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07200364 Permit File CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 RESIDENTIAL OCCUPANCY PERMIT This is to certify that I have inspected the residence described below and approved it for occupancy. -11 ADDRESS: WINStkV CIT PERMIT NO.: 7/U6736'e} BY FINAL INSPECTION DATE: 4 ~6- 200 Building Permit No.:Ofl ` 20C~`- 04 Project Address: a-badq- 60~ '60- 1 0'A r Inspection Date AP DA Ins Comments Inspection Date AP DA Ins Comments Plumbing Insulation OP101 /gyp Underground Sewer Footing ,x,07 Final Electric Foundation Final Steel Plumbing Foundation ~2•cs7 Final HVAC DR Zy/o L Radon Final Gas 19 / , FdRN, #rAl' -L.A. Preslab P1.4 Piping Rough GFa"svO 57 "fX7 ro 77-77 F Y.'. dev4 '4 Engineering Electric (CWA) Engineering Electric z-1 7~~~" 6 R,U (Pre-Sod) Service Final Rough Engineering Plumbing Gas Piping 12117, Sµ (Rough) Rough HVAC ?/9-07 j~ 2 c9~/f 1 WV5 ,r oc-s lvo Final Zoning ~6 _o J L " GcsvN•~cT~GV wiGG cp, C- 17-" Fireplace !Q$' Zoning Rough 91131-98 41 Occupancy 1-* Framing J,/x,61 PA w- A~/° /Z y fj /3L ®'17,D'? 9~ S!9 Sam ~jey~Ul~vs 07 MF* PW6, 00*lffW T Mmra ~O60 Q'- As w rgKf 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 AD PLEASE PRINT ALL INFORMATION Applicant: I !S we S Company: Site: I ns1 c) U-) (Provide Detail Plot Plan of Lot) Lot No: Application No: Q "2W.&i Subdivision: 'R- PLEASE D• NOT MARK BELOW THIS LINE o 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) ? 11. Rebuild Manhole Throat (Sanitary/Storm) t ? 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 (Ord. 7-75, Sec. 150.039(J)) ? 5. Erosion Control/Sod or Seed (Ord. 40-98, Sec. 53.090 (G))` (O.R.C. 723.011) ? 6. Replace Damaged Asphalt ?14. Adjust Watch Valve to Grade (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 a I va rior to reque ting an Occupancy Inspection by the Building Division. J/ - n-7 Inspector: 5 Date: Re-Inspe ? Approved ? Disapproved ? Conditional Inspector: Date: Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP BAUER, DAVI DSON & MERCHANT, INC. CONSULTING ENGINEERS 255 GREEN MEADOWS DRIVE SOUTH WESTERVILLE, OHIO 43081 PHONE: 614-846-3393 FAX: 614-846-4575 PLOT AND GRADING PLAN LOT NO, 25 GLADE AT BALLANTRAE PLAT BOOK 110 CITY OF DUBLIN PAGES 29-30 FRANKLIN COUNTY, OHIO JANUARY 30, 2007 SCALE: 1 20' z Z N05'03'19"W 931.0 ? 85.00' EX. EX. 931.4 25 T"" 1 25' NO BUILD ZONE 7. C.=930 ST ° 931.2 15' DRAINAGE EASEA ENT ? A ~ ~ -F.F.E.= 936.8 pR P~~~P p`1~'~9 n Pei! -T.0.8.= 935.8 OG~PCN Pit ~~CCCne I y ? g ~g F.G.E.= 934.8 n 0~ SP S ° o 0P Q~N NG~~ 10' EASEMENT g>u~ v' 10V934.8 14.00'"0 934 y~L SF --15.67' S 13.67' N ,Y a N, O s3 I -B.F.= 927.1 N -T.O.F.= 926.8 o6 I ~0.01 LOT 26 o F.F.=936.8 Q egos ^ TYPICAL WALL T.0.6.=935.8 ? 4.00 F.G.=935.2 u aL LOT 24 B. F.=927.1 ? y ; SECTION ° I G.F.=934.8 F.G.=934.8 o O C; OSZZ 934.8 4.00' N s ~ -9 7.0' 0 4.00' 10.0' ? t~ ~i 16.67' o o use 8.33' o I mzmm 0 12.17' N PCH. 0 0 ? 2, 934.0 N o 12.50' I 934.8 7.0' _ 11.00' `'-i - I 20.00' W 934.8 cr r o I J 35' BUILDING LINE PROP. DRIVE ? if y 15' EASEMENT N T.C.-933. Cni SLOPE 3 aJ ST 5.0% _ 1' SIDEWALK EASEMENT ST 11• 4' SIDEWALK 933.0 50715'42"E 292'..+.. TO 933.0 ° b W EDINGER LANE 85.06' .r ? _ G3NEF.RINGCON1P1•tAKC'E 933.0 City of I3uhlin O W. 6 B/C 932.6 T.C.=932 PPROVED AS NOTED W- ~ 5 ePP04.05•U7 01A, Co RT 60, ST WINS o ~ This plot is prepared for the local buddin d use and is not to be construed as having been prepared for the owner or for the use of the owner for any purpose. We haw d.tennbW Chet Usk wt Ns .lthln U. umn. Parcel No. ? ° Flood Routing a need zone Q& eno.n on Flood Neurone WILLIS HOMES see master grading plan for details ae& rap for FRANKLIN. CO. , onia t;o„Y„u,,;ty suRVo oruwrt cHECKEo prow mmber 39049CO108G,6eo&. me AUGUST 2, 1995,/ SS TM I.D. J25 H: \DWG 07P&G\ 12607\ 1267PG.DWG Order No. 126-07 11/12/2007 14:44 6148463393 BDM PAGE 01/01 BAUER, DAVIDSON & MERCHANT, INC. CONSULTING ENGINEERS 255 GREEN MEADOWS DRIVE SOUTH WESTERVILLE, OHIO 43081 PHONE: 614--846-3393 FAX: 614-846-4575 PLOT AND GRADING PLAN LOT NO. 25 GLADE AT BALLANTRAE PLAT BOOK 110 CITY OF DUBLIN 'PAGES 29-30 FRANKLIN COUNTY, OHIO JANUARY 30, 2007 SCALE: 1 20' Z N05-03'1 91 931.0 85.00' " EX. g EX. 1.4 931.1 1 931.4 25 m u o 25' NO BUILD ZONE s ~Q s - 1 T.C.=930.3 931. a DRAINAGE EASE ENT T.C. 931.2 is' +$b. F.G.E.= 934.8 10' EASEMENT g OA13 934.7 ~ ~ S o 934.8 74.00' o 9 4.8 'O 15.67' 'n c 13.67' a+ ~ ~ N 0 1~t'y j tv 927.1 ev $ -T.O.F.= 926.8 n F.F.=9335.8 4.00 7p 0, F.GLOT 25 -a .r 35.2 44 TYPICAL' WALL T.O.B.-9 _ SECTION LOT 24 B.F.-927.1 G.F.=934.8 a o.~ 5 F.G.-934.8 93.5 E 1 934.8 4.00 g,'$ 7.0' g 4.00 f 0.0' 933.8 RA I t, z 16.67 h 8.33' 93 .D o 0 12.7 7' N pCH. of 938 N - .50' ~ g 4.0 n G.F.~86 12 0 7.0' 1 1.00, 20.00' r93 4 S ~ 1 935-p ` 35' BUILDING LINE a DRIVE ~ J P op. ?c 75' EASEMENT r r T.aw93LZ r r T.C.=933.3 x SI150 3 4 • rn 57 r 933. 933.0 1' SIDEWALK EASEMENT 4' SiDEw'4LK 29z1± in r SO 15 42 EDINGER LANE 85.08' 9 .0 .r w 93 932.6 T.c.-932.55 X B/C SEr 9 326 / CO RT 60' 4. '~/INSLOY? r ST lbs pbt h Prepared for the Beal b .Ise and is not to be construrd ae hovfny been prepoW for the owner or her the vse of the owner for oily purpose. wo h" do mmrsd trot V* KK in wRikh ms 67w" Pones WILLIS HOMES * sate drrraRb gyod~ng of noW ZWV W w Ml ae n+ ROCd 6*WOMV plan fOr de10Ns Reb W far FRAM v . OW OWWAsr'gy SURVO CRAWN p1EGKE0 Derr hFnM w 390~9C0108G t•Iteeam slate AUGUST 2. 1995 SS TM Ref. ,726-07 I.D. 125 H.,\Dwg 07 P&G\ 172307\ i72J7dub9rd.dw9 Order No. 1723-07 APPLICATION FOR BUILDING PERMIT This form is provided by the Building Industry Association of Ohio as a public service. THE Builders PERmiT Nulv1BER do ~ • Zoo 3l0 Issued in Ohio Under Authority of p Auditors Taxing District Parcel Number a ' Address of Property S ri. t { t L p W fly R T p" Subdivision Gl.h.i'<. A?T `13ARAC Lot Applicant's Name: Sl w\ W t L; l , Phone Number: (o t y { Q $ Email Address: a1 V" W [ i 11 S ` (g)C O L u rvkb u3, 1'' r. CO IK Fax Number: !o / 4 g~' Za Owner's Name: W t l c g %A C? m ¢ S l l_ Phone Number: 1 Address: 552 S kt t`tUCtr.r+c` cr mob t-I X, , 44 43©1 f- m Designer's Name: S -MV c,-_ .LO t LL 5 Phone Number: Ccl 'a ~ -s~3 ~ t 3 5~ d Address: Sb Nn Builder's Name: Wt L L t S © yv-, e- g Phone Number: Address: 5S Z S 1< i kJ V Cx t~` t^~ cl` C Z `Du b l 1 1t, t Q Builder's ID: a O- L{ Z E SIB j (4 Type of Improvement: Al LL) ( Af (o L e V 4 rA 1 L y Improvement Cost: 3 (P , ~ B Number of Bedrooms: 'y Heating Fuel: G AS Number of Gas Appliances per Unit: Number of Baths: 3 ~Z_ Sewage Disposal: PV 6LA L Garage Building Height: '3 1 F1 Water Supply: Rj ht t Number Car Garage: ' c Building Zoning Unfinished Basement [ g5 } 8 s 7 Lot Area 13 9 3 4 Finished Basement O o Lower Level Total fo Occupied by Structure 19 c7a a Front Setback 5 ~ 1st Floor ' 1 $ $O 8g0 Rear Setback j 2nd Floor w 3rd Floor f o? f Right Setback 10 Other Left Setback -7 Garage ~~O 70 0 Lot Width at Building Line g S Deck/Screened In Porch (3 Z Gross Square FeetW Zoning District Building Area at Ground Level ZS"g° 1 Existing Use of Property Living Area Z $ 6 Flood Plain Yes No The owner of this building and undersigned, do hereby covenant and agree to comply with all the laws of the State of C Ohio and the ordinances of this jurisdiction, pertaining to building and buildings, and to construct the proposed building 901 or structure or make the proposed change or alteration in accordance with the plans and specifications submitted herewith, and certify that the information and statements given on this application, drawings and specifications are to the a r best of their knowledge, true and correct r" Signature of App Date Received Ta ved Da te Received ate A roved oved Date Approved t{ - ~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) 462-3865 (Franklin County) Application No. Date )New ? Remodel XResidential ? 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 J~~ ( q W( Y) S 10 W C_.O U Parcel No. Subdivision/Project Name Lot a5 R,ll W*4 B Lot No c;?5 Owner's Name (,Jt LLIS Homes Telephone Contractor's Name eJ 1 Telephone /y" 85 0- q d Contractor's Address °2 g 0 °t4 x~b~a CeC' Dublin Registration umbers Does the sewer discharge into an individual sewage disposal system or sanitary sewer? 4 # How far distant from any dwelling, well or cistern is the sewage tank? What is the size of the main drain? W Qy Of what materials do the vent pipes consist? dot c Of what material does the house drain consist? C *INDICATE NAME OF CERTIFIED BACKFLOW TESTER (jal ke4 we y INSTRUCTIONS 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: RESIDENTIAL COMMERCIAL Application for permit & first fixture $50.00 Application for permit & first fixture $60.00 13 Number of remaining fixtures X $10.00 = $400 Number of remaining fixtures X $12.00 = $ Total Inspection Fee $ `350 Total Inspection Fee Re-inspection fee (based upon disapproved Inspection and collected by the Franklin County Board of Health ONLY) $45.00 Qty. Qty. Qty. Air Admittance Valve 3 Garbage Disposal Showers p~ 'Backflow Preventers Hot Water Heater Sterilizers Bath Tubs oZ Interceptor Sump Pump Bed Pan Washers Kitchen Sink Trap Primer Bidet Laundry Trays Urinal Chemical Sinks Lavatories Wash Fountain Dental Cuspidors Mop Sinks Washing Machine / Dilution Sump Outside Faucets a Water Closets Dish Washers Roof Drains Water Lines Drinking Fountain Rough-in Openings for Future Water Storage Tank Floor Drains Sewage Ejectors Other Garage Catch Basin GRAND TOTAL /VIOT WATER TANK RELPLACEMENT FEE $35.00 Division of Building Standards Application Number . . . . . 07-00200364 Date 7/06/07 Revision number . . . . . . . 1 Property Address . . . . . . 5919 WINSLOW CT Parcel Number: 274-001409 Alternate Address: GLADE Q BALLANTRAE #25 Tenant nbr, name . . . . . . SQ FT 5366 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . . . WILLIS HOMES LLC Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 350.