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07201082 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. PERMIT NO.: ( ADDRESS:7--`7 ,r 3 BY: FINAL INSPECTION DATE: r i "milli 1 11 Building Permit No.: Q~GProject Address: -735 YIQ.- Inspection Date AP DA Ins Comments Inspection Dale AP DA ins Comments Plumbing Insulation Underground Sewer Footing Final Electric 4,66 41 7 #49 v k- Pte ' ' A' l\ t kv vA 2 Foundation Final Steel Plumbing li y Final HVAC r~ Foundation D IS 4-~ 1v i - Radon l ) Final Gas CT, 2- FVr w E rpl Preslab Piping Rough Engineering Electric (CWA) Engineering Electric / D (Pre-Sod) Service Final Am. (08 L~.5 OOD Rough Engineering q U Plumbing Gas Piping ~;'K'i ~P C~Y~ ? 6~2 (Rough) Z Iur"`~ tY 1~~ 1 Crs . Ro _gh y, 1C p L -3A'~ nrr, Final Zoning ¢'L-- -Y. J i1 C-) ~y AL 1~ art, h~?~ Fireplace ~~6 ~'IC urr ~1~ IFIC~Nft ~o<~L'+" 12 tc dl AP L In bi( l Zoning Rough 4 11 ~ Occupancy Framing 1211,1,7 ts-L f ~~7 IJL *15- ~b 1 04/10i2006 15:00 FA: 611 223 2454 VIRGINIA HOMES ~1c~U3 DWision of Building Standards 5800 Shier Rings Road Dublin, Ohio 43016 Phone: VI,fDD 614/410.4670 IITY OF PUBLIN Inspection Line; 614/410-4680 CONDITIONAL APPROVAL AGREEMENT `This agreement made and entered into by and between Virginia Homes, Ltd. (Project Manager/General Contractor) Herein after known as the Project Manager/General Contractor, aril (Owner/Occupant) Hereinafter known as the Owner/Occupant, and the Ci y of Dublin, hereinafter known as the City, who mutually agree acid covenant as follows: 1. The Projcct Manager/General Contractor, who is constructing a new premises at: 7353 Linden Lane Building Permit No. 07-2010$2 has applied for a Certificate of Occupancy. 2. The premises, as of the date this agreement is signed, has not met all rNuirements of the Dublin Codified Ordinances, hereinafter known as the Code, and therefore additional final inspections cannot be approved. 3. The list of items, which is attached to and is a part of the agreement, is accepted by both the Project Manager/General Contractor and the Owner/Occupant, documentation of those: items necessary to be completed prior to the project receiving final approval. 4. Acknowledging that the premises are not completed and that certain items, as shown, are mquircments of the Code of the City, the Owner/Occupant, requests that the City allows occupancy of the premises and use of the property as of the date of this agreement, 3. In return for such above Conditional Approval, the Project Manager/General Contractor agrees to complete all items as shown b date rune 1, 200$ Y ( ) and fttrihcr agrees to release, hold harmless and indemnify the City and its,agents, assigns and employccs from any and all obligation, liability, and/or responsibility that might arise as a result of permitting occupancy under a Conditional Approve! Agreement. 6. Ire return for the City allowing conditional approval, the owner/Occupant hereby releases the City, its agent, assigns and employees from any and all obligations and/or responsibilities related to the completion of the promises, and further agrees to release and hold harmless the City, its agents, assigns and cw.pioyees from any and all liability that might arise as a result of occupancy of the prcmiaes. Further, the Owrter/Occupant accepts the responsibility for the completion of those items shown as incomplete, and recognizes that the City may revoke the Conditional Approval \ZUBLINDATA_P"ERYfiR;pER1F W,1130MFWlOFFtCeiWF1C)OCs1pOC)FORMS\CONGITIONAt. oCCUPANCY AGREEMEN dox Page 1 of 2 Up~~ed 4 -02 04.10,'2008 15:00 FAY 614 228 2454 VIRGINIA HOMES 0004 Agreement causing the premises to be vacated; and/or the City may initiate legal action, if these items at not completed on a timely basis, and within the schedule contained in item S of this agreement. The Owner/Occupant agrees that the City or its agent shall have full access to the property to inspect, or at it's sole and exclusive discretion cause to be made any improvement necessary to bring any part of the premises into compliance with this Conditional Approval Agreement. 7. The Owner/Occupant and the Project Manager/General Contractor both agree that the City, by accepting this Agreement in allowing occupancy as of the date of this Agreement has in no way waived, forfeited or otherwise relinquished any rights and/or powers that it would have if this Agreement were not in effect, 8. The Owner/Occupant acknowledges that he is under no obligation whatsoever to enter into this Agreement, but that absent this Agreement, Conditional Approval to use the property will not be granted. 9. This Conditional Approval Agreement will serYe as the Temporary Occupancy Permit the Building Official may issue in accordance with 4101.2-1-27(E) of the Ohio Administrative Code when the entire scope of the building work has not been completed, but the Building Official has determined the building can be occupied safely. Project Manager/General Contractor a Project Manager/General Contractor (Signature) (Please Print) Peter A. Albanese O e f ccupa n ) h m",Lt CD Owmcr/Occupant ( inaturv) (Please Print - ccw~ Prakash Mulchandani cccpted - of Dublin Date \1DUlUNDATA PER SERvER\PERiPERVMOMEW\OFMCE\WPIDOCS'1DOGIFORM=ONDMONAL OCCUPANCY stew -a r t title agency of columbus April 9, 2008 Jeffrey S. Tyler, CBO Director of Building Standards City of Dublin, Building Standards Division 5800 Shier Rings Road Dublin, Ohio 43016 RE: Address: 7353 Linden Lane (Lot 6 Riverside Woods) Building Permit Number: 07-201082 Loan Number: Dear Mr. Tyler: We hereby agree that the escrowed funds in the amount of $6,000.00, as specified in the "Approved for Conditional Occupancy" inspections and requirements for this property will not be released until a final Certificate of Occupancy is issued by the City of Dublin. In the event such final Certificate of Occupancy is not issued within the time period specified in the Conditional Approval Agreement, the City of Dublin has the right to demand payment of the escrowed funds for the completion of the project. Sincerely, v ~1 -1015 Tammy Darst Vice President of Operations and Escrow Division (614)818-1103 259 West Schrock Road, Westerville, OH 43081-2874 614-895-0200 ~ fax 614-895-0394 + toll free 888-978-3927 11%L!/AVV+ 1V:g0 kAA 014 LLO i404 Y1ttVraaIA 11VAz131 OCT-07-2WS 09:45 city of Dub! in j ` 6147616566 P.102 CITY OF DUBLIN Division of Bulidln ~ndards 800 ShE Road e 11"'MIC Ohio 43046 Phone. d14) 4104470 P SUBCONTRACTOR DISCLOSURE Gerwral Contractor. VminA HOMES LTD Application No.: Job Address: 7353 Linden Line Idgi 6 gfvars ds WA The General Contractor is required to furnish the kdorrna Wn rag arding any contractor working at the abvvv address prior to Issuance of a Csttlfllrate i if Occupancy. All suboontraotor molefttlons must be current ttuwgh the lnuenoa of a (:vrtilica% of Occupancy. inc kwkV i wx&r m and all applicable State s• TYPE N E F CONTRACTOR OUSUP i REGISTRATION NO EXCAVATION'' Eagle aroding C7 1C0NCRM*NhdNN@A_ Carl Gioffre 7 MASONRY STRUCTURAV 6-0' ELECTRICAL` afew Electric 277-01 PLUMRI Accurate Plumbing 17-07 HVAC'~ merican Air Comfort 'tech 1486-)7 INSULATION R OFIN complete CorRjutry, Inc 7 DRYWA L SIDING SANITARY SEINER` Ea le Grading 121-07 LANDSCAPIN Eestai a Nurse 9 - FIRE PROTECTION UNDERGROUND FIRE ALARM FIRE SUPPRESSION PAINTING aTHER •MUST BE COMPLETED AND AVAILABLE AT TIME OF FRAMING I l$P .CTlON AND A COPY AVAILABLE FOR THE INSPECTOR TO TAKE OPFIC& ppNlSuboontracloc Oisdosure update 2003 CITY OF DUBLIN Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410.4670 - Fax: (614) 761-6566 - Inspection Line: (614) 410-4680 DO NOT REMOVE THIS SHEET FROM SITE NOTICE OF INSPECTION Inspection Type (r-pl C Ij~~ r ll _~l` Application # 6 `7~ c7)i ? Date ((c)1o8 The undersigned inspectors checked your property at ~ , ) for compliance with Building Code. Any violations listed jZust be corrected within days. 40 VIOLATIONS jj, lot b ~ e? _IV L4 , .42 A)p OF f r, ? APPROVED ISAPPROVED By CONDITIONAL u ShierRings Road CITY OF DUBLIN 5800 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: V;/(t' lr,t"ll t4x: -1e_:5 Company: Site: _7 7--)r?3 UY1 e h (Provide Detail Plot Plan of Lot) Lot No: (a Application No: ` _21~ Subdivision: P, tyte1i 1 C' VV ooAs PLEASE DO NOT MARK BELOW THIS LINE ? No Violafi nlr?spection Approved 0 Violations/Disapproved Approved For Conditional Occupancy ? 1. Clq& Gutter ?10. Adjust Manhole to grade (Sanitary/Storm) (Ord. 28-98, Sec. 97.38) ? 11 Rebuild Manhole Throat (Sanitary/Storm) ? 2. Impropi' Approach (Ord. 59-74, Sec. 51.04) (Ord. Y 9; -Sec. 153.21 O(A)) X12. Improper Gradingp ? 3. Adjust Water/Gas service box to grade (Ord. 7-75, Sec. 150-.040) ?4. Adjust Inlet to grade ?13. Clean Str Clean Sidewalk /SeG . 150.039(J)}~ U'/S. sic>+ ontrgl/ od or Seed (Ord. 7-75, 1(O.e.C1t73w ( /l Is v lvr ?p ` '14a0%05- „ -As It7 ` ? ?1 AiGla ti Ir t 74, Sec.97. I& - yd' afit ? 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: BhLT> A5 j0(2n r' trl tanD) c 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: 44Wj2t Rd-Inspection: ? Approved ? Disapproved ? Conditional spector: Date: t i ngineering Final Inspection WHITE - Site YELLOW - File 304 rev. 12/04 PP 0 w Inspection Type(s): ZONING INSPECTION FORM Zoning/Landscape Land Use and Long Range Planning Commercial i Code Enforcement Residential, ? Sign ? CITY OF DUBLIN 5800 Shier-Rings Road; Dublin OH 43016 Other ? Telephone/TDD 614-410-4600 Dublin Planning Fax 614-410-4747 Dublin Inspection Line 6144104680 Permit Project Name : ~fj~` Project Address: i"% e 4 4"""' Contact Person: Contact Phone: YES NO 1) ApIroved4 scape Plan & ROA YES NO 6) Sigrrinstalled.;.ts approved YES` NO 2) Plans, Checklist & Permit on Site YES NO 7) Pa_rk4ag4paccs, number & striped YES NO 3) Lighting.. alled per plan YES NO 8) Hwidieap-spaces properly signed YES NO 4) Landscape installed per plan YES NO 9) Park g, islands 7 foot minimum r YES -N I 5) Mechanicals screened per code YES iVO . ) 10) Meet residential appearance code Q_ O Zoning Approved ? Zoning Conditionally Approved (See Comments)'Q, Zoning Disapproved (See Comments) ? Date of Inspection -471 r Inspected B COMMENTS a.= rJ ' 4 FBI Zoning Inspection Form PLA-120 Date 08/12/04 Building Permit No.: Project Address: LnAen La nQ- Inspection Date AP DA Ins Comments Inspection Date AP DA Ins Comments Plumbing insulation's Underground Sewer 4 ~4' ~ M Footing 7 or Final Electric A'' Foundation y' rJj Lar Final Q Steel Plumbing ~v Foundation Final HVAC JJKJ Radon Z Final Gas v11 05 FVpv" w c t Preslab Piping Rough Engineering Electric (CWA) Engineering Electric (Pre-Sod) Service l~ Z~I~7 Final t P,,r~5 Ott Engineering Rough Plumbing 1 j-~k+ Gas Piping 0*k VX (Rough)s 2 I-I"urC t( Ro by. C ~ Final Zoning S '-0 y.'4citi 0 t7~n CA;91C-DPP ~ti 04 /or / NZ~F- Fireplace 12 it e1 1alr' ~ t--~ Zoning Rough Occupancy Framing BL 6"f c C_- G~-' ~.vn,v"~n~ ~i.~ r ? _ X91°L ,relOf 1 ,yi7 mil ~L ~ ~AJZ m~~ ~ V?~r4ob'14, 5800 Shier Rings Road CITY OF DUBLIN 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: Ylr4ir112e P Company: Site: _T_5 L.i ndela (Provide Detail Plot Plan of Lot) ff~~ , t r Lot No: (p Application No: "l- W(08 Z Subdivision: l~ i r er iAe, wocds PLEASE D• NOT MARK BELOW THIS LINE ? No Violations/Inspection Approved ? Violations/Disapproved Approved For Conditional Occu an y ? 1. Clean Curb & Gutter ?10. Adjust Manhole to grade (Sanitary/Storm) (Ord. 28-98, Sec. 97.38) ? 11. Rebuild Manhole Throat (Sanitary/Storm) ? 2. Improper Approach (Ord. 59-74, Sec. 51.04) (Ord. 12-89, Sec. 153.210(A)) X12. Improper Grading 4pa,4I-J ? 3. Adjust Water/Gas service box to grade (Ord. 7-75, Sec. 150.040) ? 4. Adjust Inlet to grade ?13. Clean Street/Clean Sidewalk /5. Erosion Control/Sod or Seed (Ord. 7-75, Sec. 150.039(J)) r~ (Ord. 40-98, Sec 53.090 (G)) (O.R.C. 723.011) ? 6. Replace Damaged Asphalt ?14. Adjust Watch Valve to Grade (Ord. 35-74, Sec. 97.37 (A & B)) (Mainline/Fire Hydrant) ? 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: 4A100 Q 7IG 1+1 eaffie&!5 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: 41106 Re-inspection: ? Approved ? Disapproved ? Conditional Inspector: Date: (a_2 3 °OES Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP F78. h,~ 88..2 84.1. e k - I r' v ^ 9 - Ex. 885.0 8.84.9 4 h .7 ?8 0 883 o BB4 o B3 g m '3 38 T C. 883. 6 83 4 _ _ 8 _ T. C.883. H 0 T.C. 883.0 84.0 ry 884.5 N Yv, 0 A, g2 56 l - 885 3 X880.6 _ 881.2 826 ~~3 11 82 883 864. X 72% 1 84: ,383.4 T C. 8822. O 884.4) / 9 4 \ T. C.88 .54 J X11 Bui/ding L ` ` V / a8k ~e p 884 Ito •6 o . a ~h 35 ~ ~ goo X C. 879.7 i l 1 . 2 ~ ¢ Bosit001 Inv. 5.50 See p orgted Underdrain` - / eet) g7 10'x5 18" - ' RCP ype "C I J'-~ 11 An_ i / REVISION_ DATE & F-l-Qu b:` 1 Chandler Court acrvillc, OH 41082 i" 1 1 tail: hoyssinc(o),aoLcom SURV YING ne (614) 895-1922 SERVIC S, iNC. vcy Fax (614) 895-1949 tstruction Fax (614) 895-9549 , n HOUSE STYLE D TRT CITY OF OR ? DRN.!B V OK. OT/SUBDIVISION RIVER I W nr, 29 07 ORDER NO. 1/ PG. 4-DATE PAGE 0I2~'C DATE OS/02/_ 95 f KALE 1" = 20~ ~ FIB. 11 ~ ? COMM. PANEL 39042 'LOOD ZONE X LOT 6 MINIMUMS R:~ LOT 7 S: 7'/ ' ? GAH= 883.4,-/ GAB=884.6 "LANDSCAPE CODE REQUIRES AT LEAST TWO, 2-1/2 INCH 1 ? ? TREES IN THE FRONT YARD OF THIS LOT. INSTALLATION ° 882.0 DECIDUOUS 75" WILL OCCUR DURING THE LANDSCAPE PHASE - THE HOUSE. 6 O 'V _ PLACEMENT OF THE TWO TREES WILL BEFIELDVERIFIED BY THE CITY OF DUBLIN PRIOR TO INSTALLATION." SECTION - r,,, pu ZII T~BL LINDEN LANE 601 APPROVED PAN '1-LL c7 ~ -0 J0 7 Z 9 4>~ N) ~ ~ •o, S6 t~~,L~ 1p ~P 7 C9N7~0 =60°00 00" ? rn a 8r4 LF 82 R=6000' , 810 ti c < 2 op ~e,S c v .~j TAP v JrJ zv m W6 20, EA SLOPE= SEMENT 4.40%/ a 35.44'-- 87 ~Q 7346 - 16' DRIVE 35'BLD G. ? LI 5 NE F .F.=887.00 9.00M12.67 ~ \ ,n $ I~ `j420 6 f 12.6 r F.F.=885.4 r 0 6.67 g a 00 4 q, oly3 ~w ~ v 6.67! 11.67 ~ N 29.94' d Z ~ . 00 01o V, 12.00 3~~1 v> F.F.= 886.60 ? T.O.W.= 885.60 a d ~~ct ; BASE= 877.85 ~gap0 12.00 00 o ` In 0.` A/C UNIT 14.42 ry 32.33 12.58 / 884.60 A111~a q 25.94' Ilk ~ C• B~q.S~ 879.00 25 No BUILI) 9 3Ei 107.28' NE %v Av S67'38'12" I 879.50 EqC.M.ERINGCOMPLIANCE City of Dublin *"NOTE: WATER SERVICE SIZE = 3/4"." ? APPROVED AS NOTED ~PPO~ • 26.0• NOTE : BUILDERS TO PROVIDE PLOTPLAN DURING ALL BUILDER MAINTAIN id that t the Ch°nt and data ubtamcd from Engineered TREE PROTECTION PHASES OF CONSTRUCTION, information Provided CONTROL We hereby certify that the feregomg PLO PLAN was prepared from I HEREBY CERTIFY THAT THE Subdivision Pta This Plot Pla. is'mbe Tused he ale of the otf P~atn f0 any a purpose of obtain ining a bulldlu_prohibited. -"wawrw,~. SQUARE FOOTAGE DATA GRADE ELEVATIONS SHOWN ON other purpose is strictly THIS PLOT PLAN ARE THE / FOR HOMEBUa.DER PRIOIIG AND ESTIMATION PURPOSES ONLY OT 1 F 142 0 WALK 179.0 RESULT OF AN "AS BUILT" SURVEY 43 0 SODcov. 11 17^ 30 PERFORMED ON HOUSE 3 a 1+4-Q 1 1479 - toTCOV. 19.47 DR1 1AA n _ B 5750 Chandler Court 4 ~ ' O Westerville, OH 43082 ~ rP E- ail: boyssinc(gaol.com '3`14-t' " Phone (614) 895.1922 ? Order No. H Y SL#vvey Fax (614) 895-1949 ti Construction Fax (614) 895-9549 t ERTIFIEO TO 51 A+d?1 TltAGENCY COUNTY OF fPAW, IN LIENOER *~0, Ft9-:1 . SAVI,%5 8 XAN P.B. 101 PG. 42 ORJD.B. PG REV 4-i0 06 M BUYER MU.CMWANI a cT .r SCALE 1" _ '>0 DATE 1 -22»Q8 ORN ~ CN LCDT NO, 6 121Vt;P971- 1N'OX5 C7lJC~l.IN, ~FiI~J A12 N LAND 60 6 N < 1lft~f%.