECHANICAL NOTES - ALL FOUNDATION WALLS TO BE CAST IN PLACE CONCRETE 3000 PSI MIN. UNLESS OTHERWISE NOTED. - PROVIDE FOOTER DRAIN TILE ON OUTSIDE OF FOOTER TO SUMP PUMP OR TO DAYLIGHT. - BASEMENT WINDOW LOCATIONS MAY VARY FROM DRAWING DUE TO LOT CONDITIONS. - BACKFILL ADJACENT TO FOUNDATION WALLS SHALL NOT BE PLACED UNTIL THE WALL HAS SUFFICIENT STRENGTH AND HAS BEEN ANCHORED TO THE FLOOR OR HAS BEEN SUFFICIENTLY BRACED TO PREVENT DAMAGE BY THE BACKFILL. - ASSUMED ALLOWABLE SOIL BEARING PRESSURE: 2,000 p.s.f. - WATERPROOF FOUNDATION WITH BITUMINOUS SPRAY. - VERTICAL CONTROL JOINTS IN BASEMENT FOUNDATION WALLS - STANDARD LOCATION GUIDELINES: 1) PLACE A CONTROL JOINT IN ALL UNBRACED WALLS OVER 30' IN LENGTH. (NOTE: "T" WALLS AND CORNERS COUNT AS A BRACE). 2) WINDOWS THAT ARE LARGER THAN THE STANDARD BASEMENT WINDOW REQUIRE A CONTROL JOINT. 3) CONTROL JOINTS ARE NOT REQUIRED AT EVERY WINDOW THAT IS STANDARD SIZE. 4) IF THERE IS A STANDARD WINDOW LOCATED IN A WALL SEGMENT THAT REQUIRES A CONTROL JOINT, THEN THE CONTROL JOINT SHOULD BE PLACED ON THE SIDE OF THE WINDOW THAT IS ADJACENT TO THE LONG SIDE OF THE WALL. IF THERE IS MORE THAN ONE WINDOW IN A WALL THEN ONLY ONE WINDOW SHOULD HAVE A CONTROL JOINT. 5) DOORS DO NOT GET CONTROL JOINTS. 6) CONTROL JOINTS SHOULD NOT BE LOCATED WITHIN 3' OF A BEAM POCKET. 7) CONTROL JOINTS ARE REQUIRED AT THE FIRST AND LAST STEP DOWN AT STEPPED BASEMENT FOUNDATION WALLS. - INTERIOR FLATWORK SHALL HAVE A MINIMUM CONCRETE STRENGTH OF 3,000 PSI. - EXTERIOR FLATWORK/GARAGES SHALL HAVE A MINIMUM CONCRETE SRENGTH OF 4,500 PSI - FOOTINGS TO A MINIMUM CONCRETE STRENGTH OF 2500 PSI, UNLESS OTHERWISE NOTED - PLACE GARAGE SLAB CONTROL JOINTS PERPENDICULAR TO ONE ANOTHER, EACH STARTING FROM THE CENTERLINE OF GARAGE WALL. WHEN OVERDIG EXCEEDS 2'-0", SLAB CONTROL JOINTS SHOULD BE OFFSET FROM PILASTER 2'-0" WITH ANOTHER JOINT RUNNING PERPENDICULAR. - ALL VERTICAL STEEL AND ALL STEEL IN STRUCTURAL SLABS TO BE GRADE 60. ALL HORIZONTAL STEEL IN FOUNDATION WALLS AND FOOTERS TO BE GRADE 40 STEEL. 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 M ASONRY 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" Drawn By: Copyright © 2017, (2017) The Drees Company. All Rights Reserved. Space for Architect Seal 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 MARKET 14352 MARSDALE PLACE ALBANY PLACE ALB-0021-00 01/11/2018 MELSSA P. STERLING PLAN_NM 0N.1 Elevation "B" General Notes 859-578-4290 the WINFIELD REISSUED: 01/16/2019 14325 MARSDALE PLACE 01/30/19 William Hohlt * UTILIZE SIMPSON "SET" EPOXY SYSTEM TO FASTEN THREADED ROD INTO CONCRETE FOUNDATION (REFER TO SIMPSON SPECS FOR ANCHOR DIAMETER). PROVIDE 6" MIN. EMBEDMENT INTO CONCRETE. INSTALL PER MANUF. RECOMMENDATIONS. DO NOT LOCATE ANCHORS WITHIN 1-3/4" OF EDGE OF FOUNDATION. SYMBOLSPECIFICATION HD-1 ALTERNATIVE TO SSTB24 ANCHOR BOLT SPECIFICATION: HOLD-DOWN SCHEDULE SIMPSON HTT4 HOLD-DOWN * HD-4 HD-6SIMPSON MSTC40 STRAP TIE (12" END LENGTH) SIMPSON STHD14RJ HOLD-DOWN UNEXCAVATED UNEXCAVATED UNEXCAVATED UNEXCAVATED8" 19'-4" 8" 3'-7" 3'-0"21'-4" 8'-0"11 1/2"16'-0"1'-8 1/2"9'-0" 19'-4"17'-0"3'-0" 8" 20'-0" 8"68'-0"TO C.L. OF BEAM7'-4"TO C.L. OF BEAM 15'-11" TO C.L. OF BEAM 11'-10" 2'-0"20'-8" 8" 17'-8" 8" 11'-4" 8" 36'-4" 12'-1"24'-3" 1'-3"9'-0" 1'-9" 12'-0" 13'-5"58'-0"TO C.L. OF BEAM 13'-7" STAIR FTG. C.L. 11'-2 3/4" 8" 4'-4"1'-0" 7'-0"8" 20'-8" 20'-7" 34'-0"22'-0" 56'-0"13'-0" 2'-0" 54'-0" 62'-0"29'-8"8" 32'-8"DOUBLE EVERY OTHER JOIST UNDER KITCHEN ISLAND ABOVE W8x10 STEEL BEAM W8x10 STEEL BEAM W8x10 STEEL BEAM 5 5 5 SEE SHEET S-1B FOR GARAGE SLAB DETAILS SEE SHEET S-1D FOR GARAGE SLAB DETAILS 7 6 7 7 6 7 8 10 5'-4"TO C.L. OF COLUMN 12'-3" TO C.L. OF COLUMN 12'-1" TO C.L. OF COLUMN 12'-0" 4'-0" 11 FLOOR DRAIN TO C.L. OF DRAIN6'-0"FOOTER 13'-9" 1 1 UNEXCAVATED16'-0"8"15'-4" 8"18'-10" 10 8 8'-0"4'-9" 4" 8" 4 1/2"5'-0" 4 1/2" 4 1/2"5'-0"4 1/2"10'-3" 4"RAISE FOUNDATION 12" ABOVE POURED SLAB 8"7'-3 1/2" 13'-3 1/2" 8" 1'-0"FULL BASEMENT HD-1 HD-1 TO C.L. OF COLUMN 9'-2" COLUMN C.L. 9'-2" A 5.01 B 5.01 4'-2 3/4"FOOTER C.L.3'-11 1/2" FOOTER 8'-5 1/2"2'-11" 3'-0" 15'-3"TO C.L. OF BEAM/FTG. 8'-2 1/4" 3'-7 3/4" 4 4 COLUMN C.L.4'-3"TO C.L. OF COLUMN 7'-7" 4 4 COLUMN C.L. 12'-3"TO C.L. OF BEAM6'-7" CJ5 13 12 15 15 14 14 SLAB-ON-GRADE THIS AREA ONLY 10'-1" 1'-4"8" 1'-0"MIN.3'-0"POST ABV. (2)2x6 (DROPPED) 16 SPLICE BEAM HERE IF REQ'D. @ 19.2" O.C.9-1/2" TJI 210@ 16" O.C.9-1/2" TJI 2109-1/2" TJI 210 @ 16" O.C.END JOIST OFFSET BEARING WALL ABOVE 16 (2)2x4 (2)2x4 @ 19.2" O.C.9-1/2" TJI 210@ 16" O.C.9-1/2" TJI 210END JOIST 5 3'-4" 3'-4"2'-0"6'-0" 50'-0"3'-0" 8" 1'-8"12'-0" 18'-4" 25'-3" 1'-10 1/2" 8'-0" 2'-6 1/2" 6'0" H. WALL CJ 5650 SLIDER BRICK STAMPED WINDOW WELL 4040 SLIDERMETAL EGRESS WINDOW WELL7'-5" 42'-7"1 RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Drawn By: Copyright © 2017, (2017) The Drees Company. All Rights Reserved. Space for Architect Seal 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 MARKET 14352 MARSDALE PLACE ALBANY PLACE ALB-0021-00 01/11/2018 MELSSA P. STERLING PLAN_NM 1.01 Elevation "B" Foundation Plan 859-578-4290 the WINFIELD Key Notes: 1 3-1/2" ADJUSTABLE STEEL PIPE 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 OUTLINE OF CONCRETE PORCH SLAB ABOVE (1-1/2" TYP. OVERHANG) - SEE SPECIFICATION MANUAL FOR FRONT PORCH CONSTRUCTION 11 LINE OF STUD WALL/PORCH SLAB ABOVE - SEE DETAIL F/7.02 FOR MORE INFORMATION 12 13 14 15 16 8"W. x 8"H. x 4"D. BEAM POCKET 17 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. REFER TO SHEETS 3.01 & 3.02 FOR FLOOR SYSTEM INFORMATION. 