sht3-17.dwg, 4/6/2018 11:03:58 am, dwg to pdf.pc3 12 9 top

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ELEVATION NOTES: - WINDOW DESIGNATIONS REFER TO JORDAN BRAND SERIES 8500 VINYL TILT SINGLE-HUNG WINDOWS OR EQUAL AS APPROVED BY BUILDER. - ALL WINDOWS AND DOORS TO BE VINYL IN COLOR SELECTED BY BUILDER. - WINDOWS TO INCLUDE 3/4" INTERNAL GRILLES IN PATTERNS SHOWN ON ELEVATION. - INCLUDE ALL WINDOW GRILLES AS SHOWN ON ALL ELEVATIONS. - TEMPERED GLASS IN DOORS AND WINDOWS AS REQUIRED BY CODE OR LOCAL JURISDICTION. - INSTALL ALL DOORS AND WINDOWS PER MANUFACTURER'S DIRECTIONS. - INSTALL FLASHING AT ALL DOOR & WINDOW HEADS, AT ROOF PENETRATIONS, WHERE ROOFS MEET SIDEWALLS. - ROOF VENTS AND ROOF PENETRATIONS TO OCCUR ON REAR & SIDE ELEVATIONS SO AS NOT TO BE VISIBLE FROM STREET.

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12

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9

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BOTTOM of FOOTING

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PLATE LINE at FIRST FLOOR

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TOP of FOOTING

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TOP of SLAB at FIRST FLOOR

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1 1/2-STORY PLAN - FRONT ELEVATION

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SCALE: 1/4" = 1'-0"

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TOP of SUBFLR. at SECOND FLOOR

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PLATE LINE at SECOND FLOOR

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MANUFACTURED CARRIAGE STYLE INSULATED OVERHEAD DOOR - STYLE SELECTED BY BUILDER

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CONTINUOUS RIDGE VENT - OPTIONAL IN PLACE OF ROOF VENTS LOCATED NEAR RIDGE

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COMPOSITION ROOF OVER BUILDING PAPER OVER 7/16" WAFERBOARD W./ 'H'-CLIPS

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PRE-FINISHED GUTTERS & DOWNSPOUTS OVER 5/4x6 SMART TRIM FASCIA

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5/4x6 SMART TRIM FRIEZE - TYPICAL

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5/4x6 SMART TRIM CORNER BOARDS

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HARDI-PLANK LAP SIDING, 11-1/4" WIDTH W./ 10" EXPOSURE OVER 'TYVEK' HOUSEWRAP OR EQUAL OVER EXTERIOR SHEATHING

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WOOD OR ALUMINUM GABLE END VENT

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9:12 ROOF PITCH

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5/4x10 SMART TRIM HORIZ. BAND - FRONT ELEVATION ONLY

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12" dia. AT BASE PERMACAST TAPERED ROUND COLUMN BY HB&G W./ TUSCAN BASE & CAPITAL

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5/4x SMART TRIM AT BAY WINDOW SURROUND

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6x6 CORBEL BRACKET - FIVE EQUALLY SPACED

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CULTURED STONE VENEER W./ SLOPED CULTURED STONE CAP - INSTALLED OVER 'TYVEK' HOUSEWRAP FOR STONE VENEER OVER SHEATHING - INSTALL PER STONE MANUF. SPECS.

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HARDIE SHINGLE SIDING

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CANTILEVER GABLE END 8" FROM FACE OF EXT. WALL TO ALIGN W./ BAY

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5/4x6 SMART TRIM

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1x2 SMART TRIM OVER 1x8 SMART TRIM RAKE

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HARDIE SHINGLE SIDING

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5/4x10 SMART TRIM HORIZ.

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1x10 SMART TRIM HORIZ.

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13'-8" RADIUS TO FRAMING FOR RADIUS ARCH AT PORCH & ABOVE SINGLE OVERHEAD DOOR

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SCALE: 1/8" = 1'-0"

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LEFT SIDE ELEVATION

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12

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9

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9:12 ROOF PITCH

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12

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9

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RIGHT SIDE ELEVATION

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SCALE: 1/8" = 1'-0"

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12

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4

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9:12 ROOF PITCH

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BTTM. of FTG.

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TOP of FTG.

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TOP of SLAB

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PLATE LINE at 1st FLR.

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PLATE LINE at 2nd FLR.

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TOP of SUBFLR.

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REAR ELEVATION

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SCALE: 1/8" = 1'-0"

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T1-11 VERTICAL GROOVE SIDING -TYPICAL ON SIDE & REAR ELEVATIONS

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TOP of FTG.

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BTTM. of FTG.

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PLATE LINE at 1st FLR.