~' ~ ~ s r' r We hereby certify that the foregoing MORTOAGE LOCATION SURVEYwas prepared in scoordancc with Chapter 4733-38, Ohio Ad Miniitstevt Code, and is not a boundary survey pursuant to Chapter 4733.37, Ohio Adm intaraeivc C:odc• This Plat is PmWcd for more juy;r loan and title purp"s only and it nW to be construed as having been Prepared for the owner or for the use of the owner for any purposes. tHIS PROPERTY IS LOCATED IN STlalEf? FLOOD ZONE X • J. "Wr y3ts COMMUNITY PANEL S PAGE 0i?(9I'i OATS gy Y TOTAL P.02 r.~r w r.rrr..rsr CITY OF DUBLIN Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 VIRGINIA HOMES, LTD. 209 E. STATE STREET COLUMBUS, OH 43215 June 23, 2008 RE: Conditional Occupancy Approval Nearing Expiration Application Number: 07-201082 Address: 7353 LINDEN LN Project Description: SQ FT 6372' Subdivision/Lot RIVERSIDE WOODS #6 Dear VIRGINIA HOMES, LTD.: The Building Standards Division records indicate that the above-mentioned Conditional Occupancy Approval will expire on June 01, 2008 and that the project has not received a Certificate of Occupancy. In the event that we are in error, please contact this office immediately so that we may amend our files and issue the appropriate Certificate of Occupancy. If the project has not been completed or simply lacks final inspections, please call the Inspection Line (614-410-4680) to schedule the final inspections immediately. Make sure that paperwork is on the jobsite prior to the inspection. We look forward to hearing from you soon regarding the completion of this project. If we may be of further assistance, please feel free to call our office at (614) 410-4670. Sincerely, EA--, Jeffrey Tyler Chief Building Official 11/27;2007 10:46 FAX 614 228 2454 VIRGINIA HOMES Z002 OCT-07-2005 09 45 City of Dublin 6147616566 P.02 CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • ublinI Ohio 43016 Phone: (614) 4104670 • Inspection Line: (694) 104(80 SUBCONTRACTOR DISCLOSURE General Contractor: VIRGINIA HOMES LTD Application No.: 01 . ao ~o's .lob Address: 7353 Linden Lane of 6 Riverside a do The General Contractor is required to fumish the following Information regarding any contractor working at the above address prior to issuance of a Certificate 0f Occupancy. All subcontractor registrations must be current through the issuance of a Certificate of Occupancy, including insurance and all applicable State Certifications. TYPE NAME OF CONTRACTOR DUBLIPI REGISTRATION NO EXCAVATION* F-agie Urading 121- 7 CONCRETE# Carl Gioffre Con rete 1575-)7 MASONRY STRUCTURAL* Com ete Carpentry. 6-07 ELECTRICAL* Safeway Electric 277-07 PLUMBING* Accurate Plumbing 17-07 HVACi* American Air Comfort 'tech V 1486-)7 INSULATION ROOFING* Com lete Car ent Inc 6-07 (DRYWALL SIDING SANITARY SEWER* Eagle Grading Lzl-07 LANDSCAPING Eastside Nurser 94-07 FIRE PROTECTION UNDERGROUND FIRE ALARM FIRE SUPPRESSION PAINTING OTHER *MUST BE COMPLETED AND AVAILABLE AT TIME OF FRAMING ItISPECTION AND A COPY AVAILABLE FOR THE INSPECTOR TO TAKE TO OFFICE. Excel/Subcontractor Disclosure Update 2003 Division of Bi lding Standards 5800 Shier Rings Road Dublin, Ohio 43016 CITY OF DUBLIN Phone: V/rDD 614/410-4670 hupection Line: 614/410-4680 Revision. Application Application Number 07 ZoND 8Z Address 1351 LtNvEA L jg Reason for Revision ca L G ?IQ SM. **Note: All revisions must be clearly highlighted or clouded on all the revised plans and plot plans.** Contact Name o Contact Phone Number tA,-Z-L8 - 6464 For office use only Revision is to be reviewed by: Building Division Planning/Zoning Division. Engineering Division Major Revision Minor Revision Supplemental Information Updated 5/082001 11/06/2007 10:18 FAX 614 228 2454 VIRGINIA HOMES Z003 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~-4 W ~ ,~•o ?'ice. CZ1 =W: A d . o~ 40. 70.91 ® ~ ~ ~ ~ x ~ ,••~~~~saer ile . ~~4~, M v 5 021d .G/L-11 09C Md.4/L-II r W x W Q x W X W N to W O I i w O~~OC @cVx~ Fn3~ a mesa z/1 L-,-, ~ Z 1 ~ "IWZ/Ibx~/El(~ LLI di IXOIM -1--1 Z 1- 11 1~ II I ~ N O I I I J Ill I-b (Z,! ;fro - - - W Cj) CL ,ry`t W - m ~ r O RS - ~ J u z q Q t!1 it J ~ u7 OC ~V 0 LL W -:14T40 Vol' Om4aio x~ I iv 0v d~j x x = of d3 I ~ 3 '7'0.91 A W8 '11S ~c X 01 M 04s: 021d .8/1:'ll I I N ------r---- ~'-Z~ ~ - 13~170d WV3f I ~ xx ~ W~A '~15 AI X Q M d33a .ZII-G APPLICATION FOR BUILDING PERMIT • This form is provided by the Building Industry Association of Ohio as a public service. THE Builders PERMIT NUMBER O 4. D,(:) \ o2) 3- Issued in Ohio Under Authority of Dublin RECEIVED Auditors Taxing District 273 Parcel Number 0 JUL 11 2007 Address of Property 7353 LINDEN LANE L a BUILDING DIVISION p Subdivision RIVERSIDE WOODS Lot 6 CITY OF DUBLIN 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 if G Designer's Name Phone Number d 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 $408,200.00 Number of Bedrooms 4 Heating Fuel Natural Gas Number of Gas 4 Appliances Per Unit Number of Baths 3.5 Sewage Disposal Public Garage Type Attached Building Height 35' Water Supply Public Number Car Garage 3 o Building Zoning Unfinished Basement 2376 ,237 Lot Area 16,142 E Finished Basement N/A Total % Occupied by Structure 19.47% Lower Level Front Setback 35.44 1st Floor 2376 IZ7& Rear Setback 25.94 v 2nd Floor 890 $16 Right Setback 38.21 a 3rd Floor N/A Left Setback 13.46 a Other Lot Width at Building Line 60.00 Garage 737 7,30 Deck/Screened In Porch N/A / Zoning District Gross Square Feet Existing Use of Property VACANT Building Area at Ground Level 3143 Living Area 3266 Flood Plain ? YES ? NO o- Z' Excavator License Number Fee Schedule c 0 a Plumbing License Number Initial 400, Electric License Number Occupancy G 0-0 Q HVAC License Number Footage U, 5 Fireplace License Number Zoning C O V 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 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 proposed change or alteration in accordance with the plans and Gas Piping u a specifications submitted herewith, and certify that the information and statements given on this application, Other a ,?D drawings and specifications are to the best of their knowledge, true and correct. Signature of Applicant Total Date Received Date Received Date Received a~ Date Approved Date Approved `71..2 4-11 0,7 Date Approved . a\ Q V 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 . . . . . 07-00201082 Date 8/20/07 Revision number . . . . . . . 2 Property Address . . . . . . 7353 LINDEN LN Parcel Number: 273-011496 Alternate Address: RIVERSIDE WOODS #6 Tenant nbr, name . . . . . . SQ FT 6372' Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . . . VIRGINIA HOMES, LTD. Permit . . . . . . RESIDENTIAL BUILDING PERMIT Additional desc . . Permit Fee . . . . 580.00 Plan Check Fee .00 Issue Date . . . . B.c'k.Q'T-~L Valuation . . . . 0 Expiration Date . . 2/16/08 Qty Unit Charge Per Extension BASE FEE 140.00 11.00 40.0000 RES BLDG PLAN REVIEW 440.00 Permit . . . . . . RES HEATING, VENTILATING, A.C. Additional desc . . Permit Fee . . . . 270.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/16/08 Qty Unit Charge Per Extension BASE FEE 50.00 11.00 20.0000 RES HVAC 220.00 Permit . . . . . . LOW VOLTAGE ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 150.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/16/08 Qty Unit Charge Per Extension BASE FEE 40.00 11.00 10.0000 RES ELECTRICAL LOW VOLTAGE 110.00 Permit . . . . GAS LINE PERMIT Additional desc . . Permit Fee . . . . 70.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date 2/16/08 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 . . . . . 07-00201082 Date 8/20/07 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 . . 2/16/08 Qty Unit Charge Per Extension 1.00 1600.0000 EA WATER DUBLIN .75" WATER TAP 1600.00 Special Notes and Comments 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 TWO, 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 ocur during the landscape phase of this house. Placement of the TWO 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 WALKS, PATIOS, DECKS, ARE NOT PERMITTED IN NO BUILD ZONE. NOTE CLOSE PROXIMITY OF HOUSE TO NO BUILD ZONE. 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 . . . . . 07-00201082 Date 8/20/07 Revision number . . . . . . . 2 Other Fees . . . . . . . . . RES BLDG INSPECTION 590.00 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 2670.00 .00 .00 2670.00 Plan Check Total .00 .00 .00 .00 Other Fee Total 5784.00 .00 .00 5784.00 Grand Total 8454.00 .00 .00 8454.00 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) Application No. ©-4• ao k o% f AIL Ia7 Date OKew ? Remodel fr3HResidential ? 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 -7 3 5 3 I /I I N ~c LA Parcel No. Subdivision/Project Name /Z IV ttiSicl Q- (`3oo-J S Lot No. C Owner's Name V /'/L: I I~i t A ` iq C Telephone -2-)el a YOY Contractor's Name ACL.URPrt C A/ .M b1'_ 7 NL Telephone 571 L -°/S / Contractor's Address '7 j c?~;- S Dublin Registration Number 0 7 -/7 Does the sewer discharge into an individual sewage disposal system or sanitary r sewer? How far distant from any dwelling, well or cistern is the sewage tank? N 1 What is the size of the main drain? I LI. Of what materials do the vent pipes consist? p dc Of what material does the house drain consist? PV 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 30 Number of remaining fixturesX $10.00 = $300, Number of remaining fixtures X $12.00 = $ Total Inspection Fee $3501 o_3 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 Garbage Disposal 1 Showers .2- *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 Washing Machine Dilution Sump Mop Sinks Water Closets Dish Washers i Outside Faucets Water Lines f Drinking Fountain Roof Drains Water Storage Tank Floor Drains Rough-in Openings for Future 3 Other Garage Catch Basin Sewage Ejectors GRAND TOTAL Division of Building Standards 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 . . . . . 07-00201082 Date 10/05/07 Revision number . . . . . . . 2 Property Address . . . . . . 7353 LINDEN LN Parcel Number: 273-011496 Alternate Address: RIVERSIDE WOODS #6 Tenant nbr, name . . . . . . SQ FT 6372' Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . . . VIRGINIA HOMES, LTD. Permit . . . . . . PLUMBING PERMIT Additional desc . . Permit Fee . . . . 350.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 6/29/10 Qty Unit Charge Per Extension BASE FEE 50.00 30.00 10.0000 EA RES PLUMBING >1 FIXTURE 300.00 Special Notes and Comments 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 TWO, 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 ocur during the landscape phase of this house. Placement of the TWO 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 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 . . . . . 07-00201082 Date 10/05/07 Revision number . . . . . . . 2 Special Notes and Comments unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 WALKS, PATIOS, DECKS, ARE NOT PERMITTED IN NO BUILD ZONE. NOTE CLOSE PROXIMITY OF HOUSE TO NO BUILD ZONE. 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 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 Date Application No. C 2 APPLICATION FOR ELECTRICAL PERMIT Job Address ri '3~ J ~-tr~ey) LrN Parcel No Subdivision 8114 ersi(AC, ~~S Lot No. LP Owner Name V I rQ Y11Q. S Telephone Contractor Name ~ r Zku-hbris+ `Y)C- ' Telephone WLA-1kC(T 9W Contractor Address Dublin Registration No. Off ' ~C1 t O Residential: New Sq. Ft. Alteration/Addition Sq. Ft. Temporary Service $40.00 $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 $ 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 Code regulating construction, installation, repair and alteration, and may be revoked at any time upon violation of any provisions said laws. 1011 1 LA'.. Signature of licensed contractor or homeowner Division of Building Standards a 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 . . . . . 07-00201082 Date 8/24/07 Revision number . . . . . . . 2 Property Address . . . . . . 7353 LINDEN LN Parcel Number: 273-011496 Alternate Address: RIVERSIDE WOODS #6 Tenant nbr, name . . . . . . SQ FT 6372' Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . . . VIRGINIA HOMES, LTD. Permit . . . . . . TEMPORARY ELECTRIC PERMIT Additional desc . . Permit Fee 40.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 2/20/08 Qty Unit Charge Per Extension BASE FEE 40.00 Special Notes and Comments 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 TWO, 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 ocur during the landscape phase of this house. Placement of the TWO 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 2 Application Number . . 07-00201082 Date 8/24/07 Revision number . . . . . . . 2 Special Notes and Comments Contact PLANNING DIVISION 410-4600 WALKS, PATIOS, DECKS, ARE NOT PERMITTED IN NO BUILD ZONE. NOTE CLOSE PROXIMITY OF HOUSE TO NO BUILD ZONE. Fee summary Charged Paid Credited Due Permit Fee Total 40.00 .00 .00 40.00 Plan Check Total .00 .00 .00 .00 Grand Total 40.00 .00 .00 40.00 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 Date (.(il Application No. 0 -1 APPLICATION FOR ELECTRICAL PERMIT Job Address 73 5~1 L! k1dif r1 Ln n'-e__ Parcel No. Subdivision T\V'C irU, Luc c) c4 Lot No. co Owner Name V~ n 1 ) JD MC- ~ Telephone Contractor Name Telephone t f J y 3 ~13 Contractor Address Dublin Registration No. Residential: New Sq. Ft. Alteration/Addition Sq. Ft. Temporary Service $40.00 $40.00 Minimum plus $20.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. 200 ' 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 y 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 Code regulating construction, installation, repair and alteration, and may be revoked at any time upon violation of any visions of sai ws. Signature of licensed contractor or omeowner 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 . . . . . 07-00201082 Date 11/08/07 Revision number . . . . . . . 3 Property Address . . . . . . 7353 LINDEN LN Parcel Number: 273-011496 Alternate Address: RIVERSIDE WOODS #6 Tenant nbr, name . . . . . . SQ FT 6372' Application type description RES SINGLE FAMILY DETACHED Property owner . . . . . . . Contractor . . . . . . . . . VIRGINIA HOMES, LTD. Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 260.00 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 5/06/08 Qty Unit Charge Per Extension BASE FEE 40.00 11.00 20.0000 RES ELECTRICAL SERVICE 220.00 Special Notes and Comments 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 CHOPS, CITY FORESTER Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree placement A Minimum of TWO, 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 ocur during the landscape phase of this house. Placement of the TWO 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 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 . . . . . 07-00201082 Date 11/08/07 Revision number . . . . . . . 