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/30/10 Qty Unit Charge Per Extension BASE FEE 50.00 30.00 10.0000 EA RES PLUMBING >1 FIXTURE 300.00 Special Notes and Comments Faxed site plans do not scale correctly and therefore will not be reviewed. 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 Page 2 Application Number . . . . . 07-00200364 Date 7/06/07 Revision number . . . . . . . 1 Special Notes and Comments 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 POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED. DIMENSIONAL SHINGLES REQUIRED. Fee summary Charged Paid Credited Due Permit Fee Total 350.00 .00 .00 350.00 Plan Check Total .00 .00 .00 .00 Grand Total 350.00 .00 .00 350.00 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 . . . 07-00200364 Date 4/13/07 Revision number . . . . . . . 1 Property Address . . . 5919 WINSLOW CT Parcel Number: 274-001409 Alternate Address: GLADE @ BALLANTRAE #25 Tenant nbr, name . . . . . . SQ FT 5366 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . . . Permit . . . RESIDENTIAL BUILDING PERMIT Additional desc . Permit Fee . . . . 00.00 Plan Check Fee .00 Issue Date . . . . 410 7 Valuation . . . . 0 Expiration Date . . 10/10/07 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 . . 10/10/07 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 . . 10/10/07 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 . . 10/10/07 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. v - 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 . . . . . 07-00200364 Date 4/13/07 Revision number . . . . . . . 1 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 . . 10/10/07 Qty Unit Charge Per Extension 1.00 1600.0000 EA WATER DUBLIN .75" WATER TAP 1600.00 Special Notes and Comments Faxed site plans do not scale correctly and therefore will not be reviewed. 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. Contact PLANNING DIVISION 410-4600 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 . . . . 07-00200364 Date 4/13/07 Revision number . . . . . . . 1 Special Notes and Comments POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED. DIMENSIONAL SHINGLES REQUIRED. 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 Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Date ~-7 Application No. 0 " P-0 O 3 W n Q APPLICATION FOR ELECTRICAL PERMIT Job Address "t5/o tj ` ~Parcel No Subdivision Lot No. S Owner Name W r fl IS 96vtte5 Telephone Contractor Name Telephone 3 ? °a - o /7 6 Contractor Address Oyb lve/WmA A L)e Dublin Registration No. Residential: New Sq. Ft.Alteration/Addition S(l. Ft. y Temporary Service $40.00 . $40.00 Minimum plus $20.00 for each additional 500 Sq. Ft. or fraction thereof oNer 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) L[ f~ Total $ Ssx ~t t JOB DESCRIPTION W1 r 'y ;..x keul 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 Code regulating construction, installation, repair and alteration, and may be revoked at any time upon violation of any isio of id s. 7 -a3_a7 Signature of licensed contractor or homeowner r~m~) --14 a Division of Building Standards Date: 1/1/2001 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 . . . . . 07-00200364 Date 7/23/07 Revision number . . . . . 1 Property Address . . . . . . 5919 WINSLOW CT Parcel Number: 274-001409 Alternate Address: GLADE Q BALLANTRAE #25 Tenant nbr, name . . . . . . SQ FT 5366 Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . . . WILLIS HOMES LLC Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . 220.00 Plan Check Fee .00 Issue Date Valuation . . . . 0 Expiration Date 1/19/08 Qty Unit Charge Per Extension BASE FEE 40.00 9.00 20.0000 RES ELECTRICAL SERVICE 180.00 Special.Notes and Comments Faxed site plans do not scale correctly and therefore will not be reviewed. 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 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 . . . . . 07-00200364 Date 7/23/07 Revision number . . . . . . . 1 Special Notes and Comments 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 POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED. DIMENSIONAL SHINGLES REQUIRED. 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. aOp of ICS 5800 ZWw Rkw Road Dablis.. Maio 43,016, Phone: Vr= 6 1414,1 S 4670 . CITY 0 DUBLIN IrApecaonLma 614/4I,0-46xo Application Number: 07-200364 SURVEYOR BUILDING LOCATION AND FIRST FLOOR ELEVATION CERTIFICATION FORM. i, the undersigned, do hereby certify the following location of building ahd elevation of top of the foundation wall at the referenced property. It la the bulider's resportsibiilty 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)), BAM, DAVmSON a MMUM, INC. Consulting Engineers Property Owner: f Eats ft1jLders Subdivision: Glade at Raliantrae , Lot Number: 25 Address: winslaw. Court Approved F.F.E. Feet above mean sea level- Top of Foundation 935.8 Feet above meen sea level. Professional Seal: g'501 c OF Signature of Surveyor Robert B. Stayer, STOVER Piofessional Suxveyor No. 7244 ~O 7244 day 21, 2007 's FQ?~0 Date S~01VAL 5~' . This form Is to be completed prior. to the foundation Inspection and must be made available on site with the approved prints. Exc VSurvcy 01.212 tJpdaled 2-01 WolDoo Gloom LLCM Second Generation Home Builder (614) 439-2082 Since 1970 Steve Willis Home Phone: (614) 792-5172 Jim Willis 10 00 Home Phone: (614) 889-9785 Sheet1 WINDOW SPECIFICATIONS Light. Vent and Egrees WILLIS HOMES LLC Room Window Total Rm Re 'd Window Total Rm Req'd Egress =HabitableC - ng Area Gla zing Glazin Glazing Venting Venting VentinArea (so (so g (sf) (8% of RA) (sf) (sf) (4% of RA) (sfl Study 2 2060SH 166 9.18 18.36 1 3660 4.21 8.42 8.42 TOTALS 18.48 18.48 8.3 8.3 8.92 36.84 13.28 16.72 6.64 17.34 Dining - 2 2060SH 152 9.18 18.36 1 406OPW 4.21 8.42 7.4 8.42 17.76 17.76 0 0 0 0 0 TOTALS 185 36.12 12.1 421 8.42 6 8.42 Breakfast 4 3060SH 143 14.8 59.2 11.4 7.4 29.6 5.7_2_ 5.88 Great Room - 2 306 PPW 366 15.84 31.68 2 3060SH 0 0 14.8 29.16 7.4 14.8 5.88 TOTALS 55.8 29.28 _ 14.8 14.64 Kitchen/Bath/Laundry light and vent provided Owners Suite - 2 3060SH 221 14.8 29.6 17.68 7.4 14.4 8.84 5.88 Bedroom #2 2 305 SSH-2 175 14.2 28.4 14.04 7 14 7.02 5.72 Bedroom #3 2 3056SH-2 142 14.2 28.4 11.36 7 _ 14 5.68 5.72 Bedroom #4 2 3056SH-2 168 14.2 28.4 13.44 7 - - - 14 6.72 5.72 Page 1 Load Calculation Worksheet LOT #25 BALLENTRA, DUBLIN OHIO 43016 LOAD CALCULATION WORK SHEET PER 2002 N.E.C. 220.30 Step 1 Otv Total Square footage 2,845 x 3 watts per table 220.3 a 10,000 Step 2 Required branch circuits per N.E.C. Art. 210.11 Small appliance branch circuits, minimum two x 1500 watts. 3,000 Laundry branch circuits minimum one x 1500 watts. 1,500 Nameplate VA rating of all appliances fastened in place (permanently connected), or located on a specific circuit. Examples: Microwave 1,500 Disposal 1,500 Dishwasher 1,500 Oven 6,500 Cook top 4,500 Water heater gas Well pump Range Freezer Attic fan Whirlpool Furnace motor 1,500 Dryer 4,500 Others: Refrigerator 1,500 Garage door 1,500 Garage door 1,500 Total all VA's 40,500 100% of 10,000 of watts = (1st) 10,000 40% of remaining watts = (2"d) 12,200 Step 3 Show air-conditioning load. 4,500 Show heating load. _gras *Note with all electric homes, only calculate the largest HVAC load. Step 4 Add together 1"t and 2"d totals with HVAC load. 26,700 TOTAL LOAD WATTS/ 240 = Service load 112 Amps FROM : FAX NO. Mar. 15 2007 01:42PM P1 03/15/2007 88:26 614-241-2860 EDWARD$ PAGE 02 ;Piz - -L TR !'ark d,l~vds'irorc~oml Galf G'a+rity A~'CY11fCR:tiiriil rude' Caffuniace Play. Appr vd Nodficadon Lot Nt1:tklbW. 25 Section: Glade D 3/15/07 .mss: "19 Wmsiow Gout Builder: ; VM U-0-MI, U& Pons for the abave referenced Lot howo been reviewed by the $altenfte Axchfteatural Review Committee for compliance with: ¦ A utrea Diivm*y Standard * RuctiOJC Materials Usa$a ¦ Ott Y ft Back Requkm" b 0 Site Plait Require mau Plane are approved as submitted for the above referenced elemenu. ¦ No Fuidu rApp r&Ms Roquirod 0 A+ Tonal Appmwals Xt equired as Follows: Appnml CerdfW by: Chwries P. O rikcall, Member - lsus s+eviiewed by At+cb3tectvt~al kniew C+onwaft c w - - ¦ Deione8 a dmio, ?3.dtvsnd~ CouatAtar+e as,l.CG ¦ Crerry,a4i 4A%P"^ 3"HoxkaNdTAj"dwus O Pdcr Pie, Bdramda God tbaraesxiliq, , C Jrwy R" Zftbos s AmhW4 Afyo t "xutT Wwgr RZiotsca~LiG~~.JCd1I~Reb,Xv:... Q ~~tr,Y~'d'°q~Arp~ert,Bk~dl~to«~bArruci~rter C1 ~t+mr xeru Popes, Ar+~i~gwit FROM FAX NO. Mar. 15 2007 01:42PM P2 03/15/2007 08:26 614-241-20$0 EDWARDS 03/14/8007 19:39 PAX 814 764 9fit,4 BIRD HUUK CO1d,AB, PAGE 03 141t?vz/oax mrmm L.v 11 X D HO U f 1 0,170 rwarelde drW I euiw i0o 0 0 1 1 ab©ratly® dublk),onlo 43017 phono1814 784 1122 fax 16-14 764 8814 ClUtnOblyd-howk,com M9rM 14, 2007 Mr. Charles Driscoll Re: Lot 25 glades T 495 he Edwards COmpanY Wine Homan L4 C• Cok South High Street, 8uif~e 1$0 118111in 'aO Golf Course Community Cohanbus, Ohio A3215 G DNA, Ohio Dear 0hatfir. We have feceived the modifloafions for the above rnfsrern*0d horns and they are conslsfent with our review. This houerei meats our design review criteria end is approved. This review does not superceas any and all requiremerrts as stated In the Dublin Golf Gourise Community €79Ve Mment Text (SaNantrue) or any usher coning on building oode rviulremonts, If you wish to disouse any of these, comm" please glue me a oail, very truly ya MeI esa , MLfiing hr011 t 1/smdmi = Glades app ~hltacts The place makers. land planners landscape architects Rcw S6-0 REScheck Software Version 4.0.1 Compliance Certificate Project Title: Lot# 25 Ballentra Report Date: 03/01/07 Data filename: C:\Program Files\Check\REScheck\Lot 25 Ballentra.rck Energy Code: 2003 IECC Location: Dublin (Franklin), Ohio Construction Type: Single Family Glazing Area Percentage: 11% Heating Degree Days: 5719 Construction Site: Owner/Agent: Designer/Contractor: Dublin, OH 43016 Willis homes LLC Steve Willis/Willis Homes 5528 Kinvarra Ct. Dublin, OH 43016 614-563-6134 Gross Cavity Cont. Glazing UA Assembly Area • • D.