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HomeMy WebLinkAboutGN 1 INDEXSheet Information Copyright © 2017, (2017) The Drees Company. All Rights Reserved. 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 RESIDENCE FOR: House Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Drawn By: 0C.1 BAN 14296 DUFTON COURT ALBANY PLACE ALB-0037-00 04/23/2018 MELLISA P. SERIES_NM PLAN_NM 859-578-4290 the CRESTWOOD SSP Elevation "B" Cover Sheet Index to the Drawings Sheet No. Sheet Name 0C.1 Cover Sheet 0N.1 General Notes 0P.1 Plot Plan 1.01 Foundation Plan 1.02 Lower Level Framing Plan 1.03 Lower Level Mechanical Plan 2.01F First Floor Framing Plan 2.01S First Floor Structural Plan 2.02F Second Floor Framing Plan 2.02S Second Floor Structural Plan 2.04 Roof Plan 3.01 First Floor Subfloor Plan 3.02 Second Floor Subfloor Plan 4.01 First Floor Mechanical Plan 4.02 Second Floor Mechanical Plan 5.01 Building Sections 6.01 Front Elevation 6.02 Garage Side Elevation 6.03 Rear Elevation 6.04 Side Elevation 7.01 House Specific Details 7.02 House Specific Details 7.03 House Specific Details Division: INDIANAPOLIS Building Code: 2005 INDIANA RESIDENTIAL CODE Redraws Plan Review: XX/XX/XX Xxxxx Plan Review: XX/XX/XX Xxxxx Customer Plan Review Signature I understand that my new Drees home will be built in general comformance to the plans, specifications, selections and the Purchase Agreement, all of which I have reviewed and approved. This set of plans may not reflect the elevations or options for my house. Drees draws the standard plans complete with the most common options. The subcontractor's sets will show only the options I selected in my ELEVATION NOTES SECTION, DETAILS & ROOF PLAN NOTES - PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. UNLESS NOTED OTHERWISE. - SEE TRUSS MANUFACTURER'S SHOP DRAWINGS FOR TRUSS LAYOUT AND DESIGN INCLUDING GIRDER TRUSSES AND BEAM LOCATIONS. - ALL GIRDER TRUSSES TO BE BOLTED TOGETHER ACCORDING TO MANUFACTURER'S SPECIFICATIONS, WHERE REQUIRED. - TRUSSES TO BE BRACED AND INSTALLED ACCORDING TO MANUFACTURER SPECIFICATIONS. - TRUSS MANUFACTURER'S DIMENSIONS ARE TO OUTSIDE OF SHEATHING. - ROOF TRUSS MANUFACTURER TO SPECIFY ALL CONNECTIONS AND HANGERS ON SHOP DRAWINGS. - REFER TO HIB-91 OF TPI (TRUSS PLATE INSTITUTE) FOR SPECIFIC BRACING RECOMMENDATIONS AND REQUIREMENTS. - ENGINEERED TRUSS DRAWINGS ALONG w/ HIB-91 ARE TO BE PROVIDED TO FIELD BY TRUSS MANUFACTURER PRIOR TO ERECTION OF TRUSSES. - PROVIDE A 2x4 LEDGER TO ACCEPT ROOF SHEATHING WHERE A FIRST FLOOR ROOF MEETS THE SIDE OF A SECOND FLOOR. - A SELF-ADHERING POLYMER MODIFIED BITUMINOUS SHEET SHALL BE USED FROM THE EAVES EDGE TO A POINT AT LEAST 24" INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. - PROVIDE 15# FELT PAPER UNDER SHINGLES - CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL TEMPORARY SHORING AND BRACING DURING CONSTRUCTION FOR ALL ELEMENTS INCLUDING WALLS, JOISTS, TRUSSES COLUMNS, MASONRY AND OTHERS AS REQUIRED. - ROOF TRUSSES WILL BE FASTENED BY CONNECTORS THAT WILL RESIST A MINIMUM OF 175 LBS OF UPLIFT. - WINDOW STYLE AND MULLIONS MAY VARY FROM ELEVATION DEPENDING UPON MANUFACTURER, STYLE, PATTERN, TYPE, ETC. - FRONT DOOR COACH LIGHTS (IF ANY) TO BE SET AT 5'-8" ABOVE FINISHED SURFACE. - GRADE AWAY FROM FOUNDATION WALLS SHALL FALL A MINIMUM OF 6" WITHIN THE FIRST 10'. - PROVIDE HOUSE WRAP OVER ENTIRE HOUSE (INCLUDING GABLES). - PROVIDE BRICK WEEP HOLES WITH WEEP CARDS AT 33" o.c. WITH BRICK VENEER. - PROVIDE FLASHING AND WEEP HOLES ABOVE BRICK ANGLE IRONS. - PROVIDE BRICK WALL TIES AT 16"o.c. HORIZONTALLY AND VERTICALLY. PROVIDE BRICK WALL TIES WITHIN 12" OF ANY BRICK OPENINGS AT A MAXIMUM OF 36" o.c. AROUND OPENING. - PROVIDE TWO LAYERS OF TYVEK IN ALL AREAS OF STONE. REFER TO DETAIL ON SHEET 7.01 FOR INSTALLATION DETAILS. - PAD OUT ALL GABLE ENDS (WITHOUT GABLE EXTENSIONS) WITH 1-1x6 WITH THE 1x8 OVER THE TOP TO COVER THE ENDS OF THE SIDING, WHERE SPECIFIED BY HOUSE AND ELEVATION. - USE EXTERIOR PROTECTIVE COVERINGS ON ALL DIRECT VENT FIREPLACES (IF ANY). - EXTERIOR STEPS TO HAVE A MAXIMUM 8" RISER. WHEN VERTICAL RISE EXCEEDS 30" OR FOUR OR MORE CONTINUOUS RISERS, A HANDRAIL IS REQUIRED GENERAL NOTES - INDIANAPOLIS FOUNDATION NOTES FRAMING NOTES MECHANICAL NOTES - ALL FOUNDATION WALLS TO BE CAST IN PLACE CONCRETE 3000 PSI MIN. UNLESS OTHERWISE NOTED. - PROVIDE FOOTER DRAIN TILE ON OUTSIDE OF FOOTER TO SUMP PUMP OR TO DAYLIGHT. - BASEMENT WINDOW LOCATIONS MAY VARY FROM DRAWING DUE TO LOT CONDITIONS. - BACKFILL ADJACENT TO FOUNDATION WALLS SHALL NOT BE PLACED UNTIL THE WALL HAS SUFFICIENT STRENGTH AND HAS BEEN ANCHORED TO THE FLOOR OR HAS BEEN SUFFICIENTLY BRACED TO PREVENT DAMAGE BY THE BACKFILL. - ASSUMED ALLOWABLE SOIL BEARING PRESSURE: 2,000 p.s.f. - WATERPROOF FOUNDATION WITH BITUMINOUS SPRAY. - VERTICAL CONTROL JOINTS IN BASEMENT FOUNDATION WALLS - STANDARD LOCATION GUIDELINES: 1) PLACE A CONTROL JOINT IN ALL UNBRACED WALLS OVER 30' IN LENGTH. (NOTE: "T" WALLS AND CORNERS COUNT AS A BRACE). 2) WINDOWS THAT ARE LARGER THAN THE STANDARD BASEMENT WINDOW REQUIRE A CONTROL JOINT. 3) CONTROL JOINTS ARE NOT REQUIRED AT EVERY WINDOW THAT IS STANDARD SIZE. 4) IF THERE IS A STANDARD WINDOW LOCATED IN A WALL SEGMENT THAT REQUIRES A CONTROL JOINT, THEN THE CONTROL JOINT SHOULD BE PLACED ON THE SIDE OF THE WINDOW THAT IS ADJACENT TO THE LONG SIDE OF THE WALL. IF THERE IS MORE THAN ONE WINDOW IN A WALL THEN ONLY ONE WINDOW SHOULD HAVE A CONTROL JOINT. 5) DOORS DO NOT GET CONTROL JOINTS. 6) CONTROL JOINTS SHOULD NOT BE LOCATED WITHIN 3' OF A BEAM POCKET. 7) CONTROL JOINTS ARE REQUIRED AT THE FIRST AND LAST STEP DOWN AT STEPPED BASEMENT FOUNDATION WALLS. - INTERIOR FLATWORK SHALL HAVE A MINIMUM CONCRETE STRENGTH OF 3,000 PSI. - EXTERIOR FLATWORK/GARAGES SHALL HAVE A MINIMUM CONCRETE SRENGTH OF 4,500 PSI - FOOTINGS TO A MINIMUM CONCRETE STRENGTH OF 2500 PSI, UNLESS OTHERWISE NOTED - PLACE GARAGE SLAB CONTROL JOINTS PERPENDICULAR TO ONE ANOTHER, EACH STARTING FROM THE CENTERLINE OF GARAGE WALL. WHEN OVERDIG EXCEEDS 2'-0", SLAB CONTROL JOINTS SHOULD BE OFFSET FROM PILASTER 2'-0" WITH ANOTHER JOINT RUNNING PERPENDICULAR. - ALL VERTICAL STEEL AND ALL STEEL IN STRUCTURAL SLABS TO BE GRADE 60. ALL HORIZONTAL STEEL IN FOUNDATION WALLS AND FOOTERS TO BE GRADE 40 STEEL. DESIGN LOADS: FLOORS: 40 psf LIVE LOAD + 10 psf DEAD LOAD = 50 psf UNEXCAVATED 10'-0" TO C.L. OF COLUMN 14'-0" TO C.L. OF COLUMN 15'-0" TO C.L. OF COLUMN 19'-5" TO C.L. OF COLUMN 13'-5" TO C.L. OF COLUMN 16'-0" TO C.L. OF COLUMN 7'-6 1/2" TO C.L. OF BEAM 12'-9" TO C.L. OF BEAM 14'-5" TO C.L. OF BEAM 14'-4" TO C.L. OF BEAM 15'-2" TO C.L. OF BEAM 14'-1 1/2" TO C.L. OF BEAM 6'-5 1/2" C.L. OF FOOTER 4'-11 1/4" TO C.L. OF BEAM/FOOTER 13'-1 1/4" 58'-0" 14'-5" 17'-0" 23'-11" 36'-11 1/2" 9'-0" 1'-4" 16'-0" 20'-3" 42'-11 1/2" 58'-0" 21'-7" 1'-8 1/2" 79'-0" 32'-0 1/2" 1 2 2 2 W8x15 STEEL BEAM W8x40 STEEL BEAM W8x18 STEEL BEAM 3 3 3 4 4 5 6 6 6 SEE SHEET S-1B FOR UNEXCAVATED UNEXCAVATED UNEXCAVATED 2'6" DEN 2'4" 2'4" BATH #6 RECREATION ROOM UP 5'-6" 3'-7" 3'-7" 8'-3" 18'-11" 1 3 4'-9 1/2" 5'-3" 4'-0" 5'-11" 4'-4 1/2" 23'-7" 17'-7 1/2" 10'-0" 2 12'-9 1/2" 3'-2" 5'-7" 1'-0" 4'-0" 5 1/2" 5 1/2" 1'-8 1/2" 4'-7" 3'-2" 3'-7" 13'-8" 5'-0" 4'-10 1/2" SLOPE WALL W/ STAIR STRINGER UNFINISHED BASEMENT 13'-6 1/2" STD. CRAWL SPACE: 4-6" HIGH POURED CONCRETE WALL WITH 2x4 WALL ON TOP STD. CRAWL SPACE: 30" x 24" ACCESS PANEL TO CRAWL SPACE 2'6" 3'-4" 16'-11" 3'-7" 3'-1" 10'-1" 27'-8 1/2" CRAWL SPACE 7'-4 1/2" 28'-11" 13'-2" OPT. WET BAR FLOOR DRAIN 5 5 UNEXCAVATED 4040 SLIDER 4040 SLIDER 2'4" 5'-7" W.I.C. Sheet Information SD SD/CO SD 3 CLG 3 GAS GAS TV CO 4 3 SD CO SD PHONE JACK WALL OUTLET WEATHERPROOF OUTLET 220 VOLT OUTLET GROUND FAULT OUTLET FLOOR OUTLET CABLE TELEVISION JACK SINGLE POLE SWITCH 3-WAY SWITCH 4-WAY SWITCH BLOCK, MOUNT, & SWITCH FOR