3 Special Notes and Comments unit including utility features and air conditioning units. Contact PLANNING DIVISION 410-4600 WALKS, PATIOS, DECKS, ARE NOT PERMITTED IN NO BUILD ZONE. NOTE CLOSE PROXIMITY OF HOUSE TO NO BUILD ZONE. Fee summary Charged Paid Credited Due Permit Fee Total 260.00 .00 .00 260.00 Plan Check Total .00 .00 .00 .00 Grand Total 260.00 .00 .00 260.00 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 5800 Shier Rings Road Dublin, Ohio 43016 Phone: VITDD 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 Company: Applicant: q V~Qr~QeC Site: L_t n--Q~?'7 (Provide Detail Plot Plan of Lot) Lot No: Application No:O r O O Subdivision: PLEASE DO NOT MARK BELOW THIS LINE ? No Violations/Inspection Approved ? Violations/Disapproved U Approved For Conditional Occupancy ? 1. Clean Curb & Gutter ?10. Adjust Manhole to grade (Sanitary/Storm) (Ord. 28-98, Sec. 97.38) Lill. 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 ? 5. Erosion Control/Sod or Seed (Ord. 7-75, Sec. 150.039(J)) (Ord. 40-98, Sec. 53.090 (G)) (O.R.C. 723.011) ? 6. Replace Damaged Asphalt ?14. Adjust Watch Valve to Grade (Ord. 35-74, Sec. 97.37 (A & B)) (Mainline/Fire Hydrant) ? 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: Re-Inspection: ? Approved ? Disapproved ? Conditional Inspector: Date: Pnninccrinn Final Incnartinn WHITE - Site YELLOW - File E 304 rev. 12104 PP 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 '0 Application No. 7' 02Q 1®8.2. c o N Date Reviewed `7 y E E m ° m v o c a Plan Reviewer's Comments & Notes Reviewed By o D ° Z d a a U (A v d ° Approved Disapproved o H Z N > t c d OBSC Model Energy Code ME C Check worksheet required Manual J/Electric Loads A uses over 3,000 Sq. Ft. Ordinance Stair Risers & Treads 7 4' max. riser 10" min. treads and 6'8" headroom R303.6 Stairway Illumination R311 Handrails & Guards R312 • Sc dules Required on Plans; houses, additions and R303.1 Light & Ventilation Schedules ? sunrooms R306 I R307 Sanitation - Fixture Clearance Figure 307.2 R308 Required Safety Glazing i 3/9 s. c. or 20 min. door and 5/8" gyp. Bd. Type "x" on R309 Attached Garage Fire Separation all cemmon walls per City Ordinance R310 Bedroom Emergency Egress 5.7 sq. ft. (24" net hgt. 20' net width) max. window still hgt. Of 44" a.f.f. R311 Exits R311.4.2.1 Interior Doors ? Bath 2'4"x 68", habitable space 216"x 6'8"(min) R311.4.3 Landings Minimum 3' x 3' R311.2.2 Understair Protection 112" gyp. Bd. Type X" R313 Smoke Detector Locations ? Bsmt./hallway/bedrooms wired to prime electriclbattery pack - upfinterconnected Ordinance Carbon Monoxide Detector Outside sleeping areas R317 Foam plastic separation R401.4.1 Soil bearing capacity Use 1,500 psf R403 Footing/pier/pad size & location(s) R403.1.6 Foundation anchorage see 112" anchor bolt @ 6'0" cc; 7" into masonry & concrete Stamped engineered foundation plan required for R404 Foundation wall sizes & reinforcements houses and additions R405 Foundation drainage systems R406 Damproofing or waterproofing R502.3 Floor joist(s) allowable spans ? Lumber specifications required on drawings R502.5 Allowable girder spans Per Tables R502.5(1) & R502.5(2) R502.6 Bearing 1 1/2' for wood & steely 3' for masonry & concrete R502.11.4 : Floor Trusses Vol Engineered design required at Frame Inspection PLAN REVIEW CHECKLIST C 10 T ° w E E ° a, m ° o` m M .a c E Z Q. Plan Reviewer's Comments & Notes m a _Q o !E ° y Z N 3> C d R503 r, , Floor sheathing R(402.2) R 506 Concrete floors on ground R602 Wood wall framing R602.7 Headers R602.10 Wall bracing Tables 502.5(1) & R502.+5(2) R603 Steel wail framing R703.7 Masonry veneer R802 Wood roof framing Table 703.4 R802.3 Framing details Shew truss profiles on root plan R802.4 Allowable ceiling joist spans R er ties, joist not perpendicular 10 rafters R802.5 Allowable rafter spans t R802.10 Roof trusses c R807 Vol Stamped engineered roof trusses required at framing .1 Atti c access inspection R1001 Masonry chimneys 22"x 30" R1002 Factory built chimneys ? Spark arrestor with rain ca R1003 Masonry fireplaces p perCity Ordinance R 1004 Spark arrestor with rain cap Factory built fireplaces ? Tabli 1003.1 & Figure 1003.1 R 1005 Exterior air supply M1701 Combustion air R602.3.1 Stud size & spacing 50 clfbic per 1,000 btu/h Table R602.3.1(2) 4 • r t Front & Back Form Revised 04/12/05 t ' 12%07/2007 09:33 FAX 614 487 8181 -!K8RDA-NEMEsTH ~ "U1 i TRANSMISSION VERIFICATION REPORT TIME 12/07/2007 09:20 DATE,TIME 12107 09:19 FAX NO./NAME 2282454 DURATION 00:00:13 L PAGE(S) 00 RESULT MODE STANDARD NG : POOR LINE CONDITION December 6, 2007 Mr. Jim Bishop Davidson Phillips, Inc. 209 East State Street Columbus, 011 43215 RE: Lot 6 Riverside Woods 7353 Linden Lane Korda rile: 2007-1014.11 Dm Mr. Bishop: This letter will confirm that it is acceptable to use Southern Pine No. 2 or better 2 x 10s at 24" on center instead of the SPF No. 2 or better 2 x 10s at 16" on center called for on the plans. In addition, there is certainly oo problem with using two 13/4 x 16 LVLs instead of the one 13/4 x 16 LVL shown in the plan. If you have any questions or require any further information, please do not hesitate to contact me. Yours truly, nft~, 4t r KORDAINE~TH ENG .FRTNG,1NC. % DAtiID 'o ulCurigEz~ginee ALLEN , David A. I pple, PE uccoia ,a DAY/arm Korda/Nemeth Engineering, enc. - Consuhing Engineers c,,e inn _ rr,iil,mh„c Rhin 43215-7010 . TFL 614-487= 650 . VAX 614-487-8961 - WE9 momkordra corn 12/10/2007 09:25 6148898103 PAGE 03103 Dec 07 2007 1:00PM HP LRSERJET FAX 6144313377 p.3 : C-11 -z- DAMAGE GREAT LAKES blVtSiON JOIST ~s~70 W. rnn ST. 6 sCM 6LVD. SUITE 196 SUITE 2W REPORT AWN W& 7 COLUMBUS, OH 43M F by w.rrtla.les~.. Backer block: Install tight _ to top flange (tight to ` bottom flange with face mount hangers). Attach with ten 10d (3") box nails, clinched when possible. ~1! er block both sides o with single TJle jois TJ1@ 110 X 12" MIN. LENGTH FF12 MODIFIED TJIO 230/360 1" NET X 12" MIN: LENGTH TJI@ 560 2x X 12" MIN. LENGTH •TMIS ANALY9i8 i8 "A8ED UPON'IME IHFQFWATIQN P*0V10E0 TO ILCVCL. ANY DEVnATIQM FRO1N THIS INFOPMAIION WILL PYAOMCT' FM-R z"" TEC?i CAW WRI REQUIRE RE EYAlVA71ON. 'S HE PRnIECT PiJ~NS Hl1YE NOT 6EBN RNIiN1E0 T~ OETE 1F ?i1000CT A?FIJCATION, DESIGN LOAOi~ ANp o1M61ts10NS ARiw CORfiECT. AlV AU7NORI7V FAWUAR wITM TI/E ST7ivCTUlIE MUST CONFIRM T1f DATE: 127107 PAG E 2 VAUUITY OF TIC LOADS AND DIMEN010M 3,40WN 2. oF 12/10/2007 09:25 6148898103 PAGE 02/03 Dec 07 2707 1:00PM HP LRSERJET FRX 6144313377 p.2 0' - _7_® 1n Y 2- J C71 ST DAMAGE YGRE'°'T E.AKI+S DIVISION x570 W. rnh ST, f 004 P OLARIS PKWY. ~ SUITS 198 SUITE SC0 REPORT 1 RDW4k MN COLUMBUS, ow 43M ;soo~asa-t4Zr zr (W)460-4707 by Weyeitwou FAX00?)MM-1117 FAA:(814)$3r,W7P PROJECT INFORMATION. FIELD INFORMA71ON PROVIDED BY: DATE: 12f7107 NAME: BRUCE MOUNT$ _ - JOB NAME., _LOT 6 COMPANYIL"OC.: BAKER LUMBFR JOB ADDRESS- RIVERSIOE WOODS PHONE: (6 1 41 8 89-834 1 JOB CITY, STATE: DUBLINtC~H _ FAX: (6141 2399 EMAIL: JOIST SERIES: TJik4W JOIST DEPTH: 11-7f8" - APPLICATION; -FLOOR JOIST SPACING., 16" LIVE LOAD (PSF): 40 - 11 OF DAMAGED JOISTS: 1 _ DEAD LOAD (PSF):, 10 INDICATE ALL JOIST OPANS AND 8FWNG TYPESA CATIONS ON ISRAWINO SELLW1 . LOCATE Alb DIMIENSM ALL FLANGE ANDM OYES au*GE, FOR POINT LOADS OR AVOITIONAl LOADO OMCR TmM rfVV L JOIST LOADS iNb"TED ABOVE. SHOW LOADS ON DMAYMW OR INOWK TJ-5E41AS OR'IJ•nrMlVd=r CALCULATIONS. INDICATE JOIST ACCE891SILITY 01144310M TO PIPES/WE2EomcTS ON JOIiT 6f:G7I0141 EXISTING C7N, UIITION - - I 111-7/8" TJi(& 360 I X16" ON CENTER (LEVEL RESPORSE BELOW R FIRED REPAIR QQ j r, 21 114" X 111/5" 1.9E MICROLLAMQ LVL ~11-718" 16® 360 t ON CENTER S}MPSC7N STRONG-TIES C1ll IUT11 HANGER > I~- 10-10dx1-112 2-10&1-1/2 ' IU73512 HANGER ~ - - 10-10dx1-112" 2-10dx1-1/2" T~ te-m° 'INSTALL BACKER BLOCK 0 " NET), AT ALL. HANGER TO JOIST CONNECTIONS (BOTH SIDES) AS SHOWN ON ATTACHED DETAIL. H2 MODIFIED "CONNECT TOP FLANGE TO SHEATHING FROM ABOVE COAMPLroM SY: M. CwnnUgham, ILEVOL CAE AT LAKES DIV. PHONE; (800) 4584787 I THIS ANALY819 IS BASED UPON THE INFOWATION PROVIDED TO ILML ANY OEVIATION FROM Till INFORIIW.710N HILL PROJECT' R06,7C2771 TECH OALL 6SYfi7 REQUIRE RE-E'VALVATIOF- THE MQJEM PLANS HAVE NOT BEEN REVIEWED TO XTERMINg IF PRODUCT APPUGATKJN, DESIGN LOADS. AND DimamssoM ARE CORRECT. AN AVTHOIaITY FAMILIAR VNTFI THE STRUCTURE MUST OOw"m THE OAT€: i2r7loy PAGE: 1 OF VALIDRY OF THE LOADS AND VIM I!"IOH5 S "ID'/^ CITY OF DUBLIN Olvision of Buildi Standards,, 5800 Shirr - Rings Road • Dublin, Ohio 43016 Phone; (614) 410-4670 • Inspection line; (614) 41 D-46110 Application Number: ~7-2 SURVEYOR SUIL NO LOCATION AND FIRST FLOOR ELEVATION CERTIFICATION FORM 1, the undersigned, do hereby certify the foliowing location of building and elevation of top of " the foundation wall at th reterenced 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 refereno to the City of Dublin Codified Q inence 1305.02(k)), prosy ner: IFOtlV NIA HOMES Subdivielo5: IDE WOODS IN K LIN N LANE Approved Foundation levatlon 855. Feet above mean son level. Actual Top of Founded n 885.50 Feet above mean ses level. i eaast r. Professional goal: `s ~I i gnsture of Surveyor: Ii $15012007 i' i !I This form is to be complet I prior to the foundation inspection and must be made available on-: ite with the approved prints. I i I 12/10/2007 11:50 6148898109 PAGE 01!01 In r fi n 1 1 i 1 'p aj I, W kg r~ V, 7 n. 0, N co ~ rr u rA q A ~}iJ crQ Of7 Jjy~ 1 ~6.d1 0'r C1 r-"1 CJ G' Wd ' , N M, 95 Vi v1 Y "*i o and+CJ oPU l~ to ~JJ Cr U t~ ut d hi t,a N vi ,T fJi wwrl caN~i y1 fP . f 1' (:6 ri t. tr. C. V, 2r) ma`y'` ~ ~ (SCy! i~l c '(n~ y ~q~t (iyQ]~ r ~J a ~ . (n ~ , ~ ~ \I I.a it jj ~ F ~E N tj r ~ W, N j Y @ rt iJ1 C(! \ bbbdll qq W 1 ~ 4 C.l. t..i A ` . iq ~ ~ ~ ~'i' ,i3 t:7 ~ 7 tp fn ~ ' F p• cry r. ~ O h~„y+ ~ u r {{w 'r' ~ tad ~w' ~ ,^a r . ~~yy J ~~ti,rrlN-, , k MtD.g [A 60 0 1,l:~ ti„1 R+ 1 i},~j D;, 'tr1~ t(M~ f.M vW tl' NI N h1 tfJ ~f "R 7 a FOt !0 t7 r N ,Ny ~i YYa VVAA a9 y G. a yc _ r ~ t,{ a ~.m ~ ~ ~ ~ ~ ~ L•1 ~ ~ ~ ~ ~ ~r1f ~ r•n ~tj~'- u~t N (1,6 N {Or] r j k j Id rt In '''S M ~ . ~ Q ~ ••J 57 ~1 h,. Vr ir• Y, F'. ~i ~ I~r. rA ~ V j Ix c n o f it V fin' ~ A' r•r M t~ , , o ' _ "F ~ x ~ a r.. Q o. y4 w o 6 t74 o v, o cal rna9 , " A a f a t~ ply tt 7 0 VI ~t' Cf 1•t 'W rY as m p, t) rr ' 1 tt//yy W I. n 0 to ~ ' CL f7 h 1• pr ( v,1•n ti Ur rl. ,.17 CCC~~~444 M 04 rr~~ tv N~ St r1Nt'rfrrr~' rY.r~ t 1, vi O Q o © R' aT ,~1'.~7vH rl k k ~rl e~ ~ici uN i F'' ~ _ ^ • ~1 ~ t• rt n iii N tT ny ..7 ~y ! c~ b . V b d ` n ti `-1 I ~J l ` •C3 ow i k i f, 1.r y r ~•I r jC r/7 ~ 1 t ~ i _ i~ ~ l j , t 1 1 I ~ V p ~ ~ `r (11 3> ~t i ~ ~ r'~ to ~.;•i rir7 r b; k r p. 11 a W r+ rti r' n tz r) It ~ H t~ O0 { .rlrlr.,.edl.r^^~•• a; Il .i O Oi IA r•,e i 1 , U i,,,1 r !R ; ~ u It'• in, u. a tl N ~ ~ ~ 11 7 1 k S n Y r1n1 llu .t flu I P, f T I V A ) n I n n~rn ai.°J1 Gt'vt U0: Jd rAA 1614 457 3 ff' TRANSMISSION VERIFICATION REPORT TIME 122/07/2007 09:20 A E 09:19 FAX NO ./NAME 2282454 DURATION 00:00:13 PA RESLLT GE(S) 00 MODE STANDARD ` 1,4G : POOP LINE CONDITION December 6, 2007 -Mr. Jim Bishop Davidson Phillips, Inc. 209 East State Street Columbus, Ulf 43215 RE: Lot 6 Riverside woody 7353 Linden Lane Korda tile: 2007-1014.11 Deal: Mr Bishop: This letter will confirni that it is acceptable to use Southern Pine No. 2 or better 2 x I0s at X' on center instead of +,he SPF No. 2 or better 2 x i 7s at 16" on center called for on the plans. hi addition, there is ecrtainly no problem with using hvo 13/4 x 16 LVLs uistead of the one 13/4 x 16 LVt, ahown in the plan If y ou have any questions or require any furthcr inforn-Ation, please do not hesitate to contact me «•,,,~.r .t Yours tndy KORDAiNBMETH FNG :RRrNG, INC. , x::31! ~ 17 avid A I pie, FE DAN-arm Karma/Nemeth Eng neering• !rtc.. Consuhing Engineers lljh'~~'+1~kFrmdrk C-4t. $Air,i 200 Cot4rrbus. Ghi0,132' 5.7010 . TEL '3'4-4e-"-'%350 . FAX 614.487-8a81' VVE9 www.kcfet corn J 6L I I i i ~.r+ I IOw adf d,~1J ~L I _qA 01 Lg jag S/yl 4/4P I - woup-japun ,oath V aaS / ~ 0S•S •nu1 N J OO $//SDG L WZi?-0 X 9 o6 a~ 00 V6. ti S Z'Z88 '01 -0 X~ X88 ~ F88 ~ Z~ . ~ za8 L y 9 ,egg 21'188 0 9•iFB~ •588 1 titi ' ~ of ~ t~88 ON 068 O'£88~1 r x3- 8F88 F88 w £88~Y - 8 6f88 9f8871. 6 r88 0-688 0 X88 ~0 ~8j • y "L S4 m o•S88_ _ o ~ .x3 6: r I t CIO cb 150 Chandler Court REVISION DATE & REQULb,` Westemlle, OH 43082 1 1 08.01.07 AB ADD STOOP E-Mail: hoyNN inc@aol.com v A. Phone (614) 895-1922 ` i Survey Fax (614) 895-1949 SURV YING s Construction Fax (614) 895-9549 SERVIC S, INC. 5 FC~i VIRGINIA HOMES HOUSE STYLE 515 "B" LOT/SUBDIVISION 6 RIVERSIDE WOODS CITY OF DUBLIN SCALE v = 20' PB. 107 PG. 42 DATE 06.29.07 ORDER NO. DRN. TB/NV CK. FLOOD ZONE X COMM. PANEL 39049C PAGE 0126G DATE 08/02/95 MINIMUMS R: 25' s: 7'/15' LOT 7 LOT 6 "LANDSCAPE CODE REQUIRES AT LEAST TWO, 2-1/2 INCH DECIDUOUS TREES IN THE FRONT YARD OF THIS LOT. INSTALLATION GAH= 883.4 GAH=884.6 WILL OCCUR DURING THE LANDSCAPE PHASE OF THE HOUSE., 1 PLACEMENT OF THE TWO TREES WILL BE FIELD-VE IE B 0.75 p~ THE CITY OF DUBLIN PRIOR TO INSTALLATION." Stt~ rest Required 7- 882.0 CALL CITY FORESTER BEFORE ORDER AND INSTALLATION SECTION C-C SEPN ATE 0'.'J^IER!CMC ASSCC!ATICiJ R'r:VIE1,J 1T1P 1rJ,,V UI~`,L tPOCE REIJ~RFj OR I 1_1 Tc LINDEN LANE 60 /',PPLC Ai!T IS I~ESi'I!S!i.LE FOR CGi'v1i'LiAit'.;L V"11 III ALL APPLICACLE RESIRICTPJE C( f!','ck.,`.^iTS ,,II`` A!JD DECD RES' 1F!CTiL iS kEQUIRED BY TITLE ~~b'~I j0O~ ~S5 G1 b4; A O ~b 0 00,0011 4A_600 81.94 19 R=60.00 ~cy/r #P,>' WATER ,j- - - gg2.13 li Y J 201 CALL INSPL° TiON LINE TO oJZ `9A TAP SCHEDULE NSPECTION EASE SLOPE= mss, MEl\1 T 4.40% J X81 0 - - 35.44' _ boo - 46~ 16' DRIVE 5 LDC. (55.83') ''^--•-~.NE.. . , . 7 9.00M12.6 F.F.=887.00 F.F.=885.40 12.67 -,t 'n A. 142.06) a Ors 6.67 6.67 ° 1~t CA ~ 11.67 co N 29.94 i N ~ 12.00 F.F.= 886.60 r' T.O. W.= 885.60 ? `fl ~d BASE= 877.85 ? 0 12.00 ~ age o0 14.42 UNIT ' 32.33 ~ 12.58 Screen All ~vl o P^' 884.60 FROM pip f Units ` ' 3'X3' WD ` 25.94, STOOP Pl.ANN1NG DIVISION 1~ , g1 879 00 C• 50 25, $~9 2 NE IL107 A 281 S67a38,12„ 89 ,4g~~E E Z$>0 1 879 50 ZONING C( LIANOIS NOTE: WATER SERVICE SIZE = 3/4"." EAT k APPROVED AS ~~~W~ olDubt n~~ ; . ~ I!~ . CITY OF C UBUN, OHIO City BE INSTALUO AND INSPE D ° ~-(Cp -0 7 VC APPROVED AS NOTED i CALL PLANNING DNISION FOR NSIyECj10 t E PP o 8 - o8 al NOTE : BUILDERS TO PROVIDE 1 TREE PROTECTION DURING ALL BUILDER TO MAINTAIN PHASES OF CONSTRUCTION. EROSION CONTROL PLOT PLAN We hereby certify that the foregoing PLOT PLAN was prepared from information provided by the Client and data obtained from Engineered SQUARE FOOTAGE DATA I HEREBY CERTIFY THAT THE purpose Subdivision Plan. This Plot clan is to used by the Plot for the sole purprposse of f obtaining a building permit it. The use of the he Plan n for any FOR HOMEBUILDER PRICING AND ESTIMATION PURPOSES ONLY GRADE ELEVATIONS SHOWN ON other purpose is strictly prohil4ed. v LOT 16,142.0 OF WALK 179.0 THIS PLOT N ~ . ~~~'~~P~~ ~y S~ ,Q~ 11 173.0 RESULT OF AN "~.~~~~s Ho4 3143.0 SODCOV. , AS $UILT"SURVEY _ 9RIVE 1479.0 LOTCOV. 19.47% PERFORMED ON 7313 s ,H 204.0 By '11t'G 5750 Chandler Court REVISION DATE & REQUEST Wesjerviltq,, OH 43082 1 , E-Mail• i1OYssinc@aoLcom H ~ y p,~le (614) 895-1922 2 Survey Fax (614) 895-1949 SURV YING 3 Consfruction Fax (614) 895-9549 SERVIC S, INC. FOR VIRGINIA HOMES HOUSE STYLE 515 "B" LoTisueDlvlsloN 6 RIVERSIDE WOODS ? SCALE 1" = 20' V11, PB. 107 V PG. 42 v/ DATE 06.29.07 ORDER NO. CI of F DUBLIN DUB CK. FLOOD ZONE X ? COMM. PANEL 39049C ? PAGE 0126G RN. ? TB/NV MINIMUMS R: 25' DATE 08/02/95 ? s: T/15' LOT 7 LOT 6 "LANDSCAPE CODE QUIRES AT LEAST TWO, 2-1/2 INCH ? DECIDUOUS TREES THE FRONT YARD OF THIS LOT. INSTALLATION GAH= 883.4 ? GAH=884.6 WILL OCCUR DURIN THE LANDSCAPE PHASE OF THE HOUSE. PLACEMENT OF THE W0-TREES WILL BE FIELD-VERIFIED BY ,0.75' r ? THE CITY OF DUBLIN OR TO INSTALLATION." I 6.