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07201330 Permit File07201330 Permit File 7674 MILL SPRINGS DR CITY OF DUBLIN Division of Building Standards • 5800 Shier -Rings Road • Dublin, Ohio 43016 Phone: (614) 410 -4670 • Inspection Line: (614) 410 -4680 RESID This is to certi described below and ADDRESS: 119414 1" 3d the residence or occupancy. * NO.. �- 0f 7 3,!� BY l -" �- t F FINAL INSPECTION DATE: Building Permit No.: o 17" 4o1 3 30 Project Address: Inspection Date AP DA Ins Comments Inspection Date AP DA Ins Comments Plumbing Insulation T Underground Sewer i+ '/V/01 0L Footine-n? Final Electric i S15 ~(J Foundation /113)7 r' 13G Final teel Plumbing rJl~ Foundation 10/ 17 p Final HVAC 1Sj p Radon 9 7 1'tly Final Gas 1510 fr p ,QL Preslab S( Piping Rough _ Engineering 7/,,l ' - 9 /Y' Electric .VAC (CWA) Engineering (,0-47.0j) AP i Electric (Pre-Sod) Service Final 'y K ~ ~ Engineering 4f ry~'' Rough Plumbing Gas Piping r r' (Rough) Rough HVAC Final Zoning ~d3`a C% M< Mrs-g~-j SG4ee5 Fireplace , s al d ~d Zoning Rough M t` Occupancy ajs/pg PA Framing fl 3/3/e r I3C 3J Ile P /1 L 08,,24/2008 14:38 FAX 614 223 2454 VIRGINIA HOMES 2001 CITY OF DUBLIN Division of Building Standards 5800 Shier Rings Road Dublin, Ohio 43016 Inspection Requests: (614) 410-46$0 Telephone: (614) 410x4670 SUBCONTRACTOR DISCLOSURE Application Number: 07-2013M Project Address: 7674 Mill springs Drive. Dublin, OH 43016 Lot #42 BSC General Contractor: VIRGINIA HOWLS, LTD Telephone: (614)-228.0404 All registrations must be current through the issuance of a Certificate of Occupancy, including insurance and all applicable State Certifications, TYPE NAME DUBLIN REG# REQUIRED EXCAVATION Eagle Grading & Excavating, Inc. 121-08 ELECTRIC Safeway Electric 277-08 HVAC Arriedc;an Air Comfort Tech 1486-08 PLUMBING Accurate Plumbing 17-08 CONCRETE J & L Poured Walls 71-08 LANDSCAPING Eastside Nursery 94-08 SANITARY SEWER Eagle Grading & Excavating, Inc. 121-08 The General Contractor is required to provide a completed copy of the above information to the Building Official at the time of the certificate of Occupancy inspection. CITY OF DUBLIN 5800 Shier Rings Road Dublin, Ohio 43016 Phone: V/TDD 614-410-4600 Division of Engineering Inspection Line: 614-410-4680 Fax: 614/761-6506 DO NOT REMOVE THIS SHEET FROM SITE ENGINEERING FINAL INSPECTION PLEASE PRINT ALL INFORMATION Applicant: Y~r gl n r G t~t ^ r~1 5 Company: Site: 7074- 11 l~ I~~rSr (Provide Detail Plot Plan of tot) Lot No: 4-L Application No: 'T- Z0( 330 Subdivision: 8 t 5 0 CVC55inq5 PLEASE DO NOT MARK BELOW THIS LINE ZNo Violations/Inspection Approved ? Violations/Disapproved ? Approved For Conditional Occupancy ? 1. Clean Curb & Gutter ?10. Adjust Manhole to grade (Sanitary/Storm) (Ord. 28-98, Sec. 97.38) U11. Rebuild Manhole Throat (Sanitary/Storm) ? 2. Improper Approach (Ord. 59-74, Sec. 51.04) (Ord. 12-89, Sec. 153.210(A)) ?12. Improper Grading ? 3. Adjust Water/Gas service box to grade (Ord. 7-75, Sec. 150.040) ? 4. Adjust Inlet to grade ?13. Clean Street/Clean Sidewalk C ? 5. Erosion Control/Sod or Seed (Ord. 7-75, See. 150.039(J)) (Ord. 40-98, Sec. 53.090 (G)) (O•R.C. 723.011) ?14. Adjust Watch Valve to Grade ? 6. Replace Damaged Asphalt (Mainline/Fire Hydrant) (Ord. 35-74, Sec. 97.37 (A & B)) ? 7. Handicap Ramp (Install/Replace) ?15. Install Grade Stakes (ADA Specification) (Policy 98-027) (Sec. 152.70) ?16. Submit "As Built" Plot Plan ? 8. Replace Damaged Curb, 5 ft. Minimum Sections (Policy 98-027) (Ord. 7-75, Sec. 150.038(C)) ?17. Driveway Exceeds 8% Maximum Slope ? 9. Replace Damaged Sidewalk/Bikepath (Policy 98-019) (Ord. 35-74, Sec. 51.04) ?18. Remove Erosion Control Measures Comments: Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final Inspection must be approved prior to requesting an Occupancy Inspection by the Building Division. Inspector: Date: ( 1-4 - D A i .Re-Inspection: ? Approved ? Disapproved ? Conditional Inspector: Date: i Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP Jf~f-06-1 a9r t_t r P. 02/02 5750 Chandler Court 4- r r~ Westerville, OH 43482 E-Mail: hoyssinc@aol.corn 901-0" - Phone (614) 895-1922 ?H ) + Orat;r No. Survey Fax (614) 895-1949 Construction Fax (614) 895-9549 'L 4 ~ CERTIFIED TO ='rx~4p ~l_ti COUNTY OF LENDER il1r: FGA P.B. PG I' pR./D.e. PG --`.-r_. REV 0 (XI BUYER SCALE 1 DATE DRN CH ?2r? 70 ILI, r 7 LA ~ 7,_'. , I i C: ri! Li' t ab; t FA`J'r, Iii - EK C Kpill", we herby cani,'y that the forcgoirg titURfGAOP LOCATION SUAVEY was prepatad in acL'ar6111M with Chapwr 4733-38, O iu Adimaistrativv Oida, and is pot a bauudary s,rvoy p irstaim to Cheptor4733.31. Ohio Adrninistrulive Code, This plat is prepared fur mortgage loan and ti& purpowaa only and is cot to be cun~:ru,xl ac haeing, bean pnpsree far Lhu owner or for the use of the oamer for any purposcz. WIN, ~4a THIS PROPERTY IS LOCATED IN r,•~*~ ~SiO~ FLOOD ZONE S7 Ij cy COMMUNITY PANEL PAGE GATE ~i y' By t. TOTAL P.02 CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date d 1 0 Application No. APPLICATION FOR ELECTRICAL PERMIT Job Address _12 1 `A , S'l~f 1 M-O S Parcel No Subdivision h I ShQ OS I Da Lot No. y 2 Owner Name 141V al n \ 0- Y,r•~ Telephone Contractor Name d i)au $ &ep.`fy 1(_ (D Telephone V P6 9 qJ - (D Contractor Address rI T5 UX-k"MW N Cpj 014 42-W Dublin Registration No. Residential: - New Sq. Ft. oc: Alteration/Addition Sq. Ft. Temporary Service $40.00 aac~, $40.00 Minimum plus $20.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Low Voltage Systems: Square Feet $40.00 Minimum plus $10.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. Commercial: New Sq. Ft. Alteration/Addition Sq. Ft. Temporary Service $60.00 $60.00 Minimum plus $60.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft. and up to 50,999 Sq. Ft. (sizes above, See Fee Schedule) Low Voltage Systems: Square Feet $30.00 Minimum (plus $20.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.) 3% State of Ohio Surcharge (commercial only) Total $ .rL JOB DESCRIPTION This permit is granted on the express condition that the said work shall in all respects, conform to the ordinances of the City of Dublin, all the laws of the State and the National Electric C regulating co traction, installation, repair and alteration, and may be revoked at an time upon violation of an pro 0i ions i la lu, Signature of licensed contractor or homeowner Division of Building Standards Date: 1/1/2001 CITY OF DUBLIN Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 Application Number . . . . . 07-00201330 Date 1/24/08 Revision number . . . . . . . 2 Property Address . . . . . . 7674 MILL SPRINGS DR Parcel Number: 147-0118010000 Alternate Address: BISHOP'S CROSSING #42 Tenant nbr, name . . . . . . SQ FT 5008 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . . . VIRGINIA HOMES, LTD. Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 220.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 7/22/08 Qty Unit Charge Per Extension BASE FEE 40.00 9.00 20.0000 RES ELECTRICAL SERVICE 180.00 Special Notes and Comments First floor elevation is currently shown to be same elevation as grade around house. Top of wall shown below grade must be atleast 1' above grade around house. NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on the City of Dublin approved Street Tree List. Installation will occur during the landscape phase of this house. Placement of the THREE TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 Page 2 Application Number . . . . . 07-00201330 Date 1/24/08 Revision number . . . . . . . 2 Special Notes and Comments Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 Fee summary Charged Paid Credited Due Permit Fee Total 220.00 .00 .00 220.00 Plan Check Total .00 .00 .00 .00 Grand Total 220.00 .00 .00 220.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. • CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 462-3865 (Franklin County) -7 10-7 Application No. Date ` 2 ew ? Remodel Olleesidential ? Commercial APPLICATION FOR PLUMBING PERMIT The undersigned hereby applies for a permit to do plumbing and an inspection of same at the following location in accord with Chapter 4101:2-51 of the Ohio !Administrative Code, and all regulations of the Franklin County Board of Health. Job Address (O 7 N NIL, Parcel No. Subdivision/Project Name Lot No.Z' Owner's Name IV)I'f1 , 4 Telephone Contractor's Name YVC.` 2&JL., U'-"' 6A, ~ 'J71\J C- Telephone Contractor's Address 7 S 1 5~~ ®n Dublin Registration Number 7 2 Does the sewer discharge into an individual sewage disposal system or sanitary sewer? How far distant from any dwelling, well or cistern is the sewage tank? ~ to- What is the size of the main drain? it Of what materials do the vent pipes consist? Of what material does the house drain consists _-Ty c' *INDICATE NAME OF CERTIFIED BACKFLOW TESTER This form must be properly filled out and returned to the office of the City of Dublin at least four days prior to the date of the FIRST INSPECTION, accompanied by a fee calculated upon the following basis: WATER TANK REPLACEMENT FEE $35.00 RESIDENTIAL COMMERCIAL Application for permit & first fixture $50.00 Application for permit & first fixture $60.00 ~-7 Number of remaining fixtures X $10.00 = $ a7a- Number of remaining fixtures X $12.00 = $ ~ Total Inspection Fee Total Inspection Fee $3.Z a Re-inspection fee (based upon disapproved Inspection and collected by the Franklin County Board of Health ONLY) $45.00 Qty. Qty. city. Air Admittance Valve 3 Garbage Disposal Showers *Backflow Preventers Gas Water Heater / Sterilizers Bath Tubs Electric Water Heater Sump Pump Bed Pan Washers Interceptor Trap Primer Bidet Kitchen Sink Urinal Chemical Sinks Laundry Trays Wash Fountain Dental Cuspidors Lavatories 5 Washing Machine Dilution Sump Mop Sinks Water Closets Dish Washers Outside Faucets Water Lines Drinking Fountain Roof Drains Water Storage Tank Floor Drains Rough-in Openings for Future Other Garage Catch Basin Sewage Ejectors GRAND TOTAL Division of Building Standards CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 07-00201330 Date 12/12/07 Revision number . . . . . . . 2 Property Address . . . . . . 7674 MILL SPRINGS DR Parcel Number: 147-0118010000 Alternate Address: BISHOP'S CROSSING #42 Tenant nbr, name . . . . . . SQ FT 5008 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . . . VIRGINIA HOMES, LTD. Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 320.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 9/05/10 Qty Unit Charge Per Extension BASE FEE 50.00 27.00 10.0000 EA RES PLUMBING >1 FIXTURE 270.00 Special Notes and Comments First floor elevation is currently shown to be same elevation as grade around house. Top of wall shown below grade must be atleast 1' above grade around house. NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on the City of Dublin approved Street Tree List. Installation will occur during the landscape phase of this house. Placement of the THREE TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. r CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 2 Application Number . . . . . 07-00201330 Date 12/12/07 Revision number . . . . . . . 2 Special Notes and Comments Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 Fee summary Charged Paid Credited Due Permit Fee Total 320.00 .00 .00 320.00 Plan Check Total .00 .00 .00 .00 Grand Total 320.00 .00 .00 320.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 58010 Shier - Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • inspection Line: (614) 410-4680 Application Number: 7-~ZoLj3.0 SURVEYOR BUILDING LOCATION AND FIRST FLOOR ELEVATION CERTIFICATION FORM I, the undersigned, do hereby certify the following location of building and elevation of top of the foundation wall at the referenced property. It is the builder's responsibility to insure that the location and elevation of the top of the foundation wall plus the first floor system. as per the approved prints, comply with the site plan approved by the City of Dublin (in reference to the City of Dublin Codified Ordinance 1305.02(k)). - - Property Owner: VIRGINIA HOMES Subdiv' - Pn: BISHOPS CROSSING Lot Num er. 42 Add s. 7674 MILL SPRINGS DRIVE Approved Foundation Elevation 931.70 Feet above mean sea level. Actuai Top of Foundation 931.97 Feet above mean sea level. anv~+ y Professional Seal: ~sN°r+a Signature of Surveyor: 11/19/2007 pate This form is to be completed prior to the foundation inspection and must be made available on-site with the approved prints. 04/19/2005 TUE 9:53 FAX 614 876 1702 AMERICAN AIR a o 1330 002/011 Lennox Objective Guide t:o Installation Comparison ~k**~r**~r~r*******~t***~*~c***~C~c*~c~ck9ck~c~c~ck•~c~c***k~c*~r**~c**k*~*k~*ic:rarixk~c~c~c~c7c~c~k*~c~kk~c****~c LENNOX INDUSTRIES INC. AMERICAN AIR COMFORT TECH GROVE CITY, OHIO 43123 614-851-0099 *~l*~l~~~C*~c***~k~k~k~F'**~c~~c~t~*~k*~c*~c~t~ck*~c**~k~c~c~c~c•~*****k~~~~~h kk, •k;kk~~k*~c~c*~c*~k**:k~r*;~7k~c~c* 1.1/05/:4 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 1 ,3 9'/ VT.RGINIS HOMES STANDARD PREPARED FOR: STEVE SLIF,MERS PREPARED BY: BOB BEL'T' FILE TITLE: VASTD DESIGN TEMPERATURES (DEGREES F) WINTER INSIDE 72 WINTER OUTSIDE 0 SUMMER INSIDE 72 SUMMER OUTSIDE 92 DAILY TEMPERATURE RANGE INDICATOR M DESIGN GRAINS RELATIVE HUMIDITY 34 DEGREES NORTH LATITUDE 40 SUMMER AIR CHANGES PER HOUR 0.5 WINTER AIR CHANGES PER HOUR 0.7 ARFA BTUH BTUH SQ 1",f LOSS GAIN ROOM - 1 BASEMENT IN ZONE 1 52 X 34 WALL 14A 8 INCH BLOCK NO ZNSUL UNFINISHED 337 12,356 2,797 WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-S 4 97 45 TINS!'