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TOP of SLAB

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9:12 ROOF PITCH

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9:12 ROOF PITCH

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4:12 ROOF PITCH

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A1 of 5

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WILLOW

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PAUL WERNER ARCHITECTS, L.L.C. THIS DRAWING IS COPYRIGHTED WORK BY PAUL WERNER ARCHITECTS L.L.C. THIS DRAWING MAY NOT BE PHOTOGRAPHED, TRACED OR COPIED IN ANY MANNER WITHOUT THE WRITTEN PERMISSION OF PAUL WERNER ARCHITECTS L.L.C.

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123 W. 8th STREET SUITE B2 LAWRENCE, KS 66044 OFFICE: 785.832.0804 FAX: 785.832.0890

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PROJECT # 218-370 APRIL 05, 2018

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RELEASE: 1.0

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DATE: 04.06.18

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LAWRENCE, KANSAS

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1-1/2 STORY PLAN

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UNEXCAV.

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REINF. CONC. SLAB OVER COMPACTED FILL

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4" CONC. SLAB REINF. W./ #4's @ 18" o.c. EACH WAY OVER 4" GRAVEL OVER 8 mil. VAPOR BARRIER WITH COMPRESSIBLE FILLER AT PERIMETER

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DRAINAGE NOTE: PROVIDE AND INSTALL 2" PERF. PVC DRAIN TILE UNDER SLAB DRAINING TO SUMP OR DAYLIGHT IF SITE CONDITIONS WARRANT USE

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UNFINISHED

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1. 2. 3. 4. 5. 6. 7. 8.

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BUILDER SHALL HAVE GEOTECHNICAL ENGINEER INSPECT SITE TO DETERMINE SOIL CONDITIONS. SOIL BEARING CAPACITY TO BE 3,000 PSF MIN. IF ROCK IS PRESENT, CONTACT GEOTECHNICAL ENGINEER FOR CONSTRUCTION METHODS. FOOTINGS MUST BEAR ON EITHER UNDISTURBED SOIL OR ROCK - IN NO CASE MAY THE FOOTING BEAR ON BOTH. FOOTINGS TO BE 3,000 PSI CONC. W./ (3) #4 BARS CONTINUOUS. FOUNDATION WALLS TO BE 3000 PSI CONC. W./ #4 BARS AT 16" O.C. HORIZONTAL; #4 BARS AT 24" O.C. VERTICAL; CORNER BARS AT 12" O.C. HORIZONTAL. INSULATION AND WATERPROOFING SYSTEM BY BUILDER. BUILDER TO VERIFY COMPLIANCE WITH LOCAL CODES AND/OR JURISDICTION, PRIOR TO CONSTRUCTION. ALL ANCHOR BOLTS TO BE 1/2" X 10" @ 4'-0" O.C. WITH MIN. EMBEDMENT OF 7". LOCATED AT ALL PERIMETER SLABS AND FNDN WALLS.

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8"W. BY 9'-0" HGT. REINF. CONC. WALL PER FDTN. NOTE #5 ON 1'-4"W. BY 8" DP. CONT. CONC. FTG. PER FDTN. NOTE #4

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ALL FRAMING TO BE PER REQUIRED CODE OF THE LOCAL JURISDICTION OR 2015 IRC. FIRST & SECOND FLOOR EXTERIOR WALLS TO BE 2x4 STUDS AT 16" o.c. WALKOUT EXTERIOR WALLS & INTERIOR LOAD BEARING WALLS AT FOUNDATION LEVEL TO BE 2x6 STUDS AT 16" o.c. ON TREATED PLATES. INSTALL 2x BLOCKING AT MID-HEIGHT OF WALLS. INTERIOR WALLS TO BE 2x4 STUDS AT 16" o.c. OR AS NOTED. ALL DOOR, WINDOW AND OPENING HEADERS TO BE MINIMUM 2-2x10 #2 D.F. UNLESS NOTED OTHERWISE ON THE PLANS. #2 PLATES THROUGHOUT, TREATED WHEN IN CONTACT W./ CONCRETE. RAFTER AND CEILING JOISTS TO BE #2 OR STANDARD & BETTER - MIN. ROOF TRUSSES TO BE WOOD CONSTRUCTED AT 24" o.c. W./ SIMPSON H2.5 HURRICANE CLIP AT EACH END & INTERMEDIATE SUPPORT - DESIGN & SPECIFICATIONS PER TRUSS MANUFACTURER. RAFTERS (IN PLACE OF ROOF TRUSSES): 2x8 #2 at 16" O.C. THROUGHOUT UNLESS NOTED OTHERWISE. ALL ROOFS TO HAVE MID SPAN CRIPPLE WALL BRACING ROOF BACK TO LOAD BEARING WALL. 2x6 COLLAR TIES INSTALLED AT 4'-0" o.c. TYPICAL. REFER TO WINDOW DESIGNATIONS FOR HEAD HEIGHTS.

