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HomeMy WebLinkAboutSite Plans0C.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 2.02F 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 Section 6.01 Front Elevation 6.02 Garage Side Elevation 6.03 Rear Elevation 6.04 Side Elevation 7.01 House Specific Details Building Code: 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. 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. PLANS SHOW STANDARD OWNERS BATH 2. Xxxxx 3. Xxxxx 4. Xxxxx Sheet Information900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 Indianapolis 2020 Indiana Residential Code Customer: ______________________________________________Date: _____________ Customer: ______________________________________________Date: _____________ 7.02 House Specific Details 7.03 House Specific Details MRPH Drawn By: 14373 MARSDALE PLACE ALBANY VILLAGE ALV-0051-00 05/10/23 LUKE R.859.578.4212 RESIDENCE FOR: House Name: Series: Plan No.: Job Number:Drawing Date:Coord Name:Coord Phone: PURVIS the SEBASTIAN Division: Building Code: Redraws Plan Review: 5/17/23 - MOVE BASEMENT WINDOWS PER REDLINES - REMOVED DOOR FROM PANTRY Customer Plan Review SignatureArchitecture Plan Review: Square Footage PER ANSI Z765-2003 FINISHED LOWER LEVEL (NET)102 FIRST FLOOR (NET)2967 SECOND FLOOR (GROSS)859 - VOLUME SPACE (GROSS)0 SECOND FLOOR (NET)859 TOTAL LIVING (NET)3928 UNFINISHED BASEMENT 2866 UNFINISHED ATTIC STORAGE 0 GARAGE 800 COVERED FRONT PORCH 94 COVERED REAR PATIO 292 REAR DECK 0 5.02 Building Section Plan Review: 6/6/23 ADD WALL TO PANTRY Plan Review: 6/15/23 - REMOVE BUMP OUT - BRICK SIDES AND REAR - REVISED FRONT ELEVATION Plan Review: 6/21/23 - HIP ROOF AT REAR GABLE - HARDI BOARD AROUND WINDOWS Plan Review: 6/28/23 - MOVE LL WINDOW - SIDING ON FRONT ELEVATION - BRICK SKIRT Plan Review: 7/5/23 -GLASS ENCLOSURE Plan Review: 7/14/23 -HALF BATH R/I -FULL BATH R/I AT SIDE WALL Plan Review: 7/20/23 -MOVE LL R/I PER REDLINES Plan Review: 8/30/23 -ADD WINDOW TO SECOND FLOOR GENERAL NOTES0N.1Series: House:Std. Drawn By: Std. Chk. By: Std. Date: Last Rev: Date of Sheet Description: Plan No.: Copyright ã, 2015, (2012) The Drees Company. All Rights Reserved. No portion of this material may be reproduced in any form or by any means, including photocopying, without the express written permission of the Drees Company. The Drees Company will vigorously procesute any unauthorized use of this material. SCALE: N/A REV_DT 8/31/12 ARC BRIAN W. SEBASTIANContract Drawn By:Coordinator's Name:ALV-0051-00.dwg May 10, 2023 - 9:43amCoordinator's Phone #:Phone #:Original Site Specific Dwg. &Effective Change Order Date:Sheet No.Subdivision:Job #:Customer Name:Job Address:--LUKE RAMLER859-578-4212--05/10/23ALBANY VILLAGEALV-0051-00PURVIS14373 MARSDALE PLACESECTION, 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 EXTERIORWALL LINE OF THE BUILDING.- PROVIDE 15# FELT PAPER UNDER SHINGLES- CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL TEMPORARY SHORING AND BRACING DURING CONSTRUCTION FOR ALL ELEMENTSINCLUDING 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.GENERAL NOTES - INDIANAPOLISFOUNDATION NOTESFRAMING NOTESMECHANICAL 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 HASBEEN SUFFICIENTLY BRACED TO PREVENT DAMAGE BY THE BACKFILL.- ASSUMED ALLOWABLE SOIL BEARING PRESSURE: 1,500 p.s.f.- DAMP PROOF 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 OFTHE 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 ACONTROL 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 EXCEEDS2'-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: 115 MPHDESIGN DEFLECTION LIMITS (BASED ON LIVE LOAD, EXCEPT MASONRY): RAFTERS GREATER THAN 3:12 L/180 CEILINGS L/240 MASONRY VENEER L/600 NOMINAL LUMBER FLOORS: L/360 MANUFACTURED WOOD FLOORS: DESIGNED TO MINIMUM PRO RATING OF 35 (OR EQUIVALENT). NO MORE THAN 8 POINT DIFFERENCE BETWEEN ADJACENT SPANS. L/480 FOR SPANS UP TO 16'-0" AND NO GREATER THAN 1/2" DEFLECTION L/600 FOR SPANS OVER 16'-0" IF SIMPLE SPAN; L/840 FOR SPANS OVER 16'-0" IF CONTINUOUS SPAN. NO GREATER THAN 1/2" DEFLECTION.-JOIST SPACING: 19.2" o.c. MAXIMUM SPACING DOUBLE EVERY OTHER FLOOR JOIST UNDER KITCHEN ISLANDS INSTALL UNCOUPLING MEMBRANE IN TILE FLOOR AREAS IF 19.2" o.c. FLOOR JOIST SPACING GLUE AND MECHANICALLY FASTEN [SCREWS] WOOD FLOOR IF 19.2" o.c. FLOOR JOIST SPACING- MANUFACTURED WOOD PRODUCTS (INCLUDING, BUT NOT LIMITED TO, STRUCTURAL WOOD BEAMS AND I-JOISTS) SHALL BE FABRICATED, HANDLED, AND INSTALLED INACCORDANCE 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 WALL TO BE 2X4 SPF STUD GRADE AT 16" O.C. UNLESS OTHERWISE NOTED (WALL HEIGHTS 10'-0"+, SIZES WILL BE NOTED PER PRINTS)- 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 ASREQUIRED.- 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 HVACCHASE 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-DIPPEDGALVANIZED OR STAINLESS STEEL.- ALL EXTERIOR WALLS AND INTERIOR BEARING WALLS, FRAMED HIGHER THAN THE STANDARD PLATE HEIGHT, SHALL BE FRAMED WITH CONTINUOUS FULL HEIGHT STUDSTO 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).- CARBON MONOXIDE ALARMS IN DWELLING UNITS SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITYOF THE BEDROOMS.- 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 CONTINUOUS FOR THE ENTIRE LENGTH OF THE STAIRWAY, AND ENDS SHALL BE RETURNED TO AWALL OR POST. THE HANDRAIL MAY BE INTERRUPTED AT A NEWEL POST AT A TURN.- HANDRAILS SHALL BE INSTALLED ON ALL STAIRS WITH 4 OR MORE RISERS, HANDRAIL HEIGHT SHALL BE A MINIMUM OF 34 inches AND A MAXIMUMOF 38 inches.- ALL HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT LESS THAN 1-1/4 INCHES AND NOT GREATERTHAN 2 INCHES. HANDRAILS ADJACENT TO WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2 INCHES BETWEEN THE WALL AND THE HANDRAILS.-HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO APOINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETYTERMINALS.- GUARDRAILS MUST BE A MINIMUM OF 36" HIGH. GUARDRAILS AT THE OPEN SIDES OF STAIRS MUST BE A MINIMUM OF 34" HIGH MEASUREDVERTICALLY FROM A LINE CONNECTING THE NOSINGS. 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 STRUCTUREDWIRING PANEL. INSULATE WALL AS REQUIRED.- CABINET SIZES MAY VARY WITH FULL-OVERLAY CABINETS.- KITCHEN BACKSPLASH OUTLETS TO BE LAID FLAT (WHEN IN THE BACKSPLASH), 37-1/4" FROM TOP OF SUBFLOOR TO BOTTOM OF BOX.- GROUND FAULT CIRCUIT INTERRUPTER (GFCI) RECEPTACLES TO BE INSTALLED AS INDICATED IN 2009 InEC 210.8 (A) - 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.FRAMING NOTES (CONT.)- ENCLOSED SPACE UNDER STAIRS THAT IS ACCESSED BY A DOOR OR ACCESS PANEL SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY SOFFITSPROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD.- COMBINATION SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE PERMITTED TO BE INSTALLED IN FIRE ALARM SYSTEMS IN LIEU OF SMOKEDETECTORS PROVIDED THAT THEY ARE LISTED IN ACCORDANCE WITH UL 268 AND UL 2075.ELEVATION NOTES- GAS FIREPLACES: COVERAGE OF PIPING SYSTEMS SHALL EXTEND FROM THE POINT OF DELIVERY TO THE OUTLET OF THE APPLIANCE SHUTOFFVALVES. REQUIREMENTS FOR GAS APPLIANCES AND RELATED ACCESSORIES SHALL INCLUDE INSTALLATION, COMBUSTION, AND VENTILATIONAIR AND VENTING AND CONNECTIONS TO PIPING SYSTEMS.- WINDOW STYLE AND MULLIONS MAY VARY FROM ELEVATION DEPENDINGUPON MANUFACTURER, STYLE, PATTERN, TYPE, ETC.- FRONT DOOR COACH LIGHTS (IF ANY) TO BE SET AT 5'-8" ABOVE FINISHEDSURFACE. - 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 BRICKVENEER.- 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 AMAXIMUM OF 36" o.c. AROUND OPENING.- PROVIDE TWO LAYERS OF TYVEK IN ALL AREAS OF STONE. REFER TO DETAILON SHEET 7.01 FOR INSTALLATION DETAILS.- PAD OUT ALL GABLE ENDS (WITHOUT GABLE EXTENSIONS) WITH 1-1x6 WITHTHE 1x8 OVER THE TOP TO COVER THE ENDS OF THE SIDING, WHERE SPECIFIEDBY HOUSE AND ELEVATION.- USE EXTERIOR PROTECTIVE COVERINGS ON ALL DIRECT VENT FIREPLACES (IFANY).- EXTERIOR STEPS TO HAVE A MAXIMUM 8" RISER. WHEN VERTICAL RISEEXCEEDS 30" OR FOUR OR MORE CONTINUOUS RISERS, A HANDRAIL ISREQUIRED- ALL STEEL BEAMS TO HAVE A 2x6 TOP PLATE- ALL STEEL COLUMNS TO BE 3-1/2" IN DIAMETER AND ADJUSTABLE, UNLESS OTHERWISE NOTED.