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Home My WebLink AboutSite Plans 06-17-20C 2017 CALIBRATED CONSULTING 654 Hickory Dr Tipton, IN 46072 T 765-432-8150 General Contractor: PROJECT #: DRAWN BY: CLIFF 24x36 SHEET: 11x17 SHEET: SCALE BRYAN RAGAN CONS. 3056 S. 100 E. TIPTON, IN 46072 T 765-292-2502 F 765-292-2502 CALIBRATED CONSULTING LLC DATE: JUNE 16, 2020 1/4" = 1'-0"Jennifer BairdNEW HOME310 2nd Street SouthwestCarmel, IN 4603200210 G000 COVER SHEET Sheet List Sheet Number Sheet Name G000 COVER SHEET A000 ARCH SITE/ PLOT PLAN A101 FIRST FLOOR PLAN A102 SECOND FLOOR PLAN A201 ELEVATIONS A301 3D ELEVATIONS S101 FOUNDATION PLAN GENERAL NOTES THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD VERIFICATION OF EXISTING SITE AND GRADES. 1. THE CONTRACTOR HOLDS RESPONSIBILITY TO REVIEW ALL PLANS FOR ACCURACY TO CORRECTLY UNDERSTAND HIS RESPONSIBILITY OF THE SCOPE OF WORK AND ASSUMES COMPLETE LIABILITY OF MISUNDERSTOOD DESIGN OR OMISSIONS IN DESIGN. 2. STRUCTURAL COMPONENTS ARE DESIGNED AS A CLOSE APPROXIMATION AND MAY CHANGE AT ANY TIME. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY NEEDS AND SIZES EVEN IF SHOWN ON THE PLANS. 3. CONTRACTORS RESPONSIBILITY TO FOLLOW ALL LOCAL AND STATE BUILDING CODES 4. SCHEDULES ARE EXACT MEASURES MEANING NO WASTE HAS BEEN CALCULATED INTO TOTALS. 5.RevisionsNo. Date Description CITY LOCATION LOCAL LOCATION FRONT RENDERING FRONT REFERENCE ELEVATION UPUP 24' - 8"11' - 0"5' - 0" 1' - 4" 9' - 3" 1' - 4" 9' - 3" 4' - 6" 15' - 0" 11' - 4" 40' - 8" 35' - 8" 43' - 0" 16' - 0"24' - 8" 6' - 0" 37' - 0" 26' - 4"SEWA201 1 A2013A2012 A201 4 BasementWSWSFURN LVL BEAM LVL BEAM COLUMNCOLUMN 15' - 0" 15' - 0" WALL ROUGH IN ONLY 12' - 4" 40' - 8" 37' - 0" 16' - 0" 6' - 0" 43' - 0" 3' - 6" 18' - 4 3/16" G000 2 C 2017 CALIBRATED CONSULTING 654 Hickory Dr Tipton, IN 46072 T 765-432-8150 General Contractor: PROJECT #: DRAWN BY: CLIFF 24x36 SHEET: 11x17 SHEET: SCALE BRYAN RAGAN CONS. 3056 S. 100 E. TIPTON, IN 46072 T 765-292-2502 F 765-292-2502 CALIBRATED CONSULTING LLC DATE: JUNE 16, 2020 1/4" = 1'-0"Jennifer BairdNEW HOME310 2nd Street SouthwestCarmel, IN 4603200210 S101 FOUNDATION PLAN 1/8" = 1'-0" Concrete Block Material: Name Area Count Masonry - Concrete 8" Block 328 SF 369 Concrete Take-Off Use Area Volume Concrete, Cast-in-Place Back Porch Slab 126 SF 3.11 CY Concrete, Cast-in-Place Front Porch Slab 149 SF 3.69 CY Concrete, Cast-in-Place Wall 1482 SF 36.01 CY Living Space Name Area Level Bedroom 2 215 SF Main Level Powder 30 SF Main Level Foyer 43 SF Main Level Main Bathroom 49 SF Main Level Laundry 64 SF Main Level Mudroom 48 SF Main Level Hearth Room 396 SF Main Level Kitchen 365 SF Main Level Coat Closet 11 SF Main Level Stair 38 SF Main Level Dining 221 SF Main Level Closet 2 46 SF Main Level Pantry 18 SF Main Level Loft 471 SF Second Floor Master Closet 66 SF Second Floor Master Bedroom 265 SF Second Floor Master Bathroom 113 SF Second Floor Bedroom 3 202 SF Second Floor Total Living Space Level Area Main Level 1544 SF Second Floor 1116 SF Grand total: 18 2660 SF Non Living Space Name Area Level Basement 1545 SF Basement Garage 630 SF Main Level Back Porch 105 SF Main Level Front Porch 152 SF Main Level Grand total: 4 2432 SF GENERAL NOTES THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD VERIFICATION OF EXISTING SITE AND GRADES. 