6. JOISTS ARE NOT TO BE PLACE DIRECTLY OVER INTERIOR PARALLEL WALL. (TO PREVENT UNEVEN FLOOR DEFLECTION FROM OCCURRING) 5'0" DIA. AREA SLOPED TO DRAIN; 2" LOWER THAN TOP OF SLAB OUTLINE OF BASEMENT STAIRS 8” DEEP x 16” WIDE FOOTER AT BEARING WALL SEE DETAIL F/7.01 FOR FOUNDATION DETAIL BETWEEN GARAGE AND SLAB-ON-GRADE BRICK LEDGE - FIELD VERIFY DROPPED BRICK LOCATIONS SEE DETAIL G/7.01 FOR FOUNDATION DETAIL AT SLAB-ON-GRADE PROVIDE FULL-DEPTH BLOCKING BETWEEN JOISTS AS NEEDED UNDER POINT LOADS ABOVE REISSUED: 01/16/2019 14325 MARSDALE PLACE 01/30/19 William Hohlt UNEXCAVATED UNEXCAVATED UP UNEXCAVATED UNEXCAVATED FD 2'6"RECREATION ROOM DROP CEILINGS AS REQ'D. 11'-0"8'-0"29'-1"3 6 1 UNFINISHED BASEMENT UNEXCAVATED (2)2x4 11'-1" 4 7 BEARING WALL BEARING WALL 11'-11" 1'-5" 3'-8"11'-7"5 1/2"5'-7" 4" 3'-2" 4" 1'-8" 2'4"2'4"12'-10" 4'-0"3'-4" 4'-5 1/2" 18'-11 1/2"BOX OUT AROUND BEAMS & COLUMNS IN FINISHED AREA 6'-5 1/2" 3'-2" 5'-7" 5'-0" 5 1/2"2'-2"4'-0" 1'-0"3'-1" BATH #5 10'-6" 3'-0" 18'-7"4 1/2" 24'-7" 35'-7" (2)2x4 END JOIST END JOIST(2)2x6 (DROPPED) RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Drawn By: Copyright © 2017, (2017) The Drees Company. All Rights Reserved. Space for Architect Seal 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 MARKET 14352 MARSDALE PLACE ALBANY PLACE ALB-0021-00 01/11/2018 MELSSA P. STERLING PLAN_NM 1.02 Elevation "B" Lower Level Framing Plan 859-578-4290 the WINFIELD Key Notes: 1 2 3 4 5 6 7 8 9 10 General Notes: STAIRS TO BE ENCLOSED WITH FULL HEIGHT STUDS @ 16" O.C. AND DRYWALLED ON INTERIOR STAIRWELL ONLY TO BOTTOM OF THE RUN RE: DETAIL D & E/7.01 FOR BASEMENT STAIR FRAMING DETAILS -- -- 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. 3. REFER TO SHEETS 3.01 & 3.02 FOR FLOOR SYSTEM INFORMATION. 2x4 STUDS HELD 1" FROM FOUNDATION WALL WITH 3-1/2" INSULATION. SLOPE WALL WITH STAIR STRINGER -- TOP OF OPENING AT 7'-0" A.F.F. (OPT. REC ROOM) REISSUED: 01/16/2019 14325 MARSDALE PLACE 01/30/19 William Hohlt TV SD CO SD MECHANICAL LEGEND CLG. MTD. EXHAUST FAN EXHAUST FAN ANDLIGHT 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 LIGHT3 4 SMOKE DETECTOR/ CO DETECTOR COMBINATION GAS BLOCK, MOUNT, & SWITCH FOR FUTURE FAN/LIGHT COMBINATION (CENTER, UNLESS OTHERWISE NOTED) CO SURFACE MOUNT DISC LIGHT ORRECESSED CEILING LIGHT,PERSPECS. 3 CLG SD/CO GAS UNEXCAVATED UNEXCAVATED UP UNEXCAVATED UNEXCAVATED FURNACE WH FL/BR RECREATION ROOM DROP CEILINGS AS REQ'D. UNFINISHED BASEMENT FD RIPPED 1x_ WOOD SILL 1 UNEXCAVATED RAILING FL/BR(5)16"D SH.BATH #5 34"x48" WS R/I DEDICATED CIRCUIT FOR ON-Q BOX FL/BR RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Drawn By: Copyright © 2017, (2017) The Drees Company. All Rights Reserved. Space for Architect Seal 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 MARKET 14352 MARSDALE PLACE ALBANY PLACE ALB-0021-00 01/11/2018 MELSSA P. STERLING PLAN_NM 1.03 Elevation "B" Lower Level Mechanical Plan 859-578-4290 the WINFIELD Key Notes: 1 2 3 4 5 General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. TO LIGHT/SWITCH ABOVE -- -- -- 6 7 8 9 10 -- -- -- -- -- REISSUED: 01/16/2019 14325 MARSDALE PLACE 01/30/19 William Hohlt DN DN UP2'8"2'4"6080 S.G.D.2446 S/H3060 S/H 3060 S/H3060 S/H 3860 S/H 3860 S/H 3860 S/H 4060 FIXED 3060 S/H3060 S/H 3060 S/H3060 S/H 2040 S/H 2040 S/H 3'0"x8'0"W/ (2)3020 FIXED ABOVE 6"1'-0"18'-4" 1'-4" 5'-1" 3'-8" 19'-4" 12'-5" 8" 18'-0" 15'-0" 8" 3'-8" 2'-9" 4'-1" 2'-1 1/2" 4'-11" 7'-5" 8'-3 1/2" 11'-8 1/2" FAMILY ROOM GAMEROOM DINING KITCHEN FOYER OPEN TO ABOVE FAMILY FOYER 8'-1" CLG. PWD. 8'-1" CLG. FLEX ROOM 12'-1" CLG. CARRIAGE GARAGE GARAGE 18'-0" 20'-0"2'-0" 3'-11 1/2"LINE OF 2nd FLOOR ABOVE LINE OF 2nd FLOOR ABOVE 6'-1 1/2" 9'-3" 14'-1 1/2" 4'-4"6" 3'-10" 9" 2'-5"3'-0" 4 1/2" 2'-5"3'-0" 3'-4" 29'-6"2'4"BUTLER'S PANTRYPANTRY 55'-3" 21'-3" 34'-0" 12'-8" 8'-0 1/2"13'-3 1/2" 6'-2"6'-6" 4'-2 1/2" 3'-10" 6'-9 1/2" 6'-6" 5'-11" 8"7'-0" 4'-8 1/2"1'-8" 7 1/2"5 1/2" 14'-1" 5 1/2"11'-11" 8" 4'-9 1/2" 6'-0" 6'-0" 4'-5 1/2" 3050 S/H3050 S/H3050 S/H 25'-6 1/2"20'-7" 3'-0"55'-3" 12'-8" 42'-7" 6'-4"6'-4" 8"8" 8"8" 8" 8" 8'-0"3'-10" 4'-2"23'-8 1/2" 49'-3"10"6'-8" 1'-8" 11'-3" 10" 4 4 4 4 (TYP. AT CARRIAGE)3'-4 1/2" 16'-7 1/2"1'-7 1/2"9'-0" 1'-4 1/2" 9'0" x 7'0" GARAGE DOOR 12'-0" 67'-3" 12'-0" 12'-1 1/2" 1'-4"16'-0" 1'-8 1/2" 9'-0" 9'0" x 7'0" GARAGE DOOR 16' x 7' GARAGE DOOR34-1/2" HIGH WALLS 2 533'-0 1/2"1'-7 1/2" 29'-8" 10 8'-1" CLG. SEE COLUMN DETAIL D/7.02 15 4 1/2" 8 6'-4" 3'-4" 9'-3 1/2" 21'-2" 1"10" 18'-11 1/2"7'-5 1/2" 10" 1"OUTDOOR LIVING 4'-6 1/2"5 1/2" 16'-0" 11'-0" 5'-0"5 1/2" 4'-6 1/2" PRE-FAB FIREPLACE SEE SHEET FP.3 12'-1" PLATE 12-1" PLATE1'-0"1 8 8 20'-8" 4 4'-0"7'-0" 4'-0" 1'-8"PRE-FAB FIREPLACESLOPE WALL W/ STRINGER 1'-4"12'-1" 8" 23'-7 1/2" 6 8'-1" 1'-4" A 5.01 B 5.01 HVAC CHASE 10" x 10" BOX COLUMN (RE: DETAIL A/7.02) RE: SHEET 2.01S FOR TALL WALL STUD SPACING TOP OF OPENING @ 10'-1" A.F.F. 36" HIGH WALL SEE STAIR DETAILS D & E/7.0119'-4" 1 4'-0" 8'-1" CLG. 8"10'-7 1/2" 6'-8 1/2" 7'-4" 2'4"4'-4"1'-9 1/2" 2'-0"8'-8 1/2" 10'-1" 3 3 4 6"3'-4" 6" (2)RISERS @ 5-7/8" EA. (1) TREAD @ 10" 9'-0 3/4" CEILING 4'-8" 6" 55 20'-8"19'-0" 9 13 3'-6 1/2" 2'-8" 3'-0 1/2"61'-3" BENCH RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Drawn By: Copyright © 2017, (2017) The Drees Company. All Rights Reserved. Space for Architect Seal 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 MARKET 14352 MARSDALE PLACE ALBANY PLACE ALB-0021-00 01/11/2018 MELSSA P. STERLING PLAN_NM 2.01F Elevation "B" First Floor Framing Plan 859-578-4290 the WINFIELD Key Notes: 1 FRAME TOP OF WINDOW @ 2'-10" DOWN FROM CEILING DROP CEILING UNDER 2nd FLOOR STAIRS TO 8'-1" ABOVE MAIN 1st FLOOR SUBFLOOR 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 10'-1" ABOVE SUBFLOOR UNLESS OTHERWISE NOTED 3. FRAME TOP OF ALL WINDOWS AT 1'-10" BELOW TOP OF PLATE UNLESS OTHERWISE NOTED. 