FUTURE FAN/LIGHT COMBINATION (CENTER, UNLESS OTHERWISE NOTED) EXHAUST FAN AND LIGHT COMBINATION CLG. MTD. EXHAUST FAN WALL MTD. EXHAUST FAN FLUORESCENT LIGHT UNDER CABINET LIGHTING CLG. MOUNTED LIGHT FIXT. WALL MOUNTED LIGHT FIXT. RECESSED CEILING LIGHT DOUBLE SPOTLIGHT FIXT. DIRECTIONAL CAN LIGHT PIN LIGHT WALL SCONCE @ 5'-6" A.F.F. STAIR LIGHT SMOKE DETECTOR HOSE BIB SHOWER HEAD GAS HOOK UP FLOOR DRAIN CO DETECTOR SMOKE DETECTOR/ CO DETECTOR COMBINATION MECHANICAL LEGEND UNEXCAVATED UNEXCAVATED UNEXCAVATED FL/BR DEN BATH #6 (5)16"D SH. 34"x48" RECREATION ROOM OWNERS SUITE TRAY CEILING FAMILY ROOM 12'-1" CEILING KITCHEN 12'-1" CEILING WORKING PANTRY 9'-1" CLG. FAMILY FOYER BUTLERS PANTRY DINING ROOM FOYER STUDY 3060 S/H 3060 S/H 3060 S/H 2050 S/H 3040 S/H 2'4" 2'4" 2'8" 2'6" 2'8" 2'8" 2'4" 2'4" 6080 S.G.D. 8" 8" 8" 8" 8" 10'-7" 16'-4 1/2" 15'-5 1/2" PWD. 10'-1" CLG. W.I.C. OWNERS BATH GARAGE DN UP BENCH 5'-1" 6'-3 1/2" 3'-1" 10" 11'-1" CEILING 3'-4" 5'-10" 3'-1" 9" 4'-10" 9" 3" 3'-5" 3" 2'-0" 3'-10 1/2" 9" 9" 6'-4" 3'-11" 6'-4" 21'-2" 1'-4" 11'-8" 1'-8" 1'-8" 9" 5'-1" 6" 5 1/2" 9" 6'-3" 9" 14'-1" JOIST TO SOLE PLATE (3)10d TOENAILS SOLE PLATE TO JOIST/BLK'G. 10d NAILS @ 6" o.c. STUD TO SOLE PLATE (3)10d TOENAILS TOP OR SOLE PLATE TO STUD (3)10d NAILS RIM TO TOP PLATE 10d TOENAILS @ 6" o.c. BLK'G. BTWN. JOISTS TO TOP PL. (3)10d TOENAILS RAFTER/TRUSS TO TOP PLATE (3)10d TOENAILS + (1) SIMPSON H2.5A GAB. END TRUSS TO DBL. TOP PL. 10d TOENAILS @ 8" o.c. R.T. w/ HEEL HT. 9 1 4" TO 12" 2x10 BLK EVERY 3RD BAY FASTENED TO DBL. TOP PLATE w/ 10d TOENAILS @ 6" O.C. R.T. w/ HEEL HT. 12" TO 16" 2x12 BLK EVERY 3RD BAY FASTENED TO DBL. TOP PLATE w/ 10d TOENAILS @ 6" O.C. R.T. w/ HEEL HT. UP TO 24" LAP WALL SHTG. w/ DBL. TOP PL. & INSTALL ON TRUSS VERT. - FASTEN w/ 8d NAILS @ 6" O.C. R.T. w/ HEEL HT. 24" TO 48" LAP WALL SHTG. w/ DBL. TOP PL. & INSTALL ON TRUSS VERT. - FASTEN w/ 8d NAILS @ 6" O.C. PROVIDE 2x BLK @ EA. BAY AT TOP OF HEEL DOUBLE STUD 10d NAILS @ 24" o.c. DOUBLE TOP PLATE 10d NAILS @ 24" o.c. DOUBLE TOP PLATE LAP SPLICE (10)10d NAILS IN LAPPED AREA TOP PLATE LAP @ CORNERS & (2)10d NAILS INTERSECTING WALLS WALL TO FOUNDATION WALL SHTG. LAP w/ SILL PL. & FASTENED PER SHEAR WALL FASTENING SPEC. NOTE: 10d NAIL = 3" x 0.131" GUN NAIL CONNECTION SPECIFICATIONS (TYP. U.N.O.) THIS MODEL BEEN DESIGNED TO RESIST LATERAL FORCES RESULTING FROM: 90 MPH WIND IN 2012 IRC (115 MPH WIND ASCE 7-10 WIND MAP, R301.2.1.1) EXP. RISK CAT. SEISMIC CAT. A/B. THIS MODEL HAS BEEN DESIGNED TO RESIST LATERAL FORCES RESULTING FROM: 90 MPH WIND IN 2012 IRC MAP (115 MPH WIND SPEED IN ASCE 7-10 WIND MAP, PER IRC R301.2.1.1) EXP. B, RISK CAT. 2 & SEISMIC CAT. A/B. THE DESIGN WAS COMPLETED PER 2012 IBC (SECTION 1609) & ASCE 7-10, AS PERMITTED BY R301.1.3 OF THE 2012 IRC, OR THE SIMPLIFIED PRESCRIPTIVE PROCEDURE IN ACCORDANCE WITH THE 2012 IRC IF THE PARAMETERS OF SECTION R602.12 COMPLY. ACCORDINGLY, THIS MODEL, AS DOCUMENTED AND DETAILED HEREWITHIN, IS ADEQUATE TO RESIST THE CODE REQUIRED LATERAL FORCES. LATERAL/WALL BRACING & WALL SHEATHING SPECIFICATIONS SEE CONNECTION SPECIFICATIONS CHART FOR STANDARD SHEAR TRANSFER DETAILING. IF ADDITIONAL CAPACITY IS REQUIRED BY DESIGN, IT WILL BE SPECIFICALLY NOTED ON PLAN. 2'4" 2'4" 2'4" 2'6" 2'6" 3060 S/H 3060 S/H 3060 S/H 2'4" 8" 8" HALL BATH BATH #4 BEDROOM #3 BEDROOM #2 GAMEROOM DN OPEN TO BELOW 12'-2 1/2" 8'-8 1/2" 3'-9" 1'-8 1/2" 6'-8 1/2" 5'-0" 23'-10 1/2" 4" 3'-1" 4" 14'-9" 4'-0 1/2" 3'-10 1/2" 6'-6 1/2" 5'-6" 3'-7" 8'-3" 15'-7 1/2" 1'-0" 15'-4" 21'-4 1/2" 36'-8 1/2" 30'-0 1/2" 42'-3" 36'-8 1/2" 15'-4" 21'-4 1/2" 4'-9" 5'-6" 5'-1" 14'-6" 6'-10 1/2" 6" 3060 S/H 3060 S/H 3060 S/H 3060 S/H 8'-0" 13'-6 1/2" 12'-2 1/2" 14'-1" 14'-9" 2 4'-4 1/2" 5 4'-7 1/2" 4'-7" 2'4" W.I.C. W.I.C. A 5.01 11'-7" 5'-0" 5 1/2" 22'-8" 7" 9'-8" HVAC R/A 42'-3" Sheet Information Copyright © 2017, (2017) The Drees Company. All Rights Reserved. 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 JOIST TO SOLE PLATE (3)10d TOENAILS SOLE PLATE TO JOIST/BLK'G. 10d NAILS @ 6" o.c. STUD TO SOLE PLATE (3)10d TOENAILS TOP OR SOLE PLATE TO STUD (3)10d NAILS RIM TO TOP PLATE 10d TOENAILS @ 6" o.c. BLK'G. BTWN. JOISTS TO TOP PL. (3)10d TOENAILS RAFTER/TRUSS TO TOP PLATE (3)10d TOENAILS + (1) SIMPSON H2.5A GAB. END TRUSS TO DBL. TOP PL. 10d TOENAILS @ 8" o.c. R.T. w/ HEEL HT. 9 1 4" TO 12" 2x10 BLK EVERY 3RD BAY FASTENED TO DBL. TOP PLATE w/ 10d TOENAILS @ 6" O.C. R.T. w/ HEEL HT. 12" TO 16" 2x12 BLK EVERY 3RD BAY FASTENED TO DBL. TOP PLATE w/ 10d TOENAILS @ 6" O.C. R.T. w/ HEEL HT. UP TO 24" LAP WALL SHTG. w/ DBL. TOP PL. & INSTALL ON TRUSS VERT. - FASTEN w/ 8d NAILS @ 6" O.C. R.T. w/ HEEL HT. 24" TO 48" LAP WALL SHTG. w/ DBL. TOP PL. & INSTALL ON TRUSS VERT. - FASTEN w/ 8d NAILS @ 6" O.C. PROVIDE 2x BLK @ EA. BAY AT TOP OF HEEL DOUBLE STUD 10d NAILS @ 24" o.c. DOUBLE TOP PLATE 10d NAILS @ 24" o.c. DOUBLE TOP PLATE LAP SPLICE (10)10d NAILS IN LAPPED AREA TOP PLATE LAP @ CORNERS & (2)10d NAILS INTERSECTING WALLS WALL TO FOUNDATION WALL SHTG. LAP w/ SILL PL. & FASTENED PER SHEAR WALL FASTENING SPEC. NOTE: 10d NAIL = 3" x 0.131" GUN NAIL CONNECTION SPECIFICATIONS (TYP. U.N.O.) THIS MODEL HAS DESIGNED TO RESIST LATERAL FORCES FROM: 90 IN 2012 IRC (115MPH WIND SPEED ASCE 7-10 WIND MAP, PER R301.2.1.1) B, RISK SEISMIC CAT. THIS MODEL HAS BEEN DESIGNED TO RESIST LATERAL FORCES RESULTING FROM: 90 MPH WIND IN 2012 IRC MAP (115 MPH WIND SPEED IN ASCE 7-10 WIND MAP, PER IRC R301.2.1.1) EXP. B, RISK CAT. 2 & SEISMIC CAT. A/B. THE DESIGN WAS COMPLETED PER 2012 IBC (SECTION 1609) & ASCE 7-10, AS PERMITTED BY R301.1.3 OF THE 2012 IRC, OR THE SIMPLIFIED PRESCRIPTIVE PROCEDURE IN ACCORDANCE WITH THE 2012 IRC IF THE PARAMETERS OF SECTION R602.12 COMPLY. ACCORDINGLY, THIS MODEL, AS DOCUMENTED AND DETAILED HEREWITHIN, IS ADEQUATE TO RESIST THE CODE REQUIRED LATERAL FORCES. LATERAL/WALL BRACING & WALL SHEATHING SPECIFICATIONS SEE CONNECTION SPECIFICATIONS CHART FOR STANDARD SHEAR TRANSFER DETAILING. IF ADDITIONAL CAPACITY IS REQUIRED BY DESIGN, IT WILL BE SPECIFICALLY NOTED ON PLAN. JOIST TO SOLE PLATE (3)10d TOENAILS SOLE PLATE TO JOIST/BLK'G. 10d NAILS @ 6" o.c. STUD TO SOLE PLATE (3)10d TOENAILS TOP OR SOLE PLATE TO STUD (3)10d NAILS RIM TO TOP PLATE 10d TOENAILS @ 6" o.c. BLK'G. BTWN. JOISTS TO TOP PL. (3)10d TOENAILS RAFTER/TRUSS TO TOP PLATE (3)10d TOENAILS + (1) SIMPSON H2.5A GAB. END TRUSS TO DBL. TOP PL. 10d TOENAILS @ 8" o.c. R.T. w/ HEEL HT. 9 1 4" TO 12" 2x10 BLK EVERY 3RD BAY FASTENED TO DBL. TOP PLATE w/ 10d TOENAILS @ 6" O.C. R.T. w/ HEEL HT. 12" TO 16" 2x12 BLK EVERY 3RD BAY FASTENED TO DBL. TOP PLATE w/ 10d TOENAILS @ 6" O.C. R.T. w/ HEEL HT. UP TO 24" LAP WALL SHTG. w/ DBL. TOP PL. & INSTALL ON TRUSS VERT. - FASTEN w/ 8d NAILS @ 6" O.C. R.T. w/ HEEL HT. 24" TO 48" LAP WALL SHTG. w/ DBL. TOP PL. & INSTALL ON TRUSS VERT. - FASTEN w/ 8d NAILS @ 6" O.C. PROVIDE 2x BLK @ EA. BAY AT TOP OF HEEL DOUBLE STUD 10d NAILS @ 24" o.c. DOUBLE TOP PLATE 10d NAILS @ 24" o.c. DOUBLE TOP PLATE LAP SPLICE (10)10d NAILS IN LAPPED AREA TOP PLATE LAP @ CORNERS & (2)10d NAILS INTERSECTING WALLS WALL TO FOUNDATION WALL SHTG. LAP w/ SILL PL. & FASTENED PER SHEAR WALL FASTENING SPEC. NOTE: 10d NAIL = 3" x 0.131" GUN NAIL CONNECTION SPECIFICATIONS (TYP. U.N.O.) 5-3/4" HEEL CUT 8-3/4" 7-3/4" 6-3/4" 10/12 ROOF PITCH 7/12 8/12 9/12 6/12 HEEL CUT STANDARDS 14/12 9-3/4" 1 '1 -3/4" 1 1 -3/4" 12/12 4-3/4" 5/12 3-3/4" 4/12 INTERMEDIATE TRUSS BEARING WALL GARAGE BEARING WALL 14:12 14:12 14:12 4:12 14:12 14:12 57'-3" 15'-4" 17'-1" 24'-10" 37'-10 1/2" TO C.L. OF FLUSH BEAM 18'-1 1/2" 1'-0 1/2" 60'-3" 57'-3 1/2" 36'-9" 20'-6 1/2" 15'-4 1/2" 21'-4 1/2" 2'-7" 9'-11" 2'-10 1/2" 8'-0" 14'-4 1/2" 1'-0 1/2" 8'-3" 19'-10 1/2" 5'-9" STAIR OPENING 22'-1 1/2" TO STAIR OPENING 8'-10" TO C.L. OF BEAM BELOW 15'-5 1/2" TO C.L. OF BEAM BELOW 14'-4" TO C.L. OF BEAM BELOW 14'-5" TO C.L. OF BEAM BELOW 13'-0 1/2" TO C.L. OF BEAM BELOW 14'-9 1/2" TO C.L. OF BEAM BELOW 6'-5 1/2" 28'-7 1/2" (C.L. OF DRAIN) 31'-1 1/4" 6'-5" 1 14'-1 1/2" BEAM BELOW BEAM BELOW BEAM BELOW BEARING WALL BELOW BEAM BELOW PER MANUFACTURER 1 1 -7/8" I-JOISTS 1-3/4" x 11-7/8" LVL (FLUSH) 1-3/4" x 11-7/8" LVL (FLUSH) END JOIST DOUBLE JOIST 2 (3) 1-3/4" x 11-7/8" LVL (FLUSH) 14'-2" 10 1/2" VERIFY LOCATION OF CHASE W/ TJI MANUFACTURER'S DRAWINGS 4 10'-0" 10'-0" 5 Sheet Information Copyright © 2017, (2017) The Drees Company. All Rights Reserved. 