- ALL EGRESS WINDOWS TO HAVE MINIMUM OPENING DIMENSIONS OF 24" IN HEIGHT, 20" IN WIDTH, AND HAVE A MINIMUMOPENING AREA OF 5.7 S.F. - ALL EGRESS WINDOWS TO BE A MAXIMUM OF 44" OFF OF FINISHED FLOOR.DO NOT LOCATE ROOF TRUSSES ABOVE PARALLEL PLUMBING WALLS AND/OR HVAC CHASES General Notes1.01FOUNDATION PLAN Series: House:Std. Drawn By: Std. Chk. By: Std. Date: Last Rev: Date of Sheet Description: Plan No.:Copyright ã, 2015, (2012) The Drees Company. All Rights Reserved. No portion of this material may be reproduced in any form or by any means, including photocopying, without the express written permission of the Drees Company. The Drees Company will vigorously procesute any unauthorized use of this material. SCALE: 1/8" = 1'-0" 8/31/12 ARC BRIAN W. SEBASTIANContract Drawn By:Coordinator's Name:ALV-0051-00.dwg Jun 28, 2023 - 12:05pmCoordinator's Phone #:Phone #:Original Site Specific Dwg. &Effective Change Order Date:Contract Revisions: (#, Date, By, Description)Sheet No.Subdivision:Job #:Customer Name:Job Address:--LUKE RAMLER859-578-4212--05/10/23ALBANY VILLAGEALV-0051-00PURVIS14373 MARSDALE PLACEKey Notes2x4 NOTCH FOR GARAGE FLOOR SUPPORT; HEIGHT TO BE FIELD DETERMINEDOUTLINE OF BASEMENT STAIRS8"W x 8"H x 4"D BEAM POCKETCONTINUOUS FOOTING AND FOUNDATION - DROP TO BE FIELD DETERMINEDSLAB CONTROL JOINT TO BE LOCATED DIRECTLY UNDER CENTERLINE OF BEAMSLAB CONTROL JOINT3-1/2" DIA. ADJ. (11 GA.) STEEL COLUMN 13K MIN. CAPACITY (ASD) ON 36"x36"x12" PLAIN CONC. FOOTING5'-0" DIAMETER AREA SLOPED TO DRAIN, 2" LOWER THAN TOP OF SLABGARAGE SLAB TO BE HELD A MINIMUM OF 4" BELOW TOP OF FOUNDATION AND IS TO SLOPE 1/4" PER FOOTTOWARDS GARAGE DOOROUTLINE OF CONCRETE PORCH SLAB ABOVE (1-1/2" OVERHANG TYP.)HOLD TOP OF FOUNDATION EVEN WITH MAIN WALL FOR CONCRETE PORCH SLAB SUPPORT- REFER TO SHEET 0N.1 FOR GENERAL NOTES.- ALL FOUNDATION WALLS 9'-0" TALL AND 8" THICK UNLESS OTHERWISE NOTED.- OVERALL FOUNDATION WALL HEIGHT MAY VARY UP TO 1".SEE SHEET ON.1 FOR VERTICAL FOUNDATION WALLSEE SPECIFICATION MANUAL DETAIL FOR PORCH CONSTRUCTIONLINE OF STUD WALL/PORCH SLAB ABOVE8"x16" THICKENED CONCRETE FOOTINGA5.01910'-312" TO C.L. OF COLUMN96114'-11"61966215'-614"TO C.L. OF BEAM 17'-1"TO C.L. OF BEAM 14'-6"C.L. OF COLUMN15'-1012"TO C.L. OF COLUMNFULL BASEMENT15'-5"10"W x 8H x 4"D BEAM POCKETA7.01------2'-11" TOC.L. OFDRAIN24'-5"9612'-31 2" TO C.L. OF BEAM3 W8x10 STEEL BEAMSPLICE BEAMHERE IF REQ.15'-412"TO C.L. OF COLUMN(2) 2x12's (FLUSH)8'-01 4" TO C.L. OF BEAM2119 3'-43 4" TO C.L. OF FTG.14'-334" TO C.L.OF COLUMN6'-10" TO C.L.OF COLUMN148"8'-31 2"9'-10"158"8"10'-6"171010'-0"8"8'-6"8'-6"8"24UNEXCAVATED12'-712"TO C.L. OF COLUMN6912'-4"TO C.L. OF COLUMN410'-034"TO C.L. OF BEAM 18'-6" TO C.L. OF DRAIN414'-0"TO C.L. OF BEAM W8x10 STEEL BEAM6911'-21 2"14'-31 2" 70'-0"2'-0"CONTROL JOINT LOCATION GUIDELINES.37'-312"ELEVATION "D"1234567891011121314151617181920212223242526272829304777'-1" FOOTING17'-312"63'-1"12'-4"TO C.L. OF COLUMN12'-6"72'-5"7'-10"UNEXCAVATED20'-2"24'-112"2'-3"8'-0"2'-3"72'-5"WHEN OVERDIG WIDTH EXCEEDS 2' AND FILLDEPTH EXCEEDS 4', REFER TO DETAIL S-1A, S-1B,S-1C, S-1D FOR CONSTRUCTIONMETHOD/DETAILSREFER TO SHEET S-1B FOR GARAGE SLAB DETAILS17'-312"1'-0" 1'-0"2'-0"1'-0"1'-6"10'-0"12'-0" 2'-0"8'-0"2'-0"81212135540'-5"21'-6"12'-0" 12'-0"20'-2"5121'-0"8'-0"A7.017777777710'-1" TO C.L. OF COLUMN07/18/18 WJS 6'-0"6'-0"8"16'-412"8"70'-0"15'-6"12'-0"5'-2"UNEXCAVATED10141724'-734"1517'-812"15'-734"17'-2"10"514"12'-0"5'-2"514"PROVIDE 8" BRICK LEDGE2020202020202020BOTTOM OF WINDOW TO BE A MAX. 40" A.F.F.(2)1-3/4"x11-7/8" LVL FLUSH W10x26 STEEL BEAM (2-SPAN CONT.)W10x26 STEEL BEAM (2-SPAN CONT.)W8x10 STEEL BEAM CONTINUOUS3-1/2" ADJ. STEEL PIPE COLUMN w/ 24K MIN. CAPACITY (ASD) ON A 48"x48"x12" CONC. FOOTING w/ #4BOTTOM BARS @ 12" O.C. EACH WAY(2)3-1/2" ADJ. STEEL PIPE COLUMN w/ 31K MIN CAPACITY (TOTAL) (ASD) ON A 54"x54"x12" CONC. FOOTINGw/ #4 BOTTOM BARS @ 12" O.C. EACH WAY(2)1-3/4"x11-7/8" LVL FLUSH 8"11'-4"8"8"11'-4"1'-2"4040 EGRESSCJ18WINDOW WELL7'-0"33'-5"764'-5"4040 EGRESS CJ18WINDOW WELL8'-412"7'-314" REISSUED: 06/28/2023 General Notes FRAMING PLANUNFINISHED BASEMENT1.02 Series:House:Std. Drawn By:Std. Chk. By:Std. Date:Last Rev:Date ofSheet Description:Plan No.:Copyright ã, 2015, (2012) The Drees Company. All Rights Reserved. No portion of this material may be reproduced in any formor by any means, including photocopying, without the express written permission of the Drees Company. The Drees Companywill vigorously procesute any unauthorized use of this material.SCALE: 1/8" = 1'-0"8/31/12ARCBRIAN W.SEBASTIANContract Drawn By: Coordinator's Name: ALV-0051-00.dwg Jul 20, 2023 - 5:29pm Coordinator's Phone #: Phone #: Original Site Specific Dwg. & Effective Change Order Date: Contract Revisions: (#, Date, By, Description) Sheet No. Subdivision: Job #: Customer Name: Job Address: -- LUKE RAMLER 859-578-4212 --05/10/23 ALBANY VILLAGE ALV-0051-00 PURVIS 14373 MARSDALE PLACE Key Notes STAIRS TO BE ENCLOSED WITH FULL HEIGHT STUDS @ 16" O.C. AND DRYWALLED ON INTERIOR STAIRWELL ONLY TO BOTTOM OF THE RUN -- - REFER TO SHEET 0N.1 FOR GENERAL NOTES. RE: DETAIL A/7.03 FOR STAIR FRAMING DETAILS 6'-8"8'-1"5'-51 2"5'-9"ROUGH-IN HALF BATH 6'-8"5'-9"512"5'-0"UNEXCAVATED UNEXCAVATED UNEXCAVATED UNEXCAVATED ELEVATION "D"1 2 3 4 5 6 7 8 9 10 UNFINISHED BASEMENT UP14'-5"3'-2"10'-4"4'-1"7'-71 2" 3'-8"3'-8"5'-1034"3'-8"BEARING WALL 2'8"4'-314"18'-3"1 2 UNEXCAVATED A 5.01 07/18/18 WJS10 11 UNEXCAVATED PROVIDE PASSIVE RADON SYSTEM ROUGH-IN WET BAR 4'-01 2" TO WET BAR C.L. ROUGH-IN 16'-2" TO WET BAR C.L.12'-712"10'-61 2"8'-1" STUB PLUMBING THRU FLOOR ONLY - NO WALLS, FIXTURES OR SUPPLY LINES 4 4 14'-2" 14'-8"12'-1"10'-61 2"4'-0"ROUGH-IN FULL BATH 3'-0"11'-1"5'-9"512"5'-0"1"6'-1"1'-0"4 5'-0"7'-4"512"1'-1"REISSUED: 07/20/2023 General Notes MECHANICAL PLANUNFINISHED BASEMENT1.03 Series:House:Std. Drawn By:Std. Chk. By:Std. Date:Last Rev:Date ofSheet Description:Plan No.:Copyright ã, 2015, (2012) The Drees Company. All Rights Reserved. No portion of this material may be reproduced in any formor by any means, including photocopying, without the express written permission of the Drees Company. The Drees Companywill vigorously procesute any unauthorized use of this material.SCALE: 1/8" = 1'-0"8/31/12ARCBRIAN W.SEBASTIANContract Drawn By: Coordinator's Name: ALV-0051-00.dwg Jul 20, 2023 - 5:29pm Coordinator's Phone #: Phone #: Original Site Specific Dwg. & Effective Change Order Date: Contract Revisions: (#, Date, By, Description) Sheet No. Subdivision: Job #: Customer Name: Job Address: -- LUKE RAMLER 859-578-4212 --05/10/23 ALBANY VILLAGE ALV-0051-00 PURVIS 14373 MARSDALE PLACE Key Notes OUTLET IN JOIST SPACE -- -- - REFER TO SHEET 0N.1 FOR GENERAL NOTES. -- -- -- TO SWITCH ABOVE -- DEDICATED ON Q OUTLET UNDER STAIRS, FIELD DETERMINE HVAC SPACE W.H. ROUGH-IN HALF BATH UNEXCAVATED UNEXCAVATED ELEVATION "D"2 3 4 5 6 7 8 9 10 1 1 UNFINISHED BASEMENT UPFL/BR 2'8"3 2 CO SD 33UNEXCAVATED 07/18/18 WJSUNEXCAVATED WS R.I. WET BAR ROUGH-IN STUB PLUMBING THRU FLOOR ONLY - NO WALLS, FIXTURES OR SUPPLY LINES 4 4 ROUGH-IN FULL BATH 4 REISSUED: 07/20/2023 2'4"2'6"2'6"ACTIVE10'1" CEILING11'1" CEILINGB7.01ACTIVE15'-11 2" 6"6"3060 S/H3060 S/H3060 S/H7'-1112"15'-4"15'-4"6"6"3060 S/H3060 S/H 3060 S/H7'-1112"69'-2"8'-9"7'-7"12'-0"6'-0"6'-0"9"9"20'-2"6"6"6'-6"24'-11"2060 S/H3060 S/H2060 S/H General Notes- REFER TO SHEET 0N.1 FOR GENERAL NOTES.- ALL FIRST FLOOR CEILINGS TO BE 10'-1" ABOVE SUBFLOOR UNLESS OTHERWISE NOTED.- FRAME TOP OF ALL WINDOWS @ 1'-10" BELOW TOP PLATE UNLESS OTHERWISE NOTED.