(O' V 882.0 SECTION - LINDEN L E 60' M m n /0 APPROV E U r1l cn • \ 8 O~ Q-600p 0 ` g81.94 50 c ~v 2 ~2,_ X p0 .3 R=60.0 rn `q b1 , gl ~1~ r r wATER,I.' - 8$2.13 Y o ° 4p TAP x,. 2p E B SLOPE= ss M m M 4.40% J g ~~1 35.44' o n ~0 1~ - _ - - $~o g6, 16' DRIVE 35' RL 00 M12.67 F.F.=887.00 F.F.-885.40 12.67 6.670 V N °o d o id J: o x.67 00 0 11.67 0000 N 29.94' f 1 F.F.= 886.60 12.00 ryl v/ t- T.O. W,= 850 V/ BASE= 877.85' 12.00 C °r po ~ o o S° 14.42 A/C UNIT ' 88 60 2.33 4 12.58 / . 2594 E ` 8'19 879 pp 25I 'No 9.50 Z O BUILD 1072 $ ONE. $9 36, V 567038,12 i V/ ~g2o21,p~? 879 SO NOTE: WATER SERVICE SIZE = 4"." ? `Gm'EERINGCOINWIJANCE City of Dublin PPROVED AS NOTED NOTE : BUILDERS TO PROVIDE F_PPO* _ 9(o •O_* TREE PROTECTION DURING ALL BUILDER TO MAINTAIN PHASES OF CONSTRUCTION. EROSION CONTROL PLOT PLAN We hereby certify that the foregoing PLOT PLAN was prepared from HEREBY CERTIFY THAT THE information provided by the Client and data obtained from Engineered Subdivision Plan. This Plot Plan is to be used by the Client for the sole SQUARE FOOTAGE DATA GRADE ELEVATIONS SHOWN ON purpose of obtaining a building permit. The use of the Plot Plan for any FOR HOMEBUILDER PRICING AND ESTIMATION PURPOSES ONLY other purpose is strictly prohibited. THIS PLOT PLAN ARE THE LOT 16142.0 WALK 179.0 RESULT OF AN "AS BUILT" SURVEY o HOUSE 3143.0 Soo cov. 11.173.0 PERFORMED ON STUM HOY J. DRNE 1479.0 LOT cov. 19.47% 7313 APPROACH 204.0 B DATE Division of Planning 5800 Shier Rings Road Dublin, Ohio 43017-2182 PLAN REVIEW Phone: (614) 410-4600 CITY of oLBUN DISAPPROVAL NOTICE Fax: (614) 718-4346 PERMIT# pl ~~f DATE - O lit/ EA X47 ICf tyi4LF~ VAy x Z,c~cN bows AR-A5 -Pff~1 TTY To MEFtrr ~S tee Q y t e~jm ~7-. ts ys~ 0/i `r3+4!~17 Fi?4~-)gr 6-=c-a(lA-Tr~~ cr rn vs7 6L_e VA TI-o~k)5. t eAe E6&-U. 4A:<-i-zs ~57-oA) e- A PPLI CAcTza), i ® m L'O c-- l 1 no 1A V To 13 cp -Z &A T V 505 ICERSP-S -T--O C0~ ~D E PLANS EXAMINER 'ADPRC\Forms\PLAN REVIEW-Planning.doc PERMIT NUMBER: CITE' OF DUBLIN 0~--2v1D~2 DIVISION OF ENGINEERING CITY OF DUBLIN RESIDENTIAL BUILDING PERMIT SITE PLAN REVIEW CI3ECKLIS T 7at wer: E pP Subdivision: Lot Number: 11 !,E OJ Address: Y ES NO N1A ITEM DESCRIPTION 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, V/ 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 s.0%, ? 7 Driveway width is less than 26 feet at the curb line and 20 feet at the right-of-way a 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, ? I I 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. ? 22 100-year Floodplain, Floodway, and Floodway + 20 feet is shown anlabeled , gJr FEMA FIRM Map Number: s2RDfCOI Z&& Effective Date: 23 Erosion control is shown, labeled and matches the approved construction drawings 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 1/ 26 Easements are shown, labeled and match the recorded Final Plat 27 The drawing scale is shown. 2S A north arrow is shown, ? 29 If a corner lot, address should be for street that the front door faces. ? Comments: REVIEW RESULTS: [9' APPROVED 0 DISAPPROVED 0 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. 1/172007 N:1P.n$in=in00LZC1'1ENGP0L019.dw Jul 10 2008 5: 13AM HP LASERJET FAX -7 1-.2 NMI Pro ect Summary Job: 5158 • 7 hate: 8!21/02 Entire House By: JRB American Air Comfort Tech, Inc. 5122 Trabue Rd.. Columbus, Oh 43228 Phone: 614851-0096 Fax: 814851-90D6 Email: esiiemerC oolumbus.rr.com Web: americanairheating.com r_ EFAFE e ! Y For: Virginia Homes 1152 Goodale Blvd. Columbus Oh 43212 Phone: 614-297-0464 Fax: 614-297-0383 Notes: n ~t ,it• Weather: Columbus, Int'I Airport, OH, US Winter Design Conditions Summer Design Conditions Outside db 0 OF Outside db 95 °F Inside db 70 OF Inside db 75 °F Design TD 70 OF Design TD 20 °F Daily range M Relative humidity 50 % Moisture difference 22 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 76512 Btuh Structure 42548 Btuh Ducts 0 Btuh Ducts 0 Stuh Central vent (0 cfm) 0 Btuh Central vent (102 cfm) 2239 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 76512 Btuh Use manufacturer's data n Ratelswing multiplier 1.00 Infiltration Equipment sensible load 44787 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Best Fireplaces 0 Structure 3429 Btuh Ducts 0 Btuh Heating Cooling Central vent (102 cfm) 1536 Btuh Area (ft~) 5190 5190 Equipment latent load 4965 Btuh Volume (ft') 40713 40713 Air changes/hour 0.30 0.20 Equipment total load 49752 Btuh Equiv. AVF (cfm) 204 136 Req. total capacity at 0.80 SHR 4.7 ton Heating Equipment Summary Cooling Equipment Summary Make RHEEM AIR CON Make Rheem Trade Rheem Trade Rheem RAKA Series Model RGRA-12(E,N)RAJS Cond RAKA-060JA Coil RCBA-6089 Efficiency 93,5 AFUE Efficiency 10 SEER Heating input 120000 Btuh Sensible cooling 44800 Btuh Heating output 113000 Btuh Latent cooling 11200 Stuh Temperature rise 55 °F Total cooling 56000 Btuh Actual air flow 1867 cfm Actual air flow 1867 cfm Air flow factor 0.024 cfrtVBtuh Air flow factor 0.044 cfm/Btuh Static pressure 0.00 in H2O Static pressure 0.00 in H2O Space thermostat Load sensible heat ratio 0.90 BoWtalic values have been manually overrWen Printout certified by ACCA to meet all requirements of Manual J 7th Ed. wr1gh1ts.oft Right-Suite Residentla16.0.53 RSR29766 2007-Jul-11 06:59:04 U:10wnarslMghtsoft HVACIAMERICAN AIR WRIGHTSOFTVIRGINIA HOMESWIRGINIA 515 B 8 21 02.rar Gale Page 1 07/11/2007 WED 05:00 [TX/RX NO 68131 17j002 Rd~ 7•~y. 0 7 7 ~ b1O 8'.•2 Permit Number REScheck Compliance Certificate Checked By/Date 2003 IECC REScheck So$ware Version 3.6 Release 2 Data filename: C:\MECCI ECK\006 RSW.rck PROJECT TITLE: LOT#6 RIVERSIDE WOODS CITY: Dublin (Franklin) STATE: Ohio HDD: 5719 CONSTRUCTION TYPE: Single Family WINDOW / WALL RATIO: 0.13 DATE: 07/10/07 DATE OF PLANS: 7/10/07 PROJECT DESCRIPTION: RESIDENCE 7353 LINDEN LANE DUBLIN, OHIO DES IGNER/CONTRACTOR: VIRGINIA HOMES 209 EAST STATE STREET COLUMBUS, OHIO 43215 614-228-0404 COMPLIANCE: Passes Maximum UA = 628 Your Horne UA = 585 6.8% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 1840 35.0 0.0 59 Ceiling 2: Cathedral Ceiling (no attic) 339 30.0 0.0 12 Exterior Wall 2: Wood Frame, 16" o.c. 2538 13.0 3.0 180 Basement Wall 1: Solid Concrete or Masonry 1256 0.0 5.0 109 Wall height: 8.0' Depth below grade: 7.4' Insulation depth: 7.4' Basement Wall 2: Solid Concrete or Masonry 520 0.0 0.0 20 Wall height: 8.0' Depth below grade: 7.0' Insulation depth: 0.0' Window 1: Other 387 ~ 0.490 190 Door 1: Other 42 0.200 8 Floor 1: All-Wood Joist/T russ: Over Unconditioned Space 113 19.0 0.0 5 Floor 2: All-Wood Joist/Tiuss:Over Outside Air 33 19.0 0.0 2 Furnace 1: Forced Hot Air, 90 AFUE Air Conditioner 1: Electric Central Air, 10 SEER COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in REScheck Version 3.6 Release 2 (formerly MECcheck) and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Builder/Designer Date RFScheck Inspection Checklist 2003 IECC REScheck So$ware Version 3.6 Release 2 DATE: 07/10/07 PROJECT TITLE: LOT#6 RIVERSIDE WOODS Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-35.0 cavity insulation Comments: [ ] 2. Ceiling 2: Cathedral Ceiling (no attic), R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Exterior Wall 2: Wood Frame, 16" o.c., R-13.0 cavity + R-3.0 continuous insulation Comments: Basement Walls: [ ] 1. Basement Wall 1: Solid Concrete or Masonry, 8.0' ht/7.4' bg/7.4' 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 Masomy, 8.0' ht/7.0' bg/0.0' insul, R-0 (uninsulated) Comments: Windows: [ J 1. Window 1: Other, U-factor: 0.490 For windows without labeled U-factors, describe features: # Panes Frame Type Thennal Break? [ ] Yes [ ] No Comments: Doors: [ ] 1. Door 1: Other, 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: 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 for skylight shads equal to or greater than 12 inches is R-19. Vapor Retarder: [ ] ( Required on the wann-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. [ ] All joints, searns, 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 offthe heating and/or cooling input to each zone or floor shall be provided. 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 of a 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. i 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 T or chilled fluids below 55 T must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot {Pater Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature F~ Up to 1" Up 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: Afininrum Insulation Thickness for HVAC Pipes. Fluid Temp. hisulation Thickness in Inches by Pipe Sizes Piping System Types Ran e F 2" Runouts 1" and Less 1.25" to 2" 2.5" to 4" Heating Systems Low PressureJTemperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 106-200 0.5 1.0 1.0 1.5 Stearn Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refigerant, 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) 112' DIA. X 10' ANCHOR BOLT AT 6'-0" O.G. ON ALL WALLS 6" THICK OR THICKER 6'-O" O.G. ON 4" BRICK LEDGE U51NG 18' 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 5HED WATER 8" POURED GONG. WALL GLEAN BAGKFILL r - ul PROVIDE BONA BREAKER FOLLOW 0.5.HA. BETWEEN WALL AND RECOMMENDATIONS FOR 5LOPE WHEN UN5TABLE GROINJD 15 ENCOUNTERED 6 MIL POLYRTHYLENE ~<<igrngrpej VAPOR 13ARRIER TAPE % JOINTS OR OVERLAP 6' pAMPPROOFING J`11 OF %O/%'~ p C9 4' GONG. 5LAB OVER 4' GR d MIN. GRAVEL PLACE ON p p H NATURAL UND15TURBED 5OiL p pp 0 0 RA;P~ r. 0 00'8000 3/4' GRAVEL BAGKFILL 00 0 Q751 0 ` 0 0 000000 iv :A~ 47 00 00 ~~i~0^~•.fcrsTEa;°•' ~Ch`~ N ~o~qj 0 opo 00 p WEEPHOLES ®48' OG. 8/0 Nq ~s~pCi~°°°° QlQ 4" 8.. 4- 3' l`" PIA. PLA5TIG DRAIN TILE FOOTING SHALL BEAR ON J PLACE WITH HOLE5 ON BOTTOM 1'-4" NATURAL M015TUR13ED 501L CONNECT TO SELF CONTAINED SUMP WITH PUMP OR GRAVITY DRAVIRGINIA HOMES 8'-0" FOUNDATION 1152 GOODALE BLVD MALL DETAIL COLUMBUS, OHIO 43212 8" CONCRETE WALLS TO E 3000 PSI 8"X16" CONC. FOOTER TO BE 2500 PSI PHONE: (614) 297-0404 FAX: (614) 297-0383 I 23. 5111s and slee ers on a concrete or masonry slab which is in direct contact 001= G0N5T>~UGT) ON G p t C /"tII N0T~5 hall be reservatlvel treated or deco resistant LNL~ L the round s with y y 9 P :n <t le later heartwood of redwood, black locust, or cedars. I. Trusses shall be pre-engineered by the manufacturer, all truss data and N I. Dimensional lumber used for all Framing, except trusses, studs, so p layout sheets shall be provided prior to framing inspection. and cap plates shall be SPRUCE PINE FIR No. 2 or better. (North) 24. Wood columns shall be approved wood of natural decay resistance or approved pressure preservattvely treated wood. 2. Rafters shall be Walled to telling foists to form a continuous tie between LIGHT & VENTILATION SCHEDULE N 2. Areas to receive the or marble floors may need to be stlFfened beyond exterior walls where foists are parallel to the rafters. Where not parallel, minimum code requirements to prevent cracking -budder and installer shall 25. protection against radon shall be installed as required per local )urisdictlon. raFters Shall be tied with a rafter tie, located as near the plate as determine same. ractical. Rafter ties shall be spaced not more than 4 Feet on center. 26. The maximium len th of a 4" diameter clothes dr er exhaust duct shall not p I es and ca later shall be g y Rafters shall be framed to ridge board or to each other with a gusset plate 3. Dimensional lumber used for wall studs, sole p at p p exceed 25 feet From the dryer location to wall or roof termination. as a tie. Spruce Pine Fir No.2 or better. Morth) REQUIRED AGTUAI. RE~IIRED ACTUAL 1FT~iPERED BEDROOM BEDROOM ^ ROOM 5(>~FT. WINDOW TYPE GLAZING 5Q. FT. GLAZING 5Q. FT. VENT 5Q. FT. VENT 5Q. FT. GLAZING NET. CLEAR OPG EGRE55 5Q. Fr. ~ W nt of 19AS. 3. Ridge board shall be at least I" nominal thickness and not less in depth than ROOM NAME ROOM S(>~T. 4, All dimensional lumber shall have a maximum moisture Conte the cut end of the rafter. At all valleys and hips there shall be a valley or " hip rafter not less than 2" nominal thickness and not less in depth than the 5. Where the term G ~ N is noted on the plan set It means glue and nail. cut end of the rafter. Hip and valley rafters shall be supported at the ridge O ~ M Gluing shall conForm to the Information stated below. Na11ing shall appl by a brace to a Toad bearing partition or be designed to carry and u H ~ enough clampin force to hold the glued mating surfaces in contact un it the distribute the specific load at that point. KITCHEN /BREAKFAST 50b glue attains ful strength. T 50b SING HUNG 40.48 1042 20.24 41b ;~-'L1' H O is to be used is 4. Roof assemblies shall have rafter or truss ties provided at load bearing b. Where gluing of wood members is specified the glue that ~ GONGR~T~ locations. DEN 154 DTI 0N5 NOUN Titebond Construction Adhesive as manufactured by Franklin International or 154 51NGLE HUNG 1532 28.4 1b6 142 ~ H ~ ~ equal. 168 51NGLE HUNG 13.44 28.4 b.12 142 I. The assumed soil bearing capacity shall be 1,500 psf U.N.D. 5. Roof sheathing shall be supported with blocking or edge clips w en ra ers DINING ROOM 168 m leted as Follows: or trusses are 24 on center or greater. T. Where gluing is specified it shall be co p I d. 2. The finished grade shall fall a minimum of b" in the First 10 feet from bulling GREAT ROOM 340 A. Place continuous bead(s) of lue on one of the surFaces to be g ue erimeter. b. Slopes less than four in twelve shingles shall be Installed over (2) layers of 340 SINGLE HUNG 212 61.8 13b Il.b r h W O ~ B. Nail so that surfaces are he d tightly together until glue attains full P #15 felt Iled arallel to eaves with 19" top lap and 12" end lap, with end v ~ 0 siren th. ~p p cedin coarse. g Iled IF It's earance w?II be 3• All concrete shall have a minimum 28 day compressive strength of 3000 psi laps located at least b feet from end laps in pre g LAUNDRY 51 51 51NGLE HUNG 4,08 6.4 2,04 32 ~ U G. Wipe away any excess glue which Is expe app exce t as noted. Concrete exposed to the weather and In a horizontal unacceptable in the finished structure. p final structure shall have a minimum 28 da tom ressive 1. RooF sheathln shall be I/2" I ood or l/Ib" OSB exterior grade. Provide ~ N position in the y p 9 p ~ uirements and shall strength of 4500 psi and shall contain 5`~ - l~ entrained air, Concrete plywood clips at unsupported edges midway between members. 8. The following fastening schedule outlines the minimum re shall not contain calcium chloride. Basement slabs shall be a minimum 3 I/2". be used In conjunction with the complete fastening sche ule in the current Porches rte sand ar a floor slabs shall be a minimum 4". 