1. THE CONTRACTOR HOLDS RESPONSIBILITY TO REVIEW ALL PLANS FOR ACCURACY TO CORRECTLY UNDERSTAND HIS RESPONSIBILITY OF THE SCOPE OF WORK AND ASSUMES COMPLETE LIABILITY OF MISUNDERSTOOD DESIGN OR OMISSIONS IN DESIGN. 2. STRUCTURAL COMPONENTS ARE DESIGNED AS A CLOSE APPROXIMATION AND MAY CHANGE AT ANY TIME. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY NEEDS AND SIZES EVEN IF SHOWN ON THE PLANS. 3. CONTRACTORS RESPONSIBILITY TO FOLLOW ALL LOCAL AND STATE BUILDING CODES 4. SCHEDULES ARE EXACT MEASURES MEANING NO WASTE HAS BEEN CALCULATED INTO TOTALS. 5. FRAMING NOTES DIMENSIONS -ALL DIMENSIONS ARE PULLED FROM STRUTURAL FRAMING; TYPICAL NOMINAL LUMBER SIZES ARE DRAWN ACCURATELY, I.E. 2X4 STUD IS DRAWN 1.5"X3.5", FRAMED WALLS ARE 2X4 UNLESS NOTED OTHERWISE, FOUNDATION WALLS ARE 8" UNLESS NOTED OTHERWISE 1. WALLS -9'CEILINGS ON MAIN, 8'CEILINGS ON BASEMENT, 8' CEILINGS ON SECOND FLOOR, 2X4 INTERIOR WALLS, 2X4 EXTERIOR WALLS 2. DOOR ROUGH-IN -KEEP DOOR ROUGH-INS A MINIMUM 4-1/2" AWAY FROM WALL CORNERS TO ALLOW FOR PROPER INSTALLATION OF CASEWORK 3. WINDOWS -ANDERSON WINDOWS SERIES PRODUCT NUMBER SPECIFIED. IF OTHER MODEL OR MANUFACTURER IS USED PLEASE USE MATCHING WINDOW SIZE. 3.RevisionsNo. Date Description DN UP UP WD DN A201 1 Hearth Room Kitchen Mudroom Laundry Main Bathroom Powder Foyer Dining Garage Front Porch Back Porch Stair A2013A2012 A201 4 Bedroom 2 Closet 2 Pantry DOWN TO BASEMENT UP TO LOFT AREA HVAC WOOD CEILING SLOPE CEILING TO UPSTAIRS POST ARCH SECOND LEVEL BALCONY LVL BEAM 2-8 Steel Insulated 9'x 7' OVERHEAD 9'x 7' OVERHEAD 2-8 Steel Insulated 2-8 2-6 2-8 Steel Insulated 2-8 2-8 Steel Insulated 2-6 P.D. C25 C25 2-6 2-6 2-0 3-0 FRONT DOOR CXW13 CXW13 CXW13 CXW13 C25 2-6 C25 3' - 6" 24' - 0"11' - 0"5' - 0" 40' - 0" 15' - 4"24' - 8" 42' - 4" 26' - 4" 36' - 8" 26' - 0" 40' - 0" 68' - 8" 21' - 0"6' - 1"8' - 4"4' - 0" 7' - 3" 7' - 6" 3' - 9" 5' - 7" 3' - 6" 2' - 4"3' - 9"12' - 4" 3' - 2" 5' - 5"9' - 6"3' - 6" 2' - 6" 15' - 0"3' - 4"6' - 4" 5' - 5" 5' - 6" 13' - 0" 18' - 5" 15' - 1" 2-6 C25 G000 2 C 2017 CALIBRATED CONSULTING 654 Hickory Dr Tipton, IN 46072 T 765-432-8150 General Contractor: PROJECT #: DRAWN BY:CLIFF 24x36 SHEET: 11x17 SHEET: SCALE BRYAN RAGAN CONS. 3056 S. 100 E. TIPTON, IN 46072 T 765-292-2502 F 765-292-2502 CALIBRATED CONSULTING LLC DATE:JUNE 16, 2020 1/4" = 1'-0"Jennifer BairdNEW HOME310 2nd Street SouthwestCarmel, IN 4603200210 A101 FIRST FLOOR PLAN 1/8" = 1'-0" Drywall Take-Off Use Area 4x8 Sheets Gypsum Wall Board 8691 SF 272 Interior Door Schedule Size Count 2-0 1 2-6 10 2-8 3 5-0 1 Grand total: 15 Misc. Door Schedule Size Count 2-6 P.D. 3 2-8 Steel Insulated 4 3-0 FRONT DOOR 1 9'x 7' OVERHEAD 2 Plywood Take-Off Size Area 4x8 Sheets Plywood, Sheathing 5/8" 3673 SF 115 Plywood, Sheathing 7/16" 3496 SF 109 Stud Wall Schedule Length Stud Count W/O Cripples & Corners 617' - 0" 463 Window Schedule Designation