- ALL FALSE HEADERS TO BE DROPPED 1-3" FROM CEILING UNLESS OTHERWISE NOTED.FIRST FLOOR FRAMING PLAN2.01FRAMINGSeries: House:Std. Drawn By: Std. Chk. By: Std. Date: Last Rev: Date of Sheet Description: Plan No.: Copyright ã, 2015, (2012) The Drees Company. All Rights Reserved. No portion of this material may be reproduced in any form or by any means, including photocopying, without the express written permission of the Drees Company. The Drees Company will vigorously procesute any unauthorized use of this material. SCALE: 1/8" = 1'-0" 8/17/12 ARC BRIAN W. SEBASTIANContract Drawn By:Coordinator's Name:ALV-0051-00.dwg Jul 05, 2023 - 4:18pmCoordinator's Phone #:Phone #:Original Site Specific Dwg. &Effective Change Order Date:Contract Revisions: (#, Date, By, Description)Sheet No.Subdivision:Job #:Customer Name:Job Address:--LUKE RAMLER859-578-4212--05/10/23ALBANY VILLAGEALV-0051-00PURVIS14373 MARSDALE PLACEFALSE HEADERKey NotesTOP OF OPENING @ 6'-6" A.F.F.RE: DETAIL A/7.03 FOR BASEMENT STAIR FRAMING DETAILSTAP AND DRAIN FOR WASHER22-1/2"x32" ATTIC ACCESS TO BE LOCATED A MIN. OF 9'-6" FROM GARAGE DOORCARPENTER TO DROP ELECTRICAL WIRE THROUGH PORCH CEILING FOR LIGHTS34-1/2" HIGH WALLPROVIDE CRIPPLES AND JACKS AT EACH SIDE OF ALL METAL DOORS IN BEARING AND NON-BEARING WALLSNOTE:REFER TO SELECTION SHEETS FOR FLOORINGMATERIAL PROIR TO CONSTRUCTING STAIRS TODETERMINE RISER HEIGHTS6080 S.G.D.2'4"2'6"12'-1"17'-812"6"3'-31 2" 10'-7" 1'-0"5'-61 2"1'-0" 7'-61 2" 3'-3"357'-3"76'-012"913DININGKITCHENSTUDYOWNERSBEDROOM #2SLOPE WALL WITH STAIR STRINGERA5.01A7.013060 S/H 3060 S/H 3060 S/H 7'-712"8"51 2"9'-412"FAMILY ROOM8FOYER9'-9"45'-812"DN3'-4"12'-1" 10'-01 2"10'1" CLG.10'9" CLG.NICHE RE: DETAIL E/7.01 FOR FRAMING2'-0"32'-212"2'-8"3'-4"2'-0"8" 16'-3"9"6"4'-11"3'-71 2" 2'-81 2"3'-1"16'-712"3'-0"2'-112"5'-51 2"6'-112"6'-4" 3'-7"2'-512"17'-012"SUITE2'-0"6'-21 2" 12'-111 2"FLAT OPENING: TOP OF OPENING AT 8'-7" ABOVE INTERIOR FINISHED FLOOR RE: DETAIL B/7.03 FOR FRAMINGDETAILS51 2"2'8"12'-614"36'-4"12'-1"5'-6"FAMILYSUNROOM5'-912"11'-212"64'-3"3'-1112"4'-3"512"6"5'-1034"3060 S/H6'-8"2'4"2'4"8"512"11'-11 2"10'-9"1'-4"8"8'-3"6"6"3060 S/H3060 S/H 3060 S/H3060 S/H3060 S/H2450 S/H14'-812"5'-112"TUB R.I.READYROOM14'-31 2"10'-41 2"10'-10" 5'-5"5'-5"51 2"4'-9"3'-9" 7'-61 2"1'-5"1'-5"10'-6"1'-0"7'-6"2'-0"14'-112"10'-6"1119PORCHCOVERED1'-0"9'-6"10'1" CLG. A.F.F.1'-0"1969'-2"2'-0"3' 0 " x 8 ' 0 "3'0"x8'0"3060 20602060 MULLED WINDOW UNIT S/H S/HS/H 6'-101 2"7'-5"72'-0"ELEVATION "D" 2'-0" TYP. 15'-012"3'-4"2'-0"7'-0"6'-5"16'-3" 1'-5"17'-0"12345678910111213141516171819202122232425WATER LINE FOR FUTURE COFFEE MAKEROUTLINE OF SECOND FLOOR ABOVE16'-11"9'5" CEILING 10'1" CEILING GARAGE20'-1" 8'0" x 7'0" GARAGE DOOR 8'0" x 7'0" GARAGE DOOR 912'-0"20'-212"8'0" x 7'0" GARAGE DOOR 11'-8"10'-0"12'-0" 1'-10"8'-0"1'-10"1'-5"8'-0"7"2'-5"8'-0"1'-7"25'-10"1'-6"1'-0"20'-8"40'-5"70'-0"12'-0"128'-6"1216'-11"8'-212"07/18/18 WJS UP3'-8"3'-8"5'-101 2"4'-51 2"5'-11" 412"212'-4"TYP.W/ TRAY CEILINGA7.014FRAME GARAGE WALLS @ 11'-3 1/8" WITH 2x4's AT 12" O.C. ABOVE TOP OF FDN. WALLW/ TRAY CEILINGW/ TRAY CEILING2'-0"TYP.10'1" CEILING7'-234"OUTDOORLIVING AREA7'-812"15'-8"16'-4"514"15'-234"514"5'-1134"6'-5"10"x10" BOX COLUMN - RE: DETAILA/7.03 FOR FRAMING7"11'-014"24'-234"7"5'-10"17'-10"6'-5"5'-8"634"514"5'-5"4010 FIXED8'-934"6"6"4010 FIXED4010 FIXED15'-112"4010 FIXED7'-1014"6"6"4010 FIXED4010 FIXEDMATERIALPRODUCTTRADENAMEMODELNUMBER 223'-0"72" HIGH WALL20DOG WASH ON 32" PLATFORM- SEE DETAILS B/7.0123GLASS ENCLOSURE3'0-3/4" HIGH WALL3060 20602060 MULLED WINDOW UNIT S/H S/HS/H7'-778"PROVIDE 8' TALL DOORSTHROUGHOUT FIRST FLOORDIRECT VENT FIREPLACE - RE: SELECTION SHEET FOR MODEL AND DETAIL SHEET F-1 FOR FRAMING INFO2232'-1"24'-112"1'-11"TUB R.I.2'-812"2'-812"512"W.I.C.5'-0" 9'-8"2'4"2'4"2'4"2'6"6'-712"3'-9" 7'-3"4'-1"W.I.C.2'-0"4'-512"9'-8"2'4"2'-8"(2) 2050 FIXED TEMP.OWNERS3020 FIXED TEMP.6'-4"14'-434"11'-9"3'-1"11'-9"32'4"4'-312"156"4'-31 2" 4'-0"6'-0"162'-11"6'-10"2'-0"6'-3"3146'-4"8" 3'-4"2'-11" 8"1'-1012"5'-9" 7'-6"4'-6"4'-3"1'-5"5'-1012"8'-6"BATH11'-212"BATH #263'-7"26'-214"182'4"E7.01C7.013'-712"6"4-1/2" HIGH CURB11x27 NICHE TO RIGHT OF SHOWERHEAD - FRAME OUT 13x293'-5"REISSUED: 07/05/2023 FIRST FLOOR STRUCTURAL PLAN2.01 STRUCTURE A 2 A 2 A 2 A 2 A 2 A 2 A 2 A 2 ROOF TRUSSES TO BEARING ON INTERIOR WALL FRAME NON-LOAD BEARING WALLS 16' O.C. WHEN HEIGHT IS TALLER THAN 10'-3" A 2 ACTIVEACTIVE General Notes Series:House:Std. Drawn By:Std. Chk. By:Std. Date:Last Rev:Date ofSheet Description:Plan No.:Copyright ã, 2015, (2012) The Drees Company. All Rights Reserved. No portion of this material may be reproduced in any formor by any means, including photocopying, without the express written permission of the Drees Company. The Drees Companywill vigorously procesute any unauthorized use of this material.SCALE: 1/8" = 1'-0"8/17/12ARCBRIAN W.SEBASTIANContract Drawn By: Coordinator's Name: ALV-0051-00.dwg Jun 15, 2023 - 2:47pm Coordinator's Phone #: Phone #: Original Site Specific Dwg. & Effective Change Order Date: Contract Revisions: (#, Date, By, Description) Sheet No. Subdivision: Job #: Customer Name: Job Address: -- LUKE RAMLER 859-578-4212 --05/10/23 ALBANY VILLAGE ALV-0051-00 PURVIS 14373 MARSDALE PLACE A 2 A 2 A 2 A 2 A 2 B 2 A 2 TUB R.I. INTERMEDIATE TRUSS BEARING WALL 10'-6" TO FACE OF BEAM A 2 ABOVE INTERIOR TOP OF BEAM @ 8'8-1/2" B 2 DROP FINISHED FLOOR C 2 DROP ABOVE INTERIOR FINISHED FLOOR (3) 2x4 MIN.3'0"x8'0"3'0"x8'0"B 2 ELEVATION "D"3-PT. BEARING HIP GIRDER TRUSS5'-0"TOP OF BEAM @ 8'8-1/2"GIRDER TRUSSPORTAL FRAMESEE DETAIL SHEET 1/SD-1HANGER HIP GIRDER TRUSS (3) 2x4 MIN.(3) 2x4 MIN. (3) 2x4 MIN.D 2 DROP (2) 2x4 MIN. (2) 2x4 MIN. (2) 2x4 MIN. (2) 2x4 MIN. D 2 DROP (2) 2x4 MIN. (2) 2x4 MIN. GIRDER TRUSS D 2 CONTINUOUS FULL WIDTH OF PORTAL FRAME 07/18/18 WJSL 2FLUSH BOTTOM (6)2x4 A 2 A 2 BEARING WALL (2) 2x4 (2) 2x10 (DROPPED) TOP OF BEAM @ 10'1" ABOVE INTERIOR FINISHED FLOOR HIP GIRDER TRUSS11'-014" TO C.L. OF 4x4 POST24'-934" TO C.L. OF 4x4 POST5'-10" TO C.L. OF 4x4 POST 7"7" (2) 2X10 (DROPPED) TOP OF BEAM @ 10'1" ABOVE INTERIOR FINISHED FLOOR 4x4 P.T. POST W/ SIMPSON BCS2-2/4 CAP & CBSQ44-SDS2 BASE A 2 A 2 A 2 A 2 A 2 A 2 MATERIALPRODUCTTRADENAMEMODELNUMBER B 2 (2) 2x4 (2) 2x4JACKTRUSSES@ 24" O.C.(2) 2x4 KINGS W/ (1)2x4 JACK EACH SIDE (2) 2x4 BM. POCKET (2) 2x4 ROOF TRUSSES @ 24" O.C. (6)2x4 (2)2x6 (2)2x6 HIP GIRDER TRUSS4'-0" +/- JACK TRUSSES @ 24" O.C.ROOF TRUSSES@ 24" O.C.2x6 SPF #2 B.F. WALL @ 16" O.C. @ COVERED PORCH PROVIDE DBL. STUDS IN AN 'L' ORIENTATION TO SUPPORT BRICK ABOVE LOW ROOF ROOF TRUSSES @ 24" O.C. (2) 2x4 HIP GIRDER TRUSS 4'-0" +/-JACK TRUSSES@ 24" O.C.2x8 LEDGER FASTENED TO FRAMING w/ (4)0.131"x3" NAILS @ 16" O.C.MONO G.T.ROOF TRUSSES @ 24" O.C. FASTEN ROOF TRUSSES DIRECTLY TO FLUSH BEAM SIMPSON HU412 HANGER (4)2x4 FASTEN ROOF TRUSSES DIRECTLY TO FLUSH BEAM 3 SD-1 (2) 2x4 KINGS W/ (1)2x4 JACK EACH SIDE (2) 2x4 KINGS W/ (1)2x4 JACK EACH SIDE (2) 2x4 KINGS W/ (1)2x4 JACK EACH SIDEBEARING WALLROOF TRUSSES @ 24" O.C. 2X8 LEDGER FASTENED TO FRAMING w/ (4)0.131"x3" NAILS @ 16" O.C. END JOIST END JOISTEND JOIST(2) 2x4 B 2 DROP END JOIST BEARING WALL BEARING WALL 2X8 LEDGER FASTENED TO FRAMING w/ (4)0.131"x3" NAILS @ 16" O.C.ROOF TRUSSES @ 24" O.C.ROOF TRUSSES @ 24" O.C. (4)2x4 H 2FLUSH B 2 DROP K 2 FLUSH BOTTOM H 3FLUSH (2)2x4 KINGS 2 SD-1(2)2x4 KINGS (2)2x6 (2)2x4 KINGS (2)2x4 KINGS (4)2x4 BEARING WALLA 2 H 2FLUSH 3-1/2"x5-1/4" PSL POST CUT DBL. TOP PLATE AND BEAR BEAM DIRECTLY ON POST ROOF TRUSSES @ 24" O.C.ROOF TRUSSES @ 24" O.C. ROOF TRUSSES @ 24" O.C.4'-0"JACKTRUSSES@ 24" O.C.TUB R.I. A 2 F 2 2'4"A 2 (4)2x4 (4)2x4 REISSUED: 06/15/2023 CHASE FOR FIREPLACE EXHAUSTGeneral Notes- REFER TO SHEET 0N.1 FOR GENERAL NOTES.- ALL SECOND FLOOR CEILINGS TO BE 8'-1" ABOVE SUBFLOOR UNLESS OTHERWISE NOTED.- FRAME TOP OF ALL WINDOWS @ 1'-0 1/4" BELOW TOP PLATE UNLESS OTHERWISE NOTED.- ALL FALSE HEADERS TO BE DROPPED 1'-0" FROM CEILING UNLESS OTHERWISE NOTED.SECOND FLOOR FRAMING PLAN2.02FRAMINGSeries: House:Std. Drawn By: Std. Chk. By: Std. Date: Last Rev: Date of Sheet Description: Plan No.: Copyright ã, 2015, (2012) The Drees Company. All Rights Reserved. No portion of this material may be reproduced in any form or by any means, including photocopying, without the express written permission of the Drees Company. The Drees Company will vigorously procesute any unauthorized use of this material. SCALE: 1/8" = 1'-0" 8/17/12 ARC BRIAN W. SEBASTIANContract Drawn By:Coordinator's Name:ALV-0051-00.dwg Aug 30, 2023 - 12:28pmCoordinator's Phone #:Phone #:Original Site Specific Dwg. &Effective Change Order Date:Contract Revisions: (#, Date, By, Description)Sheet No.Subdivision:Job #:Customer Name:Job Address:--LUKE RAMLER859-578-4212--05/10/23ALBANY VILLAGEALV-0051-00PURVIS14373 MARSDALE PLACEKey Notes22-1/2"x32" ATTIC ACCESS, SEE DETAIL C/7.02 FOR MIDWEST INFORMATION OR SEE M/D2.1 FORINDIANAPOLIS INFORMATIONDO NOT LOCATE TRUSS ABOVE PLUMBING WALL------RE: DETAIL A/7.03 FOR SECOND FLOOR STAIR FRAMING DETAILS----42" HIGH WALL AT STAIR OPENING--------ELEVATION "D"1234567891011121314151617181920GAMEROOM3030 FIXED 3030 FIXED 3030 FIXED 3060 S/H1'-6"1'-6"7'-712"9'-81 2"7'-0"3'-1112"3'-8"3'-10"6'-8"6'-21 2"51 2"9'-111 2"4'-11" 8'-101 2"18'-1112"2'-912"7'-1"4'-0"7'-212"3'-4"4"4'-0"8'-7"16'-81 2"7'-6"24'-11 2"7'-6"33'-0"2'6"2'4"2'4"2'4"2'4"DN9'-812"36'-2"17'-312"8'-734"8'-734"15'-712"32'-11"28'-8"1424'-5"20'-512"8'-31 2"14'-1"10'-01 2"W.I.C.BATHBEDROOM #4UNFINISHEDSTORAGE225SLOPE WALL WITH STAIR STRINGER9'-81 2"3'-6"4'-0"3'-6"12'-112"A5.015'-7 1/4" HIGH WALLCEILINGSLOPEDLINEN 07/18/18 WJS 1'-5"3'-7"1'-5"3'-912"63'-8"91 2" 5'-0"3060 S/H9'-1"11x11 NICHE - CENTER ON WALL - FRAME OUT 13x13REISSUED: 08/30/2023 SECOND FLOOR STRUCTURAL PLAN2.02STRUCTUREGeneral NotesSeries: House:Std. Drawn By: Std. Chk. By: Std. Date: Last Rev: Date of Sheet Description: Plan No.: Copyright ã, 2015, (2012) The Drees Company. All Rights Reserved. No portion of this material may be reproduced in any form or by any means, including photocopying, without the express written permission of the Drees Company. The Drees Company will vigorously procesute any unauthorized use of this material. SCALE: 1/8" = 1'-0" 8/17/12 ARC BRIAN W. SEBASTIANContract Drawn By:Coordinator's Name:ALV-0051-00.dwg Aug 30, 2023 - 12:28pmCoordinator's Phone #:Phone #:Original Site Specific Dwg. &Effective Change Order Date:Contract Revisions: (#, Date, By, Description)Sheet No.Subdivision:Job #:Customer Name:Job Address:--LUKE RAMLER859-578-4212--05/10/23ALBANY VILLAGEALV-0051-00PURVIS14373 MARSDALE PLACEELEVATION "D"A2A2A2A2A2A2CEILINGSLOPEDHIP GIRDER TRUSSROOF GIRDER TRUSS 07/18/18 WJS (2) 2x4ROOF GIRDER TRUSS(2) 2x4ROOF TRUSSES @ 24" O.C.ROOF TRUSSES @ 24" O.C.