4. ALL DROPPED, INTERIOR HEADERS (FALSE AND BEARING) ARE DROPPED 1'-3" FROM CEILING UNLESS CALCULATIONS REQUIRE LARGER HEADERS. 5. REFER TO SELECTION SHEETS FOR FLOORING MATERIAL PRIOR TO CONSTRUCTING STAIRS TO DETERMINE RISER HEIGHTS. 6. REFER TO SHEET 2.01S FOR STRUCTURAL INFORMATION FRONT GARAGE WALL HEIGHT (FROM TOP OF FOUNDATION WALL): 11'-0 1/2" w/ 2x10 FLOOR JOISTS, OR 11'-0 3/4" w/ TJI FLOOR SYSTEM; USE (2)2x4 STUDS @ 16" O.C. CARPENTER TO DROP ELECTRICAL WIRE THROUGH PORCH CEILING FOR LIGHTS REFRIG. HEADER HELD TO 6'-8" A.F.F. FRAME TOP OF WINDOW AT 1'-0 1/4" DOWN FROM CEILING TOP OF OPENING AT 8'-10" A.F.F. FLEX ROOM: FRAME TOP OF TRANSOM 10'-9" A.F.F. AND TOP OF 6' TALL WINDOW AT 8'-3" A.F.F. 16" DEEP FURR DOWN FOR HVAC GARAGE & GAMEROOM WALL HEIGHT UNDER 2nd FLOOR (FROM TOP OF FOUNDATION WALL): 9'-0 1/2" w/ 2x10 FLOOR JOISTS, OR 9'-0 3/4" w/ TJI FLOOR SYSTEM PAD WALL FOR HVAC & PLUMBING REISSUED: 01/16/2019 14325 MARSDALE PLACE 01/30/19 William Hohlt 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 PLATEw/ 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 ISNOT 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 FIELDOR 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. BEARING WALL BEARING WALL BEARING WALL LINE OF 2nd FLOOR ABOVE - OR - SPF#2 2x4 STUDS @ 16" O.C. WALL FRAMED W/ 2x4 SPF "STUD" GRADE STUDS @ 12" O.C.(2)2x6(2)2x6 (2)2x6(2)2x6 (2)2x8 (2)2x8(2)2x8 (2)2x8 (2)2x8(2)2x8 (2)1-3/4"x14" LVL (FLUSH) (4)2x4 (4)2x4 (2)2x10@ 24" O.C.MONO R.T.1 7.03 (2)1-3/4"x14" LVL (FLUSH)(3)2x4(3)2x4(2)2x4(2)1-3/4"x14" LVL (FLUSH) (2)2x4 BEARING WALL (2)2x8 END JOIST(HIGH)END JOIST(LOW)1-3/4"x14" LVL (FLUSH)(3)2x4 POST ABV. (2)1-3/4"x22" LVL (FLUSH BOTTOM) (6)2x4 2 7.03 (2)2x6 (2)2x8 (DROPPED) (2)2x6 (2)2x10 (DROPPED)(2)2x10 (DROPPED) STRUCTURAL GABLE END TRUSS ROOF TRUSSES @ 24" O.C. ROOF TRUSSES @ 24" O.C. (2)2x6(2)2x6 (2)2x6(2)2x6 (2)2x4 T.O. BEAM @ 8'-6" ABOVE FIRST FLOOR SUBFLOOR @ 24" O.C.MONO TRUSSESFACE OF BEAM4'-8 1/4" 4x4 P.T. POST W/ SIMPSON BCS2-2/4 CAP & ABW44Z BASE ROOF TRUSSES @ 24" O.C.END JOISTHD BELOW (2)2x12 (DROPPED) (2)2x4 @ HD HD BELOW (2)2x4 @ HD 4 7.03 ROOF TRUSSES @ 24" O.C.PROVIDE CONT. FULL HEIGHT EXT. WALL SHEATHING & FASTEN PER TYP. EXT. WALL SHEATHING SPECS (SEE NOTE)(2)2x12 (DROPPED) (2)2x12 (DROPPED)ROOF TRUSSES @ 24" O.C. 4x4 P.T. POST W/ SIMPSON BCS2-2/4 CAP & ABW44Z BASE T.O. BEAM @ 10'-1" ABOVE FIRST FLOOR SUBFLOOR T.O. BEAM @ 10'-1" ABOVE FIRST FLOOR SUBFLOOR (2)1-3/4"x22" LVL HDR(3) 2x4 POST DOWN TO HDR (2)2x12 (DROPPED) CONT. FULL WIDTH OF PORTAL FRAME. (2)2x6(2)2x6 (2)2x6 END JOIST(HIGH)(LOW)14" TJI 210 @ 19.2" O.C.OPEN TO ABOVE(LOW)(2)2x4 (HIGH)14" TJI 210 @ 19.2" O.C.(SEE NOTES) BLOCKED PANEL EDGES (LOW)14" TJI 210 @ 19.2" O.C.(LOW)14" TJI 210 @ 19.2" O.C.(HIGH)14" TJI 210 @ 19.2" O.C.(HIGH)14" TJI 210 @ 19.2" O.C.(HIGH) 14" TJI 210@ 19.2" O.C. B (2)2x4 BEAM POCKET (2)2x4 BEAM POCKET 2x6 SPF #2 STUDS @ 16" O.C. BALLOON FRAMED WALL 2x6 SPF #2 STUDS @ 16" O.C. BALLOON FRAMED WALL 2x4 SPF #2 STUDS @ 12" O.C. (SEE NOTES) STRUCTURAL GABLE END TRUSS 2x4 BEAM POCKET 2x4 BEAM POCKET 2x4 BEAM POCKET (SEE NOTES) BLOCKED PANEL EDGES (3)2x4 KINGS (3)2x4 KINGS1'-4"(2)2x4 (5)2x41'-4"(4)2x4 (3)2x4 (SEE DETAIL 3/7.03)PORTAL FRAMEPROVIDE SIMPSON HUS210-2 HANGER AT EA. END(SEE NOTES) BLOCKED PANEL EDGES (SEE NOTES)(LOW)(2)2x4 JACKS + (2)2x4 KINGS RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Drawn By: Copyright © 2017, (2017) The Drees Company. All Rights Reserved. Space for Architect Seal 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 MARKET 14352 MARSDALE PLACE ALBANY PLACE ALB-0021-00 01/11/2018 MELSSA P. STERLING PLAN_NM 2.01S Elevation "B" First Floor Structural Plan 859-578-4290 the WINFIELD 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). 