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1. 2. 3. 4. 5. 6. 7. 8. 9.

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INSTALL BRACED WALL PANELS AT LOCATIONS AS SHOWN ON PLANS PER THE REQUIREMENTS OF THE CITY OF LAWRENCE. REFER TO OVERHEAD DOOR FRAMING DETAILS ON SHEET A3.

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BRACED WALL PANEL NOTES:

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NOTE REGARDING FOUNDATION WALL STEP HEIGHTS: BUILDER TO VERIFY ALL FOUNDATION WALL HEIGHTS ON SITE AND MAKE ANY AND ALL NECESSARY ADJUSTMENTS TO WALL STEPS, FOOTING DEPTHS AND WALL HEIGHTS BASED ON SITE CONDITIONS AND FINAL GRADE. THE WALL STEPS AS SHOWN ARE ONLY RECOMMENDED AND ARE NOT BASED ON KNOWN SITE CONDITIONS. BUILDER TO INSTALL ANY REINF. CONC. WALL WINDOW LIGHT WELLS AS NECESSARY TO MEET WINDOW EGRESS REQUIREMENTS OF LOCAL BUILDING CODES.

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STAIR TREADS ARE SHOWN AS 11" DEPTH EACH. RISERS HEIGHT FROM BASEMENT TO FIRST FLOOR SHALL BE 7-3/8" +/-. EXACT DIMENSION TO BE DETERMINED ON SITE. HANDRAILS SHALL NOT DECREASE THE STAIR WIDTH TO LESS THAN THE REQUIRED 36". HANDRAILS CHOOSEN MUST MEET THE REQUIREMENTS OF THE 1997 U.B.C. (3) 11-7/8" MICROLLAM STRINGERS PER RUN. FRAMER SHALL NOT DROP HEADERS SO THAT THE HEAD CLEARANCE IS REDUCED BELOW 7'-0".

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FLOOR FRAMING NOTES:

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I-JOIST SUPPLIER TO VERIFY AND FURNISH COMPLETE JOIST SYSTEM. TYPICAL FIRST FLOOR LIVE LOAD REQUIREMENTS OF 50 PSF AND DEAD LOAD OF 15 PSF FOR A TOTAL OF 65 PSF WITH L/480 LIVE LOAD DEFLECTION.

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1. 2. 3. 4. 5. 6.

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FRAMING NOTES:

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STAIR NOTES:

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1.

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FOUNDATION NOTES:

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ALLOW 2" OFFSET OF FRAMING TO ALLOW FOR GARAGE SLAB BEARING

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SUMP

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DRAIN TO DAYLIGHT

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1 1/2-STORY PLAN - BASEMENT FOUNDATION

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SCALE: 1/4" = 1'-0"

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2 x6

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8

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8

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36"x48" SHOWER UNIT

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36" VANITY

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9-1/2" TJI 230 I-JOISTS at 16" o.c. W./ 3/4" T.&G. PLYWD. NAILED & GLUED OVER

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4

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8

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2 x6

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UP 15 RISERS

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2x6 WALL

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5 x6 C.O.

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0

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8

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5040 GLDR. HEAD HGT. AT 7'-2" A.F.F.

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11" TREADS

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F.D.

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MECH.

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W.H.

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DUCT CHASE ABOVE

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16"x16"x36" REINF. CONC. PIER COLUMN W./4-#5's VERT. W./ #3 TIES @ 12" o.c. ON 3'-0"x 3'-0"x 12" DP. CONC. FTG. REINF. W./ #4's @ 6" o.c. BOTH WAYS, 4000 psi CONC. - TIE CONC. SLAB REINF. INTO PIER CONC.

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UNEXCAVATED

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5" CONC. SLAB W./ #4's at 18" o.c. BOTH WAYS OVER 4" GRAVEL OVER COMPACTED FILL

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8"W. BY 3'-0" HGT. CONC. BRACKET REINF. PER FDTN. NOTE #5 BEARING ON MAIN CONC. FTG. - TYPICAL OF THREE

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DROP TOP OF FDTN. WALL 1'-0" AT OVERHEAD DOORS - TYPICAL

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2x6 WALL

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2 x6

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8

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8

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HVAC

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2x6 WALL

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2 x6

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8

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8

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4

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8

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2 x6

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4

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8

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2 x6

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8'-9" CLG. TILE

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FUTURE BATH

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8'-9" CLG. CARPET

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FUTURE W.I.C.

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8'-9" CLG. CARPET

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FUTURE W.I.C.