15'-4" 21'-4 1/2" 1'-7 1/2" 4'-2 1/2" TO DRAIN C.L. 25'-2" TO STACK C.L. 25'-6 1/2" 15'-7 1/2" 5'-9" STAIR OPENING 9'-8" TO STAIR OPENING 21'-3 1/2" 3'-7" 3 1/2" 16'-3" 8'-0" 22'-8" 36'-8 1/2" 15'-4" 21'-4 1/2" 42'-3" 1 1 1 9" CANT. 8'-6 1/2" 1 1 1 PER MANUFACTURER 11-7/8" I-JOISTS PER MANUFACTURER 1 1 -7/8" I-JOISTS END JOIST END JOIST 1-3/4" x 11-7/8" LVL (FLUSH) (2) 1-3/4" x 11-7/8" LVL (FLUSH BOTTOM) 4'-4 1/2" 3 1/2" 11'-7" 6'-6 1/2" 7" 4 30'-8" 5 Sheet Information Copyright © 2017, (2017) The Drees Company. All Rights Reserved. 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 RESIDENCE FOR: House Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Drawn By: 3.02 BAN 14296 DUFTON COURT ALBANY PLACE ALB-0037-00 04/23/2018 MELLISA P. SERIES_NM PLAN_NM 859-578-4290 the CRESTWOOD SSP Elevation "B" WP 3 3 3 3 CLG CLG 3 3 3 3 SD SD/CO WP 3 3 GAS GAS TV CO 4 3 SD CO SD PHONE JACK WALL OUTLET WEATHERPROOF OUTLET 220 VOLT OUTLET GROUND FAULT OUTLET FLOOR OUTLET CABLE TELEVISION JACK SINGLE POLE SWITCH 3-WAY SWITCH 4-WAY SWITCH BLOCK, MOUNT, & SWITCH FOR FUTURE FAN/LIGHT COMBINATION (CENTER, UNLESS OTHERWISE NOTED) EXHAUST FAN AND LIGHT COMBINATION CLG. MTD. EXHAUST FAN WALL MTD. EXHAUST FAN FLUORESCENT LIGHT UNDER CABINET LIGHTING CLG. MOUNTED LIGHT FIXT. WALL MOUNTED LIGHT FIXT. RECESSED CEILING LIGHT DOUBLE SPOTLIGHT FIXT. DIRECTIONAL CAN LIGHT PIN LIGHT WALL SCONCE @ 5'-6" A.F.F. STAIR LIGHT SMOKE DETECTOR HOSE BIB SHOWER HEAD GAS HOOK UP FLOOR DRAIN CO DETECTOR SMOKE DETECTOR/ CO DETECTOR COMBINATION MECHANICAL LEGEND OWNERS SUITE SD/CO SD SD 3 GAS TV CO 4 3 SD CO SD PHONE JACK WALL OUTLET WEATHERPROOF OUTLET 220 VOLT OUTLET GROUND FAULT OUTLET FLOOR OUTLET CABLE TELEVISION JACK SINGLE POLE SWITCH 3-WAY SWITCH 4-WAY SWITCH BLOCK, MOUNT, & SWITCH FOR FUTURE FAN/LIGHT COMBINATION (CENTER, UNLESS OTHERWISE NOTED) EXHAUST FAN AND LIGHT COMBINATION CLG. MTD. EXHAUST FAN WALL MTD. EXHAUST FAN FLUORESCENT LIGHT UNDER CABINET LIGHTING CLG. MOUNTED LIGHT FIXT. WALL MOUNTED LIGHT FIXT. RECESSED CEILING LIGHT DOUBLE SPOTLIGHT FIXT. DIRECTIONAL CAN LIGHT PIN LIGHT WALL SCONCE @ 5'-6" A.F.F. STAIR LIGHT SMOKE DETECTOR HOSE BIB SHOWER HEAD GAS HOOK UP FLOOR DRAIN CO DETECTOR SMOKE DETECTOR/ CO DETECTOR COMBINATION MECHANICAL LEGEND HALL BATH BATH #4 BEDROOM #3 BEDROOM #2 GAMEROOM DN OPEN TO BELOW (5)16"D SH. 1R/1S FL/BR FL/BR FOYER FAMILY ROOM FULL BASEMENT OPEN TO DINING ROOM 9'-1" WOOD TRUSSES PER MANUFACTURER WOOD TRUSSES PER MANUFACTURER 10'-1" W.I.C. W.I.C. 8'-9 1/2" 10'-1" 12'-1" Sheet Information Copyright © 2017, (2017) The Drees Company. All Rights Reserved. 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 RESIDENCE FOR: House Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Drawn By: 5.01 BAN 14296 DUFTON COURT ALBANY PLACE ALB-0037-00 04/23/2018 MELLISA P. SERIES_NM PLAN_NM 859-578-4290 the CRESTWOOD SSP Elevation "B" Building Sections Key Notes: 1 2 3 4 5 6 -- 7 8 9 10 General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. -- -- -- -- -- -- -- -- -- Building Section Through Foyer SCALE: 1/8" = 1'-0" BRICK and STONE LINTEL SCHEDULE SPAN 48" HIGH WINDOW *STONE *BRICK All 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. 36" HIGH LINTEL SIZE ABOVE Up to 6'-0" Up to 8'-3" Up to 9'-3" Up to 16'-3" Up to 6'-0" Up to 8'-3" Up to 9'-3" Up to 16'-3" L7 x 4 x 3 /8 L8 x 4 x 1 /2 L8 x 4 x 1 /2 L6 x 4 x 5 /16 L5 x 3 1 / 2 x 5 /16 L3 1 / 2 x 3 1 /2 x 1 /4 L7 x 4 x 3 /8 **per Design L5 x 3 1 / 2 x 5 /16 L4 x 3 1 / 2 x 1 /4 L7 x 4 x 3 /8 **per Design **per Design **per Design L6 x 4 x 3 /8 L8 x 4 x 1 /2 ---- ---- ---- ---- ---- ---- ---- ---- CORNER TRIM 7 12 BRICK VENEER 1x4 TRIM Sheet Information Copyright © 2017, (2017) The Drees Company. All Rights Reserved. 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 RESIDENCE FOR: House Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Drawn By: 6.02 BAN 14296 DUFTON COURT ALBANY PLACE ALB-0037-00 04/23/2018 MELLISA P. SERIES_NM PLAN_NM 859-578-4290 the CRESTWOOD SSP Elevation "B" Garage Side Elevation Key Notes: 1 2 3 4 5 6 -- 7 8 9 10 General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 2. ROOFING MATERIAL PER SELECTIONS. 3. REFER TO LINTEL SCHEDULE AS NEEDED ON SHEET 6.01. -- -- -- -- -- -- -- -- -- TYPICAL TRIM: 6" FASCIA (ALL SIDES) (FRONT ONLY, UNLESS OTHERWISE NOTED) 8" FRIEZE 05/18/18 William Hohlt CORNER TRIM 7 12 HORIZONTAL SIDING 8" TRIM BRICK VENEER SEE COLUMN DETAIL G/7.02 TO BOTTOM OF WINDOW 3'-2 7/8" Sheet Information Copyright © 2017, (2017) The Drees Company. All Rights Reserved. 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 RESIDENCE FOR: House Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Drawn By: 6.03 BAN 14296 DUFTON COURT ALBANY PLACE ALB-0037-00 04/23/2018 MELLISA P. SERIES_NM PLAN_NM 859-578-4290 the CRESTWOOD SSP Elevation "B" Rear Elevation Key Notes: 1 2 3 4 5 6 -- 7 8 9 10 General Notes: -- -- -- -- -- -- -- -- -- 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 2. ROOFING MATERIAL PER SELECTIONS. 3. REFER TO LINTEL SCHEDULE AS NEEDED ON SHEET 6.01. TYPICAL TRIM: 6" FASCIA (ALL SIDES) (FRONT ONLY, UNLESS OTHERWISE NOTED) CORNER TRIM PRE-FAB FIREPLACE SEE SHEET FP.3 SEE COLUMN DETAIL G/7.02 BRICK VENEER 3'-0" 3'-2 7/8" Sheet Information Copyright © 2017, (2017) The Drees Company. All Rights Reserved. 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 RESIDENCE FOR: House Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Drawn By: 6.04 BAN 14296 DUFTON COURT ALBANY PLACE ALB-0037-00 04/23/2018 MELLISA P. SERIES_NM PLAN_NM 859-578-4290 the CRESTWOOD SSP Elevation "B" Side Elevation Key Notes: 1 2 -- 3 4 5 6 -- 7 8 9 10 General Notes: -- -- -- -- -- -- -- 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 2. ROOFING MATERIAL PER SELECTIONS. 3. REFER TO LINTEL SCHEDULE AS NEEDED ON SHEET 6.01. TYPICAL TRIM: 6" FASCIA (ALL SIDES) (FRONT ONLY, UNLESS OTHERWISE NOTED) 8" FRIEZE 05/18/18 William Hohlt 4'-4 1_ 2 3'-7" " 3-1/2" WALL STAIR STRINGER 6'-1" 2 1_ 4 " 10" 10" 7 3_ 8 4'-11" " TOP OF LANDING 9'-10 1_ 8 " 16 RISERS @ 7-3/8" 15 TREADS @ 10" 8'-9 1_ 2 " 7'-5 1_ 4 " HEADROOM 7 1_ 4 4'-9 " 3_ 4 " TOP OF LANDING 9'-7 1_ 2 " 16 RISERS @ 7-1/4" 15 TREADS @ 10" 8'-9 1_ 2 " 7'-5 5_ 8 " HEADROOM 9'-11" B A TYPICAL WALL SECTIONS SCALE: 1/2" = 1'-0" GRADE TYPICAL SECTION THROUGH PORCH SLAB SCALE: 1/2" = 1 '-0" PER PLAN BRICK OR FAUX STONE, WHEN PRESENT AT PORCH, SITS ON SLAB. STUD WALL IS 4" OFF OF FRONT FACE OF FOUNDATION WALL, UNLESS OTHERWISE NOTED ON FOUNDATION PLAN. 6 MIL. POLY 1 1_ 2 6" " REBAR PER SPECIFICATION MANUAL BASEMENT FOUNDATION WALL TOP OF BASEMENT FOUNDATION WALL HOUSE WRAP TO LAP OVER 6 MIL. POLY F 7.02 BOX COLUMN - PLAN VIEW 1 0" 1 0" 1x4 WRAP AT BOTTOM & TOP, W/ EDGE CUT AT 45°. 4x4 P.T. WOOD POST 1x10 1x4 BEVELED TRIM 1x4 BEVELED TRIM SHEATHING/ VINYL SOFFIT 1'-0 5_ 8 " 7 1_ 4 " BLOCKING HEADER OUTSIDE ELEVATION SECTION A-A THROUGH PIER INSIDE ELEVATION SIMPSON MSTA49 STRAP, CENTERED @ BOTTOM OF HEADER- LOCATE ON INSIDE FACE OF WALL. IF PANEL SPLICE IS NEEDED IT SHALL OCCUR WITHIN MIDDLE 24" OF WALL HEIGHT. PROVIDE 2x HORIZONTAL BLOCKING TO SUPPORT PANEL EDGES. FASTEN SHEATHING TO HEADER WITH 8d COMMON NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.C. IN ALL FRAMING (STUDS & SILLS) - TYPICAL. 