8. Trusses shall be designed by a Structural Engineer registered in the State MASTER BATH ~ 224 224 51NGLE HUNG 11.62 6.4 8.66 32 TEMP, ~ v code. p g ~ of Ohio. trusses shall be desi Wed In accordance with the National Dest n =common wire Hall g g (RSN =ring shank Hall GWN ) 4. All concrete work shall tom I with: ecificatlon for wood and the Truss Plate Institute Recommended Practice. W 285 SINGLE HUNG 22.8 23.2 11.4 Il.b 325" X 25.938" MIN. 5.15QFT z A. Sub floor to oists: Fasten with glue and I-8d RSN @ b" c%. p y on rete far Bulldin s" o Desi n TPI-85. Roof trusses shall be desi Wed for the followin loads: MASTER BEDROOM 285 floor: lue and I-Ibd GWN ®8" c%. a. AGI 301-84 SpeclFlcations for Structural G c g g 9 9 B, Sole plates o sub g G. Studs to sole late: fasten with 2-Ibd GWN. (revised 1981) p b. AGI 318-83 "Bulldin Gode Re uirements for Reinforced Concrete" Top chord live Toad = 25 psF. BEDROOM #2 168 Ib8 51NGLE HUNG 13.44 232 6.12 Il.b 325" X 25.638" MIN, 5.15C>IFT ~ D. Studs to cap plates: fasten with 2-Ibd GWN. g q T chord dead load = 10 sf. - -stud and late-to- late: 2-IOd GWN ~ b" c%. (revised 1986) °p _ p E. Stud to p p " Bottom chord Ilve load - 20 psf. F. Roof sheathing to trusses: 8d GWN ®4 c%. Bottom chord dead load = 10 sf. BEDROOM #3 165 165 51NGLE HUNG 132 232 b.b Il.b 32S" X 25.638" MIN. 5.15(>iFT Roof trusses to walls: Sim son Stro -Tie anchor H2.5. 5. All Footings shall be as follows: (based on 1500 psi soil bearing) - p G' p nominal wall thickness -footing depth -footing width Total load - b5 psf. H. Multiple 2x lintels: G 8 N with Ibd GWNs as required. endatlons 8" 8" Ib'= BEDROOM #4 154 I. Multiple LVL beams: Fasten per manufacturer recomm 154 51NGLE HUNG 1532 232 lb6 II,b 325" x 25.638" MIN. 5.15QFr J. Roof trusses to LVL: Slm son Anchor HU2I0. 10" 8" 18°' p 12" 8" 20" HALL BATH « 88 9. Where "LVL" , "LSL" or "PAL" Is noted on the drawings the products used 88 51NGlE HUNG 1.04 6.4 3S2 32 TEMP. must meet the followin criteria= b. Masonry fireplace footings shall be a pad type footing whl'~ch shall extend b 9 - MIGROLAM (LVL) M.o.E, = 1,900p00 sl. (min) past all faces of the fireplace foundation and shall be 12" (mint deep. P C - Fb = 2600 psi - TIMBERSTRAND h5L) M.O,E. = 1,300,000 psi. 1. Footings shall extend below the frost line of the Local Go+verning minimum bC I C NOTE: THIS SCHEDULE 15 FOR LIGHT AND 5 FOR LIGHT AND VENTILATION ~ act ted Frost de th. (see dell n criteria this sheet) ~ I I~L~L~GLS IT 15 NOT INTENDED FOR COMPLETE WIND - Fb = IloO psi eP P 9 t COMPLETE WINDDW TAKEOFF. - PARALLAM (PAL) M,O,E. = 2p00,o00 psi. 8. Foundation anchors a shall be min. I/2" diameter bolts and shall extend a I Ghimne s shall extend a minimum of 2 feet hi her than an ortion of the I ARE ROOMS THAT NAY NOl ~M5 THAT NAY NOT HAVE A PERMINENT ARTIFIGAL LIGHT 50URGE. d, - Fb - 2900 psi 9 „ y 9 y p AREAS GVEN minimum 1 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 10. For all elements of construction not specifically noted on there drawings b'-0" on center max. And 12 from corners max. the chimney passes through the rooF. ALL BEDROOMS SHALL HAVE AN EGRESS HAVE AN EGRESS WINDOW shall comply with the Local Governing Codes, Requirements, and Regulations. MINIMUM i~T CLEAR OPENING OF 5.15QF1 q. Approved anchor straps shall be installed per manufacturers 2. A ortion of a chimney located In the interior of the building or within the NET CLEAR HIEGHT SMALL BE 24" AND TH ENING OF 5.15QFT. MINIMUM LL BE 24" AND THE MINIMUM. + N Y WHERE IT IS REQUIRED BY LOCAL GORE recommendations. ex error wall of the building shall have a minimum air space clearance to NET CLEAR WIDTH SHALL BE 20". APPLICABLE 0 L combustibles of 2". L BE 20". 10. Backfill shall not be placed against the wall until the wall has suFFiclent ALL WINDOWS OVER MASTER BATH PLATE M-i ~ :STER BATH PLATFORM TUB Q strength and has been anchored to the floor above, or hats been sufficiently 3. Chimneys located entirely outside the exterior walls of the building, Inciuding y~L ~ ~p~D, braced to prevent damage by the backFill. chimneys that pass through the soffit or cornice, shall have a minimum air space clearance of I" the airspace shall not be filled, except to provide, 'PROVIDE ARTIFIGAL LIGHTING AND MEC M~i t!. LIGHTING AND MECHANICAL VENTILATION PER SECT: 303 II. All surfaces of steel columns shall be given a shop coat of rust fire blocking -Inhibitive paint unless treated to provide corrosion res(stance. 4. ;Hearth extensions shall extend a minimum of Ib" In front of, and a minimum of ANN I NG 12, Crawl space shall be provided with continuously operated mechanical 8", beyond each side of the fireplace opening less than b sgaure feet and L ventilation at a rate of L0 cfm per 50 sq. Ft. Of crawl sp+ace minimum with 20" and 12" respectlvly for b square feet or larger. ~T~~ I. All Interior and exterior stairwa s shall be rovlded with a means to approved vapor barrier over base coarse. y p 5. Wood or combustible materials shall not be placed within 2" of the outside N°1 illuminate the stair, Inciuding the landing and the treads, 13, All anchor bolts shall conform to ASTM A301. front, back, or side surface of a masonry Fireplace, including the smoke 2. Gelling heights fn basments without habitable spaces shall not be less than chamber, and not less than b" From the inside surface of the nearest flue ''feet.dinches clear except For under beams, girders, ducts or other 14. All reinforcing steel shall be grade 60. lining. G obstructions where the clear height shall be b feet 8 Inches. 15. Center footin s on column centerlines, b. Factor built fire laces shall be Installed in accordance with the 9 y P U 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 entr . Ib. Encase all Steel columns, bearing plates, and anchor bolts below grade Inspection. y with a minimum 3 concrete cover. h II ravide a min. 1. Factor built or masonry fireplaces shall be provided with an exterior air . 4. The dimensions of a window well serving an E.E.O. window s a p i n and supply o assure proper fuel combustion. net clear area of 9 square feet with a minimum horizontal protect o width of 36 inches. 5. Hazardous lazin shall be located in the following locations; In all doors g g WALL HEIGHT LL HEIGHT REQUIREMENTS DESIGN LOADS including sIIdi glass doors and sided hts; glazing in doors and enclosures for hot tubs, w iripools, bathtubs and s owers; glazing in walls above bath ( RGO 2006 EDITION ) tubs or within a 24" arc of a door in a closed position or otherwise noted on p MAXIMUM ALLOWABLE HEIGHT AND SP C 1I001 LE HEIGHT AND SPADING 00 WOOD STUD WALL EXP05ED TO WIND these lens. STRUGTI0N p GON SPEED OF eo MPH IN SEIEMIG ZONES I L IN SEIEMIG ZONES 0 d I AND SUPPORTING A ROOF ONLY OR ONE WALLS: S.PF. WOOD 5TUD5 i n hall bee ui ed with FLOOR AND ROOF b. Openings between the garage and the res de ce s q p i sunder arallel load bearin rtitions shall be doubled or a beam of H~~TI NG ~ GODL I NC FLOOR JOIST: TJI FLOOR J015T OR either Solid wood doors 13/4 Inches in thickness or 20-minute Flre-rated I. Jost p 9 t~ ade uate size to support the load shall be provided. HEIGHT ' O.G. Ib" O.G. 12' O.G. B" O.G. FLOORS: NOTED OTHERWISE doors. q I. All HVAG work shall be installed in accordance with the OBOA Bulldin code (FEET) 24" O.G. Ib g > ID 2X4 OR 2Xb (2) 2X ~ OR 2Xb (2) 2X4 OR 2X6 2X4 2X4 1ST FLOOR 50 PSF LIVE LOAD or exterior 2. The ends of each Joist, beam, or girder shall have a m(nimvm of I Ys of in affect in this ~urisdlctfon. Every sleep(ng room shall have at least one operable window load bearing on wood or metal and a minimum of 3 on masonry or concrete. 12 2Xb 2ND FLOOR 40 PSF LIVE LOAD ?Xb 2Xb {2) 2X4 OR 2Xb (2) 2X4 OR 2X6 l0 P5F DEAD LOAD door approved for emergency escape or rescue with a min. Net clear 2. hF~en heating and cooling equipment Is located In an equipment room, an 14 2) 2X6 OR 2X8 ~ OR 2X8 2Xb 2Xb 2X4 ~ ~ BALCONY/DECKS: 60 P5F LIVE LOAD ~ o enin h t. Of 24 inches and a width of 20 inches. _ 1 sand or trusses shall be en in~eered the uno rutted workin s ace not less than 301nches wide and not less { P 9 9 3. Pre engineered floor ~o st , g by bst g p manufacturer. en lneered data sheets shall be rovlded Ior to framin than 30 inches hl h shall be rovlded alon the control side of the I6 2X8 (2) 2X ?X$ 2X6 OR 2X8 (2) 2Xb OR 2X8 2Xb I~ i m 3' x 3' Iandin shall be rovlded at all exterior doors with (3) or g p ~ g g p g 8. A min mu g p inspection. equipment when the door of the equipment room Is open. 18 (2) 2X8 2X8 2X8 (2) 2Xb OR 2X8 2X6 OR 2X8 ROOF W1 GLG. LOADS: 30 PSF LIVE LOAD more risers. 20 ~ ' 2XB (2) 2X8 2X8 (2) 2Xb OR 2X8 ROOF WIO GLG. LOADS: 20 P5F LIVE LOAD ~ " minimum tread de th shall 4. Drilling and notching of pre-engineered. Floors shall be done per 3. Fuel burning heating and cooling equipment shall be provide with a volume of 9. The maximum riser height Shall be 13/4 and the p manufacturers recommendations. 50 cubic ft. er 1000 Btu/h. or an air su I shall be rovlded to assure THIS TABLE A55UME5 THE FOLLOWING ROOF DEAD LOAD: 10 P5F Q be 10 with a nosin of not less than 3/4 but not more than I I/4 at stairs p pP y P APPLICABILITY OF THIS TABLE A55UI noted otherwise on tans. proper fuel combustion. SNOW LOAD NOT GREATER THAN 25 I BEATER THAN 25 PSF. ~ O with solid risers un ers p 5, Sub flooring shall be 3/4 tongue and groove (T d G) exterior grade. WIND PRESURE OF 16.4 PSF 16.4 P5F ROOF SNOW LOAD: ~ 20 P5F LIVE LOAD 1181 P51 ~ F~ O 1 f stairs shall not 4, An approved drain shall be provided to d(spose of condensate from the FB NOT LESS THAN 1181 P51 10. The greatest riser height and tread depth within any fl ght o b. Draftstopping shall be provided as required when there Is a usable space cooling coll. condensate drains shall terminate outside of the building, or to a E NOT LE55 THAN 1.2 X 10-6P51 AND 1 .2 X 10-bP51 AND MAXIMUM ROOF SPAN OF 32 FEET WIND SPEED: 100 MPH. exceed the smallest one by more than 3/8 above and below the concealed space of a floor/ceiling rassembly. floor drain, plumbing fixture, sump or approved location. TABLE BASED ON TYP. fIGURES FOR fYP. fIGURES FOR STUD GRADE SPRUCE-PINE-FIR (5PF) EXP05URE 'G' , l II. Winder stair treads at a oint not more than 12" from the side where the p treads are narrower shall not be less than 9" and the minimum depth of any ALE HEIGHT AND SPACING 00 WOOD 51Up WALL EXP05EU TO WINK 5EI5MIC GOI~ITIONS BY ZONE: A ~ Q ICE SHIELD REQUIRED. YE5 f-i tread shall not be less than b MAXIMUM ALLOWABLE HEIGHT AND 5F SPEED OF 80 MPH IN SEIEMIG ZONES IN SEIEMIG ZONES 0 Q I AND SUPPORTING A ROOF ONLY OR ONE W ~ 0 0 12. Enclosed accessible s ace under stairs shall have walls, under stair surFaces FLOOR AND ROOF p FLOOD HAZARDS: A.1/I6/16 I-'~1 ~-7 ~ B. 4/22/61 n n and any sofFits protected with I/2 gypsum board. HEIGHT (FEET) 24" O.G. I6 H H H O.G. I6" O.G. 12" O.G. 8' D.G. WINTER DE51GN TEMP. 5° F 13. Handrails shall be provided at all stairs with,p3) or more risers. Handrails ',,I I G0N5TRUG I ION. Y `{~L ~ > 10 (2) 2X4 OR 2Xb (2) 2) 4 OR 2Xb (2) 2X4 OR 2Xb 2X4 2X4 WEATHERING: SEVERE ~ M shall have a minimum hgt. OF 34" and a maximum hgt. Of 38" from the nosing F~°I til 2Xb (2) 2X4 OR 2X6 {2) 2X4 OR 2Xb 2X4 FR05T DEPTH: 36" ~ ~ ~ ~ of the treads. 12 2Xb (2) 2) 14 (2) 2Xb OR 2X8 i OR 2X8 2Xb 2Xb 2X4 OR 2Xb TERMITE: YE5 14. Handrails shall have a circular cross section with a diameter of I I/4" to 2° I. All structural members shall be fastened in accordance with chapter b of the „ Ib (2) 2Xb OR 2X8 2> ~ OR 2X8 (2) 2Xb OR 2X8 2Xb 2X6 DECAY: YE5 ~ H (X Or anon-circular cross section with a perimeter dimension of at least 4 but building code in affect. „ _ 18 (2) 2X8 (2) 2> not more than b I/4 and a largest cross section dimension not exceeding 12X8 (2) 2X6 OR 2X8 (2J 2Xb OR 2X8 2Xb A55UMED 501L• 1500 ~ 2 I/4". 2. Engineered data sheets for built-up beams shall be provided prior to 20 (2) 2X8 12X8 (2) 2X8 (2) 2Xb OR 2X8 (7~ 2Xb OR 2X8 MEAN ACTUAL TEMP. 50.1 F. ~ Framing Inspection. THIS TABLE ASSUMES THE FOLLOWING: 15, Porches, balconies or raised floor surfaces located more than 30 above APPLICABILITY OF THIS TABLE ASSUI the floor or ade shall have guardrails not less than 3b" In hgt. open sides 3. All headers in exterior walls to be (2) 2x8 U.N.O.On plans. SNOW LOAD NOT GREATER THAN 25 ~REAIER THAN 25 PSF, CONCRETE FLOORS W/ AIR: of stairs with a total rise of more than 30" above the floor shall have WIND PRESURE OF 16.4 PSF 16.4 P5F BASEMENT 4000 PSI 11531 PSI GARAGE 4000 P51 uardrails not less than 34" in hgt. from the nosing of the stair. 4. Fire blocking shall be provided to cut off all concealed draft openings (both F8 NOt LESS THAN 1531 PSI g E NOT LESS THAN 1.4 X 10-b P51 AND vertical and horizontal) to form an efFective Fire barrier between stories, .4 X 10-b PSI AND A MAX ROOF SPAN OF 32 FEET Ib. Re wired guardrails shall have intermediate rails or ornamental closures and between a top story and the roof space. TABLE BASED ON TYP. FIGURES FOR TYP. FIGURES FOR N0. I OR 2 GRADE-PINE-FIR (5PF) ~ whit do not allow the passage of a 4" sphere. The triangular opening formed by the riser, tread, and bottom rail shall not allow the passage of a 5. All wall and wind shear brac(ng shall be accomplished by sheathing the entire b" sphere. house in 1/Ib" 058. 8d nails at b" on center at panel edgier. 8d nails at 12" on center at panel Intermediates. panels to be nailed to Bill plate. z Il. Required smoke detectors shall be hardwired and interconnected with a battery back-up. In rooms with cathedral or sloped ceilings the location of b. Masonry veneer shall be anchored to the supporting wall w(th corrosion 0 the smoke detector shall be 3' hor(zontally from the highest point or per the resistant metal ties. ~L~GTi~IG,~L J manufacturers recommendations. 1. Each tie shall be s aced not more than 32" on center horizontally and shall I, All electrical shall be Installed in accordance with the N.E.G. in affect In this address numbers shall be sted, 4 inches.ln hei ht and visible from su ort not more t an 2 2/3 s . Ft. Of wall area. CCU. COVER SHEE`] 18. House pa 9 pp q Jurisdiction. ER SHEET GOPYw6HT 2W6 the curb line. q V'IORK OF DhVID50N PFNLLIPS INL, iFiE SAME MAY 8, The veneer shall be se orated from the sheath( by an air space of a 2. A minimum of one 20-am ere laundr branch circuit shall be rovlded to 1-1 F0UNDATI01~ I I a minimum p ~ p y p I9. Foam plastic shall be separated from the interior of the bur d ng minimum of I but not more than 4 I/2 . supply the laundry receptacle outlet(s). This circuit shall have no other L~IDATION PLAN THESE DRAWINGS HAVE "u- A~ ~TT~ M^T~a- "'~"R~"s BEEN REVIEWED FOR AND APPROVED PLANS MUST BE ON HEw=1a ca"snTUrE n+E ORIGINAL h"o u"weusl~o I/2" sum board. The plum board shall be installed using a met anical outlets. 1-2 FIRST FLOOR . SHALL COMPLY WITH THE NOT 8E COPI~ "5~ DISGIDSED OR LON516lED r FLOOR PLAN SATE POR ALLINSPEC~~oNS. roArnII~PARrrwn+arn+eP~ESSwilr:>=1a 2006 EDITION OF THE CANSENT OP DAVID" PHILLIPS INL. ~HI°H RETAIN THE LDMMON LAN coPrwsHr ro n+is MATEwA1 gyp gy 9. Flashin shall be located beneath the first coarse of masonry above finished system. 9 ground level above the foundation wall or slab, and at otYner points of 3. All dwellin unit bedroom(s) branch circuits shall be rotected an arc-fault 1-3 .SECOND FLO( a flame s read index of not rester than su ort, g p ~ 20. Wall and telling finishes shall have p g PP circuit interupter providing protection to the entire circuit. )ND FLOOR PLAN RESIDEAg AMENDED F OHIO 200. 