• Perimeter • Ceiling 1: Flat Ceiling or Scissor Truss: 163 0.0 30.0 Ceiling 2: Flat Ceiling or Scissor Truss: 5 249 0.0 30.0 g Ceiling 3: Flat Ceiling or Scissor Truss: 166 0.0 30.0 5 Ceiling 4: Flat Ceiling or Scissor Truss: 37 0.0 30.0 1 Ceiling 5: Flat Ceiling or Scissor Truss: 1378 0.0 30.0 43 Wall 1: Wood Frame, 16" o.c.: 72 13.0 0.0 6 Wall 2: Wood Frame, 16" o.c.: 36 13.0 0.0 2 Window 1: Wood Frame:Double Pane with Low-E: 8 0.320 3 Wall 3: Wood Frame, 16" o.c.: 225 13.0 0.0 15 Window 2: Wood Frame:Double Pane with Low-E: 36 0.320 12 Wall 4: Wood Frame, 16" o.c.: 122 13.0 0.0 6 Window 3: Wood Frame:Double Pane with Low-E: 36 0.320 12 Door 1: Glass: 17 0.610 10 Wall 5: Wood Frame, 16" o.c.: 419 19.0 0.0 25 Wall 6: Wood Frame, 16" o.c.: 126 13.0 0.0 Window 4: Wood Frame:Double Pane with Low-E: 7 18 0.320 6 Window 5: Wood Frame:Double Pane with Low-E: 18 0.320 6 Wall 7: Wood Frame, 16" o.c.: 153 13.0 0.0 Wall 8: Wood Frame, 16" o.c.: 13 36 13.0 0.0 2 Window 6: Wood Frame:Double Pane with Low-E: 6 0.320 Wall 9: Wood Frame, 16" o.c.: 2 180 13.0 0.0 14 Window 7: Wood Frame:Double Pane with Low-E: 12 0.320 q Wall 10: Wood Frame, 16" o.c.: 36 13.0 0.0 Wall 11: Wood Frame, 16" o.c.: 3 108 13.0 0.0 g Wall 12: Wood Frame, 16" o.c.: 171 13.0 0.0 Window 8: Wood Frame:Double Pane with Low-E: 10 12 0.320 q Window 9: Wood Frame:Double Pane with Low-E: 21 Window 10: Wood Frame:Double Pane with Low-E: 0.320 7 12 0.320 q Wall 13: Wood Frame, 16" o.c.: 99 13.0 0.0 Wall 14: Wood Frame, 16" o.c.: 8 152 19.0 0.0 7 Window 11: Wood Frame:Double Pane with Low-E: 7 Window 12: Wood Frame:Double Pane with Low-E: 0.320 2 7 0.320 2 Window 13: Wood Frame:Double Pane with Low-E: 9 0.320 3 Lot# 25 Ballentra Page 1 of 3 Door 2: Solid: 18 0.350 6 Wall 15: Wood Frame, 16" o.c.: 27 13.0 0.0 2 Wall 16: Wood Frame, 16" o.c.: 162 13.0 1.0 9 Window 14: Metal Frame with Thermal Break:Double Pane with 12 0.320 4 Low-E: Window 15: Wood Frame:Double Pane with Low-E: 24 0.320 8 Window 16: Wood Frame:Double Pane with Low-E: 12 0.320 4 Wall 17: Wood Frame, 16" o.c.: 72 13.0 0.0 6 Wall 18: Wood Frame, 16" o.c.: 126 13.0 0.0 9 Door 3: Solid: 17 0.350 6 Wall 19: Wood Frame, 16" o.c.: 243 13.0 0.0 17 Window 17: Wood Frame:Double Pane with Low-E: 8 0.320 3 Window 18: Wood Frame:Double Pane with Low-E: 30 0.320 10 Wall 20: Wood Frame, 16" o.c.: 117 13.0 0.0 10 Wall 21: Wood Frame, 16" o.c.: 126 13.0 0.0 10 Wall 22: Wood Frame, 16" o.c.: 180 13.0 0.0 12 Window 19: Wood Frame:Double Pane with Low-E: 30 0.350 11 Window 20: Wood Frame:Double Pane with Low-E: 8 0.320 3 Wall 23: Wood Frame, 16" o.c.: 126 13.0 0.0 10 Wall 24: Wood Frame, 16" o.c.: 45 13.0 0.0 4 Wall 25: Wood Frame, 16" o.c.: 113 13.0 0.0 7 Window 21: Wood Frame:Double Pane with Low-E: 30 0.320 10 Wall 26: Wood Frame, 16" o.c.: 45 13.0 0.0 4 Wall 27: Wood Frame, 16" o.c.: 90 13.0 0.0 7 Basement Wall 1: Solid Concrete or Masonry: 24 0.0 5.0 2 Wall height: 6.8' Depth below grade: 6.0' Insulation depth: 6.8' Basement Wall 2: Solid Concrete or Masonry: 175 0.0 5.0 16 Wall height: 6.8' Depth below grade: 6.0' Insulation depth: 6.8' Basement Wall 3: Solid Concrete or Masonry: 94 0.0 5.0 9 Wall height: 6.8' Depth below grade: 6.0' Insulation depth: 6.8' Basement Wall 4: Solid Concrete or Masonry: 126 0.0 5.0 12 Wall height: 6.8' Depth below grade: 6.0' Insulation depth: 6.8' Basement Wall 5: Solid Concrete or Masonry: 111 0.0 5.0 10 Wall height: 6.8' Depth below grade: 6.0' Insulation depth: 6.8' Basement Wall 6: Solid Concrete or Masonry: 119 0.0 5.0 11 Wall height: 6.8' Depth below grade: 6.0' Insulation depth: 6.8' Basement Wall 7: Solid Concrete or Masonry: 28 0.0 5.0 3 Wall height: 6.8' Depth below grade: 6.0' Insulation depth: 6.8' Basement Wall 8: Solid Concrete or Masonry: 140 0.0 5.0 13 Wall height: 6.8' Depth below grade: 6.0' Insulation depth: 6.8' Basement Wall 9: Solid Concrete or Masonry: 25 0.0 5.0 2 Wall height: 6.8' Depth below grade: 6.0' Insulation depth: 6.8' Basement Wall 10: Solid Concrete or Masonry: 84 0.0 5.0 8 Wall height: 6.8' Depth below grade: 6.0' Insulation depth: 6.8' Lot# 25 Ballentra Page 2 of 3 Basement Wall 11: Solid Concrete or Masonry: Wall height: 6.8' 88 0.0 5.0 8 Depth below grade: 6.0' Insulation depth: 6.8' Basement Wall 12: Solid Concrete or Masonry: Wall height: 6.8' 84 0.0 5.0 8 Depth below grade: 6.0' Insulation depth: 6.8' Basement Wall 13: Solid Concrete or Masonry: Wall height: 6.8' 63 0.0 5.0 6 Depth below grade: 6.0' Insulation depth: 6.8' Basement Wall 14: Solid Concrete or Masonry: Wall height: 6.8' 98 0.0 5.0 9 Depth below grade: 6.0' Insulation depth: 6.8' Basement Wall 15: Solid Concrete or Masonry: Wall height: 6.8' S8 0.0 5,0 5 Depth below grade: 6.0' Insulation depth: 6.8' Basement Wall 16: Solid Concrete or Masonry: Wall height: 6.8' 112 0.0 5.0 11 Depth below grade: 6.0' Insulation depth: 6.8' Basement Wall 17: Solid Concrete or Masonry; Wall height: 6.8' 35 0.0 5.0 3 Depth below grade: 6.0' Insulation depth: 6.8' Basement Wall 18: Solid Concrete or Masonry: Wall height: 0.7' 209 0.0 0.0 131 Depth below grade: 0.0' Insulation depth: 0.7' Floor 1: All-Wood Joist/Truss:Over Outside Air: Floor 2: All-Wood Joist/Truss:Over Outside Air: 20 20.0 0.0 1 Furnace 1: Forced Hot Air. 90 AFUE 20 20.0 0,0 1 Air Conditioner 1: Electric Central Air: 13 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 REScchecckk Version 4.0.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. l7l' L.,1 "IS Pr S rln 1P Name Title O Sig re Da e Lot# 25 Ballentra Page 3 of 3 CITY OF DUBLIN Division of Building Standards • 5800 Shier4tings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Revision Application 0 Revision Fee $ Application Number a-o~ 3 Address 59 ? Reason for Revision 154 "Note: All revisions must be. clearly.' ' ghted or clouded on all the revised plans and plot plans.* Contact Name ~4r- Contact .Phone Number For q rxe use only Revision is to be reviewed by: - Building'Division Planning/Zoning Division Engineering Division Major Revision Minor Revision Supplemental Information Updated 8-23-04 11/12/2007 14:37 6148453393 BDM PAGE 01/01 BA UER, DAVI DSON & MERCHANT, INC. CONSULTING ENGINEERS 255 GREEN MEADOWS DRIVE SOUTH WESTERVILLE, OHIO 43081 PHONE: 614-846--3393 FAX: 614-846-4575 dr] -2- 00 3(4 PLOT AND GRADING PLAN LOT NO. 25 GLADE AT BALLANTRAE PLAT BOOK 110 CITY OF DUBLIN PAGES 29-30 FRANKLIN COUNTY, OHIO o JANUARY 30, 2007 SCALE: 1" = 20 - N05'03' 19 "W 85.00' 931.0 m EX. EX.931.4 931.1 931.4 25 t 25' NO BUILD ZONE o T.C.=930.3 931.2 931.2 15' DRAINAGE EASE ENT jO,s930.38 ' 4 •a a b E -F.F.E.= 936.8 ~ .r o ~ cp v -T.0.9.= 935.8 c . ° .A d I cn x e = $ F.G.E = 934.8 t° 0 934.8 934.7 10' EASEMENT b Utih., 934.8 74. 00 0 EKE cd N3~~' 15.67 0 0 0 13.67' c`ni N O I t~r1l~~ s -B.F.= 927.1 N o ^ N't v -r.o.F_ 926.8 LOT 2s X30 ' LO F.F.=936.8 F.G.=935.2 TYPICAL WALL t.0.8.=935.8 4.00 SECTION LOT 24 B.F.=927.1 _ M oe" G.F.=934.8 a ~.o F.G.=934.8 934,5 C3 ZL 4.00' 934.8 o 7.0 933.8 K n 16.67' ° 4.00 10.0 m g ~ ~ 2 0 ° 8.33' b 934.0 ~ x A 17 c~i C-1 ~ Q 933.8 0 12' PCH. c • • • • w w 934.0 C *4' 0 12.50' 934.8 In 4 7.0' 11.00' 20.00' 19' . ` w 030 34.8 r 1 4 2om4 m x UP rx 935.0 I 35' BUILDING LINE 5 II II PROP. k 15' EASEMENT DRIVE r, T.C.• ~ v r'" SLOPE T. C. = 933.3 Sr 3.0 I' SIDEWALK EASEMENT _ ST S07 15'42 E 4 SIDEWN-K 933.0 93 292'± TO 9 85#06 9 3.0 4 o W EDINGER LANE 933.0 833.28 932.6 r C. = 932.55 B/C SET N 93 . 932X.35 , 932.6 EFEM R T 60 WINSLOW CO ST 4m o °i 117is plot :s prepared for the /oeol bmWtnd oela •s not to be eonstrved ox hoving been Prepared for the owner or for the use of the owner for ony purpose. ra ho'e coos 0 a toot firs rot on oam" vie Empes fbreN Na Q Flood Routing or Roos zone -;X e, Om m an five Wood M,vrom" MLLIS HOMES - see molter grading Rohr mw ror . Kj ILV,.M . on?o =Z(-;QS--T SuRwO ORhwN CHECKED pion for details Banat *.*.r 390.49CQ_QAG EfMeHw 2, 1995 SS TM Ref x'126-07 I.D. 125 H: \Dwg 07 P&G\ 172307\ 17237dubgrd.dwg Order No. 1723-07 ,.1-- _ A complete TJ-Xpert framing plan requ~es the Trus Joist Framer's Pocket Guide Guide See Tres Joist Framer's Pocket Gade for Product Trademark Information TJ ~(~erta HANGER LIST -Simpson Strong-Tie Company, Inc,® i Plot ID Qty Product Label T~~p Nails Face Nails Member Nails Notes H1 9 IUT11 10-N10 2-N10 H2 2 HUS1,81/10 30~1Od 10-10d double shear Trus Joist rim board JtJIST AND BEAM LTST A3 Plot ID Length Product Plies Qty Al 44' 11 ~/S" TJI 110 foist 1 1 A2 42' 11 7/8" TJT 110 foist 1 4 A3 40' 11 7/8" TJI 110 foist ~ 2 2 ~aad bearing or shear wall above (must stack over wall below) A4 34' 11 7/8" TJI 110 foist 1 7 A5 28' 11 7/8" TJI 110 foist 1 9 A6 26' 11 7/8" TJI 110 foist 1 6 Blacking panel A7 29' 11 7/8" TJI 110 foist 1 3 AB 18' 11 7/8" TJI 110 foist 1 1 A9 1b' i1 7/8" TJI 110 foist 1 1 A10 14' 11 7/8" TJI 110 foist 1 5 A11 14' 11 7/8" TJI 110 foist 2 20 A12 12' 11 7/8" TJI 110 foist 1 15 A13 10' 11 7/8" TJI 110 foist 1 6 A14 8' 11 718" TJI 110 foist 1 3 M1 14' 1 3/4" x 11 7/8" 1,9E Microllam LVL 4 4 Web stiffeners required ~I TS1 16' i 3/4" x 11 7/8" TimberStrand® LSL Beam (1,55E) 1 1 each side at BiW r I I 1 ~ TS2 14' 1 3/4" x 11 7/8" TimberStrand® LSL Beam (1,55E) 1 1 BS B1W ~ ~''1 TS3 12' 1 3/4" x 11 7/8" TimberStrand® LSL Beam (1,55E) 1 1 I I I I. I. I Rml }~1 ACCESSORIES LIST Load from above " Plot ID Length Product Plies Qty Pcl 26' 11 7I8'' TJI 110 foist 1 1 Pe2 12' 11 7/8" TJI 110 joist 1 4 A12 v Pc3 10' 11 7/8" TJI 110 foist 1 1 Pc4 8' 11 7/8" TJT 110 foist 1 2 A5 Pc5 6' 11 7/8" TJI 110 foist 2 2 Pc6 4' 11 1I6" TJI 110 foist 1 1 r?x4 minimum squash blocks Pe7 2' 11 7/8" TJI 11fl foist 1 2 Rm1 12' 1 1/4° x 11 7/8" 0,8E TJ-Strand Rim Board 1 10 Bkl 1' 2 