-TINTED SHADING-DRAPES OR BLINDS SHADING COEFFICIENT = 1 WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-N 4 97 30 TINT-TINTED SHADING-DRAPES OR BLINDS SHADING COEFFICIENT = 1 WALL 15A 8 OR 12 IN BLOCK NO INS 2-5 r"T BELOW 1,032 9,288 0 FLOOR 21A BASEMENT FLOORS •1,768 3,055 0 WINTER INFILTRATION 9 CFM 733 SUMMER INFILTRATION 7 CFM SENSIBLE GAIN 115 LATENT GAIN 153 DUCT LOSS MULT=.05 GAIN MULT=.05 1,281 151 TOTAL FOR ROOM 1 141144 CU FT 1, 7 6 8 SENSIBLE 26,909 3,169 LATENT 153 ROOM - 2 LIVING ROOM TN ZONE 1 13 X 12 WALL 15A 8.OR 12 IN BLOCK NO INS 2-5 FT BELOW ~G4 1,476 0 WINDOW 3D DOUBLE PANE ?SOW E WOOD FRAME FACING-E :16 936 828 TINT-TINTED SHADING-DRAPES OR BLINDS 04/19/2005 TUE 9;53 FAX 614 876 1702 AMERICAN AIR 2003/011 11/05/:4 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 2 VIRGINIS HOMES STANDARD AFZ17,A BTUH BTUH :;4) FT LOSS GAIN SHADING COEFFICIENT = 1 WINTER INFILTRATION 44 CFM 3,518 SUMMER INFILTRATION 32 CFM SENSIBLE GAIN 698 LATENT GAIN 734 PEOPLE 2 600 DUCT LOSS MULT=.05 GAIN MULT=.05 296 106 TOTAL FOR ROOM 2 1,248 CU FT '156 SENSIBLE 6,226 2,232 LATENT 1,194 ROOM 3 FOYER IN ZONE 1 7 X 12 WALT, 12D1 R--11 + 1/2 INCH ASPHALT BOARD R-1.3 21 121 40 WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-F '14 364 322 TINT-TINTED SHADING-DRAPES OR BLINDS SHADING COEFFICIENT = 1 DOOR 10B HOLLOW CORE & WOOD STORM 21 499 164 WINTER INFILTRATION 43 CFM 3,420 SUMMER INFILTRATION 31 CFM SENSIBLE GAIN 679 LATENT GAIN 713 DUCT LOSS MULT=.05 GAIN MULT=.05 220 60 TOTAL FOR ROOM 3 672 CU FT 84 SENSIBLE 4,624 1,264 LATENT 713 ROOM - 4 FIRST FLOOR BATH IN ZONE 1 6 X 12 WALL 12D1 R-11 + 1/2 INCH ASPHALT BOARD R-1.3 48 276 91 WINTER INFILTRATION 0 CFM 0 SUMMER INFILTRATION 0 CFM SENSIBLE GAIN O LATENT GAIN 0 MECHANICAL VENTILATION 50.0 CFM 3,960 1,100 DUCT LOSS MULT=.05 GAIN MULT•-.05 212 60 TOTAL FOR ROOM 4 576 CU FT 72 SENSIBLE 4,448 1,250 LATENT 1,156 ROOM - 5 BEDROOM 5/DEN IN ZONE 1 14 X 12 WALL 12D1 R--11 + 1/2 INCH ASPHALT BOARD R-1.3 193 11112 364 WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-W 'I5 390 345 TINT-TINTED SHADING-DRAPES OR BLINDS SHADING COEFFICIENT = 1 WINTER INFILTRATION 19 CFM 1,466 SUMMER INFILTRATION 13 CFM SENSIBLE GAIN 291 LATENT GAIN 306 04/19/2005 TUE 9:53 FAX 614 876 1702 AMERICAN AIR 004/011 11/05/:4 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 3 VIRGINIS HOMES STANDARD AR2A BTUH BTUH S,~ FT LOSS GAIN DUCT LOSS MULT--'.05 GAIN MULT=.05 148 50 TOTAL FOR ROOM 5 11344 CU FT '168 SENSIBLE 3, 1 1 6 1 , 050 LATENT 306 ROOM - 6 GREAT ROOM IN ZONE 1 20 X 23 WALL 12D1 R-11 + 1/2 INCH ASPHALT BOARD R-1.3 260 1,498 491 WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING .-W 60 1,560 1,380 TINT-TINTED SHADING-DRAPES OR BLINDS SHADING COEFFICIENT = 1 WINTER INFILTRATION 74 CFM 5,863 SUMMER INFILTRATION 53 CFM SENSIBLE GAIN 1,163 LATENT GATN 1 , 223 PEOPLE 2 600 DUCT LOSS MULT=.05 GAIN MULT=.05 446 182 TOTAL FOR ROOM 6 7,360 CU FT 460 SENSIBLE 9,366 3,816 LATENT 1,683 ROOM - 7 KITCHEN/DINETTE IN ZONE 1 20 X 20 WALL 12D1 R-11 + 1/2 INCH ASPHALT BOARD R-1.3 290 1 , 670 548 WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-S 30 780 360 TINT-TINTED SHADING-DRAPES OR BLINDS SHADING COEFFICIENT = 1 WINTER INFILTRATION 37 CFM 2,932 SUMMER INFILTRATION 26 CFM SENSIBLE GAIN 582 LATENT GAIN 611 PEOPLE 2 600 APPLIANCES 1200 DUCT LOSS MULT=.05 GAIN MULT=.05 269 164 TO'N'AL FOR ROOM 7 3,200 CU FT 400 SENSIBLE 5,651 3,454 LATENT 1,071 ROOM 8 LAUNDRY AND HALL IN ZONE 1 21 X 7 WALL 12D1 R-11 + 1/2 INCH ASPHALT BOARD R-1.3 188 1,083 355 WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-S 15 390 180 TINT-TINTED SHADING--DRAPES OR BLINDS SHADING COEFFICIENT = 1 DOOR 10B HOLLOW CORE & WOOD STORM 21 499 164 WINTER INFILTRATION 44 CFM 3,518 SUMMER INFILTRATION 32 CFM SENSIBLE GAIN 698 LATENT GAIN 734 04/19/20a5 TVE 9:53 FAX 614 876 1702 AMERICAN AIR 4005/Ott 11/05/:4 LOGIC 1000 RESIDENTIAL LOADS ANALYSTS PAGE 4 VIRGINIS HOMES STANDARD AREA BTUH BTUH SQ FT LOSS GAIN APPLIANCES 1200 DUCT LOSS MULT=,05 GAIN MULT-.05 274 130 TOTAL FOR ROOM 8 1,176 CU FT 147 SENSIBLE 5,764 2,726 LATENT 734 ROOM - 9 DINING ROOM IN ZONE 1 13 X 12 WALL 12D1 R-11 + 1/2 INCH ASPHALT BOARD R-1.3 84 484 159 WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-F 36 936 828 TINT-TINTED SHADING-DRAPES OR BLINDS SHADING COEFFICIENT = 1 WINTER INFILTRATION 44 CFM 3,518 SUMMER INFILTRATION 32 CFM SENSIBLE GAIN 698 LATENT GAIN 734 DUCT LOSS MULT=.05 GAIN MULT=.05 247 84 TOTAL FOR ROOM 9 1,248 CU FT '156 SENSIBLE 5,184 1,769 LATENT 734 ROOM - 10 BEDROOM 2 IN ZONE 1 17 X 13 WALL 12D1 R-11 + 1/2 INCH ASPHALT BOARD R-1.3 131 755 247 WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-E 45 11170 1,035 TINT-TINTED SHADING-DRAPES OR BLINDS SHADING COEFFICIENT = 1 CEILING 16G DARK R-30 INSULATION 221 525 321 WINTER INFILTRATION 56 CFM 4,397 SUMMER INFILTRATION 40 CFM SENSIBLE GAIN 873 LATENT GAIN 917 PEOPLE 2 600 DUCT LOSS MULT=.05 GAIN MULT=.05 342 154 TOTAL FOR ROOM 10 1 , 7 68 CO FT > 21 SENSIBLE 7,189 3,230 LATENT 1,377 ROOM - 11 SECOND FLOOR BATH IN ZONE 1 11 X 8 WALL 12D1 R-11 + 1/2 INCH ASPHALT BOARD R-1.3 88 507 166 CEILING 16G DARK R-30 INSULATION 88 209 128 WINTER INFILTRATION 0 CFM 0 SUMMER INFILTRATION 0 CFM SENSIBLE GAIN 0 LATENT GAIN 0 MECHANICAL VENTILATION 50.0 CFM 3,960 1,100 04/19/20.05 TUE 9:53 FAX 614 876 1702 AMERICAN AIR 4006/011 11/05/:4 LOGIC 1000 RESIDENTIAL LOADS ANALYSTS PAGE 5 VIRGINIS HOMES STANDARD AREA BTUH BTUH c7 FT LOSS GAIN DUCT LOSS MULT=.05 GAIN MULT=.05 234 70 TOTAL FOR ROOM 11 704 CU FT 88 SENSIBLE 41910 1,464 LATENT 1,156 ROOM - 12 BEDROOM 3 IN ZONE 1 12 X 17 WALL. 12D1 R-11 + 1/2 INCH ASPHALT BOARD R-1.3 202 1,164 381 WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-E 30 780 690 TINT-TINTED SHADING-DRAPES OR BLINDS SHADING COEFFICIENT = 1 CEILING 16G DARK R-30 INSULATION 2,04 485 296 WINTER INFILTRATION 37 CFM 2,932 SUMMER INFILTRATION 26 CFM SENSIBLE GAIN 582 LATENT GAIN 611 PEOPLE 2 600 DUCT LOSS MULT=.05 GAIN MULT=.05 268 127 TOTAL FOR ROOM 12 1,632 CU FT 204 SENSIBLE 5,628 2,677 LATENT 1,071 ROOM- 13 BEDROOM 4 IN ZONE 1 12 X 16 WALL 12D1 R-11 + 1/2 INCH ASPHALT BOARD R-1,3 209 1,204 395 WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-W 15 390 345 TINT-TINTED SHADING-DRAPES OR BLINDS SHADING COEFFICIENT = 1 CEILING 16G DARK R-30 INSULATION 192 456 279 WINTER INFILTRATION 19 CFM 1,466 SUMMER INFILTRATION 13 Cri'M SENSIBLE GAIN 291 LATENT GAIN 306 PEOPLE 2 600 DUCT LOSS MULT'=.05 GAIN MULT=.05 176 95 TOTAL FOR ROOK! 13 1,536 CU FT 192 SENSIBLE 3,692 2,005 LATENT 766 ROOM - 14 MASTER BEDROOM IN ZONE 1 15 X 20 WALL 12D1 R-11 + 1/2 INCH ASPHALT BOARD R-1,3 250 1,440 472 WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING--W 30 780 690 TINT-TINTED SHADING-DRAPES OR BLINDS SHADING COEFFICIENT = 1 CEILING 16G DARK R-30 INSULATION 300 713 436 04/19/2005 TUE 9:53 FAX 614 876 1702 AMERICAN AIR x]007/011 1"1/05/:4 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 6 VIRGINIS HOMES STANDARD AREA BTUH BTUH SQ FT LOSS GAIN WINTER INFILTRATION 37 CFM 2,932 SUMMER INFILTRATION 26 CFM SENSIBLE GAIN 582 "LA'T'ENT GAIN 611 PEOPLE 2 600 DUCT LOSS MULT=.05 GAIN MULT=.05 293 139 TOTAL FOR ROOM 14 2,400 CU FT 300 SENSIBLE 6,157 2,918 LATENT 1,071 ROOM - 15 MASTER BATH IN ZONE 1 15 X 10 WALL 12D1 R-11 + 1/2 INCH ASPHALT BOARD R-1.3 -185 1,066 349 WINDOW 3D DOUBLE PANE LOW E WOOD FRAME FACING-S 15 390 180 TINT-TINTED SHADING-DRAPES OR BLINDS SHADING COEFFICIENT = 1 WINTER INFILTRATION 19 CFM 1,466 SUMMER INFILTRATION 13 CFM SENSIBLE GAIN 291 LATENT GAIN 306 MECHANICAL VENTILATION 50.0 CFM 3,960 1,100 DUCT LOSS MULT=.05 GAIN MULT=.05 344 96 TOTAL FOR ROOM 15 1,200 CU FT 150 SENSIBLE 7,225 2,016 LATENT 1,462 ROOM - 16 WALK IN CLOSET IN ZONE 1 6 X 21 WALL 12D1 R-11 + 1/2 INCH ASPHALT BOARD R-1.3 96 553 181 CEILING 16G DARK R-30 INSULATION "126 299 183 FLOOR 21A BASEMENT FLOORS 36 62 0 WINTER INFILTRATION 0 CFM 0 SUMMER INFILTRATION 0 CFM SENS'I'BLE GAIN 0 LATENT GAIN 0 DUCT LOSS MULT=.05 GAIN MULT=.05 46 18 TOTAL FOR ROOM 16 11008 CU FT 126 SENSIBLE 960 382 LATENT 0 04/19/2005 TUE 9:54 FAX 614 876 1702 AMERICAN AIR 4008/011 11/05/:4 LOGIC 1000 RESIDENTIAL LOADS ANALYSTS PAGE 7 VIRGINIS HOMES STANDARD STRUCTURE TOTALS 41,216 CO FT 4,692 SENST~3LE 107,050 35,421 LATENT 1 4, 645 NOMINAL COOLING CAPACITY NEEDED IS 4.9 TONS (Based on a 0.75 sensible/total load ratio.) VERSION 91.04 ****************k********* * This Heating and Cooling Load Computation was produced using the procedures * and tables of the Air Conditioning Contractors of America's Manual J, * * Seventh Edition. The accuracy of the calculated load=s depends upon the * * accuracy of the data used and the accuracy of the Manual ,_i load calculation * procedures for the given conditions. No warranty, either expressed or * implied, is given by Lennox Industries Inc. with rest?ect to the accuracy * and/or sufficiency of the information provided by this report. *~***~*~~~*yc~c*****YC***~c~c~c**~c*************1cic~c**********•ic*:k ~ r,c a:*******~k**~c******* 04/19/2QU TUE 9:54 FAX 614 876 1702 AMERICAN AIR 4009/011 11/0504 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 8 VIRGINIS HOMES STANDARD CFM CHART FOR A 2,000 CFM BLOWER HEATING > COOLING TOTAL HEATING SENS TOTAL COOLING ROOM AREA LOSS AIR GAIN GAIN AIR NO## ROOM NAME SQ FT BTUH CFM BTLJK BTUH CFM -----------------r 1 BASEMENT 1768 26909 503 3169 3321 133 2 LIVING ROOM 156 6226 116 2232 3426 137 3 FOYER 84 4624 86 1264 1977 79 4 FIRST FLOOR BATH 72 4448 83 1250 2406 96 5 BEDROOM 5/DEN 168 3116 58 1050 1356 54 6 GREAT ROOM 460 9366 175 3816 5498 220 7 KITCHEN/DINETTE 400 5651 106 3d54 4525 181 8 LAUNDRY AND HALL 147 5764 108 2726 3460 138 9 DINING ROOM 156 5184 97 1769 2502 100 10 BEDROOM 2 221 7169 134 3230 4606 184 11 SECOND FLOOR BATH 88 4910 92 1464 2620 105 12 BEDROOM 3 204 5628 105 2677 3748 150 13 BEDROOM 4 192 3692 69 2005 2770 111 14 MASTER BEDROOM 300 6157 115 2318 3990 159 15 MASTER BATH 150 7225 135 2016 3478 139 16 WALK IN CLOSET 126 960 ---18 382 ----382 15 ZONE 1 TOTALS 4692 107050 2000 35421 50066 2001 * NO WARRANTY, EITHER EXPRESSED OR IM001ED IS GIVEN W]:'iH RESPECT TO THE ACCURACY OR SUFFICIENCY OF THE INFORMATION PROVIDED, AND THE USER MUST ASSUME ALL RISKS AND RESPONSIBILITIES 1N CONNECTION WITH ITS USE THEREOF. 04/19/2005 TUE 9:54 FAX 614 876 1702 AMERICAN AIR 010/011 WORK DATA FILE 1 DESCR,LOADS 2 DESCR,FOR STEVE 3 DESIGN,72,0,72,92,M,73,40,0.5,0.7 4 ROOM,BASEMENT,1,52,34,8,0101010,0..05,0.05 5 WALL,14A,172,2,72,2010 6 WINDOW,3D,1,1,1,1.5,2.5,0,N,1 7 WINDOW,3D,1,1,1,1.5,2.5,0,S,1 8 WALL,15A,172,6,72,20,0 9 FLOOR,21A,52,34,72,20 10 ROOM,LIVING ROOM,1,13,12,8,2,0,0,0,0.05,0.05 11 WALL,15A,25,8,72,20,0 12 WINDOW,3D,1,1,1,3,6,0,E,2 13 ROOM,FOYER,1,7,12,8,0,0,0,0,0.05,0.05 14 WALL,12D1,7,8,72,20,0 15 WINDOW,3D,1,1,1,1,7,O,E,2 16 DOOR110B,3,7,1 17 ROOM,FIRST FLOOR BATH,116,12,8,0,0,0,50,0.05,0.05 18 WALL, 1 2D1 , 6, 8, 72, 20, 0 19 ROOM,BEDROOM 5/DEN,1,14,12,8,0,0,0,0,0.05,0.05 20 WALL,12D1,26,8,72,20,0 21 WINDOW,3D,1,1,1,3,5,0,W,1 22 ROOM,GREAT ROOM,1,20,23,16,2,0,0,0,0.05,0.05 23 WALL,12D1,20,16,72,20,0 24 WINDOW,3D,1,1,1,3,5,0,W,.4 25 ROOM,KITCHEN/DINETTE,1,20,20,8,2,1,0,0,0.05,0.05 26 WALL,12D1,40,8,72,20,0 27 WINDOW,3D,1,1,1,3,5,0,S,2 28 ROOM,LAUNDRY AND HALL,1,21,7,6,0,1,0,0,0.05,0.05 29 WALL,12D1,28,8,72,20,0 30 WINDOW,3D,1,1,1,3,5,0,S,1 31 DOOR,10B,3,7,1 32 ROOM,DINING ROOM,1,13,12,8,0,0,0,0,0.05,0.05 33 WALL,12D1,15,8,72,20,0 34 WINDOW,3D,1,1,1,3,6,O,E,2 35 ROOM,BEDROOM 2,1,17,13,8,2,0,0,0,0.05,0.05 36 WALL,12D1,22,8,72,20,0 37 WINDOW,3D,1,1,1,3,510,E,3 38 CLIL116G,17,13,72,20,1 39 ROOM,SECOND FLOOR BATH,1,11,8,8.,0,0,0,50,0.05,0.05 40 WALL,12D1,1118,72,20,0 41 CEIL,16G,11,8,72,20,1 42 ROOM,BEDROOM 311,12,17,8,2,0,0,0,0.05,0.05 43 WALL,12D1,29,8,72,20,0 44 WINDOW,3D,1,1,1,3,5,..O,E,2 45 CEIL,16G,12,17,72,20,1 46 ROOM,BEDROOM 4,1,12,16,8,2,01010,0.05,0.05 47 WALL,12D1,28,8,72,20,0 48 WINDOW,3D,1,1,1,3,5,0,W,1 49 CEIL,16G,12,16,72,20,1 50 ROOM,MASTER BEDROOM,1,15,20,8,2,0,0,0,0.05,0.05 51 WALL,12D1,35,8,72,20,0 52 WINDOW,3D,1,1,1,3,5,0,W,2 53 CEIL,16G,15,20,72,20,1 04/19/2005 TVE 9:54 FAX 614 876 1702 AMERICAN AIR ~Oll/011 54 ROOM,MASTER BATH,1,15,10,8,0,0,0,50,0.05,0.05 55 WALL112D1,25,8,72,20,0 56 WINDOW,3D,1,1,1,3,5,0,S,1 57 ROOM,WALK IN CLOSET,1,6,21,8,0,0,0,0,0.05,0.05 58 WALL,12D1,12,8,72120,0 59 CEIL,16G,6;21,72,20I 60 FLOOR,21A,6,6,72,20 r - ~......L..r..ri.n..,¦.