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9'-11"x8'-6" 8'-9" CLG. CARPET

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FUTURE OFFICE

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11'-6"x12'-11" 8'-9" CLG. CARPET

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FUTURE FIFTH BEDROOM

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26'-3"x13'-5" 8'-9" CLG. CARPET

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FUTURE FAMILY ROOM

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HATCH DENOTES 2x4 WOOD STUD BEARING WALL ON TREATED PLATE OVER 1'-4"x 8" DP. CONT. CONC. FTG. REINF. W./ (3) #4's TIED TO 4" CONC. SLAB W./ #4's AT 36" o.c.

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*EGRESS*

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5040 GLDR. HEAD HGT. AT 7'-2" A.F.F.

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*EGRESS*

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8'-9" CLG. CARPET

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FUTURE HALL

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DROP UPPER FTG. DOWN 5'-0" TO BEAR ON LOWER FTG. - PROVIDE SLEEVE FOR DRAINTILE

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6" PERF. PVC DRAINTILE AT PERIMETER OF FDTN. COVER W./ FILTER FABRIC - DRAIN TO SUMP OR DAYLIGHT

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DROP TOP OF FDTN. WALL 6'-0" DOWN AT EACH SIDE OF WINDOW WELL - TYP.

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3-1/2"x11-1/4" 1.9E MICROLLAM LVL HEADER W./(3) TRIMMERS AT EACH END - DOWNSET

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DROP UPPER FOOTING TO BEAR ON LOWER FOOTING

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FUTURE FINISH 835 sq. ft.

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A2 of 5

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WILLOW

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PROJECT # 218-370 APRIL 05, 2018

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RELEASE: 1.0

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DATE: 04.06.18

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LAWRENCE, KANSAS

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1-1/2 STORY PLAN

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1. 2. 3. 4. 5. 6.

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ALL FRAMING TO BE PER REQUIRED CODE OF THE LOCAL JURISDICTION OR 2015 IRC. WALLS TO BE 2x4 STUDS AT 16" O.C. UNLESS NOTED OTHERWISE. INSTALL MID-SPAN BLOCKING ON WALLS OVER 10'-0" IN HEIGHT. ALL DOOR, WINDOW AND OPENING HEADERS TO BE MINIMUM 2-2x10 #2 D.F. UNLESS NOTED OTHERWISE ON THE PLANS. #2 PLATES THROUGHOUT - INSTALL TREATED PLATES WHEN IN CONTACT WITH CONCRETE. ROOF TRUSSES TO BE SPACED AT 24" o.c. AS DESIGNED BY TRUSS MANUF. REFER TO PLANS FOR WINDOW HEAD HEIGHTS.

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2614 TRANS. OVER 2660 S.H. HEAD HGT. AT 7'-10" ABOVE SLAB

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884 sq. ft. SECOND FLOOR

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BRACED WALL PANEL PER DETAIL PORTAL PANEL 'C'

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BRACED WALL PANEL PER DETAIL PORTAL PANEL 'C'

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HEAVY LINE INDICATES LOCATION OF BRACED WALL PANEL - TYPICAL

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2,295 sq. ft. TOTAL

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8 x7 INSUL. OVERHEAD DOOR

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1 1/2-STORY PLAN - FIRST FLOOR

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SCALE: 1/4" = 1'-0"

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0

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0

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1,411 sq. ft. FIRST FLOOR

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CULTURED STONE VENEER W./ SLOPED CULTURED STONE CAP - REFER TO ELEVATIONS

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STAIR TREADS ARE TO BE 11" DEPTH EACH. RISER HEIGHT FROM FIRST TO SECOND FLOOR SHALL BE 7-15/32"+/-. EXACT DIMENSION TO BE DETERMINED ON SITE. HANDRAILS SHALL NOT DECREASE THE STAIR WIDTH TO LESS THAN THE REQUIRED 36". HANDRAILS CHOSEN MUST MEET THE REQUIREMENTS OF THE 1997 U.B.C. (3) 11-7/8" MICROLLAM STRINGERS PER RUN. FRAMER SHALL NOT DROP HEADERS SO THAT THE HEAD CLEARANCE IS REDUCED BELOW 7'-0".

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1. 2. 3. 4. 5. 6.

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PORCH

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11'-0"x6'-0" CONC. SLAB

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12" BASE dia. PERMACAST COLUMN BY HB&G OR EQUAL W./ TUSCAN CAP & BASE

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STAIR NOTES:

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FLOOR FRAMING NOTES:

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I-JOIST SUPPLIER TO VERIFY AND FURNISH COMPLETE JOIST SYSTEM. TYPICAL FLOOR LIVE LOAD REQUIREMENTS OF 45 PSF AND DEAD LOAD OF 15 PSF FOR A TOTAL OF 60 PSF WITH L/480 LIVE LOAD DEFLECTION.