(2) 2x4(2) 2x4(2) 2x4JACK TRUSSES @ 24" O.C.ROOF TRUSSES@ 24" O.C.4'-0"+/-A2REISSUED: 08/30/2023 3 General Notes Key Notes - REFER TO SHEET 0N.1 FOR GENERAL NOTES. INTERMEDIATE TRUSS BEARING WALL BEAM BELOW - RE: SHEET 2.01 STRUCTURE FOR SIZE 2.04ROOF PLANSeries:House:Std. Drawn By:Std. Chk. By:Std. Date:Last Rev:Date ofSheet Description:Plan No.:Copyright ã, 2015, (2012) The Drees Company. All Rights Reserved. No portion of this material may be reproduced in any formor by any means, including photocopying, without the express written permission of the Drees Company. The Drees Companywill vigorously procesute any unauthorized use of this material.SCALE: 1/8" = 1'-0"8/17/12ARCBRIAN W.SEBASTIANContract Drawn By: Coordinator's Name: ALV-0051-00.dwg Jun 21, 2023 - 1:23pm Coordinator's Phone #: Phone #: Original Site Specific Dwg. & Effective Change Order Date:Sheet No. Subdivision: Job #: Customer Name: Job Address: -- LUKE RAMLER 859-578-4212 --05/10/23 ALBANY VILLAGE ALV-0051-00 PURVIS 14373 MARSDALE PLACE EXTENT OF TRAY CEILING POT VENT (TYP.)7:127:127:12 7:12 ELEVATION "D"1 2 3 4 5 3 4 A 7.01 2'-0"O.H.2'-0" O.H. 7:127:127:122'-0" O.H.2'-0"O.H.GIRDER TRUSSGIRDER TRUSSGIRDER TRUSS GIRDER TRUSS 6:126:126:12 7:12 7:12 7:127:122'-0"O.H.2'-0"O.H.2'-0" O.H.7:12GIRDER TRUSS 2'-0"O.H.2'-0" O.H. 2'-0" O.H.2'-0"O.H.2'-0" O.H. 6 A 5.01 5-3/4" 8-3/4" 7-3/4" 6-3/4" 10:12ROOF 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 7:127:127:127:127:12 7:12 1'-0"O.H.2'-0" O.H. 2'-0" O.H.2'-0"O.H.2'-0" O.H.2'-0"O.H.7:12 4:12 A 7.01 07/18/18 WJSNO ROOF DECKING IN THIS AREA TO ALLOW FOR PROPER ATTIC VENTILATION6 5 6 6 TRUSS MANUFACTURER TO VERIFY THE FOLLOWING: (REFER TO SHEETS 2.01F AND/OR 2.02F) 1) DO NOT LOCATE ROOF TRUSSES ABOVE PARALLEL PLUMBING WALLS OR KITCHEN HOOD WALLS 2) DO NOT LOCATE ROOF TRUSSES ABOVE HVAC CHASES (OR LEAVE A MIN. 22-1/2” WIDE CLEAR SPACE OVER CHASE) CHASE FOR FIREPLACE EXHAUST 5 1'-0"4:124:121'-0" O.H.1'-0"O.H.PROVIDE PASSIVE RADON SYSTEM ROUGH-IN 4:12 MONO G.T.HIP GIRDER TRUSS ROOF GIRDER TRUSSROOF GIRDER TRUSS4'-0"+/-3-PT. BEARING HIP GIRDER TRUSS5'-0"1'-0"O.H.HIP GIRDER TRUSS 4'-0" +/-1'-0"2 7:12 REISSUED: 06/21/2023 Key Notes General Notes 3.01FIRST FLOOR SUBFLOOR PLANSeries:House:Std. Drawn By:Std. Chk. By:Std. Date:Last Rev:Date ofSheet Description:Plan No.:Copyright ã, 2015, (2012) The Drees Company. All Rights Reserved. No portion of this material may be reproduced in any formor by any means, including photocopying, without the express written permission of the Drees Company. The Drees Companywill vigorously procesute any unauthorized use of this material.SCALE: 1/8" = 1'-0"8/17/12ARCBRIAN W.SEBASTIANContract Drawn By: Coordinator's Name: ALV-0051-00.dwg Jun 15, 2023 - 2:47pm Coordinator's Phone #: Phone #: Original Site Specific Dwg. & Effective Change Order Date: Contract Revisions: (#, Date, By, Description) Sheet No. Subdivision: Job #: Customer Name: Job Address: -- LUKE RAMLER 859-578-4212 --05/10/23 ALBANY VILLAGE ALV-0051-00 PURVIS 14373 MARSDALE PLACE PLUMBING STACK BEARING WALL BELOW BEAM BELOW - RE: SHEET 1.01 FOR SIZE -- DOUBLE EVERY OTHER JOIST UNDER KITCHEN ISLAND (MIN. 2 INSTANCES) DOUBLE JOIST ELEVATION "D"1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 --07/18/18 WJSPROVIDE SOLID BLOCKING FOR SUPPORT ABOVE 10 - REFER TO SHEET 0N.1 FOR GENERAL NOTES. - ALL JOISTS TO BE 11-7/8" TJI AT 19.2" O.C. UNLESS OTHERWISE NOTED. - ALL BANDBOARDS PER ENGINEERED PLANS, UNLESS OTHERWISE NOTED. - ADJUST FRAMING FOR PLUMBING AS NEEDED. - FLOOR JOISTS TO HAVE MINIMUM 3" BEARING ON BEAM/WALL BELOW AND 6" MAXIMUM JOIST OVERLAP. - JOISTS ARE NOT TO BE PLACE DIRECTLY OVER INTERIOR PARALLEL WALL. (TO PREVENT UNEVEN FLOOR DEFLECTION FROM OCCURRING) 21'-1" TO C.L. OF STACK 13'-6" TO C.L. OF STACK 38'-21 2"2'-112"C.L. STACK2'-1"C.L. STACKA 5.01 1 1 1 3 4 457'-3"16'-3"16'-0"12'-0"25'-0"12'-0" 2 1 1 7'-71 2" STAIR OPENING 9'-9"STAIR OPENING4'-2"63'-8"21'-012"20'-5"15'-912"57'-3"8'-6" 63'-8" 16'-111 2" 25'-51 2" 33'-01 2" TO C.L. OF STACK 20'-91 2"14'-9" 4 6 17'-1" TO C.L. OF BEAM14'-0" TO C.L. OF BEAM13'-0" TO C.L. OF BEAM10'-414" TO C.L. OF BEAM15'-934" TO C.L. OF BEAM8'-014" TO C.L. OF BEAM7'-114"TO C.L. OF BEAM18'-3"2'-312"18'-3"15'-934" TO C.L. OF BEAM7'-10"15'-934" TO C.L. OF BEAMMATERIALPRODUCTTRADENAMEMODELNUMBER 2'-4"C.L. STACK2 2'-7"23'-3" 29'-111 2" 40'-91 2" 43'-51 2"1'-7"8"14'-5"REISSUED: 06/15/2023 Framing Connector SummaryPlotID Qty Manuf Product Design Method Face Nails Top Nails Member Nails Skew Backer Blks Filler Web StiffH1 2 Simpson HUS1.81/10 Designed 30- 10dx1.5 - 10- 10d - No No NoH2 5 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - No No NoProductsPlotID Length Product Plies Net QtyB26' 26' 0" 11 7/8" TJI 110 joist 1 18B22' 22' 0" 11 7/8" TJI 110 joist 1 9B16' 16' 0" 11 7/8" TJI 110 joist 1 5B14'-2 14' 0" 11 7/8" TJI 110 joist 2 6B14' 14' 0" 11 7/8" TJI 110 joist 1 2B12' 12' 0" 11 7/8" TJI 110 joist 1 5B8' 8' 0" 11 7/8" TJI 110 joist 1 5B4' 4' 0" 11 7/8" TJI 110 joist 1 2BBk1 2' 0" 11 7/8" TJI 110 joist 1 24F34' 34' 0" 11 7/8" TJI 210 joist 1 12F18' 18' 0" 11 7/8" TJI 210 joist 1 1F16' 16' 0" 11 7/8" TJI 210 joist 1 21M1-2 16' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL (WSO) 2 2TS1-2 18' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 4TS2 8' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1RM1 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 18Total LengthsLength Product1014' 0" 11 7/8" TJI 110 joist762' 0" 11 7/8" TJI 210 joist32' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL (WSO)80' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL288' 0" 1 1/8" x 11 7/8" TJ Rim BoardLEVEL NOTESCurrent Date:6/29/2023File Name:2023-0583LHa, Drees Indy, ALV-51.jvlLevel Name:1st-Floor FramingBuilding Code - Design Methodology:IBC 2018Members with Design Overridden:TJ-Pro Rating (Weighted Average):45Minimum Level TJ - Pro Rating & Joist:TJ-Pro rating = 41, joist = F34'(i16330)Maximum Level TJ - Pro Rating & Joist:TJ-Pro rating = 65, joist = B8'(i16394)FLOORFloor Container:FC8Use/Occupancy:ResidentialLivingAreasFloor Area Loading is:40.0 lb/ft² Live Load & 10.0 lb/ft² Dead LoadMaximum Allowed Deflection:L/480 Live Load & L/240 Total LoadTJ-Pro Rating Information:Weighted Average:45Directly Applied Ceiling:VariesDecking Attachment:Glue and NailDecking Material:23/32"x4'x8' OSB Sheathing (48/24)Perpendicular Partition:VariesStrapping at max 8' o.c.:NoneBlocking at max 8' o.c.:NoPoured Flooring:No Start Spacing 19.2" O.C.CSB4B1B4B1B4B4B1A3A3A3A3A3A3A3A3A3A3B2CSCSCSSteel BeamSteel BeamSteel BeamSteel BeamTS1-2TS1-2TS2F16'RM1RM1RM1RM1RM1RM1RM1RM1RM1RM1RM1RM1B14'-2B14'-2B14'-2BBk1BBk1B14'B14'F18'BBk1BBk1RM1RM1ToiletToilet16' 11 1/2"12' 0" 15' 9 1/2"21' 0 1/2"14' 9"8' 6"4' 1"7' 7 1/2"20' 9 1/2"16' 0" M1-2CS9' 9"1' 4"CS20' 5"38' 2 1/2"1' 9 3/16"1' 5 1/4"Shower1' 4"H1H125' 0" 16' 3"12' 0" 2' 1 1/2"13' 6"21' 1"2' 1"63' 8"ToiletShowerTubTub1' 5 3/16"1' 9 3/16"B8'B16'F16'F16'B26'B26'B22'B12'B4'F34'F16'14' 5"33' 0 1/2"2' 7"23' 3"2' 4"29' 11 1/2"8"1' 7"40' 9 1/2"43' 5 1/2"H2Trussed Roof LoadSnow Load = 20 psfDead Load = 20 psfTJI 110TJI 210TJI 230TJI 360TJI 560Joists by SeriesMechanical ChaseKitchen IslandHatch LegendArchitectural Drawings Prepared By:Structural Drawings Prepared By:The Sebastian "D" - ALV-51RevaByDateLH6/29/2023CommentsPlan changes : Floor revisedDrawn By:LHChecked By:Release Date:5/30/2023Job #2023-0583LHaSheet1 of 2A complete Javelin® framing plan requires the Trus Joist Installation GuideSee the Trus Joist Installation Guide for Product Trademark InformationSYMBOL LEGENDBearing Length RequirementsPoint Load (Operator Added)Line Load (Operator Added)Area Load (Operator Added)Beam by OthersDetail Callout Label(See Framer's Pocket Guide)Non-Load Bearing WallJoist Under Wall AboveBBOA10'UWALack of proper bracing during construction can result in seriousaccidents. Observe the following guidelines:WARNING NOTES:WARNINGJoists are unstable until braced laterallyBracing Includes:BlockingHangersSheathingRim BoardStrut LinesRim JoistDO NOT stack buildingmaterials on unsheathedjoists. Stack only overbeams or walls.DO NOT walk on joiststhat are lying flat.DO NOT walk on joistsuntil braced.INJURY MAY RESULT.Weyerhaeuser, Microllam, Parallam, TimberStrand, TJI, TJ, and Trus Joist are registered trademarks ofWeyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved.1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed.2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also beaccomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay.3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist.Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker orone layer of unnailed sheathing.5. Ends of cantilevers require safety bracing on both the top and bottom flanges.6. The flanges must remain straight within 1/2" from true alignment.4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system.Flat blocking panels betweeneach joist. Nail to top platewith connections equivalentto floor panel schedule.Less than 5"E9118" TJ® Rim Board or 114" TimberStrand®LSL. Attach tojoist with one 10d (0.131" x 3") nail at top and bottomflanges. Nail rim to blocking panel and blocking panel toplate with connections equivalent to floor panel schedule.TJI® JoistWARNINGJoists are unstable until laterally bracedSafety bracing required during installation2'-0" Max2"2x6(min) or 1-18" x 4-1/2" (min) TJ® rim boardnailed to top plate w/8d (0.113" x 2-3/8") nailsat 6" o/c at panel edges and in field.Block must be full length between joists andtight to each flange2416 span rated sheathing (716" min). Attachwith 8d (0.113" x 2-38") nails at 6" o.c. alongpanel edges and field. Use pressure treatedplywood for ground level cantilevers1-18" TJ® rim boardto match joist depthLateral load transfer of detail = 220 PLF.Additional connections may be requiredto transfer loads from wall aboveFirst Floor SystemScale: 1/4" = 1'0"These placement plans have been developed for the specificationof products based on project information provided. This service is solelyintended for product application assurance; and, is not intended tocircumvent the need for a design professional as determined by thebuilding code. The designer of record and/or builder/framer is responsibleto assure these drawings are compatible with the overall project. Framing Connector SummaryPlotID Qty Manuf Product Design Method Face Nails Top Nails Member Nails Skew Backer Blks Filler Web StiffH2 1 Simpson HUC412 Designed 22- 16d - 10- 10d - No No NoH3 1 Simpson HUCQ1.81/11-SDS Designed 10- SDS25134 - 4- SDS25134 - No No NoH4 3 Simpson HUS1.81/10 Designed 30- 10dx1.5 - 10- 10d - No No NoH6 10 Simpson IUS1.81/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - No No NoH7 15 Simpson IUS2.06/11.88 Designed 10- 10dx1.5 - 2- Strong-Grip - No No NoProductsPlotID Length Product Plies Net QtyB16' 16' 0" 11 7/8" TJI 110 joist 1 11B10' 10' 0" 11 7/8" TJI 110 joist 1 4B8' 8' 0" 11 7/8" TJI 110 joist 1 4BBk1 2' 0" 11 7/8" TJI 110 joist 1 6F18' 18' 0" 11 7/8" TJI 210 joist 1 12M1-2 20' 0" 1 3/4" x 18" 2.0E Microllam LVL 2 2M2-2 16' 0" 1 3/4" x 16" 2.0E Microllam LVL 2 2M3-2 8' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL (WSO) 2 2TS1-2 18' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 2 2TS3-3 16' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 3 3TS2 16' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 1TS4 8' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 2TS5 4' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL 1 2RM1 16' 0" 1 1/8" x 11 7/8" TJ Rim Board 1 5Total LengthsLength Product260' 0" 11 7/8" TJI 110 joist216' 0" 11 7/8" TJI 210 joist40' 0" 1 3/4" x 18" 2.0E Microllam LVL32' 0" 1 3/4" x 16" 2.0E Microllam LVL16' 0" 1 3/4" x 11 7/8" 2.0E Microllam LVL (WSO)124' 0" 1 3/4" x 11 7/8" 1.55E TimberStrand LSL80' 0" 1 1/8" x 11 7/8" TJ Rim BoardLEVEL NOTESCurrent Date:6/29/2023File Name:2023-0583LHa, Drees Indy, ALV-51.jvlLevel Name:2nd-Floor FramingBuilding Code - Design Methodology:IBC 2018Members with Design Overridden:TJ-Pro Rating (Weighted Average):45Minimum Level TJ - Pro Rating & Joist:TJ-Pro rating = 40, joist = F18'(i16474)Maximum Level TJ - Pro Rating & Joist:TJ-Pro rating = 69, joist = B8'(i16555)FLOORFloor Container:FC14Use/Occupancy:ResidentialLivingAreasFloor Area Loading is:40.0 lb/ft² Live Load & 10.0 lb/ft² Dead LoadMaximum Allowed Deflection:L/480 Live Load & L/240 Total LoadTJ-Pro Rating Information:Weighted Average:45Directly Applied Ceiling:Gypsum 1/2"Decking Attachment:Glue and NailDecking Material:23/32"x4'x8' OSB Sheathing (48/24)Perpendicular Partition:NoStrapping at max 8' o.c.:NoneBlocking at max 8' o.c.:NoPoured Flooring:No Start Spacing 19.2" O.C.A3A3B4B4A3A3Dropped 2x HeaderM1-2TS1-2TS5M2-2TS3-3TS4RM1RM1RM1Toilet26' 5 1/2"7' 6"RM115' 8"8' 11"RM1TS232' 11 1/2"17' 3 1/2"14' 7"9' 11 1/2"Girder TrussGirder Truss9' 8 1/2"20' 9"TS5TS43' 11 1/2"3' 11 1/2"10' 0" Girder TrussM3-215' 3"BBk1BBk1Shower7' 2 1/2"13' 2"1' 11 7/16"1' 3"1' 6 7/16"1' 8"1' 7 3/16"H42x GDH2x GDH2x GDH9 1/2"13' 3"H4RM1H2H4H3H6H6H6H6B16'B10'F18'B8'H7H7H6H6H64 1/2" Bearing Req:TJI 110TJI 210TJI 230TJI 360TJI 560Joists by SeriesMechanical ChaseKitchen IslandHatch LegendArchitectural Drawings Prepared By:Structural Drawings Prepared By:The Sebastian "D" - ALV-51RevaByDateLH6/29/2023CommentsPlan changes : Floor revisedDrawn By:LHChecked By:Release Date:5/30/2023Job #2023-0583LHaSheet2 of 2A complete Javelin® framing plan requires the Trus Joist Installation GuideSee the Trus Joist Installation Guide for Product Trademark InformationSYMBOL LEGENDBearing Length RequirementsPoint Load (Operator Added)Line Load (Operator Added)Area Load (Operator Added)Beam by OthersDetail Callout Label(See Framer's Pocket Guide)Non-Load Bearing WallJoist Under Wall AboveBBOA10'UWALack of proper bracing during construction can result in seriousaccidents. Observe the following guidelines:WARNING NOTES:WARNINGJoists are unstable until braced laterallyBracing Includes:BlockingHangersSheathingRim BoardStrut LinesRim JoistDO NOT stack buildingmaterials on unsheathedjoists. Stack only overbeams or walls.DO NOT walk on joiststhat are lying flat.DO NOT walk on joistsuntil braced.INJURY MAY RESULT.Weyerhaeuser, Microllam, Parallam, TimberStrand, TJI, TJ, and Trus Joist are registered trademarks ofWeyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved.1. All blocking, hangers, rim boards and rim joists at the end supports of the TJI® joists must be completely installed and properly nailed.2. Laterial strength, like braced end wall or an existing deck, must be established at the ends of the bay. This can also beaccomplished by a temporary or permanent deck (sheathing) fastened to the first 4 feet of joists at the end of the bay.3. Safety bracing of 1x4 (minimum) must be nailed to a braced end wall or sheathed area (as in note 2) and to each joist.Without this bracing, buckling sideways or rollover is highly probable under light construction loads - such as a worker orone layer of unnailed sheathing.5. Ends of cantilevers require safety bracing on both the top and bottom flanges.6. The flanges must remain straight within 1/2" from true alignment.4. Sheathing must be completely attached to each TJI® joist before additional loads can be placed on the system.Flat blocking panels betweeneach joist. Nail to top platewith connections equivalentto floor panel schedule.Less than 5"E9118" TJ® Rim Board or 114" TimberStrand®LSL. Attach tojoist with one 10d (0.131" x 3") nail at top and bottomflanges. Nail rim to blocking panel and blocking panel toplate with connections equivalent to floor panel schedule.TJI® JoistWARNINGJoists are unstable until laterally bracedSafety bracing required during installation2'-0" Max2"2x6(min) or 1-18" x 4-1/2" (min) TJ® rim boardnailed to top plate w/8d (0.113" x 2-3/8") nailsat 6" o/c at panel edges and in field.Block must be full length between joists andtight to each flange2416 span rated sheathing (716" min). Attachwith 8d (0.113" x 2-38") nails at 6" o.c. alongpanel edges and field. Use pressure