1/4" 11 7/8" TJI 110 Blocking Panels 1 21 Use 2x4 minimum squash blocks CS to transfer load around TJIe BBO BBO II li Bk1 Bk2 1' $/2" 11 7/8" TJI 110 Blocking Panels 1 9 joist _ ~ - ~ Bk2 3' 2" 11 7/8" TJI 110 Blocking Panels 1 1 U ~ - Shl 4' x 8' 23/32" Panels (24" Span Rating) 1 62 Bk~, Random length blocking panel cuts W Bk, Blocking Panels; Rm, Rim Board; Pc, Parallel Closure Web stiffeners w i e I re wired each S d amet r maximum ho a far q 117° - 24" deep biocki panels; U N W side at EiW ~ 6"diameter maximum for blocking panels 9~,~" deep or A4 7 shorter than i2"lang. Do not cut flanges. cs A2 ~••N A11 Rml N i ~ Trus Joist rim ~2 i board Al A13 ~ a E1W Bk2 ' Bk1 BBO Rml BBO . _.i Rml 16" ~ A14 TS3 u H2---- - ---~H2_ ea n-n- -n- - i I -n , f~ H1 A12 N. ca A10 A10 w~ Rml H ~ o, ~ A13 A12 Ald BBO Rm1 A7 _ . . _ A6 A7 a A7 - u - w Rml Bk1 Rml l~nl U ti 1 ~ Rra1_~_/ N N U N ~ Q, U a U ~ a CREATED BY Linworth Lumber Company Bk1 2310 W. Dublin Granville Road ~ ~ Rm1 Worthimgton, OH 43085 Rm1 Rml 614-885-9543 .x ~ ~`1 ' ~U FAX: 614-885-1372 ~ a 7 F ~3 ~1 r; h`.tl r~ ~ ? LEVEL NOTES File Name: Lot #~:5 Ballantrae.JOB Level Name: First Floor Platted: 5/14/2007 15:04 DESign Status: First Floor...5/1412007 19:59 1JOTE: Level design times indicated above provide assurance for proper level stacking. NAII~INC NA~I~~NC Design Methndolog~~: A5D Floor Area Loading Ts. 40psf Live Load and 10 psf Dead Load ~ TJI~'aists at bi Gperatar added additional loads, TJI joists at bearings: Two Sd (2Y2') box nails (1 each side),1 Y" Maximum Joiea Deflection: l.-_ ~ Joists are unstable until braced laterally i minimum from e minimum from end. LI460 Live Load ' ; r Bracin includes, 5 L/290 Total Load • Biockio • sh Blocking panel; g Bathing Blocking panels, rim foist or nm board to bearirug date: TJ-Pro Rating Information: • Hangsrs • Rim Board TJ!®blacking pa DO NOT aAow workers • strut Linea • Rim Joist DO NO T stack building Trus Jaisf rim be TJ!® 6lockingpai~els orrimjoist.~ 10d (3")box nails at 6" o.c, weighted Average: 54 Lo~~est Rating: 41 5Y1°1BOL LEGEND Trus Jp'isf rim board: Toenail with 10d (3) box nails at 6 o.c. or Hiaheat Rating: 67 to walk on foists materials on unsheathed 16d 3 " box n~ 16d (3y") box Halls at 12" O.C. Glued & Nailed Decking is Required Point Load until braced. foists. Stack only over ~ ~ ~ , , . , Direct Aprlied Ceilina is Not Reauired .>nearrransrer: ii, INJURY MAY RESULT, beams or walls. snearrransrer.' 1-onnections equiva ent to oeCK ng nan scneau e. Floor Decking; 23/32" Panels (24" Span Rating) _ Line Load WARNING NOTES: Rim board, rim Rim board, rim joist or closure to TJI®'o1_ist: Normal O.C. Spacing = 16"1 c Area Load Lack of concern for proper bracing during construction can result in serious accidents. 3 ? /r4„ width or fesl sunless noted otherwise ?3Y4" width or less; Two 10d (3") box nails, one each at top and Bao Beam By others Under normal conditions if the following guidelines are observed, accidents will be avoided. bottom flange. bottom flange. Layout Scale; 114" : 1' Detail callout label 1. All blocking, hangers, rim boards and rim joists a( the end supports of the TA s joists must be completely installed and property nailed. n thCU 2112" Wf 21 2. Lateral strength, like a braced end wall or an existing deck, must be established at the ends of the bay. This can also be accomplished bottom flange. 21116" ihru 2%2" widths. Two 16d (3Y2') box nails, one each at top and (See Framer's Rocket Guide) by a temporary or permanent deck (sheathing) fastened to the first 4 feat of joists at the end ofthe bay, Width: TOern bottom flange. f2 3. Safety bracing lines of 1x4 (minimum) must be nailed to a braced end wall or sheathed area as in note 2 and to each joist. Without this bracing, buckling sideways or rollover is highly probable under light construction loads - like a worker or one layer of unnailed sheathing. side of joist top t 3'112" width: Toenail joist to rim joist with one 10d (3") box nail each side of joist top flange. Page 1 of 1 4. Sheathing must be totally attached to each TJI m joist before additional loads can be placed on the system. 5. Ends of cantilevers require safety bracing on both the top and bottorn flanges. 2x4 minimum s 6. The flanges must remain straight within a tolerance of X" from true alignment 2x4 minimum sguash blocks: Two 10d (3") box nails, one each at top and bottof at top and bottom flange. FOR THE T,J•XPERT WARRANTY SEE FRAMER'S POCKET GUIDE TJ•xpert 6.42 (#693) C6.42 06.42 S6.42 P6.42 PERMIT NUMBER: CI'T'Y OF DUBLIN #1 01-200 365 DIVISION OF ENGINEERING CITY OF DUBLIN RESIDENTIAL BUILDING PERMIT SITE PLAN REVIEW CHECKLIST Subdivision: Lot Number: 915 Reviewer: E P P Address: Date: 5919 ~cJ imoQ,cx.~r ~nf~ o ~o s o ~ ITEM I DESCRIPTION YES NO N/A 1 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 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. 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. 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. V/ 22 100-year Floodplain, Floodway, and Floodway + 20 feet is shown and labeled FEMA FIRM Map Number: 390 49(01086 Effective Date: O$ - 02.9 5 ? 23 Erosion control is shown, labeled and matches the approved construction drawings mom~ 24 Tree protection fencing is shown, labeled and matches the approved construction drawings 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 ? 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: [Y 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. 1/17/2007 N:\Engineering\POUCY\ENGPOL019.doe 'sajDMS 06DwD1p p.JD,( apis puo p1D,(1ogJ aplAold !joys lapjlng , W '~(DM$AI1p )D 6UTADd of Joud papodwoi a1o anup lapun sagDUalj ,(lygn pD 1Dgl alnsul pogS lappn13 , vollowlsuoo asnoq buunp 1ng MojsU!M )o apls 1saM uo 6uMiod DN , -_j S fi w •uoilorulsuoo 6uunp 6uoua) uollaalold aa11 6ugslxa puD laluoD uolsola I!K i.'Apgns 6ugslxa ulDlulow of lapjm13 , Q, ~OL ~ cc S31 ON ii U rn m H- N 0) LAJ N :z Q) (D u CA% 73 (D T3 co V) N O II Mj 9i : y r o N Z O I 11 r7 U t+~ u o LL: q 4 cj~ O Q) CO Z X. 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BOIr WASHER Is DIA, eat ~ (8" IN 10' MINIMUM} DRAWN 1/t8' FLOOR JOISt 2, THE FOUNDATION IS DESIGNED FOR A SAFE SOIL BEARING PRESSURE ~ ~ IN70 SILL PLATE ~ (SEE CHART) PER SQUARE FOOT. THE MAXIMUM CONCENTRIC VER11Cp F LOADING TO BE APPLIED 10 THE TOP OF THE WALL SHALL NOT EXCE BEARING PRESSURE OF *NCENTRIC VERTICAL 2" CLR ~ 1933 POUNDS PER LINEAR FOOT. LL SHALL NOT EXCEED ' CROSS-BRIDGING ' 2x Slll PLATE ~ ~ 3. CONCRETE USED FOR WALLS SHALL HAVE A MINIMUM 28 DAY MUM 28 DAY FROST CHART NOMINAL 1-1/2' a 2x ~LL PLATE 0 8'-0' O.C. COMPRESSIVE STRENGTH OF 3000 P.S.I. WALLS WHICH MAY BE SUBJF TO FREEZING AND THAWING DURING CONSTRUCTION SHALL CONTAIN M FLOOR JOIST 4ICH MAY BE SUBJECTED V SHALL CONTAIN 5% I BEIIEFONruNE 36' pADISON CDUNtt 30' c ~ TO 7x ENTRAINED AIR AND CONTAINS 564 LBS, CEMENT PER CUBIC t~ARYS~ / / / / / / ~ ~ A ANCHOR BOLT ANCHOR BOLT AND NON-CHLORIDE ACCELERATORS AS NECESSARY. 8/18 DI . ROUp{ :EMENT PER CUBIC YARD 1Y, W r I COWMBUS 3z" NEw ALBANY J6' / / / / HOLE IN SURFACE JOISTS PERPENDICULAR TO WALL JOISTS PARALLEL TO WALL 4, CONCRETE USED FOR FOOTINGS SHALL HAVE A MINIMUM 28 DAY IINIMUM 28 DAY Co DELAWARE att sx PICKAWAY CQUNtt 32' IIIII SILL PLATE COMPRESSIVE STRENGTH OF 2500 P.S.I. DEUW COUNTY 39' PN~ERIN6TON 3z' / / / / / / 5, ALL REINFORCING STEEL SHALL BE A.S.1,M. GRADE 8D. DUBLIN 30' POWr1L 31' FOLLOW O.S.H,A. GONCREIE FLOOR SHEATHING E 80. I c FRANKLIN COUNtt ~z' REYNOI.DSBURO 3z' / / / / / / IIIIII RECOMMENDAl10NS WALL FLOOR SHEATHING B, ANCHOR BOLTS SHALL CONFORM TO A,S.T.M. A307 AN BE SPACED CONTINUOUS CONTINUOUS OHIO RESIDENTIAL CODE 4D3.1.6 , B' ON CENTER, & 12~ FROM ALL E GAHANNA 32" UNION COUNTY 34' / / / / / / ~ FOR SLOPE, BAND BOARD BAND BOARD NOTE: IF SiLL PLATE IS TO BE ACQ ALk N 17 ANQ BE SPACED AS PER C I. & 12 FROM ALL CORNERS. 'N ~O GROVE att 3z' UPPER AIAJNGTON 32' ( ) AU E COPPER WATERNAf COPPER QUATERNARY TREATED IIIIII TYPICAL ANCHOR BOLT DETAIL NTS LUMBER, THEN GALVANIZED BOLTS WITH A MIN. C185 RATING OR STA """~"D 36' / / / / / / ~ sTEEL Musr BE usED. uaQNQ coUNtt s2' wORTHiNCT9N aY -I' CLEAN NATURAL ALL 1HREAD RODS MAY BE SUBSTITUTED FLOOR JOIST 185 RATING OR STAINLESS N X - LOGAN CWNTY 34' / / / I'I,i I SOiLS BACKFILL FOR ANCHOR BOLTS 7. ALL CONCRETE NgRK SHALL COMPLY 1MTH; h o) ACI 301 "SPEgfICATIONS FOR STRUCTURAL CONCRETE FOR BUILDII x SOIC BEARING WALL WALL UNBALANCED WALL REINFORaNC / / / / / / - yWyEE~Epp IAiEST Ef>JTION, cW7 PRESSURE WIDTH HEN;PT FlLL HEIGHT INSIDE FACE w'W' NtD>H HOIJES Hg b) ACI 318,1 BUILDING CODE'REQUIREMENTS FOR STRUCTURAL PLAIN NCRETE FOR BUILDINGS' I 15Q0 PSF 8 8'-0' T-0' UNREINFORCED IIIIII SILT. PLATE 4 O.C. - 4' O,C. LATEST EDITION, STRUCTURAL PLAIN CONCRETE% E N V h 15D0 PSF B 9-0 B- T, p 0 3 O.C. WATERPROOFING OR CROSS BRIDGING ~ 15D0 P$F t0' 9'- 6'-0' UNREINFORCEO = DAMPPROOFING AS PLASTIC SUPPORT 0 a'-D D.C. 8. WALL CONCRETE SHALL 8E ORDERED FROM THE CONCRETE SUPPLIER o Lo c I ,ONCRETE SUPPLIER TO BE 0).- Y / / / / / / PER LOCAL CODE TO INSURE 1-1 2' Fl.oOR JOIST BATCHED AT A MAXIMUM SLUMP OF 5 INCHES. NO WATER SHALL BE ~ 1 PSF i2 9'-0' 8'- UNREINFORCED IIIIII / ANCHOR BOLT TH i I WATER SHALL BE ADDED AT IAY BE ACHIEVED BY ADDING _ < 1 SF B 1 - D- 16 0 4 O,C.E.W, _ REINFORGNG FLASHING ANCHOR BOLT FLASHING SUPERPLAS~t511ER CN THE JOBS( EANP~INCHESP AY BE ACHIEVED B' o) DDO PSF B S- -0 UNREINFORCED / / / / / FLOWA I F OF SU ERPLAS1TSIZER WILL 'RPLASTISIZER WILL INCREASE 3 2 I' MAXIMUM BRICK CORBEL IS 1 PER COURSE BLITY 0 CONCRETE IN 1NE FORMWORk, 0 2 PSF B 9- B- RT, /6 0 JZ O.C. I- w IIIIII 3 ~ 2ooD PSF to' s'-o' e'-D UNREINFORCED / / / / / a JOISTS PERPENDICULAR TO WALL JOISTS PARALLEL TO WALL 9. PRIOR TO PLACEMENT OF CONCRETE, ALL FOREIGN MATERIAL SHALL j Q 20D0 PSF tY' B'- -D UNREINFORCED 1. FLOOR JOIST MUST 8E IN PLACE FOR FOUNDATION REMOVED FROM FORMWORk. V MATERIAL SHALL BE ~ e' 9'- 1'- ' U R I / / / / / I' (IIII 10 SUPPORT DESIGN LOADS OF THE SOIL ~ m Psf -0' -D N ENFORGI:D _ 10. ALL WALL CONCRETE SHALL BE CONSOLIDATED BY THE USE OF A V IY THE USE OF A VIBRATOR. < Z PSf Er B' D' 8' D' 'BERT, Ba 0.. / / / / / 1-1/2' CLEAR 2, FLOOR JOIST TO BE SIZED BY OTHERS ~ ~ 8000 PSF t0' 9'-0" E'-0' UNR NFORCED PTypCp,L) TO CARRY LOAD OF STRUCTURE. 