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BRACED WALL PANEL NOTES:

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ALL BRACED WALL PANELS TO BE INSTALLED PER REQUIRED CODE OF THE LOCAL JURISDICTION OR 1997 U.B.C. WITH INFORMATION BEING PROVIDED BY THE BUILDER.

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1.

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3 x6 MTL. INSUL. FULL VIEW DR.

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3050 S.H. HEAD HGT. AT 7'-4" A.F.F. *EGRESS*

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2 x6

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SHELVES

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PANTRY

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BRACED WALL PANEL PER DETAIL ALT. BRACED PANEL 'B'

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4

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8

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3-1/2"x14" 1.9E MICROLLAM PSL HEADER W./(4) TRIMMERS AT EACH END - DOWNSET

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19'-8"x27'-4" CONC. SLAB

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DOUBLE GARAGE

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16 x7 INSUL. OVERHEAD DOOR

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0

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0

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WOOD ROOF TRUSSES AT 24" o.c. OVER W./ HURRICANE CLIP AT EACH END - DESIGN & SPECS. PER TRUSS MANUF.

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3 x6 MTL. INSUL. DR.

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0

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8

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CANTILEVER I-JOISTS 2'-0" BEYOND BEARING WALL OVER

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9'-0" CLG. CARPET

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2 x6

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SINGLE GARAGE

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SLOPE CONC. SLAB TO DRAIN AT OVERHEAD DOOR

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11'-8"x22'-4" CONC. SLAB

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ATTIC ACCESS PANEL

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1'-4"x8" DEEP CONT. CONC. FTG. W./(3)#4's CONT. - TIED TO CONC. SLAB W./#4's AT 36" o.c.

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HATCH DENOTES BEARING WALL - TYPICAL

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2 x6

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2 x6 S.C. DR.

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8

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8

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BENCH W./ STOR. BELOW & HOOKS ABOVE

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9'-0" CLG. TILE

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MUD HALL

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8

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2 x6 C.O.

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8

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LAUND.

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DRYER

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9'-0" CLG. TILE

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WASHER

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8

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8

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TILE SEAT

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48"x48" SHOWER BASE W./ TILE SURROUND

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94" VANITY

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9'-0" CLG. TILE

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8

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6

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PR. 1 x6

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BATH

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2 x6

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CLOS.

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4

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8

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2 x6

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4

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8

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MASTER BEDROOM

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17'-0"x14'-4" 9'-0" CLG. HGT. CARPET

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0

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8

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2030 S.H. HEAD HGT. AT 7'-4" A.F.F.

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CANTILEVER I-JOISTS 1'-0" BEYOND EXT. WALL OVER

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CANTILEVER I-JOISTS 2'-0" BEYOND EXT. WALL OVER

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2x6 WALL

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2 x6 C.O.

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FOYER

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9'-0" CLG. TILE

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3 x6 MTL. INSUL. DR. W./ FXD. 14" SIDELITES

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UP 16 RISERS

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2x6 WALL

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0

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0

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8

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0

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6 x8 C.O.

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PWDR.

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9'-0" CLG. TILE

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2 x6

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8

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8

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0

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PR. 2 x6

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COATS

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8

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2 x6 C.O.

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8

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8

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4

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36" VANITY

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REF'G.

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8

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DIRECT VENT GAS FIREPLACE

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15'-8"x15'-8" VAULT CLG. TO 12'-0" HGT. CARPET

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RAISED STONE HEARTH & SURROUND

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VAULT CEILING AT 6:12 PITCH

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LIVING ROOM

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0

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3 x6 MTL. INSUL. FULL VIEW DR.

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9'-8"x14'-4" 9'-0" CLG. TILE

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2 x6 C.O.

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8

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8

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MICRO.

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RANGE

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0

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9 x8 C.O.

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KITCHEN

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DOUBLE SINK

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D.W.

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DINING ROOM

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VAULT CEILING AT 6:12 PITCH

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15'-8"x11'-8" VAULT CLG. TO 12'-0" HGT. CARPET

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8

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FRAMING NOTES:

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MEDIA RECESS

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20'-0"x12'-0" CONC. SLAB

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DECK or PATIO

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11" TREADS

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DUCT CHASE

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DOWN 15 RISERS

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A3 of 5

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WILLOW

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PROJECT # 218-370 APRIL 05, 2018

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RELEASE: 1.0

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DATE: 04.06.18

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LAWRENCE, KANSAS

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1-1/2 STORY PLAN

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CLOSET

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36"x60" TUB/SHOWER UNIT

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0

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5 x6 BY-PASS DRS.

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8

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2 x6

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BATH

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8'-0" CLG. TILE

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2 x6

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1 1/2-STORY PLAN - SECOND FLOOR

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SCALE: 1/4" = 1'-0"

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884 sq. ft.