2-1 EXTERIOR EL 10. Weep holes shall be provided in the outside wythe of masonry walls at a ERIOR ELEVATIONS DATE: 5/14/01 REVISED: 21. All exposed Insulation materials installed In floor, roof, and wall assemblies; max spacing of 33" on center. Weep holes shall be a min or in 3-1 BUILDING / S' DING / STAIR SECTIONS crawl spaces and attics, shall have a flame spread index not to exceed 25 diameter located immediately above the flashing. with an accompanying smoke developed index not to exceed 450 when tested in accordance with ASTM E 84. If. Wall studs shall be 2x4'5 ®I6 Or, or 2x( b'5 ® 16' c/c/ and shall be one 3-2 WALL SECTIO: L SECTIONS 'WENT ELECTRICAL through all walls Moisture vapor retarder shall piece full height. Provide a minimum of 2 studs at each side of all openings qq unless noted otherwise. E-1 BASEMENT El be provided in all frame walls with a max. Perm rating of 1.0 on the warm in winter side of the thermal insulation. E-2 FIRST & SECO. T & SECOND FLOOR ELETRCIAL SHEET # COVER ~n N ~0" pOMQ~D N C~O~]C~[~~4~ ~add~ INTERIOR WALL HEIGHT OF 1'-8" PLUS OR MIh~15 2" W w ~ ~ o H O W ~ 0 71'-4" 71'-4.I H ~ ~ H 12'-0" 12'-7" 14'-5° ° 32'-4" 0 0 V ~ ~ N U O 23'-4" 2'-8" b'-4" ~ 00 H r------------------- I ' I _ j ~ I d r-------------------------~ i I I I j I B" POURED GONG, ~ ~ ll) I-3/4" X 4-1/2" LVL I ~ I WALL 8 0 NIGH ~ I i I I o I I W/ 8" X Ib' GONG. I ~I ----------i L_iv I I I I ~ I FOOTER d ~ I I I I I I I ~ ~ I I I I I I I I I ~ ® ~ j I I ~ I I - I iy I I d 31 r BASEMENT ~ I i ~ c o I - IAG. UNllf I I ~ ? I r- m_ I I I 31/2" GONG SLAB OVER ~ I I ( b MIL. VAPOR BARRIER ~ ~ ~ I I I I I OVER C7RAVE~ FILL (2" MIN,) X I 0 ~ , I ~ I I q~ - r---I I p ALL BASEMIENT WAl.lS TO p I ~ ~ ~ I ~ BE WATEfRPR00FED 3 it I I F-i ~ IAG. UNlif I ~ ~ ~ ® I ~ ~ ~ r I I I I I m 0 m I - I I ~ I I m ~ ~ I x - x I I I ~ r 0 I I ~I ~ I I - _ _ ~ Q 3 ~ I j ry L N I I 3 r ~ I ~ I I II'- I/2" II -10 I/2 I II'-101/2" T-9" I I 15'-2" I I I 0 I I I I I I 3"m STEEL COLUMN ~ I I I I FOLD FLOOR DOWN 6" BELOW TOP I I I W/ 48' X 4b"X 12' I I OF FOUNDATION WALL ®REAR I I I GONG, FOOTER W/ (4) ~5 FD 0 ~ - - - - ~ I j I I i I I I I I R.R. EA. WAY I I ~ I r------------~ I G-----i I i I r- I I I I I ~ I ~ ~ I I I I ~ ~ ~ I . ~ ~ I~ I ' I H L_i__J i I I I I 8 POURED GONG. I I ID-I/2" DEEP W 10 X 22 STEEL BEAMS ~ W 10 X 22 STEEL BEAM M ' _ W ID X 22 STEEL BEAM I _ ~W 10 ~I STEEL BEAM ~ W 10_X 22 STEEL_BEAM 10-I/2" DEEP I I I WALL 4-0 HIGH I - --r- - - - -e I I WI B' X 16" GONG. z I IBEAM POGKET ~ i i i i IL i ; BEAM POGKE I I F] I I FOOTER I I i i ~ I I I I ~ ~ I~ I I o I I li i ' i i i ~ I H J 1 L____ __.____J I U _J I I I I ~ I I "m 51EEL GOLUMN 3"~ STEEL L 12 I 3"~ STEEL COLUMN I O 48"X I ' ANN IL ~ WJ 46"X40"X 12" I ~ ~ v ` I I ~ I I `48' X 48"X 12" WI 48"X48"X I ' I I I I NG. FOOTER l^V (4) ~5 GONG. FOOTER (4) ~5 DOTER (4) ~5 _ _ _ GONG. FOOTER W/ (4) a5 I I I v I I I I R EA. WAY _ R.R. EA. WAY I I GARAGE ~ YJAY I I-3/4" X 9-1/2" ML~ RR EA. WAY I i ~ I I ~ I I - I I " ~AQAI~ I I I I I I 4 GONG 51AB OVER N I I I I OVER GRAVEL FILL (4 MIN.) I I ~ ~ ~ I C i I I I OVER b MIL. VAPOR BARRIER I I ~ o .I ~ ~ ~ I ~ ( W 8 X 18 STL. BEAM _ ~ I I I I I m ~ - I I I I _ ~ ~ ,n - - - ~ m I ~ I I I I ~ ® - I_ 1I I I r x I I I I - ~ ~ ~ I ~ q~ o ~ j I I I ~I ~I ~ ft~ I ~ ~ I I I I I I I I I I ~ ® ~ I I I I I ~ ~ I i I I ® n I I I I I I I I I I ~I x I I I ~ I I ~ I HOLD DOWNIb-MIN _ I --~I, _ ~I I i i ~ I I I ~ i ~ l(1 L--- I I I I I I I I I IiB HOLD FLOOR DOWN b" BELOW TOP I ~ I I OF FOUNDATION WALL ®REAR I I ~ I I I I I I I 3/4 BATH ROUGN IN-'~--- ~ ~ ~ I I I ~T~ Q I I I 2'-1" 2'-Ip~\ I'~8"I i^ i I j W ~ I I I I I I 20'-8•• I I ~ ~ ~ I I I I ' ' I I I I I I ~8-112" DEE _W9 X 10 STL, B~1 e ' _8-I/2' DEEP_ I I (T1 0 I I I I , I I V I I I I I ABEAM POCKET- , , BEAM POGKETI I w I I ~J J ~ L-----~ I/ \ I L-- I ~ ~ I I iv ( ~ H r , I 1\ I I ~ - \ I I PORCH I I ' I I . I I I I\:? I r ~m I I I I u, to I I I I I I I I I I I~ ~o. I I UNEXGAVATED I HB ~ O Q I I I ~ I , 36"X36"XI2" NG. ~ _ _I_ _ _ _ _ _I_ L = _J ~ _ _ _ ~ I I I 3 m STEEL COLUMN _ I 0 u I ^ 0 I ~ I 4 GONG OVER I I W/ 42" X 42"X 12" I I ~ ~ ~ 0 I I FOOTER WI 4- EA. I I I Y I 4" GRAVEI. I I GONG. FOOTER 1^U (4) ~4 ~ I n F--- I I j ~ ~j R.R. EA. WAY ~ I H H ~ I I I I I GARAGE I I I I ~ SUMP I I ~ ~ Q L_________J I _ I ~ LINE OF FLR ABV ~ ~ I ~ I I Mrn Jl I I I I I " I I I 4 GONG 51.AB OVER I , H I I z OVER GRAVEL FILL (4" MIN.) - I I I j 8"POURED GONG. ~ ~ I - I M } I I F OVER b MIL VAPOR BARRIER N I I m I I~ I I N ~ I I I I I j _ ~ X' Ib" GONG. I I 8' POURED GONG. I i ~ ~ ~ I I WALL 8'-0" HIGIi I I I FOOTER ~ I HV 8" X I b" GONG. I I NOLD DO 4b" FROM ~ ~ ~ I I I I _ I I I I I I I FOp}~R I I TOP OFF ATION FOR ~ ~ I I " I I I I ~ SLOPE SLAB 2 MIN, REAR TD FRONT I I I I j L--------- I WATER Llf~ I I~ I I I ~ I I I I ~ I i I I ~ I I I I - I I I I I I I I I I I I I I I I I I I I I I iy ~ I I I I I I I I I I o ~ I I ~ Z I I I I ~ ~ I I D GONG. I I I I 8 POURS I I I I ~ I I WALL 4-0" NIGH I I I W/ B X I6 GONG. f I _J ~ ~ o I I FOOTER I I I N I I - ~ d' coPYRl6Nr 2DOe I I = ALL DRAWING AND WRITTEN MAT521AL APPEARING HEREIN CONGTINTE THE ORIGINAL AND UNRALISIED WORK CF DAVIDSON PHI WP5 IN'. THE SAME HAY NOT BE LOPIEO DEED DIGCLOGFD OR CONSI61~E0 TO A THIRD PARTY WIIHCLT TI1E EXPRESS WRITTEN CONSENT OF DAVIDSON PHIWPS INC. WHICH RETAIN THE COMMON LAW COPYRIGHT i0 THIS MAiEAIAL 12'-8" a'-0° II'-8" b'-8" 12'-8" b'-8' 2r-e" 18'-4" 19'-4" DATE: 6l2~/Ol REVISED: 2-0 59'-4" - FOUNDi OUNDATION PLAN FOOTINGS WITH REINFORCING SHEET # u4 i-0 SHALL COMPLY WITH SECTION 250.50 OF THE 2005 NEC, _1 _ HANDGRIP SECTION " Ln B1Y~P1 I1' ~ 2" \ \ 1~ N 00 N N U VJ N W w H Q ' m I m W N z HANDRA L _ ~ o ~ BALLU5IER N OR PARTITION z ~ (VERIFY S1YLF.~ ~ m H 4" SHOE RAIL ~ FOR BALLUSTERS 71'-41. h"'~ ~ ~ ~ I " NOSING OF TREAD 12,-0„ ~ 0 59'-4" H W a ~ ~ (MIN. i0") 12'-7" 2 X 12 STRINGER r,/ ca U o 2'-71/2" 3'-8" 3'-8" 2'-71/2" 2'-91/2" q 2'-91/2" 4'-2' 4'-2' 3'-31/2" 4'-4' 4'-2' 4'-2" 4'-4' 7'-5" 7'-II" NNE.--~{-~ N 2 X BLOCKING N I 4 "SIMP50fJ" L550 EA. SIDE ~ 8" TYP. 1" PLYWOOD RISERS and m ~ r ~ I W (3) 2 X 12 STRINGERS z ~ ST P I" TYPE X" G.W.B. N Ib'-0" 4-2x4 15'-21/2" i~ TYP. UNDER STAIR PROVIDE MIN, 3b" CLEAR 8" TYP, ~1-----------------------~ ~ WIDTH AT STAIRWAYS Q ~ WALL 2X6 WALL I I o JJ ~ (V J N TYP. TYP. I I I I J I ( I o I I I I N ~ ~ I I SCALE :314" = I'-0' 12'-3112' m P-8" ~ MASTER BEDROOM ~ DINE'r'rE I 0 m I I G T I o - ~ / GT. I I o N I I I I GOUFFERED CEILING I ;_n ~ I I ~p r.. m_ I I I m I I I GREAT ROOM I ICI I 0-0LR I ~ ~ ~ 1 ~ 5EE TNRU N VAULT TO 2 ST0R~( GLG I I I I HE ~ HE RTH ROOM ~ I'-II Ill' DIFREGRETPI.A~GE o CARPET I I ~ I I 2X6 STUD 2X6 5TU ~ I n I _ I _ CARPET I I WALL WALL I - I ~ I I r I ~ I I I I I 5'-0 I/2" I'-10" b'-0112" I I ~ (4) I-3I4" X 18' LVI. COLUMN w/ 51~ PIPE 4-2x I I ~ Z i- MP50N g I Q - - - - - - 0 p ry COL. GAP E~GCAXX I I o ~ 3 2X4 WD ~ 12 SEAT (3) 2X4 WD _ ~ - o S1UD5 FOR STUDS FOR ~ ~ ~ ~ ~ ~ WELD TO T/COL. I I ~ 1 ~ o BEAR'G I s, I'-0 ~~4'-III/2' BEARG II 69 io ~ ~~4'-III/2' m (SEE DETAIL..A. /r----I \ U H ~ THIS PAGE) ~ 2 -0 Q =5 1/2' N ~ II \ ~ iy m 42' VAN _ _ _ _ I / ~ ~ i ~ iv I A G I II / ~ oas~ TAI 2 Q 10 ~ ~ \ , r ~ \ I'-0' S'-8112" m b'-2" '3 I/2" 4'-3' 4 ~ ~ 2469 ~ - b II ~ ` ~ ~r"r~r' I ~ r ~ u- II o ~ ~A ~ ~E ~ a ~ v / ~ I u I I / v~ Q ~ - VSB 42 m 2469 SEA 4-0 I I / 1 N 4 ~ 12' SOFFir - - - - - 3'-9" 5'- " 5'-10" S' N ~ I - 0 / I ARPET I ~ = NOTE I i- •/y / / j AN IL o ' BIJDROOM #4 ~ I 22x30 DRYWALL TAPE AND BED Q / ~ I ~ - ATTIC ~ N ENTIRE GARAGE I N TrP. EA. LU Vj ~ ~j ~ 28b8 UP P~ 246b ~ r~ ~ CARPET I ~ 15 ~ YY~ I R N ~ ~ ~ - _ ~ QI II'-II' 3'-6" RE5 I 3'-6" 5'-0' ~ '-31/2" 2'-7" 2'-I" "4'-I" ~ ~ ~ I GARAGE II THE - d ~s _ .-5 12 ! I KI C N i- 12'-9" s - 3' 1 I -2 h 8 -2 U2 / I,,IOO P • I I YID / GT. / ~ , ~ o MASTER ! RAILING ~ II iv ~ I 4' I'~ ~ ~ BATH a /7 ~ 2468 - . `n ~ ,n LOI'T WooD _ _ _ _ _ _.~r sA~u~~ u/ , NOTEI 14" ..1 ~ ~ ~ CARPET RAILING PROVIDE 5(8" DRYWALL ON FFIT ~ -~y PANTRY 5 SNELY n ~ - / ~ ~ COMMON WALLS AND CEILING ~ ~ ~ ~ N 2468 s, N 0 ~ ~ RIrJ _ ~ ~I z 2668 F.O. ~ m ~ ~ G '-I" 3'-6' p 4 3 / " b z Ras- - ~6 ~ D ~ 2 c 3 9 I/2 3 1 I/2 6 I/ ~ I'-0" ~ R a ~ ~ u~i N PLAT CEILING cv 2'-II/2" 3'-4" 0 ~ ~ ~ 1'-II" '-8112" 3'-6" 3'-6" ~ 2 BA ~ m ~o HALL ~ ~ / ~ 6 - 5068 B -PA55 , ' " OMEN TO - ~ FOYER i i~ ~ o b'-o" 2'-2" L UN RY ~ m 3 3' r ~ ~-0" 12' x 12' WD ~ WD / Gr, i i~ ~ ~ ~ N Q TOYER BELO~'~ 2bb9 8 N - _ B TH ~ u _ 8X 1 OdERNAD DOOR 286 ~LUMN ~ - II ~ ~ ~ ~n ~ BEDROOM #3 m WooD TRU55Es ~ ~ ~ CARPET N ®24" O.G. PLANT ' m 12'-4 I/2' ~ ~ N ~ 5 m I` ~ 'IX -'I 1.11 ~ ' T SHELF ~ I I- II ~ ' /2 121 /~Y ~ m ~V II _ 15 $I/2 n V ~ ~ I~ 6-01 ~ ~,n RQ5 ~ 468 I~~I ~ Q N ~ ~ NOTE: ININGROOM ~ N~ - BArx q iv I. DROP CEILING IN GARA 'CEILING IN GARAGE FOR CARPET PLANT LEDGE _ ~ N 50b8 BI-PA ~ - BEDROOM #2 - - HEAT DUCTS. ~ x PLANT I~ ,I 2. BLOCK EACH TRUSS DUCTS. CHAIR RAIL OVEIR ENTRY ~ N ;K EACH TRU55 GROWN MOLDING r F--I iv ~ ~ SHELF (5) 2X WI ' 3. PROVIDE GELOTEX ® G /IDE GELOTEX ®GABLE ENDS _ N CJ ~ LOW a m (3) 2X4 POR 51MPSON L I , WALL R d 5 B~~G GAPE XX GABBIER TTZJ55 SEE RO DBL. JST. 12'-0" b'-4 I/2" ~ N - - Q N _ _ _ _ _ IER TR1J55 5EE ROOF PLAN - 2nd FLR ABOVE ~ ~T~ ` ~ 0 O - - LINE OF SECOND FLOOR ABOVE IND FLOOR ABOVE - - 3) F2~XR4 P0~' ~ ~wALK I ~ Q ~ ~ ~ ~ Q (5) 2X4 W/ m I SIMpSON GOL 3112 x 5 I~ 3112 x 51/4 PARALLAM N GAP EGGXX w/ SIMPON GO. w/ 51MPON GOL GAP EGGXX ~ BEAR'G DEN ~ CLOSE H Z ~ ~ cARPEr ~ _ GROWN MOLDING - CARPET C/~ I~--11~ ~ ~ NOTE: " E b'-9" 5'-0" ~ I PROVIDE 5/8 DRYWALL ON I COMMON WALLS AND CEILING I ON j ~ ~Ix j L{NE OF~ b'X6" ~ 4-2x4 4-2x4 H ~ ~ :ICING I ~ I 2ND FLOOR ABV. ~ H (y N 0 Ir q'-0' t2 -4 , I GoLUMN It_--_~ ~n 5'_'~" M o ~ 21'-4" 12'-8" b'-0" - I x 34'-0" ~ STUDDED TRU55 - GARAGE 0 I 0 I NOTE: I - ~ DRYWALL TAPE AND BED I/4"=1'-0" ENTIRE GARAGE o ~ ~ ~ 0 STUDDED TRU55 ~ - - I - m v STUDDED TRU55 - - LDPYPo6HT Z0D6 - ~j ALL DRAWN6 AND WRITfF7J MATERIAL APPEARING SHELF N HEREIN L0NS71ME THE DR161NAL AND UNFUBLISHED p WDRIC OF DAVID50N PHILLIPS INC. THE SAI~ff MAY I NDT 9E LDPIED USED DISGLDSFD OR GDNSISNEO i0 A THIRD PARTY WITHNT TIE El(PREY WRITTEN CONSENT Of DAVIDSCN PHILLIPS IND. WHICH RETAINS THE CDMMDN LAW LDPYW6Hi i0 THIS MAiERlAL m 2'-0" 8'-0" 2' 0" 3'-0" 9'-8" 9' 9'-0" I'-7" 8'-9" I'-4" 5'-II" 3'-0" 6'-8" 3'-0" DATE: 6/20/07 o~~nc~n 0 121-0" 21' 8° ' I~LVIJLV: m II'-8" 18'-4 19'-4" NICHE ELEVATION ua° = v-o° SHEET # FIRST FLOOR PLAN 1411_,1-0" 1-2 DINING ROOM ~ complete TJ•Xpert framing plan requires the Trus Joist Framer's Pocket Guide ' See Trus Joist Fxaraer's Pocket Guide fox Product Trademark Information . TJ~X r1. ~ ~ . A3 Rml 511,16" 711116^ >sml AAWw Rml A3 ~ w~ I 3 P,ml Bkl I ( 1" B2o ~ B18 ~ I ° ~ B16 $ m . 0 CS w ~ .CS CS ' ~ I _ , i ' ~ r Bki Bkl . Al Bkl Bkl 1 13/16" ~ " Bkl ~ 2 1/4 AID H3 ~ N2 N2 0 m , ~ i Bl5 I ro ~ BBO ~ ' Bkl Bi 1 16" ' B23 B1S i ~ ~ B27 Bkl ~ 1 CS Rml A3 ' B31 I ~ m i HANGER LIST - Si son Stron -Tie Co mp g mpany, Inc.® ~ Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes B27 , H1 ~ U 5 2 I T3 12 ID-N10 2-N10 CREATED BY H2 6 IUT3512 10-N10 2-N10 (5) (6) A3•Rm1 19-f--,i- H3 1 BA3.56/11.88 6-lOd 10-lOd 2-N10 aker Lumber, Inc. ~ P 0 Box 4321301 Hanoe¢ Notes: l51 Backer Blocks Rewired 3 7/8" Columbu61¢fOH 43391-9323 {6) F1[ller Blocks Required FA%: (614]669-2399 i ~ CS Rml CS 1CS LEVEL NOTES File Name; 6rwr.job ~ JOIST ANA BEAM LIST Level Name: 1st Deck Plotted: 7!6/2007 19:21 ~ A3-Rml Pldt ID Length Product Plies Qty Desion Status: A See Lavout 11 T/8" TJI 110 ioist 2 r 1st Deck.....7l6/2007 12:29 B See Layout it 7!8" TJI 360"foist 1 2nd Deck.....71612007 10:10 Aft 1 1 3/4 x 11 7/8 1.9E Microilam LYL 3 3 Low Roof.....1/6/2007 10:10 Ail 20' 1 3/4n x it ,1116„ 1.9E Microllam LVL p 2 Upper Roof...?/6/2007 10:10 A(3 4 1 314 x 11 /B 1.9& Microllam LVL 1 1 NOTE: Level design times indicated above provide a~ assurance for proper level stacking. ACCESSORIES LIST Design Methodology: ASD A3 Rml Blbl 1' S!8" or 319' Backet Blocks 1 B P1oor Area Loading Is: F'bl 9' B 1!4" 2x6 Filler Blocks 1 1 9Dpsf Live Load and 10 psf Dead Load P:ml 16' 1 1/9" x 11 7/8" 1.3E TimberStrand LSL 1 15 Maximum Joist Deflection: SYMBOL LEGEND Bikl 1' 1 11/16" 11 7/8" TJI 360 Blocking Panels 1 79 L/980 Live Load 81k1* 17' 2 i/2" 11 T/8" TJI 360 Blocking Panels 1 1 L/290 Total Load O Point Load Bk'`. Random lenoth blockinc Hanel cuts TJ-Pro Ratino Information: Line Load Bk, Blocking Panels] Am, Rim Board Weighted Averaee: 46 Lowest Ratino: 37 O Area Load Highest Ratino: 65 BBO Beam B Ot Glued 6 Nailed Deckino is Required y hers Suspended Ceiling is Assumed Detail Callout Label Floor Decking; 23/32" Panels 424" Span Rating) Q {See Framer`s Pocket Guide) Normal O.C. Spacing = 16"+ Rewired 8earinQ Lencth in inches aide) •Unless noted otherwise © tAdeauate bearing has been provided i in inches een provided if bearing length is not Sndicated.J Layout Scales 1l4" = 1' ndicated.) SYSTEM WAIWINGS JOB COMMENTS C1] Do not splice Parallel Closure over DPI Pa e 1 of 4 openinc or within one-half the opening's LEVEL WFAIliNTS Vircinia Homes width from either side. 515 Model Lot i 6 Riverside Woods 1st Floor Deck FOR THE TJ•XPEItT fNARRAM 1 ?RRANTY SEE ~'It~#MER'S POCKET GUIDE r GUIDE Td~Xpert 8.42 {#685) C6.42 06.42 56.42 P6.42 I P6.42 A complete mJ-Xpert framing plan xequixes the Trus Joist Fxamer's Pocket Guide See Trus Joist Framer's Pocket Guide for Product Trademark Information ~~X ~t~. ,)TJXpert. p Nd3-lt Hd3-lt Hd3-it Nd2-lt ~ - 1 1 1 1 r4W~W Nd3-lt Hd3-lt Hd3-it HANGER LIST - Simpson Strong-Tie Company, Inc.® 1 1 1 Plot ID Qty Product Labe op Nails Face Nails Member Nails Notes ils Notes Hl 30 IUT3512 10-N10 2-N10 H2 6 ITT351I.88 4-N10 2-N10 2-N10 Hd3-lt Hd3-lt Hd3-it H3 5 ITT3511.88 -N10 2-N10 2-N10 (51 u H4 6 Not Found ~ 1 1 1 H6 1 Not Found (5) ~ HS 1 IUT11,88 -N10 2-N10 2-N10 (51 H9 2 Not Found 10-N10 2-N10 (5) (sj Hanoer Notes: (5) Backer Blocks Required N ~ „ v~ x JOIST AND BEAM LIS? Plot ID Length Product Plies Qty lies Qty A See Layout 9 112" TJI 110 foist 1 B See Layout 11 718" TJI 110 foist 2 1 2 C See Layout 11 7/8" PJI 230 foist 1 M1 9' 1 3!4" x 9 Il/2" 1.98 Microllam LVL 1 1 TS1 7' 3 112" x 4 3/8" 1.3E TimberStrand LSL 1 3 1 1 1 TS2 9' 3 1/2" x 9 Il!2" 1.58 TlmberStrand LSL 1 1 1 3 1 1 HBO EA~pER LIST Hdl 9' 3 112" x 4 3/8" 1.3B TimberStrand LSL 1 1 1 I H Hd2 7' 3 1/2" x 4 3/8" 1.3E TimberStrand LSL 1 1 H1 I Hd3 4~ 3 1/2" x 9 3/8„ 1.3E PimberStrand LSL 1 15 Hd4 3 3 i/2 x 9 3/8 1.3E TimberStrand LSL 1 3 1 1 1 15 ~ Hd5 17' 3 i/2" x 11 7/8" 1.58 TimberStrand LSL 1 1 1 3 1 1 II ~V ACCES;SDRIES LISP v a Bbl 1' S/8" or 314" Backer Blocks 1 14 1 14 Fbl 2' 2x6 Filler Blocks Aml 16' 1 1!4" x 11 718" 1.3E TimberStrand SSL 1 3 Pcl 11' 7 1/2" 1 314° x 1! 