Count Type Rough Opening Height Rough Opening Width CR14 2 17" x 48" 4' - 0 1/2" 1' - 5 1/2" CXW13 6 35-15/16" x 35-15/16" 3' - 0 7/16" 3' - 0 7/16" C25 8 C25 C35 1 C35 Roof Schedule Area Description 3676 SF Fascia & Gutter Schedule Type Length Fascia-Flat 6" 314' - 0" Living Space Name Area Level Bedroom 2 215 SF Main Level Powder 30 SF Main Level Foyer 43 SF Main Level Main Bathroom 49 SF Main Level Laundry 64 SF Main Level Mudroom 48 SF Main Level Hearth Room 396 SF Main Level Kitchen 365 SF Main Level Coat Closet 11 SF Main Level Stair 38 SF Main Level Dining 221 SF Main Level Closet 2 46 SF Main Level Pantry 18 SF Main Level Loft 471 SF Second Floor Master Closet 66 SF Second Floor Master Bedroom 265 SF Second Floor Master Bathroom 113 SF Second Floor Bedroom 3 202 SF Second Floor Total Living Space Level Area Main Level 1544 SF Second Floor 1116 SF Grand total: 18 2660 SF Non Living Space Name Area Level Basement 1545 SF Basement Garage 630 SF Main Level Back Porch 105 SF Main Level Front Porch 152 SF Main Level Grand total: 4 2432 SF Exterior Coverings Covering Area MASONRY BRICK - Ext 3496 SF Shaker Siding - Ext 96 SF GENERAL NOTES THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD VERIFICATION OF EXISTING SITE AND GRADES. 1. THE CONTRACTOR HOLDS RESPONSIBILITY TO REVIEW ALL PLANS FOR ACCURACY TO CORRECTLY UNDERSTAND HIS RESPONSIBILITY OF THE SCOPE OF WORK AND ASSUMES COMPLETE LIABILITY OF MISUNDERSTOOD DESIGN OR OMISSIONS IN DESIGN. 2. STRUCTURAL COMPONENTS ARE DESIGNED AS A CLOSE APPROXIMATION AND MAY CHANGE AT ANY TIME. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY NEEDS AND SIZES EVEN IF SHOWN ON THE PLANS. 3. FRAMING NOTES DIMENSIONS -ALL DIMENSIONS ARE PULLED FROM STRUTURAL FRAMING; TYPICAL NOMINAL LUMBER SIZES ARE DRAWN ACCURATELY, I.E. 2X4 STUD IS DRAWN 1.5"X3.5", FRAMED WALLS ARE 2X4 UNLESS NOTED OTHERWISE, FOUNDATION WALLS ARE 8" UNLESS NOTED OTHERWISE 1. WALLS -9'CEILINGS ON MAIN, 8'CEILINGS ON BASEMENT, 8' CEILINGS ON SECOND FLOOR, 2X4 INTERIOR WALLS, 2X4 EXTERIOR WALLS 2. DOOR ROUGH-IN -KEEP DOOR ROUGH-INS A MINIMUM 4-1/2" AWAY FROM WALL CORNERS TO ALLOW FOR PROPER INSTALLATION OF CASEWORK 3. CONTRACTORS RESPONSIBILITY TO FOLLOW ALL LOCAL AND STATE BUILDING CODES 4. SCHEDULES ARE EXACT MEASURES MEANING NO WASTE HAS BEEN CALCULATED INTO TOTALS. 5. WINDOWS -ANDERSON WINDOWS SERIES PRODUCT NUMBER SPECIFIED. IF OTHER MODEL OR MANUFACTURER IS USED PLEASE USE MATCHING WINDOW SIZE. 3.RevisionsNo. Date Description DN DN A201 1 Bedroom 3 Loft Bathroom OVERLOOKS HEARTH A2013A2012 A201 4 Master Closet Master Bathroom Master Bedroom 4' KNEEWALL RETURNS TO 8'RETURNS TO 8' 4' KNEEWALL HVAC CATHEDRAL LVL BEAM C35 C25 C25 CXW13 CXW13 C25 2-6 2-62-8 2-6 5-0 2-6 2-6 18' - 5" 14' - 3" 9' - 10" 3' - 6" 2' - 4" 4' - 9"9' - 2" 14' - 2" 5' - 0"13' - 11" 7' - 6" 5' - 10" 8' - 0"5' - 0" 6' - 1" 3' - 9" 7' - 0"5' - 3"6' - 2" 6' - 3" CR14 G000 2 C 2017 CALIBRATED CONSULTING 654 Hickory Dr Tipton, IN 46072 T 765-432-8150 General Contractor: PROJECT #: DRAWN BY:CLIFF 24x36 SHEET: 11x17 SHEET: SCALE BRYAN RAGAN CONS. 3056 S. 100 E. TIPTON, IN 46072 