+..r+rnhrrwrir+inrrr~-: D7-~o 1330 Permit Number waa> /v/ 0 7 REScheck Compliance Certificate Checked By/Date 2003 IECC REScheck So$ware Version 3.6 Release 2 Data filename: C:\MECCHECK\042 BSC.rck PROJECT TITLE: LOT #42 BISHOP'S CROSSING CITY: Dublin (Franklin) STATE: Ohio HDD: 5719 CONSTRUCTION TYPE: Single Family WINDOW / WALL RATIO: 0.12 DATE: 09/04/07 DATE OF PLANS: 9/4/07 PROJECT DESCRIPTION: SEKAR & RAMAN REISDENCE 7674 MILL STREET DRIVE DUBLIN, OHIO DESIGNER/CONTRACTOR: VIRGINA HOMES 209 E. STATE STREET COLUMBUS, OHIO 43215 614.228.0404 COMPLIANCE: Passes Maximum UA = 608 Your Home UA = 570 6.2% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value -Fa for _VAA Ceiling 1: All-Wood Joist/Ra$er/Truss 1802 35.0 0.0 58 Exterior Wall 1: Wood Frame, 16" o.c. 2465 13.0 0.5 171 Window 1: Vinyl Frame:Single Pane 348 0.490 171 Door 1: Solid 37 0.200 7 Wall 4: Wood Frame, 16" o.c. 370 19.0 0.5 22 Basement Wall 1: Solid Concrete or Masonry 672 0.0 5.0 62 Wall height: 8.0' Depth below grade: 7.0' Insulation depth: 7.0' Basement Wall 2: Solid Concrete or Masonry 104 0.0 0.0 23 Wall height: 8.0' Depth below grade: 7.0' Insulation depth: 0.0' Floor 1: All-Wood Joist/T russ: Over Unconditioned Space 85 19.0 0.0 4 Floor 2: All-Wood Joist/Truss:Over Outside Air 47 19.0 0.0 2 Crawl 1: Solid Concrete or Masonry 368 0.0 5.0 50 Wall height: 4.0' Depth below grade: 3.0' Insulation depth: 3.0' Furnace 1: Forced Hot Air, 90 AFUE Air Conditioner 1: Electric Central Air, 10 SEER COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in REScheck Version 3.6 Release 2 (f)rmerly MECcheck) and to comply with the mandatory requirem~tedd REScheck Inspection Checklist. a Date I L REScheck Inspection Checklist 2003 IECC REScheck Software Version 3.6 Release 2 DATE: 09/04/07 PROJECT TITLE: LOT #42 BISHOP'S CROSSING Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: All-Wood Joist/Rafter/Truss, R-35.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Exterior Wall 1: Wood Frame, 16" o.c., R-13.0 cavity + R-0.5 continuous insulation Comments: [ ] 2. Wall 4: Wood Frame, 16" o.c., R-19.0 cavity + R-0.5 continuous insulation Comments: Basement Walls: [ ] 1. Basement Wall 1: Solid Concrete or Masonry, 8.0' ht/7.0' bg/7.0' insul, R-5.0 continuous insulation Comments: Exterior insulation must have a rigid, opaque, weather-resistant protective covering that covers the exposed (above-grade) insulation and extends at least 6 in. below grade. [ ] 2. Basement Wall 2: Solid Concrete or Masonry, 8.0' ht/7.0' bg/0.0' insul, R-0 (uninsulated) Comments: Windows: [ ] 1. Window 1: Vinyl Frame:Single Pane, U-factor: 0.490 For windows without labeled U-factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments: Doors: [ ] 1. Door 1: Solid, U-factor: 0.200 Comments: Floors: [ ] 1. Floor 1: All-Wood Joist/Truss:Over Unconditioned Space, R-19.0 cavity insulation Comments: [ ] 2. Floor 2: All-Wood Joist/Truss:Over Outside Air, R-19.0 cavity insulation Comments: Crawl Space Walls: [ ] 1. Crawl 1: Solid Concrete or Masonry, 4.0' ht/3.0' bg/3.0' insul, R-5.0 continuous insulation Comments: Applies to walls ofunventilated crawl spaces. Exterior insulation must have a rigid, opaque, weather-resistant protective covering that covers the exposed (above-grade) insulation and extends at least 6 in. below grade. Heating and Cooling Equipment: [ ] 1. Furnace 1: Forced Hot Air, 90 AFUE or higher Make and Model Number [ ] 2. Air Conditioner 1: Electric Central Air, 10 SEER or higher Make and Model Number Air Leakage: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-IC rated, the fixture must be installed with a 3" clearance from insulation. Skylights: [ ] Minimum insulation requirement fDr skylight shafts equal to or greater than 12 inches is R-19. Vapor Retarder: [ ] Required on the wane-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values, glazing U-factors, and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces (except basements) must be insulated to R-2. [ ] Where exterior walls are used as plenums, the wall must be insulated to R-8. Insulation is not required on return ducts in basements. Duct Construction: [ ] Duct connections to flanges of air distribution system equipment must be sealed and mechanically fastened. [ ] I All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 181B. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut of the heating and/or cooling input to each zone or floor shall be provided. Now a Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part ofa circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/offheater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 'F or chilled fluids below 55 'F must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature ( Fl Un to 1„ Un to 1.25" 1.5" to 2.0" Over 2„ 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Pining System Types Range ( F) 2" Runouts 1" and Less 1.25" to 2" 2.5" to 4„ Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 106-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) APPLICATION FOR BUILDING PERMIT This form is provided by the Building Industry Association of Ohio as a public service. THE Builders PERMIT NUMBER Issued in Ohio Under Authority of Dublin Auditors Taxing District 273 Parcel Number - o 61 L Address of Property 7674 MILL STREET DRIVE _ v , a p Subdivision BISHOP'S CROSSING Lot 42 Applicants Name VIRGINIA HOMES Phone Number (614) 228-0404 Email Address ROB@VIRGINIA-HOMES.COM Fax Number (614) 228-2454 Owner's Name SAME AS ABOVE Phone Number Address c Designer's Name Phone Number ~a a Q Address " Builder's Name VIRGINIA HOMES Phone Number (614) 228-0404 Address 209 EAST STATE STREET Builder's ID Type of Improvement New One-Family Residential Improvement Cost $294,500.00 Number of Bedrooms 4 Heating Fuel Natural Gas Number of Gas 4 Appliances Per Unit Number of Baths 2.5 Sewage Disposal Public Garage Type Attached Building Height 34 Water Supply Public Number Car Garage 3 c Building Zoning Unfinished Basement -KM f //9 Lot Area 14,538.00 Finished Basement N/A Total % Occupied by Structure 21.14% Lower Level 0 Front Setback 32.0' c Ist Floor !669 Jtp~p~ Rear Scrback 54.65' 2nd Floor 1583 Right Setback 32.00' 3rd Floor N/A Left Setback 15.00' Other Lot Width at Building Line 110.0' Garage 648 G 4/0 Deck/Screened In Porch N/A~ Zoning District Gross Square Feet Existing Use of Property VACANT Building Area at Ground Level 2410 Living Area 3252 Flood Plain ? YES ? NO 0 z Excavator License Number Fee Schedule c 0 Plumbing License Number Initial 6 40. Electric License Number Occupancy s; c HVAC License Number Footage u Fireplace License Number Zoning o° U This section only to be filled out if required by Jurisdiction. _Alt/Addtn. The owner of this building and undersigned, do hereby covenant and agree to comply with all the laws of the Plan Exam C L State of Ohio and the ordinances of this jurisdiction, pertaining to building and buildings, and to construct the proposed building or structure or make the hange or alteration in accordance with the plans and Gas Piping specifications submitted herewrt certify tha he tormati and statements given on this application, ow , drawings and specifications ar to the est of thei ow and correct. Other Q Signature of Applicant 5 6 Total Date Received Date Received Date Received Date Approved Date Approved 0/ Date A roved w C 1 Zoning Official Plans Examiner Issuing Authority CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 07-00201330 Date 10/22/07 Revision number . . . . . . . 2 Property Address . . . . . . 7674 MILL SPRINGS DR Parcel Number: 147-0118010000 Alternate Address: BISHOP'S CROSSING #42 Tenant nbr, name . . . . . . SQ FT 5008 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . . . VIRGINIA HOMES, LTD. Permit . . . . . . RESIDENTIAL BUILDING PERMIT Additional desc . . Permit Fee . . . . 500.00 Plan Check Fee .00 Issue Date . . . . ~o•a3 Valuation . . . . 0 Expiration Date . . 4/19/08 Qty Unit Charge Per Extension BASE FEE 140.00 9.00 40.0000 RES BLDG PLAN REVIEW 360.00 Permit . . . . . . RES HEATING, VENTILATING, A.C. Additional desc . . Permit Fee . . . . 230.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/19/08 Qty Unit Charge Per Extension BASE FEE 50.00 9.00 20.0000 RES HVAC 180.00 Permit . . . . . . LOW VOLTAGE ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 130.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date 4/19/08 Qty Unit Charge Per Extension BASE FEE 40.00 9.00 10.0000 RES ELECTRICAL LOW VOLTAGE 90.00 Permit . . . . . . GAS LINE PERMIT Additional desc . . Permit Fee . . . . 70.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/19/08 Qty Unit Charge Per Extension This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Page 2 Application Number . . . . . 07-00201330 Date 10/22/07 Revision number . . . . . . . 2 Qty Unit Charge Per Extension BASE FEE 70.00 Permit . . . . . . WATER PERMIT Additional desc . . Permit Fee . . . . 1600.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/19/08 Qty Unit Charge Per Extension 1.00 1600.0000 EA WATER DUBLIN .75" WATER TAP 1600.00 Special Notes and Comments First floor elevation is currently shown to be same elevation as grade around house. Top of wall shown below grade must be atleast 1' above grade around house. NOTICE TO APPLICANT SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED RESTRICTIONS REQUIRED BY TITLE. SIDEWALKS REQUIRED Contact ENGINEERING to coordinate 614-410-4624 PROTECT LANDSCAPING as per Dublin's Landscape Inspector at (614) 410-4660. STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES are required in the front yard of this lot, No Closer than SEVEN FEET to a Side Property Line. YARD TREES are to be chosen from the species listed on the City of Dublin approved Street Tree List. Installation will occur during the landscape phase of this house. Placement of the THREE TREES will be Field-Verified by The City PRIOR to INSTALLATION. CORNER and THROUGH LOTS Shall Meet This requirement on all street frontages. Air conditioning units are NOT PERMITTED within REQUIRED Side or Rear yards. Screen ALL Mechanical Units & Service Structures to top of unit including utility features and air conditioning units. This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 Page 3 Application Number . . . . . 07-00201330 Date 10/22/07 Revision number . . . . . . . 2 Special Notes and Comments Contact PLANNING DIVISION 410-4600 Other Fees . . . . . . . RES BLDG INSPECTION 510.00 RES CERTIFICATE OF OCC 30.00 SEWER DUBLIN 2000.00 SEWER COLUMBUS 3044.00 SEWER INSPECTION FEE 120.00 Fee summary Charged Paid Credited Due Permit Fee Total 2530.00 .00 .00 2530.00 Plan Check Total .00 .00 .00 .00 Other Fee Total 5704.00 .00 .00 5704.00 Grand Total 8234.00 .00 .00 8234.00 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 These drawings have been reviewed for and shall comply with the 2004 Edition of the Residential Code of Ohio. PLAN REVIEW CHECKLIST Application No.0 1.'3 3 O o / E E Date Reviewed_ 9~~yj0 7 O 0 n U 0 ~ u CL Plan Reviewer's Comments & Notes Reviewed By 0 o Z a U c, a Q ~ 'u v o Approved Disapproved o = z . LA N E ~ OBBC Model Energy Code (EC Cheek worksheet req: ,ed Manual J/Electric Loads Houses over 3.000 Sq Ft Ordinance Stair Risers & Treads 7 3/4' max. riser 10" min. treads and 6'8' hoadroom R303.6 Stairway Illumination R311 Handrails & Guards / R312 Y R303.1 Light & Ventilation Schedules Schedules Ro quired on Pla-s; houses, additions and ? sunrooms R306 Sanitation • Fixture Clearance R307 Figure 307.2 R308 Required Safety Glazing 110/ R309 Attached Garage Fire Separation 1318's.c. or 20 min, door a-d 5/8"gyp. Bd. Typo "x" on all common walls per City Ordinance R310 Bedroom Emergency Egress 0-e 5.7 sq. 1t. (24'not hgt. 20'r.et width) max. window still hgt. 0(44"a ft. R311 Exits R311.4.2.1 Interior Doors Bath 2'4"x 6'8', habitable s;a:e 216'x 6'8'(min) R311.4.3 Landings Minimum 3' x 3' R311.2.2 Understair Protection 1y2-gyp. Bd. Type "X" R313 Smoke Detector Locations Bsmt.1halhvay/bedrooms v,:,ed to prime electric/battery pack - uplinterconnected Ordinance Carbon Monoxide Detector Outside sleeping areas R317 Foam plastic separation R401.4.1 Soil bearing capacity ? Use 1,500 ps/ R403 Footing/pier/pad size & location(s) i/ R403.1.6 Foundation anchorage 112' anchor bolt @ 6'0" cc;7' into masorrl & concrete Stamped engineered rounda':on plan required for R40d Foundation wall sizes & reinforcements ? houses and additions R405 Foundation drainage systems R406 Damproofing or waterproofing R502.3 Floor joist(s) allowable spans Lumber specirications required on dras,irgs R502.5 Allowable girder spans Per Tables R502.5(1) & R5G2.5(2) R502.6 Bearing 1 1/2" (or wood & steel/ 3' fcrmasonry & concrete R502.11.4 , Floor Trusses Engineered design required at Frame Inspection PLAN REVIEW CHECKLIST c 'n o T y~ E ' O a n U o ~u M CL c Plan Reviewer's Comments & Notes C C. E Z 9 G U u n Q v o o u~i Z N > c o R503 Floor sheathing R(402.2) Concrete floors on ground ? R 506 R602 Wood wall framing R602.7 Headers ? Tables 503.5(1) & R5025; 2 R602.10 Wall bracing R603 Steel wall framing ve R703.7 Masonry veneer ~K Table 703.4 R802 Wood roof framing Show (runs prordos on roofF;an R802.3 Framing details Rafter t:cs, joist not perpen;'cular to raters R802.4 Allowable ceiling joist spans R802.5 Allowable rafter spans 8802.10 Roof trusses Stamped engineered roof trusses roquired at framing inspection R807,1 Attic access 22" x 30- R11001 Masonry chimneys Spark arrestor with rain cap ;or City Ordinance 81002 Factory built chimneys Spark arrestor with rain cap R1003 Masonry fireplaces Table iC03.1 & Figure 1003 1 R 1004 Factory built fireplaces R1005 Exterior air supply M1701 Combustion air 50 cubic per 1,000 btu/h 8502.3.1 Stud size & spacing Table R602.3.1(2) Front & Back Fcrm Re~,ised 04/12105 - - _ _ - Tn ~t N N N w 'mil W O ~ N ~ ~ o 0 H H ~ a V 0 ~ Mr'1 N U ~ N t u w z 0 x a r 52'-0" ~ 2'-8" 1T-II" 11'-II" 3'-b" Ib'-I" 3'-b" 8'-4" " H hr'1 0 U (4) 45 0 12'-2 I/2" F~'1 N i "r H 0 _ ~ ~ BEDROOM #4 ~ Oz m ' BONUS ROOM m M, BEDROOM ' p GARPET u- ~ S ~ ~ CARPET u. ~ CARPET ~ _ g 0 I P 5'-0° 5'-31/2" ' I 3'-0 I/2" 2 8 2 8 ~ I'-0" 5'-I" 5'-4" 4'-b" - R/5 111 ry J 266b ~ ~ ~ - d' lL u. m - m m ' HALL 999E U1 N N ~ J ~ 5'-0 I/2" GARPEr 12'-b" 4 b" r - - ~ u~ g ~ ~ 0 0 i i I I 0 a ~ m N 999E 999E WOOD RAILING iv I k~$ I m - IQ~An ~ ~rf~ ~ ~ N i DN Ib ° ~ ~ ~ , m ~ ~ ~ HA IL GARPEr ~ M, B TH ~ ~ " 0 z RE IL. ~ \ / ~ ~ ~ ~ ~ ~ ~ II'-4" 5'-0" ~ 5'- " 1468 12'-11/2" ~ 0 ~ - 0 - ~ ~ 0 oa o C CV u1 ~ ~ //~s~°' ^ ~ n/ N G / ~ n IJ- BEDROOM #3 oo ~ $ /I\ L \V V/ car. ~ ~ ~ ~ N ~ BATH ~ W.I,C, ~ ~ RESIL, cARPEr ~ ~ 0 ZJ = q BEDROOM #2 N ~ ~ ~ CARPET m ~ ~ Lam'- ~ z_ Q o m ~ (4) 2X4 STUDS ? 