1/2" DIA. ANCHOR BOLT W/ 7" MIN. EMBEDMENT & 2"x2"x3/16" PLATE WASHER, TYP. SEE TYP. CORNER FRAMING DETAIL SIMPSON MSTA49 STRAP, OPPOSITE SIDE OF SHEATHING. (SEE SECTION A-A) TYP. INSTALL PER MANUF. SPEC. FASTEN TOP PLATE TO HEADER W/ 2 ROWS OF 16d NAILS @ 3" O.C. 3"x11 1 /4 " MIN. HEADER (SEE PLANS) 16d SINKER NAILS IN (2) ROWS @ 3"O.C. NOTE: ALL SHEATHABLE AREAS OF EXTERIOR WALL SHALL BE FULLY SHEATHED WITH 1 / 2 " PLYWOOD OR 7 /16 " OSB PLAN VIEW OF CORNER DETAIL 16d NAIL AT 12" O.C. ANCHOR BOLTS PER CODE (2 MIN.) WITH 2"x2"x 3 /16 " PLATE WASHERS. 10'-0" MAX. TO TOP OF HEADER FINISHED WIDTH < 18'-0" MIN. PANEL WIDTH BASED ON 6:1 HEIGHT-TO-WIDTH ASPECT RATIO FOR EXAMPLE: 16" MIN. FOR 8' HEIGHT EXTENT OF HEADER BLOCKING AS REQ'D FOR SHEATH'G SPLICE 10'-0" MAX. TO TOP OF HEADER FINISHED WIDTH < 18'-0" SHEATHING FILLER AS REQ'D A 8D NAIL @ 6" O.C. IN ALL PANEL EDGES NOT PART OF PORTAL FRAME KING STUD 7/ 16" OSB OR 1/ 2" PLYWOOD SHEATHING, CONTINUOUS FROM TOP TO BOTTOM OF WALL, OR FROM TOP OF WALL TO PERMITTED SPLICE AREA. PONY WALL (3'-0"MAX.) 12' MAX. WALL HEIGHT FASTEN HEADER TO KING STUDS W/ (6) 16d SINKERS MIN. (2) JACK STUDS OR AS NOTED ON PLANS EXTENT OF HEADER PONY WALL (3'-0" MAX) 12' MAX. WALL HEIGHT 3"x11 1 /4 " MIN. HEADER (SEE PLANS) MIN. (2) JACK STUDS OR AS NOTED ON PLANS LOCATE HEADER @ TOP OF OPENING 24 1 /2 24 1 " /2 " PORTAL FRAME WALL SEGMENT A LOCATE HEADER @ TOP OF OPENING JACK STUD SCALE: N.T.S. GARAGE PORTAL FRAME BRACING ELEVATION BOTH SIDES OF GARAGE DOOR 1 7.03 TYPICAL SHEAR TRANSFER DETAIL BETWEEN FLOORS @ INTERIOR WALL SCALE: 3/4"=1'-0" 2x EXTERIOR SHEAR WALL ABOVE. 2x INT. WALL BELOW FLOOR SYSTEM (SEE PLANS) FASTEN SOLE PLATE TO RIM BOARD w/ 10d NAILS @ 6" O.C. EXTEND EXTERIOR SHEATHING TO BOTTOM OF RIM BOARD LOW ROOF TRUSSES (SEE PLANS) TRUSS HANGER (PER MANUF. AS REQ'D.) TYPICAL SHEAR TRANSFER DETAIL BETWEEN FLOORS @ INTERIOR WALL SCALE: 3/4"=1'-0" 2x EXTERIOR SHEAR WALL ABOVE. 2x INT. WALL BELOW FASTEN SOLE PLATE TO RIM BOARD w/ 10d NAILS @ 6" O.C. EXTEND EXTERIOR SHEATHING TO BOTTOM OF RIM BOARD LOW ROOF TRUSSES (SEE PLANS) TRUSS HANGER (PER MANUF.) 2x LEDGER (SEE PLANS) 3 7.03 4 7.03 NOT TO SCALE GARAGE PORTAL FRAME BRACING ELEVATION CENTER PIER BETWEEN 2 GARAGE DOORS MIN. WIDTH BASED ON 6:1 HEIGHT-TO-WIDTH ASPECT RATIO FOR EXAMPLE: 16" MIN. FOR 8' HEIGHT 10'-0" MAX. TO TOP OF HEADER 12' MAX. WALL HEIGHT MIN. (2) JACK STUDS OR AS NOTED ON PLANS MIN. (2) JACK STUDS OR AS NOTED ON PLANS BLOCKING AS REQ'D FOR SHEATH'G SPLICE OUTSIDE ELEVATION IF PANEL SPLICE IS NEEDED IT SHALL OCCUR WITHIN MIDDLE 24" OF WALL HEIGHT. PROVIDE 2x HORIZONTAL BLOCKING TO SUPPORT PANEL EDGES. FASTEN SHEATHING TO HEADER WITH 8d COMMON NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.C. IN ALL FRAMING (STUDS & SILLS) - TYPICAL. ANCHOR BOLTS PER CODE (2 MIN.) WITH 2"x2"x3/16" PLATE WASHERS. SIMPSON MSTA49 STRAP, OPPOSITE SIDE OF SHEATHING. (SEE SECTION A-A) TYP. INSTALL PER MANUF. SPEC. FASTEN TOP PLATE TO HEADER W/ 2 ROWS OF 16d NAILS @ 3" O.C. INSIDE ELEVATION PONY WALL (3'-0" MAX) A A LOCATE HEADER @ TOP OF OPENING NOTE: ALL SHEATHABLE AREAS OF EXTERIOR WALL SHALL BE FULLY SHEATHED WITH 1/2" PLYWOOD OR 7/16" OSB 2 7.03 Sheet Information Copyright © 2017, (2017) The Drees Company. All Rights Reserved. 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 RESIDENCE FOR: House Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Drawn By: 7.03 BAN 14296 DUFTON COURT ALBANY PLACE ALB-0037-00 04/23/2018 MELLISA P. SERIES_NM PLAN_NM 859-578-4290 the CRESTWOOD SSP Elevation "B" House Specific Details General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 2. LETTERED DETAILS ARE TYPICAL FOR THIS HOME & SHALL BE IMPLEMENTED IN ALL APPLICABLE AREAS. THESE DETAILS ARE NOT "CUT" ON THE PLANS. 3. NUMBERED DETAILS ARE PLAN SPECIFIC AND ARE ONLY REQUIRED WHERE SPECIFICALLY INDICATED ("CUT") ON THE PLANS. 05/18/18 William Hohlt 1x8 VENTED SOFFIT 2x2 1x4 1x10 1x6 SHEATHING SHINGLES W/ FELT OVERHANG PER PLAN 10 3_ 4 " SECURE 4x4 POST TO BEAM WITH A SIMPSON LSTA18 STRAP (OR EQUIVALENT) FIELD VERIFY- HEIGHT OF COLUMN MAY VARY PER ELEVATION & PORCH SLAB 10" COLUMN SCALE: 1/2" = 1'-0" G REAR PORCH COLUMN 7.02 SECURE 4x4 POST TO CONCRETE W/SIMPSON ZMAX ABA44 POST BASE (OR EQUIVALENT) 3_ 4 " 4x4 PRESSURE 10" TREATED POST ALUMINUM PLINTH BLOCK 1x10 SECTION OPT. EXTENDED OUTDOOR LIVING RAFTER TAIL DETAIL SCALE: 1/4 = 1'-0" ELEVATION 3D VIEW OUTLINE OF 6" RAKE FASCIA BOARD 6" GUTTER BOARD (BEYOND) 8" RAKE FRIEZE BOARD EXTENDS TO OVERHANG TO COVER SOFFIT (BEYOND) BOTTOM OF VENTED SOFFIT SCALE: 1/4" = 1'-0" B BRICK ARCH DETAIL 7.02 C 7.02 GRADE 1x10 ALUMINUM PLINTH BLOCK 10" 4x4 PRESSURE TREATED POST 3_ 4 " 1 8" TO C.L. OF POST 1_ 2 "O.H. SECURE 4x4 POST TO CONCRETE W/SIMPSON ZMAX ABA44 POST BASE (OR EQUIVALENT) CONCRETE PORCH SLAB A 7.02 FRONT PORCH COLUMN SCALE: 1/2" = 1'-0" 10" COLUMN 8'-8 3_ 4 " FIELD VERIFY- HEIGHT OF COLUMN MAY VARY PER ELEVATION & PORCH SLAB SECURE 4x4 POST TO BEAM WITH A SIMPSON LSTA18 STRAP (OR EQUIVALENT) 10 3_ 4 " OVERHANG PER PLAN SHINGLES W/ FELT SHEATHING 1x6 1x10 1x4 2x2 VENTED SOFFIT 1x8 HEADER BLOCKING 7 1_ 4 " 1'-0 5_ 8 " SHEATHING/ VINYL SOFFIT POURED CONCRETE 1x4 BEVELED TRIM 1x4 BEVELED TRIM 1x10 4x4 P.T. WOOD POST 1x4 WRAP AT BOTTOM & TOP, W/ EDGE CUT AT 45°. 1 0" 1 0" BOX COLUMN - PLAN VIEW 5'-3" FRAME OPENING 9'-0" BRICK OPENING 4'-6" BRICK OPENING 8'-0" 1'-0" R3'-0 1_ 2 " 5'-11 3_ 4 " TOP OF 1ST FLOOR SUBFLOOR TOP OF FOUNDATION WALL 9'-4 1_ 2 " FRAME OPENING Sheet Information Copyright © 2017, (2017) The Drees Company. All Rights Reserved. 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 RESIDENCE FOR: House Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Drawn By: 7.02 BAN 14296 DUFTON COURT ALBANY PLACE ALB-0037-00 04/23/2018 MELLISA P. SERIES_NM PLAN_NM 859-578-4290 the CRESTWOOD SSP Elevation "B" House Specific Details 05/18/18 William Hohlt A 7.01 SCALE: 1/8" = 1'-0" KITCHEN ISLAND 1'-0" 1'-4" 2'-0 1_ 2 " CAB. 4'-6" COUNTERTOP 1 1_ 2 " 11'-3" COUNTERTOP 11'-0" CABINET 1 1_ 2 1 " 1_ 2 " B 7.01 SCALE: 1/8" = 1'-0" C TUB PLATFORM DETAIL 7.01 2x6 WALL 1/2" GYPSUM BOARD 2x4 SHEATHING 2x4 SIDING (HELD 1" DOWN PAST TOP OF FOUNDATION) FLOOR JOIST 1/2" GYPSUM BOARD SHEATHING (2)2x4 TOP PLATE 2x4 2x4 HEADER 1'-0 1_ 4 " (2)2x4 TOP PLATE PRE-ENGINEERED WOOD TRUSS HEADER PER PLANS 1x6 BAFFLE 1'-0 1_ 4 " 1'-0" OVERHANG DOUBLE JOIST DOUBLE JOIST UP SHINGLES W/ FELT SHEATHING FRAMEWRAP RIM BOARD SHEET D1.1 A D2.1 VENTED SOFFIT HEEL CUT SEE L/D2.1 TRIM BOARD PER HOUSE/ SUBDIVISION SPECIFICATIONS 7'-4" 5 1_ 2 " 3'-5" TUB OPENING 3 1_ 2 " 4'-2" 3_ 4 " 10" 2x4 WALL AT FRONT 5 1_ 2 " 10" 6'-5" TUB OPENING 5 1_ 2 " 3'-7" A 1x KICKPLATE INSTALLED BY STAIR MANUFACTURER UP LANDING A DETAIL 10" 10" LANDING B DETAIL 10" 10" 3'-10" 10" 3_ 4 " 10" 10" 10" 10" 2 1_ 4 " 6'-1" 3'-7" 3-1/2" WALL 1x KICKPLATE INSTALLED BY STAIR MANUFACTURER STAIR STRINGER LINE OF SUBFLOOR 10" 10" 10" 3_ 4 " 10" 10" 10" 2 1_ 4 " 5'-3" 3'-10" 10" 10" 10" 3'-7" 4'-4 1_ 2 " 6" 1 1_ 4 " 4'-11 3_ 4 " PROVIDE SOLID BEARING B 2x6 JOISTS 2x6 JOISTS DOUBLE JOIST A DOUBLE JOIST 10" 2 1_ 4 " 5'-3" LINE OF SUBFLOOR 10" 3_ 4 " 10" 10" FACE OF RISER TO FACE OF RISER 4'-4 1_ 2 3'-10 " 1_ 2 " 8'-3" PROVIDE SOLID BEARING B 4'-4 3" 1_ 2 3" " 3'-10" 3" 4'-1" 3" 3'-7" 3" 4'-10 1_ 2 " 3'-7 3" 1_ 2 3" " 4'-1 1_ 2 " STAIRS TO BASEMENT STAIRS TO SECOND FLOOR SIDING SHEATHING STAIR FRAMING DETAILS SCALE: 1/2" = 1'-0" D 7.01 1'-0" 4'-4 1_ 2 3'-10 " 1_ 2 " 8'-3" FRAME TOP OF PLATFORM @ 18" A.F.F. RIM BOARD FLOOR JOIST SHEATHING (2)2x4 TOP PLATE 2x4 2x4 2x4 HEADER BRICK WEEP HOLES AT 24" O.C. AT ALL BRICK SILLS AND WALL BASE STEEL LINTELS 1/2" GYPSUM BOARD 1/2" GYPSUM BOARD SHEATHING SHEATHING 1'-0 1_ 4 " (2)2x4 TOP PLATE HEADER PER PLANS BAFFLE 1'-0 1_ 4 " HEEL CUT SEE L/D2.1 BRICK VENEER W/ 1" AIR SPACE BEYOND 2x4 RIM BOARD 4" PRE-ENGINEERED WOOD TRUSS 1x6 1'-0" OVERHANG SHINGLES W/ FELT SHEATHING A D2.1 VENTED SOFFIT TRIM BOARD PER HOUSE/ SUBDIVISION SPECIFICATIONS BRICKWRAP SHEET D1.1 SIDING SHEATHING BRICK SILL FLASHING FLOOR JOIST FLOOR JOIST SHEATHING BRICK WEEP HOLES AT 24" O.C. AT ALL BRICK SILLS AND WALL BASE E 7.01 E 7.01 11 7_ 8 " 3_ 4 " 8'-10" STAIR OPENING 10'-1 5_ 8 " 16 RISERS @ 7-5/8" 15 TREADS @ 10" 11 7_ 8 " 3_ 4 9'-1" " 4'-5 1_ 4 " TOP OF LANDING 7 5_ 8 " 3'-0" SEE STAIR SECTION DETAIL E/7.01 FOR RISER HEIGHTS PER SUBFLOOR 8'-10" 9'-8" STAIR SECTION SCALE: 1/8" = 1'-0" E 7.01 11-7/8" TJI SUBFLOOR 2x10 SUBFLOOR NOTE: REFER TO SELECTION SHEETS FOR FLOORING MATERIAL PROIR TO CONSTRUCTING STAIRS TO DETERMINE RISER HEIGHTS 9 1_ 4 " 3_ 4 " 8'-10" STAIR OPENING 9'-11" 16 RISERS @ 7-7/16" 15 TREADS @ 10" 9 1_ 4 " 3_ 4 9'-1" " 4'-4" TOP OF LANDING 7 _7 _ 16 " 3'-0" OPT. RAILING NOTE: REFER TO SELECTION SHEETS FOR FLOORING MATERIAL PROIR TO CONSTRUCTING STAIRS TO DETERMINE RISER HEIGHTS 9'-8" STAIR OPENING OPT. RAILING 9'-8" STAIR OPENING 8'-10" 4'-1" 1-1/4" TYP. NOSING 1-1/4" TYP. NOSING 3'-10" 3'-10" Sheet Information Copyright © 2017, (2017) The Drees Company. All Rights Reserved. 