T 765-292-2502 F 765-292-2502 CALIBRATED CONSULTING LLC DATE:JUNE 16, 2020 1/4" = 1'-0"Jennifer BairdNEW HOME310 2nd Street SouthwestCarmel, IN 4603200210 A102 SECOND FLOOR PLAN Living Space Name Area Level Bedroom 2 215 SF Main Level Powder 30 SF Main Level Foyer 43 SF Main Level Main Bathroom 49 SF Main Level Laundry 64 SF Main Level Mudroom 48 SF Main Level Hearth Room 396 SF Main Level Kitchen 365 SF Main Level Coat Closet 11 SF Main Level Stair 38 SF Main Level Dining 221 SF Main Level Closet 2 46 SF Main Level Pantry 18 SF Main Level Loft 471 SF Second Floor Master Closet 66 SF Second Floor Master Bedroom 265 SF Second Floor Master Bathroom 113 SF Second Floor Bedroom 3 202 SF Second Floor Total Living Space Level Area Main Level 1544 SF Second Floor 1116 SF Grand total: 18 2660 SF Non Living Space Name Area Level Basement 1545 SF Basement Garage 630 SF Main Level Back Porch 105 SF Main Level Front Porch 152 SF Main Level Grand total: 4 2432 SF RevisionsNo. Date Description Main Level 0' -11 1/2" Top of Wall Plate 10' -0 5/8" Second Floor 10' -10 5/8" Top of Wall Plate Leve 2 18' -11 3/4" 9' - 1 1/8" 8' - 1 1/8"12" / 12"10" / 12"4" / 12"WOOD FACIA AND SOFFIT TYPICAL MASONRY BRICK Main Level 0' -11 1/2" Second Floor 10' -10 5/8"12" / 12"9" / 12"4 " / 1 2 " Main Level 0' -11 1/2" Second Floor 10' -10 5/8"12" / 12"4 " / 1 2 " 1 0" / 1 2"10" / 12"9" / 12"Main Level 0' -11 1/2" Second Floor 10' -10 5/8"10" / 12"9 " / 1 2 "9" / 1 2"4" / 12"12" / 12"12" / 12"C 2017 CALIBRATED CONSULTING 654 Hickory Dr Tipton, IN 46072 T 765-432-8150 General Contractor: PROJECT #: DRAWN BY: CLIFF 24x36 SHEET: 11x17 SHEET: SCALE BRYAN RAGAN CONS. 3056 S. 100 E. TIPTON, IN 46072 T 765-292-2502 F 765-292-2502 CALIBRATED CONSULTING LLC DATE: JUNE 16, 2020 As indicatedJennifer BairdNEW HOME310 2nd Street SouthwestCarmel, IN 4603200210 A201 ELEVATIONS 1/2 indicated GENERAL NOTES THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD VERIFICATION OF EXISTING SITE AND GRADES. 1. THE CONTRACTOR HOLDS RESPONSIBILITY TO REVIEW ALL PLANS FOR ACCURACY TO CORRECTLY UNDERSTAND HIS RESPONSIBILITY OF THE SCOPE OF WORK AND ASSUMES COMPLETE LIABILITY OF MISUNDERSTOOD DESIGN OR OMISSIONS IN DESIGN. 2. STRUCTURAL COMPONENTS ARE DESIGNED AS A CLOSE APPROXIMATION AND MAY CHANGE AT ANY TIME. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY NEEDS AND SIZES EVEN IF SHOWN ON THE PLANS. 3. CONTRACTORS RESPONSIBILITY TO FOLLOW ALL LOCAL AND STATE BUILDING CODES 4. SCHEDULES ARE EXACT MEASURES MEANING NO WASTE HAS BEEN CALCULATED INTO TOTALS. 5. SCALE:1/4" = 1'-0"A201 Front1 SCALE:1/8" = 1'-0"A201 Left2 SCALE:1/8" = 1'-0"A201 Right3 SCALE:1/4" = 1'-0"A201 Rear4 RevisionsNo. Date Description C 2017 CALIBRATED CONSULTING 654 Hickory Dr Tipton, IN 46072 T 765-432-8150 General Contractor: PROJECT #: DRAWN BY: CLIFF 24x36 SHEET: 11x17 SHEET: SCALE BRYAN RAGAN CONS. 3056 S. 100 E. TIPTON, IN 46072 T 765-292-2502 F 765-292-2502 CALIBRATED CONSULTING LLC DATE: JUNE 16, 2020Jennifer BairdNEW HOME310 2nd Street SouthwestCarmel, IN 4603200210 A301 3D ELEVATIONS A301 BACK1 A301 FRONT2 RevisionsNo. Date Description