3'-10112" _ _ _ _ _ FOR BRG. 2'-I" 3'-1" 3'-1" GiIRDER TW155 (4) 2X4 STUDS ~ ROOF TRU55E5 FOR BRG. I ABOVE 3'- " 6'-I" nl a~ v~ ~ 13'-4° VERI Y ~ R/5 VERIFY O o z 0 6'-0° 12'-4° 12'-4" 1'-0" 1'-0" 18'-4° VERIFY ALL DRAWIN5 ANO 1+P21TTEN MATERIAL AaPEARIN6 HEREIN CANSTIN(E THE ORIGINAL AND IINPJBLISHED FIELD VERIFY {SEE ELEV.) VERIFY woRK oP DAwvwN PHILLIPS INC. THE sArHE MAr 52'-0" TO A hiIRD PARi~ DTNOHT THE E~RE55 WRITTEN LONSBIT OF DAVID50N PHILLIPS INO. V~WIOH RETAI - ~ 1HE fAMMON LAN OOPYR16NT TO THIS MATERIPL DATE: 8/Ib/Ol REVISED: SECOND F IND FLOOR PLAN 1/4" : -0" SHEET # 1-3 - - _ 1 N N N 12 r+ 12 c., rT~ 12 12 ~ w w 10 H ~ Q to ' W m o ~ ~ r o w~. F 03 3030 ~ ~ , ~ ~ a1 TEMP ~ ,~...r 6010 TRANSOM IN REQ. ~ DUBI. ' 3050 3050 3050 3050 3050 3050 ~ 12 '0 z ~ to ~7 ~ ~ r h r~ ~ ~ V ~ ~ DUBLIN REQ. 4 STUCCO STUCCO N U O . w I 1.' fi~ 1' N ~ ~ ~ ~ dam' 5nxco SSA i0 ~ ~ ~ ~J1UGG(0 3030 3030 '''a 1' ~ ~ I Q ~ u 3050 3050 3050 3050 9068 '0 ~ ~ 3050 W IDE z x ~ ~ ~ a I 118° = I'-0' I/8° = I'-0' 1,8" .11-0" RIGH'~ ELEVATION I,b" II-0II r^ r V J~--j F/-i. ! H L rT~rT~~ u; h~ DUBLIN ~FT~~ EXTERIOR ELEVATION NOTES, EXTERIOR ELEVATION NOTE; W SHINGLES: NORiZON SHINGLES ;`4~>~;, LIFE EXPECTANCY: 30 YEAR STUGCA Y~16HT: 245 LB. 0 FATHER EXP05URE: 5" STUCCO STONE 51DING: SMART TRIM SIDIN6 (WOOD SIDING 30 YR LIFE ) SMART TRIM SIDING FASGIAr IXb SMART TRIM _ ~ ~ f WOOD 51DING 30 YR LIFE ) BRICK 50FFIT: SMART TRIM VENTED (WOOD 5lDIN6 30 YR. LIFE ) HORIZON DIMENTIONAL SHINGLES w CORNER TRIM: IX6 SMART TRIM PER ELEVATION (WOOD 51DIN6 30 YR LIFE) GARNER TRIM; IXb SMART TRIM PER ELEVATION WINDOW TRIM: IX6 SMART TRIM P~ ELEVATION FASCIA: IX6 SMART TRIM l WOOD 51DIN6 30 YR LIFE) 12 GUTTER: ALUMINJM 12 RAKE: IX6 SMART TRIM PER ELEVATION 12 12 - FREIZE BRA: IX6 SMART TRIM PER B..EVATION > SOFFIT: VENTED SMART TRIM m >n WINDOW TYPE: VINYL SINLE HUNG GARAGE DOOR: T'-0' HIGH RAISED PANEL INSULATED OVERHEAp DOOR i a~ o PORCH COLUMNS; NA ~ ~ RIDGE VgJT: CONTINUOUS WINDOW TRIM: IXb SMART TRIM PER ELEVATION v GROWN MOLDING: NA ~ ~ GARAGE DOOR IX6 SMART TRIM PER ELEVATION HEAD TRIM: 4~ p p z ~ ~ ~ ~ ~ ~ ~,,FYPON. WINg01 . ~ c~ ~ ~ FYPON WINDOW HEAD ~ ~ ~ SEALANT a - - _ ~ ~ 3' ~ O 12'X24" FYPON ARCH TOP VE~1T f T P d' h-i l(1 BRICK ROWLOCK 51LL - _ _ ~ ~ 5EE ELEV ~ ~ ~ $ _ t: ~ ~ ~ - ~ / ~ ~ l 12"X30' FYPON ARCH TOP ~ ~ VENT W/ IX4 SMART TRIM TYP _ - BRICK VENEER 8' DRY\/IT TRIM .8" DRYVIT TR " Y LL AND ~ 12' X 24" DRYVIT ARCH TO I/2 DR WA N 2X4 - - _ INSL. BRD, 0 5 b Ib' O.G. ~ OR 2X6 STUD _ ~ ,FYPON WINDOW HEAD .;FYPON WINDOI W/ R-I3 INSULATION PYPON WINDOW HEAD O z 0 ~ _ _ _ Q ` _ a ~ I- ~ ? J ~ $ V4" = I'-O' - _ ~ Q F R $ u; - ~ ~ ~ ~ cOPrRISHr m~ • • - A1L ORAWNB AND Wi1rIEN MATERIAL APPEARING ~ ~ _ ~ z 0 - ~ ® HEREIN CONSTINIE THE ORIGINAL AND IAVPUBLISH~ ¦ ? ? . WORK OF DAVID50N PHIWP5INL. THE SAME MAY t IANS@IT OF DAVIDSON PHI W PS INL. WHICH RETAI V THE fAMNON LAW GOPfR16Hf TD MI5 MATFitlA1 0 6' 06' ~ ~ ~ • • _ NOi BE fAPIED USFD DISGLO~D CR GON516NE0 fO A THIRD PARfY WTHg1T THE EXI'RE55 WRTIEN 5'-4" I~l~lf loll-1(~l~ll~ _ _ _ . _ _ REVISED; WINDOW DETAIL ENTRY DETAIL 1/40 r ¦ Door-] ® 10/2/01 ADD TRANSOM 10/5/01 ADD TRANSOM AT ENTRY 1/4"= V--O" NOTE: MOVE SECOND FLOOR WALL OVER GA FRONT ELEVATION I/4' = I'-0" WIT GARAGE A5 REQUIRED TO ALIGN RIDGE 72-1 WITH WINDONS AND GABLE VENT ABOVE i 1/2' DIA. X 10" ANCHOR BOLT AT 6'-0" O.G. ON ALL WALLS 6' THICK OR THICKER 6'-0' O.G. ON 4' BRICK LEDGE USING IS' PROVIDE ADEQUATE SLOPE ANCHOR BOLTS AWAY FROM WALL 50 THAT 2X8 PRESURE TREATED PLATE WHEN FILL ADJACENT TO WALL SETTLES, WATER DRAINS AWAY FROM, WALL O 3" MIN. BOLT GROUND COVER TO PROJECTION SHED WATER 8" POURED LONG. WALL ` GLEAN BACKFILL PROVIDE BOND BREAKER FOLLOW 0.5.HA. BETWEEN WALL AND . RECOMMENDATIONS ' c FOR SLOPE WHEN UNSTABLE GROUND 15 ENCOUNTERED 6 MIL POLYRT14YLENE jepusugdiq BARRIER TAPE JDIN0T5ROR OVERLAP 6' W F .~~,~`,S • OF ~ti% 4' CONC. SLAB OVER 4'°:•_: GR Y MIN. GRAVEL PLACE ON - ° ° o p ° I H NATURAL UNDISTURBED 501L 0 00 ° DD° RAK p p C0°° Op 3/4' GRAVEL BAGKFILL • 0 00 °oo o E- 751 _qj 00 000-00 ~ o pl ° ° WIEEPHOLES 48' O.G. ~•4 00 ° ,ONALO; O 3' DIA, PLASTIC DRAIN TILE 8' FOOTING SHALL BEAR ON PLACE WITH HOLES ON BOTTOM NATURAL UNDISTURBED 501L i CONNECT TO SELF CONTAINED 'V SUMP WITH PUMP OR GRAVITY p DRAIN VIRGINIA HOMES 8'-0" FOUNDATION ! WALL DETAIL 1152 GOODALE BLVD I/2'=r-o• COLUMBUS, OHIO 43212 ~ 8" CONCRETE WALLS TO BE 3000 PSI 8"X16" CONC. FOOTER TO BE 2500 PSI PHONE: (614) 297-0404 FAX: (614) 297-0383 PERMIT NUMBER: CITY OF DUBLIN o 0-4- ~ O 1330 DIVISION OF ENGINEERING CITY OF DUBLIN RESIDENTIAL BUILDING PERMIT SITE PLAN REVIEW CHECKLIST Subdivision: Lot Number: Reviewer: EP P Address: > Date: in • i n4 ITEM DESCRIPTION YES NO N/A I Is this a revision to a Master Grading Plan? If Yes, verify that Design Engineer has submitted a revision for approval to the Master Grading Plan. If No, proceed with review. 2 Lot elevations match Master Grading Plan. 3 Are existing elevations on the site plan for a new home in an older subdivision or a plan with unusual grading field verified? If Yes, proceed with review. If No, request field verification. 4 Additional spot grades are shown on driveway and at the rear edge of the pedestrian path. / 5 A distance is shown from the front of the garage (for a front-loaded garage) or at the street side edge of J the apron (for a side-loaded garage) to the rear edge of the pedestrian path. 6 The driveway slope is less than 8.0%. 7 Driveway width is less than 26 feet at the curb line and 20 feet at the right-of-way 8 Driveway is located more than 3 feet from the property line and 6 feet from a fire hydrant. f 9 Side yards do not exceed 3:1 slopes. 10 A major flood routing path is located on this lot. If Yes, does it match Master Grading Plan? If No, proceed with review. 11 First floor elevation is shown (not to be verified). 12 Basement floor slab elevation is shown (not to be verified). 13 Garage floor elevation is shown (not to be verified). 14 Sanitary sewer lateral location and elevations at tap and foundation are shown and labeled. 15 One-foot or more clearance is shown between basement floor slab elevation and end of service elevation ? for the sanitary sewer lateral. f? 16 Location and size of water service tap is shown and labeled. 17 Sanitary and storm structures are shown, labeled and match the approved construction drawings. 18 Water main and nearest fire hydrant are shown, labeled and match the approved construction drawings / 19 Required sidewalk and/or bike path location and size is shown and labeled. 20 Location and size of existing sidewalk/bike path along side property line is shown and labeled. ? 21 Tree lawn size is shown and labeled as 7 feet. 22 100-year Floodplain, Floodway, and Floodway + 20 feet is shown and labeled / FEMA FIRM Map Number: 1508 Effective Date: Q Cf -,g:7 91 23 Erosion control is shown, labeled and matches the approved construction drawings rt 24 Tree protection fencing is shown, labeled and matches the approved construction drawings ?I.U- 25 "No Parking Zone" along street frontage is shown, labeled and matches the recorded Final Plat 26 Easements are shown, labeled and match the recorded Final Plat V 27 The drawing scale is shown. 28 A north arrow is shown. 29 If a corner lot, address should be for street that the front door faces. Comments: REVIEW RESULTS: C' APPROVED ? DISAPPROVED ? Expedited Second Review If this Site plan is disapproved, please return this checklist, the redlined Site plan, and two revised permit applications to the Division of Building Standards. 8/15/2007 N:\Engineering\P0LICY\ENGP0L019.doc REVISION DATE & REQUEST 5750 Chandler Court 1Vestervilla, OH 43082 H / T i NC m.nz.o~ ADD AS-BUILT ELEVATIONS/REV. F.F. E-Mail: hoyssinc@aol.com Y 2 Phone (614) 895-1922 Survey Fax (614) 895-1949 SURV YING s Construcfion Fax (614) 895-9549 SERVTC S, INC. FOR VIRGINIA HOMES HOUSE STYLE CUSTOM LOT/SUBDIVISION 42 BISHOP'S CROSSING aTY of DUBLIN SCALE 1" = 20' PB. 5 PG. 117 DATE 09.04.07 ORDER N0. DRAB CK. FLOOD ZONE X COMM. PANEL 390808 PAGE O15OB F Q '0 DATE 09-27-91 MINIMUMS R:2$% ~'~~O ~O S:6'/18' 2 2992 76 4 MILL P I ~~~9 9 . 7 S RINGS DRIVE 50 INDICATES MAJOR c^ (BMC) FLOOD ROUTE CURB INLET EROSION '0~9~ lli T.C.= 928.27 9 9 ~ 929.40 ? CONTROL ~F tia 11' BlC ? ~ T B1C ~ ~ oQ 4' WALK 929.3b 85.00' ~ f~& 929.70 928.90 ~F/N,~~ 8a , t1G~ s 25' EASEMENT SLOPE _ '`~6, i,~/ 4.18% 32.00' d' ~ J ~ SAN. SEW. TAP 930.20 28.00' ~ E.O.S.-920.00 ~ ~ ~ DRIVE 30 BLDG. LINES ~ 0 11.00 ° 21.670 o ~ J 930.7 0 1 M M10.33 F., ~ o? t 10.00M ? ~ ~ ~ 15.00' 11.00 ~ d' ~ 10.00 0 ? I ~ BA535MB NT V . i ~ ~ o F.F.=932.70 ~ ~ ~ 32.00' N o ~ ~ B.F.=921.9 ~ M ? ~ ~ o 43 ~ N BASIC o ; ~ F.F.=931.70 ~ o I o r, I o 52.00 01 o ~,.-,r-~~ "'O P..i~E'LlCf~l ~1 i cti~t`'°J' 930.70 ' ~~cl~~l~ assu~l~~lori IwIEw , i rr ,~1F u~ ~ ~ r;1 11REn l7LED ~ 1/ ,i r`~rl ~ ~t; LIAilCE: ~ A~C UNIT ~ F f01 Cl ,f~ ~1} i ~ ,;1 ' I, , ~ CPU, , ~~,1f IGihf IIVCNANiS ~7i urn i ' 1. f~~ ~''~I~.r,BLC I,f;' .EQUIP' D [ 11T1.E. ~ h,~,~~; i~t;~ ~;~~~„~,ii,,,c~ 5 ~ 42 a ~ ~ ~ SSA AN lt~ec~~~ical tls ~ J ~ z ~ ~ FADM PUBIIG R,D.w. 54.66' ~ 00 CAIN PLANNING DMSIDN ~ ~ ao ~ ~ ~ N oz 1NG c4Nl~1.lANC~ ~F~`RQ~i~~ ~~•1"~[~ 20' NO BUILD ZONE ~ o o ~ ~ w~ c1'i'1r 13~Is1=~'~~~~~ N ~ ~0-! ~-f~7 V~ 6' EASEMENT ~ 929.50 ~ EX. 110.00' MANHOLE fe~e0 .-z •-z T.C.= 929:' MUST BE INSTALLED ANn'"'~pFr,TfO PRIOR 1O STARi OF ANY CONST ~ ~ s? CAII PLANNING DNISION FOR INSPECIIDN W ~ NOTE :BUILDERS TO PROVIDE ? F.F.=~30.9~0 GCIVEERINGC011tpt,IANC'E U ~ TREE PROTECTION DURING A ~ ~ City of Dublin ~ ~ ~I ~re~t Trcea Re wired PHASES OF CONSTRUCTION. CAII CI1Y FDREStEA BEFDREAppROVED AS NOTE2D ~ , ~ ~ ~ ORDER AND INSTALLATION ~ r)0 , T ~r LANDSCAPE CODE REQUIRES AT LEAST FIVE, 2-1/2 INCH ~"NOTE: WATER SERVICE SIZE = 3/4"." DECIDUOUS TREES IN THE FRONT YARD OF THIS LOT. INSTALLATION WILL OCCUR DURING THE LANDSCAPE PHASE OF THE HOUSE. BUI DER TO MAINTAIN PLACEMENT OF THE FIVE TREES WILL BEFIELD-VERIFIED BY EROSION CONTROL THE CITY OF DUBLIN PRIOR TO INSTALLATIONN " HERBY CERTIIY THAI THE PLOT PLAN - GRAOE ELEVATIONS SHOWN ON We hereby certify that the foregoing PLOT PLAN was prepared from information provided by the Client and data obtained from Engineered SQUARE FOOTAGE DATA THIS PLOT PLAN ARE THE Subdivision Plan This Plot Plan is to be used by the Client for the sole p purpose of obtaining a building permit. The use of the Plot Plan for any FOR HOMEBUILDER PRICING AND ESTIMATION PURPOSES ONLY ~ RESULT OF AN ~~AS BUILT" SURVEY oilier pm~pose is sfrictl prohibited _ tUUtltl°f LoT 14,538.0 WALK 961.0 PERFORMED ON y „ y ~ ~FI~I~yio 2,410.0 soDCOV. 13,988.0 s HousE HOY DRNE 859.0 SEED COV. N/A ~ 7313 aaPROncH 197.0 "'DvErOR OR BUILDER SIGNATURE ~ D~ o~ By ~~~'ry~sURVEYt~~```°` - _ a- - 'n Ian r uires the 7rus Joist Framer's Pocket Guide A complete TJ•Xpett framt 9 p ~ roduct Trademark Information See Trus Joist Framer s Pocket Gwde for P ~ ~ ..nay Q e Blocking ` pane! Trus foist rim board HANGER LIST - Simpson Strong-Tie Company, Inc,C~ A3 Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes H 1 7 IUT3512 10-N ~0 2-N 10 a~ H2 1 MIU4,75i11 20-N10 2-N10 H3 1IUT410 8-N10 2-N10 H4 3IUT9 8-N10 2-N10 Hanger Notes Rmi ;a A3 JOIST AND BEAM LIST I~ CS Plot ID Length Product ~ Piles QtY A3 I ~ li A40 40 0 0 117/8" TJI 230 joist 1 17 I I - A32 32 0 0 11718" TJI 230 joist 1 4 Loadfrom above Ai ~(*'t lI h I A22 22 0 0 117/8" TJI 230 joist 1 2 ~6~ ~ A20 20 0 0 117/8" TJI 230 joist 1 2 A14 14 0 0 117/8" TJI 230 joist 1 21 ~ ~ II Q14 14 0 0 117/8" TJI 230 joist 2 2 l n ~ a ~ TS1 6 0 0 3 i/2" x 9 ill" 1,5E TimberStrand LLSL ~ ~ d' ; II m TS2 14 0 0 13/4" x 117/8" 1,5~ TimberStrand LSL 1 3 2x4 minimum m I - squashblocks A3 TS3 4 0 0 13/4" x 117/$" 1,5 ' i um s uash docks Use Zx4 min m q I I ~ TS4 42 0 0 31/2" x if 7/8" 1,5E TimberStrand LSL 2 2 to transfer load around T~I® ~ TS5 32 0 0 3 i/2" x 117/8" 1,5E TimberStrand LSL 1 1 joist II .ACCES50RIES LIST III ~ ~ ~ Nn~ ~ m ~ I Rml 16 0 0 1" x 117/8i' e-Rim Board 1 11 Il gki 1 1 11 117/8" TJI 230 Blocking Panels 1 32 Bki* 10112 11 ~i8" TJI 230 Blocking- Panels 1 1 Ok2 11,4" 11 ~/8" TJI 230 Blocking Panels 1 1 j TS4____- I 2 ~ Shi 4 0 0 x 8 0 0 23/32"' Panels X24" Span Rating) 1 54 I I M H4 5 7 8"I ~ ~ I A3 ~ / , N Bk*, Random length blacking panel cuts Bk, Blocking Panels; Rm, Rim Board i N ~ II 5 - H1 3 a H4 75 - _____~I - c 5, ___-_______~_c~ ~1--_-----'~'=__-- - - . - - - - - i 3 3/16" ~.H2 B14_T52 = m cs - O H4 ~ I I ~ a H1----- Y m ~ 511/ib m I I 3 3/16 , 1 Rm1 a A3 I ~ A3 4 a CS 752 _ _ ~ E --_~------___I ~ i CREATED BY Rmi Powell Structural Systems 5 9/16" A3 d' CS ~ ~ 65 Glencroft Place ~ a Centerville, OH 45458 937 414-0082 FAX: 937 291-2950 Rmi LEVEI NOTES APPROV~Q PLANS MUST gE ON SITE FOR ALL. INSPEC'TlONS. File Name: K+)81507 42 Bishops Run.)OB Level Name: Main floor Plotted: 8/271200716:34 Design Status: Main floor........,.81271200716:29 Upper floor....,.,..8/27/2007 15:57 Upper floor walis...8/27/200714:20 NOTE: Level design times indicated above provide assurance for proper level stacking. Design Methodology: ASD , Floor Area Loading Is: I 40psf live Load and 12 psf Dead Load . I~~n I~~ LIN I~II~I Maximum Joist Deflection: L/360 Live Laad SYMBOL LEGEND T.YP~ jeists ~i tr~+'ir~ T,aa 6d 42~'~" T,ab 6d 42~~"} box nail®(1 each sid~),1 J" L/240 Total Load menimum t-~om entl. ~ point Load T7-Pro Rating Information: ~ni~c ar rim bard t0 fearing PIaCa: Weighted Average: 42 _ Line Load - ~It~tlsin9 g~an+~lst rite Disk Gr rtm ~v , Lowest Rating: 25 t r~r rim~r,1s~' ~~~d (3uy hox mils al G" o.rr. Highest Rating: ~3 - Area Load TJrbFlr~ekut~psr~B+a~rrimlrlst' ~~5d' : Tri~a Jo.