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 RESIDENCE FOR: House Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Drawn By: 7.01 BAN 14296 DUFTON COURT ALBANY PLACE ALB-0037-00 04/23/2018 MELLISA P. SERIES_NM PLAN_NM 859-578-4290 the CRESTWOOD SSP Elevation "B" House Specific Details 05/18/18 William Hohlt 8" FRIEZE 05/18/18 William Hohlt ---- ---- ---- ---- ---- ---- ---- ---- ELEVATION 'B' SEE SPEC MANUAL FOR SIDING OVER BRICK DETAIL EXTERIOR PANEL SHEATHING (SMOOTH) BRICK VENEER BRICK SILL EXTEND 1x8 HEADER 3" PAST SIDES OF WINDOW OR TRIM (TYP.) SEE RAFTER TAIL DETAIL C/7.02 RECTANGULAR LOUVER D1 14 12 14 12 1x6 TRIM 1x6 TRIM TEXTURED CEMENT PANEL SHEATHING ARCHED BRICK OPENING (SEE DETAIL B/7.02) SEE COLUMN 1x8 TRIM (RIPPED) DETAIL A/7.02 BRICK SILL PAD 4" OVER BRICK BELOW 8'-0" 2'-6" 2'-6" TEXTURED CEMENT PANEL SHEATHING 1x8 TRIM (2)2040 FIXED (BLACK-OUT) W/ 6" BETWEEN WINDOWS RADIUS = 15'-10 3/4" 3'-3" 3'-3" 3'-0" 3'-2 7/8" 5'-0" 4'-6" Sheet Information Copyright © 2017, (2017) The Drees Company. All Rights Reserved. 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 RESIDENCE FOR: House Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Drawn By: 6.01 BAN 14296 DUFTON COURT ALBANY PLACE ALB-0037-00 04/23/2018 MELLISA P. SERIES_NM PLAN_NM 859-578-4290 the CRESTWOOD SSP Elevation "B" Front Elevation Key Notes: 1 2 3 4 5 6 -- 7 8 9 10 General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 2. ROOFING MATERIAL PER SELECTIONS. -- -- -- -- -- -- -- -- -- TYPICAL TRIM: 6" FASCIA (ALL SIDES) (FRONT ONLY, UNLESS OTHERWISE NOTED) 8" FRIEZE 05/18/18 William Hohlt A 5.01 05/18/18 William Hohlt TO SWITCH BELOW 1R/1S 1 1R/1S 1R/1S W.I.C. W.I.C. HVAC R/A Sheet Information Copyright © 2017, (2017) The Drees Company. All Rights Reserved. 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 RESIDENCE FOR: House Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Drawn By: 4.02 BAN 14296 DUFTON COURT ALBANY PLACE ALB-0037-00 04/23/2018 MELLISA P. SERIES_NM PLAN_NM 859-578-4290 the CRESTWOOD SSP Elevation "B" Second Floor Mechanical Plan Key Notes: 1 2 3 4 5 6 7 8 9 10 -- General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 11 -- 12 -- 13 -- 14 -- 15 -- -- -- -- -- -- -- -- -- RAILING 05/18/18 William Hohlt TRAY CEILING FAMILY ROOM 12'-1" CEILING KITCHEN 12'-1" CEILING DINING ROOM FOYER STUDY W.I.C. OWNERS BATH GARAGE WORKING PANTRY 9'-1" CLG. FAMILY FOYER BUTLERS PANTRY FAMILY READY ROOM 12'-1" CLG. PWD. 10'-1" CLG. DN UP OPEN TO ABOVE 220V BENCH 1R/1S 16"D SHELF @ 5'-7" A.F.F. TAP & DRAIN FL/BR FL/BR FL/BR FL/BR (5)16"D SH. 9'-1" CLG. 4'-0" SEE ISLAND DETAIL B/7.01 1 3 2 TO LIGHT ABOVE TO LIGHT BELOW 1R/1S 1R/1S 1R/1S 1R/1S 1R/1S 1R/1S 22 1/2"x32" ATTIC ACCESS 4 4 6 6 1R/1S 1R/1S R/I PENDANTS (5)16"D SH. R/A DBL OVEN 42"x96" MUDPAN SEAT 7 LOCATE SHOWER CONTROLS HERE GLASS ENCLOSURE LINEN CABINET ATOP VANITY COUNTER RAILING MORNING ROOM TRAY CEILING PRE-FAB FIREPLACE INSERT 5 PANTRY HVAC CHASE OUTDOOR LIVING 11'-1" CEILING REF. SPACE TRAY (DETAIL H/D2.4) 11' -1" CEILING 13'-1" CEILING 12'-1" CEILING 12'-1" CEILING (3)DUSK TO DAWN PHOTOCELL COACH LIGHTS 220V Sheet Information Copyright © 2017, (2017) The Drees Company. All Rights Reserved. 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 RESIDENCE FOR: House Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Drawn By: 4.01 BAN 14296 DUFTON COURT ALBANY PLACE ALB-0037-00 04/23/2018 MELLISA P. SERIES_NM PLAN_NM 859-578-4290 the CRESTWOOD SSP Elevation "B" First Floor Mechanical Plan Key Notes: 1 OUTLET FOR RANGE HOOD/MICROWAVE HELD HIGH - VENT TO EXTERIOR OUTLET FOR DISHWASHER LOCATED IN SINK CABINET 2 3 4 5 6 7 8 9 10 General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. HOLD OUTLET HIGH ON ISLAND 11 12 -- 13 -- 14 -- 15 -- DISPOSAL SWITCH IN SINK CABINET (PUSH BOTTON) SWITCHES FOR BLOWER UNIT WITH DIRECT VENT FIREPLACE ONLY OUTLINE OF SECOND FLOOR ABOVE TILED SHOWER SEAT SLOPED 3/4" FOR WATER RUN-OFF OVER FLEXIBLE CHLORINATED POLYETHYLENE WATERPROOF MEMBRANE (CONTINUE OVER FRONT AND BACK OF SEAT) GAS GAS GAS LINE STUB 05/18/18 William Hohlt Second Floor Subfloor Plan Key Notes: 1 BEARING WALL BELOW 2 3 4 5 6 7 8 9 10 General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 2. JOIST SIZE AND SPACING PER PLANS. 3. ADJUST FRAMING FOR PLUMBING AS NEEDED. 4. JOISTS ARE NOT TO BE PLACE DIRECTLY OVER INTERIOR PARALLEL WALL. (TO PREVENT UNEVEN FLOOR DEFLECTION FROM OCCURRING) -- -- -- -- -- -- -- KEEP THIS SPACE OPEN FOR HVAC RETURN AIR CHASE DOUBLE JOISTS ON EACH SIDE OF HVAC RETURN AIR CHASE 05/18/18 William Hohlt 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 RESIDENCE FOR: House Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Drawn By: 3.01 BAN 14296 DUFTON COURT ALBANY PLACE ALB-0037-00 04/23/2018 MELLISA P. SERIES_NM PLAN_NM 859-578-4290 the CRESTWOOD SSP Elevation "B" First Floor Subfloor Plan Key Notes: 1 PROVIDE DOUBLE JOISTS AND BLOCKING UNDER ALL WALLS AT KITCHEN ISLAND 2 3 4 5 6 7 8 9 10 General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 2. JOIST SIZE AND SPACING PER PLANS. 3. ADJUST FRAMING FOR PLUMBING AS NEEDED. 4. JOISTS ARE NOT TO BE PLACE DIRECTLY OVER INTERIOR PARALLEL WALL. (TO PREVENT UNEVEN FLOOR DEFLECTION FROM OCCURRING) LINE OF BEARING WALL ABOVE (SEE SHEET 2.01F) KEEP THIS SPACE OPEN FOR HVAC CHASES DOUBLE JOISTS ON EACH SIDE OF HVAC CHASES -- -- -- -- -- 05/18/18 William Hohlt 7:12 (SEE SHEET 6.01) CURVED ROOF 14:12 OUTINE OF SECOND FLOOR (SEE SHEET 2.01-FRAMING) EXTENTS OF HIGH CLG PAD DOWN CEILING IN THIS AREA 1'-0" 1'-0" 1'-0" AT BAY 6" O.H. 1'-0" 1'-0" 6" 1'-0" 35' RIDGE VENT 1'-0" 1'-0" 1'-0" 1'-0" STRUCTURAL GABLE END ROOF TRUSS STRUCTURAL GABLE END ROOF TRUSS ROOF GIRDER TRUSS OVERFRAMING @ 24" O.C. OVERFRAMING @ 24" O.C. @ 24" O.C. TRUSS OVERFRAMING @ 24" O.C. OVERFRAMING @ 24" O.C. OVERFRAMING ROOF GIRDER TRUSS 7:12 7:12 1'-0" 1'-0" TRAY CEILING IN TRUSS SPACE (SEE SHEET 2.01F) TRAY CEILING IN TRUSS SPACE (SEE SHEET 2.01F) 11' RIDGE VENT Sheet Information Copyright © 2017, (2017) The Drees Company. All Rights Reserved. 