11. WALLS 5HA4L BE ALIGNED AND STRAIGHTENED PRIOR TO PLACEMENT RIOR TO PLACEMENT OF I tY e'-D' e'-D' UNREINFORCED CONCRETE ALIGNING THE FORMWORK AF1ER CONCRETE PLACEMENT I PSF / / / / IIIIII / ~ JOIST ANCHORAGE DETAILS NTS NOT PERMISSIBLE. ~ NOPoZONTAL AENiFORCIHp BARS MAY BE ADDED AS REQUIRED 10 SUPPORT - CRETE PLACEMENT IS I ~ YERIICAL RONFORCINC BARS h ~ / ~ / / / Fl T ~ ~"5 REBAR TO EXTEND 12. WALLS FROM 40 FEET TO 60 FEET IN LENGTH WILL REQUIRE THREE IIIII) 1.5" REBAR SPACER ~ Q RST REBAR o BE a MAI4 4 ABOVE WALL FOR OF 5 REBAR PLACED HORIZONTALLY, AND A DEADMAN, THE DEADM ILL REQUIRE THREE ROWS < f " OM INSIDE CORNER) GROUND WiRE BY EIJ:CTRICIAN = 1 1 2 CLEAR / / / / / MA>~BE PLACED RANDOMLY IN THE WALT AS SUCH THAT TH DI TA ADMAN. THE DEADMAN ~H THAT THE DISTANCE ' ~ / BETWEEN THE DEADMAN AND TW TfT E S E END OF E WALL DOES NOT EXC w I` (SEE CHART fOR REINFORCING, IF REQUIRED) / / / / / 40 FEET, WAl1S GREATER THAN BO FEET IN LENGTH WILL NEED TO FALL DOES NOT EXCEED 3TH WILL NEED TO HAVE THE I ~ ~ h " ~ REBAR PLACEMENT DETAIL NTS ~ 5 REBAR TIED TO 3 ROWS OF REBAR AND THE DEADMEN PLACED IN SITE-SPEgFlC PLACE 1 1/2 CLEAR FROM TO MEET TH~LOADS OF THE STRUCTURE. :D IN SITE-SPECIFIC LOCATIONS / / / / / ~ 5 CORNER BAR INSIDE OF BASEMENT ~ INSIDE FACE OF WALL. I I Ip8 REBAR VERT. 13. BRACING OF POURED WALLS IS NOT RE UIRED, I W NO DOWElS INTO / / / / / ~ 20' LENGTH ~ 5 REBAR PLACED iN F0011NG Q FOOTING REQUIRED, IN VICINITY OF EIJ:CTRIC PANEL ~5 REBAR HORIZ t4, BACKFILL WITH aEAN NATURAL SOILS I / / / / / IIIII ACKFR. B L I PR VID BOND BR AK R REBAR CHAIR 2'-D" O.C. O E E E / / / / / - ~ 15. fOUNDATIONS SHOWN ON THIS DRAWING ARE DESIGNED FOR THE 31GNED FOR THE I BETWEEN WALL do FLOOR SLAB I I BOTTOM OF FOOTING CONDITIONS SPECIFICALLY STALED ON THE DRAWING. IT IS THE NG. IT IS ) DETERMINEE THAT THE SOIL U I / / / / _ _ IS ADEQUATE TO UPPORTNTHE HOUSE ON THE FOUNDATION SHOWN. 8 MIL POLYETHYLENE ~ - - 1 GENERAL CONTRACTOR IS RESPONSIBLE FOR DETERMINING THAT THE I VAPOR BARRIER. TAPE / / / / / IIII / AND DIFFERENTIAL SETTLEME'N15 OF THE FOUNDATIONS ARE WITHIN ' 'OUNDATION SHOWN. THE Z 3 I "RIAINING THAT THE TOTAL JOINTS OR OVERLAP B" _ ~ TOLERABLE OMITS OF THE STRUCTURE THE GENERAL CONTRACTOR i TIONS ARE WITHIN THE Z O 'RAL CONTRACTOR IS Lr) I / / / / / - TYPICAL INSIDE [a~COURAGED TO OBTAIN THE SERVICES OF A SOILS ENGINEERING Flf ~ " IIIII GROUNDING ROD DETAIL AS PER 2005 NEC ARTICLE 250.50 NTS DETERMINE THE suITABIUTY OF THE FOUNDATION SHOWN ON 1HIS Df TLS ENGINEERING FIRM TO Q 1= SHOWN ON THIS DRAWING z Ix Lq) 0 ( ~ 4 (MIN,) fREE DRAINING / / / / / CORNER REINFORCING NTS TO SAFELY SUPPORT THE STRUCTURE WITH NO DETRIMENTAL EFFECT ~ MATERIAL, PLACE ON (IF REQUIRED BY GOVERNING MUNICPPAUTY) IF WALLS INTERSECT AT AN ANGLE OTHER THAN 90' THE BUILDING. CONTACT A REGISTERED PROFESSIONAL ENGINEER FOF ETRIMENTAL EFFECTS TO Z I )NAL ENGINEER FOR e-- I O ~ NATURAL UNDISTURBED / / / / IIIII CONDInoNS OTHER THAN THOSE SPECIFICALLY SHOWN ON 1HIS ~ FREE DRAINING MATERIAL BEND CORNER REINFORCING AT WALL ANGLE DRAWING. ND WARRANTIES OR GUARANTEES, EXPRESSED OR IMPLIED, ESSED OR IMPLIED, V ~ _ O 2 ~ SOIL ~ DO NOT HEAT REINFORCING STEEL FOR BENDING ARE PRESENTED BY THIS DRAWING. ~ / / / / / VNTfi FILTER FABRIC COVER ~ } . ~ I IIII AS PER R405.1 ~ J ; ~ WATERPROOFlNb OR 16. 1HIS DRAWING HAS BEEN PREPARED iN ACCORDAN WITH DAMPPRODFING AS CE 1NE ONCE WITH THE X N O 00 V ' 3 ~ PER LOCAL CODE 3 INF~IMATioN CONTAINED IN THE 2D06 OHIO RESIDENTIAL CODE < 'y 0(2( RAWL ~ IIIII, WATERPROOFING OR FOR ONE, TWO, AND 1HREE FAMILY DWELLINGS. )EN11AL CODE WQ V 2E V IIII I ///r/ ~ r//// DAMPPROOFING AS ( • ~ WAU. r,r , POURED CRAWL. 1 Ii a ~ r ~ ~ PER LOCAL CODE 7, IS THE RESPONSIBIUIY OF THE GENERAL CONTRACTOR TO ENSURE fRACMR TO INSURE THAT U) _..l C 3 ,r,rr RADON LEVELS IN THE COMPLETED HOUSE DO NOT EXCEED THE LEVI CLEAN NATURAL WALL ~ ESTAENJSHED BY THE UNITED STATES ENVIRONMENTAL PROTECTION A ~T EXCEED THE LEVELS W 4TAL PROTECTION AGENCY. m v W IIIII SOILS BACKFlLL S i / / ~ / ' ~ IIIIII I i I- < Y1 r//~ 18. GRADE sEt of HOUSE SHALL BE SE1 SUCH THAT PoSInvE DRAIAG V T POSITIVE DRAINAGE EXISTS 4? ~ p 1 + aD 12" MINIM M WI TH P R e' UN CLEAN NATURAL F U D E " ~ " 8 r,„, SOILS BACKFlLL ~ A1l WALLS AND MEETS THE REQUIREMENTS OF THE MUNIgPALIT SEC110N R405.1 BASEMENT 2 WASHED GRAVEL //rr/ OF THE MUNICIPALITY W 2 I IIIII FOOTING OOTM BASEMENT ~ 19, LOCAL CODE REQUIREMENTS SHALL DEFINE THE USE OF DAMPROOF@ " ~ " I ~ AND 8 MIL VISQIIEEN WATERPROOFlNC ON POURED CONCRETE WALLS USED IN CRAWL. SPAT !SE OF DAMPROOFING OR Z a I y I l : ~ I III 11iII~ ~ Ili I B x8 x8 BLOCK NQTE: CRA~EL DRNN AT PERIMETER i aF CRAML IN VtEAS aF NIGH WATER ~ II I DOTING iiii GARAGES, OR WHERE WALL IS FlLLED oN BOTH SIDES. N (OR LARGER) 5ED IN CRAWL. SPACES, V) I IDES. rAe:~ aNIY 20, NO WATER FROM ANY SOURCE CAN BE PUt IN THE SANITARY SEWE 'HE SANITARY SEWER SYSTEM I i SUMP WITH PUMP WALL " 70 FOOTING m DURING CONSTRUCTION. 4" WIDTH 4' 3 DIA. FLEXIBLE OR FREE DRAINING MATEPIAL I 21, FAILURE TO COMPLY WI1H ANY DESl~I SPECIFICATION OR TYPICAL D 11ON OR TYPICAL DRAWING I J" DIA, PLASTIC DRAIN 11LE. PLACE WITH RIGID DRAIN PIPE OVER MINIMUM TO TOP OF CRAWL F001TN0 FREE DRAINING MATERIAL JEOPARD12ES THE STRUCTURAL INTEGRITY AND VOIDS ANY WARRANT HOLES ON BOTTOM. CONNECT t0 SELF 2 OF WASHED GRAVEL 10 TOP OF CRAWL. FOOTING 22, FOUNDATION WALLS SHALL EXTEND ABOVE FINISH GRADE )IDS ANY WARRANTY. I CONTAINED SUMP WITH PUMP OR GRAVITY • F Ti G WIDTH RE IREMENtS AS F WS: PER SECTION 404.1.8 OF THE 2008 OHIO RESIDENTIAL CODE, 00 N QU OLLO 1 GRADE ITIAL CODE. m I GRAIN. LIGHT-FRAME CONSTRUCITON : 16" WIDTH MIN. I 23. NAILING INTO CONCRETE WALL N01 PERMITTED UNDER ANY CIRCUM5 NDER ANY CIRCUMSTANCES. I I ONE STORY BRICK VENEER : 18" WIDTH MIN. NOTE: HIL11 FASTNERS OR TAP CON FASTT:NERS MAY BE USED FOR WIDEN FOOTING BY WIDTH aF EILOCK ( 1W0 STORY (BRICK VENEER; 21" WIO1H MPH, WELLS AND GAS BRACKETS.) MAY BE USED FOR WINDOW LINTEL BEARING DETAIL 4 OVER TWO STORIES: SPECIFICALLY DESIGNED 2 . WHERE WINDOWS ARE PROVIDED AS A MEANS OF EGRESS OR RESCU EGRESS OR RESCUE, THEY I FOR BLOCK CRAWL OR GARAGE NTS TYPI~A~ CRAWL SPACE SECTION NTS SHALL HAVE A SILL HEIGHT of NOT MORE THAN 44 INCHES ABOVE I TYPICAL BASEMENT WALL SECT( N NT5 29. FOOTINGS ARE NOT DESIGNED fOR AREAS WITH XP N ~Sbll A! 44 INCHES ABOVE THE FLOOR. SECTION 1805.8 OF THE OHIO BUILDING CODE AND SE ~f~ R q1. I 4~p~ ~ XPANSIVp,S61LS AS DEFINED 13Y SEPTA INt~R, Q 1.5, OF THE I 2006 OHIO RESIDENTIAL CODE, i~ ~ 'J L, ,~~a~ ....n. CANIILEVI:RED 28. DRAWING NOT FOR SEISMIC DESIGN CATEGORIES D~ {J,61, ~ ' W STRUCTURE ti~ WILL{RfJt WILLIAM I .WIDTH CRAWL, GARAGE, OR N I r ~ j PORCH WALL WI DOW WELL SEE TYP CAL ANCHOR , Pi~IIvC +Q (HEIGHT VARIES) 8aT DETAIL LEDGE DEPTH I - pl~ItvC , " I .1 ' 2-~5 REBAR PLACED GRAIDE WITH ~ " I SIDE BY SIDE ii M i AT ANGE IN ~ I ~ I 2"-WASHED S ' .4~ ti I FOONG ELEVATION 3 i~~~ ~ iiii: GRAVEL f` S' -6,1~~ ,,~P$T'G~;, CLEAN NATURAL yr ,~i~~ n 1V ~ J J T~~ SOILS BACKFlLL O CLEAN NATURAL ~3~ ~ ~ ~P~,. J~N~~ I 12" MIN. ~ P riri. SOILS BACKFlLL ~ "=6'Ap;,,, cl CONCRETE < 3' PERFORATED o . REBAR AT ANCHOR , ~ "r„~ ~5 BAR, 6' LONG FOOTING ~ PIPE FILLED WITH z ~ 3 PERFORATED BOLT LOCATIONS. LENGTH t ; r I RANDOMLY PLACED BASEMENT ~ I VAR( w 1H a o~ 0 WALL ~ FREE DRAINING o PIPE FLLEO WITH ES /LEDGE DEP q/~ M FREE DRAINING (8'dc1D' WALLS) `Ti I ATERIAL iiri FREE DRAINING ~ ~ MATERIAL o^ WILLIAM J. IZZINO, ECI (ERE P, . E^55478 MATERIAL TO TOP ~ OF FOOTING 0 CRAWL a a i~~i ~°D3 OVETAIL SLOi THIS DRA N FOR THE EXCLU EXCLUSIVE/ USE SH0UHM I REQUIRED ON LEDGES 24' DEEP OF SHEP ERD EXCAVATING, IN ?ATING, INC. M`C~ 'G I 4' AND GREATER UNAUTHORIZED USE OF IRIS DRAWING CONSTITUTES COPYRIGHT INFRI ES COPYRIGHT INFRINGEMENT DATE PROJ. NO. I AND THEFT OF PROPRIETARY PROPERTY AND NEGATES ANY WARRAN' I _ WOULD OTHERWISE BE GIVEN BY SHEPHERD EXCAVATING. USE NOT Ai AT'ES ANY WARRANTY THAT VATING. USE NOT AUTHORIZED 8-21-2008 REINFORCING AT FOOTING _ BY SHEPHERD EXCAVATING WILL BE ENJOINED AND MONETARY DAMAI ~ r~ RECOVERED. THE HOLDER OF THIS DRAWING AGREES TO ABIDE BY 1F ) MONETARY DAMAGES DRAWING NO. ES TO ABIDE BY THE TERMS I ALTERNATE BRICK OF ANY CONFIDEN11AUtt AGREEMENT ANA AGREES NOT TO REPRODU EXTRA REINFORCING AT WINDOW OPENINGS NTS STEP-UP NT5 SNOT TO REPRODUCE 0 6-O R C ,ON. FIRM OR CORPORATION I CANTILEVER DRAIN DETAIL Nrs WINDOW WELL DRAIN DETAIL Nrs LEDGE DETAIL NTS DISCLOSE IT OR ANY OF ITS 1T:RMS TO ANV PERSON, FIRM OR CORP I PLACE REINFORCING 1-i/2' CLEAR FROM INSIDE FACE OF WALL - WITHOUT THE PRIOR WRITTEN AUTHORIZATION OF AN OFFICER OF SHE AN OFFICER OF SHEPHERD EXCAVATING, EXCEPT AS MAY BE REQUIRED BY APPLICABLE LAW, I PPLICABLE LAW. L_______.__..__~_..._____.~._._.._------------------------------__---___-____-______.__..___~_~._.__._..