treatedplywood for ground level cantilevers1-18" TJ® rim boardto match joist depthLateral load transfer of detail = 220 PLF.Additional connections may be requiredto transfer loads from wall aboveSecond Floor SystemScale: 1/4" = 1'0"These placement plans have been developed for the specificationof products based on project information provided. This service is solelyintended for product application assurance; and, is not intended tocircumvent the need for a design professional as determined by thebuilding code. The designer of record and/or builder/framer is responsibleto assure these drawings are compatible with the overall project. Key Notes General Notes 3.02SECOND FLOOR SUBFLOOR PLANSeries:House:Std. Drawn By:Std. Chk. By:Std. Date:Last Rev:Date ofSheet Description:Plan No.:Copyright ã, 2015, (2012) The Drees Company. All Rights Reserved. No portion of this material may be reproduced in any formor by any means, including photocopying, without the express written permission of the Drees Company. The Drees Companywill vigorously procesute any unauthorized use of this material.SCALE: 1/8" = 1'-0"07/18/18ARCWJSSEBASTIANContract Drawn By: Coordinator's Name: ALV-0051-00.dwg Jun 15, 2023 - 2:47pm Coordinator's Phone #: Phone #: Original Site Specific Dwg. & Effective Change Order Date: Contract Revisions: (#, Date, By, Description) Sheet No. Subdivision: Job #: Customer Name: Job Address: -- LUKE RAMLER 859-578-4212 --05/10/23 ALBANY VILLAGE ALV-0051-00 PURVIS 14373 MARSDALE PLACE -- -- -- -- -- PLUMBING STACK BEARING WALL BELOW BEAM BELOW - RE: SHEET 2.01 STRUCTURE FOR SIZE ELEVATION "D"1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 DOUBLE JOIST 07/18/18 WJS- REFER TO SHEET 0N.1 FOR GENERAL NOTES. - ALL JOISTS TO BE 11-7/8" TJI AT 19.2" O.C. UNLESS OTHERWISE NOTED. - ALL BANDBOARDS PER ENGINEERED PLANS, UNLESS OTHERWISE NOTED. - ADJUST FRAMING FOR PLUMBING AS NEEDED. - FLOOR JOISTS TO HAVE MINIMUM 3" BEARING ON BEAM/WALL BELOW AND 6" MAXIMUM JOIST OVERLAP. - JOISTS ARE NOT TO BE PLACE DIRECTLY OVER INTERIOR PARALLEL WALL. (TO PREVENT UNEVEN FLOOR DEFLECTION FROM OCCURRING) FLUSH BEAM - RE: SHEET 2.01 STRUCTURE FOR SIZE 32'-1112"17'-312"15'-8"36'-2" 26'-51 2"9'-81 2"32'-1112"8'-11"13'-3"36'-2" 20'-9"7'-6" 7'-21 2" 9'-111 2"13'-2"14'-7"7'-11" 3'-111 2"3'-111 2"10'-912"912"10'-0"32 END JOIST END JOIST END JOISTEND JOIST44 4 CO SD2'4"DATA JACK GAS TV 4-WAY SWITCH CABLE TELEVISION JACK GROUND FAULT CIRCUIT INTERRUPT 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 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 COMBINATION34 STAIR LIGHT SD CO SD SMOKE DETECTOR/ CO DETECTOR COMBINATION SURFACE MOUNT DISC LIGHT OR RECESSED CEILING LIGHT,PER SPECS. Key Notes - REFER TO SHEET 0N.1 FOR GENERAL NOTES.FIRST FLOOR MECHANICAL PLAN4.01 16" DEEP SHELF @ 5'7" A.F.F.SWITCH FOR DIRECT VENT FIREPLACE OUTLET FOR DISHWASHER LOCATED IN SINK CABINET HOLD OUTLET HIGH ON ISLAND HOLD WASHER TO LEFT OF DRYER TAP AND DRAIN LIGH IN EAVE ABOVE - DUSK TO DAWN WATER LINE FOR FUTURE COFFEE MAKER DO NOT INSTALL SHELVING IN CLOSET PRE-WIRE FOR PENDANT LIGHTS KITCHEN ISLAND RE: DETAIL B/7.02 FOR COUNTERTOP DETAILS TO SWITCH OR LIGHT BELOW 22-1/2"x32" ATTIC ACCESS OUTLET FOR MICRO/HOOD HELD HIGH -VENT TO EXTERIOR 2' 6 " FL/BR DISPOSAL DW 5 1 REF. SPACE9 4 (4) 16"SHELVES2'6"FL/BR FL/BRSD 2 DINING KITCHEN STUDY OWNERS BEDROOM #2 TO LIGHT OR SWITCH ABOVE 3 FL/BR36 FAMILY ROOM FOYERMICRO CAB.4'-0"ACTIVE 10'1" CEILING 11'1" CEILING ACTIVE 4'-1"RAILINGGeneral Notes Series:House:Std. Drawn By:Std. Chk. By:Std. Date:Last Rev:Date ofSheet Description:Plan No.:Copyright ã, 2015, (2012) The Drees Company. All Rights Reserved. No portion of this material may be reproduced in any formor by any means, including photocopying, without the express written permission of the Drees Company. The Drees Companywill vigorously procesute any unauthorized use of this material.SCALE: 1/8" = 1'-0"8/17/12ARCBRIAN W.SEBASTIANContract Drawn By: Coordinator's Name: ALV-0051-00.dwg Jul 05, 2023 - 4:19pm Coordinator's Phone #: Phone #: Original Site Specific Dwg. & Effective Change Order Date: Contract Revisions: (#, Date, By, Description) Sheet No. Subdivision: Job #: Customer Name: Job Address: -- LUKE RAMLER 859-578-4212 --05/10/23 ALBANY VILLAGE ALV-0051-00 PURVIS 14373 MARSDALE PLACE 2' 4 "2'6"DN10'1" CLG. 10'9" CLG. COOKTOP/HOOD (5) 16" SHELVES(5) 16" SHELVES SUITE 2'8"FL/BR FL/BR FAMILYSUNROOM 2'4"2'4"(5) 16" SHELVESREF. SPACE TUB R.I. 13 11 12 READY ROOM 33 LIGHT IN SHED ROOF ABOVE - DUSK TO DAWN 3'0"x8'0"3' 0 " x 8 ' 0 "ELEVATION "D"3 33 11 12 13 14 15 16 17 18 19 20 1 2 3 4 5 6 7 8 9 10 9'5" CEILING10'1" CEILING18 17 GARAGE OUTLET IN CEILING OUTLET IN CEILING 4 17 OUTLET IN CEILING 07/18/18 WJSUP37 RAILINGOUTLINE OF SECOND FLOOR ABOVE 15 W/ TRAY CEILING 16 W/ TRAY CEILING W/ TRAY CEILING 10'1" CEILING HOLD OUTLET ABOVE MANTLE OUTDOOR LIVING AREA MATERIALPRODUCTTRADENAMEMODELNUMBER PROVIDE PASSIVE RADON SYSTEM ROUGH-IN 19 3'0"x8'0" POCKET DOG WASH ON 32" PLATFORM- SEE DETAILS B/7.01 14 PROVIDE 8' TALL DOORS THROUGHOUT FIRST FLOOR 8 DIRECT VENT FIREPLACE - RE: SELECTION SHEET FOR MODEL AND DETAIL SHEET F-1 FOR FRAMING INFO 8 TUB R.I.FL/BR2R/2S 1R/1S1R/1SFL/BR1R/1SW.I.C. 2R/2S 1R/1S 2'4"2'4"2'4"2'6"W.I.C.2'4"FL/BR OWNERS 2' 4 " 72"x48" MUDPAN 10 14 1R/1SBATH BATH #2 SD CO SD CO SD 2'4"1R/1SGLASS ENCLOSURE HOSE BIB HOSE BIB WP WP WP R/I OUTLET TO BE COUNTERTOP HEIGHT R/I R/I R/I CONDUIT CORNER SHELF TO BE PLACED 18" AFF CENTER ON WALL - PLACE 66" AFF R/I FLOOR OUTLET - PLACE CENTER IN ROOM DIMMER SWITCH FOR LEDS R/I DIMMER SWITCH FOR R/I COACH LIGHT COACH LIGHT 11x27 NICHE TO RIGHT OF SHOWERHEAD - FRAME OUT 13x29 (1) QUAD OUTLET PLACED IN EACH VANITY UNDER SINK CABINET CORRECT DIRECTION OF HERRINGBONE INSTALL R/I R/I QUAD OUTLET OUTLET TO BE COUNTERTOP HEIGHT OUTLETS TO BE COUNTERTOP HEIGHT OUTLET TO BE COUNTERTOP HEIGHT R/I (1) 6" SHELF PLACE SHELF HIGH FOR COATS, ETC TO UC LIGHTS - SEE CAB LAYOUT TO PUCK LIGHTS - SEE CAB LAYOUT 42"42" SCONCE R/Is PLACED 42" FROM CORNER OF WALL & 72" AFFREISSUED: 07/05/2023FLUSH MOUNT FLUSH MOUNT FAMILY READY ROOM & BATH #2 FLOORING TO RUN SAME DIRECTION AS MAIN HARDWOOD PUSH BUTTON GARBAGE DISPOSAL MICRO/ OVEN DATA JACKGASTV4-WAY SWITCHCABLE TELEVISION JACKGROUND FAULT CIRCUIT INTERRUPT OUTLETWEATHERPROOF OUTLET3-WAY SWITCHFLOOR OUTLET220 OUTLETWALL OUTLETSINGLE POLE SWITCHBLOCK, MOUNT, & SWITCH FOR(CENTER, UNLESS OTHERWISE NOTED)EXHAUST FAN AND LIGHTFUTURE FAN/LIGHT COMBINATION FLOOR DRAINGAS HOOK UPSHOWER HEADSMOKE DETECTORWALL MTD. EXHAUST FANCLG. MTD. EXHAUST FANWALL SCONCE @ 5'-6" A.F.F.DIRECTIONAL CAN LIGHTDOUBLE SPOTLIGHT FIXT.WALL MOUNTED LIGHT FIXT.CLG. MOUNTED LIGHT FIXT.UNDER CABINET LIGHTINGFLUORESCENT LIGHTHOSE BIBPIN LIGHTCOMBINATION34 STAIR LIGHT SDCOSDSMOKE DETECTOR/CO DETECTOR COMBINATIONSURFACE MOUNT DISC LIGHT ORRECESSED CEILING LIGHT,PER SPECS.Key Notes- REFER TO SHEET 0N.1 FOR GENERAL NOTES.SECOND FLOOR MECHANICAL PLAN4.02------------TO SWITCH OR LIGHT BELOW22-1/2"x32" ATTIC ACCESS, SEE DETAIL FORINFORMATION----------------------General NotesSeries: House:Std. Drawn By: Std. Chk. By: Std. Date: Last Rev: Date of Sheet Description: Plan No.: Copyright ã, 2015, (2012) The Drees Company. All Rights Reserved. No portion of this material may be reproduced in any form or by any means, including photocopying, without the express written permission of the Drees Company. The Drees Company will vigorously procesute any unauthorized use of this material. SCALE: 1/8" = 1'-0" 8/17/12 ARC BRIAN W. SEBASTIANContract Drawn By:Coordinator's Name:ALV-0051-00.dwg Aug 30, 2023 - 12:28pmCoordinator's Phone #:Phone #:Original Site Specific Dwg. &Effective Change Order Date:Contract Revisions: (#, Date, By, Description)Sheet No.Subdivision:Job #:Customer Name:Job Address:--LUKE RAMLER859-578-4212--05/10/23ALBANY VILLAGEALV-0051-00PURVIS14373 MARSDALE PLACEELEVATION "D"1234567891011121314151617181920COSD(4)12" SHLVS.