7!8" 1,95 Microllam LVL 1 1 1 1 I 3 H2 Pct 5~ 6" " 1 3/4" x it 7/8" 1.9E Microllam LVL 1 1 Pc3 3 6 1/9 1 314" x 11 1!8" 1.9E Microllam LVL 1 1 1 1 1 1 1 1 A7 Bkl 1' 1 11/16" 11 718" TJI 230 Blocking Panels 1 5 n Bk*i+Random lenuth blocking"nanel2cutsBlocking Panels 1 1 1 5 1 1 H2 N3 Bk, Blocking Panels) Pc, Parallel Closure i m C4 w C6 N9 LEVEL NOTES C8 File Name: 6rw.job Level Name: 2nd Deck a Plotted; 7/6/2007 19:38 ~ Design Status: ,q~ 1st Deck.....7l6/2007 12:29 ti 2nd Deck.....7l6/2007 10:10 Lox Roof.....7/6/2007 10:10 ~ C26 Upper Aoof...7/6/2007 10:10 NDTE: Level desion times indicated above provide assurance for proper level stacking. C28 Hd4-it Hd3-lt Design Methodology: ASD Floor Area Loading Ia: 16" i 1 30psf Live Load and 10 psf Dead Load C31 Maxitaum Joist Deflection: L1480 Live Load \ ~j L/240 Total Load PJ-Prq Rating Information: Weighted Average: 41 Lowest Ratinos 30 C25 Hichest Retina: 66 Glued & Nailed Decking is Required Suspended Ceiling is Assumed Floor Decking: 23132" Panels (24" Span Rating) Bkl H Normal O.C. Spacing • 16"• Hdl-it Nd9-lt ;Unless noted otherwise 1 T 1 I.t~ VM{ ~{iRiQi ~IAM = ~1 Y C15 C14 ~ CREATED BY ~w " N C13 Baker Lumber, Inc. v P 0 Box 93213D H2 + a Columbus, ON 93234-9323 . t ~ ,u,6 ( (6141889-8341 i 8k1 FAR: (614)889-2399 TS1 _1.: HodO u Hi Bkl _ • - 1 TS2 TS1 El 1 '1 _~1_~ TSl E1 1 Nd4-lt 1 N ' ' N x BHO SYF030L LEGEND O Point Load Line Load [a Area Load BBO Beam By others Detail Callout Label (See Framer's Pocket Guide) de) Hd-t Header, and -t Indicates quantity of 2x quantity of 2x trimmers required at ends 's A13 Hd3-lt JOB COhE4ENTS - -1 ~ ~ • 1 DPI Paryrye 2 of 4 LEVEL CON04ENTS a BBO Virginia Homes 515 Model Lot a 6 Riverside Woods 2nd Floor Deck FOR THE TJ•XPERT WARRANTY UMNTY 5EE ~EAMER'3 POCKET GUIDE T GUIDE TJ~),pert &42 (2613) 08.42 D6.42 82.42 P2.42 2 P&42 A complete TJ-Rpert framing plan require® the True Joist Framer's Pocket Guide See Trus Joist Framer's Pocket Guide for Product Trademark Information TJX err, TJXpert. i I o ~ ~ • I . 1 1 3/4" i JOIS? AND BEAM LIST Plot ID Length Product Plies Qty M1 17' 1 3/4" x 11 7/8" 1.9E Microllam LVL 1 1 6~ ,o o W 07 ~ Hip End By Others Hip End By Others LEVEL NOTES File Name; 6rw.job Level Name: Low Roof Plotted: 7/6/2007 19:96 Design Status: 1st Deck.,...?/6/2007 12c29 ~ , 2nd Deck....,7l6/2007 10,10 ~ Low Aoof..,..7/6/2007 10:10 Upper Raof...7/6/2007 10:10 NOTE: Level design times indicated above provide assurance for proper level stacking. Desigp Methodology: ASp Roof Area Loads Varv: 25 to 25psf Live Load (1156 LDF} and 12 to 14.9 sf Dead Load Operator added additional loads. Maximum Joist Deflection: Ll360 Flat Roof -Live Load L/240 Sloped Roof - Live Load L/240 Flat Roof -Total Load L/180 Sloped Roof -Total Load Layout Scale.l/4" ~ ,~~o BBO \ CREATED BY - .r-_T---r---r----i---- Baker Lumber, Inc. • P 0 Box 432130 Columbus, OH 93234-9323 (619)889-8391 - FARO (614)869-2399 SYMBOL LEGEND 9D O Point Load Line Load f~ Area Load BBO Beam By Others ~ Required Bearing Length in inches ith in inches (Adequate bearing has been provided if beating length is not indicated.) i been provided if : indicated.) JOB CON@fENT5 DPI Page 3 of 4 Virginia Homes LEVEL COMMENTS 515 Model y ply. w/~~y~A,~~y Lot i 6 Riverside Noods Roof bearing at 1st level FQR 1'ME ~J'A~~rR1 1~MN~J1f~ 1 1 fARPANTY SEE FRAMER'S Pf}CKEY t3UIDE TJ~%pert Q,42 (D693) 06.42 DA.42 ~lB.42 p6,42 ET GUIDE .4s P6.42 A complete TS-%pert framing plan zequirss the Trus Joist Framer's Pock®t Guide See Trus Joist Framer's Pocket Guitle for Product Trademark Information I e i<I~. CITApert. 15~ JOIST AND BEAN LIST Plot ID Length Product Piies t _ 4Y TS1 2D' 3 1/2n x 9 3/8n 1.3E Timber5trand LSL 1 1 Qty TS2 B 3 1/2 x 0 5/B 1.3E TSmberStrand LSL 1 1 T53 17' 3 112" x 14" 1.5E TimberStrand LSL 1 1 1 1 1 TS3 1 . . 2" ~~0 m Hip End By Others Hip End By Dthers °m" w CREATED BY Baker Lumber. Inc. P 0 Box 93213D Columbus, OH 93239-9323 (6191809-8391 FAX: (619j889-2399 9~., LEVEL NOTES s~0 File Name: 6rw.job Level Name: Upper Roof Plotted: 1/6/2007 14:99 Design Status: 1st Deck... ..7/6/2007 12:29 ~ 2nd Deck.....?/6/2D07 10:10 Loa Roof.....7/6/2DOT 10:10 SYMBOL LEGEND Upper Roof.,.7/6l2D07 10:10 NDTE: Level design times indicated above provideo Point Load assurance for proper level stacking. Line Load TS2 Design Methodology: ASD O Area Load - _ ~ Roof Area Loading Is: • 1 • ~ •25osf Live Load (115b LDF) and 13.6 psf Dead LoadBO Beam By Others Operator added additional loads. ! Reouired Bearing Length in inches Maximum Joist Deflection: p (Adewate bearing has been rnrovidsd i L/360 Flat Roof -Live Load bearing length is not indicated.) L/290 Slowed Roof - Live Load L/290 Flat Roof -Total Load L/iB0 Sloped Roof • Total Load Layout Seate:114"' _ ~1' JOB COMMENTS DPI page 4 of 4 Virginia Nomes LEVEL COMMENTS 515 Model Lot i 6 Riverside Woods 2 Story Roof FQR THE TJ•XPt?RT 1NAR(RAANTY ARRANTY SEt: FRAMER`S p4CKET GUIDE M GUIDE YJ•Xpa+t 8.42 0695) C8.42 D6.42 58.42 F8.42 42 P6.42 _ Ln N N N 12 12- - - 8 - ~I2~ ~T~~ g _ y,. ~ W N - _ 12 _ - o ~ - - - - - 8 - ~V~ F~a I'-D' ~ cn ~,MI'I 12_____ ~ _ ~ ~ ~ ~ r ` \ 4 / ~...wwwwnvuur~n~rnn,u~xn.wuw~w.uwwura..~vw ~ O b _ _ - - 1.0.. - - - - •~'"'W ~ ~ l . '/H/ - N. , . _ w A ° H ~ a A ~ 4: ~ , 6 ~ W ~ / - $ 3i _ z 1.. a~ F ti ~ \ Q ~ ~ ~ \ / \ 9050 / \ 4050 / LT \ / ~ ~ $ / I~ r. _ b . a z~ 0 b FIXED 6 ~ b FIXED 5 6 . - ~ z + _ s a b 5 ~ N ~ i r~r Na z s ~ - - _ 1 O .Y .jJ... ~ h Ih f t Q y I 1 a. . - I i ~ . 1 r, A ,~,,,.I - E' ! r.. - r -i _ v - - _ Mw i~ 24' STONE RETURN W ~I f-~ a``"0w z LEFT ELEVATION I,b"=I'-0" ~ x A' ~y. - .C f» I,:, r `s d'.". Z s,, t,r '4 tn; 1 0 H f b L ti~ ' f.' .W ~TH~ W 0 I OTE: EXTERIOR ELEVAT ON N w . ~~,4~i; STUCCO e' STONE w ® HORIZON SHINGLES x' CORNER TRIM: IX8 SMART TRIM PER ELEVATION 4'-4" 9'-4" 9'-10° 3'-2" FASCIA: IX8 SMART TRIM r GUTTER: ALUM ~ r RAKE; IX8 SMART TRIM 12 FR;:IZE BRD: IX6 SMART TRIM - 10 SMART TRIM VENTED ` soFFir: WINDOW 1YPE: VINYL 51NLE HUNG _ itl _ ~ I " I p l 1 12 GARAGE DOOR: 16-0 X 1-0 PONDER05A SERIES INSULATED RAISED PANEL 10 12____.. 6'-0' X 1'-0' 'PONDEROSA SERIES' J INSULATED RAISED PANEL 7 GE NT. 10 RID VENT: WINDOW TRIM: SMART TRIM TYP, ~ ~ _ h~'~1 O L t L„ GROWN MOLDING: WEAR ING MOD 652b 12x2 WOOD VENT L b W/ IXb W00D TRIM , ,;12,X26 S1,' GARAGE DOOR ~ VENT.. 12X26 _ ( ~ H VENT ~ ' NDR N6T ~ : `~J/ M HEAD TRIM: FYPON "LANCASTER" IPTIGAi H Z WO 0 IPTIGAL IRAN ~ IZ F+1 ~ ~ Q 3 / 10 : ~ H ~ Q / ~ EXTERIO LEVATION NOTES: ' / ~ r , ' 2650 - - ~ ~ ~ ~ ~ ~ 12 \ ~ / FIXED SHINGLES: HORIZON SHINGI..ES - \ ~ / ~ ~ ~ ~ / z LIFE EXPECTANCY: 30 YEAR 10 - - = \ WEIGHL• 245 LB. ~ 811 - 050• . WEAT~iER EXP05URE: 5u _ ~I~ F E - _ 2ND FLR. ELEV. ~ 3" r - - ~ SIDING: SMART TRIM 51DING GOPP R00 GOPP RDO OPPE ( WOOD SIDING 30 YR. LIFE) - ROOF _ - FASGIA: SMART TRIM ( D SIDING 30 YR. LIFE) - ~ - _ ~ - _ - N ~ u _ _ _ _ 2010 2 ;3.-Il2 X 5 5iib STL. LINTEL Q C SOFFIT: SMART TRI _ / \ 20f0 2810 201D ~ - _ - - ( WOOD 51DING 30 YR. LIFE) - / \ - \ - ! / \ / ~ ~ / \ \ / ~ ~ CORNER TRIM: IXb SMART TRIM PER ELEVATION / \ ~ ~ `i $ 0 ! - - ~u~ / ~ ~ ~ Wig- IFE / \ \ (WOOD SIDING 30 YR. L ) . z - \ / / WINDOW TRIM: IX6 SMART TRIM PER ELEVATION _ \ / _ ~ - 1 ~ ! _ - ~ _ - ~ ~ 0. 0 (WOOD SIDING 30 YR. LIFE) \ / / ~ - \ / / 1 2 n 2850 ~ 505d~ ~ / 2050 ~ ~ ~ 5050 / 2050 - F FIXED 0 ~ I' JI_-. - - Ix TRIM TO FIT 3 ccQrwSHr coca _ _ _ - _ _ : HEREIN LONSTINTE THE OR161NAL AND LNPUBI.ISNED - - - ~ , . 15T FLR. ELEV. All DR/JVINB AND I^RITIEN MATERIAL APFfARIN6 - WORK OF DAVIDSON PNIWPS INC. THE SAME MAY r TO BE ~PIPDR 5ED DI~SLLO~fDEXPRE55 WRIifBi ' ~ ~ CONSENT OF DAVID5ON PHIWP5INL. WHICH RETAI - i}IE LOMNON LAW LOPI'R16Hi TO THIS MATERIAL LASSWINDOWS AND DOORS LOW E G Ixb ALL AR01 ALL AIxRObUN~DI(TYPJ 5EE FL/OOR PV.AN t DATE: 6/201 TTl l'11~ TM T! T 7`!T 7 A ?'iiTl1A T T REVISED: t"AV1V 1 r-jLC.VtA 11V1V SHEET # 2-1 2X8 RIDGE BRD. IS LBS OF FELT OVER WI 2Xb RAFTERS 0 24" O.G. PLYWOOD SHEATHING WOOD TRll55E5 N 0 24" O.G. ~ N N PLYWOOD SHEATHING ^ ALUM GUTTER d ~ I) REFER TO BUILDING ELEVATIONS FOR ROOF PITCHES AND ROOF PROFILES. FASCIA BRD. v 2) FLASH AROUND ALL ROOF PENETRATIONS. COORDINATE ALL ROOF PENETRATIONS AND (LASHING DETAILS WITH ROOFING CONTRACTOR AND ARCHITECT. 3) ALL FLASHING AT BRICK OR STONE TO HAVE KELLEY GUT INTO MORTAR JOINTS. FLASH AND COUNTER FLASH PER ARGHITEGtS SPEGIFIGATIDNS ANDIOR DETAILS. GABLE TRUSS f~ 4) ALL ROOF TO WALL CONDITIONS TO RELIEVE ICE AND DAM MEMBRANE AND STEP FLASNING (A5 REQUIRED) AND ROOF TO WALL FLASHING TO BE PART OF I~ ~ W ci THE ROOF INSTALLITION. IXIO TRIM BD WppD ~y,,Ey ® 1X4 HAILERS FOR 50FFIT O 5) VALLEY FLASHING TO BE PRE-PAINTED HEAVY GAUGE METAL WOOD 1RUSSE`- 24° O.G. 24" O.G. SYSTEM 0 24" O.G. ~ ~ 5EE FLOOR PLAN H 0 FOR 51ZE AND TYPE T ~ T v SEE FLOOR PLAN ~ Q P. 0 Y E1Wl 1 1 FOR 51ZE AND TYPE H ~ ~ H ~ AMING DETAIL N.T.S. PARCH HEADER DTL. v o ~ ~ N w z 0 x I I I I I I I I I I ii I I I I I I I I I ~ I i I . , I I ~ I I I I I I I ~ ~ $ I ~ Q I I I I I 1 I I I U. I I I I I I nn'' I _ _ I I I I F'~I - " - - - - - ~ I I I ~ % ~ 0 ~ ~ N N ~ ~ 'D L n L $ / i ~ ~ ~ _ f, $ - ~J l~ I I I CONT. RID- ~ ~ , _ _ . I_ / ~ ~ _ ~ ~ GO .RID % \ - 10/12 PITCH vENT GO ,RIDGE VENT iE VENT L 3~ ~ GONT, RIDGE VENT ~ 10!12 PITCH D 10/I2 PITCH N 'D J ~ 111 $ N N 1il a _ - u~1 ~ ~ ` Q s= N ~ - w ~ L W 0 ~ U J ~ ~ Z Q Q avERLAY W ~ 0 FRAMING SEE I DETAIL Q Q ~ Q - - - - ~ Z ~ GRIDER TRllSS 10/12 PITGH 1 ~ ~ I 10112 PITCH ID/I2 PITGH H n ~ M H ~ c~ - - ~ ~ I I ~ 10/12 PITGH ~ J 10!12 PITCH ~ 10!12 PITCH 10!12 PITCH O - z I ~ 0 I CAPYR16HT 2GV' 6 A11 DRAWING AND WRITT@I MATERIAL APPEARIH6 IfREIN CONSTINTE THE ORIGINAL AND UNPJBLISH~ WORK CF DAVIDSON PHILLIPS INC. iNE SANE MAY NOi BE YAPIED USED DISCLOSED Cdi CONSIGNED i0 A THIRD PARTY WITM'alT TM`_ EXPRE~.fi WRITIHi CONSBIT OF DAVID5ON PHII11P5INC WHICH RETAI ~~-'--I 1-~~~-~ ^ THE GOMMDN LAW COPYRIGHT TO iN15 MATERIPL FIRST FLOOR PLAN 114":,'-O" DATE: 6/20/0'-'~-'1 REVISED: SHEET # 3-1 rn N N N ASPHALr SHINGLES OVER 1 #15 FELT PAPER OVER 1116" WAFERBOARD W/ CLIPS / 12 12 rr^^ ~ ~ g B ~ rV ~ ~-i N " PRA-ENGINE WOOD 5 ALUM 6UTTER AND 5 0 2 O.G. FASCIA ~ cn O ~ I~ 0 VENTED 50FFIT ~ ' ASPHALT SHINGLES OVER W #IS FELT PAPER OVER R-35 BLOWN-IN 1/16' WAFERBOARD W/ CLIPS INSULATION ~ ° {2j I-314" X Ib ML 5EE EXTERIOR ELEV. 1/2 DRYWALL FOR FINI5HE5 H R-I3 INSULATION 2X10 RAFTERS 0 I b" O.G. ~ Q V W ~ ~ o U q ASPHALr SHINGLES OVER 2X4 WD 5TUD5 #15 FELT PAPER OVER 0 Ib" O.G. 1/.b WAFERBOARD W/ CLIPS H ~ N 3/4' SUB-FLOOR'G - N5U TION 2X8 RAFTERS el R 30 I LA CEILING JOIST 0 Ib° O.G. 2X10 FLOOR JOIST 0 I6" O.G. 5" ALUM GUTTER AND u FASCIA 0 5" ALUM GUTTER AND z 0 FASCIA ENTRY - PORCH x I VENTED 50FF1T VENTED SOFFIT R-13 MSUTATION p~,y R-I3 INSULArON ROOM 5EE EXTERIOR ELEV. 5EE EXTERIOR ELEV. ~ 2X4 WD 5111D5 FOR FINI5HE5 ` FOR FINI5HE5 2X4 WD 5TUD5 ~ 0 Ib" O.G. 0 Ib" O.G. " ~----1/2 INSULATION BOARD SHINGLES PER ELEV. OVER 112" INSULATION BOARD #15 FELT PAPER OVER 1/I6" 05B W/ CLIPS A5 REQ'D 4' GONG. SLAB ° ~ 314' SU&PLOOR'G 3/4 5UB-FLOORG C I 2X BAND BORAD I' /,~I -V ~ GRADE. VARIES FASCIA BOARD PER ELEV. INSULATION PER MEG REPORT AND 5" ALUM GUTTER GRAD VARIES TREATED WOOD TEEL BEAM d' CEILING HGT. ~ PLATE r SEE FLOOR PLAN 5/8" DRYWALL OVER FOR JOIST TYPE ~ 51ZE 8° POURED WALL ~ WOOD TRll55E5 AT 24" OIG -r VENTED 50FFIT PER ELEV, Q 8' POURED WALT. 3" 'ADJ. STEEL GOLIIMN METAL TIE DOWNS A5 REQ'D ' ` H r~`l/ ~ U " BASEMENT 4 GONG. SLAB ~ U H ~ 2X STUDSAT Ib'' OIG 5EE EXTERIOR ELEYATIONS FOR FINISHES H INSULATION PER MEG REPORT ~l, 1/Ib" 05B SHEATHING 1 4"=1'-0" SHINGLES F # TINGLES PER ELEV. OVER #15 FELT Pi 1116" 05B 4 15 FELT PAPER OVER 1II6" 05B W/ CLIPS A5 REQ'D 't 7 ~ ~ I'-G I'-O° SCREWED AND FOAM)=D 3/4' SU6-fL00R TdG INSULATION PER MEG REPORT FASCIA BOARD PER ELEV. FINISH FLOOR AND 5 ALUM 6UTTER BAND BOARD IONSULATION f CEILING HGT. ` PER MEG REPORT (CEILING HGT. 5l6" DRYWALL OVER 5/8" DRYWALL OVER FtDOR J015T5 SHINGN_ES PER ELEV. OVER WOOD TRU55E5 AT 24' 0/G #15 FELT PAPER OVER , VENTED SOFFIT PER NEV. SEE FLOOR JOIST DRAYdINGS 1/Ib" 658 NU CLIPS A5 REO'D METAL TIE DOWNS A5 RERD FOR SIZE AND SPACING In I~-O° ' : - ln FASCIA E>DARD PER ELEV. V2" DRYWALL OVER SAME A5 ABOVE - INSULATION PER MEG REPORT AND 5° ALUM GUTTER z 2X 5TUD5 AT Ib" 0/G I/2" DRYWALL OVER 5EE EXTERIOR ELEVATIONS Q 2X 51UD5 AT Ib" 0/G ~ ~ (LING NGT. 4 GE a FOR FINISHES ~ ~ Q ~ ~ 0 INSULATION PER MEG REPORT a. ~ 5/6" DRYWALL OVER 1/Ib" OSB SHEATHING INSULATION PER MEG REPORT WOOD TRU55E5 AT 24" OIG VENTED 50FFIT PER ELEV. w F-+ ""1 ~ FTT-~~i Z o O h~ W Z ~ 314" 5UB-FLOOR T3G 3/4' SUB-FLOOR TdG ~ ~ ~ ~ SCREWED AND FOAMED FINISH FLOOR SCREWED AND FOAMED H Q Z U 4 C BAND BOARD IONSULATION FFINISH FLOOR ~ Jl G. PER MEG REPORT ~ PER MEG REPORNSULATION 1 ~ {k TOP OF FDN. ~ H ll..l Trop of FDN, M w 5EE FLOOR J015T DRAWINGS a FOR 51ZE AND SPACING 5EE FLOOR J015T DRAWlNC~fi ~ ~ GRADE VARIES FOR 51ZE AND SPAGIN6 ! f~ I/2" DRYWALL OVER 2X 5TUD5 AT Ib" 0/G GRADE VARIES r. ~ I/2"DIA. ANCHOR 80LT5 W/ _ 7' MIN. EMBEDMENT _ I= 5EE EXTERIOR ELEVATIONS ~ ° - LT5 SHALL BE b -0 0/G MAX. ` r I 1=I I I1=1I f~l I1~11 I~I~.-~ I i=11 I~~ I/2" DIA, ANGHoR BoLTy w/ ~ _ _ _ _ ~ I ITT 11-1 I I=1 I I-I ~ I-I i t=1 i t=1 ~ 1. r MIN. EMB~DMENr ` I{ I-11 f=I 11=1 I! =T=11 f=1 I FOR FINISH- AND 12" FROM CORNERS MAK ~ I~~ I I=1 I I~ ~ I~~~i i~ 11= T5 BALL b'-0" 0!G MAX. r ~ I I-I I I~1 I ICI i ICI ! I-I 11=1 I I-I I I_ II-1 ' 11= • I I-f 11=1 11=111=1 I I-111= I I 1=1 I AND 12" FROM GoRNERS MAX. ~ IT=1~~1 11=1=1 I -I 11-1 11=' Ti=11~~~~=I~~~~~~1: I ICI I~ I I~ITi--I ~I=Ti-Ii hiI 8° POURED LANG. WALL l^U ' I1 z 1UFF-N-DRY INSULATION BOARD 111= I1~ i 1=1I hI I ICI (1111=1i 1- I I l~ 1I~I11 I I1=1I1=1~-_I_i~.- 1 f~1LL HEIGHT , (I-I I =111 I I~ ~ 1-I ~ hl ~ I~ 8' POURED GONG, WALL WI 1=1 I ICI I-I ~ -1 I ~ (I= ~9 z TUFF-N-DRY INSULATION BOARD _I 11=~ I I=) I I=1 I I=1 ~ 1=1 I I-~ I V2"DIA. ANCHOR BOLTS WJ : ` I I = I I --III=i FOLLOW 0.5.HA, ~ FULL HEIGHT ; ~ I~ 1= . I I~ (I=1 I I RECOMMENDATIONS ~ ~ , ~ 1 ~ I=I I I=1 FOLLOW 0.5.HA. ~ l' MIN. EMBEDMENT ~ PROVIDE BOND BREAKER t I I-- 6'- " 0 G MAX. ~ BETWEEN WALL AND ~ _I FINISH FLOOR BOLTS SHALL BE 0 1 I I~ ~ I=i FOR SLOPE WHEN PROVIDE BOND BREAKER s ~ I-III- ~ ' RECOMMENDATIONS z I FROM RNE MAX. FLOOR SLAB ~ 4" GONG 51A6 OVER z _ AND 2 GO R5 1= ~ ~ I I=) =I ~ UNSTABLE GROUND BETWEEN WALL AND ~ I I I=~ I {---I ~R SLOPE ~N ~ ~ I=~_ I I= 15 tTIGOUNTERED FLOOR SLAB ~ ~ ~ ` I I~ I I~: UNSTABLE GROIR~D 4" GRAVEL FILL ~ v b MIL POLYETHYLENE . I . 11= 111=1(I" t i I-~,{~ 15 ENGOUNTE~ED ~ VAPOR BARRIER TAPE I I. JOINrS OR OVERLAP 6" _I 1111! =1111 I ~ 1(- b MIL PaYETHYLEtvE ~ ~ I I~ I I=1I i-~ _ _ =1 ~ I=~ ~ ~-I I~ I-) VAPOR BARRIER TAPE f _L..-~~ I~~-I 11- TOP OF FLIt _I~: • ~ ' ~ ~ 3 I/2° GONG SLAB OVER ' -IJ~ 11=1~~ 1=111 JOINTS OR OVERLAP 6" I I`I ~ =1~ I~ I I=.~ I I-Iii r III=1 I l= iLii ~ OOFlTJGNT ~a~ 11-1 4"MIN GRAVEL .11- ' I= I ~ I= ~ = yJEEP HOLE 048" O.G, 3 I/2" GONG SLAB OV/ECR ? • I I~ f l- ~ 4 MIN GRAY LL 1-~. ~ ALL DRAWING AND WRITTEN MATERAL APPEARING 1- . i i I--? " _ WEEP HOLE ®4b O.G. Hr~ln coNSnrure rr~ owelnA~ AND uNwaLlsHeD PLACE ON NATURAL ; ; 1= UNDISTURBED 501E I- I-III-III-) ( -~T 1 I--1 WORK OF DAVID50N PHILLIPS INO. THE SAME MAY PLACE ON NATURAL l Nor eE cowm I.sED DI5cLO5ED oR caNSlerm I I` ~=1 ~ I~ ~ I=1 ~ ro A mIRD PARTY wmour me E%I'fiE`fi wwrra~ z - - - - ~ I- = j FINISH FLOOR UI'IVIS IUNJED 501E GONSENf OF DAVIDSON PHILLIP5 INC. WHIOH RETAIN ' iFE COMMON LAW GOPTW6NT TO iHl5 MATERIAL ~ " uREV GONG. WALL I I~ 11_11 ~ 1 III 11, . ~,k,: f ~ s PO I ICI I1= I I I ~I I1-1I I-- ' N FINISH FLOOR - 1 N ° ~ 11~ 11=111111.