______ I CD N O t-- FIREPLACE GENERAL NOTE5 GENERAL NOTES CHIMNEY SHALL EXTEND A MINIMUM OF 2 FEET HIGHER THAN ANY PORTK)N OF THE HANDRAIL TO BE A MIN, Of 34' TO 38" HANDRAI BUILDING WITHIN 10 FEET BUT SHALL NOT BE LESS THAN 3 FEET ABOVE THE POINT WHERE VERTICALLY FROM NOSING OF TREAD. L TO BE PROVIDED Al LEAS1 ONE SIDE Z THE CHIMNEY PASSES THROUGH THE ROOF. WAND GRIP NOT TO EXCEED 2.518' IN CROSS OF STAIRS WITH 3 OR MORE RISERS. HAZARDOUS GLAZING • GLAZING SHALL BE INSTALLED TO 1LLED TO SECTION DIMENSK)N OR AN APPROPRIATE SHAPE STAIR HANDRAILS TO THE BASEMENT ANY GLASS WITHIN 18' OF FLOOR ANb WITHIN 3' OF HEARTH EXTENSION SHALL EXTEND A MINIMUM OF 16' IN FRONT OF ANO A MINIMUM WHICH SHALL PROVIDE AN EQUNALENT WILL BE INSTALLED ~ 34"ABOVE THE STAIR ANY TUB OR SHOWER ANO WITHIN 2' OF ANY DOOR )F OF 8' BEYOND EACH SIDE OF THE FIREPLACE OPENING LESS THAN 6' SQUARED GRIPPING SURFACE. MEASURED VERTICALLY FROM THE STAIR R AND 20' AND 1Y RESPECTNELY FOR 8' SQUARED OR LARGER. TREAD WITH SPINDLES LOCATED ATA INSULAITON AND FACING EXPOSED IN AfiC DWELLING UNITS MAX, OF 4" O1C, HAND GRIP PARTITION SHALL OR CRAWL SPACES SHAH HAVE A FLAME SPREAD RATING LLING UNITS o D RATING FACTORY BUILT FIREPLACE SHALL BE INSTALLED IN ACCORDANCE WITH THE NOT BE MORE THE 24518" IN CROSS SECTION NOT TO EXCEED 25 AND SMOKE DEVELOPED FACTOR i0R r MANUFACTURES SPECIFICATIONS AND THE LATEST EDITION OAF THE NAP CODE. SMOKE DETECTORS SHALL BE INSTALLED IN ALL SLEEPING DIM. OR AN APPROPRIATE SHAPE WHICH SHALL NOT TO EXCEED 450 ROOM,AREAJUSTOUTSIOE,ADJACENTANOWITHIN PORCHES BALCONIE90RRAIS Ww ) FACTORY BUILD OR MASONRY FIREPLACE SHALL BE PROVIDED WITH AND EXTERIOR AIR 15 FEET OF EACH SLEEPINOAREA. IN CATHEDRAL CEILINGS ~ EO FLOORS CONCRETE SLABS {N BASEMENT SHALL BE 250DPSIAND 5I AND S Z SUPPLY TO ASSURE PROPER FUEL COMBUSTION. DETECTOR TO BE WITHIN 3 FEET OF THE HIGHEST POINT LOCATED MORE THAN 30"ABOVE THE FLOOR GARAGE SHALL BE 3500 PSI, AND BOTH SHALL BE OF THE SLOPED CEILING, ALL DETECTORS TO BE HARD OR GRADE SHAH HAVE GUARDRAILS NOT AIR•ENTRAINEO CONCRETE WITH VAPOR BARRIER. ALL G ~ t. ALL 013 WIRED WITH BATTERY BACK UP. LESS THAN 38"HIGH. OPEN STAIRS WITH A INTERIOR CONCRETE SLABS ON GRADE SHALL HAVE RISE OF MORE THAN 3D" SHALL HAVE GUARD A VAPOR BARRIER OVER BASE COURSE. EVE m INSULATION AND FACING EXPOSED {N ATTIC, DWELLING UNIT RAILS NOT LESS THAN 34"HIGH. DISTANCE OR CRAWL AREA SHAH HAVE A FLAME SPREAD RATING BETWEEN BALlU3TERS NOT TO BE LESS THAN 4". 2 X BLOCKING EQUAL TO THE JOIST TO BE INSTALLED J2: 2 JACK STUDS GLUED AND NAILED NOT TO EXCEED PROVIDE AN EQUIVALENT GRIPPING SURFACE. Q 24" 01C BETWEEN THE BAND AND I IED Ls 25 AND SMOKE DEVELOPED fACTOR NOT F RST JOIST WHICH IS J3. 3 JACK STUDS GLUED AND NAILED TO EXCEED 4 THE HAND GRIP PORTION Of HANDRAIL SHAH PARALLEL TO THE FOUNDATION WA VHICH IS (00 'a SHALL BE t3 J4 4 JACK STUDS GLUED ANO NAILED HAVE A SMOOTH SURFACE WI NO SHARP EDGES ADE U LL BLOCKING SHALL BE Q ATELY FASTENED TO THE FLOOR SHEATHING. NG. IN ALL FRAMED WALLS AND FLOORS AND CEILINGS NOT VENTILATED THE STAIR TREADS Wlll BE AT LEAST 10" EEP TO ALLOW FOR MOISTURE i0 ESCAPE, AN APPROVED VAPOR " D JOIST UNDER PARALLEL BEARING PARTITION SHALL BE U Lt BE .j RETARDER HAVING A MAXIMUM PERM RATING OF 1.0 AND SHALL AND THE RISE WILL NOT EXCEED 74314 PER DOUBLED OR A BEAM OF ADEQUATE SIZE TO SUPPORT THE PER RGO 6D 10 VE INSTALLED ON THE WARM•IN•WIN I STEP, A MIN. HEAD ROOM Of 8'•8" WILL BE LOAD SHALL BE PROVIDED. z PORT THE TER S OE OF THE THERMAL INSULATION. MAINTAINED. PORCHES, BALCONIES OR RAISED SEISMIC DESIGN CATEGORY B FLOORS LOCATED MORE THAN 30"ABOVETHE IF WHIRLP00 18 CLEARANCE SHAH BE MAINTAINED BELOW FLOOR JOISTS OVER L TUBS ARE TO BE INSTALLED AN ACCESS MUST BE CESS MUST BE D EXPOSED EARTH IN CRAWL AREA. VAPOR BARRIER MUST BE APPLIED FLOOR OR GRADE SHALL HAVE GUARDRAILS PROVIDED TO THE UNDER SIDE OF THE TUB PLATFORM BASIC WINO SPEED 100 MPH OR LESS NOT l.ES3 THAN 38"HIGH. OPEN STAIRS WITH OR A REMOV CONTINUOUS STRUCTURAL PANELED SHEATHING OF THE SOIL. AL FRONT PANEL MUST BE INSTALLED FOR =ORM D FOR RISE OF MORE THAN 30"SHALL HAVE GUARDRAILS SERVICING MAINTENANCE ANO OR REMOVAL OF THE MOTOR PER RCO 602.10.5, ALL BREATHABLE WALL NOT LESS THAN 34" HIGN. AND PUM HE MOTOR FIRE STOPPLING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED P' EXTERIOR ALL AREAS TO BE COVERED WITH PLYWOOD OR OSB. DRAFTS (VERTICAL ANO HORIZONTAL) AND TO FORM AN EFFECTNE FOOTERS Wlll BE 8" X 18" AN FIRE BARRIER BETWEEN STORIES AND BETWEEN STORIES AND THE ROOF. WAL 3 D FOUNDATION L WILL BE B' POURED WALLS WITH 04 ADDITIONAL WALL BRACING HAS BEEN PROVIDED HORZ, REBAR ~ 48" 01C TO INCREASE THE SPACING OF BRACED WALL COMBUSTION AIR IS REQUIRED AT 50 CUBIC FEET PER 1000 BTU1H. AND VERTICAL REBAR #8 24" OIC LINES FROM 35-0' TO A MAXIMUM O.F IF ROOM DOES NOT PROVIDE ENOUGH FRESH AIR THAN BUILDER ~ TO INSTALL FRESH AIR FROM OUTSIDE SOURCE. WITHIN A FOOT OF TOP OF FOUNDATKN WITH 50'0" PER RCO R602.10.1.1, EXCEPTIONS 18 2 THE REBAR BEING A MIN, OF 5"FROM THE a ALL METAL FASTENERS, CONNECTORS OR OTHER HARDWARE IN SOIL SIDE OF THE FOUNDATION. PIER PADS J DIRECT CONTACT WITH ANY PRESERVATNE TREATED LUMBER SHALL $E WILL BE SIZED PER LAN WITH OS REBAR EACH WAY, FOUNDATKN WALL WILL HAVE WATER vEt~TILATIaN SHFe,R WALL LEGEND (LENGTHI s R s J(' `Op1 STAINLESS STEEL TYPE 304 OR TYPE 318 OR HAVE GALVANIZED COATING PROOFING AS A MIN WI INSULATKN BO cs a THAT COMPLIES WITH THE ASTMA123 CLASS D STANDARDS FOR ARD. 0 FASTENERS AND HARDWARE. THE CONNECTORS ANO FASTENERS MUST FOUNDATION WILL BE BACKFILLED WITH ALL HABITABLE ROOMS SHALL BE PROVIDED WITH 48SP3 = 48' STRUCTNRAL PANEL • METHOD 3 WASHED #57 STONE FOR A MIN. OF 38" BE THE SAME MATERIAL FOR COMPATIBILITY, AGGREGATE GLAZING AT NO LESS THAN H N Q 32MNP s 32" NARROW WALL PANEL • THE GARAGE TO HOUSE DOOR WILL BE A 8 PERCENT OF FLOOR AREA AND FOR SUCH ROOMS, i3, = Z O SEE DETAIL SHEET UNDERSTAIR PROTECTION. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS STEEL DOOR t0 MAINTAIN THE REQUIRED ONE HALF OF THE tOTAI GLAZE AREA SHALL BE SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED 20 MIN. FIRE SEPARATK)N. WALLAND OPERABLE } Q 48GBS = 48' GYPSUM BOARD • METHOD 5 ON THE ENCLOSED SIDE WITH 112' GYPSUM BOARD TYPE "X'. DEIUNG COMMON TO THE HOUSE SHALL a w BE TYPE "X" OR 516" FIRE RATED DRYWALL GWPF =GARAGE WALL • PORTAL FRAME U = SEE DETAIL SHEET SMOKE DETECTORS WILL BE INSTALLED ON L~~ ,.~p ~E EACHFLOORLEVEL THEREWILLALSOBE " ~I C SMOKEALARMS IN EACH OF THE BEDROOMS, ~LECTRI QL HARD WIRED WITH BATTERY BACKUP U J J PANEL 1HIGKNES9 6 ATTAGHAIENT REQUIRE6IENT PER RGO 60210 3 ALL HALLW N AYS SNAIL BE FINISHED AT ALL OUTLETS OUTSIDE AND WITHIN CONTACT OF WET METHOD 3 • WOOD STRUCTURAL PANEL SHEATHING (APR RATED WITH A LEAST 3'-0"WIDE AREAS WITHIN THE HOUSE SHAH BE GFl PROTECTED. NET w z THICKNESS NOT LESS THAN 5116" FOR 18' O1C STVO SPACING. ATTACH CED. z J STRUCTURAL PANEL TO STUDS WITH Bd COMMONS AT 6' OJC AT EDGES BASEMENT FLOOR WILL BE 4.8 BAG CONCRETE ALL OUTLETS WITHIN CONTACT OF WET AREAS SHALL AN012' 01C AT INTERMEDIATE SUPPORTS. WITH AIR OVER A WATERPROOF MEMBRANE BE AT A MIN. OF 4'-0' OIC AND WITHIN Y OF THE EDGE ALL co J AND A MIN. OF 4"GRAVEL FILL OF THE COUNTERTOP, AGE J Q METHODS • GYPSUM BOARD WITH MINIMUM 1 J2' THICKNESS PlACEO ON STUDS SPACED AT MAXIMUM OF 24` O!C ANO FASTENED AT 1' O1C WITH 5d GARAGE FLOOR WILL BE B BAG CONCRETE WITH COOLER NAIL, 0,088 OIAMETER,1d,518' LONG PER TABLE R702,3.5. DESIGN LOADS 6%AIR OVER 4"GRAVEL FILL O N ALL HABITABLE ROOMS SHALL BE PROVIDED WITH ALL BEARING HEADERS WILL BE 2.2X10 WITH 7118" OSB AGGREGATE GLAZING AT NO LESS THAN FLOOR LOAD• ALL LUMBER TO 8E SOUTHERN PINE•FIR OR EQUAL SPACER U.N,O, THE GARAGE DOOR HEADER WILL BE 8 PERCENT OF FLOOR AREA AND FOR SUCH ROOMS, SLC W WINDOW EGRESS SIZED PERPIANS ONE HALF OFTHETOTALGLAZEAREA SHALL BE SOIL BEARING ~ 1500 l93 OPERABLE. O 0 0 J a LOADING; lam; p~0; ALL WALLS WILL BE 2X4 Q 18" O1C AND EXTERIOR SILL HEIGHT SHAH BE NOT MORE'rI1AN 44 INCHES WALLS wiu BE sHEATHED WITH 7118" OSB SUBSIDING w ABOVE THE FLOOR, FIRST FLOORs 40 PSF FOR WIND BRACING. ROOF Wlll BE TRUSSES COMPLETELY a SECOND FL00 a 1S PSF WITH 7H8" OSB SHEATHING AND PLY" " R 40 PSf 13 PSF H CLIPS, AT (EAST ONE EGRESS WINDOW WITH ATTIC WITH 9TORAGE~ 20 PSF 0 PSF ~ J W A MIN. OPEN AREA OF 5.7 SQ. FT. WILL BE Roof W1 cEILiNG LoaDS= 25 PSf 20 PSF 0 O INSTALLED IN ANY ROOM CONSIDERED ROOF WIO CLG LOADS= 20 PSF 20 PSF ROOF SNOW • 20 PSF 10 PSF a g SLEEPING QUARTERS NOTCONTAINING AN EXTERIOR DOOR. DECKING = 50 PSF (ADD 50 PSF IN AREA WI HOT TUB) SQUARE F . DOTAGE WIND DES1GNe 90 MPH (CATEGORY • C)12.5 PSF ZONE "1" SEISMIC CONDITKINS f IRST FLOOR • 1,964 MIN. NET CLEAR OPENING NEIGH DIMENSION SHALL " SECOND FLOOR • 928 ' BE 24 INCHES ANO MIN. WIDTH SHALL BE 20 INCHES. FROST DEPTH ~ MINIMUM 38 FOUNDATION • 1,915 SUBJECT TO TERMITE DAMAGEAND DECAY GARAGE • 708 WINTER DESIGN TEMP. FOR HEATING FACILITIES • 3 DEGREES F. cc X53 "~~'EI~ING RQ4^JIS_EXIT REQUIREMENTS 7'S"MINIMUM CLEAR CEILIN PROtECTION AGAINST RADON G HEIGHT Concrete lintels sha11 B N M OXIDE R ~ N~NIMUM ONE WINDOW-5.7 NET R I ~ Wt300 PER DUBLIN ORDINAN E CAH 0 ON EC D ry " EOU RED, WITH 8 8 UNDER L~EAM~, ~ ,end SQ. FT. CLEAR 24 HIGH 20 WIDE Beat 8 min. ea PER DUBLIN ORDINANCE DUCTS GIRDERS S uu 4 GRADE FLOOR MINIMUM 5.0 NET S . FT ~ OFFITS, ETC,, PER 4 . DUBLIN ORDINANCE. ID 10 2 WORKJNG DAYS tEINFORCING ' E ~ pE SMOKE DETECTORS R Q D R ~IrH SECTION s. BEFORE YOU DIG N ALL EL ALL WOOD WITWiIN 8 OF GRAD SECTION 8313 EcrRICAL wOR MASK STRAPS E K WILL BE ALL HV AC WORK SHALL BE INSTALLED 2005 NEC. CALL TOLL FRE BATTERY BACKUP REQ D INSTALLED oT E 800-362-2764 Ire ~ccaR N PERMITTED TO BE PRESSURE TREATED DANCE WI IN A TH GCORDANGE WITH THE 2004 RGO OHIO UTILITIES PROTECTION SERVICE 2004 RESIDENTIAL CODE OF OW10 THE NATIONAL ELECTRICAL GODS, CC) N 0 CL. JTS. 1X8 FASCIA z RAISED tX8 TRIM RAISED KEYSTONE Q FILL BEHIND KEY NOTE: ALL OVERHANGS 8' HIGH WOOD HEAD AND RAKES ~ PIECE WI 10' HIGH BY TO BE t2' 1.112' THICK KEYSTONE ROO1 ROOF SHINGLES. W U 25 YE 1x WATER TABLE WITH 25 YEAR. 240 POUNDS LBISQ. Z WITH SM80 EXPOSED 5 co 5 deg. SLOPE AWAY REVS REVEAL PER OVERLAPPING FROM HOUSE SHiN RIDGE VENT SHINGLE INSTALLED w T1 = FIR OUT THE RAISED 1x6 BOTTOM OF THE BAY 1.112' JOLT tx6 PICTURE FRAME wt O RECESSED PANEL 3 MOULDING RIDGE VENT 12 VENT Zia - _1z 12 - p ANGL -BAY DETAIL 1 J 2 wooD wATER cuRED TABLE WITH SLOPE GLEASS - wOOO TRIM RIDGE VENT TOP 2ND FL WALL - _ 1x8 FASCIA TYPICAL CRICKET CRICKET ixS FREIZE TYPICAL J co 1x8 F 1x8 FAS O 0 STUCCO = Q 1x6 FREIZE {2 5 7x6 FREiZE ~ 1830 OBSCURED Z ~ '4 GLEASS z ~ 12 a Q o uj 1 7X8 WOOD SILL 12 < E-- 5'N000 TOP 2ND R 18•x• 5T0000 STUCCO 2 J Q TOP 1ST FLR WAII- _ - _ 1x10 BAND w j " 1x8 FASCIA 1 z WINDOW HDR HGT. 1x6 FREIZE - 1x6 DOOR WRAP 1x8 DOORWRAP BATHROOM = W WALL HEIGHT ..t WINDOW HO HGT. GE ONLY 0 2 m > D Lo STUCCO N o~ ~ ~ ~ .o a W F- O O TOP 1ST R w Ir SOP FO N TION O IL 8'WIDExB'HIGH I i6'WIDExB'HKiH i .Cr UULTURRED STONE I BABIED PANEL I BABIED PANEL I I I YPICAL ( INSUIJITED STEEL I I INSULATED STEEL ( I I ~ GARAGE DOOR GARAGE DOOR i i - - - - - - - - L - - J - - - - - - - - - L - - - - - - - - - - - - - - - - i i Q 3 - - ~ - r - - - - - - - - ' - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - oi G a I I 9' POURED FOUNDATIO WALLS I a I I i ul) I I I 5 cn co i i ? J I I I L - - - - - - - - - - - ..l - - - - - - - - - - - - - - - - 1 - - - - - . w w co CO 7OPOFFOOTER ~ L------------------~ - - - - - - - - - - co N O KEY CAP IN W1'FH C}iiM CE ,ARRESTOR N 4RDINP?N TALL SPARK OE pUBU 1NS WiTH C6T`~ ~iDAN 1Q0~• RIDGE VENT Z Q RIDGE VENT 0 a~ 12 W~ 2z 2 x8 FASCIA o wm 1x6 FREIZE TOP 2ND FLR WALL RIDGE VENT U ` WINDOW HDR HGT. Z J_ D m ~ 1x6 TRIM ix6TRIM 12 I L- -A 2 ~ ~ ~ 3060 3060 2 CONVENTIONAL ROOF FRAMING 8 ` CONVENTIONAL ROOF FRAMING )NAL ItNG (f) 7OP 2ND F OOR STUCCO 0 TOP iS WAIt_ _ t$ I-NAAA IX o Q t I-KhlLt ° N Z WINDOW HDR HGT. BATHROOM O Q W13~fl . 