(4)16" SHLVS.FL/BR 1R/1S 1R/1SGAMEROOMRAILING RAILING2'6"2'4"2'4"2'4"2'4"DNW.I.C.BATHBEDROOM #4LINENUNFINISHEDSTORAGESD3 FL/BR 221REVISE TO FLOOR OUTLET OPTIONALSTAIR RAILING, REFER TO SELECTIONSREVISE TO FLOOR OUTLET OPTIONALSTAIR RAILING, REFER TO SELECTIONSCEILINGSLOPED07/18/18 WJS PROVIDE PASSIVE RADONSYSTEM ROUGH-INNOTATES DIRECTION OF TILE INSTALLR/IR/ICORNER SHELF TO BE PLACED 18" AFF11x11 NICHE - CENTER ON WALL - FRAME OUT 13x13OUTLET PLACED 66" AFF#3REISSUED: 08/30/2023 General Notes Key Notes -- -- -- -- -- -- -- -- -- 5.01BUILDING SECTIONSSeries:House:Std. Drawn By:Std. Chk. By:Std. Date:Last Rev:Date ofSheet Description:Plan No.:Copyright ã, 2015, (2012) The Drees Company. All Rights Reserved. No portion of this material may be reproduced in any formor by any means, including photocopying, without the express written permission of the Drees Company. The Drees Companywill vigorously procesute any unauthorized use of this material.SCALE: 1/8" = 1'-0"8/17/12ARCBRIAN W.SEBASTIANContract Drawn By: Coordinator's Name: ALV-0051-00.dwg Jun 21, 2023 - 1:30pm Coordinator's Phone #: Phone #: Original Site Specific Dwg. & Effective Change Order Date: Contract Revisions: (#, Date, By, Description) Sheet No. Subdivision: Job #: Customer Name: Job Address: -- LUKE RAMLER 859-578-4212 --05/10/23 ALBANY VILLAGE ALV-0051-00 PURVIS 14373 MARSDALE PLACE -- BUILDING SECTION THRU FOYER SCALE: 1/8" = 1'-0" A 5.01 - REFER TO SHEET 0N.1 FOR GENERAL NOTES. FAMILY ROOM BASEMENTBASEMENT1178"8'-912"10'-1" TO TOP OF BEAMFROM INTERIOR FINISHED FLOORPRE-MANUFACTURED WOOD MONO TRUSS 7'-612" HEEL CUTFOYER10'-1"10'-1"ELEVATION "D"1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 8'-7"10'-1"CLG. HEIGHT1'-6"4'-0"2'-0"8'-7"1'-212"7'-1112"9'-2"B 7.031178"8'-1"1'-014"3'-0"934"GAMEROOM PRE-MANUFACTURED WOOD ROOF TRUSS 7'-6"4'-312"HEEL CUT20'-2"9'-1018"14 RISERS @ 7 1/2"13 TREADS @10"STAIR SECTION SCALE: 1/8" = 1'-0" B 5.01 11'-158"18 RISERS @ 11-7/16"17 TREADS @10"4'-234"HEEL CUT3'-8"3'-8"10'-1"1178"1'-058"11'-158"5'-634"3'-8" 9'-9"34"1178"34"07/18/18 WJS4'-1118"3'-101 4"8'-912"1'-058"9'-1018"34"34"8"OUTDOOR LIVING AREA OUTDOOR LIVING AREA 12 4 REISSUED: 06/21/2023 General Notes Key Notes -- -- -- -- -- -- -- -- -- 5.02BUILDING SECTIONSSeries:House:Std. Drawn By:Std. Chk. By:Std. Date:Last Rev:Date ofSheet Description:Plan No.:Copyright ã, 2015, (2012) The Drees Company. All Rights Reserved. No portion of this material may be reproduced in any formor by any means, including photocopying, without the express written permission of the Drees Company. The Drees Companywill vigorously procesute any unauthorized use of this material.SCALE: 1/8" = 1'-0"ARCSEBASTIANContract Drawn By: Coordinator's Name: ALV-0051-00.dwg Jun 21, 2023 - 1:30pm Coordinator's Phone #: Phone #: Original Site Specific Dwg. & Effective Change Order Date: Contract Revisions: (#, Date, By, Description) Sheet No. Subdivision: Job #: Customer Name: Job Address: -- LUKE RAMLER 859-578-4212 --05/10/23 ALBANY VILLAGE ALV-0051-00 PURVIS 14373 MARSDALE PLACE -- BUILDING SECTION SCALE: 1/8" = 1'-0" A 5.02 - REFER TO SHEET 0N.1 FOR GENERAL NOTES.ELEVATION "D"1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 OWNER'S SUITE BASEMENT1178"8'-912"10'-1"10'-1"1178"8'-1"BEDROOM #4 PRE-MANUFACTURED WOOD ROOF TRUSS 14'-1" OWNER'S BATH W.I.C.BEDROOM #2 12 7 4'-0" LINEN UNFINISHED STORAGE PRE-MANUFACTURED WOOD ROOF TRUSS 8'-3"1'-10"12 7 2'-0"1'-134"PRE-MANUFACTURED WOOD ROOF TRUSS7'-21 2"5'-714"1'-134"H.C.2'-0" O.H.1'-0"PRE-MANUFACTURED GIRDER TRUSS FLUSH BOTTOM BEAM, SEE STRUCTURE PLAN 07/18/18WJS07/18/18 WJS34"34"REISSUED: 06/21/2023 1 2 6 4 3 5 9 8 7 General Notes Key Notes - REFER TO SHEET 0N.1 FOR GENERAL NOTES. - ROOFING PER SPECIFICATIONS. 6.01FRONT ELEVATIONBRICK 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 516 L5 x 3 12 x 516 L3 12 x 3 12 x 14 L7 x 4 x 3 8 **per Design L5 x 3 12 x 516 L4 x 3 12 x 14 L7 x 4 x 3 8 **per Design **per Design**per Design L6 x 4 x 3 8 L8 x 4 x 12 ---- ---- -------- ---- ---- -------- ---- ---- ---- ---- ---- ---- ---- ----Series:House:Std. Drawn By:Std. Chk. By:Std. Date:Last Rev:Date ofSheet Description:Plan No.:Copyright ã, 2015, (2012) The Drees Company. All Rights Reserved. No portion of this material may be reproduced in any formor by any means, including photocopying, without the express written permission of the Drees Company. The Drees Companywill vigorously procesute any unauthorized use of this material.SCALE: 1/8" = 1'-0"8/17/12ARCBRIAN W.SEBASTIANContract Drawn By: Coordinator's Name: ALV-0051-00.dwg Jun 28, 2023 - 12:05pm Coordinator's Phone #: Phone #: Original Site Specific Dwg. & Effective Change Order Date: Contract Revisions: (#, Date, By, Description) Sheet No. Subdivision: Job #: Customer Name: Job Address: -- LUKE RAMLER 859-578-4212 --05/10/23 ALBANY VILLAGE ALV-0051-00 PURVIS 14373 MARSDALE PLACE 10 11 12 TYPICAL TRIM: 6" FASCIA 8" FRIEZE (ALL SIDES) (FRONT ONLY, UNLESS OTHERWISE NOTED) 13 14 15 7 7 12 7 12 7 12 8'-0"6'-0"10 9"9" 911 SIMPSON JOIST HANGER - LU24812"SHEATHING 1x6 SIMPSON PLATE - A35, BOTH SIDES OF TRUSS 1x4 EXTERIOR SHEATHING TOP OF WINDOW OPENING HEADER PER PLANS 2x4 BLOCKING SEE SHEET 6.01 FOR ROOFING MATERIAL SCALE: 1/4" = 1'-0" GARAGE SHED ROOF DETAILA 6.01 PRE-ENGINEERED WOOD TRUSSES 6x6 BRACKET (PAINTED PER SELECTIONS) 1x8 10"HEELLINTEL 2'-5"5" O.H. 6" LIMESTONE HEADER 1'-034"51 2"3'-0"1"8"1'-33 4"312"5 12 2x4 BLOCKING (3) 1840 FIXED WINDOWS; BLACKOUT 6" TRIM 6" LIMESTONE HEADER, TYP. SHED ROOF RE: DETAIL A/6.01 FOR FRAMING DETAILS SINGLE HEADER COURSE (PULL 3/4") BRICK WATERTABLE: DOUBLE ROWLOCK (PULL 3/4") -- -- -- OVERHANG BRACKETS RE: DETAIL B/6.01 FOR DETAILS -- -- -- -- SCALE: 1/4" = 1'-0" ENTRY BRACKET DETAILB 6.01 6x6 CEDAR3'-114"1'-41 2" 51 2"51 2" (PAINTED PER SELECTIONS) 23° 5 ELEVATION "D"106 3'-6"6 12 10 7 12 07/18/18 WJSMETAL ROOF 3'-6"REISSUED: 06/28/2023 General Notes Key Notes -- -- -- -- -- 6.02GARAGE SIDE ELEVATIONBRICK 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 516 L5 x 3 12 x 516 L3 12 x 3 12 x 14 L7 x 4 x 3 8 **per Design L5 x 3 12 x 516 L4 x 3 12 x 14 L7 x 4 x 3 8 **per Design **per Design**per Design L6 x 4 x 3 8 L8 x 4 x 12 ---- ---- -------- ---- ---- -------- ---- ---- ---- ---- ---- ---- ---- ----Series:House:Std. Drawn By:Std. Chk. By:Std. Date:Last Rev:Date ofSheet Description:Plan No.:Copyright ã, 2015, (2012) The Drees Company. All Rights Reserved. No portion of this material may be reproduced in any formor by any means, including photocopying, without the express written permission of the Drees Company. The Drees Companywill vigorously procesute any unauthorized use of this material.SCALE: 1/8" = 1'-0"8/17/12ARCBRIAN W.SEBASTIANContract Drawn By: Coordinator's Name: ALV-0051-00.dwg Jun 28, 2023 - 12:05pm Coordinator's Phone #: Phone #: Original Site Specific Dwg. & Effective Change Order Date: Contract Revisions: (#, Date, By, Description) Sheet No. Subdivision: Job #: Customer Name: Job Address: -- LUKE RAMLER 859-578-4212 --05/10/23 ALBANY VILLAGE ALV-0051-00 PURVIS 14373 MARSDALE PLACE -- -- -- -- -- TYPICAL TRIM: 6" FASCIA 8" FRIEZE (ALL SIDES) (FRONT ONLY, UNLESS OTHERWISE NOTED) - REFER TO SHEET 0N.1 FOR GENERAL NOTES. - ROOFING PER SPECIFICATIONS. 12 7 BRICK SILL ELEVATION "D"1 2 3 4 5 6 7 8 9 10 12 6 07/18/18 WJS10"x10" BOX COLUMN - RE: DETAIL G/7.02 FOR FRAMING 4 12REISSUED: 06/28/2023 BRICK SILL General Notes Key Notes 6.03REAR ELEVATIONBRICK 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 516 L5 x 3 12 x 516 L3 12 x 3 12 x 14 L7 x 4 x 3 8 **per Design L5 x 3 12 x 516 L4 x 3 12 x 14 L7 x 4 x 3 8 **per Design **per Design**per Design L6 x 4 x 3 8 L8 x 4 x 12 ---- ---- -------- ---- ---- -------- ---- ---- ---- ---- ---- ---- ---- ----Series:House:Std. Drawn By:Std. Chk. By:Std. Date:Last Rev:Date ofSheet Description:Plan No.:Copyright ã, 2015, (2012) The Drees Company. All Rights Reserved. No portion of this material may be reproduced in any formor by any means, including photocopying, without the express written permission of the Drees Company. The Drees Companywill vigorously procesute any unauthorized use of this material.SCALE: 1/8" = 1'-0"8/17/12ARCBRIAN W.SEBASTIANContract Drawn By: Coordinator's Name: ALV-0051-00.dwg Jun 28, 2023 - 12:05pm Coordinator's Phone #: Phone #: Original Site Specific Dwg. & Effective Change Order Date: Contract Revisions: (#, Date, By, Description) Sheet No. Subdivision: Job #: Customer Name: Job Address: -- LUKE RAMLER 859-578-4212 --05/10/23 ALBANY VILLAGE ALV-0051-00 PURVIS 14373 MARSDALE PLACE TYPICAL TRIM: 6" FASCIA 8" FRIEZE (ALL SIDES) (FRONT ONLY, UNLESS OTHERWISE NOTED) - REFER TO SHEET 0N.1 FOR GENERAL NOTES. - ROOFING PER SPECIFICATIONS.ELEVATION "D"-- -- -- -- -- -- -- -- -- --1 2 3 4 5 6 7 8 9 1012 7 12 7 12 7 07/18/18 WJS4 12 10"x10" BOX COLUMN - RE: DETAIL G/7.02 FOR FRAMING HARDI BOARD REISSUED: 06/28/2023 General Notes Key Notes 6.04SIDE ELEVATIONBRICK 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 12 x 14 L7 x 4 x 3 8 **per Design L5 x 3 12 x 516 L4 x 3 12 x 14 L7 x 4 x 3 8 **per Design **per Design**per Design L6 x 4 x 3 8 L8 x 4 x 12 ---- ---- -------- ---- ---- -------- ---- ---- ---- ---- ---- ---- ---- ----Series:House:Std. Drawn By:Std. Chk. By:Std. Date:Last Rev:Date ofSheet Description:Plan No.:Copyright ã, 2015, (2012) The Drees Company. All Rights Reserved. No portion of this material may be reproduced in any formor by any means, including photocopying, without the express written permission of the Drees Company. The Drees Companywill vigorously procesute any unauthorized use of this material.SCALE: 1/8" = 1'-0"8/17/12ARCBRIAN W.SEBASTIANContract Drawn By: Coordinator's Name: ALV-0051-00.dwg Aug 30, 2023 - 12:28pm Coordinator's Phone #: Phone #: Original Site Specific Dwg. & Effective Change Order Date: Contract Revisions: (#, Date, By, Description) Sheet No. Subdivision: Job #: Customer Name: Job Address: -- LUKE RAMLER 859-578-4212 --05/10/23 ALBANY VILLAGE ALV-0051-00 PURVIS 14373 MARSDALE PLACE 12 7 TYPICAL TRIM: 6" FASCIA 8" FRIEZE (ALL SIDES) (FRONT ONLY, UNLESS OTHERWISE NOTED) - REFER TO SHEET 0N.1 FOR GENERAL NOTES. - ROOFING PER SPECIFICATIONS. 