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 RESIDENCE FOR: House Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Drawn By: 2.04 BAN 14296 DUFTON COURT ALBANY PLACE ALB-0037-00 04/23/2018 MELLISA P. SERIES_NM PLAN_NM 859-578-4290 the CRESTWOOD SSP Elevation "B" Roof Plan Key Notes: 1 2 3 General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 05/18/18 William Hohlt ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING. NOTES M&K STND. - DEC. 2015 INDICATES HOLDOWN INDICATES EXTENT OF INT. OSB SHEARWALL, BLOCKED PANEL EDGES, AND/OR 3" O.C. EDGE NAILING PRE-MANUFACTURED PANELIZED WALLS: FASTEN TOGETHER END STUDS OF WALL PANELS SHEATHED w/ OSB OR PLYWOOD w/ 10d NAILS @ 4" O.C. (THRU ONE SIDE ONLY) 3" O.C. EDGE NAILING HORIZONTAL BLOCKING OF EXT. WALL/SHEAR WALL REQUIRED BY THIS DESIGN EXCEPT NOT PANEL EDGES IS FOR THOSE AREAS SPECIFICALLY NOTED. EXT. WALL SHEATHING SPECIFICATION ALL EXT. WALLS SHALL BE CONTINUOUSLY SHEATHED AND ARE CONSIDERED SHEAR WALLS. ALT. STAPLE CONNECTION SPEC: 1 -3/4" 16 GA STAPLES (7/16" CROWN) @ 3" O.C. AT EDGES & @ 6" O.C IN FIELD. BLOCKED PANEL EDGES AT DESIGNATED AREAS - FASTEN SHEATHING w/ 8d NAILS @ 6" O.C. AT ALL PANEL EDGES AND 12" O.C. IN " 16 GA STAPLES 1-3/4 OR THE PANEL FIELD " CROWN) @ 3" O.C. AT EDGES & @ 6" O.C IN FIELD. 7/16 ( AT DESIGNATED AREAS - FASTEN PANEL EDGES OF WOOD STRUCTURAL WALL SHEATHING TO FRAMING w/ NO STAPLE ALTERNATIVE AVAILABLE 8d NAILS @ 3" O.C. . ALL SHEATHING PANELS SHALL BE AT THIS SPEC ORIENTED AND INSTALLED FULL HEIGHT OF SHEAR WALL OR 2x HORIZONTAL BLOCKING SHALL BE PROVIDED TO SUPPORT UNSUPPORTED PANEL EDGES AND 3" O.C. EDGE FASTENING. DESIGN ASSUMES 16" O.C MAX. STUD SPACING, U.N.O. 7/16" OSB OR 15/32" PLYWOOD: FASTEN SHEATHING w/ 8d NAILS @ 6" O.C. AT EDGES & @ 12" O.C. IN THE PANEL FIELD. (TYP, U.N.O.) ALL SHEATHING PANELS SHALL BE ORIENTED AND INSTALLED FULL HEIGHT OF SHEAR WALL OR 2x HORIZONTAL BLOCKING SHALL BE PROVIDED TO SUPPORT ALL UNSUPPORTED PANEL EDGES & EDGE FASTENING. . BEARING WALL BEARING WALL A (2)2x4 KINGS (1) 2x4 JACK EA. SIDE (2)2x6 HDR (2)2x6 HDR (2)2x6 HDR A STRUCTURAL GABLE END ROOF TRUSS STRUCTURAL GABLE END ROOF TRUSS (BELOW) ROOF GIRDER TRUSS @ 24" O.C. ROOF TRUSSES @ 24" O.C. ROOF TRUSSES @ 24" O.C. ROOF TRUSSES (2)2x6 HDR (2)2x6 HDR (2)2x6 HDR(2)2x6 HDR (2)2x4 KINGS (1) 2x4 JACK EA. SIDE B (3)2x4 (3)2x4 (2)2x4 STAIR OPENING 21'-3 1/2" 9'-8" . 5'-9" Sheet Information Copyright © 2017, (2017) The Drees Company. All Rights Reserved. 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 RESIDENCE FOR: House Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Drawn By: 2.02S BAN 14296 DUFTON COURT ALBANY PLACE ALB-0037-00 04/23/2018 MELLISA P. SERIES_NM PLAN_NM 859-578-4290 the CRESTWOOD SSP Elevation "B" Second Floor Structural Plan Key Notes: A SHEATH WALL PER STANDARD EXTERIOR WALL SHEATHING SPECIFICATIONS (SEE NOTES). SHEATHING SHALL EXTEND FULL HEIGHT OF WALL TO TOP OF FIRST FLOOR PLATE B C General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. EXTERIOR WALL SHEATHING SHALL EXTEND FULL HEIGHT OF WALL TO SOLE PLATE. -- 05/18/18 William Hohlt PHONE: [317] 347-7300 RESIDENCE FOR: House Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Drawn By: 2.02F BAN 14296 DUFTON COURT ALBANY PLACE ALB-0037-00 04/23/2018 MELLISA P. SERIES_NM PLAN_NM 859-578-4290 the CRESTWOOD SSP Elevation "B" Second Floor Framing Plan Key Notes: General Notes: REFER TO SHEET 2.02S FOR STRUCTURAL INFORMATION 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 DO NOT LOCATE TRUSS ABOVE PLUMBING WALL. FRAME TOP OF WINDOW AT 2'-0 1/4" DOWN FROM CEILING. 21 TOP OF OPENING AT 8'-1" A.F.F. 22 23 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 2. ALL SECOND FLOOR CEILINGS TO BE 9'-1" ABOVE SUBFLOOR UNLESS OTHERWISE NOTED 3. FRAME TOP OF ALL WINDOWS AT 1'-0 1/4" BELOW TOP OF PLATE UNLESS OTHERWISE NOTED. 4. ALL DROPPED, INTERIOR HEADERS (FALSE AND BEARING) ARE DROPPED 1'-0" FROM CEILING UNLESS CALCULATIONS REQUIRE LARGER HEADERS. 5. REFER TO SELECTION SHEETS FOR FLOORING MATERIAL PRIOR TO CONSTRUCTING STAIRS TO DETERMINE RISER HEIGHTS. -- REFER TO SPECIFICATIONS - HOLD TOP OF WALL EVEN WITH STAIR STRINGER 05/18/18 William Hohlt ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING. NOTES M&K STND. - DEC. 2015 INDICATES HOLDOWN INDICATES EXTENT OF INT. OSB SHEARWALL, BLOCKED PANEL EDGES, AND/OR 3" O.C. EDGE NAILING PRE-MANUFACTURED PANELIZED WALLS: FASTEN TOGETHER END STUDS OF WALL PANELS SHEATHED w/ OSB OR PLYWOOD w/ 10d NAILS @ 4" O.C. (THRU ONE SIDE ONLY) 3" O.C. EDGE NAILING HORIZONTAL BLOCKING OF EXT. WALL/SHEAR WALL REQUIRED BY THIS DESIGN EXCEPT NOT PANEL EDGES IS FOR THOSE AREAS SPECIFICALLY NOTED. EXT. WALL SHEATHING SPECIFICATION ALL EXT. WALLS SHALL BE CONTINUOUSLY SHEATHED AND ARE CONSIDERED SHEAR WALLS. ALT. STAPLE CONNECTION SPEC: 1-3/4" 16 GA STAPLES (7/16" CROWN) @ 3" O.C. AT EDGES & @ 6" O.C IN FIELD. BLOCKED PANEL EDGES AT DESIGNATED AREAS - FASTEN SHEATHING w/ 8d NAILS @ 6" O.C. AT ALL PANEL EDGES AND 12" O.C. IN " 16 GA STAPLES 1-3/4 OR THE PANEL FIELD " CROWN) @ 3" O.C. AT EDGES & @ 6" O.C IN FIELD. 7/16 ( AT DESIGNATED AREAS - FASTEN PANEL EDGES OF WOOD STRUCTURAL WALL SHEATHING TO FRAMING w/ NO STAPLE ALTERNATIVE AVAILABLE 8d NAILS @ 3" O.C. . ALL SHEATHING PANELS SHALL BE AT THIS SPEC ORIENTED AND INSTALLED FULL HEIGHT OF SHEAR WALL OR 2x HORIZONTAL BLOCKING SHALL BE PROVIDED TO SUPPORT UNSUPPORTED PANEL EDGES AND 3" O.C. EDGE FASTENING. DESIGN ASSUMES 16" O.C MAX. STUD SPACING, U.N.O. 7/16" OSB OR 15/32" PLYWOOD: FASTEN SHEATHING w/ 8d NAILS @ 6" O.C. AT EDGES & @ 12" O.C. IN THE PANEL FIELD. (TYP, U.N.O.) ALL SHEATHING PANELS SHALL BE ORIENTED AND INSTALLED FULL HEIGHT OF SHEAR WALL OR 2x HORIZONTAL BLOCKING SHALL BE PROVIDED TO SUPPORT ALL UNSUPPORTED PANEL EDGES & EDGE FASTENING. OUTLINE OF SECOND FLOOR ABOVE STRUCTURAL GABLE END ROOF TRUSS (2x4 SPF #2 STUDS @ 16" O.C.) 11'-1" PLATE HEIGHT (2)2x8 DROPPED BEARING WALL (2)2x8 HDR CONT. (2)2x8 HDR CONT. (2)2x6 HDR (2)2x6 HDR (2)2x6 HDR B 3 7.03 (2)2x8 DROPPED (2)2x8 BEARING WALL DROPPED BEARING WALL (2) 1-3/4" x 9-1/4 LVL DROPPED BEARING WALL ROOF TRUSSES TO BEAR ON EXT. WALL E @ 24" O.C. ROOF TRUSSES D F C BEARING WALL (2)2x8 HDR BEARING WALL 4 7.03 @ 24" O.C. ROOF TRUSSES B (2)2x6 HDR (2)2x6 HDR (2)2x6 HDR (2)2x8 HDR (2)2x8 HDR(2)2x8 HDR (2)2x4 KINGS (1)2x4 JACK EA. SIDE 2x4 RAFTERS AND CLG. JOISTS @ 24" O.C. (2)2x8 HDR (2)2x8 DROPPED (2)2x6 DROPPED @ 24" O.C. ROOF TRUSSES (2)2x10 DROPPED (2)2x4 BEAM POCKET (2)2x4 BEAM POCKET (SEE NOTES) 3" O.C. EDGE NAILING (2)2x4 KINGS (1 )2x4 JACK EA. SIDE @ 24" O.C. ROOF TRUSSES FACE OF BEAM 6'-10" (2) 1-3/4" x 14" LVL HDR CONT. FULL WIDTH OF PORTAL (SEE DETAILS 1 & 2/7.03) PORTAL FRAME MIN. 1'-4" MIN. 1'-4" (2)2x6 HDR (2)2x6 HDR MIN. 1'-4" F (2)2x6 HDR (3)2x4 KINGS (1)2x4 JACK (2)2x4 (3)2x4 KINGS (1)2x4 JACK (3)2x4 (4)2x4 KINGS (1)2x4 JACK (2)2x4 (2)2x4 (4)2x4 KINGS (1)2x4 JACK (3)2x4 (4)2x4 KINGS (1)2x4 JACK (2)2x4 (2)2x4 (4)2x4 KINGS (1)2x4 JACK (3)2x4 (2)2x4 (2)2x4 3-1/2" x 5-1/4" PSL POST (3)2x4 (3)2x4 (2)2x4 (2)2x4 (2)2x4 (2)2x4 (2)2x4 (3)2x4 (3)2x4 (2)2x4 (2)2x4 OPEN TO ABOVE LINE OF 2ND FLOOR ABV. TOP OF BEAM @ 9'-1 " ABOVE FIRST FLOOR SUBFLOOR 8'-10" STAIR OPENING (3)2x4 KINGS (1)2x4 JACK (2)2x4 (3)2x4 KINGS (1)2x4 JACK A A TO STAIR OPENING 3" FROM FRAME WALL BOTTOM OF BEAM @ 1 0'-1 " A.F.F. (2)2x8 HDR CONT. (2)2x8 HDR CONT. I (2)2x12 DROPPED TOP OF (2)2x12 BEAM @ 11'-1" ABOVE FIRST FLOOR SUBFLOOR (TYP. OF 2) (2)2x12 DROPPED (2)2x4 @ 24" O.C. ROOF TRUSSES ROOF GIRDER TRUSS TO FACE OF BEAM 15'-0 3/4" TO FACE OF BEAM 12'-7 1 /4" Sheet Information Copyright © 2017, (2017) The Drees Company. All Rights Reserved. 