3060 ix6 TRIM tx6 TRIM 3060 3060 ix6 TRIM 1x6 TRIM 3060 1 TRIM 3060 3060 a W ~ STUCCO S 0 STUCCO 068 D o~ ~ ~ ~ to U ~ 2636 2640 N Z w Lli TOPISTF OOR 4 J = J TOP FOUNDATION cn Q J W >_J 7 LO O N cc O a $EAR ELEVATION w oc SCALE: 114' =1'-0' (n J z w ¢.i O a JMU)aO j J 1~ tJ(~co W v v N CO CO CC) 0 D Z RIDGE VENT Q RIDGE VENT 2 0 ~V c,! ~ i..i..f U MZ Z ® w m O RIDGE VEA RIDGE VENT -A L- i TOP 2ND FlR WALL - _ ? O t/) WINDOW HDR HGT. 2038 STUCCO 1x8 TRIM 1x6 TRI 2 - o 8 ~ m (2}3056 S RIDGE VENT .J Q Z Z TOP 2ND FL R - - _ Q TOP 1ST FLR WALL LU STUCCO C) ~ ~ Q i ~ STUCCO STUCCO 3: Q: d W LATTICE THIS SIDE OF PORCH ONLY - - U J ~ ~ ~ 1x6 TRIM (21~ 1x8 TRIM Q m J Lc) J CV (2060 70P 15T FL OR Lu zu TOP FOUNDATION _ - - ^ = O ~ J J ?J 9 u- 0 o~c w a LEFT ELEVATION cr- SCALE: i14' = 7'-0' CL w a ~ J Z w J O CL J C!) co j r J Of ~MJO~ w<~co LN m i 0)co~~ CD 0 0 N 0 Q Z Q STONE TO CHIMNEY ~r RtOGE VENT 0 RIDGE VENT W IL 2v IV. O~ i ~ U) U Jc RIDGE VENT Jz TOP 2N0 FLR WALL c m Ct3 J 1x6 FASCU O 1x8 FASCIA CL 7x6 FREIZE 7x6 FREIZE TUCCO ~ (2?3056 Z ~ ~ 1x6 TRIM 1x6 TRIM i2 Q ~8 W I 2040 o N Q TOP 2ND Fl OR - - • - E-CONVENTtONAI TOP 1ST FLR WALL FRAMED ROOF Z } a W O _J WINDOW HDR HGT. U J WINDOW HOR GT, GARA E ONLY in Q Q m X060 WIN~OIN TO ~ GARAGE RETU N WAL LO CN SEE FLOOR PLAN STUCCO 3060 4036 w w o+ ~4 FOR LOCATION STUCCO ~ STUCCO ~ x6 TRIM 2 1-- = O J CO) J ?_J TOP 15T FL R 7 LL O TOP FOUNDATION w CL O a w z w o a C.~f8I19~! SCALE: 114•=1~-0• ...IChtnap w (D co > 2 °D W .a. 2 co CD to 1 , , v0 ra . s0 ra 1 ~ 1 0 • 1 1 + p 1 ~ 1 1 • 1 13W TYPICAL PORCH FLOOR : ~ G ~ ~ ~ io O CI f1¦ 1 MINA" CONCRETE SLAB clw e ~ e A FIBRE MESS R€iNFORCEMENT ; UNEXCAVATED 1 co 6 miIPOLY VAPOR BARRIER ~ ~ - OVER GRANULAR FILL 1 ' SLOPING FROM BACK TO FRONT ' o e • d • ° ° • • , d o • e • ° e • • e ' • ° a 0 1 o GROUN ROD c 04 TYPICAL FITTINGS ; e• ° d • o e ° e • o e , , p e • .o ' O -ELE(,rT*UEAL.-------------o Q 112" STOP ' 1 1 + UNION PANEL 1 1 + DIRTLEG ~ ~ ' • ~ 9' PUORED WALLS ~ ELEc ---E-e--F- 1 ELECTRIAL PANEL TO BE oa + ' cLE~ CLEARLY MARKED UPON ' 1 1 COM FLOOR e ~ ALL LINES TO BE i!2' STEEL FIREPLACE ~ ~ , N COMPLETION OF HOUSE 1 • 1 FOR RUNS OVER SEVEN FEET VALVE ABOVE o f 1 1 r - - - _ ~ _ - + - ' ^ _ , , 1 1 1 ~ 1 - w ' > a R' r 1 1 + DIRTLEG 1 O 1 L' co / N = 1!2'GASmECSST ' 1 ' • ' 1 uN10N WITH 2 PouNOS of ~ , . , . , #X 1 `V f 1 13-0 15-8 , 13'-4' ~ Go o / © 112` STOP PRESSURE ~ 1 Z 1 . 1 FLOOR DRAIN ~ ; ; ; 1 1 ~ 1 r • ~t 1 t N „!~nAF~30# STEEI, BEAM:-' 1 P 1 1 ~F E 112" LINE ; . ; 4~ ~ ~ , is 1' N" 1 V 1 ~ 1 1 1 I ' ~ ° 1 1 1 . i t 1 1;; ' 11 i' ~ _ ~ da.STEElP05tc? 1 r'' 1 112 LINE ; ; aan~staaas~? ~ ~k„~, TYPICAL BASEMENT FLOOR: 1 1. 1 + '1 1 1 1 1 1 N -38'x~6"xZ4•"'_- - 11 4' CONCRETE SLAB CIW 1i°`"'~"~'°"' ~ ~ ~ C~WCREfiE°~MWaH`~ ~ !2" STOP 1!2' S70P 1 + 1 + FIBRE MESH REINFORCEMENT ' UNION 2LB REG. °D ~ x 1 w, ~CONCRE3EFAQ ; ~ 6 mil POLY VAPOR BARRIER ~ ~ . Sao ~ " ~ OVER MIN. OF 4' > AIR DIRTLEG 11 ~ ; 11 ~ u2 sTOP .N ~ ; ; = GRANULAR FILL ~ ; ; _ CONDITION V ' " ~ ~ " _r N \ a o LOCATION 1 1 t 1 1 i i 11 ~ , 11 1 • , - - - - i i m - ter... - ' - - '~'r~ ~ - 11 w 1 A 1 W 1 V 1 11 x i X 1 1 x O e, ° e s J 11 ~ 1I ` 16'-8' 4'-0' ~ i ~ ~ ~ T ~ ih ~ ~ as I I P7 p 1 I I I1 r „ ^ ^ TYPICAL GAS " ~ " ' 1 1 11 ' „ N i 1 r ~ .v 1 cv + . 1 1 11 ' 11 ~ 1 1 \ c l) 1 • 1 1 1/ , •w , i LINE LAYOUT • ; ~ FLOOR DRAIN 112` LINE f 1 ,1 „ 1 1 1 1 11 , s , O GAS f a 1 ~ 11 O + , 11 1 ~ 1 11 , 1/ 1 1 1 A 1 1 1 11 11 1 1 pi , • , WATER = 11 0 „ ° 1 • / 11 ~ ' 11 - I 1 1 11 ' 11 11 , , O Z - ~ I C 1 11 ' If 1 ~ 1 .1"M.r.~~M ' ~ w r 1 { 1 i~. 1 1 k~1 1 • 1 O 118 3SEEL,$EAM 1 1 N 1 e ° d p l - 11 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 ; (j 45 1 1 i 11 1 1 1 f 1 1 1 + 1 1 1 t 1 111 , 1 'y , 1 l / 1 1 1 1 1 1 1 1 1 1 111 , ' 1 1 ~ ICI iIAF~M~-~ / 1 It 1 1 1 1 1 1 1 1 1 1 1 1 1 111 , ` 314 BATH ROUGff IN ~Y . Q 1 1 11 f 1 1 1 1 1 1 1 1 / I 1 1 1„ ' {p ; 0 + I I f 1 1 1 / 1 1 f 1 1 1 1 1 1„ ; 9 ~ If 1 1 1 1 1 1 1 1 1 1 1 1 1 1„ 5 OKE DET. cD , , U ET. 1 11 1 1 1 1 1 1 1 i f 1 1 1 1 ¦ CV / t 1 ' \ + 1 - - f 1 2.81x/4" x 9811/2" LVL's 11 • ~ i ' z < o ° ° s fl 11 1• / p 1 J _ . N = o GAS N z f - - l a WATER W #4 COPPER #4 COPPER i 1 1 ° ° ~ 1 cy f ~ S' ' 1.1,~~ _ , ' = Jt r (1 1 1 GROUNDING WIRE GROUNDING WIRE " • > n e• a . e a • , e. 1 • + ~ r ,1 . _ .r- 1 s 1 , . # 4 GROUND R00 THROUGH ~ ; ; ~ a0 "a + + + 1 , v 1 ~ J SUMP ~ ~ 1 0 ~ ~ ~ 11 , WALL AND TIE INTO 1 1 a x x 1 1 1r I 1 , ' RIF f 1 - / E N ORCING STEEL THAT IS 1 ; •Q ; ; ; et c v ~ ~ 1 . - _ - _ - , ' CONTINUOUS THROUGHOUT ; ; 1 ~ ~ ~ ~ , , ; 1 1 - - - ~ FOOTING 1 1 ~OF28#5 'EELBEAM;. • N 1 p 1 ' e • , OC •ill I 11 __8'CONCRETEWALLWITH ~ ~ 1 1 ti ..------cv. - - n- Iii •f + ° + ' ' 11 " + ~ i EXTENT OF WATER PROOFING f o ' 1 p O / CA AT 0 y+., 4 POURED CONCRETE SLAB e UNEXCAVATED 1 I BACKFII III ' 1~ 6MIL. P YV P " t0 a ` 1 OL A ORBARRIER 1 rrP~accaa?c>E~toaa: ' ` 1 1 w J q , 1 , 1 1 1 = i Q ; Q ~-t 4 GRANULAR FIL + / ~ FlBRE IAESHAEINFORCEMENT 0 1 1 1 1 • 1 1 V i N H2O '°I~ ~ ~ ' „ ' , ' , ' , ' , 4 ; ; B vEa YGAANULAR FITTER ' ~ . r 1 v a r 1 r • ; ~ ~ ' ~ A•, N ~ 1 METER - N SLODING FROM BApC TO FRONT • , PARCH ; 1 ' 1 \ 1 O / Z w 1 1 Q o 1 . 1 11 a - UNEXCAVATED „ ' • ' 1 1 1 1 1 1 1 / ` 1 • 1 ~...1~ O 1 1 1 1 Y. iC 1 d 1 1 • 1 '11. 1 1 1 •O 1 1 ' 1 ' 1 1 1 1 1 1 1 1 1 = 1 1 1 1 Q o`=_~~:_._ CONCRETEF00 NG 1 ~ ~ 1 f , CONTINUOUS . , . , . , . cv ~ v ~ ' + _ _ _ _ _ _ 1 1 1 1 1 1 •S~l• ' GROUNDING • > e 1 G 1 EINFORCING BARS f 1 ~ ; ~ - ; 1 i N ~ 1 b 1 1 + 1 • 1 1 p 1 r ' 1 1 1 WIREAROUND ~ e ~ 1 e 1 a re , METER TO 1 1 . 1 1 , 1 1 1 1 1 ° 1 1 1 ~ 1 1 ' ' , - , 1 COPPER FITTINGS q 1 r , 1 - 1 1 Q / 1 1 1 1 GROUND ROD DETAIL 1 1 ; 1 f 0 1 f 1 1 1 1 1 1 1 ~ {t ' 1 ~ 1 v e -.1 cYi to co 1 , 1 1 t p V- 1 1 1 , d - (D 0) ' 1-S' 8'•3' 1'•8' 1'-2112' 16'-3' 1'-2 y p ; ~ • . , 1 'f e• I Q I• • A • I • d I 7-1 4 ,1 • W CC) ~ . ~ + f ~ , o a + 1 1 , , 1 • in 00 1 1 , b , 1 f e 1 A W 1 , , 1 , 1 1 1 • f 1 1 , 1 (1)(0 co ' ~ 1 1 ' + 1 1 ~ 1 1 BASEM NT LAYO t 1 ~ I 1 • 1 UT ~D 0 1 0 f , , ~ ~ - 0 1 1 { • 1 SCALE: 114' ¦ ~'-0• i , + ' ~ 1 e 1 ~ 11,-0~ 9~-0~ big 4 12'-6' 4'-0' 68'-0' 20.8 ~ 43.4 11 111 t3)zxlas ~VERED LANAf {3)2x10's se'-0• 111 111 20'$' ii; 13'x' 16'x' 13'• W-0- 1 1 111 ~ ~ 5'•4' 5.9314' r-21x4'; ; 5EE SHEAR WALL DETAIL 2x6 WALL 1 48SP3 co 4 111 rt' r.t• ~ 11116N11YP 2x6 L r•1 2.1 WALL 111 METE ALL METER O INDOW SEAT BY O WINDOW SEAT B $2X10 MDR ' TRIM CARPENTER - - - TRlM CARPENTER o N 11 ! FLAT a " FLUSH HEARTH N " ~ l7 1 1 ' ~ ~ S 1 'i ao SLOPED ' 11 ` SLOPE 12" iN FROM ~ ; ~ 4'•2' 4'-2' ~ N BREAK TO CEILING ~ T•1 1 ~ ' p FLAT 11 !1. 1,~1 1 1 1 1 •Y 1 1 0 1 1 ~Y ~ . 1 1 1 1 ~ $z o MORNING ROOM MASTER SUITE ' SOFFIT ~ ~ lbw ,X` 9'CEILING 11 ~ 1 MASTEf ~ ~-l~, -N 11 , 1 a~ z N ,1 1 1 TRAYED 11 1 1 TRAYED CEILING ; FFfTTOBEPLUMBB maw` ; TO PROJECT 1.112' w,~ ~ , , GREAT ROOM 1'-0•, r-0' , AROUND CHASE m N ~ " , 4 cr o~~ ~ 2$tORYCEILiNG -o -n (f~ G.1~i 1.181314 x 18 LVta 1 1 `O FLUSH ; ; RAISED BAR 42' high wag , , , SLOPE BACK 6" " ' FROM BREAK - t' ; ; . d -T t- ,Y •11 1 1 1 1 TO CEILING ~ I • , 1 d~h• 1 11 o N v •181314'x18'.l,w~.'1 1 ~ 1 1 N ! 'FI:USH 1 washer . ~ 1 1 m t NOTE: (2)-adOIiEADER t 1-----' ' `,~I ; ; BREAK UNE ABOVE'AU:iMNDOWS ,1 2X10 FLOOR JOIST ~ FLAT 11 AT 16 OlCFOR FLAT ; a . BREAK ~ 10' AND EXTERIOR DOORS : " 80TH FLOORS ' - - - - - - - - - - - - - - - - - - - 0- m SLOPED (7 S ~c P UNLE55 NOTED OTHERWISE I '1'1 ; 4 LANT PLANT 00 - SHELF SHELF `(2)2x6A8LOVFALI~: 9'CEILING r- , N SLOPED iNT>:RIOR DOORS ' I I 15'•5' - - - • ~r ,Jt _ O ~ I I ° FLAt FLAT to I 2,~ 2.2x10's 4,-0. r g I o ~ c~~ ! ~ 4 1 5-6• 0 ~ ~ 3 1112 I ~ ~ _ _ _ _ - - ~N~,OF F~,OOR ABOV,~ _ - - - - Cie i4 2'}3' r°fi Ip R q I 8 ROUND COLUMNS V ° Q rs 1 - ~ `O { p 16'-6' q'.p• 2.1813!4" x 741112' LVL's - - o I DROPPED ALL DOWN TO T-0" ~ ' I ~4 11 I i o, a sc ;4 1'_8' 4'•4 N •6' T,3' 3'-10' 3=7112' i ~ Q ' a I w ~ i i7 seat SLOPE CEILING WITH { 2x10 RAFTERS ~I ~ l I 2.2x105 ads 3J's r•4• - - J's 3-1831 •x 981/2' L. I _ ~ _ _ 0s.