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2 x6

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8

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8'-0" CLG. CARPET

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DOWN 16 RISERS

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2 x6

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8

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OFFICE

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8

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8

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4

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SHELVES

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LINEN

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2 x6

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4

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8

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THIRD BEDROOM

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10'-4"x13'-8" 8'-0" CLG. HGT. CARPET

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8

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8

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72" VANITY

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8

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8

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4

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2 x6

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DRESS.

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8'-0" CLG. TILE

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8'-0" CLG. CARPET

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CLOS.

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48" VANITY

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2 x6

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4

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8

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SECOND BEDROOM

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10'-4"x13'-8" 8'-0" CLG. HGT. CARPET

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12'-0"x12'-0" 8'-0" CLG. HGT. CARPET

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FOURTH BEDROOM

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HALL

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8'-0" CLG. CARPET

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8

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8

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2 x6

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DUCT CHASE

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2626 TRANS. OVER 2660 S.H. HEAD HGT. AT 16'-0" ABOVE SLAB -TEMP.-

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ATTIC ACCESS PANEL

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WINDOW LEDGE

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2626 TRANS. OVER 2660 S.H. HEAD HGT. AT 16'-0" ABOVE SLAB -TEMP.-

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8

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4

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2 x6 C.O.

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6'-2 1/4" PLATE

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SHELVES

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2 x6

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8

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8

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VAULT CLG. CARPET

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CLOS.

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2 x6

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4

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8

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4'-5 1/4" PLATE

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DRESS.

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8'-0" CLG. TILE

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2x8 #2 RAFTERS at 16" o.c. OVER AT VAULTED AREAS

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LINEN

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WOOD CAPPED HALF WALL AT 36" HGT.

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ROOF PLAN

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SCALE: 1/8" = 1'-0"

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9:12 PITCH

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9:12 PITCH

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9:12 PITCH

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9:12 PITCH

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9:12 PITCH

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9:12 PITCH

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9:12 PITCH

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9:12 PITCH

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4:12 PITCH

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A4 of 5

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WILLOW

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PROJECT # 218-370 APRIL 05, 2018

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RELEASE: 1.0

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DATE: 04.06.18

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LAWRENCE, KANSAS

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1-1/2 STORY PLAN

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"T" FITTING SHALL BE OPEN TO SUB-SLAB PERMEABLE MATERIAL OR SHALL BE CONNECTED TO INTERIOR PERIMETER DRAIN TILE LOOP. SEE APPENDIX F FOR MORE OPTIONS.

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RECOMMENDED 15 MIL VAPOR BARRIER BY STEGO UNDER SLAB INSTALLED PER APPENDIX F AS RECOMMENDED BY MFR. SHEETING SHALL BE LAPPED AT LEAST 12" & BE FITTED AROUND PENETRATIONS AS REQUIRED

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4" MINIMUM UNIFORM LAYER CLEAN AGGREGATE THAT WILL PASS THROUGH A 2" SIEVE & BE RETAINED BY A 1/4" SIEVE

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3" DIA MIN. ABS OR PVC OR EQIV. GAS-TIGHT PIPE EMBEDDED VERTICALLY INTO THE SUB-SLAB AGGREGATE. PIPE MUST BE IDENTIFIED W/ LABEL STATING "RADON REDUCTION SYSTEM" AT EACH FLOOR, INCLUDING ATTIC

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TOP OF PIPE TO VENT MINIMUM 10'-0" AWAY FROM OPERABLE WINDOWS OR OTHER OPENINGS TO CONDITIONED SPACES

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RADON PIPE TO BE ACCESSIBLE FOR FUTURE INSTALLATION OF ACTIVE DEPRESSURIZATION SYSTEM

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INSTALL AN ELECTRICAL CURCUIT TERMINATED IN AN APPROVED BOX NEAR RADON PIPE TO ALLOW FOR VENT PIPE FANS