~sl" rim basrJ, Toenail wnh 1tk1 Toenail wvrlh 14d :max nails at i3" o.c, ur Glued & Nailed Decking is Required BBO Beam By Others ~ tabEa uttk'il tlroot~d i~teraliy inns 16d ;3%z~? box rails a.: t~" v,~. Joiskt<are ~ x;17" q,~, Direct Applied Ceiling is Not Required . l ude5; 5trc~r~rasfe.: Conn~ctiansequhru1e~ ~r, n~, . • t BraCtr~g i11G~ nactians equh~alentto d~cklrg nail s~hc~~ule, Floor Decking: 23/32" Panels (24" Span Rating) O Detail Callout Label Normal O.C. Spacing = 16"* (See Framer's Pocket Guide) stor~fosuretaT~1~ gist: + ,i~n,:~ds + Fire ~rarc f~~T,s fo~tc b~~fkitrrg Ri ~n boar, rim ~ofst or trf osura to T w w,~rkvrs ~ Si1YLirai ~ I~iYJidst t~l"wd~`ft or fsSB: 7tivo ladx n t~ (3~°) lax Halls, ono each at icp and *Unless noted otherwise Required Bearing Length in inches a GU Nr?i' olio maf~risls tart cnsftaa~fi~T is wafkonJoists ~afsfs. Sfacikantp~aver ~altott~ ~;~n o~ r ~ (Adequate bearing has been provided if urit!1 br~oe~d. ,~,,~it$, 2'V~a" ihr~ ~"+~~~thsr Tv.~ tstl ,3i`~'1 ba~ms ~ 8~ Tv,~ ?;3~~'M bOX 4lails, Otte each 8i 10p 2Ad layout Seale;1l4 1 bearing length is not indicated.) lN1URY,1¢AYi4~S~+tT. ~4kfYfNG Nr3TES: battorn flange. join! Itl ;7in Joist ~~~<<ilh once t 0.~ 13''~ box III each ~ - ~ ,.y a., E.~~;.~,~rttc 3`.~'tn~tlth. Toenril join! Itl riin Jcisi ~~~~,i Lack of cnrnearn for'prapor bradolmU during cOUIrlrctfon can resuu in 1-1r.,.,a au~ided, sica of ;oislf+u p, f arJga, ga page 1 of 2 tie f010wing quidellnes are ob served, accidanls will be Under norms condrt~ar5s if ~,taiw ard,nr^T:e1y is ea mbopmvcfir hsat.naandsi,po~srltre111 rj~esrat~tbatom;lsey ,r-•~rl;~t 2k4tYtil~tittlULryYS~U35i1bibCk3_4~0 1.411 l Ck 7a, ~.YaM9, as wblocks: Two I Ad (y) bcx malls, one each JOB COMMENTS FOR THE TJ•XPERT WARRANTY L' r-•drspun yukl~6+h nndr~•r6°'Nl~.p'vor;Rxrt-rytleiY uL,r;ll!I;';14t11Cinsr7;gi~F:radidl{~Lt~ry ,Li {lai n„r e, r, x 4 r top ~,114~ b~~Gli1 f~G~!~@. L. rd.. Isr~e. 42 Bishop's Crossing SEE FRAMER'S POCKET GUIDE Iy Icanpunnpa 0ulunl:nl;kk;'IyUr W.111 1ta;u;lr;dtsl!hr7uanhsatW}rsl id hr4ymraeu!r,:Ali- raashjrld:'r°rdh~rEtt'e 7, 3,~fW~yhrvJng Inca ni1x9 (~nlnjm} minlMr roihd ill .1 drarsd roa w„1 u .heal rhlurr rxsr=r•lo-erlsrlkr! nk:al+A<r;wmea`rulrlrarlnIra1Onj. 7J-Xper4 6.42 (#693) C6.42 X6.42 56.42 P6.42 IrRlpv,, 1!u';.rah~ 4UC'S,1'rY :u uUd,re v fr~h'Yayplyd;le; ~nvl:q g sy d tihgoN i,rnwih4t~1{IIyAY,,[rd'ir11r?AorhIJI E' hAfivaAeOtIrpllea;;Ir rP.a krgtl,,nj`aeyp,;rn i. (aIIL't d r~'rt~dt:m ray,im GN'C.'j Irl nd U pn ic'Jt he Upau U.l':ute Carew 't`pt:a+r~••rtmr,uJr:.r:d,a{r~Meerlhi,aM1F`~r'rprrf /'F'nm•n3elfg^rred I _ _ _ - - _ _ _ _ _ _ - 1 A complete T7•Xpert framgng plan requires the `frus ]Dist Framer's Pocket Guide de see Trus Joist Framer's Pocket Guide for Product Trademark Information a HANGER LIST -Simpson Strong-Tie Company, Inc.® Trus Joist rim board Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes A3 H1 39IUT3512 10-N10 2-N10 H2 29 IUT3512 10-N 10 2-N 10 H3 1 HGUS5.~0/12 56-16d 20-16d double shear H4 4 IUT11 10-N 10 2-N 10 Hanger Notes; load frnm above Rml JOIST ANA BEAM LIST Plot ID Length Product Plies Qty ~ I f ~ ~ib III A32 32 0 0 117/8"' TJI 230 joist 1 13 ~~I~ ~ j A3 A30 30 0 0 117/8" TJI 230 joist 1 4 A24 24 0 0 11 7/8" TJI 230 joist 1 3 I 2x4 minimum A22 22 0 0 117/8" TJI 230 joist 1 5 s uash blocks ! ~ q A20 20 0 0 117/8" TJI 230 joist i 22 III Use 2x4 minimum squosh blacks ~ I ~ to transfer load around TJI" N A14 1~ 0 0 117/8" TJI 230 joist 1 4 r~ 'Dist J A12 12 0 0 117/8" TJI 230 joist 1 6 111 A10 10 0 0 117/8" TJI 230 joist 1 3 I M1 12 0 0 13/4" x 117/8" 1.9E Microllam LVL 3 3 x III ~ o P1 10 0 0 31/2" x 117/8" 2.0E Parallam PSL 2 2 = N Q P2 22 0 0 31/2" x 16" 2.0E Parallam PSL 2 2 I TS1 10 0 0 3 1J2" x 91/2" 1.5E Timber5trand LSL 1 1 NIN d ~I T52 20 0 0 13/4" x 117/8" 1.5E TimberStrand LSL 1 1 T53 12 D 0 13/4" x 117/8" 1.5E TimberStrand LSL 1 1 TS4 ~ 0 0 13/4" x 117/8" 1.5E TimberStrand LSL 1 2 st N O ~ TS5 18 0 0 31/2" x 117/8" 1.5E TimberStrand LSL 1 1 N I N ~ t dC Q I Z Q TS6 10 0 0 31/2" x 117/8" 1.5E TimberStrand LSL 1 1 ~ II III TS7 8 0 0 3 1/2" x 117/8" 1,5E TimberStrand LSL 1 1 i. T58 6 0 0 3 1/2" x 117/8" 1,5E TimberStrand LSL 1 1 ~ H Rm1 753 . H 1-1t Rml ACCESSORIES LIST ~H4 1 1 i . I 115/i6 CJ N ,-i Rm 1 16 0 0 1" x 117/8" e-Rim Board 1 11 N Z II I I ~ I 3 9/~6" Q 4 Bki* 3 8 0 117/8" TJI 230 Blocking Panels i i _ --~,~H4 _ TS2 _ _ _ _ _ ,wI,J,._ Sh1 4 0 0 x 8 0 0 23/32" Panels (24" Span Rating} 1 59 ' A32---=---------__--- N N 1 ~ N Ek*, Random length blocking panel cuts 4 unit Q ~ ~ N Rm, Rim Board z N ~ N Q I I I ~~pp f N lP I l .~i j... ~ I ~ O 4 - y-~ A3 N ~ I Q T Q ~ I M 1 cs y I II 3 ~II ~ ki3 ~ ~ III Rm1~ m in ~ IIN a. ~t N ~ I A3 ~ a', CREATED BY ~ BBO Powell Structural Systems A14 - - ~ Rm1 65 Glencroft Place m- ~ Centerville, OH 45458 Rm~ 937 414-0082 FAX; 937 291-2950 SYSTEM WARNINGS 2 Do not splice Parallel Closure less than c2 three times the cantilever length from Ei face of cantilever's support. , LEVEL NOTES File Name: K081607 42 Bishops Run.JOB Level Name: Upper floor Plotted: 8/27/200714:55 TS1 Webstiff~riers - - - - - - - - - Design StatiJs; re wired ch S diameter maxiimum hate for _ _ - - _ - _ _ - q ~ 11~/" • 24'" deep blocking puneJs; 1 - - - Main floar......~...Not Designed Upper floor.......,,8/27/200714:51 side at ~1W i eter i aximum for T55 _ _ _ _ - - - b dam m _ Upper floor walls...8/27/2007 14;20 biockingpaneisi9'~°deepor - - - - - i2° I n , 1 shorter irhan o g NOTE: Level deign times indicated above provid assurance for proper level stacking. Do Wait cut flanges, Design Methodology: ASD iii Floor Area Loading Is: Trus 3faist rim ~1'~'T 40psf Live Load and 12 psf Dead Load SYMBOL LEGEND Maximum Joist Deflection; ~ Point Load board TJi~s jo%sis s~i bearirrga; T~,va Bt! ~7~a"} lax nails (t e~~ch sid ~ nails (t e~~ch sloe), irr' L/360 Live Load mini~r~m from Pnd. LJ240 Total Load _ Line Load TJ-Pro Rating Information: _ Area Load Slacking Rands, rim Ivist car rim hard t4 bearing p~lat~; i4 bearing plate; Weighted Average: 38 hox nails of C" o.c. Lowest Rating: 25 BBO Beam By Others . I T,~~a hrrarkl ~~'eia or,°im'r,;~sf~ t4d ~:i"] lax nails of f;" o.c ~ Jai€ts are unstable wrvtil braced laterally E W t . L Tras Ja.~t rirn kaarrJr 7uenail tivilh 1{kf t3' y pox nails at 6" o.~ ~~x nails at 6" o.e, ~r Highest Rating: 61 ; .t~ 8r~a~frrg Jnrludes: ~ 1~1;~1~"~ bax nails a:1~" ac, Glued & Nailed Decking is Required 0 Detail Callout Label 61~rk~rg ~ Sh:,,Ih'ng , r~Qcp~ 5hc~~rtrrrsfe.: {JannWctionsegutaaionttad~ckirgnaNs4he d~ckErg nail s:he~;ule~ Direct Applied Ceiling is Nat Required (See Framer's Pocket Guide) Floor Decking: 23/32" Panels (24" Span Rating) U~ ~1t~J',~~iow wo-rk~ra ~ st•uiLir~es ~ rarr,1>i°~ l7t? NaT~(aCk bulldJr~g to walk arr,fof~fs r~iafbr'i913 trrr ~rnsJ4~.~L°;'a•~f Rfrn board tint ist car clasGre to TJI~ alst; alst: Normal O.C. S acin 16"* Hd-t Header, and -t indicates quantity of 2x_ I_.._ p 9 = trimmers required at ends one e~eh at icp ar7tl * ntiP brateol. joists. Stack arafy drat 1' uvi~fft ar fass: T~va 14d ~3") box Halls, ane each at icp a a aNJI~RY~'AYi~fSL'Li~ ~eamsorwalfs. ballca;nNange. Unless noted otherwise Required Bearing Length in inches W~IANfNG tJt7FE4: 2~~"' i~~rrJ ~"avidlhs~ Tvx~ 1f~1,3Y~'I bax nails, ale baoh ft sails, ale aach ft lap a~~ Layout Scale,1l4"" = 1' ~ (Adequate bearing has been provided if bearing length is not indicated.) k f n crn [or ro 9r bracin durl'n rons.tructldn tan resuik in sedoua accide~tits. batlom flame. Lac a co t p p 9 9 Under narrnal canditiQes ifI th~ftillowir?g guid€lines ara nhservad, aerid2~+~ls will Ixe svoidad. ~f"~~1cFtlt: 7oencN jaisl la iirn joist'~~~~ilh orre ~Jd 43''J t+c~x Hai e t Jd 43''J t+c~x nail each _ ___._._._.,.~.....,,.,,..~.~~,DD.A~~~nnn~~n,oiu xidra-nsihernm.laeuhst~li~9rd]teceivl5eu 51d5GYfai5tf0,~taPC~E. l 2L.da'rd~41I h,iMeolnm;i.dti'afgre,ai ill,llrti`r4+411u:~dillu.1:1dsXNnelaiy h'(;arnb;,IeA:-X;rn;Aif6f ryI1 Itimpuiaiy711elmlonw51.Jek(-JIWV111yjklwI1131 k) l:hnI lit 4II::;Idk.,ishe1,ifilInd PIPh.ly. ~Y~IIl~J1~111UCfJ~~UdS}~~1~bCkS:~4M(Y ~~{~~3°~~l6%t?3~~&;OOE (Y) box nails: one each JOB COMMENTS Page 2 of 3 7. ~Ilr!y In Nrry h 11"t. of 1xa pdi if nair~) irn.{sl la? IoAUI til.+ Llr;iupJ rIll, w;il ry ; Iu7,illast.ayi• i$6 .n r",le 7;}rp It)rFm;l, 1:;K 04 lilt, h'ip • hr ;le L9yel aflslrln,Ir tl d- m J h I Lioltom flEtye. 6,hun hlkptidnw,lts:nuda~rlr~alfyl~'y;anhih'r;ulwhs'iyldlanail„-.S.IJIis OH. If m0l a tx I g. at kV End lu~r.a 42 Bishop's Crossing FOR THE TJ-XPERT WARRANTY A Fripolh.r~ rilml ha iniklIvpd "ul h{, aprh t h ! J'det h-fwh ulMthral lnartfAr La;9orAd cn 7`a ryr•wn I Erlm 1 ssrn avzn regalle aEevy, "V-g on mr li he r)p-i:% D:C)rn f an;e3. SEE FRAMER'S POCKET GUIDE 1"°al:vaII&retm,rprairl;irdh vAhir%trk,grrgr# /Ii-nnrw. TJ•Xpert 6.42 (#683) C6.42 D6.42 56.42 P6.42 dffactor com PDF created with pdfFactory trial version www.q..__.__y.~ I l 23. Sills and sleepers on a concrete or masonry slab which is In direct contact R00~ G0N5TRUGTI ON ~~N~RP~L N0T~5 with the ound shall be reservatlvel treated or deco resistant WALL NEIGH 9" P y y ILL HEIGHT REQUIREMENTS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA SUBJECT TO DAMAGE FROM ~ I. These drawin s have been dell ned to meet or exceed all re uirements heartwood of redwood, black locust, or cedars. I. Trusses shall be pre-engineered by the manufacturer, all truss data and g g ~ la out sheets shall be rovided for to framin ins ection. d'n' GROUND SEISMIC FR05T ICE SOIL AIR MEAN N of the Residential Gode of Ohio in effect In this )urisdlction. 24. Wood columns shall be approved wood of natural decay resistance or y P ~ g P MAXIMUM ALLOWABLE HEIGHT AND 5 BLE HEIGHT AND SPACING 00 WOOD STUD WALL EXPCS~ TO WIND SNOW WIND DESIGN LINE WINTER SHIELD BEARING FREEZING ANNUAL o0 approved pressure preservatively treated wood, ers sh I I SPEED OF 100 MPH IN SEIEMIG ZONE 2. Dimensional lumber used for all framing, except trusses, studs, sole plates, 2, Raft a I be nai ed to telling foists to form a continuous tie between FLOOR AND ROOF N IN SEIEMIG ZONES 0 Q I AND SUPPORTING A ROOF ONLY OR ONE LOAD SPEED CATEGORY WEATIiERiNG DEPTH TERMITE DECAY DESIGN REQ'D CAPACITY INDEX TEMP N 20# 100 B SEVERE 3b° M - H 5 - M 5 DEG. YE5 1,500 1048 52.6 DEG. and cap plates shall be SPRUCE PINE FIR No. 2 or better. (North) 25. Protection ainst radon shall be installed as re ufred er local urisdiction. exterior walls where Joists are parallel to the rafters. Where not parallel, ag q P ~ rafters shall be tied with a rafter t(e, located as near the plate as HEIGHT 3. Areas to receive the or marble floors may need to be stiffened beyond i I meter clothes dr er exha duct shall not practical. Rafter ties shall be spaced not more than 4 feet on center. (FEET) 24" O.G. I 4" O.G. I b" O.G. 12" O.G. 8' O.G. 4 minimum code re uirements to revent crackin -builder and installer sha11 26. The maximum ength of a 4 die y ust Rafters shall be framed to ridge board or to each other with a gusset plate > f0 2X6 q P g exceed 25 feet from the dryer location to wall or roof termination, as a tie. 2X6 2X6 2X4 2X4 determine same. 12 2X6 2x6 2X6 2X6 2X6 w 4. Dimensional lumber used for wall studs, sole plates, and cap plates shall be 3. Ridge board shall be at least I" nominal thickness and not less in depth than 14 2X6 2X6 2X6 2X6 2X6 Spruce Pine Fir No,2 or better. Morth) the cut end of the rafter. At all valleys and hips there shall be a valley or Ib ENGINEERED hip rafter not less than 2 nominal thickness and not less in depth than the 18 ENGINEERED ~INEERED 2X6 2X6 2X6 W r' 5. All dimensional lumber shall have a maximum moisture content of IgSK. cut end of the rafter. Hip and valley rafters shall be supported at the ridge O ~ N ~INEERED 2X8 2X8 2X8 ¢ by a brace to a load bearing partition or be designed to carry and 20 ENGINEEREp ENS ~INEEREp ENGINEERED 2x8 ~ C~, COVER SHEET ~ ~ ~ b, Where the term "G E N" is noted on the plan set it means glue and na(I. distribute the specific load at that point. FOR 51: I INGH =25.4 mm I FOOT=3( ?5.4 mm, I FOOT=304.8 mm, I POUND PER SQUARE FOOT=0.0419kN/m2 Gluing shall conform to the information stated below. Nailing shall apply I POUND PER SQUARE INGH enough clamping force to hold the glued mating surfaces In contact until the 4. Roof assemblies shall have rafter or truss ties provided at load bearing PER SQUARE INCH=6.845kPa, I MILE PER HOUR=1.604 kmlh 1-1 FOUNDATION PLAN ~ 0 1=0UNd~TI0N5 ~ GONGR~T~ locations. glue attains full strength. 