3. REFER TO SHEETS 3.01 & 3.02 FOR FLOOR SYSTEM INFORMATION. Key Notes: 2x8 LEDGER FASTENED TO EXT. WALL W/ (3) 3" x 0.131" NAILS @ 16" O.C. -- A B C REISSUED: 01/16/2019 14325 MARSDALE PLACE 01/30/19 William Hohlt 5:12SLOPEDN DN 2'6"2'6"3'0"2'4"2'4"2'4"3050 S/H 3050 S/H 3050 S/H3060 S/H 3060 S/H3060 S/H (2)1850 FIXEDMULLED TEMP. 2640 S/H 3050 S/H3050 S/H 55'-3"26'-8 1/2"2'-9 1/2" 14'-9 1/2" 9'-1 1/2"8'-8"25'-6" 11'-11 1/2" 9'-1 1/2" 55'-3"27'-11"8'-6 1/2"7'-6 1/2"1'-0" 35'-3"6'-4" 1'-0" 34'-3"12'-4 1/2"42'-10 1/2" 8'-4"13'-7" 20'-11 1/2" 4'-6"3'-10" 6'-9 1/2" 6'-9 1/2" BEDROOM #4 OWNERS SUITE 12'-1" CLG. W.I.C. 11'-1" CLG. OWNERS BATH 11'-1" CLG. LAUNDRY 11'-1" CLG. OPEN TO BELOW 11'-1" CLG. 9'-1" CLG. 12'-7" 18'-0" 12'-5 1/2" 6'-0" 10" 12'-3" 5 1/2" 10'-7 1/2"7'-5" 8'-1" HIGH WALL RIDGE LINE 7'-9"2'-0"10'-4" 1" 2'-9"3'-6"6'-0" 4'-1" 10'-5 1/2" 7'-9" 4'-2" 3'-7 1/2"7'-10" 16'-1"5'-0 1/2" 4"3'-6" 4" 2'-9"3'-10" 14'-8" TRAY CEILING 11'-1" CLG. 14'-0 1/2" 8"7'-8"5'-5" 7'-9 1/2" 3 3 5 6 6 8"8" 11 12 11'-1" H. WALL 11'-1" H. WALL8'-1" HIGH WALL 8'-1" HIGH WALL2'8"TAP & DRAIN 7 1414 10" 9'-7"3'-6" CHASE FOR FIREPLACE VENT 6"2'-9"1'-8" 2'0"4'-10"2'-8" 8 MUDPAN 2'-9 1/2" 4'-3 1/2" 6'-2" 2'8"A 5.01 B 5.01 2'-0" 13'-1"2'-6"8'-1 1/2" 9'-1" FLAT CLG. 1 1'-9 1/2"3'-2 1/2"7'-5" 2'-6" 1'-0" 8'-3 1/2" 3'-9 1/2" 2'4"2'6"2'4"2'4"2'4"BEDROOM #2 BEDROOM #3 J&J BATH W.I.C. BATH #4 2'-10"3'-0" 5'-0" 2'-7"3'-2"3'-2"2'-6"2'-10" 6" 4"2'-6" 4" 5'-10"12'-1" 5'-0"1'-11" 12'-7"7'-8 1/2"4'-6" 4 4 6 2'-0" 2'4"2'6" 8'-0 1/2"4'-0 1/2" 9" 9"11'-0 1/2"2 3'-8" 3'-8"CONTROL VALVE 2'-10" (TYP.) 2'-6"4010 TRANSOM 4'-6 1/2"RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Drawn By: Copyright © 2017, (2017) The Drees Company. All Rights Reserved. Space for Architect Seal 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 MARKET 14352 MARSDALE PLACE ALBANY PLACE ALB-0021-00 01/11/2018 MELSSA P. STERLING PLAN_NM 2.02F Elevation "B" Second Floor Framing Plan 859-578-4290 the WINFIELD Key Notes: General Notes: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 SHOWER SEAT FRAMED W/ 2x4 STUDS @ 16" O.C. AND COVER TOP & SIDES W/ 5/8" WOOD SHEATHING, SLOPE TOP 3/4" FROM BACK TO FRONT FOR WATER RUN-OFF (CONTINUE OVER FRONT/BACK OF SEAT) 22-1/2" x 32" ATTIC ACCESS (FOR WALL ACCESS PANELS - SEE DETAIL M/D2.1) DO NOT LOCATE TRUSS ABOVE PLUMBING WALL. FRAME BOTTOM OF WINDOW AT 3'-0 3/4" A.F.F. TOP OF OPENING AT 8'-1" A.F.F. SLOPE WALL W/ STRINGER 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 2. ALL SECOND FLOOR CEILINGS TO BE 9'-1" ABOVE SUBFLOOR UNLESS OTHERWISE NOTED 3. FRAME TOP OF ALL WINDOWS AT 1'-0 1/4" 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. 6. REFER TO SHEET 2.02S FOR STRUCTURAL INFORMATION TOP OF OPENING AT 9'-10" A.F.F. CURB AT SHOWER MUD PAN PROVIDED BY PLUMBING CONTRACTOR FRAME TOP OF WINDOW AT 8-1/2" DOWN FROM CEILING. REISSUED: 01/16/2019 14325 MARSDALE PLACE 01/30/19 William Hohlt 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 PLATEw/ 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 ISNOT 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 FIELDOR 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.5:12SLOPE(2)2x4(2)2x10 FLUSH OR GIRDER TRUSS BEARING WALLBEARING WALLBEARING WALL (2)2x6 (2)2x6 (2)2x6(2)2x6 (2)2x6 (2)2x6 ROOF TRUSSES @ 24" O.C.TALL BRG. ROOF TRUSSES @ 24" O.C.PROVIDE FULL HEIGHT WALL SHEATHING PRIOR TO THE INSTALLATION OF LOW ROOF TRUSSES GIRDER TRUSS (2)2x4 (2)2x6 (2)2x6(2)2x6 (2)2x6 R.T. @ 24" O.C. (2)2x6 R.T. @ 24" O.C. TO STAIR OPENING (HIGH) 27'-8 1/2" TO STAIR OPENING (LOW) 25'-0 1/2" (2)2x6LINE OF SLOPED CEILING (2)2x6RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Drawn By: Copyright © 2017, (2017) The Drees Company. All Rights Reserved. Space for Architect Seal 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 MARKET 14352 MARSDALE PLACE ALBANY PLACE ALB-0021-00 01/11/2018 MELSSA P. STERLING PLAN_NM 2.02S Elevation "B" Second Floor Structural Plan 859-578-4290 the WINFIELD 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: A B C D -- -- -- -- REISSUED: 01/16/2019 14325 MARSDALE PLACE 01/30/19 William Hohlt 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 PLATEw/ 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 (SEE SHEET 2.02-F) TRAY CLG. IN TRUSS SPACE 8:12 8:124:121'-0" 1'-0"1'-0"3' RIDGE VENT (SEE SHEET 2.01F)SLOPED CEILING25' RIDGE VENT 8:128:12 8:12 4:121'-6" 1'-6"1'-6"1'-6" 1'-0"1'-6"1'-6" 1'-6"1'-11 3/4"H. HEEL CUT 5' RIDGE VENT4:124:12 1'-0"1'-0"1'-0"CANTILEVER GABLE TRUSS 4" OVER BRICK BELOW (SEE STD. DETAIL K/D2.1) @ 24" O.C.O.F.@ 24" O.C. OVERFRAMING @ 24" O.C.OVERFRAMING @ 24" O.C. OVERFRAMING FLUSH BEAM STRUCTURAL GABLE END TRUSS POT VENT GIRDER TRUSS HEEL CUT CHART FOR 1'-0" OVERHANGS ROOF PITCH HEEL CUT 4:12 3-3/4" 5:124-3/4" 8:127-3/4" 10:12 9-3/4" 12:12 11-3/4" 14:12 1' 1-3/4" 6:125-3/4" HEEL CUT CHART FOR 1'-6" OVERHANGS ROOF PITCHHEEL CUT 8:1211-3/4" 8:12 1'-6"8:128:12 (TYPICAL U.N.O. ON PLANS)(TYPICAL U.N.O. ON PLANS) 2 1'-6"1'-6" 1'-6" 8:128:12 8" 1'-0" RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Drawn By: Copyright © 2017, (2017) The Drees Company. All Rights Reserved. Space for Architect Seal 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 MARKET 14352 MARSDALE PLACE ALBANY PLACE ALB-0021-00 01/11/2018 MELSSA P. STERLING PLAN_NM 2.04 Elevation "B" Roof Plan 859-578-4290 the WINFIELD Key Notes: 1 2 3 4 General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. SADDLE - 5:12 MIN. PITCH (EXTEND 18" PAST FRAME WALL) -- -- REISSUED: 01/16/2019 14325 MARSDALE PLACE 01/30/19 William Hohlt 36'-11 1/2" 12'-8"24'-3 1/2" 19'-11" 3'-11 1/2"8'-0"TO C.L. OF BEAM BELOW11'-10" TO C.L. OF BEAM BELOW15'-11" TO C.L. OF BEAM BELOW7'-7 1/2"TO C.L. OF POSTS ABOVE 13'-1" END JOIST END JOISTCHASE 4'-0"7'-3 1/2" 2'-0" 2'-8" 1 2 3 5 5 5 32'-3 1/2" 12'-8"8'-0 1/2"11'-7" 11'-4 1/2" 6'-0" 35'-3"7'-0"1'-0"TO C.L. OF BEAM BELOW13'-10 1/2"49'-3"@ 19.2" O.C.9-1/2" TJI 2109-1/2" TJI 210 @ 16" O.C.