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RE: IRC APPENDIX F FOR ADDITIONAL INFO. & ALT. METHODS 1. OPENINGS AROUND BATHTUBS, SHOWERS, WATER CLOSETS, PIPES, WIRES OR OTHER OBJECTS ABOVE OPENINGS AROUND BATHTUBS, SHOWERS, WATER CLOSETS, PIPES, WIRES OR OTHER OBJECTS ABOVE A CRAWL SPACE OR PENETRATING THE CONCRETE SLAB SHALL BE FILLED W/ A POLYURETHANE CAULK OR EQUIV. APPLIED IN ACCORDANCE W/ THE MFR'S RECOMMENDATIONS. 2. ANY & ALL JOINTS IN CONCRETE SLABS OR BETWEEN SLABS & FOUND'N WALLS SHALL BE SEALED W/ ANY & ALL JOINTS IN CONCRETE SLABS OR BETWEEN SLABS & FOUND'N WALLS SHALL BE SEALED W/ CAULK OR SEALANT. GAPS & JOINTS SHALL BE CLEARED OF LOOSE MATERIAL. 3. THE EXT. SURF. OF CONCRETE BELOW GRADE SHALL BE DAMPPROOFED PER CODE. THE EXT. SURF. OF CONCRETE BELOW GRADE SHALL BE DAMPPROOFED PER CODE. 4. AIR-HANDLING UNITS IN CRAWL SPACES (-or- STONE BASEMENTS) SHALL BE SEALED (UNLESS SEALED AIR-HANDLING UNITS IN CRAWL SPACES (-or- STONE BASEMENTS) SHALL BE SEALED (UNLESS SEALED & LABELED BY MFR.) TO PREVENT AIR BEING DRAWN INTO UNIT. 5. CONDENSATE DRAINS SHALL BE TRAPPED OR ROUTED THROUGH NONPERFORATED PIPE TO DAYLIGHT CONDENSATE DRAINS SHALL BE TRAPPED OR ROUTED THROUGH NONPERFORATED PIPE TO DAYLIGHT 6. IN BLDGS. WHERE FOOTINGS/BARRIERS SEPARATE THE SUB-SLAB AGGREGATE OR GAS-PERM. IN BLDGS. WHERE FOOTINGS/BARRIERS SEPARATE THE SUB-SLAB AGGREGATE OR GAS-PERM. MATERIALS; EA. AREA SHALL BE FITTED W/ AN INDIV. VENT PIPE & CONNECTED TO A SINGLE OR MULITPLE VENTS AT THE ATTIC EXTENDING THROUGH THE ROOF AS SPECIFIED. SEE "ALT." DETAIL ABOVE FOR PIPES EXTENDING THROUGH FOOTINGS.

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RADON SYSTEM

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SCALE: 3/4" = 1'- 0"

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PASSIVE SUBSLAB

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ATTIC

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ATTIC

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ALT. - A 3" PIPE SHALL BE INSTALLED HORIZONTALLY THROUGH FOOTINGS AND SHALL BE EXTENDED MIN. 3" INTO GRAVEL BOTH SIDES TO ALLOW RADON TO PASS THROUGH BARRIER AT NON-LOAD BEARING OPENINGS ONLY.

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3" DIA MIN. OPTION

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ROOF TRUSS NOTES:

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1. ROOF TRUSSES TO BE REVIEWED BY BUILDER FOR ROOF TRUSSES TO BE REVIEWED BY BUILDER FOR COMPLIANCE WITH PLANS PRIOR TO START OF CONSTRUCTION. A. MIN. (4) 2X4'S BELOW EA. BEARING POINT OF EA. MIN. (4) 2X4'S BELOW EA. BEARING POINT OF EA. GIRDER TRUSS. B. IF ANY POINT LOAD EXCEEDS 8,000 LBS SUBMIT IF ANY POINT LOAD EXCEEDS 8,000 LBS SUBMIT PLANS TO ARCHITECT/ENGINEER FOR REVIEW. C. IF ANY GIRDER TRUSS BEARS ON HEADERS THAT IF ANY GIRDER TRUSS BEARS ON HEADERS THAT SPAN MORE THAN 5'-0" REPLACE (2)2X10'S WITH (2) 1 3/4"X 9 1/2" LVL'S. D. IF ANY TRUSSES BEAR ON INTERIOR WALLS VERIFY IF ANY TRUSSES BEAR ON INTERIOR WALLS VERIFY STRUCTURE IS DESIGNED FOR LOADING AT THIS LOCATION. 2. TRUSSES TO BE DESIGNED FOR LIGHT ROOF TRUSSES TO BE DESIGNED FOR LIGHT ROOF COVERING. 3. ALL EXTERIOR HEADERS SHALL BE MIN (2) #2 2x10. ALL EXTERIOR HEADERS SHALL BE MIN (2) #2 2x10. 4. 2x SUPPORT CONT. TO BEARING STRUCTURE BELOW OR 2x SUPPORT CONT. TO BEARING STRUCTURE BELOW OR FOUNDATION. 5. INSTALL SIMPSON H2.5 CLIP AT EACH END & INSTALL SIMPSON H2.5 CLIP AT EACH END & INTERMEDIATE BEARING OF ALL TRUSSES.

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2x SILL PLATE

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DIM. OF SHEATHING

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CONCRETE FOUNDATION (3000 # MIN.)

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[1] MIN. 1/2" DIA A.B. @ 3'-0" O.C.; 7" EMBEDMENT MIN.

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8'-0" / 9'-0" / 10'-0"

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SHEATHING AS LISTED BELOW

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2x STUDS @ 16" O.C.

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[2] 2x4 TOP PLATES

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1.