1-2 FIRST FLOOR PLAN ~ ~ T. Where gluing of wood members is specified the glue that Is to be used is I. The assumed soli bearing capacity shall be 1,500 psf U.N.O, 5, Roof sheathing shall be su ported with blocking or edge clips when raFters MAXIMUM ALLOWABLE HEIGHT AND BLE NEIGHT AND SPACING 00 WOOD STUD WALL EXPOSED TO WIND 1-3 SECOND FLOOR PLAN ~ Titebond Gonstructlon Adhesive" as manufactured by Franklin International or or trusses are 24 on ten er or greater. SPEED OF 80 MPN IN SEIEMIG ZONE! ~ IN SEIEMIG ZONES 0 E I AND SUPPORTING TWO FLOORS AND A V ~ ~ equal. 2. The finished grade shall fall a minimum of b in the first 10 feet from bulling RODE perimeter, b. Slopes less than Four in twelve shingles shall be installed over (2) layers of ~~~'E~TE N ~ a #15 felt a Iled arallel to eaves with Iq" to la and 12" end la ,with end BIGHT 8. Where gluing Is specified it shall be completed as follows pp p p p p A, Place continuous bead s) of lee on one of the surfaces to be lued. 3. All concrete shall have a minimum 28 day compressive strength of 3000 psi laps located at least b feet from end laps in preceding coarse. (FEET) 24' O.G. I 4' O.G. Ibu O.G. 12u O.G. 8' o.G. 3-1 BUILDING SECTION WALL BRACING DTL ~ N ~ 2X6 2X6 2X4 2X4 / ~ op ( g g t d G nc t osed to the weather an horizo tai > 10 2X6 B. Nall so that surFaces are held tightly together until glue attains full except as no e o re a exp d in a n strength. position in the final structure shall have a minimum 28 day compressive 7. Roof sheathing shall be I/2" plywood or "i/Ib" OSB exterior grade. Provide 12 2X6 2x6 2X6 2~ 2x6 3-2 STAIR /WALL SECTION ~ G. Wipe away any excess glue which is expelled IF it's appearance will be strength of 4500 psi and shall contain 5`~ - entrained air, Concrete plywood clips at unsupported edges midway between members. 14 2X6 2X6 2X6 2X6 2Xb unacceptable in the Finished structure, shall not contain calcium chloride. Basement slabs shall be a minimum 3 I/2 . Porches, steps and garage floor slabs shall be a minimum 4". 8. Trusses shall be deli ned by a Structural Engineer registered in the State Ib ENGINEERED ENS ;INEERED ENGINEERED 2X6 2x6 E-1 BASEMENT ELECTRICAL q. The following Fastening schedule outlines the minimum requ(rements and shall of Ohlo. trusses shall a designed In accordance with the National Design 18 ENGINEERED ENS ~INEERED ENGINEERED 2X8 2X8 E-2 FIRST FLOOR ELECTRICAL ww" be used In con)unctlon with the complete fastening schedule in the current 4. All concrete work shall comply with: 5peciflcation For wood and the Truss Plate Institute Recommended Practice 20 ENGINEERED ENS ~INEERED ENGINEERED ENGINEERED 2x8 E-3 SECOND FLOOR ELECTRICAL 2 code. a. AGI 301-84 Specifications for Structural Concrete for Buildings of Design TPI-85. Roof trusses shall be designed for the following Toads: (RSN = rin shank nail GWN =common wire nail) (revised IgBI) FOR 51: I INGH =25.4 mm, I FOOT=3f A. Sub F oor to oists: fasten with glue and I-Bd RSN ®b" c/c. b, AGI 318-83 Building Gode Requirements for Reinforced Concrete Top chord I?ve load = 25 psi, I POUND PER SQUARE INGH ?5.4 mm, I FOOT=304.8 mm, I POUND PER SQUARE FOOT=0.0474kWm2 ~ PER SQUARE INCH-6845kPa, I MILE PER HOUR=1.604 km~ a B. Sole plates o sub floor: glue and I-Ibd GWN ®8" c%. (revised Ig86) Top chord dead load _ 10 psf. G, Studs to sole plate: fasten with 2-Ibd GWN. Bottom chord Ilve load = 20 psf, D. Studs to cap plates: fasten with 2-Ibd GWN. 5. All footings shall be as follows: (based on 1500 psi soil bearing) Bottom chord dead load - 10 psf, THESE WALL HEIGHT REQUIREMEN' TIGHT REQUIREMENTS HAVE BAN DESIGNED TO MEET OR EXCEED E. Stud-to-stud and plate-to-plate: 2-IOd GWN ®6" c%. nominal wall thickness - Foot(ng depth -footing width Total load = b5 psf, THE REQUIREMENT THE REQUIREMENTS OF THE RGO GODS IN EFFECT. F, RooF sheathin to trusses: Sd GWN ®4' G/G. 8" 8" I6" G. RooF trusses o walls: 5lmpson Stron -Tie anchor H2,5. IOu 8 18 H, Multiple 2x I(ntels G 4 N with Ibd GW s as required. 12 8 20 I. Multi le LVL beams: Fasten per manufacturer recommendations J, Roo trusses to LVL: 5lmpson Anchor HU210, b. Masonry fireplace footings shall be a pad type footing which shall extend b (mint past all faces of the fireplace foundation and shall be 12" (mint deep. 10. Where "LVL" "LSL" or "PAL" is noted on the drawings the products used C must meet the following criteria: 1. Footings shall extend below the frost line of the Local Governing minimum r - MIGROLAM (LVL) M.O,E. = I,g00p00 psi, accepted frost depth, (see deisgn criteria this sheet) 1=I R~pL/'~G~S - Fb = 2600 sl - TIMBERSTRAND SL) M.O.E. = 1,300p00 psi. 8. Foundation anchorage shall be min. I/2' diameter bolts and shall extend a I Chimneys shall extend a minimum of 2 feet higher than any portion of the - Fb = 1100 psi minimum ~ Into poured concrete and 15 Into masonry. Bolts shall be spaced building within 10 feet but shall not be less than 3 feet above the point where - PARALLAM (PAU M.O.E, = 2,O00p00 psi, b -0 on center max, And 12 from corners max. the chimney passes through the roof. - Fb = 2800 psi r q, Approved anchor straps shall be installed per manufacturers 2, A portion of a chimney located in the Interior of the building or within the II. For all elements of construction not specifically noted on these drawings recommendations. exterior wall of the building shall have a minimum air space clearance to shall comply with the Local Governing Codes, Requirements, and Regulations, combustibles of 2". 10. Backflll shall not be placed against the wall until the wall has sufficient strength and has been anchored to the floor above, or has been sufficiently 3. Chimneys located entirely outside the exterior walls of the building, Includin braced to prevent dame e b the backflll. chimne s that ass throe h the ffl r i g 9 y y p g so t o corn ce, shall have a minimum air space clearance of I" the airspace shall not be Filled, except to provide II. All surfaces of steel columns shall be given a shop coat of rust fire blocking -inhibitive paint unless treated to provide corrosion resistance. 4, Hearth extensions shall extend a minimum of Ib" in front of, and a minimum of vJ pL~NN I N~ 12. Crawl space shalt be provided with continuously operated mechanical 8" be and each side of the fire lace enin less than b s sure feet an ' y P °P 9 q d ventilation at a rate of L0 cfm per 50 sq. Ft. OF crawl space minimum with 20 and 12 respectivly for b square feet or larger. I. All Interior and exterior stairways shall be provided with a means to approved vapor barrier over base coarse. illuminate the stalr,lncluding the landing and the treads. 5. Wood or combustible materials shall not be placed within 2" of the outside i3. Ali anchor bolts shall conform to ASTM A307, front, back, or side surface of a masonry fireplace, including the smoke 2. Gelling heights in basments without habitable spaces shall not be less than ~ chamber, and not less than b" from the Inside surface of the nearest. flue Feet O inches clear except For under beams, girders, ducts or other 14. All reinforcing steel shall be grade 60. lining. obstructions where the clear height shall be b feet 8 inches. 15. Center footings on column centerlines. b, Factory built fireplaces shall be Installed in accordance with the (O~ fir/ 3. Garage floor surfaces shall be sloped to facilitate the movement of liquids manufactures recommendations and a copy shall be provided prior to toward the main vehicle entry. Ib, Encase all steel columns, bearing plates, and anchor bolts below grade Inspection. with a minimum 3 concrete cover. 4. The dimensions of a window well serving an E.E.O. window shall provide a min. 7. Factoryy built or masonry fireplaces shall be provided with an exterior air net clear area of q s uare feet with a minimum horizontal o ection and su Ito assure ro q pr) pp y p per fuel combustion, width of 36 Inches. 5. Hazardous glazing shall be located in the following locations; in all doors Including sliding glass doors and sideli hts; glazing in doors and enclosures for hot tubs, whirlpools, bathtubs and s owers; glazing in walls above bath tubs or within a 24" arc of a door in a closed position or otherwise noted on these plans. I L001~ G0N5Tfi~UGTION b. Openings between the garage and ,the residence shall be equlped with I. Joists under arallel load bearin artitions shall be doubled or a beam of P 9 P H~/~TI NG ~ COOL I NC either solid wood doors 13/4 inches in thickness or 20-minute fire rated ade uate size to su ort the load shall be rovided. LIGHT & VENTILATION SCHEDULE doors. q PP P I, All HVAG work shall be installed in accordance with the Residential Gode 1, Every sleeping room shall have at least one operable window or exterior 2. The ends of each )Dist, beam, or girder shall have "a minirnum of I Ys° of of Ohio in eFfect in this Jurisdiction. door approved for emergency escape or rescue with a min. Net clear load bearing on wood or metal and a minimum of 3 on masonry or concrete. m REQUIRED ACTUAL RL-RUIRED ACTUAL BEDROOM BEDROOM 1~ opening hgt. Of 24 Inches and a width of 20 inches. 2. When heating and cooling equipment is located In an equipment room, an ROOM COLON RESIDENG RC 3. Pre-engineered floor Joists, and or trusses shall be engineered the unobstructed working space not less than 30 Inches wide and not less 7N RESIDENG ROOM SQFT. WINDOW TYPE GLAZING SQ. FT. GLAZING S(2. FT. VENT SQ. FT. VENT SQ. FT. NET. CLEAR OPG EGRESS SQ. FT. J 8. A minimum 3' x 3' landin shall be rovided at all exterior doors with (3) or manufacturer. engineered data sheets shall be provided prior to taming than 30 Inches hi h shall be provided along the control side of the g P (nspectlon, e ulpment when t e door of the a ui ment room is o en; more risers. q q P P UJ Q )M 304 SINGLE HUNG 2412 60 12.36 15 V The maxim I r 1 II be l 3 4" and the minimu read de th shall 4. Drilling and notching of pre-engineered floors shall be done per 3. Fuel burnin heating and coolin a ui ment shall be rovide with a volume of GREAT ROOM 3G q. um r se he ght she / m t p manufacturers recommendations. o ublc f I g q P P be 10 with a nosin of not less than 3/4 but not more than I I/4 at stairs 5 c .per 000 Btu/h. or an air supply shall be provided to assure with soled risers un ess noted otherwise on plans. " proper fuel combustion, KITCHEN / DINETTE 31 5, Sub flooring shall be 3/4 tongue and groove (T ~ G) exterior grade. DINETTE 311 SINGLE HUNG 30.Ib 84 15.08 32 10. The greatest riser height and tread depth within any flight of stairs shall not 4. An approved drain Shall be provided to dispose of condensate from the DINING ROOM 15c exceed the smallest one by more than 3/8" b. DraFtstopping shall be provided as required when there Vs a usable space cooling coil, condensate drains shall terminate outside of the building, or to a ~M 150 SINGLE HUNG 12.0 3b b.0 18 ~ , above and below the concealed space of a floor/telling assembly. floor drain, plumbing Fixture, sump or approved location. IM 140 SINGLE HUNG 11.2 36 5.6 18 ~ H Q Z II. Winder stair treads at a point not more than 12" from the side where the LIVIN6 ROOM I4< treads are narrower shall not be less than q" and the minimum depth of any TJI pocket guide shall be provided prior to framing Inspection for tread shall not be less than b" engineered flooring system. DEN Ibl Ibl SINGLE HUNG 1288 30 6.44 15 N ~ ~ 12. Enclosed accessible space under stairs shall have walls, under stair surfaces and any soffits protected with I/2" gypsum board. ~ ~ Q ° ~ ~ ~ DRDOM 301 SINGLE HUNG 24.08 30 12.04 15 24" X 20" MIN. MIN. 5.1 SQFT ~ 13. Handrails shall be provided at all stairs with (3) or more risers. Handrails ''AAII II II G0N5TRUGTI ON MASTER BEDROOM 3c YY/~LL shall have a minimum hgt. Of 34" and a maximum hgt. OF 38" from the nosing of the treads. I. All structural members shall be fastened in accordance with chapter b of the BEDROOM #2 Iqi: t2 148 SINGLE HUNG 15.84 30 lA2 15 24° X 20" MIN. MIN. 5.15QFT ~ ~ DESIGN L0~4D5 ,d. Q 111 14. Handrails shall have a circular cross section with a diameter of I I/4" to 2". building code In affect. Dr anon-circular cross section with a perimeter dimension of at least 4" but _ I. Loading, Live: Dead: BEDROOM #3 15: ~ 152 SINGLE HUNG 12.48 15 6.24 1S 24° X 20"MIN. MIN. 5.1 SQFT Q~ ~ ~ not more than b I/4" and a ear est cross-section dimension not exceedin 2. Engineered data sheets For built up beams shall be provided prior to Roof 25 sf I sf 9 9 framing inspection. P ~ 2 I/4 . Roof Snow 20psF IDpsf BEDROOM #4 I6! k4 I6! SINGLE HUNG 12.16 15 b.08 1S 24" X 20"MIN. MIN. 5.15QFT ~ ~ „ 3. All headers in exterior walls to be (2) 2x8 U.N,O, On lans, Attic 20psf IOpsf 15. Porches, balconies or raised Floor surfaces located more than 30 above P 2nd Floor 40psf IDpsF the floor or grade shall have guardrails not less than 36" in hgt. Open sides 4. Fire blockin shall be rovided to cut off all concealed draft o enin s (both Ist Floor 4opsf IOpsf of stairs with a total rise of more than 30" above the floor shall have g P P g Ext Bal/Decks bOpsf IOpsF ardrails n les an 4" fn h t. from the nosin of the stair. vertical and horizontal) to Form an effective fire barrier between stories, gu of s th 3 g g and between a top story and the rooF space. Ib. Re ufred guardrails shall have intermediate rails or ornamental closures 5, All wall and wind shear bracin shall be accom Ilshed sheathin the entire whit do not allow the assa a of a 4 s here. The trian ular o enin g " P ~ g NOTE: THIS SCHEDULE IS FOR L GHEDULE IS FOR LIGHT AND VENTILATION, IT IS NOT INTENDED FOR COMPLETE WINDOW TAKEOFF. N P 9 P g P 9 house 1n 7/Ib 05B. 8d nails at b on center at panel edges. 