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 RESIDENCE FOR: House Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Drawn By: 2.01S BAN 14296 DUFTON COURT ALBANY PLACE ALB-0037-00 04/23/2018 MELLISA P. SERIES_NM PLAN_NM 859-578-4290 the CRESTWOOD SSP Elevation "B" First Floor Structural Plan Key Notes: A FLUSH BEAM - SEE SHEET 3.02 B C General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 2. REFER TO SHEETS 3.01 & 3.02 FOR FLOOR SYSTEM INFORMATION. ROOF TRUSSES ATTACHED TO RIM OR LEDGER BOARD W/ HANGERS PER TRUSS MANUFACTURER HANGER PER TRUSS MANUFACTURER FASTENED TO (2)2x4 POST ABOVE (ELEV. A & B) D FLUSH BEAM - CONTINUOUS FULL LENGTH OF WALL W/ CANT'D. END @ KITCHEN E POST SHALL ALIGN W/ COLUMN BELOW - SEE SHEET 1.01 F 2x8 LEDGER (HIGH) FASTENED TO EACH STUD W/ (4) 10d NAILS @ 16" O.C. (MAX.) G -- H -- I 4x4 P.T. POST W/ SIMPSON BC2-2/4 CAP & ABW44Z BASE J 05/18/18 William Hohlt 15'-1" 8'-9" 16'-1" 1'-0" 1 1/2" 9" OPEN TO ABOVE 3'-4" 2'-9" 6 1/2" 3'-1" 3" 9" 6'-8" 7'-4 1/2" 5 3/4" 2'-6 1/4" 5'-3" 5'-6" 3'-7" 4'-5" 6'-1" 5'-11" 3'-7" 4'-4 1/2" 8'-1" 8'-3" 9" 7'-4" 9" 10'-6 1/2" 1'-6" 2'-2" 5 1/2" 5'-1" 3'-1" 13'-3" 3" 9" 1'-10" 3'-1" 1'-0" 4'-9" 7'-11" 11'-0 1/2" 5 1/2" 3'-1" 5 1/2" 4'-0 1/2" 12'-5" 4'-6" 11'-0" TRAY (DETAIL H/D2.4) 32'-1" 7'-11" 13'-2" 9'-10" 2'-11" 4'-11" 4'-11" 6" 6" 2060 S/H 3060 S/H 2060 S/H 2060 S/H 2060 S/H 2060 S/H 3'0"x8'0" 6" 5'-3" 2'-2" 6'-3" 4" 1'-1 1/2" 8'-0" 6" 6" 6'-7" 6'-7" 10" 6'-3 1/2" 3" 8 1/2" 10" 10'-1" 10" 8 1/2" 3'-1 1/2" 4'-6" 7'-8 1/2" 22'-1" 1'-0" 18'-0" 13'-6 1/2" 3050 S/H 3050 S/H 6'-1" 9'-0" 1'-6" FAMILY READY ROOM 12'-1" CLG. 9'-1" CLG. 10'-1" PLATE 10'-1" PLATE SEE GEN. NOTES 12'-1" PLATE 22 1/2"x32" ATTIC ACCESS 34-1/2" HIGH WALL SEE GEN. NOTES 12'-1" PLATE 2 3 3 4 13 TAP & DRAIN 7 7 8 7 7 7 7 7 7 7 9 9 10 12 11 11 11 11 14 15 ARCHED BRICK OPENING (SEE DETAIL B/7.02) 7 10'-1" CEILING SEE COLUMN DETAIL A/7.02 2'-4" 2'-9" 3'-5 1/2" 3'-6" 7" R/A 11'-8" 6'-11" 3'-0 1/2" 7 12'-1 1/2" 2'-1" 5 1/2" 3'-7" 7" 2450 S/H TEMP. 1'-0" 3'-4" 8'-0" 6'-0 1/2" 3'-4" 11 1/2" 3'-1" 11" SEAT 17 22 21 38'-0 1/2" A 5.01 9'-3" 11 11 2'-10" 7'-4 1/2" PRE-FAB FIREPLACE INSERT 2'-0" 8" MORNING ROOM TRAY CEILING TYP. 2'-0" 5'-6 1/2" 7 1'-4" 3'-1" 10'-4 1/2" 6'-10 1/2" 3'-1" 9'-1" 13'-1" CEILING HVAC CHASE FLAT FRAME 2x4 WALL 7'-3" 4'-0" OUTDOOR LIVING 11'-1" CEILING 10" 12'-0 1/2" 5'-0" 1" 4 1/2" 5 1/2" 4'-6 1/2" 4'-6 1/2" 5 1/2" 4 1/2" 5'-0" 1" 10" SEE COLUMN DETAIL G/7.02 PRE-FAB FIREPLACE SEE SHEET FP.3 23 12'-1" CEILING 12'-1" CEILING ALL DOORS TO BE 8' TALL UNLESS NOTED 17'-5" 8'-0" 78'-3" 1'-4" 9'-0" 1'-4" 16'-0" 14'-7" 9'0" x 7'0" GARAGE DOOR 16' x 7' GARAGE DOOR 23 2'-6" 15'-4" 5'-9" 57'-3" 20'-10" 7'-6" 8'-8" 57'-3" 1 '-9" 22'-2 1/2" 61'-3" 6'-0 1/2" 20'-3" TYP. 1'-6" 10'-10" TYP. 2'-0" 14'-8 1/2" 24'-7" 10'-0" 3'-0" 17'-1" Sheet Information Copyright © 2017, (2017) The Drees Company. All Rights Reserved. 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 RESIDENCE FOR: House Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Drawn By: 2.01F BAN 14296 DUFTON COURT ALBANY PLACE ALB-0037-00 04/23/2018 MELLISA P. SERIES_NM PLAN_NM 859-578-4290 the CRESTWOOD SSP Elevation "B" First Floor Framing Plan Key Notes: 1 TOP OF OPENING AT 8'-1" A.F.F. REFER TO SPECIFICATIONS - HOLD TOP OF WALL EVEN WITH STAIR STRINGER SECOND FLOOR LINE ABOVE 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 2. ALL FIRST FLOOR CEILINGS TO BE 10'-1" ABOVE SUBFLOOR UNLESS OTHERWISE NOTED 3. FRAME TOP OF ALL WINDOWS AT 1'-10" BELOW TOP OF PLATE UNLESS OTHERWISE NOTED. 4. ALL DROPPED, INTERIOR HEADERS (FALSE AND BEARING) ARE DROPPED 1'-3" FROM CEILING UNLESS CALCULATIONS REQUIRE LARGER HEADERS. 5. REFER TO SELECTION SHEETS FOR FLOORING MATERIAL PRIOR TO CONSTRUCTING STAIRS TO DETERMINE RISER HEIGHTS. 6. FRAME 11' -1" HIGH WALLS W/ (2)2x4 STUDS @ 16" O.C. (SEE PLANS FOR LOCATION OF TALL WALLS) RE: DETAIL D & E/7.01 FOR BASEMENT STAIR FRAMING DETAILS GARAGE WALL HEIGHT (FROM TOP OF FOUNDATION WALL): 11' -0 1/2" w/ 2x10 FLOOR JOISTS, OR 11'-3 1/8" w/ TJI FLOOR SYSTEM DO NOT LOCATE TRUSS ABOVE PLUMBING WALL. TOP OF 5060 FIXED (TEMP.) WINDOW AT 8'-0 3/4" A.F.F. W/ 5020 FIXED MULLED ABOVE AT 10'-0 3/4" A.F.F. CARPENTER TO DROP ELECTRICAL WIRE THROUGH PORCH CEILING FOR LIGHTS REFRIG. HEADER HELD TO 6'-8" A.F.F. REFER TO SHEET 2.01S FOR STRUCTURAL INFORMATION DO NOT CENTER JOIST/RAFTER OVER FRONT DOOR TO ALLOW FOR CAN LIGHT INSTALLATION. 21 TOP OF OPENING AT 10'-1" A.F.F. 22 23 TOP OF 3060 S/H WINDOW AT 8'-0 3/4" A.F.F. W/ 3020 FIXED MULLED ABOVE AT 10'-0 3/4" A.F.F. FRAME SHOWER SEAT AT 18" HIGH, WITH 2x4 STUDS @ 16" O.C. AND COVER TOP AND SIDES WITH 5/8" WOOD SHEATHING, SLOPE TOP 3/4" FROM BACK TO FRONT FOR WATER RUN-OFF (CONTINUE OVER FRONT & BACK OF SEAT) -- FRAME TOP OF WINDOWS AT 2'-0 1/4" BELOW TOP OF PLATE 4-1/2"H. CURB AT SHOWER BY PLUMBING CONTRACTOR GLASS ENCLOSURE FROM 4-1/2"H. CURB TO CEILING FRAME TOP OF WINDOWS AT 8'-0 3/4" A.F.F. 24 25 05/18/18 William Hohlt RAILING UP RIPPED 1x_ FOR WOOD SILL TO SWITCH ABOVE UNFINISHED BASEMENT FURNACE WH FL/BR WET BAR FLOOR DRAIN DROP CLG. FOR HVAC UNEXCAVATED CRAWL SPACE 1R/1S 1R/1S W.I.C. WS R/I REF. SPACE FL/BR Sheet Information Copyright © 2017, (2017) The Drees Company. All Rights Reserved. 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 RESIDENCE FOR: House Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Drawn By: 1.03 BAN 14296 DUFTON COURT ALBANY PLACE ALB-0037-00 04/23/2018 MELLISA P. SERIES_NM PLAN_NM 859-578-4290 the CRESTWOOD SSP Elevation "B" Lower Level Mechanical Plan Key Notes: 1 2 3 4 5 6 7 8 9 10 General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. -- -- -- -- -- -- 05/18/18 William Hohlt Copyright © 2017, (2017) The Drees Company. All Rights Reserved. 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 RESIDENCE FOR: House Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Drawn By: 1.02 BAN 14296 DUFTON COURT ALBANY PLACE ALB-0037-00 04/23/2018 MELLISA P. SERIES_NM PLAN_NM 859-578-4290 the CRESTWOOD SSP Elevation "B" Lower Level Framing Plan Key Notes: 1 2 3 4 5 6 7 8 9 10 General Notes: STAIRS TO BE ENCLOSED WITH FULL HEIGHT STUDS @ 16" O.C. AND DRYWALLED ON INTERIOR STAIRWELL ONLY TO BOTTOM OF THE RUN RE: DETAIL D & E/7.01 FOR BASEMENT STAIR FRAMING DETAILS -- -- 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 2. REFER TO SELECTION SHEETS FOR FLOORING MATERIAL PRIOR TO CONSTRUCTING STAIRS TO DETERMINE RISER HEIGHTS. 3. REFER TO SHEETS 3.01 & 3.02 FOR FLOOR SYSTEM INFORMATION. 2x4 STUDS HELD 1" FROM FOUNDATION WALL WITH 3-1/2" INSULATION. -- -- -- DROP CEILING FOR HVAC (HOLD TO BOTTOM OF ADJACENT STEEL BEAM) 05/18/18 William Hohlt GARAGE SLAB DETAILS 7 8 8 14 19'-0" 2 W8x10 STEEL BEAM UNEXCAVATED UNEXCAVATED TO C.L. OF COLUMN 8'-0" 12'-8" 61'-0" 36'-5" 7'-0" 14'-8 1/2" TO C.L. OF COLUMN 12'-8" 6'-6" 6" 1'-0" 8'-0" 8" 7'-4" 1'-0" 16'-1" 20'-4" 2'-7" 10'-7" 2'-11" 7'-11" 12'-5" 7'-3" 8" 59'-8" 6 6 9 10 11 9 62'-0" 11'-0" STD. CRAWL SPACE 12'-5" STD. CRAWL SPACE: 4'6" HIGH POURED CONCRETE WALL STD CRAWL SPACE: GRAVEL OVER PLASTIC IN CRAWL SPACE AREA 2 W8x15 STEEL BEAM W8x15 STEEL BEAM (2-SPAN CONT.) (2-SPAN CONT.) SPLICE BEAM HERE, IF REQ'D. (3-SPAN CONT.) W8x18 STEEL BEAM (3-SPAN CONT.) W8x18 STEEL BEAM (3-SPAN CONT.) TO C.L. OF FLUSH BEAM 17'-10" POST ABOVE 17 POST ABOVE 18 5 3 AT KITCHEN ISLAND DOUBLE JOISTS OUTLINE OF KITCHEN ISLAND ABOVE 6 4 19 CJ CJ A 5.01 7'-6 1/2" CJ 19 19 SEE D1.1 C.L. OF COLUMN 5'-2" TO C.L. OF COLUMN 10'-0" 4 4 3 19 10 1/2" 10 DRAIN C.L. 10'-0" FLOOR DRAIN TO C.L. OF DRAIN 27'-0" 7'-6 1/2" 15'-1" 18'-4" 24'-7" 5'-7" 8'-0" 17'-4" UNEXCAVATED 10'-0" 11'-11" 4'-9" 4" 8" 8" 4" 12'-3" 4'-9" 12'-7" 4 1/2" 5'-0" 4 1/2" 5'-0" 4 1/2" 4 1/2" 2'-3" RAISE FOUNDATION 12" ABOVE POURED SLAB 8'-0" 2 2 4040 SLIDER 4040 SLIDER METAL EGRESS WINDOW WELL METAL EGRESS WINDOW WELL CJ Sheet Information Copyright © 2017, (2017) The Drees Company. All Rights Reserved. 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 RESIDENCE FOR: House Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Drawn By: 1.01 BAN 14296 DUFTON COURT ALBANY PLACE ALB-0037-00 04/23/2018 MELLISA P. SERIES_NM PLAN_NM 859-578-4290 the CRESTWOOD SSP Elevation "B" Foundation Plan Key Notes: 1 OUTLINE OF BASEMENT STAIRS SLAB CONTROL JOINT SLAB CONTROL JOINT LOCATED DIRECTLY UNDER STEEL BEAM 3-1/2" DIA. 11 GA. ADJUSTABLE STEEL PIPE COLUMN ON 30"x30"x12" PLAIN CONCRETE FOOTING GARAGE SLAB TO BE HELD A MINIMUM OF 4" BELOW TOP OF FOUNDATION AND IS TO SLOPE 1/4" PER FOOT TOWARDS GARAGE DOOR 2 3 4 5 6 7 8 CONTINUOUS FOOTING AND FOUNDATION; DROP TO BE FIELD DETERMINED 9 10 OUTLINE OF CONCRETE PORCH SLAB ABOVE (1-1/2" TYP. OVERHANG) - SEE SPECIFICATION MAUAL FOR FRONT PORCH CONSTRUCTION 11 LINE OF STUD WALL/PORCH SLAB ABOVE - SEE DETAIL F/7.02 FOR MORE INFORMATION 12 HOLD TOP OF FOUNDATION WALL EVEN WITH MAIN WALL FOR PORCH SLAB SUPPORT 13 14 15 16 10"W. x 8"H. x 4"D. BEAM POCKET 17 18 19 20 General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 2. ALL FOUNDATION WALLS TO BE 9'-0" TALL x 8" THICK UNLESS OTHERWISE NOTED. 