@ 19.2" O.C.9-1/2" TJI 2104 1'-6"5 3'-8" 19'-11" STACK C.L. 1'-4 1/2"11'-8" @ 16" O.C.9-1/2" TJI 210STAIR OPENING 11'-6"4'-1"@ 16" O.C.9-1/2" TJI 210TO C.L. OF POST ABOVE 12'-10 3/4"1END JOIST5 6 RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Drawn By: Copyright © 2017, (2017) The Drees Company. All Rights Reserved. Space for Architect Seal 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 MARKET 14352 MARSDALE PLACE ALBANY PLACE ALB-0021-00 01/11/2018 MELSSA P. STERLING PLAN_NM 3.01 Elevation "B" First Floor Subfloor Plan 859-578-4290 the WINFIELD Key Notes: 1 2 3 4 5 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. PROVIDE BLOCKING BETWEEN JOISTS AS NEEDED UNDER POSTS ABOVE BEAM / BEARING WALL BELOW - SEE SHEET 1.01 FOR MORE INFO. KEEP THIS SPACE OPEN FOR HVAC CHASES-3 EQUAL JOIST BAYS OUTLINE OF KITCHEN ISLAND - DOUBLE EVERY OTHER JOIST BENEATH 6 7 8 9 10 -- -- -- -- KEEP THIS SPACE OPEN FOR HVAC ACCESS REISSUED: 01/16/2019 14325 MARSDALE PLACE 01/30/19 William Hohlt (2)1-3/4"x14" LVL (FLUSH) (2)1-3/4"x14" LVL (FLUSH)(2)1-3/4"x14" LVL (FLUSH)END JOISTEND JOIST (HIGH)(HIGH)1-3/4"x14" LVL (FLUSH) (LOW)END JOIST(LOW)26'-8 1/2"TO C.L. OF BEAM 6'-11 1/4" TO C.L. OF BEAM19'-9 1/4"END JOIST(HIGH)55'-3" (HIGH FLOOR) 36'-11 1/2" (LOW FLOOR) 18'-3 1/2"3'-8" 19'-11" 6'-9 1/2"27'-8 1/2" 2'-6" (LOW FLOOR) 6'-9" (HIGH FLOOR) 9'-3" 13'-0 1/2"7'-8" 9'-6" 25'-0 1/2" 34'-3"7'-7 1/2"3'-11 1/2" 15'-11 1/2"14'-8" TO C.L. OF STACK 11'-6 1/2" DRAIN C.L. 4'-6" 13'-7"20'-11 1/2" 1'-0" 11'-8" 9'-10 1/2" (LOW)14" TJI 210 @ 19.2" O.C.(2-SPAN CONT.)(HIGH)14" TJI 210 @ 19.2" O.C.(HIGH)14" TJI 210 @ 19.2" O.C.(HIGH)14" TJI 210 @ 19.2" O.C.(LOW) 14" TJI 210 @ 19.2" O.C.(LOW)14" TJI 210 @ 19.2" O.C.1 2 2 2 2 TO C.L. OF BRG. WALL BELOW 14'-5 3/4"TO C.L. OF BRG. WALL BELOW19'-9 1/4"1'-6" 3'-4 1/2"11'-8" 34'-6 1/2" TO WET WALL 18'-9 1/2" TO C.L. OF STACK 19'-10 1/2" 1'-4 1/2" DRAIN C.L. 1'-7 1/2" (2)1-3/4"x22" LVL (FLUSH BOTTOM) RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Drawn By: Copyright © 2017, (2017) The Drees Company. All Rights Reserved. Space for Architect Seal 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 MARKET 14352 MARSDALE PLACE ALBANY PLACE ALB-0021-00 01/11/2018 MELSSA P. STERLING PLAN_NM 3.02 Elevation "B" Second Floor Subfloor Plan 859-578-4290 the WINFIELD Key Notes: 1 2 3 4 5 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. -- KEEP THIS SPACE OPEN FOR HVAC CHASES-2 JOIST BAYS 6 7 8 9 10 -- -- -- -- -- BEARING WALL BELOW -- -- REISSUED: 01/16/2019 14325 MARSDALE PLACE 01/30/19 William Hohlt TV SD CO SD MECHANICAL LEGEND CLG. MTD. EXHAUST FAN EXHAUST FAN ANDLIGHT 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 LIGHT3 4 SMOKE DETECTOR/ CO DETECTOR COMBINATION GAS BLOCK, MOUNT, & SWITCH FOR FUTURE FAN/LIGHT COMBINATION (CENTER, UNLESS OTHERWISE NOTED) CO SURFACE MOUNT DISC LIGHT ORRECESSED CEILING LIGHT,PERSPECS. SD/CO 3333 3 3 220VWP CLG CLGCLG 3 WPGAS220V GASDN DN UP FAMILY ROOM GAMEROOM DINING KITCHEN FOYER OPEN TO ABOVEFAMILY FOYER 8'-1" CLG. PWD. 8'-1" CLG. FLEX ROOM 12'-1" CLG. CARRIAGE GARAGE GARAGE PANTRY BUTLER'S PANTRY 3 32 BENCH (5)16"D SH.(5)12"D SH.5'-8"CENTER ON REAR WINDOWS ROUGH-IN PENDANTS HOLD HIGH HOLD HIGH FOR MICRO/HOOD - VENT TO EXTERIOR HVAC LINE OF 2nd FLOOR ABOVE LINE OF 2nd FLOOR ABOVE OUTDOOR LIVING 4PRE-FAB FIREPLACE36"H. WALL W/ WOOD CAP RAILING DBL OVEN 4'-0" 8'-1" CLG. 1R/1S 9'-0 3/4" CEILING SEE ISLAND DETAIL B/7.02HOLD HIGH 1 (4)DUSK TO DAWN COACH LIGHTS R/I COOKTOP W/ HOODFL/BRRESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Drawn By: Copyright © 2017, (2017) The Drees Company. All Rights Reserved. Space for Architect Seal 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 MARKET 14352 MARSDALE PLACE ALBANY PLACE ALB-0021-00 01/11/2018 MELSSA P. STERLING PLAN_NM 4.01 Elevation "B" First Floor Mechanical Plan 859-578-4290 the WINFIELD Key Notes: 1 TO SWITCH OR LIGHT ABOVE OUTLET FOR DISHWASHER & SWITCH FOR DISPOSAL LOCATED IN SINK CABINET 2 3 4 5 6 7 8 9 10 General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. TO SWITCH OR LIGHT BELOW -- -- -- -- -- REISSUED: 01/16/2019 14325 MARSDALE PLACE 01/30/19 William Hohlt TV SD CO SD MECHANICAL LEGEND CLG. MTD. EXHAUST FAN EXHAUST FAN ANDLIGHT 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 LIGHT3 4 SMOKE DETECTOR/ CO DETECTOR COMBINATION GAS BLOCK, MOUNT, & SWITCH FOR FUTURE FAN/LIGHT COMBINATION (CENTER, UNLESS OTHERWISE NOTED) CO SURFACE MOUNT DISC LIGHT ORRECESSED CEILING LIGHT,PERSPECS. SD/CO SD SD SD SD 220V5:12SLOPESD 3 3 DN DN BEDROOM #4OWNERS SUITE 12'-1" CLG. W.I.C. 11'-1" CLG. OWNERS BATH 11'-1" CLG. LAUNDRY 11'-1" CLG. OPEN TO BELOW 10'-1" CLG. 8'-1" CLG. 1 1 FL/BR FL/BR 1R/1S 2R/2S1R/1S 1R/1S1R/1S 1R/1S HVAC 4TRAY CEILING 2 4 3 5 TAP & DRAINFL/BRRAILING 9'-1" FLAT CLG. 1R/1S (5)16"D SH.MUDPAN 6 41R/1S 1R/1S 1R/1S (5)16"D SH. FL/BRFL/BRFL/BRBEDROOM #3 BEDROOM #2 BATH #4 W.I.C. J&J BATH CONTROL VALVE R/I R/I R/I R/I RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Drawn By: Copyright © 2017, (2017) The Drees Company. All Rights Reserved. Space for Architect Seal 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 MARKET 14352 MARSDALE PLACE ALBANY PLACE ALB-0021-00 01/11/2018 MELSSA P. STERLING PLAN_NM 4.02 Elevation "B" Second Floor Mechanical Plan 859-578-4290 the WINFIELD Key Notes: 1 TILED SHOWER SEAT SLOPED 3/4" FOR WATER RUN-OFF OVER FLEXIBLE CHLORINATED POLYETHYLENE WATERPROOF MEMBRANE (CONTINUE OVER FRONT AND BACK OF SEAT) 22-1/2" x 32" ATTIC ACCESS (FOR WALL ACCESS PANELS - SEE DETAIL M/D2.1)2 3 4 5 6 TO LIGHT OR SWITCH BELOW 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 58" WIDE x 72" TALL GLASS PANEL REISSUED: 01/16/2019 14325 MARSDALE PLACE 01/30/19 William Hohlt FAMILY ROOM BEDROOM #4 LAUNDRY 8'-9 1/2" 9 1/4"9'-1"1'-2 3/4" 10'-1" 3.01SEESHEET8'-9 1/2" PRE-MANUFACTURED WOOD TRUSSES 5 12 BASEMENT 9'-1"8 12 SEE STAIR DETAILS D & E/7.01 4 12 8'-1" 1'-2 3/4" 11'-1" TOP OF BEAM FROM 1ST FLR8'-6"PWD.FAMILY FOYER FAMILY ROOM GAMEROOM BEDROOM #4 OWNERS SUITE 9'-1"1'-2 3/4" 10'-1" 3.01SEESHEET8'-9 1/2" 11'-1" 1'-2 3/4". BASEMENT 9'-0"9 1/4"8'-1" .4" 8'-8" 1'-0 1/4"2'-10"1'-8 1/2"1'-10"4" 4" 2'-0".UNEXCAVATED G 7.01 11 3/4"2'-0 1/2"9'-0 3/4"1'-0"RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Drawn By: Copyright © 2017, (2017) The Drees Company. All Rights Reserved. Space for Architect Seal 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 MARKET 14352 MARSDALE PLACE ALBANY PLACE ALB-0021-00 01/11/2018 MELSSA P. STERLING PLAN_NM 5.01 Elevation "B" Building Sections 859-578-4290 the WINFIELD 1/8" = 1'-0"5.01 Section Thru Laundry & Family Foyer & Family RoomA 1/8" = 1'-0"5.01 Section Thru Gameroom & Owners SuiteB Key Notes: 1 2 3 4 5 6 -- 7 8 9 10 General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 2. ROOFING MATERIAL PER SELECTIONS. -- -- -- -- -- -- -- -- -- REISSUED: 01/16/2019 14325 MARSDALE PLACE 01/30/19 William Hohlt BRICK and STONE LINTEL SCHEDULE 48" HIGH SPAN WINDOW *STONE *BRICKAll Lintels: 4" Minimum bearing required each end * Brick is based on 40psf and Stone is based on 60psf ** Any lintels not described by the above parameters shall be specifically designed. LINTEL SIZE36" HIGH ABOVE Up to 6'-0" Up to 8'-3" Up to 9'-3" Up to 16'-3" Up to 6'-0" Up to 8'-3" Up to 9'-3" Up to 16'-3" L7 x 4 x 3/8 L8 x 4 x 1/2 L8 x 4 x 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 ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ELEVATION 'B' SEE SPEC MANUAL FOR SIDING ABOVE BRICK DETAIL 8" TRIM (RIPPED) 6" TRIM 8" TRIM HORIZONTAL SIDING SEE COLUMN DETAIL D/7.02 BRICK ROWLOCK (FLUSH) 6" TRIM 6" TRIM WINDOW HEADER B1 (95") 8 12 (TYP.) 3'-6" O.C.4'-6"2626 FIXED (BLACK-OUT) WINDOW HEADER B1 (41")5'-4"SHAKES SEE BRACKET DETAIL B/7.02 WINDOW HEADER B1 (41")WINDOW HEADER B1 (95") WINDOW HEADER B1 (65") SEE RAFTER TAIL DETAIL C/7.024'-0"WINDOW HEADER B1 (41")2626 FIXED (BLACK-OUT) WINDOW HEADER B1 (47") RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Drawn By: Copyright © 2017, (2017) The Drees Company. All Rights Reserved. Space for Architect Seal 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 MARKET 14352 MARSDALE PLACE ALBANY PLACE ALB-0021-00 01/11/2018 MELSSA P. STERLING PLAN_NM 6.01 Elevation "B" Front Elevation 859-578-4290 the WINFIELD Key Notes: 1 2 3 4 General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 2. ROOFING MATERIAL PER SELECTIONS. -- -- -- -- TYPICAL TRIM: 6" FASCIA (ALL SIDES) (FRONT ONLY, UNLESS OTHERWISE NOTED) 8" FRIEZE REISSUED: 01/16/2019 14325 MARSDALE PLACE 01/30/19 William Hohlt 4" CORNER TRIM 8 12 8 12 4" TRIM RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Drawn By: Copyright © 2017, (2017) The Drees Company. All Rights Reserved. Space for Architect Seal 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 MARKET 14352 MARSDALE PLACE ALBANY PLACE ALB-0021-00 01/11/2018 MELSSA P. STERLING PLAN_NM 6.02 Elevation "B" Garage Side Elevation 859-578-4290 the WINFIELD Key Notes: 1 2 3 4 5 6 -- 7 8 9 10 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. -- -- -- -- -- -- -- -- -- TYPICAL TRIM: 6" FASCIA (ALL SIDES) (FRONT ONLY, UNLESS OTHERWISE NOTED) 8" FRIEZE REISSUED: 01/16/2019 14325 MARSDALE PLACE 01/30/19 William Hohlt 4" CORNER TRIM 4 12 HORIZONTAL SIDING 8" TRIM BRICK VENEER 4" TRIM 1'-8 3/4"RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Drawn By: Copyright © 2017, (2017) The Drees Company. All Rights Reserved. Space for Architect Seal 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 MARKET 14352 MARSDALE PLACE ALBANY PLACE ALB-0021-00 01/11/2018 MELSSA P. STERLING PLAN_NM 6.03 Elevation "B" Rear Elevation 859-578-4290 the WINFIELD Key Notes: 1 2 3 4 5 6 -- 7 8 9 10 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. TYPICAL TRIM: 6" FASCIA (ALL SIDES) (FRONT ONLY, UNLESS OTHERWISE NOTED) 8" FRIEZE REISSUED: 01/16/2019 14325 MARSDALE PLACE 01/30/19 William Hohlt 4 12 4" CORNER TRIM 8 12 4" TRIM RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Drawn By: Copyright © 2017, (2017) The Drees Company. All Rights Reserved. Space for Architect Seal 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 MARKET 14352 MARSDALE PLACE ALBANY PLACE ALB-0021-00 01/11/2018 MELSSA P. STERLING PLAN_NM 6.04 Elevation "B" Side Elevation 859-578-4290 the WINFIELD Key Notes: 1 10"x10" BOX COLUMN RE: DETAIL C/7.02 FOR FRAMING DETAILS --2 3 4 5 6 -- 7 8 9 10 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. TYPICAL TRIM: 6" FASCIA (ALL SIDES) (FRONT ONLY, UNLESS OTHERWISE NOTED) 8" FRIEZE REISSUED: 01/16/2019 14325 MARSDALE PLACE 01/30/19 William Hohlt UP 11'-11" (15) RISERS @ 7 11__ 16" EA. 21_ 4 "10" 7'-103_4"HEADROOM8'-91_2"9'-71_2"(15) RISERS @ 711__16" EA.3'-8"4"2'-0" 2" THICK INSULATION 1"x4" THICK INSULATION 8" 2x4 PT