8d nails at 12 formed by the riser, tread, and bottom rail shall not allow the passage of a on center at panel (ntermedtates, panels to be Walled to sill plate. ~ b" sphere. VENTILATION EXCEPTION: AN i y EXCEPTION: AN APPROVED MECHANICAL VENTILATION SYSTEM IS PROVIDED CAPABLE OF PRODUCING 0.35 AIR GRANGE PER HOUR IN THE ROOM OR A 0 MECHANICAL VENTILATION SYSTEM 15 INSTALLED CAPABLE OF SUPPLYING OUTDOOR VENTILATION AIR OF IS GUBIG FEET PER MINUTE (GFM) PER OCCUPANT z b. Masonr veneer shall be anchored to the s ortin wall with corrosion WHOLE-HOUSE MECHANICAL VEN Il. Required smoke detectors shall be hardwired and Interconnected with a y uPP g COMPUTED ON THE BA515 OF Th I THE BA515 OF TYJO OCCUPANTS FOR THE FIRST BEDROOM AND ONE OCCUPANT FOR EACH ADDITIONAL BEDROOM. batter back- . In rooms with cathedral or slo ed ceilin s the location of resistant metal ties. y ~ P g ~ LIGHT EXCEPTION: ARTIFIGAL PTION: ARTIFIGAL LIGHT 50URGE IS PROVIDED CAPABLE OF PROVIDING AN AVERAGE ILLUMINATION OF 6 FOOTGANDLES OVER THE AREA OF THE ROOM AT Q the smoke detector shall be 3 horizontally from the highest point or per the ~ Each tie shall be spaced not more than 32" on center horizontall and shall ELEGTRI Gib A HEIGHT OF 3o INCHES ABOVE y manufacturers recommendations. support not more than 2 2/3 sq. Ft. OF wall area. 30 INCHES ABOVE THE FLOOR LEVEL. ~ 18, House address numbers shall be posted, 4 Inches In height and visible from I. All electrical shall be installed in accordance with the N,E.G, in affect in this the curb Ilne. 8. The veneer shall be separated from the sheathing by an air space of a Jurisdiction. minimum of I but not more than 4 I/2 . DOPfW6HT 1006 AJl DRAWING AND WRIitEN MATERIAL APPFAWN6 Iq, Foam plastic shall be separated from the Interior of the building by a minimum q, Flashin shall be located beneath the first coarse of masonr above finished 2. A minimum of one 20-ampere laundry branch circuit shall be provided to HEREIN O~ONSTINTE THE ORIGINAL AND IA~KUBLISNED WLRK OF DANDSON PHI WPS ItL'. THE SAME MAY NOT Cf GOR®IIEED DISLLDSEO OR fAN516NED I/2" sum board. The sum board shall be Installed usin a mechanical g y supply the laundry receptacle outlet(s). This circuit shall have no other gyp gyp 9 ground level above the foundation wall or slab, and at other points of outlets. system. support, TO A THIRD PARtt WIi1f0Ui TFE EXPRESS W21T1@I GONS[Ni OF DAVIDSON FMILLIPS INC. VHIGH RETAIN THE (AMMON LAW CAPfRISHT TO THIS MATERIAL 20. Wall and ceiling finishes shall have a flame spread index of not greater than 10. Wee holes shall be rovided In the outside w the of masonr walls at a 3. All dwelling unit bedroom(s) branch cirw(ts shall be protected by an arc-fault 200. P P y y circuit interupter providing protection to the entire circuit. max. soacina of 33 on center. Weeo holes shall be a min. of 3/Ib in Vii I C: U71l~/V I 21. All exposed Insulation materials installed in floor, rooF, and wall assemblies; diameter located immediately above the flashing. crawl spaces and attics, shall have a flame spread index not to exceed 25 II. Hall studs shall be 2x4'5 ® 16' c% or 2x6'5 ® 16" c/c/ and shall be one REVI5ED: with an accompanying smoke developed Index not to exceed 450 when piece full height. Provide a minimum of 2 studs at each side of all openings tested in accordance with ASTM E 84, through all walls unless noted otherwise. 22. Moisture vapor retarder shall be provided in all frame walls with a max. Perm rating of 1.0 on the warm in winter side of the thermal insulation. SHEET # COVER I i 1 I_ N N N INSULATION PER MEG REPORT VJ 2 X FRAMING PER PLANS w H w I/2" DRYWALL p ~ N r`„ Jl ~ BRIGK VENEER 3/4" TdG WAFER E30ARD FLOOR J015T'S 0 PER PLANS U' 2 X 4 PLATE ~~I,a y. f/2" DIA, ANCHOR E10LT . AT 48 0/G 10 LONG ~ ~ a o ~ N U O . ; -----8" POURED GONG. WALLS H . 63'-0" 52'-0" I I'-0" BRICK LEDGE DETAIL 3/4° = I'-o° 31 4 20'-8" ~ FOR STANDARD Ib" BRICK LEDGE o ° ~ ° 0 ° D 0 0 p QED ~~-0.. p ° e ~Q~~ INTERIOR WALL HEIGHT OF l'-8" PLUS OR MINDS 2" r - - - ~ IAG LOG,I I I HOSE BIBS BB ~----I----I--------------------------------- I I = I I r_--------------- ~ ~ I C I I II'-b" ~ - 18'-b" I I ~ IAN I I 20'-0" I I r I I I I m I I II ~ I 1 ~ ~ I I ~ I I I I - I I • I I II 1/8" TJI'S I I I ~ ~ ~ I I ~ I I I ®16 O.G. ~ I I I I ~ I I I I I I i9° i i I I 42' X 42" X 12" I ~ I ~ I I LANG. FTC, TYP, I I r-----1-._•- I I. II 1/8" TJIS j I Q I I~ ®Ib' O.G. I I I I m I I ~ ~ II 118" TJIS II 118" TJIS j I j ~ ~ U ~ Ib" D.G. I I I I o I I i i ~ I b" D.G. I ~ i I I ~ I ~ I I I 3" pIA. 5 EL ~ ' BASEMENT ~MENT I I o CRAWL SPACE i i I I COLUMN z___~ I I I I S 3112" LANG SLAB OVER IG SLAB OVER I I b MIL. VAPOR BARRIER I I I I 6 MIL, VAPOR BARRIER I I I OVER GRAVEL FILL (2" MIN. ) POR BARRIER I I OVER GIRAVEL FILI. (2' MIN.) I `L FILL (2" MIN.) I I PROVIDE MIEGHANIGAL VENTILATION I I I I ~ ALL BASEMENT WALLS TO I I 1ENT WALLS TO I I I I ' I ~ BE WATERPROOFED I 1 °_RPROOFED I I I j N 1 i~ I I I I ~ 48" X 48" X 12' I I 14~ GONG. FTC, TYP, ~ I I~ I I X1 I I o I I O z I 19~ I I - ~ I I i ~ i m I I i ~ ® I I I ~ I I ' m I ~ ~ I I I I I ~ ~ I I ~ ~ ~ ~ i i~ i I o I I ~ ~ I ~ ~ I I I I I I I 3" DIA. STEE ~ ~ FLUSH BEAM I I COLUMN - - - i BEAM I - - - FLUSH BEAM - - I I - - - I I ~ I I I 4 1 1 1 1 1 1 I I I I I P I R I I I R 1 1 1 1 1 1 I I I I 1 1 1 1 1 1 I I I 1 1 1 1 1 1 1 t o I I I ~ H I i I 1_ L 1_ L J I I~ 8" POURED GONG, WALL 4'-0" I ~ p I I FLUSH - - ~ HIGHWlB" X16" GONG, FTR. I ~ ~ ro I I ~ I I i - - - I I I I v I I o ~ ~ ~ I ~ ~ l11 I I I I 118"TI I I I I J'S I I ®Ib" O.G. 11'5 I L- ~ I I -J G. I I W I I r----------- i l ~ ~ ml I . m. . I I I o I I ~ 18 4 II 8 I I Ir-a° I I I i ~ ~ I I S N~G~ ~ oo P~~ ~ 4° I ~ 4~t, BFAR.I I ~ - I I i ~ ~ I I I ~X TFLaOR= ~FSFI~IVE/~~PSFDF.~1D I ~ ~ . 8 POURED GONG. WALL 8 -0 ~ I 6" POURED GONG. WALL 4'-0' I I ,~.I PS LIVE ~OPSF DEA1.1 I I ~P HIGH WI B' XI6" GONG. FTR ~ sECOr~a FLaoR 3o ~ / ? ~ _ p I ~ r - J I HIGH W/ 8" XI b" GONG. FTR, I " fn ~ ~ IO R0 / D ~ / N I I ' OR W CLG L AD=2 PSF L1VE 1 PSF ~E~ ~ 112 BATH ROUGH IN I ~ 31'-0" I I ~ z I ~ ~ ROOF W a CLG LOAD=2. PSF I;IY~ ~ PSF D I I I l ~ J~ I I I Dk.CK>5 WJO ~iOT TUB- ~opSl+` I6" BRIGK HOLE FOR WATER LINE I I I I ~ I I ~ ~ ~ ~ I I i GARAGE l i ~„I N Q 0 ~r ~r~rp~ , err LEDGE TYP. HOLD DOWN 46' FROM I I I I I !IQ1N 1,~L~L ~ E ~7ti~~~~~E TOP OF FOUNDATION I I L - I DRE~A'9AiE6 I ~ I Cd j - ~ _ ~ ' 1 I ~ 4" GONG SLAB OVER I I ~ 1I PORCH I I I I ASSUMED t,56oFSF SOIti BEARING CAPACITY I I I I I I 1-11 I _ I I OVER GRAVEL FILL (4" MIN,) I I ~ ~ ~ it it I I USE XZAP~EI) I I I I 4 GONGSLABOVER I L___--___-~- z~ x 24 THICKEN SI:,~B " j I ~ ~ I I OVER b MIL, VAPOR BARRIER - I I ' ~ 8" POURED GONG. WALL 4'-0" I I GRAVEL FILL (4 MIN.) I ~ i I cv ~ 0 Z'~'00!] bR E'N'P HIGH NU 8" Xlb" GONG. FTR. I I I BCIL[jMN'I'l~P. I I I I I I Ib BRI( - Ib' BRIGK - - - - - ~ ~ I i d- ~ l11 ' LEDGE TY s t to t: I N L)=DGE IYP. I ~ j ~ ~ ~ I I ~ "v RAISE PORCH FOUNDATION 4" A80VE NOilSE FOUNDATION REINFORCED: PADS I j I I ~ ~ I I I I 8'-4" 2'-0.. 0 I I ~ ~ I 4~1 FAD SIZE U.ANTITY QI' A "t o_ I I I i~ a~ 12 DEEF REE~R. EACH WA?Y j ~r ~s I I 20'-4" HOLD DOWN 12" I I ~ 24 x 24 it u I I I o I N I ,~~~~0 ~ I HOLD DOWN 12" I O r J z i~ 6x~ I I Ib" BRIGK Ib" BRI K ~ ~ LEDGE TYP. LEDGE P. = 0 3 3 J 42 x ~2 4 Ib" BRIGK LEDGE TYP. 8x8 ~ 4 CQ°YR16HT ]006 5~ 5~ 5 2'-10' Ib'-4' 2'-b" I'-4" b'-4" I'-4" ~iN olrsnmrt ~ oweinw`~au~D u~e~s"vEo WORK DF DAND50N PHILLIPS INL. TfiE SN$ MAY N0f BE LOFO~ I15E0 D15G105Etl OR cON516NED ono 10'-0" 10'-4" 10 TO A THIRD PARtt WIi117UT TtE EXPRESS WRITTEN 10'-0" 21'-8' I I'-0" of coriMON w-+°5w°NPrR eHr olrres Mahwrd. INS 'B "I M~~ DE 1 30'-4.. 32'-8" SC EDULE o H d PIPE COLUMN. DATE: 8116101 REVISED: tour FOUNDATION PLAN 1/4" = I'-0" 1/411 o~ SHEET # 1-1 i _ _ N N N t N rr^^ vJ w w~ o ~ N ~~o ~o H ~ ~ ~ H a C~ ~ o ~ N V p I H ~ N 63'-0" 52'-D" ~ 2'-8" II'-O" 13'-I I" II'-0" 14'-4" w 10'-I" O ~°~011 12 ° 0 0 0 U' Q~4 ~d 0 a o~ 3030 c~~ oao~ ago a~ wooD SroOP N 8068 SLIDER 2'-0" II'-8 I/2" I I~ O I -I I ~ 1T-10 I/2" 19'-b" 4" I'-4' 4° C i 0 ~ T- DEN 36' (3) yIDED FIREPLACE - GREAT ROOM I~ wooD cAP. SEE IDED FIREPLACE GARPEr CARPET DETAIL wooD cAP. 5EE m DINETTE DETAIL-- yl~._.. ~ 2X4 STUDS ~ - II 1 " l8 rJl'S p ~ II 1/8" rJl'S ~ ~ N m ®I b O.G. ®I b' O.G. II 1/8" TJI'S ~ BWGK WRAP rv I ®Ib"O~G, h- AROUJD 2X45 ~ ~ ~II Q 19'-b" II W ~~I o BRICK ~ _ COLUMN DE ~ . " T. 112 I o 12" OVERHANG ~ IIF N ~II o m ~ I~- TCHEN - RE51L. ~ I 2~ N_ 6 P1~UD ~ I a I ~ ~ m ~ m - ~ RESIL• ~ ~ - - - - - 4'-G I/2° 3'-4 12'-0"' ~ Ir- (/J ~ ~ ~ FLUSH BEAM - ' 2~_ ~ ~ LOWER HALL I II ry 5-9 a vB3o - p 5'-10"~' CARPET 12'-b" I II ~ ' H o ' _ Jt - R/y N WOOD RAILING iv (5) SHELF _39:8F,~_ 14' S Irlrr/i 3068 F.. PANTRY - ~ j I 8'-I" 2'-II /2" 41/2" 1 1 1 1 1 1 I R I I I IDN11412 I I I 2668 " R/S e° WALL ~ o I IDN11412 N m I I r 1 1 1 1 1 1 1 o m ~ IL ~_1_L~_1_L~ I I I I .1_1_L~~ - II 1/8" TJIS - - 4 5" 5 -0 ~ N r SOFFIT ~ ®I b D.G, I I I I I I p l p I N ,n I I I 19" I u.l, I 0 iv III I m l II I fl I RE51L. LIVING ROOM III I I I I N ~ I I. I FOYER I DINING ROOM I I N 10'-4" ~ ~ a m GARPI:T 411 ~ 1~ F I I I Q 4 I I I I I I p CARPET ~ III I I I I$ Ilu-I I II II~ " I WOOD rRU55E5 U~J I I I I I I II 1/8 TJ15 ry I ®24" O.G. ~ Q II I ~ I II - II -4 ( I b'-5" I I - II U8" rJlS ~ ~ ABOVE ~ i _ _ - - -LINE OF FLOOR ABV_ - - - ~ (2) I I-1/8" LVL DROPPED BEAM 50FFIT I ~ L_ _ 3/4' T+IG rOP ~ GAGE ~ II ~ ATTIC ~ WOOD CASING TRIM I I 12'-4112" GONG, ~ I 122X30 I ~ 1X8 TRIM BRD, I ~ L----~ I 4~ Q p z I I `n II I ~ N v ICI II ~ ~ I I ~ I W 12 X 26 STEEL BEAM ~ ~ ~ I I ~ 3' DIA. STL. I TO BEAR ON W 12 X 35 STEEL BM ~ ~ 0 ~ COLUMN I WI2X26 STEEL BEAM o ,f-~ ~ ~ bXb TILE I ~ I PORCH I LINE OF FLOOR ABV. , I.,.JQ~j111 ~ ~ r.`ji-V.111! ~ J I I _ _ _ N ~ LINE OF F OOR I r, b - _ ~ fL N N ~ ~ m 1. Y 24 SOFFIT o NOTEI ~ O DROP CEILING IN GAR FOR ROOM ABOVE - - (V BLOCK EACH TRU55 I a ~ ~ /'1 ~ PROVIDE GELOTEX AT GABLE ENDS ~ 4 Ib" SQUARE D COLUMNS ~ , WRAPPED WI H 4" BRICK 2 0 6.4 2'-0° n ~ ~ ~ ~ 0 NOTE, 3 ~ ~ THREE 51DED 9 0 FIREPLACE I-b o 5/8" FIREGODE DRYWALL ( ~ I ON COMMON WALLS AND CEILING ~ ~ 0 20'-8° II'-0" (n FIREPLACE ELE . ~ V. u4 I -0 RDOF TRU55E5 I 3" DGOL ~ 8' X 1' OVERHEAD DOOR N I6' X T' OVEWiEAD DOOR - z 7 O 5._4.. i'-4" 2'-8" 16'-O° 2'-8° I'-b" 8'-0' J 18'-4" t2'-4.. I'-6" 21'-4° II'-O° 30'-8' ,r LOPYRI6HT 2006 32'-4° HERE N GON5TIN110'c TNEI ORI61N AND MFlIBL15HEp . 63'-~ 63'-O° Nor ~°rF.caDAi®u~oPOilecLOS~o oR c~l6n® To A mIRD PARtt w rnour of walrrar LONSBIi OF DAVIDSON PHILLIPS INC. VNIOH RETAI TIE COMMON LA1V LOPYRI6HT TO THIS MATERIAL DATE: 65/16/01 REVISED: FIRST FLOO iL00R PLAN 1/4" -0u SHEET # 1-2 ~ N N N VJ W w W 0 ~ ~ H F~ ~ a ~I ~ ~ ~ i M~"'1 N U O N W z 0 x a c 52'-0" ~ 2'-8" 1T-II" 1T-II" 3'-b" ~ Ib'-I" 3~_b~~ 81.4.1 F""1 h~-~ Q (4) 45 12'-2 1/2" ~'1 H V - N ' BEDROOM #4 ~ m BONUS ROOM m M. BEDROOM ' W CARPET ~ g ~ CARPET $ ~ CARPET ~ ~ ~ ~ ~ o i- 6 N 5'-0" 5'-31/2" ' ,1. 3'-0 Ill" 2 8 2 8 ~ I'-011 5.111 5' 411 4•_/-Y - R/5 J U lf1 ~ m 2bba ~ ~ ~ ~ - ~ - N (V J ~ ~ J~J ~ in - m ffl i W m ~ ~ r.r g99t J _ Ill pJ ry ~ 0 ~ i ~ 5'-0 I/2" CARPET 12'-b" 4 b° r- - - r - ~ u~ 8 - ~ ~ O m I I m r~ ~ ~ g99L g99L WOOD RAILING I k~ I - ~ ~ !V !V ~ L - J ~ V~ ~ DN Ib , z m ~A IL ~ M. B TH 4~ Q p z CARPET ~ RE IL. ~ \ I / ~ ~ ~ 0 I I'-4° 0 5~,-0° ~ 5._ " 2469 12'-1 I/2" ~ ~ - 0 - ~ ~ 4J ® n~/ 00 BEDROOM #3 m CARPET ~ ~ ~ ~ N _ N BATH ~ W.I.C. N ~ ' ~ 0 u~ RE51L. CARPET, ~ u, ~ ~ ~ ~ ~ u~ BEL~R00112 #2 m ~ ~ ~ ~ CARPET m ~ ~ ~ 0 ~ (4) 2X4 STUDS ~ ~ ? 