3. OVERALL FOUNDATION WALL HEIGHT MAY VARY UP TO 1". 4. SEE SHEET 0N.1 FOR VERTICAL FOUNDATION WALL CONTROL JOINT LOCATIONS. 5. REFER TO SHEETS 3.01 & 3.02 FOR FLOOR SYSTEM INFORMATION. 5'0" DIA. AREA SLOPED TO DRAIN; 2" LOWER THAN TOP OF SLAB -- 21 22 23 -- -- 3" DIA. STD. STEEL (SCHEDULE 40) PIPE COLUMN ON 42"x42"x12" CONC. FOOTING W/ (6) #4 BARS E.W. LINE OF OFFSET BEARING WALL ABOVE SIMPSON HUS1.81/10 HANGER FLUSH BEAM - SEE SHEET 3.01 05/18/18 William Hohlt ROOF: 25 psf LIVE LOAD + 20 psf DEAD LOAD = 45 psf WIND SPEED: 90 mph DESIGN DEFLECTION LIMITS (BASED ON LIVE LOAD, EXCEPT MASONRY): RAFTERS GREATER THAN 3:12: L/180 CEILINGS: L/240 NOMINAL LUMBER FLOORS: L/360 MANUFACTURED WOOD FLOORS: L/480 FOR SPANS UP TO 16'-0", MAXIMUM 1/2" DEFLECTION. L/600 FOR SPANS OVER 16'-0" IF SIMPLE SPAN; L/840 IF CONTINUOUS SPAN, MAXIMUM 1/2" DEFLECTION. 19.2" MAXIMUM SPACING. (12" SPACING REQUIRED AT KITCHEN ISLANDS) MASONRY VENEER: L/600 - MANUFACTURED WOOD PRODUCTS (INCLUDING, BUT NOT LIMITED TO, STRUCTURAL WOOD BEAMS AND I-JOISTS) SHALL BE FABRICATED, HANDLED, AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. - ALL WOOD BEAMS/HEADERS: 2x6 TO BE SPF STUD GRADE OR BETTER 2x8 OR LARGER TO BE SOUTHERN PINE #2 OR BETTER - ALL WOOD JOISTS TO BE S. PINE #2 KD WITH E-1,700,000 p.s.i., SPAN MUST BE LESS THAN 20', USE HEM FIR IF SPAN IS 20' OR MORE. - ALL LVL's TO BE TJM MICROLLAM WITH Fb=2600, Fv=285, MOE=1.9, Fc=750. - EXTERIOR WALLS TO BE 2x4 SPF STUD GRADE AT 16" o.c. UNLESS OTHERWISE NOTED (10'4-1/2" MAXIMUM WALL HEIGHT) - ALL INTERIOR BEARING WALLS AND WALLS AT BASEMENT & FIRST FLOOR STAIRWELLS, KITCHEN, AND GARAGE TO BE 2x4 SPF STUD GRADE AT 16" O.C.; ALL OTHER NON-BEARING INTERIOR WALLS TO BE 2x4 SPF STUD GRADE AT 24" O.C. UNLESS OTHERWISE NOTED. - ALL WALLS TO BE 3 1/2" UNLESS OTHERWISE NOTED. - PROVIDE 4-1/2" SOLID BEARING TO FOUNDATION OR BEAM BELOW FOR ALL BEAMS, HEADERS, AND GIRDER TRUSSES. PROVIDE BLOCKING BETWEEN JOISTS AS REQUIRED. - CHECK SELECTIONS FOR FLOOR COVERINGS AT TOP AND BOTTOM OF STAIR RISERS AND ADJUST RISER HEIGHT AS NEEDED. - SEE FIREPLACE ELEVATION DETAIL FOR ADDITIONAL FRAMING REQUIREMENTS, IF ANY, AND SEE SELECTION SHEET FOR SIZE AND STYLE OF FIREPLACE. - PROVIDE BLOCKING AT ALL HANDRAIL BRACKETS, TOWEL BARS AND TOILET PAPER HOLDER LOCATIONS. - PROVIDE 20 MIN. FIRE-RATED DOOR WITH GARAGE AND LIVING AREA. - PAD OUT GARAGE WALL CAVITIES/ FLOOR JOIST CAVITIES 3-1/2" TO RECEIVE FULL BATT INSULATION IF HEATING/ PLUMBING ARE PRESENT. FRAMING FOR HVAC CHASE TO EXTEND DOWN TO GARAGE SLAB. - ALL BEARING WALLS TO HAVE DOUBLE TOP PLATE. - A PARTIALLY EXPOSED EXTERIOR WALL, WALL SHEATHING SHOULD CONTINUOUSLY RUN TO BOTTOM OF SUB FLOOR. - ALL LUMBER CONTACTING CONCRETE TO BE PRESSURE TREATED. - ALL FASTENERS, HANGERS, AND OTHER CONNECTORS TO BE USED WITH PRESSURE TREATED WOOD ARE TO HAVE ZMAX COATING (OR EQUIVALENT) HOT-DIPPED GALVANIZED OR STAINLESS STEEL. - ALL EXTERIOR WALLS AND INTERIOR BEARING WALLS, FRAMED HIGHER THAN THE STANDARD PLATE HEIGHT, SHALL BE FRAMED WITH CONTINUOUS FULL HEIGHT STUDS TO THE HIGHEST CEILING (I.E. NO INTERMEDIATE BREAKS) TO PREVENT LATERAL HINGE CONDITIONS. - ALL EXTERIOR SHEATHING TO BE 7/16" WOOD STRUCTURAL PANEL SHEATHING OR EQUIVALENT W/ HOUSEWRAP - GUARDRAIL DESIGN LOAD TO RESIST A MINIMUM OF 200 LBS LATERAL FORCE. - ALL GLASS IN INTERIOR AND EXTERIOR DOORS TO BE TEMPERED (INCLUDING SIDELITES AND TRANSOMS). - IN THE GARAGE, PROVIDE 1/2" GYP. BOARD AT ALL WALLS COMMON TO LIVING SPACE AND ALL STRUCTURAL MEMBERS SUPPORTING FLOOR/CEILING ASSEMBLY. GARAGE CEILING TO BE 1/2" SAG RESISTANT GYP. BOARD WHEN THERE ARE NO HABITABLE SPACES ABOVE, OR 5/8" TYPE X GYP. BOARD WHEN HABITABLE SPACES ARE ABOVE. - SMOKE DETECTORS TO BE 110V AND HARD WIRED. PROVIDE BATTERY BACK-UP AND INTERCONNECT (WHEN ONE SOUNDS, THEY ALL SOUND). - ALL GAS APPLIANCES MUST BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. - HOLD THE CENTERLINE OF ALL EXTERIOR LIGHT FIXTURES AT 5'8" OFF FINISHED EXTERIOR SURFACE. - A STAIR HANDRAIL, ON ONE SIDE ONLY, SHALL BE CONTINUOS FOR THE ENTIRE LENGTH OF THE STAIRWAY, AND ENDS SHALL BE RETURNED TO A WALL OR POST. THE HANDRAIL MAY BE INTERRUPTED AT A NEWEL POST AT A TURN. - HANDRAILS SHALL BE INSTALLED ON ALL STAIRS WITH 3 OR MORE RISERS, HANDRAIL HEIGHT SHALL BE A MINIMUM OF 34 inches AND A MAXIMUM OF 38 inches. - ALL HANDRAIL GRIP PORTIONS SHALL NOT EXCEED 2 5/8" IN CROSS-SECTIONAL DIMENSION. - KITCHEN BACKSPLASH OUTLETS TO BE LAID FLAT (WHEN IN THE BACKSPLASH), 37-1/4" FROM TOP OF SUBFLOOR TO BOTTOM OF BOX. - GUARDRAILS MUST BE A MINIMUM OF 36" HIGH. GUARDRAILS AT THE OPEN SIDES OF STAIRS MUST BE A MINIMUM OF 36" HIGH MEASURED VERTICALLY FROM THE NOSING OF THE TREADS. THE HORIZONTAL SPACING OF THE VERTICAL BALUSTERS SHALL BE 4" O.C. MAX. - THERMOSTAT TO BE 64" OFF OF FLOOR - AT LOWER LEVEL, PROVIDE A 6' LONG 2x4 WALL WITH STUDS AT 16" O.C. HELD 1" OFF FOUNDATION WALL FOR ELECTRIC AND STRUCTURED WIRING PANEL. INSULATE WALL AS REQUIRED. - CABINET SIZES MAY VARY WITH FULL-OVERLAY CABINETS. - GROUND FAULT CIRCUIT INTERRUPTER (GFCI) OUTLETS TO BE INSTALLED PER NEC 2005, SECT. 210.8. - PROVIDE HOSE BIBS PER DIVISION SPEC. SHEET. EXACT LOCATION TO BE FIELD DETERMINED, UNLESS OTHERWISE NOTED ON THE PLANS. - MIN. 50 C.F.M. FOR ALL EXHAUST FANS IN BATHROOMS. - THERE IS TO BE (1) COMBINATION CARBON MONOXIDE & SMOKE DETECTOR PER FLOOR, MINIMUM. Sheet Information Copyright © 2017, (2017) The Drees Company. All Rights Reserved. 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 RESIDENCE FOR: House Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Drawn By: 0N.1 BAN 14296 DUFTON COURT ALBANY PLACE ALB-0037-00 04/23/2018 MELLISA P. SERIES_NM PLAN_NM 859-578-4290 the CRESTWOOD SSP Elevation "B" General Notes 05/18/18 William Hohlt selection sheets. I have reviewed the plot plan for my house and understand that there may be some field adjustments as to the exact location of the house on the lot. I further understand that my home will not be built exactly like any other Drees home or Model and that some minor variations from my plans and specifications may occur since every home that is built has it's own set of unique construction problems that must be dealt with as the home is being built. Customer: ______________________________________________ Date: _____________ Customer: ______________________________________________ Date: _____________ Building Height: As Required Brick Calculations: Sheet X.XX Fenestration Calculations: Total Wall Square Footage: ________ Total Window Square Footage: ________ Total Fenestration %: ________ Square Footage Living Areas 1st Floor 2741 SF 2nd Floor 1109 SF Finished Basement 1131 SF 4981 SF Unfinished Areas Crawl Space 527 SF Front Covered Porch 150 SF Garage 697 SF Rear Covered Porch 317 SF Unfinished Basement 1078 SF 2769 SF Square Footage total may vary by +1 SF due to automated rounding of first and second floor area Architecture Plan Review: No Comments See Comments Items drawn on any drawings and not written in the contract selctions WILL NOT be included in the site specific drawings. Customer Request: Design Solution: Reason For Modification: Comments: 4. XXX 3. XXX 4. XXX 3. XXX 4. XXX 3. XXX 4. XXX 3. XXX 2. XXX 1. (1)"GAS LINE TO EXTERIOR STUB-OUT AT WALL" 2. XXX 1. NOT SHOWN 2. XXX 1. LOCATION NOT PROVIDED 2. 1. XXX XXX 05/18/18 William Hohlt