~ c 4 o O \ 8'-4' 8~'4• ,,I i ; ; ; ; ; ; ; ; ; ; ~ ; i -11112" 8 3'•4. walk-in 1 1 1 1 1 1 I 1 1 1 1 1 , 1 c%l REAR WALL DETAIL o PLUMBING WAU. D~uY '4 ~ N. 4 S6' S ~ 1 i `T N - - _ _ 4 Q co IL 1 1 1 1 1 1 1 , U1 ~ 1 1 1 1 1 I 1 1 1 1 1 1 1 1 IA 2 Z a •.4• • 0 Z C9 Pl 1 1 1 1 1 1 1 1 1 I 1 1 1 1 LAUNDRY SSheNeS - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 48SP3 4 P ~ ` - ~ eS 3 , d Q ~ 1 I r.s' ~ ~ I a 24' HIGH WALL Wl I-+f I t z U LL! e~i I o. ~ 1 v ~ WOOD CAP AND ~ U ~ , q I m 8' ROUND COLUMN 1112 ~ '~Yr II er aus _ v D ~ 1 mI R ATOP1rx1Y v 1 N HIS HER I i r , O11 ~ SOUARE BOX ~ ~ ~ m I ~~jjAA~~////~~~~``++ E1y.y~~,~ ~.y~~! Run , E~~ 35 ~I ~ I I I~ a ~ Q 1.1~•••~~ 1 1 ~ m I 1 , , ~ ~ ao t ` I FIRERATEO DROP HEADER 8' ~ ~ FOE r•4 N I ,STEELDOOR ~ ~ ~ ~ ~ 9' CEILING WIDE WITH TOP ~ 4 2STORY 9' CEILING o I N I (z { I eat U w a z 1.10 2-0 1.81!2" OF ARCH TO 8E TYPICAL 1 HR 2x4 FIRERATED WALL: ~ T•6' 0 ~ 1 CEILING " s aR nk~e 3 " a I :3 " NI 18 { IN ~ = J R ~ o ~ FF FLOOR ~ ~ ~ v? olf floor wl q 518' TYPE'X' FIRERATED DRYWALL ` ~ , C x ~ 1 w! I ~ 00 J J In TAPED 8 SANDED ~ ~ 1 ^ ~ 12 soffit above I Zx4 STUDS B i6' o.c. 2-~~ it above I 5 sheiv 5 shelves{ I 00 J Q - 9 _ DROP SOFFIT << - 6 (LUSH co BA LOON F MED Ail INTERIOR BEAMS - - - - - - - . . - _ . . 1 bookshelves O LO g. _ N a- - rai:er.S r$. ROUGHED ~ T.112' - ---i- a - -soffit a 8' l~,f N WIDE AND DEEP 1' 8'•10 tl2' 1'•6' 21'SL 21'SL ~ I off floor co F 3' dia. STEEL P05T ° 3,-9• 4',7' P 3, • I 8'-l 1/2- 4 a DROP SOFFIT t2' 4 7Mt=&TRAPS'ONA AfiC ~ _ i . + _ _ _ ~ , , ACCESS; - `O 0 oC J I a N ~6:'ic36 •x24.: ; .z•i&314"x9&v2' • 1~1 ~'~~C/~O\~NCRETE"PAO;~ 32x22 LVl's FLUSH ° 111 YY1•'/'^I{I•w!v,\:W~~N.'NM a' {V 111 •p A ~ ~ 111 STUDY a: ~~'~iPAD'..,:'y":1 ~ 111 8"{RO ,~.I - - 111 P Y' 8- deep N Z w - - - - - LINE OF FLOOR ABOVE - - - - 6' wide box beam 3 CAR GARAGE 4' BEYOND FRONT wide box beam I Q I a g 3=1i' 3'•ti' 8 CEI CATHkORAL CEILING 4 I 4 io z-0' r T~11' 2'-0' ' 4 M a a o. N rn ~ _ 2.2x10's DROP 18NWP FLAT DROP CEILING FLAT C 9'-0- 18NWP 4 N N 1ST FLOQB, PLAN J cn ^ 00 ° SCALE: 114•:1,-0• J ~MJd6 - - - w•PF Gw.PF > Wto co ) C? DININGROOM CEILING DETAIL q Q e ~ , M w (D ca WPF GWPF ~-0' GWPF ' 68'-0' 43'-0' 13'-0' 16'-0' 13'8' 2'•1' 12'-2' 2'-1' O N O r zxswau d D Q 0 . 2xswAU 2xswnu r rn N i9 L w G N GREAT ROOM w O w m O 48SP3 48SP3 GRIDER 7RU5S U z ~o ' ~051'SOCLOUM ~ TT0 0 P05 CL UiAi~ 10'•11' •C' ~ 2' ' INI3ASEMENY '"°'1N'9ASEfdEN~' ~ ~ , BELOW BEIOW m v 155• 48SP3 a8SP3 48SP3 q (V ~~y ~ BEDROOM a'k3 ` 1 ~ 15'-5• r' N ~ V' ~ . ' v Cl) ' ?21~I 0 Vf .n p O Y < N 2 r-0• 4'-0' 12'.6• 3'.8• (9 Z d BEDROOM ~~2 } Q 4 ~ raui O w U = N ~ • c~9 ~ 1'-0112 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ t ~ ~ ~ ~ ~ ~ ~ ~ ~ t f Q ~ o 0 W 16 w110' 13'.61n' ° ~ ~ ~ ~ ~ ~ ~ 'N J Ck. 0 r J f-- Z a'-a 1n• r.s• 5'.r o s!.r ~ J 4 N ~ Q " F YER r • 2'-0• I 32•x48' m I LL LO c 0 o in o } N a i- v I 33V80 A C I N 33VBD o a O O ~ AC 5S n in BEDROOM #4 ~ _ _ - • ~ J ~ 0 r a w N ap oc Q 485P3 48SP3 r "SP3 c z 46SP3 i o. c y f N 1 r - ap f O N FLOOR BELOW ° ~ ~ UNE OF FLOOR BELOW ~ ~ f 32NWP CANTILEVER2'~4` 32NWP f co C'O 8'•a• 6',2' ~ f M~ w ro co 10'-0' 12'•6' T-0' 13'•10• Wv~-gr co co 43'-0' ~ ~ J J 2ND FLOOR UlYOUT SCALE:114• a 1'-0' 11 1 1 11 11 111 1111 Illt 1111 • IIN r UII 1111 1111 1111 1/1t nu T NN 1111 GRICIER ROSS IIN _IIIL.-. -~Il'L NN NN NN NN IIN 1111 II Q 11 C.0 ul ,Z: of NN NN NN -7/+0 NN N 1111 NN O r 1 G ~ 9, , I % SLOPED ; W ~ ~ 1 1 , D 1 1 - ~0~ OVE Y J 1 1 I FLAT z ~ <y FRA ING ~ N ~ 1 . 1 1 Q I 1 1 2X RAFTERS i i i 1 ~ 1 1 1 ur 1 1 1 ~ 1 1 1 t 1 TRAYED CEILING c 1 ~ 1 1 1 1 1 TYPICAL ROOF OVERLAY RAFi'ER5 ~ i i i 2 x 4 RAFTERS I~W,X.6'-0' ON CENTER ~ 2 x 6 RAFTERS MAX. 9'-0' ON CENTER 1 1 1 z 2 x 8 RAFTERS ANiX.12'-0" ON CENTER EDGE UNE OF TRU55 1 ' ' 1 1 1 2 x 10 RAFTERS MAX. 15'-0.ON CENTER _ 1 1 / - 1 1 0 w ' RIDER TRUSS ' I .RAFTER CUTS NOT TO IXCEEO THE I 1 1 1 1 EP ERIDGEORTHEWIDTH - - 1 I OF THE PLATE AT THE VALLEY 1 I 1 1 1 1 1 1 0 G y 1 1 OVERLAY FRAMING DETAIL q ~P 0 Y FRAM G 1 ' 1 ~z O EC EDGE LINE OF TFiu- - - - - - J Q m ti, q { II Y~ II e~ ' RIDGE UNE J~ I I 11 ~U II II I 1 "o cD 2X8 Q ~ C) J o a C4 0 Z 1 1 1 1 1 1 1 1 1 1 / 1 OVERLAY - 1 1 1 1 1 1 1 1 1 1 1 1 t 1 1 FRAMING 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 i V 1 1 1 1 1 1 1 1 1 1 1 1 1 RID LL p I 1 1 1 1 1 1 1 1 1 1 1 I 1 ~ RID Ui x C4 < 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Q~ 1 1 1 1 1 1 1 1 1 1 1 1 1 Q 1 1 1 1 1 1 1 1 1 1 I 1 1 O r z If U Z F 1 1 11 1 1 1 1 I 1 1 1 I 1 - O Q 1 1 1 1 1 1 1 1 1 1 1 1 d U z Q F" Z io . . Q z w = 0 U L U J 1 L J 9 1 J G,F 7.X8 z y yA J 1 VERLA J FRAMI q L_ I [L Q " o m Q W 1 I . - . - - ..._GRIDEIiTRUSS- . w N 1 RIDGE a 0 y ¦ ~ t I J ~ 11 J Cl) z w a ; ; G.E w II 1 O ~ 1 2X6 1 ~ OVERLAY t7 CL g FRAMING /III 1 m 1 ~e SLOPED SLOPED w 1 o SE~IIED TRUSS DRAWINGS WITH ENGIN~ERItVG TO °C BE Ohi-SITE PRIDR ~TO JNSPEC7tON, t Ul) 5aico c00 J = rn 9 J W, 10 0 1 \116V 3:9 U') ? op ROOF FRAMING DETAIL rr ~ na w uu m un m uu m rrrr m urr m nrt rn rrrr ur un m FLOODA72ND ~ . • FLOOR ROOF r.rr \ nr rrr, rrr urr . ro rrrr rrrr nn Cd urr f~QVERED L + uu SL nrr O O ! r N , „ r; -r O . r + , r + n ~ + • r r MORNINfd'ROOM ; ; r r r r rr r r r r Q rr r r r r ~r r r r r ~ r r r r rr r r r r r A r r ' Z Q rr r r r r f r TRAYED FILING ; rr rr r r r r / r r r r r rr r r r r rr $ r r r r / rr r r r r r r r ~ r rr r rr r r , r rr r r r rr r r r r r rr ~ r r r W rr + t r r , r r rr r r r r a- r r r r r jam. r r - •~r ~ r r r ~ r , r r r r I r r r r ~ r r o r-----+ + Jr r r r r r I ~ o `rnr r r r ern ~ ' r S r r r4 + r ~ r + r ~ 1 ~ 'r'r r r a r r + I ` r ri r (o f ~ 1 1 + r I I g ~ ~ I I I . + f 1 I ~ t I ~ i 1 ~ I -s - - - - .c.. CARGO ~ ~{ONOXIDE r 1 DE7. II _ _ II I - + ~ 11 J r r r r r r r r r r r r r + ~ r r r r r r r r r r r r r r ol o r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r . r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r Q z r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r ~ r r r r r r r r r r r r r \ I~ Q r r ~ r I 1 bo ~ 0 I ! r E- r I I r I r r ~ r r r I _r HERI r r r I ~r 1 I r r 'O I ~ ~ ~ If I t I r r ! ~ Z I + r r I I ~ ~ 1:OYER I I I r r I r .J ii I I I ~ \ r r I I I ~ r I s .,t r i i Q + LO CV ' ~ ~ + 0 / ' r __r..._._,..._. J i nu / ' - TU Y un / EUDY nn on, ~ J W ~ rr ~ O 3 CAR GARAGE r ~ - - - - r 1 / 1ST FLOOR ELECTRICAL PLAN 0) GO ' SCALE: 114• • 1'-0• J ~ , _ . co N O V Q f l I l o I I w ~ Z I co ~0 0 ~ GREAT ROOM I w m I I r0 f 2 0 Cl) ! J~ ~ ~ , l z PHONE 1 1 ~o 1 I D 1 N 1 l co 1 1 1 I 1 l 1 1 1 - 1 '4 ~ PHONE ~V 1 ~ 1 1 1 1 .IgrnT~ vE~. J v CL ~ ~ CARBON '4 Z IAONQXIDE N 2~' DEL ® ~ - . 0 ' - BEDRO- Q W -'.'G 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5„ _-~,d _ 1 f 1 1 1 1 1 1 1 1 1 1 I 1 1 1 S ~~I~-` 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ~~'~t~~ ~ DET. 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 'SMOKE DET. - 1 1 1 I 1 1 1 1 1 1 1 1 1 1 / I H - - , ~ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Q • 1 1 I 1 1 1 t 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 s~.a• 2'~a• z~s• Z W 4 PHONE ; N 1 J - ~1 FLYER T~4• r~" ~;,~Y~i'af 2'-4• ~ SMpKE'OET.' I F 1 I ~ 1 1 0 N FANlLIGHT I I 0 0 0 i l 0 4 0 1 i I I l I I l l =X0co I J J r. I Jam a ~ { W.Cr ~r ~ i i ~ i J i J 2iVD FLOOR ELECTRICAL SCALE: 114' =1'-0" co 0 COMPOSITION SNIRIGLES ON 0 159 FELT PAPER ON Tn6' O Os.B. wr CUPs R30 BLOWN INSUTAT N PMAATIONA&EELF aap Et_OWN WSL"_a_T1ON TRUSSES ~ ~ , 1 X FASGA z i1E SWWSON TIE DOWN CLIPS N SON TIE DOWN CLIPS M2.5 2 X 41 EDGER Q oouelEZx°roPPUrE 2 X 4 TOP PLATE \ NG ~ Irr wlywAll wrVAAOR BARRq WALL W! VAPOR BARRIER 1 X FRIEZE WITH BRICK BOX AS NEEDED zx° ssvD UD BRICK VENEER OR SUCH E13 GATT WSULATK)Ft 17 EXTERgR SNEAT?eNG W/ ff r INSULATION MOR S"EAT"W, W! FELT PAPER c/)' 17AIRSPACE MACE C i..f.i L OD 2XITOEPUTE G C, TOE PLATE O U Ft' SueROOR r SUBFLOOR L sx+oaooR~olsr ~ 10 f100R JOIST zx+o~asreANo C 10 JOIST BAND IrroRnvAU 'DRYWALL F ooueu:zx°roPPUTE U dNBLE 2 X{ TOP PLATE ~ C uroavwAUwrvAPOae~ 2X4STUD ' DRYWALL WI VAPOR BARRIER STUD J ' FLOOR JOISTS RlaeArre~lAnTaN BATT WSUTATON C 17EXTERIOR SNEATrnNGwr fEl RIOR SNEATMNG 1Vr FELT PAPER a Y2'Aei SPACE IWf BRICK OR NATURAL M BRICK OR NATURAL STONE) BRICK VENEER OR SUCH 2 X 4 TOE PL4TE n i :4 JQE PLATE _y4• St 'SUBFLOOR WEEP MOLES TO EXTERIOR BRICK 2X 10 Fl00RJDISr X 10 FLOOR JOIST SLOPE CRAM AWAY FROM !OUSE r 2 x e SILL PuITEwrsal P s s+u Pule wr sILL S' _cn K TNx:K POURED CONCRETE CK POURED CONCRETE Ito FLOOR JOISTS p'• p• p•• a• p•• • p• o Q^ O. 6• p• d' d' 0 d' ~ a' Q d' ~ , o' 0 d' N L.L f.. Q a a a a a~ a'4 . a'4 a' • ~ • ~ • ~ 4 •a 4 •a> a 4 'a p • t • i °0 °0 °D °0 °0 °0 °0 0~ a v 4 e 4 •a Z D • C • • p • • p • p • • .ti • p • a •0 ° 0 ° 0 WATER PROOFING WIT" PROTECTIVE SURFACE PER CODE .d•~ a'd a'4 d'4a';;•a'Q o' o 0 0 36' GRAVEL FILL a. D D a o D 0• D • 1 ° ~ • • • • • • ' CONCRETE SU8 r° r6 r6 r6 A r ;ONCRETE SLAB U I=~ i ~i i~ _ 3'CONTWQOVSDRAIN PIPE Q r > GRAVEL Rlt 6w Fql E CONCRETE FOOTING .1 LU 1, ~ Z o w t• a• ..t• ..t• a• ..t• ~.t• ~a• a• ~.t• «t• ..t• a• ..t• r4• r1• r .a• ~.t• .r.• a• :•t• ..t• a• ..t• a• r4• fs• r • r . • . ~ • ~ ~ ~ ~ • TYPIC~ TYPICAL WALL SECTION _J Q In FIBERGLASS DRAINAGE 1 LL Lo r, 0 04 CROSS SECTION A AND TION80ARD MAIN EXTERIOR FOUNDATION FIREPLACE FLUE a F" 0 0 3 410 XHHW wM~~ ~ 2.~F CONDUC70R CIO 518" PLYWOOD OR a 2" LOCKRING APPROX T LONG soaBAC~FUI 7116" O.S.B. DRAFTSTOP Ix 2"BUSHING I FIRESTOP SPACER W t INSTALLED PER MANUFC z JOIST BAND w COPPER w COPPER GROUNDINGWIfiE GROUNDINGWIRE SPECIFICATIONS AT 3 1 0 t 1st FLR. CLNG. LEVEL a m 2L8. CONDUI . - ' ' - . ~ B• PouREO wAu t i BODY -r ' ~ - ' - R 4 6ROUNO ROD THROUGH wAU w+TH 3• oRAw TtiRu 1 FOOrERANOINTERIOR ~ AND TIE INTb REINFORCMIO STEEL AND EXTERIOR PERIMETER I 2"CONDUIT + FO~On~ NTiNUOUSTHR01lGIi0UT GRAVELBAq(FiIL 3•TILET05UMPPIT TOP PLATE AT THE FIRST _ , FLOOR CEILING 2` COUPLING = - •I~I--II a CoNCRErEwauwrtH 2' MALE ~ ~ waTERPaooFING \ 2" IOCKR(NG vAT10N y, \ J M 0 co ~ ' BACKFiII III "`•t ,•POUREDCONCRErESIAB \ 2 BUSHING 6M4.POLYVAPORBARRIER \ ~ d'GRANUtARFIII h•. cn =1 m LLJ co 00 Into 1 ~=11111 ~ ' • ` . ` ~ ` • • >tn~T METER ! ~II~I t~•. PouRED w d. N. 200 ~ ' CONCRE'~EFOOTER co co AMP ; CONCRETE FOOTING . PAN L coNTlNUOUBGROUNDING o.~ : ~ ; WIRE AROUND METER • > • > • > TO COPPER FITTINGS CUJ(i BARS POURED WALT. WITH FOUNDATI FIRE ON WATERPROOFING FIRESTOP DETAIL GROUND ROD DETAIL