-III- - - m ~ DATI E: 6/20/01 3/4' GRAVEL j 3/4" GRAVEL REVISED: TOP OF FTR. 3" 01A. PLA5TIC DRAIN TILE W X I6" GONG, FOOTER 3' PIA. PLASTIC DRAIN TILE PLAGE WITH HOLES ON BOTTOM PLACE WITH HOLES ON BOTTOM 8" X I6" GONG, FOOTER W CONNECT TO 5ELF CONTAINED 8 X IbN CANC. FOOTER SUMP PUMP OR GRAVITY DRAIN GONNEGT TO SELF CONTAINED SUMP PUMP OR GRAVITY DRAIN SHEET # kff-L-IRAGE WALL SECTION V2"=I'-0° TYP. WALL SECTION 1 u2u -0" TYP. WALL SECTION I/~" 3-1 Ln N N N `W w F~ W m I~ H 0 IJ-~ H 0 H ~ ~ H ~ W 0 ~ c~ 200 AMP, METER N U O ENGL05URE H ~ N c, 2" P'dG (SGH 80) 3 RUNS 410 ~4 BARE COPPER XHHN ALUM, TO WATERPIPE 2-I/2' PVG RISER (SGH, 80 ) x G r--- BASEMENT GRADE I I - TO POWER SUPPLY r - - - I ~ r ~6 BARE COPPER I TO GROUND ROD 200 AMP ~ - - - ii MAIN BREAKER PALL ~ I ~ I j BURN j I I o r1 , Q I I I~ ~ I ~ I 1 ~T~~j V' NO SCALE W,H. I BURN I ~ W L----J i S ~ i ELECTRICAL NOTES, U ~ GARAGE I, ALL BEDROOM OUTLETS TO HAVE ARG-FAULT CIRCUIT W INTERRUPTERS, 2. ALL OUTLETS WITHIN b' Of SINKS, IN THE GARAGE, BASEMENT, ~ ; AND ON THE EXTERIOR SHALL BE G.F.I. PROTECTED ~ 3, ELEGTRIGAL REGEPTAGLES SHALL BE INSTALLED ALONG THE WAIL SO THAT NO POINT 15 MORE THAN b'-0" FROM AN OUTLET _ " ON ANY WALL 2'-0" OR MORE IN LENGTH, AND AT EACH KITCHEN COUNTER THAT 1512" OR WIDER, PER NEG. 21052 4. A MIN, 20 AMP BRANCH CIRCUIT SHALL BE PROVIDED 50LEY TO SUPPLY THE LAUNDRY REGEPIAGLES PER NEC, 210,11(GX2) 5, PROVIDE ONE RECEPTACLE AT FRONT AND ONE AT BACK OF DWELLING PER NEC, 21052 6. PROVIDE ONE RECEPTACLE WITHIN 25'-0" OF ALL NVAG UNITS PER f~G. 210.63 ~ i ~ I ~ I I~ /I ~ I I ~ / r-~--~_ - I I I ' I_ ) I I I ~ / ~ I _ CQN 47 6 ,~3~' P j I N ~ ~ C~ E A ' . I i ~ PORCH ~ ~ I ~ ~,o, I I WtS~:~ ::~~11'EMS ~,..a K.W,18,K•R` C CT".~ B,K.R, ~K.V~1;r ll'~MS ~ :':.i'~~5; I I ...-y i ~ • ~-----1 ~-L----~ • ~ I ,r , - ~ ~ ~ ~ 0 00 AIR:~QND I "::8 1 ~~~,,B,RANGE, 9.60 ~14~ 1 2 ?J4, _ _ I ~ r'1 0 a:. i ~ I ( } I-~ ~ ~ I ~ 3 4 _ _ GARAGE , SYMBOL L LEND I ° ~ I V~AVE 12 I ..::10 DRYER. 4,~0 ,2J30 5 ~ 6 1120 1,00 MI~RQ O Q ( ' : j ~ IIOv DUAL OUTLET W n~ z o I ~ IIOv SWITCHED OUTLET H H ~ ~~V.r I ~ F I I # ~ R ~RIGERAT 1 0 ~ o 10 l20 0,~0: -K~TGNEN f { 12 E 4R ,Q 1 2 9 1 ~ _ I ~ IIOv WEATHERPROOF OUTLET ~ Z ~ Q ~ ~ ~ it ~ 12'KITCH N # 2 .0.80 _11/ 0 11 12 1/20 1,4Q DLNIN~ 12 ~I I ~ 2_ . I _ . IIOv GROUND FAULT INTERRUPT OUTLET L 1 ' ~ 220V ~ Q > ~ ~ IL ' .12'.WASHER 1.00 ~I ~ ~ 1~2Q 1,~d` IFAM~C.Y.~M ~ 22ovREGEPTAGLE I 2Q 3 i I ~ I - .T. . , ~ ~ ~ .:_14~STUDY. 0,80 ` 1115.:1 15 ;~161~a15 X0.40' ~G{~4 # ~ i 1~ 1 ~ LIGHrSWITGH I ~~14`'G QTM ~ '-s Io.~Q ~ ~ 17 ~ ~1~ ~ .~o ~~5~"'~~A~~"~~R ~ ~ I ~ (3) WAY LIGHT SWITCH . , ~ ` ~ ~ ~ (4) WAY LIGHT SWITCH 12~6ATH GF1 ~a.ao !lizo 20 o•~o a?s~osal ~4 ~ - • ' ~ I 5 5 OKE ET~EGTOR I O M D ~ I ~1 5Q 1SU 1~ 14'FURNAC~ :0,50 1115 21..22.1115. MP I i , . I , - I CEILING LIGHT L ~ I 1 .,14 1TG 1.$0 ~1l15 -1 ~2 241115 1,50 LTG . 1d I ~ 0 • I WALL MouNr LIGHr ~ ~ + ~ I ~ I z • ~14:LYG~-'~ . .1.00 1/15 25 26 1/.15 11.Q0 1G~'t ~AS~ 1d I I GE LING LIGHT -PULL CHAIN F-- ;r ~ I x,14",SMOKE~.DET ;0,50 111.5 27 '28115 1,00 c REGE55EDGANLIGHT 0 J I i r I ~ I I ~ 14, LTG ~ ; 0.50 i 1 /1 ~ 29 ~ 30 1'l15 1,, 50: ~ I,T:G 1 ~ ~ ~ EXHAUST fAWLIGHT COMBO ~ 1 ' ' I F EXHAUST FAN I l I ~ T ~~s o COPYRIGHT ]PD6 ALL ORNNIN6 AND WRTTBI MATERIAL APPEARING ..12.8AS~MENT 1.$0 ~ ,.1120 ~ 31;~~32,.1115 .50 'L G BASE _ I I HEREIN CONSTINIE it1E ORIGINAL AND UNRIBLISIfD VL~RK OF DAVIDSON PHILLIPS INO. THE SAME MAY NOi BE LOPI~ USED DISGLOSEO OR CON5161ED I I ® TELEPHONE OUTLET c : _~SPARE~ 33 :34t SPARE TD A THIRD PARtt W1NOUf THE E%PRE55 WRITTEN ODNSENT OF DAVIDSON PHILLIPS INC.. I^HIOH RETAINS THE CANNON LAW CAPYRIGHT i0 THIS MATERAL E r~ ; yam', f - , ' I D 15P05AL fi Sa, ~ , ( r; :"SPARE ~ - 35 36 ~ SPARE I I © GABLE OUTLET nArE: bl2oio~ I . S~AR~ _ 371: 38 ~.S.pAR~. . v n v Y~,..~ , ,_„Y o~~ n~l_n ILL V I.ILV ! _ 39 4~ - SPSPARE A1 E r' : © 200 MP ELECTRIC SERVICE PANEL FOUNDATION PLA )N PLAN ?,4~: -0w SHEET # E-1 Ln N N N v w ~ . M H 0 W ~ „ 0 H ~ H ~~h W ~ ~ ° U o N I^IP ~ ~ , ~ GF ~ i~~n a ~ ~ 1( / i ~ - ~ ~ ~ ~ ~ I T-~ ~rn~ , ~ ~ I sy ~ ~ ~ i ~ ~ a'~` ~ ~ o l I rr~ ~ I ~ ~ i'~~~~~ ~ ~ / I MASTER BEDR0011;,~ ~I~~~ ~ ~ I I I ~~~tK ~ ~ / DINETTE \\I I I / ~ ( I I I I I l I I I I #~i~~F,~ ; l l I I I ~ I I ~ 1 I I ~ \ 1 I I \ 111 11 I I I ~ 1 I ~ I ~ ~ I I ~ Ir s '.~t ~ 1 ~I 11 ~ I I I C'.,, ` ~ ~ C ~ I HEARTH ROOM GREAT ROOM I I ~ . ` I ' - ~ 1 I I I I\ I I I 99i ~ y ~ I I~ I I I~~~ I I I I I . . ~ I 1 I / I I \I I ~ / ~ 12u SEAT % ~ ~ 1 ~ ii ~ I I ` I i 0 ~ ~ ~I ~ II ~ l~ ` ~ BATH II ~ \ ` I o 2468 I I \ \a II 1 i ~ i ~ , U O N ~m 2468 ~ ~ II 1 ~ 1 ~r _ LOSE ~ I I o , I I I i ~ I j 2868 5 T ~ y I TO Ist Q BEDROOM 0 I a~.ooK h I I ~ I 2468 a~ T w ` - 1 / \ ` ~ ~ ~ 11~STER i I \ / \ -I \ ~ ~ GARAGE II KITCHEN \ ~ ~ I I _ ~ I BATH ~ , ~ / G Q ~ \ II I \ ? ~ 1 ~ 1 ~ a 1 \ ~I \ ~ 1 1 II ~ , ~ \ 2468 J h~l ~T , ~ I _ 1 ~ 1 f."'~ ar~a~ ~u~ 1 I ~ PANIRY 5 SHEI.V'S ~ ~ ~ + ^2: g I i ~ ~ \ ` o I ~ / I - 1 1 2968 \ \ ~j,T _ _ ~ ~ ; I D W I i ~ ~ 1 - ~ ~ i ~ i m a 1 F YER ~G ~ ~ ~ ~ OPEN TO ~ UNDRY ~ s ~ r N b 1\ ; ~ , E B LERE B LER O~X~ ~ ~ ~ FOY 2668 2868 BArH ° ~ BEDROOM #3 ~ \ / / PLANT / dJ e ~ I ~ F I DINING ROOM I ; ~ ~ f ~ ~ I I ~ r i ; ~ i ~ BEDROOM #2 1 ~ ~ Q i ~ 1 ~ ~ ~ I ~ 1X~ALK IN W 0 i i~ \ ~ \ / \ 1 CLOSET ~T~ / \ / \ ` / l / ~ / ~ `11 ~ P-~~H 1 \7 ~ ~ Q SYMBOL EG D 1 ~ 1 ! ~ ~ ~ ~ p 1 IIOv DUAL OUTLET 1 I _ _ ~ W Z o I 6~~ ~ootz I 11 ~ 'x ~ I DEN ~ IIOv SWITGHEp OUTLET I o~R PREw~tt~ I I ~ ~ j Q T T IIOv WEATHERPROOF OU LE ( I I ~ ~ ~ ~ (Y rFi I I IIOv GROUND FAULT INTERRUPT OUTLET ~ / I ~ ~ n 220M I I 220v RECEPTACLE 1 GA! E 1 1 ifr LIGHT SWITCH 1 / ~ / i/ i ~ ~ / i ~ (3) WAY LIGHT SWITCH \ / i n_ i u \ / I/4 -I-0 4 \ / ~ (4) WAY LIGHT SWITCH \ i i y SMOKE DETECTOR 0 i i ~ CEILING LIGHT i 0 WALL MOUNT LIGHT z Pc % CEILING LIGHT -PULL CHAIN / 0 c REGE55ED GAN LIGHT 1 F EXHAUST FANLIGHT COMBO I / coxalr~Hr ~aDb ~ EXHAUST FAN 1 0 \ ~ ALL DRAWING AID WRITTBI MATERIAL APPEARING INDRKNGF AV DSON PHI~WS INC... Tlf SAME MGAY~ NDT BE LDPIED USED tlISLL05® OR GDNSIGNED i0 A THIRD PARtt WITFIOUT THE E%PRESG 1^RITTEN ® TELEPHONE OUTLET GDNSENf OF DAVIDSDN PHILLIFG IND. I^HILH RETAINS ' ~ _ iNE GDIiIHON LAW GOPYWGHT TO THIS MATERIAL ~~_w ® D15P05AL ~ i~ i~ s` r~~~ ~ ~ r © GABLE OUTLET rr+ DATE: b120/07 n n C7 REVISED: '-mac-' 1 KAGF LIC-H I O 200 AMP ELEGTRIG 5ERVIGE PANEL FIRST FLOOR PLAN 7 14,,:,-0M 5HEET # E-2 " Ln N N N - ~ 12 12 - _ - - 8 8D' _ `"12 8_ ~ H Ln _ F-~ W ~ N , - - 8 - - _ 12----- - ~----8 ~ r t \ ~ ~ ~ O i0 4 ~ 3 ~ I - - I~_O~~ - - I~_0". ~ - b _ _ ~ ~ - - I I OII r.. a ' Y' ~ e e'... M. H W a tip, Y ~ F' ~ : , _ ~ U _ ~ ~ ~ / ~ 4050 / 40 tT oooaoa o 00 - ° ~...a J ~ ~ ~ / ~ b a o 0 6 FIXED 6 7< b FIXED 65 6 z_ °4 r • 4 ~ ` I 1 .N. _ • ~ q • O ~ = r~-~ o~ o000o a _ C".,. v 24° 5T0 RETURN 24' ST0 RETURN ~ W DRYVIT GAP ~~z s o LEFT ELEVAT t 118"=I'-0° ~k: 'x I r'~°€ ~ ~ i f C i 'r o ~ H r- ,~~I Fr: ~ L W NTH W 0 EXTERIOR ELEVATION NOTE: W . 57UGL0 _ - - ~T~~ STONE W ® HORIZON SHINGLES CORNER TRIM: IX8 SMART TRIM PER ELEVATION 4'-4' 9'-4° 9'-10" 3'-2° FASCIA; IX8 SMART TRIM GUTTER: ALUM IXB SMART TRIM 12 FREIZE BRD: IXb SMART TRIM ID SOFFIT: SMART TRIM VENTED - - ~ WINDOW TYPE; VINYL 51NLE HUNG _ 12 GARAGE DOOR: Ib'-0' X 1'-0' 'PONDEROSA SERIES' to INSULATED RAISED PANEL 10 ~ ~12_~.. 8'-0" X 1'-0' ' PONDER05A SERIES' - J INSULATED RAISEq PANEL 10 12- 7 Q RIDGE VENT: CANT. 10 W 0 WINDOW TRIM: IX6 SMART TRIM TYP. I'-0" _ - - GROWN MOLDING: LINEAR MOULDING MODEL ~ 6528 12x26 WOOD VENT P1 O 12X2b - ( ~ H HV IX6 WDOD TRIM- ;12X26 , GARAGE DOOR ,VENT.,:,..: :VENT HD~,HGT HEAD TRIM; FYPON LANCASTER Zj Q IPTIGAL IPTIGAL TRAM 12 ~ ~ ~ 0 F~1 ~ ~j ~ / / ~ 10 ~ ~ H W / v ~ H M EXTERIOR ELEVATION NOTES: / ~ 2b50 - ~ ~ ~ H W ~ I ~ 2 ~ ~ / FIXED ~ / $ M n ~ N - ~ SHINGLES: HORIZON 5HI 6LE5 ~ / Z H Y; 30 YEAR - ~ LIFE EXPEGTANG 10 5050 WEIGHT, 245 LB. ~g~~_..._ Soso, / - ~ WEATHER EXPOSURE: 5" - - 8" F ~ - - - - 2ND FLR, ELEV. _ _ SIDING: SMART TRIM SIDING GOPP R R00 GOPP R R00 p ~ l - ROOF ( WOOD SIDING 30 YR. LIFE) = - FASGIA, IXb SMART TRIM . - ( WOOD SIDING 30 YR. LIFE) _ - - ,i " i - - 2010 2E 2010 2010 2010 ` :31/2 X 5 5/I6 STL. LINTEL 0 C SOFFIT: SMART TRIM VENTEp ,~--A / ~ (WOOD 51DING 30 YR. LIFE) _ / ~ u / ~ \ - I / \ / ~ ~ / 1 / ~ . MART TRIM PER ELEVATION / ~ ~ ~ ~ CORNER TRIM• IXb 5 (WOOD 51DIN6 30 YR. LIFE) / ~ ~ ~ ~ / / ' ` z ~ ~ ~Q ~ WINDOW TRIM; IXb SMART TRIM PER ELEVATION _ ~ / _ / _ LL 1 (WOOD SIDING 30 YR. LIFE) _ ~ / ~ / / 21 5050 / 2050 ~ - FI. FIXED 05 . - - - -I- Ix TRIM TO FIT 3 G LOPYRI6HT 2006 _ _ _ - - HEREIN GON5TINIE THE DRI6INAL AND UUHIBLISH® WORK OF DAVID5ON PHILLIPS INL. THE SAME MAY - ~ , ~ I JT FLR. ELEV. ALL DRAWING AND WRITTEN MATERIAL APPEARIIIS NDT BE [APIED USED DI5OLD'iED OR CONSIGNED - - - ~ - TO A THIRD PARtt WITHCNf f11E E%PRE55 WRITTEN _ ~ r-~- _ . LONSBTT aF DAVID5ON PHILLIPS INL. WHICH RETAIN THE fANMON LAW OCPYRI6Hf TO iN15 MATERIAL _ _ LOW E GLASS WINDOWS AND DOORS Ixb ALL AROU Ixb TRIM B U2 GOiLUMN ALL AROUND (TYPE 5EE FLOOR IPLAN DATEI b/20/01 REVISED: ~D ~l1~TrT' ~CT ~C~ T ~ rf'T(11~T 1'1\VIN 1 L' LL' V I111VIN SHEET # 2-1 - - ` HANDGRIP SECTION ~ ~ BTWN 11" d 2" N 00 N N ~r ~ iv VJ Q ~ in W w HANDRAIL z ~ 0 ~ BALLUSTER rv w O M ' OR PARTITION z ~ 3 VERIFY STYLE) ~ 0 4' SHOE RAIL H p ) POR BALLI~TERS NOSING OF TREAD 11'-4" ~ ~ ~ 5q'-4' H (MIN. 10") 2 X 12 STRINGER 12'-7" W ~ O 14 -5 17 -0 15'-4" o 2 X BLOCKING 2'-71/2" 3'-8" 3'-8' 2'-7 I/2" 2'-4 I/2" 4'-; /1I N U O q I/2" 4'-2" 4'-2" 3'-3 I/2" 4'-4" 4'-2" 4'-2" 4'-4" M'''1 7~-5° 1'-II" H N II 'S1P'4'SOfd" L55b EA. SIDE 1" PLYWOOD RISERS ~ i~'" t rcva ~ 8' TYP, r (3) 2 X 12 STRINGERS : W k" TYPE "X' Gl^19. ~ TYP. UNDER STAIR iv 5T P PROVIDE MIN. 36' CLEAR Ib'-D" 4-2x4 15'-21/2" WIDTH AT STAIRWAYS 8' TYP. \ ~ 0 _ ~ 2X6 WALL I 6 WALL I N ~ ~ N TYP. TYP. I I J I I I I 0 o I I SCALE : 3!4" = I'-0" iv a~ iv ~ i I I o DINETTE I 12'-3 U2" m I'-8" ~ MASTER BEDROOM ~ YJD I GT. I I I G Er I o - _ ~ I m N I GOUFFERED CEILING I ;i, C I ~ - ~ m I I - I I ICI o-cLR GREAT ROOM i LI N 0 SEE THRU N VAULT TO 2 STORY GL6 I ~ I I I I HE 2X6 STUD 2X6 5 ~ i HE RTH ROOM I'-u I/2' DIFREGR~e o cARPEr i i ~ WALL WALL ~ iv I CARPET I I ~ I-I I I r r I I ^ r- I I I(-,1] 5'-01/2" I'-10' b'-01/2" I I - - - - - - 4 (4) I-314" X 18" LVL 3"~ A36 PIPE I I ~.L COLUMN w/ 51MIP50N I 7 F- ~ 12" SEAT (3) 2X4 WD (3) 2X4 WD 4 ~ COL. GAP ECCAXX 4-2x~ I H p ° STUDS FOR STUDS FOR ~ WELD TO T,/CAL. I I I ~ ~ L m BEAR'G BEAR'G I s. '-0 \ 4'-III ° 42" VAN I _ 9 ~ I \ \ /2 \\4'-II 1/2" m (SEE DETAIIL "A" 1-----------------------~ ( 1 ~ U. THIS PAGE) 2'-0" q'-5 I/2" v \ II \ q~ 04 ~ \ iv Ib-8 b'-8.. o ~ ~2' F~ x ,I II ~i \ ToA \ . , I I II i i qo s, ~I~\\ m l/ ~ \ I'-0" 5'-81/2" m 6'-2" '-31/2" 4'-3° a N ~ ~ O I I \ ~oAA . ti \ \ _o Q in ~ ~ I I ° ~ \ ~1~' 2468 OSE' 4-0 II ~ 0 ~1 ~ - VSB 42 12' SOFFIT _ ~ 0 BEDROOM #4 ART I~• NorE; I o ~ I ~ I ~ ~ 22x30 DRYWALL TAPE AND BED I ~ ~ I ~ I ATTIC DN O _ ~ WOOD GO ~ IL o CARPET I N ENTIRE GARAGE I ~ IS TYP, EA. G~ ' 2868 UP PLANT 2468 o a Y/~ R LEDGE ~ ~ p H R d 5 I ~ ~I II'-IL. 3._6.. V 3'-b" 5'-0" ~ '3112" 2'-1"~ 2'-I" 4'-I" ~ i ~ ~ N i- i n o i ~ i ~ I u~ 12 -q ~S - 3 i' I -2 h 8 -2 U2 -51I2 GARAGE I KITCHEN W00 Z~f1C,° I I ,p _ MASTER iv RAILING - I I / GT, ~ -II u, ~ - ~ ~ ~ LOI`T WOOD _ _ _ = _ _ - - REF 6ABINE~ 4' I ' ~ BATH r/~ 2468 " ~ - CARPET RAILING NOTE= ~ I ' ~ / 0 o PROVIDE 5/8 DRYWALL ON 4 IT ~ PA ' COMMON WALLS AND CEILING ~ N PANTRY 5 SHELV iv _ ~ ~ N ~ " Q s, ~ii~ R/5 - ~ / ~ ~ Q ~ 2468 z R Q 5 :n b - ry ~ > o - D " 2 8 2668 F.O. m OC ~ G '_I ° 3'-b' 4 3 I " z I ° " n ~ FLAT CEILING 3bSB 2 8 j n 3'-q I/2" 3'-1112" b I/ " ~ I'-0' ~ R - o a~ ~ - 4 T'-II' '-8I/2' 31,11 /2 BA ~ m to IIAI.,L ~ ~ ~ '!s N 5060 BI-P _ 3 ~ in u, - 3'-3° b'-0" 2'-2° OPEN TO ~ ~ - LUNRY ~ N II N " Q FOYER BELOW r ~ B TH ~ ° 8 X 1' OVERHAD DOOR 2668 " N 28b8 (V N N p I I~ ~ - 12 X 12 WD WD / GT. I I II ~ ~ ~p MN ~ I I n N U~ BEDROOM #3 ~ m WpO ~„Ey D I~ ~ ~ CARPET " ®24" O.G. ~ PLANT p 2'-1' 8'-91/2" m ~ - _ SHELF 15'-81/2" ~ 2 " ~ : m 12'-41/2' ~ I II ~ > m ~ F ..x ~ ~ iv cv / t2 0 ~ ~ ~ .I BATH ~ ~ ~ ~ NOTE: INING ROOM I b-0 I ~ ~,n R d 5 ~ ~ ~ ~ Q 5068 BI-PA ~ ~ ~ BEDR00112 #2 ~ I. DROP GELING IN GARAGE i - - - HEAT DUCTS, ILIN6 IN GARAGE FOR CARPET PLANT LEDGE ,TS, CHAIR RAIL OVER ENTRY ~ FTC O x ~ PLANT I ~ 2. BLOCK EACH TRU55 ~ SI~LF 'I - LOW - (5) 2X HV 3. PROVIDE GELOTEX ®GABI - ~ a. m (3) 2X4 FOR ~ ~ GELOTEX ®GABLE ENDS GROWN MOLDING V H N WALL R C 5 ~,G SIhP50N I GAPE XX GABBIER TRU55 SEE ROOF I DBL. JST, 12'-0° b'-4 I/2'~ TRU55 SEE ROOF PLAN N ~ ~ ~ o ~ Q LINE OF SECOND FLOOR ABOVE rn (5) 2X41^U N FLOOR ABOVE 2nd FLR ABOVE ~T~ H O Q (3) 2X4 PORCH W W 0 I 51MPSON GOL 3 I/2 x 5 I/4 P. GAP EGGXX w/ SIMPON GOL G! 3 I/2 x 5 I/4 PARALLAM ~ DEN o ~ WALK I ~ ~ Q ~ ~ w/ SIMPON GOL GAP ECLXX ~ H - ~ U.J - cA"'w~r N CLOSE q " „ NOTE: _ GROWN MOLDING - GARPET H ~ ~ b-G 5-0 ~ PROVIDE 5/8" DRYWALL ON ~ " F~"x3~"~ 8°X8" ydp 4-2x4 4-2x4 I,.~ I I A' 9'-0" 12'-4' N ~ COMMON WALLS AND GEILIN6 I '~f ~ j 5 I ~E~ I 2ND FLT ABV. COLUMN ~ 21'-4" 12'-8" b'-p° ~ 1- N - D 0 34'-0" I x v 0 - GARAGE STUDDED TRU55 iv ~o I NOTE: I DRYWALL TAPE AND BED 0 I I/4'=1'-0" ENTIRE GARAGE `9 Q 0 a - - STUDDED TRll55 - - m STUDDED TRUSS ~ SHELF `r coPrRlsnr ~oDe I - - ~j ALL DRAWIH6 AND l^t4171EN HAfERIA1 N'PEAWN6 HEREIN CON5T1N1E iii ORIGINAL AND I1NPJfiLISHED OI N iN0 BEOGOR®USED DIISOLOSED OR N516NED m - TO A THIRD PARTY WT{Y.JI1T THE Exaacu WRITTEN LONSENi OF DANDSON PHILLIPS INC. WNIOH RETAIN 1FIE COMMON LAN COPYRIGHT TO iW5 MATERIAL 2'-0" 8'-0" 2'-0" 3'-0" 9'-8" 9'-0' O q'-0' I'-1" 8'-q' P-4" 5'-II" 3'-0" b'-8" 3'-0" DATE: b/20/Ol M IG V REVISED: 33'-8° I6-4' 11'-4" NICHE ELEVATION 1/4" = r-o° SHEET # DINING ROOM FIRST FLOOR PLAN 1-2 Jn N N N 12 12...~,.._. - - 8 12'°"`- - r7~~ 8 _ _ - F~ W - - 12 - . - - - b , . ~ ._..s .,..,_.~,.a O N _ 12~ - _._.6 w~ _ - v P-0" - - --I'-0"= _ ~ , ~0 $ ~ t~ a a . a _ _ _ M~r 1. ~ A Tn ~ I 1 (V''J~ M~- va• ~ ,y,y ...:t. j ~~•f. 1 / ~ n I_.-~ ~ F~1 ~ r ht • I-0111 ,,w :J:. ? 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IX6 WOOD TRIM,. :`.:',;12X2b WD 12X2b ~ ~ GARAGE DOOR " , , , : VENT HEAD TRIM: FYPON LANCASTER ,VENT iiDR T ; ' J H Z Q ~ IPTli IPTIGAL TRA 12 ~ ~ ~ ~ ~ n ~i 10 ~ ~ h~-1 H H~1 ~ / / ~ ~ ~ ~ ~ ~ ~ ~ H ~ ~ ~ ~ EXTERIOR ELEVATION NOTES: 12 \ / p n ~ z ~ Y~ SHINGLES: HORIZON SHINGLES \ LIFE EXPECTANCY: 30 YEAR 10 \ FIGHT; 245 L6. I^~ATNER EXPOSURE: Y ~ g ~ - - - . 8~~ F ~ - 2ND FLR. ELEV, ~ ~ 8" - ~ SIDING: SMART 1RIM SIDING GOPP R R00 LAPP R R00 (WOOD SIDING 30 YR LIFE) - ROOF - . Ji FASCIA: IXb SMART TRIM (WOOD 51DIN6 30 YR LIFE) - ~ _ _aoa _ _ - _ " U " - s. - OI ;3 I/2 X 5 5/Ib 511.. LINTEL 2 0 C 2010 2b10 2010 - ~ ~ 50FFIT: SMART TRIMVENTED - ~ - / \ ( WOOD 51DIN6 30 YR LIFE) / \ \ ~ ~ i ® , I~ ~ r / \ \ ~ / 1 ~ ~ % ~ _ ~ 0 ~ 0 T TRIM PER ELEVATION _ i \ ~ ~ CORNER TRIM• IXb SMAR (WOOD SIDING 30 YR LIFE) ~ \ \ ~ • / \ / ~ / ~ / ~ Q _ 1 ~ ~ _ ~ ~ °z a I- WINDOW TRIM: IXb SMART TRIM PER ELEVATION _ \ / - / - ~ (W0~ 51DIN6 30 YR. LIFE) \ / / 1 ~ i \ ~ ~ ~ \ / / 5050 / 2050 ~ ~ I: 1~ 2850 505d~ ~ 2050 o J - - 05 05 FIXED ~ r Ix TRIM TO FIT coPrw6Hr 2006 c. ~ ~ ? _ ~ ~ ~ 15T FLR: ELkV, ALL DRAWIfi9 AND 1^Yi1TTEN MATERIAL APPE4RIfV6 NEREIN CANSTINiE THE ORIGINAL AND UN919LISHED WORK OF DAVIDSON PNIWP51N0. THE SAME MAY - HOT BE COPIED US£D Df5GLO5ED OR fAN516H~ ~ • . ~ ° - ' . . :'r.: " ro A mIRD PARn wrHDUrLLHE EXf'RE55 WW~TTTBAI - GONS@Jf Cf DAVIDSON PHI IP5 INC. WHICH IN DOORS - . LOW E GLASS WINDO\~JS AND 't 'r ilf GOMNON LAW OO?YRI6HT TO hll5 MATBiIAL Ixb TRIM 6 In GOLUI~MN ei i ei AI I AI?/fl MIS / Nq 1 ccc cl nno a ,w u w~ w Z.LL- r awn rLlrUt DATE: b12010l \T REVISED: FRONT ELEVATION SHEET # 2-1