12 7 12 712 7 ELEVATION "D"-- -- -- -- -- -- -- -- -- --1 2 3 4 5 6 7 8 9 10 07/18/18 WJS4 12 REISSUED: 08/30/2023 General Notes Key Notes - REFER TO SHEET 0N.1 FOR GENERAL NOTES. 7.01HOUSE SPECIFIC DETAILSSeries:House:Std. Drawn By:Std. Chk. By:Std. Date:Last Rev:Date ofSheet Description:Plan No.:Copyright ã, 2015, (2012) The Drees Company. All Rights Reserved. No portion of this material may be reproduced in any formor by any means, including photocopying, without the express written permission of the Drees Company. The Drees Companywill vigorously procesute any unauthorized use of this material.SCALE: 1/8" = 1'-0"8/17/12ARCBRIAN W.SEBASTIANContract Drawn By: Coordinator's Name: ALV-0051-00.dwg May 10, 2023 - 9:43am Coordinator's Phone #: Phone #: Original Site Specific Dwg. & Effective Change Order Date: Contract Revisions: (#, Date, By, Description) Sheet No. Subdivision: Job #: Customer Name: Job Address: -- LUKE RAMLER 859-578-4212 --05/10/23 ALBANY VILLAGE ALV-0051-00 PURVIS 14373 MARSDALE PLACE A 7.01 OWNERS SUITE TRAY CEILING DETAIL SCALE: 1/2" = 1'-0" B 7.01 1'-0" O.H.HEEL CUT SEESHEET 2.041x6 1x2 SHEATHING VENTED SOFFIT PRE-ENGINEERED WOOD TRUSS SHEATHING (2) 2x4 1/2" GYPSUM BOARD 2'-0"1'-0"BRICK VENEER ELEVATION "D"-- -- -- -- -- -- -- -- -- --1 2 3 4 5 6 7 8 9 10 OWNERS BATH NICHE DETAIL SCALE: 1/4" = 1'-0" E 7.01 PLAN ELEVATION 3'-6"5'-7"1'-0"10'-1"7"4'-312"7"3'-112"7"1'-6"8" 3'-11 2"7" 4'-31 2" SCALE: 1/2" = 1'-0" WALL SECTION 2x4 BRICK WEEP HOLES AT 24" O.C. AT ALL BRICK SILLS AND WALL BASE 1/2" GYPSUM BOARD SHEATHING (2)2x4 TOP PLATE PRE-ENGINEERED WOOD TRUSS HEADER PER PLAN 1x6 VENTED SOFFIT BAFFLE HEELCUTSEETABLE1'-0" OVERHANG SHINGLES W/ FELT SHEATHING 1x6 RIPPEDPROVIDE BLOCKING FOR TRIM BOARD SUPPORT 5/4x2 FURRING BRICK VENEER W/ 1" AIR SPACE BEYOND 4 D1.1 POURED CONCRETE TRIM BOARD PER HOUSE/ SUBDIVISION SPECIFICATIONS 2x4 BRICK WEEP HOLES AT 24" O.C. AT ALL BRICK LINTELS POURED CONCRETE FLASHING BRICK SILL 1x_ RIM JOIST FLOOR JOIST STEEL LINTELS SHEATHING HEIGHT PER FRAMING PLAN07/18/18 WJS5'-2"3'-2"2'-8"6'-0"PER PLAN LEDGE AT REAR HALF WALL 31 2"31 2" CERAMIC TILE PER SPECIFICATIONS GRANITE WALL CAP MUDPAN w/DRAIN SIDE VIEW TOWARD HALF WALL PLAN VIEW (TYP.) 6'-0" HIGH WALL SHOWER SPRAY @ 5'-2" A.F.F PER PLANPER PLAN312"312"2'-0" HIGH WALL 5'-2" HIGH WALL SCALE: 1/4"=1'-0" DOG WASH DETAILSB 7.01 PER PLAN 2'-8"2'-2"LEDGE AT REAR HALF WALL CERAMIC TILE PER SPECIFICATIONS GRANITE WALL CAP MUDPAN w/DRAIN FRONT VIEW SHOWER SPRAY @ 4'-0" A.F.F 5'-2"6'-0" General NotesKey Notes- REFER TO SHEET 0N.1 FOR GENERAL NOTES.7.02HOUSE SPECIFIC DETAILS Series: House:Std. Drawn By: Std. Chk. By: Std. Date: Last Rev: Date of Sheet Description: Plan No.:Copyright ã, 2015, (2012) The Drees Company. All Rights Reserved. No portion of this material may be reproduced in any form or by any means, including photocopying, without the express written permission of the Drees Company. The Drees Company will vigorously procesute any unauthorized use of this material. SCALE: 1/8" = 1'-0" 8/17/12 ARC BRIAN W. SEBASTIANContract Drawn By:Coordinator's Name:ALV-0051-00.dwg May 10, 2023 - 9:43amCoordinator's Phone #:Phone #:Original Site Specific Dwg. &Effective Change Order Date:Contract Revisions: (#, Date, By, Description)Sheet No.Subdivision:Job #:Customer Name:Job Address:--LUKE RAMLER859-578-4212--05/10/23ALBANY VILLAGEALV-0051-00PURVIS14373 MARSDALE PLACEKITCHEN ISLAND FRAMING DETAILSSCALE: 1/4" = 1'-0"A7.02COUNTERTOP8'-1"4'-0"1'-7"COVERED PATIO BEAM DETAILSCALE: 1/2" = 1'-0"D7.02VENTEDSOFFITBEAM PER PLAN1x81'-134" OVERHANGWOOD TRUSSSHEATHINGSHINGLES W/ FELTSHEATHING/VINYL SOFFIT714" 113 4"2x2 NAILER1x61x81x6834"734"HEEL CUT ELEVATION "D"--------------------1234567891007/18/18 WJS OVERHANGPER PLAN1'-01 4" 71 4"1034"BOXHDR10"SQUARE212"312"212"10"1x_ WRAP W/EDGE CUT AT 45°.P.T. WOOD POST1x1041 4"41 4"10"414"414"81 2" 9'10-7/8" (FIELD VERIFY) 71 8"112" O.H.10"3".COLUMN SECTION/ 10" BOX COLUMNSCALE: 1/2" = 1'-0"VENTED SOFFITHEADER PER PLANSG7.02CONCRETE PORCH SLABSIMPSON CBSQ44-SDS2 POST BASE (OREQUAL) SECURED TO CONC. WALL PRIOR TOPORCH SLAB INSTALLATIONTO C.L. OF SIMPSON POST BASEANCHOR BOLT EMBESSED PER NOTES ONSHEET 0N.1HEIGHT OF PORCHSLAB AT POST BASEPOURED CONC. WALL4x4 PRESSURE TREATED POSTSHINGLES W/ FELTSHEATHINGSHEATHING/VINYL SOFFITWOOD TRUSS6" TRIM8" TRIM2x2 NAILER4" TRIM10" TRIM10" TRIM2x_ BLOCKING10" BOX COLUMN (SEE PLAN DETAIL)SECURE 4x4 POST TO SIMPSON CBSQ44-SDS2 POST BASE(OR EQUIVALENT)10" TRIM WRAP W/ EDGE CUT 45°10" TRIM WRAP W/ EDGE CUT 45°MAINTAIN MIN. 1" SIDE COVER FROM ALL EDGESOF POST BASE TO EDGE OF CONC. STEM WALLSEE PLANS FOR POST BEAM ATTACHMENT10" BOX COLUMN DETAILSCALE: 1/2" = 1'-0"BEARING COLUMNNON-BEARING COLUMN(3) SUPPORT BLOCKS 8-1/2"x8-1/2"x1-1/2"EQUALLY SPACED IN COLUMN. General Notes Key Notes - REFER TO SHEET 0N.1 FOR GENERAL NOTES. 7.03HOUSE SPECIFIC DETAILSSeries:House:Std. Drawn By:Std. Chk. By:Std. Date:Last Rev:Date ofSheet Description:Plan No.:Copyright ã, 2015, (2012) The Drees Company. All Rights Reserved. No portion of this material may be reproduced in any formor by any means, including photocopying, without the express written permission of the Drees Company. The Drees Companywill vigorously procesute any unauthorized use of this material.SCALE: 1/8" = 1'-0"8/17/12ARCBRIAN W.SEBASTIANContract Drawn By: Coordinator's Name: ALV-0051-00.dwg May 10, 2023 - 9:43am Coordinator's Phone #: Phone #: Original Site Specific Dwg. & Effective Change Order Date: Contract Revisions: (#, Date, By, Description) Sheet No. Subdivision: Job #: Customer Name: Job Address: -- LUKE RAMLER 859-578-4212 --05/10/23 ALBANY VILLAGE ALV-0051-00 PURVIS 14373 MARSDALE PLACE BASEMENT STAIR FRAMING DETAILS SCALE: 1/4" = 1'-0"34"10"10"10"214"6'-1"3'-8"3'-1014"3'-8"114" TYP. NOSING2-1/2" FROM END OF STRINGER TO EDGE OF LANDING AND RISER (STRINGER BEARS 2-1/2" ON LANDING)A 10"10"10"10"3-1/2" WALL LINE OF SUBFLOOR 1x KICKPLATE INSTALLED BY STAIR MANUFACTURER STAIR STRINGER 3-1/2" WALL 7'-71 2"34"214"6'-1"3'-8"10"10"10"10"LINE OF LANDING 1x KICKPLATE INSTALLED BY STAIR MANUFACTURER STAIR STRINGER 16 RISERS @ 7-3/8" 15 TREADS @ 10" OPT. 9' FOUNDATION STAIR INFO. LINE OF INTERIOR FIN. FLOOR9'-412"912"8'-7"4'-61 2" SIDE ELEVATION B 7.03 SCALE: 1/4" = 1'-0" PORCH OPENING DETAIL 1'-0"7'-6"2'-0"ELEVATION "D"-- -- -- -- -- -- -- -- -- --1 2 3 4 5 6 7 8 9 10 B 5.01 B LINE OF LANDING 1x KICKPLATE INSTALLED BY STAIR MANUFACTURER 34"10"10"10"214"6'-11"3'-7"3'-914"3'-8"10"10"10"7'-71 2"34"214"10"10"10"10"10"6'-11"10"3'-8"3'-10"18 RISERS @ 7-7/16" 17 TREADS @ 10" FIRST FLOOR STAIR INFO. 3-1/2" WALL STAIR STRINGER 3'-8" STAIR STRINGER B 5.01 FIRST FLOOR STAIR FRAMING DETAILS SCALE: 1/4" = 1'-0" STAIR FRAMING DETAILS SCALE: 1/4" = 1'-0" A 7.03 LANDING DETAIL SCALE: 1/4" = 1'-0"A 4'-3"3'-8"3'-11"8'-21 2"2x6 JOISTS3"3'-111 2" 7'-71 2" 31 2" 31 2" LANDING DETAIL SCALE: 1/4" = 1'-0"B 2x6 JOISTS4'-3"3'-8"4'-012"8'-21 2" 31 2" 31 2"3"3'-111 2" 7'-11"114" TYP. NOSING2-1/2" FROM END OF STRINGER TO EDGE OF LANDING AND RISER (STRINGER BEARS 2-1/2" ON LANDING)07/18/18 WJS10"10"10"10"10"10"10"31 2" 31 2" 3-1/2" WALL LINE OF SUBFLOOR 1x KICKPLATE INSTALLED BY STAIR MANUFACTURER copyright : MULHERN & KULPStructural Engineering, Inc.c03-14-23BSMCNVSebastian Model ALV-0055 INDIANA Structural Notes copyright : MULHERN & KULPStructural Engineering, Inc.c03-14-23BSMCNVSebastian Model ALV-0055 INDIANA LATERAL DETAILS