3'-10 I!2" _ _ _ _ FOR BRG. 2'-I' 3'-i" 3'-l" 61FRDER TRUSS (4) 2X4 STUDS - ROOF TRU55E5 ~ FOR BRG. A60VE 3'- " b'-I" ~ "v 13'-4° VERI Y ~ 0 VERIFY o z 0 b'-0" 12'-4° 12'-4" 1'-0" l'-0" VERIFY ca=rweHr sooe 18'-4" ~=4 14-0 9-6 10=2 ALL DRAWING AHD I^RITiFN MAiERIA~ A' FIELD VERIFY (5EE ELEW.) VERIFY He~1NCa+snmrEmEOwsINALaNy NOTNOT EVEOCORFD~ED Dl5GL0#D/ 52'-0" ro A mIND rnRm WITNCUf n~ COHS@IT ff DAVIDSON PhN THE LOhAi~N LAW GOPYPo~ DAl E: REVISED SECOND OND FLOOR PLAN 1/4" : P-0u SHEET 6mmw ~t d' N N N IZ r+ 12 U ~ w w 12 to ~I "I R ~ 10 ~ w N ~ ~ ~ ~ o ~o H ~ ~ ~ _ ~ 3030 ~ ~ ~ $ ~ TEMP 12 3030 3050 3050 50 3050 3050 12 x ~ ~ 10 D WWW G~ DUBLIN REQ. 4 (i 5T0000 N V O STUCCO 1 N N r F- STUCCO ~ 2 Srucco ~ $ a Q STUGCAI ~ ~ U i ~ ~ a 3030 W 3050 3050 3050 3050 ~ 9068 x lDE z _ -ir 0 a al g' : 11-0u RIG~iT ELEVATI ~ N I,b" : II-oN m ~ ~ o , i ~ D BLIN U ,F a ~ T& EXTERIOR ELEVATION NOTES; EXTERIOR ELEVATION NO ~ ~ SHINGLES: HORIZONSHINGLES I Im~~ LIFE EXPECTANCY: 30 YEAR STUCCO 0 ' WEIGHT: 245 LB. WEATHER EXP05URE: 5" STUCCO STONE 51DING: SMART TRIM SIDING ( WOOD SIDING 30 YR. LIFE ) SMART TRIM 51DING _,f w r ~1 FASCIA; IX6 SMART TRIM (WOOD 51DIN6 30 YR, LIFE ) BRICK 50FFIT: SNARr TRIM VENTED ( WOOD 51DING 30 YR. LIFE ) ~ / HORIZON DIMENTIONAL SHINGLES it ` CORNER TRIM: IXb SMARr TRIM PER ELEVATION (WOOD 51DIN6 30 YIZ LIFE) CORNER TRIM? IXb SMART TWM PER ELEVATION w{k i~ i ' WINDOW TRIM: IXb SMART TRIM PER ELEVATION FASCIA: IXb 5MAR7 TRIM ( WOOD SIDING 30 YR LIFE) ~ 12 0 GUTTER: ALUMINUM ~ ~ 12 { -mm RAKE: IXb SMART TRIM PER ELEVATION 12 FREIZE BRD: IX6 SMART TRIM PER ELEVATION I? r~ 50FFIT: VENTED SMART TRIM ~~`w~~, WINDOW TYPE: VINYL 51NLE HUNG r e0 ? oors mus ,~ara e GARAGE DOOR: 1'-0" HIGH RA15ED PANEL ~ ;r. INSULATED OVERHEAD DOOR • a I~ 8 ma era ura e ' ~ PORCH COLUMNS: NA ' U ~ 11e, rn e ro ~ r aso oar o ~ ~ RIDGE VENr: CONTINUOUS Q3 ~ WINDOW TRIM: IXb SMARr TRIM PER ELEVATION _ ~ ~ GROWN MOLDING: NA " ~ ~ ` ~ ~ GARAGE DOOR IXb SMART TRIM PER ELEVATION 4~ ~ ~ z HEAD TWM: ,FIB- ~ ~ ~ ~ ~ ~ ~ Q ~ cd ~ ~ ~ TYPO INDOW H FYPO INDOW HEAD i-i ~ ~ ~ ~ SEALANT ~ ~ - 3 P ~ / !-i l~l 12'X24" FYPON ARCH TOP VENT ~ ~ ~ ~ ~ E3RIGK ROWLOCK SILL - SEE ELEVATION5 ~ r - ~ ~ ~ a , _ _ ~ ~ t ~ ~ - / r - _ ~ 12"X30' FYPON ARCH TOP - v - , VENT HV lX4 SMARM TRIM TYP. , , ~ f~,,..~ BRICK VENEER ' ' " ~ ~ ~ N " 8 DRYVIT TRIM 8 DRINIT TR y , I/2" DRYWALL AND 12° X 24" DRYVIT ARCH YO , Rig INSL. BRO.ON 2X4 - - ~ ` l R 2Xb 5TUD5 ®Ib" O,G, r- ~ 0 _ ? ? ~ ' FYPON WINDOW,t FYPON WINDOW F FYI?OM WINDOW HEAD ~ W/ R 13 INSULATION - = w ' ' ~ z ~ 0 ~ , i - f- - d ~ a ~ ? s~ ~ : " ~ _ 4 6 ~ ~ a. ~ ¦ ¦ ca~rwGHr zoos ~~II''1r'~'3'~-~a~alll''' III''1^~' II{~'I'f'I',~''^~11I'II ~ ~ ~ A41 GRAWIN6 AND WRITIIIN MATERIAL APPEARING - ~ e~ ~ ~ ~ ~ ^ ~ WORK OF DAVIDSON PHILLIP5INC. THE SAME MAY u. - ~ ~ ? HEREIN CONSTINTE Tiff ORIGINAL AND UNPLELISHED NOi BE COPIED 1156) DISCLOSED OR CANSIGNED .y ~ ~ ~ ~ ~ ~ ~ .TO ATHRR PARtt WITifOllf THE EXPRESG WRITTEN CONSBIT OF 9o,VID50N PHILLIPS INC. WHICH RETAINS b - - Q THE COMMgV LAW 40PYwGHi TO iHls MAlEWA1 1~1 f~l ~ f~'1 ~9 ~~1 I I IIII 1111 IIII 11 y ' 5'-4" _I I 1 I I~J L~,J 1~ L.~J IJ IJ IJ I~J Ir e'F DATE: 8/16 bl i REVISED: 1/4n _ Ii-0u N - I J- ® r r~ Entam WINDOW DETAIL ENTRY DETAIL 0 U4" = I'-0" AT ENTRY NOTE: M01 MOVE SECOND FLOOR WALL OVER SHEET # FRONT ELEVATION GARAC 114" = I'-0" WITH W GARAGE A5 REQUIRED TO ALIGN RIDGE WITH WINDOWS AND GABLE VENT ABOVE 2-1 . . _ _ _ _ -----1-_--- STAIR DATA 'A I. MINIMUM TREAD DEPTH 10" 2, MINIMUM NOSING PROJECTION: 3. MAXIMUM RISER HEIGHT: I" 4, MAXIMUM VARIANCE IN RISER NIEGHT: 1-3/4" ~ alb" WOOD POST 5EE PLAN ~ 5. MINIMUM HEADROOM HEIGHT AT STAIR ANGLE: E. b'-b" b, MINIMUM /MAXIMUM HANDRAIL HEIGHT: 1. MINIMUM GUARDRAIL HEIGHT: 30"/34" N Jb" n 8, MAXIMUM BALUSTER SPADING (CLEAR OPG 4" WOOD RAIL'G AND ~ Q. MINIMUM STAIR WIDTH EXGLI~ING WALL HANDRAIL: DRAILI 3'-0" WOOD SPINDALS 4 tiq SPINDALS ®4" O.G. m ~ w ~a 2X8 RIDGE BRO. ALL HANDRAIL, GUARDRAIL, OP1rtJ WOOD RAILING Q` I^U 2X6 RAFTERS ®24' O.G, A ~ ~ W N N WOOD RAILING O ~~Q ND STAIR GOEMETRY PER STAIR NOTE BOX SIR NOTE BOX 3/4' SUB-FLOOR'G ~ ~ ~ BALCONY _ ^ ~ RIDGE LIN ~ PLYWOOD SHEATHING WOOD RAIL ING _ RIDS I~~ / H ~ ~ ~ 7 H I/2" DRYWALL OVER f~-+ WOOD FLOOR JOIST H / / GABLE TRUSS i 4 ~ ~ , \Q / y 117/8 FLR. JST. W ~ ~ ~ ~ A II 7/b' FLR JST. N U _ _ _ _ _ _ I WOOD TRUSSES II - ~ 24 O.G, I I ~ ~ OVERLAY FRA I WOOD POST RAIL'G DETAIL I/4" : I'-0' I I / SEE DETAIL THI ~I SEE FLOOR PLAN II / T I / ~ FoR rYP>: ~ N ~ SIZE / o ~ w I V,q~, I 1- - II ``~1' I ~ OPEN y~ ~ WOOD 0 II ~ I RAILING II d L LOWER HALL x FOYER a II RIDGE LINE I I II I - I I i I II I ~ I SHINGLES PER ELEV. OVER II Q\ I ~ I ~ ~ ~ . _ _ X15 FELT PAPER OVER 1/Ib" OSB 1^U CLIPS A5 REQ'D li ~~Q I I II ~/8 FLR, JST, ~~~~N~ II I ~ I II 1/b' FLR, JST. f= ~ I II I II v~ L-.-..--~-- - - - CRAWL SPADE I I IO C i II \ I i ~ ~ i FASCIA BOARD PER ELEV. V) ~ INSULATION PER MEG REPORT AND 5' ALUM GUTTER ~ ~ I ~ ~ II ~r I I ~ CEILING HGT. BASEMENT O ~ , STL, BM. d POST 1 1I8 -I -0 t^U FULL BASEMENT I I OPTION I I 5/b' DRYWALL OVER r" II WOOD TRU5SE5 AT 24" 0/G T " r°1 ~L 1 I li METAL TIE DOWNS AS REQ'D VENTED SOFFIT PER ELEV. ~ I- i!.. Q L_.. _J U hw'~i 1/2" DRYWALL OVER Q 2X STUDS AT Ib' OIG ~ SEE EXTERIOR ELEVATIONS 1 FOR FINISf~S 12 INSULATION PER MEG REPORT 10 l/Ib" 05B SHEATHING --------------------------JII II III II - III II h'~"1 I III II III II OVERFRAMING AT Ib' 0/G III II III II III II III II 3/4" 5UB-FLOOR TdG III II SHINGL III II #15 FEl FINISH FLOOR GLUE AND SCREW ~ ' SHINGLES PER ELEV. OVER #15 FELT PAPER OVER BAND BOARD INSULATION ' WOOD TRUSSES AT 24' 0/G III II 7/Ib" C 7/16" 05B W/ CLIPS A5 REQ'D ,CEILING HGT. PER MEG REPORT III II III II III II III II III II I'-0" 5/b" DRYWALL OVER FLOOR JOISTS ' III II III U INSULATION PER MEG REPORT FASCIA BOARD PER ELEV. SEE FLOOR JOIST DRAWINGS ~ III II r Ali 5" ALUM GUTTER FOR 51ZE AND SPACING ~ III II CEILING HGT. III U m INSLUATION PER MEG R~ORT III II II II II / II II ~ II II u II 5/8 DRYWALL OVER SAME A5 ABOVE -J i/2" DRYWALL O'vER ~ II II WOOD TRll55E5 AT 24' DlG II II VENTED 50FFIT PER ELEV. Q 2X 5TUD5 AT Ib" 0/G ~ O II II z II II Q II II ~ ~ ~ ~ ~ ~ ~ II ~ II W A1. BEDROOM M. BATH LAV a WooD TRUSSES AT 24 oiG INSULATION PER MEG REPORT rr! u ~ I I II II II II II II z Q Z II u ~ II II a I"'"1 u II ~ ~ ~ ~ i II II ~ ~ / II ~ ~0 ~ BAND 80ARD INSULATION ~ ~ / r ~ II PER MEG REPORT ~ ~ ~ 3/4" SU&FLOOR TdG I/2" DRYWALL OVER 2X STUDS AT I b' 0/G FINISH FLOOR 6LUE AND SCREW I/2" DIA. ANCHOR BOLTS HU ~ MIN. EMBEDMENT BOLTS SHALL BE b'-0' 0/G MAX. ~ ~ O TOP OF FDN, c AND 12" FROM CORNERS MAX. S)~ EXTERIOR ELEVATIONS ~ ANCHOR BOLT TO BE WITHIN 12" OF ~ 111 z FOR FINISH SEE FLOOR J015T DRAWINGS SPLICE IN 51LL PLATE p~ ~ ~ d FOR SIZE AND SPADING ~ a KIT /DINETTE LAUNDRY W GARAGE w GRADE VARIES ~ ~ - - ~ l~ I/2' DIA. ANCHOR BOLT5 WI ' ~ ` ~ III=III=1 I I-III-I 1 I=III=III=~ ~ FINISH FLOOR 7" MIN. EMBEDMENT I I=) I I~ I I~ ~ I~ I I~ ~ I~ ~ I-~ I 4° GONG SLAB OVER z BOLTS SHALL ~ b'-0° olG MAx. III=1 I III I I~ ~I! II I II I III I II=I I II I ii ~ V) z AND Iz" FROM GOW~RS MAX ' ~ TI-1 ! I-I I i=1 I 1=1 11111=1 11= 4 GRAVEL FILL g ~ ANCHOR BOLT TO BE WITHIN 12" OF ~ 8" POURED GONG. WAIL W/ r. I I~ (I~ I I-1 I I=I I I-I I I~ I I^ N TUFF-N-DRY INSULATION BOARD SPUGE IN SILL PLAr>: I I 1=1I 1=1 11=1 11=1I h I I-1 I ~ FULL HEIGHT I I=J = ~ I_ ~ ~ _ , T OP OF FLR, , i .a. . i a~ ~ PROVIDE BOND BREAKER 4 I III I Ii=-I I I' RECAMME1dDAT~IONS ~ BETWEEN WALL AND ~ ' III=III= FOR SLOPE WHEN Z ;i, i FLOOR SLAB ` ' ~ I I-~ I UNSTABLE GROUND ~ z_ ~ _ III- ~ = 15 ENCAUNTERED O i-i i 6 MIL POLYETHYLEIJE . 1~ I I- 11-_ - J z j 8 POURED GONG. WALL ~ ~ = ~ ~ 1= ~ ICI I I.-~ I-III.=I VAPOR BARRIER TAPE I =I ~ = I I__~-I I i= ) i I~ I I-III-i I II-i I I_ ~ JOINTS OR OVERLAP b" 'r~°~ I I-III=I ~ I-I 11=1 ~ I=I ~ m ~ BASEMENT I hI I h~.=~_-1I- ~ I I I~ ~ I--III=1 I I =III. w N. ~ 3 I/2" GONG SLAB OVER ' , I I ~ I--III ~ ~ ccPrwsHT coca ; 4" MIN GRAVEI. _ WEEP HOLE ®4b" O.G. roP of FTR . PLAGf ON NATURAL I- - - ~ ~ ALL DRAWlrl6 AND VRITTEN MATERIAL APPEARING I ~,I~ Gyp Ip~~ I I~. i~ I~ i _ ~ N97EIN cGNSTINiE THE pW61NAL AHD VIIPVBLISHED 1/I W IJ I VI~VLD ~IL I NDRK DF DAVIDSON PHI WPS INL. THE SFMc' MAY ~1~p NOT BE CAPIED VSED DISOLOSED OR CONSIGNED ~ FINISH FLOOR TD A THIRD PARtt WITlrUf TIIE ExPRESy WRITTBI CAN59iT LF DAV1DSON PHILLIPS IHG. WHICH RETAINS THE CANNON LAW LOPTRIGHi TO iH15 MAIERIAI ~ F N 0." V IG" lnAV Cnnrrn ~ i ~ ~ ~ A f% f! w'4/, r w i Lam I DATE: 8/I6/Ol 3/4" GRAVEL GARAGE WALL SECTION 'TION 1/2"=1PLACE W TH HOLE5 ONBOTTOM 8" X 16" GONG. FOOTER REVISED: GONNEGT TO SELF GONTAINED 5" PUMP OR GRAVITY DRAIN BUILDING SECTION 1,40 . -0• V(P• WALL SECTION 73-1 i d~ ~n SYMBOL LEGEND N IIW DUAL OUnET N IIOv SWITCHED OUnEr r+ IIOv WEATHERPROOF OUnET (f ~ v ~~I IIOv GROUND FAULT INTERRUPT OUTLET ~2~oV 220v REGEPTAGLE W N uGHr SwIrGH 0 ~ ~ iA3 (3) WAY LIGHT SWITGH ~ ~ ~ ~4 (4) WAY LIGHT SWITGH ~ ~ vi QQ SMOKE DETECTOR ~ CEILING LIGHT Z{ ~ WALL MOUNT LIGHT ~ ~ ra ' Yp~ o ~ CEILING LIGHT -PULL CHAIN N V O hii o0 REGE55ED GAN LIGHT N EXHAUST FANLIGHT GOM60 ~ Q EXHAUST FAN ® TELEPHONE OUTLET 0 Q DISPOSAL a © GABLE ounEr TRACK LIGHT ® 200 AMP ELECTRIC SERVICE PANEL 0 C 4~~ x GABLE / AIJ.W %4 BARE COPPER I r TO WATERPIPE z-vz• we RISER (SGH. 00 ) H r jAG LOG, " I I r 6Rl~DE I I 1H ~ TO POYffR SEYIGE PANEL ~ H U ~Y SUMP I rUh1r BARE COPPER TO GROUND ROD MAIN BREAKER PMIEL (~~~J PG PG p~ rr~~~?~~ / , ELECTRICAL SERVICE I ~ I ~ W 1~ ~ I DIAGRAM 1~"1 O I Jld~tld~l I I a I 4 I ~ m ~n II111 I -~G I I I I I I TO SWIG A_B . O J 1 1 1 1 1 1 ~ ~L~_1_L~_1 O I - - - , ~ Q ~ TWO 200 AMP ;CONNEG7ED LOAD 47.6 K.W. .198.33 AMP-.: I ~ ~ ~ W}SD ITEMS +K.W.'iB.K.ft C.C;T." I B.K.R. 'K.W.i 17EMS W.S. 0 0 x°~S;RANGE~~ i9 60 iy40 ~ 1 ',2 2/40 S.OO ~A1R CONO - I a~ ~ Z ~ W H :10'DRYER '-4.00 ~2J30 5 ?61/2Q 100 MICF~OWAVE 12 ~~~o ~ - ' i - 7 . 8 1/20 1.00 WHIRLPQ~C I 12 I ~ ~ ~ ~ ~"~12_REFRIGERATOR ,1 d0 I1/20 9 1011 4 0.80 KITCHEN #1 I 12 ~ Q 72_KITCHEN #2 '.0 $0 f1/20 11 121/20 t.40 iDINING )2 - - ' - ° - 5~7 I 12_wASHEft< .1.00 11120 S3i?14I1/20 11.00IFAMILYRM 12 14 STUpY T0.80 i1/15 1' 15 '16 1l15 10.40 ~GDO # 7 14 ~14~G00~# 2^< 0.40 1(15 17 "18 1/15 100 DfSHWASHER 1d _12 BATH GFI X4_80 ~1/2t5~19 20 1115 050 DISPOSAL 14 14~FURNACE i05Q !1115 :21 221/15 150 SUMP 14 0 1a LTG ~1 80 '1/i5 ~ 32 24 i/15 7 50 LTG 14 z F-- G14 ~7G :1 001115 25 26 1/15~i1.OQ Gf1 BASE 14 0 J ~ 14 SMOKE'DET ;0.50 1115 27 28 1/15 X1.00 ;LTG 14 GOPrF16NT MC6 14;LTG ;0 50 i1/15 ~ 29 "30 1/15 j1 5Q ~L7G ~ 14 - T_. All DRAWINS AND WRITTEN MATERIAL MPEARIN6 HEREIN OONSTINIE N1E ORIGINAL AND WJPJBLIGNED 12~BASEMENT ~1 80 :1/20 31 32 1/15 X1.50 •I:FG BASE' 14 WORK OF DAVIDSON PHILLIPS INO. i!E SAME MAY NOT BE GOR®USED D15GLOEED OR CONSIGNED TO A THIRD PAR1Y WITHOIIf 71£ E%FRE55 WRITTEN OONG@IT Gf DAYIDSON PHILLIPS INC. WNGH RETAIN THE COMMON LAW f.OPiRIGNT TO RYS MATERIAL SPARE _ j ' - _ 33 34T~- ~ ISPARE ` t `SPARE - ~ ' 37~ 38 I - iSPARE r DATE. 5/8/Ol = ..SPARE f2F~/I~FI7~ - SPARE ' ~ - 394.40, - .SPARE BASEMENT ELEC ELECTRICAL 1,4" SHEET # E-1 l I_ ~ ~ N 00 SYMBOL LEGEND w. N N ~ 11ov DUAL oun.Er i IIDv SWITCHED OUTLET Ilov lNE{+rHERPR00F ourLEr ELECTRICAL NOTES, IIDv GROUND FAULT INTERRUPT OUILET w w I. ALL BEDROOM OUTLETS TO HAVE ARG-FAULT CIRCUIT s2ov 220r RECEPTACLE INTERRUPTERS, ~ LIGHT SWITCH o~ 2. ALL OUTLETS WITHIN b' OF 51NK5, IN THE GARAGE,BASEMENr, AND ON THE EXTERIOR SHALL BE GF1. PROTECTED -tAi (3) WAY LIGHT SWITCH 3. ELECTRICAL REGEPTAGLES SHALL BE INSTALLED ALON6 THE ~4 (4) WAY LIGHT SWITCH WALL SO THAT NO POINT IS MORE THAN b'-0' FROM AN OUTLET ON ANY WALL 2'-0" OR MORE IN LENGTH, AND AT EACH ~ SMOKE DETECTOR KITCHEN COUNTER THAT 1512' OR WIDER. PER NEG. 21052 CEILING LIGHT z~~ 4. A MIN. 20 AMP BRANCH CIRCUIT SHALL BE PROVIDED SOLEY TO SUPPLY THE LAUNDRY REGEPTAGLES PER NEG. 210.11(G)(2) WALL MOUNT LIGHT a O O ~r_~O: N V t~- O 5. PROVIDE ONE RECEPTACLE AT FRONT AND ONE AT BACK OF DWELLING PER NEC, 210.52 ~ CEILING LIGHT -PULL CHAIN ~ ~ b. PROVIDE ONE RECEPTACLE WITHIN 25'-0" OF ALL HVAG UNITS PER NEG. 210.b3 c RECESSED GAN LIGHT N t ~ F EXHAUST FANLIGHT COMBO EXHAUST FAN ~ ~ O ® TELEPHONE OUTLET ~i~. I..? DISPOSAL ~ Cl © GABLE OUTLET G~~d~ i ri TRACK LIGHT ® 200 AMP ELECTRIC SERVICE PANEL f I ~ - ~ C I ~ ~ i . II ~ ~ ~ o~ w~ ~ DINETTE ~ ~ ~ Q L DEN ~ GREAT ROOM ~ i ~ i ~ O i 1 ~ 1 M. BEDROOM BEDROOM #4 BONUS ROOM r I -T- ~ I L ~ 1 I I 1 I I ~ ~ W ~ - 1 I ~ I 1 ~ ~ ~ °J I I ~ ~ ~ ~ ~ / % 2668 ~ ~ ~ , 0 'fW i ~ ~ F 24b8 ~ KITCHEN o r 41 ~ ~ ?bbe PWDR ~ N I N 1 899E ~ N i.---~ I ~ i ~ HALL ~ ~ I r- ~ ~ ~ I \ ~ ~ I I I 1 GFI ` l ~ 1 0 ~ LOWER HALL ~ ~ i _ REF.---- ---1~1/ O ~ 14 I e~i I o 899E ~ - - J ( ~ I / 1 I / I T_ SW TG BE 0 _ \ 1 T 5 IT V. I ~T011 IT ~QW 2668 \ 1 i i' 1 1 1 1 1 1 1 ~ ~ ~ .L . 1 1 ~l~t BATH 1 ~ 7 ! I wP I ~ ~ i % ~ Q LAUNDRY ~ 2468 I I ~ I / c I I ~ ~ / I ~ \ ry ~ ~ N I I I III ~ 1 i I I I BEDROOM #3 I I I I ~ ( ~ ~ II 2b68 I I I LIVING R00112 I F YER I F YER I DINING ROOM ~ a„y Q i~ , I I ,~B~TH ? I V ~ 1 I . I I ~ I ~ ~ ~ ~j I-~I ~ I / I I I , ~ ~ F-j I-~-j i I I W.LC. BEDROOM #2 1 ~ i I i GARAGE I 1\ ~ I I i~ ~ Q~ rT~~ Z z p L-- I-- J 1 ~ W ' ~ ~~inAi H a I / I I I II V Q~ I II I II I II I II III PORCH I VJ ~ II TT ~ PORCH I I ~ 6ARn~E DOOR ~ GARAGE vooR ~ ~ I II I I ~ OPENER PRE-WIRE ~ OPENER PRE-WIRE I I ~ ~ I I l ~ \`_--rte/ 1 1 1 O ~ z ~ 0 LOPfR16HT 7D06 ALL DRAWN6 AND W2ITTEN MATERIAL APPEARING \ HEREIN LONSTINTE THE ORIGINAL AND U~U6LISHED \ ~ WORK OF DAVIDSON FHIWPS INL~ i}iE SAME MAY \ ~ NOL BE LOBED IYED DISLLOSED OR LONSIGNED \ ~ TO A niIRD PARtt W f11OUT iFf El(PRESS WtITiEN \ ~ LON`a@lT OF DAVID50N PHILLIPS INL. WiILH RETAIN \ \ ' ~ THE COMMON LAW COPfRIGHT TO THIS MATERIAL DATE: 5/8/Ol - REVISED: FIRST FLO r FLOOR ELECTRICAL 1/4' : P-ou SHEET # E-2