SILL PLATE CONT. W/ 1/2" DIA. GALV. ANCHOR BOLTS @ 32" O.C. MIN. (2) BOLTS PER PLATE @ 12" MAX. FROM EACH END 4" CONCRETE SLAB WITH 6x6-10/10 (W1.4x1.4) W.W.F. 2x__ STUDS @ 16"O.C. (U.O.N.)4"MIN.GARAGE SLAB ADJACENT TO S.O.G. SCALE: 1/2" = 1'-0" F 7.01 GARAGE SLAB 6 MIL. POLYETHYLENE VAPOR BARRIER ON 4" CRUSHED STONE ON 95% COMPACTED FILL OR VIRGIN SOIL STAIR FRAMING DETAILS SCALE: 1/4" = 1'-0" D 7.01 NOTE: REFER TO SELECTION SHEETS FOR FLOORING MATERIAL PROIR TO CONSTRUCTING STAIRS TO DETERMINE RISER HEIGHTS STAIRS TO BASEMENT STAIRS TO SECOND FLOOR 10"10" 10" 10" 10" 10" 10" 10" 10" 3_ 4 " LINE OF SUBFLOOR FACE OF RISER TO FACE OF RISER 1x KICKPLATE INSTALLED BY STAIR MANUFACTURER 2x4 STUD WALL STAIR STRINGER LINE OF SUBFLOOR3_ 4"10"10"10" 21_ 4" UP 1x KICKPLATE INSTALLED BY STAIR MANUFACTURER 2x4 STUD WALL STAIR STRINGER 9'-5" 21_ 4" 10" 10" 10" 10"10" 10" 10" 10" 10" 10" 10" 3_ 4 " 21_ 4"10" 10"10" 11'-11" 3" 3'-8"31_2"3'-8" 7'-71_2"5'-71_2"10"10" 9'-5" (15) RISERS @ 7 7__ 16" EA. FACE OF RISER TO FACE OF RISER E 7.01 TYPICAL WALL SECTIONS SCALE: 1/2" = 1'-0" A 7.01 SCALE: 1/8" = 1'-0" KITCHEN ISLANDB 7.01 FRAMEWRAP BRICKWRAP 2'-9" (4) RISERS @ 6" EA. EDGE OF OWNER'S SUITE FLOOR (FRAMED W/ TJI'S - REFER TO ENGINEERED FLOOR SYSTEM LAYOUT) STAIR SECTION SCALE: 1/8" = 1'-0" E 7.01 1/2" GYPSUM BOARD SHEATHING RIM BOARD JOISTS RIM BOARD SHEATHING 1/2" GYPSUM BOARD 2x4 JOISTS3_4"1'-01_4"TO TOP OFWINDOWBRICK WEEP HOLES @ 24" O.C. AT ALL STEEL LINTELS HEADERHEIGHTPER PLANSPRE- ENGINEERED WOOD TRUSS HEADER PER PLAN BRICK WEEP HOLES @ 24" O.C. AT ALL BRICK SILLS & WALL BASE WEEP HOLES @ 24" o.c. (2) 2x4 4"HEADER PER PLANSEEHEEL CUTCHARTSHT 2.049'H FDN8'H FDN 4 D1.1 3 D1.1 TRIM BOARD PER HOUSE/ SUBDIVISION SPECIFICATIONS 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD JOISTS RIM BOARD 1/2" GYPSUM BOARD 2x4 JOISTS 3_4"OVERHANG PER PLANS SEE SHT 2.04 1'-01_4"TO TOP OFWINDOWHEADERHEIGHTPER PLANSPRE- ENGINEERED WOOD TRUSS HEADER PER PLAN (2) 2x4SEE HEEL CUTCHARTSHT 2.04A D2.1 RIM BOARD 2 D1.1 9'H FDN 1 D1.1 8'H FDN HEADER PER PLAN SHEATHING SHEATHING DRIP EDGE FLASHING 1" AIR SPACE SHEATHING BRICK VENEER DRIP EDGE FLASHING BRICK SILL BRICK VENEER BEYOND STEEL LINTEL (2) 2x4 SIDING SHEATHING 1x6 BRICK WALL TIES AT 24" O.C. HORIZONTALLY AND VERTICALLY, AND WITHIN 12" OF ANY WALL OPENINGS AT A MAX. OF 36" O.C. AROUND OPENING. A D2.1 TRIM BOARD PER HOUSE/ SUBDIVISION SPECIFICATIONS 1x6 SHEATHING SIDING (2) 2x4 SHEATHING 4'-6" COUNTERTOP 9'-6"COUNTERTOP1 1_2"9'-3"FRAME 11_2"11_ 2"1'-4"1'-0"9'-3"2'-01_ 2"10'-1"1'-23_4"1'-23_4"2'-0"(4)R @6" EA.9'-33_4"(14) RISERS @ 77__16" EA.GARAGE OWNER'S SUITE FLOOR SECOND FLOOR UNEXCAVATED FIRST FLOOR BASEMENT 11'-6" STAIR OPENING STD. HALF WALL (OPT. RAILING) 4'-1" E 7.01 10" 10" 10" 10" NOTE:REFER TO SELECTION SHEETS FOR FLOORING MATERIAL PROIR TO CONSTRUCTING STAIRS TO DETERMINE RISER HEIGHTS SECTION - FOUNDATION @ SLAB-ON-GRADE SCALE: 1/2" = 1'-0" G 7.01 2x__ STUDS @ 16"O.C. (U.O.N.) STONE VENEER (SEE DETAIL G/7.01) WEEP SCREED GRADE 4"2'-6"MINIMUM2'-0" 2" THICK INSULATION (R-10)8"4" CONCRETE SLAB WITH 6x6-10/10 (W1.4x1.4) W.W.F. 6 MIL. POLYETHYLENE VAPOR BARRIER ON 4" PEA GRAVEL ON 95% COMPACTED FILL OR VIRGIN SOIL 1 1/2"x 4" LEDGE 4" DRAIN TILE (3) #4 REBAR CONTINUOUS (HORIZ) AS SHOWN 2x__ STUDS @ 16"O.C. (U.O.N.) 20 mil x 16" PVC FLASHING INSTALLED BEHIND HOUSE WRAP ON TOP OF EXTERIOR WALL SHEATHING DRAPED OVER THE BRICK LEDGE OF FOUNDATION. BRICK VENEER WITH 1" AIR SPACE AND WALL TIES 2x4 PT SILL PLATE CONT. W/ 1/2" DIA. GALV. ANCHOR BOLTS @ 6'0" O.C. MIN. (2) BOLTS PER PLATE @ 12" MAX. FROM EACH END 8" MIN.24" MAX.1'-8" 3" MIN.3"MIN.8" #4 REBAR (VERTICAL) @ 16" O.C. #4 REBAR AT TOP AND BOTTOM OF FOUNDATION WALL, CONTINUOUS. 3" PIPE THRU FOOTER EVERY 10'0" O.C. UNDISTURBED SOIL 8" THICK POURED CONCRETE GRADE 4"2'-6"MINIMUM2'-0" 2" THICK INSULATION (R-10)8"4" CONCRETE SLAB WITH 6x6-10/10 (W1.4x1.4) W.W.F. 6 MIL. POLYETHYLENE VAPOR BARRIER ON 4" PEA GRAVEL ON 95% COMPACTED FILL OR VIRGIN SOIL 4" DRAIN TILE (3) #4 REBAR CONTINUOUS (HORIZ) AS SHOWN 2x4 PT SILL PLATE CONT. W/ 1/2" DIA. GALV. ANCHOR BOLTS @ 6'0" O.C. MIN. (2) BOLTS PER PLATE @ 12" MAX. FROM EACH END 8" MIN.24" MAX.1'-8" 3" MIN.3"MIN.8" #4 REBAR (VERTICAL) @ 16" O.C. 3" PIPE THRU FOOTER EVERY 10'0" O.C. UNDISTURBED SOIL 8" THICK POURED CONCRETE 1/2" GYPSUM BOARD FRAMEWRAP BRICKWRAP OVERHANG PER PLANS SEE SHT 2.04 8'-1"RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Drawn By: Copyright © 2017, (2017) The Drees Company. All Rights Reserved. Space for Architect Seal 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 MARKET 14352 MARSDALE PLACE ALBANY PLACE ALB-0021-00 01/11/2018 MELSSA P. STERLING PLAN_NM 7.01 Elevation "B" House Specific Details 859-578-4290 the WINFIELD REISSUED: 01/16/2019 14325 MARSDALE PLACE 01/30/19 William Hohlt GRADE TYPICAL SECTION THROUGH PORCH SLAB SCALE: 1/2" = 1'-0" PER PLAN BRICK OR FAUX STONE, WHEN PRESENT AT PORCH, SITS ON SLAB. STUD WALL IS 4" OFF OF FRONT FACE OF FOUNDATION WALL, UNLESS OTHERWISE NOTED ON FOUNDATION PLAN. 6 MIL. POLY VAPOR BARRIER 11_2"6"REBAR PER SPECIFICATION MANUAL BASEMENT FOUNDATION WALL TOP OF BASEMENT FOUNDATION WALL 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 DETAIL SCALE: 1/4 = 1'-0" ELEVATION 3D VIEW C 7.02 3" 4x4 PRESSURE TREATED 1x6 VENTED SOFFIT 1x10 