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Braced Wall Panel Construction Methods from 2015 IRC Section R602.10.2:

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WSP (Wood Structural Panel) Wood structural panel sheathing with a thickness not less than 7/16 inch for 16-inch stud spacing and 24-inch stud spacing. Wood structural panels shall be installed in accordance with Table R602.10.2. Panel Nail spacing 6" from edge and 12" in field per table R602.3(3). size nails per table R602.3(1) SFS (Structural fiberboard Sheathing) One-half-inch or 25/32-inch thick structural fiberboard sheathing applied veritcally or horizontally on studs spaced a maximum of 16 inches on center. Structural fiberboard sheathing shall be installed in accordance with Table R602.10.2. GB (Gypsum Board Single(1)Gypsum board with minimum 1/2-inch thickness placed on studs spaced a maximum of 24 inches on center and fastened at 7 inches on center with the size nails specified in Table R602.10.2 for sheathing and Table R602.10.2 for interior gypsum board. PBS (Particle Board Sheathing) Particleboard wall sheathing panels (per Section R605) installed in accordance with Table R602.10.2. PCP (Portland Cement Plaster) Portland cement plaster on studs spaced a maximum of 16 inches on center and installed in accordance with Section R703.6. HPS (Hardboard Panel Siding) Hardboard panel siding for maximum 16" wood stud spacing when installed in accordance with Table R602.10.2. CS-WSP (Continuous Sheathed Wood Structural Panel) required braced wall lines to be continuously sheathed above and below openings and at gable ends with a minimum of " wood structural panel sheathing. 38" wood structural panel sheathing. VERIFY MANUFACTURERS SPECS FOR BRACED WALL PANEL INSTALLATION REQUIREMENTS PRIOR TO CONSTRUCTION.

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2.

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3.

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4.

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5.

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6.

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7.

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HOLD DOWN DEVICE, (2)3500 # CAPACITY (MIN.) SIMPSON STRAP TIE STHD14 OR EQUAL(PFH)

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CONCRETE FOUNDATION (3000 PSI MIN.)

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(1) 5/8" DIA A. B. - 7" EMBEDMENT (PFH) OR

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8d NAILS AT 3" O.C., ALL PLATES, HEADERS AND STUDS

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APA RATED SHEATHING 7/16" MIN. 24/ EXP 1

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2 - 2x STUDS, NAIL SHEATHING TO EACH STUD.

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NAIL SHEATHING TO HEADER AT 3" O.C. BOTH WAYS.

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MIN. 3 X 11 1/4 HEADER

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8'-0"

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9'-0"

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10'-0"

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[2] 2x4 TOP PLATES

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3 - 2x PLATES, NAIL SHEATHING TO EACH PLATE.

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1,000 lb. STRAP OPPOSITE SIDE AS SHEATHING BOTH SIDES OF 16'-0" MAX. OPENING

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PFH - ONE STORY STRUCTURES ONLY CONTRIBUTING LENGTH = 48"

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2015 I.R.C. R602.10.1 - R602.10.11

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CS-PF - TWO STORY CONTRIBUTING LENGTH = ACTUAL LENGTH

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PFH - FIRST STORY OF TWO STORY STRUCTURE CONTRIBUTING LENGTH = 48"

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(2) 1/2" DIA A. B. - 7" EMBEDMENT (CS-PF)

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W/2X2X3/16" PLATE WASHER

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PFG - MAX WALL HEIGHT = 8'-0" STRUCTURE CONTRIBUTING LENGTH = 1.5(ACTUAL LENGTH) 36"

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11'-0"

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PORTAL PANEL PFH, PFG, CS-PF

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SCALE: 3/4" = 1'- 0"

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REF. CODE FOR WALL HEIGHTS GREATER THAN 10'-0"

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BRACED WALL PANEL

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SCALE: 3/4" = 1'- 0"

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SOLID BLOCKING WITHIN 24" OF MID POINT OF WALL - 8d NAILS @ 3" O.C.

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2015 I.R.C. R602.10.1 - R602.10.11

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A5 of 5

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WILLOW

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PROJECT # 218-370 APRIL 05, 2018

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RELEASE: 1.0

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DATE: 04.06.18

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LAWRENCE, KANSAS

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1-1/2 STORY PLAN

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THESE CONTRACT DOCUMENTS CONSIST OF A BUILDERS SET OF PLANS. THE BUILDER IS RESPONSIBLE FOR COMPLYING WITH THE ENERGY REQUIREMENTS AND OTHER REQUIREMENTS OF THE 2012 INTERNATIONAL RESIDENTIAL CODE. ALL ADDITIONAL INFORMATION REQUESTED BY THE AUTHORITY HAVING JURISDICTION SHALL BE PROVIDED BY THE BUILDER.

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