1x4 2x2 NAILERHEADER 1x81'-01_4"71_4"SHEATHING/ VINYL SOFFIT 1'-10" 1'-4" SQUARE 3" 3"FIELD VERIFYHEIGHT OF COLUMN1x2 SHINGLES W/ FELT SHEATHING WOOD TRUSS 12" OVERHANG 1x8 2x SPACER AT POST STONE CAP 1x4 SCALE: 1/2" = 1'-0" FRONT PORCH COLUMN 8 3_ 4" EXTERIOR PANEL SHEATHING SEE PLANS FOR POST TO BEAM ATTACHMENT D 7.02 SCALE: 1/2" = 1'-0" BRACKET DETAILB 7.02 GRADE POURED CONCRETE EMBED ANCHOR BOLT INTO MORTAR 7" (MIN.). SECURE 4x4 POST TO STONE CAP W/SIMPSON ZMAX ABA44 POST BASE (OR EQUIVALENT) 11_2" 10" TO C.L. OF POST 1'-8"3'-4" 12x12x8" CMU GROUTED SOLID CONCRETE PORCH SLAB 12x12x8 CMU GROUTED SOLID BASE - PLAN VIEW1'-0" 4"4" 1'-8" BRICK OR STONE VENEER (SEE SHEET 6.01) BRICK OR STONE VENEER (SEE SHEET 6.01) 31_ 2"1'-6"1'-6" 1" 1'-7"1'-21_2 "3 1_2"1" 2"111_2"21_2" 1" 1'-01_ 2"2"3 1_ 2"1"11_2"1" 4x4 CEDAR 4x4 CED A R 4x4 CEDARSIDE FRONT 10"10"1x6 WRAP AT BOTTOM, 1x6 WRAP AT TOP, W/ EDGE CUT AT 45°. WOOD POST (SEE PLANS FOR SIZE & ATTACHMENT INFO)41_ 4 " 41_ 4" 1x10 GRADE 1x10 ALUMINUM PLINTH BLOCK 10" 4x4 PRESSURE TREATED POST 3_4"8" TO C.L. OF POST11_ 2 "O.H. CONCRETE PORCH SLAB 10" BOX COLUMN DETAIL SCALE: 1/2" = 1'-0" 103_ 4" OVERHANG PER PLAN SHINGLES W/ FELT SHEATHING 1x6 1x10 1x4 2x2 VENTED SOFFIT 1x8 HEADER BLOCKING 71_4"1'-05_8"SHEATHING/ VINYL SOFFIT POURED CONCRETE 1x6 BEVELED TRIM SEE PLANS FOR POST TO CONCRETE ATTACHMENT SEE PLANS FOR POST TO BEAM ATTACHMENT FIELD VERIFYHEIGHT OF COLUMNA 7.02 1x6 BEVELED TRIM SECTION VIEW PLAN VIEW F 7.02 RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Drawn By: Copyright © 2017, (2017) The Drees Company. All Rights Reserved. Space for Architect Seal 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 MARKET 14352 MARSDALE PLACE ALBANY PLACE ALB-0021-00 01/11/2018 MELSSA P. STERLING PLAN_NM 7.02 Elevation "B" House Specific Details 859-578-4290 the WINFIELD REISSUED: 01/16/2019 14325 MARSDALE PLACE 01/30/19 William Hohlt 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. 1/2" DIA. ANCHOR BOLT W/ 7" MIN. EMBEDMENT & 2"x2"x3/16" PLATE WASHER, TYP. SEE TYP. CORNER FRAMING DETAIL SIMPSON MSTA49 STRAP, OPPOSITE SIDE OF SHEATHING. (SEE SECTION A-A) TYP. INSTALL PER MANUF. SPEC. 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 WALLSHALL 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"x 3/16" 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 SPLICE 10'-0" MAX.TO TOP OF HEADERFINISHED WIDTH < 18'-0" SHEATHING FILLER AS REQ'D A 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 TOPERMITTED SPLICE AREA.PONYWALL(3'-0"MAX.)12' MAX. WALL HEIGHTFASTEN HEADER TO KING STUDS W/ (6) 16d SINKERS EXTENT OF HEADER PONYWALL(3'-0" MAX)12' MAX. WALL HEIGHT 3"x11 1/4" MIN. HEADER(SEE PLANS) MIN. (2) JACK STUDS OR AS NOTED ON PLANS 24 1/2"24 1/2" PORTAL FRAME WALL SEGMENT A LOCATE HEADER @ TOP OF OPENING JACK STUDSCALE: N.T.S. GARAGE PORTAL FRAME BRACING ELEVATION BOTH SIDES OF GARAGE DOOR 3 7.03 FLUSH BOTTOM BEAM (SEE STRUCT. PLAN) FASTEN SOLE PLATE OF SHEARWALL TO FLUSH BEAM w/ 3"x0.131" NAILS @ 6" O.C. OR 3"x0.120" NAILS @ 4" O.C. SHEARWALL ABOVE LOW ROOF TRUSSES (SEE PLAN) EXTEND SHEATHING TO BOTTOM OF BEAM & FASTEN PER SPECIFIED EDGE NAILING TRUSS HANGER (PER MANUF.) FASTEN SHEATHING TO BLOCKING w/ 23/8"x 0.113" NAILS @ 6" O.C. I-JOISTS (SEE PLAN) 2x6 CONT. BLOCKING. FASTEN TO EA. STUD w/ (3) 3"x0.131" NAILS OR (3) 3"x0.120" NAILSINSTALL SHEATHING PRIOR TO INSTALLING LOW ROOF TRUSSES 2x EXTERIOR SHEAR WALL ABOVE 2x INTERIOR SHEAR WALL (SEE PLAN) I-JOISTS (SEE PLAN) FASTEN SHEATHING TO LEDGER w/ 23/8"x 0.113" NAILS @ 6" O.C. LOW ROOF TRUSSES (SEE PLAN) INSTALL SHEATHING PRIOR TO INSTALLING LOW ROOF TRUSSES FASTEN 2x6 LEDGER OR TOP CHORD OF TRUSS TO TO EA. STUD w/ (3) 3"x0.131" NAILS OR (3) 3"x0.120" NAILS FASTEN SOLE PLATE OF SHEARWALL TO RIM BOARD w/ 3"x0.131" NAILS @ 6" O.C. OR 3"x0.120" NAILS @ 4" O.C. RIM BOARD FASTENED TO DBL. TOP PLATE w/ 3"x0.131" TOENAILS @ 6" O.C. OR 3"x0.120" TOENAILS @ 4" O.C. SCALE: 3/4" = 1'-0" SHEAR TRANSFER DETAIL @ EXTERIOR SHEARWALL ABOVE1 7.03 MIN. (2) JACK STUDS OR AS NOTED ON PLANS 3"x11 1/4" MIN. HEADER(SEE PLANS) LOCATE HEADER @ TOP OF OPENING SCALE: 3/4" = 1'-0" TYPICAL SHEAR TRANSFER DETAIL BETWEEN FLOORS @ INTERIOR WALL2 7.03 SCALE: 3/4" = 1'-0" TYPICAL SHEAR TRANSFER DETAIL BETWEEN FLOORS @ INTERIOR WALL4 7.03 2x EXTERIOR SHEAR WALL ABOVE FLUSH BOTTOM BEAM (SEE PLAN) I-JOISTS (SEE PLAN) FASTEN SHEATHING TO LEDGER w/ 2 3/8"x 0.113" NAILS @ 6" O.C. LOW ROOF TRUSSES (SEE PLAN) INSTALL SHEATHING PRIOR TO INSTALLING LOW ROOF TRUSSES FASTEN 2x6 LEDGER OR TOP CHORD OF TRUSS TO TO EA. STUD w/ (3) 3"x0.131" NAILS OR (3) 3"x0.120" NAILS FASTEN SOLE PLATE OF SHEARWALL TO RIM BOARD w/ 3"x0.131" NAILS @ 6" O.C. OR 3"x0.120" NAILS @ 4" O.C. 2x CONT. NAILER OR BLOCKING FASTENED TO EDGE OF FLUSH BEAM w/ (2) 3"x0.131" NAILS @ 6" O.C. OR (2) 3"x0.120" NAILS @ 4" O.C. FASTEN FLOOR SHEATHING TO NAILER w/STND. EDGE NAILING RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Drawn By: Copyright © 2017, (2017) The Drees Company. All Rights Reserved. Space for Architect Seal 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 MARKET 14352 MARSDALE PLACE ALBANY PLACE ALB-0021-00 01/11/2018 MELSSA P. STERLING PLAN_NM 7.03 Elevation "B" House Specific Details 859-578-4290 the WINFIELD REISSUED: 01/16/2019 14325 MARSDALE PLACE 01/30/19 William Hohlt